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VESTING TENTATIVE TRACT MAP
PARCEL "1" (PM 7892)
PROPOSED IMPROVEMENTS
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HIGHWAY ROUTE 580
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LANDOWNERS ADJACENT
TO THE PROJECT & ACCESSORS No.
1. EAH INC. 6. KJB DEVELOPMENT CORP 11 D.R. HORTON
PARCEL 2, PM 8275 (APN 941 0550 028 00) LOT 1 TM 7525
2. UNITED STATES OF AMERICA 7. S P CO 872-1-47J-28 12. AVALON BAY
(APN 986 0001 001 15) (APN 941 0550 023 04) LOT 2, TM 7525
3. NESS F AMIL Y PARTNERS LP 8. COUNTY OF ALAMEDA 13 AVALON BAY
(APN 941 0550 019 10) (APN 986 0001 003 01) LOT 3, 4 TM 7525
4. SECURITY STORAGE 9. SAN FRANCISCO BAY AREA RAPID TRANSIT 14 SURPLUS PROPERTY AUTHORITY
(APN 941 0550 034 00) (APN 986 0001 009 00) OF ALAMEDA COUNTY
5. EIGHTY FOUR LUMBER COMPANY 10. CITY OF DUBLIN (APN 986 0001 013 02)
(APN 941 0550 029 00) (APN 986 0001 005 00)
NOTES:
(1) TOPOGRAPHIC BASE MAP INFORMATION WAS PREPARED USING PHOTOGRAMMETRIC TECHNIQUES FROM AERIAL
PHOTOGRAPHY DATED APRIL 16, 1998, AND SUPPLEMENTED WITH INFORMATION FROM THE TOPOGRAPHIC
SURVEY OF DUBLIN TRANSIT CENTER DATED NOVEMBER 11, 2001.
(2) THE EASEMENT INFORMATION SHOWN HEREON IS BASED ON INFORMATION CONTAINED IN THE PRELIMINARY TITLE
REPORT PREPARED BY CHICAGO TITLE COMPANY, ORDER NO 913943-MG DATED APRIL 18, 2005.
(3) GEOTECHNICAL INVESTIGATION REPORTS:
- "PRELIMINARY GEOTECHNICAL FEASIBILITY STUDY FOR DUE DILIGENCE
FOR THE PROPOSED METROPOLITAN AT DUBLIN STATION IN DUBLIN,
CALlFONRIA", PREPARED BY KLEINFELDER, INC., FILE NO.: 57299/FEA,
DA TED MAY 31, 2005.
(4) PARCEL 2 (PM 7892) IS SITUATED IN FLOOD ZONE X, DESCRIBED AS "AREAS OF 10Q-YEAR FLOOD WITH
A VERAGE DEPTHS LESS THAN 1 FOOT OR DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 100-YEAR FLOOD". FLOOD ZONE DESIGNATIONS AND BASE FLOOD ELEVATIONS
ARE SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 060705 0001 BAND
COMMUNITY PANEL NO. 060705 0002 B, DATED SEPTEMBER 17, 1997.
(5) TENTATIVE TACT MAP 7667 IS BEING PREPARED PURSUANT TO CHAPTER 2 OF THE SUBDIVISION MAP ACT.
(6) THERE ARE NO TREES ON SITE. NO TREES ARE TO BE REMOVED.
BENCHMARK:
BASIS OF BEARINGS
MONUMENT NO. 44 IS A 3-3/8" ALUMINUM DISK STAMPED BART CONTROL NO.
44, SET IN THE TOP OF CURB ON THE SOUTHERLY SIDE OF SCARLET COURT. TO
REACH MONUMENT NO. 44, STARTING FROM THE INTERSECTION OF DOUGHERTY
ROAD AND SCARLET COURT, NORTH OF HIGHWAY 580, IN DUBLIN, HEAD EASTERLY
ON SCARLET COURT FOR 0.45 MILES TO VALLEY NISSAN ON THE LEFT AND
MONUMENT NO. 44 ON THE RIGHT.
