HomeMy WebLinkAboutR_5867_SVICINITY ~,1AP :
NOT TO SCALE
I
1
PROJECT
LOCATION •----
191H ST.
INDE)( Of SHEETS
SHEET NO.
1 TITLE SHEET
2 PLAN AND P!<OFIL[
3 STRIPING PLAN AND
SYMBOL LEGEND
---0-POWER POLE
0 MMJHOLE
'ti FIRE HYDRANT
0 METER BOX
-0---VALVE
POWER POLE ANCHOR
MONUMENT
-x-x-x-FGJCE
BLOCKWALL
0 TREE
OCJ SHRUBBERY
.,,,_ ""'.,,, .,,,_ ASPHALT PAVEMENT ™ BRiCKWALK
-"--SIGN
L ..... ~.==i A.C. PAVEMENT
DESCRIPTION
OF 29TH STREET
DETAILS
CONCRi:.lE
~t'.t-✓1««31 BUILDING ----EXISTING CC:JSTRUCT!ON
NEW CONSTRUCTION
___ q._ ___ CENTERUNE
----S----SEWER LINE
------',/-WATER LINE
---G----GAS LINE
---l--POWER LINE
-TEL--TELEPHONE LINE
-TV--CABLEVISION LINE
-SP--SPRINKLER SYSTEM
µ STREET LIGHT
FULL DEPTH A.C. PAVEMENT
Llf~?~~ UT!UTY TRENCH
LIMITS OF 6" THICK CONCRETE
PAV!NG IN SIDEWALK AREAS.
EMERGENCY TELEPHONE NUMBERS
AGENCY NUMBERS
"£,WP
'
E... • V
(. o I
10 ~-::Cr/
}Q /
C> --~// ! FOR,\ 1/
INDEX ~AAP :
SCALE: 1" = 1 oo·
----~/~ 30TH STREE~T ____ _
.
PUBI_jIC DEP ARTl\AENT
NOISE ~,11TIGATION NOTES :
1. THE HOURS OF OPERATION OF EQUIPMENT THAT PRODUCES SIGNIF!CANT NOISE OR LEVELS NOTICEABLY
ABOVE GENCRAL CONSTRUCTION NOISE BE LIMITED TO BEiWEEN THE HOURS OF 7:00 a.m. NJD 6:30 p.m.
2. ALL CONSTRUCTION EQUIPMENT SHALL BE MUFFLED AND SHALL BE MAINT/\INED IN GOOD WORKING ORDER
TO REDUCE THE EQUIPMENT-RELATED NOISE GENERATION.
3. IF HEAVY CONSTRUCTION ACTIVITIES OCCUR ADJACENT TO NOISE srnSITIVE LAND USES, THE TEMPORARY
NOISE BARRIERS SHOULD BE lfJSTALLED TO PROTECT THOSE LAND USES DURING THE PERIODS OF LOUDEST
CONSTRUCTION EVENTS.
4. ALL CONSTRUCTION ACTIVITIES WILL COMPLY WITH .~PPLICABLE STATE AND LOCAL CONSTRUCTION NOISE
REGULATIONS.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR :
2.
3.
4.
THE EXiSTENCE AND LOCATION OF /\NY uNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE GEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCF:PT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTiES
AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN
OfJ THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, NJD ANY DAMAGE TO THESE
LINES OR STRUCTURES.
THE CONTRACTOR AGREES TH.1\T HE SHALL .•.SSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY; THAT THIS REQU;REMENT SHALL APPLY CONT:NUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS AND THAT THE COWRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE OWNER ANO ENG:NEER HARMLESS FROM ANY AND ALL LIABILITY. REA.L OR ALLEGED.
!N CONNECTiON WITH THE PERFORMANCE OF WORK ON THlS PROJECT. EXCEPT!NG FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG,NEER, OR ANY PUBLIC AGENCY.
