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HomeMy WebLinkAboutDrawingsU /B6AN AZ S CIVIL SITE NOTES: CIVIL SITE NOTES cont'd: , Iopqw UNT 1. THIS SITE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN AS 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0142 C, PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL-OFF CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' WITH AN EFFECTIVE DATE OF JULY 2, 1992 AND PLAT NOTES (VOLUME 7310, BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED 158 PAGE 107). CONTRACTOR(S) ONLY. INTERVALS AND AT ALL RADIUS POINTS, P. AC P.T.'S. ME'" / N )s. N CONSTRUCTION JOINTS SHALL BE PLACED AT 20' C.onsu/�tn9 ET eetl 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS �.� S8 Sh INTERVALS. �� a- V_M4 ALL TAS & ANSI STANDARDS. SANITATION '�, ( SLEEP I N N & N.T.S. (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR ' F \ N 1391 SEAMIST LANE<77845> SUITES-PH PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. 8 R POST OFFICE BOX 9253 H 3. ALL ROOF & GROUND-MOUNTED MECHANICAL EQUIPMENT SHALL BE I ` 3 6" PLEiN COLLEGE STATION TEXAS 7784 SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED �� , 1195 EARL RUDDER FRWY S. PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE MEETING SPACE. rn •,, ` NORTH EMAIL: civil@rmengineer.com COLLEGE STATION, TX SUBJECT LOT, MEASURED • FROM A POINT FIVE FEET ABOVE THE GRADE. THIS .� 0 20 40 OFFICE - (979) 690-0329 _ W 0 SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING o P H J, SE T rr V _ FAX - (979) 690-0329 SCALE TO MAINTAIN A UNIFIED APPEARANCE. OF EQUIPMENT OR VEHICLES. SANITARY SEWER GENERATED FROM THIS SITE WILL Q � /''� 3'� 16 ! /Q OF` fi0 V 30 BE NORMAL DOMESTIC WASTEWATER AND COMMERCIAL WASTEWATER BY DEFINITION. I- [ a ,Q SCALE: 1" = 20' 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER Z ARCHITECT BRICK U �^ DETERMINED PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE 1 (� N r ', . a Q P ALEXANDER MARCUS DESIGN GROUP, LLC APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE /� ; - _,. RMINED BY THE OWNER, BUT GREY OR NATURAL CONCRETE COLORS ARE O r N 123 WEST MAIN US STS. 201 NOT PERMITTED, CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER T i r ' f�� _ < F- GE2AND PRAIRIE, TX 75050 30 ° DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS f' N " 5. P va f; ': " :. : 4: 1 REFER TO SHEET COA WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT ,: i� d:•' OFF: 976 642-5123 ORDINANCE. ¢ M FOR SITE, PARKING, AND FAX: (866) 313-1554 EASEMENT LINE IS SHOWN, w MSC. CONSTRUCTION NO 15. LOT 2B, BLOCK ONE OF THE HIGH RIDGE SUBDIVISION WILL BE CONSIDERED ONE Z r W (3n TES' 6: 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE O PAVEMENT SURVEYOR ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS BUILDING PLOT WITH BUILDING MASS REQUIREMENTS (>50,000 S.F.) IN ACCORDANCE I P H ASS 01� E � REINFORCEMENT HUDSON SITE CONTROL AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND WITH SECTION 7.9 D-E OF THE UDo. Q I 21 REFER TO SHEET C2.1 181 SOUTH WATSON ROAD (� AA (�� R� %� F R SITE & PARKING , STE. 308. ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DEVELOP.MEi,�iT AI\Lc/�1• 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION f • _ #4 BARS (. ARLINGTON, TX 76010 fi 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT 87,2Q1 SOFT DETAILS. 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 40% TYPE IA - MONOLITHICI PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT OFF: (817) 633-2111 IMPERVIOUS COVER ON THE SUBJECT PROPERTY.. ,, ., FAX- 817 633-277 LIGHT HORIZONTALLY: FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE. "'``' - SYMBOL & LINE LEG ( ) tJ• LE _ _ _ -= _ �"" �; -- ����•' '`" , , `; > _ - END I CONCRETE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. N '53 33 50 E 365.22 CURB V4� RS POWER POLE 8. A DETENTION FACILITY IS NOT REQUIRED FOR THE PROPOSED - GUTTER ATI O BRAZ DEVELOPMENT. 30 17. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND I 1 N.T.S. LIGHT POLE COON FIRE HYDRANTS HAVE BEEN ACCEPTED BY THE CITY. 1 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND 1 GUY WIRE ANCHOR J PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS 18. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM u OVERALL GAS PIPELINE RISER VICINITY MAP SITE MAP PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT AND THE ITS ELECTRICAL SHUTOFF SHALL BE BY MEANS OF A "KNOX SWITCH" OR I paQwv WATER VALVE �P THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. A MANUAL DISCONNECT. SCALE: 1 "=100' ®wm WATER METER a EVv DOUBLE CHECK VALVE MARK DATE DESCRIPTION \ ' ELECTRIC VALVE OBv BALL VALVE ®EM ELECTRICAL TRANSFORMER SUBSTANTIAL I Tpgck �aM GAS METER Ct?MPLETE 1.,. 20' P-U.E. - - `I I \ \ ' o MH MANHOLE Q (1878/53) I �'�• „ \\ OC-0. CLEANOUT ISSUED FOR 5/8 I.R. FIRE HYDRANT W TELEPHONE PEDESTAL CONSTRUCT 10 Al AREA INLET 20' P.U.E. & Q �. I�L�. I DRAINAGE \ �\ O B JUNCTION BOX 6I22I09 A Li.l ` w L� ' I I (7310/1071.- • ._ Tip.. tih'�irrvli�i y o CURB INLET O^ NSTR1, C 1, ^ WAS � . t . - BUILDING SETBACK LINE o� I I CONCRETE HEADWALL, PER ISSUED PRIOR TO THI k \- -PROPERTY LINE Q W 4 ( I - TxDOT STANDARD (PW) \' I \-------- EASEMENT LINE DATE ARE REPLACED B a I w/STAMPED ROCK FACADE' I P1U.E. PUBLIC UTILITY EASEMENT THIS SET & SHOULD 'N T `t I I 24' PRIVATE & COLOR - SEE SHEET I I j BE USED FOR PROPOSED PAVEMENT � � � � ACCESS EASEMENT c1.2 � „ � CONSTRUCTION p I (7310/107) • �; i Li_ � oo I � �< PROPOSED STRUCTURE mw 15' P.U.E. ' J GAS RISER (+j I Y (7310/107) , M.H. Q \ i' 1l 0' . V/ ty Q Z Q ( m iF / ..RA ..... Q �� W Iui I . J.B. CONSTRUCTION tLj. •a sa 83 ,... 0 PHASE LINE J.B. �� �'o'• , Seo ' �: w : I I J ( 67,201 SQ.FT. ,p \ \ �+',�SS 0 NOTE. DRIVEWAY IS CV � ._ N_.:. ( �- � LOCATED AT to - _ DRAINAGE DIVIDE OF I� ?.x \ BAR-DITCH. NO z I o TYPICAL 4 WIDE PAINTED STRIPING I W DRIVEWAY CULVERT F.H. I I o Z REQUIRED. I N O (WHITE) M.H. REPRESENTATION 430 C. 1. OF 100-YEAR \ �O/� O C.I. I FLOODPLAIN -SEE W V / sQ.FT. -- 5 leo CIVIL SITE NOTE 1 \ Z V / O ,� � 17 SQ.FT. 18 32 � # ' � 13 SPACE (9'x1 ')=118. 