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NO. DES CR I PT! ON ! QUANTITY , UNJT
GRADING AND PAVING CONS_T~~R=U=C~T=IO=N~N=O~T~E=S~---~-------1
f--------1----"-'Ac,K"'ER'---\+ \\_ I S,. \) 1 ~ y..-S WPolrz, 5 '-----J REPLACE SIDEWALK PER CITY OF N. 8. STD-180-L 4,303 S. F.
/ @-1 REMOVE AND DISPOSE OF EXISTING WALK ( 1 PANEL MIN.) 4,&95 S. F.
<o
:c §J u i---= Q:
-<( -~-1------/'f-___'.A:..'.CA'.:M:..'.S_:::_Al'.'.:"Lc.__,---i---;, W ORANGE
CO COAST CO'J.E:E
INDICATES AR[A
SHOWN ON
LOCA TICN MAP
1. ALL WORK OETAlLED ON THESE PLANS TO BE F[RfCRMH> UNJER
CON1RACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S
STANDARD SPECt~L PRO\/ISIONS, OR !N THIS CONTRACl'S SPEC~
PRQV;SIONS, BE CONSTRUCTED :N ACCORDANCE W<fH THE "STANDARD
SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCIION," 1997 EDITION
AND SUPPLEMWfS TO DATE.
2. ElllSIING UNDERGROUND UTILITIES ARE SHOWN IS PER AVAJLABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'ilNG
IHl ACTUA'.. LOCAmN, AND ELEVATION IN THE FlELD, PRIOR TO
BEGINNING OF CONSTRUCTION.
3. STATIONING REFERS TO CENTERL:NE Of STREET.
4. EXISTING UNDERGROUND UT:UTIES ARE SHOWN IS PER AVAJLABLE
Rf.CORDS. THE CONTRACTOR SHA.LL BE RESPONSIBLE FOR VERIF'ilNG THE
ACTUAL LOCATION AND ELEVATION IN THf. F:ELO PRIOR TO BEGINNING
CONSTRUCTION OF TrlE NEW FACILITIES.
5. ALL EXPOSED CONCRffi SURFACES SHALL CONFORM IN GRADE, COLOR
AND F!NlS~ TO ALL ADJOINING CURBS AND \'/AL.KS.
6. ALL UNDERGROUND WORK SHAll. EE COMPLilED PRIOR TC PAVlNG OF
STREIT AND DRrv'E\'IAYS.
7. SEWER, vmER AND STORM DR/JN LINE DISTNlCES S!IOW.N IN PROFILE
ftND IN ESTIMATED QUANllflES ARE HORIZONTAL DISTANCES.
8. TrlE CONTRACTOR SHALL REQUEST INSPECTION FROM TrlE PUBLIC 'IICRKS
DEPARTMENl 48 HOURS IN ADVANC, OF PERFORMING ANY WORK AT (949)
644-3311. THE PUBclC WORKS OEPARTMENT INSPtCfOR SHALL ALSO BE
NOTIFJED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF .•NY
CONCRETE FOR CURB & GUTTER SO TH•J THE FORMS CAN BE CHECKED FOR
LINE AND GRAOE AND COMPAR/>BIUTY WITH EXISTING CONSTRUCTION.
9. THE WALLS AND FACE OF ltL EXCAVATIONS GREATER TrlAN Fll'E (5) FEIT
IN DEPTH SIIA'L BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING
OF THE GROUND OR OTHER EQUP✓ALENT MEANS. lRcNCHES OR
EXCAVATIONS LESS THAN FN'E (5) FEIT IN DEPTH SHALL ALSO 8[ GUARDED
WHEN EXAM!n~TION INDICATED THAT HAZARDOUS GROUND MO>'EMENT MAY
A' EXPECTED.
10. THE CONTRACTOR(S) SHALL OBT,IIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK /.S DESCRIBED IN No. 9 ABOVE.
11. tll SEWER PIPES SHAU RI:. 8E.DDED IN ACCORD WITH CITY OF r,.;f#PORT
BEACH STD-106-L
12. WATER MAJNS SHALL HAVE A M:NIMUM OF 30" OF COVER FROM SUBGRADE.
13. ALL CONCRffi SH.'lL BE 540-C-3250.
14. TIIE flFff 1:trA9TfJENT SHALL BE ~011FlED 48 HOURS !N t>DVANCE OF
ALL LAIE CLOSURES.
15. YCP SEWER PIPE MAY BE lJSHJ IN LIEU OF PVC BY SPECIAL PERMISSION
PIPE S~ALL BE MANUFACTURED PER ASTM 0-3034 SOR O'l IS[M F-789.
ALL FITTINGS SHALL DE FRFFABRICATED FULL BODY FITTINGS. PVC SEWER
PIPE BcDDING SHALL BE 3/4" CRUSHED ROCK FROM f/' RFLOW lHE PIPE
TO 1t ABOVE [Hf TOP OF PIPE A\0 SHALL BE CONSOLIDATED BY JffilNG
JffilNG PRIOR TO COMPLETION OF TRENCH BACKFILL.
16. A'..L SE'IIER L:NES TO BE OWNED, OPER.ITED AND MAJNTAINED BY THE CITY
OF NE\VPCRT BEACH SHALL m: v;orn INSPECTED AFTER CLEANING, A!R
TESTING ANO ~ANDRILLING. ALL 11DEO INSPECTION SHALL BE PERFORMED
HY THE CITY UTILITIES DiY,SION. THE DEVELOPER SHALL PAY THE CURRENT
RATE ESTABLISHED BY THE CITY FOR 11DEO INSPECTION. ANY SEWER LINE
FOUND TO BE INSTALLED INCORRECTLY, DEFECTM:, DAMAGED OR OTHER\'/ISE
SHALL BE REP,NRED/REPLACEO AND REINSPECTED, INCLUDING AIR TESl,
MANDRIL AND V,DEO, PRIOR TO ACCEPTANCF.
17. SIX SITS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMIIIfD IO
TH CITY PRIOR TO CONSTRUCTION . NO WORK SHALL BEGIN UtlllL APPROVED
SHOP ORAV,INGS ARE OBTAINED.