THE TOP CURB, FINISH SURFACE, ~.ND FLOWLINE ELEVATION FOR ALL PROPOSED CURBS AND
GUTTERS AS SHOWN HEREON WERE DERIVED FROM !NTERPOlATiON/EXTRAPOLATION CALCULATIONS
BASED UPON A TOPOGRAPHY SURVEY GRID OVER THE EXISTING PARKING AREA. AS SUCH,
THESE PROPOSED ELEVATIONS ARE APPROXIMATE (DUE TO DEV!ATIONS IN THE EXISTING PAVEMENT
WHICH MAY OCCUR BEW/EEN OR BEYOND THE E'XISTING GRID SHOTS). THUS, WHILE FORMING
SAID CURBS AND GUTTERS, THE CONTRACTOR SHALL CONTINUOUSLY CHECK HIS WORK TO
VERIFY THAT:
1. THE TOPS OF PROPOSED CURBS ARE SIX iNCHES /\BOVE THE NEAREST EXISTING PAVEMENT
SURFACE TO REMAIN.
2. THE UPS OF PROPOSED GUTTERS ARE 3/8 INCH BELOW THE NEAREST EXISTING PAVEMENT
SURFACE TO REMAli,.
IN THE EVENT THAT ANY DISCREPANCIES ARE NOTED, THE COflTRACTOR SHALL
CONTACT THE DESIGN ENGINEER PRIOR TO POURING CURBS AND GUTTERS.
CITY OF NEWPORT BEACH
THIS PL~N IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CiTY
AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESiGN ASSW,1PTiONS AND
ACCURACY.
REVIEWED:
7
I / s/z~·cr
RCE 36106 DATE
GENERAL NOTES:
1. THE CONSTRUCTION OF ALL PUBL!C IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS
OF THE NEWPORT BEACH CONSTRUCTION STi\NDARDS & THE STANDA.~D SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, 2004 EDITION AND SUPPLEMENTS.
2. SiATiONING REFERS TO CENTERLINE OF STREET.
3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION & ELEVATION IN THE FIELD
PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES.
4. CURB DATA REFERS TO FACE OF CURB.
5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IM GRADE, COLOR & FINISH TO ALL
ADJOlNING CURBS & WALKS. EXCEPT AS APPROVED OTHERW:SE.
6. ALL UNDERGROUND WORI< SHALL BE COMPLETED PRIOR TO PAVING OF STREET & D,IYEWAYS.
7. PAVEMENT SECTIONS SHOWN ARE MINIMUM & SUBJECT TO REViSiON & APPROVAL Or THE
Ci!Y AS REQUIRED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRAD,NG,
8. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS & ARE !NDEPENDENT OF ALL
OTHER STATIONS.
9. SEWER, WATER & STORM DRAIN L!NES DISTANCES SHOWN IN PROFILE & IN THE ESTIMATED
QUANTITIES ARE HORIZONTAL DIST.ANCES.
10. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS
\
IN ADVANCE OF PERFORMING ANY WORK AT (949) 644·-3311. THE PUBLIC WORKS DEPARTMENT'S
INSPECTOR SHALL ALSO BE NOTIFIED AFfER PLACEMENT OF FORMS & PRIOR TO PLACEMENT OF ANY
CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE & GRADE &
COMPARABILITY WITH EXIST:NG CONSTRUCTION.
11. THE WALLS & Fl,CE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY
GU,ARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTllER EQUIVALENT MEANS, TRENCHES
OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION
INDiCATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS
DESCRIBED IN NO. 11 ABOVE FROM CAL/OSHA.
13. ALL STORM DRAIN, SEWER & WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L.
14. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD.ANCE l'/lTH CITY
OF NEWPORT BEACH STANDARD 510-L.
15. WATER MAINS SHALL HAVE A MINIMUM OF .30" OF COVER FROM SUBGRADE.
16. ALL CONCRnE SHALL GE 560-C-3250.
17. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTiNG OFF
ANY FIRE HYDRANTS AT 654-3106.
18. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVftNCE OF ALL LA.NE CLOSURES.
19, STORM DRAlli PIPE MUST USE TYPE 5 CEMENT TO RESIST SALT WATER UNLESS OHERWISE APPROVED
BY PUBLIC WORKS DEP,\RTMENT.
PLANS PREPARED BY:
D.ATE
~
I
I I
BEMCH ~.1ARI(:
---·----·-·
O.C. BM NO. J782 // BRASS DISC SET IN CONCRETE AT NORTH
EASTERLY CORNER OF NEWPORT (' BOULEVARD AND 29TH STREET.