0' �')=136,00'sls � }- _ 8.00' 15 SPACE (9'x1 { Q X Q SQ.FT. \ T < � IX = 0 W ph I Kf 6 WIDE � RE LANE - .n ..<,.:.�: .,,. F _.. _ � ".. t x ? 2 ,�,-.,..: x-. r`.'"�.",..,_.."""s.,'.�P.-.'z.'',-'v..s.•E"b n '.. ,., ..,.,?I? 2.,m s�:.a, :_;:.• _ l Q o ' PEDESTRIANR�tI� }l E LbIE FlRE L-ANE �Ili� IA}� FlRE G FlRE CRJE. ,. ...R� ANE' ......_ ._- �` _ ICROSS-WALK CO � \ � �„ TYPICAL -- Q W Z wz Z M AMBULATORY b b 0 Y 33 w 0 6" CONCRETE 0 TYPICAL FIRE m NOW OR FORMERLY p o 61.74' THROAT DEPTH I RAM_ P _TYPE 1 N PAVING N LANE STRIPING N t� S TQF� � in ` �o CITY OF COLLEGE STATION f W LL_ _ i ( 50 h� �h (VOLUME 7310, PAGE 107) W 0 O FIRE LANE j SNE � L BEFORE YOU DIG I'- _ �� �Qi FIRE LA CALLED: 1.675 AC w14 ' FIRE LANE I _;� � <�.. �.v FIRE LANE � l'C ___•� ��-- �� F-� FlRE LANE FIRE LANE �o�. � ��:. � ..w.y � CA RES � 1.L Q .;. sa;d5t,t,..-...cacai;: :.>�.:,. :•tts<_ r'. _ �.-•y.-n, ...._ fix:.. .•.?" _...-. •..i- - F `� e--fiT.� ,__ z,. �,_ SYSTEM v � F, _ T AS ONE CALL o - W & - 1-800-245-4545 C) u 423 � 1' r "• SQ.FT. 69 65 :'r w �EVN ° Oh (AT EAST 72 HOURS PRIOR TO DIGGING) w z zso I I Z t THE C NTRACTOR IS TO �� s2.Ff.-J 222 O O:.F 3 ARNINCr... v, V d c3 SPC 9'x18' 46.03 iso 549 LOCATE ANY AND ALL UTILITIES w:a i SQ.FT. , WALK i F - I I ! j SQ"FT. �� SQ-FT. 5g `� P [OR T� CO TRUE [ON AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES v Y CANOPY O �1 P1.I E > � 6 ALK ' To EZTS NG U TLIT(ES DUE TO ANY CONSTRUCTION ACTIVITY. V 4.00' - J 70 I I I i �. 23.00' , i 1.50' 0 I m TYPICAL FIRE (CLEARANCE=14'0") ' ZO 9 V COMMERCIAL LANE SIGN b 00 I I i j WALK I 5a rn I zs. w �UG 3 64 tt DRIVEWAY, SEE S O Z 0 tzi B/c C�,I:.r�t�I�IOC z i� N co. p TYPICAL 4 ' n= 59 " A I IPR IPERTY INFORMATION C..i �- DETAIL ST2-03 w Q`� Al % ' i ) I 9 x18 CONCRETE 0 w `n '� �Z z rt i I Z w cn C}EVELOPMEi�TjEI�VICS ` Q o AMBULATORY PAD FOR 8-BAY ;J r. �' X PW w, { T PILED. �ia�p(� H GH RI GE SU6D1VISION w -' RAMP - TYPE 1 r� w ` 26.00' �[MR. l� c0 p L I I I c BICYCLE RACK PLA 0 �s x+ 11 TYPICAL L T 2B, BLOCK ONE a � co `n 257 26.50' (VOL. 7310, PG. 107) I�1d PAINTE STRIPING S., w oo J � (WHITE) :y•I�Q W _ _ �T (2.7 9 ACRES ES or 118,854 SQ.FT.) =w�ZONED: j C-1 zCONCRETE 6O2 dHEADWALL _ U NOW JV) �.�.� , OR FORMERLY & WINGw =,• W _ I„ - PROPOSED H C PARKING I ALL U / _ u , ► t �� r. A BE KART x ROW w/SIGNS, WALKS, - Q w� _ 7842 PG. 102 r ;} 0.50 UZ - ....r ��; �3{ I`., a`,r ti � i t'•'; � ^�,,.- ' 412 z �. ''"y ri , J zj ,CURB STOPS, ETC... (; jx }� � (VOL.( ) CLIENT INFORMATION I �- .,d,�,�, cep#. _c 3 - �.- - _.sum:, � � � SQ.FT. .� ;�' f � ?4i CONCRETE HEADWALL, PER � ` • - _ - - PARKI G REQUIREMENTS: AKBER KARIM DOSANI J .. U - 4•S rir __ _ - _ - TxDOT STANDARD (PW) o ---.. _ - � 920 2 WATERFORD ' o_ '�� d � .. I - � .::, FIRS [AFIE :.;" :. -� � I � � �:.. , , , - RD � N VV/STAMPED .,., , 4 CE: R ORD DR ROCK FACADE Q I .. n.. + C. N, 77845 .� . a _ � �'• LEGE ATI _ OL TX f,.• _.__., m. _ c.0. o. PC/DWELLING UNIT C 0 s � � H 0 L 1 S ST � � 1' _ MEE INE ROOM & COLOR -SEE SHEET - 1-BAY FRONT LOADING DUMPSTER .- ELECTRICAL o s° I1 SPC 200 S.F. d- � w � O `� ,• '" _... fi- axe C1.2 -'''�; _ _ ✓nN� fi y� �L _+. :` I I - TRANSFORMER u? C...j a OFF: 979 255-2539 PAD w/8 HIGH SCREENING WALLS Y r, ( ) EQUI D: EffTYPICAL FIRE , T �•"- - �� � � a = _ PAD (MATCH FACADE OF BUILDING) &� r.. --� �' � _Q g � -�3 74 WELLI N UNITS - 74 SPACES ' x, ' r 45 EMAIL: akdosani@aol.Com TYPICAL 4 WID w. •�a _r a •; �3 €:� •[ 4 563 S.F. METING AREA(563/200) LANE STRIPING � : Y , ;�, �� ��,. �`- �`, � �. r��_� _ _ � �,, 2-6 PANEL STEEL GATES -SEE, :� • ' :�,:.r. ,• _ = 2.8 SPC 1 _ '1 FIRE LANE FIRE LANE r PAINTED S ,: _ a: Wiz_. , :. :E_,., ..?w,.. �,. - ��,._y _ a _ 0351 SP 1 A 1 »=20' CIVIL SITE NOTE #11� ,� :, I` r..r F {� �rh� STRIPING � 77 -- • �-`-- . - , �, .� � - - .- _� - .. .� ��. s � z` _ - --- (WHITE)- - - : � .. � (I I I,- _ FILENA S - � . � - --- ,t .. �., , _� _��,�-' _ ���,---•r= _ � ,.�-E?..�;' " �x ..�...�, � >f PROOVT LDRE su - � .. _ �-: x � _,�.,.�,>,,,s,,;.�.<.��.�„z...,�...,.,� APRIL 6C 2009 F.D.C. „l �..x - B.F.P. -------- � m . =�- - - - - _ LAR 73 SPACES I O 46 I REQEMITTED DATE: F.H Fn -C) 12.00' 7 SPACE (9'x1 ')-64. 0' 1 _ DRAWN BY: R.A.M. 2 W M s w w o I I F r �i - 461 H/C = 4 PA w. " az I I"- 7.5' B ILDING SETBA K sQ•FT• ' TOTIL 7 SPACES CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A SQ.FT. 2sz E.M. ! 1 I 5 wAILK I 212 REVIEWED F ISLAND E 'UI iEMENTS: I sQ.Fr. _ - G.M. _ f A.I. � © J. B. s4"Fr. �� I COMPLIANCERME CONSULTING ENGINEERS', N 53'33'50" E - 365.22' '- _ --/; / THE SQ ARE- 00 AGE SHOWN AT INTERIOR END CLIENT NO. PROJECT NO 5/8 LR. 5 g" I.R.AUG 1 3 2009 ISL ANQ ,INCL ES1, THE REQUIRED AREA FOR 23 0351 / SINGLE R ;DO BLE END ISLANDS. ONLY THE � NOW OR FORMERLY HIGH RIDGE SUBDIVISION I EXCESS AREA S ILLUSTRATED BELOW. ASHTEX, INC. LOT 2A, BLOCK ONE CO T S INTE ORP RKING = 25 SPACES STORM SEWER (VOLUME 8148, PAGE 81) (VOLUME 7310, PAGE 107) STORM SEWER '��ER� REQ INT. I LAND A Iuu r REA=(25/15x180)=300SQ.FT. MANHOLE GALLED: 2.537 ACRES ZONED: C-1 MANHOLE PROIV ED IN �fERIOR :ISLAND AREA = 715 SQ.FT. SHEET 4 OF 11 11 � I i .I. I I I lI : ___ I LANDSCAPING REQUIREMENTS LANDSCAPING NOTES: LANDSCAPING NOTES cont'd: LANDSCAPING NOTES cont'd: 9. COVER AREAS TO BE PLANTED WITH 6" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13-13-13 . - 18_ TOPSOIL SHALL BE PROVIDED BY LANDSCAPE{ ONTRA TOR AND USED FOR BACKFILLING ALL PITS FOR AREA METHOD SITE AFRONTAGE TREES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RME CONSULTING ENGINEERS (RME). RME IS NEITHER FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. PLANTS. AVERAGE TOPSOIL MIXTURE SHALL CONSh OF TH EE (3) PARTS GOOD GARDEN SOIL, 1/2 PART I -00009' PHASE ONE AREA=1.543 acres S.H. 6 E.F.R. - FREEWAY @ 25' SPC:. A LICENSED LANDSCAPE ARCHITECT NOR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO.. 11 ME - I BED MIX, 1/2 PART MANURE OR BONE MEAL, AND 0 E (1) OUND LIME PER CUBIC YARD.401 1.543 acres = 67,201 sqft. 0 60 pnts./1000 sgft.: 181 L.F. FRONTAGE/25 = 7.24 TREES MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDINANCE AND OBTAIN DEVELOPMENT 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA . (67,201/1000 x "60) = 4,032 pnts. REQUIRED = 8 TREES PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES (2 LBS/1,000 SQFT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 19. ALL PLANTS SHALL BE GUARANTEED TO B IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER Cn-tsullng E [nee-rs (60 puts/1000 sgft for bldg. sgft > 50,000 sgft)PROVIDED = 12.5 TREES .DEPARTMENT FOR REVIEW AND APPROVAL. I1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. ACCEPTANCE BY THE OWNER AND THE CITY OF COL GE STATION. (5 CANOPY & 15 NON -CANOPY) ADDITIONAL STREETSCAPE: 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET 20: ALL PLANT MATERIAL 5 1391 SEAMIST LANE <77845> 1 HALL BE MULCHED W H A MINIMUM 2" LAYER OF HARDWOOD, BARK MULCH POST OFFICE BOX 9253 S.H. 6 E.F.R. - EARL RUDDER FREEWAY CANOPY REQUIREMENTS: ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT UNLESS OTHERWISE SPECIFIED). ( E ED). PROVIDE MINIMUM 0' DIAMETER MULCH RING AROUND EXISTING TREES TO COLLEGE STATION, TEXAS 77842 ' S0% CANOPY TREES: (5,118 x 50%) = 2,559 Ants. ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE REMAIN, TYPICAL EMAIL: civil rmen i 300 pnts./50 L.F. Of frontage: PRIOR TO PLANTING. OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. @ g neer.com (300 x 181 /50) = 1,086 pets. REQUIRED 2,559 pnts. PROVIDED = 2,850 pnts. 21. MINIMUM TREE SIZE AT PLANTING IS SP C. IED ON THE PLAN (FOR SINGLE STEM, TREES). ALL OFFICE - (979) 690-0329 TOTAL LANDSCAPE POINTS REQUIRED = 5,118 pnts, p 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A 12. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED BY THE MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMU 3 TO TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED TOTAL LANDSCAPE POINTS PROVIDED = 5,410 pnts. PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT AMERICAN ASSOCIATION OF NURSERYMAN. ON THE PLAN. FAX - (979) 690-0329 P SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. ARCHITECT 22. ALL STRAPPING MUST BE CUT AWAY AND REM VED FROM R OT BALL PRIOR TO BACKFILLING PLANTING. I 4_ ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ALEXANDER MARCUS DESIGN GROUP, ILC PIT, AND THE TOP 1/3 OF THE BURLAP MUST BER OVER OM THE ROOT BALL. 123 WEST MAIN ST., STE. 201 BUILDING MASS REQUIREMENTS' ITS EXISTING CONDITIONS OR BETTER. 14. PRUNING: THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3, RETAINING NORMAL PLANT SHAPE; GRAND PRAIRIE; TX 75050 NEVER CUT EVERGREEN LEADERS. 23. THE LANDSCAPE CONTRACTOR SHALL COM LY WIT ALL APPLICABLE CODES AND .ORDINANCES REQUIRED = 15% FACADE FACING R.O.W. (51' x 15%) = 7.6' OF LANDSCAPING 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO REQUIRED = 8' OF LANDSCAPING ALONG FACADE FACING R.O.W. PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR 15. .THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO REGARDING LANDSCAPING. OFF: (976) 642-5123 COMPACTED STABILIZED EARTH_ PREVIOUS GRADE AND GROWING CONDITIONS. FAX: (866) 313-1554 I REQUIRED = 1 CANOPY TREE FOR EVERY 6' OF REQUIRED LANDSCAPING ALONG FACADE FACING R.O.W. 24. IT IS THE RESPONSIBILITY OF THE LANDSCA E CONT ACTOR To ESTABLISH A HEALTHY STAND OF REQUIRED = 1 TREE/6' x 8' = 1.3 CANOPY TREES GRAss oN ALL SEEDED AREAS. . REQUIRED = 2 CANOPY TREES 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. I I SURVEYOR 25. IN THE EVENT THAT PLANTING BEDS AND MULL H ARE EQURED, THE LANDSCAPE CONTRACTOR SHALL HUDSON SITE CONTROL i PROVIDED = 2 CANOPY TREES 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDIIJG TOP SOIL, AS NEEDED, FOR THE 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALL BLACK FABRIC MESH 181 SOUTH WATSON ROAD STE. 308 ES1 UtDER THE MULCH TO REVEN WEED GROWTH. INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. ARLINGTON, TX 76010 (� LANDSCAPE SCHEDULE 26. THE LANDSCAPE CONTRACTOR SHALL BE RESP NSIBLE OR THE WATERING AND THE MAINTENANCE OF OFF: (817) 633-2111 �-+ 8: ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. ALL LANDSCAPED AREAS UNTIL THE LATER OF: (Ili) THIRTY (30), DAYS FOLLOWING THE PLANTING OF THE FAX: (817) 633-2777 1 1 I SYMBOL N0. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS GRASS AND SHRUBS, OR (ii) THE DATE THAT THE I ILITY 0 EN\ TO THE PUBLIC FOR BUSINESS. PLANTS NAME NAME 4' OR 6, ` -_ I \ \ SYMBOL &LINE LEGEND „ As SPECIFIED,ON PLANS IRRIGATION NOTES. \\\ \ „ 2.1 -- 3:4 _ QUERCUS WATER CANOPY 40 GALLON . 9 _- 1 _ -- . -- . _ _ _-... \ _ -- _ POWER 2, 850 � 0 - I � R POLE CALIPER NIGRA OAK TREE a, =- 150 PITS. o ( ) \ \ 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLA T D AND LIGHT POLE > 1.25" �), \ \ LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR TO ISSUA CE OF I . LAGERSTROEMI CREPE NON -CANOPY 15 .GALLON r ^� \ `� CoCS CERTIFICATION OF OCCUPANCY. ,. > GUY WIRE ANCHOR 55 CALIPER INDICA MYRTLE 0 2,200 '� o \ �► GAS PIPELINE RISER SINGLE -CANE TREE (40 PNTS,) 1/8 x4 STEEL EDGE, q� ', P -I E BARK MULCH �•I n i ( )^'' 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A 'PRESSURE VACUUM BR ER, A D�4 WATER VALVE COLOR SPECIFIED BY OWNER W 2" T GK (MIN,) \\ REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLO EVICE ARK DATE DESCRIPTION ILEX BURFORD 3' O.C. (OPTIONAL, EXCEPT AT `" � �, \ ® WATER METER 36 10 GALLON CORNUTA SHRUB � `\� � AND INSTALLED PER CITY ORDINANCE 2394. DCV � URFORNUT AN HOLLY (10 PNTS.) 360 CURBS & SIDEWALKS) �a `�� \ o \ �Ev DOUBLE CHECK VALVE SUBSTANTIALLY \ � 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION S PER ELECTRIC VALVE I ,n W ( FINISH ♦ ` CITY ORDINANCE 2394_ 4)BV BALL VALVE COMPLETE . -I---- _ ELECTRICAL TRANSFORMER . ,•-•1 GRADE \ 4. INSTALLATION PVC SCH 40 SLEEVING SHALL BE COORDINATED WITH THE CO T D ®EM �-- 1-i I z _ -_ _ �, ( ) N RA T R AN ®GM GAS METER ISSUED FOR -_ ____ = =vim - j , ,� ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWAL�I WHERE MH Q I I I -==___ _ =- - __ - _-�= _-- __--_ L \ MANHOLE 1 `' __-__ _-- -=__ _-= -----=--_=_- _- - - _ APPLICABLE. -. -- nv�n - __�� 1 3:c a-.. _______ -- _..