BENCHMARK: 0. C.S. 3N-38-70
0. 45 MILE ALONG JAMBOREE ROAD, FROM THE INTERSECTION
OF THE PACIFIC COAST HIGHWAY, TO THE BEGJNNING OF A
CURVE GOJNG NORTHEAST, 18. 5 FT. NORTHEAST OF THE
CENTERLINE BEGINNING OF CURVE MONUMENT, WHICH IS A
BRASS CAP SET IN A CAPPED WELL MONUMENT IN THE CENTER
OF THE MEDIAN, 7 FT. NORTHWEST OF THE CENTER OF THE
MEDIAN, SET AT THE NORTHEAST CORNER OF A 4 FT. BY 4. 5
FT. CONCRETE CATCH BASIN, 0. 4 FT. HIGHER THAN THE
GUTTER. 1995 ADJ. ELEV. = 48.834
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0-----------------~----~---------@---SAWCUT, REMOVE AND DISPOSE OF EXISTING A. C. PA'IEMENT 620 S. F. @r-. REMOVE & DISPOSE OF EXIST. CURB & GUTTER_A_S-NE_E_D_E_D_TO_C_O_NS_T ___ U_II_L_I_T_Y_C_O_N_N_EC_T_I_O_N+----4-0--+--L-. -F.--l
@---c SLURRY BACKFILL MID REPLACE A. C. PER CITY OF N. 8. STD-105-L-A 620 S. F.
@-J REPLACE 8" CURB & GUTTER PER CI TY OF N. B. STIJ-182-L 40 L. F.
29\-----...J SLURRY SEAL & RESTR TPE TO LIMITS SHOWN 3, 980 S. F. ~---~-~~-------------j__ _ _'._ __ ___[ ___ --J
/ STORM DRAIN CONSTRUCTION NOTES
J01-------. INSTALL 18" RCP WITH PIPE BEDDING PER CITY OF N. B. STD-106-L 390 L. F.
/ @-INSTALL 18" RCP WITH EXTRA 1 1/2" co~c. ADDEO TO INVERT, PIPE BEDDING PER CITY OF N. 8. STD-106-L 66 ~ ~ Cl7NSTfll/CT CUfl15 ACCESS flAIV? ?Ell' C/TY S,P I 13 f -L -.4 f _A_ic_v_,!/_/t._S_t?,_W_S_i,,7,_._&,_,4-----1------:2---l--E-A-.--l
L. F.
PUBLIC VVORKS
®--CONSTRUCT 21' CURB INLET TYPE OL PER CIIY OF N. B. STD-306-L. CONSTRUCT
DEPARTMENT CATCH BASIN MONOLITHICALLY WITH DECORATIVE SIDEWALK. SEE LANDSCAPE ' I~ • PLANS FOR JOINTlNG, FINISH AND C_O_L_OR_. _________________ ~c.__ ___ 1_-l-__ E_A_. -l l 36'----...J CONSTRUCT 3. 5' CURB INLET TYPE OS PER CITY Of-N. B. STD-306-L. CONSTRUCT
RD.
1. PRIOR TO INSTALLATION, REQUIRED PERl.'!1S SHA! I. BE SECURED FROM
THE CITY BUILDING DEPARThlENT.
7. INSTALLATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 1994
EDITION OF NFPA STANDARD 1S AND THF 1992 ADOffiON OF NFPA STANDARD
24, INCLUQING ANY AMENDMENTS BY THE CITY OF NEWPORT BfcACH flRE DEPT.
WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTEC1'0N THE FOLLOWING
METHODS OR ASSlMBLIFS A.RE A,CCEPTABLE:
A AN i'JlOVE GROUND ISSEMBLY APPROVED BY T"E WATER AUTHORITY,
PAINED WHITE, AND W,<fH THE VALVES LOCKED IN ,HE OPEN
POSITION. VALVES CONTROLLING MORE TH•N 100 SPRINKLER HEADS SHALL
BE MONITORED TO AN APPRO\rD LOCATION.
8. A BELOW GROUND ASSEMBLY ,•PPROVEO BY THE WATER A',WORIT,' AND
LOCATED IN AN APP!<OVcD VAULT. THE LAST VALVE ON THE ISSEMBLY
SHALL BE CONTROLLED BY AN APPROVED POST INDICATOR Dl,1Cf.
THE POST INDICATOR DEV1CE SHALL BE PAJNTED WHITE,
LOCKED IN THE OPEN POSITION ANO IF CONTROLLING MORE THAN
10D SPRINKLER HEADS MONllOREO TO AN APPROVED LOCATION.
C. THE LOCATION or CONTROL OEVTCES Sfl'lL BE APPROVED BY THE CITY
?IRE DEPT. AND THE WATER AUTHORITY.
4. APPROVED FlRE DEPARTMENT CONNECTIONS (FOO) SHALL BE LOCATED WITHIN
25' OF A PUBLIC FIRE HYDRANT. TrlE FDC SHALL BE ORIENTED TO FACE THE
FIRE OEPARTME~1 ACCESS ROAD. THE mo SHALL BE PROPERLY SUPPORTED
AND SHALL BE PROTECTID rROM MFCHANICAL iNJURY. THE SiZE OF PIPING
ANO THE NUI.IBER OF INLETS SHALL BE APPRO'sID BY Tl·I r.RE DEPl.
FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WHITE.
5. PER NEWPOR1 BEACH FIRE DEPARTMENT SlANDARO NO. F-1, REQUIREMENTS
FOR IDENTIFlCATION S!GNS AT FlR[ DFPARTMl:.Nl CONNECTIONS, ARE t,S FOLLOWS:
A. SIGNS SHALL BE CONSTRUCTED OF A DURABLE MATERLsL, PREFERABLY MITAL
8. SIGNS SHAJ.L BE A MINIMUM OF FOUR INCHES H:GH BY EIGHT INCHES \~DE.
C. LE1TERING ON THE SIGN SHALL BE .AT LEAST ONE INCH IN HEIGHT ON A
CLEARLY CONTRASTING BACKGROUND.
