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Home My WebLink AboutDrawingsl VICINITY M P \\ r UT SCALE: � ` ,� SCALE: N.T! �\ \\ �r ` r IV 20 PHASEUNE PHASE LINE. U \ QTY: 3 ------ --------- 333='\ \ QTY: 3 U \ QTY: 5 CONCEPTUAL ROAD LOCATION \ \ QTY: 3 h \ _ J ` a _j� I I`�' 2 \\ \ 1 I I _ a _ _ I I � QTY: 3�� T\. \\ `\ ------------------ _ \ // \ \ QTY: 3 \ \ \\ PHASE UNE MATCHES PROPERTY LINE \ \ IiI ` QTY: V J7 0- -` i I I I I I I I o'fI I L.I:... �II 32�-�--►" 322_ I \3? €uap QTY_ \ 5 - -...�. ................. I J ' 2 — - �uti- _ / I � i 2 / I / \ \ L. - --------------------- -- -- -- - - ---- - - ---- - - 333 335 — — —. — — — ° ° •O ly�"(t,14(L�71ryv�1";Sd i1i.y�r iyn^r 'Jtryr(r o � � —UP—UP--UP— UP—UP--UF— P—UP—UP—UP—UP— - UP—UP—UP--UP—UP--UP UP— —UP— UP—U.—UP—UP—UP UP—UP—UP--UP—UP--UP—UP UP— P—UP—UP—UP—UP—UP—UP—UP UP—UP—UP—UP—UP—UP—UP UP—UP—UP--UP—UP- UP '�V „ UP— (V'� E tYr-- UT— UT tY� UT UT— U lJT— UT— UT— — UT—' T UT UT— UT UT UT T— T UT— UT UT U' UT-- UT— U' UT UT— UT — UT— UT UT— UT UT— U' UT UT UT l' UT =UT =UT UT - UT— UT U UT J \\ \ s ,LANDSCAPING LEGEND: LIVE OAK (QUERCUS VIRGINIA) BALD CYPRESS (TAXODIUM DISTICHUM) BUR OAK (QUERCUS MACROCARPA) WATER OAK (QUERCUS NIGRA) II I b° CREPE MYRTLE (LAGERSTROEMIA INDICA) OLEANDER, (NERIUM OLEANDER)—'"— INDIAN HAWTHORN "SNOW" (RHAPHIOLEPIS INDICA) ACU" WAX MYRTLE (MYRICA PUSILLA) i 1 NANDINA (NANDINA DOMESTICA) 04 ®ORIGINAL DESIGN 04/26/2010 QTY:2 QTY:S QTY:2 QTY:2 QTY:3 QTY:2 QTY:5 QTY:2 QTY. -2 QTY:3 QTY:3 QTY:3 QTY:5 3 PHASE LINE MATCHES PROPERTY LINE QENTIRE POND REVISION 06/11/2011 3 Z PROPERTY OWNER/DEVELOPER 0 TITAN VALLEY PARK, LIMITED PARTNERSHIP A NEW MEXICO LIMITED PARTNERSHIP UDO ARTICLE 7 APPLIED NOTES: U Q PROJECT SPECIFIC NOTES: V7 Z BY: TITAN DEVELOPMENT OF TEXAS LLC. a Q (7.5.C.4)PROJECT MUST EXPEND A MINIMUM OF 50% OF ITS A NEW MEXICO LIMITED LIABILITY COMPANY,AS GENERAL PARTNER ° LANDSCAPING POINTS ON CANOPY TREES W NOTES: C/O SOUTHCORP REALTY ADVISORS, INC J > 1. PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. FINAL LANDSCAPING PLAN MUST 3401 ALLEN PARKWAY, SUITE 200 MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT STREETSCAPE ANALYSIS (7.5.D): HOUSTON, TEXAS 77019 REQUIRED: (713) 960-1880 Ld ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT LANDSCAPING AS—BUILT PLAN TO CITY OF COLLEGE STATION FOR APPROVAL PRIOR TO ISSUING C.O. WITHIN 50' OF THE PROPERTY LINE ALONG THE STREET, ONE VALLEY PARK CENTER N CANOPY TREE FOR EVERY 25 LINEAR FEET OF FRONTAGE. LOT 1R: 4.655 ACRES Q) 2 . 100 o COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN LOT 2R: 2.240 ACRES - 18OLF FRONTAGEA LOT 3R: 4.740 ACRES PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS—OF—WAY, AND ADJACENT TOTAL DEVELOPMENT: 11.635 ACRES a PROPERTY DISTURBED DURING CONSTRUCTION. ___ PROPOSED: _- CANOPY TREE 2.1" — 3.5" DIA. .......... 8 0 3. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. LANDSCAPE PLAN 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE N BACK FLOW DEVICE, OR A DOUBLE—CHECK BACK FLOW DEVICE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE r'' J 0 N E S & CARTER,INC. LANDSCAPE ANALYSIS (7.5.C) ENGINEERS•PLANNERS•SURVEYORS 2394. Texas Board of Professional Engineers Registration No. F-439 zz a 5. CANOPY TREES ARE NOT TO BE PLANTED DIRECTLY ABOVE THE EXISTING PUBLIC WATER MAIN. REQUIRED: 1716BriarcrestDrive, Ste. 160,Bryan, Texas 77802(979)731sono a PHASE LINE WITHIN LOT 4 = 0.991 ACRES = 43,164 SF 6. CANOPY TREES ARE MEASURED 12" FROM GRADE ON A SINGLE CANE. SCALE: AS NOTED DGN, BY: _ 43,164 SF @ 30 PTS / 1,000 SF....... ........ 1,295 ' ' DATE: AS NOTED DWN. BY: 180 FRONTAGE @ 300 PTS/50 (7.5.D.3)......... 1,080 JOB NO. C0009-014 DWG. NO. o DOUBLE POINTS FOR OVER 50, OOOSF (7.9.1.3) ..... 1,295 SUBMITTED: -- SURV. BY: -- TOTAL POINTS REQUIRED: ...................... 3,670 PROPOSED* (INCLUDES STREETSCAPE) THIS SEAL WAS "_ " RE EWI- ��P�E OF TExgSt,+ AUTHORIZED BY CANOPY TREE, 2 . 1 3. 4 DIA @ 150 POINTS, 13... 1, X50 STEVE E. DUNCAN, L �� i * : •,. ...,. *,l� P.E. 83252 SHEET N0. NON—CANOPY TREE 2 0 DIA @ 40 POINTS 27 1 080 o , , .... , �,_ � .'k:...... .... ON 06/11/2011 N SHRUB 5 GALLON @ 10 POINTS 65 ............... 650 STEVE •E� DUNCAN 2 C1.8 0 TOTAL ......................................... 3, 7 2 0 /�� . <i8 �. 0 J IV NIT • • •, 3252 F :r3 10 �I �0,� • N DEVE I'I ES an, � t � l `�J LOT 2 LOT 2 LOT 2 CONCEPT 3 PARKING ANALYSIS (7.9.B.6): PARKING ANALYSIS (7".2.I): HANDICAP PARKING ANAYLSIS (TAS): REQUIRED (PRO -RATED): REQUIRED: CAP SPACES (76- TOTAL PARKING SPACES = 100 REQUIRED: HANDICAP �00) ..... 4 25,00 ,0 SF @ 1 SPACE/250 SF.......100 100 @ 15 SF PER PARKING SPACE....... 1,500 VAN ACCESSIBLE (1 PER 6)..... 1 �G PROPOSED: PROPOSED: PROPOSED: _ ISLAND ADDITIONAL SIZE (IN ADDITION TO ----- ---% --- ____- _ REGULAR SPACES ..................• 9 HANDICAP SPACES ...... ....•••••• 4 INTERIOR ISLAND 7.2.E REQUIREMENT)..1,607 H/C SPACES ..................... 4 VAN ACCESSIBLE ....... ........ 2 ANALYSIS (7.2.E)a TREE WELL ANALYSIS (7.9.E.3): TOTAL SPACES ................. 100 INTERIOR ISLAND PARKING ANAL REQUIRED: REQUIRED: 360 LF BUILDING WALL FACING FRONTAPE TOTAL INTERIOR PARKING= 100 54 Q 8' RED FIRE LANE STRIPING. WITH 360 LF @ 15% ..................... EX. DRIVE: RIGHT IN, RIGHT OUT REPEATING 4' WHITE LETTERS "FIRE I.W. 10 0 @ 18 0 S F PER 15 INTIRIOR SPACES --1,20 • l , 0 6 1 TREE WELL PER 6 LF OF 15% ......... 9 G WITH CURBED MEDIAN 'NO PARKING." ZONE.' TYP. PROPOSED: ............ ............ , 842 - ��• PROPOSED: BEG. NEW CURS UTiE ON INDICATED AN/TARP A(A�ryOLE • ' • • 10 EX. 10" WATERLINE RIU = 336 x8 TOTAL TREE WELLS ............... . IX. 12' WA UNE O f 6" PVC �� = 32 .» s PVC = 3 .05 PROPOSED HYDRANT ! 7 UT-ur: _ �� i TXDOT ROW BOUNDARY ur---ur__._Lrr__-_ ur PROPERTY UNE I �•� / - - l LANDSCAPE ISLAND ANALYSIS: CONCE'P'T .5 ISLAND PROPOSED SF END ISTD SF CONCEPT 3 SF INTERIOR ISLAND SF A 975 N/A N/A N/A B 6557 N/A N/A N/A C 413 180 233 N/A D 180 N/A N/A 180 E 180 N/A N/A 180 F 180 NSA N/A 180 G 180 Ia• N/A 180 H 390 360 N/A 30 I 437 1E30 N/A 257 J 511 U0 N/A 151 K 674 N/A N/A 674 L 1373 360 1013 N/A M 541 180 361 N/A N 264 N/A N/A 264 0 183 1(30 N/A 3 PROPOSED TOTAL SF 121,827 1800 1607 1842 LCOUEGE 0 STATIONn7rLIMITS ( LL - CITY VIGINITY MAP, - 56A E: P5GAL_E: I"= 10101 _ TEMP. CURB ur __ 1 w / ! V� L FIRE POWER -T - 55urN \ `TQ-TTRMINA _ - - HYDRANT POLE SS - - _ _ SS ---__ 55 �` --ur=_ \ - - _ - - - - - - ur PARKING L ` - - -_._- � /gyp _------------ arm SS" ..��-uu U!1 j VES -?---_ - "�'► - ra „ P - =_D / VE NU ONC T STAON i •.r__ ■ SS •� ur - ------ 20' PUE EX VOL 7675 PG 282 A-975 SF i ; _ .. _• G SS1:7- ...��ur-,uy. SS 1 ■ 10' SIDEWALK ' ` _SS 3 C-413 SSS - _"" . - BUILDING UNE I ; § 8 BIKE PARKING j3 s _---{z�•ty. _ (6'X10'), TPP. - - � ><r--..-�-_,,, -�� •` �-r�• I I I 1 I REFER TO ABOVE CHART s► sr,.�'� �� - , `� _SS ` : �`'c ��`•��io IX. HYDRANT �01 FOR ISLAND ANALYSIS ��`-•„` - �, / ROW- 8 DRYSTACK RETAINING EST. HYDRANT 2 I�URB I • WALL, 2 `' i� CURB & GUTTER, TYP. Pp ON CONC `��~'4� i I .3 3 I Yi3 3 „ PROPOSED TREE WELL {2 , 13 , I LOCATED WITHIN LANDSCAPE ' 1 4 N MINIMUM DISTANCE FROM Cp�TERUNE - , h �*�Ur ft 4 ,4 I _ / ISLAND, TYP.N10 '' OF STORM SEWER TO FUTURE PUE = 5.1' / • / �'` - �RgNT w�- / A I LS {r ft�Jr441 f - $_1 � 1 4 TrE STRIPE, TPP. i ► 5''. PEDtfRIAN PATHWAY `7 i7 c `` TNG LOT ■,; I I -- / . / ,�• #\ .. i 1 I }i a PEDESTAL' N 2N4' IRRIGAft TION � .., 20 PUE I / / / SANITARY MANHOLE 2 I 9 9 i v 9 I SLEEVES, TiP• / �? / / RIM = VC 34 1 I I VOL 7675 PG 282 = LOT 3 / / FL 6" PVC S = 323.34 I I / / FL 6� PVC SW = 323.27 .�� ' �, 1 `}`� PILOT CHANN PVC NW = 323 �� I I I OPRBC w i I N �■ x■ i �o ( 2.739 ACRES / PEDESTRIAN PATHWAY //// / 6 �sr 1 I ZONED C2 f ; ZONING BOUNDARY ' -- { I • I / 20 RUE w I `. N 6 SF I 6 SANITARY SEWER MAIN •* IN CONSTRUCTION PROPOSED OFFICE BUILDING BY OTHERS. AT COMPI.EIIQN AND ACCEPTANCE 7 - K-674SF ` 1 w 1 i LOT 2 / ZONED Cl i THE 20 PUE WILL BE LOCATED AS NOTED ON PIANS PHASE UNE I I 1.379 ACRES 1 / / +-t-i-z ;, 6..1.._.... Iy ' 1 DP OB -50 FINISHED FLOOR = 342.61 ■j 2 2 ■i HETGI I:T =11'4' 1 3/ / 0 40 80 nFiUMM POND 100YR WSE 333.50 TOP OF BERM: 334.00 cO / ' YiIL _ 1 I 11 / LOT 4 - 3 3 ■■ TOTAL SF = 25,000 SF I TEMP. CURB POWER �' TO TERMINATE POLE / / \�i`�� , EARTHEN SPILLWAY SAWCUT IX. ASPHALT PAVEMENT, q 2 4 4 I 5` N / / 2.862 ACRES REPLACE WITH TEXTURED CONCRETE - I 5 5 I PARKING LOT / G I I / PROPERTY UNE ZONED C2 F AT PEDESTRIAN CROSSING, '• s 6 �.�• i \ SEE UTILITY PLAN : - I i �? N, - ■ -7 PHASE UNE EXISTING FIRE HYDRANT F CONCRETE PARKING LOT, I I �■ / /� / 7.5' BUILDING UNE I ` 4, �I FIRE DEPARTMENT 20 PUE 15v'BUILDING UNE ■ 11 1' s 11 OUTLINE OF EXISTING POND // // VOL 7675 PG 282 I \ • CONNECTION \ =3 1 1� I l TEMPORARY DETENTION / OPRBC 7.`�'I ILDiI� UNE . �2 �2 TO BE REMOVED II \ ffCmRWATK II I Jag'r LQ I `-------- -------------------- -- - ��SS p ----� ■ ` `\t ��^� ��-��-P�,-- ------ --1'-"' PROPERTY OWNER/DEVELOPER �� _ _ � � �� \ �� ,. .. - .__._ - __-.. pop � -C - L - - - - - ,�■- . -.■-� . ...�� . - ppp POWER POLE ;URB AND Gtl1TER TITAN .VALLEY PARK, LIMITED PARTNERSHIP CL ,� _ � ANEW MEXICO LIMITED PARTNERSHIP po WER POLE 18.418 ACRES 3 ;�4 BARS ®18' OCEW BYI TITAN DEVELOPMENT OF TEXAS LLC, ZS pnwFa pni CITY OF COLLEGE STATION = POLE MOUNTED CONCRETE FRONT ODU�I�PSTER DUMpSTERNI2'X12' ZONED AO - AGRICULTAREAURE OPEN _ • A NEW MEXICO LIMITED LIABILITY COMPANY.- -0 , ELECTRICAL CLEAR WIDTH - 3' 6'Ci AS GENERAL PARTNER TRANSFORMER 2N4' ELECTRICAL CONDUITS -, WITH 6' CMU WALL . - � 1� I C/❑ SOUTHCORP REALTY ADVISORS, INC BAR CONTINUOUS:•:::. 3401 ALLEN PARKWAY, SUITE 200 EXCEPT THROUGH • r;' HOUSTON, TEXAS 77019 N /-. '` PLANTING MIX AS SPECIFIED EXPANSION JOINTS BY LANDSCAPE ARCHITECT ti VALLEY PARK CENTER PHASE 2 w PROJECT SPECIFIC NOTES: SLOPE FINISHED GRADE PER U ONE BASE LANDSCAPING PLAN. SUB: RADE LOT 1: 4.655 ACRES I. City of College Station, Joseph E. Scott League, A-50 LOT2: 1.379 ACRES Brazos County, Texas. II. Exterior building and site lighting will meet the Standards of MIN. SLOPE 0 2% LOT 3 • 2.739 ACRES 0 5ection 7.10 of the UDO. The light source shall not project •`"" ' RES 3 2. Building site for \/alley Park Center Phase 2 is zoned G -I below an opaque housing and no fixture shall directly ( LOT 4: 2.862 Ac ounted in such a NOTES: TOTAL DEVELOPMENT: 11.635 ACRES A For Commercial Industrial. project light horizontally. Fixtures will be m - 0 osed signs wU l be reviewed and permitted manner that the projected cone of Tight does not cross any r. ExPANslorl JOINTS: l 6 'MAX SP CING AND AT ALL CITY SITE PLAN z 3. All r g PT's ' PCS AGING RADIUS POINTS, , proposed lot. CONTRACTION JOINT 10 MAX in cTt ild NIRA Park building co all e Pa 2. e is art of the \/ y 9 P ert line. a 15 sit property I' . Th TO separately. p p y p y P T1� CITY I 4. Valley Park Center is a single building plot and shall comply 12. Fire Flow for 25,o0osf, Type lip = 3,250 qpm. Building is 3. THESE ARE with standards found in 5ection 1A of the UDO regarding required to be sprinkled, therefore required fireflow with EXISTING SUBGRADE GEoOM&E ICATION3 TFORPIibJEi ra JON ES &. C A R T E R, i N c. lots over 50,000 square feet. 505Ti reduction = 1625 qpm from two hydrants Ch REColvnviErmATIONs y building p ENGLNEERS•PLANNERS•SURVEYORS L9 Statement: According to the Flood Insurance existing & 1 -proposed). r A 5. Flood Hazard 5 q e Station Texas Board of Professional Engineers Registration No. F-439 N Rate Ma compiled by the FEDERAL EMERGENCY 13• All work shall comply with the City of 6olleg CURB in6 sriazcrest Drive, Ste. i6o, Bryan, Texas 77602 (999) 931-e000 Map FOR the National Flood Insurance A d SCAPE ISLAND N.T.S. DGN BY: N aProgram, MANA6EMEN I AGENCY Community Panel No. 4804160143 G, Brazos 2,161c[2, it appears that this 14 Stan ar s 5urve provided b Jones $ Garter, Inc. y P y Y L Gounty, Texas dated July property does not fall within the 100 Year Flood Hazard 15. Fire Suppression Imes shall have a lockable ltd on the The lockable lid shall, at a minimum supply LQ I `-------- -------------------- -- - ��SS p ----� ■ ` `\t ��^� ��-��-P�,-- ------ --1'-"' PROPERTY OWNER/DEVELOPER �� _ _ � � �� \ �� ,. .. - .__._ - __-.. pop � -C - L - - - - - ,�■- . -.■-� . ...�� . - ppp POWER POLE ;URB AND Gtl1TER TITAN .VALLEY PARK, LIMITED PARTNERSHIP CL ,� _ � ANEW MEXICO LIMITED PARTNERSHIP po WER POLE 18.418 ACRES 3 ;�4 BARS ®18' OCEW BYI TITAN DEVELOPMENT OF TEXAS LLC, ZS pnwFa pni CITY OF COLLEGE STATION = POLE MOUNTED CONCRETE FRONT ODU�I�PSTER DUMpSTERNI2'X12' ZONED AO - AGRICULTAREAURE OPEN _ • A NEW MEXICO LIMITED LIABILITY COMPANY.- -0 , ELECTRICAL CLEAR WIDTH - 3' 6'Ci AS GENERAL PARTNER TRANSFORMER 2N4' ELECTRICAL CONDUITS -, WITH 6' CMU WALL . - � 1� I C/❑ SOUTHCORP REALTY ADVISORS, INC BAR CONTINUOUS:•:::. 3401 ALLEN PARKWAY, SUITE 200 EXCEPT THROUGH • r;' HOUSTON, TEXAS 77019 N /-. '` PLANTING MIX AS SPECIFIED EXPANSION JOINTS BY LANDSCAPE ARCHITECT ti VALLEY PARK CENTER PHASE 2 w PROJECT SPECIFIC NOTES: SLOPE FINISHED GRADE PER U ONE BASE LANDSCAPING PLAN. SUB: RADE LOT 1: 4.655 ACRES I. City of College Station, Joseph E. Scott League, A-50 LOT2: 1.379 ACRES Brazos County, Texas. II. Exterior building and site lighting will meet the Standards of MIN. SLOPE 0 2% LOT 3 • 2.739 ACRES 0 5ection 7.10 of the UDO. The light source shall not project •`"" ' RES 3 2. Building site for \/alley Park Center Phase 2 is zoned G -I below an opaque housing and no fixture shall directly ( LOT 4: 2.862 Ac ounted in such a NOTES: TOTAL DEVELOPMENT: 11.635 ACRES A For Commercial Industrial. project light horizontally. Fixtures will be m - 0 osed signs wU l be reviewed and permitted manner that the projected cone of Tight does not cross any r. ExPANslorl JOINTS: l 6 'MAX SP CING AND AT ALL CITY SITE PLAN z 3. All r g PT's ' PCS AGING RADIUS POINTS, , proposed lot. CONTRACTION JOINT 10 MAX in cTt ild NIRA Park building co all e Pa 2. e is art of the \/ y 9 P ert line. a 15 sit property I' . Th TO separately. p p y p y P T1� CITY I 4. Valley Park Center is a single building plot and shall comply 12. Fire Flow for 25,o0osf, Type lip = 3,250 qpm. Building is 3. THESE ARE with standards found in 5ection 1A of the UDO regarding required to be sprinkled, therefore required fireflow with EXISTING SUBGRADE GEoOM&E ICATION3 TFORPIibJEi ra JON ES &. C A R T E R, i N c. lots over 50,000 square feet. 505Ti reduction = 1625 qpm from two hydrants Ch REColvnviErmATIONs y building p ENGLNEERS•PLANNERS•SURVEYORS L9 Statement: According to the Flood Insurance existing & 1 -proposed). r A 5. Flood Hazard 5 q e Station Texas Board of Professional Engineers Registration No. F-439 N Rate Ma compiled by the FEDERAL EMERGENCY 13• All work shall comply with the City of 6olleg CURB in6 sriazcrest Drive, Ste. i6o, Bryan, Texas 77602 (999) 931-e000 Map FOR the National Flood Insurance A d SCAPE ISLAND N.T.S. DGN BY: N aProgram, MANA6EMEN I AGENCY Community Panel No. 4804160143 G, Brazos 2,161c[2, it appears that this 14 Stan ar s 5urve provided b Jones $ Garter, Inc. y P y Y L Gounty, Texas dated July property does not fall within the 100 Year Flood Hazard 15. Fire Suppression Imes shall have a lockable ltd on the The lockable lid shall, at a minimum supply d a.a �' Boundary. 