HomeMy WebLinkAboutDWG 444-2; CT 05-05; LA COSTA GREENS NEIGHBORHOOD 1.16; 01-12GENERAL NOTES
I. THIS Pl.AN SUPERSEDES ALL OTHER Pl.ANS PRE:VIOUSLY APPROVE:D BY THE CITY OF
CARLSBAD REGARDING /MPROVE:MENTS SHOWN ON THIS SIT OF Pl.ANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RE:SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS
OR OTHER ADDITIONAL DOCUME:NTS LISTE:D HEREON AS THE:Y MAY PERTAIN TO THIS
PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RfV/Sf THE:Sf Pl.ANS WHEN
NON-CONFORMANCE IS DISCOVE:RED.
J. CITY APPROVAL OF Pl.ANS DOES NOT RELIEVE: THE DEVE:LOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVE:RED DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHALL Bf PROMPTLY
SUBM/TTE:D TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL Bf REQUIRED FOR ANY WORK
IN TH[ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE: OF
INSURANCE MUST Bf FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON TH£ PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00
FOR fACH OCCURRENCE OF L/ABILJTY. THE INSURANCE COMPANY WRITING THE
POL/CY MUST HAVE A RATING OF "A-" OR BE:TTE:R AND A SIZE CATE:GORY OF CLASS
V OR BE:TTE:R AS ESTABLJSHED BY "BESTS" KE:Y RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE: AGENCIES.
6. REVISION OF THE:SE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVE:MENTS ARE
NOT CONSTRUCTE:D PRIOR TO THE DEADLINE DA TE OF THE IMPROVE:MENT AGREEMENT.
7. NO RE:VIS/ONS WILL BE MADE TO THE:SE PLANS WITHOUT THE WRITTE:N APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEIT
OF THE PLANS AND TITLE SHEIT.
B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
I 0, ACCESS FOR FIRE AND OTHER EMERGENCY VE:HICLES SHALL BE MAINTAINED TO THE
PROJECT SITE: AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE: WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)
SUMMARY SH[IT, (B) LABORATORY WORK SHEE:TS AND (C) COMPACTION CURVE:$,
SHALL BE SUBMITTE:D BY A PROFE:SSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN TH[ FIELD OF APPL/ED SOILS MECHANICS. THE
SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG NSPECTOR WITHIN
TWO WORKING DAYS OF COMPLEnON OF FIELD TE:STS. THE WRITTEN FIELD COMPACTION
REPORT($) SHALL BE /MMEDIAffiY SUBMITTE:D TO THE CITY £NG/NEERING INSPECTOR
UPON COMPLIT/ON OF THE FIELD TESTS.
12. A PRt:CONSTRUCDON MEETING SHA/I BE Hf! Q AT llif SfTf PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTE:NDED BY ALL REPRESENTATNES
RE:SPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION. TE:STING AND ALL
OTHER ASPECTS Of Vi[ WORK, THE CONTRACTOR SHALL SCHEDULE THE MEITING
BY CALLING THE INSPECTION LINE AT (780) 4JB-JB9 I AT LEAST FIVE (5) WORKING
DAYS PRIOR TD STARTING CONSTRUCTION. APPROVE:D DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULJNG.
I J, ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEIT/NG WILL B£
MADE BY CALLING THE £NG/NEERING 24-HOUR INSPECT/ON REQUE:ST LINE AT
(760) 4JB-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON Di[ DAY BEFORE; T1-IE INsPE;CDON IS NffQfD. INSPECTIONS WILL Bf MADE
THE NEXT WORK DAY UNLESS YOU REQUE:ST OTHERWISE. REQUESTS MADE AFTE:R
2:00 P.M. WILL Bf SCHEDULED FOR TWO FULL WORK DAYS LATE:R.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVE:LOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF£TY DE:VICE:S, INCLUDING
SHORING, AND SHALL Bf SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FE:DERAL SAF£TY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
I 5. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 8705 BY SUBMITTING
A DITAIL Pl.AN TO THE: CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DE:SIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO Bf MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THERE:JN. THIS Pl.AN MUST BE PREPARED FOR ALL TRENCHE:S FIVE FE:IT (5') OR
MORE IN DEPTH AND APPROVE:D BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE Pl.AN VARIE:S FROM THE SHORING SYSTEM
STANDARDS ESTABI /SHFD RY llif CONSTRUCT/ON SAEETY ORDERS rm E B
CALIFORNIA ADMINISTRATIVE CODE, THE PU\N SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTE:D TO THE INSPECTOR PRIOR TO
EXCAVATION.
I 5. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS Wll l CEASE; /MMEQIAfilY AND THE
PfRMITTff WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RE:START
UNTIL THE PERM/TT££ HAS RECENED WRITTE:N AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE: OR ADJACENT THERITO, INCLUDING
WARMING UP, REPAIR, ARRNAL. DEPARTURE OR OPERATION OF TRUCKS,
rARTHMOV/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATE:D
GRADING EQUIPMENT SHALL Bf LIMITE:D TO THE PERIOD BETWEE:N 7:00 A.M. AND
SUNSIT EACH DAY, MONDAY THRU FRIDAY AND NO rARTHMOV/NG OR GRADING
OPERA T/ONS SHALL BE CONDUCTE:D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF SITE HAUL ROUTES SHALL Bf SUBMITTE:D BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO flJLL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF lliE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTE:NCE AND LOCA T/ON OF UTILJTY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION Pl.ANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTE:NT/ON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILJTIE:S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFE:RENT
FROM THAT SHOWN ON THE Pl.ANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UT/LJTIES SHOWN ON THE Pl.ANS AND
ANY OTHER EXISTING FACILJT/fS OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LJTIES
E PROJECT SIT£ SUFF1CIENTL Y ( ABOVE:GROUND AND UNDERGROUND ) WITHIN TH
AHEAD OF THE CONSTRUCTION TO PERMIT THE R
PLANS IF IT IS FOUND THAT THE ACTUAL LOCA
£VISIONS OF THE CONSTRUCTION
TIONS ARE IN CONFUCT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY
LEAST TWO FULL WORKING DAYS PRIOR TO START/
FACILJTIES AND SHALL COORDINATE: WORK WITH A CO
COMPANIES fSEf BELOW) AT
NG CONSTRUC ION NEAR THEIR
MPANY REPRE:SENTATIVE:.
UNDERGROUND SERVICE ALERT
SDG&:E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREE:TS AND STORM DRAIN)
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WAJ: ER)
LEUCADIA WASTEWATE:R DISTRICT
(800)422-4133
(B00)880-7J4J
(800)B92-012J
v80~4J8-7741 760 B06-9B09
(760)434-2980
(780)43B-2722
(780)753-0155
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DE:TERMINED AFTE:R "R" VALUE
TE:STS HAVE: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE:
OF CALJFORNJA, PRINCIPALLY DOING BUS/NE:SS IN THE FIELD OF APPLIED
SOIL MfCHAN/CS,ON THE PREPARED BASEMENT SOIL. THE "R' VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST Bf SUBMITTE:D TO THE:
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREIT LJGHTS SHALL Bf INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" Pl.ANS. NO DIRECT BURIAL STREIT LJGHT FOUNDATIONS WILL Bf
ALLOWED. ALL LUM/NA/RES SHALL Bf ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILJT/fS AND LATERALS SHALL Bf INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTE:RS OR SURFACING OF STREE:TS.
4. STORM DRAIN PIPE SHALL Bf REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350 FOR PRNAJ:f STORM DRAIN PIPES, UP TO 15" PvC MAY BE
UT/LJZED PROVIDED DEPTH IS LESS THAN 15 FEIT AND BACKFILLED WITH
J/4" ROCK PER SDRSD S-4 TYPE: •c• AND PIPE: MEE:TS ASTM STANDARD JOJ4
FOR SOR 35 SOLID WALL PIPE:.
5. WHERE AN EXISTING PIPE LINE IS TO Bf ABANDONED IT SHALL BE REMOVE:D
WITHIN TWENTY FE:IT OF BUILDING OR STREIT AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRITE OR REMOVE:D AS APPROVE:D BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE: CODE.
7. STREIT TREES SHALL Bf INSTALLED PER SECTION N D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL
8. FIRE HYDRANT MARKERS SHALL Bf PLACED IN THE STREIT WITHIN THE LIMITS
OF WORK OF THIS Pl.AN PER SDRS OWG Ml 9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL Bf Rf-E:STABLJSHED, PERPETUATED, AND DOCUMENTED PER THE
PROFE:SSIONAL I.AND SURVEYORS ACT.
10. TWO (2) SE:TS OF SURVEY (CUT) SHEE:TS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE: "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & J.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAF£TY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAF£TY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVE:S ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. omcf AND MUST
BE SIGNED AND APPROVE:D BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILJTY OPERATIONS' PUBLJC WORKS MANAGER.
4. A PRfCONSTRUCTION CONFERENCE EITING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, TELEPHONE N0.(780) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
8. NO TREES OR STRUCTURES SHALL Bf ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL Bf RfMOVE:D PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTE:N
PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCE:S SHALL Bf PROTE:CTE:D BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TE:ST REPORT AND DEMONSTRATE:$ THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTE:CTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALJGNMENT AND TYPE OF MATE:RIALS OF THE FIRE LINE LOCATED BE:TWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL Bf DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER ANJJ RECYCLED WATER SERVICES SHALL Bf I• AND ALL
METERS SHALL BE 5/8 (UNLESS OTHERWISE NOTED ON Pl.ANS).
10. ALL WATER METER BOXES SHALL Bf 17" X JO" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
I I. MINIMUM SPACING BETWEEN POTABLE WATER LATE:RALS AND SEWER SERVICE:S SHALL
BE 10 FE:IT.
12. THE TOP OF WATER MITER BOXE:S SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
f J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE 'CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS'
PUBLISHED BY THE STATE: OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLJNG AT A PIPE JOINT MAY BE: PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLJNG (2 DEGREES/EACH GASKIT). USE CERTAINTEED 'VINYL-IRON" H.D. FOR
C900.
LEGAL DESCRIPTION
BEING A SUBDMSION OF LOT 16 OF CARLSBAD TRACT NO. /Jg-OJ LA COSTA
GREENS. ACCORDING TO TH£ M.'P THEREOF NO. 14543, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRLIARY 12, 200J AND
PARCEL I OF PARCEL M.'P NO. 19754, ACCORDING TO THE M.'P THEREOF,
FILED IN THE omc£ OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
JUNE: 9, 2005, AS FILE NO. 2005-0484203, BEING IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE: OF CALIFORNIA.
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS FOR THIS SURV£Y IS TH£ CALIFORNIA COORDINATE
SYT£M -19B3, ZONE VI, /991 .J5 £POCH, NORTH AM£RICAN DATUM OF /9BJ
(NADBJ/, GRID B£ARING 8£TWE£N STATION CLSB-153 AND STATION CLSB-070
AS SAID COORDINAT£S AR£ PU8L/SH£0 IN TH£ CITY OF CARLSBAD SURVEY
CONTROL NETWORK £STABLISH£0 BY RECORD OF SURV£Y MAP NO. 17271, FIL£D
IN TH£ OFF/C£ OF TH£ SAN DIEGO COUNTY RECORDER ON F£8RUARY 8, 2002.
1£ N36'47'12'W :
RE[ERENCE DRAWINGS
CITY OF CARLSBAD DRAWING 397-2C.
