LEGEND OF SYMBOLS DESCRIPTION

WATER MAIN, PERMANENT BLOWOFF, TEE, GATE VALVE, CROSS AND BENO

FIRE H YDRANT &: SER\r1CE ASSEMBLY

SINGLE WATER SERVICE (SEE PLANS FOR SIZE)

WATER MAlll!, GA TE VAL \IE, CROSS, & ELBOW

TEMPORARY Bl.OWOFF, REDUCER, AND TIE-IN

IRRIGATION CONTROL VAL VE BOX & SERI/ICE

SEWER MAIN, MANHOLE & CLEAN OUT

SEWER LATERAL & CLEANOUT

STORM DRAIN, MANHOLE & CATCH BASIN

ENO CAP OR PLUG

GAS MAIN &: GAS SERI/ICE & GAS VAL VE

ELECTRICAL MH / TELEPHONE MH

PACIFIC BELL TELEPHONE PULL BOX / VAULT

STREET LIGHT/ELECTRICAL CONDUIT & BOXES

TRAFFIC SIGNAL PULL SOX

STREET LIGHT

BENCH LEVEL DATA:

EXISTING

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NEW t+ s:¥77 ,/

T<IM? BO --·•N--1- __ 1 )11ll,;;S :,::l<l ;.. • .::;!l:::.:59 :__

D-127 146.584

MENDOCINO AVE., 300 FT. SE/O FOUNTAINGROVE PKWY., CITY DISK IN WELL MONUMENT ON <t, MENDOCINO AVE., AT SE END OF A CURVE (COORDINATE MONUMENT G-453) 4/90

C-265 176. 797

FOUNTAINGROVE PKWY., 142 FT. W/O ROUND BARN BLVD. (WEST) CITY DISK IN WELL MONUMENT, ON � FOUNTAINGROl/E, AT THE WEST END OF A CURVE. 5/90

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CI OF

IMPROVEMENT PLANS FOR.

I T

CONTRACT No. C01807

LOCATION MAP NOT TO SCALE

BEFORE EXCAVATING

CALL U.S.A.

UNDERGROUND SERVICE ALERT

800-227-2600 TWO WORKING DAYS BEFORE ALL

PLANNED WORK OPERATIONS

L INDEX TO SHEETS

i. COVER SHEET 2. PLAN AND PROFILE

GENERAL NOTES: 1. All WORKMANSHIP, MA l'ERIALS, AND CONSTRUCTION SHALL CONFORM TO THE CITY OF SANTA ROSA STANDARD PLANS,

THE CONSTRUCTION SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, THE SPECIAL PROVISIONS fOR THIS PROJECT AND THE STATE' STANDARD SPECIFICATIONS AND STANDARD PLANS. THE CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING ALL STANDARDS PERTAINING TO THIS PROJECT.

2. THE LOCATIONS OF UNDERGROUND UTILITIES AND OTH£R OBSTACLES SHOWN ON THE PLANS ARE BASED ON THE BEST A\/AlLA!:!U: !NF'OR!\!ATION. THE CONTRACTOR SH.All POTHOLE ANO DETERMINE THE EXACT LOCATION OF ALL POTENTIAL CONFLICTS !N ACCORDANCE WITH U.S.A. !.AWS. THESE SPECIAL l"ROVISIONS AND THE STANDARD SPECIHCAT!ONS. II' ANY UMMARl<IW UTIUTIES ARE ENCOUNIERED. OR II' UNAB!.£ ro LOCATE A MARKED UT!LITY AFTER POTHOLING, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THAT UTILITY AND THE ENGINEER.

.3. All TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND PAVEMENT MARKINGS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED PER CITY OF SANTA ROSA TRAFFIC STANDARDS PART m, TRAF'FIC MARKINGS. PA iCHING OF DAMAGED MARKINGS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL DAMAGED LANE LINE STRIPING SHALL BE REPLACED PER CALTRANS STANDARD PLAN A20A, DETAIL 10. ALL DAMAGED NON-REFLECTIVE RAISED PAVEMENT MARl<ERS MUST BE REPLACED WITH CERAMIC. SEE SECTION 15-2.020 OF THE STANDARD SPECIFICATIONS.