6. A.II roof and ground mounted mechantcai equipment shall be isolation valve. protection as the AMP or USA, LL562 locking lid. Alternate Ili shs shall be approved by College Station Utilities > screened from view or isolated so as not to be visible from any public right of way or residential district within 150' of Director GMU wall must be painted with a high build the subject lot measured from a point five feet above be coordinated with the building 16 The dumpster paint to resemble plaster. C) grade. Screening shall architecture and scale to maintain a unified appearance. 17• Transformer to be screened using evergreen shrubs planted noted on landscape plan sheet. % 7. An irrigation plan will be approved prior to G.O. It will vacuum breaker or RPZ backflow 15. on three sides as Electrical conduit to proposed transformer is to be Include a pressure preventer installed and tested per city ordinance 23x4. installed per College Station Utilities, (G5U) specifications 0 8. l00% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required to parking and design. Contact: Sam Weido (ala) X64-6314 Contractor to refer to GBU electrical layout for conduit and U $ lot islands, swales, and drainage areas, the parking lot setback, rights of ways, and adjacent property disturbed Ia• transformer pad requirements. a, during construction. a. Note Removed. 0 10. Palley Park Center Phase 2 construction also includes the CID detention facility on lot 4. TREE WELL VVITHIN LAND SCALE: AS SHOWN N.T.S. DATE: -- OWN. BY: 9' PERIMETER' D-- JOB NO, C0009-011 DWG.. NO. TES: SUBMITTED: -- SURV. BY: -- 1 HEAVY BROIOM FINISH 2 3/8" WIDE SAW CUT JOINTS 3 2.1'X 2.1' SQUARE PATTERN \E OF 7iE-. 11 $ICYCLE RACK "� •' �`,�/ PER CYCLOPS MODEL #2175 BY COLUMBIA % * ' �ASCADE OR APPROVED EQUIVALENT 00•••••STEVE•E. DUNCAN 40 ............. 83252......oo UP N.T.S: Kru �" '�"�". D CONC PA 11�NT ��''��5 E �6 pp TEXTURE 1� ' A� 0 1&� N.T.S �i �: �.IN Q +1' e C3 +x 0 - NOT iRF''f" I i A APR 3 0 2 10 CULL•CUL o IAl € N DEVELOPMENT9VICES PLAT FILED: I (/,l� bb ' . . - ,p , , I w-'11tt ` [-k4 ��[J1 C�COLLEGE STA'nON . ' / c_lJ�� _ CITY UM17S ([}TGLJl-__F7[---i//\ \/ / � ��' «Y r1 / / VARIES) ' , ' /'��_^»� 281E3 (RICH 7_F7__iYA / ' | ` VARIES) | " r1/\��_`�/ |U U }U| El. TXDOT ROW BOUNDARY ------------ --------------- .428 ON Ro PROPOSED L OFFICE ING 1.379 ACRE LQ_T4 ,S To HEIGHT = 211-611 TOTAL SF 25,000 SF �tb EMSTING "FIF OFFICE BUILDING 4.655 ACRES 0, 2.862 ACRES HEIGHT = 27' ZONED C2 Lw TOTAL SF 50,000 SF I I I I I ITFT 201 CITY OF COLLEGE STATION 61 SIDEWALK 18.418 ACRES ZONED AO - AGRICULTURE OPEN CL LO cti CD cu cu PROPERTY OWNER/DEVELOPER TITAN VALLEY PARk, LIMITED PARTNERSHIP A NEW MEXICO LIMITED PARTNERSHIP DRAWING IMEX BYi TITAN DEVELOPMENT OF TEXAS LLC. A NEW MEXICO LIMITED LIABILITY COMPANY, DESCRIPTION RA AS GENERAL PARTNER cu VALLEY PARK CENTER AT POTENTIAL FULL -DEVELOPMENT ..... . Cl. C/O SOUTHCORP REALTY ADVISORS, INC cl. 2' HOUSTON, TEXAS 77019 L9 GRADING AND EROSION CONTROL PLAN LOTS 2&3 ............ . 3 VALLEY PARK CENTER PHASE 2 0 GRADING AND EROSION CONTROL PLAN LOTS 3&4 ............ . C1.4 J LOT 1: 4.655 ACRES LOT2: 1.379 ACRES z LOT 3: 2.739 ACRES LOT 4: 2.862 ACRES c3l FUTURE FULL LO DEVELOPMENT PLAN cu tA jr a. Texas Board ofProfessional Engineers Registration No. F-439 L 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 d BCS STANDARD DETAILS a. SCALEi AS SHOWN DGN, BY, JOB Not C0009-011 DWG. NO. CL C2 cl 83252 CD c� CERTIFICATE '0' C3 c PLEIANCE SHEET NO. PCI 0 IEWED FA RAPI lballgc' ION PLAT FILED: CD C. U i 0CD ull I I R48,0 I I i I R33,0 I I i I I I I O I I I ' "FIV SANITARY SEWER MAIN - IN CONSTRUCTION BY OTHERS. AT COMPLETION AND ACCEPTANCE THE 20 PUE WILL BE LOCATED AS NOTED ON PLANS RE LANE - NO PARKING - TOW AWAY ZONE' _ SIGN (12- X 181 8' RED FIRE LANE STRIPING WITH REPEATING 4' WHITE LETTERS 'FIRE LANE', 'NO PARKING," 'TOW AWAY ZONE,' TYP. ON INDICATED CURBS CURB do GUTTER, TYP F. A4. 2$1 Row 8 `a o BLUE BACKGROUND, 7YP.N4 Z Icp a W I 0 cV I I 3, I I TEXTURED CONCRETE PAVEMENT, SEE DETAIL I PHASEUNE �--19.5 'FIRE LANE - NO PARKING - TOW AWAY ZONE' SIGN (12' X 181 8 BIKE PARKING (6' X 10'), TYP. - O 2' - - 0 b 6 FfSIDEWALK 91_ - STORM INLET #1 cp ...` 4.5— 9, OD , ' ci to �• t, \\j� ti\ 0 18.481 ACRES CITY OF COLLEGE STATION CONCRETE PAVEMENT AREA DUMPSTER AREA, SEE DETAIL IN FRONT OF TRASH AREA ZONED AO — AGRICULTURE OPEN UNLESS OTHERWISE NOTED: 1. CONCRETE WALKWAYS ARE 6' WIDE. 2. PARKING STALLS ARE 9' WIDE. 3. STRIPING & SIGNAGE TO MEET TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE STANDARDS. �1• f SITE LOCATION 0 EASTERWOOD AIRPORT LL 0 20 40 NP t OU \ PROPERTY OWNER/DEVELOPER TITAN VALLEY PARK, LIMITED PARTNERSHIP A NEW MEXICO LIMITED PARTNERSHIP BYi TITAN DEVELOPMENT OF TEXAS L.L.C. A NEW MEXICO LIMITED LIABILITY COMPANY, AS GENERAL PARTNER C/O SOUTHCORP REALTY ADVISORS, 'INC 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 1 VALLEY PARK CENTER PHASE 2 LOT 1: 4.655 ACRES LOT2: 1.379 ACRES LOT 3: 2.739 ACRES LOT 4 2.862 ACRES TOTAL DEVELOPMENT: 11.635 ACRES D I WE NS 10 Ni & STRIPING PLAN, JON ES&CARTER,:Nc. J.. ENGINEERS•PLAUNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALES AS SH❑WN DGN. BYE 9' PERIMETER BAND DATEi -- DWN. BYE JOB NO. C0009-011 DWG. NO. -- NOTES: 1. r BROOM FINISH SUBMITTED, -- SURV. BYt -- 2. 3/8" DE SAW CUT JOINTS 3. 2.1' .1' SQUARE PATTERN OF TEXXS1tt, *: :* / STEVE E. DUNCAN / �.........................../ 832,152 TEXTURED CONCRETE PA; MENT i �o •, . ��5 SHEET NO, N.T.S. 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STEVE E. DUNGAN or SHEET NO. OVIDE PEA R DATE, DWN. BY, ........................... PR 0, 83252 AT Utj FOR ERIrK_� DWG. NO, 0, JOB NO. C0009-011 -op' - Aw C 0% /c fA% Ilk OF SUBMITTED, SURV, BY,•10 u 7 07 TIE INTO BACK\W Bot 1?7 ISTING ILEI � 07,> ERGY DISSIR (SEE U -TXDOT D SEWER 0 �, ` EX. I PROPOSED 48m n �\ �� HDPE STORM DRAIN � � l� � \ MANHOLE A-2 FUTURE STORM INLET24� RI � 13 STORM %N ,� \� \\ ��\\ RIM ELEVATION: xcyinn N Imo,Kurt FL IN (NW): 326.17 FL OUT (SE): 326.07 X EX 332,30 MANHOLE A-1 PROPOSED RE.STORM DRAIN' ....... C NNIN led G WALL 11 ♦ OUTLET STRUCTURE SE DEfNL—SHM---MWr— STORM SEWER OUTFALL! EARTHEN SPILLWAY FL: 332.50 K WALL 4 'PILOT CHANNEL MIN SLOPE 0 0.5% << MATCH EX. qFADE AT DRIVE 35,40 E SHORT BLOCK WALL ♦ .♦21 o 4/ 3 7 -Z .41 I -APER BLOCK RETAINING WALL @:LOCK RETAINING WALL TOP OF BERM 3�4.070 ---------------------------------- ------------------------------------------ --------------- --------------------------------------------------------------------- I -------------------------------------------------------------------------------------------------------------------------- HORIZONTI - VOIDS BETWEEN AND -IT FACE BLOCK UNITS — I DRAINAGE AGGREGATE SPLIT FACE BLOCK UNIT SECURE CAP BLOCK TO WALL WITH CONSTRUCTION ADHESIVE DESIGNED FOR EXTERIOR USE ON CONCRETE SURFACES FINISHED GRADE 11 miv X If I DRAINAGE AGGREGATE „4-.-74 J ON, ES &CARTE Rom GRANULAR �.r ENGINEERS- PLANNERS- SURVEYORS WALL ROCK 0.25 In TO Texas Board of Professional Engineers Registration No. F-439 OF I _c '!;� 6' 304• 74 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 CI MPA 9 W = 305.06 SCALEi AS SHOWN DGN, BY, 00* - * ........................... STEVE E. DUNGAN or SHEET NO. OVIDE PEA R DATE, DWN. BY, ........................... PR 0, 83252 AT Utj FOR ERIrK_� DWG. NO, 0, JOB NO. C0009-011 -op' - Aw C 0% /c fA% Ilk OF SUBMITTED, SURV, BY,•10 u 7 07 TIE INTO BACK\W Bot 1?7 ISTING ILEI � 07,> ERGY DISSIR (SEE U -TXDOT D SEWER 0 �, ` EX. I PROPOSED 48m n �\ �� HDPE STORM DRAIN � � l� � \ MANHOLE A-2 FUTURE STORM INLET24� RI � 13 STORM %N ,� \� \\ ��\\ RIM ELEVATION: xcyinn N Imo,Kurt FL IN (NW): 326.17 FL OUT (SE): 326.07 X EX 332,30 MANHOLE A-1 PROPOSED RE.STORM DRAIN' ....... C NNIN led G WALL 11 ♦ OUTLET STRUCTURE SE DEfNL—SHM---MWr— STORM SEWER OUTFALL! EARTHEN SPILLWAY FL: 332.50 K WALL 4 'PILOT CHANNEL MIN SLOPE 0 0.5% << MATCH EX. qFADE AT DRIVE 35,40 E SHORT BLOCK WALL ♦ .♦21 o 4/ 3 7 -Z .41 I -APER BLOCK RETAINING WALL @:LOCK RETAINING WALL TOP OF BERM 3�4.070 ---------------------------------- ------------------------------------------ --------------- --------------------------------------------------------------------- I -------------------------------------------------------------------------------------------------------------------------- HORIZONTI - VOIDS BETWEEN AND -IT FACE BLOCK UNITS — I DRAINAGE AGGREGATE SPLIT FACE BLOCK UNIT SECURE CAP BLOCK TO WALL WITH CONSTRUCTION ADHESIVE DESIGNED FOR EXTERIOR USE ON CONCRETE SURFACES FINISHED GRADE 11 miv 15' PVC CONCRETE SLOP PAVEMENT DUAL 8' PVC THROUGH SHORT - --------------- ---------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- 7 ------------------------- ------------------------------------------- ------------------------------------------- ------------------------------------------- r----------------- mr-1. WALL r -T-1 OUTFLOW STRUCTURE LLT_ ,11 /no r-V0AK1C1Tr1KI DI"11 TIC% 1,5' 1/4" GALA PLATE GENTERED ON NEW 12" RGP —334 332 330 —328 —326 324 —322 320 24' 1.51 F -M ENERGY DISIPATOR- I=- 0 20 40 X DRAINAGE AGGREGATE WELL -GRADED GRANULAR WALL ROCK 0.25 In TO 15 In 6' 4IN THICKNESS�� '�; � WITH LESS THAN 10% CI MPA TED BASE-rx FINES MI N 2' WIDE RETAINING WALL VC LOCATE IRO, l,"PGH RET. WALL 15' PVC CONCRETE SLOP PAVEMENT DUAL 8' PVC THROUGH SHORT - --------------- ---------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------- 7 ------------------------- ------------------------------------------- ------------------------------------------- ------------------------------------------- r----------------- mr-1. WALL r -T-1 OUTFLOW STRUCTURE LLT_ ,11 /no r-V0AK1C1Tr1KI DI"11 TIC% 1,5' 1/4" GALA PLATE GENTERED ON NEW 12" RGP —334 332 330 —328 —326 324 —322 320 24' 1.51 F -M ENERGY DISIPATOR- I=- 0 20 40 O.D. • 1'•O" �6" TYP. 5''0"MIN. 5'-0" - - - - V TYP. Or A 10-011EXTENSION I - - - ❑❑❑❑❑❑ 1 1 io ' ❑❑❑❑❑❑I on CURB LINE WHEN I I �,,,.. 6" - - oa 000� - - - RECESSED INLET 13' RADIUS _ ._ _ _ _ -- - - - - CONCRETE ' GUTTER / ' 1!, ' O.D. • 6„ MIN. 2'-6" 6" NORMAL FACE OF CURB 2''0" SQUARE 28 -DAY CONCRETE �' {, ,, ,.� / / STRENGTH • 3000 psi PIAN 6" -3 24" WARP PAVEMENT SURFACE TO THROAT OF INLET SEE 02-04 SEE 01.05 3'-6" _ Y NCRETE STRENGTH = 3000 psi , • 6" MIN. PLAN VIEW 28 oA co •4 BARS 12" O.C.E.W. 0 0 SIDE WALLS 6" TOP & 1' 1 BOTTOM SLAB ■4 BARS, 6" O.0 E.W. /� STD. CAST IRON MANHOLE COVER I 1 TOP OF CURB TOP SLAB ^ AND FRAME I 1 EXTENSION SECTIONAA NORMAL CUTTER LINE �I�-_ DEPRESSED GUTTER LINE L- 6" SIDE WALLS �(_-- _ _.. �•._.� _._..i -4 BARS 6" O.C.E.W. TYP. TOP & BOTTOM SLAB INVERT SHAPING A SECTIONA-A CONCRETE FILL -4 BARS 12" O.C.E.W. — SIDE WALLS & BOTTOM SLAB ELEVATION SINGLE GRATE INLET SINGLE RECESSED CURB INLET &CURB INLET W/TENSION D1-00 IDl—ol A /4.. 3/16" 7/16"�� F -28 -DAY CONCRETE - - - - - - i - - ,� _ l ;� 2t•• '1 STRENGTHm 3000 oma` A A - - - - - /` �- - ' " VIEWA A C, 4••4 BARS I ' 28 -DAY CONCRETE - - - Q � DIAGONAL _ _ i �Ooo IBM Q��HE - -- STRENGTH 3000 psi(2) fORR•EIROD+LES A� FLOW I MAIN _A ------ I E 1 LINE 0.0. • 6" STD. CAST IRON MANHOLE(2) 3/4" MIN. 3' COVER AND FRAME IN STREETS 28 -DAY PLAN A CROSS SECTION SOUARECONCRETE STRENGTH ■ 3000 psi t30" DIA.) PIAN MINIMUM OWoPIPEBETWEEN 1/2" FLAT (ACED GOTHIC PLAN w/APPROPRIATE CITY TITLE 18" TO 36" - 12" APART O.D. • 6' MIN." A APART DOW ITT 0: BRYAM 48" OR LARGER 18 6'• TOP BOTTOM SLAB -4 BARS 6" O.C.E.W. A POLLUTE �� ORRIVE To -4 BARS 12" O.C.E.W. ■4 BARS 12" O.C.E.W. ' TOP BOTTOM SLAB NO „S„R„ RIYERS SIDE WALLS SIDE WALLS O.D.• 6" MIN. i & SIDE WALLS 1 1 LARGE MOUTH BASS LOG ..... 6" TOP & ' F 6' TOP 3/a•' FLAT FACED GOTHIC BOTTOM WALLS O.D. • 6" (2) PLACES VARIES E & MIN. 3' { 4- (SEE NOTE) + t BOTTOM fI . ' ',:• i SLAB 3" MIN. EACH SIDE tom— 6" SIDE WALLS — T T T T T T T T -1 cl OT COLLEGE Stena ■4 BARS 6" O.C.E.W. -4 BARS 6" O.C.E.W. II A Pa TE J� DRAINS To A TOP & BOTTOM SLAB 6" SIDE WALLS TOP & BOTTOM SLAB -�•I 6" SIDE WALLS Iq 9�suR� RIVER' SECTIONA A SECTIONA A SECTIONA A 1/2• FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE RM SEWER DOUBLE BARREL INLET TROUT LOGO STORM p— 2JUNCTION BOX GRATE INLET D1-03 D1-04 D1-05 D 1-0 THICKNESS AS — DESIGNATED ON PLANS OR AS DESIGNATED ON PLANS -3 BARS 6 18" O.C.E.W. 6'•HEIGHT VARIES WEEP HOLE -3 BARS AS OESIC ON PLA? THICKNESS AS DESIGNATED ON PLANS O.C.E.W. \' 1.-6.. 6'�I HEIGHT NOTE- MATCH E ELEV. �'` v3 HEIGHT 1'/z VARIES MIN. 18" TOE WALL TO BE CONSTRUCTED ' • ATCH fL ELEv.- WEEP HOLE AT BEGINNING & END OF CONCRETE �'- TrTr' .� 1/3 HEIGHT DITCH CHANNEL & RIP -RAP SECTIONS. VARIES 12"X12" GALV. HWO. f 2"0 CLOTH 1/4' MESH 5' 5' S' 5' W/GRANULAR MATERIAL 12"X12" GALV. HWD. H/3 WHEN O t8' DE 1GN 36" AS CLOTH 1/4" MESH H•4.OR MORE ATED W/GRANULAR MATERIAL — —• .. — +---�-- � 01 PLANS 6" IL�--�NO,TE� WEEPHOLEDETAIL 28-OAY CONCRETE STRENGTH- 3000 psi El'oNli&- TOE WALL TOBE CONSTRUCTED BEGINNING &END OF CONCRETE CH CHAN EL & RIP -RAP SECTIONS. CONCRETE CHANNEL LINING D2-00 5' Si 5' S' 2 0H/3 WHEN ,� H•4.OR MORE 2.1/4" MINIMUM WIDTH DRAINAGE EASEMENT ING SURFACE STRENGTH= CONCRETE MACHINED BEAR 1-3/8'. 