CARLSBAD MUNICIPAL WATER DISTRICT
(L,/ d~ _ IJ/21/oa
DAVID A. HAUSER 6Arr ' DEPUTY CITY ENGINEER R.C.E JJOB I EXP. 8-JO-I 0
LEUCADIA WASTEWATER DISTRICT CARLSBAD FIRE DEPARTMENT
PUBLIC SEWER SYSTEM APPROVAL REQUIREMENTS:
HUNSAKER
& ASSOCIATES
SAN DIEG0i INC
PL\NNING 9701 Waples Street
ENGINEERING San Diego. Ci 92121
~ APPROVED BY: LWD DISTRICT ENGINEER NUMBER OF F.H. '.s ..L F.FLOW 1500 G.P.M. OUT OF ...L F.H. '.s if. ~LiUJ .1/ih-1 ~.~f:--->L-'Mi7~• E I R.C.E. DATi 7/J / O'f DYA_~~
FIRM EXP. DATE
SURVEYING PH(858)S58--4500· FX(858)55~1414
SIGNING AND STRIPING NOTES
I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVE:MENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DE:VICES (FHWA 'S MUTCD 200J REVISION I, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 20011
OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE:, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK ANO PUBLJC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIF1CATIONS.
STRIPING SHALL BE RfPAINTE:D TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATE:D LENS REFLECTNE SHEITING (HIGH INTE:NSJTY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREIT IMPROVE:ME:NTS, ALL STREIT STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL Bf
RE:STORED TO A "LIKE NEW" CONDITION, IN A MANNER MEITING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES. SHALL BE APPROVED BY THE
PUBLJC WORKS DIRECTOR OR HIS REPRESENTATNE PRIOR TO INSTALLATION.
B. CONTRACTOR SHALL REMOVE: ALL CONFLICT/NG PAINTED LJNES, MARKINGS AND PAVE:ME:NT
LEGENDS BY GRINDING. DEBRIS SHALL Bf PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VE:RSION OFTHE CALTRANS MITRIC
STENCILS.
10. LJMIT LJNES AND CROSSWALKS SHALL BE FIELD LOCATE:D. CROSSWALKS SHALL HAVE: 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LJMIT LJNES, STOP BARS, PAVE:MENT ARROWS AND PAVE:MENT LEGENDS
SHALL Bf THERMOPLASTIC UNLESS OTHERWISE: SPECIFIED.
12. FIRE HYDRANT PAVE:MENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DE:VICES (FHWA 'S MUTCD 200J REVISION I, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
I J. ALL MEDIAN NOSES AND FLARE:S SHALL Bf PA/NTE:D YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION I, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERW/St SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STE:EL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTE:D USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKIT WITH STRAPS.
I 7. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL Bf DELNERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
1B. ALL SIGNS SHOWN ON THESE Pl.ANS SHALL Bf NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE
RELOCATE:D OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMI-J OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL Bf 18"X24' AND THE OM 1-3
OBJECT MARKER SHALL Bf 12"Xl2"
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE £NG/NEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE. AND THAT
THE 0£5/GN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD D0£5 NOT RELIEVE: ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILJT/£5 FOR PROJECT DESIGN.
FIRM: HUNSAKER B ASSOCIATES
ADDRESS: 9707 WAPLfS STl?EfT
CITY, ST.: SAN QlfGQ CA
TELEPHONE::_[u;BlilO<l.BL-1 _c5"25B"'-"'4"'5"'oo.,.___ ______ _
BY: \ j,\ y
MASTER TENTAT/V[
MAP BOUNOAR Y
------,
P.f. NO.: RC[ 48670
EXP I RAT I ON DATE: ...16uls,,-~0.,.ful.i,Dc.._ ______ _
OFFS/TE_" ESTRELLA DE MAR
CONSTRUCTED 111TH 1.17
SHEET INDEX
NOTES AND LEGEND
KEY MAP AND SECTIONS
IMPROVEMENTS
PROJECT LOCATION
SHEET I
SHEET 2
SHEET J-I2
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SI
213.112-oa a 213.112-10.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N ___ ~/~98~4 ___ _ E 6249
LEGEND OF ABBREVIATIONS
BC
BVC
BW
CB cc
CDS
CL
CTB DWY
EC
EOP
EVC
FL
BEGIN CURVE
BEGIN VERnCAL CURVE
BOTTOM OF WALL
CURB
CENTER OF CUL-DE-SAC
CUL-DE-SAC STAnONING
CENTERLINE
CEMENT TREATED BASE
DRIVEWAY
END CURVE
EDGE OF PAVEMENT·
END VERnCAL CURVE
FLOW LINE
DOV[ LAN[
[5 TRELLA D[ MAR ROAD -
ELLA
MAR RO.
l
\ I _____ I
AL/CAN TE ROAD
NTS
FS FINISHED SURFACE TREA"fMflJ.[ CON[ROL Ii.Me. [A/1Lf :i!.I.S.Me. f'.ROJEC.[ PR/QBllY; HIGH
GB GRADE BREAK MAINTE:NANC£ SHEIT MAINTENANCE HP HIGH POINT TYPE DE:SCRIPTION OWNERSHIP AGREEMENT NO. FREQUENCY
KNU KNUCKLE STATIONING
LT LEFT SHT. 5 ANNUAL-CLEAN & INSPECT
LP LOW POINT VORTECHNICS MP-51 OF RAINY SEASON (OCT-MAY)-UNIT VORTE:X PRIVATE: CITY BMP DWG MODIFIED VERTICAL CURVE VISUIL INSPECTION MVC SEPARATOR AGREEMENT 423-7 N. T.S. NOT TO SCALE & LA COSTA EACH MONTH
PCR POINT OF CURB RETURN GREENS PRC POINT OF REVERSE CURVE FILTERRA TC-32 MASTER HOA SHEETS TWICE PER YEAR-CLEAN RCP REINFORCED CONCRETE PIPE UNITS BIORETENTION PRNATE: CC&R .J,4,5, 7, & INSPECT RP RADIUS POINT 9, 10
RT RIGHT
SD STORM DRAIN
ST. STREET
TC TOP OF CURB
1W TOP OF WALL
VP/ VERTICAL POINT OF INTERSECTION
BENCH MARK IMPORTANT NOTICE
DE:SCRIPTION: STD. STREET SU/?Va MONUMENT SECTTON 4216&c4217 OF THE GOVERNMENT CODE
REQUIRES A IGALERT IDENTIFICATION NUMBER BE
LOCATION: STA. 288+89 EC ON CENTE:RLIN£ ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
OF EL CAMINO REAL VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT: 7//_J ?i'JAA I'!\ /IS-/.3Ult.,T
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING D(X:UMENTS,
CURRENT AT THE TIME OF CONSTRUCnON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
.J. THIS SET OF PLANS.
4. RESOLUTION NO. 607.J & 6074 DATED 4/19/06, & CITY COUNCIL RESOLUnON NO. 2008-181
DATED 6/27/06.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCnON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED
OCTOBER 28, 2004 AND UPDATE LETTER DATED OCT 28, 2004, APRIL 5, 2006, & JUNE 10, 2008.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS.
8. FINAL PROGRAM EIR 98-07.
9. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCnON
OF WATER SYSTEMS ~ c.lT'-( eJ..Jc.1u~11...1c. 6-r.o.uo~=-
10. THE LEUCEDIA WASTEWATER DISTRICT STANDARDS AND SPECIFICAnONS FOR CONSTRUCTION OF
SEWER SYSTEMS.
11. STORMWATER MANAGEMENT PLAN PREPARED BY HUNSAKER & ASSOCIATES DATED 6/Z,3/2008.
LEGEND 5WMP NO, 080015
DESCRIPTION STD. DWG. SYMBOL QUANTITY
SUBDIVISION BOUNDARY
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LINE
A.G. PAVING/BASE (SEE STREET NOTE 1)
DECORATIVE PAVING (SEE LANDSCAPE PLANS}
PORTLAND CEMENT CONCRETE PAVEMENT .,G-18, ••G-22
4 • ROLLED CURB & GUTTER
6" TYPE G CURB & GUTTER
6' CURB
o• CURB
CONCRETE SIDEWALK
CURB RAMP (TYPE A)
CURB RAMP (TYPE C}
ALLEY TYPE DRIVEWAY
12' DRIVEWAY
.J' RIBBON GUTTER
CROSS GUTTER
SEE DETAIL ON SHT 2
••G-2
••G-1
SEE DETAIL ON SHEET 2
••G-7, *"G-9, ••G-10
••G-27
••G-29
•Gs-20
•"G-148
SEE DETAIL ON SHEET 2
.,•G-12
----------
-
67,964 S.F.
1, 70.J S.F.
4,2.J9 S.F.
2,055 L.F.
1,746 L.F.
830 L.F.
484 L.F.
10,429 S.F.
5 E.A.
J E.A.
1,420 S.F.
91 S.F.
449 L.F.
2,382 S.F.
PRIVATE STREET LIGHT 9,500 LUM
(HPSV), (AMERON MODEL 581-24(201}} '*'f-1, •GS-6, *GS-21 ~
ICEIJI
1 E.A.
10 E.A. FILTERRA UNIT (SIZE PER PLAN} SEE MANUFACnJRER FOR DETAILS
EXISTING STORM DRAIN
PROPOSED 18" RCP STORM DRAIN
PROPOSED 6" PVC STORM DRAIN
PROPOSED 8' PVC STORM DRAIN
PROPOSED 10' PVC STORM DRAIN
PROPOSED 12" PVC STORM DRAIN
PROPOSED 15' PVC STORM DRAIN
BROOKS CATCH BASIN SERIES 1212
PROPOSED CURB INLET TYPE "8'
PROPOSED CURB INLET TYPE "8-1"
.,D-2
.,D-2
PROPOSED CLEANOUT TYPE 'il-4 • ••0-9
PROPOSED CLEANOUT TYPE "8-4" ••D-10
MOD. TYPE "F" CATCH BASIN ,.0-7, DETAIL ON SHT 2
TYPE "G-1" CATCH BASIN .,D-8
CURB OUTLET ••D-25
CUT-OFF WALL (TYPE A} .,SP-7
SEWER LATERAL .,••S-17
WATER LATERAL
EXISTING SEWER
•w-J
PROPOSED SEWER MAIN (SOR 35)
PROPOSED 4' SEWER MANHOLE
PROPOSED 5' SEWER MANHOLE
PROPOSED SEWER CLEAN-OUT
EXISTING WATER LINE
****S-12, ****S-11
****S-.J, ****S-6
****S-4, ****S-6
****S-8, ****S-9
PROPOSED 8' WATER MAIN
1½" FIRE SERVICE W/ DOUBLE CHECK
VAL VE ASSEM0LY
2• FIRE SERVICE W/ DOUBLE CHECK
VALVE ASSEMBLY
FIRE HYDRANT ASSEMBLY WITH MARKER
END CAP ASSEMBLY
2• BLOW OFF ASSEMBLY
2• AIR-VACUUM ASSEMBLY
2• MANUAL AIR RELEASE
8" GATE VALVE
THRUST BLOCK
8' FLANGED TEE
••w-21
•w--14
•W-34
•w-12
•w-6
•W-7
•W-5
•W-16
•W-15, •W-19
2' IRRIGATION SERVICE (CMWD} •W-4
• CITY OF CARLSBAD/CMWD STANDARD DRAWING
,. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING
,., AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
,.,, LEUCADIA WASTEWATER DISTRICT STANDARD DRAWING
ENGINEER OF WORK
r~ ./ ~4.J-~/4~
RA~6'ND I. MARTIN I DATE
R.C.E. NO. 48670 EXP. 6/30/10
I SHlEET I
[9
------<®
-----l[IJ
-s~------
~ -s~ -OM.H. NO. -s
-s·---<D c.o.
