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HomeMy WebLinkAboutVesting Tent. Map Tract 7713 GRADING NOTES/EROSION CONTROL NOTES 1. THE FACILITIES SHCMN ON THIS PLAN ARE DESIGNED TO CONTROL SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL '5 AFTER ROUGH GRADING HAS BEEN COMPLETED. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER , ST OF ANY YEAR GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROII EROSION, ~ :'~-:f.. ut + / - ~u(u,u~=~uuuuu~ , TYPICAL 41 5' R/W STREET SECTION (PARKING ON ONE SIDE) GATESTONF. l.ANF. u.s. 2. MAINTENANCE IS TO BE pERFDRMED AS FOLLCWIS: A. REPAIR OAWIGES CAUSED BY SOIL EROSION DR CONSTRUCTION AT THE END OF EACH WORKING DAY. B. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINEO AS REQUIRED. C. WATTLES, BERMS AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS IIAOE AS NEEDED. 0, SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAPS RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO WITHIN ONE FOOT OF DUTLET ELEVATION. E. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN SUITABLE AREA AND IN SUCH A IlANNER THAT IT WILL NOT EROOE. 't~~ ~t# 3. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT L.AOEN RUNOFF TO ANY STORM DRAIN SYSTEM. ~. 't.' 4. CONSTRUCTION ENTRANCE TO BE PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. TYPICAL 46' R /W STREET SECTION "D" LANE "CO STREET & DOROTHY DRIVE "T.s. 5. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL TO BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED, 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION CONTROL PLAN SHALL BE IIAOE ONLY WITH THE APPROVAL OF DR AT THE DIRECTION OF THE CITY ENGINEER. LUIIISE"'1Il'1IllC!S7713 I WOWS IWOI IDll Ill' 1IllC!S 7712 ds1 PUf: S/fI 2L 2ll W'1IISE_1Il'1IllC!S 7713' 7714 -.us MOt fOG 1ft' 1M:IS 7712 I: 7713 . I u.ya:.,. 1Il'1IllC!S 7714 . WOWS IWOI IIIJIl Ill' 1IllC!S 7713 ~Ir rR/W,. S/fI ~ .Jl "'- SID. CUll, GUl1Dl. .- I 11!" lr 7. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT AIlISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE IIAOE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF CITY. ~. '):.\ AJ:._ 2ll -- B. pAO AND STREET TOP OF CURB GRADES ARE SHOWN ON GIWlING PLANS, 9. THIS PLAN ANTICIPATES THAT THE EARTIfflORK WILL BALANCE WITHIN ENTIRE DUBLIN RANCH WEST PROJECT SITE. TYPICAL 68' R/W STREET SECTION ULY ROSE WAY & NORTH WAUUS RANCH ROAD u.s. , D. THE GRADING SHALL BE IN CONFDRIlANCE WITH THE CITY OF DUBLIN' S GRADING ORDINANCE UNLESS OTHERWISE APPROVED. , 1. PROPOSED GRADES SHOO ON THE PRELIMINARY GRADING PLAN AIlE SUBJECT TO FINAL ENGINEERING DESIGN AND CITY REVIEW AND APPROVAL. ALL GRADING IS TO BE UNOERTAKEN PER THE RECOIoIlENDATlONS OF A SOILS REPORT AND UNOER THE OBSERVATION OF THE SOILS ENGINEER. Fit ,. R/W"", 10'.... 