15' MIN. 5' MIN. � �- —� STRENGTH = 3000 psi yVEET. [OL EDETAIL 30"7/16" 2 2-1/4" 2" VA�z .. , . *1 1' MAX. �— 1-1/21 CONCRETE RIP—RAP D2-Ol = 1.1/4" 1' MIN. COVER SECTION PICKHOLEDETAIL *MAXIMUM SLOPE 4• 1 THI IKNES AS HANDRAIL M N. DESIGN EO ON PLANS TYPICAL LINED CHANNEL SECTION .3 BARS o t8' .C.E.W. 1 0' cSIDEWALK BLACK SCO OR EAKANAT M/HYA40-1!ELCN STANDARD CHANNEL SECTION OR AS DESIG"ATE° r F Ay ON PLANS -3 BARS o 12" O.C.E.W. MATCH FL ELEV.1 4 COVER FACE COVER FACE 18" TOE DOWN 18•• TO 36" AS TT, i; (ALSO AT DESIGNATED ON PLANS i_ FLUME ENDS) -�16" —� CONCRETEc UITEA 4'-0" COVER BACK 28 -DAY CONCRETE STRENGTH m 3000 Psi MANHOLE RING AND COVER STANDARD FLUME SECTION D2-04 EXPANSION JOINTS AT 60' o.C. D2-05 U 6" (TYP.) •3 "U" BARS y„ 1PER BLOCK DISSIPATOR BLOCK LOCATION PROVIDE RIP -RAP ROCK (MIN. 20 LB. PIECES) .o BARS F 12" 1 � 1 73 6 8,. DISSIPATOR BLOCK +r - I C 12 • 6•' 6.. a'•0•' 30- 64 BARS 12" O.C.E.W. 6" 2a' WALLS, BOTTOM SLAB 8. TOE SECTIONA A PLAN 28•OAY CONCRETE STRENGTH 3000 psi MINIMUM DISTPIPESBETWEEN TWO18" TO 36" - 12" APART 48" OR LARGER - 18" APART E G \z B BARS 8•13x 1 1... , 0- MN. I ' I I 1 I I 1 I F I �I BARS E BARS Ai•Ax • BARS PLAN VIET� ERAL NOTES, EXPOSED CORNERS SHALL BE CHAMFEREI 314' WORCNG STEEL SHALL BE PLACED WITH IE CI THE OUTSIDE LAYER OF BARS 2- FROM 1 SU THE CONCRETE. TOTAL OUANTITES INCLUID ONE AFTER LAP FOR ALL BARS OVER W-O"N NGTI HEIGHT VARIES 28-OAY CONCRETE STRENGTH a 3000 psi NOTE' 18- TOE WALL TO BE CONSTRUCTED AT BEGINNING & END OF CONCRETE DITCH LINING & RIP -RAP SECTIONS SLOPE PROTECTION D2-03 BARS E - 1►x BAR W BARS Di -Ox 5 a•o: BARS VrVx ;o xsBARS BARS CONFORMS T 0 2 I SLOPE B BARS A 16'LJ BARS G BARS r BARS E 6" PROVIDE A 12- FOOTING AS SHOWN WHERE REOUNfO TO MAINTAIN 4" MIN. COVER FOR PPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL OUANTITIES SHOWN. SIDE ELEVATION 28 -DAY CONCRETE I TRENGTH o 3000 psi ' BARS v BARS SI 9— _ -1 ARS Di -Ox am S ZBARS Ai -A. SECTIONA A TYPICAL CONCRETE HEADWALL CONCRETEH WALL FOR 2 PIPES & END WALL WITH WINGS D3-00 D3-01 SELECT MATERIAL '.°.q:a°:g•a; MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FR OF °,.,.t•.,m.yd ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO 2" MIN, ° ° ° COMPACTED CEMENT STABILIZED MINIMUM OF 90% OF MAXIMUM DENSITY AS OETERMIN BY SAND, 1-1/2 SACK/CY (PUGMILL ASTM 0698 (STANDARD) AT A MOISTURE CONTENT W HIN r / ONLY). SPADE BY LIFTS INTO OPTIMUM TO -4% OF OPTIMUM UNDER NON-STRUCTIU1 PI E 0.0. PLACE, TO FILL ALL VOIDS AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO I A " MIN.) AROUND PIPE. MANUALLY MINIMUM OF 98% OF MAXIMUM DENSITY AS OETERMIN D CONSOLIDATE AT OPTIMUM BY ASTM 0698 (STANDARD) AT A MOISTURE CONTE WITHIN MOISTURE. OPTIMUM TO •4% OF OPTIMUM UNDER FUTURE ST E T AREAS-1PIPES` O.D.v_ * PE MUST DESIGN TRENCH DETAIL SITE SPECIFIC FOR HDPE PIPE. THE TRENCH OTTOM SHALL BE� 8" MIN./12" MAX. HOPE PIPE IS NOT TO BE RADEO SO AS TO PROVIDE UNIFORM USED UNDER PUBLIC STREET AND CONTINUOS SUPPORT FOR THE PAVEMENT IPE BARREL BETWEEN BELL HOLES. CEMENT STABILIZED SAND AS A MINIMUM WILL ALWAYS BE TRENCH FOR REINFORCED REQUIRED. BEDDI111 AND CONCRETE PIPE D3-02 U CITY OFBIRYAN The Good Life, e as Strde: I i I DRAWN BY: C. L. M. DATE: 01-011709 SCALE: N Tj S APPROVED. W. P. K. F -IG RE 1 OF SHEET 1 NOTE: NOTES: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRAOE. I. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: MANHOLE 01A. MAIN SIZE ADDITION OF CEMENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE IN NEW LOCA• TION COMPACTION REQUIREMENT <18in. MAY BE REOUIRED TO STABILIZE FOUNDATION. OR EXISTING RIGHT-OF-WAY. 4 FT PAVEMENT - - - - - - - -98 %STANDARD PROCTOR - ASTM D 698 g FT 218in. 001n, 2. USE ADEKA SEALANT OR APPROVED EQUAL LANDSCAPE AREA- - - - 90 % STANDARD PROCTOR - ASTM 0 698 BETWEEN RING/COVER, ADJUSTMENT RINGS 6 FT 236m• AND CHIMNEY OR CORBEL/CONE SECTION. 5, NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6.IN FLOODPLANS OR AREAS OF CONCENTRATED SEE NOTE 7. MANHOLE DEPTH (FT.) BASE THICKNESS FLOW. THE CONE SHALL EXTEND (FOOT ABOVE 0 - 12 - - - - - - - - - - 8•' THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, 12 AND OVER - - - _ - - - - - 12" VENTED WHERE REOUIRED. Y 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER SIGN = iJ SEWER CROSSES OPEN FIELDS. MANHOLE SiGN N0' (SEE DETAIL S3.05) 6'-0" STD. DUCTILE IRON MANHOLE COVE L 3' MIN. AND FRAME (30" DIA. OPENING) OR EQUAL SEE NOTE t. MAX., ,,-,,,. , ,,,•.., 12" MAX. SEE NOTE t SECTIONA - A ; �' � :> 2'•0" 2'-6" PRECAST REINFORCED 2'•6" CLASS "A•' CONC. CONIC. MANHOLE SECT. 3000 PSI IN 28 DAYS ASTM DES. C-478 VARIES `• 6' GREEN, HEAVY DUTY, VARIES (SEE TABLE) BACK FILL AROUND MH SHALL 3 : WING CHANNEL POST STANDARD CLEANOUT VARIES BE AS PER NOTE 4. VARIES STANDARD CROSS PLUG•9, A4N. 5" MIN.: - (SEE TABLE) RUBBER -GASKET JOINTS 5" MIN. INSIDE MORTAR ALL JOINTS 24 ' MIN. 24" MIN. �� " vARrts CEMENT STABILIZED INVERT 3/4 DIAMETER OF PIPE a 6" MIN. SAND AS SHOWN. 9 UP TO 24". 24" AND LARGER PLUG STANDARD CROSS 4' �i 2•.O SHALL BE FULL DEPTH INVERTS. BASE VARIES fi A vARES:� A WATERSTOP-PiPECONX • MANHOLE ADAPTER SEAL, •4 BARS, 8" O.C.E.W. •4 BARS BENT 0 90 AND 90• RENO `' Vis 90• BEND OR APPROVED EOUAL. WATERSTOP-PiPECONX TIED TO WALL AND BASE. t2 REO'D) NOTE:DEPTHS GREATER THAN 12' MANHOLE ADAPTER SEAL, 6" MIN. WILL REOUIRE 2 MATS OF OR APPROVED EOUAL. /-4SARS. 8" O.C.E.W. SEE B'�E . z.�: :. .• •r REINFORCING STEEL IN THE 12 REO'0) NOTE: DEPTHS GREATER THAN 12 NOTE FOUNDATIO ' , �' ' �- `� „', . f BASE. REINFORCING STEELWILL REOUIRE 2Y N T HE BASE. WATERSTOP-PIPECONX CAST INPLACE MANHOLE PRECAST MANHOLE •4 BARS, 8" O.C.E.W. •- DEPTHS MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REOUIRE OR APPROVED EOUAL. METS OF REINFORCING STEEL N THE (2 REO'D) BA STANDARD DROP MANHOLE - STANDARD MANHOLE NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON 51-02 RESTRAINED JOINT FOR FORCE MAINS. PVC CROSS NOTES: PVC PLUG WITH HALF MOON 1. 1" DIA. "STARTER HOLES SHALL BE DRILLED THROUGH WALL OF CAST -IN-PLACE MH PIPE O.D. REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. SEE DETAIL ISTD) FOR CUT OUT OF IT - TO FORM PLUS 4" AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED AND NEW INVERT FOR NEW CONSTRUCTION OF MH DAA( HALF THE PIPE DIA BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING PERIPHERAL LINE. NEW INVERT SHALL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. "STARTER" HOLES HAVE SMOOTH TRANSITION CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE t.) INTO X ST NG INVERT EAS REOUIRED' REN. 2, THE NUMBER OF RESAR DOWELS SHALL VARY WITH SIZE OF f PVC PIPE ONE SIZE OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. GROUT SMALLER THAN PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1.3/4" STAINLESS OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. SEE AN t1R PRC1f� E c waE STEEL BANDS A GROUT W. .TWE AnD & ELEV (TYP) 4, CONCRETE SHALL BE 3,000 P.S.I. 5/8" STAINLESS STEEL 45• ELBOW �CC SYNKO-FLEX PREFORMED EE BOLTS W/ EXPANSION (TURN W/FLOW LOCK i'-0' PLASTIC ADHESIVE OIAMTJR ANCHORS & GROUT IN PLACE) •3 RESAR (14" LONG) EOUAL. SEE OR APPROVED p.O' (TYP) EPDXYED EMBEDDED N ODMANHOLE EQUAL. (SEE NOTE 3.) 2tTYPR) �"j CONOUSHRINK WALL 3". (SEE NOTE 2.) WATERSTOP - PIPECONX Y I R T NEW INVERT 1 MANHOLE ADAPTER SET ELEVATION EQUAL To PIPES O$. SEAL, OR APPROVED PIPE 0. T - TOP of LARGEST PIPE N MH J •�, 11f, OR APE 8.1 PLU 1 EOUAL. t2 REO'0) PLUS 1 '0Li �.O 9ZE E 1 CONNECTION DETAIL SECTION VIEW WATERSD PTER S AL. MANHOLE ADAPTER SEAL, 1 MANHOLE CONNECTION DETAIL B•] OR APPROVED EQUAL. • CHANNEL FORMED IN CONIC. BASE 12 REO g 'D) INSIDE DROP MANHOLE STANDARD MANHOLE TIE-IN CONNECTION DETAIL SECTION VIEW S1-Ol e• 51-03 IO 1 -PC. PULL -ON WATER TIGHT NEOPRENE ENO ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL.TO MAINTAIN 1" MAX CLR. PIAV �� CLAMPS -APS" OR � 'n ry ..PSI.. MAX (TYPICAL) SEE NOTE 5 BAND CLAMP STEEL CASING CONC.CURB & GUTTER NOTE: CASING SPACERS 4 -RUNNER MIN. (THIiU 24' DIA AT SPRINCLINE - 8" WIDE BANG STAINLESS SIDEWALK SIDEWALK CASING) OR 6 -RUNNER MN. STEEL (TYPE 304) o (24•••42'• DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304. 8" WIDE RANO NEOPRENE INSULATION SLEEVE � �f W/ POLYMER RUNNERS:CENTERED RUNNERS AT 4j" BETWEEN PIPE AND BAND I 3.5' MAX.OR NON -CENTERED -CLEAR BELL, BOTTOM m" ( I (SEE NOTE i.) 3.5' MAX. OR AS DESIGNED RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INSULATED: ••APs, INC.. Moo SSta" CASING DETAIL WATER LINE (SEE NOTE .i.) OR "CASCADE" (MIN. 4• BURY) 53-01 ( PVC (SEE NOTE 3) 3 Io 2'-0" MIN. MACHINE BORING 2'-0" MIN. 2.0' DESIRABLE 6 (TUNNELING) OPEN CUT 2' PVC OPEN CUT LIMIT (SEE NOTE 3) 2.0 LIMIT WIDTH OF PAVEMENT ST0.45•PVC SEND -� TEE WYE SERVICE FITTING ASTM 03034 SDR26 PIPE (SEWER WYE AND 1/8' BEND) STO. PVC COUPLING W/CASKETS GILO% MN. SEWER UNE Y-0'* MN. SIDEWALK MAY BE (PIPE IS NOT TO BE PLACED OPEN CUT OR BORED HORIZONTALLY) AS DIRECTED BY THE ENGINEER PROFILE ASEREOUIREID CARRIER PIPE f(L' Creek rL OCE SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL I S3-04 G 53-00 8 NOTE: 1, FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENE 4" PVC EXTENSION 14 NEAREST BELL MAX4.MAX 6.8" TYP MAX A ' " TYP 6'8'• TYP. AX NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, W/PVC CAP (SEE NOTE 3) 2.0' JOINT (TYP, MEND) SEWER LINE CONSTRUCTION. r�►RHAtc MN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. TO PREVENT BONDING 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL. SPECIFICATIONS. } A 3. PREFERRED.ALLOWED ONLY WHEN t NOTES: 2. MARK EACH SERVICE END WITH METAL "T'• POST PAINTED GREEN. PVC WYE WITH HERE EXISTING 1. FURNISH AS SHOWN ON PLANS TYPICAL URBAN CITY =LLJac AND/OR AT EACH MANHOLE WHERE 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE ASTM 03034 SDR26 WITH GASKETS. PVC CAP CL SEWER LINE CROSSES OPEN FIELDS TO BE CONSTRUCTED CTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO GROWTH IS ESTABLISDHED.IN DEVELOPED AREAS WHERE STREET CROSSING 53-02 TEXT 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 3) 2. FROM 20 GA. SSIGNS iBAKED ON I cr Z 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. UNTIL ESENT, BLOCK S00 WILL BE REOUIRED. BARED AREAS SHALL BE ENAMEL FINISH. FURNISH ONE 0. _' 9- T r MTI. q R. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OFA RPLS UPON COMPLETION OF ONE SIGN AND ONE POST MACHINE BORING STEEL CASING CONSTRUCTION. FOR EACH MANHOLE INSTALLED • 3 CARRIER PIPE CASING SPACER IO 1 -PC. PULL -ON WATER TIGHT NEOPRENE ENO ADJUSTABLE TOP RUNNERS SEAL W/ STN. STL.TO MAINTAIN 1" MAX CLR. PIAV �� CLAMPS -APS" OR � 'n ry ..PSI.. MAX (TYPICAL) SEE NOTE 5 BAND CLAMP STEEL CASING CONC.CURB & GUTTER NOTE: CASING SPACERS 4 -RUNNER MIN. (THIiU 24' DIA AT SPRINCLINE - 8" WIDE BANG STAINLESS SIDEWALK SIDEWALK CASING) OR 6 -RUNNER MN. STEEL (TYPE 304) o (24•••42'• DIA. CASING) STAINLESS PROVIDE 4 STL. TYPE304. 8" WIDE RANO NEOPRENE INSULATION SLEEVE � �f W/ POLYMER RUNNERS:CENTERED RUNNERS AT 4j" BETWEEN PIPE AND BAND I 3.5' MAX.OR NON -CENTERED -CLEAR BELL, BOTTOM m" ( I (SEE NOTE i.) 3.5' MAX. OR AS DESIGNED RESTRAINED FROM FLOTATION: POLYMER RUNNER (TYP) INSULATED: ••APs, INC.. Moo SSta" CASING DETAIL WATER LINE (SEE NOTE .i.) OR "CASCADE" (MIN. 4• BURY) 53-01 ( PVC (SEE NOTE 3) 3 Io 2'-0" MIN. MACHINE BORING 2'-0" MIN. 2.0' DESIRABLE 6 (TUNNELING) OPEN CUT 2' PVC OPEN CUT LIMIT (SEE NOTE 3) 2.0 LIMIT WIDTH OF PAVEMENT ST0.45•PVC SEND -� TEE WYE SERVICE FITTING ASTM 03034 SDR26 PIPE (SEWER WYE AND 1/8' BEND) STO. PVC COUPLING W/CASKETS GILO% MN. SEWER UNE Y-0'* MN. SIDEWALK MAY BE (PIPE IS NOT TO BE PLACED OPEN CUT OR BORED HORIZONTALLY) AS DIRECTED BY THE ENGINEER PROFILE ASEREOUIREID CARRIER PIPE f(L' Creek rL OCE SEWER LINE W/ CASING TYPICAL CONCRETE CAPPING DETAIL I S3-04 G 53-00 8 NOTE: 1, FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENE I NOTES: 14 30•' SEE CITY STANDARD SPECIFICATION FOR WATER AND 42" 24 4" PVC EXTENSION SEWER LINE CONSTRUCTION. LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING 2. STEEL CASING SHALL BE AS SPECIFIED N THE TECHNICAL. SPECIFICATIONS. er A 3. PREFERRED.ALLOWED ONLY WHEN t NOTES: METER BOX OR STANDARD CLEAN -Our Boor APPROVED BY CITY EWET NGINEERING HERE EXISTING 1. FURNISH AS SHOWN ON PLANS TYPICAL URBAN CITY =LLJac AND/OR AT EACH MANHOLE WHERE I. WHERE DOUBLE WYE SERVICE ELEVATION B LESS THAN 2'-7" PVC WYE WITH BLACK -�� SEWER LINE CROSSES OPEN FIELDS TO BE CONSTRUCTED CTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO GROWTH IS ESTABLISDHED.IN DEVELOPED AREAS WHERE STREET CROSSING 53-02 TEXT WARNING 2. FROM 20 GA. SSIGNS iBAKED ON w O• GRASS IS P UNTIL ESENT, BLOCK S00 WILL BE REOUIRED. BARED AREAS SHALL BE ENAMEL FINISH. FURNISH ONE 10" UNDERGROUND SEWER ONE SIGN AND ONE POST MACHINE BORING SEEDED 0 CONTACT THE CITY FOR EACH MANHOLE INSTALLED (TUNNELING) SEWER SERVICE. aZ'� BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. APPROVE OSION CONTROL MEASURES MUST BE INSTALLED DURING THE SHOULDER SHOULDER YELLOW 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. z 3 FURNISH SAME NUMBER OF ENTIRE TIM STAY IN PL VARIES VARIES z 0 - BACKGROUND co t4•' TYPICAL CONCRETE DRILLED REPLACEMENT SIGNS AS FOR EACH AFTER CON TRUCTION S COMPLETE AND THEN REMOVED BY CONTRACTOR. cn MANHO E INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) D3034 SOR26 W/ GASKETS a o 5•.O • WIDTH OF PAVEMENT 5'-0" MIN. 6' CLEAN OUT STACK MIN. CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER w NO, (NOT A SEPARATE PAY ITEM) AND WILL BE INSTALLED BY OF OR EVC FOR EARTH, SEE BEDDING 7' THE PLUMBER AT THE ROW FOR EACH SERVICE. AND TRENCH DETAIL ESTABLISHM NT OF VEGETA ION MAY BE A WARRANTY ITEM. SEE NOTE 4 �J N 2" BLACK PRESSUREIt SENSITIVE NUMBERS ' I TO BE ADDED AFTER 3'•0" BELOW DITCH FLOW LINE. WHITE t0"T BASIC SIGN HAS BEEN jr BACKGROUND. PAINTED. DRIVEWAYS; PARKINS AREAS) AND SHALL CARRIER PIPE R -O -W OR EDGE OF EASEMENT2" CUSHION REOUIRED CEMENT STABILIZED �t FOR ROCK, CONCRETE NOiE: STEEL CASING ONO THE CURB Al BE CE ENT LINE. STRUCTURAL ]STABILIZED (OPTION 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SAND AS SHOWN. SEE CITY STANDARD SPECIFICATION FOR WATER AND N0. 2 IN 52- 2) OR EX AVATED SOIL COMPACTED B/C f ! SEWER LINE CONSTRUCTION. SEWER WARNING AND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. -� NOT LESS THAN 3" TO 987 MAXI WITHIN OPT;IM 3. DRY BORING IS REOUIRED. CHOLE IDENTIFICATION SIGN 3.5' MAX. Z,YPICAL RURAL STREET CROSSING S3-05 IN S2.02 <J�ar�� 53-02 2. CHAMFER EDGES 3/4", �� q, LETTE INC L t• 9/16 3. CONTRACTOR SMALL CONSTRUCT CONCRETE PIER TO A MINIMUM �f BOOKM i OL0 STYLE 1/4" RENS DIA [40 4-1 B �E T NEOPRENE GASKET 14mm M DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS t3 (2) PICKBAR Q� 1; (2) ICKBARS7/16" E114mm] ENCOUNTERED. z V. titmm 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2„ �� - [5 MM] 330 DIA X5/16" 2" TOLERANCE. ® [SIMM] - /t6" [762mm] [8mm] 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. .. 4 #4 BAR HOOPS, �a .4 12" O.C. PIER DIA. AS A SHOWN a ° • ON PLANS °' ' " E, 3" CLEARANCE {E -PIPE 0.0.