-w---
-w-- -
-------<=
-------<= ~
-----3
---0--
---~-----------0----
"¥ _ _..l_
Of----
"AS BUILT"
21 L.F.
62 L.F.
657 L.F.
12 L.F.
898 L.F.
112 L.F.
1 E.A.
5 E.A.
J E.A.
12 E.A.
1 E.A.
J E.A.
1 E.A.
2 E.A.
2 E.A.
86 E.A.
86 E.A.
2,234 L.F.
18 E.A.
J E.A.
I E.A.
2,425 L.F.
6 E.A.
1.J E.A.
7 E.A.
J EA
8 E.A.
J E.A.
6 E.A.
11 E.A.
20 E.A.
.J E.A.
4 E.A.
Q .1,.74/4. -7/4,/(2.. ,
RGEt(B{,,_70 EXP. !{,/.&,//~ DATE
Ri,l'IEWED BY: a _,~ LJ - -2,/ 1o b-z. -
INSPECTOR
, ~ UATE
crrv LEJ OF CARLSBAD
ENGINEERING DEPARTMENT 2
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAaJW: l)~I.Dhoi
DEPU1Y Cl1Y ENGINEER RCE ! 308.1 EXP.~/J Zz: DATE RECORD FROM: SAN DIEGO COUNTY 7/0'f li'lM VERTICAL CONTROL TOLL FREE 1-800-422-4133 ,, ~cVl.1E PARKING AR64 SI-Ir. 7 "Jfte,J ()Pl C-.•? OWN BY:~.f!ll PROJECT NO. DRAWING NO. DATE INITIAL ELEVATION: J11.41 NGVO 1929 TWO WORKING DAYS BEFORE YOU DIG. REVISION DESCRIPTION ENGINEER OF WOR
DATE INITIAL DATE INITIAL CHKD BY: ~ CT05-05 •,.,J OTHER APPROVAL Cl1Y APPROVAL RVWD BY:
R, \ 03 7 4 \~Eng\ I ,prove Men ts\ B \ 03 7 4 i b0l .clwg[ l Jun-26-2 008,12,2 7
444-2
W.O. No. 490-71
BIN,
101508
010610
LWD SEWER NOTES
1. LWD APPROVAL OF THESE Pl.ANS DOES NOT RELIEVE THE APPUCANT, PRIVATE
ENGINEER OR WORK, OR CONTRACTOR FROM RESPONS/BIUTY FOR THE CORRECOON
OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS
OF THE STANDARD SPECIFICATIONS FOR Pl.)BLIC WORKS CONSTRUCTIQN (GREENBOOK)
ANO THE REGIONAL STANDARD Q&IW(NGS. MOST CURRENT EOlnONS. IN THE EVEN
OF CONfl.JCT THE LWO SEWER STANDARDS GOVERN.
J. OSHA SAFETY ORDERS ANO OSHA CONFINED SPACE ENTRY
REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. &, J.
DOCUMENTS ON THE JOBS/TE AT ALL TIMES.
5. THE CONTRACTOR SHALL Gl/ARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD ANO SHALL REPAIR OR REPLACE
ANY WORK THAT MAY PROVE OEFECnVE IN WORKMANSHIP AND/OR MATERIALS WITHIN
THE ONE YEAR PERIOD WITHOUT EXPENSE llfl.lTSOillR TO LCWO.
6. Ql/ANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER
THE PRIVATE ENGINEER NOT LCWD Gl/ARANTEE THE ACCURACY OR COMPLETENESS OF
THE SEWER Ql/ANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
REPRESENT/NG ALL MATERIALS ANO SUPPLIES SATISFACTORY TO LWO. WORK SHALL
NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWO.
8. PRIOR TO BEGINNING THE SEWER WORK THE LWD INSPECTOR SHALL
BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD
STANDARD SPEC SURVcf REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
LWD PERMIT FOR CONSTRUCTION ANO SHALL PROVIDE A MINIMUM OF 48 HOURS
NOTICE TO LWO PRIOR TO CONSTRUCOON.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER
APPROPRIATE AGENCIES.
1 I. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A
DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING,
SLOPING, OR OTHER PROVISIONS TO BE MADE FDR PROTECTION OF WORKERS FROM
THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET DR MORE
IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS
ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITl,_E 8, CALIFORNIA
ADMINISTRAnVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER.
A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD
INSPECTOR PRIOR TO EXCA VA TIDN.
12. ALL SEWER FACIUTIES SHALL BE INSTALLED IN ORY EXCAVATIONS
AND TRENCHES. CONTRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG
CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND
COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL
LOCA TEO IN WET OR AREAS SUSPECTED TO BE WET IN THE FUn.JRE SHALL BE
ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE
SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR
SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY ANO REn.JRN OF GROUNDWATER
TO THE SEWER SHALL NOT BE ALLOWED.
1 J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE
PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER.
TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING
UTIUTIES EXCEPT THOSE SHOWN ON THESE Pl.ANS. ATTENTION IS CALLEO TO THE
POSSIBLE EXISTENCE OF OTHER UTIUT/ES OR STRUCn.JRES NOT SHOWN, OR IN A
DIFFERENT LOCATION FROM THAT SHOWN ON THE Pl.ANS. THE CONTRACTOR SHALL
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE
PLANS ANO OTHER EXISTING FAC/LlnES OR STRUCn.JRES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONST/n.JTE A REPRESENTATION OF
THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF,
ANY UNDERGROUND UTILITY, PIPE, OR STRUCn.JRE WITHIN THE LIMITS OF THIS
PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-41:JJ, AS
REQUIRED BY STATE LAW. ALL UTIUTY CROSSINGS SHALL BE POTHOLED PRIOR TO
TRENCHING.
1/J. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL,
STATE, ANO FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH
SAFETY AND CONFINED SPACE ENTRY.
1 7. SOILS REPORTS SHALL BE SUBMITTED TO LWO BY A Ql/ALIFIEO
SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK
SPECIF/CAOONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF PIPE.
SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT
ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED
APPROVAL ON THE MYLARS.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES
ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE
ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW ANO APPROVAL
PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE UM/TED TO 350 FEET, INCLUDING
COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE
DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH
WORK DAY.
22. THE CONTRACTOR SHALL PROTECT ALL SURVcf MONUMENTATION. IF ANY SURVcf
MONUMENTS ARE D/Sn.JRBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A
LJCENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER
STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN
THE SEWER PIPc AND ANY OTHER UTIUTIES.
24. SEPARATION OF SEWER/WATER AND SEWER/RECLAIMED WATER SHALL COMPLY
WITH LWO STD. DWG. S-2 AND WITH ALL COUNTY ANO STATE HEALTH DEPT
REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE DR MANHOLES SHALL ONLY BE DONE IN
THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE
CONNECTED OR ALLOWED TO Fl.OW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWO INSPECTOR, OR AS APPROVED BY
DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER
MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWO ON THE PLANS.
27. A 2-INCH HIGH ".5" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCAOON BY THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
THE WIRE SHALL EXTEND UP TO 2 • COPPER TAG TIED ANO SOLDERED TO THE WIRE.
THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH
FINAL LOC,I, OON JUST BELOW PAVING. THE TAG OVER THE CUSTOMER ENO OF THE
LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE
BURIED AT THE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT
PIPE, JOINTS, LINING, ANO COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO
PROVIDE CONTINUOUS BEARING ANO PREVENT UNEVEN SETnEMENT. PIPE SHALL BE
PROTECTED AGAINST FI..OTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED
AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
JO. PIPE JOINTS SHALL NOT BE DEFI..ECTEO UNLESS SO DESIGNED AND
SHALL THEN BE LIMITED TO LESS THAT ONE -HALF OF THE ANGLE
RECOMMENDED BY THE PIPE MFGR.
JI. SEWER PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LWD SEWER
STANDARDS. WATER JETTING SHALL NOT BE ALLOWED.
LWD SEWER NOTES (CONT.) LEGEND -----32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS, UNLESS
OTHERWISE APPROVED BY LWD. SUBDMSION BOUNDARY
RIGHT OF WAY
----------SUBDIVISION BOUNDARY---------------------;--
JJ. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, ANO COMPLETED
AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE
ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF
MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH
DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHN'T/NG, CONE SECTIONS, AND RING SHALL HAVE A
2• BY 2• BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE.
GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL.
J6. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER
BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER
BACKFILL.
J7. ALL SEWERS ANO LATERALS SHALL BE WA\1v'E BALLED, LOW PRESSURE AIR
TESTED, ANO TELEVISED AT THE APPUCANT/CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LWO. AIR TEST SHALL BE DONE AFTER
CONSTRUCT/ON OF ALL OTHER UTIUTY LATERALS.
JB. ALL SEWERS AND LATERALS SHALL BE IN PLACE ANO SHALL HAVE
FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
J9. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER
PER LWO DRAWING S-J. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE
IS-INCHES AND LARGER PER LWD DRAWING S-4.
40. ALL MANHOLES SHALL BE UNEO WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A
POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK.
41. MAXIMUM DEPTH OF SEWER FOR SDRJ5 PVC PIPE IS 15 '. C900 PIPE IS
REQUIRED FOR DEPTH OF COVER OVER 15',
42. FINAL APPROVAL OF Pl.ANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION.
IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCT/ON THE
DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN
UPDATED REVIEW ANO APPROVAL. ANY CHANGES REQUIRED TO THE Pl.ANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE ANO APPROVED BY THE LWO DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY ANO SHOWN ON THE
DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCn.JRES
ANO CONSTRUCT THE NEW Fl.OW-THROUGH CHANNELS IN EACH MANHOLE BASE TO
ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSJOONS SHALL BE
INSTALLED FROM THE INVERTS OF THE NEWLY INSTALLED PIPES TO THE EXISTING
MANHOLE STRUCn.JRES. MANHOLES SHALL BE CORE DRILLED ANO MANHOLE
CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY
LINK-SEAL, OR APPROVED EQUAL. THE FIRST FI..EXIBLE JOINT SHALL BE LOCATED
WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE
ALLOWED.
SPECIAL NOTES
SHEET NO.
FIRE HYDRANT
PRIVATE STREET LIGHT
STORM ORAIN
WATER LINE
RECLAIMED WATER LINE
SEWER LINE
CONG. THICKNESS = 5.5"
1.5'
2% --
1.5' I
lo.1J'
I
I . . . :· ·-.
3' RIBBON GUTTER
NOTES:
[XXJ
~
2% ----
1. CONCRETE SHALL BE 560-C-3250
NTS
2. PERVIOUS CONCRETE PER GREENBOOK 2009 EDITlON
WITH COMPRESSIVE STRENGTH OF 3250 PSI
J. PROVIDE TRANVERSE JOINT PER RSD NO. G-10
SPECIAL NOTES (CONT.)
14. THE SOILS REPORT ANO ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO ANO MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM
WITH ANO BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN
THE REPORT.
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE
POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE
APPROPRIATE WATER DISTRICT STANDARO.
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL
STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES ANO
SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM.
