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Ait.,----.4:mt.,k'':-•'.' -.-....,_ EXHIBIT "D" Building Permit is Obtained in: Capital Investment and Improvements Phase 1 10,000 s.f. of retail and restaurant $1,100,000 Phase I 5,700 s.f. of casual and/or fine dining restaurant $1,500,000 Phase I 7,500 to 8,200 s.f. of casual and/or fine dining restaurant $1,800,000 Phase 1 6,500 s.f. of retail and restaurants $800,000 Phase 1 6,200 s.f. of casual and/or fine dining restaurant $1,500,000 Phase I 11,000 s.f. retail and casual and/or fine dining restaurant $1,300,000 Phase II 25,000 sf of retail and restaurants $2,500,000 Phase III 31,000 s.f. retail and restaurants $3,100,000 Ld J U V) 0 1— F_ 0 Z , SITY DRIVE F.M. 60 � t fi � i AJ tu RECORDS MUST BE KEPT WITH THE SWP3 AND MADE READILY AVAILABLE UPON REQUEST TO THE PARTIES IN PART III.D.1 OF INSTALL VPE 1 CONSTR % r - `�� 0 3 THE TPDES GENERAL PERMIT TXR150000. j p , / Wµrv' ---""" "" ~ _ 0-1,INSTALL SEDIMENT`.,WRAP STRUCTURAL CONTROL PRACTICES: > a 1 TEMPORARY EROSION CONTROL TO INCLUDE INSTALLATION OF GRAVEL FILLED WATER IMPERMEABLE BAGS SILT FENCE AND / , t o HAY BALE CHECK STRUCTURES. FEDERAL, STATE, AND LOCAL REGULATIONS _' SILT FENCE TO BE INSTALLED PER DETAIL ON ALL DOWNHILL SLOPES AS SHOWN ON PLAN. CONTRACTOR SHALL PREVENT B' MIN. FOUNOATWN COURSE. 6- MIN. O TRANSPORT OF SEDIMENT INTO THE ADJACENT DETENTION POND & DOWNSTREAM CHANNEL RUNNING THROUGH THE CEDAR STATION DRAINAGE POLICY, CITY OF COLLEGE STATION STORM WATER POLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES v CREEK CONDOMINIUM SITE AND IS RESPONSIBLE FOR CLEANUP AND CHANNEL RESTORATION IF SUCH OCCUR. NOTES: o HAY BALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING DITCH SECTION AT APPROXIMATE 100' INTERVALS OR AS QUALITY (TCEQ). LSHOWN L ON PLAN. GRAVEL FILLED IMPERMEABLE BAGS TO BE INSTALLED AROUND EXISTING GRATE INLET DRAINS AND MAINTAINED UNTIL �� 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND DESCRIPTION CEMENT, OR OTHER MATERIAL AS APPROVED BY ENGINEER. ESTABLISHMENT OF GRASS OCCURS IN AREA -B AND PAVING OPERATIONS ARE COMPLETE IN AREA -A. 5. THE CONSTRUCTION EXIT FOUNDATION SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE MAINTENANCE/INSPECTION PROCEDURES 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: LO >ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) NOT TO SCALE HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER AND REPORTS ACCORDING PERMANENT STORM WATER CONTROLS: GENERAL LOCATION & DESCRIPTION: \Oh• STORM WATER WILL DRAIN TO THE EXISTING (UNDER CONSTRUCTION AS OF 06-30-03) PROJECT SPECIFIC DETENTION POND. OWNER INFORMATION: SAHARA REALTY GROUP LTD. Iw z STORM WATER DETENTION WILL BE PROVIDED FOR IN THE PROJECT DETENTION POND ADJACENT TO THE SITE AREA. DAVID SCARMARDO C� >TEMPORARY SEEDING TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND COVERAGE - RE -SEED AS NECESSARY 1289 NORTH HARVEY MITCHELL PARKWAY z w OTHER CONTROLS: BRYAN, TEXAS 77803 / OFFSITE VEHICLE TRACKING: (979) 779-7209 o CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ONTO ANY PUBLIC OR PRIVATE PROJECT NAME: UNIVERSITY TOWN CENTER STREETS OR LANDS AND IS RESPONSIBLE FOR CLEANUP AFTER EACH DAYS WORK. IF NECESSARY, INSTALL ROCK PROJECT LOCATION: ON F.M. 60 (UNIVERSITY DRIVE) APPROXIMATELY 1150 FEET SOUTHWEST OF CONSTRUCTION ENTRANCE. THE UNIVERSITY DRIVE AND LINCOLN STREET INTERSECTION; s COLLEGE STATION, BRAZOS COUNTY, TEXAS. � WASTE MATERIALS: LATITUDE: N 30'38'20" 0) ALL WASTE MATERIALS ARE TO BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED AND DISPOSED OF LONGITUDE: W 96'18'58" u 6 OFF-SITE. NO ON-SITE BURYING OF WASTE MATERIALS IS ALLOWED. AT THE END OF EACH WORKING DAY, THE CONTRACTOR TOTAL SITE AREA IS: 17.73 a- SHAHGATHER AND COLLECT ALL RUBBISH AND DEBRIS AND STORE IN AN ACCEPTABLE MANNER WHICH PREVENTS MATERIALS TOTAL AREA OF SITE EXPECTED TO BE DISTURBED: 17.52 L FROM BEING BLOWN OR OTHERWISE REDISTRIBUTED ACROSS THE SITE OR ADJACENT LANDS OR WATER COURSES.al EXISTING SITE CONDITIONS: >1 HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF AS PER LOCAL OR STATE REGULATIONS AND LAND USE: VACANT IN ACCORDANCE WITH MFR'S SPECIFICATIONS. LAND COVER: GRASSED, SOME BRUSH AVERAGE GROUND SLOPE: 1% •N TIMING OF CONTROLS/ MEASURES SCS CURVE NUMBER: 77 'c' � RATIONAL FACTOR: 0.35 >INSTALL SILT FENCING. RECEIVING WATERS: TRIBUTARY TO BURTON CREEK; BURTON CREEK 3a >HAYBALE CHECK STRUCTURES TO BE INSTALLED IN EXISTING CHANNEL. >INSTALL ROCK CONSTRUCTION ENTRANCE. SOIL INFORMATION: o>DISTURBED AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS ARE TO BE STABILIZED NATIVE SOILS CONSIST OF CLAYEY SANDS & SANDY, LEAN CLAYS WITH HYDROMULCH SEEDING OR BROADCAST SEEDING (AS PER PLAN) NO LATER THAN 14 DAYS FROM THE LAST UNIFIED SOIL CLASSIFICATION SYSTEM: CH, CL, & SC J CONSTRUCTION ACTIVITY IN THAT AREA. rn >DURING CLEARING/GRADING ACTIVITIES, SEDIMENT COLLECTING AT CHECK STRUCTURES AND SILT FENCE SHALL BE REMOVED POST DEVELOPED SITE CONDITIONS: AS IT REACHES Y2 THE HEIGHT OF THE STRUCTURE. AREA -A: L CL >ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED OR LAND USE: RESTAURANT AND RETAIL SPACE SCS CURVE NUMBER: 96 0 1BROADCAST SEEDED (AS PER PLAN) FOR PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST RATIONAL 'C' FACTOR: 0.88 - f 6 CONSTRUCTION ACTIVITY. AREA -B: - u LAND USE: VACANT-REVEGETATED W/GRASSES (SEED+HYDROMULCH) INSPECTION OF CONTROLS: SCS CURVE NUMBER: 77 J IN THE EVENT OF FLOODING OR OTHER UNCONTROLLABLE SITUATIONS WHICH PROHIBIT ACCESS TO THE INSPECTION SITES, RATIONAL 'C' FACTOR: 0.35 > INSPECTIONS MUST BE CONDUCTED AS SOON AS ACCESS IS PRACTICABLE. L NATURE OF ACTIVITIES: A CONTRACTOR PERSONNEL FAMILIAR WITH THE SWP3 MUST INSPECT DISTURBED AREAS THAT HAVE NOT BEEN FINALLY CLEARING OF EXISTING TREES & BRUSH (AREA A & B); SITE CUT/FILL OPERATIONS, CONSTRUCTION OF >+ tn STABILIZED, AREAS USED FOR STORAGE OF MATERIALS EXPOSED TO PRECIPITATION, AND STRUCTURAL CONTROLS FOR MULTIPLE RESTAURANT AND RETAIL SPACE, CONCRETE DRIVE & PARKING AREAS, CONSTRUCTION OF tn EVIDENCE OF, OR POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. SEDIMENT & EROSION CONTROL DEVICES ASSOCIATED STORM SEWER & UTILITIES. L MUST BE INSPECTED TO ENSURE PROPER OPERATION. VEHICLE ENTRANCE/EXIT LOCATIONS MUST BE INSPECTED FOR > EVIDENCE OF OFF—SITE SEDIMENT TRACKING. SEQUENCE OF MAJOR ACTIVITIES: c 1. INSTALL SILT FENCE AT DOWNSTREAM LIMITS OF CONSTRUCTION AREA—A AS SHOWN IN PLAN i INSPECTIONS MUST BE CONDUCTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) 2. INSTALL ROCK CONSTRUCTION ENTRANCE cu ce HOURS. OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. 3. CLEAR SITE " 4. INSTALLATION OF HAYBALE CHECK STRUCTURES AT ENTRANCE OF 2 - 36 RCP tA •p THE SWP3 MUST BE MODIFIED BASED ON RESULTS OF INSPECTIONS, AS NECESSARY, TO BETTER CONTROL POLLUTANTS IN 5. INSTALL SILT FENCE AS SHOWN ON PLAN u RUNOFF. REVISIONS TO THE SWP3 TO BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE INSPECTION IN 6. EARTHWORK: SITE CUT/FILL, GRADING OPERATIONS OVER ENTIRE SITE o ACCORDANCE WITH THE TPDES GENERAL PERMIT. 7, CONSTRUCTION OF SITE STORM SEWER & UTILITIES 8. CONSTRUCTION OF SITE PAVING & BUILDING (- DRAWN BY: JNP 9• AFTER ESTABLISHMENT OF GRASS, REMOVE ALL TEMPORARY EROSION CONTROL (SILT- APPROVED BY: AAP A REPORT IN ACCORDANCE WITH THE TPDES GENERAL PERMIT MUST BE MAINTAINED BY THE CONTRACTOR AND RETAINED AS RE -SEED ALL AREAS NOT HAVING PERMANENT GRASS COVERAGE AS PART OF THE SWP3. DEFINEDCE/HAY-BALES); d J S 4 , , i hi <> i I 1CTI01q ENTRANCE/EXIT. ti '1 a t - SEE [DETAIL ♦,. C�R71�1C�,710�y5 & RESPONSIBLE PAR7JFS �M HOMEWOOD SUITE HOTEL 2 1 , I' .SIT, M T DEVICE PLAN 4' MIN. 60' MIN. 4'. MIN. APPROACH TRANSMON APPROACH TRANSmON CERTIFICATION OF COMPLIANCE WITH FOR FEDERAL, STATE, AND LOCAL REGULATIONS (NAME, TIRE, & DATE) (COMPANY & ADDRESS) B' MIN. FOUNOATWN COURSE. 6- MIN. THIS EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH CURRENT: CITY OF COLLEGE STATION DRAINAGE POLICY, CITY OF COLLEGE STATION STORM WATER POLLUTION PREVENTION POLICY, EPA REQUIREMENTS FOR STORM WATER DISCHARGES PROFILE ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT, USACE 33 CFR, & SECTION 404 OF THE CLEAN WATER ACT & TEXAS NOTES: POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT No. TXR150000 AS ADMINISTERED BY THE TEXAS COMMISSION ON ENVIRONMENTAL 1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE 50' MIN. QUALITY (TCEQ). 2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A SIZE OF 4" TO 8. NON -STORM WATER DISCHARGES: -NONE EXPECTED- 3.TTHEEA PROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6:1 AND CONSTRUCTED AS DIRECTED BY THE 4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS CONCRETE, PORTLAND (RE -VEGETATION) CEMENT, OR OTHER MATERIAL AS APPROVED BY ENGINEER. Z 5. THE CONSTRUCTION EXIT FOUNDATION SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT TRAPPING DEVICE MAINTENANCE/INSPECTION PROCEDURES 6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: TXDOT TYPE I -CONSTRUCTION ENTRANCE/EW >ALL CONTROL MEASURES TO BE INSPECTED BY CONTRACTOR AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN TWENTY FOUR (24) NOT TO SCALE HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER AND REPORTS ACCORDING ,2 d# >MAINTAIN RECORDS TO EPA CONSTRUCTION GENERAL PERMIT CHECKLIST. \Oh• >ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER WITH REPAIR BEING INITIATED WITHIN 24 HOURS OF REPORT. G/ e y >BUILT UP SEDIMENT SHALL BE REMOVED FROM CHECK STRUCTURES AND SILT FENCE WHEN IT HAS REACHED Y2 THE HEIGHT OF THE STRUCTURE. DISCHARGE ONTO D� >SILT FENCE AND HAY BALES TO BE INSPECTED FOR PROPER INSTALLATION AND THAT NO PIPING OR UNDERMINING IS OCCURRING. STABILIZED AREA = _'• >TEMPORARY SEEDING TO BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND COVERAGE - RE -SEED AS NECESSARY (VEGETATION, ROCK, ECT. .'•;•' �r >PERMANENT HYDROMULCH SEEDING TO BE INSPECTED PER GUARANTEE. / _'• _��°9 _• :_ _ SIGNATURE FOR RESPONSIBLE FOR (NAME, TIRE, & DATE) (COMPANY & ADDRESS) CLEARING TEMPORARY CONTROLS & STABILIZATION PERMANENT STABILIZATION (RE -VEGETATION) omaDom \✓ Nath EXISTING GROUND 1� LEVEL LENGTH PER PLAN SECTION D—D FLOW NOTE: COMPACT BERM(S) TO 85X STD (ASTM D-698) SEDIMENT TRAP WITH LEVEL STABILIZED OUTLET NOT TO SCALE , • a A 11X2" WOOD STAKE 2 PER HAY BALE WIDTH HAY BALE TOE OF SLOPE DIRECTION OF FLOW ,,—COMPACTED SOIL TO PREVENT PIPING NOT TO SCALE 50' ENVIRONMENTAL BUFFER SIT FENCE SHEET C 2 m 1 i OF I I�I z 0 Z V 0 w Sh � to W o_ o: 0 m D w o: �r w Q o LO C-4 rn SCALE: 1 " = 60' DRAWN BY: JNP APPROVED BY: AAP DATE: 09/25/ 1 FILE' SHEET C 2 m 1 i OF I I�I • 1 „••.fin. I r `, Et :,.. /!- � ^s;: r,< ,,,.:,. � s,..r ✓' ; ..i.,v, ,r / !/.: r / iii/i/� '!': /rr / - '✓�r�„ �� y///lt..c. ---- - _ - I. v Ing � rr IIII VIII I� . a ,.,' �"��. �.. '- -- /���� � __ ��' � - �irr/r ... �'-..�1ari�� Oil. :, � • �.� �., I \\ / // \ ` FL= ?J 3 \ a ` ` o�'o ` \ \ 26 8; PG * INDICATES CHANGED DESIGN (2005-09-30) CURB INLET DATA INSIDE DIMENSIONS j PIPE FLOWLINES DOUBLE TOP OF BOX/ INLET # INLET POSITION LENGTH WIDTH 1 FL IN FL IN FL OUT CURB INLET MANHOLE LID ELE 1 1' RECESSED 5 3 12"-309.50 313.20 2 1' RECESSED 5 ! 3 12"-308.40 12"-308.40 313.57 3 1' RECESSED 5 i 3 12"-307.35 18"-306.85 312.24 4 ELIMINATED ; 5 2' RECESSED 5 4.7 18"-304.50 18"-303.80 36"-303.80 NORTH SOUTH 308.20 6 ELIMINATED 7 1' RECESSED 5 4 18"-304.30 307.40 8 1RECESSED 6.5 i 5 I 36"-303.40 36"-303.40 NORTH SOUTH 309.25 9 1' RECESSED 6 5 36"-302.80 36"-302.80 308.87 10 1' RECESSED 5 3 12"-307.00 NORTH SOUTH 310.90 11 FLUSH 5 3 1 12"-306.44 18"-305.94 311.75 12 FLUSH 5 3 18"-305.43 18"-305.43 31096 15 JUNCTION BOX 6 _1 _5 I30"-303.25 24"-304.20 36"-303.25 311.4-311.80 t 24 ELIMINATED 5 3 1 48"-300.89 24"-303.36 I NORTH SOUTH 308.50 25 JUNCTION BOX 6 4 PROPOSED STORM SEWER 36"-301.90 LENGTH 308.00 26 ELIMINATED 5 5 I 36"-301.70 36"-301.70 3.______ 308.50 27 ELIMINATED i 4 1 18"-302.58 1 308.00 28 JUNCTION BOX 7 4 i 12"-302.24 36"-301.24 36"-301.24 130--305.45 i 30"-305.451 309.35 30 1' RECESSED 6 6.5 E 48"-303.01 48"-303.01 PER DETAIL 308.50 31 FLUSH 5 3 ! 130"-303.971130"-303.971 12"-307.25 308.95 32 FLUSH 6.25 5 112"-305.70 36"-304.34 48"-303.34 3 308.95 33 FLUSH 6.5 3 48"-302.47 48"-300.00 __.__.___._. 308.30 34 ELIMINATED 5 .. 4 . �___b_ 1_36"-306.37 ; EJIW V""-5670 36 1' RECESSED 6.6 3 I 48"-300.89 48"-300.89 EAST WEST 307.54 37 ELIMINATED PAPE FLOWLINES PROPOSED STORM SEWER INLET # LENGTH WIDTH 38 1' RECESSED 6.6 3 48"-301.11 48"-301.11 3.______ 307.54 39 1' RECESSED 5 3 1 4 1 18"-302.58 1 308.00 40 ELIMINATED 5' _5__ 4.5 1 130--305.45 i 30"-305.451 PER DETAIL 43 JUNCTION BOX 5 i 4.5 12"-306.00 27"-307.90 30"-305.90 PER DETAIL 311.64 REFER TO INDIVIDUAL GRADING PLAN SHEETS FOR STORM SEWER PIPE SIZES & LENGTHS f% �� 0, AREA RESTAURANT S 4 sonNow woo Now EXISTING CONTOURS ------ 09-----. PROPOSED CONTOURS309 GRATE INLET DATA TC -31016 FL=309.76 PROPOSED SPOT ELEVATIONS INSIDE DIMENSIONS PROPOSED GRADE BREADS PAPE FLOWLINES PROPOSED STORM SEWER INLET # LENGTH WIDTH j F' IN FL IN FL OUT I CRATE _._._ 1_3._____. 5___..._�__ 3.______ DETENTION POND OR PROPOSED UNIVERSITY TOWN 18"-305.17 24"-304.67 EJIW V-5636 14 4 1 4 1 I 1112N"-303.041 EJIW V-5636 ' 5' _5__ 4.5 1 130--305.45 i 30"-305.451 PER DETAIL 17 4.- 1 130"-304.71130 -304.71 I PER DETAIL S ': 130"-303.971130"-303.971 PER DETAIL ..... 1.67 ' ___."...._ `10US-306.00 IDS -305.00 i EJIW V-7386 41 3 I. 3 1 16"-'304 63 ' PER DETAIL ._._.._._....._.�„_..._.___I . ........ _......_._._....__._i_..._._.._...„....._._..__.__.._. ............. __.__.___._. ____..__..__...._...._. ....._______...._._..__." ... B'. "03 ' Z"--30114 ; _.,.__ IR DETAIL 5 .. 4 . �___b_ 1_36"-306.37 ; EJIW V""-5670 _._ 45 4__ J4I 124"-308.321 PER DETAIL * 46 6 3 148"-300.60148"-300.40"! PER DETAIL REFER TO INDIVIDUAL GRADING PLAN SHEETS FOR STORM SEWER PIPE SIZES & LENGTHS f% �� 0, AREA RESTAURANT S 4 sonNow woo Now EXISTING CONTOURS ------ 09-----. PROPOSED CONTOURS309 NN N Lf') � 00 EXISTING7 SPOT ELEVATIONS TC -31016 FL=309.76 PROPOSED SPOT ELEVATIONS TC=308.92 FL=308.42 PROPOSED GRADE BREADS - - - - - PROPOSED STORM SEWER - -- - -�- STORMWATER RUNOFF FLOW DIRECTION PROPOSED INLET/JUNCTION DESIGNATION o Q -'I X PROPOSED DRAINAGE !DIVIDE mHLLL (DISTINGUISHES DEPNEEN AREAS DRAINING TO EXITING HENTON/L,NCOL.N DETENTION POND OR PROPOSED UNIVERSITY TOWN CENTER POND) PHASE L,Nr,� STOP d r--------,- r--7 5iiE SEI r sLOT 3B / 3 'z; COMMERICAL COMMERICAL ..E ��;� , • 91 ■01 iii r. s y� \ 0 in NN N Lf') � 00 Lu z N Lu ^ .� Lij z ujU)Z0\(> J_ O o Q -'I X > U mHLLL U 0 UI CD Ui W LLJ III Lc1 LLI C13 i z in U)�l�ia z 0 i u - Z 10 U) z Ld z L'J SE 0 N CL 01 In z � � < Lu iii Lj to < < f n - r � : (Y-' 9: Imo, 0 M CL Ls! Ld III LL3 Ld L! i ca LLij LII 1 Lilt CSI i L 0 0 rR'3 I'- rCN�.NtN- roN 3 co Ct'sz) t r. C S SAL E: -a0' DRAY BY: AAS A FROV D BI: AAS DATE: 09/255/14 ALE: tGRADING, DI_A SHEET 3III, OF 4 I� IIIIIIIII, A C%) W ONLNn !SCALE: 1 "=30' � z W Lu W V)0� 0� I -} 'LEJ o o a x LL EXISTING CONTOURS- \ PROPOSED CONTOURS ' FL=301.0 .�0��0 \\ \ \ \ TC=310.26 I `\ TC=301.9 OF �P�\ \ EXISTING SPOT ELEVATI�JNS FL=309.76 I \ FL=;4M.4 �pE \\ \ PROPOSED SPOT ELEVAITIONS FL=308.42 TC=302. 5� FL 8 _ =30 .75 30 .25\ �\ \ PROPOSED GRADE BR K = _ J `\ �\ \ PROPOSED STORM SEIAR = _ r �r \ I \ = 338 \ \ \ 3p 1 %26 \ STORMWATER RUNOFF FLOW DIRECTION \ � 3 PROPOSED INLET/JUNcriON DESIGNATION PHASE LINE om Em ME .64 .14 TC=304 P �\ FL= .3 TP=307.90 OF 1p-\ FL= .11P�------ - - - - -- �- \ 08.40 \ \ \\\ \ \ \ RETAINING WALL \ �• EO =3 \ \ \ I EX TOE OF WALL - / C= 0 .7 1 308.81 \ \ \ TC=309.0 308.00 = 0 •? FL 08.31 FF=309.0 \ \ \ FL=308.6 _�- - - 1.50 = t =308.6 I -- ---` FL- 11 1`C 09. 1 ITP=�Q 62 FL=3 TC=311.0 --� = ,T -FL=- 0-8.7 L1 iC 313.4 FL=310.6 12.00 FL 0 TP=307Q.2�0 L 313.q 1 T _312.66 .23 3 20 -TC 33 FL -3133 -3 .81 312.16-33TP=307.95 ==3 1 v(TT1\ �W G� \� TC=313. =313.8 m TC=313.36 0 7\ TC=308.9 \ \ -313.3 = = I FL=308.40 > \ r I a I FL=312.05 \ FL=313.25 EOSW 31 .2 I Tp=312.50 T 13.75 EOS =313.4 >�4 I 13.25 0 I ` j� � 308.50 TP=307.52 � � � �A \ -3 .64 '� L� � D I ' VJ V NF I I Q ` ®0 08114 5 r ' W a I Yill® TP�9 '- 1 32 TC- 10.37 �F .� = s \ 5p 2 I TP=312.89 N EO W=312.59 I I FL=309.87 CG,y� EOSW= 8.96 EOSW 31 LIl FL=314.59 oq� " a TC=31 I TC=3T008_.33808.29 ` T =30G�/p�TC=315.09 FL=31 • � FF=314.00 TC=312 (�TC=307.53 3 OF vQ� 1 ►►-�� 3 4 11.7 I ( iFL=107.7 FL=307.03 TC= 308.9 \ C) FL=308.40 I 0= 1.7 TC=307.40 EOSW 317 I TC=315.21 ,. - 1.28 -- -- ., FL=306.90 a T 13.75 . inR 7.74 ,.L, f �=3 FL -315 .50 Y FL=313.27 TC=3 3.77 ( I °D• ! ' I TC�S'�.50 i5I TC=312.57 =313.27 FL=312.07 ' TC' .571 TC=309.00 TC=308.50 1 FL=315.00 W ( I I TC=312.85 II�TC I FL 071 FL=308.5.0 FL=308-00 . FL=311.50 I GRADE REA GRADE BREAK KK 0 1 44 18" ADS 4 ( I 5 �C ( FF=309.00 TC=313.57 "C=3,13.50 112.2 ® 0. 5% TC=312.00 ( I TC= 08.5 / EO =308.70 I GRAD 31&1 � F 1=3'3.00 G E BR -F WLI E FL= 11.7 FL=311.50 FL= 08.0 0 I TC=314.84 401 " AD ® .75 TC=311.66 8 18 AD ® .3% TC=307.75 8.73 FL=314.34 FL=311.16 = 1.34 FL=307.25 8.23 C 2 =3 4.00 TC= 12.6 =3 0.84 V -I L=3'3.50 FL= 12.1 I TC=3 TC=314.15 W18.6 I FL=313.65 TC=311.80 TC=308.42 Fl -=3 7. TC=312.50 FL=311.30 C = 1.65) TC= 08.9 o FL=307.92 I FL=312.00=3 1.151 FL=308.41 0 0 I I TC=314.72 TC=313.21 1 FL=314.22 FL=312.71 Tr%-'% R nn i i tG 1 FL=314.63 - - I 0 I I I TC=315.94 FL= 15.44 X24" RCP -'1ii� __-----\l ��P�E OF •TFC II TC=315.95 FL=313.20 TC=313.55 /TC=310.13 y C=3 =3 5.74 FL=313.05 I I 08.87 TC�3�1 / . .� TC= 13.7 5.24 X24" RCP -'1ii� __-----\l ��P�E OF •TFC II BENCHMARK: SQUARE EXISTING C1, MERCIAL DRIVE FL=313.50 FL=310.86 FL=31n Ai CUT IN BACK • 1 . • . 1 ;Ak• , _ i [.: r. Il.,•1Rc _ ifrL't%-e...,�a.�.r:�Z �eaev I`` 1t•� -TC:Q 17 T 311.7 ......_ ....... ....... . �r Y WOE 771K _ Ii t T4 lip; 1- 11 y _._.. I e .. if Lo I � il��r.����f��l�" �kY• �� ii•Tfc�,�t� �n �fi �riittiiii,� �. • � � ,,,;, , ,,,, ,,,, ,' / iii ia, z, i, ., ,.,'i � � ��� 1 1 �L 1 1 0� � 1 i 1 // �� I J � • r g� Li ...... - ♦ • �. 1• - ASV N����t��r i ►��►C� -e 315.00 F1NOW 0 M\\+ ••* . :,t ••ALFRED A. ��PAINE ................................ 97221 :'� TC=315.95 FL=313.20 TC=313.55 /TC=310.13 y FL=315.45 FL=313.05 I I 08.87 TC�3�1 / . .� I TC=316.75 FL=309.63 TC=316.77 FL=316.25 1 FL=316.27 TC=315.50 TC=315.36 TC=313.73 T _312.20 TC=310.91 8 i3 FL= 15.0 7L=3'4.86 FL= 13.2 TC=313.56 FL=313.II6 i- Fly 10. FL=310_41- E W 18.5 '_'C------ -- -- -- -- - -- -- -- - - - -$�0 IST R S E(DS TC=312 91 \ C=3 7.75 TC= 15.8 "C=315.70 TC= 13.8 FL=312 41 = _ 3 R 04.4 =3 7.25 FL= 15.3 --315.20 FL= 13.3 = 2.32 FL= 11.2 " 0��"p �p y & \ •r. ! .9• fib., .. � rly�•• �'• i R � BENCHMARK: SQUARE EXISTING C1, MERCIAL DRIVE FL=313.50 FL=310.86 FL=31n Ai CUT IN BACK • 1 . • . 1 ;Ak• , _ i [.: r. Il.,•1Rc _ ifrL't%-e...,�a.�.r:�Z �eaev I`` 1t•� -TC:Q 17 T 311.7 ......_ ....... ....... . �r Y WOE 771K _ Ii t T4 lip; 1- 11 y _._.. I e .. if Lo I � il��r.����f��l�" �kY• �� ii•Tfc�,�t� �n �fi �riittiiii,� �. • � � ,,,;, , ,,,, ,,,, ,' / iii ia, z, i, ., ,.,'i � � ��� 1 1 �L 1 1 0� � 1 i 1 // �� I J � • r g� Li ...... - ♦ • �. 1• - ASV N����t��r i ►��►C� -e 315.00 F1NOW 0 M\\+ ••* . :,t ••ALFRED A. ��PAINE ................................ 97221 :'� \\-(0+00 - - - - - - --- - - - \ -h- 4, m �� - � w WhTmA";I I EVIA, I M= URI! I ---2i-p _ _ _ _ _ _ _ __ _ _ ..3- -....-.,..-___ /4+00_---_ _ _ .__ __ _ __ __ _-5+00- _T s s .. ss _ ..ss ss ILA_ I __ -_ __ ._ _- - - - - - __ \ + PROPOSED 8 PVC, ��� � �. _ _ _ _ _ / Ile ; CD `� SDR -26, ASTM D3034 �+� " — ' '-------------- -- SANITARY SEWER UNE B -- _ _ ______ ______—._________,�r� t100 \ . il! `\ STA. 0+00.00' + j �____ ,, ---II ��, \ Q \ oo INSTALL: --`-�i . - \ ` ` w \ 1 -,SANITARY SEWER MANHOLE - - r-- 1. -TOP.MH = 314.02imam 8" FL IN = 302.50 _ .� �" J / _ Q EXISTING FL = 302.40 _ - // / _ _ _ _ _ - ; _ ! \ \ 0 CONNECT TO EXISTING 8" SANITARY //�~ _ . - -looj � SEWER LINE. _ // _ _ _ _ _ . 7M cu .-i \ .h -- ---- w cn o�� i .: - • ! \ w Rj k z \ U z316 STA. 0+00.00 z ----__ Q i .316 INSTALL: o , o z m" tin $.z � o -``_- w 1 - SANITARY SEWER z MANHOLE z .-..---- a z_. II tl z ..a o z TOP MH = 314.02. o M to J �_, cc o mzv)M J 8" FL 'IN = 302.50 cna m rn p ''n¢. �- 4- ao a q it _ .._ �� OF Teti EXISTING FL - 302.40 '- 02 . d' N N e i cn ow ,,........,, F,� ►t SCONNECT ANITARY TO EXISTING 8" oo M M. OPOSED " RVC v 3 cn o a c`' �. ¢ * ; ** iIr to to 3 a z ti It cx w w to �• * ` •• > + WATERLINE, RUNNING to v cn to 3t in i ....B.J....KLiNG ::.. � � PARALLE APPROX. 16 ..... � � � f � 312 '-01--- a RIGHT. �' ► i 312 U n3� d 3 S O N { l ! j �NWn 1! \1 J Z Uj � 308 ��• �.._ - zomoto { 308 0 0 OvUiO�O� fi } `'' // 3A' SEf'ARATi N t v U U L i ROPOSED 8" PVC W � W �; SDR -26, ASTM D3034 �: •._.• _ �� a�a� a ' SEt'ARATION . SANITARY SEWER UNE 'B' �31 :':'�:; '` f �_� _ L --—__--._ -- ;_ Ld LL L �- oz,:: •_ :� _ __� _� u - U .! t•i. ;! Mt.7.=.!•" •' � 304 :.: -• :.�. _ :,_. 304 0 L _ SCALE: 1=' = 20' a 22. ' STA. 3+06.74 THRU 3+28.74 � INSTALL 8" PVC SDR -26, DRAWN BY: JNP > STA. 0+87.41 THRU 1+09.41 ASTM D2241 SANITARY APPROVED BY: AAP � INSTALL 8" PVC SDR -26, SEWER SNE. CE�uIEMt' DATE: 12/20/04 a ASTM D2241 SANITARY STABILIZE PER TCEQ SEWER UNE. CEMENT FE3 .REQUIREMENTS. -CENTER 20' FILE: JOINT OF BOTH WATERLINE 300 STABILIZE PER TCEQ 300 u 'on. REQUIREMENTS.. CENTER 20' M AND SEWER LINE PIPE AT o . a N N M th CROSSING. -� o o -JOINT OF BOTH WATERLINE o 0 o SHEET s ` AND SEWER LINE 'PIPE AT ' M r t! I I l n- CROSSING. E3 � DE 2 04 .c5jm2 i o o o. O. 0 OF 4 d .. o COLLEGE STATION _ .�. ,�. .}. �.. ENGINEERING O N M E<'S"moi I C� f J z N 110 c / I ` Z% W Qacn 00 00 Q-wvrn STA. 6+85.46 � �\, \ a L � > � W . i { 1 INSTALL: ui Z ` I t 34 LF 6" SANITARY SEWER Z SERVICE WITH DEEP CUT Z Z `-' x w U_ \ SERVICE34 LF , TYPICAL SEE SITE ON..SEE SITE PLAN 7+72.66 20.19SANITARY SEWER' LEFT Q �' ~ �' I DETAILED FLOWUNES. / Nel J \ CONNECT I STA. ~ • STA. 4+78.17 f PLAN. STA. 6+66.05 F�LR DEEM SEE MEP FOR f " of ! f INSTALL: LOCATION SAND FLOWL-_ '\ ss' CROSS PROPOSED 24 RCP I { ` Q �' Q STORM SEWER .UNE. MAI I STA. 5+91.05 34 LF 6" SANITARY SEWER -MIN. 0..67' SEPARATION. INSTALL: SERVICE WITH DEEP CUT ST FL = 306.00 CONNECTION. SEE SITE PLAN SS FL = 304.42 34 LF 6" SANITARY SEWER I \ SERVICE WITH DEEP CUT FOR DETAILED FLOWUNES. STA. 7+08.62 �/� i t HORIZ. SCALE: 1 - 20 ,. CONNECTION. SEE SITE PLAN FL=305.25 I VERT. SCALE: 1 = 2 \��'ii INSTALL: STA. 7+80.90 " � '`- _ �� � FOR DETAILED SERVICE 34 -LF •6" SANITARY SEWER SS Fl.OWLtNES. INSTALL: SERVICE WITH DEEP CUT \\yam FL=304.97 CONNECTION. SEE SITE PLAN 1 - SANITARY SEWER MANHOLE FOR DETAILED FLOWUNES. SITE PLAN FOR SANITARY DETAIL DSEWER FLOW LINES. SEE -FL=305.44 -`• =TOP MH = 311.36 ' `'''• • •• 46" FL IN 305.89 PROPOSED $ PVC, 8" FL OUT = 305.72 SDR -26, ASTM D3034 N1. S I I SANITARY SEWER UNE B -- tt tt i UESs Lu T t- ULLPHASE 3 • �� - - - - STA. 7+72.86 OO INSTALL ; I Oct STA. 5 +17.63 20 . .. H LF 6" SAN INSTALL - GREASY WASTE SERVICE WITH. 1 SANITARY 4 ARY SEINER MANHOLE DEEP CUT CONNECTION. SEE STA. 6+25.60. I r r X TOP MH = 312.18 ! .SITE PLAN FOR DETAILED - I r y %...STA. '6+44.60 { o 8 FL IN = 304.67 INSTALL: I iNES. : , W _ FLOWI 1 i r r i 8" OUT = 304.57 4 . " _ j FL I f 34 LF 6 SANITARY SEWER l 1 ii INSTALL: FL 305.69 �. SERVICE WITH DEEP CUT rrl 1 W CONNECTION. SEE SITE PLAN ! 1 1 34 U' fi" SANITARY SEWER t 1 1 SERVICE WITH --DEEP CUT.'' t/2 0 A/ I I FOR DETAILED FLOWUNES. 1 1 CONNECTION. SEE SITE PLAN It a ( W H cu Z / , -305..1'1 ` FOR 'DETAILED 'FLOWUNES... r4 16 ' I _ FL -305.19 I `.j W I ► !r r ( 1 I N / I I I 1, I I _ ( + _ � . I I -�- - J ------ -�--- -� ( X41 I.fIIJ� 3 I I \ � 0) IF7 CL cn i fn " Q W (ontj ,W'yZW CROSS PROPOSED 3 PVC co tet• e.1 L ELECTRICAL CONDUIT. v N N© M csIm w °- =' ti .� MAINTAIN MIN. 1 ? "> e7 `� 11 Z Ilk Ld C to o _ o s in SEPARATION. d �+1" ��p FQ_- II it Z3 •_ n!s III w a� N �WpMo II Vi N 1L1 Z iL p.. w +?�3 f" W W � 0 M / W!- + _I JS -O. w a -C6 NtStW-Z W�WZ dW '� NWJ II Lo Q o z � J o m Z E- w 5 cn v !_ o N -1-- z H w_' ocl ¢ a IZn.ii''- w g �.kt.z �tQilNp >- to cn.0+-Z + J' �Q=_=O V) 1- a-'3 . 3 zwm z w o Z���$o$Q wt- >-o. 3 1=�WW w� wNp 'i �_o� �_ W td _ a v� a �' w �- n- 3 c°r o c� z W do oNOM.v. Eli .w 4Wwo G Z=•tnp Zt�NL-OIwvJ Q 1 Z _'��0. 316 r`'�OF��� � Z �` a r- ii > S O N co N E- z m < Z In t'- Z a �n �i 0 0 ( �'c� 316 � d; 411) .Z N. q p . _ .- M to 12 t- t0 00 *y,�. ,... '•• *�1t _ d+- tnm GJ_„y }mow �_ •D d .. '0¢ o *0: (n Z J r / U a� ,w�- �pwu) , + ,9 (o Lu CD co V. M ao 30 .. .................................. ! o Q Q ��? v� EXISTIN GRADE =No. a . io ta`" w J>ZpM co �owoo + t°wv „ri : iii v ��ntn o N�zW + _, w r,i6 d �z� p -�>Z r� n c,.�wao t. B.J. KUNGs in J co Q. t�. p.n it z z .._...rs .- 304^ Z M Z MU U�f� Q N d•w0 U J� �M f. ....7 >z - c��ii'-' z o� w rn Q N- 11 �n z r� cn ¢ w O II QA f� Z M Ls. _.Mtn co �. a �z�oo' tnc�w r SED 10" Pvc iJ1�.� 11 d WATERLINE, RUNNING - �- PARALLEL, APPROX. 16' f 312 0 0 ui, 312 RIGHT. ! __ `.___. �_� _ _ PROPOS GRADE ! w `� o M . �._ _ _� _ __._ . w . _ _ _.._ _ _._._ __ _ - �__ _ _ ___ __ # w o w o 3 I - (L 1-1 O3 3 d O O J 308 o. O u 1 v L A 304 L cu PROPOSED 8" PVC, SDR --26, ASTM D3034 SANITARY SEWER LINE 'B' D. 1:6' SEPARATION 1.5' SEPARATION 1.4' SEPARATION I t i 308 1 SEWER UNE,.[ RUNNING PARALLEL, AP'PROX. 8.5 2.7' SEPARATI N { LEFT. I .STA. 6+fi6A5� INSTALL: 34 LF 6" SANITARY SEWER SCALE: 1 ". = 20' 304 DRAWN BY:. JNP APPROVED BY: AAP ' ATt _ A C% /nn /^A 0 to . .:. ". II .. M ' Q .. 01, 0 1:6' SEPARATION 1.5' SEPARATION 1.4' SEPARATION I t i 308 1 SEWER UNE,.[ RUNNING PARALLEL, AP'PROX. 8.5 2.7' SEPARATI N { LEFT. I .STA. 6+fi6A5� INSTALL: 34 LF 6" SANITARY SEWER SCALE: 1 ". = 20' 304 DRAWN BY:. JNP APPROVED BY: AAP ' ATt _ A C% /nn /^A .z Q d - LG cu 0 0 N 0 N 0) 3 d CL L W W L C3 _p_ L d W 11.10 z w z 6-4 "z Li i 0 -a o� u d CL L 0) N i N m Bica 0 0 J rn c L a i u J a A .-A L a, i a u w K) 0 i Q .d d J \ I` . •/ i ! \ \ Z Vr w O N N ' Z n coNc�t „ e�� luu \ \ z > a4 _11 a c7 ry0000 uj ! Q Q \ \ a >- w Z Z Zi ' t I STA. 0+98.41 Q." Q. \ \ CROSS PROPOSED 10" PVC 1 \ f ! WATERLINE. MAINTAIN MIN. 1' �� J ST -A. 3+17.74 \ \. ' I J SEPARATION. ! ►1i i CQSS PROPOSED 8" PVC \ \ " _ . HORIZ. SCALE: i 20 WL FL = 30464 . SS FL = 302.90 f -- - -' -WATERLINE. MAINTAIN MIN. 1' ! ! SEPARATION, STA. 3+84.67 n \ E f \ \ VERT. SCALE: t" = 2' {{ WL "FL = '307.64 CROSS PROPOSED WATER \ k ' � ' J J SS FL = 303.77 l i SERVICE. MAINTAIN -MIN. 1' \ 11051 ,• `� Q .• \ . • WLSEPARATION. 307.78 FL 304.03 SS = a+0o -------- .. .. �. �` .� 1 .......... — _ — — _ ... -4+00- — — " — — — — .... — _ � _ _ _ — _ _ -5 FOG- \ \ .. .. S S SS SS SS \ LN L/641 Rl __ . \ — — — — - — - ` PROPOSED 8" PVC, SDR -26, ASTM D3034 --rvy-----1=' - / ` Now uj SANITARY SEWER LINE 'S' ---_______________________ ______._________,��`: ._ ._--// __ --. ( :� J r El _ _ - ------- ! _ -� ..� � MMC) o� STA. 0+00.00 i 1 V1. INSTALL: • -Ar \ \ 09 W \ 1 - SANITARY SEWER MANHOLE -TOP.MH 314.02 - 8" FL IN = 302.50 302.40 - -• \ \ - EXISTING FL = " . -- CONNECT TO EXISTING 8 SANITARY ^____,.// 1 ,, _ .. -- - "" - t O \ / C7 SEWER LINE. ! � .-----i/ -" _ - - "" c p .. _ i ► eQ f. { 1 fox • LIJ o Z04 \ \ k z �, \ V� E.{ o CL O XlSTlNG GRADE v z �Z �� 316 STA. o+oo.00 " 316 n z"''-----.__ � 'INSTALL: 1- SANITARY SEWER a z o a .no 0 ce i.+.i p M M : w ¢ +co•M O Z r~'. vim`• � W MANHOLE TOP MH = 314.02. .-- z . ©sem- v t� a z. i= ii i1 Ln _t • co L d . a o .� C z M M o z _! --------.., •+�►~w�1t of 8" FL IN = 302.50 FL 302.40 •' N ¢ m a� a �. �' N ¢: off--' a J 3 + �: ui"�= ,"- iti r£t t ..•... tt . EXISTING = CONNECT TO EXISTING 8" a0 cc w p M M " sn 3 vii `� w iii --} *.r ..*...1 ...........KLING,. SANITARY SEWER LINE. + o n.. z � _ It II TERLI RU NTNG PA /RIGHT. �n v .3 to to to . ..' � i L �, . ARALLEL, APPROX. 16' f J 312 05� 312 a O¢ m J OC W cn i y v 3tn3 Alt t I � } z O f : i L,J N W 0 'gyp 308 f _. `_` ... : _ ^ ____ ±--- _._ - . ___ _ __ 308 a o v �, Z O U Cn Z o 0 -0 { # v 0 i' < ROPOSED 8" PVC, . 3.0' SEPARATI N } 1 a a aj fl /ff %%JJ SEPARATION SDR -26, ASTM D3034 SANITARY SEWER LIME 'B' • .. , •i •\, • Sbj s - - • w-- -_ ( n U) /�� u /� � .a' . may s... F ;'• L : '• li I.. • . • L.. 304 �. 30404 nE .. !t: ''_`••? ,i` 22.0' 04 1 22. ' STA. 3+06.74 TNRU 3+28."74 DRAWN BY: J P II' INSTALL 8" PVC SDR -26, STA. 0+87.41 THRU 1+09.41 ASTM D2241 SANITARY APPROVED BY: AAP DATE: 12/20/04 INSTALL 8" PVC SDR -26 SEWER LINE. CEMENT STABILIZE PER TCEQ ASTM 02241 SANITARY •SEWER FE3 � : .REQUIREMEi�TS..CE"NT�R 20 FILE: • LINE. CEMENT JOINT OF BOTH WATERLINE 300 o �' Lo .. d' 300 STABILIZE PER TCEQ o © 0 E •AND •SEINER -UNE PIPE AT u? . REQUIREMENTS.. CENTER 20 M CROSSING. . -JOINT OF BOTH WATERLINE M LINE PIPE AT '� M M I CE SHEET J Li .- 11 � II .. CROSSIAND NG. u, � 62 0�, C5'2 O p O o O #... O O COLDSTATION N�N�N DF4 0 N u'3 iL t \\-(0+00 - - - - - - --- - - - \ -h- 4, m �� - � w WhTmA";I I EVIA, I M= URI! I ---2i-p _ _ _ _ _ _ _ __ _ _ ..3- -....-.,..-___ /4+00_---_ _ _ .__ __ _ __ __ _-5+00- _T s s .. ss _ ..ss ss ILA_ I __ -_ __ ._ _- - - - - - __ \ + PROPOSED 8 PVC, ��� � �. _ _ _ _ _ / Ile ; CD `� SDR -26, ASTM D3034 �+� " — ' '-------------- -- SANITARY SEWER UNE B -- _ _ ______ ______—._________,�r� t100 \ . il! `\ STA. 0+00.00' + j �____ ,, ---II ��, \ Q \ oo INSTALL: --`-�i . - \ ` ` w \ 1 -,SANITARY SEWER MANHOLE - - r-- 1. -TOP.MH = 314.02imam 8" FL IN = 302.50 _ .� �" J / _ Q EXISTING FL = 302.40 _ - // / _ _ _ _ _ - ; _ ! \ \ 0 CONNECT TO EXISTING 8" SANITARY //�~ _ . - -looj � SEWER LINE. _ // _ _ _ _ _ . 7M cu .-i \ .h -- ---- w cn o�� i .: - • ! \ w Rj k z \ U z316 STA. 0+00.00 z ----__ Q i .316 INSTALL: o , o z m" tin $.z � o -``_- w 1 - SANITARY SEWER z MANHOLE z .-..---- a z_. II tl z ..a o z TOP MH = 314.02. o M to J �_, cc o mzv)M J 8" FL 'IN = 302.50 cna m rn p ''n¢. �- 4- ao a q it _ .._ �� OF Teti EXISTING FL - 302.40 '- 02 . d' N N e i cn ow ,,........,, F,� ►t SCONNECT ANITARY TO EXISTING 8" oo M M. OPOSED " RVC v 3 cn o a c`' �. ¢ * ; ** iIr to to 3 a z ti It cx w w to �• * ` •• > + WATERLINE, RUNNING to v cn to 3t in i ....B.J....KLiNG ::.. � � PARALLE APPROX. 16 ..... � � � f � 312 '-01--- a RIGHT. �' ► i 312 U n3� d 3 S O N { l ! j �NWn 1! \1 J Z Uj � 308 ��• �.._ - zomoto { 308 0 0 OvUiO�O� fi } `'' // 3A' SEf'ARATi N t v U U L i ROPOSED 8" PVC W � W �; SDR -26, ASTM D3034 �: •._.• _ �� a�a� a ' SEt'ARATION . SANITARY SEWER UNE 'B' �31 :':'�:; '` f �_� _ L --—__--._ -- ;_ Ld LL L �- oz,:: •_ :� _ __� _� u - U .! t•i. ;! Mt.7.=.!•" •' � 304 :.: -• :.�. _ :,_. 304 0 L _ SCALE: 1=' = 20' a 22. ' STA. 3+06.74 THRU 3+28.74 � INSTALL 8" PVC SDR -26, DRAWN BY: JNP > STA. 0+87.41 THRU 1+09.41 ASTM D2241 SANITARY APPROVED BY: AAP � INSTALL 8" PVC SDR -26, SEWER SNE. CE�uIEMt' DATE: 12/20/04 a ASTM D2241 SANITARY STABILIZE PER TCEQ SEWER UNE. CEMENT FE3 .REQUIREMENTS. -CENTER 20' FILE: JOINT OF BOTH WATERLINE 300 STABILIZE PER TCEQ 300 u 'on. REQUIREMENTS.. CENTER 20' M AND SEWER LINE PIPE AT o . a N N M th CROSSING. -� o o -JOINT OF BOTH WATERLINE o 0 o SHEET s ` AND SEWER LINE 'PIPE AT ' M r t! I I l n- CROSSING. E3 � DE 2 04 .c5jm2 i o o o. O. 0 OF 4 d .. o COLLEGE STATION _ .�. ,�. .}. �.. ENGINEERING O N M E<'S"moi I C� f J z N 110 c / I ` Z% W Qacn 00 00 Q-wvrn STA. 6+85.46 � �\, \ a L � > � W . i { 1 INSTALL: ui Z ` I t 34 LF 6" SANITARY SEWER Z SERVICE WITH DEEP CUT Z Z `-' x w U_ \ SERVICE34 LF , TYPICAL SEE SITE ON..SEE SITE PLAN 7+72.66 20.19SANITARY SEWER' LEFT Q �' ~ �' I DETAILED FLOWUNES. / Nel J \ CONNECT I STA. ~ • STA. 4+78.17 f PLAN. STA. 6+66.05 F�LR DEEM SEE MEP FOR f " of ! f INSTALL: LOCATION SAND FLOWL-_ '\ ss' CROSS PROPOSED 24 RCP I { ` Q �' Q STORM SEWER .UNE. MAI I STA. 5+91.05 34 LF 6" SANITARY SEWER -MIN. 0..67' SEPARATION. INSTALL: SERVICE WITH DEEP CUT ST FL = 306.00 CONNECTION. SEE SITE PLAN SS FL = 304.42 34 LF 6" SANITARY SEWER I \ SERVICE WITH DEEP CUT FOR DETAILED FLOWUNES. STA. 7+08.62 �/� i t HORIZ. SCALE: 1 - 20 ,. CONNECTION. SEE SITE PLAN FL=305.25 I VERT. SCALE: 1 = 2 \��'ii INSTALL: STA. 7+80.90 " � '`- _ �� � FOR DETAILED SERVICE 34 -LF •6" SANITARY SEWER SS Fl.OWLtNES. INSTALL: SERVICE WITH DEEP CUT \\yam FL=304.97 CONNECTION. SEE SITE PLAN 1 - SANITARY SEWER MANHOLE FOR DETAILED FLOWUNES. SITE PLAN FOR SANITARY DETAIL DSEWER FLOW LINES. SEE -FL=305.44 -`• =TOP MH = 311.36 ' `'''• • •• 46" FL IN 305.89 PROPOSED $ PVC, 8" FL OUT = 305.72 SDR -26, ASTM D3034 N1. S I I SANITARY SEWER UNE B -- tt tt i UESs Lu T t- ULLPHASE 3 • �� - - - - STA. 7+72.86 OO INSTALL ; I Oct STA. 5 +17.63 20 . .. H LF 6" SAN INSTALL - GREASY WASTE SERVICE WITH. 1 SANITARY 4 ARY SEINER MANHOLE DEEP CUT CONNECTION. SEE STA. 6+25.60. I r r X TOP MH = 312.18 ! .SITE PLAN FOR DETAILED - I r y %...STA. '6+44.60 { o 8 FL IN = 304.67 INSTALL: I iNES. : , W _ FLOWI 1 i r r i 8" OUT = 304.57 4 . " _ j FL I f 34 LF 6 SANITARY SEWER l 1 ii INSTALL: FL 305.69 �. SERVICE WITH DEEP CUT rrl 1 W CONNECTION. SEE SITE PLAN ! 1 1 34 U' fi" SANITARY SEWER t 1 1 SERVICE WITH --DEEP CUT.'' t/2 0 A/ I I FOR DETAILED FLOWUNES. 1 1 CONNECTION. SEE SITE PLAN It a ( W H cu Z / , -305..1'1 ` FOR 'DETAILED 'FLOWUNES... r4 16 ' I _ FL -305.19 I `.j W I ► !r r ( 1 I N / I I I 1, I I _ ( + _ � . I I -�- - J ------ -�--- -� ( X41 I.fIIJ� 3 I I \ � 0) IF7 CL cn i fn " Q W (ontj ,W'yZW CROSS PROPOSED 3 PVC co tet• e.1 L ELECTRICAL CONDUIT. v N N© M csIm w °- =' ti .� MAINTAIN MIN. 1 ? "> e7 `� 11 Z Ilk Ld C to o _ o s in SEPARATION. d �+1" ��p FQ_- II it Z3 •_ n!s III w a� N �WpMo II Vi N 1L1 Z iL p.. w +?�3 f" W W � 0 M / W!- + _I JS -O. w a -C6 NtStW-Z W�WZ dW '� NWJ II Lo Q o z � J o m Z E- w 5 cn v !_ o N -1-- z H w_' ocl ¢ a IZn.ii''- w g �.kt.z �tQilNp >- to cn.0+-Z + J' �Q=_=O V) 1- a-'3 . 3 zwm z w o Z���$o$Q wt- >-o. 3 1=�WW w� wNp 'i �_o� �_ W td _ a v� a �' w �- n- 3 c°r o c� z W do oNOM.v. Eli .w 4Wwo G Z=•tnp Zt�NL-OIwvJ Q 1 Z _'��0. 316 r`'�OF��� � Z �` a r- ii > S O N co N E- z m < Z In t'- Z a �n �i 0 0 ( �'c� 316 � d; 411) .Z N. q p . _ .- M to 12 t- t0 00 *y,�. ,... '•• *�1t _ d+- tnm GJ_„y }mow �_ •D d .. '0¢ o *0: (n Z J r / U a� ,w�- �pwu) , + ,9 (o Lu CD co V. M ao 30 .. .................................. ! o Q Q ��? v� EXISTIN GRADE =No. a . io ta`" w J>ZpM co �owoo + t°wv „ri : iii v ��ntn o N�zW + _, w r,i6 d �z� p -�>Z r� n c,.�wao t. B.J. KUNGs in J co Q. t�. p.n it z z .._...rs .- 304^ Z M Z MU U�f� Q N d•w0 U J� �M f. ....7 >z - c��ii'-' z o� w rn Q N- 11 �n z r� cn ¢ w O II QA f� Z M Ls. _.Mtn co �. a �z�oo' tnc�w r SED 10" Pvc iJ1�.� 11 d WATERLINE, RUNNING - �- PARALLEL, APPROX. 16' f 312 0 0 ui, 312 RIGHT. ! __ `.___. �_� _ _ PROPOS GRADE ! w `� o M . �._ _ _� _ __._ . w . _ _ _.._ _ _._._ __ _ - �__ _ _ ___ __ # w o w o 3 I - (L 1-1 O3 3 d O O J 308 o. O u 1 v L A 304 L cu PROPOSED 8" PVC, SDR --26, ASTM D3034 SANITARY SEWER LINE 'B' D. 1:6' SEPARATION 1.5' SEPARATION 1.4' SEPARATION I t i 308 1 SEWER UNE,.[ RUNNING PARALLEL, AP'PROX. 8.5 2.7' SEPARATI N { LEFT. I .STA. 6+fi6A5� INSTALL: 34 LF 6" SANITARY SEWER SCALE: 1 ". = 20' 304 DRAWN BY:. JNP APPROVED BY: AAP ' ATt _ A C% /nn /^A 0 to . .:. ". II .. M ' Q .. 01, 0 1:6' SEPARATION 1.5' SEPARATION 1.4' SEPARATION I t i 308 1 SEWER UNE,.[ RUNNING PARALLEL, AP'PROX. 8.5 2.7' SEPARATI N { LEFT. I .STA. 6+fi6A5� INSTALL: 34 LF 6" SANITARY SEWER SCALE: 1 ". = 20' 304 DRAWN BY:. JNP APPROVED BY: AAP ' ATt _ A C% /nn /^A .z Q d - LG cu 0 0 N 0 N 0) 3 d CL L W W L C3 _p_ L d W 11.10 z w z 6-4 "z Li i 0 -a o� u d CL L 0) N i N m Bica 0 0 J rn c L a i u J a A .-A L a, i a u w K) 0 i Q .d d J \ I` . •/ i ! \ \ Z Vr w O N N ' Z n coNc�t „ e�� luu \ \ z > a4 _11 a c7 ry0000 uj ! Q Q \ \ a >- w Z Z Zi ' t I STA. 0+98.41 Q." Q. \ \ CROSS PROPOSED 10" PVC 1 \ f ! WATERLINE. MAINTAIN MIN. 1' �� J ST -A. 3+17.74 \ \. ' I J SEPARATION. ! ►1i i CQSS PROPOSED 8" PVC \ \ " _ . HORIZ. SCALE: i 20 WL FL = 30464 . SS FL = 302.90 f -- - -' -WATERLINE. MAINTAIN MIN. 1' ! ! SEPARATION, STA. 3+84.67 n \ E f \ \ VERT. SCALE: t" = 2' {{ WL "FL = '307.64 CROSS PROPOSED WATER \ k ' � ' J J SS FL = 303.77 l i SERVICE. MAINTAIN -MIN. 1' \ 11051 ,• `� Q .• \ . • WLSEPARATION. 307.78 FL 304.03 SS = a+0o -------- .. .. �. �` .� 1 .......... — _ — — _ ... -4+00- — — " — — — — .... — _ � _ _ _ — _ _ -5 FOG- \ \ .. .. S S SS SS SS \ LN L/641 Rl __ . \ — — — — - — - ` PROPOSED 8" PVC, SDR -26, ASTM D3034 --rvy-----1=' - / ` Now uj SANITARY SEWER LINE 'S' ---_______________________ ______._________,��`: ._ ._--// __ --. ( :� J r El _ _ - ------- ! _ -� ..� � MMC) o� STA. 0+00.00 i 1 V1. INSTALL: • -Ar \ \ 09 W \ 1 - SANITARY SEWER MANHOLE -TOP.MH 314.02 - 8" FL IN = 302.50 302.40 - -• \ \ - EXISTING FL = " . -- CONNECT TO EXISTING 8 SANITARY ^____,.// 1 ,, _ .. -- - "" - t O \ / C7 SEWER LINE. ! � .-----i/ -" _ - - "" c p .. _ i ► eQ f. { 1 fox • LIJ o Z04 \ \ k z �, \ V� E.{ o CL O XlSTlNG GRADE v z �Z �� 316 STA. o+oo.00 " 316 n z"''-----.__ � 'INSTALL: 1- SANITARY SEWER a z o a .no 0 ce i.+.i p M M : w ¢ +co•M O Z r~'. vim`• � W MANHOLE TOP MH = 314.02. .-- z . ©sem- v t� a z. i= ii i1 Ln _t • co L d . a o .� C z M M o z _! --------.., •+�►~w�1t of 8" FL IN = 302.50 FL 302.40 •' N ¢ m a� a �. �' N ¢: off--' a J 3 + �: ui"�= ,"- iti r£t t ..•... tt . EXISTING = CONNECT TO EXISTING 8" a0 cc w p M M " sn 3 vii `� w iii --} *.r ..*...1 ...........KLING,. SANITARY SEWER LINE. + o n.. z � _ It II TERLI RU NTNG PA /RIGHT. �n v .3 to to to . ..' � i L �, . ARALLEL, APPROX. 16' f J 312 05� 312 a O¢ m J OC W cn i y v 3tn3 Alt t I � } z O f : i L,J N W 0 'gyp 308 f _. `_` ... : _ ^ ____ ±--- _._ - . ___ _ __ 308 a o v �, Z O U Cn Z o 0 -0 { # v 0 i' < ROPOSED 8" PVC, . 3.0' SEPARATI N } 1 a a aj fl /ff %%JJ SEPARATION SDR -26, ASTM D3034 SANITARY SEWER LIME 'B' • .. , •i •\, • Sbj s - - • w-- -_ ( n U) /�� u /� � .a' . may s... F ;'• L : '• li I.. • . • L.. 304 �. 30404 nE .. !t: ''_`••? ,i` 22.0' 04 1 22. ' STA. 3+06.74 TNRU 3+28."74 DRAWN BY: J P II' INSTALL 8" PVC SDR -26, STA. 0+87.41 THRU 1+09.41 ASTM D2241 SANITARY APPROVED BY: AAP DATE: 12/20/04 INSTALL 8" PVC SDR -26 SEWER LINE. CEMENT STABILIZE PER TCEQ ASTM 02241 SANITARY •SEWER FE3 � : .REQUIREMEi�TS..CE"NT�R 20 FILE: • LINE. CEMENT JOINT OF BOTH WATERLINE 300 o �' Lo .. d' 300 STABILIZE PER TCEQ o © 0 E •AND •SEINER -UNE PIPE AT u? . REQUIREMENTS.. CENTER 20 M CROSSING. . -JOINT OF BOTH WATERLINE M LINE PIPE AT '� M M I CE SHEET J Li .- 11 � II .. CROSSIAND NG. u, � 62 0�, C5'2 O p O o O #... O O COLDSTATION N�N�N DF4 0 N u'3 iL t -- ------ - - ---- --- -- - - - -- -- -- ----- - -- -- --- -- ._ .. -- - - -- -- - ---- -- ---------- ...... - ... ._._ .... -_... - ------ - --... --- -- - - .._ _ ....._. ........----------------- .......... . l z N y� i • ` f o W c N LN r • ,` Z W Q UJ 00 00 (. i. STA. 6+85.46 w INSTALL: \' -L t W Q- 0-. 0% 1 s l Z Q x5E-r-r., 34 LF 6 SANITARY SEWER .o o Q z '� I ' E SERVICE WITH DEEP CUT �/ .-� Z Q x H _34 LF 6 SANITARY S CONNECTION SEE SITE PLAN SERVICE, TYPICAL. SEE SITE • � STA. 7+72.6fi N 20.19 LEFT ��' PLAN. FOR DETAi1:ED FLOWUNES. GREASE TRAP. SEE MEP FOR ` 10 + rtA it Tlk4h, . 4+78.17 STA. 6+66.05 FL=305.35 i /�►� �A ! INSTALL:, tOCATION AND FLOWLINES. `r1 �S' CROSS PROPOSED 24 RCP ( I \ Q ' \� STORM SEWER LINE. MAINTAIN I STA. 5+91.05 34 LF 6" SANITARY SEWER 4 SERVICE WITH DEEP CUT (� '`©o, -MIN. 0..67' SEPARATION. INSTALL: ST. FL = 306.•00 /� 34 LF 6" SANITARY SEWER CONNECTION. SEE SITE PLAN � ( � SS FL = 304.42 ' I SERVICE WITH DEEP CUT FOR DETAILED FLOWLINES.05.25 FL=305.25 - STA. 7+08.62 HORIZ. SCALE: -1 " = 20' .� `� CONNECTION. SEE SITE PLAN INSTALL: STA. 7+ .90 I a 4 SCALE: 1" = 2' ``�� '`�,.� `~ FOR DETAILED SERVICE 34 •LF .•6" SANITARY SEWER INSTALL: a VERT. S i ., s FLOWLINES. SERVICE WITH DEEP CUT FL=304.97 1 SANE ARY SEWER MANHOLE CONNECTION. SEE SITE PLAN 35 LF 6" SANITARY SEWER SERVICE. SEE FOR DETAILED M- SIE P FLOWLINES. SITE PLA FOR DETAILED FLO ( ! -=TOP MH ' 311.33 A6" FL IN 30.5.89 j $ FL 0 = 305.72 PROPOSED 8" PVC, '.,`� SDR 26, ASTM D3034 ii sY-90, SANITARY SEWER LINE B °� I `�- ___ __ i2z11 fi+.00, - _ - - - -- _ --7+00. t -- - ' T T T - pq oo� PHASE E 3 - - - - - - - - - -- . - - - - --STa+72.$fi oM/� I� I c ( { f 1 j `' 1 I W int INSTALL- STA. i STA. 5+17.63 " O I 20 LF 6 SANITARY SEWER O INSTALL: t i f 1 GREASY WASTE SERVICE WITH. SANITARY SEINER MANHOLE / ( � { I i i DEEP CUT CONNECTION. SEE O TOP MH = 312.18 ( STA. 6+25.60 i i 1 �... SITE PLAN FOR DETAILED .. l �/ i 1 STA. °6+44.60 ( W `"'' U 8" FL IN = 304.67 I (. INSTALL: I LL! 1 1 i FLOWLINES:: C �,. 8" FL OUT = 304.57 I 34 LF 6" SANITARY SEWER I i .INSTALL.: " fL=305.69 SERVICE WITH DEEP CUT I 34 LF 6 SANITARY SEWER CONNECTION. SEE SITE PLAN 1 SERVICE WITH DEEP CUT / jv I I FOR DETAILED FLOWLINES. I (i t SEE SITE PLAN CONNECTION. v / fL:Z05.11 I I 1 i NES... O FOR DETAILED -FLOWLINES... W FL=305.19 � � I � Nff l N / j Ij 1.4 I E i i I I--a 1 , , �z r . I I \ ff IF/ (L 3 >1 n W N N � W CROSS PROPOSED 3" PVC r �' z O +� cD d twn Z N L ELECTRICAL CONDUIT. a N N M W °' n C3 ' MAINTAIN MIN. 1' {� WZ tw3 �' M M II � a_FQM to a SEPARATION. Q � � Q W � • Z � Vj N�0 `��' ..Z () Z gptslZ w�D.W W dN W OG �jyWWMM ,I Q pZ ~ � i �t`i o� z �a w Nv a Qt=:3 z '-`-w� �=, cd a La. i Z0. �.a. .z �Wwa ?,,W_�,o N� . + • z�(oWtj=zo. u> cno: r dW J w >-ac`1i o vp� Q ^ w W �G d' 1•' Q. to W W J . L_ - .i Li r Q W (A a a (A ? r'E 1- OO Cd W o �•t/� �" r.a W.iL bi W ,"Q„ _ -= •`+ 1� w w o M M •it W' W W Z z fn W ¢ (/i I z w Ir a 316 ,� of >>t z Z CC NVI-V aWWEJi. C Q •p til Z • F..pN tAWap: c ,,;� TF d Vy ^ to - p N t0 w : Z W d' Q Z Z m MNL. 6- tD t10 r •�P.••.........•,•.. 316 .J + co it ii >. CL > Z o -� c, - Z N.. •.p r ♦ y,•• l �x �� <`_ to 3'O z _ d ��OJJ 4WjW tpp 'W '=Iii " �rM ZJ� �itr 'sl w fn Lr„ W =i + W V . cG 3 O - ...... V W •W EB � r p� WU .x Qd. ..i...� i d o a Z a r . co. _, LLi.c� w o . co t= �,. . B.J. •KLlN6 EXISTlN GRADE w - to " ¢ J ! n . t to i ............«...«:............� 00 pj O Q Ca � to o r 'W + jc°w ra * !- �Z� J>ZpM r- _ LL. WDp l ► t+D V1_..z cfl. Ji, v.w.G1.o ¢. n II N xZIX.il ¢ J>Z .111.7 � / �' r 3oar�i� ¢ ��Z �; z MLay.15 Q 'Z �rwoop s Wrn (no " to Q J'> z p 'M' Z A In fJ te' SM 1 " Pvc �. z n.��o.lo � � I � WATERLINE, RUNNING 312 0 z a PARALLEL, APPROX. 161. t o RIGHT. ►Q- 312 � � � � cn i ` PROPOS GRADE t 4 t w N w _j z -J Z N -I•' I i Z o Ow U LLJo OL O� f �! J I! __ i I I 1 I 308 w f�,_1 w w rn _� w tI» ( _ SEWER UNE, • RUNNING rl o > 308 PROPOSED 8 PVC, -- - -- . _._ _ � LLEL APPROX. 8.5' L. \ 34 -__ ti _ _ - _--�- En 2.7' SEPARATION It U_ it_ SDR-26, ASTM D30 --I~- - > Q > a SANITARY SEVER LINE B 11,6' SEPARATION j -- _ ► r !i _ to w of I ' 1.5' SEPARATION n cy 0.67 SERARATI cv �.,, I ---- ._._.. _,._ _ ____ ---_ ` 1.4' SEPARATION ( I SCALE- 1 �► i� 20, _ _._� ''`�-...._.__.._......._..�...._._..._� � 304 DRAWN BY: JNP STA. •6+66.05 _ _ ... .r: INSTALL: �"-"------y--- APPROVED BY: AAP ,n 304 -_ _- s. ., `;"' 34 LF 6 SANITARY SEWER _. w " °! SERVICE WITH DEEP CUT M� STA. 7+72.86-.----w. Ir DATE: 12/ 0/04 CONNECTION. SEE SITE PLAN ALL: FILE:. FOR DETAILED FLOWLINES. INSTALL: " 35 LF 6 SANITPL ARY S R cu o FL=305.25 GREASY WASTE SERVICE WITH o ! DEEP CUT CONNECTION. SEE SHEET 1.tri o A CE SITE PLAN FOR DETAILED �� c M M M ' j FLOWLINES. DECr 0 M i! - FL--305:fi9 0 20 C5111111 °' w COLLEGE TAMON C5 a a a .. 'o 0 0 ... "ENGINEERINGOF 4 M i lilt tLEVATION q q� d�..�� IEI �Y f� 118 IT 13 U Z N t liltry CERTIFICATE �rPu�ES� { 7 Y lilt fill��i� Z 2 jCl 2015 Z SCALE: 1"=60' ( Z z Q W ' Q W Q co a till �o� _ _ c m o — -- tttt ' a REC�i1IRE® COLLEGE STATION �� z w z�� a�W� X:�� 0\ W r i it 1 (tft •�.'� E J O z �0\ o >- ci IUt +2 ❑ Co 7 11 Cw m till !nI — — — — — — — — — — — — — — — — — U t � I it I # Iitt -- 4, — - — --- ��r �i `-w— O \/p / `\ \ ids \\ \ ; ,:, f �`WG v- - - '� ,y/', / //'' ♦ ; ' _ _ N;' cis—/ r rr ' \ \\ UILDING A , , 'r/► \\ /�� ,� / /' ♦ , TR c�" _�; f BUILDING F ,, ; ' \ / \ f l.• \J TOTAL BLDG: 18,686 S.F. g / / /' ........TF ------.ice *t♦ \\ ` - : '�`,\ �\ ��► /j ,/ / ,/;' 0I- ♦ a. ALFRED A. PAINE V1 \ / ff ! - ` \ \\ - \ LOT 1 / // / I ' ',`\�' "V OL� �.... .......9722 / d \�\ \\ / \ \ !tf 15 PUBLIC I - \ - ";�\\ - \� BLOCK ONE %/ �.'///��% �% a9.0'3 pLgCL tjt .n OJ ` `\ \ \ -- - -- !! ! --- - ---- --- - -- !-Le ------------------ �_• -' �,� ' �� \ ® \ f / ' ♦ O RES .00l\ / 75 ool LOT 2R 4 0.56 ACRE j '/� • �ww EXISTING 0. DETENTION ______ /� w Ld vo �j PUBLIC UTI L...