31'1 aJll; 4' pft- . '2, ALL LOTS WILL DRAIN TO AOJACENT STREET OR ALLEYS. r~- 21'1 - '3. EXISTING CONTOUR INTERVAL IS AS SH<JI/N. ~ ----r~r ~~ " POll '4. SLOPES WITHIN LOT AREAS ARE TO BE GRADED AT A GRADIENT NOT TO EXCEED 2:1 (HORIZONTAL TO VERTICAL), 510. CUll, GUl1Dl. .- t lDlC lI'ROIl (IlPJ 15. GRADING WITHIN CONSERVATION EASEMENT WILL BE DETERMINED WITH FINAL DESIGN. SECTION A- A "T.s. '6. STORM WATER DUALITY BIOSWAlES AND MULTI.USE TRAil ARE TO BE INSTALLED ALONG BANKS OF TASSAJARA CREEK (BY OTHERS), 17. RETAINING WALL AND/OR SLOPES WILL BE INSTALLED TO MAKE UP GRADE DIFFERENCES BElWEEN ADJACENT PADS AND STREETS, WAll AND SLOPE WILL BE SHOWN ON FINAL ENGINEERING DESIGN PLANS, 'B. EXISTING WELLS (IF ANY) WILL 9E ABANDONED PER THE DIRECTION OF ALAMEDA CDUNTY ZONE 7. STANDARO 4' CURB'" TRANS. CUTTtR WOOlrltD CURB DRMWAY 4' STANDARD TRANS. CURB '" CUTTER ,.L~ .~.'O.' "'.DE hlO.CllnED CUR.. B. "-J.1" rF/C _..... ~J' 8~'~ ~ "'DE CURB "-~ PLAN ~L1P R/W I\' 1IlOCT 71115 I 't~ .,:l;; If'( 1MCT "15 1Il'1lOICl' 7713 R/W 2ll -- \ '-- SID. CUll, GUT1IIl, .- TYPICAL 72' R/W STREET SECTION WALLIS RANCH ROAD u.s. TYPICAL 20' R /W ALLEY SECTION (NO PARKING) ..T.s. 2lI' IUEY lIlY pft- 4' aJll; .... R/W Fit "'" IV. 21'1 - 3''1 WID GUmII 2' POll ----r~U' ~ " POll -- ~1 SLOPE ~ S1D. CUll, GUl1Dl. .- INDEX OF SHEETS ,~...... ~:# 1 . NOTES & DET AI LS 2. I NDEX SHEET 3. SITE & UTILITY PLAN 4. GRADING PLAN ----5D--- -w- -w- R'If IiJ . .. +- ~ [!] L I, ~i=:J-LU4' ~ ~T t I -"-or:'. ~"e.o' '----"'" - PCC VALLEY GUTTER 2:<_ ~ \.... 1.0' 1'-6"' ~~~,. MODIFIED CURB & GU'ITER NlS MODIFIED CURB TO STANDARD CURB TRANS. DETAIL ~,,-....- ,..... --",........---""-~..,- CORNER BUMPOUT DETAIL NlS liD 8!l . 1'523.5 mrM BOUNDAIlY LINE RIGHT Of WAY PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING WATER LINE PROPOSED WATER LINE (DOIIESTlC) PROPOSED WATER LINE (RECLAIIII'D) PROPOSED SEWER LINE PROPOSED pAIlCEl LINE PROPOSED STORM DRAIN, IlANHOLE l C\JRB INLET PROPOSED SANIlAAY Ilo\NHOLE PROPOSED PAD GRADE PROPOSED ElECTRDLlER PROPOSED FIRE HYDRANT 2:' SLOPE UNLESS OTHERWISE NOTED PAIlCEl NUNBER ABBREVIATION Cll CENTERLINE ESIlT EASE/lENT EV.IE EIIERGENCY VEHICLE ACCESS EASEIIENT I' PAD GRADE P.IE PRIVATE ACCESS EASEMENT I' /l PROPERTY LINE pLME PRIVATE LANDSCAPE MAINTENANCE EASEMENT (FOR MAINTAINING STREET TREES) pSE PUBLIC SERVICE EASEMENT RW PROPOSED WATER LINE (RECLAIMED) R/W RIGHT OF WAY SO PROPOSED STORM DRAIN SS PROPOSED SANITAIlY SEWER S/W SIDEWALK W PROPOSED WATER LINE (DOIIESTlC) Z2 ZONE 2 WATER Z3 ZONE 3 WATER CITY OF DUBllN IJST OF STANDARDS CD-l03 CD-4l6 CD-107 CD-4l7 CD-l09 CD-500 CD-ll0 CD-700 CD-300 CD-70l CD- 302 CD-702 CD-40l CD-703 CD-407 CD-704 CD-4l0 CD-BOO CD-4l2 CD-BOl CD-4l5 CD-B02 CD-B03 CD-B04 CORNER BUMPOUT DETAIL NlS TENTATIVE MAP NOTES: 1. ~ER/APPlICANT: CHANG su.o L1N, HONG YAO LIN l HONG LIEN lIN JAMES TONG, AUTHORIZED REpRESENTITlVE 4690 CHABOT DRIVE, SUIlE '00 plEASANTON, CA 9458B CONTACT: MARTY INDERBITZEN (925) 485.'060 2. ENGINEER/PLANNER: MACKAY l SOllPS 5'42 FRANKLIN