� --=-- _--__ OC -0. CLEANOUT CONSTRUCT Pi I ( Y�/\/\\j\\j\\j`� _ 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE 0 N R FOR `�'� FIRE HYDRANT �* 1.!_I I _ a.: \//\//\�j\�j\�j, NEW TOPSOIL .. II V'��'0� �, APPROXIMAT LOCATION - \j\\/\\j\\j\\j\\� » Z 20' P.U:E. & \ REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IE I GATi9N ®TP TELEPHONE PEDESTAL �. t \ OF TELEPHOE uNE �;.;; I.:. \\/�\\/�\\/�\\//\\/,` 6 THICK (MIN.) DRAINAGE SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LAND APING ® Alw > w ( I //j/// // //\� I❑ AREA INLET .-. I ( I //�//�/j�//�//�/�I, �� ( / ) \ �g GROWTH OF PLANTINGS. O�B JUNCTION BOX �_,_ ��' P I I F m �i\i\/\/\\i� - - .... _ . _ ISSUED PRIOR TO THIS ; Q c \\ \\ \ \ \ \ \ \\,�\/�\��\/ 7310 107 mx AND GROUND COVER AND MEET ALL .INITIAL WATERING NEEDS FOR VIABLE .ESTABLISH E T AND CONSTRUCTION DRAWING Lrih.! O (1878/53) 1 ; I I 24' PRIVATE ///\\/�\\�_\%/\\%/\1i/ 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND RIVAfiE -_ -___ ��ILUII�I(� SETBACK Lll�t DATE ARE REPLACED B 1 � �� SHRUB P LAN TI N G a PROPERTY LINE V � Q • r � � t I ( ACCESS EASEMENT UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. __I_____ THIS SET �C SHOULD NO Q = d 1.i.,1 m (7310/107) EASEMENT LINE BE USED FOR N.T.S. �- C9 Q ( I 1n 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT T MEET F .U,E: PUBLIC UTILITY EASEMENT QCl ( + + + + + + + + + + + + +1 LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROPERLY IRRIGA E T=1E CONSTRUCTION a I � I + + + + + + + + + + + + + + + + + + + + + { + +'+'+ + + + + + + -h + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + is + + + + + + + + + + + + + + + + + + + + + = I -: SOLID SOD AREAS TIF 419 BERMUDA + + + + + + + + + + +_,+++++++++ + + + + + + + + + + + + + + + + t + t + t fi t + + + + +++++ + + + + + + + + +++++ + + + + + + + + + + + + + + + + + + + + LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJA NT TO �� _ I ( ) I ( + ++++++-++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + +• + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++ + + + + + + + + + + + + + + + + + ++++ + 0 � ' L7 APPROXIMATE LOCATION + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + t + t + t + + + + + + + t + + + + + + + { + + + + +++++',+ THE PARKING LOT. � Z a 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++4-++++++ + +++++++++++++++++++++++++++++++ + i-®D1�lt�f(��`Q(+L.`(X1+QT©[}��++++++++++++++++++++++++++} h++++++++++++?+ ++1+ +++++ COMMON BERMUDA § _ �' c OF ELECTRIC LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + it RQ }l.. 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HIGH RIDGE SUBDIVISION 1 Y2 TAP & 1 IRRIGATION I STORM SEWER LOT 2A, BLOCK ONE STORM SEWER co i METER I (VOLUME 8148, PAGE 81) VOLUME 7310, PAGE 107 24"O PRIVATE I I MANHOLE ( ) MANHOLE N I m CALLED: 2.537 ACRES STORM SEWER I I I DEVELOPMENT or- v 1UL FLAT FILED: 511b/o6 OR TO N Y 14 NORTH LLJ = O 20 40 Z F 0 Z) SCALE: I" = 20' O I \ I UJ U) I \ U 0 \ _ 25 m Ip/1 \ Q W.%.. N \ Lit + W \ a, cr_ 0 0 U- f-- EE \ W W (1 j Q = \ ` \ w 0 Q!If \ U � o -Wu) IIn / � p z 1� s Z �W oQ; . LI \ QwJ f � m Z J 0 m 1 I, \ cr-N \ Q�"� ~o \ Lit I 3 x BALL DIAMETER I1.lJ L0 (5' MIN) W a) J . T-- I V) T_ I v- \\, _ _ /\///� CLIENT INFORMATION /\\/�/; AKBER KARIM DOSANI 9202 WATERFORD DR. /�\���` / COLLEGE STATION, TX 77845 OFF: (979) 255-2539 AN TI N GEMAIL: akdosani@aol.com I FILENAME: 0351 LP1 A I SCALE: 1"=20' I SUBMITTED DATE: APRIL 6, 2009 DRAWN BY: R.A.M. ( CHECKED BY: R.A.M. .STOP _f FIELD BOOK: N/A I PAGES: N/A I RME CONSULTING ENGINEER L BEFORE YOU DIGCLIENT No. PROJECT NO. EXAS OOE 45CALL 4545sTEM 31 - 0351 LE,AST 72 HOURS PRIOR TO DIGGING) 3NTRACTOR IS TO LOCATE, ANY AND ALL UTILITIES 'ION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES FILITIES DUE TO ANY CONSTRUCTION ACTIVITY. CIN i" SHEET 8 OF 11 UTILITY DEMAND SUMMARY: NOTES: CoCS ELECTRICAL NOTES: -_S:, '\ ' PEAK 1. PEAK WATER SHALL BE\ ce 1. THE CONTRACTOR SHALL INSTALL THE PRIMARY AND SECONDARY USE AVG. (x4.01 DETERMINED BY THE BUILDING CODE ELECTRICAL CONDUIT PER COLLEGE STATION UTILITIES (CSU) SPECIFICATIONS SEWER (gpd) 19,488 0.18cfs - FIXTURE COUNT METHOD FOR THIS AND DESIGN. mss\ NEW RESTAURANT FACILITY. O WATER (gpm) 29 115 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXTEND ALL NEW CONDUIT IRRIGATION (gpm) 45 45 2 SANITARY SEWER AVERAGE DAILY FROM EXISTING STUBS OR DESIGNATED TRANSFORMERS (OR OTHER EXISTING FLOW IS BASED UPON THE DEVICES). CALCULATED AVERAGE WATER 3. THE CONTRACTOR SHALL BE INSTALL ALL ELECTRIC DEVICE PADS AND/OR DEMAND (-307.) AND A 16 -HOUR FOOTINGS (LE. TRANSFORMERS, PULL BOXES, ETC...) IN ACCORDANCE WITH CSU USAGE PERIOD PER DAY. SPECIFICATIONS AND DESIGN DATA. 3. IRRIGATION DEMAND IS THE PEAK 4. THE CONTRACTOR SHALL INSTALL PULL BOXES IN ACCORDANCE WITH CSU DEMAND AND IS AN ESTIMATE AND SPECIFICATIONS AND DESIGN. PULL BOXES SHALL BE PROVIDED BY CSU. SHOULD BE VERIFIED BY THE IRRIGATOR. 