4. All MANHOLES, RODDING INLETS AND WATER VAL \/ES THAT ARE ON ACTIVE SYSTEMS SHALL BE ACCESSIBLE TO CITY PERSONNEL AT ALL TIMES AND SHALL BE BROUGHT TO GRADE WITHIN 48 HOURS OF PAVING.

5. ANY DAMAGES TO CITY OR OTHER UTILITIES CAUSED BY PROJ£CT OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

6. THE CONTRACTOR SHALL OBTAIN A TRENCH SAFETY PERMIT FROM THE CALIFORNIA DIVISION Of INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH GREATER THAN FIVE FEET DEEP.

·1. LANDSCAPING AND IRRIGAl!ON SYSTEMS NOT BEING REMOVED BY THESE PLANS WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND OR AS DIRECTED BY THE ENGINEER. EXISTING SHRUBBERY AND TREES SHALL BE REMOVED ONl Y AS SHOWN l'l!THIN THE LIMITS Of' WORK BY THESE PLANS AND AS DIRECTED BY THE ENGINEER.

!l. THE CONTRACTOR SHALL MAINTAIN REASOlllABLE ACCESS TO ALL DRIVEWAYS, BUSINESSES ANO RESIDEN TS DURING CONSTRUCTION.

9. ALI. EXCAVATED MATERIAL SMALL BE REMOVED AS IT IS GENERATED AND .�T NO TIME SHALL THE CONTRACTOR PLACE EXCAVATED MATERIAL Ai THE WORKSITE.

10. ALL TRAFFIC CONTROL Al\!D PEDESTRIAN CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION or THE CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES (CA MUTCD), BE COMPLIANT 'MTH THE AMERICANS WITH DISABILITIES ACT (ADA) AND CITY OF SANTA ROSA TRAFFIC STANDARDS SECTION VI. ALL SIGNS SHALL BE APPROPRIATELY

CONSTRUCTED WITH REFLECTIVE MATERIAL ON A BACKING OF METAL OR FABRIC (NO WOOD OR PLASTIC ALLOWED) AND SH.ALL BE MAINTAINED THROUGHOUT COlllSTRUCTIOI\! ro PROVIDE PROPER VISIBILITY.

11. THE CONTRACTOR SHALL PROTECT ANO PRESERVE CITY MONUMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEE!� 10 WORKING DAYS IN ADVANCE FOR REFERENCING Of EXISTING MONUMENTS TO BE OlSTURBED. THE CONTRACTOR SHALL RECONSTRUCT DISTURBED MONUMENTS IN ACCORDANCE WITH CITY STANDARD 280.

12. All TEMPORARY BLOW-OFFS USED f"OR REMO\llNG F'OAM SWABS DURING WATER MAIN CLEANING SHALL BE CONSTRUCTED WITH A (SAME SIZE AS MAIN) ELBOW AND Vi':RTIC . .C.L STAND PIPE TO PREVENT TRENCH WATER FROM flOv.qNG BACK INTO THE MAIN DURING SWAB REMOVAL. AFTER lHE SWAB IS REMOVED, INSTALL A MECHANJCAL JOINT CAP ON THE STAND PIPE AND RESTRAIN BOTH THE CAP ANO STAND PIPE TO ALLOW FOR TESTING.

RECORD PLAN DATA ""PR,,.OJ= EC..,T_, S""TA"'-R"'.T�: --------·-­PROJECT END:

GEN. CONTRACTOR:

!illf'ERINTENOENT: UNDERGROUND CONTRACTOR: FOREMAN: SEWER PIPE TYPE:

MANUFACJURER: SEWER FITTINGS

MANUFACTURER: M.H, MfflUfACTURER WATER PIPE rreE: MANUFACTURER: WATER VALVE MANUFACTURER: WATER FITIINGS MANUFACJ..URER:

WATER SERVICE TYPE: MANUfACTURER· FIRE HYQRANT TYPE: MANUFACTURER:

INSPECTOR:

CONSTRUCTION MANAGER: RECORD PL.ANS BY·

ADDITIONAL INFO:

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CONTRACT NO. C01807

SHEET 1 OF 2

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REMOVE EXISTING REDUCER AND CONNECT NEW 4" D.1.P. DIRECTLY TO EXISTING ELBOW

CONCRETE PIER BLOCK AND REDWOOD BLOCKING TO SUPPORT P.R.V.

