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PETE ' S HARBOR RESIDENTIAL COMMITY
<br /> LEGEND EXISTING PROPOSED
<br /> SAWCUT AND CONFORM UNE PROJECT INFORMATION
<br /> A.C. PAVEMENT PROPERTY DESCRIPTION: APN 052-540-040
<br /> CONC. VALLEY GUTTER APN 052-540-050
<br /> CONC. SIDEWALK OR PAD . OWNER/SUBDIVIDER: RWC HARBOR COMMUNITIES, LLC
<br /> 270 SAINT PAUL STREET, SUITE 200
<br /> 6" CURB & GUTTER DENVER CO, 80206
<br /> PHONE (303) 370-9000
<br /> A.C.
<br /> EDGE OF PAVEMENT ,-� KLUN FAX: (303) 370-1465
<br /> �` T ATIN: JOE WILSON
<br /> 6" VERTICAL CURB _ --
<br /> , ' I \ - i ENGINEER SANDIS
<br /> CENTER LINE — � � / �� 936 EAST DUANE AVENUE
<br /> 8" \I\ 7/\,-// °. SUNNYVALE, CA 94085
<br /> SANITARY SEWER MAIN —8"—SS- 8 SS / SITE wnr PHONE: (408) 636-0900
<br /> 12" 15" i FAX (408) 636-0999
<br /> STORM DRAIN MAIN SD SD \ �� p ATTN: KEN OLCOTT
<br /> 6" :1�, i / /if _, _ , Gar, on
<br /> ui PERFORATED PIPE SD— — -- `"as`
<br /> zz 6„ 6" 1. 0,''' N�' €13 .," ACREAGE:
<br /> a WATER MAIN w W \ \ ` .
<br /> y — �o� m w�h ,n m ti EXISTING APN 052-540-040 9.25 AC (GROSS)co
<br /> 6 4 1 .. APN 052-540-050 4.00 AC (GROSS)
<br /> FlRE WATER MAIN FW " FW .9 -° \
<br /> \ y. e ha.rm,vr s"
<br /> s
<br /> . g° �1. • <; Q e° � im arom4aa,�, PROPOSED LOT 1 5.0 AC
<br /> 6" 4" :\ eaa,waatam t 4 nv. `• a „, LOT 2 5.2 AC
<br /> z DOMESTIC WATER MAIN DW DW \ 1 ^,��T� p°~'°° s �E f„,Pon 4 LOT 3 3.1 AC
<br /> F
<br /> n ” —I� - rn m, , w a r p nersnI w a
<br /> % CHILLED WATER MAIN 6 CHW 4 CHW �� ��� . ,.• _.—� � ar ,ape
<br /> • � I • i �'i Ii � a e,en st Vek.arre 9ha may.
<br /> ? lRRlGA710N LINE 2
<br /> I R R 4" lRR \\�' + ..t -"� �` o W ma � Mauna,s, �aa re°r WATER SUPPLY: CITY OF REDWOOD CITY
<br /> t a��'r ' m nha,sn„s M rands r�.