DR. SUITE B pLEASANTON, CA 9458B.3355 CONTACT: CONNIE GOLDADE / BAHRAM SADAGHIANI (925)225-0690 3. GEOTECHNICAL CONSULTANTS: BERlOGAR GEOTECHNICAL CONSULTANTS 55B7 SUNDL BOULEVARD plEASANTON, CA 94566 CONTACT: PAUL LAI (925)4B4.D22D 4, AREA SUBJ ECT TO INUNDATION: NONE PER FEMA FIRM COIIIJNITY PANEL No, D60DD'.D'15C, 9117197 PANEL NO. D607D5.DOD2B, REVISED NOV. " 2002 5. SUBDIVIDED AREA: 1B1 ACRES (GROSS) 6. ASSESSOR'S 1 TRACT pACEL NUMBERS: PORTION OF 986.0004-005.0' - PARCEL 2' OF TRACT 75'5 7. WATER/SEWER SYSTEM: TO BE INSTALLED IN CONFORIIANCE WITH DUBLIN SAN RAMON SERVICES DISTRICT(DSRSD) STANDARDS, B. DRAINAGE: TO BE INSTALLED IN CONFORMANCE WITH CITY OF DUBLIN STANDARDS, 9. GAS l ELECTRICITY: TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF PACIFIC GAS AND ELECTRIC CO, 10. TELEPHONE: TO BE INSTALLED IN CONFORMANCE WITH STANOARDS OF SBC. 11. CABLE: TO BE INSTALLED IN CONFORIlANCE WITH STANOAIlDS OF COIICAST. '2. STREET IMpROVENENTS: PER CITY OF DUBLIN STANDAIlDS AND P.O. APPROVALS. MINIIlJM STREET GRADE IS 0.5\ FOR PRIVATE STREETS, 0.75\ FOR 'A' LANE AND 1.0\ FDR OTHER PUBLIC STREETS, '3. EXISTING ZONING: MEDIUM DENSITY RESIDENTIAL 14. EXISTING LAND USE: RURAL RESIDENTIAL 15. PROPOSED LAND USE: MEDIUM DENSITY RESIDENTIAL - T~HDMES (t95 UNITS) 16. RESIDENTIAL CDNDOllINIUM PROJECTS CONSIST OF TOTAL 195 UNITS. AIR SPACE CONDO MAPPING WilL BE FILED SUBSEQUENT TO FINAL MAP. 17. THE ELEVATION DATUM IS PER ALAMEDA COUNTY 6ENCHMARK. THE TOPOGRAPHY WAS BASED ON AN AERIAL FLIGHT DONE IN FEBRUARY '999, lB. UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, lOCAL AGENCY APPROVAL OF THIS MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED DIVISION AND DEVELOPIIENT OF THE SUBJECT PROPERTY Will NOT UNREASONABLY INTERFERE WITH THE FEE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED IN GOVERNMENT CODE SECTION 66436(0)(3) (A) (i) '9. UTILITY SIZES AND LOCATION, STREET GRADES AND lOT DIMENSIONS ARE PReliMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN AND HOUSE PLOTTING. 20. BUILDING SETBACKS WILL BE ESTABLISHED BY THE P.O. FOR WALLIS RANCH. 2'. ALL SEWER AND POTABLE WATER IIAINS ARE B' UNLESS NOTED. All STORM ORAINS ARE 1 B' UNLESS NOTED. 22. FACE OF CURB RETURN RADII FOR PUBLIC STREET AIlE 30' AND MINIMUM OF '0' FOR PRIVATE COURTS. UNLESS OTHERWISE NOTED. 23. THE APPLICANT RESERVES THE OPTION TO PHASE THE MAPPING AND CONSTRUCTION OF THIS PROJECT IN VARIOUS COIIBINATIONS OF FINAL MAPS/TRACT DEVELOPER AGREEMENTS AND/OR IMPROVEMENT PLANS/IMPROVEMENT AGREEMENTS, ALL AS APPROVED BY THE city engineer. 24. DEVELOPER MAY RECORD IlJL TIPLE TRACT \lAPS ON THIS PROPERTY AS APPROVED 8Y THE CITY ENGINEER. 25. lOTS AND PARCELS WILL BE RECORDED FOR CONllONINIUM PURPOSE AND THE FINAL MAP IIAY BE CREATE ADDITIONAL lOTS AND PARCELS FOR THE PRIVATE STREETS AND OR COMMON AREAS IF NEEDED FOR THE PROJECT CClRS. 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