0. SIGNS ARE TO BE PERMANENTLY MOUNTED ON THE BUILDING ADJACENT TO THE
r".D.C. OR ON THE F.D.C. AND MUST EE V!S:BlJ. FROM THE ADJACENT ROAD'.'/AY.
E. ALL SIGNS MUST STATE TH[ ADDRfSS 0~ THE BUILDING BEING SERVED AND
IDENTIFY THE TiPE CF SYSTEM SERVNG THE BJILOING. S[E FIRE DEPT
STD. NO. f-1 FOR SIGN OCTMS.
6. EVERY SPR,NKLER SYSTEM SHJ\'..L HA\I A SEPARATE CONNECTION FROM THE
PRNAIT ffRI:: MAIN.
7. WHERE IT IS IMPRACTICAL TO PRO'~JE A POST INDICATOR VALVE, VALVES
SHALL BE PERMITTED TO BE Pi.ACED IN VALVE ROOMS ACCESSIBLE FROM
EXTERIOR, ON EXIER10R RISERS OR ON INTERIOR RISERS WITH INDICATING
POSTS A,RANGED FOR OUTS;DE OPERATIONS, OR IN PITS WITH PERMISSION
OF THE AUTHORITY HA\1NG JURISDICTION.
8. PRNATE FlRE HYDRANTS SHALL BE AN APPROVED WIT BARREL STYLE \'/ITH
A MINIMUM OF ONE 2-1/t ANO ONE 4" OU'TLIT. All OUTLETS SIIALL RF
PROVlDEO WITH NATIONAL STANDARD THREADS. ALL FlRE HYDRANTS SPALL
BE INSTALLED ON A 6" RISER. 4" OUTLIT(S) SPALL FACE TOWARD FIRc
DEPARThlENT ACCESS ROADS. THE LONES[ OPERATING NUT SHALL BE
LOCATED A MINIMUM OF Hi" ABOVE GRADE AND HYDRANT FLANGE(S) A
MINIMUM Oc t AOOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED A
MINIMUM 40' FROM ALL STRUCl\lRES. A KEYED GATE VAL\I SHALL BE
PROVlDEO FOR EACH IIYDRAN1 IN AN ACCESSIBLE LOCATION (VALVES SH>ll
NOT BE LOCATED IN PARKING STAU..5).
IMPROVEMENT PLAN FOR
888 SAN CLEMENTE DRIVE
APPROVED: wwill DATE: /-14-9'2
PUBLIC WORKS DIRECTOR
APPROVED:
APPROVED:
UTILITTES ~.C.L 'Fl
~o ~~,Y
FIRE MARSHAL (FOR PRIVATE UNDERGROUND FIRE SYSTEM)
DATE: _,l'-+/-'-'1-e.::ifc:,qq...L-_
AGENCY NUMBERS
9. LARGE PRIVATE FIRE SERVIC, l,!AJN SYSTEMS SHAU. HAVE POST INDICATOR
lYPE SECTIONAL CONTROLLING VN..VES AT APPROPRl~TE po:NTs IN ORDER TO
P:::RMIT SECTION,6LIZING TH[ SYSTEM IN WE EVE\'T OF A BREAK, OR FOR TH:::
MAKING OF REPAIRS OR EXTENSIONS.
10. ALL PIPE SHALL BE APPRO>ID FOR USE IN "FlRE SER'~CE SYSTEMs",
CLASS 200 MINIMUM. ALL FERROUS METAL PIPE SHAU RE I :NED.
ALL FERROUS PIPE AND FITTINGS SHALL SE PROTECTED \'/ITH A LOOSE 8-MIL
POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH l'
TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED ~OINT ACCESSORIES
SHALL BE CLEANED AND lHOROUGHLY COATED \'/ITH ISPHALT OR OTHER
CORROSION RITAROING MATERIAL AFTER ISSEMBLY AND PRIOR TO POLY-lUBL
INSTAUATION.
11. A MINIMUM OF 36" OF COVER FROM FINISHED GRADE TO TOP 0' PIPE SHALL
BE PRO'~DED ABOVE PIPE. BACffFIL-L. Sf/AU BE r"ffE& OF ANY PEBRJS TO TIIE SATISl7/C71CW OF 17/E C/77 INSP'ECTM.
12. /J'PRO>ID PIPE AND FITTINGS SH.'.LL BE INSTALLED UNDER BUILDING
FOOTINGS. ADEQUATE CLEA!iANCE SHALL BE PROVIDED OVER PIPE ANO
FJTT1NGS TIIAT RUN UNOFR FOOTINGS TO PRE,'ENT OM.IAGE FROM BUILDING
SffiLING. A MINIM.UM OF '£ CLEARANCE SHALL BE PROVlDED l'IIIERE PIPE
PASSES THROUGH THE FLOOR OR WALL. UNQERGROUND PIPING SERVING F:RE
SPRINKLER RISER SHALL TERMINATE WITflN 11f OF ,IN EXTERIOR \'/ALL MO 6"
ABOVE FINISHED rLOOlt
13. THRUST BLCCKS OR OTHER IPPROVED METHOD OF THRUST RESTRAINT Sfl'.LL
BE PRO'~OED WHEREVER P:PE CHANGES OIRECllON.
SEE CITY OF N.B. STD-510-L-A FOR DETAILS.
UNPEP:GflOl//>//7 rifle SYSTEM CO/(TRACTC'l'i"'
/(ANA l"'/?cLINE • I 7Z e. O.'rAlv'6'tE=orrr"E, PL.AC£1v'✓IA '4" L/C. # 4~/487 • C"7NT'Acr,· P'Al'c !{OURY (714)98.,-/400
FIELD INSPECTION NOTES AND REQUIREMENTS
1. A FINAL INSPECTION IS REQU'.REO. SCHEDULE ALL 'NSPECTIONS AND TESTS
FORIY-EIGHT (48) fOURS IN ADVANCE BY PHONING (949) 644-3107.
