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HomeMy WebLinkAbout1.2-6557 Ph 2GENERAL NOTES 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 4 PRIOR T THE START OF ANY PHASE OF CONSTRUCTION THE 0 0CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) FOR TESTING AND INSPECTION. TANTE SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED 5 S C 0 CHANGES TO OR USES THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY STANTEC. 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. WHERE_ PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE, AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE, OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 10. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLIES TO THESE PLANS: SW -1 SEWER LATERAL MARKER ST -22 TRENCH BACKFILL & COMPACTION ST -6 PAVEMENT PATCHES D-14 CATCH BASIN TYPE "A" SW -4 TYPE "A" MANHOLE D-16 GUTTER DEPRESSIONS SW -5 FRAMES & COVERS FOR D-17 JUNCTION BOX MANHOLES & CLEANOUTS D-11 DRAINAGE BASIN SW -6 6" CLEANOUT D-12 CHAIN LINK FENCE SW -7 HOUSE CONNECTION D-13 CHAIN LINK FENCE GATES D-09 PIPE SADDLE SEWER NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND SUPERVISION NECESSARY TO, COMPLETE INSTALLATION. 2. VITRIFIED CLAY PIPE (TYP) A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING TO CURRENT ASTM DESIGNATION C-425. 2. THE PIPE AND FITTINGS FOR 6", 8", 10" AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING TO THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL RINGS ARE NOT REQUIRED). 3. ACRYONITRILE - BUTADIENE - STYRENE PIPE (ABS) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS, OR OTHER INJURIES DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE AS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I, II, III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. E B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATON. WHERE PVC PIPE CONNECTS TO to VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. N C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. N ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL o CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23° ABOVE THE HORIZONTAL PLANE RUNNING o THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS cn SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING 0 SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF� CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE to CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -7. 0 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF i BAKERSFIELD DRAWING ST -22. 0 8. ALL LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM OF 4 FEET BEYOND THE RIGHT OF WAY LINE. N er 0 i 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON THE CITY OF BAKERSFIELD DRAWING, SW -1. U N 0 i Jj 10 I" AW 9F AL AFIL �I l �€ .... = M € F:.: :...... -Ot INDEX MAP SEWER NOTES CONTINUED 10. IDENTIFICATION TAPE DESIGN FOR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE RIGHT-OF-WAY LINE. 11. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 13. ALL LATERAL SHALL BE A MINIMUM OF 2.5' DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON PLANS. 14. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360° IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. LIST OF ESTIMATED MATERIALS SEWER ITEM QUANTITIES 10" PVC SEWER MAIN 65 LF. 8" PVC SEWER MAIN 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL 5,920 LF. 4" PVC SEWER LATERAL 6,200 LF. STANDARD SEWER MH UNDER 8' DEEP 13 EA. STANDARD SEWER MH OVER 8' DEEP 1 EA. SANITARY SEWER CLEANOUT 2 EA. STORM DRAIN Z ITEM QUANTITIES 36" CLASS III RCP W/RG STORM DRAIN 0 LF. 30" CLASS III RCP W/RG STORM DRAIN 209 LF. 24" CLASS III RCP W/RG STORM DRAIN 246 LF. 18" CLASS III RCP W/RG STORM DRAIN 2,095 LF. 