HomeMy WebLinkAboutVesting Tent. Map Tract 7712
GRADING NOTES/EROSION CONTROL NOTES
,. THE FACILITIES SHOO OIl THIS PlAN ARE DESIGNED TO COIURDL
SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 15 AFTER
ROUGH GRADING HAS BEEN CDllPSETED. MEASURES ARE TO BE
OPERABLE PRIDfI TO OCTOBER 1ST OF ANY YEAR GRADING OPERATIONS
HAVE LEFT AREAS UNPROTECTED FRDII EROSION.
2. MAINTENANCE IS TO BE PERFORMED AS FOLLl1NS:
A. REPAIR DAlIAGES CAUSED BY SOIL EROSION DR CONSTRUCTION AT
THE END OF EACH WORKING DAY.
B. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS
REQUIRED.
C. WATTLES, BERMS AND SWALES ARE TO BE INSPECTED AFTER EACH
STORM AND REPAIRS MADE AS NEEDED.
D. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAPS RESTORED TO
DfIIGINAL DIMENSIONS WHEN SEDIMENT HAS ACClAlULATED TO WITHIN
ONE FOOT OF QUTLET ELEVATION.
E. SEDIMENT REMOVED FRDII TRAP SHALL BE DEPOSITED IN SUITABLE
AREA AND IN SUCH A MANNER THAT IT WILL NOT EROOE.
3. DURING THE RAINY SEASOIl, ALL PAVED AREAS SHALL BE KEPT CLEAR OF
EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED
SO AS TO MINIMIZE SEDIMENT lADEN RUNOFF TO ANY STORM DRAIN
SYSTEM.
4. CONSTRUCTION ENTRANCE TO BE PROVIDED AT EACH VEHICLE ACCESS
POINT TO EXISTING PAVED STREETS.
5, INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL TO BE
BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZEO.
8. ALL EROS lOll CONTROL IlEASURES SHALL BE MAINTAINED UNTIL
DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION
COIlTRDL PLAN SHALL BE MADE ONLY WITH THE APPROVAL OF OR AT
THE DIRECTION OF THE CITY ENGINEER.
7, THIS PlAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING
COIlSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS.
VARIATIOIlS MAV BE MADE TO THE PLAN IN THE FIELD SUBJECT TO
THE APPROVAL OF CITY.
B. PAD AND STREET TOP OF CURB GRADES ARE SH<1NN ON GRADING PLANS.
9. THIS PlAN ANTICIPATES THAT THE EARTlNtORK WILL BAlANCE WITHIN
ENTIRE DUBLIN RANCH WEST PROJECT SITE.
10. THE GRADING SHALL BE IN CONFORMANCE WITH THE CITY OF DUBLIN'S
GRADING ORDINANCE UNLESS OTHERWISE APPROVED.
11. PROPOSED GRADES SHOO ON THE PRELIMINARY GRADING PLAN ARE
SUBJECT TO FINAL ENGINEERING DESIGN AND CITY REVIEW AND APPROVAL.
ALL GRADING IS TO BE UNDERTAKEN PER THE RECOI&tENDATIOIlS OF
A SOILS REPORT AND UNDER THE OBSERVATION OF THE SOILS ENGINEER.
12. ALL LOTS WILL DRAIN TO ADJACENT STREET OR ALLEYS,
13. EXISTING CONTOUR INTERVAL IS AS SH<7IIN.
14. SLOPES WITHIN LOT AREAS ARE TO BE GRADED AT A GRADIENT NOT TO
EXCEED 2:1 (HORIZONTAL TO VERTICAL).
15. GRADING WITHIN CONSERVATION EASEMENT WILL BE DETERMINED WITH FINAL
DESIGN.