ELEVATION = 330.058 FEET (B.A.R.T.D. 1990)
THE BEARING NORTH 01"11'51" EAST OF THE MONUMENTED LINE OF HACIENDA
DRIVE AS SHOWN ON THAT CERTAIN PARCEL MAP ENTITLED "PARCEL MAP
6879" FIELD NOVEMBER 4, 1996 BOOK 225 OF PARCEL MAPS AT PAGES 67
THROUGH 75 INCLUSIVE, ALAMEDA COUNTY RECORDS, WAS USED AS THE
BASIS OF BEARINGS FOR THIS SURVEY.
-
CITY OF
SAN RAMJN
-
---
TRACT MAP
LOCATION
VICINITY MAP
NOT TO SCALE
LEGEND
ABBREVIA TIONS
PROPOSED
EXISTING
No.
AC
AD
APN
BFP
BOB
BW
CB
CMP
CO
DN
(E)
E
EG
EVAE
FDA
FF
FG
FH
FL
FS
G
GB
GFF
GR
HP
INV
JT
LF
LP
MAX
MH
MON
N
NO.
O.R.
PG&E
PL
PM
PR
PSE
PUE
PVC
R
RCP
S
SD
SS
SSE
SWE
TC
W
WM
ACRE, ASPHALT CONCRETE
AREA DRAIN
ASSESSOR'S PARCEL NUMBER
BACK FLOW PREVENTOR
BOTTOM OF BOX
BACK OF WALK
CATCH BASIN
CORRUGATED METAL PIPE
CLEANOUT
DOWN
EXISTING
EAST
EXISTING GRADE
EMERGENCY VEHICLE ACCESS EASEMENT
FIRE DEPARTMENT ASSEMBLY
FINISH FLOOR
FINISH GRADE
FIRE HYDRANT
FLOWLINE
FIRE SERVICE
GAS
GRADE BREAK
GARAGE FINISH FLOOR
GRA TE
HIGH POINT
INVERT
JOINT UTILITY TRENCH
LINEAR FEET
LOW POINT
MAXIMUM
MANHOLE
MONUMENT
NORTH
NUMBER
OFFICIAL RECORD
PACIFIC GAS & ELECTRIC
PROPERTY LINE
PARCEL MAP
PROPOSED
PUBLIC SERVICE EASEMENT
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE
RADIUS
REINFORCED CONCRETE PIPE
SLOPE, SOUTH
STORM DRAIN
SANITARY SEWER
SANITARY SEWER EASEMENT
SIDEWALK EASEMENT
TOP OF CURB
WATER, WEST
WATER METER
----
----
PROPERTY/ R/W LINE
CONTOUR LINE
EASEMENT LINE
SUBDIVISION BOUNDARY LINE
STORM DRAIN MAIN
SANITARY SEWER MAIN
WATER MAIN
OVERHEAD ELECTRIC
GAS LINE
RECLAIMED WATER LINE
FIRE SERVICE
JOINT UTILITY TRENCH
ELECTRIC LINE
DRAINAGE INLET
CURB INLET
AREA DRAIN
POWERPOLE
MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAIN CLEAN OUT
WA TER METER
FIRE HYDRANT
WATER VALVE
FIRE DEPT ASSEMBLY (PVI/FIRE DEPT
DEPT CONNECTION /DETECTOR CHECK)
STREET LlGHT(SINGLE ARM)
STREET LlGHT(DOUBLE ARM)
PEDESTRIAN STREET LIGHT
SPOT ELEVATION
FENCE (X) / GATE (G)
105
__\05-
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--
12" SD
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7667
T ABLE OF CONTENTS
SHEET NO.