PRIVATE FELDSPAR PLACE
SUBDIVISION BOUNDARY
0 100 200 300 ----~
I
I
/;
I
•
-.~
--
31/1"
I
O" CURB SECTION
NOTES:
I. CONCRETE SHALL BE 520-C-2500
2. PROVIDE TRANVERSE JOINTS PER
RSD NO. G-9 & G-10
J ,. 2·
P./. (tl L..J 2' 6"R a ~ r -
...J/
:~ :4 6"R • f-1116· " P.I. • • • " •
• <o
NTS
• ,..
• • ::f:: <o "
MODIFIED 4" ROLLED CURB SECTION
NOTES: 1. CONCRETE SHALL BE 520-C-2500 NTS
2. PROVIDE TRANVERSE JOINTS PER RSD NO. G-9 & G-10
MODIFIED 4" ROLLED
CURB (SEE DETAIL
THIS SHEET)
6" TYPE 'G'
CURB AND GUTTER
MODIFIED ROLLED CURB TO
TYPE 'G' CURB TRANSITION DETAIL
NTS 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS AND REGULATIONS. KEY MAP SCALE !"= 100'
JO' PR/VA TE ORIVEWA Y
15' 15' r.-(PUBLIC UTILITY ACCESS EAS[MENT)
2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO
NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND All LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
ENGINEER.
J. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UT/UT/ES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF
THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE
CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY
CALLING THE ENGINEER OF WORK AT (858) 558-4500.
SPECIAL STORM DRAIN NOTES
I. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED
HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULA TEO HGL
CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE
OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL
SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR RE:ALIGNING
THE SYSTEM. CHANGES TO THE SYSTEM REQUIRE APPROVAL OF A REGISTERED
ENGINEER RESPONSIBLE FOR THE REVISIONS.
2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCED CONCRETE PIPE OR EQUAL.
4.5'
MIN. . 2%
~ I . I . . •
J. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND PROPOSED 4 • cz~f WALK L..J
JO' PR/VA TE ORIVEWA Y
(PUBLIC UTILITY ACCESS EASEMENT)
15' 15'
,..,
L I ~ ~ -
.. ..
J c;'j
2% -~-----1----------1-2%
2:,; 2% ~ I "' -<
~ I~ PR
~
OPOSED 4" CONCRETE 'si<s"~• ~:;l:::I:f'-,Lj=-1,t_?::-;_°'-"~,.: ~-~_:-...! ~!.Jr..:--r.;,;= ';~! { L..= ~~ --::_r-::_ ...,~.._~-,_-_:'~Cf~ i_,_ ~-~__;_ --;.:._-~ ",J-...J...J..,
SIDEWALK ,...
. . ., .. ; . . . ..
8'
MIN.
5'
MIN.
j
1 ~ JOINT U11UTY TRENCH-t: (J' WIDE X 5' DffP) ..J r-5.5• CONCRE ' . (SLOPE = 2%
. ] AND 12% MAXI
TE DRIVEWAY
MINIMUM
MUii)
, . . B)J!LPIN(l .
. l(
.~1',-5• TYP
8" PVC WATER 8' 10' 5• TYP
PROPO!D 8" (MIN. ) PCC PVMT 560-C-3256)
,t 4• ASE (MIN.)
SEE PAVING NOit 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED
PLANS PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL
REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE
NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.
RETE~ •i
NCH 8" PVC WATER 1 ,.._ SHALL HAVE A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING JOINT UTIUTY TR£
STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE (J' 'NIOE X 5• OE
fc=5000 PSI. FOR VELOCITIES EXCEEDING JO FEET PER SECOND,
USE fc=6000 PSI.
W'LY R/W 90'
(PUBLIC UTILITY ACCESS EASEMENT)
PROPOSEO
CURB A
EP)
5• TYPE G
ND GUTTER
-~ £'LY R/W PROPOSED 4" A.C. PAVEMENT
AND 4• BASE (MIN.)
34' BUILDING I tJ SEE PAVING NOTE
V
,.._8• PVC SEWER L_MOOIFIED 4• CONCRETE ,
I ' v OR 6" TYPE G CURB &
I 8" OR 12• PVC STORM
ROLLED CURB &, GUTTER
GUTTER
STA. 18+58.00 TO 18+15.00
T.l.=5.0
JO' PR/VA TE DRIVEWAY
·----~(~PU_B_Ll_c_u_~_/LI_TY_A,_C_E_ss-EA-SE-M£-N~T-) ----#-
-15' 15'
NTS
5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE
PROJECT AND ADJACENT PROPERTY FROM ANY EROSION ANO SILTATION THAT MIGHT
RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES,
TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE
PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER.
BUILDING
FACE
28' FACE
17' 17' 28' l~
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UT/UT/ES SHOWN HEREON WERE MOO/RED 4• CONCRE PROPOSED 4• CONCRETE PROPOSED MOO s' I~ PRIVATE BRASS PLACE & PRIVATE TOURMALINE PLACE 2% 2%
=,.\\\\_ -_J_!__ 2:f -
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR ROI.LED CURB AND JifEWALJ% Tl'f'f 8 Ra.LED WRB MIN. j ~
KNOWLEDGE, THfRE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON Tl[R 2% --2% I ~
THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL =B~UIULDJlllNviG~~~""""~~7"'!!Jt3~•:11-r=~-;2j~""""""""~~""""~rt~a~ui/L1LoiOIN!NG~ MAKE EXPLORATORY EXCAVATIONS ANO VERIFY THE HORIZONTAL AND VERTICAL B ~
LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN PROPOSED 4• A.G. PAVEMENT 5" TYP r5• CONCRETE DRl\£WAY
ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE ANO 4• BASE (MIN.) MOO/RED 4• CONCRETE A~~X Jlx,~tk'f"
THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE SEE PAVING NOTE Ra.LED WRB AND
ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROPOSED MOO GUTTER
PROJECT, ANO ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF TYPE 8 ROI.LED CURB SEWER MAIN WATER MAIN 5 5• CONCRETE DRIVEWAY
T.l.=5.0
.:5 J "' "'l
~I ~ ill I
~k
7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE --
~ ~ ~ 24' PRIVATE DRIVEWAY
PROJECT
BOUNDARY
NTS
PROPOS[D 4 • CONCRETE
SIDEWALK VARIES 9'-12'
11 • ...,....___ ----I'\
WATER MAIN
I
PROPOSED 6" CONCRETE EX STORM ORA. IN l:
LjS BUFFfR TYPE G CURB ANO GUTTER SEWER MAIN
-1--~---------~---1-~----1-( PUBLIC unuTY ACCESS EASEMENT) I ~-----,r---VARIES 1'-11'
6' 12' 12'
MIN.
J'
MIN.
6" TYP
PROPOSED 6" CONCRETE
TYPE G CURB AND GUTTER
PROPOSED •• A.G. PAVEMENT
AND •• BASE (MIN.)
SEE PAVING NOTE AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. a.,-,,::-------------------~ LOCATION VARIES ' (SLOPE= 2% MINIMUM
~PO~~R~T,s~,-,30'.[_.Nl{,rOJF"VMPr.R. l~V.~'A.r:T.~E:X.PB.HR~'.A""·' 3s PLACE AND 12Q%RMOAflCMUURM8~
GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING
UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS SOUTH OF PRIVATE BERYL WAY ==a=U/LO=i=NG=~~=;:.-
REQUIREO TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF
*(VARIES) I 5' 5' 1 ¥i~lf 20.. _l{(f:-r _f'VMT :.Y..~7:1£1!/..~_ H,:G: r
..... ······1··· ............ .. ~ ~ PRIVATEBERYL WAY ..... '-
(vAR1£s! ESTRELLA DE MAR T.l.=5 0 NTS
• • ="'·,''" 11• ·.:;::;:r---
1
~:-.::, . . ~ PAVING NOTE: ENGINEER or WORK
~8· p~ ~~; I J3ra0x~g ~rWl;ws~-; ~ ~fuf#~~~~1f0 R~~ ~A~/4!rE
L
THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY.
8. WHERE TRENCHES ARE ADJACENT TO FUn.JRE BUILDING SITES, A LICENSEO
SOILS ENGINEER SHALL BE RETA/NEO BY THE OWNER TO COMPLETE NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS
FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING,
WHENEVER THESE PLANS SEEM UNCLEAR.
11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN
NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER
OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN
SUBSTANTIAL CONFORMANCE WITH THE LINES ANO GRADES SHOWN HEREON.
THE CfRTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY.
12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF
THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS
ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT
IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK
PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS
AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
I J, RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED Pl.ANS, A SEPARATE PERMIT AND INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
T.l.=5.0
a:, UJ '3 ~ (.) ...J
2'-0"
1-1/2" TO Pl
J"R
L _____ ._V,_..2_"R_:........,7 4,1 4 d 4 -1
NTS 5• TYP_jJ..
PROPOSED 4• A.G. PAVEMENT
ANO 4 • BASE (MIN.)
SEE PAVING NOTE '✓ JOINT UTILITY TRENCH I STREET NOTE t ON SHEET 1. R.C.E. NO. 48870 EXP. 8/30/10 ~ 8• PVC STORM (J' WIDE x 5' DEEP) /
I '+' l A.C. PAVHIENT·.J
8" PVC S"'E"',i,E""R-'f'++ ~ AND BASE
_ 5' 6'
-1---~ * 5' MINIMUM, 10' MAXIMUM
PRIVATE FELDSPAR PLACE &
PRIVATE MERCURY PLACE
"AS BUILT'' 2~/~.-~~~~
EXP. DATE
MOD. SDRSD DWG G-4 TYPE B ROLLED CURB NTS
REVIEWED BY: ,.( t.
_i:C;;...~do,~~==-~ft='::::'.:~~==----~ ~kk_
INSPECTOR~ -DATE
SEE SHEET 9
NOTES: 1. CONCRETE SHALL BE 520-C-2500
2. PROVIDE TRANVERSE JOINTS PER RSD NO.
I 1~ 2 ·5 • --1 I ~ Y=J'5" ~
T
G-9 & G-10
MOD. TYPE F CATCH BASIN
NTS
l----t---+-----------+---+----+---t--11 sH2EET l.c_1r_v_o_F_c_A_R_L_s_s_A_D~~
_ ENGINEERING DEPARTMENT ~
l----+----1------------------1----+---l----+---1 IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
HUNSAKER APPROVED DAVID A. HAUf12 ~ JZ B /zo/o ~
&ASSOCIATES 1------,0----+------------------+---+-~-t---+----t DEPUTY CITY ENGINEER RCE BQ81 EXP.R/<nl,n DATE
SAN DIEC~ INC ~c::':!_'..'.....~~c""'."'.<.~~~~'c:occ._~~~~c'c:'~_.'!!~~
PIANNINC WOl Waples Street
ENGINEERING San Diego. Ca 92121
SURVEYINC PH(656)556-<500· FX(656)558-1'14
DATE INITIAL
ENGINEER OF WOR~ REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
DWN BY: rn
CHKD BY: ....... ,,,hLc._~..--
f-OT_H_E_R _A~PP_R_OV_A_L-+--C-ITY-A~PP_R_OV_A_L__, RVWD BY: ,r~,J
C,\CADD\ T eMp \AcPublish_ 240\037 4ib02.dwg[lJul-10-2008,[ 4,09
I PROJECT NO. I DRAWING NO.