6.0' WIDE CATCH BASIN 8080 N. PALM, #110 5500 MING AVENUE SUITE 300 0 EA. 5.0' WIDE CATCH BASIN W 1 EA. 4.5' WIDE CATCH BASIN 0 2 EA. 4.0' WIDE CATCH BASIN 6 EA. 3.5' WIDE CATCH BASIN _ 5 EA. STORM DRAIN MANHOLE O 14 EA. OUTLET STRUCTURE BENCH MARK USED 0 EA. ka60F `0 __ 0'N 4 ■ •■ PANAMA F I 10, SEE BERKSHIRE SITE ��� McCUTCHEN .D VICINITY MAP NTS SHEET INDEX 1. COVER SHEET 2. PLAN & PROFILE CRYSTAL CASCADE LANE 3. PLAN & PROFILE CLARION CHANNEL LANE 4. PLAN & PROFILE RIVULET RUN COURT 5. PLAN & PROFILE BLACK PEARL COURT PLAN & PROFILE TORRENT WAY PLAN & PROFILE LUSTROUS LANE &RUSHING BROOK ROAD PLAN & PROFILE TWINKLE LANE PLAN & PROFILE BURNISHED BRONZE DR ;�VR PLAN & PROFILE COBBLE CREEK WAY KSki .Rom PLAN. &PROFILE CATCH BASIN CROSS SE I *4R V 19Y.* JOSEPH SMA w9 &400M R C. G 1Vo. 6 z8 DAM STORM DRAIN NOTES 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. CS ° v c d� O- 0 _ ° n:E; 5 N7 °oomy E ,o -855 0 a C� t- V_ V 2 v y °a o 13c� yv,v#a c o (D o 2'_��_ R3 O M x 3 a>vv vc W Lo m�~ R. ��No v °-0 v � r 5 N > Vf --5.2-, c U � Z�O�� v a, v c 0 CO3 70 :f. *5Vl : d O C C �. N e_ 0N v .. t . .c cn N r 0 'at REVIEWED BY: BRITTIAN, R.C.E. NO. 25525 �X ASSISTANT PUBLIC WORKS DIRECTOR NICOLAS FIDLER, RCE 61069 EXP.12/31 /16 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE EXP. 12/31/15 Project Number: 204250300 File Name: M PDB TM 15.07.10 Dwn. Chkd. Ds4n. YY.MM.DD DATE Revision Sheet 1 M 0 N U 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL z D-14. Q Z OWNERISUBDIVIDER ENGINEER w O z LENNAR HOMES OF CALIFORNIA, INC. STANTEC CONSULTING INC. J N 8080 N. PALM, #110 5500 MING AVENUE SUITE 300 W FRESNO, CA 93711 BAKERSFIELD, CA 93309 0 U- E _ O CL BENCH MARK USED w O n M ui U CHISLED SQUARE ON TOP OF EAST CURB AT MID BLOCK OF PHASE 1 OF BURNISHED O W 0 BRONZE DRIV. E = z U)Q O w ELEV. = 355.58 USGS DATUM Of Z REF: TRACT NO. 6557 - PHASE 1 STREET PLANS +, <W W E v� -o Z > ENGINEERS STATEMENT W OWJ Q v c F_ m a� I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF Z3 BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER Permit -Seal REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND WSIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. REVIEWED BY: BRITTIAN, R.C.E. NO. 25525 �X ASSISTANT PUBLIC WORKS DIRECTOR NICOLAS FIDLER, RCE 61069 EXP.12/31 /16 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE EXP. 12/31/15 Project Number: 204250300 File Name: M PDB TM 15.07.10 Dwn. Chkd. Ds4n. YY.MM.DD DATE Revision Sheet 1 M 0 N N LO to SEE SHEET 7 w co -r LO RUSHING + �Opl 0 w SDMH 30 V) CLARION CHANNEL LANE 19+66.96 0, BROOK ROAD 10+05.00 BURNISHED BRONZE DRIVE 18+40.00 va- I 30' 30 1 3 z 0 10, 1201 20'110 5 33 32 31 30 29 28 27 26 25 160 159 158 157 -0) 35 156 46 + �0 CIO 51 f. 34 + 0'. 0: 0 CK) 00 Aj 01 0 In 14- 0 0 0 co 0 r-- 0 0 to N 0) + -5 04 0) T-1 04 r*_ T-? W 0 (0 155 O 01 + + + + + + + + + + + + + 00 _0. 00 4. 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QD Lo 14) 0 00 co r- cyl� T-1 LO LO in 0 of + LO LO + + + + + + + + + + + + + �O r4) 0 1* L0 (n 0 04 LO (0 (.0 00 V- 0) H + V- + + Ir- C14 37 bo) LO L0 V) 0 -01N z z bcD 153 FL 08+93.11 z 5' 1 103 104 105 106 107 108 109 110 ill 112 113 114 115 116 (0 ...................................................................................... 5 LO CLARION CHANNEL LANE 16+46.06 SEE SHEET 6 r -"qt W. -SEE SHEET 9 RUSHING BROOK ROAD 10+00.00 TORRENT WAY BURNISHED BRONZE W in V7 to V) DRIVE LEGEND "SS PROPOSED SEWER LINE TRACT BOUNDARY PROPOSED SEWER MANHOLE TMH TOP OF MANHOLE ELEV. PROPOSED SEWER CLEANOUT TCO TOP OF CLEANOUT ELEV. PROPOSED CATCH BASIN NOR. FL NORMAL FLOWLINE ELEV. —18"w� PROPOSED STORM DRAIN R/W RIGHT-OF-WAY (1) PROPOSED STORM DRAIN MANHOLE CENTERLINE 0 40' 60' 80' • 1:400 0 0 0 0 W HYDRAULIC GRADE LINE FLOW LINE I N N 0 E 0 - PROPOSED RIGHT-OF-WAY INV. INVERT ELEVATION N O TE S ...................0................... EXISTING SEWER WITH MANHOLE SSMH SANITARY SEWER MANHOLE ----OD— E RAIN SSCO SANITARY SEWER CLEAN OUT 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS 10 PROPOSED SURVEY MONUMENT SDMH STORM DRAIN MANHOLE FLOWLINE STATIONING. 