+ +- 1 \ \ 1 / uj g 1 \ \ \\ I 1 1 � .�' // fa7 `\ % \ \ 1 I \ U r r r ` r r \ \ / 0 O r - i \\ \\\ \\\ / 01 .0'' / / / /ie W — 1 \ y 0 d \ \ \ \ I / I / r r \ 41 i ool a o v oo- It l000� Ix Lo CD �- " \ o_ SAHARA REALITY GROUP, LTD. Cr \ , / / / /,- \ < N 2 3 j W ---',. ' -, \ 7.47 ACRES - w \ - lo- o_ Iii c. w w m �" VOL. 6330, PG. 177 p \ -- ,s / TOPSOIL STOCKPILE AREA / 0 0 -6 T \ I 1 \ \ I \� SCALE: 1 " 60' DRAWN BLD AConstr. Type '" L / / Bld. Size SF o, / \ No. Stories .11 CU / / / / \ 160 Sprinkled (Y/N) / \ --' No. FHs Locations - Required Flow A l3 F 118 IT 13 17 13. 26:3 13 05- .19, ka { 7 Y Y Z 2 Z 1 719 WA l Iso APPROVED BY: AAP 1 1 DATE: 09/2/2014 VIEWED FOR FILE: ' (—' JUN 2 6 2015 SHEET •� \ \\ ,i.-' / COLLEGE STATION DEVELOPMENT SERVICES C1 0 PLAT FILED: 0 0F I cs n i t*i n All 1! I i P nnv^u4 (ILAff ��glts - '� tS► LEGEND MANHOLE SANITARY SEWER LINE WATER METER Q WATER UNE WATER VALVE 8 FIRE HYDRANT +: r GAS METER GAS LINE TELEPHONE PEDESTAL I •:: w TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE i–UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE — PROPOSED WATER LINE pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC UNE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT-OF-WAY LINE BUILDING A: pi BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 26,389 FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM s FIRE FLOW REQUIREMENT PER 2012 IFC: 3,500 GPM r 161 50% REDUCTION FOR SPRINKLED BLDG: 1,750 GPM 161 75% REDUCTION FOR SPRINKLED BLDG: 875 GPM 106 O 2 F s � w 3 106 Z W W +: r w I •:: w d �• W co T' W 161 i > s b 3 W N U d CL L W N f i N -N 0_ i 0 3 CL O O J O) i a N !v O U !v J Oi L A -N N L > M (U w N U Or O L 0- d J 2 SHEET SHEET I I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� yY w I •:: w I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� 0 3 Z Q J W H ti / C) r - L G, 0 c W 0 tA 3 to N u L ON N I N •F' CD / 3 CL0 0 J C L CL W I u 1 J N L P th L N / (U tA u o, 0 L r- 05 J Z LEGEND MANHOLE SANITARY SEWER UNE —mss WATER METER Q WATER LINE WATER VALVE 8 FIRE HYDRANT u}u GAS METER -1 FG LINE TELEPHONE PEDESTAL TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. UNE — UE OVERHEAD ELECT. LINE CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING 1 KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE —M PROPOSED WATER UNE po PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE P E PROPOSED TELEPHONE LINE FF PHASE UNE IIIIINII GHT-OF-WAY LINE c 1 - .. B.C...w�.vm�.a. -r .raffia. n .v rr�r.- vr.� .v • \ G.70 - \ BUILDING B: I �. FROM c. � � �. ♦ `, ••.. � BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 13,195 I ;:: �' 1 R5•5' to \ ♦♦ `� tri FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM I W 173 -i.W &W ' 142 `�o\ ' ♦♦♦ 't ( FIRE FLOW REQUIREMENT PER 2012 IFC: 2,500 GPM I:f 173 20.0' 28 196 200' 25 ; gd t� �"'� ♦♦♦ 8 1 ( W 50% REDUCTION FOR SPRINKLED BLDG: 1,250 GPM 1 0 °' \ ♦♦ '`, `, �,- W �, •i 75% REDUCTION FOR SPRINKLED BLDG: 625 GPM l o 0 9. \\ ,�� ♦ �' I� 161 (•r ' 20.0' 156 / ♦ t ` ,`' ♦ v .� a BUILDING F: I Z _ \ ��� 58 ♦♦ �` O 0 RS.s' .� �y ti BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 18,686 I _" G FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM 3 I los A p' , / a� ` ���/ 57a I �`' 23.(• ( 177 ( 23.0• 197 "Ocm FIRE FLOW REQUIREMENT PER 2012 IFC: 3,000 GPM ;` 11 Cj•H 50% REDUCTION FOR SPRINKLED BLDG. 1,500 GPM I ;:T W — — 176 — — — — — _ -W as •r R25 t-� 29 75% REDUCTION FOR SPRINKLED BLDG: F r:eo.5• ® 1 © Y 1 VED FORI ► i 1 + - - .,' p j� ter:.. ® ' �1 • ,�, - ,� ' 0 �, 6 2015 ON R RUN 0 LAT FlbED: k i / . �,\••, ��,� i , rri•.�yi�•lyiltlrr�la� .���L_ • � � � � ` � o;��*.► _- oil oil I NINE I I BUILDING F 190 189686 S.F. IN FF=312.5 ism L OwDODR 01 C3 SEASON 58 ZIP ib - = win -� � / J (_ � ® �����i� .�• =—Iii" — A �-1�� --_--' -' --' I- � 1 -�� /I:l.��'��t�i'�7— ai��>• �s'�+1•�— _ r• IIIII/IL �,, r 1 ► 1 �}.,� ` I & ;;R.J. ,\ � • /` � � � � � � �`f� \!. -;'. I �� a �\WIN, bz DRAWN BY: SJH PAR APPROVED BY: AAP Ak DATE: 04/02/ §019 0 SHEET cl 02 OF 4 ► � � �� :mss\ �. : : �� O) 3 a Z J 0- L i 0, 0, w / 0 4 3 rn 0, u d CL L o, 0, i N 3 6- 3r / a 0 O J 0 i CL ti i 0 J I o, L A -' tA L o, 0 / ru m Lq U o, 0 L 0 J / LEGEND MANHOLE SANITARY SEWER LINE �s WATER METER Q WATER LINE WATER VALVE FIRE HYDRANT IE011 GAS METER u GAS LINE G TELEPHONE PEDESTAL 10 TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE --UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —. WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER UNE —PSS PROPOSED WATER UNE pw PROPOSED ELECTRIC LINE FE PROPOSED UNDERGROUND ELECTRIC UNE —UE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT—OF—WAY LINE -- - .�1 I i as • - • ' •-• r� �, WCC , _ �,; ; ... _ i " /® i © `-`� 0— aid..- • • .. \r '����I % iii►' tt �` �:®- ��.'i ,•s- was - •. -iiiiiii �� •; i � .• � . __ � i'• • ..I{I _�1C`V \��-�� 1.�� !\moi. `1I'7• \- . , r. � �������. � /f- 0 MA WIN !�+�y. 'i �♦i • • ilii ri. ` \ . ��. . ��.= t • Wed VP��� .♦ OAF 95 11 MOM I AN/ . .� �� • `Aq OR 1 14 AR MA —p FA lb �_ �►�. ya - -�IF✓ �� 44 54 1a . + Ate/ ✓ A+��'`� ��'� R��/ ��,� % i 1 � a� -✓ ��.�pp.�� �• aa�r a '.''.• �� . ` `.�I'�� ��,�''♦t! -•`t qe -a•a_Yl:y �' \ �t,'``.. � r ..-•..� � y ��� � � � may/rt. om �► Q�� � � �• t � , � ;\�® •''iiiiiiiiiiiiiiiiii. � \�� `4►� �i ` � .�� ,� O /f:,•. - � i \ --- NW IR CROar -ars. �►i �� e•®: s1►.���`� WALK 0% �. /'�� iii►''!► 1 � •ars. � � , -. CROSS POW but Allo162 2S iEXISTIN ADA RAMP TO BE MANDARD SIDEWALK & CURB. ONE WAY a (PUBLIC) REMOVE PEDESTRIAN ui N I CROSS WAM ? 171 ul it \�\�G $0E S� 26• 1 Q\e- tid i E t z �� �� / i / \ \ • EXISTING PED ESTRIANto _ f • • 4 cn ,,, w a 0 CROSSWALK •� - ; ' p c z �" rn EXISTING TF I. SIGNAL'& Fn U) o '',I;3 o 0 ' @ \ • \ REVISE PEDESTRIAN CITY OF COLLEGE STATION �`WALK , SIGNAL VAULT TO REMAIN ��I o U) xx -All w ' 4 / 0 a coy w a Q a �,\\ ' CROSS WALK t w S Ei m \ �_ . 4 • \ A\ / �'V EXISTING PEDESTRIAN CROSSINGSIG�++ �+ MM.7 t G. f� w w w R' Ix ix a Q • ��` 157 �� �� ®�4 \ , I ABANDON CONTROL VAULT t ' ' \4 •Q Q• Q •�� ` t E ' \ / EXISTING STREET LIGHT TO BE \ a / / �` �\ • REMOVE RELOCATED X15 WEST IAN � : o — \ ©• Q - / �` D\ 'Ca \ / /EXISTING R' i I t0 n O\! CROSSPEDESWALK ENTRANCE ACCOMMODATES �, BDC SRO �S Ib�N IN °� ��\% j - Usti_ SCALE: 11' = 30 \ \ r �. .:SJ MMLf N A`.l' `aO:g µA I JUN Z 3 201 Kv COLLEGE STATION IN E;{ ALLLAD • 4. DRAWN BY: AAF 4�` �� ' NG I t :EXISTING CRY OF COLLEGE APPROVED OY: AAP OL: -6298, PIG.'1� � �� � ' 0 , + ATI N,. TRAFFIC VAULT I�OT PLATED .. \��° _ r TO BE ABANDONED DATE: 0;9/25/2014 o :� Q .Q �. a °. • �` a�\\ ` -� EXISTING SANITARY SEWER FILE: MANHOLE TO REMAIN ' a .• 4 q. Q �` DCI lIG 24" CP E i SH�'ET a a a Q `%`,` INSET .Ar 3 `f ♦-' ■ PHASE LY 4 ,;-- '- OFA, 4 • :,a '4 • •• .° � > �'! � \� \\ ' `\� CD a z Q J w / cm L 0, 0, Cl W / 0 3 W 0, u d B.. L 0, o► I N 3 a- / a 3 / CL 0 0 J CD L CL W I 0 u r - J 1 o, L A f ul L 0, E / tU w tn 4J u 0, 0 L CL J WATER O EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. O CONNECT TO EXISTING 12" WATERLINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O BANK OF 6 - 2" WATER SERVICES WITH 1" WATER METERS SET AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE 0 30" MIN. BURY. O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). © BANK OF 5 - 2" WATER SERVICES WITH 1" METERS SET 0 9" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT 0 MIN. 30" BURY. O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF 6" FIRE UNE TO SERVE SPRINKLER SYSTEM. SANITARY SEWER 0 CONNECT TO EXISTING SANITARY MANHOLE TOP EL. = 306.65 EXISTING 8" OUT. = 300.60 PROPOSED 8" IN. = 303.83 O PROPOSED 8' SANITARY SEWER UNE AT 50% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). ® INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=349:31- 309.31. USE DEEP -CUT CONNECTION TO 8" UNE - FL=303.51. ® INSTALL 4$'- 35' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL 303.34'. FLOWUNE AT DOUBLE CLEAN OUT = 3t0:96 309.90. O GREASE TRAP TO BE INSTALLED BY TENANT ® GREASE TRAP TO BE INSTALLED BY TENANT ® RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE O RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE ® PROPOSED 6" FIRE UNE (C 909). `- 154 GRATE INLET 8b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 45g INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=94 44- 309.31. CONNECT TO MANHOLE AT 115 FROM B.C.) P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - FL=304.62. O9 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 OF CURB. ® EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.0% 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. m~ APPROXIMATELY 8' COVER. 11 EXISTING 8" WATERLINE (C 900) AT 5.5' BURY SEE ( 47a INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWUNE AT BUILDING - 306.0'. 117 0 PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 6. CURRENT USE -VACANT N/A 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. AS NECESSARY TO MATCH FINISH GRADE). 47b INSTALL 54' OF 4" SANITARY SEWER UNE AT 2.0% FROM 13 INSTALL 20' OF 2" PVC IRRIGATION UNE WITH A 1-1/2" 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8' 161 EXISTING 5' SIDEWALK - 3' FROM B.C. IRRIGATION METER SET FLUSH WITH FINISH GRADE. PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE UNE. FLOWUNE AT BUILDING - 306.0'. 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE IRRIGATION METER SET FLUSH WITH FINISH GRADE. 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE 47c INSTALL 55' OF 4- SANITARY SEWER UNE AT 2.0% FROM 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION GRADE. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 16a 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN UNE. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 UNE. FLOWUNE AT BUILDING - 306.0'. 16b INSTALL 1" WATER METER. 47d INSTALL sANrrARyT 5- 6A LINE AT 2.0% F�TO 16c INSTALL 1" WATER METER. 166 RELOCATE STREET LIGHT 40' EAST. BUILDING USE DEEP CU0 CONNECT TO CONNECT 8" 16d 6" FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLY IN RETAIL 54,174 S.F. UNE. INSTALL DOUBLE CLEAN OUT AT BUILDING TO MATCH 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP BUILDING. INSTALL FDC 0 BUILDING. FINISH GRADE - FLOWUNE AT BUILDING - 301.83'. 17 INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 47e INSTAL_ 55' OF 4" SANITARY SEWER LINE AT 2.0% FROM NOTED 2.5' FROM B.C. 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 18 EXISTING 12" WATERLINE 123 UNE. FLOWUNE AT BUILDING - 306.0'. 19 PROPOSED 8" WATERLINE (C 909) (SEE PLAN/PROFILE OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O SHEET FOR COMPLETE DETAILS). 47f INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWLINE 20 N/A 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS AT BUILDING - 306.0'. 21 N/A 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 0 N/A 479 INSTALL 53' OF 6" SANITARY SEWER GREASE UNE AT 2.0% WITH O N/A 1000 GALLON (7' X 14') GREASE TRAP - COMPU=TE - GREASE 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT TRAP MANHOLE TO MATCH FINISH GRADE. FLOWUNE AT BUILDING 24 CONNECT TO EXISTING 8" WATERLINE (C 900) (SEE O - 306.0' PLAN/PROFILE SHEET FOR COMPLETE DETAILS). PROPERTY UNE. �' 25u INSTALL 132' OF 6" WATERLINE. 47h NOT USED, 25b INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING 2.5' FROM B.C. WALL FACE OF WALL TO BE FINISHED WITH SURFACE 25c INSTALL 1" WATER METER. 47i NOT USED 25d 6" FIRE UNE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. SYSTEM, PROVIDE ISOLATION VALVE AT PUBLIC LINE CONNECTION. N/A 183 25e FIRE DEPARTMENT CONNECTION 127 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. 47j NOT USED 27a 3" TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE. N/A 184 27b 1" WATER METER. 129 27c 1" WATER METER. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO 27d 1" WATER METER. N/A MATCH FINISHED GRADE. FL = 304.50 28o CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 28b INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49a EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. <49b EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.60 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 49c EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.50 28d 1" WATER METER. ® EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 28e 1" WATER METER. 309.8'. FLOWLINE NEW 8" IN - 306.92' (NORTH) INSTALL 78a DROP MANHOLE. FLOWUNE EXISTING 8" OUT - 302.0;. ® 1" WATER METER 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 29 CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. 191 X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, DETAILS). 52 N/A ® PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE FROM B.C. 192 SHEET FOR COMPLETE DETAILS). <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 31a 57' OF 3" WATERLINE (SDR -21, ASTM D2241). <11b> INSTALL 1-1/2- WATER METER - IRRIGATION. O N/A 32a 64' OF 6" FIRE LINE. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. ® FROM B.C.) PROPOSED 8" WATERLINE. O N/A 33b N/A O PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH 137 N/A STANDARD CITY OF COLLEGE STATION MANHOLE(S). -N9F- 0 23' OF 6" WATERLINE. 136 N/A ® BANK OF 3 - 1" WATER METERS 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 ® N/A TEXAS MUTCD STANDARDS . 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE 56 N/A 6" WIDE LANE DIVIDERS (WHITE). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. ® N/A 57a INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 33h BANK OF 2 - 1" WATER METER. PLAN FOR COMPLETE DETAILS ON THE DEEP CUT CONNECTION TO CONNECT TO SSMH. FLOWUNE AT BUILDING - 309.5' 331 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 57b INSTALL 43' OF 6" SANITARY SEWER UNE FROM BUILDING. <M> FIRE DEPARTMENT CONNECTION BURY CONNECT TO 8" UNE. FLOWUNE AT BUILDING - 306.89' STORM STORM SEWER. INSTALL TWO-WAY EXTERIOR CLEAN OUT. VERIFY EXACT N/A N/A GRATE INLET. LOCATION WITH OWNER. ® 1" WATER METER. 57c INSTALL 43' OF 4' ITARY SER LINE FROM® UILDING. USE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET DEEP CUT CONNECTION TO CONNECT TO 8* FLOWLNE AT 0 6" PLUG FOR FUTURE 6" FIRE UNE (TO DOUBLE CHECK VALVE CURB INLET. BUILDING - 309.5' C7.3. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 4' BURY.143 ® N/A N/A ® ® BANK OF 4 - 1" WATER METERS 57d INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 35c O 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWLINE AT 24" ADS N-12. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. DETENTION POND OUTLET BUILDING - 309.5' 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) 37a N/A 57e INSTALL 41' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 37b N/A DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWUNE AT AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO BUILDING - 309.5' 37c N/A FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' ® INSTALL 5' OF 3" WATERLINE. AREA GRATE INLET 36b 1-1/2" WATER METER - IRRIGATION. EXISTING 36" RCP TO REMAIN 39 N/A BUILDING ® N/A 81d 41 N/A EXISTING 36" RCP TO REMAIN. 42 N/A 4' BURY TO BUILDING (RESTAURANT). 150 57f INSTALL 37' OF 6" SANITARY SEWER UNE FOM BUILDING. TO 82 EXISTING 8' X 8' TRANSFORMER. CONNECT TO SSHM. FLOWUNE AT BUILDING - 305.64' ® FURNISH AND INSTALL 3 - 4" CONDUIT - N150' LONG AT 4' BURY TO 'BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 57g INSTALL 46' OF 4' SANITARY SEWER UNE FROM BUILDING. USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE. FLOWUNE AT BUILDING - 309.5' 57h N/A ® INSTALL 6" EXTERIOR CLEANOUT AT BUILDING - FLOWUNE AT BUILDING = 309.5. 59a INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" UNE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM BUILDING. FLOWUNE AT BUILDING = 312.0'. 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE CLEANOUT 5' FROM BUDDING. GREASE TRAP TO BE INSTALLED BY TENANT ® PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 61a INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWUNE AT BUILDING = 306.5'. TIE TO GREASE UNE AS SHOWN. 61b INSTALL 119' OF 6" SANITARY SEWER GREASE AT 2.0% SLOPE, FLOWUNE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY TENANT. 62a INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE AT BUILDING - 306.5'. INSTALL DOUBLE CLEAN OUT AT BUILDING - FLOWUNE AT 8" UNE - 302.3'. ® FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) ® EXISTING 3 X 5 PULL BOX. 86a NOT USED 86b FURNISH AND INSTALL 3 - 4" CONDUIT - N235' LONG AT 4' BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 87 N/A ® N/A 89 N/A ® N/A VERIZON TO FOLLOW UNDERGROUND ELECTRIC ROUTE - CONTACT VERIZON FOR CONDUIT AND BURY REQUIREMENTS. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SITE SPECIFIC P 1. PROJECT IDENTIFICATION: 151b EXISTING CURB INLET TO BE REMOVED. PROJECT NAME: UNIVERSITY TOWN CENTER LOCATION: UNIVERSITY DRIVE 151 EXISTING 46" RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION. 152 NA VOL 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, / VOL 690, PG. 175 - 13.31 ACRE TRACT -VOL 6347. PG. 185 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL 6078. PG. 247. 153 EXISTING 48" RCP. 2. APPLICANT .INFORMATION: `- 154 GRATE INLET SAHARA REALTY GROUP, LTD. INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON C/O DAVID SCARMARDO 115 155 TRENCH GRATE. EL=308.5. FL OUT=306.2. P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - 15 3' CONCRETE FLUME x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 156 30" ADS N-12. SAME AS APPLICANT ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. m~ 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .OF .TF,H j EXISTING WALK AT 12" O.C. SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 117 0 AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE -VACANT N/A 1® 128' OF 10" ADS N-12 STORM DRAIN 0 0.8%. 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD SITE " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS 161 EXISTING 5' SIDEWALK - 3' FROM B.C. COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 DATE: APRIL 2. 2014, AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE x-13= 205' 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 163 N/A TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40' 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH EXISTING 3" POLY GAS LINE. COMPLETE JOINT. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 ERWISE NOTED. 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER - TIE 12. BUILDING AREA: 120 NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. RESTAURANT (W/O DRIVE THRU') 49,324 S.F. 6" REINFORCED CONCRETE PAVEMENT. 166 RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/ DRIVE THRU') 1,400 S.F. 121 = RETAIL 54,174 S.F. INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP TOTAL: 104,898 S.F. RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET AT 12" O.C. 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED 1B8 INSTALL 80' OF 24" RCP TO INCLUDE 6:1 SAFETY END 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF TREATMENTS AT 1.5%. OCCUPANCY. 123 . " 180 POURED MONOLITHICALLY WITH PAVEMENT. 62b INSTALL 2 - 6" SANITARY SEWER LINE, 47' LONG, AT 2.0% `- ATMOS GAS 169 INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON AS PER CITY ORDINANCE #2394. 115 EXISTING 2" POLY UNE w aaaco 30" MIN. BURY ON ALL LINES 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 106 EXISTING 4" POLY UNE. 17 TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING IN ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH U TIE TO 8" UNE AT EL 301.9'. INSTALL DOUBLE CLEAN OUT AT m~ .OF .TF,H j EXISTING WALK AT 12" O.C. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RES ONSIBLE FOR FURNISHING & INSTALUNG ANY NECESSARY 117 0 BUILDING. 107 N/A 170 5' SIDEWALK. UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATIC. GENERAL CONTRACTOR IS RESPONSIBLE FOR ®PROPOSED 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. DETERMINATION OF UTILITY INSTALLATION ORDER. RED WITH WORDING - LANE - NO PARKING - TOW 66a CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE 108 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNE6 WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 109 O EXISTING 3" POLY GAS UNE. 171 O SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA ON. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, ® INSTALL 106' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 110 EXISTING 3" POLY GAS LINE. STANDARDS CONDUIT WITH PUL_ STRING WIRING PULL BOXES TRANSFORMERS PAN LS AND APPURTENANCES NECESSARY FOR PROPER SLOPE, FLOWUNE AT BUILDING 306.50'. CONNECT TO 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 172 6" REINFORCED CONCRETE PAVEMENT. OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TO RECORD LOCATIO S OF ALL CONDUIT ROUTES. 121 = 111 O INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY 67 ® C5.1 END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 POURED MONOLITHICALLY WITH PAVEMENT. OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O TRAP TO BE INSTALLED BY OWNER. 112 INSTALL 20' OF 2" POLY LINE, SET METER AT BUILDING. <a74> STANDARD 6" X 6" WHEEL STOP. 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OF THE UNIFIED DEVELOPMENT ® INSTALL 28' OF 6" SANITARY SEWER UNE FLOWLINE AT 2.0% 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 125 " ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQU HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT SLOPE, FLOWUNE AT BUILDING 306.50'. END IN DOUBLE METERS AT 3 SEPARATION AT BUILDING. 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT E PROJECTED CONE OF LIGHT DOES NOT CROSS ANY . O WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL PROPERTY UNE. �' PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 14 NOT USED w C N ® INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% FROM 115 EXISTING 2" POLY UNE w aaaco 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� Xnw w z EXISTING 8" LINE AT EL 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. p Q J U INTERVALS. TO MATCH FINISH GRADE. m~ .OF .TF,H j 65b 'TOPS INSTALL 66 OF 6 SANITARY SEWER GREASE LINE AT 2.0% 117 0 INSTALL 50' OF 2" POLY UNE, SET METER AT REAR OF BUILDING. - 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTAL! DOUBLE CLEAN OUT AT BUILDING. 117 INSTALL 47' OF 2" POLY- LINE, SET METER AT REAR OF 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED "FIRE I ALFRED A. PAIN[ BUILDING. RED WITH WORDING - LANE - NO PARKING - TOW 66a INSTALL 106' OF 6" SANITARY SEWER LINE AT 2.0% FROM` 118 O INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. TO EXISTING 8" UNE AT EL 295.64'. CLEAN OUT REQUIRED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL 119 INSTALL 61' OF 1" POLY, SET METER AT BUILDING. 178 O HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH HANDICAP SYMBOL PAINTED IN SPACE). GRADE. 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 17 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP 66b INSTALL 86' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 121 . " INSTALL 25 OF 1, POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR TRAP TO BE INSTALLED BY OWNER. 122 3' SEPARATION. STANDARD AS REQUIRED. 67 ® N/A N/A 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS ACCORDING TO TAS/ADA. 124 O INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT 69 N/A 3' SEPARATION AT BUILDING. 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. 125 INSTALL 45' OF 1- POLY UNE, SET METER AT BUILDING. 182 5' HIGH CONCRETE RETAINING WALL BASE OF WALL TO BE COX COMMUNICATIONS - CONTACT 1' OFF PROPERTY LINE. FACE OF WALL TO BE FINISHED 979-774-2506. MINIMUM 30' BURY. PROVIDE WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL MINIMUM 9' VERTICAL SEPARATION BETWEEN CROSSING UTILITIES/LINES. 182 2'-3" HIGH LANDSCAPE BLOCK RETAINING WALL 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. ®VARIABLE HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION WALL FACE OF WALL TO BE FINISHED WITH SURFACE TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. ELECTRIC ROUTE. TREATMENT REPUCATING BRICK OR STONE. PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. <a26> N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, 127 N/A 6 DOWELL INTO EXISTING PAVEMENT 12 O.C. 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. 128 N/A 184 HANDICAP URB RAMP WITH FLARED SIDES, PER ADA/TAS 129 N/A STANDARDS 76 FURNISH AND INSTALL 2 - 4" CONDUIT - 40' LONG AT 4" BURY. 130 N/A 185 ROCK INLAY - PER ARCHITECT PLAN n° FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL SIGNAGE 186 N/A ® STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> 300 FT SQ. SIGN - 24' TALL X 23' WIDE - SET 50' FROM 187 4" CONCRETE WALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 6' TALL CMU WALL ROUTE 2 - 4" CONDUIT - 39' LONG TO BUILDING 132 200 FT SQ. SIGN - 2277d B.C. ROUTE ELECTRICAL' CONDUIT TOTALL X 23' S GIVE - SET 50' FROM 189 6' WIDE X 4" THICK CONCRETE SIDEWALK. ROUTE AS DIRECTED BY OWNER. 78a ANDINSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL <133 66R00F g Q. MONUMENT - 4' TALL X 15' WIDE - SET 48' 190 FLUSH CURB CONDITION. TANDARSND STANDARDS C. 191 TRANSITION TO FULL CURB IN 27 FEET. 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, 60 FT SQ. MONUMENT - 4' TALL X 15' WIDE - SET 48' 78c FUNISH AND INSTALL 8' X 8' TRANSFORMER PAD. FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 135 60FFROM g C. MONUMENT - 4' TALL X 15' WIDE - SET 65' 4 BURY TO BUILDING 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 136 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. 4' BURY TO BUILDING B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 194 STOP LINE 790 D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 137 N/A SFURNISH TANDARDS 136 N/A <@ TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 N/A TEXAS MUTCD STANDARDS 79c FURNISH AND INSTALL 2 - 4" CONDOR - 104' LONG AT 4' BURY 19 6" WIDE LANE DIVIDERS (WHITE). STORM SEWER (REFER TO GRADING 195 RAISED CURB MEDIAN 79d N/A PLAN FOR COMPLETE DETAILS ON THE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). 196 OTO INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET X7.3. 79f BURY STORM STORM SEWER. 79g N/A 141 GRATE INLET. 197 INSTALL 2 DIA x 6 LONG LIGHT BASE. TOP OF BASE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 142 CURB INLET. C7.3. 4' BURY.143 12" ADS N-12. 198 N/A ® EXISTNG 2 PROJ - 4" CONDUIT STUBBED OUT FROM HOMEWOOD 144 18" ADS N-12 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 81a FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) 145 24" ADS N-12. 200 DETENTION POND OUTLET 81b FURNISH AND INSTALL 6 - 4" CONDUIT - 125' LONG201 1'46 STORM SEWER OUTFALL EROSION CONTROL AT 4 BURY TO BUILDING. TURN UP INTO TRANSFORMER 36" ADS N-12. AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 202 2-36" RCP DETENTION POND OUTFALL PIPES 81c FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' CURB INLET WALL. 20g AREA GRATE INLET BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT 148 EXISTING 36" RCP TO REMAIN BUILDING 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 149 EXISTING 36" RCP TO REMAIN. 4' BURY TO BUILDING (RESTAURANT). 150 EXISTING JUNCTION BOX TO REMAIN. 151 JUNCTION BOX PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 26,225 27,611 z Xn w C N ry I- :Dr N LU z zQ w aaaco 797 U) X - z x��� Xnw w z cn F- rn zv J Q p Q J U m~ .OF .TF,H j U 26,225 27,611 50,724 56,270 24,500 28,659 377 441 797 883 TAL SPACES 172 651 120 943 .OF .TF,H j +�JAN1�S "N ANDS I ALFRED A. PAIN[ WATER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT DAILY DEMAND C RETAIL AVE DAILY DEMAND ........ 25 GPD/� PROJECT SPECIFIC: POPULATION DENSITY PER B II S UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 P RSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD 9.2 GPM ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 1.5 TOTAL ........................... 19,946 GPD 13.8 GPM PEAK HOURLY DEMAND.... ADJUSTED DAILY DE D * 4 TOTAL .............................. 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK RLY DEMAND=ADJUSTED ONLY x 4.0 SANITARY SEWER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT AVE RETAIL AVE DELMAND DEMAND........ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER BCS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 11 1.5 TOTAL ........................... 19,946 GPD PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 TOTAL .............................. 3.324 GPHr *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND -ADJUSTED DAILY x 4.0 REVIEWED F'OR JUN 2 6 2015 COL_EGE STATION DEVELOPMENT SERVICES PLAT FILED; c'SS PHASE 3 ONLY p N U) Z z U) U) Z V z N y v 12 y o 012 a s x 'Ta N 2 2 ILI 8 v�M 0. a 04 Ilk L� Ir IL y l Ix w Ali w o 0 0 0 0 N rq rm n rn � w SCALE: 1" 30' DRAWN BY: SJH APPROVED BY: AAP DATE: 09/25/014 FI LE: SHEET ci ■ OF 4 Plant List ' Point Value Poing Gyri enxs NOTM (Botanical Na"e) KeyC,�uuantity Size ���� µ Canopy Trees 300 16,200 12/14' Ht., 3/4' Sp., Matched 54 3Y2" Col. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container +• r 300 300 14/46' Ht,, 4/5' Sp., Matched Cstocio chinensis) 6'-0" Clear Trunk Min., Container' al. Chinese Pistache (Pi 0 300 13, 800 14/16' Ht., 4/5' Sp., Matched 46 3%2' Cal. Chinese Pistoche (F'' t REQUIREMENT) 6'-0" Clear Trunk Min., Container 0 (S-i-REETSCAPE REQ ) 0 0 14/16' Ht., 4/5' Sp., Matched a 401 3%2" Cal. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container. (BUFFER REQUIREMENT) Shrubs 0 0 36" Height Min., 3' O.G. Max., Rooted, Full 0 570 5 Got. Elaeognus (Eloeognus x ebbingei ) (PARKING SCREENING REQUIREMENT) us x ebbingei) 0 0 3(0" 1 -weight Min., 3' O.C. Max.,., Rooted, Fuit i0 408 5 Gal. Eloeognus (Eloeognus (BUFFER REQUIREMENT) 10 0 15/6' Ht. Min., 3/4' Width Min., Full Foliage 6' 15 C,al. Southern Wax Myrtle (Myrica cefiferi)OINTS to Caround (Points not claimed) (TRANSFORMER SCREEN1NCa REQUIREMENT) TOTAL PROPOSED LANDSCAPING 30,300 P L NOTE= 100% coverage of groundcover, decorative paving, decorative rock, or perennial Vass is required in parkingi ' l\ lot islands swates and drainage areas, the parking lot ' ,00, ' . '• '/ / ' setback rights-af-way, and adjacent property disturbed during construction. i' V yam` /• ;' t / Landscape Calculations POINT CALCULATIONS Required PHASE 1 Site Area - - 126,571 - 126, 571 / 1000 x 30 - 3,7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F_ Along University) 335 - 86' (Visibility Triangles) Recgvired 24q/0x Boo25 10 Canopy Trees 494 Steetsc�e Buffer -- None Required- 5 2qt x .5 = 2,646 Points Canopy Trees Requ' ed - , Total Points Reov fired Phase 1- - 5,2141 Points PHASE It Site Area - - 487,350 =487, 350 / 1000 x 30 = 14,621 Points Steetscope -- Major Arterial Frontage -- 1,081' (F Along University) 1,081 - I417' (Visibility Triangles) red 884/25 X 300 = 5,3 Trees is qui Steetscape Trees Re Buffer -- 30' Required `5, Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy TOM point value) 280'/3' x 2 = 187 5h(obspoint value) 280 Lin. Ft.' 6' Wood Fence Canopy Trees Reguired -- Iq,g25 x .5 = q,g63 Points Total Points RPS fired Phase i I - -19,925 Points P14ASE I I I A Site Area =- 75,091 ._ 75041 / 1000 x 30 = 2,253 Points 5teetscope None Required Buffer -- 10' Respired A 262' (R4) 2621/25' - 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Rec)ired -- 2,253 x .5 - 1,127 Points . Total Points Required Phase III A-- 2,253 Points PHASE -111 H Site Area - - 83,183 = 83, Iq3 / 1000x30 2, 446 Points 5teetscape -- None Required Buffer -- Required 3 Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 203' (R4) value) 205'/25 x 2 = 16 Canopy Trees (no point 203'/3' x 2'= 134 Shrubs (no point value) 203 Lin. Ft. 6' wooden Feme 5 1 248 Points Canopy Trees Regyired -- 2, - - , Total Points Recigired Phase _1.11 13-- 2,4% Points I Landscape CalculationsOF �Q Proposes POINT CALCULATIONS L` PHASE I Canopy Trees -- 11 - 3%2' Cal. Trees3, 30 - 0 Paints ROBERTT t3. RUT "`•..•.•,•'•• 'k" ROBERT 8, 5teetscape -- i5 - All Cal. Trees = 4,500 Points ..... j 434 ......JA Am ;.. Only 10 Steetscape trees required. Excess Steetscape Trees _ rAwl to be used to satisfy 5treet5cape ReWirements for P I1. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for screening poking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points Only 5, 2cil Points Required. Excess points to be used to satisfy requirements for Phase Ill A,--2,509 Extra Points PHASE II Canopy Trees -- 44 - 3%2` Col. Trees = 13,200 Points Streetscape - - 31 - 3/211 Col. Trees C1,300 Paints _Trees 36 Streetscape trees required. 5 Excess 5treetsca from Phase Ito be used to satisfy Streetscope, Requirements for Phase IL OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for, screening parking along University Drive accrues no point value. Buffer-- 30' 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tree6no point value) 280/3' x 2 = 187 Shrubs (no point value) - 278 Lin. Ft. 6' Wood Fence Total Points Proposed Phase 11--22,500 Points A: Only Ig,R25 Points Recipired. Excess points to be used to ,satisfy requirements for Phase ill B.--2,575 Extra Points PHASE III A Canopy Trees -- 0 - 3Y 1' Cal. Trees 0 'Points Streetscape -- None Required 0 Points Required Points for Phase I i l A to be implemented in Phase 1. Buffer --10' 262' 262' 25' = 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft, 6' Wood Privacy Fence Total Points Proposed Phase III A-- 0 Points A: Excess Points from Phase I to Satisfy Requirements for Phase III A--2,544 Points PHASE Ili B 0 Points Canopy Trees - - 0 - 3Y'2' Col. Trees = 0 Points Streetscape -- None Required Required Points for Phase III B to be implemented i' Phase It. Buffer --301 1. 200' (R4) V 200'/25' x 2 = I6 Canopy Trees(no point value) 1 1 e no int value) 14 Shrubs point 3 200'/3' x 2 ( 200 Lin, Ft. 6 1 Wooden Fence Total Points Proposed Phase III B-- 0 Points . A: Excess Points From Phase It to Satisfy ReQl,irem is -F for Phase III B-- 2,575 PN. oints 30,300 Total Pants NOTE= Total Proposed P Existing site and building. Not part of proposed site. ��- \ 5hou n For reference only. - ` _ / "%! / / i �yJ j l i! •` i, �„--.,_�- - J�^: a --._- � \ - N 0;00e : r -- 1 t '�.:. - /' ;tel-=•—` � r ;< ,;...- fence .,..•• 1 Wooden /, - ! tAloe9 Buff , : a R / s T�` -t r >- 1 v 1 ' Wood Privacy fence i _tt , c , t�' �yJF a ,-�:" .. `•, .. .,. i• --____i----- '= ._.. ---- ____ l��:a •-- I .. L 1 _ ' i ,r•'J i - \ . ., �.� � �. � .,- � , / % - � 4J � y ! Y T , - _ (fes\ ~ ' Nk J> \t /I 3htl� , 321fj . 3N ie NG %FlR I y \ 4-) AL ji C JT GS a. R=VIEWED FOR' . �►� - _ ^ - -�- — ; - N \ I . ` /r , y r r ` L,, �i 1jp ifr ' "+► �1{f 7y�. �� �/' � [-. � r _ I �i `w+ E � , - I �•. SNI -• - -- ___ - � / >. �.r� JUN 2 6 2 015 Lam• _ r t t •t t 3N� `'c. . ' r, ., ,. , , .:. '� COLLEGE STAT ON ' ON t i t: l+ xtlM Z PMENT:SE2V-ICES DEVELU tr> - 1 . .. : �. P�AT FILED...ED..PHA PHASE - L\3 EWE,. FOR J o _-- x E' { \ ' ` ♦ _ W t U ' 1.13 .. .... - � X ��� :' ! � I _._ »,. :a ,;• 1..; ->:. '_I ., � .� - is 7 A JUL 1:5 C -i• , r : , t 3J _ • ti b STATION I Q� Ira 4. t m � I .0 ,S r ' s�v�s _ __ C 1 _ ______ ,; ,� _J 1R 3 ti .z_ 12,4-04 o i JMR ' ♦ ♦ ...... .j ., \ t _ + Ll :4-24-05 7-7-06 RBR Landscape 1. l " I I 1 i 1 l ...... _. %1 North I —� �.,. �, �=¢ 1 __ Sheet Number 0 Ref : None Scale= 10=0 �--� O W Verify all dkrwukm before cawuvction•'``� Q Tr —. .•-. 8 r oQ' OP : 4 aniii Sheet i of 2 1 �f y {�/� 6:t Plastic Valve Box 2" Master Valve .. (optional) irrigation Main Line 6" Plastic Valve Box Ile' Plastic Ball Valve Plastic Meter Box (iq"x25" ) IV' Water Meter Compacted Native Soil Undisturbed Native Soil Copper Flow Line From Tap (Size Varies) NOTE: • 110V power to be be provided for irrigation contractor by Owner. Lateral Line Water Proof Connection (Typ. ) I" Remote Control Valve: Rain Bird PEB Plastic Valve Box with Cover Finish Grade/Top of Mulch General Irri anion 5 ecific ItionS 01. All main lines are to be SCN 40 PVC pipe. N,�.L ' ' �fff Sffffflfff fffffffff if 02. All lateral lines are to be class 200 PVC pipe. ROBERT B. R.. f1f• Riff!fffffffffffff•,H 's 1434 03. All fittings are to be schedule 40 PVC. f 04. Ail wiring is to be 14 gauge. t>jtios�', 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Rainbird PEB series automatic valves. a�2aio5 07. Size Controller to accommodate irrigation zones. 08. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the Owner. : Oq. All irrigation components shall carry an uncond'ti nal one year ARI - _ guarantee (materials and labor). 't (Or Installation of all irrigation components shall be pproved by i, Water --- r -•; ', Flow In Landscape Architect, Owner or Owners' Agent before pipes deter Flow Out - -" - }' ' are covered. N x t0 rinklers -. ' irrigation ditches shall be backfilled and tam' ed. Clods and debris s i All r a _ _.. _. ; ; --- . - , - • _"_y �- _ _ PV Main Line Pipe unearthed durin trenchin shalt be removed from the site. t� o, _ _ - - i _ -- -- t - - - _ -- -- -- -- . , -; - = - :, I 3 i / Water Meters shall be provided by m - -_. - t i i• - - , 2 2 p the Owner for the 4 N I _ irrigation systems in the areas indicated on the Plan. 13. The Irrigation Contractor is responsible for complying with the City ! Double Check Valve Assembly of College Station codes and requirements. � (Install as per City Ordinance #2384.) 03Remote Control Valve 14. The Irrigation Contractor is responsible for installing the Double Check - 8" Pea Gravel (for Drainage) RAIY1b1Y'd PEB Valve Assembly according to the City of Colege Station requirements. Enclosure - As Per City of College Stations Requirements Ref: Nave scale: Now 15. The Irrigation Contractor is to lay out individual irrigation zones. The Landscape Architect is to discuss and approve layout before implementation, ouble Check MPR plus nozzles y pe y in lawn areas. 02 I;o. Install bubblers on ever tree and Cra Myrtle , SSembly -Toro Custom Command (size per plan) I6. Design and layout of irrigation system is to accommodate the phasing Ref: None Scale: None , Irrigation controller of this project. Anchor securely to 6" screw-in extension Wall (add as needed to Maximum Design Flow per Zone: 1�2" Water Meter - Not to -exceed 70 GPM, spray over shrubbery) t-,.Twr ' h -� � {( Lia^" ' � .ar ,'r, •``e FLOWEPSIM HEAD WHERE RE,QUiRED t� MPR plus nozzles 3.0 nozzle Conduit for 115v power 3/4 conduit for _ (size per plan) Remote control _:;;• �� ' ,� ' Approved backf i 1 t � .13. Conductorslocal er _ �_ p Valves and sensor wires=��-��_�,-,,,t' _�` Nipple , At finished grade And national codes `�-$`�-•-L-t - - t.. - Secure to watt with _ _ �- �- �t� Approved backfill Appropriate pipe clamps Lateral tee Approved backfill oro m Toro sprinkler -" f--- Lateral pipe '"�-- TURF HEAD Toro 5742 sprinkler TURF HEAD Plastic cut-off nipple 6' Pop-up Nipple 4" Pop -Up Lateral tee Lateral tee Lateral pipe NOTE: Add modules as needed 05 Toro 570 Series Lateral pipe to accommodate zones. FiXED-SPRAY SPRINKLER Ref = Nona State: Nate Toro Custom Command Wall Mount wool "- 06Toro 570 Series 07 Toro. Mini 6 Series t i Spray Sprinkler Sin le Stream Sprinkler 00. Metal Cabinet : Ref= None Scale: None t t ! Raf: None scale: None - Ref= None Scale. None r Aria 3� _ fve+waY YtYaas .ts,••tY M.•,fIH •f+l•+.e : 7 • _ g, -! • .. Area 2- ;' ,' • : , . d _ MPR plus nozzles < x. �l size rplan) • � .. ... _� -� ( l�0 series nozzle >="�-` —�- -' 1 .. •.-.,-: SiZper tan _ _i r is • - A r: .r- - • 500 s e r .5t f inished rade oro bubbler \ _ � • Flood bu e -- ! l l Approved bac k _ A ed f 'l� p DV HAS p :3 -: - nlatdm - d backfill A rove •; t ...t^.: •_+QTS p t t- _ •- TURF HEADHall VaaP-) le Cm12" Pop-up NippleTOro 5 70z sprinkler Nipple a ° Lateral tee tQl - \ �� .�.4 ;.,, Lateral tee Q ,Y _ ' t Laterat pipe " ` ` _._ .._.. Lateral pipe �. P SE -111.A: �/' .�" AL "''� ' -i - - _ :;. - - - _-- - =-� - -� - } � s t - !.� s �>_- -- �-' � - ' � .,�- _:.-_w: �. �_ _ , a t' � ti ';•• --_- _IrMLdLON so_R�lOnj Toro 570 Se ries Toro 500 Series Spray Sprinkler Flood Bubbler >•' 4 i Ref: None Scaie: Note Ref: N score: ;� Nom t Nor►e e 1 Capc?Ff Nat - 1SGN m { For k -- - ♦ �.. V- ,lir. _._. J N , -- — r----- - - _ - . _i - laolatbn_. _ _. _ _._.._ _ -- �,iook, 't.v ---;-- ^r_ -i--_ — __._ _.__j_-__ �- �-VI- J iLi f' n a \�'_'—_y�''��``:i `;i :'♦� r✓ . NOTE: Ball •----- instal led TAP TAP • Back Flow Device must be ntested un installation as per *2)� 1� .� f C Ord i Hance __.__ `-_ _._- ..__ �r -•," .__' .1:: f T :t• :i � ,\r��.:�--y ,� r .R: r' ` City ,tea , i � — er- - � .X•� \ _ S, 3: s� t f; , +_. • •. Double Check Valve t ve Assembly mb lY Shall Double bt b- e k bsehcForP1 lwo wPr to OT/R! -Station -r CityDf COtte (Ano t) PHASE 11 Installed asPHASE 1 2 hahllne V Hal Valve ve T and RequirementAfrj �S �ccaor9(�( > ` • :: �r __ _ .. t_ _____ _.... .__... _. ___ I _ ____.. ____ 1�F t f _ t- Model us t be on City of C o Ile e Stat►onDouble Check Valve Arsern t Bran i1 dand , ... i_. . i S f it .. .-_.'-t. •.. , .:' .. ..:• t :t � vselrler Approved E List. �p.ent , f -" _ N r k AREA 3 A -R --E FIV -1 t- a c s r fi-........r-.�.: • b - - - -- - - 4 S' h 40 PVC Li Sleeve • o � _ � _ T .�.. ;;.,:;�.�1 .l a � ,: •� �� •, Date:: 10/1q/04 �+ ef'LL Irrigation Contr�tler -- : l MR '~ > - ,� - - 4-24-05 - JMR Isola ion PVC Ball Valve 7/1/05 RBF` ' ) (size to mainline Pei 93 4 �— o ._ -- --= _ ® �� o- EVIE V t 2t� Sch 40 PVC Mainl"ine o� °: �- �- CnmPl- ANCA � n Sheet Nurn�er.• Jt1� 1 5 Zone % � Double Check Assembly (D North U N I V F= IR 5 1 7 Y D R I V E � Landsca � Plan Ref: None scale: 0-60' j' HQW Verlfy ell &rwwl" befom cors# ucN�n#rt c . U. (D North U N I V F= IR 5 1 7 Y D R I V E . . .. .I. :.;1...17*:,"I' . .�.� . Pl o nt L'st .. .. .. . .. . I . . : . t�,:�;."`',;­._1.,.,;.-�.5" . . . . . .. . . - . . . ... .. . . .F .L,,. . � .. • . A::. I . . .,.14 . . . .! . . . . ... 1, . . . . .. I ... ... . . . .. . . . . . Point Value Points' Comments Key Quantity Size Common Name (Botanical Name) N Canopy Trees Cedar Elm Ulmus crassifolia) 300 16,200 12/14' Nt., 3/4" Sp., Matched + 54 3%2" Cal. Ge ( (0'-0" Clear Trunk Min., Container. r. . 9 300 300 14/16' 1-4t., 4/5' Sp., Matched . 1 3% 1, Cal. Chinese Pistache (Pistocia chinensis) �',-0" Clear Trunk 1"fin., Container ; 0 i chinensis 300 13, 800 14/16' Nt., 4/5' Sp., Matched. 4(0 3%2" Cal. Chinese Pistache (Pistac a ) 0-0" Clear Trunk Min., Container 0 * .(STREETSCAPE REQUIREMENT) 0 !4/!(0' Nt., 4/5' Sp., Notched 4ci 3%" Cal. Cedar Elm (Ulmus crassifolia) . . 0 _ . 2 V -0" Clear Trunk Min., Container (BUFFER REQUIREMENT.) . . . . . - Shrubs . laea nus Elaea nus x ebbingei) 0 0 36" Height Min., 3' O.C: f"lax., Rooted, Full fl 570 5 Gal. E 9 ( g- 11 . (PARKING SCREENING REQUIREi'1ENT) . Elaea nus Elaeagnus x ebbingei) 0 0 3(0" Height Min., 3' O.C. Max., Rooted, Full 408 5 Gal. 9 ( . . . (BUFFER-REQUIREi'1ENT)� 10 0 5/6' 'Nt. Min.. 3/4' Width Min., Full Foficl9e . (� 6 '. 15 Gal Southern Wax Myrtle (Myrica ce f i f eri) to Ground (Points not claimed) (TRANSFORMER SCREENING 42EQUIREMENT) 'TOTAL PROPOSED LANDSCAPING 30,300 POINTS'. . - 4', j] NOTE: . 100% coverage of groundcover, decorative paving, . decorative rock, or perennial grass is required in parking lot islands/ swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. -- m- . . . I . . . .. . . � . . � . . . . I . . . . � .. . . . . . . . . . . . . . . . I . : � I . . .. . ` . . j* ; . :i%/, //j� / . / ' ', >\1 ' j Cil, yf', , , fh //11/6t.1,11", . . lis ..l \N �, ,%l.• ,X 1 )`� I ". /i/ . . - . . k :// ,/: /; . / %/,. /, r ; / i �/f /' / , /` •✓ ;<. ''%, // : Y .�c/ k /moi i ; %"';, /; // / /// �i / f' l / , / /,.� 'i kfI �.. /, ,. /'� `.� %/, V �/� //J� // /./%,/� i,%: // Y/ /, I , j // ,' / / �/ / f1 / 11 % / / / ' / ''i ///./, ,� // /i �/ / / / / 11,( % / j . ! , // I ! / X / �' /\/ ' ' ,,' \ // ; f ' / / ids �i//� /�/// � l \ f// / / // / ;/ //�'b' / ,i j / -/- ,/ ' ' \ is /' /,": , ,/% .;' //.� / / I�: Ii //,/'/i /,' I \.\ \ '/ / �/ '/,: / // I i l\ \ `1 ` / �� /f:; \ ., ..Z i Landscape Galculations. . POINT CALCULATIONS . . Required . PHASE I Site Area -- 1261571 = 126, 571 / 1.000. x 30 = 3, 7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F Along University) • . 