18. STORM WATER OUAlITY BIOSWALES AND MULTI.USE TRAIL MAY BE INSTALLED
ALONG BANKS OF TASSAJARA CREEK,
17. RETAINING WALL ANDIOR SLOPES WILL BE INSTALLEO TO MAKE UP GRADE
DIFFERENCES BETWEEN ADJACENT PADS AND STREETS. WALL AND SLOPE
WILL BE SHOWN ON FINAL ENGINEERING DESIGN PLANS,
1B. EXISTING WELLS (IF ANY) WILL BE ABANDONED PER THE DIRECTION OF
ALAMEDA COUNTY ZOIlE 7.
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TYPICAL SIDEYARD DETAIL
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TYPICAL 41 5' R/W STREET SECTION
(PARKING ON ONE SIDE) GATESTONE LANE
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4Ej' 9Y TRACT 7712
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TYPICAL 46' R/W STREET SECTION
(PARKING ON ONF. SIDF.) GATESTONF. I.ANF.
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TYPICAL 54' R/W STREET SECTION
"E" & BARBARA JEAN LANE
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WIilJS RANCH ~ BY nw:rs 1712 [
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TYPICAL 68' R/W STREET SECTION
DOROTHY DR~ & NORTH WALUS RANCH ROAD
N.T.S.
SECTION B- B
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SECTION E- E
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INDEX OF SHEETS
1 . NOTES & DET AI LS
2. INDEX SHEET
3. SITE & UTILITY PLAN
4. GRADING PLAN
5. UPHILL CLUSTER GRADING PLAN
6. FLAT CLUSTER GRADING PLAN
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TYPICAL UTILITY LAYOUT
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BOUNDARY LINE
RIGHT OF WAY
EXISTING STORM DRAIN
EXISTING WATER LINE
PROPOSED WATER LINE (~ESTIC)
PROPOSED SEl\l:R LINE & IlANHDLE
PRDPOSED PARCEL LINE
PROPOSED STORM DRAIN, IlANHDLE
& CURB INLET
PROPOSED PNl GRADE
PROPOSED ELECTRDLlER
PROPOSED FIRE HYDRANT
ABBREVIATION
CIL CENTERLINE
ESIIT EASEIIENT
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
FC FACE DF CURB
P PAD GRADE
PAE PRIVATE ACCESS EASEMENT
P/L PROPERTY LINE
PUlE PRIVATE LANDSCAPE MAI.TENANCE
EASElIENT (FOIl MAINTAINING STREET
TREES)
PSE PUBLIC SERVICE EASEME.T
RW PROPOSED WATER LINE (RECLAIMED)
RIW RIGHT Of WAY
SO PROPOSED STO!lII DRAIN
SS PROPOSED SANITARY SEWER
S/W SIDfWALK
W PROPOSED WATER LINE (OOIIESTIC)
Z2 ZONE 2 WATER
INTERNAl. RETAINI.G WAlL
2: 1 SLOPE UNLESS OTHERWISE NOTED
EXTERNAL RETAINING WALL
PARCEL NUIIIlER
CITY OF DUBliN
lJST OF STANDARDS
CD-l03 CD-416
CD-107 CD-418
CD-l08 CD-500
CD-lOg CD-700
CD-110 CD-701
CD- 300 CD-702
CD- 3m~ CD-703
CD-401 CD-704
CD-407 CD-800
CD-410 CD-801
CD-41Z CD-80Z
CD-415 CD-803
CD-804
SITE
TENTATIVE MAP NOTES:
1. CMNER/APPLlCANT: CltANG su-o LIN, HONG YMl LlN & HOIlG LIEN LIN
JAMES TONG, AUTHORIZED REPRESENTITIVE
4690 CHABOT DRIVE, SUITE 100
PSEASANTDN, CA 9459B
CONTACT: MARTY INDERBITZEN (925) 495.1D6D
2. ENGINEER/PLANNER:
IlACKA Y & SOIIPS
5142 FRANKLIN DfI. SUITE B
PSEASANTDN, CA 945BB.3355
COIlTACT: BAHRAM SADAGHIANI I CONNIE GOLDADE (925) 225-D89D
3. GEOTECHNICAL
CONSULTANTS: BERLDGAR GEOTECHNICAL CONSULTANTS
5597 SUNOL BOULEVARD
PSEASANTDN, CA 94568
CONTACT: PAUL LAI
4. AREA SUBJECT
TD INUNDATION: NONE PER FEMA FIRM CD/lMUNITY PANEL No, 06Dool.D1'5C, 9/17/97
AND PANEL NO. 060705.00029, REVISED 1111/D2
5. SUBDIVIDED AREA: 18.2t ACRES (GROSS)
6. ASSESSOfI 'S ITRACT
PARCEL NUMBERS: PORTION OF 9B6-ooD4.005.D1. PARCEL 20 OF TRACT 7515
7, WATER/SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH DUBLIN
SAN RAMON SERVICES DISTRICT(DSRSD) STANDARDS,
9. ORAINAGE: TO BE INSTALLED IN CONFORMANCE WITH CITY OF OUBLIN STANDARDS.
9. GAS & ELECTRICITY: TO BE INSTALLED IN CDIIFDRNANCE WITH
STANDARDS OF PACIFIC GAS AND ELECTRIC CO.
10. TELEPHONE: TO BE INSTALLED IN CONFDflMANCE WITH STANDARDS OF SBC.
11. CABLE: TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF COIlCAST.
1Z. STREET IMPROVEMENTS: PER CITY DF DUBLIN STANDARDS AND P.O. APPROVALS. MINIMUM
STREET GRADE IS 0,5\ FOR PRIVATE & 1.0\ FOR PUBLIC STREETS.
13. EXISTING ZONING: MEDIUM DENSITY RESIDENTIAL
14, EXISTING LAND USE: RURAl RESIDENTIAL
15. PROPOSED LAND USE: MEDIUM DENSITY RESIDENTIAl (121 LOTS)
18. THE ELEVATION DATUM IS PER ALAMEDA COUNTY BENCHMARK.
THE TOPOGRAPHY WAS BASED DN AN AERIAL FLIGHT ooNE IN FEBRUARY 1999,
17, UNLESS OTHERWISE SPECIFICAlLY STATED IN THE CONDITIONS OF APPROVAL,
LOCAL AGENCY APPROVAL OF THIS !lAP SHALL CONSTITUTE AN EXPRESS FINDING
THAT THE PROPOSED DIVISION AND DfVELOPMENT OF THE SUBJECT PROPERTY
WILL NOT UNREASONABLY INTERFERE WITH THE FEE AND CD/lPSETE EXERCISE OF
RIGHTS DESCRIBED IN GOVERNMENT CODE SECTION 86436 (a) (3) (A) (i)
1 B. UTILITY SIZES AND LOCATION, STREET GRADES AND LOT DIMENSIDNS ARE
PRELlMINANY AND SUBJECT TO FINAL ENGINEERING DESIGN AND HDUSE PLOTTING.
19. BUILDING SETBACKS WILL BE ESTABLISHED BY THE P.D. FOR WALLIS RANCH.
20. AlL SEWER AND POTABLE WATER MAINS ARE 9' UNLESS NOTED. ALL MAIN STORM DRAINS ARE
19' UNLESS NOTED,
21. FACE OF CURB RETURN RADII WITHIN THE SUBDIVISION ARE 30' UNLESS OTHERWISE NOTED.
22. DEVELOPER IIAY RECORD MUTIPLE TRACT MAPS ON THIS PROPERTY AS APPROVED BY
THE CITY ENGINEER.
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DESIGNED UNDER THE SUPERVJSION OF:
BY:
JCHl F. I<UZIA
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PROPOSED LAND USE SUMMARY
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LOTS 1 -121
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FUTURE OWNERSHIP (USE)
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NEIGHBORHOOO HOA I EVA IPSE
NEIGHBORHOOD HOA I LANDSCAPE PSE
NEIGHBORHOOD HOA I LANDSCAPE PSE
NEIGHBORHOOD HOA I LANDSCAPE PSE
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SINGLE FAMILY DETACHED LOTS
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