'°',
ELEVATION 7 .142 FEET NAV 088
"'"' YEAR OF ADJUSTMENT 1989
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASE ON iHE
CENTERLINE OF 30TH STREET FROM THE VILLA
WAY CENTERLINE TO THE lAYFAYETTE AVENUE
CENTERLINE BEING NORTH 89'48'05" WEST AS
SHOWN ON TRACT NO. 16292 FILED !N BOOK
836, PAGES 38 AND 39 OF MISCELLANEOUS
MAPS, IN THE OFFICE OF THE COUNTY RECORDER
OF ORANGE COUNTY, CAL!FORNiA, WAS USED AS THE
'
/
~ BASIS OF BEARINGS FOR THIS MAP.
s ..__---~~'--' K.v1. , AWLER AND ASSOCIATES OFF-SITE IMPROVIEMEi'3TS SOUTHERN CALIFORNIA GAS COMPANY 634-0251 y U"\ ,.'I. 1. l,11; SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 5 1--==....::::.:.:::.....:.....:===-l-===-l 2832 W/l.LNUT AVENUE, SUITE A FOR DES. ENG. : L.G.S. 3/04
PACIF!C TELEPHONE COMPANY 611 4 TUSTlt,, CA.UFORNIA 92780 29TH STREET LOFTS
CIT( OF NEWPORT BEACH (UTILITiTES DIVISION) 644-3011 3 APPROVED BY : PHN: (714) 730-0401 FAX: (714) 7.30-0841 • ,..:,
~ ~
""' 10. ll92i .,.
DESiGNER ; R.K. 3/04
CALL TOLL FREE COUNTY SANITATiON DISTRICTS 962-2.411 2 UNDER(._T _J-!E SUPERVISION OF : 1--------------~P=R~oJ=E=cT~N~O.---l~
ADELPHIA CABLEVISION 542-6222, 1--'.:'.'.:::'._'_::::__:__:==:==:::_j_=:::::=.J / .:..\ CIT'' OF MEl"ll'lORT BEACH R-5857-S 1-800-422-4133 542-3975 AFTER 5:00 PM \.;';;-v~-----05/20/04 1 Ii vvr 1-"---"=-'--"'-----l~
m1Rrs: 11-ll-05
~ CJV\\ DRAFTER : R.W. 3/04
L..!B::.::E;;:.F.!;!D!;::R!;;cE_Yl_!□;!:U!..!;D;!;IG~-_L ________________________________________ _J__!N~O;;.;.·_L!D.Jf.A:l_TE'c_.L _________ JR:::!81~1s~:o~N::;S ____________ L.;;:Cl~TY~T:;;RA:F_;:,Fl:;;;C_":;:"·N;;;G:;:l:,:;;·E:.:E:,;,R ____ .:;!.~-L-------_J_.::::::::_:.:::.:::~~===::::J-=:::::::JL:K~E;::R,:.:.RY:_::W.:... ;:lA::_W:.:;L:::,ER:___..:.:N.::::O:..., ::23~9:,:27:___.:;D::_:A,:.::fE:__iL __ P_uB_L_ic_w_o_R_K_s_D_E_P_A_RT_N_iE_N_T _ _JL:S.:..:H:::EET:.:......:.1_:0:,,F~3d:;;
100-·675
STREET IMPROVEMENT PLAN
DATE CHECKED BY : L.G.S. 3/04
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EXISTINGcFINISH----.__ l
SURF ACE OVER ----,__ •
(l;. STORM DRAIN t--·
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SCALE
HORIZONTAL: 1""=10'
VERTICAL: 1"=1'
NOTE: DEWATERING WILL BE
REQUIRED IF STORM
DRAIN WORK IS
CONSTRUCTED DURING
PERIODS OF HIGH TIDE.
0-
CONSTRUCTION NOTES AND QUANTITIES :
OFr-SITE IMPROVEMENTS :
O~
@---SAWCUT AND REMOVE EXISTING CURB AND GUTTER. ____ _
@---SAWCU r AND REMOVE EXISTING A.C. PAVEMENT.
@-SAWCUT AND REMOVE EXiSTiNG CONCRETE SIDEWALK. ___ _
@-SAWCUT AND REMOVE EXISTING CATCH BASIN AND 15" R.C.P.
BACKFILL TRENCH PER CITY OF NEWPORT BEACH STANDARD 106-L ______________________ _
@--SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY.