+ i8"-� I MININMUM >ECTIONA A PIER VERTICAL STEEL DIAMETER #5 BARS 16" 8 24" GENE I NOTES: 14 30•' 16 42" 24 4" PVC EXTENSION V x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL er A t NOTE: W/PVC CAP (SEE NOTE 3) 2'O� METER BOX OR STANDARD CLEAN -Our Boor ALL AREAS] HERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED =LLJac I. WHERE DOUBLE WYE SERVICE ELEVATION B LESS THAN 2'-7" PVC WYE WITH BY CONSTR AND WAT R CTION SHALL BE ADEOUATELY BLOCK SODDED OR HYDROMULCHEO GROWTH IS ESTABLISDHED.IN DEVELOPED AREAS WHERE VERTICAL STEEL AS PER TABLE BELOW PROPOSED BACK OF PVC CAP CURB, MIN. SLAB ELEV. MUST (SEE NOTE 3) w O• GRASS IS P UNTIL ESENT, BLOCK S00 WILL BE REOUIRED. BARED AREAS SHALL BE BE SET TO ALLOW SANITARY pw I SEEDED 0 DDE WITHIN 14 CALENDAR GAYS Of LAST DISTURBANCE. 3a� SEWER SERVICE. aZ'� APPROVE OSION CONTROL MEASURES MUST BE INSTALLED DURING THE cn 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. z 3 ENTIRE TIM STAY IN PL THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL CE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED z 0 - UNDISTURBED EARTH co +irr ,�.•r,' INTO HOLE TYPICAL CONCRETE DRILLED 3. ALL MATERIAL SHALL BE ASTM to AFTER CON TRUCTION S COMPLETE AND THEN REMOVED BY CONTRACTOR. cn D3034 SOR26 W/ GASKETS a o 4. A CLEAN OUT S REQUIRED 6' CLEAN OUT STACK ALL EROSIO EVERY RAI N. CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER w AND WILL BE INSTALLED BY OF OR EVC FOR EARTH, SEE BEDDING THE PLUMBER AT THE ROW FOR EACH SERVICE. AND TRENCH DETAIL ESTABLISHM NT OF VEGETA ION MAY BE A WARRANTY ITEM. SEE NOTE 4 INCLUDES PLAN STRUCTURAL ALL PAVEDI Al ACKrILL AREA EAS (SIDEWALKS STREETS, ALLEYS, DRIVEWAYS; PARKINS AREAS) AND SHALL R -O -W OR EDGE OF EASEMENT2" CUSHION REOUIRED CEMENT STABILIZED �t FOR ROCK, CONCRETE EXTEND 5' B BACKFILL SH ONO THE CURB Al BE CE ENT LINE. STRUCTURAL ]STABILIZED (OPTION SAND AS SHOWN. N0. 2 IN 52- 2) OR EX AVATED SOIL COMPACTED B/C f ! 5' VARIES -� NOT LESS THAN 3" TO 987 MAXI WITHIN OPT;IM UM DRY t5ENS1 TO •4' WE Y AS PER ASTM 0698 ! I i Of OPTIMUM 3.5' MAX. tOPTiON N0 IN S2.02 <J�ar�� (SEE NOTE i.) PAVEMENT AREAS PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 45' KENO Ii 45° BEND B/C STACK VARIES IN HEIGHT i •SIDEWALK' T 2.0 STANDARD CLEAN �- I STo.45• SEND OUT FOR MAIN LINE SEE NOTE 4 STRi TUR, AL BACKFILL AREA S2-01 52-03 TEE WYE SERVICE FITTING (SEWER WYE AND 1/8' BEND) DEEP CONNECTIONPROFILE A SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF 0 FUT I INAL GR ND RE STRE T AREA IN ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2)r INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 2'AQ SELECT MATERIAL MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY �^ R -0•W OR EDGE OF EASEMENT ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS Ge YARDS. PASTURES, EASEMENTS) AND TO A �_ 12' MIN.12"MiN A SELEC O MATERIAL © CEMENT STABILIZED ... OF 98% OF MAXIMUM DENSITY AS DETERMINED © (MAtIU LY MINIMUM ©(MANUALLY VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4I. OF OPTIMUM UNDER NEW STREET AND CONSO AT OP'' ATE MUM CONSOLIDATE AT OPTIMUM O r r r RE) PAVEMENT AREAS.MOIST 6" BELOW PIPE PIPE BELL 6"BELOW MOISTURE) 3.5' MAX. (SEE NOTE L) ® GRANULAR MATERIAL ERIAL SHALL BE BANK RUN ICH IS FREE OFRIVER CLAY EBRSHSAND OR ORGANIC PIPE UNOISTUR'E0 SOIL PIPE BELL O.D. PIPE UNDISTURBED SOIL PVC (SEE NOTE 3) OFTDETRIMENTTAL QUANTITIES MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS:PLACE 0'D' METAL O.D. DETECTOR (MIN. 1% SLOPE) MAXIMUM LIOUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 35 6" MIN./12" MAX. TAPE AT ABOVE TOP ' MINIMUM OF 24" 6" MIN./12" MAX. OF PIPE 2.0 MAXIMUM PERCENT PASSING NO. 200 SIEVE MINIMUM PERCENT PASSING 3/4" SIEVE 100^ WET, SHALL OPTIONNO. 1 OPTIONNO. 2 T.- D THE MATERIAL SHALL BE FREE FLOWING AND WHEN `. / NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE NOTE 4 TEE WYE SERVICE © CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD CONNECTIONPI>?OFILE STAN NOTES= 1. FOR BEDDING AND TRENCHi ' W1 MIN ALL AVED AREAS, SEE Df TARS r -. FOR OPEN CUT STREETS. W 2. ALL BEDDING & INSTALLATION F PVC PIPE SHALL BE N ACCORDANCE TO ANSI/AWWA STANDARDS SANITARY SEWER FOR PVC PIPE. 3. ALL BEDDING III INSTALLATION 17 DUCTILE IRON PIPE SHALL 8E IN ACCORDANCE TO ANSI/AWWA C150/A21.50. BEDDING AND TRENCH 4. COMPACTION SHALL BE ATTAINID BY MECHANICAL TAMPING. SERVICE CONNECTION FOR DI PIPE &PVC PIPE 5. ALL TRENCHES SHALL BE BAc FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. O 6. SEE "OPEN CUT DETAILS" ST4 0, ST4.OI. & S 4.02. 52-02 S2-00 NOTES: i. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2" E5imm] LETTERING LETTERING STYLE: 1" E25mm3 DIA 800KMAN OLD STYLE ANDLING HOLE DIA i'• HANDLING HANDLING HOL 2'' [51 3J-1/4" 45M DIA 845mm] 2.3/(6" IA m] LETTERING L8i8mm STY E' 2. CHAMFER EDGES 3/4", �� q, LETTE INC L t• 9/16 3. CONTRACTOR SMALL CONSTRUCT CONCRETE PIER TO A MINIMUM �f BOOKM i OL0 STYLE 1/4" RENS DIA [40 4-1 B �E T NEOPRENE GASKET 14mm M DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS t3 (2) PICKBAR Q� 1; (2) ICKBARS7/16" E114mm] ENCOUNTERED. z V. titmm 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2„ �� - [5 MM] 330 DIA X5/16" 2" TOLERANCE. ® [SIMM] - /t6" [762mm] [8mm] 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. .. 4 #4 BAR HOOPS, �a .4 12" O.C. PIER DIA. AS A SHOWN a ° • ON PLANS °' ' " E, 3" CLEARANCE {E -PIPE 0.0.+ i8"-� I MININMUM >ECTIONA A PIER VERTICAL STEEL DIAMETER #5 BARS 16" 8 24" 12 26" 14 30•' 16 42" 24 PLAN 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REOD. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE V x 18" GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL er A t A _cr =LLJac a VERTICAL STEEL AS PER TABLE W o n. #a BAR HOOPS, 12" O.C. 3a� 2 Fo oPOUR CONIC. AGAINST N ."q UNDISTURBED EARTH co +irr ,�.•r,' INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER CITY �65mm QIA OF BRYA -8%6 4po134D]IA 035mm .' jw Z FRAME SECTION O y'1P/ 2" [51mm] LETTERING �`.'� "� 2" [ imm] ETTERING -+ LETTERING STYLE: PLAN VIEW LETT INC STYLE:' BOOKMAN OLD STYLE BOOK AN OLD STYLE Q MACHINED SURFACE16, E96 { mm m t-1/2" W -1C -TC^ I-[16mm] E38 mm] 62mm] 7/8" a • [22mm] V-13 -3 [734 ] R 1-3/4" 1" plA X 4" LG r , . . i ER44mm7 H.R.S. ROD `J LLLIII m� com;,�rlpwy\T PICKI3AR DETAIL O tt u BOTTOM VIEW T DARD MANHOLE U OFCOVER RING AND COVER DUCTILE IRON V-1432--3 S4-01 13/i6" 3-13/16•• [965mm IA 0-3/4" mm t/4" ) 1 [781mm]OIA 3/4'•20mm] 2-1/4 DI NEOPREN� GASKET 25 " ID OF GROOVE [20mm] I -� [819mA ' 180" 30'• fr �3�mm] 4" [6mm] ['gmm] �t/2" 2-7/8.. [762mm [t02mm] [13mm] [73mm] BOLTHOLESECTION '221T,/4. Ii'• (25mm) DIA.;--32.gg s•• i�IA-.� " ER 4mm] ;X 5 t/2" [140mm] [8�imm ,[38mm] ,LG STEEL ROD uL p GASKET GROOVE FOR MACHINE GROOVE 1 33 [92imm7iA DETAIL �' -t 0" DIA, 1' 1/2" PICKBAR DETAIL t/4'• PRENELommDIA PNEOPRENE GASKET gg,s•• E38 FRAME SECTION [16mmI • MACHINED SURFACE CITY OF I RYAN -7 2" [Simm] LETTERING Em] The Good Life, 7" ,ras SAI'le." LETTERING STYLE: COVER SECTION 2•• t51mm] LETTERING Sookmon Old Style RECESSED FLUSHED HEX SS CANPCSCR2EWSG E ST HEXS/g85. CAP SCR 2" LG & NARROW ZINC PLT. & L ( & NARROW LINO RUBBER WASHERS Q� o RUBBER WASHERS 0 2„ 0 < 2" E51mm] [51mm] t102mm ® [102mm] .. ® V'Ep CiTY OF BRYAN (1) 7/8" (22mm) DIA HANDLING HOLE 9�i �� (1) 7/8" (22mm) E ( DIA HANDLING HOLE 0 o DRAWN BY= PIC AR LETTERING (2) PLACES RECESSED FLUSH DATE: 1-01-0 2" [51mm] LETTERING LETTERING STYLE: PLAN VIEW BOTTOM VIEW SCALE: N T S Bookmon Old Style WATER TIGHT )4ANH LE DING AND COVER APPROVED: Vii. P. K. FIGURE DUCTI IRON V2432-3 S4-02 S4-00 SHEET (l1 OF 11 CROSS SLOPE 2% MIN. CROSS SLOPE W I WAL K z SDE CROSS SLOPE 2X to 4X 2% MAX., t7. MIN. =I PAVEMENT CURB � � 0 , n\\ A ,� a 8' TYP, a NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOUIREO OUTSIDE OF THE SIDEWALK, � _,._.--•-�_ ./� � � ® pro l04 't a b$ideW �Y DertY a d nel >, e It � ti I $tt eet ab 1 J�\ i� PER TAS ;., .. STANDARDS NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2, FINISH: LIGHT BROOM FINISH, JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EOUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4.O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH 3x12 BARS 0 12D.C.O.C.OR 4 x 12 BARS O 18 D.C. 4, COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0.4X WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR p 1/4" R 1/2" 0 X 18", 12" O.C. r 3/4" (COATED W/HEAVY GREASE) 31-0" MIN. 1-11 5'-0" � VARIES-� 4,. E- 2'/. MAX. RECYCLED MATERIAL, 1/2" SEE NOTE 4 THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP, INSIDE BY J.O. RUSSELL CO.OR DIAMETER TO BE 1/16" GREATER' THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF 3 BARS 0 12'• , O.C.E.W. STRENGTH TRENGT CONCRETE o DOWEL AND HAVE STOP SO END OF 4 BARS 0 18" O.C.E.W. STRENGTH 3000 psi CAP IS 1" FROM END OF BAR. f4" THICK MIN.) SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STREETS APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CONCRETE SIDEWALK SWI -02 I -JF In W W i V G Q W LANDING WO•_Iy 1 I c i DETECTABLE WARNING SURFACE -E- 4" MAX. AND USUAL `- 6" MIN. FACE OF 10" MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 GENERAL NOTES (PAVERS) 0 & CONSTRUCTION JOINT c5' LANDING rn _ _o Landing SIDEWALK SLOPE REQUIREMENTS LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS i o�u dam SWI -00 SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSIONI 3'-O" MIN. 6,-0" VARIES- 4 N0.3 REBAR AROUND PAVER INSET ** VARIES 1' 4' JOINT MATERIAL, MIN. E- 2X MAX. a xa••x3/t6" STRUCTURAL STEEL TUBING 3/8" R 1" MORTAR BED - SHALL CONFORM TO (Domes to run parallel to --' SEE NOTE 4 3• GREEN SPACEpL� - V pedestrian travel) W0. 4" Max O.C. MAXIMU 8'O.C. MAXIMUM ---72" 0 brL and Usual O.C. PPLICAOBLERSPECIFISHALL AAT ONSONfORM D •j TOASA 6" < N0.4 BARS 0 D ti ide flare 4„ _ r * • - \ \ ` 1 fir. MAX. i':: (Typical) (Yp) VARIES \ - SURFACE PROPERTY LINE L MAX' ''• PROPERTY LINE 11-1 T 13 BARS 0 12" O.C.E.W. OR 28 -DAY CONCRETE _ P \ J. ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE NO 84 BARS 0 18" O.C.E.W. STRENGTH a 3000 psi 1S OTHER STORM SEWER SYSTEM * * 23' t10' CURB RADIUS) ?J v ftNl. ° ' ' 21.5' (20' CURB RADIUS) e • 16.5' (25' CURB RADIUS) FP > P4, \ up y CROSS SLOPE NOT TO EXCEED \ D Y N \ 2X OR BE LESS THAN 1X ON ANY ; z PORRION OF RAMP OR TRANS1710N \ �+ **23't10'CUR8 RADIUS) \ ; 21,5' (2O' CURB RADIUS) SIDEWALK CONTRACTION JOINT SEE FINISH NOTE TO STREET 'k 16.5'(25" CURB RADIUS) ;•. y I � CROSS SLOPE NOT TO EXCEED2X D y D• OR BE IX ON ANY D PORTION OFLESS RAMPTHAN OR TRANSITION D . 'D • TO STREET - ALONG MINOR COLLECTORS •• O.C. �4;-j4"XL SAND MIN 8" _ INTO EN.L O NTS AND LARGER g g 4"x2"0/16" STRUCTURAL STEEL TUBING TRUCTURAL TUBING MAX 24" CONC. SIDEWALK LUBING t'•xt•'x3/16" STRUCTURAL STEEL 3-1/2„ 8' SIDEWALK AMBULATORY SEE CONNECTION DETAIL RAMP AT STREET INTERSECTIONSW3-00 �P AT STREET INTERSECTION TRENCH GRATE v 4„ 7.5" T ACCEPTABLE *CROSS SLOPE NOT TO EXCEED ° a • ° c • ° *CROSS SLOPE NOT TO EXCEED 22 OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION TRAFFIC RATED •• I 8 0 VAR ES %?" DIA. BOLT TYPICAL PEDESTRIAN- ° . v m'°, ° , TO STREET / TO STREET / PAVER MATERIAL 2'/, MAX. GUARDRAIL 6..,.. 1" MAX, SAND LAYING COURSE SEE NOTE 4 SW1-01 SEE NOTE 3 PROPERTY LINE GENERAL NOTES: TRAFFIC RATED PAVER MATERIAL 28 -DAY CONCRETE •3 BARS 0 12" O.C.E.W. OR STRENGTH 0 3000 psi / DETECTABLE NG 14 BARS 0 18" O.C.E.W. (4" THICK MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SEE FINISH 'NOTE SHALL BE ADEQUATELY BLOCK SASSED OR C AND WATERED UNTIL GROWTH IS ESTABLISHED. z RAMP * El I=> 6' SIDEWALK Z AMP* "�•' AX. IN DEVELOPED AREAS WHERE CRASS PRESENT, S BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL y z RAMP* 5'SIDEWALK 3 1:120P8'I1:12 a AX. ALONG MINOR COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 3• EXPANSION JT. & APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CONCRETE SIDEWALK SWI -02 I -JF In W W i V G Q W LANDING WO•_Iy 1 I c i DETECTABLE WARNING SURFACE -E- 4" MAX. AND USUAL `- 6" MIN. FACE OF 10" MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 6" min Face of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE - WARNING SURFACE ON SLOPING RAMP RUN SW2-01 GENERAL NOTES (PAVERS) 0 FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O c5' LANDING rn _ _o Landing c emu LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS i o�u dam � l DETECTABLE WARNING PAVER UNITS USING A POWER SAW. ** VARIES P 4' N0.3 REBAR AROUND PAVER INSET ** VARIES 1' 4' DETECTABLE WARNING PAVER WITH Detectable warning surface 4T r TRUNCATED DOME SURFACE conREQ 1 ED 1" MORTAR BED - SHALL CONFORM TO (Domes to run parallel to Space IN PLACE OR APPROVED EQUA 3• GREEN SPACEpL� - V pedestrian travel) W0. 4" Max -E- •n D�'1=,,wee ^'W 0 brL and Usual - D D • SIDEWALK D D . 6' NI PPLICAOBLERSPECIFISHALL AAT ONSONfORM D •j TOASA 6" < N0.4 BARS 0 D ti ide flare _ AMP* �. DETECTABLE 12'1 ,.% _ r * • - \ \ ` 1 fir. MAX. i':: (Typical) 6" min Face of 10" mox curb TYPICAL PLACEMENT OF DETECTABLE - WARNING SURFACE ON SLOPING RAMP RUN SW2-01 V GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 0F THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK REO DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5.OETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF t0•' FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. PEDESTRIAN FACILITIES GENERAL NOTES 1. MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL TILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE F APPROACH SIDEWALKS AS DIRECTED. 2. ANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 27 SLOPE IN ANY (RECTION. 3 1ANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF l VX 4' WHOLLY (CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE iHE PARALLEL VEHICULAR TRAVEL PATH. 4: 4AXIMUIW ALLOW( LE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. I. 5: URB RAMPS WI H RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ii OULO NOT NOI MALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE PROACH IS i SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES . 6 OITIONAL I FOMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VA LOE D TEXTURE M Y BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY TANOARO(T AND 16 TAC 68.102. 7. 0 SERVE AS PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM F 5' WIDE'MEP ANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE VER OR THROt GH THEM. S. ROSSWAL OIM NSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ARKINGS (ARE P OT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL ROSSWALKS.OF' AS DIRECTED BY THE ENGINEER. 9. XISTING FE IBES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS THERWISE SHOWN ON THE PLANS. 10 1ANDRAILS'' ARE NOT REOUIREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER N ACCES IBLE ROUTE CROSSES (PENETRATES) A CURB, 11; EPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER �! LEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED Y THE ENIGINEER. 