1
2
3
TITLE
MAP DATA, NOTES, LEGEND AND ABBREVIATIONS
CONFIGURATION AND EASEMENTS
EXISTING TOPOGRAPHY & PROPOSED GRADING
4 EXISTING AND PROPOSED UTILITIES
5 PROPOSED GEOMETRIC, STRIPING PLAN AND TYPICAL SECTIONS
6 EROSION CONTROL PLAN, DETAILS AND NOTES
ASSESSOR'S PARCEL NUMBER:
986-0001-013-02
PROPOSED AREAS:
PARCEL 1 - PROPOSED 300 CONDOMINIUM UNITS
PLUS RETAIL, PARKING AND COMMON
AREAS (4.02 AC)
ENGINEER:
OWNERS:
BKF ENGINEERS
255 SHORELINE DRIVE, SUITE 200
REDWOOD CITY, CA 94065
(650) 482-6300
A TIN: ROLAND HAGA
SURPLUS PROPERTY AUTHORITY
OF THE COUNTY ALAMEDA, CALIFORNIA,
A PUBLIC CORPORATION
224 W. WINTON AVENUE, ROOM 151
HAYWARD, CA 94544
(510) 670-6531
ATIN: PAT CASHMAN
STUART COOK
SUBDIVIDER:
D.R. HORTON
6658 OWENS DRIVE
PLEASANTON, CA 94588
(925) 737-1080
A TIN: DEAN MILLS
PROPERTY ADDRESS:
PARCEL 1 OF PM 7892, LOCATED BETWEEN MARTINELLI WAY (SOUTH), DUBLIN
BLVD(NORTH), IRON HORSE PARKWAY (WEST) & CAMPUS DRIVE (EAST).
EXISTING USE:
PROPOSED USE:
HIGH DENSITY RESIDENTIAL
VACANT
EXISTING ZONING:
PLANNED DEVELOPMENT (PD)
HIGH DENSITY RESIDENTIAL
PROPOSED ZONIN(
PD HIGH DENSITY RESIDENTIAL
LEGAL DESCRIPTION:
PARCEL 1, (A.P.N. 986-0001-013-02, PORTION) AS SHOWN ON THAT CERTAIN MAP ENTITLED
"PARCEL MAP 7892", FILED APRIL 14, 2005, IN BOOK 280 OF PARCEL MAPS, PAGES 83-85, '
IN THE OFFICE OF THE RECORDER ALAMEDA COUNTY.
UTILITIES:
WATER SUPPLY - DUBLIN SAN RAMON SERVICES DISTRICT
SANITARY SEWER - DUBLIN SAN RAMON SERVICES DISTRICT
STORM DRAIN - CITY OF DUBLIN
PREP ARED UNDER THE SUPERVSION OF:
ROLAND HAGA, R.C.E. NO. 43971
LICENSE EXPIRES: 06/30/07
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1. THE INFORMATION REGARDING THE/BR-ðPOSED IMj?~OVEMENTS .f-S BASED/ON .
FOLLOWING PROJECTS_~ /,/ _ \ __./
A. AVALON AT EJUBLlN TRANSIT CENJ'ER;- LOT 2 PARCEL MAP 7525.
B. IRON HORS'r! PAR~WAY AND ~AATINELLI WAY OFFSITE~~fpf}CÑEMENTS
PER STREEf~-IMPROVEMENT /PLANS ASSOCIATED WITþ( PARCEL MAP 7892.
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PARKWAY ANP'''THE TREE WELL}./ÁUðNG THE fASTERN s!DÉ OF IRON HORSE .//
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AVALON AT I 8'
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SUBJECT TO CITY ENGINEER'S APPROVAL.
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--- EXTEND CAMPUS DRIVE ROADWAY FROM
1 MARTINELLI WAY TO DUBLIN BOULEVARD
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SHORT- TERM PARKING (2 AND 4 HOURS)
ALONG CAMPUS DRIVE AS DIRECTED BY CITY
ENGINEER. PARKING TIME LIMITS SHOULD NOT
APPLY BETWEEN 6 PM AND 7 AM.
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SHOR\f-TERM PARKING (2 AND 4~ ----~
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P ARKWA Y AS DIRECTED BY CITY
ENGINEER. PARKtNG TIME LIMITS 1 I
SHOULD NOT APPLY BETWEEN 6 .1 I ~
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, WFJH PARCEL MAR 7892 STREET
" . ¡ . ; '·IMPROVE;MEN", PLANS
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SEE NOTE 1 ---<~~~ ~ ~~_____ ______
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WIDEN MARTINELLI WA Y ~ 1 MARTINELLI WAY AND
AND INSTALL CURB CAMPUS DRIVE,
AND GUTTER
LOT 1 TM 7667 ...