2. ,HE TRrnCH SHALL BE [XCAVATED FCR THRUST BLOCKS NID INSPECTED
PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CA.RE
SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT
FITTINGS ANO JOINTS ,o\R[ NOT FJURlfD ll-.J CCNCREE.
3. A HYDROSTATIC TEST (JV/0 HUNDRED PSI PRESSURE FOR lV/0 HOURS OR FIFTY
PSI OVER THE MIN'I.IUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED ANO
FIFTY PSI) SHALL R[ WITNESSt:.D BY AN INSPECTOR BEFORE BACKFU AND SOIL
COMPACTION. THE TRENCH SHALL BE BACKFILL'□ BElWEEN JOlt/15 B[FORF
TESTING TO PREVENT MOVE!,IEN1 OF PIPE.
4. THE SYSTEM SHALL BE FLUSHED il!OROUGHLY BEFORE CONN[CTICN IS !/ADE
TO EX;STING SYSTEM Sl\18 01/lS. FLOW RATE SHALL BE A MIN'MUI.I OF 10
FT /SEC THROUGH NOT cESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT
SHALL B:: ?ROVILlED BY THE CONTRAC10H 10 fNSURE SAFETY. THE FLUSH
SHALL BE WITNESSED BY .AN INSPECTOR.
5. PRrv'ATE nRE HYDRAN1S, Sl'RINKLER CONTROL VALVES, DETECTOR CHECK
ISSEMBUES POST IN01CATOR V.•LVES, ANO FIRE DEPARTMENT CONNECllONS
SHALL BE PAINTED WITH 2 COATS OF WHITE, RUSTOLEUM #2766 PAINT.
6. All CONTROL VP.I VFS SHALL BE PROVIGEO WiTH PERIJANENT s:GNS THAT
CLEARLY INDICATE THE BUILDING, SYSTEM A'ID FUNCTION Tl-IE W.I Vf-SFHVES.
7. ALL FIRE SPHINKLER SYSTEM CONTROL VALVG (INCLUDING OITECTCR CH[CK ISSEM□t Y VALVG), SHALL EE SUPERVISED BY A CENTRAL ALARM SYSTEM
APPROVED BY THE CITY OF NcWPORT BEACH FIRE □rPL
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
( 800) 427-2000
( 714) 895-0221
611
CITY OF NEWPORT BEACH (SEWER & WATER)
COX COMMUNICATIONS
LOCATION MAP
v'O
"'".:--i -PROJECT '1-
, ~ LOCATION
( 949)
( 949)
t:
"" '-i.~"'-===-c--1;;: SAN CLE!.! NTE DRIVE c,
"' C N
FASHION
ISLAND
644-3011
716-2344
t
1 N.T.S.
NO.
1
2 BASIS OF BEARINGS
A PORTION OF THE ul.'u'J~O!RlT Ali\'IT li\'I01l"DC!E n:o-~&r
SHEET
TITLE SHEET
WATER PLAN
SEWER PLAN
PRIVATE STORM DRAIN PLAN
3
4
CENTERLINE OF SAN CLEMENTE
DRIVE BEING N81"42' 03"1'/ AS
SHOWN ON P. M. 82-712, JN
BOOK 175, PAGE 23 OF
CODE REQUIRES A DIGALERT IDENTIFICATION , \' DIAL TOLL FREE STORM DRAIN and SEWER PROFILES
SAN CLEMENTE TRAFFIC CONTROL PLAN
5
6 NUMBER BE ISSUED BEFORE A • PERMIT TO 1 SQQ 227 2600
EXCAVATE." WILL BE VALID. FOR YOUR DIGALERT ' ---
PARCEL MAPS OF THE COUNTY
OF ORANGE, CALIFORNIA
4. 07 ACRES /
SECTION 4216/4217 OF THE GOVERNMENT =~~m9'' ¾. ~-
TOLL FREE 1-800-422-4131 TWO WORl(ING ;· c ·, AT LEAST 1'110 DAYS
DAYS BEFORE YOU DIG. BEFORE YOU DIG
UNDt.HCROUND SEf.iVlCE ALERT o::-SO~HERN CALIFORNIA RECORD DRAWING
SITE AREA=
CITY OF NEWPORT BO.CH CITY OF NEWPORT BEACH
-
PREPARED BY,
THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT ,;;;:y,~ssioJ;::rl~ lt§JI u[]=[l!E G-Z~~u[]=[I C(Q)IMiJ!p)AINJ~~~
AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. 1,,!;i; 1-S • Jo~<}}!
DEVE.LOPER,
CATCH BASIN MONOLITHICALLY WITH DtCORATIVE SIDEWALK.
PLANS roR JOINTING, FINISH AND COLOR.
SEE LANDSCAPE
3 EA.
®-CONSTRUCT R[INFORCED CONCRETE COLLAR PER CITY_O_F_N_._B_. _S_TD_-_3_1_3-_L _______ +--___ 3_-+ __ E_A_.--l
38'----...J CCNSTeUCT JUNCTION STRUCTURE TYPE 1 PER CITY OF N. B. STD-310-L 2 EA.
®-CONNECTION ASSEMBLY ( SEE LOW FLOW PLAN-SHEET CJ OF PRECISE GRADING PLMJS)
41 NOT USf:.D
<ffei'r CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CITY OF N. a. STD-314-L
INSTALL CONCRETE FILLED MANHOLE COVER, ALHAMBRA FOUNDRY #A-1533 5/>------s
®-CONSTRUCT 4" PVC (SOR 35) STUB ( 4 L. F.) AND CAP FOR FUTURE TREE SUBD'IAIN
3
2
4
EA.
EA.
!:A. CONN!:C!ION. SEE LANDSCAPE PLANS FOR CONTINUATION. -------------+-------1-----l
541-----; CONSTRUCT 8" PVC (SDR 35) STUB ( 4 L. F'.) AND CAP FOR FUTURE TREE SUBDRAJN
CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION. 1 EA.
~
WATER CONSTRUCTION NOTES
L. F. ®-INSTALL
611-----...J INSTALL
2 1/2" TYPE "K" COPPER TUBING TO LIMITS SHOWN I 57 ---------------------'-------+-----!