. er o5-05 . 444-2 >--------~
W.O. No. 490-71
RIN ·
101508
. . RIGHT EP CL + 0. 18' , LEFT TC CL + 0.22' 1 LEFT TC CL + 0.16'
___ ' -----=-=---
'
----------------------. ..... ....... 20+00.00 TO 20+00.00 TO
20+17.00
UNLESS OTHERWISE
SHOWN
-1--------'
___ j_ _ _:_ _ _:_-~ __ ··''-··_· )_. •-l----1--··rc-·--1----1---~ : ---,------
~,---· +--+-~-·--+-.-+--+--1=1= cjc~cccc-· .__ __ __..2C-'0~+:--'2=8;c,.c_c1,,=6 ___ --+
1-----;------------------------- ---------- - ---------·-···'··· +=.:------+-+----+--+---+-~--~-
-----1--..
··_ ·+-f-----~--+---+----+---+--+---1---1---f-----l--1----+---I-± ... t--.-_-_:_ , t ' . . . ' ... • ··•· • i , ··~ ~ :: r .. . •••• •··••• •••• • • c ••·•·• IC, I•••• --:---:: ---_J ... ·.•.•.•.•.•·Li--[ --1~=1· =·=···f·•=::·=·::=-:;;;~ii::_)J--.• c--::·t•·.---:::i: :.---::.---:::f::---::=:·;:·::=·:=::::: 1-·='.'.'.'. :'./'.'.:_:;: --------·:: ·::::_ -~ OVER: , ... '-'~ "t1N : , j •··· '
--·-.
- --------1---•'-----'----LttdJ.d:. r: I i
+==+==·---·..._··=·+,=···C+ .... :-_, --+--J--f +--.. +----+--+--+,·-+-· ··----J-+-+---+~ ,,.,.. ... IY£Jl . .................. : ~~:!=-. ~ ... -I I <'.I,·--.. -
--~·.. ·•· • '··:. :··: .. I ---'-·::::t::: . ....:::· ------..:..:::..:..::_:_.~ c+=+--+=+=···-+·=· =·= .·=·· 4·-:=_::=:::i=·_:~~::· -_ --.-... + .. -... -.,--···---!--__ :f::·-•+=~--:·.-.'e-· .··.-· .. ·-.•. -.•• -+ ... -.•. -~-cc ... ···· •:·.·:. C ••• : •~•~-~i ~~~~+·•·-=·•=c+=c+=i===i= ,;_:cc-..c-+oc-cc-;;·=·-·=•-+=:L., -._=_ .. -.=c·:~-.. ·•···· ' . .... ......... '. . . ······ ....... i ~~~ ~ ~ ,-•·•··•·.,fa.I ~~ ••• • i ~~ =; ~; • .. 1 ' ·..•. '----',-.. ----,----~
- ---.. -
--------__ J_ __ -r::
---------=-· .:.::-_--i .
----· __
1---------
--.. --"·-.• ·~=--l-_.__'--l---+---l---·+-·---1-·---+-.--+ ____ : -:--:~~c-··-··-··· ·.+-.. -.. -T-.--l ..... · .. :::·, L .: • •.. . .. -· .•. :-: ........ .r ••• :. ' --I . . •••• J~ J~u.i,:2r:~ . --1:,-. =F•~ ~ IL G -00. G,?; .13t G •·•·• ·•••·•·· 10,,::i~._;:_.-+-:-'_::=:•_· +'-\+,'---:.: .... :.:F;:: ___ .;;+~~=i:i;;,e fl"{{,·········· . "·--:_:-+. -... -.+-.. -___ -. _· -+ •• •·•·•· i~i~ ;frt_~'t&~ •·••• ? la~· = .··· .. ~£! -:1 i~ .............. · 1 .. .
... ' : 1Jif~ tW1f/---' cl j ••··· . ·::· ,0Rr;1/'J t-:koi.J/lli ·.·.-. "---._ .... ' .. . +---+--+ ! ··• •••• i . ~:t~F= ·•··•• :~. i ••• : ==+=='-,'-:::-: .: .•.. :······· ' ' .. ~xt ri;»f~ -f~ti 5 = ... f.'-... -+: :-':::"'::'.\ __ = .• =: __ + . ._··ci.=:::: ~~: (:~-:::~ -t2::::::: :--·· --+--• I . . ...... ' ·-----------------------j-----·-,-----· -
. - -i-----:!::::: :---
t
•I••····· + : l _~ -. : . . .. .... . OV.R EN~v·· --_ _;_ '•-i---+----1----1-----l-="-l>,.c--+--+--__ :_ --·••"'' Js,L________ -+----+-·--,·_------::_::::::-:::::.:·f--'=---=··=··Hrtt-+-F----1 ;--_--=~ ...... '" ____ :::\~ .. : ... :J, ... --~ ... ··1--~·J~....-.... •r=-----·~.'e-··.·.-··,,,__--1---1+-{·-==·-=::-···~i-~
... i ---,___ -.'',... ···I···.·.·.·.·.·.·.·-= -.. •, 2<:;_, • i~ ••••• ' ...... I , C ,,.._... -~ . ' •••••• •· ··••·· :.. .. ..... ... .. .. ' . '. _, -~ : •::>;:::~ 9.+28._~ ;,._ ==•"-==='-· ,
,. V' '-!-_._.=· ...... ··~· -L ------------
: ----------Li: ::·: I::: -1 --
fi•••·•• l••··••c:· •-•-•-=··== ==·==· ====~:~-=~:-:I ____ ;: ------.i· .~.----... '-". l=t,==t=,..,,---.. "' ... t.= ... --t,.~::·+ ... • I ~ p tt~ , !
T ii · .. c==Lci=c.±.'cc.···Jl10 .... 1a.481E , ... ·• J··->~1,i~-,1 ... -•••""···+c-=-1--=•· .. 1•~ . -1 ·· , •: 18 ' R fl ! L .. · 1 51----1-,c.:· =.._,,,_-.. -.. -. +,-"--l
• P(JJN_ i:_ I·· ::::::::: ... 7 --:·--1 ;;: ;;;J;: .. _ ---·-----' ---------j ::::: :-------'--"""---+-
----' --•---_ ------------, --i J,V; ;1·l , , ·-•-••----" .cc ~ '';';" iJµ:'-<>~i.~~ C/ =-~ -!?':~-f--T '. --·-=:--~--:: -•----•• ·. '. ----, -------,__ ' -·-------- --------------. ------------·-----. -__ · -•--------l ----•-••• _,_ ..,----~ -: ~ .--f---.-.-.-·: ···... , .. ·••:••·• '. : . ·•, .
1---1---1--___.-1-...................... :Jf'IL;/ 1'-•• 1 " t-,._.• .,_ 1J __ , -+•=c-' ·····•···· + ···· ""= ·····.J l----------r----h---·F--ti.1111-+---+--+--+----+ ... • ..... @,~% •fa+-,~~-•ro~J.,..a--.. =--------C--···_;_·•·.__~ ... ---•==,---' .
-----------, ------1. I -::: ·:: ---
..................... ........ ....... ... •···•·••·····. 15:•···••t.17;4 .... . ... ••···· ' 11 I ·"----'=--lj__,;_---' ___ J,,z, "-' • -f _[_··· . ·----+---+--+ : . -<'-L• ----C-_,_,.._.r:._o""'f'IIC.. L! I ...... ·,-. -, -1-----l----+-·1-··_····••'• .... C-+-+---+-··-t··_·_·f-···-·•-is, +28. if:ixist· ... 99i p--~ ··1······:··•~ :.~·~ ... ~.·.··· ··1··_.···=--L-----------t-c---•··•.••.• .. •·'.· •. ·.·.·•.·.·.:.·.•.·.···.1 .. ···.·.
1--1---1. . .................••.•.•................ : ' ' .. . . .. ' .............. , ' ·:.·. .. . .. . .. ...... l ; e i + ......•..... ,--.. r$5,88ii "i;o% .......... l,••····I••···· I +==+-= f=-j=cc· =··Cf·· =•••=•.•f'··---···-tt,·.1,, 11-r..,t-"I ; ····'··· \ .•. +--1-1~1~~~~1~1:121------=1·=·=·c·=··=·· ~· =···sf ---•·•r• •s•••n••---r' lf j'S ! , ... ; f,a' . .~. :::: ; ; ; .~ rf .•.. +-"----==~---~-. . ... '
------·-----------------,--------------------------,-----
PRIVATE CURB DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 59'08'04 • E 18.00' 6" TYPE G C&G