<br /> ,"��_ tl RECYCLED WATER SUPPLY: CITY OF REDWOOD CITY
<br /> o �.1 L� - ��. r r` Fnr Tn5 6 "/ �c c{° S PftrF Bra,.+ry
<br /> ,,e e ,,,,, , C
<br /> us .\ �eY Callre n �M1 gay Rd 8roa,a,
<br /> TRENCH DRAIN iiiiiiiiiiiiiiiiiiiiiiiii �, \ �� , ,„ Reddwo-d n s N
<br /> �!' X % L I sC e �;-� N SEWAGE DISPOSAL: CITY OF REDWOOD CITY■m
<br /> a CONDENSATE RETURN CR LOCATION MAP VICINITY MAP STORM DRAINAGE: CITY OF REDWOOD CITY
<br /> ~ METAL BEAM GUARD RAIL ❑ ❑ NOT TO SCALE
<br /> NOT TO SCALE GAS AND ELECTRIC: PG&E
<br /> SILT FENCE —0-0—
<br /> TELEPHONE: AT&T
<br /> P FLOW LINE • • • ABBREVIATIONS
<br /> �
<br /> , CABLE: COMCAST
<br /> N CHAIN LINK FENCE x x x x
<br /> w " AB - AGGREGATE BASE LP - LOW POINT
<br /> o GAS MAIN G 2 G FLOOD ZONE: SITE CURRENTLY FALLS WITHIN ZONE Al BASED ON FIRM MAP
<br /> AC - ASPHALT CONCRETE LSA - LANDSCAPE ARCHITECT NUMBER 0603250118, DATED MAY 17 1982. ZONE Al IS THE
<br /> AD - AREA DRAIN MAX - MAXIMUM AREAS OF 100-YEAR FLOOD; BASE FLOOD ELEVATIONS AND
<br /> N CAP AND PLUG END E E ADA - AMERICANS WITH DISABIUTIES ACT MEP - MECHANICAL/ELECTRICAL/PLUMBING FLOOD HAZARD FACTORS DETERMINED. BASE FLOOD ELEVATION
<br /> zz DUCT BANK ASB - AGGREGATE SUBBASE MH - MANHOLE 7 FT
<br /> a BC - BEGINNING OF CURVE MIN - MINIMUM
<br /> OVERHEAD ELECTRIC UNE OHE BFP - BACK FLOW PREVENTOR MPVC - MIDPOINT OF VERTICAL CURVE
<br /> a BLOC - BUILDING CORNER MON - MONUMENT SHEET INDEX
<br /> w UNDERGROUND ELECTRIC LINE UGE UGE BLDG - BUILDING N - NORTH
<br /> BOD — BOTTOM OF DOCK NO — NUMBER
<br /> TM-1 COVER SHEET
<br /> a STREET LIGHT CONDUIT SL BOL — BOLLARD NTS — NOT TO SCALE TM-2 TENTATIVE MAP SUBDIVISION
<br /> 90 BOS — BOTTOM OF STEP P — PAVEMENT ELEVATION
<br /> p CONTOUR ELEVATION UNE 85 89 BOW - FG 0 BOTTOM OF WALL PCC - PORTLAND CEMENT CONCRETE / —3 TENTATIVE MAP PUBLIC EASMENTS CITY ACCESS
<br /> a BVC - BEGIN VERTICAL CURVE
<br /> POINT OF CONTINUOUS CURVATURE
<br /> TM-4 TOPOGRAPHIC SURVEY
<br /> ce �� FG BW - BACK OF WALK PIV - POST INDICATOR VALVE TM-5 GRADING PLAN
<br /> SPOT ELEVATION x 95.94 �� PL - PROPERTY LINE
<br /> TM-6 UTILITY PLAN
<br /> z c, C — CONCRETE OR CIVIL
<br /> 2:1 1% C&G - CURB AND GUTTER PMH - POWER MANHOLE TM-7 STORMWATER MANAGEMENT PLAN
<br /> DIRECTION OF SLOPE TM-8 CROSS SECTIONS GENERAL NOTES:
<br /> a CB — CATCH BASIN POC — POINT ON CURVE
<br /> GAS METER • GM CI - CURB INLET
<br /> a PP - POWER POLE 1. VESTING TENTATIVE MAP: THIS VESTING TENTATIVE MAP IS BEING FILED IN
<br /> o aV a„ PVC - POLYVINYL CHLORIDE PIPE
<br /> CIP - CAST IRON PIPE PRC - POINT OF REVERSE CURVATURE ACCORDANCE WITH ARTICLE 2, SECTION 66452 AND CHAPTER 4.5 OF THE
<br /> z GAS VALVE H CL - CENTER LINE OR CLASS SUBDIVISION ACT MAP.
<br /> o CMP - CORRUGATED METAL PIPE
<br /> § WATER METER ® • WM CO - CLEANOUT R - RADIUS BENCHMARK
<br /> RC - RELATIVE COMPACTION CITY OF REDWOOD CITY BENCHMARK BM61, THE TOP OF A BRASS DISK SET IN 2. FINAL MAPS: PURSUANT TO CHAPTER 3, ARTICLE 4, SECTION 66456.1 OF THE
<br /> w� wv CONC - CONCRETE RCP - REINFORCED CONCRETE PIPE
<br /> re WATER VALVE D4 c N CONST — CONSTRUCTION OR CONSTRUCT RPPA — REDUCED PRESSURE PRINCIPLE ASSEMBLY CONCRETE IN FRONT OF 100 BAIR ISLAND ROAD, WITH AN NAVD 88 ELEVATION OF SUBDIVISION MAP ACT, THE DEVELOPER RESERVES THE RIGHT TO FILE MULTIPLE
<br /> } CY — CUBIC YARD 6.98 FEET WAS USED AS THE BENCHMARK FOR THIS SURVEY. FINAL MAPS.