2" DOMESTIC WATER SERVICE AND METER PER CITY OF N. B. STD-503-L 2 FA.
INSTALL 2" BACKFLOIY PRE'ltNTOR PER CITY 01 N. B. STD-520-L 2 EA.
L. F. 631----' INSTALL 4" PVC IYAT[R LINE, SDR-14 (CLASS 200) PER CITY OF N.8. STD'S. 11 ----------------,------+----! ®-INS/ALL 8" PVC WATER LINE, SDR-14 (CLASS 200)
651-----...J Pl UG END FOR FUTURE BUILDING CONNECTION
PER CITY OF N. 8. STD' S.
@-INSTALL FIRE HYDRANT ASSEMBLY PFR CITY OF N. 8. STD-500-L,
WITH RESILIENT WEDGE GATE VALVE
67\-----...J REMOVE VALVE AND INSTALL BLIND FLMIGE AT CROSS
514
2
1
1
16
5
L. F.
EA.
1
i EA.
EA.
L. F.
EA.
@-SLURRY FILL ABANDONED PIPE WITH 1 SACK SLURRY
@---CONSTRUCT DUCTILE IRON BEND, (FITTING TYPE PER PLANS)
; AND THRUST BLOCK PER C /TY OF N. B. ST0-510-L -A 0[)-CONSTRUCT 8"x 4" DUCTILE IRON TEE, MJxMJ W-I-TH_R_E_T_A-IN_E_R-GL_A_N_D_S--------+-----+------1
AND THRUST BLOCK PER CITY OF N. B. STD-510-L-A J
7t \,.____J INSTAii 8" POST INDICATOR VALVE ASSEMBLY PER CITY OF N.B. FIRE DEPT. STDS.
CONSTRUCT B"x 8" DUCTILE IRON T[[, MJxMJ WITH RETAINER GLANDS
2 EA.
®-AND THRUST BLOC!( PER CITY OF N. B. STD-510-L-A 1 EA.
@'-----'
®-
INSTALL 8" DOUBLE CHECK DETECTOR PER CITY OF N. 8. STD-517-L 1 EA. ------------------1-------+-----I
INSTALL 6"x 2}"," FOUR-WAY Fl.RE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 1 EA.
/5 \,.____J REMOVE EXISTING FIRE HYDRMJT ASSEMBLY MIO GATE VALVE. INSTALL BLIND FLANGE AT TEE.
RETURN ABANDONED MATERIALS TO CITY UTILITIES YARD AT 949 IV. 16th STRE~E.T.__ ____ ...J-----'1--l---=E"-'A,_. -l @-HOT TAP AND JOIN EXISTING 12" WATER PER CITY OF N. B. ST0-507-L 1 EA.
771-------. CUT & CAP EXIST. 8" WATER STUB AT METER SHUT'--~O'-F_FS~P-=Ec..R_C'-'I'-T_Y_O.:cF-'-N-'-. "'B.'-'S'-T"-D~S. ___ -'----~1--'---'EceA,,_. _1
SEWER CONSTP.UCTIO._._N_____..N-=O'-'"TE=S'----------~---~---1
80'----' CONSTRUCT 8" V. C. P. EXTRA STRENGTH SEVIER LINE PER CITY OF N. B. SPECIFICATIONS 169 I. F.
®--CONSTRUCI 48" STANDARD MANHOLE PER CITY OF N. 8. STD-401-L 3 EA~
82'----' CONSTRUCT 6" PVC (SDR 35) SEVIER LATERAL PER CITY OF N. 8. STD-406-L 27 L. F. ~ CONSTRUCT SEWf:.R CLEANOUT PER CITY OF_N ___ B ___ S_TD_4_0_6_L ____________ +-----1--+--E-.A-.--l
..
84'-----s CONSTRUCT CITY-SUPPLIED B" CAST IRON CLEANOUT PER CITY OF N. 8. STD-406-L I EA.
CONSTRUCT 8" V. C. P. TERMINAL CLEANOUT PER Cl I Y OF N. B. STD-400-L
86 INSTALL PVC SFIVER CAP FOR FUTURE BUILDING CONNECTION
@-7oIN EXISTING 8" VCP SEWER MAIN
881----1 REMOVE AND DISPOSE OF EXISTING 8" VCP SEWER MAIN AFTER CONSIRUCTION,
AND ACCEPTANC[ OF NEW MAIN.
®-REMOVE AND DISPOSE OF EXISTING SEWER MANl!OLE
90'----...J REMOVE AND DISPOSE OF EXISTING SEWER CLEANOUT
(91)-REMOVE AND DISPOSE OF EXISTUJG 6" VCP SEWER LATERAL
INSPECTION
2
2
2
97
1
1
63
EA.
EA.
L.1.
EA.
EA.
L. F.
~{OTE TO CO;,sff!ACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED.