2 N 31'12'00" W 16.90' 6" TYPE G C&G
J 89'59'40" 5,00' 7.85' 6" TYPE G C&G
4 N 58'48'20" E 3.00' 6" TYPE G C&G
5 90•00·00· 10.00' 15.71' 6" TYPE G C&G
6 90·00·00· 10.00' 15.71' 6" TYPE G C&G
7 89'56'34" 5,00' 7.85' 6" TYPE G C&G
a N J1·12·00· w 147.59' 6" TYPE G C&G
9 N S8'48'20" E 12.13' 6" TYPE G-1 CURB
10 87"J6'4J" 8.00' 12.23' 5• TYPE G-1 CURB
11 N 53"59'09" E o• CURB
12 86'17'54" 8,00' 12.05' 6" TYPE G-1 CURB
1 J N !58'48'20" E 12.00' 5• TYPE G-1 CURB
14 N J1'12'00" W 22.33' 6 • TYPE G-1 CURB
15 10'56'2J" 265.00' 50.60' 6" TYPE G C&G
16 5'01'17" 92.00' 8.06' 6" TYPE G C&G
17 88'04'05" 5.00' 7.69' 6" TYPE G C&G
18 94•40•52• 10.00' 16.52' 6" TYPE G C&G
19 95'18'46" 10.00' 16.64' 6" TYPE G C&G
20 N 75'48'00" E J.17' 6" TYPE G C&G
21 7J'41'00" 10.00' 12.86' 6" TYPE G C&G
22 N 2'07'07" E 14.82' 6" TYPE G C&G
23 N 2'07'07" E 13.45' BACK OF 3' CONG.
24 N 87"52'5J" W 3.84' o• CURB•
25 N 2'07'07" E 12.10' o• CURB•
26 2J'10'57" 80.00' J2.37' o• CURB
27 N 21'50'51" W 9.04' o• CURB•
28 N 6J'59'09" E 3.36' o• CURB•
29 N 26'00'51 • W 17.00' BACK OF 3' CONG.
JO N 64'03'22" E J.08' o• CURB•
J 1 N IJ4'03'49" E 4.59' o• CURB*
32 N 26'00'51" W 17.00' BACK OF 4' CONG.
33 N 64'00'47" E 9.91' o• CURB
34 9J'23'56" 2.00' 3.26' o• CURB
35 N 29'2J'09" W 1.69' o• CURB
36 86'J7'42" 8.00' 12.10' o• CURB
37 N IU'59'09" E 2.32' o• CURB
38 N 26'00'/H • W 17,00' BACK OF 3' CONG,
39 N !58'48'20" E 8.25' o• CURB
40 N J1'11'40" W 17,00' BACK OF 3' CONC.
41 N !58'48'20" E 2.37' o• CURB•
42 N !58'48'20" E 3,87' o• CURB•
43 N 37·71 •40• W ,zoo• BACK OF 4' CONG.
44 N !58'48'20" E 3.87' o• CURB•
45 N 37•71 •40• W 13.50' o• CURB•
46 N S8'48'20" E 3,87' o• CURB•
47 N 37•71 •40• W 17.00' BACK OF 4' CONC.
48 N !58'48'20" E 3,87' o• CURB•
49 N 31'11'40" W 0,50' o• CURB•
50 N !58'48'20" E 2,Jl' o• CURB•
51 N 31'11'40" W 17.00' BACK OF J' CONG,
52 N 58'4<1'20" E ll • TYPE G-1 CURB
53 90·00·20· 6.00' 9.43' 6" TYPE G-1 CURB
54 N J1·12•00• W 28.16' 6" TYPE G-1 CURB
• INDICATES 2' RErURN RADIUS BETWEEN TANGENTS
MONUME:NT SIGN WITH
"PARK IN MARKE:O
SPACES ONLY"
PRIVATE MERCURY PLACE
PRIVATE STORM DRAIN DAT._..A __ _
C) BfARING/DfLTA RADIUS LfNGTH RE.MARKS
16'54'J8" 150.00' 44.27' 12• PVC SOR-35
2 N J1'09'J7" W 52.06' 12" PVC SDR-J5
f--"3-+.:_:N_.88'=-:J:=2c:'2=J~•-=E'---+------l------"14,,.,5 .. 4_' -+-=6'-'• PVC SDR-35
4 II 2J'05'57" E 15.62' 6" PVC SDR-J5
5 N 7J"12'59" W 5.84' 4• PVC SDR-35
t
TOURMALINE PLACE
TOURMALINE PLACE
8M'3'3PLAC&
8ERYLWAY
MERCURY Pl.ACE:
FELDSPAR PLACE
LOT 1
A:3--5UlLT PAVEMENT S1,CT/Ot,,1'3 PRIVATE FELDSPAR p1 E
STATION
I0tOO TO IG.t58
lt.•~TO 18t~
10 ,50 ro '27•57
40•00TO 41 •11
20•00 TO 2 I•:½
IOtOO TO 14+87
T1 R-VALUe '--
5.o 4'"AC/"'Cl//AB '" I
5.0 /i,"PC/4"CLl1A8 IG
s_o 4-"AC/7" CL IIA8 'I
5_0 4''AC/4"Cl/lAI) 5o .
-5.o 4' AC /8• CL II A8 S ,
S:O ~t?_!~!'..__.___~
TREATMENT CONTROL BMP
TABLE 2
DESCRIPTION QUANTITY
BIORETENTION 1 EACH
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
rt.ANNING 9707 Waples Street
ENQNECRING San Diego, Ca 92121
SURVEYING PH(858)558~S00· fX(BSB)S58-1414
20
DATE INITIAL
ENGINEER Of WOR
-----+-----··-· -.. --------------
---.. -----------1---
--------___ ' _____ ---.
-------------······ -
--.. -
0 20 40 60
SCALE 1 "-20'
CATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
---1-
-----·---··· ----------.
I
--+-1-__ -,c-.--:_i,··==+-.. •.·······• · .. -.. ::::::::.;. ·: ...
::-:·-.. :: ::-
I ' ,--I----:::: ::--
PROFILE SCALES
HORIZ. : 1 "=20'
VERT. : 1 "=4'
CENTERLINE DATA
Q BEARING/DELTA RADIUS LENGTH REMARKS
1 N J1'12'00" W 135,83'
2 N 31'12'00" W 4-().4..J'
J 10'56'2J" 2SJ.OO'
4 22·22'Jl" 80.00'
5 N 2'07'07" E .J0.02'
CMWD WATER DATA
< 1 BEARING/DELTA
1 N 31'12'00" W
2 N J1'12'00" W
J 10'49'00"
4 N 20'2J'OO" W
5 N 2·01'07• E
6 N !58'48'20" E
Q BEARING/DELTA
1 N J0'54 '07• W
2 N 31'11'27" W
J 21·10'45•
4 N 10'00'42" W
5 N 2'07'07" E
6 N !58'48'20" E
RADIUS LENGTH REMARKS
89, 10' 8" PVC CL-150
85.24' 8" PVC CL-150
J00.00' 56,64' 8" PVC CL-150
17.14' 8" PVC CL-150
45,91' 8" PVC CL-150
11,01' 8" PVC CL-150
LWD SEWER DATA
RAO/US LENGTH REMARKS
114-41' 8" PVC SDR-35
42-76' 8" PVC SDR-35
200.00' 8" PVC SDR-J5
23.19' 8" PVC SDR-35
18.31' 8" PVC SDR-35
21.99' 8" PVC SDR-35
ENGINEER Of' WORK
;,;,. , .. ✓.r.:~ f/41/f,~
R ... NO. 48670 EXP. 6/30/10
~ LE_J
IMPROVEMENT AND UTILITY PLANS FOR:
DATE INITIAL
CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAVID A
DEPUTY CITY ENGINEER
OWN BY:~~
CHKO BY: ~
RVWO BY:
~o,;;!AL
RCE .... il EXP . .i:. /
PROJECT NO.
CT0S-05
B)o/oa ,,r,• DATE
DRAWING NO.
444-2
R:\0374\&Eng\lmprovements\B\0374;bQ3.dwg[]Jul-11-2008:13:00 W. 0. No. 490-71
RIN ·
101508
---:: __ : :::: :j:: -
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t-·-ti_· -.------i---,--=r=r-i==rct==-c-t. ,-------+---t'-~=f""Ff""rf=r=f-'-'+"'-t-'-f=+'"~+=F.c+~.,..t=+=l-="--+=f===i=±=r=+.=i===r+=ic7===+=~=+=+=f=f==7===r=t=+-+=r=+=+=+=r+===l=+=r=+c.:+~+="= F =·+· •--"••• 1=• ••+i=•· ·E. ➔ .. = ... CC'-... CCJ ..... = ... '7"1'r'<=+c=-t=-tc-ct)'
......... ] •==1==+-'+=F.E•••••·•••••••··
l
T
PRIVATE CURB DATA 11+50 12+00
0 BEARING/DELTA RADIUS LENGTH REMARKS
7 N 2'07'07" E 35.20' 6" TYPE G C&G
2 44·59•53• 5.00' 3.93' 6" TYPE G C&G
3 N 42'52'53" W 9.26' 6" TYPE G-I CURB
4 N 2'07'07" E 48.00' 6" TYPE G-I CURB
5 N 4T07'07" E 9.25' 6" TYPE G-I CURB
6 45'00'07" 5.00' 3.93' 6" TYPE G C&G
7 N 2"07'07" E 15.84' 6" TYPE G C&G
8 44•59•53• 5.00' 3.93' 6" TYPE G C&G
9 N 42'52'53" W 9.25' 6" TYPE G-I CURB
70 N 2'07'07" E 48.00' 6" TYPE G-I CURB
7 1 N 4T07'07" E 9.25' 6" TYPE G-1 CURB
12 45•00'01• 5.00' 3.93' 6" TYPE G C&G
73 N 2'07'01" E 4.92' 6" TYPE G C&-G
14 90·00·00· 10.00' 15.71' 6" TYPE G-1 CURB
7 5 N 8T53'00" W 8.00' 6" TYPE G-1 CURB
16 90·00·00· 10.00· 15.71' 6" TYPE G C&-G
17 90·00·00· 10.00' 15.71' 5" TYPE G C&-G
18 N BT53'00" W 8.00' 5" TYPE G C&-G
19 89'59'53" 10.00' 15.71' 5" TYPE G C&-G
20 N 2'07'07" E 4.93' 6" TYPE G C&-G
21 44·59•53• 5.00' 3.93' 5" TYPE G C&-G
22 N 42'52'53" W 9.25' 6" TYPE G-1 CURB
23 N 2'07'07" E 48.00' 5" TYPE G-1 CURB
24 N 45'M'09" E 9.29' 5" TYPE G-1 CURB
25 4+'4B'og• 5.oo' 3.91 •
26 N 2'07'00" E 20.25' 6" TYPE G C&G
27 N 8T5J'OO" W 12.00' 6" TYPE G C&G
28 90'48'18" 7.oo· 11. 10· 5" TYPE G-1 CURB
29 N 8T52'53" W 11.00' 6" TYPE G-I CURB
30 N 2'07'07" E 17.00' BACK OF 4' CONC.
31 N 8T52'53" W 4.00' o• CURB•
32 N 2'07'07" E 1.07' o• CURB•
33 N 8T52'5J" W 5.50' o• CURB•
34 N 2'07'07" E 16 . .J.J' BACK OF 5' CONC.
35 N 8T52'5J" W 5.50' o• CURB•
36 N 2'07'07" E IJ.BJ' o• CURB•
37 N BT52'53" W 5.50' o• CURB•
38 N 2'07'07" E 15.JJ'
39 N 8T52'53" W 5.50'
BACK OF 5' CONC.
o• CURB•
UNITJ 76
, .. -·· ...
40 N 1'57'41 • E 0.58' o• CURB•
4 7 N BT52'53" W 4.00' o• CURB•
42 N 2'07'07" E 17.00' BACK OF 4' CONC.
43 N 8T52'53" W 4.00' o• CURB•
44 N 2'07'07" E 27.50' O" CURB•
45 N 8T52'5J" W 4.00' o· CURB• PRIVATE CURB DATA
46 N 2'07'07" E 17.00' BACK OF 4' CONC. □ BEARING/DELTA RADIUS LENGTH R[MARKS
47 N 8T52'5J" W 4.00' o• CURB• 61 N 8T52'5J" W J.84' O" CURB•
48 N 2'07'07" E 1.00' o• CURB• 62 N 2'07'07" E 17.00' BACK OF 4' CONC.
49 N 8T52'5J" W 5.50' o• CURB• 63 N 8T52'53" W J.84' o• CURB•
50 N 2'07'07" E 16.JJ' BACK OF 5' CONC. 64 N 2'07'07" E 1.00' o• CURB•
51 N 8T52'53" W 5.50' o• CURB• 65 N 8T52'53" W
52 N 2"07'07" E 13.83' o• CURB• 66 N 2'07'07" E f--+--~---'c~c:'----t-----+----'-=-=c--+-~-'-'=----t-"'+c:-53 N 8T52'53" W 5.50' o• CURB• 67 N 8T52'53" W
54 N 2'07'07" £ tli.J3' BACK OF 5' CONC. 68 N 2'07'07" E
55 N 8T52'53" W 5.50' o• CURB• 69 N 8T52'53" W
56 N 2'07'07" E 0.50' o• CURB• 70 N 2'07'07" E
5 7 N 8T52'5J" W 4.00' o• CURB• 71 N 8T52'5J" W
58 N 2"07'07" E 16.93' BACK OF 4' CONC. 72 N 2"07'07" E
59 N 8T52'53" W 4.00' o• CURB• 7 3 N 8T52'53" W
60 N 2'07'07" E 24.50' o• CURB• 74 N 2'07'07" E
5.34' O" CURB•
16.33' BACK OF 5' CONC.
5.34' o• CURB•
tJ.8J'-+~o~• ~C~UR~B~.-----i
5.34' o• CURB•
16.33' BACK OF 5' CONC.
5.34' o• CURB•
0.50' o• CURB•
3.84' o• CURB•
3.M' BACK OF 3' CONC.