1i2�,.ROVIDE 1, SMt7IOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. LAKE SLbPE SHALL NOT EXCEED 1OX MEASURED ALONG CURB UNE. r 2- 1 2%:F �- 0 e 4-F 0000 r d o ;Landing 0000 2 a`o',o Detectable warning _ game with truncated 4" Max dome surface DETECTABLE WARNING PA VER and Usuol AdAA ide lore J (Typicol) �Foce of curb TRUNCATED DOMEPA7-T'ERAT .CURB RAMP DETECTABLE WARNING PAVER Z O Cn w Of GENERAL NOTES (PAVERS) x 5' FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O c5' LANDING ■ UNIT BASKET WEAVE PATTERN OR AS DIRECTED. c emu LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS i CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT � l DETECTABLE WARNING PAVER UNITS USING A POWER SAW. ** VARIES P 4' N0.3 REBAR AROUND PAVER INSET ** VARIES 1' 4' DETECTABLE WARNING PAVER WITH Noriirial 3Arrx*or VARIES NEENAH GRATE BOLTED 4T r TRUNCATED DOME SURFACE conREQ 1 ED 1" MORTAR BED - SHALL CONFORM TO 'LAR t Space IN PLACE OR APPROVED EQUA 3• GREEN SPACEpL� - V B' SIDEWALK W0. * -E- •n D�'1=,,wee ^'W 0 brL AT -C ON -CENTER - D D • SIDEWALK D D . 6' NI PPLICAOBLERSPECIFISHALL AAT ONSONfORM D •j TOASA 6" < N0.4 BARS 0 D ti 1:10 SLOPE _ AMP* �. DETECTABLE 12'1 ,.% _ r * • - \ \ ` 1 fir. MAX. i':: DETECTABLE WARNING SURFACE (Yp) VARIES \ - SURFACE PROPERTY LINE L MAX' ''• PROPERTY LINE 11-1 TRENCH GRATE MAY ONLY BE �J%Ps' _ P \ J. ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE NO D•. 1S OTHER STORM SEWER SYSTEM * * 23' t10' CURB RADIUS) ?J v ftNl. ° ' ' 21.5' (20' CURB RADIUS) e • 16.5' (25' CURB RADIUS) FP > P4, \ up y CROSS SLOPE NOT TO EXCEED \ D Y N \ 2X OR BE LESS THAN 1X ON ANY ; z PORRION OF RAMP OR TRANS1710N \ �+ **23't10'CUR8 RADIUS) \ ; 21,5' (2O' CURB RADIUS) TO STREET 'k 16.5'(25" CURB RADIUS) ;•. y I � CROSS SLOPE NOT TO EXCEED2X D y D• OR BE IX ON ANY D PORTION OFLESS RAMPTHAN OR TRANSITION D . 'D • TO STREET - 5' 3' 8' Isometric View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTIONSW3-00 �P AT STREET INTERSECTION TRENCH GRATE SW3-02 SW3-01 *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 22 OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1/. ON ANY PORTION OF RAMP OR TRANSITION 2X OR BE LESS THAN 17 ON ANY PORTION OF RAMP OR TRANSITION TO STREET TO STREET / TO STREET / PROPERTY LINE PROPERTY LINE PROPERTY LINE / / DETECTABLE ' / DETECTABLE NG / DETECTABLE -- SURFACE 8' SIDEWALK �� _ _ _. SURFWARACE �� J y _ -- ' SURFACE z RAMP * El I=> 6' SIDEWALK Z AMP* "�•' AX. y z RAMP* 5'SIDEWALK 3 1:120P8'I1:12 a AX. SLOPE MM. g• EXPANSION JT. & 3• EXPANSION JT. & EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH fV!MIN. BACK SMOOTH DOWEL BAR, OF CURB 1/2" DIA. X 16", WITH CAP 0 12" O.C. BACK 6' MIN. (COATED W/HEAVY OF CURB GREASE) CAP 0 12" O.C. BACK (COATED W/HEAVY OF CURBGREASE) CAP 0 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 V GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 0F THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK REO DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5.OETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF t0•' FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. PEDESTRIAN FACILITIES GENERAL NOTES 1. MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL TILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE F APPROACH SIDEWALKS AS DIRECTED. 2. ANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 27 SLOPE IN ANY (RECTION. 3 1ANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF l VX 4' WHOLLY (CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE iHE PARALLEL VEHICULAR TRAVEL PATH. 4: 4AXIMUIW ALLOW( LE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. I. 5: URB RAMPS WI H RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ii OULO NOT NOI MALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE PROACH IS i SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES . 6 OITIONAL I FOMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VA LOE D TEXTURE M Y BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY TANOARO(T AND 16 TAC 68.102. 7. 0 SERVE AS PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM F 5' WIDE'MEP ANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE VER OR THROt GH THEM. S. ROSSWAL OIM NSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ARKINGS (ARE P OT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL ROSSWALKS.OF' AS DIRECTED BY THE ENGINEER. 9. XISTING FE IBES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS THERWISE SHOWN ON THE PLANS. 10 1ANDRAILS'' ARE NOT REOUIREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER N ACCES IBLE ROUTE CROSSES (PENETRATES) A CURB, 11; EPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER �! LEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED Y THE ENIGINEER. 1i2�,.ROVIDE 1, SMt7IOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. LAKE SLbPE SHALL NOT EXCEED 1OX MEASURED ALONG CURB UNE. r 2- 1 2%:F �- 0 e 4-F 0000 r d o ;Landing 0000 2 a`o',o Detectable warning _ game with truncated 4" Max dome surface DETECTABLE WARNING PA VER and Usuol AdAA ide lore J (Typicol) �Foce of curb TRUNCATED DOMEPA7-T'ERAT .CURB RAMP DETECTABLE WARNING PAVER Z O Cn w Of GENERAL NOTES (PAVERS) x 5' FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O c5' LANDING UNIT BASKET WEAVE PATTERN OR AS DIRECTED. c emu LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS i CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT � l DETECTABLE WARNING PAVER UNITS USING A POWER SAW. O N0.3 REBAR AROUND PAVER INSET o...i3 DETECTABLE WARNING PAVER WITH ANSIO 4 J01 4T r TRUNCATED DOME SURFACE conREQ 1 ED 1" MORTAR BED - SHALL CONFORM TO 'LAR t APPLICABLE SPECIFICATIONS V W0. -E- `MIN. 4" 0 brL AT -C ON -CENTER OOTHI;WAYS PPLICAOBLERSPECIFISHALL AAT ONSONfORM TOASA SIDE FL SECTIONA A 1:10 SLOPE (TYPICAL) •- 6 6' Face of YPICAL) 4' RAMP WIDTH (TYPICAL)4cu. (Tb (TYPICAL) TYPICAL AMBULATORY RAMP W/ V GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 0F THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK REO DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.OETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5.OETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF t0•' FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. PEDESTRIAN FACILITIES GENERAL NOTES 1. MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL TILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE F APPROACH SIDEWALKS AS DIRECTED. 2. ANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 27 SLOPE IN ANY (RECTION. 3 1ANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF l VX 4' WHOLLY (CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE iHE PARALLEL VEHICULAR TRAVEL PATH. 4: 4AXIMUIW ALLOW( LE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. I. 5: URB RAMPS WI H RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ii OULO NOT NOI MALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE PROACH IS i SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES . 6 OITIONAL I FOMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VA LOE D TEXTURE M Y BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY TANOARO(T AND 16 TAC 68.102. 7. 0 SERVE AS PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM F 5' WIDE'MEP ANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE VER OR THROt GH THEM. S. ROSSWAL OIM NSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ARKINGS (ARE P OT REOUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL ROSSWALKS.OF' AS DIRECTED BY THE ENGINEER. 9. XISTING FE IBES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS THERWISE SHOWN ON THE PLANS. 10 1ANDRAILS'' ARE NOT REOUIREO ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER N ACCES IBLE ROUTE CROSSES (PENETRATES) A CURB, 11; EPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER �! LEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED Y THE ENIGINEER. 1i2�,.ROVIDE 1, SMt7IOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. LAKE SLbPE SHALL NOT EXCEED 1OX MEASURED ALONG CURB UNE. r 2- 1 2%:F �- 0 e 4-F 0000 r d o ;Landing 0000 2 a`o',o Detectable warning _ game with truncated 4" Max dome surface DETECTABLE WARNING PA VER and Usuol AdAA ide lore J (Typicol) �Foce of curb TRUNCATED DOMEPA7-T'ERAT .CURB RAMP DETECTABLE WARNING PAVER Z O Cn w Of F GENERAL NOTES (PAVERS) 4 FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL O REOUIREMENTS OF ASTM C-936, C•33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS i CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT � l DETECTABLE WARNING PAVER UNITS USING A POWER SAW. O N0.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH ANSIO 4 J01 4T r TRUNCATED DOME SURFACE conREQ 1 ED 1" MORTAR BED - SHALL CONFORM TO 'LAR t APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE `MIN. 4" REB 18" AX,) 18" 3 (MAX.)O AT -C ON -CENTER OOTHI;WAYS PPLICAOBLERSPECIFISHALL AAT ONSONfORM TOASA i SECTIONA A F ^Z 4 h i � � l O I-, CITY OF B YAN The Good Life, Te.w< s Stile." DRAWN BY: C.L.M. 11 DATE: 01-01-091i SCALE N T S APPROVED: W. F K. FIGURE I i SHEET 1 OF 1 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T,'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB 8, GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. '/4"R NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. � � 24 •• 1/4"R -, 6I� -,I IF— 15" 6" I 12' 1" MIN. 18" C/C *4 BARS 9 18" O.C.E.W. 6" MAX. (M10 SLAB) _ .. L ORWI .,.-..-:.-•, �6" T SECTIONA A e I I VARIES p Y. 10%2" 7�"R 1]/...a ,..' 6. V. 1/4"R 5" T t2" T �_) 24' R. 0. W. � 6" 7„ �- 6 1/2"-'I 12' *4 BARS CONTINUOU p• 2 • 3•• 3" r • 2" A T A AND 3 CLEAR TYP. • _ *4 BARS tev II 0 EXPANSION DOWELS �4" 3" _k SMOOTH;,` 24 LAY DOWN DOWELLED IN CURBS TYPICAL COMBINED �y ::..•,,.•Y.,. Q� GUTTER SECTIONi DETAIL CURB & GUTTER SECTION ST1-00 STI -01 STI -02 4 NOTE: NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE 1. TYPE "G" EXPANSION JOINTS IN CURB &GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL 1/2" CHAMFER ::.....:...... ..:..........:.:.......:... RADIUS POINTS, P.T.'s. AND P.C.'s. TYPE "B" CONTRACTION RADIUS POINTS, P.T; s, AND P.C.'s. TYPE "B" CONTRACTION (TYPICAL) JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM ��-TYPE "G" EXPANSION JOINT-�I DISTANCE OF 10' APART DISTANCE OF 10' APART Com' 04 BAR 2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC7 "Isco AND TIED IN PLACE (� 24" 24" ALLEY PAVING 6.. t5' � 3' MIN //2% 24' 6„ �i .•K 6" SLOPE 1/4"R � t/4"R 28 -DAY CONCRETE �- 1-4„ �� 0LSTRENGTH•3500 si. 2„�3•. 3 6'• 6 3/4•• • 3„ 3„ 11 3•• 100 '° �� 4.. • -*4 BARS 4” 3” �- • : *4 BARS 3" ICAL_ 0 :3/4" X 18" SMOOTH 0 = 3/4"XSMOOTH EXPANSION DOWELS EXPANSION DOWELS RIBBON CURB TYPICAL COMBINED TYPICAL WE PH CURB SPILL CURB STI -03 STI -041_ _ STI -05 1/8" R SEAL WITH JOINT MATERIAL I 6" MIN. T METAL KEY WAY PLATE J.DEFORMED TIE BARS * 4 X 18", 18" O.C. TYPE I'D" LONGITUDINAL,TOINT TYPE "G" EXPANSION EXISTING CURB & GUTTER � TO BE REMOVED E KEEP 6" RISE TO TYPE "G- EXPANSION T. ELEV. PROPERTY LINE CURB RETURN RADIUS + 2' I IS A CURB RETURN RADIUS * 2' VALLEY TOC 3' AT F a{+ JOINT. KEEP 6" RISE TO EXIST NG GUTTER I T/C ELEV.-3 2. ' MATCH OF PROPERTY LINE p,: EXISTING PVMT. I � 4" 1. W o j CURB RETURN RADIUS 1'-6" �- �•- a ACCESSIBLE ROUTE (4• MIN.) F THERE! GUTTER, THEM CROWN AT V TO FULL CROW RANSITION w CURB RETURN RADIUS 1'-6" LEY GUTTER O O IN 50'. 1- a ACCESSIBLE ROUTE (4' MIN.) EXISTING GUTTER —� 2- Ar _ -__ __- _---- - C (OPTIONAL) a U NTE S. t+4s, TYPE "G"'EXPI�NSION &GUTTER p ce (OPTIONAL) JOINTS o � SHALL BE EXISTING t-4" NOTE NOTE IN CURB NOTE NOTE 3--_ 3 NOTE PVMT. _L 3"MRNSE .- MOTE 3. SPACED AT AMAX. DISTANCE 3 -` ---------'" - EXISTING BASE DRIVEWAY APRON SHALL BE 4" T OF 40' APART RADIUS POINTS, AND AT ALL P.T; S & P.C.'S. 6" (28 -DAY CONCRETE STRENGTH =3000 psi) W/*4 BARS 9 18" 1/�' TYPE "B" CONTRACTION —� 3" RISE DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR MIN O.C.E.W. ASPHALT APRONS W/O TYPE "D" LONGITUDINAL JOINTS IN CURSHALL &GUTTER LONGITUDINAL EXISTING (28•DAY CONCRETE STRENGTH *4 X 18" O.C. AND GUTTER SHALL CALLLOWEOON JOINT BE ((B�� MAX JOINT BASE -3000 psi) W/*4 BARS 9 18" FOR TIE TO CONCRETE OPEN DITCHEDURB DISTANCE OF IW APART. DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT STREET SECTIONS ONLY.2% ONLY SECTIONA A r MAX SLOPE SECTIONA A CURB AND GUTTER SHALL BE *4 x 18" O.C. FOR TIE ALLOWEOON OPEN DITCHED SECTIONA A TO CONCRETE TO 4 SLOPING AWAY FROM INTERSECTION 5' MIN TRANSITI DOWN CURB BEGIN N TO LAY AT P.T. SLOPING TOWARD INTERSECTION STREET SECTIONS ONLY. CONCRETE PAVEMENT ONLY. sIDE srREE rl wInTH--� SECTIONA A WITHIAYDOWN CURB ! P TYPE "G" EXPANSION JOINT A t IPN� *MAINTAIN PROPERTY LINE 6" THICK CONCRETE 2% MAX (28 DAY STRENGTH= 3500 PSI) A POINT OF CROSS SLOPE NOTE: RAMPS ONLY WHEN _ _ _ _ _ _ _ _ W/*4 BARS AT 18" O.C.E.W. CURVATURE _ THE LONGITUDINAL SLOPE IS DOWEL INTO EXISTING SIDEWALK W/6" LSSS TO 2' BEYOND B.O.C. GREATER THAN t:20 (VARIES) W/*4 BARS 9 18" O.C. BACK OF CURB RAMPS SHALL COMPLY WITH TAS REQUIREMENTS RETURN CUR8 TO HAVE A ROLL FACE DIMINISHING EXPANSION JT. & I 25' RAD. (MIN.) }-F H7 14 AT RADIUS POINT SMOOTH DOWEL BAR, i TYPE "D" SIDEWAL5K * C� 44 �1+l 1/2"0 X 16", WITH CAP 0 t2" O.C. ' I LONGITUDINAL ACCESSIBLE RAMP � 5' R. (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) JOINT (SEE RAMP DETAIL) _ ACCESSIBLE ROUTE* NEAT SAW CUT NEAT NEAT SAW CUT I POINT OF SAW CUT A t' I TANGENCY *MAINTAIN 2% MAX CROSS TYPE "G" EXPANSION JOINT EXISTING CURB &GUTTER TO BE REMOVED. REPLACE STREET SLOPE. 5' MIN. WIDTH. SURFACING AS NEEDED. A EXPANSION JOINT (TYP.) ** SIDEWALKS, Et �25ta� SEAL W/APPROVED EXISTING to MIN. WAY OF 4' BEHIND BACK OF CURB). RESIDENTIAL D� EXPANSION JOINT MATERIAL MAY REMAIN N PLACE OTHERWISE E sloEwALK MUST TYPICAL STRE T I CRETE APRON BE REMOVED. ST2-001 ST2-01 T-1 W W A > pR►VEv WIES TYPE "0" EXPANSION JOINT. ELEV.=T/C ELEV.+3" TYPE "G" EXPANSION JOINT N v 4�ppER FT. MIN' GUTTER TO BE & KEEP 6" RISE TO I PROPERTY LINE 1.5 REMOVED PROPERTY LINE - - - - _ I APPROX. 