335 - 86' (Visibility Triangles) = 248 / 50 x 300 = 1,484 Points Steetscape Trees Required 24ci/25 = 10 Canopy Trees Buffer -- None Required Canopy Trees Required -- 5,2gi x .5 = 2,646 Points • Total Points Reauired Phase I-- 5,2gl Points . PHASE I I . Site Area -- 4571350 = 4871 350 / 1000 x 30 = 14,62i Points, . Steetscape -- Major Arterial Frontage. -- 1,081' (Ft'. Along University) 11081 - Iq7' (Visibility Triangles) = 884 / 50 x 300 = 5,304 Points . Steetscape Trees Required 884/25 = 35 Canopy Trees Buffer -- 30' Required . "B" Section 7.6 Substitutions (e) substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. . 280' (Ri) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tows point value) . 280'/3' x 2 = 187 Sh('obspoint value) 280 Lin. Ft.- 6' Wood Fence Canopy Trees Required -- 19,c`125 x .5 = g, 963 Points Total Points Reauired Phase 11--1cl,g25 Points PHASE III A Site Area -- 75,0g1 = 750gl / 1000 x 30. = 2,253 Points Steetscape -- None Required Buffer -- 10' Required . .,�:: . 262' (R4) no point value 262'/215' ='l1 Canopy Trees. ( p ) . 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Required -- 2,253 x .5 = I,127 Points Total Points Required Phase III A-- 2,253 Points . . . . PHASE III B Site Area - 83,183 = 83, Iq3 / 1000 x 30 = 2,496 Points Steetscape -- None Required Buffer -� Required B` Section 7.6 Substitutions (e) Substitute Masonry Nat l for Fence by Doubling Buffer Yard and Buffer Plantings.. 203' (R4) 203'/25, x 2' = 16 Canopy Trees (no point value) 203'/3' x 2 = 134 Shrubs (no point value) . 203 Lin. Ft. 6' Wooden Fence • Canopy Trees Required -- 2,4% x .5 = l; 248 Points 1. Total Points Reauired Phase I11 B-- 2,4016 Points Landscape Galculations . . Proposed POINT GALGULAT10N5 • 1. PHASE 1 Canopy Trees -- II - 3%2" Col. Trees = 3,300 Points . Steetscape -- 15 - 3%2' Col. Trees = 41500 Points Only 10 Steetscape trees regpired. Excess Steetscape Trees . ... . to be used tv satisfy .Streetscape Requirements for Phase 11. . ... OV CORRIDOR OVERLAY .DISTRICT -- Vegetation used for screening parking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points . Only 5,291 Points Required. Excess points to be Used to satisfy . requirements for Phase Ill A.--2,509 Extra Points 014ASE I I . Canopy Trees --. 44 - 31 " Cal, Trees = 13,200 Points Streetscape '-- 31 - 3V' Col. Trees = q, 300 Points 36 Streetscape trees required. 5 Excess Streetscape Trees from Phase I to be used to satisfy Streetscape Requirements for Phase II. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used forscreening parking along University Drive accrues no point value. Buffer-- 30' 280' (Ri) - (to be rezoned higher density) . . . . 280'/25' x 2 = 22 Canopy Tree�no point value) 260/3' x 2 = 187 Shrubs (no point value) 278 Lin. Ft . 6' Wood Fence Total Points Proposed Phase' 11--22,500 Points . A: Only 19,cI25 Points Required. Excess points to be used to satisfy requirements for Phase Ili B.--2,575 'Extra Pointe PHASE iII A %. Canopy Trees -- 0 - 3V' Col, Trees = 0 Points . Streetscape -- None Required 0 Points . . Regplred Points for Phase III A to be implemented in Phase I, Buffer --10' 262' (R4) 262'/25' = II Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Hood Privacy Fence . Total Points. Pro 2osed Phase Ill A-*- 0 Points A: Excess Points from Phase I to Satisfy Requiremen s .. for Phase III A---2,50-1 Points PHASE I 118 Canopy Trees -- 0 - 3!2" Cal, Trees = 0 Points Streetscape -- None Required 0 Points Regp"red Points for Phase Ill B to be implemented in Phase II. Buffer --30` . 200' (R4) .. 200'/25' x 2 = I(o Canopy Trees (no point value) 200'/3' x 2 = 134 Shrubs (no point value) 200 Lin. Ft. 6' Wooden Fence Total Points Proposed Phase III B-- 0 Points . A. Excess Points from 'Phase II to Satisfy RecVirenents . . for Phase Ill B-2,575 Points NOTE: ;�• Total Proposed Points -- 30,300 Total Points Existing site and building. Not part of proposed site. �r� " ' ' .. "' -, Shown for reference only. . - . _ ---- _ __._..._' . . . /. _ --- it B _ _ �'A._..._ B "' . irl i__/ if^ `r- - ,_ - - . ' ' ./, r�rr/' ~� . */P/� - , .1, � l; ;,,y am ;' ' ' / j !. _1--IIIIIIIIIIIIII 1. 6' en Fence . 1 :� woad r' '. ., Nth .' .-t Along'Buffer) KING- / . /` ` _ . \ . - I - _ %11 _ tR r - D 1 l — - -- - ' -.----"-I----- 02 ...�..�.,....... __... f #-'-- _._._._._ ---- — - / l t S _ -_- - ._.._ �..... _.� ..-.____... - .. . ,, I I , r' - ._.. 111 --_._ t t ._- --- - _— _. _ . .t _ i 1 i .:; -,.-..--_ !__ �_i`�* -, ..", . - i ­_ _ .1 1_'' I ­­ _­_ 1, . .il.,; - '"' , . ,� -,*;- - -, ��'-,z .���*".��,*�.'*�:�,,�,�,.��,\"-","*"-...". .�!�7,--,.--"*---5 `��', ,.,.,...,,. ­. - - _,mk -- I � -1 , * "I _�`, ­;`*� 1�I " . }!" 1�� I -.T_ — ��\\... .:.r .... .,.'' i _� �. " , �\ . .r - _.-.....- _ t,, . i t �,. _�� P . (LI I. \ \ --� �. ,­ , . -.el\. \ V , . . . ... .. . + . . . I . C�\ . , Nk '. � . O KING �` + + 1 f . i I 4 _ _____ ! 4._.t I __i - - -- — --- , - - i , F i - - i i _ 1 r ��� _ ,� 1 i i ► ' . �Z.= . —'- - — T. . 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'; .: " I . . � . - .. - .. . I . . .. .. I . . . I i .1 . . . . I . � ­� - - � .. , . .. � . .. . $ .. - .; I 1� - - - - t� - ... .. - Z , � I - 1 ­ '. . � ; , ..... .. . ­ . . . . ,. . .. . � ­ . , . . '.. .. ... . . . . . � , , ; ., � - %. . :. � t. � ..... . . . I � � , , . - . . , . . I . . . . . . . . . . . . . I . . . .. . I ,. .. . . .� . :. � e. . . :.. ., . : -11. .. . . . . . . . . i - . . . . ... . .. . .. . .. . . . . .. ,. . . ... . . . . .. .. � . .. . .I ... .. . ... . . i .. . . ... .� .. . � I . .. .. . .. - .. . (o11 -10SI LIC. . Valve e . -t.OX 61plastic Valve Box . . 1%2" Plastic Ball Valve . . . . . . . . .. . . . . .. ;. . . . . .. . .. . .. . . - . .. ... . . . ..I . . .. . . ­ . . ..� I . . .. . . . . . . %:. . . . . . . I . Plastic Meter Box (19"x25") .� . . . . . . . . . lt t. .. . ..:. � . . . . . . . . I . . . . . . . 211 Master Valve . . t I I � . . . I . I .. . . . . . IV' Mater Meter . . :. . . /n + " ,.�, i ) . . I . . . .. . . . . . . . . . . I . . .. . : . . . , . . . ..... I . Gene'rol Irri-go.tion Spec'n icotions . . . . i .. . . . : .. 01. All main lines are to be SCH 40 PVC pipe. , � . .. e �.. 02, All lateral lines are to be close 200 PVC pipe. - . ­ . ­ . - I . . . All I r;+.+ ; 4- k,t, e--,-k,,.,A"lz, A P\/( . � - . .�; .. . . I k V L"" �. . . . � . . . I . . I-) . IltdZ;l are 1.1 . I . . ", % 0 1. .�. . . . � . . . � . . . . . . . . I . . . . . . . . . ! . : I %.....IST � . . . . ; I . i 0 . C7 . .. � . . . Compacted Native Soil . . . 04. All wiring is to be 14 gouge-. . ! . �: 1J, � . . . . : . .. . . I . . . . . . . . Water Proof Connection (Typ.) . . : � 14 . . . . ! . '. . . . . 05. All Sleeves to be Schedule 40 PVC. pipe., . : I I . . 1. . . I . . .. . . ­ . . . . /24/06 s .. I . ... . . . I . . - Undisturbed Native Soil . ...: Lateral Line- I" Remote Control Valve: .Rain Bird PEB 06. All valves are to. be Rainbird PEB series automatic valves.. . �.. . . i . irrig'ation Main Line �,-11 Plastic \/,ni%/., R,nv iiti+k rnx/.::,r . . 4- A-+ irrigation -7/-1k­1,0,Q . . . � . . I . .. If 0 /. Size Controller LJ U(-�11.1; I It I IV �- . * . . . . . I . . I low Line . . . . . . . . .. . � . . I 08, All valve boxes (plastic) shall remain flush with finish grade for a I . . . . . . . . . . I . . I I . I I . . . I . . . I . . I. . .. I . . From Tap (Size Varies) - . ,,,,� /-�.,W,,,,�&Affi�,�, --* Finish Grade/Top of Mulch . � period of one year or will be raised/straightened at no cost- to the Owner. .:. w . . . - . . . . 11 I / B 1, . . . - .. . . . . . . . I I 1 il . : . . . . . . -- t . - . 1. . . . . r I i .. I 3" ho. ]-.--I � . . I � . . . Oq. All irrigation components *shall carry on unconditiona . T ... . -- . - --- .. ------ - I . . - . . ­ . . . . � . - JIVe . -- . -- ! . � ---xx ! iLl I li ---- ­- . � . .. 11 I .. : . -', I i--- � I . . . -. antee (materials and labor). , I -� . . 11- i [ , .. .71-1- I . . I . I i 1, . ; , M-� I—. ­ I . --- - I . .. I 1 1; . . . d by I I.. - I- . . . .. .. . : . -- i. I ! I - . . . 10 . Installation of all irrigation components shall be approve . . . - - I- I . . . - .. . =1 I i- 11 Water -1 il : . . e -ore pipes . � . -,--- - � . I :ii_ I ill - 0 Flow In . . . . . '.. : i- i . . 11 *1 . Landscape Architect, Owner or Owners' Agent b ' .. . . Flow Out -= . 4 ( - i I - . � . . . . . . . - -- 11 . � ,i It - I Meter -- .. .� . . , I I': . . . . ed. . : . . - . - ! . I - I . . . � . ; - -, I ... : 1 1=J . . . . . . . � - w. (to sprinklere I - OC ,-- - -..-. I I I - I led. Clods and debris � " F 7 11 T " ­ �71 �.., � ,. ... I � , - 4 ion ditches shall be backfitled and tomr ; -i I -1 ------ . - 0 - . -.--- i � 11. All irrigat I I l/e.... .. ­'. ,.;,. �.��� III 71 11 I . . ; !!-- ! 1= "'. ....;, ". , �,. 4 ,01, I I ,r,.,- - ".. 11' . . = . i \- . , I - " ­�, .-:.�-.� �­- , �.. �. --- ; . - I � . . -noved From the Site. � i I I-- - . PVC Main Line Pipe . L!, I -I I -.-- I I ;; - '.. '., ".." .= I I==!- I =1 ­ , . . - i- 1--i I - i . . : . . . -I =H F. . . �� or I I 1=1 i i=i] i=1 I 1 :, i I i=1 1- =I . . . ! i --- - I I ­- 1 1 . . � 1 I- I -ill -1 . -7 . ­ --I I !----1 ­ , I I ------ . . unearthed during trenching Shall be rer . . . . ;1! ; IEH . I � -,L1-1-F-,- � -- . . I -1 1 li� . ..---; ! 1 � . d,d by the ­ ­ i I I . I . J 1 ,- 1 I- I - I -7 I . f . ; � I I - .--.T - I - i I .­­! --- i � . Ill— 1 ; ; .1 --'--I � � - - , - 3 - Q2" V4oter Meters Shall be provi . : ; i- 1 12. ii I - i I -,-.-- -! i .- � -:__ .---I I �-.-I 1 ----i i - -L-E!�i,�--­,:l ''i �,,. . . --­ 1 1 --1 1 I i -Ill: I 1 - , ­­­­ i 1----i i i-- * -! i i- - I .- I=.-- - J -- - i I � --- i , i ---- ,� . . ; -111 . . I -. ---- I --I 1 -1 !, -1 = I 1, --- . I I I -��. I ----.-I I I -1 i i � i'-- ­�, . . . I ­­ I I . . . . I - � - i �---{:_.____:I, � - i i--- , , Ion. - . . ... . ,,'--,i ­ I I --:. --- =--,-! ­ -- I . . �-- I �. I . \-<-! I i---,- I I-= I ­-- I i I . . dicat . .. ,... . . .. - ­ -1 - 1 : I 1 --IL . irrigation systems in the areas in .. .. . . �j 1 -- 1 i . � : 1: . . : . . . . . . . 13. The Irrigation Contractor is responsible for complying with the City . . . . . . . . . . . I . . . . :. ... . . Double Check Valve Assembly I . . . * * . � � . of College Station codes and requirements. .. . . I - - . . � � . . . . . I . I (In5tall o5 per City Ordinance #23q.,I4.) I. . . . Remote Control Valve . . . 14. The Irrigation Contractor is responsible for installing the Double Check � . i , I . . . . . . . . . I . , . . . . . . . . . . - � . 03 bird PEB . . . . . . Valve. Assembly according to the City of Colege Station requirements. .. . . . � 5" Pea Gravel (for Drainage) . . . Rain . . ' . . . . . . . . . . . . . . . . . . . . . � . . . . Ref- None, Scale: None . . 15, The Irrigation Contractor is to lay out. individual irrigation zones. The. . . . . I � 'approve' . . . . . .. . . . . . . . Enclosure - As Per City of College* Station's Requirements . . . I � . . . . . . I . . . . . . . 4. . Landscape Ae-/-ki+,p/-+ ta +e) A;c-,-",--,-- nn, ­4 to e mnlementation. : . I . .. . I . . . . .... . - . . . .. . . . . . � . . . . � . r . . . . . . . ... . �. . . .I . � . . ouble Check . . . ,� . . . . . . . . . . . MPR plus nozzles I . . . . . . 1%'O,. Install bubblers on every tree and Cr pe Myrtle, in town areas. 1. % . . I . .. - . . . . I . . I . . � . . . .. I . .. . +. +. ... + . 02++ �ssembly + . . . . . . . . Toro Custom Command . . + i . (size per plan) . . � . I 1. I . 16. Design and layout of irrigation system is to accommodate the phasing . . . . . �. ,' . . . . Ref t None Scale: None . . . I . + . . . . I . � . . .. .. � . .. . . . Irrigation controller. . . . . . . . .. . of this project'. r . . I � . . . . . .. . . I'M . . . . s . I- . . . -in extension . . . . . I . . . . . G" Screw . I . + . . . � � .. . * * " Noter Meter - Not to exceed 70 GPM, . Anchor Securely to . 0 . � � . . . . . + . . . . � . . s . . . Maximum Design Flow, per Zone: 1 �2 i . . . : .. . . . . � . . . . . . . . ­ i . . .. I . . . Nall. . . I . � I . . . . . . . . . ' . . . . . � . � . . . . . .. . I . . 0 r shrubbery) + . . . I . I . I �. . . . . . . . ­� .. . . . . . . . . . . � ­,­'� � i--?-,- I. ... . . . I . . . . . : + . . + + :3 , -,,,, . . . . . � . . . � . . . - . . -,, � . . . . . - I . . . . I. . a I : , . . . . . . . 1� L , . . . . . . . � I - . . ,� - � I . I +. . I . . � . . . . � . , I ,,, . . . . . . *. �.. I .. � . - . + . I. . . . , T *7(-,,- - c ­, . I - -�� - '. . . - I . . . I . . �'--� , -T � �1�1 . . . . . . . . . ,- , ,-- 4 --r--- -r - �,­ - -1 . . . . . + ,Z� ,::- , 'Z -,, FLONERBED I . . . + � . . . . . 1 7 � :� <­ . . . `[ � . . . . . . . . � . . . . . . ' I " . ' ' . p . . . . :- I . . . . + t,� `,� -,--�,� � ' � �'�� . -� ­� ' WHERE REQUIRED I . . I . . . . . . _ �� , -, �, ':':�-,,- . . . .1 . I . . . I � z� , � I . , . . �� -� . . I � . -J\r- �� �� -0 . I . . I . . ... . . . 13, 14 . . -A�­Y . . . . . MPR plus nozzles .. . 3.0 nozzle . . � . . . I .. . . . 0 � . . -,� I . . I . . . . . .. I . t�� I -�q-z­-, - - .. � . . � . .. - . . I . I . . I— N . . . I . . . . -! . . I . M 3/4" conduit for - , ttitElHig-lig-�,il=J! -HIF . . . . (Size per plan) . . . I . .. . .. I I . . C . : .. . a- .. . lil -L- .. � � . .. . . u . � 1��Ml 1 1�� I L*�- -1 I = . . - I -, it I ==- 11'. E- I i F --I I I - 1 1 + . . I ,�Y , -1 W, . � , . . Conduit for 115v power 0 ' . a . . �i ".2 1� ='ll 0 ". `W�i .1 . 4 i3 .­­ .1�+�jF-J� I . I- -Lij�.W D:--!::�= !-7 Approved . . ­ ".11.� t- . . Remote control . I .L -,r I '� ". - ed backfill . . . . .- " ;1i.11 ., . - . . ­ F- LL7j ..1f,i0FI, . 0; -1 : . I I @.!::,11! . . . . "I .. .. - J� 1� * - ,---- g-.. -g-. ; -0 '' ` - 'I'-- Nipple . . 1P .. . � I � . .. .- :Ill-- . . - 'I = . . . -I - I � . . tousliffiwalkikim . %Bi,&---",� . ; . .,� &.-� ' -1,4i=�i­l"---l71--- , + "' '' 1;�;�- . , ' - 7g,�'� . . ; §F111111 -1 Ill ... 0 " 1-1. Ti-� . . At finished grade " .:: 1: � , -- - A 011114MIWIM M N . . Conductors per local - - - ' * . �,Tjl :, -F i 0 I , sensor wires . ,;�.= 1=1 : -�r I + I Valves and se i 1-il . W-64" 1 - P �� ---- . . . . . I. I i QL . . . . ) . I . . 1, And national codes . . +i 1. � . :1 ! � - Approved backfill ­ . . . 11 ­ - .;4 - . ;, ; : . � . . . . I . Secure to watt with Lateral t' -47 .. I A ; 0) .. I � t + -- ! . . tee . . . I . :i f : -4 sprinkler . + : Appropriate pipe clamps . .. . . : . . i : - Toro mini8 I � . . . � Lateral pipe . . . . . ;I i : - . Approved backfill � . . . k . . . . . . . I + I . . i . * . . . i I � . -Toro 570z sprinkler I . TURF !,!!HEAD i Plastic cut-off nipple I . . I . . / . � TURF T . i. I . � . . ­. . . . . . . . . . - . . . � . I . . . . . . . -----r.1 /T---------� - I . I . ­ V Pop-up Nipple . . 4" Pop-up . . : . . I . . . . . . . . - � . . . I . . . I I :i "-�, Lateral tee I. . - . . . . . . I . . . : I � . . . . . . . :; � . . . . . . . I . . . I . . . . . :1 . + . . . . Lateral e I . ;, . Lateral pipe. - . . :1 � !. .. . �. . . . . . . . . . I * . . . 0.. . . . I . . . . :, ..+ . . . . . . ­ . . . . .. . . . .. . � . . t s . i� .. , NOTE: . .. .+ . . . , . . Lateral pipe • . . . . � . . Add modules as needed Toro 570 Serie's . . . . . . I ' . . . � 05.*SPRINKLER- . . . to accommodate zones.. FIXED -SPRAY I . . . 1. - . ­ ...... .. . . . + . FIXED... . . * * . . . :, ' - + I + -f: None Scale: None . , * . :� . . . . . I Re . . . . I... . . ' ji . . I .. . ... . .. . � . I .. . ..., ...., . . . ) . . ... I . .1 . � � . . . I ... . , i � . . . . I I . . , - i. . . r - ) . � . .(Wall. . . Toro . M i n*.i 8 Series - . .. . / . . . Toro Custom Command Mount) . . . . woos Too 570 Series . � . . ... .. 1-1- �. .. I . " 4- I ". �, , ..� + . .+ + . . ". . I .. 1. I m Sprinkler . + I *1: . /. .. . . . . . . ..;iImio4­­"' .+ . 06 � +. , , . , I-— t 14"i.9 ... .-�-�, � , t. �% i '' - Spray Sprinkler . . Single Strea . . � .1. ­ * + . , . . . " 04 Metal. Cabinet . . ......,,..- . ,: , , � , " 1, Z .. C . t . .. . ­... . . .. , , , ­ .� - ' ' �. T i * I .+, . � . . I . , I I . . . . - . 1. I � I Ref: None Scale: None I . , I . �, I . 1� I , �, . - I 11 ,. . + I . , . .. . + . . . ­.. ­ ... ... I ­ II�.� + . �, � I Ref: None Scale: None . . � �. 1 i., �, - I I !I . + . . .N . - None + I ,, ! . , , : /­ ..', ., . .+ I 'I � 1 � i I �, •. . . I + . . . . . I j - . Ref: None Scale. . . 0000 ....... . i i I 1 � I . , - . ­ . /1- . . : .. . � I, .1, I . . . . . .. ­ ­­ . . . . . ,i I � . I . . I . I , � �?Z. . . I Y1.1. . , - . i. � , � ,­ , . I ­­ 1, +.%11 � I. .� -1 .). , I i � 1 i� i � . . . . . . I I , . I - + / ­­ . e I; , 1:::: �:: ,,.i� . , . . .1 - �- ­­ I . I , . . , , - t, . . . .. ..,.,: � . , . I / , . - . . I I '. � � -­--, '- I'T ,� .. . . . H . . . . ­ .. /, �. t ­', i X . . / . I '... � " , � + �1. �. ­ ,- ,, . ... % . I . . . . 1. 11. I . ... '.., .. ,'-17. .�- -11 - I - 'l, . I :- 6 . . . . . . . . . . . !..., I , ", 1. � .1. . ­ -�� �,' - . . I . . . . . I . � I . I - , -�­,� / 11 . 11".­',� . - ... I" 1, . ,;7"!�­. . . - . . . .... 1. . . � + I ,%�,�,,-�,,;��,.+­ ......'.: . . . . � . /., , \ . .., , --- \ j . � �-­ le� � . ., . . . . � .. .. . : - .. I / . \ , ".- I ,:' I . ­ . - . . . . . ' -111. I,! . . . .. . . /J I -A + t QO . . . .. . . .. . . ... � . ., . .. . . � . .. + ---,- i . \ , , 1:lr-� .. � . " ��.V4*v - ­ - . . . I - --- -, 1 "3 1 . �;-�- " -- � . . . I . . . . - - -- - - _-_ � k . . . . : . . + I � .., .1. I I- . - I 11 �- M� - - '... - k. . . . . I .. . � � 14� . , � . - - - , - . ,� - I . . . � - . . - . . + 11 "I - ,1 , .. . I - - ... .. .. t I - . . \ I \ �- k. - - I - �-77­7 1, I I ... I ,­.. -- ", I . � / ' i .. , . . - .'�,. .. . . . 11 I \ \ �. 7// . .. \ � -- . ­. . Area 2 ,,r- . . . I -/ " --------- - ! . .i . . \ I . . " N . _-,7---T I � .... .. V ------...--+- --- .---. . ,-1 . I � I . . % .0 I . , \ / . W .. .� , - ­:_ . + . . I I \ - . ,;11 11 ,,V I .-- - i MPR plus nozzles. . .. .. . .. � ­.. �­ ..... . I I/ ;*.*.*.*.*..`.`.+�,-- . ­.�­, , I . --1, I .. .. . . : . ­ I . I I , , - - . --- . . , "I . . . .1 I , .+++ * . ...��--- - ---' " -'?� -7* .., -X�,!.':'.�,- - ----4- ------- I", . . . size per plan) -.-" ­ . . . +... � I '... * . . ­��­ ". �� I . \ \ \ \ . . ., , ­;�:�­ ­ -+`1 - -...�',trt ,., --- i . .*. . . . . . . , . . ­ - , 11 . ­.";;.`:i� $,.��+.*-'-`.-,.­�-�,..,- - -i; - --..:;,,­',��.�..`-.-+' --'. ­--.,+'-, .+ .:,.-"-., :,,*� (size - . -, 1500 series nozzle . � 1. I . . � ,.,.:,,.���:�.""�,�'I'l.:.�.,,­',',�. i.i..I­ I .. . ­ �,- . . .. , " ­ I -- . . -� -,;:; ­.­ I ' . 1. \ .+ - I ----, I .. . I -- " '­ " - . - . . . � ;.,-,;� -­­­ ­ . 11 � ­ I", ­ - - . . �;­­.!­­ , , - I 1",� - , I - 7 . -.-,r, , ­� r *plan) � . , . .-: \ \ - ,� . ,+­,N,.r �'�",."�i.�i.:".'��!,i:�.�"'-'..,-.�.";,.,-'��,.�,,,�.---...,�l,�"..F".+�:.-,��,�.-X�,: . - I .. . .. . \. \ \ . . ..., , .... . . . e,. Ai� ­ ". . - k , - �. . .­..,­ ,­ i,.�, 1. �� ...<� � i, -(!��T�q pe I . . , . ., � .­ � .'' . - � . �. ­ . .. I : .. I 1. . -A." -, ",­ +� `�': . --I.--- ,/1 7- �­ I . . . . I -, - �� -, - ,� � . . + . , . ., . / �. -, - ` - - - - -­- .. - -v ��;,--"--��%-� D,!+*,- .... '. , Ilk - .- � c<., - ,_- ­­ , . . �, .- + , \ ,� - +/, ­ 2�,,�.� -.,,�....,,"�4-.;, h.i. ,.+,* ..��-7.,.,,-­,'. -;,.++-. -, .r..4.� �`�i,.`-. � ;�. .: ­- * - :- . . U . . � -­ �, ,��.�, "", ." ., -;�, ..", ;,� ,,----i.,�-,�,j,�, ..."', - "; -, � � + �, .� - " - . - , -� i:. - . -­ . t /. + , , - .�+­,.:�. . I I . /7 ;�. . - , . . . �++. . . - . . . I- -- ­ " , , . Ill . ­��- . � � . . .. . . ,.� . . : + � FF . \ + -� .��,..-;�..,-',+--".-',:�,..I�-+Z,.+�I."�i,.--..:,�*-,-*,'.-�..*.�,..+� --,7- ,,--`�-*.-.�. C� .? ,+�-';.,z, - ,� L. -'�- , -1 i�:. , � " Y) � + . '.... . ..�% -� �i�,. ,­­.. , , �, ,'. : At f inis . , �, � \ .. .�!. , ­­ . � ..­��. " - - ­ -, .!�;'­: ­.�,- mk - ., T . ­� . . � , . . . - � . / A 5�Li' ". . - : . . \ ,� - �,-:,�i�.,8 . I . - - . , '� -.-;i ­...'.- " - -, k..--. --.'­�­­ -,, . I � ­ . �1 ","..�-+';' . -, -.. , .", --�-.,,- ,,�.�,.'� -, -­ ,� -1 . ­�rE- , . . . ... . . � r I . .."'..:: - - ­ '' ,;­ ,P­­�-, .. .�­ -�`, ... I . . �if`��`- - - --- .. -., �1.: 1, .5 . . wA a.rl .. +.1 �.,',,)1+1.1�1'1 . . . , // , - � ­ , - '. � �J­ I.- , ,. � . + .� �e�: ­ " �, I - ­. ­­� ,, '. . , ­. ,��,c��-.-;��..;.­.,��D . - � -­-­ 0 Seri,- ' ., �, 11. I . ..�.,..�.,;",.;,,,�.��,.,--.�:�,c,.-..*..+,..+""*+-.++,-,,---,- --;+++.�.. -4�.- - *,'�.� ';'W� . � ��.. , - , . . 000 � � /I , .. "+,� " - I ) I .0 . � Toro 50 + . . � �-' - . // 0 ri�.:A.,-�,?.-,�� ,;,­.ii­.-..,-t,-",,,� .,-��'.L,��,,,,-,.+�:+.",�'..'�.*7f�"l'"".,.'4�.-I.��z�;!,�-�i,. -7,zo--+­� I_ . 1, % -; , . . '. - '. . -, : . - . . - . -11:� I ; . . / - , . . + -, -, ��, � . 7-- ­,� I - ' Floo . : . . ! �\ --I- . . ­ -, . . ,II \ : �� �,,Z�� . - I -Ii , '� - : I : 1 .4- , + ­:�, .". � d bubbler . . % . ­ I . <1 " , 1\ \ ..;'.�,; ,-­,+-_��-,,�',:,*-,,,',.t .,,,�+ - * . `Ii ... . . ; '.,- :,. . - . . .. 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I v � : I , IUE� _g*___---- , . 40' BUILDING LINE PER U I . TBACK �-_ 7; i B I ' F � .. I . UE - - / CORRIDOR OVERLAY DISTRICT . . , i. : DING C I I I i � G \ --------------- i I _____� ,,g/ n- c ! I _j ; I �, : 4! I ) I I � I ___ I \ I - � I , I v ...... _1 I - I TOTAL B G: 110,000 S.F.1, / �ft! I I I I \ I I i ; I 4 � * : : � � I - - _- \ "� t, I T :� .11 , � : , I _____ --- \ - . � i . �&;01N,__-,_�0NN .. - . I . py/ 11 . i I ,----- - - % I I — — : PATIO AREA I 4. � I � 4 , I 6 [�', . = � I LOT I I ?: ; t-� . I - . : . � � ./ . I Tr � -9-5 0 S F 4 1=70) . , *� * 43 � � BLOCK ONE I \ � ; ., \ �Fil I -IL I k - .0-1 11 11 11 I . ') f I I I 0 0 V ____� 7 . . I � I � i =i il I I � � I I . I I Z go i -e- ii. — I \ 4 I .... .. ­ . I I I I � \ ­gg_-,,',,,' I ___r I . ,,,, \,**_1 I I / �,,; / , ZONING: C-1 ..� \ ,� __L_ =) \ I .. .1 I \\ I __�!, I I - I m 11-71 � �,%,\ I , 'i", � ____ � /,' I "Ill 0 .­ i - - (L I I ,-,,-.,����. r"I"' r��-�,,,, .... � ail � 1-1 , I . I i - � , I DTH � . - I 1 7'1"*,*,�,��;Ifll,�,__�� 1"�;* .� / 11 I i — I'�*",�,�:,.�",".-",��,,�-".,��--l�l"-�"I'�'l-Il'--"*.,-I � , ­�' 21 1, m i, . I 1 _ .11", . I I I I I - �r - ­_�-­­­­,,­,­��-, 0 ��,,�.-,..-"-,��,,�-,�,.",-,�_,,�."",�?"�,,,�� ,.�,,,,*.--,'1;` _e�'�__!111" I I ),� � _____ I I i ,,,,�',,',�'-',�,�,,',�,.'.�.��,.-�;�,,��,��,_.,�,�,,,,.�",��,����,,�-��.-�,,""�,,�"-,.",.",..,�,��"",�,�� _i) I , " i .... �, -, , - . I : I . 11 , ," -- � . I �, 1. ­ 11�,V',� .... � , ",`7�,' 1 � , - 60j,,"��!,�,".-Tq �, ` � �__ " .� '' ­ " - - _ ,� \ . � . . I ---4-1A R, , - � iz. �,� \ � I � - ­ , '�"-�, __ ^`r -, I . I 6 � - —_ �Nl ­ , ,K_ 11 -71-" �"`i'z., - ; . , ­ - —( I __ X—_ .,%Vw `�,`_"---, �,_ ( /� A ,,, I - i , � . 9 - 11 � ,�, *,, 1'_"`�� .�_'iGl t., I - � �, i � � EASEMEW-F � I I i � ;�',�,,,"'�,,��"',�"'-,"'��,-7 "., 2 - JOINT ACC � � p .. = , i . I le -4] . — � -"-*��,�.4'.1,11l'-�'�.�'ll"".---�,��'l', VARIABLE WI \\ I-" '.; 0 N., r,"����-:,,-��,�--�,-�,,-��"%.?,.�,-",-�,.�,��,�,,,,-�,��-,,,-,��,-,-.-r.-,i�,,,�� t, � I \ � '.."',_ ... _ � . . �.4 1 i I i I � \\ �!, . =4 STOP il H � I I mmi . - - . I . - � t 4 1 �', - r , ,4: �, I rri �. I I , \ , 1w q� I : . I 9* i i� � .1. an. 1�.;)Ij IK -1 �, I ,� \ I , I — 5AI-; � , — , �. - I o — __ I I \ 1 .. ­ :� .� , � . � ,� . �4 1 1 *$ � - I — * \ ,_ � I ==I _. � \ . 6 0 1 ---4:.- 0 AREA !�j I 11 I . � . . ... � 7 �.�,,'�;�,,,"�,'�,�,,,.',,,,'--,'�,-,,"'�,,--���;,,.-, - - I ; r I � i � ., I - I 11 ! I � �, . \ � , - " 0 1 1 �, ___I_t� I \ � I _ BurLDING E ',�,�,-�,,��-",!,*-,�,,-,�,,,-,",""",��,�,,,�'��",.��,�,,,i Z- "�, I �_ I �� I I � \ . , I 10 _Fb�_ . I I \ [__� ! .-1111.0 9i "' s-\p:1jp, � , �, i, . I -- ---- � i I I � _ _.� � i " ., . � I ,� i'lli'l�-,,�'-"��,,�-�,���'ll', k,*,_1;_-�"`_,_i 11,45 S.F. i�_, .� IF- �r , — ---I . , k -_,��,, � — �. ; � I I I � � i . BLDG: �I'll'�,��"I'l���-i"".,�I'll����,��,-,,-,,..�,Z",..-,",.",�.�'�,."��;', ___u_ I � I'll . - � i � 11 �,??N � u� 1�� , �. � \ � � I . ,­ , ; . � 11'� , , ­ � \ \ 0 :�'�;"": ��'�_ E� :"­.� c I - . -I U� 777_,;-"7 �! i I 11 - � \ \ -1 ­ ,4WRA �, I -�,,�,.��,;�,.""��,.',.'��,TL�,iI I b , I - �0 , � : 11 I: - 1.1-1- - . < I I I I I I . -, " " - i ,-,- sl�r-?G- , % \ ,� - OTAL PATIO: 927 31 A\,a .D -, I . I � l It ,\N5- \ 4 1 .. 0 "'�,-,���,�,,,,,�.,�-,.-�.;,,,:�� ���,,'-��l'i�4��'�l;�l""-","--,�",; 4,11" I I &_ i . 1. . .- I I � 'it It! � t I R I . �4 cn .. I � ... . \ A I � 1 41 SF "I" --- _­ � . .�L - 11.1 i 1; - - � � \ \ � r. - � - si 0�� 9*51, � � i I I , \ ,�'el'.11�.,���ll"�-�l'.�,���""II.",- i-�, "'I"l-_� 11,�, -_ , � *N7 1 1 ; m F _` -_ I ,---*, , � 11 � I \ _111 �..-��'>'�,,"�.,-,�',,'..,�2���,,��,,�'�,-""":.�',',,-�.,--','�l,,,-"�-""",'*,�', vo . � 6-C \00 . rrt�l I I _17 — I : ­-­ . � � I � . \ I , � I , __ , - .- w, -,'-g-,, no AREA I��* ... ,4- %.j , sp, ,� \ 111 ,_ jj I I . I � I I. � I - I __ . -­ -.��,-,,.��_z-,.-"�� . .., I \ � I :� __ ,,, ,��, . �� "". , �_ _ 0 � I , 11 ;j � ,.�-,�,-'�),'�,-- �. , "-- , - �0\, , \t ,.­,, �,��, .,,,*,, �, 4ii�� pl�j I � lu � __, � ,_-'�,,., 1 1 \ ; v,�--�,,,,� I - I . ._c�,--Fi�, - � .-_11 , I � . , - , SF �, ,ft. 1 -r - 1 : - __T_ I � I I \ . u .. - - �­,, � A I " - -,- -­ 11 I , _1L � I ;1� I � I-, 1_�,____ __�� 1-11 -­­��-,,`, - � f � " ;, I ,,, -, -,�� E7 � \ . I - � , __ . � i - , 1 4 E ,�.11�,_"il, 1,"".", �, _�.If�', I I � I !, T ..- .el C/� : .....l I I 1\ I , PATIO AREA, 0 - === I i __ - " _­­ 11 A , � 0 A1Wetqj)j,VG ' ! 1.7 ­_ _t I \ %, =-- _ � I , I I t � . � I i i I I � I I � I I \ I ­­­Ih-',,� 1 - . BUILDING D 192.SF � ! � I i I 11 , I., ,� \ . � . I \. 0. 4 - I I , -­: , TOTAL BLDG: 6,662 S.F (lrJAllU Amt ,,,,�,�,;.,,,,,� . �1. I - , M I , \ �mm 44 D . , �� A 1 4 - , L__.� i I =�i . _� k'�. 0 ,s SM-) , - � - 485 SF I . 0 I I - 1��­­ ­ . ql \ " i Ot4e L, PLAT \ , , - ­_ - _�', I I "I �,.�",���','..�n,,���,,-���.�,7�;��.-,',�',�,�,,�� i- Al " \ � ", � , ; el.,_,_ 1 TOTAL PATIO: 847 S ' J�1��..-­�, '/i , � � �01 �4 - � - � ;,.,�',,',.�,.',-',�,�,��,'�����-',,',�,',-�,,�,�,:�,,,-,�,', MO AREA , , , - I p S:=— . - I k__� I - . �L , � L � �� 9:4 `� -t_-`� ��, ," � \ C '. . , " 0 1 NCO m PL \ \ (p 0 �) �­l I t,-, , W, .. ,��_ , ,,, " ", , 1.1- i:,W,4"­� .11 I �\ ,% � � �,,','� ,�!, I - , PUBLIC \ , � L ACe I . __ �,`,,,,FF 0- I ­ - -,. *3 I I— 4- 4 - �a . �� \ , , - "11_� ,';? I s VARIABLE WIDTH PUBLIC )7* 3 - � 1�1­ �����:��,�.:,���;,�,�.���,,,i,��,,�,�-,��, I . , .7 F3LOCX 1 , — ,��-^,�,Z""�,.,,��,���:���--�,,-'��,.��"",�,����,*,-��-, 1. ? .I \ ", - - -��,, �__",,�,,� ,;.*,,, 77 - _.. , " -, �, `�t - � � _,_t,,.,�: - ��_,_, n- ( .�, ­­ .. MZ)r.MtN I , ... � -,.,,. � � "I ,�,_ ,�� � i ,z I \ , .,. ," , , . I __ , -,,.,. ,,,��,,, _ ; 11 UTILITY �', CITY VOL. 519 , \ F--1 - I ,,_,� I., -, _ �, __-'r �; � I,,,$-- , - __ , � STI i lrl-_ I , . - _ , - ;1523� ** - .1 :�il'�` V��_16t',`�` '. I I 1. - - - - � ��.LI_­ ", 44 ''. - . ""�-, G�,`,,`, SY, , " !,:"/, SF � `�l Ill 1 I. - -1 11 11.-� ­ I .,< . .,� �, f,f - , ­ITARY SEWER EASEMENT \ ,i. I � I ,, V - - �.i �; -e!� : � . It 0 :[ � - " " ,_ - - ��_;;­ ,��- I � 7 , \ VOL 3935, PG. 71 ! / . ...4 . I I _- ­��,� - -, -�`- .. `� r ,--ft,� -.�_ � I - -_ �' � �' , " ..... .1 � >m� (n up) . . -�. _ �.�� .,,��,,,,�- ,��,.�*.-,`,':� -,-�""1--,.--.';,' -", ,,".-�.�',,�',,.-z','��?",.,-/ I to I I CITY OF COLLEGE STATION � / I .:� �111. I . I " i I � i . : . �_ � ­ TwW;,'A?i!1 �7.-,)7 - . I 11 11 15' WATERLINE EASEMENT ��--­- - . , z0f Z)r _�, `ill ---- — " � ;� iP�vg'IiW,,,,�­,,,,� 7 I � I f � IINV " �.�.��,,�"_,�,,�;��. __ _..�� _���M,�*�y I 11�",: G- 160 -' � UMN� �"'__"�'� 5 p ,,�, - � ,__,,,,,��. I v � I I, �11? 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NAME: UNIVERSITY TOW14 CENTER I� I- ,Z � N 57f BUILDING 82 EXISTING 8 X 8 TRANSFORMER.: 0 43 � INSTALL 4C OF .6 SANITARY SEWER LINE FROM 0 " LOCATION: UNIVERSITY DRIVE W Z w '� T ', 1 EXISTING 12" WATERLINE C 900, CL 200) ASSUME 4' BURY. 0 CONNECT TO EXISTING SANITARY MANHOLE O ( 151c EXISTING 36 RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R 5.85 ACRES & 4R 4.6 W Q Q �° `o „ TOP EL. =EL. 309.5 -EXTEND 35 ®2.0% TO EL. 308.80 (USE DEEP O SEE PLAN PROFILE 3�6�-`�.TO 8" 83a FURNISH AND INSTALL 2 - 4 CONDUIT 90' LONG AT ( ) ( 2 ACRES) OF Q 0 2 CONNECT TO EXISTING 12 WATERLINE ( / _ jvap CUT CONNECTION TO CONNECT TO 8 LINE @ ELEV, -) THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION, Z F- w Q EXISTING 8 (OUT. = 300.6 4 BURY TO BUILDING. - - x SHEET FOR COMPLETE DETAILS) _ LINE - EL. 305.17. INSTALL A DOUBLE CLEAN OUT AT A VOL. 2017, PG. 239 &LOT 2 ONE LINCOLN PLACE, Q _ w C> � PROPOSED IN. = 303.83 - - 152 N/ VOL. 690, PG. 175 - 13.31 ACRE TRACT -VOL. 6347 PG. 185 � x D I- r` h 3 PROPOSED 12 WATERLINE (C 909) (SEE PLAN/PROFILE , � _ BUILDING. 83b FURNISH AND INSTALL 2 4 CONDUIT 100 LONG AT • Z.� w cn rn O 44 PROPOSED 8 ITARY SEW R LINE AT 50% WITH STANDARD 0 & SHEET FOR COMPLETE DETAILS). 0 " 4 BURY TO BUILDING. _ Lli Z I- z " ' ' " 57 STALL 40 OF 6 SANITARY. SEWER LINE FROM BUILDING ._ _ 7.26 ACRE TRACT SAHARA REALITY.GROUP, LTD. VOL. 6078, PG. 247. - I - CITY OF COLLEGE ST fO�N MANHOLE AT END OF LINE (SEE 9 IN ,, _ _ - O o Q -� x BANK OF 6 - 2" WATER SERVICES WITH 1 WATER METERS SET O , 4COMPLETE DETAILS . EL. 309.5' -EXTEND 35 ®2.0% TO EL. 308.80 (USE DEEP 83c FURNISH AND INSTALL 2 - 4" GO��DUIT 165 LONG AT J >- OAT 4 SEPARATION TO SERVE .SOUTH RETAIL LEASE SPACE.. PLAN/PROFILE SHEET FOR ) , 153 EXISTING 48 RCP. - U :: � CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV, _) TO 8" 4' BURY TO BUILDING. _ Z. APPLICANT INFORMATION: �_w_ > m VIDE 60 OF 4 CONDUIT FOR EACH WATER SERVICE ® 30 PRO SAHARA REALTY GROUP, LTD. - _ ' OUT AT 154 GRATE INLET INSTALL 8 OF 6 SANITARY SEWER CREASE. LINE AT 2%, ENDING LINE EL. 305.11. INSTALL A DOUBLE CLEAN 0 FURNISH AND INSTALL 8 X 8 TRANSFORMER PAD. PH. 3 O MIN. BURY. 450 _Z,� z, _ 84 ( ) C/0 DAVID SCARMARDO U IN - CLEANOUT ® FL=444. - 309.31. USE, DEEP CUT BUILDING. 155 TRENCH GRATE: EL=308.5. FL OUT=306.2. P.O. BOX 4508 . OPROPOSE , 3 WATERLINE C 909) (SEE PLAN/PROFILE O 5 ( CONNECTION TO 8" LINE - FL=303.51 , 85 EXISTING 3 X 5 PULL BOX. 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE FLUME. BRYAN; TEXAS 77805 SHEET F R MPLETE DETAILS). 57h INSTALL 40 OF 6' SANITARY SEWER LINE FROM BUILDING O O » . O (979) 779-7209 EL. 309:5 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 86a FURNISH AND INSTALL 2 4 CONDUIT 21 LONG AT 156 3 CONCRETE FLUME •• 45b INSTALL 49- 35 OF 6 SANITARY SEWER LINE AT 2.0% FROM 0 ' O 6 BANK OF 5 - 2 WATER SERVICES WITH 1 METERS SET CD 9 O " CUT CONNECTION TO CONNECT TO 8 LINE ® ELEV. _) TO 8 4 BURY TO BUILDING. O �• BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 , 157 48" RCP CULVERT. 3. OWNER INFORMATION: SEPARATION. PROVIDE N20 L.F. OF 4 PVC CONDUIT ®MIN. 30 UNE - EL. 304.93. INSTALL A DOUBLE CLEAN OUT AT ,,- - 86b FURNISH AND INSTALL 3 4 CONDUIT - 156 LONG AT 158 30" ADS N-12. BURY. LINE EL. 303.34. FLOWLINE AT DOUBLE CLEAN OUT = BUILDING. 0 3i6 J6 309.90, 4' BURY TO BUILDING SAME AS APPLICANT I' 159 48" ADS N-12: 4. TOTAL SITE AREA IS 20.02 ACRES. 45c GREASE TRAP TO BE INSTALLED BY TENANT 58 N/A 87 N A 0 / - 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .. .. 5. CURRENT ZONING C-1 & R-1 �• I_ 45d GREASE TRAP TO BE INSTALLED BY TENANT _ . 88 N/A SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER w 0 �' " 89 N A I AT PROPOSED DOWNSPOUT LOCATION INSTALL FDC DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE INSTALL 99 OF 6 SANITARY SEWER LINE AT 2-0% FROM O / 6. CURRENT USE - VACANT 7 ( 45e 590 0 O _ ` 8" 90 v" 6 FIRE LINE TO SERVE SPRINKLER SYSTEM BUILDING .USE .DEEP CUT CONNECTION TO CONNECT TO N A ` -" 7: PROPOSED USE &IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING :UTI IT i RESET EXISTING MANHOLE TO MATCH.FINISHED FINISHED PAVEMENT GRADE. INE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM 160 128 OF 10 ADS N-12 STORM DRAIN ®0.8%..UTILITIES, AND 45f L , VERIZON TO FOLLOW UNDERGROUND LANDSCAPING. 8° „ 9 BUILDING. FLOWLINE AT BUILDING = 312.0 ELECTRIC ROUTE - CONTACT VERIZON ' O PROPOSED 6 FIE LINE (C 90) „ 45 EASE LINE AT 2% ENDING •• SITE • 9 INSTALL 8 OF 6 SANITARY SEWER CR FOR CONDUIT AND BURY .REQUIREMENTS. 8. A PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING 0 THE FLOOD INSURANCE RATE MAP FOR BRAZOS- OSTANDARD CITY OF COLLEGE STATION FIRE HYDRANT ` (SET 2.5 O 59b INSTALL 62 LF OF 6. PVC SANITARY SEWER SERVICE LINE AT 8b IN CLEANOUT ® FL- 1- 309.31. CONNECT TO MANHOLE AT O = _ 161 EXISTING :5 SIDEWALK 3 FROM B.C.COUNTY,` TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041CO142 C EFFECTIVE FROM B.C:) _ .2.0% SLOPE, FL AT BUILDING 312.00. END IN DOUBLE 91 N/A O Y gg FL -304.62. ' STALLED O DATE: JUL 2, 1 2, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AR WILL. ACCOMMODATE EXISTING FLOODPLAIN STORAGE CLEANOUT 5 FROM BULIDING. GREASE TRAP 0 BE INSTALLED 92 N A 162 REMOVE •6 OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. O9 INSTALL 4 IRRIGATION SLEEVE TO EXTEND 2 BEYOND BACK BY TENANT 0 / I �, 93 x-1-3- 205 OF CURB. 46 . EXISTING $ SANITARY SEWER LINE (SDR 26) AT 1.0% „ 0 N/A 163 N A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLI ES, SANITARY SEWER LINES, ELECTRIC LINES 0 60 PROPOSED 8 SANITARY SEWER LINE T 0.5% WI STANDARD / , APPROXIMATELY 8 COVER. STATION MANHOLE A ND OF INE SEE 94 N/A TV/CABLE, COMMUNICATIONS LINES, ETC SHALL BE UNDERGROUND INSTALLATION(�. CITY OF COLLEGE ( O , 10 EXISTING 12" WATERLINE (C -900) AT 5' BURY. „ - 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40 O 47a INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM PLAN PROFILE SHEET FOR COMPLETE DETAILS 95 N A 011 ,• O _ „ PLAN/PROFILE / WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION S EEVE LOCATIONS ARE PROPOSED ON THIS PLAN. 11 EXISTING 8 WATERLINE (C 900) AT 5.5 BURY (SEE BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 COMPLETE JOINT. O DETAILS). ' 610 INSTALL 139 OF 6 SANITARY SEWER LINE AT 2.0% FROM 96 N/A PLAN/PROFILE SHEEP FOR COMPLETE DET ) LINE - EL. 293.57 , WITH A DOUBLE CLEAN OUT AT BUILDING O BUILDING -CONNECT TO MANHOLE AS SHOWN FL = 303:64: 165 'SAW -CUT AND REMOVE 90' OF CURB AND GUTTER - T 11. EASEMENTS SHOWN ARE. TO BE DEDICATED VIA A REPEAT UNLESS. OTHERWISE NOTED. EXISTING FIRE HYDRANT 17' FROM B.C. ADJUST. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0. 98 N/A - O IE 12 ( INSTALL DOUBLE CLEANOUT AT 5 FROM BUILDING. FLOWLINE AT O NEW "CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA:. AS NECESSARY TO MATCH, FINISH GRADE). AT 2.0% FROM. 99 N A , - INSTALL 46 OF 6 SANITARY SEWER LINE BUILDING = 306.5: TIE .TO GREASE LINE AS SHOWN. O / „ 47b RESTAURANT (W/0 DRIVE THRU) 40,716 S.F. - O13 INSTALL 20 OF 2 PVC IRRIGATION LINE WITH A 1-1/2 0 - DEEP CUT CONNECTION TO CONNECT TO 8 166 RELOCATE STREET LIGHT 40 EAST. , BUILDING USE A 100 N/A D RESTAURANT (W/ DRIVE THRU) 1,400 S.F. IRRIGATION METER SET FLUSH WITH FINISH GRADE. INSTALL 119 OF 6 SANITARY SEWER GREASE AT 2.0% SLOPE, IRRIG . LINE - EL. 293.85 , WITH A DOUBLE CLEAN OUT AT BUILDING 61 b RETAIL 60,262 S.F. FLOWLINE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 101 N/A 187 INSTALL 40' OF 5 WIDE SIDEWALK WITH SIDEWALK HANDICAP 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 0 „_ W O 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY RAMP AT PARKING LOT - DOWELL 6 INTO EXISTING _ WALK . IRRIGATION METER SET FLUSH WITH FINISH GRADE. „ 102 N/A AT 1 TOTAL: 102,378 S.F. INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TENANT. . 2 O.C• O15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE - 47c �,, 103 N/A BUILDING - USE A DEEP CUT CONNECI.ON TO CONNECT TO 8 n O , „ 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED GRADE. - 620 INSTALL 2 6 SANITARY SEWER LINE, 62 LONG - FLOWLINE 104 - 168 INSTALL 80 OF 24 RCP TO INCLUDE 6.1 SAFETY END LINE EL. 294.05 , WITH A DOUBLE CLEAN OUT AT BUILDING _ AT 0 N/A O TREATMENTS AT 1 L/1 160 6" TAPPING SLEEVE AND VALVE AND 20 OF 6 MAIN LINE. _ _ AT BUILDING 306.5. INSTALL DOUBLE CLEAN OUT •5%• 14. ALL DISTURBED EARTH MUST BE 100% COVERED WTH ESTABLISHED GRASS OR GROUND COVER PRIOR` TO CERTIFICATE OF O TO MATCH FINISH GRADE FLOWLINE AT BUILDING 306.0': .• , BUILDING - FLOWLINE AT 8 LINE - 302.3 105 N/A OCCUPANCY. 16b INSTALL 1 WATER METER. " , ATMOS GAS 169 INSTALL 60 SOF 5 SIDEWALK, DOWELL 6 INTO EXISTING I 47d INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TALL 2 - 6 SANITARY SEWER LINE 47 . LONG AT 2.0% O a ,; 62b INS 30" MIN. BURY ON ALL LINES WALK AT 12 O.C. U 16c INSTALL 1 WATER METER. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 CONNECTION TO ' - TIE NEW 5 WALK TO EXISTING WALK - DOWELL 6" INTO 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. W O � FROM BUILDING EL 306.5. US A DEEP CUT CONNE 170I 4 , C/� ,. LINE - EL. 294.24 , WITH A DOUBLC CLEAN OUT AT BUILDING . 106 EXISTING 4 POLY LINE. i6d 6 FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLYINTIE TO 8 LINE AT EL 301.9. INSTALL DOUBLE CLEAN OUT AT . EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION) OF ALL FRANCHISE & PRIVATE UTILITIES WITH H _ (T1 BUILDING. INSTALL FDC BUILDING. TO MATCH FINISH GRADE - FLOWLINET BUILDING 306.0': BUILDING: �, 107 N/A 170b 5' SIDEWALK. EARTHWORK &PAVEMENT CONSTRUCTION: GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING &INSTALLING ANY NECESSARY ^ - RANT " LINE AT 2.0% FROM _ O UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR 17 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYD 47e INSTALL 46 OF 6 SANITARY SEWER _ „ 63 PROPOSED 8 SANITARY SEWER LINEAL.5% ITA STANDARD ��/ O . 2.5 FROM B.C. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 O CITY OF COLLEGE STATION MANHOLE, NG LINE (SEE 108 TERMINATE 4" POLY LINE 170c 4.5' SIDEWALK. DETERMINATION OF UTILITY INSTALLATION (ORDER. h""I I H -•I 18 EXISTING 12" WATERLINE LINE - EL. 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING PLAN PROFILE SHEET FOR COMPLETE D " 171 SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE 0 0 O E"I 11 O TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0 . ) 109 EXISTING 3" POLY GAS LINE STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, PROPOSED 8" WATERLINE C 909 SEE PLAN/PROFILE 6qa INSTALL 106' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 110 EXISTING 3 POLY GAS LINE. 6 REINFORC CONDUIT WITH PULL STRING WIRING PULL S 19 ( ) ( , ,. �� 0 O 172 ED CONCRETE PAVEMENT. AND O S 47f INSTALL 46 OF 6 SANITARY SEWER U�IE AT 2.0% FROM SLOPE FLOWLINE AT BUILDING = 306.50. CONNECT TO OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TONRECORD EL LOCATIONS OF A LPCONDUIT NROUTES. CESSARY FOR PROPER H SHEET FOR COMPLETE DETAIL). 11.1.. INSTALL 10 OF 2 POLY GAS LINE AND SET A BANK OF 5 N A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, �i (� Z/i i 20 / LINE - EL. 294.65' WITH A DOUBLE CLEAN OUT AT BUILDING BUILDING. GREASE POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY C5:1 END IN DOUBLE CLEANOUT 5' FROM BUILD 112 INSTALL 20' OF 2" POLY LINE• liET' METER AT . BUILDING. OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDI i G ARCHITECTURE. w 21 N/A TO MATCH FINISH GRADE - FLOWLINE E,T .BUILDiNG - 306.0. TRAP TO BE INSTALLED BY OWNER. , - , c 174 STANDARD 6" X 6" WHEEL STOP: 22 N/A 47g INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.0% 113 INSTALL 115 OF 2 POLY LINE,. JIT AT BANK OF 5 O , �� " O METERS AT 3' SEPARATION AT .BUILDING. 175 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. PARKING A NALYS j s � r I i 23 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE 1 LINE - EL. 294.85', WITH A DOUBLE CLEAN OUT AT BUILDING CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 114 INSTALL 130' OF 2" POLY. LINE, S.ET 2 METERS AT REAR SPACES REQUIRED 24 CONNECT TO EXISTING 8 WATERLINE (C 900) (SEE TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. OF BUILDING. PARKING SPACES REQUIRED r"'� I.-� Q PLAN PROFILE SHEET FOP. COMPLETE DETAILS). INCLUDING 5546 SF COMPONENT 1; RESTAURANT PATIOS O F 6 SANITARY h1siE AT 2.0% FROM " 115 EXISTING 2" POLY LINE W U " 47h INSTALL 50 0 65° INSTALL 103 OF 6 SANITARY SEWER UNE AT 2.0% FROM O GROSS SQUARE ,-DOTAGE (SF): 104,860 110,812 O25o INSTALL 132 - OF 6 WATERLINE. _ nv, - " O C_ " GSF 250 = BUILDING USE A DEEP CUT CONNE�,TON TO CONNECT: 10 8 BUILDING EL 303.5 , USE A DEEP .CUT CONNECTION TO TIE TO INSTALL 45 OF 2 POLY LINE,`'.SET METER AT -REAR OF / (SPACES) - 420 .444 STALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT T AT BUILDING " ' 116 25b INfil �;, LINE EL. 295.67 , WITH A DOUBLE CLEAN OUT EXISTING 8 LINE AT EL. 296.9. CLEAN OUT REQUIRED AT 70 o BUILDING: F� O . _ - - COMPONENT 2: 2.5 FROM B.C. TO MATCH FINISH GRADE FLOWLINE T BUILDING 306.0. INTERVALS. TOPS TO MATCH FINISH GRADE. , ,. INSTALL 50OF 2" POLY LINK.-_ sMETER AT REAR OF 25% GSF (SF)=-, 6,215 27,703 „ . " ., 117 _ 25c INSTALL 1 WATER METER. , . a c O INSTALL 84 OF 6 SANITARY SE�rWE.-::;;.c .�� �.0% FROM 65b INSTALL 66 OF 6 SANITARI .EWER GREASE LINE AT c.0% BUILDING. - TOTAL RESTAUFriJT SF = 0 724 56,676 471 O ( )- " _ TO CONNECT TO - L TO BUILDING USE A DEEP CUT CONNE -. ON C E . FROM BUILDING EL 303.5. TIE TO 6 SERVICE LINE. INSTALL _•.•-. ' TOTAL REST. 25% GSF SF = 4 509 28 973 25d 6 FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) INSTALL 47 OF 2 POLY LINE a;:•: METER AT REAR OF ( ) ' INE - EL 297.05 WITH A DOUBLE DOUBLE CLEAN OUT AT BUILDING. 117 ' .r� , ADD L REST. SI• 65 SPACES SF SPACES 378 SERVE SPRINKLER SYSTEM EXISTING SERVICE L ':..0 _ O BUILDING. / / (SPACES) 446 CLEAN OUT AT BUILDING TO MATCH FINISH GRADE 5e RE DEPARTMENT CONNECTION , 0 FI _ 66° INSTALL 106 OF 6 SANITARY SEWER LINE AT 2.0% FROM " 176 4 WIDE PARKING S (WHITE) 9' TOTAL REQUIRED: FLOWLINE AT BUILDING 306.0. 0 I 118 INSTALL 1130 OF 4 POLY AS MAIN LINE TO SERVE .5 O NG STRIP ( IT) X 20 TYPICAL BUILDING EL. 303.5 , USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. � . - COMPONENT 1 + COMPONENT 2 798 890 " ' 900 AT 5' BURY. 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH . TO EXISTING 8" LINE AT EL. 295.64'. CLEAN OUT REQUIRED '' 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED 26 EXISTING 8 WATERLINE (C ) 47I INSTALL _ - - 119 INSTALL 61' OF 1" POLY SET METER' AT BUILDING. 0 "PARKING SPACES PROPOSED „ ,> 1000 GALLON (7' X 14') GREASE IRO COMPLETE GREASE AT 75 INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL • RED WITH WORDING - FIRE LANE - NO PARKING - TOW O270 3 TAPPING SLEEVE AND VALVE WITH 15 OF 3 WATERLINE. - TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ON PHASE 1: 172 ZONE" IN 4 WHITE LETTERS. WORDING MAY NOT BE ~ "WATER METER: 306:0' -TIE TO SERVICE LINE - 4`?i. GRADE. 12 INSTALL. 65' OF 1' POLY, SET METER AT BUILDING ADA SPACES PROVIDED: 2 i O SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. . A 27b 1 _ PHASE 2: 651 I ' _ , 66b INSTALL 86 OF 6 SANITARY SEWER GREASE LINE AT 2.0% INSTALL 25' OF 1 " POLY SET M ER AT BUILDING. ADA SPACES PROVIDED: 15 I 27c 1 WATER METER. ®EXISTING MANHOLE REMOVE CONE AND ADD RINGS TO 121 • 178 HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL CL " MATCH FINISHED GRADE. FL = 304.50. FROM BUILDING EL 303.5', TIE TO 6 SERVICE LINE AS , " - O PHASE 3: 120 27d 1 WATER METER. SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30 OF . 2 POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). ADA SPACES PROVIDED: 12 (-' CONNECT TO EXISTING 8" VALVE WITH 6° X 8" REDUCER. TRAP TO BE INSTALLED BY OWNER. 0 3 SEPARATION.I i 28o CO 67 N/A 178 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP TOTAL PROPOSED: 943 INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49° EXISTING 8" PVC SANITARY SEWER LINA;- FL = 304.60 O 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). cu 28b LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 68 N/A »%% O O INSTALL 45 OF 2 POLY LINE SET BANK OF 5 METERS" AT UTILITY ('� ('� � 28c 6" FIRE LINE (T0 DOUBLE CHECK VALVE ASSEMBLY) TO 124 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR JJ1J o SERVE SPRINKLER SYSTEM. INSTALL FDC t� BUILDING. 49c EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.50 69 N/A 3' SEPARATION AT�� BUILDING. STANDARD AS REQUIRED. = �T•. ..•.•...74.4 t 1 125 INSTALL 45 OF 1 POLY LINE, SET METER AT BUILDING. WATER DEMANDS. . � •: ••• S 1 N EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 0 28d 1 " WATER METER. 