111 { ♦ � // 1 APPROXIMATE { 1 I \ \ ♦ \` \ \ �/� LO ATION OF GAS LINE •— I I I \ ♦ \ / / `' { I m APPROX MATE LOCATION OF I I I \ \ ♦ ♦ \ � \ \ / / 18" UBLIC WATER LINE N 1 1 I APPROXIMATE LOCATION { OF ELECTRIC LINE O ' 24' PRIVATE \\\ \ 20' P.U.E. I� I— ACCESS EASEMENT \ `` < (1878/53) I (7310/107) ♦ 5/8" I.R. \ w1 20' P.U.E. & \ APPROXIMATE LOCATION Q W I OF TELEPHO E LINE DRAINAGE \ < FIV { 1 m I ( (7310/107) \ 1 ,� � w 0 Lu 1( 1 I { \ 1 CONIC Q w �^r, ( ( I \ HEAD V i m �-- 2 Q Q Z i I PUBLIC WATER LINE EXTENSION Z 0 i I I ( SLELEVE8 (MJ) TAPPING VALVE & " { > I - PROPOSED 36 0 STORM o _ 1-8��x 6" (MJ) TEE o0 SEWER — SEE SHEET C1.2 15' P.U.E. , 1 LL w w W { 1 1 I { 1-8 (MJ) PLUG 8"-20 L.F. (7310/107) cy m cn GAS RISER 1 I I 1-8" (MJ) GATE VALVE & BOX �..�. 3�{® 1-6 (MJ) GATE VALVE & BOX _ 6 tr I "� 1 -STANDARD FIRE HYDRANT ASSEMBLY 00 J.B. w -------------------------------------------------- - -- > Q { I 20 L.F. OF 8" PVC (C-909, CLASS _ _ _ O------------------------------ w `� w 1 { c ( 200) WATER LINE (48" COVER -MIN.) Tr I ( 1 r I II i _ _ v I I i { I / / f54 L.F:-OF�3__4,�-PVC—CONDUIT (GREY) w/PULL { STRING FOR PRIMARY ELECTRIC SERVICE (4$„MIN. COVER) MAINTAIN 24” (MIN) HORZ (I , 8" PUBLIC SEPARATION w/ALL OTHER UTILITIES I I SANITARY m O & PLACE IN SEPARATE DITCH 1 O f M.H. 1 SEWER ( 1 I I I Oo i PROPOSED 30"o STORM 1 // SCALE: 1" = 20' Gonsu/�rny ETineews 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 ALEXANDER MARCUS DESIGN GROUP, 123 WEST MAIN ST., STE. 201 GRAND PRAIRIE, TX 75050 OFF: (976) 642-5123 FAX: (866) 313-1554 HUDSON SITE CONTROL 181 SOUTH WATSON ROAD, STE. 308 ARLINGTON, TX 76010 OFF: (817) 633-2111 FAX: (817) 633-2777 MARK DATE I DESCRIPTION 95% COMPLETE; REVIEW ONLY NOT FOR CONSTRUCTION, 618109 I SEWER — SEE SHEET C1.2 _-� _ ca Q m I I m oo NOW OR FORMERLY � \ W = '" / En CITY OF COLLEGE STATION q I- > m ( / 18"0 PUBLIC (VOLUME 7310, PAGE 107) SANITARY SEWERCALLED: A ED1 75 ACRES0 Z W V, ol CANOPY ' INAL Y I / /' ( 6' V�ALK m // m PROPOSED 15"0 STOP M c 73 L.F. OF PVC ji WALK I I I 1 SEWER — SEE SHEE C1.2 1 /// 2 -3" � •APP + � I � N 1 i CONDUIT (GREY) w/PULL / ENTRY POINTS ILLUSTRATED 1 / STRING FOR PHONE &CABLE � ii I \ 56 L.F. OF 6 PVC m { � I / / I ( - REF. M.E.P. DRAWINGS 1 // TWO-WAY I 56 L.F. OF 6" PVC { i SERVICE w/24 MIN. COVER FOR EXACT LOCATION & (SDR -26, D3034) i N 6„ I /I'/� — AS DIRECTED BY UTILITY L i 1 1 1 1 SPECIFICATIONS SEWER C��2.00� SLOPE 1 // STANDARD 4"� � (SDR -26, D3034) / Y COMPANY_ (24 MIN COVER) 1 CLEANOUT �, SEWER CSD 2.00% SLOPE / I // F I 8"-18 L.F. CONCRETE � FREE- �/ 1 / TANDING // L=261.88' (24 MIN COVER) - HEADWALL { 1 1 / FDC w/21 L.F. OF 2 1/2" CPVC _:(01'784) FILL LINE TWO-WAY 1 // DEEP SERVIC FROM ULLDI G TO FDC STANDARD 4"0 m // I CONNECTION CONCRETE a W { (1 HEADWALL m " SLEEP INN & SUITES CLEANOUT 1 F/L=260.76 & WINGWALL 1 I 75 L.F. OF 6 PVC (C909, F/L=263.00' 1 / I I { CLASS 200) FIRE WATER F.F.-270.159 1 I , LINE (48 MIN. COVER) PUBLIC WATER LINE EXTENSION I Ij/ 1-18"x 8" (MJ) TAPPING VALVE & SLEEVE 1 1 { { 3 (1 Y2 BRICK LEDGE) _ss_ -�_ - - _�. - w _83- - _ -ss - - 1-8"x 6" (MJ) TEE 1 I I --b — 72 L.F. OF 2 Y2 PVC - - -ss 1-8" (MJ) ISOLATION VALVE w/AMPRO I { { (SCH 40) WATER SERVICE 190 L.F. OF 2-4 PVC CONDUIT (GREY) _ { m { _ (24" MIN. COVER) w/PULL STRING FOR SECONDARY Q // i BGREY w0 PULL'PVC STRING CONDUIT RUPRIMARY LOCKING LID (LL562)1-6 (MJ) GATE VALVE & BOX � I I I ELECTRIC SERVICE (36 MIN. COVER) (GREY) / 1 -STANDARD FIRE HYDRANT ASSEMBLY N I I ELECTRIC METER - MAINTAIN 24" (MIN) HORZ. SEPARATION Lo 1 ELECTRIC SERVICE (48" MIN. COVER) " ( 2000 AMP SERVICE // m - MAINTAIN 24 (MIN) HORZ. 1-2 %2 TAP & 2 DOMESTIC METER w/ALL OTHER UTILITIES & PLACE IN 1-1 Y2" TAP & 1" IRRIGATION METER 1 m {- -' - UT - - uw 120/208 - 3 PHASE SEPARATE DITCH // SEPARATION w/ALL OTHER UTILITIES 18 L.F. OF 8" PVC (C-909, CLASS 200) I 1 1 IN I� _ / & PLACE IN SEP RATE DITCH WATER LINE (48 COVER -MIN.) - - - - w i --w — .... --- — — — _ — ___ — —) 5' WALK — — — — -- — ---- ---- --- I w w N �- —UE— — —UE— — —UE— — —UE— -!E _ =UE- _ —!IE _ —UE UE —GAS Al �J— — O J.B. ---------- - 1 N 53'33'50" E --365.22'----------------------------------------- ----------- 1 I { TRANSFORMER & 5/8" I.R. 95 L.F. OF 1" POLYETHYLENE I PAD (FURNISHED T. B.M„#2 � 1 NOW OR FORMERLY ELEV.=265.19' PIPE GAS SERVICE w/3" PVC GAS METER BY ATMOS - HIGH RIDGE SUBDIVISION BY CoCS) ( ) ASHTEX, INC. LOT 2A, BLOCK ONE STORM SEWER Ott 1 (SCH 40) SLEEVING (36" MIN. REF. MEP PLANS FOR STORMSEWER ) (VOLUME 7310, PAGE 107) MANHOLE En ( (VOLUME 8148, PAGE 81 24"� PRIVATE COVER) { PRESSURE & LOAD DATA) CALLED: 2.537 ACRES STORM SEWER I til \ w Z®w o \ V) w J o f 'LJ Z J JO m 04 O �QU oC w ii TOP! 0 i CALL BEFORE YOU DIG �- = L TEkAAS ONE CALL SYSTEM j 1-800-245-4545' AT LEAST 72 HOURS PRIOR TO DIGGING) V1 RNINGI I: HE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES CLIENT INFORMATION PR R TO CONS RUCTI�N AND IS SOLELY RESPONSIBLE FOR ALL DAhIAGES TO EXIST SG UTIiLITIES DUE TO ANY CONSTRUCTION ACTIVITY. AKBER KARIM DOSANI 9202 WATERFORD DR. 00 COLLEGE STATION, TX 77845 OFF: (979) 255-2539 PLAN 0 ' EMAIL: akdosani®aol.com 1. FER T0, SHEET COA FOR UTILITY FILENAME: 0351 UP1A I SCALE: 1 "=20' AND MIS ELLANEOUS CONSTRUCTION SUBMITTED DATE: APRIL 6, 2009 NO DRAWN BY: R.A.M. CHECKED BY: R.A.M. 2. FER TO SHEET C2.2 & C2.3 FOR FIELD BOOK: N/A PAGES: N/A MISC:_*l.LANEOUS DETAILS. RME CONSULTING ENGINEERS 3. E CONTRACTOR SHALL BE CLIENT N0. PROJECT NO RES P(NSIB E TO ENSURE THAT ALL 231 - 0351 EXIST! 4G IIVPROVEMENTS (MANHOLE LIDS, VAU LT , T:?AFFIC BOXES, ETC...) ARE ADJU� d 0 THAT THEY ARE FLUSH WITH TH NEW SIDEWALKS AND ■ PAVE ENT. SHEET 6 OF 11 & LINE LEGEND _1ISYMBOL S� POWER POLE 3 LIGHT POLE j� GUY WIRE ANCHOR 6@ GAS PIPELINE RISER owv WATER VALVE ®wm WATER METER ©Dcv DOUBLE CHECK VALVE (61Ev ELECTRIC VALVE ®tMlEm Bv BALL VALVE ELECTRICAL TRANSFORMER M GAS METER H MANHOLE 0�..O- CLEANOUT 'FIRE HYDRANT 0 TELEPHONE PEDESTAL Al AREA INLET B JUNCTION BOX — — BUILDING SETBACK LINE ------ PROPERTY LINE -� ----- P.U.E. EASEMENT LINE PUBLIC UTILITY EASEMENT PROPOSED PAVEMENT , PROPOSED STRUCTURE T.B.M. .