12" --� DRIVEWAY WIDTH RIE F( EXISTING GUTTER � I 3� VIES DRAINAGE CULVERT I EXISTING PVMT. � I 6•• *MAINTAIN 2% MAX ( i RETURN CURB TO HAVE FACE DIMINISHING (MIN. 18" DIA. RCP PIPE) I P CROSS SLOE A ROLL AT RADIUS POINT. A SECTIONA A PROPERTY _ __ - __-_ - 1 3" RISe' ( I TYPE "D" .AMBULATORY RAMP LINE NOTE - - - �— - = 25' MIN. R. EXISTING BASE MIN. DRIVEWAY APRON SHALL BE REM ECRB TH R LONGITUDINAL SLOPE 1:12 MAX. P JOINT 1. LENGTH OF DRAINAGE PIPE FOR -- -' DEFORMED TIE BAR 6" (28 -DAY CONCRETE - STRENGTH 3000 psi) W/*4 - -- - - -- I � RESIDENTIAL. DRIVES IS 36' MAX & 20' MIN. EDGE PVMT. *4 X 18•' O.C. FOR TYING NEW BARS 9 18" O.C.E.W. ASPHALT SIDEWALK I a DRAINAGE CONCRETE TO EXISTING APRONS W/O CURB & GUTTER _ _ _ _ _ _ _ _ _ _ 7 _ _ _ _ _y_ - - - - - - - NEAT 2. ALL DRIVEWAY PIPES WITHIN CULVERT CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT I SAW CUT ROW MUST HAVE CONCRETE STREET qONLY. ONLY DITCHED STREET SECTIONS SAW CUT I - SLOPED END SECTIONS (6:t SLOPE) OR APPROVED A EQUAL. SECTIONA A 1' TYPE "C" NEAT EXISTING CURB & GUTTER TO YYPEXPANSION ICAL DRIVEWAY ENTRANCE JOLT I ' SAW CUT BE REMOVED -REPLACE STREET COMAERCIAL. SURFACING AS NEEDED DRIVEWAY WITH CULVERT ST2-03 I It i ST2-02 Hill I. f TRANSVERSE REINFORCEMENT: *4 BARS AT 18" C. TO C. T VAC •./... ,AI\,T r C. TO C. TYPE "D" JOINT LONGITUDINAL JOINTS SHALL BE REOUIRED ONLY ON THE LONGITU°INAL REINFORCEMENT: 40' _ I _ 40' 40' L CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED *4 BARS AT 18" C. TO C. 'tom TANGENT SECTIONS TYPICAL TOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 3/4" 0 X 18", 12" O.C. 1/4" R 3/a• (COATED W/HEAVY GREASE) 5-t/2" T ° 3/4" 7/ , 6" MIN. 1.5/8" RECYCLED MATERIAL 1/2"° D - 1.1/2'• THICK AS MANUFACTURED 3•• LONG METAL OR PLASTIC CAP 3/4•' BY J.O. RUSSELL CO. OR INSIDE DIAMETER TO BE 1/16" GREATER g•• APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOEUGH TO COVER 2" .OF DOWEL It FROM "TIDE ENo of a R". ° of METAL KEY WAY PLATE TYPEIIGII EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 40' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.-S. & OPPOSITE P.I.-S. & ON ALL HORIZONTAL & VERTICAL CURVES SAWED OR FORMEO.SEAL WITH JOINT MATERIAL. SEALING NOT REO'0 IN CURBS. 3/8" R 1/8" TO 3/16" �3/4•• ° t 6" MIN. T A_*4 BARS, 18" O.C.E.W. TYPE °BIL CONTRACTIONJOINT TRANSVERSE JOINTS SHALL BE SPACED 15 -CENTER TO CENTER TYPE "G" JOINT AT ALL RADIUS POINTS AND MAX. DISTANCE OF 300'ON TANGENTS BACK OF CURB YPE "B" JOINT TYPE "D" JOINT NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BE AT 60'CENTERS. CURB CONTROL JOINTS SHALL BE AT 10• CENTERS. J LONGITUDINAL JT. 9 90 - CHORD OF RADIUS. (TYP.) �yO,P rn 47 °d -TYPE "D" JOINT `TYPE "B" JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROP. WORK (TYP.) TYPICAL TOINT LAYOUT AT CONCRETE INTERSECTION GENERAL NOTES: FLEX BASE EXISTING 6„ GRAVEL STREET o �p •o .o.°•oo.o.°•o°o:o.o• o O COMPACTED CEMENT t2" STASILIZEO SAND OR 12.. FLEX BASE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE AOEOUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ST3-00 '-SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOIL VARIES OPEN CUT GRAVEL STREET ST4-00 I' * 28 -DAY CONCRETE 4 BARS, 18" O.C.E.W. STRENGTH - 3500 psi * MN. 6" HMAC EXISTING SEAL COAT/ (TYPE C ORD) HMAC DOWEL 5 BARS. 16" LG., COMPACTED CEMENT SAW CUT " INTO EXIST. PVMT.), 9 18" O.C. STABILIZED SAND E TING CONCRETE 6" STREET _\ I r �- SAW CUT COMPACTED CEMENT 12" I, -- STABILIZED SAND* REFER TO HMAC SPECIFICATION FOR LIFT AND COMPACTION 12" REOUIREMENTS SEE BEDDING DETAIL FOR APPROPRIATE PIPE TYPE UNDISTURBED SOILV ARIES OPEN CUT SEAL COAT, OVERLAY STREET NOTES, 1 EASEMENTSTPARALLEL TOTROW UWITHIN' CITY LIMITS. 2. FOLLOW COUNTY SPECSSANOISTANDAROS 16' UTILITY RESIDENTIAL COLLECTOR t6' 14' 12' SECTION SECTION PAVEMENT 24 30 WIDTH W RAW WIDTH 70 100 NOTES, 1 EASEMENTSTPARALLEL TOTROW UWITHIN' CITY LIMITS. 2. FOLLOW COUNTY SPECSSANOISTANDAROS 16' UTILITY t6' 14' 12' EASEMENT tSEE NOTE 1) W V O 2" HOT MIXT W ;' F ASPHALTIC ao CONC. PVMT, MIN. 4" HMAC OR 6" CRU: LIMESTONE TYPICAL RURAL ROAD I NOTES' NOTES: 1. ALL SUBGRAOES SHALL BE STABILIZED. 5. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO S/CS UNIFIED DESIGN GUIDE 2 FOR SUBGRADES WITH PA15 AND % PASSING THE -200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. I ACCEPTED RIGHT OF WAY AND PAVEME SIEVE >_357., USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REOUIRED TO USE 5" HMAC 3. FOR SUBGRAOES WITH PK 15 AND % PASSING THE •200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. WILL BE DETERMINED BY THE ENGINEER. I VARIABLE R -O -W (SEE NOTE 5) � Q Q VARIABLE B/C TO B/C (SEE NOTE 5) SEE 5' CONCRETE 2" HOT MIX ASPHALTIC ct STD. CURB & GUTTER SEE 4' CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT ( SIDEWALK DETAIL 3/. SLOPE —► -,.:. ... Ala ...........::..: LIMIT OF MEASUREMENT-� 2' MIN. 4" HMAC BASE 6" COMPACTED STABILIZED SUBGRADE (98% STANDARD OR 6" CRUSHED LIMESTONE FOR ROADWAY EXCAVATION BASE (95Z MOD. TM -01557) ASTM D•698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION 0 AND •4% OF OPTIMUM. TYPICAL STREET SECTION ASPHALTIC CONCRETE PAVEMENT ST4-04 I I' �— SEE BEDDING DETAIL FOR DISTURBED SOIL-/ APPROPRIATE PIPE TYPE VARIES OPEN CUT CONCRETE STREET FS—T4-02 II 14. 16' UTILITY 12' W EASEMENT (SEE NOTE 1) x Q STD. RIBBON CURB W I ~ x 1/2'7%FT. SLOPE -► ~ 0 6" COMPACTED STABILIZED SUBGRADE t98% STANDARD ASTM 0-698 AT A MOISTURE CONTENT BETWEEN 0 AND •4% OF OPTIMUM BBONI CURB SECTION ST4-03 MANUAL FOR 2. COLLECTOR STREETS WILL BE REOUIRED TO USE 8" WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH -3500 PSI). VARIABLE R- 0•W (SEE NOTE U ARIABLE B/C TO B/C (SEE NOTE 1) Q Q MONOLITHIC CURB SEE 5'CONCRETE 6" REINFOR 0 CONCRETE SEE 4•CONCRETEI SIDEWALK DETAIL (Y8 DAYSTRE TF1=3500 PSI) I TYPE "0" JOINT SIDEWALK DET, 3/. SLOPE --► LIMIT OF BAR 9 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE (98/. STANDARD MEASUREMENT (MIO S ) I ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY 0 AND •4/. OF OPTIMUM) EXCAVATION & STABILIZATION. rr�rll7A T STREET SECTION W TnTFo>zrrn! rONCRETEPAVEMENT ST4-05 cn z 0 V) w Of U I CITY OFRYAN The Good Life, T leas SC�Ie: DRAWN BY: C.L. DATE: 01-01-0 , SCALE: N T Sli APPROVED: W. P! K. FIGO F E i I SHEET 11 OF 1 I 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND cLUUS EXULLUINU O-- 1Ot' IA 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE SHALL BE PLACED BY HAND,AND COMPACTED AROUND THE CAST IRON PIPE STANDARD FIRE HYORAN 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN GATE VALVE STRENGTH = FINISHED GRADE. 2000 psi BY ANY MECHANICAL EQUIPMENT. W/VALVE BOX 1D WTIH -4 BAR AROUND 2. ALL VALVE OPERATING NUT 2• ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH - 2000psi. WATER LINENfl _ _I ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIRED + o OF STEEL SIZED AS NOTED 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF AND PAINY 0 WITH TWO f�2) BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY 'MIN COATS OF METAL PAINT. THE ENGINEER. TEE OR TAPPING SLEEVE COPPERHEAD SNAKEPIT TEST & VALVE AS REQUIRED STATION (LIGHT DUTY) OR 3. EXTENSIONS SHALL BE A MINIMUM 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS pS I APPROVED EQUAL OF ONE (1)FOOT LONG. REACHED 7 DAY STRENGTH. 4. VALVE BOX LIDS LOCATED ON REQUIRED r VIEWA -A VALVES TO ISOLATE FIRE 5• BE PIPE WILL E LAID R AS THE ENTIRE BARBELL WILL HAVE FULL SUPPRESSION LINES FROM PUBLIC BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL r WATER LINES SHALL 8E AMPUo BE CUT FOR EACH BELL AND FIRE HYDRANT. USA, LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS OTHERWISE DIRECTED. ANCHOR 90• BEN 7, HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FIRE HYDRANT GATE VALVE z THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. W/VALVE BOX COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS, STANDARD FIRE HYORAN J STATION (LIGHT DUTY) OR EXTENSION AS NEEDED 2" SQUARE AWWA NUT 3 EXTENSION WITH + APPROVED EQUAL FINISHED GRADE CENTERING COLLAR. A� C TERMINATE 4' TO 5' FROM TOP OF BOX, ►- A "IPA 6" -� - ILINE BURY AS RED' 0 ARE 2" SQUARE AWWA NUT FIRE HYDRANT LOCATION EXTENSION WITH CENTERING COLLAR. REALIGN AS NEEDED TERMINATE 4' TO 5' FROM TOP OF 80X. 6" STD. 6" O.I. OR C909 PIPE GATE VALVE 6" MJ ANCHOR STD. GATE VALVE vniH 55 801 TS COUPLING AWWA C900 W/STAINLESS CON RETE ! PEA GRAVEL -FILL - PRESSURE PIPE STEEL BOLTS 24" X 24" X 6" BLO KING TO 1 FT. ABOVE 28•D Y CONCRETE 14 go. INSULATED 00 psi PVC OR D.I.PIPE °., ',; /® WEEP uS L K �� , ( WITH STRENC4 BAR TH a OAROUND EE HOLE COPPER TRACER R T BLOC ALL VALVE BOX. WIRE W/ALL SPLICES MADE USING TEE OR TAPPING ° APPROVED WATER SLEEVE & VALVE I BLOCK USING 12"x12"x4" TIGHT CONNECTORS AS REQUIRED WITH SET SCREWS BLOCK CONCRETE 8LOCK AS DIRECTED. RETAINER GLANDS U -EI VA - A MIN. DIMENSION APPROX. OR MEGA LUGS EQUAL TO ONE BAG OF W/M.J. SO SPLIT SACKRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL GATE VALVE & BOX W1-00 STANDARD FIRE HYDRANT ASSEMBLY W1-02 COPPERHEAD SNAKEPIT TEST COAT LID WITH 2" SQUARE x 2" HIGH STATION (LIGHT DUTY) OR REFER TO TECHNICAL SECTION 09 03 12 BLUE ENAMEL PAINT OPERATING NUT APPROVED EQUAL FOR TRACER WIRE INSTALLATION COPPERHEAD SNAKEPIT TEST APPRO EDLEQUAOUTY)OR a ' GROUND LEVEL s ........ VALVE OPERATING NUT 24" TAMETAL DETECTOR TAPE EXTENSION MAX, MEL. DETECTOR TAPE ETER THIO NESS STEEL BOX(STO.) PLATE w/ 901CUT-OUT 48" LOW VOLTAGE DIRECT BURIAL MIN. TRACING WIRE ELECTRICAL WIRE CONNECTOR I" DIA STEEL R00 1490 SOLID COPPE SQUARE SOCKET 2" DIA INSIDE 21/4•' DEPTH TWO 3/8" SET SCREWS ON (1/8" MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PIPE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET. TRACER WIRE MUST BE INSTALLED DEAD ENO VALVE DIRECTLY ABOVE THE PIPE AND GATEVALVE EXTENSION 1S0 NiERVAiS EO TO THE PIPE AT TRACER WIRE SHALL EXTEND GATE j E 1-01 UTILITY PIPE LO CATION MATERIALS COFLEO AND SECURED OF PIPE, IPE• W 1-03 FUTURE CONNECTIONS PIPELINE MEGALUG ORNOTES: WARNING SIGN MAIN LINE SETSCREW A 1. FURNISH AS SHOWN ON PLANS RETAINER BLACKANO ON ALL VALVE SIGN POSTS. \ / UNDISTURBED TEXT �� WARNING 2, FROM 20 GA.STSIGNS TO BE O ELBAKED T DON Y n DIRT ENAMEL FINISH. FURNISH ONE t0„ 24" MIN. �.; >. ,o r RGROUND PPELINE WARNING AND ONE VALVE SIGN w :E :'e=?:CONTACT THE CITY AND ONE POST FOR EACH VALVE ENO OF LINE BEFORE EXCAVATING INSTALLED AND AT OTHER O CAP/PLUGLOCATIONS AS SHOWN ON PLANS. WATERLINE YELLOW FURNISH SAME NUMBER OF v M. J. TEE I BACKGROUND 14" REPLACEMENT SIGNS AS FOR EACH OR CROSS INSTALLED (OMITTING VALVE T V AL V NUMBER ON VALVE SIGN BLANK) }4 9 6 BEDDING SAND (NOT A SEPARATE PAY ITEM) 3'X 3'X 6" 7' N 0. n ' 2" BLACK PRESSURE CONCRETE SLAB A 'v SENSITIVE NUMBERS D . f TO BE ADDED AFTER 24" WHITE t0"E BASIC SIGN HAS BEEN MJ PLUG MIN. PLAN VIEW BACKGROUND. PAINTED. D. . . D D e UNDISTURBED DIRT COMPACTED SELECT PIPELINE WARNING SIGN FILL VALVE IDENTIFICATION SIGN MEGALUG 4 -0'• 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST CAST IRON VALVE BOX COVER 2ONCRETE SLAB 2 'x 4'x 6" CONCRETE SLABPIPE X 4•X 6.. N0 GREATER REATE R 4'- 0" AN 5 THAN 4 %ACK FI L * AMERICAN FLOW CONTROL TRENCH9�G ` CONCRETE ADAPTER OR AN APPROVED EQUAL 6„ ING GLAND, T ND AND AE C SECTION A A y°Gya NOTE: DIMENSION FOR CONCRETE VARIES WITH �!'wtt\ unttt\ tttutt\ WATERLINE SIZE THRUST BLOCK *NOTE: RESTRAINED JOINT 6" M. J. ELL PLACED ON " COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL BE 95% AND REDUCER AS REQUIRED END OF LINE BLOCKING STANDARD DENSITY PER ASTM 0698 IN-LINE BLOW OFF ASSEMBLY W3-00 W3-01 NOTE: I. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN"-- CALv, ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH W/S.S. HOSE CLAMP GALV. NIPPLE 1 r REMOVE AND DISCARD SIDES OF COPPER PIPE. AFTER USE MJ PLUG 2.PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM I VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN BREAKER VALVE 2" METER BOX WITH 1 I EXIST. GRAPE 4'•0"CAST IRON VALVE BOX COVER -:J� DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. VALMATIC MODEL 101 (1") CAST IRON LID I SCH, 40 GALV. PIPE 3. PIPE SIZE SHALL BE 1" OR 2", OR MODEL 102 (2") OR I� 2' X 4 X 6" CONCRETE SLAB 4.SIZE OF LINES AND VALVES MAY BE MODIFIED BY APPROVED EQUAL 11 AFTER BLOW -OFF "�� THE ENGINEER I ( INSTALL MALE QUICK AMERICAN FLOW CONTROL HOT -BOX POLY ROX 1 TRENCH ADAPTER MODEL PHRI 0") WITH EXIST. GRADE CONNECTION & CAP HEAT OR MODEL PHR2 EQUAL QUAL AN APPROVED WITH HEAT OR APPROVED 4" APPROVED E EQUAL nrcr- BRASS BALL VALVE PIPE MATERIAL MJ TAPPED CAP 4" X 3' X 3' CONCRETE PAD (FOR P• PIPE) 4" X 5'X 3' CONCRET PAD (FOR 2" PIPE) BRASS THREAD PIPE WATER IRON PIPE THREAD MAIN COMPRESSION FITTING BRASS ELL -,,,MJ TAPPED CAP AND BALL GATE VALVE CONCRETE BLOCKING TOWATER 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING BE IN ACCORDANCE WITH MAIN UNDISTURBED SOI. BE INDACCORDANC0 WITH DETAIL W3-00 TAPPING SADDLE W/ BRASS NIPPLE 4" END OF LINE CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 JW374 NOTE; USE POLYETHYLENE WRAP OR TEE SCHEDULE NOTES: EQUAL BETWEEN CONCRETE & PLUG ID THRUST C A VOLUME BRASS CURB STOP z TO PREVENT CONCRETE FROM tit t _) t1 t n t L a 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 4, MATERIAL USED SHALL BE AS SPECIF11 OR AN WITH PLUG (REF) STICKING TO PLUG. 4 6 8 5: 1. 0.3 BETWEEN THE SERVICE SADDLE AND THE CURB STOP APPROVED EQUAL. 1012 11. 1,5 3.5 0.6 FOR SINGLE SERVICE OR BETWEEN THE SERVICEg, ALL CONNECTIONS TO BE COMPRESSIO TYRE. o SADDLE AND THE WYE FOR DOUBLE SERVICE. . ALL SERVICE WYES & EXTENSIONS ARE TO, -BE 2• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INSTALLED WITH THE MAIN LINE CONST UCi N. - - - - 4' MIN.- - - - I- - TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 7, METERS AND VALVE BOXES SHALL 8E PLACED BY THE CITY UPON PAYMENT OF FEE Icn 1 i 4' MI 4. < A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) (1 FOR DOUBLE SERV )E CORP STOP T i PE K COPPER TUBING (SINGLE SERVICE) TYPE Ki COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (S' E NOTE 1) NEW WATER ERViIICE (SHORTAND LNC SIP W 2 - O 1 II 0o ==j-TH 3. MARK EACH SERVICE END WITH METAL "T' POST B• LOT CORNERS SHALL BE MARKED WITI PAINTED BLUE. THE SUPERVISION F A RPLS UPON GO A LATH UNDER PLETION OF { VIE, A 3 t tt z O 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE WITHIN OPTIMUM TO •4% WET OF OPTIMUM T- a tn o� CONSTRUCTION. ! ' Q J •.. DOUBLESERVICE IS 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi, 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. �' 0.4 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE m w ONC. CURBII, GUTTER; BLOCKING HAS REACHED 1500psi. 2.0 2.0 w 0.9 1.5 o POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS 0.5 STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO 2 IN W4.03) OR EXCAVATED SOIL COMPACTED 6,8" Of 1.5 t/ ! \ \ t! \ 0.910. m 7\t 10,12' 2.0 CARRIER PIPE 1,5 1.21 POUR AGAINST UNDISTURBED ��' r.