NO. ITEM 4" D.1.P. - P.E. X P.E.

® 4 • M.J. X FL ADAPTER @ 4" D.1.P. - FL. X FL. @ 4" D.1.P. - P.E. X FL. OR P.E. X P.E. AS DETERMINED © 4" FLANGED P.R.V. (SEE NOTE 1) ® 4" MEGAl'lANGE, OR APPROVED EQUAL G 3/4" BAl.lCORP (FORD FB 1000)

@ 3/4" TYPE "K" COPPER TUBING l-7'<-t--::--;-:-;;-:-::-:-c:c----=--=---c-c�---ccc-�������-�---3/4" COMP. X f".1.P. ADAPTER (F"ORD C 14-33)

J 3/4" M.1.P X HOSE BIBB - BRASS :S/4" M.1.P. TEE WITH TWO (2) 3/4" F.1.P. X H.13.

NOTES:

EXISTING STREET PAVEMENT SECTIONS FOUNTAINGROVE PKWY TRAVEL LANES 0.40' TO 0.60' A.C.

--

DECELERATION LANE FOR 100 FOUNTAINGROV£ PKWY 1.80' A.C

NOTE: ALL TRENCHES SH ALL BE PAVED PER CITY STD . .215 ll'liTH A MINIMUM SURFACE LAYER OF 0.45' A.C. THICKNESS. WHERE THE EXISTING A.C. SECTION EXCEEDS 1.4:5', THE 6" A.C.B. OPTION IS REQUIRED.

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4" D.1.P. LENGTH AS REQUIRED BETWEEN METER AND VALVE

---------------------------------- -- ----:'·.-------------------------------. ---------,;''1 /RISER FOR EXISTING DOUBLE DETECTOR CMECK VALVE

1. PRESSURE REDUCING VALVE SHALL BE CLA-VAL MOOEL 90-01BYKC OR APPROVAL EQUAL, AND SHALL BE EPOXY FUSED, INSIDE AND OUTSIDE.

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INST All NEW PIPING­AND P.R. V. IN EXISTING METER BOX

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PLAN

4ww PRESSURE REDUCING VAL VE DETAIL N.r.s.

[ _ ___ , CURVE DATA

I CURVE LENGTH RADIUS DELTA .

I Cl 144.41' 1394. 78' 5·93•22· I C2 144.94' 1394.82' 5•95•39• I C.3 174.26' 1.375.16' 7"43'.33"

2. MAKE 3/4" TOP TAPS - INSTALL RISERS AS SHOWN. 3. MECHANICAL JOINT RESTRAINTS ARE REQUIRED F'OR ALL MECHANICAL

JOINT FITTINGS. 4. THE PRESSURE REDUCING VAL VE SHALL BE SET TO PROVlDE 00 PSI.

SCALE: 1"�20·

2" GAL \I. IRON---­RISE:R PIPE

.· -. : ..

TEMPORARY METER & DOUBLE CHECK VALVE INSTALLED BY CITY FORCES AT YHE CONTRACTOR'S EXPENSE.

TEE -113'' MIN.

l.W)·�--t4--PERMANEN T BLOW-Off VALlft.

2" MOSE CONNECTION TYP.

EG

183

182

181

180

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----EX. GRADE _. -· "

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AT PIPE ft\ .-' -

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> EXi JOINT TRENCH________.,-fj _. -'":-

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--- LJ EX 15"

; RCP SD 'EX 12"x12"'x12"

·TP=1S1·.50± 1.- .<CX .. 8" pVC WTR . . \TEE (RESoTRAINEO) /�\ TP-180.90±' I /-ABANDON

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"" /;/ : ,,��-- 5" �JM_; 11 Ii \I 11 , ...,,. , EX_____ 1 \Iii . . 4 MIN.. CLEAR. ,,,. "' . __ ,- ·• . .