0.02% PROPOSED SLOPE CB STORM DRAIN CATCH BASIN 2. GUTTER FLOWLINE SHALL BE DEPRESSED 2 INCHES (0.17 FEET) BELOW NORMAL (0.C2% ) EXISTING SLOPE SL HOUSE SERVICE LATERAL FLOWLINE ALONG OPENING OF CATCH BASIN UNLESS NOTED OTHERWISE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ------------- --- ----- --------- --------------------- ----- - ----------- -- ----------- ------ ------ ---- ........... .. ........... �* ..... ..... ............ ........... ............. ........... ........... ............ ................ ............... ......... ............ ........... ............ ........... ........... ......... ............ ............... ......... ... ....... ............ ......... ........... ........... ........... ............ ........... ............. I ......................... ........... ........... ........... .......... ......................... ....... ... ...... ................. ........ ................. ... ...... ........... ....................... ...... ............. 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INVERT ELEVATION ••••..•.•••.••••...0•.•..•••••••••••••• EXISTING SEWER WITH MANHOLE SSMH SANITARY SEWER MANHOLE w EXISTING STORM DRAIN SSCO SANITARY SEWER CLEAN OUT it a-- 0017 A A All V alil- A MAPRNED BY' JOSEPH SHAWN BLANTON R.C.E.No. 6 17) DATE 1-1 065 A).F- K) to (7) L) 3: OC) C14 W 2 Lo D)jF- a V) V) APPROVED BY.• DANIEL PADILLA DATE V) z 0 58+34.43 BERKSHIRE ROAD R/W 14+69.69 q Rtl5H[NG--13R00K-_-R_0_rA"5\ V) SAW 'CUT -AND EXISTING EP z uj -8+ no ..... ........ ....... -0 6 . . . . . . . . . . . . 2 .... ....... > ...... 1899 SD 1891 SD 0, -7v -u-) R/W -EXISTING PAVEMENT < Now Now 410M (0 Of fficry C5 C) ST. LIGHT 0) u') + + + + N Ov 627R5 0) 00 0") 0 (0 U-) C14 5 C14 N (0 0 00 ui ui L6 ui z T_ to + + 4- 00 w z N 19 LINE TABLE LINE LENGTH BEARING Ll 26.25 N89*48'08"W L2 16.25 N 89 *48'087 W 172 W F AI 170 M �10't 'IU) to 20 20' 1 I ul 173 00 of LO WO 04 - 0 Of 1i 130' - - 301 0) W to x 014. M PF) Ld (D 66' M colq* w ............ ............ ........... ......... .......... 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LLJz ��U < C W w J �u)F- m' I� U .�.., ......aaa,..,,..,......,.. 41 40,0'9 \\, 4 ,t1\.........t. .tZ: `• 2 �CV\tib s . s ,aaaa aaaaa..aat.aaaaa 4aaa,aaaaaaa. t'..,aaaa: ,,,. \. ........ .. ..... < .......... vi4: �- Ec,-sg, LOT i 0.A o4 c1_43 a 4 OZ JA o 'j, /� 4^ /4 v o .� �.: ` r' o o��: 1.02% pyre k.• inn X t t ,•C RETENTION BASIK PLAN PROPOSED RUNOFF VOLUME (REQ'D.) = 4.26 ACRE -FT PROVIDED BASIN VOLUME (ACTUAL) = 4.47 ACRE -FT `� 1 a� cn W I� U :aaaaaaa.aaaaaaaaaaaa_a.... ,,.�,�; Z w u) Z z O 41 40,0'9 \\, 4 ,t1\.........t. .tZ: `• 2 �CV\tib s . s ,aaaa aaaaa..aat.aaaaa 4aaa,aaaaaaa. t'..,aaaa: ,,,. \. ........ .. ..... < .......... vi4: �- Ec,-sg, LOT i 0.A o4 c1_43 a 4 OZ JA o 'j, /� 4^ /4 v o .� �.: ` r' o o��: 1.02% pyre k.• inn X t t ,•C RETENTION BASIK PLAN PROPOSED RUNOFF VOLUME (REQ'D.) = 4.26 ACRE -FT PROVIDED BASIN VOLUME (ACTUAL) = 4.47 ACRE -FT `� 1 a� cn W I� Permit -Seal Project Number: 204250300 File Name: M PDB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Revision Sheet 11 of 11 U Z w u) Z z O 0 VZ LL J UJI 9 N vno u)) W U) LL o 07 m ' �o _ � W 0 F- Q 2 O z U) Z /"�� (0 U _ w Q O Z �, �� Q Z = W F- ,W U) LLJz ��U < C W w J �u)F- m' I� U Permit -Seal Project Number: 204250300 File Name: M PDB TM 15.07.10 Dwn. Chkd. Dsan. YY.MM.DD Revision Sheet 11 of 11