• INDICATES 2' RETURN RADIUS BETWEEN C/-WIGES
0
1
~(5
1
2
3
0
1
2
3
4
12+50
era-~ 12/.01 --------
UNIT
75
BEARING/DELTA
N 2'07'07" E
B[ARING/DELTA
N 2'07'07" E
N 2'07'07" E
N 8T52'53" W
UNIT
74
LOT 2
UNIT
73
CENTERLINE DATA
RADIUS LENGTH
335.65'
CMWD WATER DATA
RADIUS L[NGTH
222.54'
108.54'
24.00'
LWD SEWER DATA
B[ARING/DELTA___ RADIUS LENGTH
N 2'07'07" E 51.76' --1-------N 2'07'07" E 268.95' --N 2'07'07" E 35.23'
N 29'21'01" E 8.22'
UNIT
72
13+50
--J.:_
. ··1· . -----
-------_:-± ----=---
14+00
UNIT
70 UNIT
69
r:--•
!---
--1---------1---
14+50
UNIT
68
------------------
(
(
(
(
(
(
(
/~ 1 EX. 200' SDG&-E
/ ESMT RE;COROED 6-18-1954
1
// IN 8001( 5273, PG ~
....----r-1 -EXIST 20' WIDE TREE TRIMMING
RIGHT TO SDG&-E (
CO. RECORDED 6-18-1954
BOOK 5273, PAGE 4J2 OF O.R. (
(
(
-_,__20' LWD ESMT
I
(
(
(
I PER DOC. 2007 0004924
f REC. JNl OJ, 2007
PROFILE SCALES
HORIZ. : 1 "=20'
VERT. : 1 "=4'
TREATMENT CONTROL BMP
TABLE 2
DESCRIPTION QUANTITY
BIORETENTION 1 EACH
FVnJRE CURB &-GUTTER
0 20 40 60 ----~
SCALE 1 "-20'
ENGINEER or WORK
of
R,.-, ••uNO L. MARTIN DATE
R .. E. NO. -48570 EXP. 6/30/10
"AS BUILT"
'/? _7Ji,h
DATE
PRIVATE FELDSPAR Pl.ACE
I
I
I
(
I
REMARKS
REMARKS
8" PVC Cl-150
8" Pl't' Cl-150
8" PVC Cl-150
REMARKS
a• PVC SDR-35
8" PVC SDR-35
8" PVC SDR-35
8" PVC SDR-35
REVIEWED BY: u
PRIVATE STORM DRAIN DATA JI l I
C) BEARING/DELTA RADIUS LENGTH REMARKS 1_.,C:='===~=7';BJ(===~=-~·~--~c:c S~f..J.::b:.
1 26'28'37• 45.00' 20.80' 18" RCP 1350-0 INSPECTOR / --.. DATE f----+-----~ ---+-------+------+---------< ,----,---,,------------------,---..---T""--..---r----... --. _--_ ... _ ... _ .. _-_ .. _ ... _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~------1
2 N 40·16•40• E 8.90' 4• Pl't' soR-35 1----+---+--------------+-----t------i-----t---.l sH~ET I~~ c_ir_v __ o_F_c_A_R~L_s_s_A_o~ ~
ENGINEERING DEPARTMENT ~
HUNSAKER
& ASSOCIATES
SAl'-I DIEGO. INC.
PIANNING 9707 Waples Street
ENGJNECRING San Diego, ca 92121
SURVEYING PH(858)558·4500· fX(858)558-1414
l-----+---+------------------+----+---1----+---t IMPROVEMENT AND UTILITY P/.ANS FOR:
/1$-i3U tr
DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED OAV/0 A. ' Sf:
DEPUTY CITY ENGINEER RCE EXP.
OWN BY:.
CHKD BY:-=.,~+-'_
RVWD BY: """"
PROJECT NO.
CT0S-05
DATE
DRAWING NO.
444-2
R: \ D37 4\&Eng \Improvements \B\ 037 4ib04.d wg(]Aug-05-2008: 1 4:06 W.O. No. 490-71
AIN :
101508
' j
-- --1
------1
-___ 1
I ::1 t------+--+-+
-I
CENTERLINE DATA
0 BEARING/DELTA RAO/US -LENGTH REMARKS
1 N JT04'oo· E 48.60'
2 60'22·00· 100.00' 105.JB'
3 N 2J"18'oo· w 16.89' -
4 25·50•00· 100.00' 45.09'
5 N 2'32'00" E 81.54'
6 3·ru·oo· 500.00' 211.62'
7 N 5•35•00• E 25.90'
PRIVATE CURB DATA
D BEARING/DELTA RAO/US LENGTH REMARKS
1 8J'45'J9" 10.00' 14.112' 6" CURB
2 N JT04'00" E 19.96' 6" 1YPE G C.tG
3 50•22·00· 85.00' 89.56' VARIES 6"-4"
4 N 2J"18'oo· w 111.89' 4 • ROLLED CURB
5 25·50•00· 115.00' 51.85' VAR/cS 4•-a•-4•
6 N 2'J2'00" E 81.54' 4 • ROLLED CURB
7 J"OJ'OO" 515.00' 27.41' 4 • ROLLED CURB
8 N 5'35'00" E 25.90' 4 • ROLLED CURB
9 N 5•35•00• E 25.90' 4 • ROLLED CURB
10 J"OJ'oo· 485.00' 25.82' 4 • ROLLED CURB --11 N 2"J2'00" E 81.54' 4 • ROLLED CURB
12 25·50•00· 85.00' 38.J2' VARIES 6"-4"
13 11 2.1' 1 a·oo· w 7.06' 6" TYPE G C.tG
14 90•00100· 2.00' J.14' a• TYPE G C.tG
15 II 61!'42'00" £ 18.00' a• TYPE G-1 CURB
16 II 21"48'08" W 19.58' 6" TYPE G-1 CURB
1 ; II 71•45•55• £ 18.01' 11• TYPE G-1 CURB
18 89"06'2J" 2.00' J. ,,. a· TYPc G C.tG
19 54"24'27" 115.00' 109.20' 6" TYPE: G C.tG
20 II J7"04'00" £ 19.1J' a• TYPE G C.tG
21 83'28'52" 10.00' 14.57' 6" TYPE G C.tG
CMWD WATER DATA ---( I BEARING/DfLTA RADIUS LENGTH REMARKS
1 N J,00•02• E 92.69' 8" PVC CL-150
2 N T54'02" W 25.17' 8" PVC CL-150
J 11•15•00· 200.00· J9.27' 8" PVC CL-150
4 N 19"09'02" W 15.69' 8" PVC CL-150
5 21·41•02· 200.00' 75.69' 8" PVC CL-150
6 N 2'J2'00" E 114.07' 8" PVC CL-150
1 .J"OJ'oo· 508.00' 27.04' 8" PVC CL-150
8 N 5'35'00" E 25.90' 8" PVC CL-150
LWD SEWER DATA
0 BEARING/DELTA RAO/US LENGTH REMARKS
1 N 18°50'09" W 65.06' 8" PVC SOR-JS
2 N 2•32•00• £ 95.22' 8" PVC SOR-JS
3 Io.J'oo• 490.00' 26.08' 8" PVC SOR-JS
4 N 5•35•00• £ 25.90' 8" PVC SOR-JS
PRIVATE STORM DRAIN DATA
C) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 18"49'1J" W 52.10' 12 • PVC SDR-JS
2 N 14•00·00· W 2.07' 4• PVC SOR-35
J N 111•35'59• W 2.49' 4• PVC SOR-JS
----- ---------- ------
FOR 4" ROLLED C&G TC =
UNLESS OTHERWISE
SHOWN
CL
•• ·• • (TJ •··· .• -•-• •• .• ill,--.-___ ,-___ --~. ---t----t--t-
--------1--
lic""lc •• -J
=..th.hc±c= ---·1 -
-(_ -
-+---.--r ---
+---+--+---' -------1 --T __ ------------------, ---------------........ ······•··-. - l --
10+00 10+50 11+00
LOT 1
l • •--~jdos:JZ~ •· •-} ; •·
•• -•. ,---~ =!=C-.l"'+'
- -_: -::::_: ------:: -icri ----------------•-
-,,, -------'"' ~'ttr-'.!Kt, t " ~ "'it a•~ °" -N~ ~
--K" q:;j -~ ~ ~<'< __ -_ ~-·_ ~.._.; :tJ.. <G ,..
---~ ~---~ '.ho .... Jf=c=-F-t""~+='-"'
11+50 12+00
UNIT
34
PRIVATE TOURMALINE PL4.CE
TREATMENT CONTROL BMP
TABLE 2
DESCRIPTION QUANTITY
BIORETENTION 2 EACH
---•--
D
UNIT
38
/>C;
FOR 6" TYPE G C&G TC = CL +0. 1' ••••· -
UNLESS OTHERWISE 1-r---t--t-
SHOWN
--~--+---+---+-+-!
__ j_: ::;:::. -
-+---•---.•-•--•
......... ··r----
t •
--+-
------------1 -
I
------------··1 -
--ct -•-----_ ------!----=------ --- -----· 4?:/1 if ,,; ~---
12+50
LOT 1
i
UNIT
39 l UNIT
40
••••••• J
UNIT
33
UNIT
32
HUNSAKER
& ASSOCIATES
SAN DtECO, INC
Pl.ANNING 9707 Waples Street
ENGINE[RJNG San Diego, Ca 92121
SURVEYING PH(658)558·4500· FX(858)558·1414
-----------------T
- -------------------1--
--------·1······ -
' --------1--1==-c±--.--f-i= :::::::::c
----------, -------• -• I ----
/,AG1
, r· ·-. -... ···-· .. ,
f !
/[": UNIT f.i 41 i :
13+50
UNIT
42
8
ci
IOfO ~, !~
~!
···-· ~. --~ ... _ ·•-.. .J/i . .1 ·-·-'i ·---I ·-··-'
,·-. .J
./
UNIT !c..>o . .l
! UNIT 31
I
30
I ·-···, -·k?.l;-·::1· -;:. .... "'>J•.i ' A½ 1.
7-11 f?l,1'7 A ,4c.Ru11.. r
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
I
---L,if4:62' ;_-_-
------I -,-, --• "' ----=----· : ___ ,
--~~"" I.
----------·---···· ······,-----F ,
1
I I
- -__ ,_ --__ ,_
' --
'
--t--+-+-I ;-=--.i-+
F
20
-
DATE INITIAL
OTHER APPROVAL
-f--::::i=:
:: :.: _:=;_~~_!_=+-:
----·· --I+--•
1 1--+-
--------------!~=+~~ ----+-----·
I i •.••I
i I
-T-
1-----1 ----,-
0
~~
20
SCALE 1 •-20'
i,.OFESS10,\,:
• L ~ '-jt,¥'" . ¥~ < ~,.~ 'i "J"'" - --tr -z. z ~ NO. 48570 ~ ~ EXP. &/30/y{,:
0:,. I ~ ~ .C<V\C <it'
~o, c,c1I
I SH~ET I
PROFILE SCALES
HORIZ. : 1"=20'
1 "=41 VERT. :
40 60
ENGINEER OF WORK
? ~ ~it: J--d/o&
RAYMOND L. MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/10
"AS BUILT"
~A/~'2~L -zt~//2..
Rc~B/J,7o a,/»~ 04TE EXP.
REVIEWED BY: ,,4/. _,_ . -0/r,./47.-
INSPECTOR/ -• D4TE
CITY OF CARLSBAD rn ENGINEERING DEP4RTMENT 2
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAVID A
HA~~ A
DEPUTY CITY ENGINEER Rc7mR?rxP 5l1011/:~°£E'J ' ' ~
OWN BY: , , PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: , CT0S-05 444-2
CITY APPROVAL RVWD BY: M
R: \ 03 7 4 \ &Eng \Improvements \B\ 03 7 4ib05.dwg(]Aug-05-2008: 1 4:56 W.0. No. 490-71
RIN :
101508
I
J
-+'=+.-+=r=r=.cc+=~+==r==r=r=~··=+++"'=-+-'-'=+= .... .. 8 u
==========+'===••·•••• 'TOP OF . -----. ---1-- ---------- ---· . ., .. ----
=+~ + ..,
__ h,
. .. .. I
-----___ , __ _ ----+---+----!--------.. ,. ...