•'v� 11.250 6'8„ 1.0 0uTER PIA, AGAINST UNDISTURBED EARTH TIGI-PHT PNEOP ENE E �A EART SECTIONX-X PLAN VIEW �y `y� N, SEAL S A CLAMPS TEE THRUST BLOCK _ 2' MIN. -3' MAX. BALL VALVE - PAp2' MIN. .. r AQ SELECT MATERIAL HORIZONTAL THRUST BLOCK SCHEDULE ** SEE TECHNICAL SECTION 33 12 13 �- (& SELECT MATERIAL � :' ©CEMENT STABILIZED SI THRUST BLOCK NOTES 6"-12 © (MANUALLY F./f CONSOLIDATE BO GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC WITH PLUG AT OPTIMUM MATERIAL AND WHICH, WHEN TESTED BY STANDARD fOR MATERIAL REQUIREMENTS ..c.. MOISTURE) t2 FOR DOUBLE SERV.) MOISTURE) 1 i 4' MI 4. < A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) (1 FOR DOUBLE SERV )E CORP STOP T i PE K COPPER TUBING (SINGLE SERVICE) TYPE Ki COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (S' E NOTE 1) NEW WATER ERViIICE (SHORTAND LNC SIP W 2 - O 1 II 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 NEAREST BELL JOINT (TYP. 200psiFOR 24" AND SMALLER INNER DIAMETER PIPE. t tt G fill 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE WITHIN OPTIMUM TO •4% WET OF OPTIMUM EA END) PLACED AGAINST UNDISTURBED EARTH OR ROCK. ' Q J •.. (OPTION N0. t IN W4.02) 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi, 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE 0.4 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE 1.0 45• BLOCKING HAS REACHED 1500psi. 2.0 2.0 THRUST BLOCK DETAILS 0.9 1.5 - POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS 0.5 STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5'BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (OPTION NO 2 IN W4.03) OR EXCAVATED SOIL COMPACTED 6,8" TRENCH i'' WIDTH WATER ` PIPE :' •; • ••• :. ;i'i: : ;� • .':;... " ' "' , •` • ; . '' 1 i 4' MI 4. < A 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) (1 FOR DOUBLE SERV )E CORP STOP T i PE K COPPER TUBING (SINGLE SERVICE) TYPE Ki COPPER TUBING (DOUBLE SERVICE) 1-1/2" CUT-OFF BEFORE WYE WATER LINE (S' E NOTE 1) NEW WATER ERViIICE (SHORTAND LNC SIP W 2 - O 1 II BEND .'y �• f:. a.. X TO 98% MAXIMUM DRY DENSITY AS PER ASTM D698 NEAREST BELL JOINT (TYP. r M t tt G fill :.,.•::. r `.,:; . ,: T °D '•: WITHIN OPTIMUM TO •4% WET OF OPTIMUM EA END) 5.0 ' Q J •.. (OPTION N0. t IN W4.02) 0.9 2.7 0.4 4, 1.0 45• 6,8- 2.0 2.0 1'; ::; • PIPE 0.9 1.5 0.2 '•• :�. JOINT 0.5 6,8" 1.5 1.5 1.5 0.910. 0.1 22.5• 10,12' 2.0 CARRIER PIPE 1,5 1.21 POUR CONCRETE 0 Q p, ��' r.•'v� 11.250 6'8„ 1.0 0uTER PIA, AGAINST UNDISTURBED - �� ''�JG 1 PAVEMENT AREASto TIGI-PHT PNEOP ENE E 0.1 EART SECTIONX-X PLAN VIEW �y `y� N, SEAL S A CLAMPS OR " OR _ �! Q�•) i B/C 4- 44Z .. r AQ SELECT MATERIAL HORIZONTAL THRUST BLOCK SCHEDULE OPTIMUM TO 4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. BEND SIZEA tlu p t tt C it., t tt G fill VOLUME te..> 90e 6,8- 5.0 1.5 1.5 0.9 2.7 0.4 10,12' 6.5 2.5 1.5 1.2 4.0 1.0 45• 6,8- 2.0 2.0 1,5 0.9 1.5 0.2 10.12"-1-5 2.5 1,5 1.2 2.2 0.5 6,8" 1.5 1.5 1.5 0.910. 0.1 22.5• 10,12' 2.0 2.5 1,5 1.21 1.1 0.3 11.250 6'8„ 1.0 1.5 1,5 0.9 0.4 0.1 10,12'11.5 1.5 1.5 1,2 F 0.6 0.1 . j i •SIDEWALK.' NOTE, CASING 144 ACERS 4 -RUNNER MIN. ' HRU 2 5' \ OR 6• NNI (24"-4 WG) t 2" DIA: C G> S STL •4 STL. TYPE304: 11 WIPE W/ POLYMERiR NNERS4 OR NON-CENTE Do CLE RESTRAINED QR M FLO' WSULATEO: -AP INC., M STRUCTURAL BACKFILL AREA OR "CASCO'.. TYPICAL HORIZONTAL THRUST BLOCK W2-00 W2-02 6'8" TYP MAX MIX -61" TYP 6'8" TYP.MAX as A" -iElEll a- TYP r 1Mr. CLR• O STEEL CASING CASING SPACER ADJUSTABLE TOP RUNNERS 38 TO MAINTAIN V MAX CLR. MAX BANG CLAMP STEEL CASING AT SPRINGLIKE 8„ WIDE BAND STAINLESS STEEL (TYPE 304) ' PROVIDE 4 NEOPRENE INSULATION SLEEVE EO RUNNERS AT 4Se BETWEEN PIPE AND BAND • BOTTOM MIN POLYMER RUNNER (TYP) � r I" C CASING DETAIL W2-03 O G F E CITYG ATE VALVE TION W/VALVE BOX ;ATIONS. V IT THE PARTALLEL E TE€_OR TAPPING �' OPEN CUT 0 EN CU 5•.p WIDTH SOF P V LIMIT LIMIT WIDTH OF PAVEMENT r 3'-0" BELOW ITCH FL ,W LI E GATE VALVE 3 -0 MIN. NOTE: NOTE: 1• STANDARD SPECIFICATION FOR WATEANDE CONSTRUCTION TY GATE ANDESEWERNLINCROSSING BOX t STANDARD SPECRFICATIiON FOR WATER ANDSEWERI NE CO' 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALT. BE AS SPECIFIED IN THE TECIINICAL 3. ORY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHAL BE INSTALLED' CRIER PIPE OVE T PULL A 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CAN 4-00 WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. QA SELECT MATERIAL Rg TAPPING MAIN.TEEEEOg MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF � ASEREOUIREDvE E ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL (l) 2-0" MIN. ENCASEMENT 2'•0" MIN. IN FUTURE STREET PLACE METAL DETECTOR AREA MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN IN FUTURE STREET AREA TAPE AT A MINII M OF TAPE AT A MINIMUM OF 24" SF ABOVE TOP OF P T WATER LINE ABOVE TOP OF PIPE AREAS (ie ... YARDS. PASTURES, EASEMENTS) AND TO A 6'8" TYP MAX MIX -61" TYP 6'8" TYP.MAX as A" -iElEll a- TYP r 1Mr. CLR• O STEEL CASING CASING SPACER ADJUSTABLE TOP RUNNERS 38 TO MAINTAIN V MAX CLR. MAX BANG CLAMP STEEL CASING AT SPRINGLIKE 8„ WIDE BAND STAINLESS STEEL (TYPE 304) ' PROVIDE 4 NEOPRENE INSULATION SLEEVE EO RUNNERS AT 4Se BETWEEN PIPE AND BAND • BOTTOM MIN POLYMER RUNNER (TYP) � r I" C CASING DETAIL W2-03 O G F E CITYG ATE VALVE TION W/VALVE BOX ;ATIONS. V IT THE PARTALLEL E TE€_OR TAPPING �' OPEN CUT 0 EN CU 5•.p WIDTH SOF P V LIMIT LIMIT WIDTH OF PAVEMENT r 3'-0" BELOW ITCH FL ,W LI E GATE VALVE 3 -0 MIN. SIDEWALK MAY BE OPEN CUT GATE VALVE -- -� 0 RECTED B STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE -= TYPICAL URBAN CITY STREET CROSSING TYPICAL RI A 4-00 �- QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRADE PLACE METAL (l) TECTO IN FUTURE STREET PLACE METAL DETECTOR AREA MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN IN FUTURE STREET AREA TAPE AT A MINII M OF TAPE AT A MINIMUM OF 24" OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ABOVE TOP OF PIPE ABOVE TOP OF PIPE AREAS (ie ... YARDS. PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN AQ SELECT MATERIAL OPTIMUM TO 4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. �- (& SELECT MATERIAL � :' ©CEMENT STABILIZED SI 4D 6"-12 © (MANUALLY F./f CONSOLIDATE BO GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6"-12 ©(MANUALLY ! CONSOLIDATE AT OPTIMUM C�'..- AT OPTIMUM MATERIAL AND WHICH, WHEN TESTED BY STANDARD ..c.. MOISTURE) LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MOISTURE) 4„ MAXIMUM LIQUID LIMIT 45 4„ j PIPE UNDISTURBED SOIL MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 J PIPE I UNDISTURBED SOIL Imo- 0.0. MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL IE - O.D. 6" MIN./12" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 6" MIN./12•' MAX. OPTIONNO. I © CEMENT STABILIZED SAND OPTIONNO.2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITH IN NON-STRUCTURAL OR NEW PAVED AREAS i i MIN. TEEL CASING CARRIER PIPE-/ Si REET CROSSING I' W4-01 NOTES: 1, FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2, EL INEACCORDANCETWTHTAONSI/AWWA STAPVC NDAR SL FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4, COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5, PRESENCE OF THE (CITY ENGINEERTESTEO IN THE 6. OUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR, 7, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. S. SEE "OPEN CUT DETAILS" ST4-OO,ST4-01III ST4-02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIAL DEPENDING ON EMBEDMENT, BLOCK SHALL BE 6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA. ►T. GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL,EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. CITY OF B YAN The Good Life, 7 e w, Sf.v1c." 4-02 DRAWN 6Y: C.L.M. 1 DATE: 01-01-09 SCALE: N T S APPROVED: W. P. K. FIGURIE: SHEET 1 @F 1 M 0 Of iii \ \ W y/ \ `, T 011 \ \ \ \ \ }_7 \ Ir � 7 A,)2121-4 . \ co ?' r \332.1Q0 C - v v 25' BUILDING LIE \ IV �\ r 20' PUE r \� ` �` h/ �� VOL 7675 PG 282 -F 332.3 \ s \�\ w r r / OPRBC y \ \ <^ 332,5 EX JUNCTION - \ \ BOX i,f UT s x. ,� TxDOT ROW �� ^ , ------- _ ------------------ 3_)312-'-----`-- \ _� „\ W t �BQUNDARY- ---- j`=- -� - 7 �` CRP �� _--------------------- 48"�✓ �� 9� �7� TOP OF WALL ELEV = 332.00' 333 . �, BOTTOM FINISH GRADE ELEV = 328.00' 41i\ IX STM MH S 4W 334.15,' BEGIN NEW WALL \\ I- ` I G _ _ STEP BLOCK 20' PHASEUNE ,� '�h 5 `� - - WALL TO MATCH \` II ' 1 I PROPOSED GRADE _ ,41. 'IX -B OCK WALL__TO-BE REMOVED- ANR ` `/` \ \ i I BEGIN DEMO OF - _ \,� \ �. \ ( I I I I IX RETAINING WALL \ - RECONSTRUCTED PER GEOTE6HNICAL _ ` ` _ , \ , , �, \ \ `D I ENGINEER'S SPECIFICATIONS ` ` � \33. I I I , \L 3 33, 47 -MATCH IXISTNG-ELEVAl0NS- - �32� \ \\\ \ BLOCK STORAGE AREA I - - - - - - _ ' y _ _ I I I w EX 4 PILOT CHAN \ \ \ NEL - _ _ ` - _ ` \ \ C \ \ \ ` o I .- EX OUTLET STRUCTURE SLOPE ®05% \ \ ) FL: 320.04 31 I - N \ \ + 333.1 %S. X L44 321- ___. �.., _ �� -' \ \ \ \ !/ 1✓ / \\` a _32*_ ---`•+^,,. -_ -_- =-'-- _ - _�"--•../ 322 ~ � - � \ \ \ � � \ \ \ �� / � \ / v � �%\� \ �� \ `, \ � \\ ` , V END NEW WA LL EARTHE\N �Sv,P.I>LLW�\/ FL: 322.50 STEPBLOCK REMOVAL OF �AY 3 IX RETAINING WALL WALL TO MATCH --- - PROPOSED GRADE _ -------___-------- \ ----------------------- --------- - --------- - - - - - - W ---=----------------35 --------- 335 ----- I----------- ------ NT -------- - - - - 335.1+�-- / UPS U-UP-UP-UP--UP-UP-UP- IP ---UP UP-UP-UP-UP-UP-UP�--�1P-UP UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP--UP-UP-UP-UP---UP-UP-UP-UP--UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP-UP--UP-UP-UP-UP-UP-.-UP-UP-UP�IP �.. -UP- bUS p77(L. f UT - UT - U I UT - UT - USI' ---- T - UT UT - UT - U- `FY UT - UT - UT - UT UT UT - UT UT - UT - UT -- UT - UT UT U'i UT UT- UT- UT- UT UT- UT UT UT- UT - UT UT - UT - UT - UT UT - UT UT - U-- UT UT - UT \ 15' BUILDING LINE20' PUE I Ur\ VOL 7675 PG 282 PROPERTY 3 3 5.6 2 GUY A lV GHORS OPRBC -i 3 LINE C p\ 355.7 POWER POS E w112 GUY A1VC HORS REMOVE BLOCKS FROM ENURE DEM ING WALL AND STORE N' OWNERNDESIGNATED LOCATION + + 335.6 CAUTION UNDERGROUND TELEPHONE AND ELECTRICAL EROSION CONTROL NOTES PROJECT SPECIFIC NOTES: 1. EROSION CONTROL MEASURES AS SHOWN SHALL BE CONSIDERED 7FiE VERY MINIMAL REQUIRED. IT SHALL BE THE 1. BASED ON GEOGRAPHICAL PLOTTING, NO PORTION OF THIS TRACT LIES WITHIN A "100 YEAR FLOOD HAZARD AREA" AS DESIGNATED ON THE NATIONAL FLOOD INSURANCE PROGRAM - FLOOD INSURANCE RATE MAP ISSUED BY THE FEDERAL RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVISION BERMS, EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY PANEL NUMBER 480287 0265L FOR HARRIS COUNTY, TEXAS DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC.) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DATED JUNE 18, 2007. DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 2. ALL ELEVATIONS ARE TOP -OF -CURB (TC) OR TOP -OF -WALK, UNLESS 0TH€RWISE NOTED. TP =TOP -OF -PAVEMENT, FL 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A = FLOW LINE, TG = TOP OF GRATE, NG = NATURAL GROUND, TW =TOP OF WALL VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY 3. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS PLAN. AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BE REASONABLY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. MULCHING OR RE -SODDING, IF NECESSARY. 4. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN LATER USE IN PROVIDING FINAL COVER. DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. 5. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX. SLOPE IN ALL DIRECTIONS. ACCESSIBLE ROUTES SHALL SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. RAMPS 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP), SEDIMENT FENCE, HAY SHALL HAVE LEVEL (2% MAX) LANDINGS AT THE TOP AND THE BOTTOM OF THE RAMP A MINIMUM OF 60" IN LENGTH BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. AND AS WIDE AS THE WIDTH OF THE RAMP. 6• THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE FOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS PREPARATION AND FILING OF ANY REQUIRED FORMS, A NOTICE OF INTENT SHALL BE FILED WITH TCEQ PRIOR TO REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE BEGINNING CONSTRUCTION. ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR .ALL CONSTRUCTION TRAFFIC. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A 8. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT EROSION ON THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO TCEQ. A LAMINATED COPY OF THE CONSTRUCTION PROJECT SITE OR MIGRATION OF SILT FROM THE SITE UNTIL PERMANENT STABILIZATION IS ACHIEVED. INSTALL DEVICES SITE NOTICE N01 AND SWPPP, VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE SITE. TO MINIMIZE RUNOFF WATER FROM CIRCUMVENTING THE CONTROLS. 7.PHASE TWOEROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR 9. ALTERNATE METHODS OF EROSION CONTROL MAY BE ALLOWED WITH PRIOR APPROVAL. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING 10. PROVIDE FINAL STABILIZATION OF THE SITE BY BLOCK SODDING OF_ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, ` BY CONSTRUCTION. THE CONTRACTOR" SHALL BE RESPONSIBLE FOR ALL. EROSION AND REPLANTING UNTIL WELL ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM DRAINAGE ESTABLISHED. AREAS ARE FULLY STABILIZED. 11. THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED ON THESE NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED PLAN. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 12. CONTRACTOR SHALL INSPECT EROSION CONTROL DEVICES AFTER EACH RAIN. WHEN SILT REACHES A DEPTH OF 6", 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE REMOVE AND DISPOSE OF IN SUCH A MANNER AS TO NOT CREATE A SILTATION PROBLEM. STABILIZED. DESIGNED AREA SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION 13. WHEN SITE IS COMPLETELY STABILIZED, EROSION CONTROL STRUCTURES SHALL BE REMOVED AND DISPOSED OF IN AN SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED APPROPRIATE MANNER. TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 14. WHERE CURB CUTS ARE INDICATED, TAPER CURB 1:10 ON BOTH SIDES OF CURB CUT. DAYS. 15. ALL HDPE PIPE AND FITTINGS SHALL HAVE CEMENT -STABILIZED SAND FOR THE INITIAL BACKFILL. INITIAL BACKFILL 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL SHALL BE THE MANUFACTURER'S RECOMMENDED TRENCH WIDTH TO A HEIGHT OF 6" ABOVE TOP OF PIPE. AREA SHOWS GROWTH, 16. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS. 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 12. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO INSURE THAT SURFACE DRAINAGE IS NOT IMPEDED BY SURVEY PROVIDED BY JONES & CARTER, INC. CONSTRUCTION WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF CONSTRUCTION ACTIVITIES DURING THE CONTRACT PERIOD. THIS SHALL INCLUDE ANY EROSION CONTROL MEASURES AND REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH BY THESE PLANS. 