<br /> FlRE HYDRANT V -io+- DCDA — DOUBLE CHECK DETECTOR ASSEMBLY R/W - SIGHT OF WAY
<br /> � Y S - SLOPE OR SOUTH
<br /> DI - DROP INLET S.A.D. - SEE ARCHITECTURAL DRAWINGS BASIS OF BEARINGS 3. AREA; THE BOUNDARIES OF THIS SUBDIVISION CONTAIN 13.3 ACRES AND ARE
<br /> a BACK FLOW PREVENTOR 0 DIP - DUCTILE IRON PIPE SB - SEDIMENT BASIN PROPOSED FOR SUBDIVISION INTO UNITS.
<br /> Piv DOM - DOMESTIC THE CALCULATED BEARING, SOUTH 11'30'37" EAST, BETWEEN FOUND MOMUMENTS IN
<br /> POST INDICATOR VALVE • SD - STORM DRAIN
<br /> C" DW - DOMESTIC WATER S.E.D. - SEE ELECTRICAL DRAWINGS BAIR ISLAND ROAD, AS SHOWN ON THAT RECORD OF SURVEY FILED IN VOLUME 71 OF 4. ADDITIONAL INFORMATION: THE ACCOMPANYING VESTING TENTATIVE MAP AND
<br /> m DWG - DRAWING SF - SILT FENCE PARCEL MAPS AT PAGE 17, SAN MATED COUNTY RECORDS, WAS TAKEN AS THE PLANNED DEVELOPMENT PERMIT APPLICATION AND TEXT SHOULD BE CONSULTED
<br /> z FIRE DEPARTMENT CONNECTION E - EAST SG - SUBGRADE BASIS OF BEARINGS FOR THIS SURVEY. FOR MORE DETAILED INFORMATION REGARDING THE PROPOSED PROJECT.
<br /> EC - END OF CURVE S.L.D. - SEE LANDSCAPE DRAWINGS
<br /> WA1ER UNE TEE I I EP - EDGE OF PAVEMENT S.M.D. - SEE MECHANICAL DRAWINGS SURVEY NOTE 5. BUILDING TYPE: THE BUILDING FOOTPRINTS SHOWN ARE FOR CLARITY PURPOSES.
<br /> o ER - END OF RETURN
<br /> u. ELECTRIC AND SIGNAL 1 SMH - SIGNAL MANHOLE THE BUILDING TYPE WILL BE FINALIZED PRIOR TO THE APPLICATION FOR
<br /> EVC - END VERTICAL CURVE THE UNDERLYING TOPOGRAPHIC SURVEY IS BASED ON AN AERIAL TOPOGRAPHIC
<br /> >- S.P.D. - SEE PLUMBING DRAWINGS BUILDING PERMITS.
<br /> a AIR RELEASE VALVE • ARV ELEV - ELEVATION SS - SANITARY SEWER SURVEY PROVIDED TO SANDIS BY KPFF CONSULTING ENGINEERS ON AUGUST 15, 2008.
<br /> z EX., EXIST. - EXISTING STA - STATION SUPPLEMENTAL TOPOGRAPHIC SURVEY INFORMATION TO VERIFY THE TOP OF BERM 6. PLAN LAYOUT: SHEETS T-1 THRU T-3 OF THIS VESTING TENTATIVE MAP
<br /> o SIGN FC - FACE OF CURB LOCATION AND ELEVATION WAS COLLECTED BY SANDIS IN SEPTEMBER, 2008.
<br /> W FDC - FIRE DEPARTMENT CONNECTION STD - STANDARD DEPICT DIMENSIONAL AND OWNERSHIP DATA. SHEET T-4 AND T-6 DEPICTS
<br /> U S/W - SIDEWALK EXISTING AND PROPOSED TOPOGRAPHY AND GRADING AND UTILITY SYSTEMS.
<br /> m FF - FINISHED FLOOR
<br /> 0 ACCESSIBLE RAMP ��\ FG - FINISHED GRADE TC - TOP OF CURB SHEET T-7 DEPICTS STORMWATER MANAGEMENT.