-0-
0
'd'
D
----0---
-
-x-x-x-
@
POWER POLE
MANHOLE
FIRE HYDRANT
METER BOX
VALVE
POWER POLE ANCHOR
MONUMENT
FENCE
BLOCKWALL
0
00
..LLL. .LLL .llL .llL
I I
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICKWALK
CONCRETE
BUILDING
EXISTING CONSTRUCTION
PROPERTY UNE
NEW CONSTRUCTION
---~---
----s -·
-----\,J-----
___ G __ _
--[-
-TEL-
-TV--
-SP--
:0:
TITLE SHEET
CENTERLINE
SEWER UNE
WATER LINE
GAS LINE
POWER LINE
TELEPHONE LINE
CABLEVISION LINE
SPRiNKLER SYSTEM
STREET LIGHT
THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND r!j/j}v {i:5ii, Civil Engineering• Land S:..rveying l> 2955 Red ~m 11 .. ~nue
~'" ll-~~~P-----+~~===~=-· ACCURACY. L.LJ rr Mapping• Environmental Services Costa Mesa, CA 92626
c'l /2\ 5 .zz 00 AS-.BWt.r P'?AN'S. /'fe///Se/7 8" rifle ,:..JIVE ALl&NMewr ON SJ{E.E'r::?. AS-BU/Lr . ·;, / / / _ _,L_ =;; No. 47L47 ~ ~ PATRICK K. OSBORNE Water Rcsourccs•Land Planning (711)510-0800
BJPE/v'At.ls' ACCe55 l'fAM?=i ON SI/EET,2,~A~---------------+----+----1 APPROVED/;,-.-./ / _#~;;v--~-/,11/L/.9, 1,{( c,p .• 2131199 * PROJECT MANAGER 550 NEWPORT CENTER DRIVE
THE ~RV~NE COMPANY
888 SAN CLEMENTE DRIVE
IMPROVEMENT PLAN
PARCELS 1-3 OF P.M. 82-712 AND PARCEL 1 OF N.B.L.L.A. 95-3
i· REV/SEP ti'UANT717ES Fv'R rVCJTc:5 5 f 2-Z. AP'P'EP coNsr NorE 31 -Sll£Er I ) PU~f/OFl<s ENGINEER ' DATE ~¾\,.,. c1v11 . 4,,." , I' .1 . 1, NEWPORT BEACH, CALIFORNIA ~ Ii\ f/·/0•9!1 APPEi? Orr-SITE 5//?EW.,!/L-,'( P"t..41'/ TO SET -SIIEET& __ A ______ +--~~+-.c~=-1 APPROVED M'"L . _f/. /.. ~.J)_, U0'" ,l l.0-._{~ /I 'efJ-1-,.-..-/?../~a;~~ CITY OF NEWPORT BEACH ~ fV'11 nA7iT.. R'n11c111Mc Ann O,lA7iT 1 / u)99 "I. .. ,✓,, (949)720 2200 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6
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ENCROACHMENT PERt.llT NO, XXXXXXX
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MIN.
__.--6"x 2;,f FOUR-WAY FIRE DEPT
POTTER-ROEMER MOD[L 5781
OR APPROVED EQU/VALrNT
---SIGN SHALL READ:
SPRINKLER SYSTEM
888 SAN CLEMENTE DRIVE
MITAL SIGN WITH 1" HIGH
LITTERING ON A CLEARLY
CONTRASTING B!,CKGROUNO;
PERMANENTLY MOUNTED
CONNECTIOI✓·,
FIRE DEPT. CONNECTION
NOT TO SCALE
GRADING AND PAVING CONSTRUCTION NOTES
0---REPLACE SIDEWALK PER CITY OF N.B. STD-180-L
~ REMOVE AND DISPOSF OF EXISTING WALK (1 PANEL MIN.)
@-SAWCUT, REMOVE AND DISPOSE OF EXISTING A.G. PAVEMENT
~ REMOVE AND DISPOSE OF EXIST. CURB & GUTTER AS NEEDED
TO CONSTRUCT UTILITY CONNECTION
@-----
SLURRY BACKFILL TRENCH AND REPLACE A.G. PAVEMt.Nl
PER CITY OF N.B. STD-105-L-A
REPLACE 8" CURB AND GUTTER PER CITY OF N.8. STD-182-L
WATER CONSTRUCTION NOTES
/NS/ALL 2/," TYPE "K" COPPER TUBING TO LIMITS SHOWN @)-~ @---
INSTALL 2" DOMESTIC WATER SERVICE AND MFTFR PER CITY OF N.8. STD-503-L
INSTALL 2" BACKFLOW PREVENTOR Pt.H CITY OF N.8. STD-520-L
~ ®-~
@-
~
@-~
®-
~
@-
~ ®-~
INSTALL 1-" PVC WATER LINE, SDR-14 (CLASS 200) PER CITY OF N.B. STD'S.
INSTALL 8" PVC WATER LINE, SDR-14 (CLASS 200) Pt.H CITY OF N.B. STD'S.
PLUG END FOR FUTURE BUILDING CONNECTION
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.B. STD-500-L,
WITH RESILIENT WEDGE GA ff VAL 'IE
Rt.MOVE VALVE AND INSTALL BLIND FLANGE AT CROSS
SLURRY FILL ABANDONED PIPE WITH 1 SACK SLUF/RY
CONSTRUCT DUCTILE IRON BEND, (nTTJNG TYPE PER FLANS)
ANO THRUST BLOCK PER CITY OF N.8. STD-510-L -A
CONS l RUCT 8" x 4" DUCTILE IRON TEE, MJxMJ WITH RETAINER GLANDS
AND THRUST BLOCK PER CITY OF N. B. STD-510-L -A
INSTALL 8" POST INDICATOR VALVE ASSEMBLY PER CITY OF N.B. FIRE DEPT.
CONSTRUCT 8" X 8" DUCTILE IRON TEE, MJxMJ WITH RETAINER GLANDS
STOS.
AND Tl/RUST BLOCK PER CITY OF N.B. STD-510-L-A
INSTALL 8" DOUBLE CHECK DETECTOR PER CITY OF N.B. ST0-517-L
INSTALL 6"x 2/," FOUR-WAY FIRE DEPT. CONNECTION PER DETAIL ABOVE
REMOVi:. t.XISTING FIRE HYDRANT ASSEMBLY AND GATE VALVE.
INSTALL /3LINO FLANGE AT T[[. RETURN ABANDONED MATERIALS TO CITY
UTILIT!i:.S YARD AT 949 W. 16th STREET.
HOT TAP AND JOIN EXISTING 12" WATER PER CITY OF N.B. STD-507-L
CUT AND CAP EXIST. 8" WATER STUB AT METER SHUT-OFFS PER CITY OF N.B. STDS.
NOTES TO CONTRACTOR
(121.60) B.O.P. -EXIST. 12" W (D.I.P.)
123.80 T.OP. -PROPOSED 18" R:C.P.
GRAPHIC SCALE
20· a 1□• 4□•
( IN FEET )
1 inch ~ 20' ft.