14. SIGNING, BARRICADING AND LIGHTING FOR CONSTRUCTION WITHIN ROAD RIGHT-OFWAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND OTHER APPLICABLE STATE OR LOCAL STANDARDS. SIGNS, BARRICADES AND LIGHTS SHALL BE KEPT CLEAN, OPERATIONAL AND PROPERLY POSITIONED TO ASSURE PROPER SAFETY PRECAUTIONS. 15. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY; ALL IN COMPLIANCE WITH THE "NATIONAL POLLUTANTS DISCHARGE ELIMINATION SYSTEM" (NPDES) REQUIREMENTS. + 335.5 -E- 3 3 5.115 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. UT UP +334.4NG a UT A0 04/26/2010: ORIGINAL DESIGN 01 06/09/2011: REDESIGN OF POND WALL AND GRADING REVISIONS V 00- TITAN VALLEY PARK, LIMITED PARTNERSHIP II Hf Q CIRY COW,`- l�Y,;.v� to JUN i�1 A NEW MEXICO LIMITED LIABILITY COMPANY, AS GENERAL PARTNER I AC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. UT UP +334.4NG a UT A0 04/26/2010: ORIGINAL DESIGN 01 06/09/2011: REDESIGN OF POND WALL AND GRADING REVISIONS PROPO� D CINTOURS- DE TENTiON POND: , r JONES&CARTER,I NC. EXISTING CONTOURS �� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: UNDER OU D TELEPHONE DATE: AS NOTED DWN. BY: JOB NO. C0009-011 DWG. NO. -- SUBMITTED: -- SURV. BY: UNDERGROUND POWER THIS SEAL WAS r C3..." OF 7E, � it AUTHORIZED BY STEVE E. DUNCAN, r 1 P.E. 83252 PROPOSED GRADE ,yf : � ON 06/09/2011 .................... / STEVE E. DUNCAN / �..................... ... / o •• 83252 j �t �o •,•</ N •• r% SHEET N0REV EWE. fo. AmbAa c,i - JN Z 2011 Ip e 0 LED: n� IPA i PROPERTY OWNER/DEVELOPER 00- TITAN VALLEY PARK, LIMITED PARTNERSHIP A NEW MEXICO LIMITED PARTNERSHIP BY: TITAN DEVELOPMENT OF TEXAS LLC. A NEW MEXICO LIMITED LIABILITY COMPANY, AS GENERAL PARTNER C/O SOUTHCORP REALTY ADVISORS, INC 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 (713) 960-1880 VALLEY PARK CENTER LOT 1R: 4.655 ACRES LOT2R: 2.240 ACRES LOT 3R: 4.740 ACRES -TOTAL DEVELOPMENT: 11.635 ACRES PROPO� D CINTOURS- DE TENTiON POND: , r JONES&CARTER,I NC. EXISTING CONTOURS �� ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS NOTED DGN. BY: UNDER OU D TELEPHONE DATE: AS NOTED DWN. BY: JOB NO. C0009-011 DWG. NO. -- SUBMITTED: -- SURV. BY: UNDERGROUND POWER THIS SEAL WAS r C3..." OF 7E, � it AUTHORIZED BY STEVE E. DUNCAN, r 1 P.E. 83252 PROPOSED GRADE ,yf : � ON 06/09/2011 .................... / STEVE E. DUNCAN / �..................... ... / o •• 83252 j �t �o •,•</ N •• r% SHEET N0REV EWE. fo. AmbAa c,i - JN Z 2011 Ip e 0 LED: n� IPA i UT_ UT_ UT --------- UT_ UT -L UT ,I / ii P, < a. I= L :..' 1 1 0) U k I 0 6-Pittisporum 10-Hawthornes I Lt 1. PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. L tANbSCAPING PLAN MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE STI 1ION UNIFIED DEVELOPMENT �UT_ UT--_ UT ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT LANDSCAPING AS -BUILT PLAN TO CITY OF COLLEGE STATION FOR U T U T --- UTU7 APPROVAL PRIOR TO ISSUING C.O. 00 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS + cmcm ;,AS IS REQUIRED IN 00 U T + cmcm U T PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS :OF WAY, AND ADJACENT + -1k CMCM0 0 T u PROPERTY DISTURBED DURING CONSTRUCTION. 0 cmcm T9_-qlean�der��______ 7-Rose'IT--_ + 00 N 3. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. 11 -Oleander cmcm UT__� UT____ UT 35',34 0 20 40 6 -Rose u T 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A FEDUCED PRESSURE PRINCIPLE + 00 cmcm + 00 u T u 4Q2 T BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AND TES' ED AS PER CITY ORDINANCE cmcm + 00 cmcm 2394. + op CM M 7-Hawthornes + 00 5. CANOPY TREES ARE NOT TO BE PLANTED DIRECTLY ABOVE THE EXISTING PUBLIC WATER MAIN. cmcm + 6 CANOPY TREES ARE MEASURED 12" FROM GRADE ON A SINGLE CANE. leander glypittisp um Pit isporumVu�y --,5- wthornes 2 -Roses 10 FT'� �ei:Hawthorne 5-Hawthornes lj A cl �FN 3 -Oleander 0 PROPOSED TREE WELL, TYP. 0 LOCATED WITHIN LANDSCAPE ISLAND 1 -Hawthorns i Bb Bt wt Bt 0 UDO ARTICLE 7 APPLIED NOTES: ---------------- - 5 -Fire Bush�_�_ CM (7. S.C. 4) PROJECT MUST EXPEND A MINIMUM OF 50% OF ITS LANDSCAPING L 1 POINTS ON CANOPY TREES J PROPOSED TREE WELL, TYP. 0 _j STREETSCAPE ANALYSIS (7.5.D): - REQUIRED: tz LO 270' FRONTAGE @ 1 CANOPY TREE 25' ............: 11 PROPOSED*: NON -CANOPY TREES ................................ 22 LANDSCAPE ANALYSIS (7.5.C): PHASELINE I - pa RKING LOT LIGHTING ISLAND REQUIRED: 5-Pittisporum AREA WITHIN PHASELINE = 2.426 ACRES = 105,662 SF 105,662 SF @ 30 PTS / 1,000 SF ................ 11f,17011 11 DOUBLE POINTS FOR OVER 50,000 SF'(7.9.I.3).... _�,1701 270' FRONTAGE @ 300 PTS/50' (7.5.D.3) ......... 1,620 (�p TOTAL ................................. 960 3 -Hawthorns PROPOSED* (INCLUDES STREETSCAPE): Bt �-o eander i NON -CANOPY TREE, 2.0" DIA @ 40 POINTS, 57 ..... 280 SHRUB, 5 GAL, @ 10 POINTS, 226 ............... 260 1 GALLON PLANTS @ 1 POINT EA., 0 .............j 0: TOTAL......................................... 590 TEMPORARY CURB TO TERMINATE PARKING LU 1_01� 7-Hawtho nes 0 IR 5 -Oleander B+0 6 FT SIDEWALK 7-Hawthornes ' i CIP Fr. I -q wthornes Lt 7 -Crepe Myrtles 57 -Oleanders , CL .2 EX. POWER POLE a PROPERTY OWNER/DEVELOPER TITAN VALLEY PARK, LIMITED PARTNERSHIP LANDSCAPING LEGEND: A- NEW MEXICO LIMITED PARTNERSHIP BY: TITAN DEVELOPMENT OF TEXAS LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, AS GENERAL PARTNER CANOPY TREE, 2.1 - 3.4" DIA: C/O SOUTHCO RP REALTY ADVISORS, INC - WATER OAK (QUERCUS NIGRA) 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 - WILLOW OAK (QUERCUS PHELLOW) - CHINESE PISTACHE (PISTACIA CHINEqSIS)VALLEY CV DADV rC'KITCD DUAIC'E" 0 T.nlrl 1 4.655 nr1DVQ _) LOT2: 1.379 ACRES NON -CANOPY TREE, 2.0" DIA OR LARGER: LOT 3: 2.739 ACRES I� 11 LOT 4: 2.862 ACRES - CREPE MYRTLE (LAGERSTROEMIA IND�I""A TOTAL DEVELOPMENT: 11.635 ACRES Cm - BRADFORD PEAR (PYRUS SPECIES) LANDSCAPING PLAN JO NES &CARTER, INC. ENGINEERS-PLANNERS*SURVEYORS Texas Board of Professional Engineers Registration No. F-439 7 - 0 1r�tan d e r HAWTHORNS, PITTISPORUM, FIREBUSH GAL!) 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 SCALE: AS SHOWN DGN, BY: DATE: DWN. BY: ROSE (5 GAL) JOB NO, C0009-011 DWG, NO. e' SUBMITTED: SURV. BY: OLEANDER (5 GAL) !P'D :Or" RECORD LANDSCAPE ROCK CE DRAWING AS -BUILT SET DISCLAIMER THIS DRAWING WAS ORIGINALLY SEALED BY STEVE E. DUNCAN #83252 ON 04/26/2010. SHEET NO. iON MODIFICATIONS OF THIS DRAWING FROM THE ORIGINAL DESIGN REFLECT AS -BUILT CES INFORMATION PROVIDED BY THE CONTRACTOR C1.7 KAT FI E01 11 0 (a AND/OR THE CLIENT'S REPRESENTATIVE. OF 10 ning ie m �1 - NDTES� 1. PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS OF THE SITE. FINAL iANDSCAPING PLAN MUST uT�uT___ uT`- MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT UT— UT T_ i I UT----_UT_-_--UT----ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT LANDSCAPING AS -BUILT PLAN TO CI Y OF COL LEGE STATION FOR ___ UT- ur T-.-._.-_ APPROVAL PRIOR TO ISSUING C.O. --- - _ UT ---- UT UTA_ 2. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PEREN IALRA S IS REQUIRED IN ,„ — ' ur-�uT_ PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, R Gi�'SIOF WAY, AND ADJACENT ,nil I I�"" „ ® UT U ® UT PROPERTY :DISTURBED DURING CONSTRUCTION. If �uT 3. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. u P If Ui i 9 ��,,,, 25,''20 . ® uT `''-_ UT----_ UT 4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A DUCED PRESSURE PRINCIPLE o 20 40 R I 20 eu��p�Nc uNe -- ®�..� ----_u BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AND TES ED AS PER CITY ORDINANCE 11 T r I ® -., ■ ur- -UT `s 2394. i _ 1 5. CANOPY TREES ARE NOT TO BE PLANTED DIRECTLY ABOVE THE EXISTING PUBLIC WATER MAIN: ® + + j 14 i yup 6. CANOPY TREES ARE MEASURED 12" FROM GRADE ON A SINGLE CANE. UP- -_ 10 'dew I 9 ■ 3 I( ca 1 ... ' 8 I I 9 1 10 =- -- ---- -- 7� ` O GU1TE _ PROPOSED TREE 'WELL, TYP. ■ p LOCATED WITHIN LANDSCAPE ISLAND 5 9 + +-------- + : UDO ARTICLE 7 APPLIED NOTES „ I u 3 I� 0 (7.5.C.4)PROJECT MUST EXPEND A MINIMUM OF 50% OF ITS:LANDSCAPING I�c ' , 2 ( POINTS ON CANOPY TREES y _' _. _ _ _ ■o � yO ; III 1 � I 4 i 13 Ncl STREETSCAPE ANALYSIS (7.5.D): PROPOSED TREE WELL, TYP. i( I N REQUIRED: 9 °- s yO 270 FRONTAGE @ 1 CANOPY TREE / 25 I a PROPOSED*: NON -CANOPY TREES .............................. 22 I1 ' LANDSCAPE ANALYSIS (7.5.C) : �� I � PHAS�LJNE ® I + PARKING LOT y , 13 LIGHTING ISLAND O REQUIRED: 13_ _ AREA WITHIN PHASELINE 2.426 ACRES - 105,662 S' 105,662 SF ;@ 30 PTS / 1,000 SF ............... 3,17 � 7d. _ i ® ■ - I' DOUBLE POINTS FOR OVER 50,000 SF 7.9.1.3 .'. 17� I� if IT 801 low- 270 FRONTAGE @ 300 PTS 50(7.5.D.3)1,620 +1 -------------------- TOTAL ...................... ..... . TOTAL .. ..... 7,960 �� I '� ; ■r PROPOSED* (INCLUDES STREETSCAPE): I _ _ � � CANOPY TREE 2.11--3.511 DIA @ 150 POINTS 27...''I4 050,,,,, 3 I I lo. NON CANOPY TREE, 2.0 DIA @ 40 POINTS, 57..... 2,28 A I� + SHRUB, GAL. POINTS. ............... '1,34 N I �- ® ' 5 y 1 GALLON PLANTS @ 1 POINT EA., 347 ........4 TOTAL ......................................• 8,017 ,• N ' I �') 9 TEMPORARY CURB TO I I � , .. ®, m � y TERMINATE PARKING -LOT , F> W s 13 irk ? O I a I ioil PROPERTY OWNER/DEVELOPER TITAN VALLEY PARK, LIMITED PARTNERSHIP W I i + - 20 PUE (DEDICATED VIA PENDING PLAT) A NEW MEXICO LIMITED PARTNERSHIP a.I ' 9 �f I LANDSCAPING LEGEND: I' ■ z BY. TITAN DEVELOPMENT OF TEXAS LLC. A NEW MEXICO LIMITED LIABILITY COMPANY, W' AS GENERAL PARTNER _ N I ' - ' v W I CANOPY TREE, 2.1 - 3.4" DIA: C/O SOUTHCORP REALTY ADVISORS, INC a� c I _ 3401 ALLEN PARKWAY, SUITE 200 W I I x WATER OAK (QUERCUS NIGRA) I' - 111 N HOUSTON, TEXAS 77019 -WILLOW OAK (QUERCUS PHELLOW) Z I CHINESE PISTACHE _(PISTACIA CHIN:NSIS)i 13 - T VALLEY PARK CENTER PHASE 2 LOT 1: 4.655 ACRES LOT2 : 1.379 ACRES 2N4" IRRIGATION NON -CANOPY TREE, 2.0" DIA OR LARGI R: LOT 3: 2.739 ACRES ■ - LOT 4: 2.862 ACRES SLEEVES, TYP. y 0 - CREPE MYRTLE (LAGERSTROEMIA IND CA) T'OT/�AL DEVELOP/►MENT: 11.6335 ACRES BRADFORD PEAR (PYRUS SPECIES) LANDSCAPI'N'G PLAN .. 8 % � I I FI22 3 I i - WAX MYRTLE (MORELILA CERIFERA) �' I �y� �1JONES&CARTER,�NC. d i ' 6 Ff SIDEWALK + 0 r s y SHRUB, 5 GALLON (50% EVERGREEN) �� ENGTNEERS•PLANNERS•SURVEYORS T -439 L bW ST --- - ----- - LY, "MAR LL" ( LLEX S P .) Texas Board of Professional Engineers Registration No. F nd. In' m / 7m --- - ... F- 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 HOLLY, Y NE LL" � VARIAGATED PITTOSPORUM (PITTOSP. R TOBIRA I I T +-- -. SCALEt AS SHOWN DGN. BYi > I ° I' '�_ ! ■ '�' - NANDINA "COMPACTA" (NANDINA DOM STICA) DATE DWN Y, s/ sr s ST—ST ST ST ST - INDIAN HAWTHORNE "SNOW" (RAPHIO EPIS INDICA)o -- J❑B NO. C0009-011 DWG. NO, -- CD — , _ I I / ( ® SHRUB & PLANTS NOT FOR SCREENING, 1 GAII,,LO EACH: SUBMITTED -- SURV. BYE d TT s..-., e�e�.�.��e-- --;�— I — --� .�. ■ - HOLLY, "MARY NELL" (LLEX SP.) I v �� I 34 - VARIAGATED PITTOSPORUM (PITTOSP RUM TOB RA) .�� (E OF iE %%I CL �� I + - ..: ( SCP,....... qS, 1� f - - ' +' P --f— P P P P P _ .P F QUANTITY ❑F 1 TA" (NANDINA IC') �; * ; •'• * /� -- - NANDINA "COMPACTA" NA DOM ST •' s R WITHIN � -_ INDIAN HAWTHORNE SNOW (RAPHIO EPTSI INDICA) i ........................... �* DESIGNATES � 0 GALLON PLANTS . 01 STEVE E. DUNCAN 0 Q O� - MINIMUM OF 200 PLANTS USED TO ACH COVER Z"": """"""""' "i 0 .481 AC 83252 2O PUE REQUIREMENT ,`�t��o = .• �,`��% 115'BUILDING LINE CITY OF COLLEGE STATION EX. POWER POLE150Omit IF C. ZONED AO - AGRICULTURE OPEN A I `I y ..01FNIkir IFt APR 0 2010 it DEVELOPMENT •E VICE I e PLAT F ,.� ` : �� I PROPERTY OWNER/DEVELOPER J 0 N' ES & C A RTE R, t Nc. TITAN VALLEY PARK, LIMITED PARTNERSHIP VALLEY PARK CENTER PHASE Z i� ENGINEERS• PLANNERS* SURVEYORS A NEW MEXICO LIMITED PARTNERSHIP LOT 1: 4.655 ACRES Texas Board o Professional En neers Re tration No. F-439 �E OF TE %k LOT2 : 1.379 ACRES 1716 Briarcrest Drive, Ste. 160, Bryan, Texas7802 (979) 731-8000 5�P'' • x;9S ,fit LOT 3: 2.739 ACRES BY TITAN DEVELOPMENT OF TEXAS LLC. LOT 4: 2.862 ACRES "t� •'*,� A NEW MEXICO LIMITED LIABILITY COMPANY, TOTAL DEVELOPMENT: 11.635 ACRES SCALD AS SHOWN DGN. BYE % * * � 001• .......................... • • •. STEVE E. DUNCAN •% AS GENERAL PARTNER LANDSCAPE PLAN DATE -- DWN. BYi i ........................... SHEET NO. �I ,o •. 83252 C/❑ SOUTHC❑RP REALTY ADVISORS, INC JOB NO. C0009 -01i DWG. �o. -- �t o •.,<�c •• • 3401 ALLEN PARKWAY, SUITE 200 __ t �� OF 77019 SUBMITTED SURV. BYE f' ,F ./� � •_ ,�` 10 HOUSTON, TEXAS \ 0 20 40 REQUIRED: WITHIN 50' OF THE PROPERTY LINE ALONG *PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON THE NEEDS 01 THE SI E. FINAL LANDSCAPING PLAN MUST MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF THE CITY OF COLLEGE I STATION UNIFIED DEVELOPMENT ORDINANCE. CONTRACTOR IS REQUIRED TO SUBMIT AS BUILT DRAWINGS 0 THE CITY OF COLLEGE STATION FOR APPROVAL i 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE RO K, ORI PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LO, SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRIGATION PLAN TO BE SUBMITTED SEPARATELY. UDO ARTICLE 7 APPLIED NOTES: II - (7.5.C.4)PROJECT MUST EXPEND A POINTS ON CANOPY TREES s STREETSCAPE ANALYSIS (7.5.D): REQUIRED: WITHIN 50' OF THE PROPERTY LINE ALONG THE'STREET, ONE CANOPY TREE FOR EVERY 25 LINEAR 1EET OF FRONTAGE. 180LF FRONTAGE ............. ..... 8 PROPOSED: - a CANOPY TREE, 2.1" - 3.5" DIA... i ..... ..... 8 LANDSCAPE ANALYSIS (7.5.C): Y REQUIRED: L PHASE LINE WITHIN LOT 4 = 0..913 ACRES =139,772 SF 39,772 SF @ 30 PTS / 1,000 SF..i .......�.... 1,194 180' FRONTAGE @ 300 PTS/50' (7.5 D.3)......... 1,080 DOUBLE POINTS FOR OVER 50,000SF! 7.9.1.3,..... 1,194 TOTAL POINTS REQUIRED:....... ... ..... 3,468 PROPOSED* (INCLUDES STREETSCAPE):' POINTS,II12... 1,800 CANOPY TREE, 2.1"-3.4" DIA @ 150 _ NON—CANOPY TREE., 2.0" DIA @ 40 Pi INTS� 2 .... 960 SHRUB, 5 GALLON V-10 POINTS, 74., ....... I..... 740 TOTAL......... ................ I ... ..... 3,500 s ��\ ♦\\ a EO a LANDS : CAPING U, M + cl cu 0 0 \ N if LJ N m N Y lixa. a w w Z I A III t o A N W —� a s a Y L 6 0- C% 6 QTY 3 D: \_ CANOPY TREE, 2.1(1,1 3.4 I DSA. \ S PHASE LINE MATCHES PROPER'(Y LINE x - WATER OAK (QUEr' S NIGRA) ♦ `'�, - WILLOW OAK QUERCUS PHEW LOW) ♦ QTY: 3., �\ CHINESE PISTAC (PI -STA ;IA CHINENSIS) (TY: 5 �� NON -CANOPY TREE, " DIA: CREPE MYRTLE (LAGERSTRO MIA INDICA) ♦ 0 \ Q BRADFORD PEAR ( YRUSSP (CIES) ♦ - WAX MYRTLE (MOI LLA CERI iFERA) 35.40 EX SHRUB, 5 GALLON (j 0% EVERGREEN) - HOLLY, "MARY NE L" (LLEX SP.) - VARIAGATED PITT' SPORUM (PITTOSPORUM TOBIRA) - NANDINA "COMPAC A" (NANDINA DOMESTICA) INDIAN HAWTHORN "SNQ! "i I ;(RAPHIOLEPIS INDICA) PHASE LINE MATCHES PROPERTY LINE - iso\1 ,S, 335. � EN REVIEWEED APR 3 02010 ,L( CULLCUt o )tit ION DEVELOPMENT SERVICES PLAT FILED: 1 I /enc., /Ai