• @--REMOVE EXISTING PARKING METER POST. _______ _
@---PROTECT IN PLACE.
@-ADJUST TO GRADE, -··-------·--------
@---CONSTRUCT CONCRETE CURB AND GUTTER TYPE A, 6'" CURB
FACE,_ PER CITY 0FNEWPORT BEACH STANDARDS DRAWING NO. ~TD-182-L. _________________ _
@-CONSTRUCT CONCRETE DRIVEWAY PER CITY OF NEWPORT
BEACH STANDARD DRAWING NO, STD-163-L, AS MODIFIED PER
DETAIL ON SHEET NO. 3. AND PER THE CURRENT CAL TRANS
RAMP STAN0ARDS INCLUDING TRUNCATED DOMES.------
®---CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT
BEACH STANDARD DRAWING NO. STD-180-L. ______ _
@---CONSTRUCT 12" 111DE FULL DEPTH AC. PAVEMENT PATCH BACK ..
@-CONSTRUCT 4" A.C. OVER 4•• A.B. PER CITY OF NEWPORT BEACH STANDARDS. __________________ _
@-CONSTRUCT CATCH BASIN, TYPE OS_, PER C!TY OF NEWPORT
BEACH STANDARD DRAWll,G NO. STu-306-L WITH LOCAL
DEPRESSION PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-304-L. _________________ _
/',j\--REMOVE EXISTING 15" R,C.P. INSTALL 18"' R.C.P. AND ,cr· • RECONSTRUCT EXISTING JUNCTION STRUCTURE AS NECESSARY
PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. STD-310-L. _________________ _
@--· INSTALL 18" R.C.P. (2500D), ____________ _
@--INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD DRA\\1NG NO. STD-920-L. _________ _
@-ABANDON EXISTING WATER LATERAL AT MAIN PER THE
REQUIREMENTS OF THE CITY OF NEWPORT BEACH UTILITY
DEPARTMENT. (SLURRY FILL REMAINING WATER LATERA L AFTER
DISCONNECTION) ________________ _
@-REPLACE EXISTING PULL BOXES PRIOR TO FINAL SIDEWALK CONSTRUCTION.------------------@-INSTALL ULTRA URBAN ANTl-81\CTERIAL FILTER ACROSS THE
WIDTH OF NEW CATCH BASIN OPENING. INSTALLATION HARDWARE
SHALL BE STAINLESS STELL MATERIAL. (POWDER-COATED FINISHES
WILL NOT BE ACCEPTED) ___ ~·----------
SIGNING AND STRIPING IMPROVEMENTS :
@--THERMOPLASTIC PARALLEL PARKING STALL STRIPES PER
DETAIL ON SHEET NO. 3.
@--PAINT AND STENCIL ON CATCH BASIN "'NO DUMPING -
DRAINS TO OCEAN".-----------------
87
636
344
1
162
3
LUMP
LUMP
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527
100
71
565
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1
2
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*NOTE: METERS TO BE REMOVED BY CITY FORCES PRIOR TO
CONSTRUCTION AND REUSED AT NEW LOCATIONS PER PLAN.
EXTRA METERS ARE TO GO TO CiTY YARD.
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HORIZ.=AS NOTED REVISIONS CHECKED BY DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 :£2
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CONSTRUCTION NOTES:
OFF-SITE IMPROVEMENTS :
@--SAWCUT AND REMOVE EXISTING A.G. PAVEMENT.
• @-REMOVE EXISTING PARKING METER POST.
@)--· CONSTRUCT 12" WIDE FULL DEPTH A.C. PAVEMENT PATCH BACK.
@-INSTALL PARKING METER POST PER CITY OF NEWPORT BEACH STANDARD
DRAWING NO. STD-920-L.
@-THERMOPLASTIC PARALLEL PARKING STALL STRIPES PER DETAIL HEREON.
@)-PAINT AND STENCIL ON CATCH BASIN "NO DUMPING •• DRAINS TO OCEAN".
@-SANDBLAST EXISTING STRIPING AS NECCESSARY.
*NOTE: METERS TO BE REMOVED BY CITY FORCES PRiOR TO
CONSTRUCTiON AND REUSED AT NEW LOCATIONS PER PLAN.
EXTRA METERS ARE TO GO TO CITY YARD.
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