CITY OF NEJ:PORT BEACH
NEWPORT BEACH
ART. MUSEUM
CITY OF NEWPORT BEACH
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--TT ·: I SEE SHfET Q._FOR SEWER/WATER
\ ·._ • CONSTRUCtlON TRAFFIC CONTROL
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IMPROVEMENT PLAN
WATER
PARCELS 1-3 OF P.M. 82-712 AND PARCEL 1 OF N.B.L.L.A. 95-3
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GRADING AND PAVING CONSTRUCTION NOTES ~ SAWCUT, ,REMOVE AND DISPOSE OF EXISTING A. C. PAVEMENT
®--SLURRY BACKFILL TRENCH AND REPLACE A, C. PER CITY OF N. B. STD-105-L-A ~ SLURRY SEAL & RES/RIPE TO LIMITS SHOVIN
SEWER CONSTRUCTION NOTES
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~ CONSTRUCT 8" V. C. P. EXTRA STRENGTH SEWER LINE PER Cl IY OF N, B. SPECIFICATIONS @-CONSTRUCT 48" STANDARD MANHOLE PER CITY OF N. B. STD-401-L ~ CONSTRUCT 6" PVC ( SD,'I 35) SEVIER LATERAL PER CITY OF N. B. STD-406-L @-CONSTRUCT SEWER CLEANOU1 PER CITY OF N. B. STD 406-L
~ CONSTRUCT CITY-SUPPLIED 8" CAST IRON CLEANOUT ASSFMR/Y PER CITY OF N. B. STD-406-L @)-CONSTRUCT 8" V. C. P. TERMINAL CLEANOUT PER CITY OF N. B. STD-400-L
~ ®-~
INSTALL PVC SEWER CAP FOR FUTURE BUILDING CONNECTION
JOIN EXISTING 8" V. C. P. SEWER MAIN
REMOVE AND DISPOSE OF EXISTING 8" V. C. P. SEWE.'I MAIN AFTE.'I
AND ACCEPT ANGE OF NEVI MA IN.
REMOVE AND DISPOSE OF EXISTING SEWER MANHOLE
REMOVE AND DISPOSE OF EXISTING SEWER CLEANOUT
REMOVE AND DISPOSE OF EXISTING 6" V. C. P. SEWE,'I LATERAL
--========rTI-
GRAPHIC SCALE
20' 0 10' 20'
( IN FEET )
1 inch = 20' f'l
NOTES TO CONTRACTOR
CONSTRUC Tl ON, INSPFCTION
eo·
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CITY OF NEl:?ORT BFACH
·-I :;~~~-- '
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ART MUSEUM
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RECOR DRAWING
888 SAN CLEMENTE DRiVE
IMPROVEMENT PLAN
SEWER
PARCELS 1-3 OF P .M. 82-712 AND PARCEL 1 OF N.8.L.L.A. 95-3
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SEE PRECISE GRADING PLAN
SHEET C3 FOR PRIVATE
LOW FLOW STORM DRAIN
SYSTEM .
GRAPHIC SCALE
10' 20' 40' 80'
! t I I
( IN FEET )
1 inch = 20' ft.
GRADING AND PAVING CONSTRUCTION NOTES
0--------Rt.PLACE SIDEWALK PER CITY OF N. 8. STD-180-L
@-REMOVE AND DISPOSE OF EXISTING WALK (I PANEL MIN.)
®--SAWCUT, REMOVE ANO DISPOSE OF EXISTING A.C. PAVEMENT
@)--REMOVE & DISPOSE OF EXIST. CURB & GUTTER AS NEEDED TO
CONSTRUCT UTILITY CONNECTION
®-@-
SLURRY BACKFILL AND REPLACE A.C. PER CITY OF N.B. STD-105-L-A
REPLACE 8" CURB & GUTTER PER CITY OF NB. STD-182-L
STORM DRAIN CONSTRUCTION NOTES
@---INSTALL 18" RCP WITH PIPE BEDDING PER CITY OF N.B. STD-106-L
·"C..~ -
-"::"<-.-:::-,~
<\::-
"•-··:' --.. "·>-
@-INSTALL 18" RCP WITH EXTRA IY," CONC. ADDED TO INVERT.PIPE BEDDING PER CITY OF N.B. STD-106-L
®---
®-
®---
®-
®--®-®-
®--
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INSTALL 12" PVC-SOR 35, TRENCH AND BEDDING PER DETAIL A/4
CONSTRUCT 21' CURB INLET TYPE OL PER CITY OF N.B. STD-306-L.
CONSTRUCT CATCH BASIN MONOLITHICALLY WITH DECORATIVE SIDEWALK.
SEE LANDSCAPE PLANS FOR JOINTING, FINISH AND COLOR.
CONSTRUCT 3.5' CURB INLET TYPE OS PER CITY OF N.B. STD-306-L
CONSTRUCT CATCH BASIN MONOLITHICALLY WITH DECORATIVE SIDEWALK.
SEE LANDSCAPE PLANS FOR JOINTING, FINISH AND COLOR.
CONSTRUCT REINFORCED CONCRETE COLLAR PER CITY OF N.B. STD-313-L
CONSTRUCT JUNCTION STRUCTURE TYPE 1 PER CITY OF N.8. STD-310-L
CONNECTION ASSEMBLY (SEE LOW FLOW PLAN-SHEET CJ OF PRECISE GRADING PLANS)
CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CITY OF N.8. STD-314-L
INSTALL CONCRETE FILLED MANHOLE COVER, ALHAMBRA FOUNDRY #A-1533
CONSTRUCT 4" PVC (SOR 35) STUB (4 L.F.) AND CAP FOR FUTURE TREE SUBDRAIN
CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION.
CONSTRUCT 8" PVC (SOR 35) STUB (4 L.F.) AND CAP FOR FUTURE WALL DRAINAGE
SYSTEM. SEE PRECISE GRADING PLAN SHEETS CJ & C9.
tl:,,45'00'00"
R~22.50'
EX/SJ: JO" RCP
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11+47.12 BC
fl=38'08'23"
1?~22.50'
L=/4 98'
T=l.78'
ifC:ri 112::.
11+34.87
CITY OF 1/EIIPORT BEACH CITY OF NEWPORT BEACH
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT
AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY.
THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND
ACCURACY.