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IN�-�CL� E�A�R�[i�=====-: _, "\.""' ,,,. �'::::�::::::q·�B�W�A TE�·�R .. M�A�IN�· �-------� . \

12· MIN. CLEAR ' ' \ MAKE TIE -JN _I,

· ·· CENlER l'ULl STICK OF

179 1;:::----""" 178

177

175

175

"' � PER_ NOTE Q15 r-!PE PE� NOTE� '\EX g" PVC SS . . \!..::V . INV=176. 17±

WATER MAIN LOWERING DETAIL FG

N. r.s.

PERMANENT BlOW·OFF TEMPORARY METER CONNECTION DETAIL

CONSTRUCTION NOTES: INSTALL 8" Pl/C (PC305 DR-14) WATER MAIN. INSTALL TEMPORARY BLOW-Off PER CITY STD. 859 AND GENERAL NOTE 12.

INSTALL 8" GATE VAL\IE PER CITY STD. 877. INSTALL ,,,. GATE VALVE PER CITY sm. 877. INSTALL 45• ELBOW. INSTALL 12"xa· REDUCER. 4" HOT-TAP BY CITY FORCES. NO ITEM FOR THIS NOTE NUMBER INSTALL DUCTILE IRON PIPE HALF DROP STRUCTURE PER CITY STD. 855 AND LOWER WATER MAIN UNDER EXISITNG UTILITIES AS SHOWN ON WATER MAIN LOWERING DETAIL. OMIT ANCHOR BLOCKS. RESTRAIN ALL JOINTS. INSTALL 2" HOPE WATER SERVICE PER CITY sm. 865-A. AFTER WATER MAIN TIE-IN IS COMPLETE TIE-IN NEW WATER SERVICE TO EXISTING SERVICE LINE AT ELBOW ON STREET SIDE OF ANGLE MEIER STOP. REUSE EXISTING METER BOX.

NOTES: 1. SEVENTY-TWO (72) HOURS PRIOR TO PERFORMING WORK IN FRONT OF TME EXTENDED STAY

AMERICA INN {HOTEL). TME CONTRACTOR SHALL VERBALLY NOTIFY TME HOTEi_ MANAGER. THE NOTIFICATION SHALL INFORM THE MANAGER Of EXACTLY WHEN THE WORK WILL TAKE PL.ACE, WHAT lllORt< Wll.L BE PERFORMED, AND TME POTENTIAL IMPACTS TO THE HOTEL

:2. INSTALLATION OF THE PERMANENT 2" BLOW-Ol'F SHALL SE COMPLETED PRIOR TO MAINLINE OR WATER SERVICE TIE-INS FOR THE HOTEL. THE CONTRACTOR SHALL USE THE PERMANENT

\

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BLOW-Off TO PROVIDE A TEMPORARY WATER SUPPLY TO THE MOTEL DURING THE TIE-IN WORK EXCEPT WHEN THE EXISTING 1400 WATER MAIN IS SHUT DOWN TO REMOVE fME 12" GATE VALVE. DURING 14" WATER MAIN SHUT DOWN CONTRACTOR SHALL PROVIDE WATER TO HOTEL BY INSTALLING A HOSE BETWEEN THE TEMPORARY BLOW-OFF AND THE PERMANENT BLOW-OFF METER CONNECTION.

@ CENTER FULL STICK OF WATER MAIN PIPE UNDER STORM DRAIN. @ HAND DIG OR EXCAVATE \ll!TH VACTOR EQUIPMENT AND EXPOSE

EXISTING 4• GATE VALllE AND TEE. REMOVE GATE VALVE AND INSTALL BLIND FLANGE ON TEE UNDER AUTHORIZED CITY INSPECTION.

@ CONNECT NEW WATER SERVICE TO EXISTING IRRIGATION BACKFLOW PREVENTER USING TYPE K HARD TEMPER COPPER.

@ AHER CONNECTION TO EXISTING PRIVATE SIDE SERI/ICE LINE IS COMPLETE HIRE CITY APPRO'il:D SACKfLOW TESTER TO CLEAN, REPAIR IF NECESS ARY, ANO RE-CERTIFY EXISTING 8ACKFLOW DEVICE. @ UPON SATISFACTORY COMPLETION OF TESTING NEW WATER MAllll INSTALL ELBOWS TO MAKE GRADE TRANSITION AND MAKE !l" TIE-IN AS SINGLE OPERATION UNDER AUTHORIZED CITY INSPECTION. RESTRAIN ALL TIE-IN JOINTS.