50 180 HANDICAP LOAQING ZONE PAVEMENT- MARKINGS- * � � * 1 70 N/A __ _ - GENERAL: TCEQ DEMAND `RATES •:••••� 309.8'. FLOWLINE NEW 8" IN 306.92' (NORTH) INSTALL COX COMMUNICATIONS -CONTACT ACCORDING TO TAS/ADA. �•*•��••••••••••••••••••••••• 00 288 1 WATER METER. „ 71 N/A RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP ! / O DROP MANHOLE. FLOWLINE EXISTING 8 OUT - 302.0;. 979-774-2506. MINIMUM 30 BURY. PROVIDE RETAIL AVE DAILY DEMAND ............... 25 GPD/CAP / `ALFRED A PAINE / O1 „ 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 181 6 WOOD FENCE ON TOP OF 5 RETAINING WALL: Z•.� *.....• •••�•••••••••;•• 28f 1 WATER METER % O O PROJECT SPECIFIC: POPULATION DENSITY PER B CS UNIF ED DESIGN GUIDELINES /��• 97221 ;•��r z ` CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. CROSSING UTILITIES/LINES. 182 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL / l u1n% 4/C tiO: t 73 N/A O , FOR WATER & SANITARY SEWER I F ENS 29 X 10 REDUCER. (SEE PLAN/PROFILE SHEEP FOR COMPLETE FURNISH AND INSTALL 2 SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1 OFF PROPERTY LINE. 11 SS�......••'�G�� - CL 74 N A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION 1A ONAL �, ' DETAILS). 52 N/A O / AVE DAILY DEMAND........:... 17.73 ACRES * 30 PERSONS CRE * 25 GPD/CAP Li _ ELECTRIC ROUTE. 182 2'-3' HIGH LANDSCAPE BLOCK RETAINING WALL 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE ELECTRICAL TOTAL ............................ 13,298 GPD 9 2 GPM . SHEET FOR COMPLETE DETAILS). 75 S 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1;5 ' 0 310 1.5' OF 3 WATERLINE (SDR -21, ASTM D2241). O CONTACT SAM "WEIDO AT COLLEGE STATION UTILITIE i O 6" bOWELL INTO EXISTING PAVEMENT 12" O.C. TOTAL .......................:... 19,946 GPD 13 8 GPM I i TALL 1-1 2" WATER METER IRRIGATION. 53 ((979)764-6314 -FAX: (979)764-3452) FOR EXACT ROUTING 127 N/A 31 b INS O N/A HANDICAP CURB RAMP WITH FLARED SIDES,. PER ADA TAS 7 i a O / TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. , 128 N/A 184 STANDARDS / PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 w 32° 64' OF 6 FIRE LINE. PRIMARY HAS A MIN. 48 BURY - SECONDARY SECONDARY HAS A MIN. 30 129 N/A TOTAL .................. a 1 3,324 GPHr 5 GPM z m O BURY. O 185 ROCK INLAY PER ARCHITECT PLAN / I' o I Li 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5 130 N/A PER BRYAN COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND -AVE DAILY x 1.5in D=ADJUSTED DAILY x 4.0 W c O FROM B.C.) 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SIGNAGE 186 BRICK PAVER INLAY - PER ARCHITECT PLAN a � 54 300 FTS .SIGN - 24' TALL X 23 WIDE SET 50 FROM SANITARY SEWER DEMANDS: In LINE. 33o PROPOSED 8' WATERLINE: O N/A 131 Q 187 4 CONCRETE WALK. E / ' GENERAL: TCEQ DEMAND RATES 2 > / 76 FURNISH AND INSTALL 2 - 4' CONDUIT - 40 LONG AT 4 BURY. O B.C. ROUTE ELECTRICAL CONDUIT TO SIGN.. O oEn 0 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH - O • ELECTRICAL 188 6 TALL CMU WALL. RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP w FURNISH AND INSTALL 3 X 5 PULL 80X, PER COCS ELE O i 3 STANDARD CITY OF COLLEGE STATION-Ni,0WOLE(S). NOT 77° STANDARDS 132 200 FT SQ. SIGN - 22 TALL X 23 WIDE - SET 50 FROM , RETAIL AVE DAILY DEMAND 25 GPD/CAP z v_, cn ................ v, 33c 23' OF 6 WATERLINE: REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 189 6 WIDE X 4 THICK CONCRETE SIDEWALK. z a W � 0, „ EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST 77b FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4 BURY. u 33d BANK OF 3 - 1 WATER METERS PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIF ED DESIGN GUIDELINES o o z � � q i e O CORNER OF BUILDING. LINE & SERVICE LOCATIONS 77c PUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 60 FT SQ. MONUMENT - 4 TALL X 15 WIDE - SET 48 190 FLUSH CURB CONDITION. FOR WATER & SANITARY SEWER a a m w ii 33e N/A POSSIBLE BUT NOT NECESSARY. O FROM B.C.I X08 z N��a 191 TRANSITION TO FULL CURB IN 27 FEET: AVE DAILY DEMAND:........... 17.73 ACRES �0 PERSONS ACRE 25 GPD CAP i 77d ROUTE 2 - 4' CONDUIT - 39' L-0NG TO BUILDING * - * uj �, N x } r L 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE TO DOUBLE 134 60 FT SQ. MONUMENT - 4` TALL X 15' WIDE -SET 48 / / a -' z w O ( O ROUTE AS DIRECTED BY OWNER. TOTAL ...................:....... 13,298 GPD o o a o 9 � > 33f CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 56 N/A FURNISH AND INSTALL 3 X 5' PULL BOX, PER COCS ELECTRICAL FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. y �a t } o z a 0 Y 57o INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING - 78a(n z � 33g N/A O STANDARDS 135 60 FT SQ. MONUMENT - 4' TALL 'X 15' WIDE -SET 65' ADJUSTED DAILY DEMAND..... AVE DAILY DEMAND * 1:5 � � Y � � � Y Y a N O EL. 309.50 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 78b. FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY. FROM B.C. 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. TOTAL ................:,.......... 19,946 GPD N N � a �" a °d• = I 3 33h BANK OF 2 - 1" WATER METER. CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. _) TO 8" O - _ O m z a N a a a 0 H 8 X 8 T D. 136 200 FT SQ. SIGN 25' TALL X 23' WIDE SET 55' FROM 1 % SLOPE ACROSS BOTTOM TO LOW POINT EL. 291. PEAK HOURLY DEMAND.... ADJUSTED DAILY DcMAND * 4 W o "' x z a I 33i 2 BLOW -OFF VALVE. REMOVE FOR FUTURE 6 FIRE LINE (TO DOUBLE LINE - EL. 308:22: INSTALL A DOUBLE CLEAN OUT AT 78c FUNIS AND INSTALL TRANSFORMER PA B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. TOTAL .............. _ � o a Y m � �E a j 3 O CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 194 STOP LINE 3,324 GPHr ............. O FURNISH AND INSTALL 3- 4 CONDUIT - 132' LONG AT o Yo 0 o N 0 w w � 57b INSTALL 25' OF 6" SANITARY SEWER GREASE LINE WITH 1000 78d 4' BURY TO BUILDING 137 N/A U) N w w W U Z z m CL 33j FIRE DEPARTMENT CONNECTION O 19 TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH _ < M I 0 0 GALLON (7' X 14) GREASE TRAP - COMPLETE - GREASE TRAP FURNISH AND INSTALL 3 - 4'' CONDUIT 84' LONG AT 138 N/A ( ) PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 � � � W 0 MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 78e TEXAS MUTCD STANDARDS ; AK HRLY D D=ADJUSTED DAILY x 4.0a. _r K 2i Z I U! Y Y. i 4 BURY TO BUILDING 139 N/A 194b 6" WIDE LANE DIVIDERS (WHITE). 309.5 , EL. AT 8 LINE - 305.06 . 0' 3`b N A 790 FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER TO GRADING RAISED CURB MEDIAN to Li o i O / 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O STANDARDS O PLAN FOR COMPLETE, DETAILS ON THE 195 _ o M N M N 0 34b 1 WATER METER. EL. 309.5' -EXTEND 35' ®2.0% TO EL. 308:80 USE DEEP STORM SEWER SYSTEM . - T A A � O " _ „ ( „ 79b FURNISH AND INSTALL 2 - 4 CONDUIT - 414' LONG AT 4 BURY. I 6" PLUG FOR FUTURE 6 FIRE LINE TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT iU 8 LINE � ELEV. _) TO 8 O ) 196 INSTALL 2 DIA x 8 LONG LIGHT BSE TOP OF BASE N "' M M tD n O, � 0, 34c ( 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET , ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.41. INSTALL A DOUBLE CLEAN OUT AT O 140 C7.3. SCALE: 1 = 30 35° N/A BUILDING: 79d N/A STORM SEWER. I . 141 GRATE INLET. . - 197 INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE DRAWN BY: BLB I 35b BANK OF 4 - 1 WATER METERS 57d INSTALL 40 OF 6 SANITARY SEWER LINE FROM BUILDING - 79e FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. O TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET _ i all EL. 309.5 -EXTEND 35 2.0% TO EL. 308.80 (USE DEEP O „ 142 CURB INLET. C7:3. 35c 6 TEE FOR FUTURE 6 FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. -) TO 8" FURNISH AND INSTALL 6 - 4 CONDUIT - 234' LONG AT 4' O APPROVED BY: AAP A ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT 79f BURY 143 12" ADS N-12. 198 N/A DATE: 09/25/2014 •� 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 79g N/A " N_ 199 TAPER CURB FROM 6" TO FLUSH IN 36'. FILE: sL N A 57e INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING 144 18 ADS 12. 370 / O EL 309.5' - EXTEND 35' ® 2.0% TO EL. 308.80 (USE DEEP 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 145 24" ADS N-12. 200 DETENTION POND OUTLET o, I c 37b N/A " ) STORM SEWER OUTFALL EROSION CONTROL O CUT CONNECTION TO CONNECT TO 8 LINE ®ECFV. _ TO 8 4 BURY: 201 146 36" ADS N-12. 10 I'll 37c N/A LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT O N , " 80 EXISTING 2 - 4 CONDUIT STUBBED OUT FROM HOMEWOOD - 202 2-36" RCP DETENTION POND OUTFALL PIPES SHEET I BUILDING. 38o INSTALL 5 0 3 W ERLINE. SUITE PROJECT. 147 EXISTING CURB INLET TO REMAIN DOWELL NEW CURB 6 INTO' - CURB INLET WALL. p 38b 1-1/2" WATE R - IRRIGATION. 81° FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) " 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT 148 EXISTING 36 RCP TO REMAIN 39 N/A O 4 i 0 4' BURY TO BUILDING (MARKET). _Cl ' CL 40 N/A 149 EXISTING 36 RCP TO REMAIN: i 81c FURNISH AND INSTALL 2 - 4 CONDUIT - 65 LONG AT 4 BURY _ OF s 41 N/A O TO MID POINT OF 5 LEASE SPACE SET 5 METER BANKS. 150 EXISTING JUNCTION BOX TO REMAIN: �O 42 N/A 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX = 4 BURY TO BUILDING (RESTAURANT). O I . - -- ------ - - ---- --- -- - - - -- -- -- ----- - -- -- --- -- ._ .. -- - - -- -- - ---- -- ---------- ...... - ... ._._ .... -_... - ------ - --... --- -- - - .._ _ ....._. ........----------------- .......... . l z N y� i • ` f o W c N LN r • ,` Z W Q UJ 00 00 (. i. STA. 6+85.46 w INSTALL: \' -L t W Q- 0-. 0% 1 s l Z Q x5E-r-r., 34 LF 6 SANITARY SEWER .o o Q z '� I ' E SERVICE WITH DEEP CUT �/ .-� Z Q x H _34 LF 6 SANITARY S CONNECTION SEE SITE PLAN SERVICE, TYPICAL. SEE SITE • � STA. 7+72.6fi N 20.19 LEFT ��' PLAN. FOR DETAi1:ED FLOWUNES. GREASE TRAP. SEE MEP FOR ` 10 + rtA it Tlk4h, . 4+78.17 STA. 6+66.05 FL=305.35 i /�►� �A ! INSTALL:, tOCATION AND FLOWLINES. `r1 �S' CROSS PROPOSED 24 RCP ( I \ Q ' \� STORM SEWER LINE. MAINTAIN I STA. 5+91.05 34 LF 6" SANITARY SEWER 4 SERVICE WITH DEEP CUT (� '`©o, -MIN. 0..67' SEPARATION. INSTALL: ST. FL = 306.•00 /� 34 LF 6" SANITARY SEWER CONNECTION. SEE SITE PLAN � ( � SS FL = 304.42 ' I SERVICE WITH DEEP CUT FOR DETAILED FLOWLINES.05.25 FL=305.25 - STA. 7+08.62 HORIZ. SCALE: -1 " = 20' .� `� CONNECTION. SEE SITE PLAN INSTALL: STA. 7+ .90 I a 4 SCALE: 1" = 2' ``�� '`�,.� `~ FOR DETAILED SERVICE 34 •LF .•6" SANITARY SEWER INSTALL: a VERT. S i ., s FLOWLINES. SERVICE WITH DEEP CUT FL=304.97 1 SANE ARY SEWER MANHOLE CONNECTION. SEE SITE PLAN 35 LF 6" SANITARY SEWER SERVICE. SEE FOR DETAILED M- SIE P FLOWLINES. SITE PLA FOR DETAILED FLO ( ! -=TOP MH ' 311.33 A6" FL IN 30.5.89 j $ FL 0 = 305.72 PROPOSED 8" PVC, '.,`� SDR 26, ASTM D3034 ii sY-90, SANITARY SEWER LINE B °� I `�- ___ __ i2z11 fi+.00, - _ - - - -- _ --7+00. t -- - ' T T T - pq oo� PHASE E 3 - - - - - - - - - -- . - - - - --STa+72.$fi oM/� I� I c ( { f 1 j `' 1 I W int INSTALL- STA. i STA. 5+17.63 " O I 20 LF 6 SANITARY SEWER O INSTALL: t i f 1 GREASY WASTE SERVICE WITH. SANITARY SEINER MANHOLE / ( � { I i i DEEP CUT CONNECTION. SEE O TOP MH = 312.18 ( STA. 6+25.60 i i 1 �... SITE PLAN FOR DETAILED .. l �/ i 1 STA. °6+44.60 ( W `"'' U 8" FL IN = 304.67 I (. INSTALL: I LL! 1 1 i FLOWLINES:: C �,. 8" FL OUT = 304.57 I 34 LF 6" SANITARY SEWER I i .INSTALL.: " fL=305.69 SERVICE WITH DEEP CUT I 34 LF 6 SANITARY SEWER CONNECTION. SEE SITE PLAN 1 SERVICE WITH DEEP CUT / jv I I FOR DETAILED FLOWLINES. I (i t SEE SITE PLAN CONNECTION. v / fL:Z05.11 I I 1 i NES... O FOR DETAILED -FLOWLINES... W FL=305.19 � � I � Nff l N / j Ij 1.4 I E i i I I--a 1 , , �z r . I I \ ff IF/ (L 3 >1 n W N N � W CROSS PROPOSED 3" PVC r �' z O +� cD d twn Z N L ELECTRICAL CONDUIT. a N N M W °' n C3 ' MAINTAIN MIN. 1' {� WZ tw3 �' M M II � a_FQM to a SEPARATION. Q � � Q W � • Z � Vj N�0 `��' ..Z () Z gptslZ w�D.W W dN W OG �jyWWMM ,I Q pZ ~ � i �t`i o� z �a w Nv a Qt=:3 z '-`-w� �=, cd a La. i Z0. �.a. .z �Wwa ?,,W_�,o N� . + • z�(oWtj=zo. u> cno: r dW J w >-ac`1i o vp� Q ^ w W �G d' 1•' Q. to W W J . L_ - .i Li r Q W (A a a (A ? r'E 1- OO Cd W o �•t/� �" r.a W.iL bi W ,"Q„ _ -= •`+ 1� w w o M M •it W' W W Z z fn W ¢ (/i I z w Ir a 316 ,� of >>t z Z CC NVI-V aWWEJi. C Q •p til Z • F..pN tAWap: c ,,;� TF d Vy ^ to - p N t0 w : Z W d' Q Z Z m MNL. 6- tD t10 r •�P.••.........•,•.. 316 .J + co it ii >. CL > Z o -� c, - Z N.. •.p r ♦ y,•• l �x �� <`_ to 3'O z _ d ��OJJ 4WjW tpp 'W '=Iii " �rM ZJ� �itr 'sl w fn Lr„ W =i + W V . cG 3 O - ...... V W •W EB � r p� WU .x Qd. ..i...� i d o a Z a r . co. _, LLi.c� w o . co t= �,. . B.J. •KLlN6 EXISTlN GRADE w - to " ¢ J ! n . t to i ............«...«:............� 00 pj O Q Ca � to o r 'W + jc°w ra * !- �Z� J>ZpM r- _ LL. WDp l ► t+D V1_..z cfl. Ji, v.w.G1.o ¢. n II N xZIX.il ¢ J>Z .111.7 � / �' r 3oar�i� ¢ ��Z �; z MLay.15 Q 'Z �rwoop s Wrn (no " to Q J'> z p 'M' Z A In fJ te' SM 1 " Pvc �. z n.��o.lo � � I � WATERLINE, RUNNING 312 0 z a PARALLEL, APPROX. 161. t o RIGHT. ►Q- 312 � � � � cn i ` PROPOS GRADE t 4 t w N w _j z -J Z N -I•' I i Z o Ow U LLJo OL O� f �! J I! __ i I I 1 I 308 w f�,_1 w w rn _� w tI» ( _ SEWER UNE, • RUNNING rl o > 308 PROPOSED 8 PVC, -- - -- . _._ _ � LLEL APPROX. 8.5' L. \ 34 -__ ti _ _ - _--�- En 2.7' SEPARATION It U_ it_ SDR-26, ASTM D30 --I~- - > Q > a SANITARY SEVER LINE B 11,6' SEPARATION j -- _ ► r !i _ to w of I ' 1.5' SEPARATION n cy 0.67 SERARATI cv �.,, I ---- ._._.. _,._ _ ____ ---_ ` 1.4' SEPARATION ( I SCALE- 1 �► i� 20, _ _._� ''`�-...._.__.._......._..�...._._..._� � 304 DRAWN BY: JNP STA. •6+66.05 _ _ ... .r: INSTALL: �"-"------y--- APPROVED BY: AAP ,n 304 -_ _- s. ., `;"' 34 LF 6 SANITARY SEWER _. w " °! SERVICE WITH DEEP CUT M� STA. 7+72.86-.----w. Ir DATE: 12/ 0/04 CONNECTION. SEE SITE PLAN ALL: FILE:. FOR DETAILED FLOWLINES. INSTALL: " 35 LF 6 SANITPL ARY S R cu o FL=305.25 GREASY WASTE SERVICE WITH o ! DEEP CUT CONNECTION. SEE SHEET 1.tri o A CE SITE PLAN FOR DETAILED �� c M M M ' j FLOWLINES. DECr 0 M i! - FL--305:fi9 0 20 C5111111 °' w COLLEGE TAMON C5 a a a .. 'o 0 0 ... "ENGINEERINGOF 4 M i lilt tLEVATION q q� d�..�� IEI �Y f� 118 IT 13 U Z N t liltry CERTIFICATE �rPu�ES� { 7 Y lilt fill��i� Z 2 jCl 2015 Z SCALE: 1"=60' ( Z z Q W ' Q W Q co a till �o� _ _ c m o — -- tttt ' a REC�i1IRE® COLLEGE STATION �� z w z�� a�W� X:�� 0\ W r i it 1 (tft •�.'� E J O z �0\ o >- ci IUt +2 ❑ Co 7 11 Cw m till !nI — — — — — — — — — — — — — — — — — U t � I it I # Iitt -- 4, — - — --- ��r �i `-w— O \/p / `\ \ ids \\ \ ; ,:, f �`WG v- - - '� ,y/', / //'' ♦ ; ' _ _ N;' cis—/ r rr ' \ \\ UILDING A , , 'r/► \\ /�� ,� / /' ♦ , TR c�" _�; f BUILDING F ,, ; ' \ / \ f l.• \J TOTAL BLDG: 18,686 S.F. g / / /' ........TF ------.ice *t♦ \\ ` - : '�`,\ �\ ��► /j ,/ / ,/;' 0I- ♦ a. ALFRED A. PAINE V1 \ / ff ! - ` \ \\ - \ LOT 1 / // / I ' ',`\�' "V OL� �.... .......9722 / d \�\ \\ / \ \ !tf 15 PUBLIC I - \ - ";�\\ - \� BLOCK ONE %/ �.'///��% �% a9.0'3 pLgCL tjt .n OJ ` `\ \ \ -- - -- !! ! --- - ---- --- - -- !-Le ------------------ �_• -' �,� ' �� \ ® \ f / ' ♦ O RES .00l\ / 75 ool LOT 2R 4 0.56 ACRE j '/� • �ww EXISTING 0. DETENTION ______ /� w Ld vo �j PUBLIC UTI L...+ +- 1 \ \ 1 / uj g 1 \ \ \\ I 1 1 � .�' // fa7 `\ % \ \ 1 I \ U r r r ` r r \ \ / 0 O r - i \\ \\\ \\\ / 01 .0'' / / / /ie W — 1 \ y 0 d \ \ \ \ I / I / r r \ 41 i ool a o v oo- It l000� Ix Lo CD �- " \ o_ SAHARA REALITY GROUP, LTD. Cr \ , / / / /,- \ < N 2 3 j W ---',. ' -, \ 7.47 ACRES - w \ - lo- o_ Iii c. w w m �" VOL. 6330, PG. 177 p \ -- ,s / TOPSOIL STOCKPILE AREA / 0 0 -6 T \ I 1 \ \ I \� SCALE: 1 " 60' DRAWN BLD AConstr. Type '" L / / Bld. Size SF o, / \ No. Stories .11 CU / / / / \ 160 Sprinkled (Y/N) / \ --' No. FHs Locations - Required Flow A l3 F 118 IT 13 17 13. 26:3 13 05- .19, ka { 7 Y Y Z 2 Z 1 719 WA l Iso APPROVED BY: AAP 1 1 DATE: 09/2/2014 VIEWED FOR FILE: ' (—' JUN 2 6 2015 SHEET •� \ \\ ,i.-' / COLLEGE STATION DEVELOPMENT SERVICES C1 0 PLAT FILED: 0 0F I cs n i t*i n All 1! I i P nnv^u4 (ILAff ��glts - '� tS► LEGEND MANHOLE SANITARY SEWER LINE WATER METER Q WATER UNE WATER VALVE 8 FIRE HYDRANT +: r GAS METER GAS LINE TELEPHONE PEDESTAL I •:: w TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE i–UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE — PROPOSED WATER LINE pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC UNE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT-OF-WAY LINE BUILDING A: pi BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 26,389 FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM s FIRE FLOW REQUIREMENT PER 2012 IFC: 3,500 GPM r 161 50% REDUCTION FOR SPRINKLED BLDG: 1,750 GPM 161 75% REDUCTION FOR SPRINKLED BLDG: 875 GPM 106 O 2 F s � w 3 106 Z W W +: r w I •:: w d �• W co T' W 161 i > s b 3 W N U d CL L W N f i N -N 0_ i 0 3 CL O O J O) i a N !v O U !v J Oi L A -N N L > M (U w N U Or O L 0- d J 2 SHEET SHEET I I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� yY w I •:: w I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� 0 3 Z Q J W H ti / C) r - L G, 0 c W 0 tA 3 to N u L ON N I N •F' CD / 3 CL0 0 J C L CL W I u 1 J N L P th L N / (U tA u o, 0 L r- 05 J Z LEGEND MANHOLE SANITARY SEWER UNE —mss WATER METER Q WATER LINE WATER VALVE 8 FIRE HYDRANT u}u GAS METER -1 FG LINE TELEPHONE PEDESTAL TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. UNE — UE OVERHEAD ELECT. LINE CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING 1 KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE —M PROPOSED WATER UNE po PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE P E PROPOSED TELEPHONE LINE FF PHASE UNE IIIIINII GHT-OF-WAY LINE c 1 - .. B.C...w�.vm�.a. -r .raffia. n .v rr�r.- vr.� .v • \ G.70 - \ BUILDING B: I �. FROM c. � � �. ♦ `, ••.. � BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 13,195 I ;:: �' 1 R5•5' to \ ♦♦ `� tri FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM I W 173 -i.W &W ' 142 `�o\ ' ♦♦♦ 't ( FIRE FLOW REQUIREMENT PER 2012 IFC: 2,500 GPM I:f 173 20.0' 28 196 200' 25 ; gd t� �"'� ♦♦♦ 8 1 ( W 50% REDUCTION FOR SPRINKLED BLDG: 1,250 GPM 1 0 °' \ ♦♦ '`, `, �,- W �, •i 75% REDUCTION FOR SPRINKLED BLDG: 625 GPM l o 0 9. \\ ,�� ♦ �' I� 161 (•r ' 20.0' 156 / ♦ t ` ,`' ♦ v .� a BUILDING F: I Z _ \ ��� 58 ♦♦ �` O 0 RS.s' .� �y ti BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 18,686 I _" G FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM 3 I los A p' , / a� ` ���/ 57a I �`' 23.(• ( 177 ( 23.0• 197 "Ocm FIRE FLOW REQUIREMENT PER 2012 IFC: 3,000 GPM ;` 11 Cj•H 50% REDUCTION FOR SPRINKLED BLDG. 1,500 GPM I ;:T W — — 176 — — — — — _ -W as •r R25 t-� 29 75% REDUCTION FOR SPRINKLED BLDG: F r:eo.5• ® 1 © Y 1 VED FORI ► i 1 + - - .,' p j� ter:.. ® ' �1 • ,�, - ,� ' 0 �, 6 2015 ON R RUN 0 LAT FlbED: k i / . �,\••, ��,� i , rri•.�yi�•lyiltlrr�la� .���L_ • � � � � ` � o;��*.► _- oil oil I NINE I I BUILDING F 190 189686 S.F. IN FF=312.5 ism L OwDODR 01 C3 SEASON 58 ZIP ib - = win -� � / J (_ � ® �����i� .�• =—Iii" — A �-1�� --_--' -' --' I- � 1 -�� /I:l.��'��t�i'�7— ai��>• �s'�+1•�— _ r• IIIII/IL �,, r 1 ► 1 �}.,� ` I & ;;R.J. ,\ � • /` � � � � � � �`f� \!. -;'. I �� a �\WIN, bz DRAWN BY: SJH PAR APPROVED BY: AAP Ak DATE: 04/02/ §019 0 SHEET cl 02 OF 4 ► � � �� :mss\ �. : : �� O) 3 a Z J 0- L i 0, 0, w / 0 4 3 rn 0, u d CL L o, 0, i N 3 6- 3r / a 0 O J 0 i CL ti i 0 J I o, L A -' tA L o, 0 / ru m Lq U o, 0 L 0 J / LEGEND MANHOLE SANITARY SEWER LINE �s WATER METER Q WATER LINE WATER VALVE FIRE HYDRANT IE011 GAS METER u GAS LINE G TELEPHONE PEDESTAL 10 TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE --UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —. WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER UNE —PSS PROPOSED WATER UNE pw PROPOSED ELECTRIC LINE FE PROPOSED UNDERGROUND ELECTRIC UNE —UE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT—OF—WAY LINE -- - .�1 I i as • - • ' •-• r� �, WCC , _ �,; ; ... _ i " /® i © `-`� 0— aid..- • • .. \r '����I % iii►' tt �` �:®- ��.'i ,•s- was - •. -iiiiiii �� •; i � .• � . __ � i'• • ..I{I _�1C`V \��-�� 1.�� !\moi. `1I'7• \- . , r. � �������. � /f- 0 MA WIN !�+�y. 'i �♦i • • ilii ri. ` \ . ��. . ��.= t • Wed VP��� .♦ OAF 95 11 MOM I AN/ . .� �� • `Aq OR 1 14 AR MA —p FA lb �_ �►�. ya - -�IF✓ �� 44 54 1a . + Ate/ ✓ A+��'`� ��'� R��/ ��,� % i 1 � a� -✓ ��.�pp.�� �• aa�r a '.''.• �� . ` `.�I'�� ��,�''♦t! -•`t qe -a•a_Yl:y �' \ �t,'``.. � r ..-•..� � y ��� � � � may/rt. om �► Q�� � � �• t � , � ;\�® •''iiiiiiiiiiiiiiiiii. � \�� `4►� �i ` � .�� ,� O /f:,•. - � i \ --- NW IR CROar -ars. �►i �� e•®: s1►.���`� WALK 0% �. /'�� iii►''!► 1 � •ars. � � , -. CROSS POW but Allo162 2S iEXISTIN ADA RAMP TO BE MANDARD SIDEWALK & CURB. ONE WAY a (PUBLIC) REMOVE PEDESTRIAN ui N I CROSS WAM ? 171 ul it \�\�G $0E S� 26• 1 Q\e- tid i E t z �� �� / i / \ \ • EXISTING PED ESTRIANto _ f • • 4 cn ,,, w a 0 CROSSWALK •� - ; ' p c z �" rn EXISTING TF I. SIGNAL'& Fn U) o '',I;3 o 0 ' @ \ • \ REVISE PEDESTRIAN CITY OF COLLEGE STATION �`WALK , SIGNAL VAULT TO REMAIN ��I o U) xx -All w ' 4 / 0 a coy w a Q a �,\\ ' CROSS WALK t w S Ei m \ �_ . 4 • \ A\ / �'V EXISTING PEDESTRIAN CROSSINGSIG�++ �+ MM.7 t G. f� w w w R' Ix ix a Q • ��` 157 �� �� ®�4 \ , I ABANDON CONTROL VAULT t ' ' \4 •Q Q• Q •�� ` t E ' \ / EXISTING STREET LIGHT TO BE \ a / / �` �\ • REMOVE RELOCATED X15 WEST IAN � : o — \ ©• Q - / �` D\ 'Ca \ / /EXISTING R' i I t0 n O\! CROSSPEDESWALK ENTRANCE ACCOMMODATES �, BDC SRO �S Ib�N IN °� ��\% j - Usti_ SCALE: 11' = 30 \ \ r �. .:SJ MMLf N A`.l' `aO:g µA I JUN Z 3 201 Kv COLLEGE STATION IN E;{ ALLLAD • 4. DRAWN BY: AAF 4�` �� ' NG I t :EXISTING CRY OF COLLEGE APPROVED OY: AAP OL: -6298, PIG.'1� � �� � ' 0 , + ATI N,. TRAFFIC VAULT I�OT PLATED .. \��° _ r TO BE ABANDONED DATE: 0;9/25/2014 o :� Q .Q �. a °. • �` a�\\ ` -� EXISTING SANITARY SEWER FILE: MANHOLE TO REMAIN ' a .• 4 q. Q �` DCI lIG 24" CP E i SH�'ET a a a Q `%`,` INSET .Ar 3 `f ♦-' ■ PHASE LY 4 ,;-- '- OFA, 4 • :,a '4 • •• .° � > �'! � \� \\ ' `\� CD a z Q J w / cm L 0, 0, Cl W / 0 3 W 0, u d B.. L 0, o► I N 3 a- / a 3 / CL 0 0 J CD L CL W I 0 u r - J 1 o, L A f ul L 0, E / tU w tn 4J u 0, 0 L CL J WATER O EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. O CONNECT TO EXISTING 12" WATERLINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O BANK OF 6 - 2" WATER SERVICES WITH 1" WATER METERS SET AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE 0 30" MIN. BURY. O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). © BANK OF 5 - 2" WATER SERVICES WITH 1" METERS SET 0 9" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT 0 MIN. 30" BURY. O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF 6" FIRE UNE TO SERVE SPRINKLER SYSTEM. SANITARY SEWER 0 CONNECT TO EXISTING SANITARY MANHOLE TOP EL. = 306.65 EXISTING 8" OUT. = 300.60 PROPOSED 8" IN. = 303.83 O PROPOSED 8' SANITARY SEWER UNE AT 50% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). ® INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=349:31- 309.31. USE DEEP -CUT CONNECTION TO 8" UNE - FL=303.51. ® INSTALL 4$'- 35' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL 303.34'. FLOWUNE AT DOUBLE CLEAN OUT = 3t0:96 309.90. O GREASE TRAP TO BE INSTALLED BY TENANT ® GREASE TRAP TO BE INSTALLED BY TENANT ® RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE O RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE ® PROPOSED 6" FIRE UNE (C 909). `- 154 GRATE INLET 8b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 45g INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=94 44- 309.31. CONNECT TO MANHOLE AT 115 FROM B.C.) P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - FL=304.62. O9 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 OF CURB. ® EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.0% 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. m~ APPROXIMATELY 8' COVER. 11 EXISTING 8" WATERLINE (C 900) AT 5.5' BURY SEE ( 47a INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWUNE AT BUILDING - 306.0'. 117 0 PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 6. CURRENT USE -VACANT N/A 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. AS NECESSARY TO MATCH FINISH GRADE). 47b INSTALL 54' OF 4" SANITARY SEWER UNE AT 2.0% FROM 13 INSTALL 20' OF 2" PVC IRRIGATION UNE WITH A 1-1/2" 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8' 161 EXISTING 5' SIDEWALK - 3' FROM B.C. IRRIGATION METER SET FLUSH WITH FINISH GRADE. PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE UNE. FLOWUNE AT BUILDING - 306.0'. 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE IRRIGATION METER SET FLUSH WITH FINISH GRADE. 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE 47c INSTALL 55' OF 4- SANITARY SEWER UNE AT 2.0% FROM 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION GRADE. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 16a 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN UNE. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 UNE. FLOWUNE AT BUILDING - 306.0'. 16b INSTALL 1" WATER METER. 47d INSTALL sANrrARyT 5- 6A LINE AT 2.0% F�TO 16c INSTALL 1" WATER METER. 166 RELOCATE STREET LIGHT 40' EAST. BUILDING USE DEEP CU0 CONNECT TO CONNECT 8" 16d 6" FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLY IN RETAIL 54,174 S.F. UNE. INSTALL DOUBLE CLEAN OUT AT BUILDING TO MATCH 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP BUILDING. INSTALL FDC 0 BUILDING. FINISH GRADE - FLOWUNE AT BUILDING - 301.83'. 17 INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 47e INSTAL_ 55' OF 4" SANITARY SEWER LINE AT 2.0% FROM NOTED 2.5' FROM B.C. 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 18 EXISTING 12" WATERLINE 123 UNE. FLOWUNE AT BUILDING - 306.0'. 19 PROPOSED 8" WATERLINE (C 909) (SEE PLAN/PROFILE OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O SHEET FOR COMPLETE DETAILS). 47f INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWLINE 20 N/A 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS AT BUILDING - 306.0'. 21 N/A 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 0 N/A 479 INSTALL 53' OF 6" SANITARY SEWER GREASE UNE AT 2.0% WITH O N/A 1000 GALLON (7' X 14') GREASE TRAP - COMPU=TE - GREASE 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT TRAP MANHOLE TO MATCH FINISH GRADE. FLOWUNE AT BUILDING 24 CONNECT TO EXISTING 8" WATERLINE (C 900) (SEE O - 306.0' PLAN/PROFILE SHEET FOR COMPLETE DETAILS). PROPERTY UNE. �' 25u INSTALL 132' OF 6" WATERLINE. 47h NOT USED, 25b INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING 2.5' FROM B.C. WALL FACE OF WALL TO BE FINISHED WITH SURFACE 25c INSTALL 1" WATER METER. 47i NOT USED 25d 6" FIRE UNE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. SYSTEM, PROVIDE ISOLATION VALVE AT PUBLIC LINE CONNECTION. N/A 183 25e FIRE DEPARTMENT CONNECTION 127 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. 47j NOT USED 27a 3" TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE. N/A 184 27b 1" WATER METER. 129 27c 1" WATER METER. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO 27d 1" WATER METER. N/A MATCH FINISHED GRADE. FL = 304.50 28o CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 28b INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49a EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. <49b EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.60 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 49c EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.50 28d 1" WATER METER. ® EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 28e 1" WATER METER. 309.8'. FLOWLINE NEW 8" IN - 306.92' (NORTH) INSTALL 78a DROP MANHOLE. FLOWUNE EXISTING 8" OUT - 302.0;. ® 1" WATER METER 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 29 CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. 191 X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, DETAILS). 52 N/A ® PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE FROM B.C. 192 SHEET FOR COMPLETE DETAILS). <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 31a 57' OF 3" WATERLINE (SDR -21, ASTM D2241). <11b> INSTALL 1-1/2- WATER METER - IRRIGATION. O N/A 32a 64' OF 6" FIRE LINE. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. ® FROM B.C.) PROPOSED 8" WATERLINE. O N/A 33b N/A O PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH 137 N/A STANDARD CITY OF COLLEGE STATION MANHOLE(S). -N9F- 0 23' OF 6" WATERLINE. 136 N/A ® BANK OF 3 - 1" WATER METERS 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 ® N/A TEXAS MUTCD STANDARDS . 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE 56 N/A 6" WIDE LANE DIVIDERS (WHITE). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. ® N/A 57a INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 33h BANK OF 2 - 1" WATER METER. PLAN FOR COMPLETE DETAILS ON THE DEEP CUT CONNECTION TO CONNECT TO SSMH. FLOWUNE AT BUILDING - 309.5' 331 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 57b INSTALL 43' OF 6" SANITARY SEWER UNE FROM BUILDING. <M> FIRE DEPARTMENT CONNECTION BURY CONNECT TO 8" UNE. FLOWUNE AT BUILDING - 306.89' STORM STORM SEWER. INSTALL TWO-WAY EXTERIOR CLEAN OUT. VERIFY EXACT N/A N/A GRATE INLET. LOCATION WITH OWNER. ® 1" WATER METER. 57c INSTALL 43' OF 4' ITARY SER LINE FROM® UILDING. USE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET DEEP CUT CONNECTION TO CONNECT TO 8* FLOWLNE AT 0 6" PLUG FOR FUTURE 6" FIRE UNE (TO DOUBLE CHECK VALVE CURB INLET. BUILDING - 309.5' C7.3. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 4' BURY.143 ® N/A N/A ® ® BANK OF 4 - 1" WATER METERS 57d INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 35c O 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWLINE AT 24" ADS N-12. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. DETENTION POND OUTLET BUILDING - 309.5' 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) 37a N/A 57e INSTALL 41' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 37b N/A DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWUNE AT AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO BUILDING - 309.5' 37c N/A FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' ® INSTALL 5' OF 3" WATERLINE. AREA GRATE INLET 36b 1-1/2" WATER METER - IRRIGATION. EXISTING 36" RCP TO REMAIN 39 N/A BUILDING ® N/A 81d 41 N/A EXISTING 36" RCP TO REMAIN. 42 N/A 4' BURY TO BUILDING (RESTAURANT). 150 57f INSTALL 37' OF 6" SANITARY SEWER UNE FOM BUILDING. TO 82 EXISTING 8' X 8' TRANSFORMER. CONNECT TO SSHM. FLOWUNE AT BUILDING - 305.64' ® FURNISH AND INSTALL 3 - 4" CONDUIT - N150' LONG AT 4' BURY TO 'BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 57g INSTALL 46' OF 4' SANITARY SEWER UNE FROM BUILDING. USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE. FLOWUNE AT BUILDING - 309.5' 57h N/A ® INSTALL 6" EXTERIOR CLEANOUT AT BUILDING - FLOWUNE AT BUILDING = 309.5. 59a INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" UNE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM BUILDING. FLOWUNE AT BUILDING = 312.0'. 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE CLEANOUT 5' FROM BUDDING. GREASE TRAP TO BE INSTALLED BY TENANT ® PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 61a INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWUNE AT BUILDING = 306.5'. TIE TO GREASE UNE AS SHOWN. 61b INSTALL 119' OF 6" SANITARY SEWER GREASE AT 2.0% SLOPE, FLOWUNE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY TENANT. 62a INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE AT BUILDING - 306.5'. INSTALL DOUBLE CLEAN OUT AT BUILDING - FLOWUNE AT 8" UNE - 302.3'. ® FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) ® EXISTING 3 X 5 PULL BOX. 86a NOT USED 86b FURNISH AND INSTALL 3 - 4" CONDUIT - N235' LONG AT 4' BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 87 N/A ® N/A 89 N/A ® N/A VERIZON TO FOLLOW UNDERGROUND ELECTRIC ROUTE - CONTACT VERIZON FOR CONDUIT AND BURY REQUIREMENTS. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SITE SPECIFIC P 1. PROJECT IDENTIFICATION: 151b EXISTING CURB INLET TO BE REMOVED. PROJECT NAME: UNIVERSITY TOWN CENTER LOCATION: UNIVERSITY DRIVE 151 EXISTING 46" RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION. 152 NA VOL 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, / VOL 690, PG. 175 - 13.31 ACRE TRACT -VOL 6347. PG. 185 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL 6078. PG. 247. 153 EXISTING 48" RCP. 2. APPLICANT .INFORMATION: `- 154 GRATE INLET SAHARA REALTY GROUP, LTD. INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON C/O DAVID SCARMARDO 115 155 TRENCH GRATE. EL=308.5. FL OUT=306.2. P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - 15 3' CONCRETE FLUME x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 156 30" ADS N-12. SAME AS APPLICANT ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. m~ 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .OF .TF,H j EXISTING WALK AT 12" O.C. SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 117 0 AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE -VACANT N/A 1® 128' OF 10" ADS N-12 STORM DRAIN 0 0.8%. 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD SITE " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS 161 EXISTING 5' SIDEWALK - 3' FROM B.C. COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 DATE: APRIL 2. 2014, AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE x-13= 205' 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 163 N/A TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40' 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH EXISTING 3" POLY GAS LINE. COMPLETE JOINT. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 ERWISE NOTED. 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER - TIE 12. BUILDING AREA: 120 NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. RESTAURANT (W/O DRIVE THRU') 49,324 S.F. 6" REINFORCED CONCRETE PAVEMENT. 166 RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/ DRIVE THRU') 1,400 S.F. 121 = RETAIL 54,174 S.F. INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP TOTAL: 104,898 S.F. RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET AT 12" O.C. 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED 1B8 INSTALL 80' OF 24" RCP TO INCLUDE 6:1 SAFETY END 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF TREATMENTS AT 1.5%. OCCUPANCY. 123 . " 180 POURED MONOLITHICALLY WITH PAVEMENT. 62b INSTALL 2 - 6" SANITARY SEWER LINE, 47' LONG, AT 2.0% `- ATMOS GAS 169 INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON AS PER CITY ORDINANCE #2394. 115 EXISTING 2" POLY UNE w aaaco 30" MIN. BURY ON ALL LINES 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 106 EXISTING 4" POLY UNE. 17 TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING IN ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH U TIE TO 8" UNE AT EL 301.9'. INSTALL DOUBLE CLEAN OUT AT m~ .OF .TF,H j EXISTING WALK AT 12" O.C. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RES ONSIBLE FOR FURNISHING & INSTALUNG ANY NECESSARY 117 0 BUILDING. 107 N/A 170 5' SIDEWALK. UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATIC. GENERAL CONTRACTOR IS RESPONSIBLE FOR ®PROPOSED 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. DETERMINATION OF UTILITY INSTALLATION ORDER. RED WITH WORDING - LANE - NO PARKING - TOW 66a CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE 108 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNE6 WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 109 O EXISTING 3" POLY GAS UNE. 171 O SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA ON. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, ® INSTALL 106' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 110 EXISTING 3" POLY GAS LINE. STANDARDS CONDUIT WITH PUL_ STRING WIRING PULL BOXES TRANSFORMERS PAN LS AND APPURTENANCES NECESSARY FOR PROPER SLOPE, FLOWUNE AT BUILDING 306.50'. CONNECT TO 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 172 6" REINFORCED CONCRETE PAVEMENT. OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TO RECORD LOCATIO S OF ALL CONDUIT ROUTES. 121 = 111 O INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY 67 ® C5.1 END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 POURED MONOLITHICALLY WITH PAVEMENT. OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O TRAP TO BE INSTALLED BY OWNER. 112 INSTALL 20' OF 2" POLY LINE, SET METER AT BUILDING. <a74> STANDARD 6" X 6" WHEEL STOP. 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OF THE UNIFIED DEVELOPMENT ® INSTALL 28' OF 6" SANITARY SEWER UNE FLOWLINE AT 2.0% 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 125 " ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQU HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT SLOPE, FLOWUNE AT BUILDING 306.50'. END IN DOUBLE METERS AT 3 SEPARATION AT BUILDING. 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT E PROJECTED CONE OF LIGHT DOES NOT CROSS ANY . O WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL PROPERTY UNE. �' PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 14 NOT USED w C N ® INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% FROM 115 EXISTING 2" POLY UNE w aaaco 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� Xnw w z EXISTING 8" LINE AT EL 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. p Q J U INTERVALS. TO MATCH FINISH GRADE. m~ .OF .TF,H j 65b 'TOPS INSTALL 66 OF 6 SANITARY SEWER GREASE LINE AT 2.0% 117 0 INSTALL 50' OF 2" POLY UNE, SET METER AT REAR OF BUILDING. - 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTAL! DOUBLE CLEAN OUT AT BUILDING. 117 INSTALL 47' OF 2" POLY- LINE, SET METER AT REAR OF 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED "FIRE I ALFRED A. PAIN[ BUILDING. RED WITH WORDING - LANE - NO PARKING - TOW 66a INSTALL 106' OF 6" SANITARY SEWER LINE AT 2.0% FROM` 118 O INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. TO EXISTING 8" UNE AT EL 295.64'. CLEAN OUT REQUIRED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL 119 INSTALL 61' OF 1" POLY, SET METER AT BUILDING. 178 O HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH HANDICAP SYMBOL PAINTED IN SPACE). GRADE. 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 17 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP 66b INSTALL 86' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 121 . " INSTALL 25 OF 1, POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR TRAP TO BE INSTALLED BY OWNER. 122 3' SEPARATION. STANDARD AS REQUIRED. 67 ® N/A N/A 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS ACCORDING TO TAS/ADA. 124 O INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT 69 N/A 3' SEPARATION AT BUILDING. 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. 125 INSTALL 45' OF 1- POLY UNE, SET METER AT BUILDING. 182 5' HIGH CONCRETE RETAINING WALL BASE OF WALL TO BE COX COMMUNICATIONS - CONTACT 1' OFF PROPERTY LINE. FACE OF WALL TO BE FINISHED 979-774-2506. MINIMUM 30' BURY. PROVIDE WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL MINIMUM 9' VERTICAL SEPARATION BETWEEN CROSSING UTILITIES/LINES. 182 2'-3" HIGH LANDSCAPE BLOCK RETAINING WALL 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. ®VARIABLE HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION WALL FACE OF WALL TO BE FINISHED WITH SURFACE TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. ELECTRIC ROUTE. TREATMENT REPUCATING BRICK OR STONE. PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. <a26> N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, 127 N/A 6 DOWELL INTO EXISTING PAVEMENT 12 O.C. 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. 128 N/A 184 HANDICAP URB RAMP WITH FLARED SIDES, PER ADA/TAS 129 N/A STANDARDS 76 FURNISH AND INSTALL 2 - 4" CONDUIT - 40' LONG AT 4" BURY. 130 N/A 185 ROCK INLAY - PER ARCHITECT PLAN n° FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL SIGNAGE 186 N/A ® STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> 300 FT SQ. SIGN - 24' TALL X 23' WIDE - SET 50' FROM 187 4" CONCRETE WALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 6' TALL CMU WALL ROUTE 2 - 4" CONDUIT - 39' LONG TO BUILDING 132 200 FT SQ. SIGN - 2277d B.C. ROUTE ELECTRICAL' CONDUIT TOTALL X 23' S GIVE - SET 50' FROM 189 6' WIDE X 4" THICK CONCRETE SIDEWALK. ROUTE AS DIRECTED BY OWNER. 78a ANDINSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL <133 66R00F g Q. MONUMENT - 4' TALL X 15' WIDE - SET 48' 190 FLUSH CURB CONDITION. TANDARSND STANDARDS C. 191 TRANSITION TO FULL CURB IN 27 FEET. 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, 60 FT SQ. MONUMENT - 4' TALL X 15' WIDE - SET 48' 78c FUNISH AND INSTALL 8' X 8' TRANSFORMER PAD. FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 135 60FFROM g C. MONUMENT - 4' TALL X 15' WIDE - SET 65' 4 BURY TO BUILDING 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 136 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. 4' BURY TO BUILDING B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 194 STOP LINE 790 D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 137 N/A SFURNISH TANDARDS 136 N/A <@ TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 N/A TEXAS MUTCD STANDARDS 79c FURNISH AND INSTALL 2 - 4" CONDOR - 104' LONG AT 4' BURY 19 6" WIDE LANE DIVIDERS (WHITE). STORM SEWER (REFER TO GRADING 195 RAISED CURB MEDIAN 79d N/A PLAN FOR COMPLETE DETAILS ON THE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). 196 OTO INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET X7.3. 79f BURY STORM STORM SEWER. 79g N/A 141 GRATE INLET. 197 INSTALL 2 DIA x 6 LONG LIGHT BASE. TOP OF BASE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 142 CURB INLET. C7.3. 4' BURY.143 12" ADS N-12. 198 N/A ® EXISTNG 2 PROJ - 4" CONDUIT STUBBED OUT FROM HOMEWOOD 144 18" ADS N-12 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 81a FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) 145 24" ADS N-12. 200 DETENTION POND OUTLET 81b FURNISH AND INSTALL 6 - 4" CONDUIT - 125' LONG201 1'46 STORM SEWER OUTFALL EROSION CONTROL AT 4 BURY TO BUILDING. TURN UP INTO TRANSFORMER 36" ADS N-12. AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 202 2-36" RCP DETENTION POND OUTFALL PIPES 81c FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' CURB INLET WALL. 20g AREA GRATE INLET BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT 148 EXISTING 36" RCP TO REMAIN BUILDING 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 149 EXISTING 36" RCP TO REMAIN. 4' BURY TO BUILDING (RESTAURANT). 150 EXISTING JUNCTION BOX TO REMAIN. 151 JUNCTION BOX PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 26,225 27,611 z Xn w C N ry I- :Dr N LU z zQ w aaaco 797 U) X - z x��� Xnw w z cn F- rn zv J Q p Q J U m~ .OF .TF,H j U 26,225 27,611 50,724 56,270 24,500 28,659 377 441 797 883 TAL SPACES 172 651 120 943 .OF .TF,H j +�JAN1�S "N ANDS I ALFRED A. PAIN[ WATER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT DAILY DEMAND C RETAIL AVE DAILY DEMAND ........ 25 GPD/� PROJECT SPECIFIC: POPULATION DENSITY PER B II S UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 P RSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD 9.2 GPM ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 1.5 TOTAL ........................... 19,946 GPD 13.8 GPM PEAK HOURLY DEMAND.... ADJUSTED DAILY DE D * 4 TOTAL .............................. 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK RLY DEMAND=ADJUSTED ONLY x 4.0 SANITARY SEWER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT AVE RETAIL AVE DELMAND DEMAND........ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER BCS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 11 1.5 TOTAL ........................... 19,946 GPD PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 TOTAL .............................. 3.324 GPHr *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND -ADJUSTED DAILY x 4.0 REVIEWED F'OR JUN 2 6 2015 COL_EGE STATION DEVELOPMENT SERVICES PLAT FILED; c'SS PHASE 3 ONLY p N U) Z z U) U) Z V z N y v 12 y o 012 a s x 'Ta N 2 2 ILI 8 v�M 0. a 04 Ilk L� Ir IL y l Ix w Ali w o 0 0 0 0 N rq rm n rn � w SCALE: 1" 30' DRAWN BY: SJH APPROVED BY: AAP DATE: 09/25/014 FI LE: SHEET ci ■ OF 4 Plant List ' Point Value Poing Gyri enxs NOTM (Botanical Na"e) KeyC,�uuantity Size ���� µ Canopy Trees 300 16,200 12/14' Ht., 3/4' Sp., Matched 54 3Y2" Col. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container +• r 300 300 14/46' Ht,, 4/5' Sp., Matched Cstocio chinensis) 6'-0" Clear Trunk Min., Container' al. Chinese Pistache (Pi 0 300 13, 800 14/16' Ht., 4/5' Sp., Matched 46 3%2' Cal. Chinese Pistoche (F'' t REQUIREMENT) 6'-0" Clear Trunk Min., Container 0 (S-i-REETSCAPE REQ ) 0 0 14/16' Ht., 4/5' Sp., Matched a 401 3%2" Cal. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container. (BUFFER REQUIREMENT) Shrubs 0 0 36" Height Min., 3' O.G. Max., Rooted, Full 0 570 5 Got. Elaeognus (Eloeognus x ebbingei ) (PARKING SCREENING REQUIREMENT) us x ebbingei) 0 0 3(0" 1 -weight Min., 3' O.C. Max.,., Rooted, Fuit i0 408 5 Gal. Eloeognus (Eloeognus (BUFFER REQUIREMENT) 10 0 15/6' Ht. Min., 3/4' Width Min., Full Foliage 6' 15 C,al. Southern Wax Myrtle (Myrica cefiferi)OINTS to Caround (Points not claimed) (TRANSFORMER SCREEN1NCa REQUIREMENT) TOTAL PROPOSED LANDSCAPING 30,300 P L NOTE= 100% coverage of groundcover, decorative paving, decorative rock, or perennial Vass is required in parkingi ' l\ lot islands swates and drainage areas, the parking lot ' ,00, ' . '• '/ / ' setback rights-af-way, and adjacent property disturbed during construction. i' V yam` /• ;' t / Landscape Calculations POINT CALCULATIONS Required PHASE 1 Site Area - - 126,571 - 126, 571 / 1000 x 30 - 3,7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F_ Along University) 335 - 86' (Visibility Triangles) Recgvired 24q/0x Boo25 10 Canopy Trees 494 Steetsc�e Buffer -- None Required- 5 2qt x .5 = 2,646 Points Canopy Trees Requ' ed - , Total Points Reov fired Phase 1- - 5,2141 Points PHASE It Site Area - - 487,350 =487, 350 / 1000 x 30 = 14,621 Points Steetscope -- Major Arterial Frontage -- 1,081' (F Along University) 1,081 - I417' (Visibility Triangles) red 884/25 X 300 = 5,3 Trees is qui Steetscape Trees Re Buffer -- 30' Required `5, Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy TOM point value) 280'/3' x 2 = 187 5h(obspoint value) 280 Lin. Ft.' 6' Wood Fence Canopy Trees Reguired -- Iq,g25 x .5 = q,g63 Points Total Points RPS fired Phase i I - -19,925 Points P14ASE I I I A Site Area =- 75,091 ._ 75041 / 1000 x 30 = 2,253 Points 5teetscope None Required Buffer -- 10' Respired A 262' (R4) 2621/25' - 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Rec)ired -- 2,253 x .5 - 1,127 Points . Total Points Required Phase III A-- 2,253 Points PHASE -111 H Site Area - - 83,183 = 83, Iq3 / 1000x30 2, 446 Points 5teetscape -- None Required Buffer -- Required 3 Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 203' (R4) value) 205'/25 x 2 = 16 Canopy Trees (no point 203'/3' x 2'= 134 Shrubs (no point value) 203 Lin. Ft. 6' wooden Feme 5 1 248 Points Canopy Trees Regyired -- 2, - - , Total Points Recigired Phase _1.11 13-- 2,4% Points I Landscape CalculationsOF �Q Proposes POINT CALCULATIONS L` PHASE I Canopy Trees -- 11 - 3%2' Cal. Trees3, 30 - 0 Paints ROBERTT t3. RUT "`•..•.•,•'•• 'k" ROBERT 8, 5teetscape -- i5 - All Cal. Trees = 4,500 Points ..... j 434 ......JA Am ;.. Only 10 Steetscape trees required. Excess Steetscape Trees _ rAwl to be used to satisfy 5treet5cape ReWirements for P I1. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for screening poking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points Only 5, 2cil Points Required. Excess points to be used to satisfy requirements for Phase Ill A,--2,509 Extra Points PHASE II Canopy Trees -- 44 - 3%2` Col. Trees = 13,200 Points Streetscape - - 31 - 3/211 Col. Trees C1,300 Paints _Trees 36 Streetscape trees required. 5 Excess 5treetsca from Phase Ito be used to satisfy Streetscope, Requirements for Phase IL OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for, screening parking along University Drive accrues no point value. Buffer-- 30' 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tree6no point value) 280/3' x 2 = 187 Shrubs (no point value) - 278 Lin. Ft. 6' Wood Fence Total Points Proposed Phase 11--22,500 Points A: Only Ig,R25 Points Recipired. Excess points to be used to ,satisfy requirements for Phase ill B.--2,575 Extra Points PHASE III A Canopy Trees -- 0 - 3Y 1' Cal. Trees 0 'Points Streetscape -- None Required 0 Points Required Points for Phase I i l A to be implemented in Phase 1. Buffer --10' 262' 262' 25' = 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft, 6' Wood Privacy Fence Total Points Proposed Phase III A-- 0 Points A: Excess Points from Phase I to Satisfy Requirements for Phase III A--2,544 Points PHASE Ili B 0 Points Canopy Trees - - 0 - 3Y'2' Col. Trees = 0 Points Streetscape -- None Required Required Points for Phase III B to be implemented i' Phase It. Buffer --301 1. 200' (R4) V 200'/25' x 2 = I6 Canopy Trees(no point value) 1 1 e no int value) 14 Shrubs point 3 200'/3' x 2 ( 200 Lin, Ft. 6 1 Wooden Fence Total Points Proposed Phase III B-- 0 Points . A: Excess Points From Phase It to Satisfy ReQl,irem is -F for Phase III B-- 2,575 PN. oints 30,300 Total Pants NOTE= Total Proposed P Existing site and building. Not part of proposed site. ��- \ 5hou n For reference only. - ` _ / "%! / / i �yJ j l i! •` i, �„--.,_�- - J�^: a --._- � \ - N 0;00e : r -- 1 t '�.:. - /' ;tel-=•—` � r ;< ,;...- fence .,..•• 1 Wooden /, - ! tAloe9 Buff , : a R / s T�` -t r >- 1 v 1 ' Wood Privacy fence i _tt , c , t�' �yJF a ,-�:" .. `•, .. .,. i• --____i----- '= ._.. ---- ____ l��:a •-- I .. L 1 _ ' i ,r•'J i - \ . ., �.� � �. � .,- � , / % - � 4J � y ! Y T , - _ (fes\ ~ ' Nk J> \t /I 3htl� , 321fj . 3N ie NG %FlR I y \ 4-) AL ji C JT GS a. R=VIEWED FOR' . �►� - _ ^ - -�- — ; - N \ I . ` /r , y r r ` L,, �i 1jp ifr ' "+► �1{f 7y�. �� �/' � [-. � r _ I �i `w+ E � , - I �•. SNI -• - -- ___ - � / >. �.r� JUN 2 6 2 015 Lam• _ r t t •t t 3N� `'c. . ' r, ., ,. , , .:. '� COLLEGE STAT ON ' ON t i t: l+ xtlM Z PMENT:SE2V-ICES DEVELU tr> - 1 . .. : �. P�AT FILED...ED..PHA PHASE - L\3 EWE,. FOR J o _-- x E' { \ ' ` ♦ _ W t U ' 1.13 .. .... - � X ��� :' ! � I _._ »,. :a ,;• 1..; ->:. '_I ., � .� - is 7 A JUL 1:5 C -i• , r : , t 3J _ • ti b STATION I Q� Ira 4. t m � I .0 ,S r ' s�v�s _ __ C 1 _ ______ ,; ,� _J 1R 3 ti .z_ 12,4-04 o i JMR ' ♦ ♦ ...... .j ., \ t _ + Ll :4-24-05 7-7-06 RBR Landscape 1. l " I I 1 i 1 l ...... _. %1 North I —� �.,. �, �=¢ 1 __ Sheet Number 0 Ref : None Scale= 10=0 �--� O W Verify all dkrwukm before cawuvction•'``� Q Tr —. .•-. 8 r oQ' OP : 4 aniii Sheet i of 2 1 �f y {�/� 6:t Plastic Valve Box 2" Master Valve .. (optional) irrigation Main Line 6" Plastic Valve Box Ile' Plastic Ball Valve Plastic Meter Box (iq"x25" ) IV' Water Meter Compacted Native Soil Undisturbed Native Soil Copper Flow Line From Tap (Size Varies) NOTE: • 110V power to be be provided for irrigation contractor by Owner. Lateral Line Water Proof Connection (Typ. ) I" Remote Control Valve: Rain Bird PEB Plastic Valve Box with Cover Finish Grade/Top of Mulch General Irri anion 5 ecific ItionS 01. All main lines are to be SCN 40 PVC pipe. N,�.L ' ' �fff Sffffflfff fffffffff if 02. All lateral lines are to be class 200 PVC pipe. ROBERT B. R.. f1f• Riff!fffffffffffff•,H 's 1434 03. All fittings are to be schedule 40 PVC. f 04. Ail wiring is to be 14 gauge. t>jtios�', 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Rainbird PEB series automatic valves. a�2aio5 07. Size Controller to accommodate irrigation zones. 08. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the Owner. : Oq. All irrigation components shall carry an uncond'ti nal one year ARI - _ guarantee (materials and labor). 't (Or Installation of all irrigation components shall be pproved by i, Water --- r -•; ', Flow In Landscape Architect, Owner or Owners' Agent before pipes deter Flow Out - -" - }' ' are covered. N x t0 rinklers -. ' irrigation ditches shall be backfilled and tam' ed. Clods and debris s i All r a _ _.. _. ; ; --- . - , - • _"_y �- _ _ PV Main Line Pipe unearthed durin trenchin shalt be removed from the site. t� o, _ _ - - i _ -- -- t - - - _ -- -- -- -- . , -; - = - :, I 3 i / Water Meters shall be provided by m - -_. - t i i• - - , 2 2 p the Owner for the 4 N I _ irrigation systems in the areas indicated on the Plan. 13. The Irrigation Contractor is responsible for complying with the City ! Double Check Valve Assembly of College Station codes and requirements. � (Install as per City Ordinance #2384.) 03Remote Control Valve 14. The Irrigation Contractor is responsible for installing the Double Check - 8" Pea Gravel (for Drainage) RAIY1b1Y'd PEB Valve Assembly according to the City of Colege Station requirements. Enclosure - As Per City of College Stations Requirements Ref: Nave scale: Now 15. The Irrigation Contractor is to lay out individual irrigation zones. The Landscape Architect is to discuss and approve layout before implementation, ouble Check MPR plus nozzles y pe y in lawn areas. 02 I;o. Install bubblers on ever tree and Cra Myrtle , SSembly -Toro Custom Command (size per plan) I6. Design and layout of irrigation system is to accommodate the phasing Ref: None Scale: None , Irrigation controller of this project. Anchor securely to 6" screw-in extension Wall (add as needed to Maximum Design Flow per Zone: 1�2" Water Meter - Not to -exceed 70 GPM, spray over shrubbery) t-,.Twr ' h -� � {( Lia^" ' � .ar ,'r, •``e FLOWEPSIM HEAD WHERE RE,QUiRED t� MPR plus nozzles 3.0 nozzle Conduit for 115v power 3/4 conduit for _ (size per plan) Remote control _:;;• �� ' ,� ' Approved backf i 1 t � .13. Conductorslocal er _ �_ p Valves and sensor wires=��-��_�,-,,,t' _�` Nipple , At finished grade And national codes `�-$`�-•-L-t - - t.. - Secure to watt with _ _ �- �- �t� Approved backfill Appropriate pipe clamps Lateral tee Approved backfill oro m Toro sprinkler -" f--- Lateral pipe '"�-- TURF HEAD Toro 5742 sprinkler TURF HEAD Plastic cut-off nipple 6' Pop-up Nipple 4" Pop -Up Lateral tee Lateral tee Lateral pipe NOTE: Add modules as needed 05 Toro 570 Series Lateral pipe to accommodate zones. FiXED-SPRAY SPRINKLER Ref = Nona State: Nate Toro Custom Command Wall Mount wool "- 06Toro 570 Series 07 Toro. Mini 6 Series t i Spray Sprinkler Sin le Stream Sprinkler 00. Metal Cabinet : Ref= None Scale: None t t ! Raf: None scale: None - Ref= None Scale. None r Aria 3� _ fve+waY YtYaas .ts,••tY M.•,fIH •f+l•+.e : 7 • _ g, -! • .. Area 2- ;' ,' • : , . d _ MPR plus nozzles < x. �l size rplan) • � .. ... _� -� ( l�0 series nozzle >="�-` —�- -' 1 .. •.-.,-: SiZper tan _ _i r is • - A r: .r- - • 500 s e r .5t f inished rade oro bubbler \ _ � • Flood bu e -- ! l l Approved bac k _ A ed f 'l� p DV HAS p :3 -: - nlatdm - d backfill A rove •; t ...t^.: •_+QTS p t t- _ •- TURF HEADHall VaaP-) le Cm12" Pop-up NippleTOro 5 70z sprinkler Nipple a ° Lateral tee tQl - \ �� .�.4 ;.,, Lateral tee Q ,Y _ ' t Laterat pipe " ` ` _._ .._.. Lateral pipe �. P SE -111.A: �/' .�" AL "''� ' -i - - _ :;. - - - _-- - =-� - -� - } � s t - !.� s �>_- -- �-' � - ' � .,�- _:.-_w: �. �_ _ , a t' � ti ';•• --_- _IrMLdLON so_R�lOnj Toro 570 Se ries Toro 500 Series Spray Sprinkler Flood Bubbler >•' 4 i Ref: None Scaie: Note Ref: N score: ;� Nom t Nor►e e 1 Capc?Ff Nat - 1SGN m { For k -- - ♦ �.. V- ,lir. _._. J N , -- — r----- - - _ - . _i - laolatbn_. _ _. _ _._.._ _ -- �,iook, 't.v ---;-- ^r_ -i--_ — __._ _.__j_-__ �- �-VI- J iLi f' n a \�'_'—_y�''��``:i `;i :'♦� r✓ . NOTE: Ball •----- instal led TAP TAP • Back Flow Device must be ntested un installation as per *2)� 1� .� f C Ord i Hance __.__ `-_ _._- ..__ �r -•," .__' .1:: f T :t• :i � ,\r��.:�--y ,� r .R: r' ` City ,tea , i � — er- - � .X•� \ _ S, 3: s� t f; , +_. • •. Double Check Valve t ve Assembly mb lY Shall Double bt b- e k bsehcForP1 lwo wPr to OT/R! -Station -r CityDf COtte (Ano t) PHASE 11 Installed asPHASE 1 2 hahllne V Hal Valve ve T and RequirementAfrj �S �ccaor9(�( > ` • :: �r __ _ .. t_ _____ _.... .__... _. ___ I _ ____.. ____ 1�F t f _ t- Model us t be on City of C o Ile e Stat►onDouble Check Valve Arsern t Bran i1 dand , ... i_. . i S f it .. .-_.'-t. •.. , .:' .. ..:• t :t � vselrler Approved E List. �p.ent , f -" _ N r k AREA 3 A -R --E FIV -1 t- a c s r fi-........r-.�.: • b - - - -- - - 4 S' h 40 PVC Li Sleeve • o � _ � _ T .�.. ;;.,:;�.�1 .l a � ,: •� �� •, Date:: 10/1q/04 �+ ef'LL Irrigation Contr�tler -- : l MR '~ > - ,� - - 4-24-05 - JMR Isola ion PVC Boll Valve 7/1/05 RBF` ' ) (size to mainline Pei 93 4 �— o ._ -- --= _ ® �� o- EVIE V t 2t� Sch 40 PVC Mainl"ine o� °: �- �- CnmPl- ANCA � n Sheet Nurn�er.• Jt1� 1 5 Zone % � Double Check Assembly (D North U N I V F= IR 5 1 7 Y D R I V E � Landsca � Plan Ref: None scale: 0-60' j' HQW Verlfy ell &rwwl" befom cors# ucN�n#rt c . U. (D North U N I V F= IR 5 1 7 Y D R I V E . . .. .I. :.;1...17*:,"I' . .�.� . Pl o nt L'st .. .. .. . .. . I . . : . t�,:�;."`',;­._1.,.,;.-�.5" . . . . . .. . . - . . . ... .. . . .F .L,,. . � .. • . A::. I . . .,.14 . . . .! . . . . ... 1, . . . . .. I ... ... . . . .. . . . . . Point Value Points' Comments Key Quantity Size Common Name (Botanical Name) N Canopy Trees Cedar Elm Ulmus crassifolia) 300 16,200 12/14' Nt., 3/4" Sp., Matched + 54 3%2" Cal. Ge ( (0'-0" Clear Trunk Min., Container. r. . 9 300 300 14/16' 1-4t., 4/5' Sp., Matched . 1 3% 1, Cal. Chinese Pistache (Pistocia chinensis) �',-0" Clear Trunk 1"fin., Container ; 0 i chinensis 300 13, 800 14/16' Ht./ 4/5' Sp., Matched. 4(0 3%2" Cal. Chinese Pistache (Pistac a ) 0-0" Clear Trunk Min., Container 0 * .(STREETSCAPE REQUIREMENT) 0 !4/!(0' Ht./ 4/5' Sp., Notched 4ci 3%" Cal. Cedar Elm (Ulmus crassifolia) . . 0 _ . 2 V -0" Clear Trunk Min., Container (BUFFER REQUIREMENT.) . . . . . - Shrubs . laea nus Elaea nus x ebbingei) 0 0 36" Height Min., 3' O.C: f"lax., Rooted, Full fl 570 5 Gal. E 9 ( g- 11 . (PARKING SCREENING REQUIREi'1ENT) . Elaea nus Elaeagnus x ebbingei) 0 0 3(0" Height Min., 3' O.C. Max., Rooted, Full 408 5 Gal. 9 ( . . . (BUFFER-REQUIREi'1ENT)� 10 0 5/6' 'Nt. Min.. 3/4' Width Min., Full Foficl9e . (� 6 '. 15 Gal Southern Wax Myrtle (Myrica ce f i f eri) to Ground (Points not claimed) (TRANSFORMER SCREENING 42EQUIREMENT) 'TOTAL PROPOSED LANDSCAPING 30,300 POINTS'. . - 4', j] NOTE: . 100% coverage of groundcover, decorative paving, . decorative rock, or perennial grass is required in parking lot islands/ swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. -- m- . . . I . . . .. . . � . . � . . . . I . . . . � .. . . . . . . . . . . . . . . . I . : � I . . .. . ` . . j* ; . :i%/, //j� / . / ' ', >\1 ' j Cil, yf', , , fh //11/6t.1,11", . . lis ..l \N �, ,%l.• ,X 1 )`� I ". /i/ . . - . . k :// ,/: /; . / %/,. /, r ; / i �/f /' / , /` •✓ ;<. ''%, // : Y .�c/ k /moi i ; %"';, /; // / /// �i / f' l / , / /,.� 'i kfI �.. /, ,. /'� `.� %/, V �/� //J� // /./%,/� i,%: // Y/ /, I , j // ,' / / �/ / f1 / 11 % / / / ' / ''i ///./, ,� // /i �/ / / / / 11,( % / j . ! , // I ! / X / �' /\/ ' ' ,,' \ // ; f ' / / ids �i//� /�/// � l \ f// / / // / ;/ //�'b' / ,i j / -/- ,/ ' ' \ is /' /,": , ,/% .;' //.� / / I�: Ii //,/'/i /,' I \.\ \ '/ / �/ '/,: / // I i l\ \ `1 ` / �� /f:; \ ., ..Z i Landscape Galculations. . POINT CALCULATIONS . . Required . PHASE I Site Area -- 1261571 = 126, 571 / 1.000. x 30 = 3, 7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F Along University) • . 335 - 86' (Visibility Triangles) = 248 / 50 x 300 = 1,484 Points Steetscape Trees Required 24ci/25 = 10 Canopy Trees Buffer -- None Required Canopy Trees Required -- 5,2gi x .5 = 2,646 Points • Total Points Reauired Phase I-- 5,2gl Points . PHASE I I . Site Area -- 4571350 = 4871 350 / 1000 x 30 = 14,62i Points, . Steetscape -- Major Arterial Frontage. -- 1,081' (Ft'. Along University) 11081 - Iq7' (Visibility Triangles) = 884 / 50 x 300 = 5,304 Points . Steetscape Trees Required 884/25 = 35 Canopy Trees Buffer -- 30' Required . "B" Section 7.6 Substitutions (e) substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. . 280' (Ri) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tows point value) . 280'/3' x 2 = 187 Sh('obspoint value) 280 Lin. Ft.- 6' Wood Fence Canopy Trees Required -- 19,c`125 x .5 = g, 963 Points Total Points Reauired Phase 11--1cl,g25 Points PHASE III A Site Area -- 75,0g1 = 750gl / 1000 x 30. = 2,253 Points Steetscape -- None Required Buffer -- 10' Required . .,�:: . 262' (R4) no point value 262'/215' ='l1 Canopy Trees. ( p ) . 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Required -- 2,253 x .5 = I,127 Points Total Points Required Phase III A-- 2,253 Points . . . . PHASE III B Site Area - 83,183 = 83, Iq3 / 1000 x 30 = 2,496 Points Steetscape -- None Required Buffer -� Required B` Section 7.6 Substitutions (e) Substitute Masonry Nat l for Fence by Doubling Buffer Yard and Buffer Plantings.. 203' (R4) 203'/25, x 2' = 16 Canopy Trees (no point value) 203'/3' x 2 = 134 Shrubs (no point value) . 203 Lin. Ft. 6' Wooden Fence • Canopy Trees Required -- 2,4% x .5 = l; 248 Points 1. Total Points Reauired Phase I11 B-- 2,4016 Points Landscape Galculations . . Proposed POINT GALGULAT10N5 • 1. PHASE 1 Canopy Trees -- II - 3%2" Col. Trees = 3,300 Points . Steetscape -- 15 - 3%2' Col. Trees = 41500 Points Only 10 Steetscape trees regpired. Excess Steetscape Trees . ... . to be used tv satisfy .Streetscape Requirements for Phase 11. . ... OV CORRIDOR OVERLAY .DISTRICT -- Vegetation used for screening parking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points . Only 5,291 Points Required. Excess points to be Used to satisfy . requirements for Phase Ill A.--2,509 Extra Points 014ASE I I . Canopy Trees --. 44 - 31 " Cal, Trees = 13,200 Points Streetscape '-- 31 - 3V' Col. Trees = q, 300 Points 36 Streetscape trees required. 5 Excess Streetscape Trees from Phase I to be used to satisfy Streetscape Requirements for Phase II. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used forscreening parking along University Drive accrues no point value. Buffer-- 30' 280' (Ri) - (to be rezoned higher density) . . . . 280'/25' x 2 = 22 Canopy Tree�no point value) 260/3' x 2 = 187 Shrubs (no point value) 278 Lin. Ft . 6' Wood Fence Total Points Proposed Phase' 11--22,500 Points . A: Only 19,cI25 Points Required. Excess points to be used to satisfy requirements for Phase Ili B.--2,575 'Extra Pointe PHASE iII A %. Canopy Trees -- 0 - 3V' Col, Trees = 0 Points . Streetscape -- None Required 0 Points . . Regplred Points for Phase III A to be implemented in Phase I, Buffer --10' 262' (R4) 262'/25' = II Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Hood Privacy Fence . Total Points. Pro 2osed Phase Ill A-*- 0 Points A: Excess Points from Phase I to Satisfy Requiremen s .. for Phase III A---2,50-1 Points PHASE I 118 Canopy Trees -- 0 - 3!2" Cal, Trees = 0 Points Streetscape -- None Required 0 Points Regp"red Points for Phase Ill B to be implemented in Phase II. Buffer --30` . 200' (R4) .. 200'/25' x 2 = I(o Canopy Trees (no point value) 200'/3' x 2 = 134 Shrubs (no point value) 200 Lin. Ft. 6' Wooden Fence Total Points Proposed Phase III B-- 0 Points . A. Excess Points from 'Phase II to Satisfy RecVirenents . . for Phase Ill B-2,575 Points NOTE: ;�• Total Proposed Points -- 30,300 Total Points Existing site and building. Not part of proposed site. �r� " ' ' .. "' -, Shown for reference only. . - . _ ---- _ __._..._' . . . /. _ --- it B _ _ �'A._..._ B "' . irl i__/ if^ `r- - ,_ - - . ' ' ./, r�rr/' ~� . */P/� - , .1, � l; ;,,y am ;' ' ' / j !. _1--IIIIIIIIIIIIII 1. 6' en Fence . 1 :� woad r' '. ., Nth .' .-t Along'Buffer) KING- / . /` ` _ . \ . - I - _ %11 _ tR r - D 1 l — - -- - ' -.----"-I----- 02 ...�..�.,....... __... f #-'-- _._._._._ ---- — - / l t S _ -_- - ._.._ �..... _.� ..-.____... - .. . ,, I I , r' - ._.. 111 --_._ t t ._- --- - _— _. _ . .t _ i 1 i .:; -,.-..--_ !__ �_i`�* -, ..", . - i ­_ _ .1 1_'' I ­­ _­_ 1, . .il.,; - '"' , . ,� -,*;- - -, ��'-,z .���*".��,*�.'*�:�,,�,�,.��,\"-","*"-...". .�!�7,--,.--"*---5 `��', ,.,.,...,,. ­. - - _,mk -- I � -1 , * "I _�`, ­;`*� 1�I " . }!" 1�� I -.T_ — ��\\... .:.r .... .,.'' i _� �. " , �\ . .r - _.-.....- _ t,, . i t �,. _�� P . (LI I. \ \ --� �. ,­ , . -.el\. \ V , . . . ... .. . + . . . I . C�\ . , Nk '. � . O KING �` + + 1 f . i I 4 _ _____ ! 4._.t I __i - - -- — --- , - - i , F i - - i i _ 1 r ��� _ ,� 1 i i ► ' . �Z.= . —'- - — T. . 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I . . .. . : . . . , . . . ..... I . Gene'rol Irri-go.tion Spec'n icotions . . . . i .. . . . : .. 01. All main lines are to be SCH 40 PVC pipe. , � . .. e �.. 02, All lateral lines are to be close 200 PVC pipe. - . ­ . ­ . - I . . . All I r;+.+ ; 4- k,t, e--,-k,,.,A"lz, A P\/( . � - . .�; .. . . I k V L"" �. . . . � . . . I . . I-) . IltdZ;l are 1.1 . I . . ", % 0 1. .�. . . . � . . . � . . . . . . . . I . . . . . . . . . ! . : I %.....IST � . . . . ; I . i 0 . C7 . .. � . . . Compacted Native Soil . . . 04. All wiring is to be 14 gouge-. . ! . �: 1J, � . . . . : . .. . . I . . . . . . . . Water Proof Connection (Typ.) . . : � 14 . . . . ! . '. . . . . 05. All Sleeves to be Schedule 40 PVC. pipe., . : I I . . 1. . . I . . .. . . ­ . . . . /24/06 s .. I . ... . . . I . . - Undisturbed Native Soil . ...: Lateral Line- I" Remote Control Valve: .Rain Bird PEB 06. All valves are to. be Rainbird PEB series automatic valves.. . �.. . . i . irrig'ation Main Line �,-11 Plastic \/,ni%/., R,nv iiti+k rnx/.::,r . . 4- A-+ irrigation -7/-1k­1,0,Q . . . � . . I . .. If 0 /. Size Controller LJ U(-�11.1; I It I IV �- . * . . . . . I . . I low Line . . . . . . . . .. . � . . I 08, All valve boxes (plastic) shall remain flush with finish grade for a I . . . . . . . . . . I . . I I . I I . . . I . . . I . . I. . .. I . . From Tap (Size Varies) - . ,,,,� /-�.,W,,,,�&Affi�,�, --* Finish Grade/Top of Mulch . � period of one year or will be raised/straightened at no cost- to the Owner. .:. w . . . - . . . . 11 I / B 1, . . . - .. . . . . . . . I I 1 il . : . . . . . . -- t . - . 1. . . . . r I i .. I 3" ho. ]-.--I � . . I � . . . Oq. All irrigation components *shall carry on unconditiona . T ... . -- . - --- .. ------ - I . . - . . ­ . . . . � . - JIVe . -- . -- ! . � ---xx ! iLl I li ---- ­- . � . .. 11 I .. : . -', I i--- � I . . . -. antee (materials and labor). , I -� . . 11- i [ , .. .71-1- I . . I . I i 1, . ; , M-� I—. ­ I . --- - I . .. I 1 1; . . . d by I I.. - I- . . . .. .. . : . -- i. I ! I - . . . 10 . Installation of all irrigation components shall be approve . . . - - I- I . . . - .. . =1 I i- 11 Water -1 il : . . e -ore pipes . � . -,--- - � . I :ii_ I ill - 0 Flow In . . . . . '.. : i- i . . 11 *1 . Landscape Architect, Owner or Owners' Agent b ' .. . . Flow Out -= . 4 ( - i I - . � . . . . . . . - -- 11 . � ,i It - I Meter -- .. .� . . , I I': . . . . ed. . : . . - . - ! . I - I . . . � . ; - -, I ... : 1 1=J . . . . . . . � - w. (to sprinklere I - OC ,-- - -..-. I I I - I led. Clods and debris � " F 7 11 T " ­ �71 �.., � ,. ... I � , - 4 ion ditches shall be backfitled and tomr ; -i I -1 ------ . - 0 - . -.--- i � 11. All irrigat I I l/e.... .. ­'. ,.;,. �.��� III 71 11 I . . ; !!-- ! 1= "'. ....;, ". , �,. 4 ,01, I I ,r,.,- - ".. 11' . . = . i \- . , I - " ­�, .-:.�-.� �­- , �.. �. --- ; . - I � . . -noved From the Site. � i I I-- - . PVC Main Line Pipe . L!, I -I I -.-- I I ;; - '.. '., ".." .= I I==!- I =1 ­ , . . - i- 1--i I - i . . : . . . -I =H F. . . �� or I I 1=1 i i=i] i=1 I 1 :, i I i=1 1- =I . . . ! i --- - I I ­- 1 1 . . � 1 I- I -ill -1 . -7 . ­ --I I !----1 ­ , I I ------ . . unearthed during trenching Shall be rer . . . . ;1! ; IEH . I � -,L1-1-F-,- � -- . . I -1 1 li� . ..---; ! 1 � . d,d by the ­ ­ i I I . I . J 1 ,- 1 I- I - I -7 I . f . ; � I I - .--.T - I - i I .­­! --- i � . Ill— 1 ; ; .1 --'--I � � - - , - 3 - Q2" V4oter Meters Shall be provi . : ; i- 1 12. ii I - i I -,-.-- -! i .- � -:__ .---I I �-.-I 1 ----i i - -L-E!�i,�--­,:l ''i �,,. . . --­ 1 1 --1 1 I i -Ill: I 1 - , ­­­­ i 1----i i i-- * -! i i- - I .- I=.-- - J -- - i I � --- i , i ---- ,� . . ; -111 . . I -. ---- I --I 1 -1 !, -1 = I 1, --- . I I I -��. I ----.-I I I -1 i i � i'-- ­�, . . . I ­­ I I . . . . I - � - i �---{:_.____:I, � - i i--- , , Ion. - . . ... . ,,'--,i ­ I I --:. --- =--,-! ­ -- I . . �-- I �. I . \-<-! I i---,- I I-= I ­-- I i I . . dicat . .. ,... . . .. - ­ -1 - 1 : I 1 --IL . irrigation systems in the areas in .. .. . . �j 1 -- 1 i . � : 1: . . : . . . . . . . 13. The Irrigation Contractor is responsible for complying with the City . . . . . . . . . . . I . . . . :. ... . . Double Check Valve Assembly I . . . * * . � � . of College Station codes and requirements. .. . . I - - . . � � . . . . . I . I (In5tall o5 per City Ordinance #23q.,I4.) I. . . . Remote Control Valve . . . 14. The Irrigation Contractor is responsible for installing the Double Check � . i , I . . . . . . . . . I . , . . . . . . . . . . - � . 03 bird PEB . . . . . . Valve. Assembly according to the City of Colege Station requirements. .. . . . � 5" Pea Gravel (for Drainage) . . . Rain . . ' . . . . . . . . . . . . . . . . . . . . . � . . . . Ref- None, Scale: None . . 15, The Irrigation Contractor is to lay out. individual irrigation zones. The. . . . . I � 'approve' . . . . . .. . . . . . . . Enclosure - As Per City of College* Station's Requirements . . . I � . . . . . . I . . . . . . . 4. . Landscape Ae-/-ki+,p/-+ ta +e) A;c-,-",--,-- nn, ­4 to e mnlementation. : . I . .. . I . . . . .... . - . . . .. . . . . . � . . . . � . r . . . . . . . ... . �. . . .I . � . . ouble Check . . . ,� . . . . . . . . . . . MPR plus nozzles I . . . . . . 1%'O,. Install bubblers on every tree and Cr pe Myrtle, in town areas. 1. % . . I . .. - . . . . I . . I . . � . . . .. I . .. . +. +. ... + . 02++ �ssembly + . . . . . . . . Toro Custom Command . . + i . (size per plan) . . � . I 1. I . 16. Design and layout of irrigation system is to accommodate the phasing . . . . . �. ,' . . . . Ref t None Scale: None . . . I . + . . . . I . � . . .. .. � . .. . . . Irrigation controller. . . . . . . . .. . of this project'. r . . I � . . . . . .. . . I'M . . . . s . I- . . . -in extension . . . . . I . . . . . G" Screw . I . + . . . � � .. . * * " Noter Meter - Not to exceed 70 GPM, . Anchor Securely to . 0 . � � . . . . . + . . . . � . . s . . . Maximum Design Flow, per Zone: 1 �2 i . . . : .. . . . . � . . . . . . . . ­ i . . .. I . . . Nall. . . I . � I . . . . . . . . . ' . . . . . � . � . . . . . .. . I . . 0 r shrubbery) + . . . I . I . I �. . . . . . . . ­� .. . . . . . . . . . . � ­,­'� � i--?-,- I. ... . . . I . . . . . : + . . + + :3 , -,,,, . . . . . � . . . � . . . - . . -,, � . . . . . - I . . . . I. . a I : , . . . . . . . 1� L , . . . . . . . � I - . . ,� - � I . I +. . I . . � . . . . � . , I ,,, . . . . . . *. �.. I .. � . - . + . I. . . . , T *7(-,,- - c ­, . I - -�� - '. . . - I . . . I . . �'--� , -T � �1�1 . . . . . . . . . ,- , ,-- 4 --r--- -r - �,­ - -1 . . . . . + ,Z� ,::- , 'Z -,, FLONERBED I . . . + � . . . . . 1 7 � :� <­ . . . `[ � . . . . . . . . � . . . . . . ' I " . ' ' . p . . . . :- I . . . . + t,� `,� -,--�,� � ' � �'�� . -� ­� ' WHERE REQUIRED I . . I . . . . . . _ �� , -, �, ':':�-,,- . . . .1 . I . . . I � z� , � I . , . . �� -� . . I � . -J\r- �� �� -0 . I . . I . . ... . . . 13, 14 . . -A�­Y . . . . . MPR plus nozzles .. . 3.0 nozzle . . � . . . I .. . . . 0 � . . -,� I . . I . . . . . .. I . t�� I -�q-z­-, - - .. � . . � . .. - . . I . I . . I— N . . . I . . . . -! . . I . M 3/4" conduit for - , ttitElHig-lig-�,il=J! -HIF . . . . (Size per plan) . . . I . .. . .. I I . . C . : .. . a- .. . lil -L- .. � � . .. . . u . � 1��Ml 1 1�� I L*�- -1 I = . . - I -, it I ==- 11'. E- I i F --I I I - 1 1 + . . I ,�Y , -1 W, . � , . . Conduit for 115v power 0 ' . a . . �i ".2 1� ='ll 0 ". `W�i .1 . 4 i3 .­­ .1�+�jF-J� I . I- -Lij�.W D:--!::�= !-7 Approved . . ­ ".11.� t- . . Remote control . I .L -,r I '� ". - ed backfill . . . . .- " ;1i.11 ., . - . . ­ F- LL7j ..1f,i0FI, . 0; -1 : . I I @.!::,11! . . . . "I .. .. - J� 1� * - ,---- g-.. -g-. ; -0 '' ` - 'I'-- Nipple . . 1P .. . � I � . .. .- :Ill-- . . - 'I = . . . -I - I � . . tousliffiwalkikim . %Bi,&---",� . ; . .,� &.-� ' -1,4i=�i­l"---l71--- , + "' '' 1;�;�- . , ' - 7g,�'� . . ; §F111111 -1 Ill ... 0 " 1-1. Ti-� . . At finished grade " .:: 1: � , -- - A 011114MIWIM M N . . Conductors per local - - - ' * . �,Tjl :, -F i 0 I , sensor wires . ,;�.= 1=1 : -�r I + I Valves and se i 1-il . W-64" 1 - P �� ---- . . . . . I. I i QL . . . . ) . I . . 1, And national codes . . +i 1. � . :1 ! � - Approved backfill ­ . . . 11 ­ - .;4 - . ;, ; : . � . . . . I . Secure to watt with Lateral t' -47 .. I A ; 0) .. I � t + -- ! . . tee . . . I . :i f : -4 sprinkler . + : Appropriate pipe clamps . .. . . : . . i : - Toro mini8 I � . . . � Lateral pipe . . . . . ;I i : - . Approved backfill � . . . k . . . . . . . I + I . . i . * . . . i I � . -Toro 570z sprinkler I . TURF !,!!HEAD i Plastic cut-off nipple I . . I . . / . � TURF T . i. I . � . . ­. . . . . . . . . . - . . . � . I . . . . . . . -----r.1 /T---------� - I . I . ­ V Pop-up Nipple . . 4" Pop-up . . : . . I . . . . . . . . - � . . . I . . . I I :i "-�, Lateral tee I. . - . . . . . . I . . . : I � . . . . . . . :; � . . . . . . . I . . . I . . . . . :1 . + . . . . Lateral e I . ;, . Lateral pipe. - . . :1 � !. .. . �. . . . . . . . . . I * . . . 0.. . . . I . . . . :, ..+ . . . . . . ­ . . . . .. . . . .. . � . . t s . i� .. , NOTE: . .. .+ . . . , . . Lateral pipe • . . . . � . . Add modules as needed Toro 570 Serie's . . . . . . I ' . . . � 05.*SPRINKLER- . . . to accommodate zones.. FIXED -SPRAY I . . . 1. - . ­ ...... .. . . . + . FIXED... . . * * . . . :, ' - + I + -f: None Scale: None . , * . :� . . . . . I Re . . . . I... . . ' ji . . I .. . ... . .. . � . I .. . ..., ...., . . . ) . . ... I . .1 . � � . . . I ... . , i � . . . . I I . . , - i. . . r - ) . � . .(Wall. . . Toro . M i n*.i 8 Series - . .. . / . . . Toro Custom Command Mount) . . . . woos Too 570 Series . � . . ... .. 1-1- �. .. I . " 4- I ". �, , ..� + . .+ + . . ". . I .. 1. I m Sprinkler . + I *1: . /. .. . . . . . . ..;iImio4­­"' .+ . 06 � +. , , . , I-— t 14"i.9 ... .-�-�, � , t. �% i '' - Spray Sprinkler . . Single Strea . . � .1. ­ * + . , . . . " 04 Metal. Cabinet . . ......,,..- . ,: , , � , " 1, Z .. C . t . .. . ­... . . .. , , , ­ .� - ' ' �. T i * I .+, . � . . I . , I I . . . . - . 1. I � I Ref: None Scale: None I . , I . �, I . 1� I , �, . - I 11 ,. . + I . , . .. . + . . . ­.. ­ ... ... I ­ II�.� + . �, � I Ref: None Scale: None . . � �. 1 i., �, - I I !I . + . . .N . - None + I ,, ! . , , : /­ ..', ., . .+ I 'I � 1 � i I �, •. . . I + . . . . . I j - . Ref: None Scale. . . 0000 ....... . i i I 1 � I . , - . ­ . /1- . . : .. . � I, .1, I . . . . . .. ­ ­­ . . . . . ,i I � . I . . I . I , � �?Z. . . I Y1.1. . , - . i. � , � ,­ , . I ­­ 1, +.%11 � I. .� -1 .). , I i � 1 i� i � . . . . . . I I , . I - + / ­­ . e I; , 1:::: �:: ,,.i� . , . . .1 - �- ­­ I . I , . . , , - t, . . . .. ..,.,: � . , . I / , . - . . I I '. � � -­--, '- I'T ,� .. . . . H . . . . ­ .. /, �. t ­', i X . . / . I '... � " , � + �1. �. ­ ,- ,, . ... % . I . . . . 1. 11. I . ... '.., .. ,'-17. .�- -11 - I - 'l, . I :- 6 . . . . . . . . . . . !..., I , ", 1. � .1. . ­ -�� �,' - . . I . . . . . I . � I . I - , -�­,� / 11 . 11".­',� . - ... I" 1, . ,;7"!�­. . . - . . . .... 1. . . � + I ,%�,�,,-�,,;��,.+­ ......'.: . . . . � . /., , \ . .., , --- \ j . � �-­ le� � . ., . . . . � .. .. . : - .. I / . \ , ".- I ,:' I . ­ . - . . . . . ' -111. I,! . . . .. . . /J I -A + t QO . . . .. . . .. . . ... � . ., . .. . . � . .. + ---,- i . \ , , 1:lr-� .. � . " ��.V4*v - ­ - . . . I - --- -, 1 "3 1 . �;-�- " -- � . . . I . . . . - - -- - - _-_ � k . . . . : . . + I � .., .1. I I- . - I 11 �- M� - - '... - k. . . . . I .. . � � 14� . , � . - - - , - . ,� - I . . . � - . . - . . + 11 "I - ,1 , .. . I - - ... .. .. t I - . . \ I \ �- k. - - I - �-77­7 1, I I ... I ,­.. -- ", I . � / ' i .. , . . - .'�,. .. . . . 11 I \ \ �. 7// . .. \ � -- . ­. . Area 2 ,,r- . . . I -/ " --------- - ! . .i . . \ I . . " N . _-,7---T I � .... .. V ------...--+- --- .---. . ,-1 . I � I . . % .0 I . , \ / . W .. .� , - ­:_ . + . . I I \ - . ,;11 11 ,,V I .-- - i MPR plus nozzles. . .. .. . .. � ­.. �­ ..... . I I/ ;*.*.*.*.*..`.`.+�,-- . ­.�­, , I . --1, I .. .. . . : . ­ I . 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I ---- �-, , - ,111 i I � I I I . . I a I I � � � I I I . I . I ­_ � I i I --'- ______ UNI VERS1 TY DRI VE^-, 14 0 " R. 0. W. - � � � � I I . I � I - . . . f I � I I I 1:31TI �', . I - ________� . " � I � � I � I I _�::� -------- ______ fill � I I I .�, . - � I . I I I I., � . . . I . I . . I I . I - � . I _____,�_-O � I 1 .*- ______� !!!! _==��::��� fill � I I I I I I I - 11 . ­ � I i I I . � � C�> - � __-- ,di- � ". � ­_!, I I - I i � 1i � . I . - !. '4� 1 I---- till I : � mlil; Mll r 11% I � -1 I I I . I , _� ----a-- I : � � . I I � ; I I I I I till � I I m 1111MI: : . I � I� . . � � I . � , , , � I � I .� I I .1 I � I � . . I - I .1 . . � ___ . � � I ,f . I I . :� MT, I . I I : I I I I I .. 0, : I - w� � - � I � I . . I __­_ ILI- , " I I I qm= ill r ; I � I- I � I I ME% - I I � I J I _______� T !!!! d . " I . � . � I I �� I 1� __� 1 I= i . I ..1; 622.5' . I . . 1 ---292.'O' 1 1 11 1 289.5 ; � I � � . . I . I I I . � � ______� \ , --------: Ill, - - _�_ I- - a - - .0-- - - - - - -- - - � - -a � I I m ----\ . � I � � . I � I I � , ­ - I I . 1 :Z:5� 1 ___w_ . lef . MA= ; in . . 11 . . __ I N I ---= . � . m I I ; __�� L q EM , EM i 0 1___mmw__' . -T- __ I � I I a 1 "7. 11- - ! � . m go& � .======_ - pfl� - - - - - - - - - - - - -a- � mm ; sm i sm � Em � am No MK - : I � -L . ------------ - -- =1 -- INA= �11 I I -------,,T TT rm i I - ! .F '19 � " _', I �, � ... I I =:;­;;- 1111 � — , --m- I - .;: I — I � I - �� ), � 1, .---7r � fr[f . , � - f- Mai - 1-11.__...- it G _11w__ G- E ___.��=_E_,;,_ E 92 . I I �1 E E I ­ - ,--V-_�-,-� � i 190 TTT _��, .1 - r T sip _� ��_u 4 m � G -"-..--- .9=11� � � _­ = - � � - . � - - I - - � I I . I � . �J�m � i% I I . 11 1 w , 1030 * - — — — - I k W I : wo 4!_: � ..Q I -_ . G_ u . - - I I I , I . . ____� I :: - - - T� . I 11w �3 11 - I . `­_ 11_2 I : , t - I z - � G I— G- i I � � : k WIMP -r_-__--_---_-- -=[-� - I 11�_ . � H � - _5j I IS I � . I � ====;5_UE- =Pdff_­ .19 I . _UE -1 --- - .-! - �. . I I uj =17 I ; I I I I _,�;;, 11 � I I i ; : Iwo — a!L ,_ - � ______� . ,.r_ i I I - ...--- --- - = --- -- � ----------- M -Z - i - - , P,IT I ^ I � I ! . if ..... ===== . ,:, - __________�1 I -- - - - - - - - I - -4 - - - - - - - - - - - =,- _\ - - - - - - - - - - - L.4 - - - - - A I - - - - - - - - - - - - � - - - - �- - _. I � . : ___ '11 I I I � � - - - -- \ I . � : - ,_,,� - � uF__ . - - 1 I , I - - - 41_� I I I I I I . -r- , — — � � , . \ � � I . - � . I ­� . - I 1; I :1 - A I . � . I I : , .... 1. IVERSITY CO RIDO i . ill 0 ! I I - zr __ - - wmwmmm� � : yj ISTRI( d I I 14 , I - 1"", I '' " 1, 1 . � , I L . i 11 !,ol 1 i I \ I � - VI- r,-, � t.� Hll , "I I 11—m I I I JN , ib. i ; � � !;Pp = ZZ Z=z I — .� . 11 ,�d I I I 11 I I If ____ L/1, - . -i I 11 . — — , - — — I : .� G- I ­� - __-jj�y iwswflll I', . LI Z� � 0 I,/ , �UBLLC 4 ,,, I �___ .d , ; I a I I ! -PUE— ______ NIVERSrTY I PARKING S t'LK 11 : "'i I : I '. I v � : I , IUE� _g*___---- , . 40' BUILDING LINE PER U I . TBACK �-_ 7; i B I ' F � .. I . UE - - / CORRIDOR OVERLAY DISTRICT . . , i. : DING C I I I i � G \ --------------- i I _____� ,,g/ n- c ! I _j ; I �, : 4! I ) I I � I ___ I \ I - � I , I v ...... _1 I - I TOTAL B G: 110,000 S.F.1, / �ft! I I I I \ I I i ; I 4 � * : : � � I - - _- \ "� t, I T :� .11 , � : , I _____ --- \ - . � i . �&;01N,__-,_�0NN .. - . I . py/ 11 . i I ,----- - - % I I — — : PATIO AREA I 4. � I � 4 , I 6 [�', . = � I LOT I I ?: ; t-� . I - . : . � � ./ . I Tr � -9-5 0 S F 4 1=70) . , *� * 43 � � BLOCK ONE I \ � ; ., \ �Fil I -IL I k - .0-1 11 11 11 I . ') f I I I 0 0 V ____� 7 . . I � I � i =i il I I � � I I . I I Z go i -e- ii. — I \ 4 I .... .. ­ . I I I I � \ ­gg_-,,',,,' I ___r I . ,,,, \,**_1 I I / �,,; / , ZONING: C-1 ..� \ ,� __L_ =) \ I .. .1 I \\ I __�!, I I - I m 11-71 � �,%,\ I , 'i", � ____ � /,' I "Ill 0 .­ i - - (L I I ,-,,-.,����. r"I"' r��-�,,,, .... � ail � 1-1 , I . I i - � , I DTH � . - I 1 7'1"*,*,�,��;Ifll,�,__�� 1"�;* .� / 11 I i — I'�*",�,�:,.�",".-",��,,�-".,��--l�l"-�"I'�'l-Il'--"*.,-I � , ­�' 21 1, m i, . I 1 _ .11", . I I I I I - �r - ­_�-­­­­,,­,­��-, 0 ��,,�.-,..-"-,��,,�-,�,.",-,�_,,�."",�?"�,,,�� ,.�,,,,*.--,'1;` _e�'�__!111" I I ),� � _____ I I i ,,,,�',,',�'-',�,�,,',�,.'.�.��,.-�;�,,��,��,_.,�,�,,,,.�",��,����,,�-��.-�,,""�,,�"-,.",.",..,�,��"",�,�� _i) I , " i .... �, -, , - . I : I . 11 , ," -- � . I �, 1. ­ 11�,V',� .... � , ",`7�,' 1 � , - 60j,,"��!,�,".-Tq �, ` � �__ " .� '' ­ " - - _ ,� \ . � . . I ---4-1A R, , - � iz. �,� \ � I � - ­ , '�"-�, __ ^`r -, I . I 6 � - —_ �Nl ­ , ,K_ 11 -71-" �"`i'z., - ; . , ­ - —( I __ X—_ .,%Vw `�,`_"---, �,_ ( /� A ,,, I - i , � . 9 - 11 � ,�, *,, 1'_"`�� .�_'iGl t., I - � �, i � � EASEMEW-F � I I i � ;�',�,,,"'�,,��"',�"'-,"'��,-7 "., 2 - JOINT ACC � � p .. = , i . I le -4] . — � -"-*��,�.4'.1,11l'-�'�.�'ll"".---�,��'l', VARIABLE WI \\ I-" '.; 0 N., r,"����-:,,-��,�--�,-�,,-��"%.?,.�,-",-�,.�,��,�,,,,-�,��-,,,-,��,-,-.-r.-,i�,,,�� t, � I \ � '.."',_ ... _ � . . �.4 1 i I i I � \\ �!, . =4 STOP il H � I I mmi . - - . I . - � t 4 1 �', - r , ,4: �, I rri �. I I , \ , 1w q� I : . I 9* i i� � .1. an. 1�.;)Ij IK -1 �, I ,� \ I , I — 5AI-; � , — , �. - I o — __ I I \ 1 .. ­ :� .� , � . � ,� . �4 1 1 *$ � - I — * \ ,_ � I ==I _. � \ . 6 0 1 ---4:.- 0 AREA !�j I 11 I . � . . ... � 7 �.�,,'�;�,,,"�,'�,�,,,.',,,,'--,'�,-,,"'�,,--���;,,.-, - - I ; r I � i � ., I - I 11 ! I � �, . \ � , - " 0 1 1 �, ___I_t� I \ � I _ BurLDING E ',�,�,-�,,��-",!,*-,�,,-,�,,,-,",""",��,�,,,�'��",.��,�,,,i Z- "�, I �_ I �� I I � \ . , I 10 _Fb�_ . I I \ [__� ! .-1111.0 9i "' s-\p:1jp, � , �, i, . I -- ---- � i I I � _ _.� � i " ., . � I ,� i'lli'l�-,,�'-"��,,�-�,���'ll', k,*,_1;_-�"`_,_i 11,45 S.F. i�_, .� IF- �r , — ---I . , k -_,��,, � — �. ; � I I I � � i . BLDG: �I'll'�,��"I'l���-i"".,�I'll����,��,-,,-,,..�,Z",..-,",.",�.�'�,."��;', ___u_ I � I'll . - � i � 11 �,??N � u� 1�� , �. � \ � � I . ,­ , ; . � 11'� , , ­ � \ \ 0 :�'�;"": ��'�_ E� :"­.� c I - . -I U� 777_,;-"7 �! i I 11 - � \ \ -1 ­ ,4WRA �, I -�,,�,.��,;�,.""��,.',.'��,TL�,iI I b , I - �0 , � : 11 I: - 1.1-1- - . < I I I I I I . -, " " - i ,-,- sl�r-?G- , % \ ,� - OTAL PATIO: 927 31 A\,a .D -, I . I � l It ,\N5- \ 4 1 .. 0 "'�,-,���,�,,,,,�.,�-,.-�.;,,,:�� ���,,'-��l'i�4��'�l;�l""-","--,�",; 4,11" I I &_ i . 1. . .- I I � 'it It! � t I R I . �4 cn .. I � ... . \ A I � 1 41 SF "I" --- _­ � . .�L - 11.1 i 1; - - � � \ \ � r. - � - si 0�� 9*51, � � i I I , \ ,�'el'.11�.,���ll"�-�l'.�,���""II.",- i-�, "'I"l-_� 11,�, -_ , � *N7 1 1 ; m F _` -_ I ,---*, , � 11 � I \ _111 �..-��'>'�,,"�.,-,�',,'..,�2���,,��,,�'�,-""":.�',',,-�.,--','�l,,,-"�-""",'*,�', vo . � 6-C \00 . rrt�l I I _17 — I : ­-­ . � � I � . \ I , � I , __ , - .- w, -,'-g-,, no AREA I��* ... ,4- %.j , sp, ,� \ 111 ,_ jj I I . I � I I. � I - I __ . -­ -.��,-,,.��_z-,.-"�� . .., I \ � I :� __ ,,, ,��, . �� "". , �_ _ 0 � I , 11 ;j � ,.�-,�,-'�),'�,-- �. , "-- , - �0\, , \t ,.­,, �,��, .,,,*,, �, 4ii�� pl�j I � lu � __, � ,_-'�,,., 1 1 \ ; v,�--�,,,,� I - I . ._c�,--Fi�, - � .-_11 , I � . , - , SF �, ,ft. 1 -r - 1 : - __T_ I � I I \ . u .. - - �­,, � A I " - -,- -­ 11 I , _1L � I ;1� I � I-, 1_�,____ __�� 1-11 -­­��-,,`, - � f � " ;, I ,,, -, -,�� E7 � \ . I - � , __ . � i - , 1 4 E ,�.11�,_"il, 1,"".", �, _�.If�', I I � I !, T ..- .el C/� : .....l I I 1\ I , PATIO AREA, 0 - === I i __ - " _­­ 11 A , � 0 A1Wetqj)j,VG ' ! 1.7 ­_ _t I \ %, =-- _ � I , I I t � . � I i i I I � I I � I I \ I ­­­Ih-',,� 1 - . BUILDING D 192.SF � ! � I i I 11 , I., ,� \ . � . I \. 0. 4 - I I , -­: , TOTAL BLDG: 6,662 S.F (lrJAllU Amt ,,,,�,�,;.,,,,,� . �1. I - , M I , \ �mm 44 D . , �� A 1 4 - , L__.� i I =�i . _� k'�. 0 ,s SM-) , - � - 485 SF I . 0 I I - 1��­­ ­ . ql \ " i Ot4e L, PLAT \ , , - ­_ - _�', I I "I �,.�",���','..�n,,���,,-���.�,7�;��.-,',�',�,�,,�� i- Al " \ � ", � , ; el.,_,_ 1 TOTAL PATIO: 847 S ' J�1��..-­�, '/i , � � �01 �4 - � - � ;,.,�',,',.�,.',-',�,�,��,'�����-',,',�,',-�,,�,�,:�,,,-,�,', MO AREA , , , - I p S:=— . - I k__� I - . �L , � L � �� 9:4 `� -t_-`� ��, ," � \ C '. . , " 0 1 NCO m PL \ \ (p 0 �) �­l I t,-, , W, .. ,��_ , ,,, " ", , 1.1- i:,W,4"­� .11 I �\ ,% � � �,,','� ,�!, I - , PUBLIC \ , � L ACe I . __ �,`,,,,FF 0- I ­ - -,. *3 I I— 4- 4 - �a . �� \ , , - "11_� ,';? I s VARIABLE WIDTH PUBLIC )7* 3 - � 1�1­ �����:��,�.:,���;,�,�.���,,,i,��,,�,�-,��, I . , .7 F3LOCX 1 , — ,��-^,�,Z""�,.,,��,���:���--�,,-'��,.��"",�,����,*,-��-, 1. ? .I \ ", - - -��,, �__",,�,,� ,;.*,,, 77 - _.. , " -, �, `�t - � � _,_t,,.,�: - ��_,_, n- ( .�, ­­ .. MZ)r.MtN I , ... � -,.,,. � � "I ,�,_ ,�� � i ,z I \ , .,. ," , , . I __ , -,,.,. ,,,��,,, _ ; 11 UTILITY �', CITY VOL. 519 , \ F--1 - I ,,_,� I., -, _ �, __-'r �; � I,,,$-- , - __ , � STI i lrl-_ I , . - _ , - ;1523� ** - .1 :�il'�` V��_16t',`�` '. I I 1. - - - - � ��.LI_­ ", 44 ''. - . ""�-, G�,`,,`, SY, , " !,:"/, SF � `�l Ill 1 I. - -1 11 11.-� ­ I .,< . .,� �, f,f - , ­ITARY SEWER EASEMENT \ ,i. I � I ,, V - - �.i �; -e!� : � . It 0 :[ � - " " ,_ - - ��_;;­ ,��- I � 7 , \ VOL 3935, PG. 71 ! / . ...4 . I I _- ­��,� - -, -�`- .. `� r ,--ft,� -.�_ � I - -_ �' � �' , " ..... .1 � >m� (n up) . . -�. _ �.�� .,,��,,,,�- ,��,.�*.-,`,':� -,-�""1--,.--.';,' -", ,,".-�.�',,�',,.-z','��?",.,-/ I to I I CITY OF COLLEGE STATION � / I .:� �111. I . I " i I � i . : . �_ � ­ TwW;,'A?i!1 �7.-,)7 - . I 11 11 15' WATERLINE EASEMENT ��--­- - . , z0f Z)r _�, `ill ---- — " � ;� iP�vg'IiW,,,,�­,,,,� 7 I � I f � IINV " �.�.��,,�"_,�,,�;��. __ _..�� _���M,�*�y I 11�",: G- 160 -' � UMN� �"'__"�'� 5 p ,,�, - � ,__,,,,,��. I v � I I, �11? I � I c � , I ; � _� � - � , I -11 I I . 1, "'. - I .11 I / / -_ I I% �1;,., .; , ," ., I ."._�A ,"i �11�11,'#I"Illlmv,l,� ­ , ", I - ­ , " I L�� f_� \"%--' VOL ,3935, PG. 83 1 / 196 , I I PATIO AREA\% .; :� - I 1_1_717_?i,1�777 �­­­­ ��,�'i,,� 11: -.1 I x \ I I/ . t ,.� ....... �,,, - ,f. _ i, hs � LOT 3A / �4 L' __ . " h . . � , , - � ��, � - , .1 ,� "I I _�, - I - - � q1 -.,/! 0" gf, . \ / I I 11 � I � 11 1 7 — I 11-1-11 , ­;­., ­­ I " ,/, XT --11 . : /I /,� E__� t-.� ! (_� /0 .1 I __,_�4, ­ . e I \ BLOCK ONE / / . , " I -1 I - TIIJ'� 1- +1 .! I � I -, . EXISTING 8* , . 893 SF == — "* �1 5 �� 11 / - I I i ----t PUBLIC U 1 RY: EASEMENT — — - __1_ - 1��, SANITARY SEWER , �_­I ;pl I " � �� , , ­ \\ - I 1 � _,��_ ,-,_,- v- . 1 4 1 , �, PATIO AftA 1; . I - �. I . I 15' PUBLIC r ,, � �, ,,�� , - '1' H I :1 .\5?',�e'ji -4-1- LINE I � / / " i 11 I i 15- PUBLIC U-171LITY- UTILITY EASEMENT , / " I.-4 1 1_� I h r \\ p . 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INSTALL A DOUBLE CLEAN OUT AT A VOL. 2017, PG. 239 &LOT 2 ONE LINCOLN PLACE, Q _ w C> � PROPOSED IN. = 303.83 - - 152 N/ VOL. 690, PG. 175 - 13.31 ACRE TRACT -VOL. 6347 PG. 185 � x D I- r` h 3 PROPOSED 12 WATERLINE (C 909) (SEE PLAN/PROFILE , � _ BUILDING. 83b FURNISH AND INSTALL 2 4 CONDUIT 100 LONG AT • Z.� w cn rn O 44 PROPOSED 8 ITARY SEW R LINE AT 50% WITH STANDARD 0 & SHEET FOR COMPLETE DETAILS). 0 " 4 BURY TO BUILDING. _ Lli Z I- z " ' ' " 57 STALL 40 OF 6 SANITARY. SEWER LINE FROM BUILDING ._ _ 7.26 ACRE TRACT SAHARA REALITY.GROUP, LTD. VOL. 6078, PG. 247. - I - CITY OF COLLEGE ST fO�N MANHOLE AT END OF LINE (SEE 9 IN ,, _ _ - O o Q -� x BANK OF 6 - 2" WATER SERVICES WITH 1 WATER METERS SET O , 4COMPLETE DETAILS . EL. 309.5' -EXTEND 35 ®2.0% TO EL. 308.80 (USE DEEP 83c FURNISH AND INSTALL 2 - 4" GO��DUIT 165 LONG AT J >- OAT 4 SEPARATION TO SERVE .SOUTH RETAIL LEASE SPACE.. PLAN/PROFILE SHEET FOR ) , 153 EXISTING 48 RCP. - U :: � CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV, _) TO 8" 4' BURY TO BUILDING. _ Z. APPLICANT INFORMATION: �_w_ > m VIDE 60 OF 4 CONDUIT FOR EACH WATER SERVICE ® 30 PRO SAHARA REALTY GROUP, LTD. - _ ' OUT AT 154 GRATE INLET INSTALL 8 OF 6 SANITARY SEWER CREASE. LINE AT 2%, ENDING LINE EL. 305.11. INSTALL A DOUBLE CLEAN 0 FURNISH AND INSTALL 8 X 8 TRANSFORMER PAD. PH. 3 O MIN. BURY. 450 _Z,� z, _ 84 ( ) C/0 DAVID SCARMARDO U IN - CLEANOUT ® FL=444. - 309.31. USE, DEEP CUT BUILDING. 