(METROPOLITAN
AT DUBLIN STATION)
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NOTES:
TRAFFIC STRIPING ON IRON HORSE PARKWAY TO BE INSTALLED
UPON OPENING OF THE BART PARKING STRUCTURE.
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@ TRAFFIC SIGNALS SHALL BE INTERCONNECTED WlTH OTHER
ADJACENT SIGNALS WITHIN THE EXISTING CITY TRAFFIC
SIGNAL SYSTEM BY HARD WIRE.
1) THE INTERIM IRON HORSE PARKWAY STRIPING LAYOUT TO E
INSTALLED IN CONJUNCTION WITH JHE PM 7892 IMPROVEME
PLANS SHALL BE LEFT IN PLACE UNTIL THE
DUBLlN/PLEASANTON BART PARKING STRUCTURE IS
OPERATIONAL AND THE ROADWAY SOUTH OF MARTINELLI W
IS RECONFIGURED PER THE DUBLIN TRANSIT CENTER
GENERAL/SPECIFIC PLAN, STAGE 1 PLANNED DEVELOPMENT
REZONING DOCUMENT, DATED OCTOBER, 2002.
2) LOADING AREAS WILL BE ADDED TO THE FINAL PLANS TO
THE SATISFACTION OF THE CITY ENGINEER.
50 0
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IRON HORSE PARKWAY
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RIGHT TURN
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TRAVELED WAY
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PARKING
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PM 7892
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PARKING TRAVELED WAY
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EROSION CONTROL NOTES
1. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE
TO UNANTICIPATED FIELD CONDITIONS. IN GENERAL, THE CONTRACTOR IS RESPONSIBLE
FOR KEEPING SEDIMENT STORM RUN OFF FROM LEAVING THE SITE. FIBER ROLLS, SAND
BAGS, AND SILT FENCES SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS
TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM. ALL
EXISTING, TEMPORARY, OR PERMANENT CATCH BASINS SHALL USE ONE OF THE SEDIMENl
BARRIERS SHOWN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO PUBLIC
AND/OR PRIVATELY OWNED AND MAINTAINED ROADS CAUSED BY THE CONTRACTOR'S
GRADING ACTIVITIES, AND SHALL BE RESPONSIBLE FOR THE CLEANUP OF ANY MATERIAL
SPILLED ON ANY PUBLIC ROAD ON THE HAUL ROUTE. ADJACENT PUBLIC ROADS SHALL
BE CLEANED AT THE END OF EACH WORKING DAY.
3. EROSION CONTROL FACILITIES SHALL BE MAINTAINED DAILY UNTIL APRIL 15. THE NAME 0
THE PERSON RESPONSIBLE FOR THE DAILY MAINTENANCE OF THESE FACILITIES SHALL BE
RECORD WITH THE CITY OF DUBLIN DEPARTMENT OF PUBLIC WORKS ALONG WITH A PHONE
NUMBER WHERE THEY CAN BE REACHED 24 HOURS A DAY. THESE FACILITIES SHALL
CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE
DISCHARGE OF SILl-FREE STORM WATER INTO EXISTING AND PROPOSED STORM DRAIN
FACILITIES. DESIGN OF THESE FACILITIES MUST BE APPROVED AND UPDATED EACH YEAR
PRIOR TO SEPTEMBER 30 BY THE ENGINEER.
4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS, AND
SUPPLIERS ARE AWARE OF ALL STORM WATER QUALITY MEASURES AND IMPLEMENT SUCH
MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION WILL RESULT IN TH
ISSUANCE OF CORRECTION NOTICES, CITATIONS AND/OR A PROJECT STOP ORDER.
5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE OPERABLE YEAR AROUND OR
UNTIL VEGETATION IS ESTABLISHED ON SLOPED SURFACES.
6. EXPOSED EARTHEN AREAS TO BE STABILIZED SHALL BE SEEDED AND MULCHED IMMEDIAT
AFTER EACH AREA HAS BEEN GRADED. SEED MIXTURE MAY BE EITHER HYDROSEEDED OR
HAND SEEDED, INCLUDING A TACKIFIER, PER THE MANUFACTURES RECOMMENDATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR INITIAL WATERING OF AREAS TO ESTABLISH GR~
AND STABILIZE THE SLOPES OF THE THE GRADED AREAS WITH VEGETATION, AND TO RE-~
ANY AREAS IN WHICH VEGETATION DOES NOT INITIAL TAKE HOLD.