#1: "X" CUT IN SOUTHEAST OR I ER OF CONCRETE HEADWALL -OR�EXISTING 6' x 4' BOX CULVERT OCATED NORTH OF THE SUBJECT ROPERTY'S NORTHWEST CORNER. (� LEV. = 261.77' — NGVD 29) Ti B.M. �2. , RIM OF STORM SEWER LOCATED NEAR THE ' ANHOLE SUBJECT PROPERTY'S SOUTHEAST ORNER. (ELEV. = 265.19'—NGVD 29) Gonsu/�rny ETineews 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 ALEXANDER MARCUS DESIGN GROUP, 123 WEST MAIN ST., STE. 201 GRAND PRAIRIE, TX 75050 OFF: (976) 642-5123 FAX: (866) 313-1554 HUDSON SITE CONTROL 181 SOUTH WATSON ROAD, STE. 308 ARLINGTON, TX 76010 OFF: (817) 633-2111 FAX: (817) 633-2777 MARK DATE I DESCRIPTION 95% COMPLETE; REVIEW ONLY NOT FOR CONSTRUCTION, 618109 I SEWER — SEE SHEET C1.2 _-� _ ca Q m I I m oo NOW OR FORMERLY � \ W = '" / En CITY OF COLLEGE STATION q I- > m ( / 18"0 PUBLIC (VOLUME 7310, PAGE 107) SANITARY SEWERCALLED: A ED1 75 ACRES0 Z W V, ol CANOPY ' INAL Y I / /' ( 6' V�ALK m // m PROPOSED 15"0 STOP M c 73 L.F. OF PVC ji WALK I I I 1 SEWER — SEE SHEE C1.2 1 /// 2 -3" � •APP + � I � N 1 i CONDUIT (GREY) w/PULL / ENTRY POINTS ILLUSTRATED 1 / STRING FOR PHONE &CABLE � ii I \ 56 L.F. OF 6 PVC m { � I / / I ( - REF. M.E.P. DRAWINGS 1 // TWO-WAY I 56 L.F. OF 6" PVC { i SERVICE w/24 MIN. COVER FOR EXACT LOCATION & (SDR -26, D3034) i N 6„ I /I'/� — AS DIRECTED BY UTILITY L i 1 1 1 1 SPECIFICATIONS SEWER C��2.00� SLOPE 1 // STANDARD 4"� � (SDR -26, D3034) / Y COMPANY_ (24 MIN COVER) 1 CLEANOUT �, SEWER CSD 2.00% SLOPE / I // F I 8"-18 L.F. CONCRETE � FREE- �/ 1 / TANDING // L=261.88' (24 MIN COVER) - HEADWALL { 1 1 / FDC w/21 L.F. OF 2 1/2" CPVC _:(01'784) FILL LINE TWO-WAY 1 // DEEP SERVIC FROM ULLDI G TO FDC STANDARD 4"0 m // I CONNECTION CONCRETE a W { (1 HEADWALL m " SLEEP INN & SUITES CLEANOUT 1 F/L=260.76 & WINGWALL 1 I 75 L.F. OF 6 PVC (C909, F/L=263.00' 1 / I I { CLASS 200) FIRE WATER F.F.-270.159 1 I , LINE (48 MIN. COVER) PUBLIC WATER LINE EXTENSION I Ij/ 1-18"x 8" (MJ) TAPPING VALVE & SLEEVE 1 1 { { 3 (1 Y2 BRICK LEDGE) _ss_ -�_ - - _�. - w _83- - _ -ss - - 1-8"x 6" (MJ) TEE 1 I I --b — 72 L.F. OF 2 Y2 PVC - - -ss 1-8" (MJ) ISOLATION VALVE w/AMPRO I { { (SCH 40) WATER SERVICE 190 L.F. OF 2-4 PVC CONDUIT (GREY) _ { m { _ (24" MIN. COVER) w/PULL STRING FOR SECONDARY Q // i BGREY w0 PULL'PVC STRING CONDUIT RUPRIMARY LOCKING LID (LL562)1-6 (MJ) GATE VALVE & BOX � I I I ELECTRIC SERVICE (36 MIN. COVER) (GREY) / 1 -STANDARD FIRE HYDRANT ASSEMBLY N I I ELECTRIC METER - MAINTAIN 24" (MIN) HORZ. SEPARATION Lo 1 ELECTRIC SERVICE (48" MIN. COVER) " ( 2000 AMP SERVICE // m - MAINTAIN 24 (MIN) HORZ. 1-2 %2 TAP & 2 DOMESTIC METER w/ALL OTHER UTILITIES & PLACE IN 1-1 Y2" TAP & 1" IRRIGATION METER 1 m {- -' - UT - - uw 120/208 - 3 PHASE SEPARATE DITCH // SEPARATION w/ALL OTHER UTILITIES 18 L.F. OF 8" PVC (C-909, CLASS 200) I 1 1 IN I� _ / & PLACE IN SEP RATE DITCH WATER LINE (48 COVER -MIN.) - - - - w i --w — .... --- — — — _ — ___ — —) 5' WALK — — — — -- — ---- ---- --- I w w N �- —UE— — —UE— — —UE— — —UE— -!E _ =UE- _ —!IE _ —UE UE —GAS Al �J— — O J.B. ---------- - 1 N 53'33'50" E --365.22'----------------------------------------- ----------- 1 I { TRANSFORMER & 5/8" I.R. 95 L.F. OF 1" POLYETHYLENE I PAD (FURNISHED T. B.M„#2 � 1 NOW OR FORMERLY ELEV.=265.19' PIPE GAS SERVICE w/3" PVC GAS METER BY ATMOS - HIGH RIDGE SUBDIVISION BY CoCS) ( ) ASHTEX, INC. LOT 2A, BLOCK ONE STORM SEWER Ott 1 (SCH 40) SLEEVING (36" MIN. REF. MEP PLANS FOR STORMSEWER ) (VOLUME 7310, PAGE 107) MANHOLE En ( (VOLUME 8148, PAGE 81 24"� PRIVATE COVER) { PRESSURE & LOAD DATA) CALLED: 2.537 ACRES STORM SEWER I til \ w Z®w o \ V) w J o f 'LJ Z J JO m 04 O �QU oC w ii TOP! 0 i CALL BEFORE YOU DIG �- = L TEkAAS ONE CALL SYSTEM j 1-800-245-4545' AT LEAST 72 HOURS PRIOR TO DIGGING) V1 RNINGI I: HE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES CLIENT INFORMATION PR R TO CONS RUCTI�N AND IS SOLELY RESPONSIBLE FOR ALL DAhIAGES TO EXIST SG UTIiLITIES DUE TO ANY CONSTRUCTION ACTIVITY. AKBER KARIM DOSANI 9202 WATERFORD DR. 00 COLLEGE STATION, TX 77845 OFF: (979) 255-2539 PLAN 0 ' EMAIL: akdosani®aol.com 1. FER T0, SHEET COA FOR UTILITY FILENAME: 0351 UP1A I SCALE: 1 "=20' AND MIS ELLANEOUS CONSTRUCTION SUBMITTED DATE: APRIL 6, 2009 NO DRAWN BY: R.A.M. CHECKED BY: R.A.M. 2. FER TO SHEET C2.2 & C2.3 FOR FIELD BOOK: N/A PAGES: N/A MISC:_*l.LANEOUS DETAILS. RME CONSULTING ENGINEERS 3. E CONTRACTOR SHALL BE CLIENT N0. PROJECT NO RES P(NSIB E TO ENSURE THAT ALL 231 - 0351 EXIST! 4G IIVPROVEMENTS (MANHOLE LIDS, VAU LT , T:?AFFIC BOXES, ETC...) ARE ADJU� d 0 THAT THEY ARE FLUSH WITH TH NEW SIDEWALKS AND ■ PAVE ENT. SHEET 6 OF 11 /v AZ S , CIVIL SITE NOTES: CIVIL SITE NOTES contd: BRIAN UNT' 1. THIS SITE DOES NOT LIE WITHIN THE 100 -YEAR FLOODPLAIN AS 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAINMENT FOR WASTE GRAPHICALLY DEPICTED FEMA FIRM COMMUNITY NO. 48041, PANEL NO. 0142 C, PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL -OFF WITH AN EFFECTIVE DATE OF JULY 2, 1992 AND PLAT NOTES (VOLUME 7310, BOXES/METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED 158 PAGE 107). CONTRACTOR(S) ONLY. - ♦ ` N ,SS �T /N 2. DESIGNATED HANDICAP PARKING SPACES, WALKS & RAMPS SHALL MEET 11. THE CONTRACTOR SHALL CONTACT MR. WALLY URRUTA, CoCS PUBLIC WORKS 86ry 1 \ALL TAS & ANSI STANDARDS. SANITATION (979-764-3841), FOR FIELD VERIFICATION PRIOR TO FORMING OR 1� ' `\� ♦ F SLEEP I N N & �T�S� � PLACEMENT OF CONCRETE FOR ALL DUMPSTER PADS. ♦ 38 � 3. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SUITESSCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY 12. THE INTENDED USE FOR THIS DEVELOPMENT IS FOR HOTEL WITH LIMITED 00 1195 EARL RUDDER FRWY S. PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE MEETING SPACE. a) - COLLEGE STATION, TX SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. THIS W MO SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND 13. NO WASTEWATER WILL BE GENERATED FROM THIS SITE BY CLEANING/WASHING d 30 SCALE TO MAINTAIN A UNIFIED APPEARANCE. OF EQUIPMENT OR BE NORMAL DOMESTIC SANITARY GENERATED MH WASTEWATER AND COMMERCIALWASTEWATERBYDEFINITION.IS SITE I j 4 O 60 4. ENHANCED PAVING FOR CONCRETE SIDEWALKS SHALL CONSIST OF EITHER Z t^ �.A BRICK PAVERS OR STAMPED CONCRETE. COLOR AND PATTERN SHALL BE 14. SITE LIGHTING, DIRECTIONAL SIGNS, MENU BOARDS, DETECTORS & OTHER SITE M w DETERMINED BY THE OWNER BUT GREY OR NATURAL CONCRETE COLORS ARE APPURTENANCES ARE SHOWN FOR REFERENCE AND ILLUSTRATION ONLY. THE Lt. p NOT PERMITTED. CONTRACTOR SHALL COORDINATE THESE ITEM'S INSTALLATIONS WITH THE PROPER % sr Ito 5 e� DESIGN CONSULTANT. FREE-STANDING SIGNS AND BUILDING SIGNANGE IS C'4 _� / / f / / eV 30 to PERMITTED SEPARATELY AND MUST COMPLY WITH THE UNIFIED DEVELOPMENT �p f 5. WHEN BUILDING SETBACKS AND EASEMENT LINES OVERLAP ONLY THE ORDINANCE. Q f / / EASEMENT LINE IS SHOWN RDIANCE. Lu 15. LOT 2B, BLOCK ONE OF THE HIGH RIDGE SUBDIVISON WILL BE CONSIDERED ONE Z `// �. lf' ` �' • ' / / !/ fes ` `max z/ = 6. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE /f f f 1�I Tf A fE�A/ w ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS BUILDING PLOT WITH BUILDING MASS REQUIREMENTS (>50,000 S.F.) IN ACCORDANCE �j / /%/�� fi f/ ,!n WITH SECTION 7.9 D -E OF THE UDO. %/ / XJ ,Fl AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND f f f ,/ ►�� ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT f 6 7. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 40% PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT/ IMPERVIOUS COVER ON THE SUBJECT PROPERTY. LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE / LE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. N 53'33'50 E - 365.22 �• 8. A DETENTION FACILITY IS NOT REQUIRED FOR THE PROPOSED ATIO BRAZ DEVELOPMENT. - 17. NO COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL ALL-WEATHER ROADS AND 1 1 30 ( COUN FIRE HYDRANTS HAVE BEEN ACCEPTED- BY THE CITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND ��� \ PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS 18. THE BUILDING SHALL BE EQUIPPED WITH A "KNOX BOX" SECURITY KEY SYSTEM OVERAL SITE MAP ECT. THE VICINITY MAP THEJOCCURRENCEO F�WINDOBLOWNSHALL LITTER FROM THEMEANS PROJECTAS TE. PREVENT THURE A MANUAL ELECTRICAL DISCONNECT.SHUTOFF SHALL BE BY MEANS OFA "KNOX SWITCH" OR , SCALE: 1"=100' I � r E NOW CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s.t y ET neers CONSTRUCTION JOINTS SHALL BE PLACED AT 20' ` Consul pin INTERVALS. N 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 R 6» PLAN COLLEGE STATION, TEXAS 77842 NORTH EMAIL: civil@rmengineer.com 0 20 40 OFFICE - (979) 690-0329 3» ... FAX - (979) 690-0329 SCALE: 1 = 20 A PLAN NOTES: ALEXANDER MARCUS DESIGN GROUP, LC 04 123 WEST MAIN ST., STE. 201 GRAND PRAIRIE, TX 75050 d' '' :� :.:• 'd�-. 1. REFER TO SHEET C0.1 OFF- (976) 642-5123 . FOR SITE, PARKING, AND FAX: (866) 313-1554 MISC. CONSTRUCTION NOTES. 3" PAVEMENT REINFORCEMENT 2, REFER TO SHEET C2.1 HUDSON SITE CONTROL 18-1 WATSON • =4 BARS FOR SITE & PARKING ARLINGOTON UTH TX 76010 ROAD, STE. 308 # DETAILS. TYPE IA - MONOLITHIC OFF: (817) 633-2111 SYMBOL & LINE LEGEND FAX: (817) 633-2777 CONCRETE CURB & GUTTER ' POWER POLE N.T.S. V LIGHT POLE GUY WIRE ANCHOR- - 151 GAS PIPELINE RISER '0 w/ WATER VALVE lwm WATER METER I aDCv DOUBLE CHECK VALVE ARK DATE DESCRIPTION m Ev ELECTRIC VALVE � 4PBv BALL VALVE g5% COMPLETE ` \ IREM ELECTRICAL TRANSFORMER '134- ` \ '6GM GAS METER REVIEW ONLY \ ck ` ' MANHOLE �M 20' P.U.E. �oCLEA OUT NO T FOR IO(18c ,FH FIRE HYDRANT CONSTRUCT 78/53) 5/8" I.R. Orn TELEPHONE PEDESTAL AI AREA INLET . W 20' P.U.E. & \ \ N ' o B JUNCTION BOX 618109 O LTJ ( I DRAINAGE \ i sI� CURB INLET I (7310/107) Z W I I+ i -- - _ BUILDING SETBACK LINE PROPERTY LINE I w CONCRETE HEADWALL, PER EASEMENT LINE o, I I TxDOT STANDARD (PW) Qxl P. E. PUBLIC UTILITY EASEMENT Q= a W 0 ( w/STAMPED ROCK FACADE I IPRELIMINARY Z ( I & COLOR - SEE SHEET I f. PROPOSED PAVEMENT Z o I 24' PRIVATE C1.2 THIS DOCUMENT IS RELEASE w ':l, ACCESS EASEMENT c0 FOR THE PURPOSE OF INTERIM PROPOSED STRUCTURE Q o w I (7310/107) o� a �h =i REVIEW UNDER THE AUTHORI 0D 15 P.U.E. , r`. OF RABON A. METCALF, P.E. I U �N flit M. H. '= LL w w I I (7310/107) N Q \ N0. 88583, ON JUNE 8, 200 to J GAS RISER M IT IS NOT TO BE USED FOR co- < I Q I r CONSTRUCTION, BIDDING OR Q2 y Im ( a CONSTRUCTION wWr \ PERMIT PURPOSES. W = > J.B. J.B. PHASE LINE I z 67,201 SQ.FT. try", L0 z • N �v. ,., _u ..n.. N O E DRIVEWAY -.,� . , . .r _ _ .� _ _ _._ , .�_.�.� ..�...�.�,�.w . .�-�,�.... a� ���� ���- :�. � ,. ����r�,.��„ .�,_._.�_. 4.�...,�.�� w.x..�:.,_.�.���.��..u._�..�,�,�.,.s�_ ,a.,,,>�> ,.��w..v.�,.��.�.:..�.�.....,..,��N.v��. ,,�,�.y.,a� ��- ,�...��.�µ.,..,u�w_, ,,�� .�.�;��.->www,���.,._�.,.�,.�_.o,>M,,.��,,.F.y,�..w�u \ LOCATED AT I I DRAINAGE DIVIDE OF I TYPICAL 4 WIDE o BAR -DITCH. NO Z I o PAINTED STRIPING I �I F- DRIVEWAY CULVERT F.H. I N (WHITE)GRAPHICAL D REQUIRED. ° I r, o M.H. (�' REPRESENTATION 1 0/� O �� -a OF 100 -YEAR V C.I. C.I. FLOODPLAIN - SEE Z �o `ro. I 430 I CIVIL SITE NOTE #1 a '�' Q p rA SQ.FT. -sem b 17 180 18 32 i' s¢, , ' ( / /► v in `� SQ.FT. V I / , , 516 P; v ;� W ' 13 SPACE (9'x1 ')=118. 0' oho $,pp' 15 SPACE (9 x1 )=136 00 I SQ.FT. �, �I': W Z �-- S'`s m t� r, w " 6 WIDE _ FIRE LANE -_.,. _, ._.._... _ .. _ ,. ,,-m_-rax..4----_ ---_, _.w.n,,,,• ..--. I _-..,. .:,-..,,.,:.,.:.�. .:. 