155 TRENCH GRATE: EL=308.5. FL OUT=306.2. P.O. BOX 4508 . OPROPOSE , 3 WATERLINE C 909) (SEE PLAN/PROFILE O 5 ( CONNECTION TO 8" LINE - FL=303.51 , 85 EXISTING 3 X 5 PULL BOX. 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE FLUME. BRYAN; TEXAS 77805 SHEET F R MPLETE DETAILS). 57h INSTALL 40 OF 6' SANITARY SEWER LINE FROM BUILDING O O » . O (979) 779-7209 EL. 309:5 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 86a FURNISH AND INSTALL 2 4 CONDUIT 21 LONG AT 156 3 CONCRETE FLUME •• 45b INSTALL 49- 35 OF 6 SANITARY SEWER LINE AT 2.0% FROM 0 ' O 6 BANK OF 5 - 2 WATER SERVICES WITH 1 METERS SET CD 9 O " CUT CONNECTION TO CONNECT TO 8 LINE ® ELEV. _) TO 8 4 BURY TO BUILDING. O �• BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 , 157 48" RCP CULVERT. 3. OWNER INFORMATION: SEPARATION. PROVIDE N20 L.F. OF 4 PVC CONDUIT ®MIN. 30 UNE - EL. 304.93. INSTALL A DOUBLE CLEAN OUT AT ,,- - 86b FURNISH AND INSTALL 3 4 CONDUIT - 156 LONG AT 158 30" ADS N-12. BURY. LINE EL. 303.34. FLOWLINE AT DOUBLE CLEAN OUT = BUILDING. 0 3i6 J6 309.90, 4' BURY TO BUILDING SAME AS APPLICANT I' 159 48" ADS N-12: 4. TOTAL SITE AREA IS 20.02 ACRES. 45c GREASE TRAP TO BE INSTALLED BY TENANT 58 N/A 87 N A 0 / - 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .. .. 5. CURRENT ZONING C-1 & R-1 �• I_ 45d GREASE TRAP TO BE INSTALLED BY TENANT _ . 88 N/A SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER w 0 �' " 89 N A I AT PROPOSED DOWNSPOUT LOCATION INSTALL FDC DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE INSTALL 99 OF 6 SANITARY SEWER LINE AT 2-0% FROM O / 6. CURRENT USE - VACANT 7 ( 45e 590 0 O _ ` 8" 90 v" 6 FIRE LINE TO SERVE SPRINKLER SYSTEM BUILDING .USE .DEEP CUT CONNECTION TO CONNECT TO N A ` -" 7: PROPOSED USE &IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING :UTI IT i RESET EXISTING MANHOLE TO MATCH.FINISHED FINISHED PAVEMENT GRADE. INE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM 160 128 OF 10 ADS N-12 STORM DRAIN ®0.8%..UTILITIES, AND 45f L , VERIZON TO FOLLOW UNDERGROUND LANDSCAPING. 8° „ 9 BUILDING. FLOWLINE AT BUILDING = 312.0 ELECTRIC ROUTE - CONTACT VERIZON ' O PROPOSED 6 FIE LINE (C 90) „ 45 EASE LINE AT 2% ENDING •• SITE • 9 INSTALL 8 OF 6 SANITARY SEWER CR FOR CONDUIT AND BURY .REQUIREMENTS. 8. A PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING 0 THE FLOOD INSURANCE RATE MAP FOR BRAZOS- OSTANDARD CITY OF COLLEGE STATION FIRE HYDRANT ` (SET 2.5 O 59b INSTALL 62 LF OF 6. PVC SANITARY SEWER SERVICE LINE AT 8b IN CLEANOUT ® FL- 1- 309.31. CONNECT TO MANHOLE AT O = _ 161 EXISTING :5 SIDEWALK 3 FROM B.C.COUNTY,` TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041CO142 C EFFECTIVE FROM B.C:) _ .2.0% SLOPE, FL AT BUILDING 312.00. END IN DOUBLE 91 N/A O Y gg FL -304.62. ' STALLED O DATE: JUL 2, 1 2, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AR WILL. ACCOMMODATE EXISTING FLOODPLAIN STORAGE CLEANOUT 5 FROM BULIDING. GREASE TRAP 0 BE INSTALLED 92 N A 162 REMOVE •6 OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. O9 INSTALL 4 IRRIGATION SLEEVE TO EXTEND 2 BEYOND BACK BY TENANT 0 / I �, 93 x-1-3- 205 OF CURB. 46 . EXISTING $ SANITARY SEWER LINE (SDR 26) AT 1.0% „ 0 N/A 163 N A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLI ES, SANITARY SEWER LINES, ELECTRIC LINES 0 60 PROPOSED 8 SANITARY SEWER LINE T 0.5% WI STANDARD / , APPROXIMATELY 8 COVER. STATION MANHOLE A ND OF INE SEE 94 N/A TV/CABLE, COMMUNICATIONS LINES, ETC SHALL BE UNDERGROUND INSTALLATION(�. CITY OF COLLEGE ( O , 10 EXISTING 12" WATERLINE (C -900) AT 5' BURY. „ - 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40 O 47a INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM PLAN PROFILE SHEET FOR COMPLETE DETAILS 95 N A 011 ,• O _ „ PLAN/PROFILE / WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION S EEVE LOCATIONS ARE PROPOSED ON THIS PLAN. 11 EXISTING 8 WATERLINE (C 900) AT 5.5 BURY (SEE BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 COMPLETE JOINT. O DETAILS). ' 610 INSTALL 139 OF 6 SANITARY SEWER LINE AT 2.0% FROM 96 N/A PLAN/PROFILE SHEEP FOR COMPLETE DET ) LINE - EL. 293.57 , WITH A DOUBLE CLEAN OUT AT BUILDING O BUILDING -CONNECT TO MANHOLE AS SHOWN FL = 303:64: 165 'SAW -CUT AND REMOVE 90' OF CURB AND GUTTER - T 11. EASEMENTS SHOWN ARE. TO BE DEDICATED VIA A REPEAT UNLESS. OTHERWISE NOTED. EXISTING FIRE HYDRANT 17' FROM B.C. ADJUST. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0. 98 N/A - O IE 12 ( INSTALL DOUBLE CLEANOUT AT 5 FROM BUILDING. FLOWLINE AT O NEW "CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA:. AS NECESSARY TO MATCH, FINISH GRADE). AT 2.0% FROM. 99 N A , - INSTALL 46 OF 6 SANITARY SEWER LINE BUILDING = 306.5: TIE .TO GREASE LINE AS SHOWN. O / „ 47b RESTAURANT (W/0 DRIVE THRU) 40,716 S.F. - O13 INSTALL 20 OF 2 PVC IRRIGATION LINE WITH A 1-1/2 0 - DEEP CUT CONNECTION TO CONNECT TO 8 166 RELOCATE STREET LIGHT 40 EAST. , BUILDING USE A 100 N/A D RESTAURANT (W/ DRIVE THRU) 1,400 S.F. IRRIGATION METER SET FLUSH WITH FINISH GRADE. INSTALL 119 OF 6 SANITARY SEWER GREASE AT 2.0% SLOPE, IRRIG . LINE - EL. 293.85 , WITH A DOUBLE CLEAN OUT AT BUILDING 61 b RETAIL 60,262 S.F. FLOWLINE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 101 N/A 187 INSTALL 40' OF 5 WIDE SIDEWALK WITH SIDEWALK HANDICAP 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 0 „_ W O 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY RAMP AT PARKING LOT - DOWELL 6 INTO EXISTING _ WALK . IRRIGATION METER SET FLUSH WITH FINISH GRADE. „ 102 N/A AT 1 TOTAL: 102,378 S.F. INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TENANT. . 2 O.C• O15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE - 47c �,, 103 N/A BUILDING - USE A DEEP CUT CONNECI.ON TO CONNECT TO 8 n O , „ 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED GRADE. - 620 INSTALL 2 6 SANITARY SEWER LINE, 62 LONG - FLOWLINE 104 - 168 INSTALL 80 OF 24 RCP TO INCLUDE 6.1 SAFETY END LINE EL. 294.05 , WITH A DOUBLE CLEAN OUT AT BUILDING _ AT 0 N/A O TREATMENTS AT 1 L/1 160 6" TAPPING SLEEVE AND VALVE AND 20 OF 6 MAIN LINE. _ _ AT BUILDING 306.5. INSTALL DOUBLE CLEAN OUT •5%• 14. ALL DISTURBED EARTH MUST BE 100% COVERED WTH ESTABLISHED GRASS OR GROUND COVER PRIOR` TO CERTIFICATE OF O TO MATCH FINISH GRADE FLOWLINE AT BUILDING 306.0': .• , BUILDING - FLOWLINE AT 8 LINE - 302.3 105 N/A OCCUPANCY. 16b INSTALL 1 WATER METER. " , ATMOS GAS 169 INSTALL 60 SOF 5 SIDEWALK, DOWELL 6 INTO EXISTING I 47d INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TALL 2 - 6 SANITARY SEWER LINE 47 . LONG AT 2.0% O a ,; 62b INS 30" MIN. BURY ON ALL LINES WALK AT 12 O.C. U 16c INSTALL 1 WATER METER. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 CONNECTION TO ' - TIE NEW 5 WALK TO EXISTING WALK - DOWELL 6" INTO 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. W O � FROM BUILDING EL 306.5. US A DEEP CUT CONNE 170I 4 , C/� ,. LINE - EL. 294.24 , WITH A DOUBLC CLEAN OUT AT BUILDING . 106 EXISTING 4 POLY LINE. i6d 6 FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLYINTIE TO 8 LINE AT EL 301.9. INSTALL DOUBLE CLEAN OUT AT . EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION) OF ALL FRANCHISE & PRIVATE UTILITIES WITH H _ (T1 BUILDING. INSTALL FDC BUILDING. TO MATCH FINISH GRADE - FLOWLINET BUILDING 306.0': BUILDING: �, 107 N/A 170b 5' SIDEWALK. EARTHWORK &PAVEMENT CONSTRUCTION: GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING &INSTALLING ANY NECESSARY ^ - RANT " LINE AT 2.0% FROM _ O UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR 17 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYD 47e INSTALL 46 OF 6 SANITARY SEWER _ „ 63 PROPOSED 8 SANITARY SEWER LINEAL.5% ITA STANDARD ��/ O . 2.5 FROM B.C. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 O CITY OF COLLEGE STATION MANHOLE, NG LINE (SEE 108 TERMINATE 4" POLY LINE 170c 4.5' SIDEWALK. DETERMINATION OF UTILITY INSTALLATION (ORDER. h""I I H -•I 18 EXISTING 12" WATERLINE LINE - EL. 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING PLAN PROFILE SHEET FOR COMPLETE D " 171 SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE 0 0 O E"I 11 O TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0 . ) 109 EXISTING 3" POLY GAS LINE STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, PROPOSED 8" WATERLINE C 909 SEE PLAN/PROFILE 6qa INSTALL 106' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 110 EXISTING 3 POLY GAS LINE. 6 REINFORC CONDUIT WITH PULL STRING WIRING PULL S 19 ( ) ( , ,. �� 0 O 172 ED CONCRETE PAVEMENT. AND O S 47f INSTALL 46 OF 6 SANITARY SEWER U�IE AT 2.0% FROM SLOPE FLOWLINE AT BUILDING = 306.50. CONNECT TO OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TONRECORD EL LOCATIONS OF A LPCONDUIT NROUTES. CESSARY FOR PROPER H SHEET FOR COMPLETE DETAIL). 11.1.. INSTALL 10 OF 2 POLY GAS LINE AND SET A BANK OF 5 N A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, �i (� Z/i i 20 / LINE - EL. 294.65' WITH A DOUBLE CLEAN OUT AT BUILDING BUILDING. GREASE POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY C5:1 END IN DOUBLE CLEANOUT 5' FROM BUILD 112 INSTALL 20' OF 2" POLY LINE• liET' METER AT . BUILDING. OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDI i G ARCHITECTURE. w 21 N/A TO MATCH FINISH GRADE - FLOWLINE E,T .BUILDiNG - 306.0. TRAP TO BE INSTALLED BY OWNER. , - , c 174 STANDARD 6" X 6" WHEEL STOP: 22 N/A 47g INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.0% 113 INSTALL 115 OF 2 POLY LINE,. JIT AT BANK OF 5 O , �� " O METERS AT 3' SEPARATION AT .BUILDING. 175 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. PARKING A NALYS j s � r I i 23 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE 1 LINE - EL. 294.85', WITH A DOUBLE CLEAN OUT AT BUILDING CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 114 INSTALL 130' OF 2" POLY. LINE, S.ET 2 METERS AT REAR SPACES REQUIRED 24 CONNECT TO EXISTING 8 WATERLINE (C 900) (SEE TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. OF BUILDING. PARKING SPACES REQUIRED r"'� I.-� Q PLAN PROFILE SHEET FOP. COMPLETE DETAILS). INCLUDING 5546 SF COMPONENT 1; RESTAURANT PATIOS O F 6 SANITARY h1siE AT 2.0% FROM " 115 EXISTING 2" POLY LINE W U " 47h INSTALL 50 0 65° INSTALL 103 OF 6 SANITARY SEWER UNE AT 2.0% FROM O GROSS SQUARE ,-DOTAGE (SF): 104,860 110,812 O25o INSTALL 132 - OF 6 WATERLINE. _ nv, - " O C_ " GSF 250 = BUILDING USE A DEEP CUT CONNE�,TON TO CONNECT: 10 8 BUILDING EL 303.5 , USE A DEEP .CUT CONNECTION TO TIE TO INSTALL 45 OF 2 POLY LINE,`'.SET METER AT -REAR OF / (SPACES) - 420 .444 STALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT T AT BUILDING " ' 116 25b INfil �;, LINE EL. 295.67 , WITH A DOUBLE CLEAN OUT EXISTING 8 LINE AT EL. 296.9. CLEAN OUT REQUIRED AT 70 o BUILDING: F� O . _ - - COMPONENT 2: 2.5 FROM B.C. TO MATCH FINISH GRADE FLOWLINE T BUILDING 306.0. INTERVALS. TOPS TO MATCH FINISH GRADE. , ,. INSTALL 50OF 2" POLY LINK.-_ sMETER AT REAR OF 25% GSF (SF)=-, 6,215 27,703 „ . " ., 117 _ 25c INSTALL 1 WATER METER. , . a c O INSTALL 84 OF 6 SANITARY SE�rWE.-::;;.c .�� �.0% FROM 65b INSTALL 66 OF 6 SANITARI .EWER GREASE LINE AT c.0% BUILDING. - TOTAL RESTAUFriJT SF = 0 724 56,676 471 O ( )- " _ TO CONNECT TO - L TO BUILDING USE A DEEP CUT CONNE -. ON C E . FROM BUILDING EL 303.5. TIE TO 6 SERVICE LINE. INSTALL _•.•-. ' TOTAL REST. 25% GSF SF = 4 509 28 973 25d 6 FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) INSTALL 47 OF 2 POLY LINE a;:•: METER AT REAR OF ( ) ' INE - EL 297.05 WITH A DOUBLE DOUBLE CLEAN OUT AT BUILDING. 117 ' .r� , ADD L REST. SI• 65 SPACES SF SPACES 378 SERVE SPRINKLER SYSTEM EXISTING SERVICE L ':..0 _ O BUILDING. / / (SPACES) 446 CLEAN OUT AT BUILDING TO MATCH FINISH GRADE 5e RE DEPARTMENT CONNECTION , 0 FI _ 66° INSTALL 106 OF 6 SANITARY SEWER LINE AT 2.0% FROM " 176 4 WIDE PARKING S (WHITE) 9' TOTAL REQUIRED: FLOWLINE AT BUILDING 306.0. 0 I 118 INSTALL 1130 OF 4 POLY AS MAIN LINE TO SERVE .5 O NG STRIP ( IT) X 20 TYPICAL BUILDING EL. 303.5 , USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. � . - COMPONENT 1 + COMPONENT 2 798 890 " ' 900 AT 5' BURY. 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH . TO EXISTING 8" LINE AT EL. 295.64'. CLEAN OUT REQUIRED '' 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED 26 EXISTING 8 WATERLINE (C ) 47I INSTALL _ - - 119 INSTALL 61' OF 1" POLY SET METER' AT BUILDING. 0 "PARKING SPACES PROPOSED „ ,> 1000 GALLON (7' X 14') GREASE IRO COMPLETE GREASE AT 75 INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL • RED WITH WORDING - FIRE LANE - NO PARKING - TOW O270 3 TAPPING SLEEVE AND VALVE WITH 15 OF 3 WATERLINE. - TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ON PHASE 1: 172 ZONE" IN 4 WHITE LETTERS. WORDING MAY NOT BE ~ "WATER METER: 306:0' -TIE TO SERVICE LINE - 4`?i. GRADE. 12 INSTALL. 65' OF 1' POLY, SET METER AT BUILDING ADA SPACES PROVIDED: 2 i O SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. . A 27b 1 _ PHASE 2: 651 I ' _ , 66b INSTALL 86 OF 6 SANITARY SEWER GREASE LINE AT 2.0% INSTALL 25' OF 1 " POLY SET M ER AT BUILDING. ADA SPACES PROVIDED: 15 I 27c 1 WATER METER. ®EXISTING MANHOLE REMOVE CONE AND ADD RINGS TO 121 • 178 HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL CL " MATCH FINISHED GRADE. FL = 304.50. FROM BUILDING EL 303.5', TIE TO 6 SERVICE LINE AS , " - O PHASE 3: 120 27d 1 WATER METER. SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30 OF . 2 POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). ADA SPACES PROVIDED: 12 (-' CONNECT TO EXISTING 8" VALVE WITH 6° X 8" REDUCER. TRAP TO BE INSTALLED BY OWNER. 0 3 SEPARATION.I i 28o CO 67 N/A 178 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP TOTAL PROPOSED: 943 INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49° EXISTING 8" PVC SANITARY SEWER LINA;- FL = 304.60 O 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). cu 28b LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 68 N/A »%% O O INSTALL 45 OF 2 POLY LINE SET BANK OF 5 METERS" AT UTILITY ('� ('� � 28c 6" FIRE LINE (T0 DOUBLE CHECK VALVE ASSEMBLY) TO 124 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR JJ1J o SERVE SPRINKLER SYSTEM. INSTALL FDC t� BUILDING. 49c EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.50 69 N/A 3' SEPARATION AT�� BUILDING. STANDARD AS REQUIRED. = �T•. ..•.•...74.4 t 1 125 INSTALL 45 OF 1 POLY LINE, SET METER AT BUILDING. WATER DEMANDS. . � •: ••• S 1 N EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 0 28d 1 " WATER METER. 50 180 HANDICAP LOAQING ZONE PAVEMENT- MARKINGS- * � � * 1 70 N/A __ _ - GENERAL: TCEQ DEMAND `RATES •:••••� 309.8'. FLOWLINE NEW 8" IN 306.92' (NORTH) INSTALL COX COMMUNICATIONS -CONTACT ACCORDING TO TAS/ADA. �•*•��••••••••••••••••••••••• 00 288 1 WATER METER. „ 71 N/A RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP ! / O DROP MANHOLE. FLOWLINE EXISTING 8 OUT - 302.0;. 979-774-2506. MINIMUM 30 BURY. PROVIDE RETAIL AVE DAILY DEMAND ............... 25 GPD/CAP / `ALFRED A PAINE / O1 „ 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 181 6 WOOD FENCE ON TOP OF 5 RETAINING WALL: Z•.� *.....• •••�•••••••••;•• 28f 1 WATER METER % O O PROJECT SPECIFIC: POPULATION DENSITY PER B CS UNIF ED DESIGN GUIDELINES /��• 97221 ;•��r z ` CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. CROSSING UTILITIES/LINES. 182 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL / l u1n% 4/C tiO: t 73 N/A O , FOR WATER & SANITARY SEWER I F ENS 29 X 10 REDUCER. (SEE PLAN/PROFILE SHEEP FOR COMPLETE FURNISH AND INSTALL 2 SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1 OFF PROPERTY LINE. 11 SS�......••'�G�� - CL 74 N A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION 1A ONAL �, ' DETAILS). 52 N/A O / AVE DAILY DEMAND........:... 17.73 ACRES * 30 PERSONS CRE * 25 GPD/CAP Li _ ELECTRIC ROUTE. 182 2'-3' HIGH LANDSCAPE BLOCK RETAINING WALL 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE ELECTRICAL TOTAL ............................ 13,298 GPD 9 2 GPM . SHEET FOR COMPLETE DETAILS). 75 S 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1;5 ' 0 310 1.5' OF 3 WATERLINE (SDR -21, ASTM D2241). O CONTACT SAM "WEIDO AT COLLEGE STATION UTILITIE i O 6" bOWELL INTO EXISTING PAVEMENT 12" O.C. TOTAL .......................:... 19,946 GPD 13 8 GPM I i TALL 1-1 2" WATER METER IRRIGATION. 53 ((979)764-6314 -FAX: (979)764-3452) FOR EXACT ROUTING 127 N/A 31 b INS O N/A HANDICAP CURB RAMP WITH FLARED SIDES,. PER ADA TAS 7 i a O / TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. , 128 N/A 184 STANDARDS / PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 w 32° 64' OF 6 FIRE LINE. PRIMARY HAS A MIN. 48 BURY - SECONDARY SECONDARY HAS A MIN. 30 129 N/A TOTAL .................. a 1 3,324 GPHr 5 GPM z m O BURY. O 185 ROCK INLAY PER ARCHITECT PLAN / I' o I Li 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5 130 N/A PER BRYAN COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND -AVE DAILY x 1.5in D=ADJUSTED DAILY x 4.0 W c O FROM B.C.) 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SIGNAGE 186 BRICK PAVER INLAY - PER ARCHITECT PLAN a � 54 300 FTS .SIGN - 24' TALL X 23 WIDE SET 50 FROM SANITARY SEWER DEMANDS: In LINE. 33o PROPOSED 8' WATERLINE: O N/A 131 Q 187 4 CONCRETE WALK. E / ' GENERAL: TCEQ DEMAND RATES 2 > / 76 FURNISH AND INSTALL 2 - 4' CONDUIT - 40 LONG AT 4 BURY. O B.C. ROUTE ELECTRICAL CONDUIT TO SIGN.. O oEn 0 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH - O • ELECTRICAL 188 6 TALL CMU WALL. RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP w FURNISH AND INSTALL 3 X 5 PULL 80X, PER COCS ELE O i 3 STANDARD CITY OF COLLEGE STATION-Ni,0WOLE(S). NOT 77° STANDARDS 132 200 FT SQ. SIGN - 22 TALL X 23 WIDE - SET 50 FROM , RETAIL AVE DAILY DEMAND 25 GPD/CAP z v_, cn ................ v, 33c 23' OF 6 WATERLINE: REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 189 6 WIDE X 4 THICK CONCRETE SIDEWALK. z a W � 0, „ EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST 77b FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4 BURY. u 33d BANK OF 3 - 1 WATER METERS PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIF ED DESIGN GUIDELINES o o z � � q i e O CORNER OF BUILDING. LINE & SERVICE LOCATIONS 77c PUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 60 FT SQ. MONUMENT - 4 TALL X 15 WIDE - SET 48 190 FLUSH CURB CONDITION. FOR WATER & SANITARY SEWER a a m w ii 33e N/A POSSIBLE BUT NOT NECESSARY. O FROM B.C.I X08 z N��a 191 TRANSITION TO FULL CURB IN 27 FEET: AVE DAILY DEMAND:........... 17.73 ACRES �0 PERSONS ACRE 25 GPD CAP i 77d ROUTE 2 - 4' CONDUIT - 39' L-0NG TO BUILDING * - * uj �, N x } r L 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE TO DOUBLE 134 60 FT SQ. MONUMENT - 4` TALL X 15' WIDE -SET 48 / / a -' z w O ( O ROUTE AS DIRECTED BY OWNER. TOTAL ...................:....... 13,298 GPD o o a o 9 � > 33f CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 56 N/A FURNISH AND INSTALL 3 X 5' PULL BOX, PER COCS ELECTRICAL FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. y �a t } o z a 0 Y 57o INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING - 78a(n z � 33g N/A O STANDARDS 135 60 FT SQ. MONUMENT - 4' TALL 'X 15' WIDE -SET 65' ADJUSTED DAILY DEMAND..... AVE DAILY DEMAND * 1:5 � � Y � � � Y Y a N O EL. 309.50 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 78b. FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY. FROM B.C. 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. TOTAL ................:,.......... 19,946 GPD N N � a �" a °d• = I 3 33h BANK OF 2 - 1" WATER METER. CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. _) TO 8" O - _ O m z a N a a a 0 H 8 X 8 T D. 136 200 FT SQ. SIGN 25' TALL X 23' WIDE SET 55' FROM 1 % SLOPE ACROSS BOTTOM TO LOW POINT EL. 291. PEAK HOURLY DEMAND.... ADJUSTED DAILY DcMAND * 4 W o "' x z a I 33i 2 BLOW -OFF VALVE. REMOVE FOR FUTURE 6 FIRE LINE (TO DOUBLE LINE - EL. 308:22: INSTALL A DOUBLE CLEAN OUT AT 78c FUNIS AND INSTALL TRANSFORMER PA B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. TOTAL .............. _ � o a Y m � �E a j 3 O CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 194 STOP LINE 3,324 GPHr ............. O FURNISH AND INSTALL 3- 4 CONDUIT - 132' LONG AT o Yo 0 o N 0 w w � 57b INSTALL 25' OF 6" SANITARY SEWER GREASE LINE WITH 1000 78d 4' BURY TO BUILDING 137 N/A U) N w w W U Z z m CL 33j FIRE DEPARTMENT CONNECTION O 19 TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH _ < M I 0 0 GALLON (7' X 14) GREASE TRAP - COMPLETE - GREASE TRAP FURNISH AND INSTALL 3 - 4'' CONDUIT 84' LONG AT 138 N/A ( ) PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 � � � W 0 MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 78e TEXAS MUTCD STANDARDS ; AK HRLY D D=ADJUSTED DAILY x 4.0a. _r K 2i Z I U! Y Y. i 4 BURY TO BUILDING 139 N/A 194b 6" WIDE LANE DIVIDERS (WHITE). 309.5 , EL. AT 8 LINE - 305.06 . 0' 3`b N A 790 FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER TO GRADING RAISED CURB MEDIAN to Li o i O / 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O STANDARDS O PLAN FOR COMPLETE, DETAILS ON THE 195 _ o M N M N 0 34b 1 WATER METER. EL. 309.5' -EXTEND 35' ®2.0% TO EL. 308:80 USE DEEP STORM SEWER SYSTEM . - T A A � O " _ „ ( „ 79b FURNISH AND INSTALL 2 - 4 CONDUIT - 414' LONG AT 4 BURY. I 6" PLUG FOR FUTURE 6 FIRE LINE TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT iU 8 LINE � ELEV. _) TO 8 O ) 196 INSTALL 2 DIA x 8 LONG LIGHT BSE TOP OF BASE N "' M M tD n O, � 0, 34c ( 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET , ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.41. INSTALL A DOUBLE CLEAN OUT AT O 140 C7.3. SCALE: 1 = 30 35° N/A BUILDING: 79d N/A STORM SEWER. I . 141 GRATE INLET. . - 197 INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE DRAWN BY: BLB I 35b BANK OF 4 - 1 WATER METERS 57d INSTALL 40 OF 6 SANITARY SEWER LINE FROM BUILDING - 79e FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. O TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET _ i all EL. 309.5 -EXTEND 35 2.0% TO EL. 308.80 (USE DEEP O „ 142 CURB INLET. C7:3. 35c 6 TEE FOR FUTURE 6 FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. -) TO 8" FURNISH AND INSTALL 6 - 4 CONDUIT - 234' LONG AT 4' O APPROVED BY: AAP A ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT 79f BURY 143 12" ADS N-12. 198 N/A DATE: 09/25/2014 •� 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 79g N/A " N_ 199 TAPER CURB FROM 6" TO FLUSH IN 36'. FILE: sL N A 57e INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING 144 18 ADS 12. 370 / O EL 309.5' - EXTEND 35' ® 2.0% TO EL. 308.80 (USE DEEP 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 145 24" ADS N-12. 200 DETENTION POND OUTLET o, I c 37b N/A " ) STORM SEWER OUTFALL EROSION CONTROL O CUT CONNECTION TO CONNECT TO 8 LINE ®ECFV. _ TO 8 4 BURY: 201 146 36" ADS N-12. 10 I'll 37c N/A LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT O N , " 80 EXISTING 2 - 4 CONDUIT STUBBED OUT FROM HOMEWOOD - 202 2-36" RCP DETENTION POND OUTFALL PIPES SHEET I BUILDING. 38o INSTALL 5 0 3 W ERLINE. SUITE PROJECT. 147 EXISTING CURB INLET TO REMAIN DOWELL NEW CURB 6 INTO' - CURB INLET WALL. p 38b 1-1/2" WATE R - IRRIGATION. 81° FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) " 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT 148 EXISTING 36 RCP TO REMAIN 39 N/A O 4 i 0 4' BURY TO BUILDING (MARKET). _Cl ' CL 40 N/A 149 EXISTING 36 RCP TO REMAIN: i 81c FURNISH AND INSTALL 2 - 4 CONDUIT - 65 LONG AT 4 BURY _ OF s 41 N/A O TO MID POINT OF 5 LEASE SPACE SET 5 METER BANKS. 150 EXISTING JUNCTION BOX TO REMAIN: �O 42 N/A 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX = 4 BURY TO BUILDING (RESTAURANT). O I . - -- ------ - - ---- --- -- - - - -- -- -- ----- - -- -- --- -- ._ .. -- - - -- -- - ---- -- ---------- ...... - ... ._._ .... -_... - ------ - --... --- -- - - .._ _ ....._. ........----------------- .......... . l z N y� i • ` f o W c N LN r • ,` Z W Q UJ 00 00 (. i. STA. 6+85.46 w INSTALL: \' -L t W Q- 0-. 0% 1 s l Z Q x5E-r-r., 34 LF 6 SANITARY SEWER .o o Q z '� I ' E SERVICE WITH DEEP CUT �/ .-� Z Q x H _34 LF 6 SANITARY S CONNECTION SEE SITE PLAN SERVICE, TYPICAL. SEE SITE • � STA. 7+72.6fi N 20.19 LEFT ��' PLAN. FOR DETAi1:ED FLOWUNES. GREASE TRAP. SEE MEP FOR ` 10 + rtA it Tlk4h, . 4+78.17 STA. 6+66.05 FL=305.35 i /�►� �A ! INSTALL:, tOCATION AND FLOWLINES. `r1 �S' CROSS PROPOSED 24 RCP ( I \ Q ' \� STORM SEWER LINE. MAINTAIN I STA. 5+91.05 34 LF 6" SANITARY SEWER 4 SERVICE WITH DEEP CUT (� '`©o, -MIN. 0..67' SEPARATION. INSTALL: ST. FL = 306.•00 /� 34 LF 6" SANITARY SEWER CONNECTION. SEE SITE PLAN � ( � SS FL = 304.42 ' I SERVICE WITH DEEP CUT FOR DETAILED FLOWLINES.05.25 FL=305.25 - STA. 7+08.62 HORIZ. SCALE: -1 " = 20' .� `� CONNECTION. SEE SITE PLAN INSTALL: STA. 7+ .90 I a 4 SCALE: 1" = 2' ``�� '`�,.� `~ FOR DETAILED SERVICE 34 •LF .•6" SANITARY SEWER INSTALL: a VERT. S i ., s FLOWLINES. SERVICE WITH DEEP CUT FL=304.97 1 SANE ARY SEWER MANHOLE CONNECTION. SEE SITE PLAN 35 LF 6" SANITARY SEWER SERVICE. SEE FOR DETAILED M- SIE P FLOWLINES. SITE PLA FOR DETAILED FLO ( ! -=TOP MH ' 311.33 A6" FL IN 30.5.89 j $ FL 0 = 305.72 PROPOSED 8" PVC, '.,`� SDR 26, ASTM D3034 ii sY-90, SANITARY SEWER LINE B °� I `�- ___ __ i2z11 fi+.00, - _ - - - -- _ --7+00. t -- - ' T T T - pq oo� PHASE E 3 - - - - - - - - - -- . - - - - --STa+72.$fi oM/� I� I c ( { f 1 j `' 1 I W int INSTALL- STA. i STA. 5+17.63 " O I 20 LF 6 SANITARY SEWER O INSTALL: t i f 1 GREASY WASTE SERVICE WITH. SANITARY SEINER MANHOLE / ( � { I i i DEEP CUT CONNECTION. SEE O TOP MH = 312.18 ( STA. 6+25.60 i i 1 �... SITE PLAN FOR DETAILED .. l �/ i 1 STA. °6+44.60 ( W `"'' U 8" FL IN = 304.67 I (. INSTALL: I LL! 1 1 i FLOWLINES:: C �,. 8" FL OUT = 304.57 I 34 LF 6" SANITARY SEWER I i .INSTALL.: " fL=305.69 SERVICE WITH DEEP CUT I 34 LF 6 SANITARY SEWER CONNECTION. SEE SITE PLAN 1 SERVICE WITH DEEP CUT / jv I I FOR DETAILED FLOWLINES. I (i t SEE SITE PLAN CONNECTION. v / fL:Z05.11 I I 1 i NES... O FOR DETAILED -FLOWLINES... W FL=305.19 � � I � Nff l N / j Ij 1.4 I E i i I I--a 1 , , �z r . I I \ ff IF/ (L 3 >1 n W N N � W CROSS PROPOSED 3" PVC r �' z O +� cD d twn Z N L ELECTRICAL CONDUIT. a N N M W °' n C3 ' MAINTAIN MIN. 1' {� WZ tw3 �' M M II � a_FQM to a SEPARATION. Q � � Q W � • Z � Vj N�0 `��' ..Z () Z gptslZ w�D.W W dN W OG �jyWWMM ,I Q pZ ~ � i �t`i o� z �a w Nv a Qt=:3 z '-`-w� �=, cd a La. i Z0. �.a. .z �Wwa ?,,W_�,o N� . + • z�(oWtj=zo. u> cno: r dW J w >-ac`1i o vp� Q ^ w W �G d' 1•' Q. to W W J . L_ - .i Li r Q W (A a a (A ? r'E 1- OO Cd W o �•t/� �" r.a W.iL bi W ,"Q„ _ -= •`+ 1� w w o M M •it W' W W Z z fn W ¢ (/i I z w Ir a 316 ,� of >>t z Z CC NVI-V aWWEJi. C Q •p til Z • F..pN tAWap: c ,,;� TF d Vy ^ to - p N t0 w : Z W d' Q Z Z m MNL. 6- tD t10 r •�P.••.........•,•.. 316 .J + co it ii >. CL > Z o -� c, - Z N.. •.p r ♦ y,•• l �x �� <`_ to 3'O z _ d ��OJJ 4WjW tpp 'W '=Iii " �rM ZJ� �itr 'sl w fn Lr„ W =i + W V . cG 3 O - ...... V W •W EB � r p� WU .x Qd. ..i...� i d o a Z a r . co. _, LLi.c� w o . co t= �,. . B.J. •KLlN6 EXISTlN GRADE w - to " ¢ J ! n . t to i ............«...«:............� 00 pj O Q Ca � to o r 'W + jc°w ra * !- �Z� J>ZpM r- _ LL. WDp l ► t+D V1_..z cfl. Ji, v.w.G1.o ¢. n II N xZIX.il ¢ J>Z .111.7 � / �' r 3oar�i� ¢ ��Z �; z MLay.15 Q 'Z �rwoop s Wrn (no " to Q J'> z p 'M' Z A In fJ te' SM 1 " Pvc �. z n.��o.lo � � I � WATERLINE, RUNNING 312 0 z a PARALLEL, APPROX. 161. t o RIGHT. ►Q- 312 � � � � cn i ` PROPOS GRADE t 4 t w N w _j z -J Z N -I•' I i Z o Ow U LLJo OL O� f �! J I! __ i I I 1 I 308 w f�,_1 w w rn _� w tI» ( _ SEWER UNE, • RUNNING rl o > 308 PROPOSED 8 PVC, -- - -- . _._ _ � LLEL APPROX. 8.5' L. \ 34 -__ ti _ _ - _--�- En 2.7' SEPARATION It U_ it_ SDR-26, ASTM D30 --I~- - > Q > a SANITARY SEVER LINE B 11,6' SEPARATION j -- _ ► r !i _ to w of I ' 1.5' SEPARATION n cy 0.67 SERARATI cv �.,, I ---- ._._.. _,._ _ ____ ---_ ` 1.4' SEPARATION ( I SCALE- 1 �► i� 20, _ _._� ''`�-...._.__.._......._..�...._._..._� � 304 DRAWN BY: JNP STA. •6+66.05 _ _ ... .r: INSTALL: �"-"------y--- APPROVED BY: AAP ,n 304 -_ _- s. ., `;"' 34 LF 6 SANITARY SEWER _. w " °! SERVICE WITH DEEP CUT M� STA. 7+72.86-.----w. Ir DATE: 12/ 0/04 CONNECTION. SEE SITE PLAN ALL: FILE:. FOR DETAILED FLOWLINES. INSTALL: " 35 LF 6 SANITPL ARY S R cu o FL=305.25 GREASY WASTE SERVICE WITH o ! DEEP CUT CONNECTION. SEE SHEET 1.tri o A CE SITE PLAN FOR DETAILED �� c M M M ' j FLOWLINES. DECr 0 M i! - FL--305:fi9 0 20 C5111111 °' w COLLEGE TAMON C5 a a a .. 'o 0 0 ... "ENGINEERINGOF 4 M i lilt tLEVATION q q� d�..�� IEI �Y f� 118 IT 13 U Z N t liltry CERTIFICATE �rPu�ES� { 7 Y lilt fill��i� Z 2 jCl 2015 Z SCALE: 1"=60' ( Z z Q W ' Q W Q co a till �o� _ _ c m o — -- tttt ' a REC�i1IRE® COLLEGE STATION �� z w z�� a�W� X:�� 0\ W r i it 1 (tft •�.'� E J O z �0\ o >- ci IUt +2 ❑ Co 7 11 Cw m till !nI — — — — — — — — — — — — — — — — — U t � I it I # Iitt -- 4, — - — --- ��r �i `-w— O \/p / `\ \ ids \\ \ ; ,:, f �`WG v- - - '� ,y/', / //'' ♦ ; ' _ _ N;' cis—/ r rr ' \ \\ UILDING A , , 'r/► \\ /�� ,� / /' ♦ , TR c�" _�; f BUILDING F ,, ; ' \ / \ f l.• \J TOTAL BLDG: 18,686 S.F. g / / /' ........TF ------.ice *t♦ \\ ` - : '�`,\ �\ ��► /j ,/ / ,/;' 0I- ♦ a. ALFRED A. PAINE V1 \ / ff ! - ` \ \\ - \ LOT 1 / // / I ' ',`\�' "V OL� �.... .......9722 / d \�\ \\ / \ \ !tf 15 PUBLIC I - \ - ";�\\ - \� BLOCK ONE %/ �.'///��% �% a9.0'3 pLgCL tjt .n OJ ` `\ \ \ -- - -- !! ! --- - ---- --- - -- !-Le ------------------ �_• -' �,� ' �� \ ® \ f / ' ♦ O RES .00l\ / 75 ool LOT 2R 4 0.56 ACRE j '/� • �ww EXISTING 0. DETENTION ______ /� w Ld vo �j PUBLIC UTI L...+ +- 1 \ \ 1 / uj g 1 \ \ \\ I 1 1 � .�' // fa7 `\ % \ \ 1 I \ U r r r ` r r \ \ / 0 O r - i \\ \\\ \\\ / 01 .0'' / / / /ie W — 1 \ y 0 d \ \ \ \ I / I / r r \ 41 i ool a o v oo- It l000� Ix Lo CD �- " \ o_ SAHARA REALITY GROUP, LTD. Cr \ , / / / /,- \ < N 2 3 j W ---',. ' -, \ 7.47 ACRES - w \ - lo- o_ Iii c. w w m �" VOL. 6330, PG. 177 p \ -- ,s / TOPSOIL STOCKPILE AREA / 0 0 -6 T \ I 1 \ \ I \� SCALE: 1 " 60' DRAWN BLD AConstr. Type '" L / / Bld. Size SF o, / \ No. Stories .11 CU / / / / \ 160 Sprinkled (Y/N) / \ --' No. FHs Locations - Required Flow A l3 F 118 IT 13 17 13. 26:3 13 05- .19, ka { 7 Y Y Z 2 Z 1 719 WA l Iso APPROVED BY: AAP 1 1 DATE: 09/2/2014 VIEWED FOR FILE: ' (—' JUN 2 6 2015 SHEET •� \ \\ ,i.-' / COLLEGE STATION DEVELOPMENT SERVICES C1 0 PLAT FILED: 0 0F I cs n i t*i n All 1! I i P nnv^u4 (ILAff ��glts - '� tS► LEGEND MANHOLE SANITARY SEWER LINE WATER METER Q WATER UNE WATER VALVE 8 FIRE HYDRANT +: r GAS METER GAS LINE TELEPHONE PEDESTAL I •:: w TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE i–UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE — PROPOSED WATER LINE pw PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC UNE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT-OF-WAY LINE BUILDING A: pi BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 26,389 FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM s FIRE FLOW REQUIREMENT PER 2012 IFC: 3,500 GPM r 161 50% REDUCTION FOR SPRINKLED BLDG: 1,750 GPM 161 75% REDUCTION FOR SPRINKLED BLDG: 875 GPM 106 O 2 F s � w 3 106 Z W W +: r w I •:: w d �• W co T' W 161 i > s b 3 W N U d CL L W N f i N -N 0_ i 0 3 CL O O J O) i a N !v O U !v J Oi L A -N N L > M (U w N U Or O L 0- d J 2 SHEET SHEET I I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� yY w I •:: w I Et; 176 ��� g ��� 9 ���`` �`� 11� �" �� / 1��' - '>* �� �� �♦ 13 196 172 a"13 � cv�enur_ �:• of ion �r � �\ 1 � � / �1 186 �'j_ � ♦ I - 1�J .! 1$�.c .. *'* / • A p�� ' � � ♦ w • • OF 4 1� 0 3 Z Q J W H ti / C) r - L G, 0 c W 0 tA 3 to N u L ON N I N •F' CD / 3 CL0 0 J C L CL W I u 1 J N L P th L N / (U tA u o, 0 L r- 05 J Z LEGEND MANHOLE SANITARY SEWER UNE —mss WATER METER Q WATER LINE WATER VALVE 8 FIRE HYDRANT u}u GAS METER -1 FG LINE TELEPHONE PEDESTAL TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. UNE — UE OVERHEAD ELECT. LINE CHAIN LINK FENCE —• WIRE FENCE PROPOSED BUILDING 1 KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER LINE —M PROPOSED WATER UNE po PROPOSED ELECTRIC LINE PE PROPOSED UNDERGROUND ELECTRIC LINE P E PROPOSED TELEPHONE LINE FF PHASE UNE IIIIINII GHT-OF-WAY LINE c 1 - .. B.C...w�.vm�.a. -r .raffia. n .v rr�r.- vr.� .v • \ G.70 - \ BUILDING B: I �. FROM c. � � �. ♦ `, ••.. � BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 13,195 I ;:: �' 1 R5•5' to \ ♦♦ `� tri FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM I W 173 -i.W &W ' 142 `�o\ ' ♦♦♦ 't ( FIRE FLOW REQUIREMENT PER 2012 IFC: 2,500 GPM I:f 173 20.0' 28 196 200' 25 ; gd t� �"'� ♦♦♦ 8 1 ( W 50% REDUCTION FOR SPRINKLED BLDG: 1,250 GPM 1 0 °' \ ♦♦ '`, `, �,- W �, •i 75% REDUCTION FOR SPRINKLED BLDG: 625 GPM l o 0 9. \\ ,�� ♦ �' I� 161 (•r ' 20.0' 156 / ♦ t ` ,`' ♦ v .� a BUILDING F: I Z _ \ ��� 58 ♦♦ �` O 0 RS.s' .� �y ti BUILDING CONSTRUCTION TYPE: II—B BUILDING GSF: 18,686 I _" G FULLY SPRINKLED FIRE/SUPPRESSION SYSTEM 3 I los A p' , / a� ` ���/ 57a I �`' 23.(• ( 177 ( 23.0• 197 "Ocm FIRE FLOW REQUIREMENT PER 2012 IFC: 3,000 GPM ;` 11 Cj•H 50% REDUCTION FOR SPRINKLED BLDG. 1,500 GPM I ;:T W — — 176 — — — — — _ -W as •r R25 t-� 29 75% REDUCTION FOR SPRINKLED BLDG: F r:eo.5• ® 1 © Y 1 VED FORI ► i 1 + - - .,' p j� ter:.. ® ' �1 • ,�, - ,� ' 0 �, 6 2015 ON R RUN 0 LAT FlbED: k i / . �,\••, ��,� i , rri•.�yi�•lyiltlrr�la� .���L_ • � � � � ` � o;��*.► _- oil oil I NINE I I BUILDING F 190 189686 S.F. IN FF=312.5 ism L OwDODR 01 C3 SEASON 58 ZIP ib - = win -� � / J (_ � ® �����i� .�• =—Iii" — A �-1�� --_--' -' --' I- � 1 -�� /I:l.��'��t�i'�7— ai��>• �s'�+1•�— _ r• IIIII/IL �,, r 1 ► 1 �}.,� ` I & ;;R.J. ,\ � • /` � � � � � � �`f� \!. -;'. I �� a �\WIN, bz DRAWN BY: SJH PAR APPROVED BY: AAP Ak DATE: 04/02/ §019 0 SHEET cl 02 OF 4 ► � � �� :mss\ �. : : �� O) 3 a Z J 0- L i 0, 0, w / 0 4 3 rn 0, u d CL L o, 0, i N 3 6- 3r / a 0 O J 0 i CL ti i 0 J I o, L A -' tA L o, 0 / ru m Lq U o, 0 L 0 J / LEGEND MANHOLE SANITARY SEWER LINE �s WATER METER Q WATER LINE WATER VALVE FIRE HYDRANT IE011 GAS METER u GAS LINE G TELEPHONE PEDESTAL 10 TELEPHONE LINE T POWER POLE • LIGHT POLE UNDERGROUND ELECT. LINE --UE OVERHEAD ELECT. LINE E CHAIN LINK FENCE —. WIRE FENCE PROPOSED BUILDING KEY NOTE 18 PARKING SPACE NUMBER 11 PROPOSED SANITARY SEWER UNE —PSS PROPOSED WATER UNE pw PROPOSED ELECTRIC LINE FE PROPOSED UNDERGROUND ELECTRIC UNE —UE PROPOSED TELEPHONE LINE PF PHASE LINE RIGHT—OF—WAY LINE -- - .�1 I i as • - • ' •-• r� �, WCC , _ �,; ; ... _ i " /® i © `-`� 0— aid..- • • .. \r '����I % iii►' tt �` �:®- ��.'i ,•s- was - •. -iiiiiii �� •; i � .• � . __ � i'• • ..I{I _�1C`V \��-�� 1.�� !\moi. `1I'7• \- . , r. � �������. � /f- 0 MA WIN !�+�y. 'i �♦i • • ilii ri. ` \ . ��. . ��.= t • Wed VP��� .♦ OAF 95 11 MOM I AN/ . .� �� • `Aq OR 1 14 AR MA —p FA lb �_ �►�. ya - -�IF✓ �� 44 54 1a . + Ate/ ✓ A+��'`� ��'� R��/ ��,� % i 1 � a� -✓ ��.�pp.�� �• aa�r a '.''.• �� . ` `.�I'�� ��,�''♦t! -•`t qe -a•a_Yl:y �' \ �t,'``.. � r ..-•..� � y ��� � � � may/rt. om �► Q�� � � �• t � , � ;\�® •''iiiiiiiiiiiiiiiiii. � \�� `4►� �i ` � .�� ,� O /f:,•. - � i \ --- NW IR CROar -ars. �►i �� e•®: s1►.���`� WALK 0% �. /'�� iii►''!► 1 � •ars. � � , -. CROSS POW but Allo162 2S iEXISTIN ADA RAMP TO BE MANDARD SIDEWALK & CURB. ONE WAY a (PUBLIC) REMOVE PEDESTRIAN ui N I CROSS WAM ? 171 ul it \�\�G $0E S� 26• 1 Q\e- tid i E t z �� �� / i / \ \ • EXISTING PED ESTRIANto _ f • • 4 cn ,,, w a 0 CROSSWALK •� - ; ' p c z �" rn EXISTING TF I. SIGNAL'& Fn U) o '',I;3 o 0 ' @ \ • \ REVISE PEDESTRIAN CITY OF COLLEGE STATION �`WALK , SIGNAL VAULT TO REMAIN ��I o U) xx -All w ' 4 / 0 a coy w a Q a �,\\ ' CROSS WALK t w S Ei m \ �_ . 4 • \ A\ / �'V EXISTING PEDESTRIAN CROSSINGSIG�++ �+ MM.7 t G. f� w w w R' Ix ix a Q • ��` 157 �� �� ®�4 \ , I ABANDON CONTROL VAULT t ' ' \4 •Q Q• Q •�� ` t E ' \ / EXISTING STREET LIGHT TO BE \ a / / �` �\ • REMOVE RELOCATED X15 WEST IAN � : o — \ ©• Q - / �` D\ 'Ca \ / /EXISTING R' i I t0 n O\! CROSSPEDESWALK ENTRANCE ACCOMMODATES �, BDC SRO �S Ib�N IN °� ��\% j - Usti_ SCALE: 11' = 30 \ \ r �. .:SJ MMLf N A`.l' `aO:g µA I JUN Z 3 201 Kv COLLEGE STATION IN E;{ ALLLAD • 4. DRAWN BY: AAF 4�` �� ' NG I t :EXISTING CRY OF COLLEGE APPROVED OY: AAP OL: -6298, PIG.'1� � �� � ' 0 , + ATI N,. TRAFFIC VAULT I�OT PLATED .. \��° _ r TO BE ABANDONED DATE: 0;9/25/2014 o :� Q .Q �. a °. • �` a�\\ ` -� EXISTING SANITARY SEWER FILE: MANHOLE TO REMAIN ' a .• 4 q. Q �` DCI lIG 24" CP E i SH�'ET a a a Q `%`,` INSET .Ar 3 `f ♦-' ■ PHASE LY 4 ,;-- '- OFA, 4 • :,a '4 • •• .° � > �'! � \� \\ ' `\� CD a z Q J w / cm L 0, 0, Cl W / 0 3 W 0, u d B.. L 0, o► I N 3 a- / a 3 / CL 0 0 J CD L CL W I 0 u r - J 1 o, L A f ul L 0, E / tU w tn 4J u 0, 0 L CL J WATER O EXISTING 12" WATERLINE (C 900, CL 200) ASSUME 4' BURY. O CONNECT TO EXISTING 12" WATERLINE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O PROPOSED 12" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). O BANK OF 6 - 2" WATER SERVICES WITH 1" WATER METERS SET AT 4' SEPARATION TO SERVE SOUTH RETAIL LEASE SPACE. PROVIDE 60' OF 4" CONDUIT FOR EACH WATER SERVICE 0 30" MIN. BURY. O PROPOSED 3" WATERLINE (C 909) (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). © BANK OF 5 - 2" WATER SERVICES WITH 1" METERS SET 0 9" SEPARATION. PROVIDE -20 L.F. OF 4" PVC CONDUIT 0 MIN. 30" BURY. O INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF 6" FIRE UNE TO SERVE SPRINKLER SYSTEM. SANITARY SEWER 0 CONNECT TO EXISTING SANITARY MANHOLE TOP EL. = 306.65 EXISTING 8" OUT. = 300.60 PROPOSED 8" IN. = 303.83 O PROPOSED 8' SANITARY SEWER UNE AT 50% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). ® INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=349:31- 309.31. USE DEEP -CUT CONNECTION TO 8" UNE - FL=303.51. ® INSTALL 4$'- 35' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" LINE - EL 303.34'. FLOWUNE AT DOUBLE CLEAN OUT = 3t0:96 309.90. O GREASE TRAP TO BE INSTALLED BY TENANT ® GREASE TRAP TO BE INSTALLED BY TENANT ® RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE O RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE ® PROPOSED 6" FIRE UNE (C 909). `- 154 GRATE INLET 8b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 45g INSTALL 8' OF 6" SANITARY SEWER GREASE LINE AT 2%, ENDING IN CLEANOUT 0 FL=94 44- 309.31. CONNECT TO MANHOLE AT 115 FROM B.C.) P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - FL=304.62. O9 INSTALL 4" IRRIGATION SLEEVE TO EXTEND 2' BEYOND BACK 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 OF CURB. ® EXISTING 8" SANITARY SEWER LINE (SDR 26) AT 1.0% 10 EXISTING 12" WATERLINE (C 900) AT 5' BURY. m~ APPROXIMATELY 8' COVER. 11 EXISTING 8" WATERLINE (C 900) AT 5.5' BURY SEE ( 47a INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWUNE AT BUILDING - 306.0'. 117 0 PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 6. CURRENT USE -VACANT N/A 12 EXISTING FIRE HYDRANT - 17' FROM B.C. (ADJUST CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. AS NECESSARY TO MATCH FINISH GRADE). 47b INSTALL 54' OF 4" SANITARY SEWER UNE AT 2.0% FROM 13 INSTALL 20' OF 2" PVC IRRIGATION UNE WITH A 1-1/2" 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8' 161 EXISTING 5' SIDEWALK - 3' FROM B.C. IRRIGATION METER SET FLUSH WITH FINISH GRADE. PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE UNE. FLOWUNE AT BUILDING - 306.0'. 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE IRRIGATION METER SET FLUSH WITH FINISH GRADE. 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE 47c INSTALL 55' OF 4- SANITARY SEWER UNE AT 2.0% FROM 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION GRADE. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 16a 6" TAPPING SLEEVE AND VALVE AND 20' OF 6" MAIN UNE. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 UNE. FLOWUNE AT BUILDING - 306.0'. 16b INSTALL 1" WATER METER. 47d INSTALL sANrrARyT 5- 6A LINE AT 2.0% F�TO 16c INSTALL 1" WATER METER. 166 RELOCATE STREET LIGHT 40' EAST. BUILDING USE DEEP CU0 CONNECT TO CONNECT 8" 16d 6" FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLY IN RETAIL 54,174 S.F. UNE. INSTALL DOUBLE CLEAN OUT AT BUILDING TO MATCH 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP BUILDING. INSTALL FDC 0 BUILDING. FINISH GRADE - FLOWUNE AT BUILDING - 301.83'. 17 INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT 47e INSTAL_ 55' OF 4" SANITARY SEWER LINE AT 2.0% FROM NOTED 2.5' FROM B.C. 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8" 18 EXISTING 12" WATERLINE 123 UNE. FLOWUNE AT BUILDING - 306.0'. 19 PROPOSED 8" WATERLINE (C 909) (SEE PLAN/PROFILE OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O SHEET FOR COMPLETE DETAILS). 47f INSTALL 6" SANITARY SEWER CLEAN OUT AT BUILDING. FLOWLINE 20 N/A 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS AT BUILDING - 306.0'. 21 N/A 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 0 N/A 479 INSTALL 53' OF 6" SANITARY SEWER GREASE UNE AT 2.0% WITH O N/A 1000 GALLON (7' X 14') GREASE TRAP - COMPU=TE - GREASE 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT TRAP MANHOLE TO MATCH FINISH GRADE. FLOWUNE AT BUILDING 24 CONNECT TO EXISTING 8" WATERLINE (C 900) (SEE O - 306.0' PLAN/PROFILE SHEET FOR COMPLETE DETAILS). PROPERTY UNE. �' 25u INSTALL 132' OF 6" WATERLINE. 47h NOT USED, 25b INSTAL_ STANDARD CITY OF COLLEGE STATION FIRE HYDRANT HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING 2.5' FROM B.C. WALL FACE OF WALL TO BE FINISHED WITH SURFACE 25c INSTALL 1" WATER METER. 47i NOT USED 25d 6" FIRE UNE (TO DOUBLE CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. SYSTEM, PROVIDE ISOLATION VALVE AT PUBLIC LINE CONNECTION. N/A 183 25e FIRE DEPARTMENT CONNECTION 127 26 EXISTING 8" WATERLINE (C 900) AT 5' BURY. 47j NOT USED 27a 3" TAPPING SLEEVE AND VALVE WITH 15' OF 3" WATERLINE. N/A 184 27b 1" WATER METER. 129 27c 1" WATER METER. ® EXISTING MANHOLE - REMOVE CONE AND ADD RINGS TO 27d 1" WATER METER. N/A MATCH FINISHED GRADE. FL = 304.50 28o CONNECT TO EXISTING 8" VALVE WITH 6" X 8" REDUCER. FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 28b INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49a EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. <49b EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.60 28c 6" FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) TO B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 49c EXISTING 8" PVC SANITARY SEWER UNE, FL = 304.50 28d 1" WATER METER. ® EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 28e 1" WATER METER. 309.8'. FLOWLINE NEW 8" IN - 306.92' (NORTH) INSTALL 78a DROP MANHOLE. FLOWUNE EXISTING 8" OUT - 302.0;. ® 1" WATER METER 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 29 CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. 191 X 10" REDUCER. (SEE PLAN/PROFILE SHEET FOR COMPLETE 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, DETAILS). 52 N/A ® PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE FROM B.C. 192 SHEET FOR COMPLETE DETAILS). <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 31a 57' OF 3" WATERLINE (SDR -21, ASTM D2241). <11b> INSTALL 1-1/2- WATER METER - IRRIGATION. O N/A 32a 64' OF 6" FIRE LINE. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. ® FROM B.C.) PROPOSED 8" WATERLINE. O N/A 33b N/A O PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH 137 N/A STANDARD CITY OF COLLEGE STATION MANHOLE(S). -N9F- 0 23' OF 6" WATERLINE. 136 N/A ® BANK OF 3 - 1" WATER METERS 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 ® N/A TEXAS MUTCD STANDARDS . 33f 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE 56 N/A 6" WIDE LANE DIVIDERS (WHITE). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. ® N/A 57a INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 33h BANK OF 2 - 1" WATER METER. PLAN FOR COMPLETE DETAILS ON THE DEEP CUT CONNECTION TO CONNECT TO SSMH. FLOWUNE AT BUILDING - 309.5' 331 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE UNE (TO DOUBLE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 57b INSTALL 43' OF 6" SANITARY SEWER UNE FROM BUILDING. <M> FIRE DEPARTMENT CONNECTION BURY CONNECT TO 8" UNE. FLOWUNE AT BUILDING - 306.89' STORM STORM SEWER. INSTALL TWO-WAY EXTERIOR CLEAN OUT. VERIFY EXACT N/A N/A GRATE INLET. LOCATION WITH OWNER. ® 1" WATER METER. 57c INSTALL 43' OF 4' ITARY SER LINE FROM® UILDING. USE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET DEEP CUT CONNECTION TO CONNECT TO 8* FLOWLNE AT 0 6" PLUG FOR FUTURE 6" FIRE UNE (TO DOUBLE CHECK VALVE CURB INLET. BUILDING - 309.5' C7.3. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. 4' BURY.143 ® N/A N/A ® ® BANK OF 4 - 1" WATER METERS 57d INSTALL 43' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 35c O 6" TEE FOR FUTURE 6" FIRE LINE (TO DOUBLE CHECK VALVE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWLINE AT 24" ADS N-12. ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC 0 BUILDING. DETENTION POND OUTLET BUILDING - 309.5' 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) 37a N/A 57e INSTALL 41' OF 4" SANITARY SEWER UNE FROM BUILDING. USE 37b N/A DEEP CUT CONNECTION TO CONNECT TO 8" UNE. FLOWUNE AT AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO BUILDING - 309.5' 37c N/A FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' ® INSTALL 5' OF 3" WATERLINE. AREA GRATE INLET 36b 1-1/2" WATER METER - IRRIGATION. EXISTING 36" RCP TO REMAIN 39 N/A BUILDING ® N/A 81d 41 N/A EXISTING 36" RCP TO REMAIN. 42 N/A 4' BURY TO BUILDING (RESTAURANT). 150 57f INSTALL 37' OF 6" SANITARY SEWER UNE FOM BUILDING. TO 82 EXISTING 8' X 8' TRANSFORMER. CONNECT TO SSHM. FLOWUNE AT BUILDING - 305.64' ® FURNISH AND INSTALL 3 - 4" CONDUIT - N150' LONG AT 4' BURY TO 'BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 57g INSTALL 46' OF 4' SANITARY SEWER UNE FROM BUILDING. USE DEEP CUT CONNECTION TO CONNECT TO 8" LINE. FLOWUNE AT BUILDING - 309.5' 57h N/A ® INSTALL 6" EXTERIOR CLEANOUT AT BUILDING - FLOWUNE AT BUILDING = 309.5. 59a INSTALL 99' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - USE DEEP CUT CONNECTION TO CONNECT TO 8" UNE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM BUILDING. FLOWUNE AT BUILDING = 312.0'. 59b INSTALL 62 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT 2.0% SLOPE, FL AT BUILDING = 312.00. END IN DOUBLE CLEANOUT 5' FROM BUDDING. GREASE TRAP TO BE INSTALLED BY TENANT ® PROPOSED 8" SANITARY SEWER LINE AT 0.5% WITH STANDARD CITY OF COLLEGE STATION MANHOLE AT END OF UNE (SEE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 61a INSTALL 139' OF 6" SANITARY SEWER LINE AT 2.0% FROM BUILDING - CONNECT TO MANHOLE AS SHOWN, FL = 303.64. INSTALL DOUBLE CLEANOUT AT 5' FROM BUILDING. FLOWUNE AT BUILDING = 306.5'. TIE TO GREASE UNE AS SHOWN. 61b INSTALL 119' OF 6" SANITARY SEWER GREASE AT 2.0% SLOPE, FLOWUNE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY TENANT. 62a INSTALL 2 - 6" SANITARY SEWER LINE, 62' LONG - FLOWLINE AT BUILDING - 306.5'. INSTALL DOUBLE CLEAN OUT AT BUILDING - FLOWUNE AT 8" UNE - 302.3'. ® FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) ® EXISTING 3 X 5 PULL BOX. 86a NOT USED 86b FURNISH AND INSTALL 3 - 4" CONDUIT - N235' LONG AT 4' BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT BUILDING 87 N/A ® N/A 89 N/A ® N/A VERIZON TO FOLLOW UNDERGROUND ELECTRIC ROUTE - CONTACT VERIZON FOR CONDUIT AND BURY REQUIREMENTS. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SITE SPECIFIC P 1. PROJECT IDENTIFICATION: 151b EXISTING CURB INLET TO BE REMOVED. PROJECT NAME: UNIVERSITY TOWN CENTER LOCATION: UNIVERSITY DRIVE 151 EXISTING 46" RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R (5.85 ACRES) & 4R (4.62 ACRES) OF THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION. 152 NA VOL 2017, PG. 239 & LOT 2 - ONE LINCOLN PLACE, / VOL 690, PG. 175 - 13.31 ACRE TRACT -VOL 6347. PG. 185 7.26 ACRE TRACT - SAHARA REALITY GROUP, LTD. VOL 6078. PG. 247. 153 EXISTING 48" RCP. 2. APPLICANT .INFORMATION: `- 154 GRATE INLET SAHARA REALTY GROUP, LTD. INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON C/O DAVID SCARMARDO 115 155 TRENCH GRATE. EL=308.5. FL OUT=306.2. P.O. BOX 4508 30" MIN. BURY ON ALL LINES 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE 0 FLUME. BRYAN, TEXAS 77805 (979) 779-7209 . X - 15 3' CONCRETE FLUME x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 157 48" RCP CULVERT. 3. OWNER INFORMATION: 17 156 30" ADS N-12. SAME AS APPLICANT ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH 159 48" ADS N-12. 4. TOTAL SITE AREA IS 20.02 ACRES. m~ 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .OF .TF,H j EXISTING WALK AT 12" O.C. SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER 5. CURRENT ZONING - C-1 & R-1 117 0 AT PROPOSED DOWNSPOUT LOCATION 6. CURRENT USE -VACANT N/A 1® 128' OF 10" ADS N-12 STORM DRAIN 0 0.8%. 7. PROPOSED USE & IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING, UTILITIES, AND GENERAL CONTRACTOR IS RESPONSIBLE FOR LANDSCAPING. 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD SITE " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. 8. NO PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS 161 EXISTING 5' SIDEWALK - 3' FROM B.C. COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0215F, MAP NO. 48041CO215 F EFFECTIVE INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 DATE: APRIL 2. 2014, AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 162 REMOVE f66= OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE x-13= 205' 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING ',WATERLINES, SANITARY SEWER LINES, ELECTRIC LINES, 163 N/A TV/CABLE, COMMUNICATIONS LINES, ETC.. SHALL BE UNDERGROUND INSTALLATIONS. USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40' 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRI13ATION SLEEVE LOCATIONS ARE PROPOSED ON THIS PLAN. WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH EXISTING 3" POLY GAS LINE. COMPLETE JOINT. 11. EASEMENTS SHOWN ARE TO BE . DEDICATED VIA A REPLAT UNLESS 0 ERWISE NOTED. 165 SAW CUT AND REMOVE 90' OF CURB AND GUTTER - TIE 12. BUILDING AREA: 120 NEW CONCRETE PAVEMENT TO ASPHALT PER DETAIL. RESTAURANT (W/O DRIVE THRU') 49,324 S.F. 6" REINFORCED CONCRETE PAVEMENT. 166 RELOCATE STREET LIGHT 40' EAST. RESTAURANT (W/ DRIVE THRU') 1,400 S.F. 121 = RETAIL 54,174 S.F. INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 167 INSTALL 40' OF 5' WIDE SIDEWALK WITH SIDEWALK HANDICAP TOTAL: 104,898 S.F. RAMP AT PARKING LOT - DOWELL 6" INTO EXISTING WALK 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET AT 12" O.C. 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED 1B8 INSTALL 80' OF 24" RCP TO INCLUDE 6:1 SAFETY END 14. ALL DISTURBED EARTH MUST BE 100% COVERED WITH ESTABLISHED GRASS OR GROUND COVER PRIOR TO CERTIFICATE OF TREATMENTS AT 1.5%. OCCUPANCY. 123 . " 180 POURED MONOLITHICALLY WITH PAVEMENT. 62b INSTALL 2 - 6" SANITARY SEWER LINE, 47' LONG, AT 2.0% `- ATMOS GAS 169 INSTALL 60 OF 5 SIDEWALK, DOWELL 6 INTO EXISTING WALK AT 12" O.C. 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLA11ON AS PER CITY ORDINANCE #2394. 115 EXISTING 2" POLY UNE w aaaco 30" MIN. BURY ON ALL LINES 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� FROM BUILDING EL 306.5'. US A DEEP CUT CONNECTION TO 106 EXISTING 4" POLY UNE. 17 TIE NEW 5' WALK TO EXISTING WALK - DOWELL 6" INTO 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING IN ALLATION OF ALL FRANCHISE & PRIVATE UTILITIES WITH U TIE TO 8" UNE AT EL 301.9'. INSTALL DOUBLE CLEAN OUT AT m~ .OF .TF,H j EXISTING WALK AT 12" O.C. EARTHWORK & PAVEMENT CONSTRUCTION. GENERAL CONTRACTOR IS RES ONSIBLE FOR FURNISHING & INSTALUNG ANY NECESSARY 117 0 BUILDING. 107 N/A 170 5' SIDEWALK. UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATIC. GENERAL CONTRACTOR IS RESPONSIBLE FOR ®PROPOSED 8" SANITARY SEWER UNE AT 0.5% WITH STANDARD " TERMINATE 4 POLY UNE 17 4.5 SIDEWALK. DETERMINATION OF UTILITY INSTALLATION ORDER. RED WITH WORDING - LANE - NO PARKING - TOW 66a CITY OF COLLEGE STATION MANHOLE ON EXISTING LINE (SEE 108 INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNE6 WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE PLAN/PROFILE SHEET FOR COMPLETE DETAILS). 109 O EXISTING 3" POLY GAS UNE. 171 O SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICA ON. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, ® INSTALL 106' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 110 EXISTING 3" POLY GAS LINE. STANDARDS CONDUIT WITH PUL_ STRING WIRING PULL BOXES TRANSFORMERS PAN LS AND APPURTENANCES NECESSARY FOR PROPER SLOPE, FLOWUNE AT BUILDING 306.50'. CONNECT TO 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 172 6" REINFORCED CONCRETE PAVEMENT. OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TO RECORD LOCATIO S OF ALL CONDUIT ROUTES. 121 = 111 O INSTALL 10' OF 2" POLY GAS UNE AND SET A BANK OF 5 FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY 67 ® C5.1 END IN DOUBLE CLEANOUT 5' FROM BUILDING. GREASE 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 POURED MONOLITHICALLY WITH PAVEMENT. OR RESIDENTAL. DISTRICT. SUCH SCREENING SHALL BE COORDINATED WTTA BUILDING ARCHITECTURE. 124 O TRAP TO BE INSTALLED BY OWNER. 112 INSTALL 20' OF 2" POLY LINE, SET METER AT BUILDING. <a74> STANDARD 6" X 6" WHEEL STOP. 19. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 12-7.11 OF THE UNIFIED DEVELOPMENT ® INSTALL 28' OF 6" SANITARY SEWER UNE FLOWLINE AT 2.0% 113 INSTALL 176' OF 2" POLY LINE, SET AT BANK OF 5 125 " ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQU HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT SLOPE, FLOWUNE AT BUILDING 306.50'. END IN DOUBLE METERS AT 3 SEPARATION AT BUILDING. 175 Q 12 REINFORCED CONCRETE DUMPSTER PAD AND APRON. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT E PROJECTED CONE OF LIGHT DOES NOT CROSS ANY . O WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL PROPERTY UNE. �' PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 14 NOT USED w C N ® INSTALL 103' OF 6" SANITARY SEWER LINE AT 2.0% FROM 115 EXISTING 2" POLY UNE w aaaco 797 BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE TO X - INSTALL 45' OF 2" ' POLY LINE, SET METER AT REAR OF x��� Xnw w z EXISTING 8" LINE AT EL 296.9'. CLEAN OUT REQUIRED AT 75' 116 BUILDING. p Q J U INTERVALS. TO MATCH FINISH GRADE. m~ .OF .TF,H j 65b 'TOPS INSTALL 66 OF 6 SANITARY SEWER GREASE LINE AT 2.0% 117 0 INSTALL 50' OF 2" POLY UNE, SET METER AT REAR OF BUILDING. - 176 4" WIDE PARKING STRIPS (WHITE) 9' X 20' TYPICAL. FROM BUILDING EL. 303.5'. TIE TO 6" SERVICE LINE. INSTAL! DOUBLE CLEAN OUT AT BUILDING. 117 INSTALL 47' OF 2" POLY- LINE, SET METER AT REAR OF 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED "FIRE I ALFRED A. PAIN[ BUILDING. RED WITH WORDING - LANE - NO PARKING - TOW 66a INSTALL 106' OF 6" SANITARY SEWER LINE AT 2.0% FROM` 118 O INSTALL 1130' OF 4" POLY AS MAIN LINE TO SERVE 5 AWAY ZONE" IN 4" WHITE LETTERS. WORDING MAY NOT BE BUILDING EL 303.5', USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. TO EXISTING 8" UNE AT EL 295.64'. CLEAN OUT REQUIRED AT 75' INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL 119 INSTALL 61' OF 1" POLY, SET METER AT BUILDING. 178 O HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH HANDICAP SYMBOL PAINTED IN SPACE). GRADE. 120 INSTAL! 65' OF 1" POLY, SET METER AT BUILDING. 17 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP 66b INSTALL 86' OF 6" SANITARY SEWER GREASE UNE AT 2.0% 121 . " INSTALL 25 OF 1, POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). FROM BUILDING EL. 303.5', TIE TO 6" SERVICE UNE AS SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE INSTALL 30' OF 2" POLY, SET BANK OF 2 METERS AT 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR TRAP TO BE INSTALLED BY OWNER. 122 3' SEPARATION. STANDARD AS REQUIRED. 67 ® N/A N/A 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. 180 HANDICAP LOADING ZONE - PAVEMENT- MARKINGS ACCORDING TO TAS/ADA. 124 O INSTALL 45' OF 2" POLY LINE, SET BANK OF 5 METERS AT 69 N/A 3' SEPARATION AT BUILDING. 181 6' WOOD FENCE ON TOP OF 5' RETAINING WALL. 125 INSTALL 45' OF 1- POLY UNE, SET METER AT BUILDING. 182 5' HIGH CONCRETE RETAINING WALL BASE OF WALL TO BE COX COMMUNICATIONS - CONTACT 1' OFF PROPERTY LINE. FACE OF WALL TO BE FINISHED 979-774-2506. MINIMUM 30' BURY. PROVIDE WITH SURFACE TREATMENT REPLICATING BRICK OR STONE. ELECTRICAL MINIMUM 9' VERTICAL SEPARATION BETWEEN CROSSING UTILITIES/LINES. 182 2'-3" HIGH LANDSCAPE BLOCK RETAINING WALL 75 CONTACT SAM WEIDO AT COLLEGE STATION UTILITIES FURNISH AND INSTALL 2" SCHED. 40 PVC CONDUIT, WITH PULL STRING. ®VARIABLE HEIGHT (UP TO 6' HIGH) CONCRETE RETAINING ((979)764-6314 - FAX: (979)764-3452) FOR EXACT ROUTING CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION WALL FACE OF WALL TO BE FINISHED WITH SURFACE TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. ELECTRIC ROUTE. TREATMENT REPUCATING BRICK OR STONE. PRIMARY HAS A MIN. 48" BURY, SECONDARY HAS A MIN. 30" BURY. <a26> N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, 127 N/A 6 DOWELL INTO EXISTING PAVEMENT 12 O.C. 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. 128 N/A 184 HANDICAP URB RAMP WITH FLARED SIDES, PER ADA/TAS 129 N/A STANDARDS 76 FURNISH AND INSTALL 2 - 4" CONDUIT - 40' LONG AT 4" BURY. 130 N/A 185 ROCK INLAY - PER ARCHITECT PLAN n° FURNISH D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL SIGNAGE 186 N/A ® STANDARDS FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4" BURY<a31> 300 FT SQ. SIGN - 24' TALL X 23' WIDE - SET 50' FROM 187 4" CONCRETE WALK. 77c FUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 188 6' TALL CMU WALL ROUTE 2 - 4" CONDUIT - 39' LONG TO BUILDING 132 200 FT SQ. SIGN - 2277d B.C. ROUTE ELECTRICAL' CONDUIT TOTALL X 23' S GIVE - SET 50' FROM 189 6' WIDE X 4" THICK CONCRETE SIDEWALK. ROUTE AS DIRECTED BY OWNER. 78a ANDINSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL <133 66R00F g Q. MONUMENT - 4' TALL X 15' WIDE - SET 48' 190 FLUSH CURB CONDITION. TANDARSND STANDARDS C. 191 TRANSITION TO FULL CURB IN 27 FEET. 78b FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY 13,4, 60 FT SQ. MONUMENT - 4' TALL X 15' WIDE - SET 48' 78c FUNISH AND INSTALL 8' X 8' TRANSFORMER PAD. FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. <28j> FURNISH AND INSTALL 3 - 4" CONDUIT - 132' LONG AT 135 60FFROM g C. MONUMENT - 4' TALL X 15' WIDE - SET 65' 4 BURY TO BUILDING 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. 7Se FURNISH AND INSTALL 3 - 4" CONDUIT - 84' LONG AT 136 200 FT SQ. SIGN - 25' TALL X 23' WIDE - SET 55' FROM 1% SLOPE ACROSS BOTTOM TO LOW POINT EL 291. 4' BURY TO BUILDING B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 194 STOP LINE 790 D INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL 137 N/A SFURNISH TANDARDS 136 N/A <@ TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH 79b FURNISH AND INSTALL 2 - 4" CONDUIT - 414' LONG AT 4' BURY. 139 N/A TEXAS MUTCD STANDARDS 79c FURNISH AND INSTALL 2 - 4" CONDOR - 104' LONG AT 4' BURY 19 6" WIDE LANE DIVIDERS (WHITE). STORM SEWER (REFER TO GRADING 195 RAISED CURB MEDIAN 79d N/A PLAN FOR COMPLETE DETAILS ON THE FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. STORM SEWER SYSTEM). 196 OTO INSTALL 2' DIA x 8' LONG LIGHT BASE. TOP OF BASE FURN79e AND INSTALL 6 - 4" CONDUIT - 234' LONG AT 4' 1'40 JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING BE 6" ABOVE FINISH GRADE. SEE DETAIL ON SHEET X7.3. 79f BURY STORM STORM SEWER. 79g N/A 141 GRATE INLET. 197 INSTALL 2 DIA x 6 LONG LIGHT BASE. TOP OF BASE TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 142 CURB INLET. C7.3. 4' BURY.143 12" ADS N-12. 198 N/A ® EXISTNG 2 PROJ - 4" CONDUIT STUBBED OUT FROM HOMEWOOD 144 18" ADS N-12 199 TAPER CURB FROM 6" TO FLUSH IN 36'. 81a FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) 145 24" ADS N-12. 200 DETENTION POND OUTLET 81b FURNISH AND INSTALL 6 - 4" CONDUIT - 125' LONG201 1'46 STORM SEWER OUTFALL EROSION CONTROL AT 4 BURY TO BUILDING. TURN UP INTO TRANSFORMER 36" ADS N-12. AND AT BUILDING 147 EXISTING CURB INLET TO REMAIN - DOWELL NEW CURB 6" INTO 202 2-36" RCP DETENTION POND OUTFALL PIPES 81c FURNISH AND INSTALL 6 - 4" CONDUIT - N77' LONG AT 4' CURB INLET WALL. 20g AREA GRATE INLET BURY TO BUILDING. TURN UP INTO TRANSFORMER AND AT 148 EXISTING 36" RCP TO REMAIN BUILDING 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 149 EXISTING 36" RCP TO REMAIN. 4' BURY TO BUILDING (RESTAURANT). 150 EXISTING JUNCTION BOX TO REMAIN. 151 JUNCTION BOX PARKING ,PARKING SPACES REQUIRED SE49ONAt oun)OOR COMPONENT 1: SOY SPACE REVISIONS GSO S 250 SQU(SPACES) GE (SF): COMPONENT 2: 25% GSF (SF)= TOTAL RESTAURANT (SF) TOTAL REST. - 25% GSF (SF) _ ADD'L REST. SF / 65 SPACES/SF (SPACES) TOTAL REQUIRED: COMPONENT 1 + COMPONENT 2 = PARKING SPACES PROPOSED PHASE REGULAR SPACES ADA SPACES 1 170 2 2 636 15 3 108 12 914 29 *(REQUIRED ADA SPACES: 2% OF TOTAL: 943x2 UTILITY 1 NA -LYSIS RIMMAXPATIOS 104,898 110,444 420 442 26,225 27,611 z Xn w C N ry I- :Dr N LU z zQ w aaaco 797 U) X - z x��� Xnw w z cn F- rn zv J Q p Q J U m~ .OF .TF,H j U 26,225 27,611 50,724 56,270 24,500 28,659 377 441 797 883 TAL SPACES 172 651 120 943 .OF .TF,H j +�JAN1�S "N ANDS I ALFRED A. PAIN[ WATER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT DAILY DEMAND C RETAIL AVE DAILY DEMAND ........ 25 GPD/� PROJECT SPECIFIC: POPULATION DENSITY PER B II S UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 P RSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD 9.2 GPM ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 1.5 TOTAL ........................... 19,946 GPD 13.8 GPM PEAK HOURLY DEMAND.... ADJUSTED DAILY DE D * 4 TOTAL .............................. 3,324 GPHr 55 GPM *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK RLY DEMAND=ADJUSTED ONLY x 4.0 SANITARY SEWER DEMANDS: GENERAL TCEQ DEMAND RATES RESTAURANT AVE RETAIL AVE DELMAND DEMAND........ 25 GPD/CAP PROJECT SPECIFIC: POPULATION DENSITY PER BCS UNIFIED DESIGN GUIDELINES FOR WATER & SANITARY SEWER AVE DAILY DEMAND............ 17.73 ACRES * 30 PERSONS/ACRE * 25 GPD/CAP TOTAL ........................... 13,298 GPD ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND 11 1.5 TOTAL ........................... 19,946 GPD PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 TOTAL .............................. 3.324 GPHr *PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 PEAK HRLY DEMAND -ADJUSTED DAILY x 4.0 REVIEWED F'OR JUN 2 6 2015 COL_EGE STATION DEVELOPMENT SERVICES PLAT FILED; c'SS PHASE 3 ONLY p N U) Z z U) U) Z V z N y v 12 y o 012 a s x 'Ta N 2 2 ILI 8 v�M 0. a 04 Ilk L� Ir IL y l Ix w Ali w o 0 0 0 0 N rq rm n rn � w SCALE: 1" 30' DRAWN BY: SJH APPROVED BY: AAP DATE: 09/25/014 FI LE: SHEET ci ■ OF 4 Plant List ' Point Value Poing Gyri enxs NOTM (Botanical Na"e) KeyC,�uuantity Size ���� µ Canopy Trees 300 16,200 12/14' Ht., 3/4' Sp., Matched 54 3Y2" Col. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container +• r 300 300 14/46' Ht,, 4/5' Sp., Matched Cstocio chinensis) 6'-0" Clear Trunk Min., Container' al. Chinese Pistache (Pi 0 300 13, 800 14/16' Ht., 4/5' Sp., Matched 46 3%2' Cal. Chinese Pistoche (F'' t REQUIREMENT) 6'-0" Clear Trunk Min., Container 0 (S-i-REETSCAPE REQ ) 0 0 14/16' Ht., 4/5' Sp., Matched a 401 3%2" Cal. Cedar Elm (Ulmus crossifolia) 6'-0" Clear Trunk Min., Container. (BUFFER REQUIREMENT) Shrubs 0 0 36" Height Min., 3' O.G. Max., Rooted, Full 0 570 5 Got. Elaeognus (Eloeognus x ebbingei ) (PARKING SCREENING REQUIREMENT) us x ebbingei) 0 0 3(0" 1 -weight Min., 3' O.C. Max.,., Rooted, Fuit i0 408 5 Gal. Eloeognus (Eloeognus (BUFFER REQUIREMENT) 10 0 15/6' Ht. Min., 3/4' Width Min., Full Foliage 6' 15 C,al. Southern Wax Myrtle (Myrica cefiferi)OINTS to Caround (Points not claimed) (TRANSFORMER SCREEN1NCa REQUIREMENT) TOTAL PROPOSED LANDSCAPING 30,300 P L NOTE= 100% coverage of groundcover, decorative paving, decorative rock, or perennial Vass is required in parkingi ' l\ lot islands swates and drainage areas, the parking lot ' ,00, ' . '• '/ / ' setback rights-af-way, and adjacent property disturbed during construction. i' V yam` /• ;' t / Landscape Calculations POINT CALCULATIONS Required PHASE 1 Site Area - - 126,571 - 126, 571 / 1000 x 30 - 3,7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F_ Along University) 335 - 86' (Visibility Triangles) Recgvired 24q/0x Boo25 10 Canopy Trees 494 Steetsc�e Buffer -- None Required- 5 2qt x .5 = 2,646 Points Canopy Trees Requ' ed - , Total Points Reov fired Phase 1- - 5,2141 Points PHASE It Site Area - - 487,350 =487, 350 / 1000 x 30 = 14,621 Points Steetscope -- Major Arterial Frontage -- 1,081' (F Along University) 1,081 - I417' (Visibility Triangles) red 884/25 X 300 = 5,3 Trees is qui Steetscape Trees Re Buffer -- 30' Required `5, Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy TOM point value) 280'/3' x 2 = 187 5h(obspoint value) 280 Lin. Ft.' 6' Wood Fence Canopy Trees Reguired -- Iq,g25 x .5 = q,g63 Points Total Points RPS fired Phase i I - -19,925 Points P14ASE I I I A Site Area =- 75,091 ._ 75041 / 1000 x 30 = 2,253 Points 5teetscope None Required Buffer -- 10' Respired A 262' (R4) 2621/25' - 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Rec)ired -- 2,253 x .5 - 1,127 Points . Total Points Required Phase III A-- 2,253 Points PHASE -111 H Site Area - - 83,183 = 83, Iq3 / 1000x30 2, 446 Points 5teetscape -- None Required Buffer -- Required 3 Section 7.6 Substitutions (e) Substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. 203' (R4) value) 205'/25 x 2 = 16 Canopy Trees (no point 203'/3' x 2'= 134 Shrubs (no point value) 203 Lin. Ft. 6' wooden Feme 5 1 248 Points Canopy Trees Regyired -- 2, - - , Total Points Recigired Phase _1.11 13-- 2,4% Points I Landscape CalculationsOF �Q Proposes POINT CALCULATIONS L` PHASE I Canopy Trees -- 11 - 3%2' Cal. Trees3, 30 - 0 Paints ROBERTT t3. RUT "`•..•.•,•'•• 'k" ROBERT 8, 5teetscape -- i5 - All Cal. Trees = 4,500 Points ..... j 434 ......JA Am ;.. Only 10 Steetscape trees required. Excess Steetscape Trees _ rAwl to be used to satisfy 5treet5cape ReWirements for P I1. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for screening poking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points Only 5, 2cil Points Required. Excess points to be used to satisfy requirements for Phase Ill A,--2,509 Extra Points PHASE II Canopy Trees -- 44 - 3%2` Col. Trees = 13,200 Points Streetscape - - 31 - 3/211 Col. Trees C1,300 Paints _Trees 36 Streetscape trees required. 5 Excess 5treetsca from Phase Ito be used to satisfy Streetscope, Requirements for Phase IL OV CORRIDOR OVERLAY DISTRICT -- Vegetation used for, screening parking along University Drive accrues no point value. Buffer-- 30' 280' (RI) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tree6no point value) 280/3' x 2 = 187 Shrubs (no point value) - 278 Lin. Ft. 6' Wood Fence Total Points Proposed Phase 11--22,500 Points A: Only Ig,R25 Points Recipired. Excess points to be used to ,satisfy requirements for Phase ill B.--2,575 Extra Points PHASE III A Canopy Trees -- 0 - 3Y 1' Cal. Trees 0 'Points Streetscape -- None Required 0 Points Required Points for Phase I i l A to be implemented in Phase 1. Buffer --10' 262' 262' 25' = 11 Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) 262 Lin. Ft, 6' Wood Privacy Fence Total Points Proposed Phase III A-- 0 Points A: Excess Points from Phase I to Satisfy Requirements for Phase III A--2,544 Points PHASE Ili B 0 Points Canopy Trees - - 0 - 3Y'2' Col. Trees = 0 Points Streetscape -- None Required Required Points for Phase III B to be implemented i' Phase It. Buffer --301 1. 200' (R4) V 200'/25' x 2 = I6 Canopy Trees(no point value) 1 1 e no int value) 14 Shrubs point 3 200'/3' x 2 ( 200 Lin, Ft. 6 1 Wooden Fence Total Points Proposed Phase III B-- 0 Points . A: Excess Points From Phase It to Satisfy ReQl,irem is -F for Phase III B-- 2,575 PN. oints 30,300 Total Pants NOTE= Total Proposed P Existing site and building. Not part of proposed site. ��- \ 5hou n For reference only. - ` _ / "%! / / i �yJ j l i! •` i, �„--.,_�- - J�^: a --._- � \ - N 0;00e : r -- 1 t '�.:. - /' ;tel-=•—` � r ;< ,;...- fence .,..•• 1 Wooden /, - ! tAloe9 Buff , : a R / s T�` -t r >- 1 v 1 ' Wood Privacy fence i _tt , c , t�' �yJF a ,-�:" .. `•, .. .,. i• --____i----- '= ._.. ---- ____ l��:a •-- I .. L 1 _ ' i ,r•'J i - \ . ., �.� � �. � .,- � , / % - � 4J � y ! Y T , - _ (fes\ ~ ' Nk J> \t /I 3htl� , 321fj . 3N ie NG %FlR I y \ 4-) AL ji C JT GS a. R=VIEWED FOR' . �►� - _ ^ - -�- — ; - N \ I . ` /r , y r r ` L,, �i 1jp ifr ' "+► �1{f 7y�. �� �/' � [-. � r _ I �i `w+ E � , - I �•. SNI -• - -- ___ - � / >. �.r� JUN 2 6 2 015 Lam• _ r t t •t t 3N� `'c. . ' r, ., ,. , , .:. '� COLLEGE STAT ON ' ON t i t: l+ xtlM Z PMENT:SE2V-ICES DEVELU tr> - 1 . .. : �. P�AT FILED...ED..PHA PHASE - L\3 EWE,. FOR J o _-- x E' { \ ' ` ♦ _ W t U ' 1.13 .. .... - � X ��� :' ! � I _._ »,. :a ,;• 1..; ->:. '_I ., � .� - is 7 A JUL 1:5 C -i• , r : , t 3J _ • ti b STATION I Q� Ira 4. t m � I .0 ,S r ' s�v�s _ __ C 1 _ ______ ,; ,� _J 1R 3 ti .z_ 12,4-04 o i JMR ' ♦ ♦ ...... .j ., \ t _ + Ll :4-24-05 7-7-06 RBR Landscape 1. l " I I 1 i 1 l ...... _. %1 North I —� �.,. �, �=¢ 1 __ Sheet Number 0 Ref : None Scale= 10=0 �--� O W Verify all dkrwukm before cawuvction•'``� Q Tr —. .•-. 8 r oQ' OP : 4 aniii Sheet i of 2 1 �f y {�/� 6:t Plastic Valve Box 2" Master Valve .. (optional) irrigation Main Line 6" Plastic Valve Box Ile' Plastic Ball Valve Plastic Meter Box (iq"x25" ) IV' Water Meter Compacted Native Soil Undisturbed Native Soil Copper Flow Line From Tap (Size Varies) NOTE: • 110V power to be be provided for irrigation contractor by Owner. Lateral Line Water Proof Connection (Typ. ) I" Remote Control Valve: Rain Bird PEB Plastic Valve Box with Cover Finish Grade/Top of Mulch General Irri anion 5 ecific ItionS 01. All main lines are to be SCN 40 PVC pipe. N,�.L ' ' �fff Sffffflfff fffffffff if 02. All lateral lines are to be class 200 PVC pipe. ROBERT B. R.. f1f• Riff!fffffffffffff•,H 's 1434 03. All fittings are to be schedule 40 PVC. f 04. Ail wiring is to be 14 gauge. t>jtios�', 05. All sleeves to be Schedule 40 PVC pipe.. 06. All valves are to be Rainbird PEB series automatic valves. a�2aio5 07. Size Controller to accommodate irrigation zones. 08. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the Owner. : Oq. All irrigation components shall carry an uncond'ti nal one year ARI - _ guarantee (materials and labor). 't (Or Installation of all irrigation components shall be pproved by i, Water --- r -•; ', Flow In Landscape Architect, Owner or Owners' Agent before pipes deter Flow Out - -" - }' ' are covered. N x t0 rinklers -. ' irrigation ditches shall be backfilled and tam' ed. Clods and debris s i All r a _ _.. _. ; ; --- . - , - • _"_y �- _ _ PV Main Line Pipe unearthed durin trenchin shalt be removed from the site. t� o, _ _ - - i _ -- -- t - - - _ -- -- -- -- . , -; - = - :, I 3 i / Water Meters shall be provided by m - -_. - t i i• - - , 2 2 p the Owner for the 4 N I _ irrigation systems in the areas indicated on the Plan. 13. The Irrigation Contractor is responsible for complying with the City ! Double Check Valve Assembly of College Station codes and requirements. � (Install as per City Ordinance #2384.) 03Remote Control Valve 14. The Irrigation Contractor is responsible for installing the Double Check - 8" Pea Gravel (for Drainage) RAIY1b1Y'd PEB Valve Assembly according to the City of Colege Station requirements. Enclosure - As Per City of College Stations Requirements Ref: Nave scale: Now 15. The Irrigation Contractor is to lay out individual irrigation zones. The Landscape Architect is to discuss and approve layout before implementation, ouble Check MPR plus nozzles y pe y in lawn areas. 02 I;o. Install bubblers on ever tree and Cra Myrtle , SSembly -Toro Custom Command (size per plan) I6. Design and layout of irrigation system is to accommodate the phasing Ref: None Scale: None , Irrigation controller of this project. Anchor securely to 6" screw-in extension Wall (add as needed to Maximum Design Flow per Zone: 1�2" Water Meter - Not to -exceed 70 GPM, spray over shrubbery) t-,.Twr ' h -� � {( Lia^" ' � .ar ,'r, •``e FLOWEPSIM HEAD WHERE RE,QUiRED t� MPR plus nozzles 3.0 nozzle Conduit for 115v power 3/4 conduit for _ (size per plan) Remote control _:;;• �� ' ,� ' Approved backf i 1 t � .13. Conductorslocal er _ �_ p Valves and sensor wires=��-��_�,-,,,t' _�` Nipple , At finished grade And national codes `�-$`�-•-L-t - - t.. - Secure to watt with _ _ �- �- �t� Approved backfill Appropriate pipe clamps Lateral tee Approved backfill oro m Toro sprinkler -" f--- Lateral pipe '"�-- TURF HEAD Toro 5742 sprinkler TURF HEAD Plastic cut-off nipple 6' Pop-up Nipple 4" Pop -Up Lateral tee Lateral tee Lateral pipe NOTE: Add modules as needed 05 Toro 570 Series Lateral pipe to accommodate zones. FiXED-SPRAY SPRINKLER Ref = Nona State: Nate Toro Custom Command Wall Mount wool "- 06Toro 570 Series 07 Toro. Mini 6 Series t i Spray Sprinkler Sin le Stream Sprinkler 00. Metal Cabinet : Ref= None Scale: None t t ! Raf: None scale: None - Ref= None Scale. None r Aria 3� _ fve+waY YtYaas .ts,••tY M.•,fIH •f+l•+.e : 7 • _ g, -! • .. Area 2- ;' ,' • : , . d _ MPR plus nozzles < x. �l size rplan) • � .. ... _� -� ( l�0 series nozzle >="�-` —�- -' 1 .. •.-.,-: SiZper tan _ _i r is • - A r: .r- - • 500 s e r .5t f inished rade oro bubbler \ _ � • Flood bu e -- ! l l Approved bac k _ A ed f 'l� p DV HAS p :3 -: - nlatdm - d backfill A rove •; t ...t^.: •_+QTS p t t- _ •- TURF HEADHall VaaP-) le Cm12" Pop-up NippleTOro 5 70z sprinkler Nipple a ° Lateral tee tQl - \ �� .�.4 ;.,, Lateral tee Q ,Y _ ' t Laterat pipe " ` ` _._ .._.. Lateral pipe �. P SE -111.A: �/' .�" AL "''� ' -i - - _ :;. - - - _-- - =-� - -� - } � s t - !.� s �>_- -- �-' � - ' � .,�- _:.-_w: �. �_ _ , a t' � ti ';•• --_- _IrMLdLON so_R�lOnj Toro 570 Se ries Toro 500 Series Spray Sprinkler Flood Bubbler >•' 4 i Ref: None Scaie: Note Ref: N score: ;� Nom t Nor►e e 1 Capc?Ff Nat - 1SGN m { For k -- - ♦ �.. V- ,lir. _._. J N , -- — r----- - - _ - . _i - laolatbn_. _ _. _ _._.._ _ -- �,iook, 't.v ---;-- ^r_ -i--_ — __._ _.__j_-__ �- �-VI- J iLi f' n a \�'_'—_y�''��``:i `;i :'♦� r✓ . NOTE: Ball •----- instal led TAP TAP • Back Flow Device must be ntested un installation as per *2)� 1� .� f C Ord i Hance __.__ `-_ _._- ..__ �r -•," .__' .1:: f T :t• :i � ,\r��.:�--y ,� r .R: r' ` City ,tea , i � — er- - � .X•� \ _ S, 3: s� t f; , +_. • •. Double Check Valve t ve Assembly mb lY Shall Double bt b- e k bsehcForP1 lwo wPr to OT/R! -Station -r CityDf COtte (Ano t) PHASE 11 Installed asPHASE 1 2 hahllne V Hal Valve ve T and RequirementAfrj �S �ccaor9(�( > ` • :: �r __ _ .. t_ _____ _.... .__... _. ___ I _ ____.. ____ 1�F t f _ t- Model us t be on City of C o Ile e Stat►onDouble Check Valve Arsern t Bran i1 dand , ... i_. . i S f it .. .-_.'-t. •.. , .:' .. ..:• t :t � vselrler Approved E List. �p.ent , f -" _ N r k AREA 3 A -R --E FIV -1 t- a c s r fi-........r-.�.: • b - - - -- - - 4 S' h 40 PVC Li Sleeve • o � _ � _ T .�.. ;;.,:;�.�1 .l a � ,: •� �� •, Date:: 10/1q/04 �+ ef'LL Irrigation Contr�tler -- : l MR '~ > - ,� - - 4-24-05 - JMR Isola ion PVC Boll Valve 7/1/05 RBF` ' ) (size to mainline Pei 93 4 �— o ._ -- --= _ ® �� o- EVIE V t 2t� Sch 40 PVC Mainl"ine o� °: �- �- CnmPl- ANCA � n Sheet Nurn�er.• Jt1� 1 5 Zone % � Double Check Assembly (D North U N I V F= IR 5 1 7 Y D R I V E � Landsca � Plan Ref: None scale: 0-60' j' HQW Verlfy ell &rwwl" befom cors# ucN�n#rt c . U. (D North U N I V F= IR 5 1 7 Y D R I V E . . .. .I. :.;1...17*:,"I' . .�.� . Pl o nt L'st .. .. .. . .. . I . . : . t�,:�;."`',;­._1.,.,;.-�.5" . . . . . .. . . - . . . ... .. . . .F .L,,. . � .. • . A::. I . . .,.14 . . . .! . . . . ... 1, . . . . .. I ... ... . . . .. . . . . . Point Value Points' Comments Key Quantity Size Common Name (Botanical Name) N Canopy Trees Cedar Elm Ulmus crassifolia) 300 16,200 12/14' Nt., 3/4" Sp., Matched + 54 3%2" Cal. Ge ( (0'-0" Clear Trunk Min., Container. r. . 9 300 300 14/16' 1-4t., 4/5' Sp., Matched . 1 3% 1, Cal. Chinese Pistache (Pistocia chinensis) �',-0" Clear Trunk 1"fin., Container ; 0 i chinensis 300 13, 800 14/16' Nt., 4/5' Sp., Matched. 4(0 3%2" Cal. Chinese Pistache (Pistac a ) 0-0" Clear Trunk Min., Container 0 * .(STREETSCAPE REQUIREMENT) 0 !4/!(0' Nt., 4/5' Sp., Notched 4ci 3%" Cal. Cedar Elm (Ulmus crassifolia) . . 0 _ . 2 V -0" Clear Trunk Min., Container (BUFFER REQUIREMENT.) . . . . . - Shrubs . laea nus Elaea nus x ebbingei) 0 0 36" Height Min., 3' O.C: f"lax., Rooted, Full fl 570 5 Gal. E 9 ( g- 11 . (PARKING SCREENING REQUIREi'1ENT) . Elaea nus Elaeagnus x ebbingei) 0 0 3(0" Height Min., 3' O.C. Max., Rooted, Full 408 5 Gal. 9 ( . . . (BUFFER-REQUIREi'1ENT)� 10 0 5/6' 'Nt. Min.. 3/4' Width Min., Full Foficl9e . (� 6 '. 15 Gal Southern Wax Myrtle (Myrica ce f i f eri) to Ground (Points not claimed) (TRANSFORMER SCREENING 42EQUIREMENT) 'TOTAL PROPOSED LANDSCAPING 30,300 POINTS'. . - 4', j] NOTE: . 100% coverage of groundcover, decorative paving, . decorative rock, or perennial grass is required in parking lot islands/ swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. -- m- . . . I . . . .. . . � . . � . . . . I . . . . � .. . . . . . . . . . . . . . . . I . : � I . . .. . ` . . j* ; . :i%/, //j� / . / ' ', >\1 ' j Cil, yf', , , fh //11/6t.1,11", . . lis ..l \N �, ,%l.• ,X 1 )`� I ". /i/ . . - . . k :// ,/: /; . / %/,. /, r ; / i �/f /' / , /` •✓ ;<. ''%, // : Y .�c/ k /moi i ; %"';, /; // / /// �i / f' l / , / /,.� 'i kfI �.. /, ,. /'� `.� %/, V �/� //J� // /./%,/� i,%: // Y/ /, I , j // ,' / / �/ / f1 / 11 % / / / ' / ''i ///./, ,� // /i �/ / / / / 11,( % / j . ! , // I ! / X / �' /\/ ' ' ,,' \ // ; f ' / / ids �i//� /�/// � l \ f// / / // / ;/ //�'b' / ,i j / -/- ,/ ' ' \ is /' /,": , ,/% .;' //.� / / I�: Ii //,/'/i /,' I \.\ \ '/ / �/ '/,: / // I i l\ \ `1 ` / �� /f:; \ ., ..Z i Landscape Galculations. . POINT CALCULATIONS . . Required . PHASE I Site Area -- 1261571 = 126, 571 / 1.000. x 30 = 3, 7q7 Points Steetscape -- Major Arterial Frontage -- 335' (F Along University) • . 335 - 86' (Visibility Triangles) = 248 / 50 x 300 = 1,484 Points Steetscape Trees Required 24ci/25 = 10 Canopy Trees Buffer -- None Required Canopy Trees Required -- 5,2gi x .5 = 2,646 Points • Total Points Reauired Phase I-- 5,2gl Points . PHASE I I . Site Area -- 4571350 = 4871 350 / 1000 x 30 = 14,62i Points, . Steetscape -- Major Arterial Frontage. -- 1,081' (Ft'. Along University) 11081 - Iq7' (Visibility Triangles) = 884 / 50 x 300 = 5,304 Points . Steetscape Trees Required 884/25 = 35 Canopy Trees Buffer -- 30' Required . "B" Section 7.6 Substitutions (e) substitute Masonry Wall for Fence by Doubling Buffer Yard and Buffer Plantings. . 280' (Ri) - (to be rezoned higher density) 280'/25' x 2 = 22 Canopy Tows point value) . 280'/3' x 2 = 187 Sh('obspoint value) 280 Lin. Ft.- 6' Wood Fence Canopy Trees Required -- 19,c`125 x .5 = g, 963 Points Total Points Reauired Phase 11--1cl,g25 Points PHASE III A Site Area -- 75,0g1 = 750gl / 1000 x 30. = 2,253 Points Steetscape -- None Required Buffer -- 10' Required . .,�:: . 262' (R4) no point value 262'/215' ='l1 Canopy Trees. ( p ) . 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Wood Privacy Fence Canopy Trees Required -- 2,253 x .5 = I,127 Points Total Points Required Phase III A-- 2,253 Points . . . . PHASE III B Site Area - 83,183 = 83, Iq3 / 1000 x 30 = 2,496 Points Steetscape -- None Required Buffer -� Required B` Section 7.6 Substitutions (e) Substitute Masonry Nat l for Fence by Doubling Buffer Yard and Buffer Plantings.. 203' (R4) 203'/25, x 2' = 16 Canopy Trees (no point value) 203'/3' x 2 = 134 Shrubs (no point value) . 203 Lin. Ft. 6' Wooden Fence • Canopy Trees Required -- 2,4% x .5 = l; 248 Points 1. Total Points Reauired Phase I11 B-- 2,4016 Points Landscape Galculations . . Proposed POINT GALGULAT10N5 • 1. PHASE 1 Canopy Trees -- II - 3%2" Col. Trees = 3,300 Points . Steetscape -- 15 - 3%2' Col. Trees = 41500 Points Only 10 Steetscape trees regpired. Excess Steetscape Trees . ... . to be used tv satisfy .Streetscape Requirements for Phase 11. . ... OV CORRIDOR OVERLAY .DISTRICT -- Vegetation used for screening parking along University Drive accrues no point value. Total Points Proposed Phase 1--7,500 Points . Only 5,291 Points Required. Excess points to be Used to satisfy . requirements for Phase Ill A.--2,509 Extra Points 014ASE I I . Canopy Trees --. 44 - 31 " Cal, Trees = 13,200 Points Streetscape '-- 31 - 3V' Col. Trees = q, 300 Points 36 Streetscape trees required. 5 Excess Streetscape Trees from Phase I to be used to satisfy Streetscape Requirements for Phase II. OV CORRIDOR OVERLAY DISTRICT -- Vegetation used forscreening parking along University Drive accrues no point value. Buffer-- 30' 280' (Ri) - (to be rezoned higher density) . . . . 280'/25' x 2 = 22 Canopy Tree�no point value) 260/3' x 2 = 187 Shrubs (no point value) 278 Lin. Ft . 6' Wood Fence Total Points Proposed Phase' 11--22,500 Points . A: Only 19,cI25 Points Required. Excess points to be used to satisfy requirements for Phase Ili B.--2,575 'Extra Pointe PHASE iII A %. Canopy Trees -- 0 - 3V' Col, Trees = 0 Points . Streetscape -- None Required 0 Points . . Regplred Points for Phase III A to be implemented in Phase I, Buffer --10' 262' (R4) 262'/25' = II Canopy Trees (no point value) 262'/3' = 87 Shrubs (no point value) . 262 Lin. Ft. 6' Hood Privacy Fence . Total Points. Pro 2osed Phase Ill A-*- 0 Points A: Excess Points from Phase I to Satisfy Requiremen s .. for Phase III A---2,50-1 Points PHASE I 118 Canopy Trees -- 0 - 3!2" Cal, Trees = 0 Points Streetscape -- None Required 0 Points Regp"red Points for Phase Ill B to be implemented in Phase II. Buffer --30` . 200' (R4) .. 200'/25' x 2 = I(o Canopy Trees (no point value) 200'/3' x 2 = 134 Shrubs (no point value) 200 Lin. Ft. 6' Wooden Fence Total Points Proposed Phase III B-- 0 Points . A. Excess Points from 'Phase II to Satisfy RecVirenents . . for Phase Ill B-2,575 Points NOTE: ;�• Total Proposed Points -- 30,300 Total Points Existing site and building. Not part of proposed site. �r� " ' ' .. "' -, Shown for reference only. . - . _ ---- _ __._..._' . . . /. _ --- it B _ _ �'A._..._ B "' . irl i__/ if^ `r- - ,_ - - . ' ' ./, r�rr/' ~� . */P/� - , .1, � l; ;,,y am ;' ' ' / j !. _1--IIIIIIIIIIIIII 1. 6' en Fence . 1 :� woad r' '. ., Nth .' .-t Along'Buffer) KING- / . /` ` _ . \ . - I - _ %11 _ tR r - D 1 l — - -- - ' -.----"-I----- 02 ...�..�.,....... __... f #-'-- _._._._._ ---- — - / l t S _ -_- - ._.._ �..... _.� ..-.____... - .. . ,, I I , r' - ._.. 111 --_._ t t ._- --- - _— _. _ . .t _ i 1 i .:; -,.-..--_ !__ �_i`�* -, ..", . - i ­_ _ .1 1_'' I ­­ _­_ 1, . .il.,; - '"' , . ,� -,*;- - -, ��'-,z .���*".��,*�.'*�:�,,�,�,.��,\"-","*"-...". .�!�7,--,.--"*---5 `��', ,.,.,...,,. ­. - - _,mk -- I � -1 , * "I _�`, ­;`*� 1�I " . }!" 1�� I -.T_ — ��\\... .:.r .... .,.'' i _� �. " , �\ . .r - _.-.....- _ t,, . i t �,. _�� P . (LI I. \ \ --� �. ,­ , . -.el\. \ V , . . . ... .. . + . . . I . C�\ . , Nk '. � . O KING �` + + 1 f . i I 4 _ _____ ! 4._.t I __i - - -- — --- , - - i , F i - - i i _ 1 r ��� _ ,� 1 i i ► ' . �Z.= . —'- - — T. . ' a i< -- \'•T,.�J „ T. * Yds.. / i:::_ 9 1 1 1 i� 1 1 ­ �, -:i,,,, :r, `fir' �W" _ ---� /' ' \ i �—•---" ! / 1 /, \r, i ',.....,... �_ / __ __- �T� ` �E_� — I_ --t --i \ . 1111 i \ '� T' ; ��/ ' ,� aye' �r� I - � / , �".+ -_> M + d ONL. 3Nb 1 z- - , � \ r ,- ` \ `i .4 add 1 ( �. (�S' t ''. r t '7 ' I i' i i \ �\ \ -- . -- �- - �� PHASE 1 t , , -__�- = ---- _- — t , C �, x� -- �- . i 1 - r a - �.Z:, o� �� �P3E �F•°re���Qb ° 00 o tr 4 :%^ ..• .... 0 0- .°�•ROBEl2T•�S. RUTM 0 � ° 1434° ©4� 9 •%%tCISTER�� 10 �4s oci Q� QQ ' c§' 7/1/05 _ W •+ 'N to NCN W. 01 LYnm U�- �}i � � x co L ..,,, c y n r U- was ao<-_r 00 W:nn . an � ;I .�,- .,"00 - i iI,-I *—,-I---- +, . � �;;,.'. �,�i`�,`,�!.�� - . : . � ) : I 1 --{ --- __ ' — _ __ __ s . �� i `, - , ` JUU 1 5 2005 i a 3 _ -__ \ — -- -�? i . '� .� — �- / 1� \ " t �,:. 1i COLLEGE � � Date 10/lq/D \ < l :; .. l tIS•. I —_ `►' - 4 '1 5 `� _ s,� iJ. RG' V I S I Ort S it �. �!� >,; } • �;;,, - -_I - __ i I 1! I 1 11 I I" i s'. 12-q-04 JMR t t t t MLj A, %� I i i!; I ; , t , 12-14-04 - Jl'1R -s-9 4-24-05 - JMR - - , ---- -- --1. 7 - 7 - 05 - RB R -1 M�-MOl 1 . i . ,. '' r/0 --- \`-. �'---_�". Sheet Number ; .I �,' (-,0 '' / - 1. �, --- 8 +n�/' . . \..', ,. . - . I; •IAI , I I =, ' j /{`' . . . - I_ ­ � � , '­­ , , � � , - -- �,-­.. ,.­ - - ­ -� ��--� ­­ �,­--­: -7'-.­� - , ­ '.. :- :--- 1-... % ..- , . ..-.:. r. : - -.1 ! % - -. --, -7 . - !" � ".. �: � .. ... . :- 7 ­- ­ ­­!­-�- ­ � .... � - �-. � : -, � - " , :.. ­: '. -.��- �­ . . . � ­ z�. - .. , , - '� . ". , ., ". , - , � - � � ... ... . ­­ 11.1-- ­ . .,:. ­­. .- . . . . . . � . .[, ­. . . . .. I � - I . -, , � : � , " - ... : '. .. - -­ ---- : - , -, , .. � . % - ­ .., , ... . ... , : , ': .., - ... . I. . I I .� . i.-1::.. I., -­ tm..­ i--, - : ... �­ ...",... .. �!.. ", � . � . - . . ­ . . � . , . , . . - '. 1: -1 ..... . t- . . .� - -. '. . , a %-, .. ­ - . - . ., � ­ ­ � , . . � ­ - -. - - �- � ; '. ­ " - - : - , . '; .: " I . . � . - .. - .. . I . . .. .. I . . . I i .1 . . . . I . � ­� - - � .. , . .. � . .. . $ .. - .; I 1� - - - - t� - ... .. - Z , � I - 1 ­ '. . � ; , ..... .. . ­ . . . . ,. . .. . � ­ . , . . '.. .. ... . . . . . � , , ; ., � - %. . :. � t. � ..... . . . I � � , , . - . . , . . I . . . . . . . . . . . . . I . . . .. . I ,. .. . . .� . :. � e. . . :.. ., . : -11. .. . . . . . . . . i - . . . . ... . .. . .. . .. . . . . .. ,. . . ... . . . . .. .. � . .. . .I ... .. . ... . . i .. . . ... .� .. . � I . .. .. . .. - .. . (o11 -10SI LIC. . Valve e . -t.OX 61plastic Valve Box . . 1%2" Plastic Ball Valve . . . . . . . . .. . . . . .. ;. . . . . .. . .. . .. . . - . .. ... . . . ..I . . .. . . ­ . . ..� I . . .. . . . . . . %:. . . . . . . I . Plastic Meter Box (19"x25") .� . . . . . . . . . lt t. .. . ..:. � . . . . . . . . I . . . . . . . 211 Master Valve . . t I I � . . . I . I .. . . . . . IV' Mater Meter . . :. . . /n + " ,.�, i ) . . I . . . .. . . . . . . . . . . I . . .. . : . . . , . . . ..... I . Gene'rol Irri-go.tion Spec'n icotions . . . . i .. . . . : .. 01. All main lines are to be SCH 40 PVC pipe. , � . .. e �.. 02, All lateral lines are to be close 200 PVC pipe. - . ­ . ­ . - I . . . All I r;+.+ ; 4- k,t, e--,-k,,.,A"lz, A P\/( . � - . .�; .. . . I k V L"" �. . . . � . . . I . . I-) . IltdZ;l are 1.1 . I . . ", % 0 1. .�. . . . � . . . � . . . . . . . . I . . . . . . . . . ! . : I %.....IST � . . . . ; I . i 0 . C7 . .. � . . . Compacted Native Soil . . . 04. All wiring is to be 14 gouge-. . ! . �: 1J, � . . . . : . .. . . I . . . . . . . . Water Proof Connection (Typ.) . . : � 14 . . . . ! . '. . . . . 05. All Sleeves to be Schedule 40 PVC. pipe., . : I I . . 1. . . I . . .. . . ­ . . . . /24/06 s .. I . ... . . . I . . - Undisturbed Native Soil . ...: Lateral Line- I" Remote Control Valve: .Rain Bird PEB 06. All valves are to. be Rainbird PEB series automatic valves.. . �.. . . i . irrig'ation Main Line �,-11 Plastic \/,ni%/., R,nv iiti+k rnx/.::,r . . 4- A-+ irrigation -7/-1k­1,0,Q . . . � . . I . .. If 0 /. Size Controller LJ U(-�11.1; I It I IV �- . * . . . . . I . . I low Line . . . . . . . . .. . � . . I 08, All valve boxes (plastic) shall remain flush with finish grade for a I . . . . . . . . . . I . . I I . I I . . . I . . . I . . I. . .. I . . From Tap (Size Varies) - . ,,,,� /-�.,W,,,,�&Affi�,�, --* Finish Grade/Top of Mulch . � period of one year or will be raised/straightened at no cost- to the Owner. .:. w . . . - . . . . 11 I / B 1, . . . - .. . . . . . . . I I 1 il . : . . . . . . -- t . - . 1. . . . . r I i .. I 3" ho. ]-.--I � . . I � . . . Oq. All irrigation components *shall carry on unconditiona . T ... . -- . - --- .. ------ - I . . - . . ­ . . . . � . - JIVe . -- . -- ! . � ---xx ! iLl I li ---- ­- . � . .. 11 I .. : . -', I i--- � I . . . -. antee (materials and labor). , I -� . . 11- i [ , .. .71-1- I . . I . I i 1, . ; , M-� I—. ­ I . --- - I . .. I 1 1; . . . d by I I.. - I- . . . .. .. . : . -- i. I ! I - . . . 10 . Installation of all irrigation components shall be approve . . . - - I- I . . . - .. . =1 I i- 11 Water -1 il : . . e -ore pipes . � . -,--- - � . I :ii_ I ill - 0 Flow In . . . . . '.. : i- i . . 11 *1 . Landscape Architect, Owner or Owners' Agent b ' .. . . Flow Out -= . 4 ( - i I - . � . . . . . . . - -- 11 . � ,i It - I Meter -- .. .� . . , I I': . . . . ed. . : . . - . - ! . I - I . . . � . ; - -, I ... : 1 1=J . . . . . . . � - w. (to sprinklere I - OC ,-- - -..