7. DURING THE RAINY SEASON, ALL PAVED AREAS ARE TO BE KEPT CLEAR OF EARTH MATEI
AND DEBRIS. THE SITE IS TO BE MAINTAINED SO AS TO MINIMIZE SEDIMENT RUNOFF TO ,
STORM DRAIN SYSTEM.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT ALL EROSION CONTROL F ACIL
AND REPAIR ANY DAMAGED FACILITIES BY THE END OF THE WORK DAY DURING THE RAIN'
SEASON.
9. BORROW AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION
CONTROL MEASURES (TARPS, FIBER ROLLS, SILT FENCES ECT.) TO ENSURE SILT DOES NO·
LEAVE THE SITE OR ENTER THE STORM DRAIN SYSTEM. REFER TO EROSION CONTROL ANI
SEDIMENT CONTROL FIELD MANUAL, 3RD EDITION, PREPARED BY THE CALIFORNIA REGIONAl
WA TER QUALITY CONTROL BOARD, SAN FRANCISCO BAY REGION.
- 10. ALL TRUCK TIRES SHALL BE CLEANED PRIOR TO EXITING THE SITE.
11. ALL DIRT PILES AND HAUL TRUCKS SHALL BE COVERED.
12. THE CONTRACTOR SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL PRACTICES DETAIL!
IN THE EROSION CONTROL AND SEDIMENT CONTROL FIELD MANUAL, 3RD EDITION.
13. DURING PERIODS WHEN STORMS ARE FORECAST -
~ -- a. EXCAVATED SOILS SHOULD NOT BE PLACED IN STREETS OR ON PAVED AREAS.
b. ANY EXCAVATED SOILS SHOULD BE REMOVED FROM THE SITE BY THE END OF
THE DAY.
c. WHERE STOCKPILING IS NECESSARY, USE A TARPAULIN OR SURROUND THE
STOCKPILED MATERIAL WITH STRAW BALES, SILT FENCE, OR OTHER RUNOFF
CONTROLS.
d. USE INLET CONTROLS (E.G. FILTER MAT) FOR STORM DRAINS ADJACENT TO
THE STOCKPILED SOIL.
e. THOROUGHLY SWEEP ALL PAVED AREAS EXPOSED TO SOIL EXCAVATION AND
PLACEMENT.
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PM 78~
--
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14. DURING PERIODS WHEN STORMS ARE NOT FORECAST -
a. PREVENT STOCKPILED MATERIAL FROM ENTERING THE STORM DRAIN SYSTEM.
b. THOROUGHLY REMOVE LOOSE SOIL VIA SWEEPING FOLLOWING REMOVAL OF DIRT.
00
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DRAINAGE INLET SEDIMENT BARRIERS
1. DRAINAGE INLET SEDIMENT BARRIERS SHALL BE INSTALLED AS SOON AS THE STORM
DRAINAGE SYSTEM IS INSTALLED.
2. PRIOR TO PAVING, FIBER ROLLS SHALL BE INSTALLED AROUND EACH DROP INLET PER
DETAIL E1A. AFTER PAVING IS COMPLETE AROUND EACH DROP INLET, BLOCK AND GRAVEL
SEDIMENT BARRIERS SHALL BE INSTALLED AROUND THE DROP INLETS PER DETAIL E1B
UNTIL ALL EXPOSED EARTHEN AREAS HAVE BEEN STABILIZED AND THE PARKING LOT
FACILITY IS OPERATIONAL.
3. CONTRACTOR SHALL STENCIL ALL DRAINAGE INLETS WITH NPDES STATEMENT OF "NO DUMI
FLOWS TO BAY." CONTRACTOR SHALL CONTACT THE CITY OF DUBLIN ENGINEERING DlVISIŒ
COORDINA TE TEMPLATE, COLOR, AND APPLICATION PROCEDURE.
)
(
EROSION CONTROL LEGEND
INLET SEDIMENT BARRIER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
FIBER ROLL