1 ' RE LANE FIRE LANE FIRE LANE FIFE LANE flFEE LANEhIREixI ANS FlRE I (SIE FlRE LANE nFlRE "¢ E FIRE RANI FIRE LAh1E Q W z w. Q o PEDESTRIAN __ L; C o I CROSS -WALK 1 33 rl V) p o o TYPICAL i AMBULATORY o TYPICAL FIRE NOW OR FORMERLY t °, LL ,n 6" CONCRETE o 61.74' THROAT DEPTH RAMP -TYPE 1 co PAVING (6 LANE STRIPING N ;j 1 CITY OF COLLEGE STATION STOP _ w Q _ c� c� (VOLUME 7310, PAGE 107) W Rg�Q FIRE LANE FlRE LANE CALLED: 1.675 ACRES _ �A11L BEFORE YOU DIG LL. FIRE LANE r\`� i �� n FIRE LANE FlRE LANE Q, - T XAS ONE CALL SYSTEM O of � W - LL_ i 1 ZONED C 1 V� w w: � '� 1-800-245-4545 Z Q (AT EAST 72 IIOLTtS PRIOR TO DIGGING) W 0 260 8 = 65 VARNINGH: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES 1 1 222 SPC 9'x18' 46.03 360 r ` SQ FT 58 IOR TO CO TRUC ION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES � W U `< 2 COMMERCIAL DRIVEWAY, SEE B/CS DETAIL ST2-03 tJ SQ.Ff. SQ -FT• y O TO ERI ING I ILiT1ES DUE TO ANY CONSTRUCTION ACTIVITY. `. CANOPY oo. WA I 6' V�ALK 1, 3.00 "I mLi 1.50' W 23.00' _,y w (CLEARANCE=14'0")' WA K 'r rn L. ca i' 0 m TYPICAL FIRE SIGN �oA I ( I I ( ( I 64 15 � 'V) �IPR PER INFORMATI , ON Q o TYPICAL Wtt ��y�Q I j 9x18 CONCRETE ¢ , U) ¢r PAD FOR 8 -BAY j4 x- �. HGH RIDGE SUBDIVISION Lu AMBULATORY w BICYCLE RACK x RAMP -TYPE 1 °° L ! T 2B, BLOCK ONE �I �, �, L I I I I x II TYPICAL 4 WIDE (,� 26.00' �, _ (VOL. 7310, PG. 107) 0 , ; 0 � Q 11 26.50' STRIPING 7 PAINTED v 1 0 O S .FT. `�. 2.7 9 ACRE or 18 854 S S 1 .FT. �: � w .=, (WHITE) Q (.,d O � �,,,`?_-- t� -- fi R, ZONED. C - w 1 �� D � � ... .•.t..� �� ,�-�� v=,�.0 . � _ . � :.._ . � � �m 00 .wv z N ..¢ � ._-.0 z '.-... 4 , •�.��. " .. . : `wt��.�..-�_..t,,r, , C. :� a, .., �. n' ,: �,..�r,.•.ai-. :�.,�... . �..,' a.: . . #,:.�,.'`t<. r�,#3 fin F,r• r %+a, -.Yk� =^ 62 z> � IOW OR FORMERLY ¢ A BER KARIOS AN ICONCRETE .._... 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WArL, PER::, __CONCRETE HEADrz . a,0¢ �N E '�. COLLEGE STATION 77845 J L,. Q.. L r5�. ,v.r _N,, ._,: ,.. ,. : 'x .,A _ .... h -0 ,s. ` •_iu i`�st3iit _ ._ "vc,+' .. _. --.�.m .-: -•*rs Sr .a.. : a -+.*.-,u ...-..: ->� ' .. .:..:.,., .. ., _.:,-, ! ,a'•�` .. �"�� k�-�. �:. ':,rte 2". �,5-, -� ..n .: n.- ,_ ,uv...,� � Z _ e ., .a .,. ..�i+'_,s _ 3 i �. .srs-4.a ..ek-rrc: ,.: ..�. _ .tx`-�,:-5 � .i. -ie. _.,..,... . - r_. :, d J .s-.-,. ..__.rti.>}._. :....tih ..a,.. :.�;.-,..r_ .-.,„.�_ _.. .. ...Y- a __x_. _ :.. �..... _-r.�..�.,_, __ ti �.-_,�_._._r�- .-._� �.� ;wr_,_.�__.w�. �_ u .-, � ,.s r„� _ � r . x� :_ : �. � .,_ � ,t�_�_><�r._. s .�__ �,� H0 L SPC DWELLING UNIT � � , -_ �- :GROSS_ (A f E-A r. 41-:552-5..FT: .� .�_ .� _ _ .. - ,,� ., TxDOT STANDARD PW ¢ _ �. --� - R . ,r S :..:- -:.: u:-. .. « i , _....., , � ,.._,�.0 ,.<.._ ,z.�*�"-,•3 ,. ..., �:, .ra..- .'moi.'. g �, s .- .,., ;.a (� ,,.. ,t. ".a t I n-: 3:~x ,' a . ri '.; ry `t-..rs:.. � row. - F: a..` .rr �,-_;•,_. .,, :: .,.�`_-^,. ., ¢... :�_ ® C.O. I -,- ,::, __.., �.,- .r., r ,-s. -,. �`.. �" � z _ u=..� _ �'�`t � �i--rc - vy ,�. a,,' ,z '_`,-?. CS CO :..5:. - _:r . •, . `:,:,. i-.: 'va <. ,. ,w? ...�,:,:a .. ,r., r.. _ {,.,> ._ _.. _-. S ;x <>:._. +a�-""� . . z.c..n O ,;;, r_�=.. ..:_:,, iw. . _ :� f � . ��� �, _,..... ,; �"; ;, _. __V�_._ _.. � . ..,�.-o_ %,.tom C.O. _. : _. N4N n - _ MEETING DON- 1 SPC 200 S.F. ¢ , _. y,_. d' .: a. _ .:, .. ..-e,. t' s4�. �-. •r . �. � s-�*v . _�.. -. r .::��.. ` �fi �`zs �"` .. z.. c.....- ..�.:- . w STAMPED ROCK FACADE :, _•�,_.� .:.�:< � � �. � �x � _ �,,� �, M�:��� / OFF: 979 255-2539 c- _, � • � �fi � �� :�- �� �� _�- �.3 �� 1 -BAY FRONT LOADING DUMPSTERk �.�� � LECTRICAL o `J =: ��;; _ n.:. ,;z "�s. ^,r�<.'.;-xa ,.,ins. �e e"�;y,2„s`+:_, ;X<i:,Rz.,-.�---r•Ex_-ta', a'"'-' & COLOR SEE SHEET W .;r :: _�_ ._ , , x _, ri , ANSFORMER �? REQUI ED Z r:,+, r s.s-"ter „, S,.-rc.'-t-�`' .`•x,�" r= ?,c3 h7 _. - ,3 _ z k PAD w/8 HIGH SCREENING WALL) Y AD C1.2 -� ... _.,_ .. 7 t w.F r.: N 74 WELLI G UNITS = 74 SPACES j �• z s'' s ; k _. ----- MATCH FACADE OF BUILDING &, ¢ EMAIL• akdosani®aoi com ( ) _ Y 45 56.. S.F. MEETING AREA (563/200) = 2.8 SPC' , TYPICAL FIRE k fr. 2-6 PANEL STEEL GATES - SEE o - FILENAME:0351SPlA SCALE:1 =20 TOT L R UIRED - 77 SPACES TYPICAL 4 WID LANE STRIPING I T x3 CIVIL SITE NOTE 11' �' - `a' 1 (/ y 7 PROVI ED ( SUBMITTED DATE: APRIL 6, 2009 fi a r PAINTED STRIPING � ,� �� .� r::. ....,.tom,.' _ ,., ...t t...:.w,_.. _ .... a - :~•s.. -: - ... 'r=- r"Y("''ja r * it'd .. Ci"' _t-�.:e'f'"' _ ,. s� >, h ,...:., , _ � � � -�. ��. �� � :, � � s.w. �~ � ,, .; 4 R 73 SPACES I �.� t _� . �. _ � fr , . s , a ,, � .. � � ��-_ ,. .. �,__�, � u �,-, . Nxti, ., ., � ,, R E LA 77 .:, t� �z.r�., Yet. .�,. � r.rfU :.. z �����,, �<. , „�,_ � �.� .. z t r � 52 46 _...,., ...: _..,,., . _ _ - t x.� DRAWN BY. R.A.M. __ ._.-.�:,.- ___,_;,:,=. .�...,.r,•_,.,.._.,,=. h.- .s•,-,....-,,-t->...,x...�,_r'>'t.., _�.�_._A.'tY�-J��•" ..-.,,-.ate... �...., ._ . (WHITE) .....:-)_ 2 �. 4 t,. ,r>.:- .,,..:'<. r :.: :.;.. �...,. .. rs -. s.- . ,-.:: c ..`^t•.r•tz�e",s.: ,s a t,.. �-- _ ` -, m. x'•'�. - ^e�. Z""'J,- ,� �=;-, �w.. _ =r.�,r z�_�._ _ ,�� _ _L,. _---�,.� � __�_ t3�-� ��� ._-•��,•,`� 7 SPACE 9x1 -6 0 - , r . _.., . . , 12.00 ( ) 4. - k. _ . Y _ . _ __, •w . , ,. .. H t 4 PACES (.:, � .�+,tz . a .,:<- --�-, : s r i ,-:r:,, ... a-.,+..zr ,-.. T.a . � �,z .�.'�'. _-z, :��-�,., ,. ., .-xr• :,fix �. ,. .,eu ..,st-. �. .r:-�,�*, _ -� ; �.� ._�- � � Uz �., <, ���� � �u--k�'�.,�,e-- _ �. ,y. _`��-, .� � 461 CHECKED BY: R.A.M. B F.P. .. ... F.H .:� I >?t r � .t �Sr,t } t z�i fFc.�. Lv� ��m, �. .,x g, �-irrn.isaa. z�,�m.tr.�x;��;a. .n�� - I _ � � �" T0� L 7 SPACES 7.5 B LDING SETBA K -' Q.FT. Li w 2 W.M. S FIELD BOOK N/A PAGES: N/A ° .('`. I sQ �c I 0 SQ.FT. G.M. ®CO E.M. A.1• to O J.B. SQ? [� C RE U�REMENTS: CONSULTING ENGINEER 292 r ISLAN 22 O CLIENT NO. PROJECT N . .: N 53'33'50" E - 365. ' THE AN I UARE FOOTAGE SHOWN AT INTERIOR END g E INCLUDES THE REQUIRED AREA FOR 231 - 0351 5/8" I.R. 5/8" I.R. SINGLE OR D'UB ILE END ISLANDS. ONLY THE EXCES AREA, IS ILLUSTRATED BELOW. NOW OR FORMERLY HIGH RIDG SUBDIVISION ( IN 1E IOR PARKING = 25 SPACES k ASHTEX, INC. LOT 2A, BLOCK ONE STORM SEWER (VOLUME 8148, PAGE 81) (VOLUME 10, PAGE 107) STORM SEWER REQ INT. ISLAND AREA=(25/15x180)=300SQ.FT. MANHOLE CALLED: 2.537 ACRES ZO ED: C-1 MANHOLE PRS? DED INTERIOR ISLAND AREA = 715 SQ.FT. ■ 1 1 SHEET 40F 11 M E-rE'ae 1.O-71, QiJ 5CFI`1 iZ SWv►&6 7",) 6L1 t 6i �_