-. I I I - I led. Clods and debris � " F 7 11 T " ­ �71 �.., � ,. ... I � , - 4 ion ditches shall be backfitled and tomr ; -i I -1 ------ . - 0 - . -.--- i � 11. All irrigat I I l/e.... .. ­'. ,.;,. �.��� III 71 11 I . . ; !!-- ! 1= "'. ....;, ". , �,. 4 ,01, I I ,r,.,- - ".. 11' . . = . i \- . , I - " ­�, .-:.�-.� �­- , �.. �. --- ; . - I � . . -noved From the Site. � i I I-- - . PVC Main Line Pipe . L!, I -I I -.-- I I ;; - '.. '., ".." .= I I==!- I =1 ­ , . . - i- 1--i I - i . . : . . . -I =H F. . . �� or I I 1=1 i i=i] i=1 I 1 :, i I i=1 1- =I . . . ! i --- - I I ­- 1 1 . . � 1 I- I -ill -1 . -7 . ­ --I I !----1 ­ , I I ------ . . unearthed during trenching Shall be rer . . . . ;1! ; IEH . I � -,L1-1-F-,- � -- . . I -1 1 li� . ..---; ! 1 � . d,d by the ­ ­ i I I . I . J 1 ,- 1 I- I - I -7 I . f . ; � I I - .--.T - I - i I .­­! --- i � . Ill— 1 ; ; .1 --'--I � � - - , - 3 - Q2" V4oter Meters Shall be provi . : ; i- 1 12. ii I - i I -,-.-- -! i .- � -:__ .---I I �-.-I 1 ----i i - -L-E!�i,�--­,:l ''i �,,. . . --­ 1 1 --1 1 I i -Ill: I 1 - , ­­­­ i 1----i i i-- * -! i i- - I .- I=.-- - J -- - i I � --- i , i ---- ,� . . ; -111 . . I -. ---- I --I 1 -1 !, -1 = I 1, --- . I I I -��. I ----.-I I I -1 i i � i'-- ­�, . . . I ­­ I I . . . . I - � - i �---{:_.____:I, � - i i--- , , Ion. - . . ... . ,,'--,i ­ I I --:. --- =--,-! ­ -- I . . �-- I �. I . \-<-! I i---,- I I-= I ­-- I i I . . dicat . .. ,... . . .. - ­ -1 - 1 : I 1 --IL . irrigation systems in the areas in .. .. . . �j 1 -- 1 i . � : 1: . . : . . . . . . . 13. The Irrigation Contractor is responsible for complying with the City . . . . . . . . . . . I . . . . :. ... . . Double Check Valve Assembly I . . . * * . � � . of College Station codes and requirements. .. . . I - - . . � � . . . . . I . I (In5tall o5 per City Ordinance #23q.,I4.) I. . . . Remote Control Valve . . . 14. The Irrigation Contractor is responsible for installing the Double Check � . i , I . . . . . . . . . I . , . . . . . . . . . . - � . 03 bird PEB . . . . . . Valve. Assembly according to the City of Colege Station requirements. .. . . . � 5" Pea Gravel (for Drainage) . . . Rain . . ' . . . . . . . . . . . . . . . . . . . . . � . . . . Ref- None, Scale: None . . 15, The Irrigation Contractor is to lay out. individual irrigation zones. The. . . . . I � 'approve' . . . . . .. . . . . . . . Enclosure - As Per City of College* Station's Requirements . . . I � . . . . . . I . . . . . . . 4. . Landscape Ae-/-ki+,p/-+ ta +e) A;c-,-",--,-- nn, ­4 to e mnlementation. : . I . .. . I . . . . .... . - . . . .. . . . . . � . . . . � . r . . . . . . . ... . �. . . .I . � . . ouble Check . . . ,� . . . . . . . . . . . MPR plus nozzles I . . . . . . 1%'O,. Install bubblers on every tree and Cr pe Myrtle, in town areas. 1. % . . I . .. - . . . . I . . I . . � . . . .. I . .. . +. +. ... + . 02++ �ssembly + . . . . . . . . Toro Custom Command . . + i . (size per plan) . . � . I 1. I . 16. Design and layout of irrigation system is to accommodate the phasing . . . . . �. ,' . . . . Ref t None Scale: None . . . I . + . . . . I . � . . .. .. � . .. . . . Irrigation controller. . . . . . . . .. . of this project'. r . . I � . . . . . .. . . I'M . . . . s . I- . . . -in extension . . . . . I . . . . . G" Screw . I . + . . . � � .. . * * " Noter Meter - Not to exceed 70 GPM, . Anchor Securely to . 0 . � � . . . . . + . . . . � . . s . . . Maximum Design Flow, per Zone: 1 �2 i . . . : .. . . . . � . . . . . . . . ­ i . . .. I . . . Nall. . . I . � I . . . . . . . . . ' . . . . . � . � . . . . . .. . I . . 0 r shrubbery) + . . . I . I . I �. . . . . . . . ­� .. . . . . . . . . . . � ­,­'� � i--?-,- I. ... . . . I . . . . . : + . . + + :3 , -,,,, . . . . . � . . . � . . . - . . -,, � . . . . . - I . . . . I. . a I : , . . . . . . . 1� L , . . . . . . . � I - . . ,� - � I . I +. . I . . � . . . . � . , I ,,, . . . . . . *. �.. I .. � . - . + . I. . . . , T *7(-,,- - c ­, . I - -�� - '. . . - I . . . I . . �'--� , -T � �1�1 . . . . . . . . . ,- , ,-- 4 --r--- -r - �,­ - -1 . . . . . + ,Z� ,::- , 'Z -,, FLONERBED I . . . + � . . . . . 1 7 � :� <­ . . . `[ � . . . . . . . . � . . . . . . ' I " . ' ' . p . . . . :- I . . . . + t,� `,� -,--�,� � ' � �'�� . -� ­� ' WHERE REQUIRED I . . I . . . . . . _ �� , -, �, ':':�-,,- . . . .1 . I . . . I � z� , � I . , . . �� -� . . I � . -J\r- �� �� -0 . I . . I . . ... . . . 13, 14 . . -A�­Y . . . . . MPR plus nozzles .. . 3.0 nozzle . . � . . . I .. . . . 0 � . . -,� I . . I . . . . . .. I . t�� I -�q-z­-, - - .. � . . � . .. - . . I . I . . I— N . . . I . . . . -! . . I . M 3/4" conduit for - , ttitElHig-lig-�,il=J! -HIF . . . . (Size per plan) . . . I . .. . .. I I . . C . : .. . a- .. . lil -L- .. � � . .. . . u . � 1��Ml 1 1�� I L*�- -1 I = . . - I -, it I ==- 11'. E- I i F --I I I - 1 1 + . . I ,�Y , -1 W, . � , . . Conduit for 115v power 0 ' . a . . �i ".2 1� ='ll 0 ". `W�i .1 . 4 i3 .­­ .1�+�jF-J� I . I- -Lij�.W D:--!::�= !-7 Approved . . ­ ".11.� t- . . Remote control . I .L -,r I '� ". - ed backfill . . . . .- " ;1i.11 ., . - . . ­ F- LL7j ..1f,i0FI, . 0; -1 : . I I @.!::,11! . . . . "I .. .. - J� 1� * - ,---- g-.. -g-. ; -0 '' ` - 'I'-- Nipple . . 1P .. . � I � . .. .- :Ill-- . . - 'I = . . . -I - I � . . tousliffiwalkikim . %Bi,&---",� . ; . .,� &.-� ' -1,4i=�i­l"---l71--- , + "' '' 1;�;�- . , ' - 7g,�'� . . ; §F111111 -1 Ill ... 0 " 1-1. Ti-� . . At finished grade " .:: 1: � , -- - A 011114MIWIM M N . . Conductors per local - - - ' * . �,Tjl :, -F i 0 I , sensor wires . ,;�.= 1=1 : -�r I + I Valves and se i 1-il . W-64" 1 - P �� ---- . . . . . I. I i QL . . . . ) . I . . 1, And national codes . . +i 1. � . :1 ! � - Approved backfill ­ . . . 11 ­ - .;4 - . ;, ; : . � . . . . I . Secure to watt with Lateral t' -47 .. I A ; 0) .. I � t + -- ! . . tee . . . I . :i f : -4 sprinkler . + : Appropriate pipe clamps . .. . . : . . i : - Toro mini8 I � . . . � Lateral pipe . . . . . ;I i : - . Approved backfill � . . . k . . . . . . . I + I . . i . * . . . i I � . -Toro 570z sprinkler I . TURF !,!!HEAD i Plastic cut-off nipple I . . I . . / . � TURF T . i. I . � . . ­. . . . . . . . . . - . . . � . I . . . . . . . -----r.1 /T---------� - I . I . ­ V Pop-up Nipple . . 4" Pop-up . . : . . I . . . . . . . . - � . . . I . . . I I :i "-�, Lateral tee I. . - . . . . . . I . . . : I � . . . . . . . :; � . . . . . . . I . . . I . . . . . :1 . + . . . . Lateral e I . ;, . Lateral pipe. - . . :1 � !. .. . �. . . . . . . . . . I * . . . 0.. . . . I . . . . :, ..+ . . . . . . ­ . . . . .. . . . .. . � . . t s . i� .. , NOTE: . .. .+ . . . , . . Lateral pipe • . . . . � . . Add modules as needed Toro 570 Serie's . . . . . . I ' . . . � 05.*SPRINKLER- . . . to accommodate zones.. FIXED -SPRAY I . . . 1. - . ­ ...... .. . . . + . FIXED... . . * * . . . :, ' - + I + -f: None Scale: None . , * . :� . . . . . I Re . . . . I... . . ' ji . . I .. . ... . .. . � . I .. . ..., ...., . . . ) . . ... I . .1 . � � . . . I ... . , i � . . . . I I . . , - i. . . r - ) . � . .(Wall. . . Toro . M i n*.i 8 Series - . .. . / . . . Toro Custom Command Mount) . . . . woos Too 570 Series . � . . ... .. 1-1- �. .. I . " 4- I ". �, , ..� + . .+ + . . ". . I .. 1. I m Sprinkler . + I *1: . /. .. . . . . . . ..;iImio4­­"' .+ . 06 � +. , , . , I-— t 14"i.9 ... .-�-�, � , t. �% i '' - Spray Sprinkler . . Single Strea . . � .1. ­ * + . , . . . " 04 Metal. Cabinet . . ......,,..- . ,: , , � , " 1, Z .. C . t . .. . ­... . . .. , , , ­ .� - ' ' �. T i * I .+, . � . . I . , I I . . . . - . 1. I � I Ref: None Scale: None I . , I . �, I . 1� I , �, . - I 11 ,. . + I . , . .. . + . . . ­.. ­ ... ... I ­ II�.� + . �, � I Ref: None Scale: None . . � �. 1 i., �, - I I !I . + . . .N . - None + I ,, ! . , , : /­ ..', ., . .+ I 'I � 1 � i I �, •. . . I + . . . . . I j - . Ref: None Scale. . . 0000 ....... . i i I 1 � I . , - . ­ . /1- . . : .. . � I, .1, I . . . . . .. ­ ­­ . . . . . ,i I � . I . . I . I , � �?Z. . . I Y1.1. . , - . i. � , � ,­ , . I ­­ 1, +.%11 � I. .� -1 .). , I i � 1 i� i � . . . . . . I I , . I - + / ­­ . e I; , 1:::: �:: ,,.i� . , . . .1 - �- ­­ I . I , . . , , - t, . . . .. ..,.,: � . , . I / , . - . . I I '. � � -­--, '- I'T ,� .. . . . H . . . . ­ .. /, �. t ­', i X . . / . I '... � " , � + �1. �. ­ ,- ,, . ... % . I . . . . 1. 11. I . ... '.., .. ,'-17. .�- -11 - I - 'l, . I :- 6 . . . . . . . . . . . !..., I , ", 1. � .1. . ­ -�� �,' - . . I . . . . . I . � I . I - , -�­,� / 11 . 11".­',� . - ... I" 1, . ,;7"!�­. . . - . . . .... 1. . . � + I ,%�,�,,-�,,;��,.+­ ......'.: . . . . � . /., , \ . .., , --- \ j . � �-­ le� � . ., . . . . � .. .. . : - .. 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I ---- �-, , - ,111 i I � I I I . . I a I I � � � I I I . I . I ­_ � I i I --'- ______ UNI VERS1 TY DRI VE^-, 14 0 " R. 0. W. - � � � � I I . I � I - . . . f I � I I I 1:31TI �', . I - ________� . " � I � � I � I I _�::� -------- ______ fill � I I I .�, . - � I . I I I I., � . . . I . I . . I I . I - � . I _____,�_-O � I 1 .*- ______� !!!! _==��::��� fill � I I I I I I I - 11 . ­ � I i I I . � � C�> - � __-- ,di- � ". � ­_!, I I - I i � 1i � . I . - !. '4� 1 I---- till I : � mlil; Mll r 11% I � -1 I I I . I , _� ----a-- I : � � . I I � ; I I I I I till � I I m 1111MI: : . I � I� . . � � I . � , , , � I � I .� I I .1 I � I � . . I - I .1 . . � ___ . � � I ,f . I I . :� MT, I . I I : I I I I I .. 0, : I - w� � - � I � I . . I __­_ ILI- , " I I I qm= ill r ; I � I- I � I I ME% - I I � I J I _______� T !!!! d . " I . � . � I I �� I 1� __� 1 I= i . I ..1; 622.5' . I . . 1 ---292.'O' 1 1 11 1 289.5 ; � I � � . . I . 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I � ====;5_UE- =Pdff_­ .19 I . _UE -1 --- - .-! - �. . I I uj =17 I ; I I I I _,�;;, 11 � I I i ; : Iwo — a!L ,_ - � ______� . ,.r_ i I I - ...--- --- - = --- -- � ----------- M -Z - i - - , P,IT I ^ I � I ! . if ..... ===== . ,:, - __________�1 I -- - - - - - - - I - -4 - - - - - - - - - - - =,- _\ - - - - - - - - - - - L.4 - - - - - A I - - - - - - - - - - - - � - - - - �- - _. I � . : ___ '11 I I I � � - - - -- \ I . � : - ,_,,� - � uF__ . - - 1 I , I - - - 41_� I I I I I I . -r- , — — � � , . \ � � I . - � . I ­� . - I 1; I :1 - A I . � . I I : , .... 1. IVERSITY CO RIDO i . ill 0 ! I I - zr __ - - wmwmmm� � : yj ISTRI( d I I 14 , I - 1"", I '' " 1, 1 . � , I L . i 11 !,ol 1 i I \ I � - VI- r,-, � t.� Hll , "I I 11—m I I I JN , ib. i ; � � !;Pp = ZZ Z=z I — .� . 11 ,�d I I I 11 I I If ____ L/1, - . -i I 11 . — — , - — — I : .� G- I ­� - __-jj�y iwswflll I', . LI Z� � 0 I,/ , �UBLLC 4 ,,, I �___ .d , ; I a I I ! -PUE— ______ NIVERSrTY I PARKING S t'LK 11 : "'i I : I '. I v � : I , IUE� _g*___---- , . 40' BUILDING LINE PER U I . TBACK �-_ 7; i B I ' F � .. I . UE - - / CORRIDOR OVERLAY DISTRICT . . , i. : DING C I I I i � G \ --------------- i I _____� ,,g/ n- c ! I _j ; I �, : 4! I ) I I � I ___ I \ I - � I , I v ...... _1 I - I TOTAL B G: 110,000 S.F.1, / �ft! I I I I \ I I i ; I 4 � * : : � � I - - _- \ "� t, I T :� .11 , � : , I _____ --- \ - . � i . �&;01N,__-,_�0NN .. - . I . py/ 11 . i I ,----- - - % I I — — : PATIO AREA I 4. � I � 4 , I 6 [�', . = � I LOT I I ?: ; t-� . I - . : . � � ./ . I Tr � -9-5 0 S F 4 1=70) . , *� * 43 � � BLOCK ONE I \ � ; ., \ �Fil I -IL I k - .0-1 11 11 11 I . ') f I I I 0 0 V ____� 7 . . I � I � i =i il I I � � I I . I I Z go i -e- ii. — I \ 4 I .... .. ­ . I I I I � \ ­gg_-,,',,,' I ___r I . ,,,, \,**_1 I I / �,,; / , ZONING: C-1 ..� \ ,� __L_ =) \ I .. .1 I \\ I __�!, I I - I m 11-71 � �,%,\ I , 'i", � ____ � /,' I "Ill 0 .­ i - - (L I I ,-,,-.,����. r"I"' r��-�,,,, .... � ail � 1-1 , I . I i - � , I DTH � . - I 1 7'1"*,*,�,��;Ifll,�,__�� 1"�;* .� / 11 I i — I'�*",�,�:,.�",".-",��,,�-".,��--l�l"-�"I'�'l-Il'--"*.,-I � , ­�' 21 1, m i, . I 1 _ .11", . I I I I I - �r - ­_�-­­­­,,­,­��-, 0 ��,,�.-,..-"-,��,,�-,�,.",-,�_,,�."",�?"�,,,�� ,.�,,,,*.--,'1;` _e�'�__!111" I I ),� � _____ I I i ,,,,�',,',�'-',�,�,,',�,.'.�.��,.-�;�,,��,��,_.,�,�,,,,.�",��,����,,�-��.-�,,""�,,�"-,.",.",..,�,��"",�,�� _i) I , " i .... �, -, , - . I : I . 11 , ," -- � . I �, 1. ­ 11�,V',� .... � , ",`7�,' 1 � , - 60j,,"��!,�,".-Tq �, ` � �__ " .� '' ­ " - - _ ,� \ . � . . I ---4-1A R, , - � iz. �,� \ � I � - ­ , '�"-�, __ ^`r -, I . I 6 � - —_ �Nl ­ , ,K_ 11 -71-" �"`i'z., - ; . , ­ - —( I __ X—_ .,%Vw `�,`_"---, �,_ ( /� A ,,, I - i , � . 9 - 11 � ,�, *,, 1'_"`�� .�_'iGl t., I - � �, i � � EASEMEW-F � I I i � ;�',�,,,"'�,,��"',�"'-,"'��,-7 "., 2 - JOINT ACC � � p .. = , i . I le -4] . — � -"-*��,�.4'.1,11l'-�'�.�'ll"".---�,��'l', VARIABLE WI \\ I-" '.; 0 N., r,"����-:,,-��,�--�,-�,,-��"%.?,.�,-",-�,.�,��,�,,,,-�,��-,,,-,��,-,-.-r.-,i�,,,�� t, � I \ � '.."',_ ... _ � . . �.4 1 i I i I � \\ �!, . =4 STOP il H � I I mmi . - - . I . - � t 4 1 �', - r , ,4: �, I rri �. I I , \ , 1w q� I : . I 9* i i� � .1. an. 1�.;)Ij IK -1 �, I ,� \ I , I — 5AI-; � , — , �. - I o — __ I I \ 1 .. ­ :� .� , � . � ,� . �4 1 1 *$ � - I — * \ ,_ � I ==I _. � \ . 6 0 1 ---4:.- 0 AREA !�j I 11 I . � . . ... � 7 �.�,,'�;�,,,"�,'�,�,,,.',,,,'--,'�,-,,"'�,,--���;,,.-, - - I ; r I � i � ., I - I 11 ! I � �, . \ � , - " 0 1 1 �, ___I_t� I \ � I _ BurLDING E ',�,�,-�,,��-",!,*-,�,,-,�,,,-,",""",��,�,,,�'��",.��,�,,,i Z- "�, I �_ I �� I I � \ . , I 10 _Fb�_ . I I \ [__� ! .-1111.0 9i "' s-\p:1jp, � , �, i, . I -- ---- � i I I � _ _.� � i " ., . � I ,� i'lli'l�-,,�'-"��,,�-�,���'ll', k,*,_1;_-�"`_,_i 11,45 S.F. i�_, .� IF- �r , — ---I . , k -_,��,, � — �. ; � I I I � � i . BLDG: �I'll'�,��"I'l���-i"".,�I'll����,��,-,,-,,..�,Z",..-,",.",�.�'�,."��;', ___u_ I � I'll . - � i � 11 �,??N � u� 1�� , �. � \ � � I . ,­ , ; . � 11'� , , ­ � \ \ 0 :�'�;"": ��'�_ E� :"­.� c I - . -I U� 777_,;-"7 �! i I 11 - � \ \ -1 ­ ,4WRA �, I -�,,�,.��,;�,.""��,.',.'��,TL�,iI I b , I - �0 , � : 11 I: - 1.1-1- - . < I I I I I I . -, " " - i ,-,- sl�r-?G- , % \ ,� - OTAL PATIO: 927 31 A\,a .D -, I . I � l It ,\N5- \ 4 1 .. 0 "'�,-,���,�,,,,,�.,�-,.-�.;,,,:�� ���,,'-��l'i�4��'�l;�l""-","--,�",; 4,11" I I &_ i . 1. . .- I I � 'it It! � t I R I . �4 cn .. I � ... . \ A I � 1 41 SF "I" --- _­ � . .�L - 11.1 i 1; - - � � \ \ � r. - � - si 0�� 9*51, � � i I I , \ ,�'el'.11�.,���ll"�-�l'.�,���""II.",- i-�, "'I"l-_� 11,�, -_ , � *N7 1 1 ; m F _` -_ I ,---*, , � 11 � I \ _111 �..-��'>'�,,"�.,-,�',,'..,�2���,,��,,�'�,-""":.�',',,-�.,--','�l,,,-"�-""",'*,�', vo . � 6-C \00 . rrt�l I I _17 — I : ­-­ . � � I � . \ I , � I , __ , - .- w, -,'-g-,, no AREA I��* ... ,4- %.j , sp, ,� \ 111 ,_ jj I I . I � I I. � I - I __ . -­ -.��,-,,.��_z-,.-"�� . .., I \ � I :� __ ,,, ,��, . �� "". , �_ _ 0 � I , 11 ;j � ,.�-,�,-'�),'�,-- �. , "-- , - �0\, , \t ,.­,, �,��, .,,,*,, �, 4ii�� pl�j I � lu � __, � ,_-'�,,., 1 1 \ ; v,�--�,,,,� I - I . ._c�,--Fi�, - � .-_11 , I � . , - , SF �, ,ft. 1 -r - 1 : - __T_ I � I I \ . u .. - - �­,, � A I " - -,- -­ 11 I , _1L � I ;1� I � I-, 1_�,____ __�� 1-11 -­­��-,,`, - � f � " ;, I ,,, -, -,�� E7 � \ . I - � , __ . � i - , 1 4 E ,�.11�,_"il, 1,"".", �, _�.If�', I I � I !, T ..- .el C/� : .....l I I 1\ I , PATIO AREA, 0 - === I i __ - " _­­ 11 A , � 0 A1Wetqj)j,VG ' ! 1.7 ­_ _t I \ %, =-- _ � I , I I t � . � I i i I I � I I � I I \ I ­­­Ih-',,� 1 - . BUILDING D 192.SF � ! � I i I 11 , I., ,� \ . � . I \. 0. 4 - I I , -­: , TOTAL BLDG: 6,662 S.F (lrJAllU Amt ,,,,�,�,;.,,,,,� . �1. I - , M I , \ �mm 44 D . , �� A 1 4 - , L__.� i I =�i . _� k'�. 0 ,s SM-) , - � - 485 SF I . 0 I I - 1��­­ ­ . ql \ " i Ot4e L, PLAT \ , , - ­_ - _�', I I "I �,.�",���','..�n,,���,,-���.�,7�;��.-,',�',�,�,,�� i- Al " \ � ", � , ; el.,_,_ 1 TOTAL PATIO: 847 S ' J�1��..-­�, '/i , � � �01 �4 - � - � ;,.,�',,',.�,.',-',�,�,��,'�����-',,',�,',-�,,�,�,:�,,,-,�,', MO AREA , , , - I p S:=— . - I k__� I - . �L , � L � �� 9:4 `� -t_-`� ��, ," � \ C '. . , " 0 1 NCO m PL \ \ (p 0 �) �­l I t,-, , W, .. ,��_ , ,,, " ", , 1.1- i:,W,4"­� .11 I �\ ,% � � �,,','� ,�!, I - , PUBLIC \ , � L ACe I . __ �,`,,,,FF 0- I ­ - -,. *3 I I— 4- 4 - �a . �� \ , , - "11_� ,';? I s VARIABLE WIDTH PUBLIC )7* 3 - � 1�1­ �����:��,�.:,���;,�,�.���,,,i,��,,�,�-,��, I . , .7 F3LOCX 1 , — ,��-^,�,Z""�,.,,��,���:���--�,,-'��,.��"",�,����,*,-��-, 1. ? .I \ ", - - -��,, �__",,�,,� ,;.*,,, 77 - _.. , " -, �, `�t - � � _,_t,,.,�: - ��_,_, n- ( .�, ­­ .. MZ)r.MtN I , ... � -,.,,. � � "I ,�,_ ,�� � i ,z I \ , .,. ," , , . I __ , -,,.,. ,,,��,,, _ ; 11 UTILITY �', CITY VOL. 519 , \ F--1 - I ,,_,� I., -, _ �, __-'r �; � I,,,$-- , - __ , � STI i lrl-_ I , . - _ , - ;1523� ** - .1 :�il'�` V��_16t',`�` '. I I 1. - - - - � ��.LI_­ ", 44 ''. - . ""�-, G�,`,,`, SY, , " !,:"/, SF � `�l Ill 1 I. - -1 11 11.-� ­ I .,< . .,� �, f,f - , ­ITARY SEWER EASEMENT \ ,i. I � I ,, V - - �.i �; -e!� : � . It 0 :[ � - " " ,_ - - ��_;;­ ,��- I � 7 , \ VOL 3935, PG. 71 ! / . ...4 . I I _- ­��,� - -, -�`- .. `� r ,--ft,� -.�_ � I - -_ �' � �' , " ..... .1 � >m� (n up) . . -�. _ �.�� .,,��,,,,�- ,��,.�*.-,`,':� -,-�""1--,.--.';,' -", ,,".-�.�',,�',,.-z','��?",.,-/ I to I I CITY OF COLLEGE STATION � / I .:� �111. I . I " i I � i . : . �_ � ­ TwW;,'A?i!1 �7.-,)7 - . I 11 11 15' WATERLINE EASEMENT ��--­- - . , z0f Z)r _�, `ill ---- — " � ;� iP�vg'IiW,,,,�­,,,,� 7 I � I f � IINV " �.�.��,,�"_,�,,�;��. __ _..�� _���M,�*�y I 11�",: G- 160 -' � UMN� �"'__"�'� 5 p ,,�, - � ,__,,,,,��. I v � I I, �11? 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NAME: UNIVERSITY TOW14 CENTER I� I- ,Z � N 57f BUILDING 82 EXISTING 8 X 8 TRANSFORMER.: 0 43 � INSTALL 4C OF .6 SANITARY SEWER LINE FROM 0 " LOCATION: UNIVERSITY DRIVE W Z w '� T ', 1 EXISTING 12" WATERLINE C 900, CL 200) ASSUME 4' BURY. 0 CONNECT TO EXISTING SANITARY MANHOLE O ( 151c EXISTING 36 RCP STUB -OUT, TO BE REMOVED. LEGAL DESCRIPTION: LOT 3R 5.85 ACRES & 4R 4.6 W Q Q �° `o „ TOP EL. =EL. 309.5 -EXTEND 35 ®2.0% TO EL. 308.80 (USE DEEP O SEE PLAN PROFILE 3�6�-`�.TO 8" 83a FURNISH AND INSTALL 2 - 4 CONDUIT 90' LONG AT ( ) ( 2 ACRES) OF Q 0 2 CONNECT TO EXISTING 12 WATERLINE ( / _ jvap CUT CONNECTION TO CONNECT TO 8 LINE @ ELEV, -) THE REPLAT OF LOTS 1 & 2 - HENTON SUBDIVISION, Z F- w Q EXISTING 8 (OUT. = 300.6 4 BURY TO BUILDING. - - x SHEET FOR COMPLETE DETAILS) _ LINE - EL. 305.17. INSTALL A DOUBLE CLEAN OUT AT A VOL. 2017, PG. 239 &LOT 2 ONE LINCOLN PLACE, Q _ w C> � PROPOSED IN. = 303.83 - - 152 N/ VOL. 690, PG. 175 - 13.31 ACRE TRACT -VOL. 6347 PG. 185 � x D I- r` h 3 PROPOSED 12 WATERLINE (C 909) (SEE PLAN/PROFILE , � _ BUILDING. 83b FURNISH AND INSTALL 2 4 CONDUIT 100 LONG AT • Z.� w cn rn O 44 PROPOSED 8 ITARY SEW R LINE AT 50% WITH STANDARD 0 & SHEET FOR COMPLETE DETAILS). 0 " 4 BURY TO BUILDING. _ Lli Z I- z " ' ' " 57 STALL 40 OF 6 SANITARY. SEWER LINE FROM BUILDING ._ _ 7.26 ACRE TRACT SAHARA REALITY.GROUP, LTD. VOL. 6078, PG. 247. - I - CITY OF COLLEGE ST fO�N MANHOLE AT END OF LINE (SEE 9 IN ,, _ _ - O o Q -� x BANK OF 6 - 2" WATER SERVICES WITH 1 WATER METERS SET O , 4COMPLETE DETAILS . EL. 309.5' -EXTEND 35 ®2.0% TO EL. 308.80 (USE DEEP 83c FURNISH AND INSTALL 2 - 4" GO��DUIT 165 LONG AT J >- OAT 4 SEPARATION TO SERVE .SOUTH RETAIL LEASE SPACE.. PLAN/PROFILE SHEET FOR ) , 153 EXISTING 48 RCP. - U :: � CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV, _) TO 8" 4' BURY TO BUILDING. _ Z. APPLICANT INFORMATION: �_w_ > m VIDE 60 OF 4 CONDUIT FOR EACH WATER SERVICE ® 30 PRO SAHARA REALTY GROUP, LTD. - _ ' OUT AT 154 GRATE INLET INSTALL 8 OF 6 SANITARY SEWER CREASE. LINE AT 2%, ENDING LINE EL. 305.11. INSTALL A DOUBLE CLEAN 0 FURNISH AND INSTALL 8 X 8 TRANSFORMER PAD. PH. 3 O MIN. BURY. 450 _Z,� z, _ 84 ( ) C/0 DAVID SCARMARDO U IN - CLEANOUT ® FL=444. - 309.31. USE, DEEP CUT BUILDING. 155 TRENCH GRATE: EL=308.5. FL OUT=306.2. P.O. BOX 4508 . OPROPOSE , 3 WATERLINE C 909) (SEE PLAN/PROFILE O 5 ( CONNECTION TO 8" LINE - FL=303.51 , 85 EXISTING 3 X 5 PULL BOX. 156 CURB BREAK WITH 2' WIDE CONCRETE DRAINAGE FLUME. BRYAN; TEXAS 77805 SHEET F R MPLETE DETAILS). 57h INSTALL 40 OF 6' SANITARY SEWER LINE FROM BUILDING O O » . O (979) 779-7209 EL. 309:5 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 86a FURNISH AND INSTALL 2 4 CONDUIT 21 LONG AT 156 3 CONCRETE FLUME •• 45b INSTALL 49- 35 OF 6 SANITARY SEWER LINE AT 2.0% FROM 0 ' O 6 BANK OF 5 - 2 WATER SERVICES WITH 1 METERS SET CD 9 O " CUT CONNECTION TO CONNECT TO 8 LINE ® ELEV. _) TO 8 4 BURY TO BUILDING. O �• BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 , 157 48" RCP CULVERT. 3. OWNER INFORMATION: SEPARATION. PROVIDE N20 L.F. OF 4 PVC CONDUIT ®MIN. 30 UNE - EL. 304.93. INSTALL A DOUBLE CLEAN OUT AT ,,- - 86b FURNISH AND INSTALL 3 4 CONDUIT - 156 LONG AT 158 30" ADS N-12. BURY. LINE EL. 303.34. FLOWLINE AT DOUBLE CLEAN OUT = BUILDING. 0 3i6 J6 309.90, 4' BURY TO BUILDING SAME AS APPLICANT I' 159 48" ADS N-12: 4. TOTAL SITE AREA IS 20.02 ACRES. 45c GREASE TRAP TO BE INSTALLED BY TENANT 58 N/A 87 N A 0 / - 160 BUILDING DOWNSPOUT, CONNECT TO 10" ADS N-12 STORM .. .. 5. CURRENT ZONING C-1 & R-1 �• I_ 45d GREASE TRAP TO BE INSTALLED BY TENANT _ . 88 N/A SEWER. CONTRACTOR TO PROVIDE STUB UP WITH ADAPTER w 0 �' " 89 N A I AT PROPOSED DOWNSPOUT LOCATION INSTALL FDC DOUBLE CHECK VALVE ASSEMBLE) WITH 184 LF RESET EXISTING MANHOLE TO MATCH FINISHED PAVEMENT GRADE INSTALL 99 OF 6 SANITARY SEWER LINE AT 2-0% FROM O / 6. CURRENT USE - VACANT 7 ( 45e 590 0 O _ ` 8" 90 v" 6 FIRE LINE TO SERVE SPRINKLER SYSTEM BUILDING .USE .DEEP CUT CONNECTION TO CONNECT TO N A ` -" 7: PROPOSED USE &IMPROVEMENTS: RESTAURANT & RETAIL SHOPPING CENTER WITH ASSOCIATED PARKING :UTI IT i RESET EXISTING MANHOLE TO MATCH.FINISHED FINISHED PAVEMENT GRADE. INE - FL = 305.78'. INSTALL DOUBLE CLEANOUT 5' FROM 160 128 OF 10 ADS N-12 STORM DRAIN ®0.8%..UTILITIES, AND 45f L , VERIZON TO FOLLOW UNDERGROUND LANDSCAPING. 8° „ 9 BUILDING. FLOWLINE AT BUILDING = 312.0 ELECTRIC ROUTE - CONTACT VERIZON ' O PROPOSED 6 FIE LINE (C 90) „ 45 EASE LINE AT 2% ENDING •• SITE • 9 INSTALL 8 OF 6 SANITARY SEWER CR FOR CONDUIT AND BURY .REQUIREMENTS. 8. A PORTION OF THIS TRACT UES WITHIN THE 100 -YR FLOODPLAIN ACCORDING 0 THE FLOOD INSURANCE RATE MAP FOR BRAZOS- OSTANDARD CITY OF COLLEGE STATION FIRE HYDRANT ` (SET 2.5 O 59b INSTALL 62 LF OF 6. PVC SANITARY SEWER SERVICE LINE AT 8b IN CLEANOUT ® FL- 1- 309.31. CONNECT TO MANHOLE AT O = _ 161 EXISTING :5 SIDEWALK 3 FROM B.C.COUNTY,` TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0142C, MAP NO. 48041CO142 C EFFECTIVE FROM B.C:) _ .2.0% SLOPE, FL AT BUILDING 312.00. END IN DOUBLE 91 N/A O Y gg FL -304.62. ' STALLED O DATE: JUL 2, 1 2, REVISED SEPT. 19, 2000. THE PROPOSED DETENTION AR WILL. ACCOMMODATE EXISTING FLOODPLAIN STORAGE CLEANOUT 5 FROM BULIDING. GREASE TRAP 0 BE INSTALLED 92 N A 162 REMOVE •6 OF 5' SIDEWALK TO ACCOMMODATE NEW ENTRANCE. & PROVIDE EXCESS STORAGE FOR SITE DETENTION. O9 INSTALL 4 IRRIGATION SLEEVE TO EXTEND 2 BEYOND BACK BY TENANT 0 / I �, 93 x-1-3- 205 OF CURB. 46 . EXISTING $ SANITARY SEWER LINE (SDR 26) AT 1.0% „ 0 N/A 163 N A 9. ALL PUBLIC AND PRIVATE UTILITY LINES & SERVICE LINES INCLUDING WATERLI ES, SANITARY SEWER LINES, ELECTRIC LINES 0 60 PROPOSED 8 SANITARY SEWER LINE T 0.5% WI STANDARD / , APPROXIMATELY 8 COVER. STATION MANHOLE A ND OF INE SEE 94 N/A TV/CABLE, COMMUNICATIONS LINES, ETC SHALL BE UNDERGROUND INSTALLATION(�. CITY OF COLLEGE ( O , 10 EXISTING 12" WATERLINE (C -900) AT 5' BURY. „ - 164 REMOVE CURB INLET WITH EXTENSION AND RELOCATE 40 O 47a INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM PLAN PROFILE SHEET FOR COMPLETE DETAILS 95 N A 011 ,• O _ „ PLAN/PROFILE / WEST. REMOVE RCP AS REQUIRED TO RE -INSTALL WITH 10. IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. IRRIGATION S EEVE LOCATIONS ARE PROPOSED ON THIS PLAN. 11 EXISTING 8 WATERLINE (C 900) AT 5.5 BURY (SEE BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 COMPLETE JOINT. O DETAILS). ' 610 INSTALL 139 OF 6 SANITARY SEWER LINE AT 2.0% FROM 96 N/A PLAN/PROFILE SHEEP FOR COMPLETE DET ) LINE - EL. 293.57 , WITH A DOUBLE CLEAN OUT AT BUILDING O BUILDING -CONNECT TO MANHOLE AS SHOWN FL = 303:64: 165 'SAW -CUT AND REMOVE 90' OF CURB AND GUTTER - T 11. EASEMENTS SHOWN ARE. TO BE DEDICATED VIA A REPEAT UNLESS. OTHERWISE NOTED. EXISTING FIRE HYDRANT 17' FROM B.C. ADJUST. TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0. 98 N/A - O IE 12 ( INSTALL DOUBLE CLEANOUT AT 5 FROM BUILDING. FLOWLINE AT O NEW "CONCRETE PAVEMENT TO ASPHALT PER DETAIL. 12. BUILDING AREA:. AS NECESSARY TO MATCH, FINISH GRADE). AT 2.0% FROM. 99 N A , - INSTALL 46 OF 6 SANITARY SEWER LINE BUILDING = 306.5: TIE .TO GREASE LINE AS SHOWN. O / „ 47b RESTAURANT (W/0 DRIVE THRU) 40,716 S.F. - O13 INSTALL 20 OF 2 PVC IRRIGATION LINE WITH A 1-1/2 0 - DEEP CUT CONNECTION TO CONNECT TO 8 166 RELOCATE STREET LIGHT 40 EAST. , BUILDING USE A 100 N/A D RESTAURANT (W/ DRIVE THRU) 1,400 S.F. IRRIGATION METER SET FLUSH WITH FINISH GRADE. INSTALL 119 OF 6 SANITARY SEWER GREASE AT 2.0% SLOPE, IRRIG . LINE - EL. 293.85 , WITH A DOUBLE CLEAN OUT AT BUILDING 61 b RETAIL 60,262 S.F. FLOWLINE AT BUILDING = 306.50'. END IN DOUBLE CLEANOUT 101 N/A 187 INSTALL 40' OF 5 WIDE SIDEWALK WITH SIDEWALK HANDICAP 14 INSTALL 20' OF 2" PVC IRRIGATION LINE WITH A 1-1/2" TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. 0 „_ W O 5' FROM BUILDING. GREASE TRAP TO BE INSTALLED BY RAMP AT PARKING LOT - DOWELL 6 INTO EXISTING _ WALK . IRRIGATION METER SET FLUSH WITH FINISH GRADE. „ 102 N/A AT 1 TOTAL: 102,378 S.F. INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TENANT. . 2 O.C• O15 ADJUST EXISTING VALVE BOXES TO MATCH FINISH CONCRETE - 47c �,, 103 N/A BUILDING - USE A DEEP CUT CONNECI.ON TO CONNECT TO 8 n O , „ 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS OTHERWISE NOTED GRADE. - 620 INSTALL 2 6 SANITARY SEWER LINE, 62 LONG - FLOWLINE 104 - 168 INSTALL 80 OF 24 RCP TO INCLUDE 6.1 SAFETY END LINE EL. 294.05 , WITH A DOUBLE CLEAN OUT AT BUILDING _ AT 0 N/A O TREATMENTS AT 1 L/1 160 6" TAPPING SLEEVE AND VALVE AND 20 OF 6 MAIN LINE. _ _ AT BUILDING 306.5. INSTALL DOUBLE CLEAN OUT •5%• 14. ALL DISTURBED EARTH MUST BE 100% COVERED WTH ESTABLISHED GRASS OR GROUND COVER PRIOR` TO CERTIFICATE OF O TO MATCH FINISH GRADE FLOWLINE AT BUILDING 306.0': .• , BUILDING - FLOWLINE AT 8 LINE - 302.3 105 N/A OCCUPANCY. 16b INSTALL 1 WATER METER. " , ATMOS GAS 169 INSTALL 60 SOF 5 SIDEWALK, DOWELL 6 INTO EXISTING I 47d INSTALL 46 OF 6 SANITARY SEWER LINE AT 2.0% FROM TALL 2 - 6 SANITARY SEWER LINE 47 . LONG AT 2.0% O a ,; 62b INS 30" MIN. BURY ON ALL LINES WALK AT 12 O.C. U 16c INSTALL 1 WATER METER. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 CONNECTION TO ' - TIE NEW 5 WALK TO EXISTING WALK - DOWELL 6" INTO 15. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394. W O � FROM BUILDING EL 306.5. US A DEEP CUT CONNE 170I 4 , C/� ,. LINE - EL. 294.24 , WITH A DOUBLC CLEAN OUT AT BUILDING . 106 EXISTING 4 POLY LINE. i6d 6 FIRE LINE TO DOUBLE CHECK VALVE ASSEMBLYINTIE TO 8 LINE AT EL 301.9. INSTALL DOUBLE CLEAN OUT AT . EXISTING WALK AT 12" O.C. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION) OF ALL FRANCHISE & PRIVATE UTILITIES WITH H _ (T1 BUILDING. INSTALL FDC BUILDING. TO MATCH FINISH GRADE - FLOWLINET BUILDING 306.0': BUILDING: �, 107 N/A 170b 5' SIDEWALK. EARTHWORK &PAVEMENT CONSTRUCTION: GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING &INSTALLING ANY NECESSARY ^ - RANT " LINE AT 2.0% FROM _ O UTILITY CONDUIT PRIOR TO SUBGRADE PREPARATION & PAVING OPERATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR 17 INSTALL STANDARD CITY OF COLLEGE STATION FIRE HYD 47e INSTALL 46 OF 6 SANITARY SEWER _ „ 63 PROPOSED 8 SANITARY SEWER LINEAL.5% ITA STANDARD ��/ O . 2.5 FROM B.C. BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 O CITY OF COLLEGE STATION MANHOLE, NG LINE (SEE 108 TERMINATE 4" POLY LINE 170c 4.5' SIDEWALK. DETERMINATION OF UTILITY INSTALLATION (ORDER. h""I I H -•I 18 EXISTING 12" WATERLINE LINE - EL. 294.45', WITH A DOUBLE CLEAN OUT AT BUILDING PLAN PROFILE SHEET FOR COMPLETE D " 171 SIDEWALK CURB RAMP WITH RETURNED CURBS, PER ADA/TAS 17. SITE LIGHTING IS TO BE INSTALLED WITH THIS PROJECT. THE OWNER WILL SPECIFY TYPE OF LIGHT FIXTURE AND POLE TO BE 0 0 O E"I 11 O TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0 . ) 109 EXISTING 3" POLY GAS LINE STANDARDS USED. SITE LIGHTING IS CONSIDERED TO BE A PERFORMANCE SPECIFICATION. CONTRACTOR IS TO INSTALL ALL LIGHT POLE BASES, PROPOSED 8" WATERLINE C 909 SEE PLAN/PROFILE 6qa INSTALL 106' OF 6" SANITARY SEWER GREASE LINE AT 2.0% 110 EXISTING 3 POLY GAS LINE. 6 REINFORC CONDUIT WITH PULL STRING WIRING PULL S 19 ( ) ( , ,. �� 0 O 172 ED CONCRETE PAVEMENT. AND O S 47f INSTALL 46 OF 6 SANITARY SEWER U�IE AT 2.0% FROM SLOPE FLOWLINE AT BUILDING = 306.50. CONNECT TO OPERATION OF THE LIGHTING SYSTEM. CONTRACTOR TONRECORD EL LOCATIONS OF A LPCONDUIT NROUTES. CESSARY FOR PROPER H SHEET FOR COMPLETE DETAIL). 11.1.. INSTALL 10 OF 2 POLY GAS LINE AND SET A BANK OF 5 N A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SANITARY SEWER USING DEEP CUT CONNECTION, SEE SHEET METERS AT 3' SEPARATION. 173 STANDARD REINFORCED CONCRETE CURB AND GUTTER, �i (� Z/i i 20 / LINE - EL. 294.65' WITH A DOUBLE CLEAN OUT AT BUILDING BUILDING. GREASE POURED MONOLITHICALLY WITH PAVEMENT. 18. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ANY PUBLIC RIGHT-OF-WAY C5:1 END IN DOUBLE CLEANOUT 5' FROM BUILD 112 INSTALL 20' OF 2" POLY LINE• liET' METER AT . BUILDING. OR RESIDENTAL DISTRICT. SUCH SCREENING SHALL BE COORDINATED WITH BUILDI i G ARCHITECTURE. w 21 N/A TO MATCH FINISH GRADE - FLOWLINE E,T .BUILDiNG - 306.0. TRAP TO BE INSTALLED BY OWNER. , - , c 174 STANDARD 6" X 6" WHEEL STOP: 22 N/A 47g INSTALL 46' OF 6" SANITARY SEWER LINE AT 2.0% FROM 64b INSTALL 28' OF 6" SANITARY SEWER LINE FLOWLINE AT 2.0% 113 INSTALL 115 OF 2 POLY LINE,. JIT AT BANK OF 5 O , �� " O METERS AT 3' SEPARATION AT .BUILDING. 175 12" REINFORCED CONCRETE DUMPSTER PAD AND APRON. PARKING A NALYS j s � r I i 23 N/A BUILDING - USE A DEEP CUT CONNECTION TO CONNECT TO 8 SLOPE, FLOWLINE AT BUILDING 306.50'. END IN DOUBLE 1 LINE - EL. 294.85', WITH A DOUBLE CLEAN OUT AT BUILDING CLEANOUT 5 FROM BUILDING. USE A DEEP CUT CONNECTION. 114 INSTALL 130' OF 2" POLY. LINE, S.ET 2 METERS AT REAR SPACES REQUIRED 24 CONNECT TO EXISTING 8 WATERLINE (C 900) (SEE TO MATCH FINISH GRADE - FLOWLINE AT BUILDING - 306.0'. OF BUILDING. PARKING SPACES REQUIRED r"'� I.-� Q PLAN PROFILE SHEET FOP. COMPLETE DETAILS). INCLUDING 5546 SF COMPONENT 1; RESTAURANT PATIOS O F 6 SANITARY h1siE AT 2.0% FROM " 115 EXISTING 2" POLY LINE W U " 47h INSTALL 50 0 65° INSTALL 103 OF 6 SANITARY SEWER UNE AT 2.0% FROM O GROSS SQUARE ,-DOTAGE (SF): 104,860 110,812 O25o INSTALL 132 - OF 6 WATERLINE. _ nv, - " O C_ " GSF 250 = BUILDING USE A DEEP CUT CONNE�,TON TO CONNECT: 10 8 BUILDING EL 303.5 , USE A DEEP .CUT CONNECTION TO TIE TO INSTALL 45 OF 2 POLY LINE,`'.SET METER AT -REAR OF / (SPACES) - 420 .444 STALL STANDARD CITY OF COLLEGE STATION FIRE HYDRANT T AT BUILDING " ' 116 25b INfil �;, LINE EL. 295.67 , WITH A DOUBLE CLEAN OUT EXISTING 8 LINE AT EL. 296.9. CLEAN OUT REQUIRED AT 70 o BUILDING: F� O . _ - - COMPONENT 2: 2.5 FROM B.C. TO MATCH FINISH GRADE FLOWLINE T BUILDING 306.0. INTERVALS. TOPS TO MATCH FINISH GRADE. , ,. INSTALL 50OF 2" POLY LINK.-_ sMETER AT REAR OF 25% GSF (SF)=-, 6,215 27,703 „ . " ., 117 _ 25c INSTALL 1 WATER METER. , . a c O INSTALL 84 OF 6 SANITARY SE�rWE.-::;;.c .�� �.0% FROM 65b INSTALL 66 OF 6 SANITARI .EWER GREASE LINE AT c.0% BUILDING. - TOTAL RESTAUFriJT SF = 0 724 56,676 471 O ( )- " _ TO CONNECT TO - L TO BUILDING USE A DEEP CUT CONNE -. ON C E . FROM BUILDING EL 303.5. TIE TO 6 SERVICE LINE. INSTALL _•.•-. ' TOTAL REST. 25% GSF SF = 4 509 28 973 25d 6 FIRE LINE (TO DOUBLE CHECK VALVE ASSEMBLY) INSTALL 47 OF 2 POLY LINE a;:•: METER AT REAR OF ( ) ' INE - EL 297.05 WITH A DOUBLE DOUBLE CLEAN OUT AT BUILDING. 117 ' .r� , ADD L REST. SI• 65 SPACES SF SPACES 378 SERVE SPRINKLER SYSTEM EXISTING SERVICE L ':..0 _ O BUILDING. / / (SPACES) 446 CLEAN OUT AT BUILDING TO MATCH FINISH GRADE 5e RE DEPARTMENT CONNECTION , 0 FI _ 66° INSTALL 106 OF 6 SANITARY SEWER LINE AT 2.0% FROM " 176 4 WIDE PARKING S (WHITE) 9' TOTAL REQUIRED: FLOWLINE AT BUILDING 306.0. 0 I 118 INSTALL 1130 OF 4 POLY AS MAIN LINE TO SERVE .5 O NG STRIP ( IT) X 20 TYPICAL BUILDING EL. 303.5 , USE A DEEP CUT CONNECTION TO TIE BUILDING CLUSTER. � . - COMPONENT 1 + COMPONENT 2 798 890 " ' 900 AT 5' BURY. 53' OF 6" SANITARY SEWER GREASE LINE AT 2.0% WITH . TO EXISTING 8" LINE AT EL. 295.64'. CLEAN OUT REQUIRED '' 177 FIRE LANE DESIGNATION - 8" WIDE FIRE LANE STRIPE PAINTED 26 EXISTING 8 WATERLINE (C ) 47I INSTALL _ - - 119 INSTALL 61' OF 1" POLY SET METER' AT BUILDING. 0 "PARKING SPACES PROPOSED „ ,> 1000 GALLON (7' X 14') GREASE IRO COMPLETE GREASE AT 75 INTERVALS. TOPS TO MATCH FINISH GRADE. INSTALL • RED WITH WORDING - FIRE LANE - NO PARKING - TOW O270 3 TAPPING SLEEVE AND VALVE WITH 15 OF 3 WATERLINE. - TRAP MANHOLE TO MATCH FINISH GRADE. FLOWLINE AT BUILDING DOUBLE CLEAN OUT AT BUILDING. TOPS TO MATCH FINISH AWAY ON PHASE 1: 172 ZONE" IN 4 WHITE LETTERS. WORDING MAY NOT BE ~ "WATER METER: 306:0' -TIE TO SERVICE LINE - 4`?i. GRADE. 12 INSTALL. 65' OF 1' POLY, SET METER AT BUILDING ADA SPACES PROVIDED: 2 i O SPACED MORE THAN 15 APART. PAINT CURB OR PAVEMENT. . A 27b 1 _ PHASE 2: 651 I ' _ , 66b INSTALL 86 OF 6 SANITARY SEWER GREASE LINE AT 2.0% INSTALL 25' OF 1 " POLY SET M ER AT BUILDING. ADA SPACES PROVIDED: 15 I 27c 1 WATER METER. ®EXISTING MANHOLE REMOVE CONE AND ADD RINGS TO 121 • 178 HANDICAP PARKING SPACE VAN ACCESSIBLE WITH UNIVERSAL CL " MATCH FINISHED GRADE. FL = 304.50. FROM BUILDING EL 303.5', TIE TO 6 SERVICE LINE AS , " - O PHASE 3: 120 27d 1 WATER METER. SHOWN. INSTALL DOUBLE CLEAN OUT AT BUILDING. GREASE 122 INSTALL 30 OF . 2 POLY, SET BANK OF 2 METERS AT HANDICAP SYMBOL PAINTED IN SPACE). ADA SPACES PROVIDED: 12 (-' CONNECT TO EXISTING 8" VALVE WITH 6° X 8" REDUCER. TRAP TO BE INSTALLED BY OWNER. 0 3 SEPARATION.I i 28o CO 67 N/A 178 HANDICAP PARKING SPACE (WITH UNIVERSAL HANDICAP TOTAL PROPOSED: 943 INSTALL FDC (DOUBLE CHECK VALVE ASSEMBLY) WITH 64 49° EXISTING 8" PVC SANITARY SEWER LINA;- FL = 304.60 O 123 INSTALL 45' OF 1" POLY, SET METER AT BUILDING. SYMBOL PAINTED IN SPACE). cu 28b LF 6" FIRE LINE TO SERVE SPRINKLER SYSTEM. 49b EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.60 68 N/A »%% O O INSTALL 45 OF 2 POLY LINE SET BANK OF 5 METERS" AT UTILITY ('� ('� � 28c 6" FIRE LINE (T0 DOUBLE CHECK VALVE ASSEMBLY) TO 124 179 MOUNTED HANDICAP PARKING SIGN. VAN ACCESABLE AND/OR JJ1J o SERVE SPRINKLER SYSTEM. INSTALL FDC t� BUILDING. 49c EXISTING 8" PVC SANITARY SEWER LINE, FL = 304.50 69 N/A 3' SEPARATION AT�� BUILDING. STANDARD AS REQUIRED. = �T•. ..•.•...74.4 t 1 125 INSTALL 45 OF 1 POLY LINE, SET METER AT BUILDING. WATER DEMANDS. . � •: ••• S 1 N EXISTING SANITARY SEWER MANHOLE TOP MANHOLE 0 28d 1 " WATER METER. 50 180 HANDICAP LOAQING ZONE PAVEMENT- MARKINGS- * � � * 1 70 N/A __ _ - GENERAL: TCEQ DEMAND `RATES •:••••� 309.8'. FLOWLINE NEW 8" IN 306.92' (NORTH) INSTALL COX COMMUNICATIONS -CONTACT ACCORDING TO TAS/ADA. �•*•��••••••••••••••••••••••• 00 288 1 WATER METER. „ 71 N/A RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP ! / O DROP MANHOLE. FLOWLINE EXISTING 8 OUT - 302.0;. 979-774-2506. MINIMUM 30 BURY. PROVIDE RETAIL AVE DAILY DEMAND ............... 25 GPD/CAP / `ALFRED A PAINE / O1 „ 51 LOWER EXISTING SANITARY SEWER MANHOLE TO MATCH 72 N/A MINIMUM 9" VERTICAL SEPARATION BETWEEN 181 6 WOOD FENCE ON TOP OF 5 RETAINING WALL: Z•.� *.....• •••�•••••••••;•• 28f 1 WATER METER % O O PROJECT SPECIFIC: POPULATION DENSITY PER B CS UNIF ED DESIGN GUIDELINES /��• 97221 ;•��r z ` CONNECT TO EXISTING 8" X8" DUCTILE IRON CROSS WITH 8" PROPOSED GRADES. CROSSING UTILITIES/LINES. 182 5' HIGH LANDSCAPE BLOCK RETAINING WALL. BASE OF WALL / l u1n% 4/C tiO: t 73 N/A O , FOR WATER & SANITARY SEWER I F ENS 29 X 10 REDUCER. (SEE PLAN/PROFILE SHEEP FOR COMPLETE FURNISH AND INSTALL 2 SCHED. 40 PVC CONDUIT, WITH PULL STRING. TO BE 1 OFF PROPERTY LINE. 11 SS�......••'�G�� - CL 74 N A CAP AND MARK ENDS. ROUTE TO FOLLOW CITY OF COLLEGE STATION 1A ONAL �, ' DETAILS). 52 N/A O / AVE DAILY DEMAND........:... 17.73 ACRES * 30 PERSONS CRE * 25 GPD/CAP Li _ ELECTRIC ROUTE. 182 2'-3' HIGH LANDSCAPE BLOCK RETAINING WALL 30 PROPOSED 10" WATERLINE (C 909) (SEE PLAN/PROFILE ELECTRICAL TOTAL ............................ 13,298 GPD 9 2 GPM . SHEET FOR COMPLETE DETAILS). 75 S 126 N/A 183 SAW CUT TO REMOVE CURB. PROVIDE EXPANSION JOINT, ADJUSTED DAILY DEMAND.... AVE DAILY DEMAND * 1;5 ' 0 310 1.5' OF 3 WATERLINE (SDR -21, ASTM D2241). O CONTACT SAM "WEIDO AT COLLEGE STATION UTILITIE i O 6" bOWELL INTO EXISTING PAVEMENT 12" O.C. TOTAL .......................:... 19,946 GPD 13 8 GPM I i TALL 1-1 2" WATER METER IRRIGATION. 53 ((979)764-6314 -FAX: (979)764-3452) FOR EXACT ROUTING 127 N/A 31 b INS O N/A HANDICAP CURB RAMP WITH FLARED SIDES,. PER ADA TAS 7 i a O / TO BUILDINGS AND EXACT PAD SIZE / SPECIFICATIONS. , 128 N/A 184 STANDARDS / PEAK HOURLY DEMAND.... ADJUSTED DAILY DEMAND * 4 w 32° 64' OF 6 FIRE LINE. PRIMARY HAS A MIN. 48 BURY - SECONDARY SECONDARY HAS A MIN. 30 129 N/A TOTAL .................. a 1 3,324 GPHr 5 GPM z m O BURY. O 185 ROCK INLAY PER ARCHITECT PLAN / I' o I Li 32b STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5 130 N/A PER BRYAN COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND -AVE DAILY x 1.5in D=ADJUSTED DAILY x 4.0 W c O FROM B.C.) 75 FURNISH AND INSTALL 3 - 4" CONDUIT - 28' LONG AT 4' BURY. SIGNAGE 186 BRICK PAVER INLAY - PER ARCHITECT PLAN a � 54 300 FTS .SIGN - 24' TALL X 23 WIDE SET 50 FROM SANITARY SEWER DEMANDS: In LINE. 33o PROPOSED 8' WATERLINE: O N/A 131 Q 187 4 CONCRETE WALK. E / ' GENERAL: TCEQ DEMAND RATES 2 > / 76 FURNISH AND INSTALL 2 - 4' CONDUIT - 40 LONG AT 4 BURY. O B.C. ROUTE ELECTRICAL CONDUIT TO SIGN.. O oEn 0 33b N/A 55 PROPOSED 8" SANITARY SEWER LINE AT 0.4% WITH - O • ELECTRICAL 188 6 TALL CMU WALL. RESTAURANT AVE DAILY DEMAND ....... 18 GPD CAP w FURNISH AND INSTALL 3 X 5 PULL 80X, PER COCS ELE O i 3 STANDARD CITY OF COLLEGE STATION-Ni,0WOLE(S). NOT 77° STANDARDS 132 200 FT SQ. SIGN - 22 TALL X 23 WIDE - SET 50 FROM , RETAIL AVE DAILY DEMAND 25 GPD/CAP z v_, cn ................ v, 33c 23' OF 6 WATERLINE: REQUIRED FOR BUILDING SERVICE. SERVICE PROVIDED BY B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. 189 6 WIDE X 4 THICK CONCRETE SIDEWALK. z a W � 0, „ EXISTING SANITARY SEWER STUBOUT LOCATED AT NORTHEAST 77b FURNISH AND INSTALL 3 - 4" CONDUIT - 232' LONG AT 4 BURY. u 33d BANK OF 3 - 1 WATER METERS PROJECT SPECIFIC: POPULATION DENSITY PER B/CS UNIF ED DESIGN GUIDELINES o o z � � q i e O CORNER OF BUILDING. LINE & SERVICE LOCATIONS 77c PUNISH AND INSTALL 5.7' X 5.7' TRANSFORMER PAD. 133 60 FT SQ. MONUMENT - 4 TALL X 15 WIDE - SET 48 190 FLUSH CURB CONDITION. FOR WATER & SANITARY SEWER a a m w ii 33e N/A POSSIBLE BUT NOT NECESSARY. O FROM B.C.I X08 z N��a 191 TRANSITION TO FULL CURB IN 27 FEET: AVE DAILY DEMAND:........... 17.73 ACRES �0 PERSONS ACRE 25 GPD CAP i 77d ROUTE 2 - 4' CONDUIT - 39' L-0NG TO BUILDING * - * uj �, N x } r L 2" BLOW -OFF VALVE. REMOVE FOR FUTURE 6" FIRE LINE TO DOUBLE 134 60 FT SQ. MONUMENT - 4` TALL X 15' WIDE -SET 48 / / a -' z w O ( O ROUTE AS DIRECTED BY OWNER. TOTAL ...................:....... 13,298 GPD o o a o 9 � > 33f CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM. 56 N/A FURNISH AND INSTALL 3 X 5' PULL BOX, PER COCS ELECTRICAL FROM B.C. 192 DEMO ENTIRE APRON, SAW CUT ALONG GUTTER FLOWLINE. y �a t } o z a 0 Y 57o INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING - 78a(n z � 33g N/A O STANDARDS 135 60 FT SQ. MONUMENT - 4' TALL 'X 15' WIDE -SET 65' ADJUSTED DAILY DEMAND..... AVE DAILY DEMAND * 1:5 � � Y � � � Y Y a N O EL. 309.50 - EXTEND 35 ® 2.0% TO EL. 308.80 (USE DEEP 78b. FURNISH AND INSTALL 3 - 4" CONDUIT - 205' LONG AT 4' BURY. FROM B.C. 193 6" REINFORCE CONCRETE BOTTOM DELINEATION POND. TOTAL ................:,.......... 19,946 GPD N N � a �" a °d• = I 3 33h BANK OF 2 - 1" WATER METER. CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. _) TO 8" O - _ O m z a N a a a 0 H 8 X 8 T D. 136 200 FT SQ. SIGN 25' TALL X 23' WIDE SET 55' FROM 1 % SLOPE ACROSS BOTTOM TO LOW POINT EL. 291. PEAK HOURLY DEMAND.... ADJUSTED DAILY DcMAND * 4 W o "' x z a I 33i 2 BLOW -OFF VALVE. REMOVE FOR FUTURE 6 FIRE LINE (TO DOUBLE LINE - EL. 308:22: INSTALL A DOUBLE CLEAN OUT AT 78c FUNIS AND INSTALL TRANSFORMER PA B.C. ROUTE ELECTRICAL CONDUIT TO SIGN. TOTAL .............. _ � o a Y m � �E a j 3 O CHECK VALVE ASSEMBLY) TO SERVE SPRINKLER SYSTEM.. BUILDING. 194 STOP LINE 3,324 GPHr ............. O FURNISH AND INSTALL 3- 4 CONDUIT - 132' LONG AT o Yo 0 o N 0 w w � 57b INSTALL 25' OF 6" SANITARY SEWER GREASE LINE WITH 1000 78d 4' BURY TO BUILDING 137 N/A U) N w w W U Z z m CL 33j FIRE DEPARTMENT CONNECTION O 19 TRAFFIC ARROWS (WHITE). IN CONFORMANCE WITH _ < M I 0 0 GALLON (7' X 14) GREASE TRAP - COMPLETE - GREASE TRAP FURNISH AND INSTALL 3 - 4'' CONDUIT 84' LONG AT 138 N/A ( ) PER BRYAN/COLLEGE STATION DESIGN GUIDELINES: ADJUSTED DAILY DEMAND=AVE DAILY x 1.5 � � � W 0 MANHOLE TO MATCH FINISH GRADE - EL. AT BUILDING - 78e TEXAS MUTCD STANDARDS ; AK HRLY D D=ADJUSTED DAILY x 4.0a. _r K 2i Z I U! Y Y. i 4 BURY TO BUILDING 139 N/A 194b 6" WIDE LANE DIVIDERS (WHITE). 309.5 , EL. AT 8 LINE - 305.06 . 0' 3`b N A 790 FURNISH AND INSTALL 3' X 5' PULL BOX, PER COCS ELECTRICAL STORM SEWER (REFER TO GRADING RAISED CURB MEDIAN to Li o i O / 57c INSTALL 40' OF 6" SANITARY SEWER LINE FROM BUILDING - O STANDARDS O PLAN FOR COMPLETE, DETAILS ON THE 195 _ o M N M N 0 34b 1 WATER METER. EL. 309.5' -EXTEND 35' ®2.0% TO EL. 308:80 USE DEEP STORM SEWER SYSTEM . - T A A � O " _ „ ( „ 79b FURNISH AND INSTALL 2 - 4 CONDUIT - 414' LONG AT 4 BURY. I 6" PLUG FOR FUTURE 6 FIRE LINE TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT iU 8 LINE � ELEV. _) TO 8 O ) 196 INSTALL 2 DIA x 8 LONG LIGHT BSE TOP OF BASE N "' M M tD n O, � 0, 34c ( 79c FURNISH AND INSTALL 2 - 4" CONDUIT - 104' LONG AT 4' BURY JUNCTION BOX TO CONNECT NEW STORM SEWER TO EXISTING TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET , ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.41. INSTALL A DOUBLE CLEAN OUT AT O 140 C7.3. SCALE: 1 = 30 35° N/A BUILDING: 79d N/A STORM SEWER. I . 141 GRATE INLET. . - 197 INSTALL 2' DIA x 6' LONG LIGHT BASE. TOP OF BASE DRAWN BY: BLB I 35b BANK OF 4 - 1 WATER METERS 57d INSTALL 40 OF 6 SANITARY SEWER LINE FROM BUILDING - 79e FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. O TO BE 6 ABOVE FINISH GRADE. SEE DETAIL ON SHEET _ i all EL. 309.5 -EXTEND 35 2.0% TO EL. 308.80 (USE DEEP O „ 142 CURB INLET. C7:3. 35c 6 TEE FOR FUTURE 6 FIRE LINE (TO DOUBLE CHECK VALVE CUT CONNECTION TO CONNECT TO 8" LINE ® ELEV. -) TO 8" FURNISH AND INSTALL 6 - 4 CONDUIT - 234' LONG AT 4' O APPROVED BY: AAP A ASSEMBLY) TO SERVE SPRINKLER SYSTEM. INSTALL FDC ® BUILDING. LINE - EL. 305.35'. INSTALL A DOUBLE CLEAN OUT AT 79f BURY 143 12" ADS N-12. 198 N/A DATE: 09/25/2014 •� 36 STANDARD CITY OF COLLEGE STATION FIRE HYDRANT (SET 2.5' FROM BC) BUILDING. 79g N/A " N_ 199 TAPER CURB FROM 6" TO FLUSH IN 36'. FILE: sL N A 57e INSTALL 40' OF 6 SANITARY SEWER LINE FROM BUILDING 144 18 ADS 12. 370 / O EL 309.5' - EXTEND 35' ® 2.0% TO EL. 308.80 (USE DEEP 79h FURNISH AND INSTALL 3 - 4" CONDUIT - 59' LONG AT 145 24" ADS N-12. 200 DETENTION POND OUTLET o, I c 37b N/A " ) STORM SEWER OUTFALL EROSION CONTROL O CUT CONNECTION TO CONNECT TO 8 LINE ®ECFV. _ TO 8 4 BURY: 201 146 36" ADS N-12. 10 I'll 37c N/A LINE - EL. 305.26'. INSTALL A DOUBLE CLEAN OUT AT O N , " 80 EXISTING 2 - 4 CONDUIT STUBBED OUT FROM HOMEWOOD - 202 2-36" RCP DETENTION POND OUTFALL PIPES SHEET I BUILDING. 38o INSTALL 5 0 3 W ERLINE. SUITE PROJECT. 147 EXISTING CURB INLET TO REMAIN DOWELL NEW CURB 6 INTO' - CURB INLET WALL. p 38b 1-1/2" WATE R - IRRIGATION. 81° FURNISH AND INSTALL 8' X 8' TRANSFORMER PAD. (PH. 3) " 203 AREA GRATE INLET 81b FURNISH AND INSTALL 2 - 4" CONDUIT - 70' LONG AT 148 EXISTING 36 RCP TO REMAIN 39 N/A O 4 i 0 4' BURY TO BUILDING (MARKET). _Cl ' CL 40 N/A 149 EXISTING 36 RCP TO REMAIN: i 81c FURNISH AND INSTALL 2 - 4 CONDUIT - 65 LONG AT 4 BURY _ OF s 41 N/A O TO MID POINT OF 5 LEASE SPACE SET 5 METER BANKS. 150 EXISTING JUNCTION BOX TO REMAIN: �O 42 N/A 81d FURNISH AND INSTALL 2 - 4" CONDUIT - 140' LONG AT 151 JUNCTION BOX = 4 BURY TO BUILDING (RESTAURANT). O I . -