<br /> a TD - TRENCH DRAIN UNAUTHORIZED CHANGES AND USES
<br /> a FH - FIRE HYDRANT
<br /> w CONCRETE THRUST BLOCK TOD - TOP OF DOCK
<br /> a FL - FLOW UNE CAUTION :The engineer preparing these plans will not be responsible 7. STREET SYSTEM: THE STREETS DEPICTED HEREIN ARE PRIVATE STREETS WITHIN
<br /> TOE - TOE OF SLOPE
<br /> REDUCER It FOUND - FOUNDATION for, or liable for, unauthorized changes to or uses of these plans. 26 FOOT WIDE PUBLIC ACCESS EASEMENTS, PUBLIC UTIUTY EASEMENT &
<br /> m TOS - TOP OF STAIR g p
<br /> SANITARY SEWER MANHOLE FS - FINISHED SURFACE All changes to the plans must be in writing and must be approved PUBLIC SERVICE ACCESS EASEMENT.
<br /> FT - FOOT TOW - FG 0 TOP OF WALL by the preparer of the plans.
<br /> i SANITARY SEWER CLEANOUT ssco SSCO - FIRE WATER np - TOP
<br /> TYPICAL SLAB 8. ONSITE RECYCLED WATER SYSTEM TO BE PRIVATE AND WILL SUPPLY ALL
<br /> Lii o G - GROUND ELEVATION LION - UNLESS OTHERWISE NOTED LANDSCAPE IRRIGATION. RESIDENTIAL BUILDINGS WILL BE DUAL-PLUMBED.
<br /> U STORM DRAIN MANHOLE GB - GRADE BREAK U/G - UNDERGROUND Construction contractor agrees that in accordance with generally accepted construction
<br /> o 0 © . GV - GATE VALVE / practices, construction contractor will be required to assume sole and complete responsibility 9. THE PROJECT WILL CONTAIN 411 CONDOMINIUM UNITS.
<br /> o VC - VERTICAL CURVE P e4 • P
<br /> HCR - ACCESSIBLE RAMP for job site conditions during the course of construction of the project, including safety of
<br /> co STORMCEPTOR WM - WATER METER 1 9 P 1 9 tY
<br /> HP - HIGH POINT all persons and property; that this requirement shall be made to apply continuously and not
<br /> STORM DRAIN AREA DRAIN INV - INVERT ELEVATION W _WAT WATER VALVE be limited to normal working hours and construction contractor further agrees to defend,
<br /> 6 0 • JP - JOINT POLE indemnify and hold design professional harmless from any and all liability, real or alleged in &Land
<br /> WWF - WELDED WIRE FABRIC connection with the performance of work on this project, excepting liability arising from sole Of
<br /> ce STORM DRAIN CATCH BASIN JT — JOINT TRENCH Pe P 1 P' 9 dy 9
<br /> a OB ® UP - LIP OF GUTTER W/ - WITH negligence of design professional.
<br /> a
<br /> o STORM DRAIN CURB INLET ® I 1
<br /> z
<br /> STORM DRAIN CLEANOUT SDoCO SDCO
<br /> ELECTROLIER ° # c•—# # o #
<br /> JOINT POLE
<br /> JP -0-
<br /> 1p
<br /> 811 Know what's below.
<br /> Call before you dig. .‘
<br /> CD
<br /> Ip. -1 .
<br /> DATE : 07/15/13 No. REVISION/ISSUE DATE BY CD
<br /> SANDIS CIVIL ENGINEERS SCALE:
<br /> PETE'S HARBOR HEET
<br /> SURVEYORS
<br /> PLANNERS DRAWN BY: DJW COVER SHEET RESIDENTIAL COMMUNITY T-1
<br /> APPROVED BY: SY
<br /> 936 E.Duane Ave. I Sunnyvale,CA 94085 I P. 408.636.0900 I F.408.636.0999 I www.sandis.net PROJECT NO: REDWOOD CITY CALIFORNIA
<br /> SUNNYVALE ROSEVILLE OAKLAND 212095 OF 8 SHEETS
<br /> File: X. \P\212095\ENG\CONTRACT\TMAP\T 1 COVER SHEETdwg Date:Jan 29, 2014 - 8:47am, dmanyle Copyright ©2011 by Sandis
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