@ CHIP AWAY T'rlRUST BLOCK ON EXISTING 12"x12"X12" TEE ENOUGH TO ALLOW FOR REMOVAL OF SUND FLANGE.

@ REMOVE EXISTING 8" GA TE VAL VE AND INST ALL BLIND FLANGE ON EXISTING TE<:: UNDER AUTHORIZED CITY INSPECTION.

@ REMOVE EXISTING 12" GATE VALVE AND INSTALL BLIND FLANGE ON EXISTiNG TEE UNDER AUi110RIZED CITY INSPECTION.

@ INSTALL 4" MULTI-SERVICE MANIFOLD WITH 2" AND 4" WATER SERVICES PER DETAR THIS SHEET.

@ llllSTALL 2" PRESSURE REDUCING VALVE WATTS MODEL U'25AU8-HP-Z3 IN EXISTING 830 BOX. PLACE 3" OF DRAIN ROCK BEDDING UNDER BOX. SET VAL VE TO PROVIDE 80 PSI.

@ INSTALL 4" PRESSURE REDUCING VALVE IN EXISTING METER BOX AND CONNECT TO EXISTING BACKFLOW PREVENTER PER 4" PRESSURE REDUCING VALVE DETAIL TMIS SHEET.

@ REMOVE EXISTING VALVE BOX AND RISER. @ ABAJ\!DON EXISTING WATER MAIN AND 2" WATER SERVICE PER CITY

STO. 507. REMOVE ALL EXISTING I/AL VE BOXES AND RISERS. @ 2" HOT-TAP BY ClTY FORCES. @ INSTALL 2" PERMANENT BLOW-Off WlTH TAPPING SADDLE AND 2" HOPE

SERV<CE TUBING SIMILAR TO CITY STD. 865-A. INSTALL METER BOX AND :2" GAl.V. IRON PIPE RISER FOR BLOW-OFF AT BACK OF SIDEWALK PER CITY STD. !161.

@ MAKE TEMPORARY METERED CONNECTION AT PERMANENT BLOW-OFF PER DETAIL TMIS SHEE1. INSTALL 2"@ FOOD GRADE HOSES (200 psi) TO PRO\�DE TEMPORARY WATER SUPPLY TO QUICK CONNECT PORT AT BACK SIDE OF HOTEL•S OOMEST>C DETECTOR CME CK VAL VE DURING MAINLINE AND WATER SERVICE TIE-INS. SEE NOTE 2 ABOVE FOR SEQUENCE OF HOSE CONNECTIONS TO BLOW-OFFS.

N. T.S.

1-- �- ---�---

! NO. ITEM © 4" D.1.P. - P.E. X P.E. Cf) I 4" MEGAFlANGE, OR APPROVED EQUAL @ ! 3" X COMPANION FLANGE ® 4 "xJ" COMPANION FLANGE W /3" BRASS NIPPLE (o_, I 12" X 4 • T,�PPING SLEEVE ®I 4" FL X M.J. TAPPING VALVE Q i 4" M.J. VALVE

1R I 4" X 4• X 4" M.J. TEE IS; 4 • 90" FL X M.J. ELBOW IT_, 4" COMPANION l'LANGE W/2" F.1.P. THREAD @ 2" M.1.P. THREAD X COMP. COUPLING (0 2" TYPE K HARO TEMPER COPPER

NOTES: 1. THE MULTI-SERI/ICE MANIF"OLD SMALL BE

INSTALLED AS SHOWN AND SHALL CONFORM TO THE REQUIREMENTS OF CITY STD. 887 IN ALL OTHER WAYS.

2. MECHANICAL JOINT RESTRAINTS ARE REQUIRED FOR ALL MECHANICAL JOINT FITTINGS.

EX. 12" PVC WATER MAIN

THRUST BLOCK, PER STD. 854·

A L.

4H MULTl .. SERVICE MANIFOLD DETAIL

®

® SECTION A-A

© /4" D.1.P. LENGTM AS

/ REQUIRED BETWEEN METER ANO VALVE

4• SERI/ICE FOR NEW 3" METER PER STD. 866. (CONTRACTOR TO INSTALL ME1£R SPACER. NEW METER TO BE INSTALLED BY CITY.)

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CON TRACT NO. C01807

SHEET 2 OF 2

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FILE 1\10. 2014-0085