-----
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~o Civil Engineering•Land Surveying ► 2955 Red Hill Avenue
/~ "' No. 4 Mapping•Environmental Services Costa Mesa, CA 92626
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888 SAN CLEMENTE DRIVE
IMPROVEMENT PLAN
PRIVATE STORM DRAIN
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PARCELS 1-3 OF P.M. 82-712 AND PARCEL 1 OF N.B.L.L.A. 95-.3 1----------------------,-----------------I
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2 '2 5/22/()0 AS-8(1/LT· NO Cl!AN'GES. or1-'.RiJce,.,t.,(; ,· •. ;f'"tf~~~ .. • /?i/]":/(,v CITY OF NEWPORT BEACH 1--------=-----=---i· 0 NO DA r,· RE=v~1~s~1~0~-------+----cAP.~'P.-=--if--cc-,~rE=-1 'l.11 , .. ., ~ • Pusuc woRKs DEPARTMENT SHEET 4 OF 6 l1_, _____________________ J...:~·_,Jl,.:;;,:.:..;,;C:..J., _______ :.:,:;..:;.:,.;;;;.:_;;:,;'N.:.:,'.S;;;_' _____ .!,;;N;;!.O~.--L.:.:.:..:..·:...J.,;;;O~,4..:..:;,..L, ___ ~:,__,i;~~~~:,_-------~DA:,;:JE;,......L, ______ ..J._,:;:D:;;:,0U;;;;;;G::,:;LA~S;,;,l::,;,J . ..:J:;;:,0:,:f-l;;,;S:;;;:0J'l:;:,'_;,;R;;;;.C;,;;;.E;,;. . .;;,4,;_;74;,;;4.;_7_:;(;;;,;EX;:_P,;_ • .;,;12~/_;;;3~1/_;;9,;;;9):...J.--------------.1...~_;;;;;;;;;;.,;;,...;;;;;;;;;;;;;;_~...;;;;;;;;;;;;;..J[
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DATE REVISIONS NO.
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APP. DATE
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CITY OF NEWPORT BEACH
THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT
AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY.
THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND
ACCURACY.
APPROVED
APPROVED
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KEITH COMPANIES
Civil Engineering• Land Surveying
Mapping• Environmental Services
Wat Resources• Land Planning
~
► 2955 Red Hill Avenue
Costa Mesa, CA 92626
(714)540-0800
/"Z/3D/,y
R.C.E. 47447 (EXP. 12/31 /99)
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PROFILE
HORIZ. 1"
VERT. 1"
888 SAN CLEMENTE DRIVE
IMPROVEMENT PLAN
STORM DRAIN and SEWER PROFILES
---"
--' -
20'
4'
PARCELS 1-3 OF P.M. 82-712 AND PARCEL 1 OF N.B.L.L.A. 95-3
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 5 OF 6
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DELINE:ATORS AT
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DEVICE WITH SIGN C20 LEFT
AND SIGN C21
NEWPORT BEACH
ART MUSEUM
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TRAFFIC CONTROL PLAN for .SAN CLEMENTE DRIVE
CITY OF NEll'PORT BEACH APPIIOVED
,-n 0'~
o. 47447 2:: =
, 12/31 /99 *
PREPAREI.> BY:
■ THE KEITH COMPANIES
Civil Engineering• Land Surveying ► 2955 Red Hill Avenue
Mopping• Environmental Services Costa Meso, CA 92626
Water Resources• Land Planning (714)540-0800
NOTES
1) TRAFRC CONTROL TO BE PLACED IN CONFORMANCE
WITH WA.T.C.H. MANUAL SPECfRCATfONS.
2) WORK HOURS SHALL BE BETWEEN 9=00 A.M AND
3=00 P.M ONLY.
3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKFILL
WORK AREAS DURING NON-CONSTRUCTION HOURS.
4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED
FROM THE ROADWAY BY 3:00 P.M. EACH DAY OF
OPERATION.
200'
GRAPHIC SCALE
20
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INST ALiL SIGN
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IMPROVEMENT PLAN :
TRAFFIC CONTROL c
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:,;vc•~ 14, 1939 CIVIL 'fF-" 1, , . , ll ; . r / •. ,. CITY OF NEWPORT BEACH 1-------=-----=----I•
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ART MUSEUM
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SAN CLEMENTE ACCESS RAMP B SCALE: 1";;;;;; 1 O'
NOTES:
1) PROTECT EXISTING CURB AND PULL BOXES IN PLACE.
2) CONSTRUCT GAS[ "Et RAMP PER CITY OF N.B. STD-181-L-A
(MOD/Flf'D PER DETAIL ABOVE).
J) DO NOT CONSTRUCT GROOVING ON SLOPf'D PORTION OF RAMP
(HERRINGBONE). DISREGARD NOTE No. I I OF STANDARD PLAN.
NO.
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CONSTRUCTION NOTES
\ [Lt:;] CD--CONSTRUCT SIDEWALK PER CITY OF N.B. ST0-180-L
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®--CONSTRUCT CURB ACCESS RAMP PER DETAILS HEREON
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20· 0 IQ' 20' 40' 60' ~ I 1 -l ___ ~I
( IN FEET )
1 inch = 20' ft.
11/10/99 ADDED SHffT 6A (THIS SHffT) TO PLAN SU
DATE REVISIONS NO.
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CITY OF NEIIPORT BEACH
APP. DATE
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CITY OF NEWPORT BEACH
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT
AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY.
THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND
ACCURACY.
Al'l'RO'icD /c:.l_.i d~/ ~-
Al'l'RO'icD ~!f j:::::ER ,,-.-J·--,,,
DATE
"P-» UTILITIES ENGINEER
/I• IS ~ ....
DATE
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PREPARED BY:
The Keith CompanieslTI<C
2955 Red Hi 11 A 'tenl.'e, Cost a Mesa, CA 92626 ( 714) 540-0800
R.C.E. 47447 (EX .
i ,8-09
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888 SAN CLEMENTE DRIVE
IMPROVEMENT PLAN
OFF-SITE SIDEWALK
LOT 1 OF N.B.L.L.A. 98-12
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 6A
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