·.r
··-········ ·€, ..•. {1_U
----- - ---------------"--
--,--a.·· - -r:· -------------
---~----j---j------j-----J-t-----
+ ·Jtc'4-==~i=+
FOR 4" ROLLED C&G TC =
UNLESS OTHERWISE
SHOWN
,_ ------
__ L_: ·-
-··"· - -
,¼-iii -~
D,J::.-!c~r:i.t.i--;::;,~=,• i'i ..
. ·I
·~+--+ ... --r··~--,-Oi• +==
- . .. . ---·+·. ···+-
' . :f
' --c-----t--i-=--,----i----t---.-,,t-' t~-+
i-c==tc=a.r-c-+=+==+c-t---=··..,+·· =· ••cclj=••·..,J·· =~r -•-·· · 8 ' ~ jJf ····•••••••·••••· -/ •····••·~~.•·/J 1-~c~f • ---- -----
___ - -----
...•. 6-iPl'f Jl(7R -···· ••.•••••• -••·
-- --____ J -
F--t=r=-=-• ••i--1_· =±c"1=-r=F±=F'-'f-===F+=F=+=1=+-. ····-...... ·-·····-· 8'11==±==-ccl=±==±=±--+=+-"'l==-=F+=F"'~l
----J
-------' --__ ----------1---
······g~;•··
~F-~±· ·c'···c'-~ ~ t·"' .......... ,+"
---- -------- -----··l ..
-------- --------r-
i
-I ------- ---,---
I --------,---··· ................... T . r
---j---t --j---c---t-
_, --···--......•
-------- ----------- -
----> -
... ⇒. t··
. i
+--+-----t---+ -__ , :
. I
FI========·····=·•··=1 ""-···=···=···cccJ•·=•·••-c1e•=1L··=-,==:-~~-=---+.L-.-2 .... ~.=. -+·cL····=~L!•"'-l·~=-f+··.LciJ_·~+~5:0~~~~~~~~·_;_,~~~,~4~+f __ o~o~___L_.__...L.c;L..____L_1L4..l.+_5_0_l__L__L_-L--'-.. -._ .... _;_r 15+00~·····=1 =····==cc
CENTERLINE DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 5'.J5'00" E 66.69'
2 739•00· 200.00' 26.70'
J N 2'04-'00 • W 67.12'
4 4".JIJ"OO" 500.00' 40.14'
5 N 2".J2'00" E 45.54"
6 1.J0-17"00" 4-0.00' 90.95'
7 N 4-711 •oo• W 12.85'
PRIVATE CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 N 5".J5'00" E 43.88' VARIES 4-"-6"
2 90·00·00· 2.00' .J.14' 6" TYPE G-1 CURB
.J N 84-"25'00" W 18.00' 6" TYPE G-1 CURB
4 N 5•34,•44,• E 18.00' 6" TYPE G-1 CURB
5 N 84"25'00" W 18,00' 6" TYPE G-1 CURB
6 90·00·00· 2.00' .J.14-' 6" TYPE G-1 CURB
7 7"1'12" 185.Jl' 25.52' VARIES 6"-4"
8 N 2·04•00• W 67.12' 4 • ROLLED CURB
9 4•35•00· 515.00' 41 . .J5' 4 • ROLLED CURB
10 N 2".J2'00" E 45.54' 4 • ROLLED CURB
11 1.J0-17'00" 55.00' 125.06' VARIES 4"-6"
12 N 4711 '00" W 12.85' 6" TYPE: G C.tG
13 N 4,711 ·oo· w 12.85' 6" TYPE G C.tG
14 130•11·00· 25.00' 56.85' 6" TYPE G C.tG
15 4,•14,•or 485.00' .JS.BS' 6" TYPE G C.tG
16 90"07'.Jt • 2.00' .J.15' 6" TYPE G C.tG
17 N 8742'22" W 18.00' 6" TYPE G-1 CURB
18 N 2".J2'00" E: .JS.oo· 6" TYPE G-1 CURB
19 N 8728'00" W 18.00' 6" TYPE G-1 CURB
20 90•00'00· 2.00' .J.14' 6" TYPE G C&:G
21 N 2".J2'00" E 9.54-' VARIES 4 • -6"
22 N 2'04-'00" W 67.12' 4 • ROLLED CURB
23 739•00· 215.00' 28.71' 4 • ROLLED CURB
24 N 5".J5'00" E 66.69' 4 • ROLLED CURB
CMWD WATER DATA
' t BEARING/DELTA RADIUS LENGTH R£MARKS
1 N 5".JS'OO" E 66.69' 8" PVC CL-150
2 739•00· 192.00' 25.64' 8" PVC CL-150
3 N 2"04-'00" W 67.12' 8" PVC CL-150
4 4".J6'00" 508.00' 40.78' 8" PVC CL-150
5 N 2".J2'00" E 54.61' 8" PVC CL-150
6 N 2.J"2J'24-• E 2.J.79' 8" PVC CL-150
7 N 68"20'24 • E 24.43' 8" PVC CL-150
8 15"28'54" 200.00' 54.04' 8" PVC CL-150
UNIT
42
UNIT
29
/; ..: .,_l
T
.I
" '!i '1i i! . ·--., .. , .. ·--·-··
'
UNIT
28 UNIT
27
LOT I
G.U.E. PER
FINAL MAP
'
.. 0) -<ci ~ ... -
'
UNIT
46
UNIT
26
.JO' LWD EASE:f.(ENT
PER DOC. ~07 0004924:-t
REC. JAN: OJ. 2007
\ \
UNIT
Ml
UNIT
25
.,, UNIT
47
UNIT
24
60+00.
PRIVATE TOURMALINE PLACE
""1'S -
f-·-·1-· :_~-=--1Ur.cc, .:7 =--
... j :.= ... ==.: .. =.===·1-· ----+
... l=-'. ______ ---!
•• _c,t. ' I -------------.--
- . _f±~~~
••.JI, ·'4•••· .. -F+. cc· '+-I
---------__ , ______ _ ----------__ , ______ _
-----·---- ----<---~--t-----t--+--+----+--7-···· ...... J __ .
~--•~·•. ••••·••• ·••.~-••--•·~F __ ·•·~-~--16+00
~ ~ ';' !,
to -' --111,-.... ,
8 '
' . . '
. ----------------
--------------------------------------------
I
I
_,<---EX, 20' TRE:E TRIMMING RIGHT
TO SOG&:E RECORDEO
6-18-1954
BOOK 527.J, PG 4J2
OF O.R.
EX. 200' Soe&,E:
ESMT RECORDED 6-18-1954
IN BOOK 527J, PG ~
. .JB TC, 182.88 FL
i<\LLS PER G-22
16+64.12~6.49' LT
TYPE &-4-CO
• , 16+87.15 EC ,llj,~--jf-;-----,~~=
<S>~
~
>.
16+87.22
MH NO 11-12020
. '
i
l==-
~,__---;--_
,-;-.
OQ --~=-
i
i
i '
i
I ' L
' i
- --i
l
··&+=t='JB=±==+c==t=+==+-=i=;,---t----c=cr=',,.,--l+--,---f'=~•·--,sl
C)
1
2
3
4
0
1
2
.J
4
5
6
7
B
20 0
' ' ___ ,_
I ~---,---t
r-' '
•·ra . -----
L
'
..... -••·····• . ··•·•. ···•· ·. • 1 ~P--R.LO __ F-'-IL--E-'--S--C--A'---L-"~--S~
--:::· --:·1 r _.c__-+----,
fu61~~•• .. t~EV ••. tftl~ih8fM:f ~~~f HORIZ. : 1"=20'
VERT. : 1 "=4'
PRIVATE STORM DRAIN DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 89'.J0'/57" W 78.80' 8" PVC SDR-.J/5
N 2".J2'00" E 62.64-' 8 • PVC SDR-.J/5
26"18'4-0" 1'4.00' 52 . .J5' 8" PVC SDR-.J!J
N 4711'00" W .J6.4J' 8" PVC SDR-.J!J
LWD SEWER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 5".J5'00" E 66.69' 8" PVC SDR-.J!J
739•00· 210.00' 28.04-' 8" PVC SDR-.J!J
N 2•04,•oo• W 67.12' 8" PVC SDR-.J!J
4"J6'00"' 490.00' .J9.J4' 8" PVC SDR-.J!J
N 2'J2'00" E 56.69' 8" PVC SDR-.J!J
N 4J".J9'45" E 21.09' 8" PVC SDR-.J!J
N 79"4-1'14-" E: 49.75' 8" PVC SDR-.J5
N -fl"T 1 •oo• W 12,85' 8" PVC SDR-J5
20 40 60 ------
SCALE 1 "= 20'
ENGINEER Of' WORK
~.1 «'.'.'.'.~d..f /2"/cw_
R~ MARTIN DATE
R.C.E. NO. 48670 EXP. 6/50/10
REVIEWED BY:
C?=~
INSPECTOR
"AS BUILT"
~d..
DATE
l----+---+-------------+----+---+-----t-----1c:rJ cirvEN£rRINf t~~~~AD
HUNSAKER
& ASSOCIATES
SAN DIECiO, INC.
Pl.ANNlt-.lG 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX[858)558·1414
DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION
DATE DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT ANO UTILITY Pl.ANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
OWN BY:
CHKD BY: _.,,,_..__,_ __
RVWD BY:
PROJECT NO.
CT0S-05
DRAWING NO.
444-2
R:\0374\&Eng\lmprovements\B\0374ib06.dwg[]Jul-10-2008•14•11 W. 0. No. 490-71
RIN :
... sfb~ ,
... . ' l{ I
---· ::··:·:·:: ::::::r: ..
··L····~l~~'
---j--·_,_-r_:J:::::::::::: -f ::--f~
_J __ _
-------... ---------1·
CENTERLINE DATA
0 B[ARING/D[LTA RADIUS LENGTH REMARKS
1 N 47'11 •oo• W 118.92'
2 41'28'00" 150.00' 108.56'
J N 5"4-J'OO" W 88.08'
4 J"56'46" 500.00' J4.44'
PRIVATE CURB DATA
□ B[ARING/D[LTA RADIUS LENGTH REMARKS
1 N 47'11 '00" W 118.92' 6" TYPE G C&,G
2 41'28'00" 155.00' 119.42' VARIES 6"-4"
J N 5'4-J'OO" W 88.08' 4 • ROLLED CURB
4 J"56'46" 515.00' J5.47' 4 • ROLLED CURB
5 ; 3'()3 ';J 7" Vi\ 485.00' ,,,;zf. ~o· VARIES 6"-4"
6 i> S''t".3810/ 11 I' 2.00' /1\ 3.13', 6 • TYPE G C&,G
7 N 85"J207" E 17. '1'1',, 6" TYPE G-1 CURB
8 N 5'4-J'OO" W 80.00' 6" TYPE G-1 CURB
9 N 84'16'45" E 18.00' 6" TYPE G-1 CURB
10 89'59'45" 2.00' J 14• 6 • TYPE G C&cG
11 N 5'4-J'OO" W Ii'< 1/.{5'1 6 • TYPE G C&,G
12 41'28'00" 1J5.00' 97.70' 6" TYPE G C&:G
IJ N 47'11 ·oo· w 118.92' 6" TYPE G C&,G
14 N 67'J6'12" E 29.28' 6" AC BERM
CMWD WATER DATA -
\ I B[ARING/D[L TA RADIUS L[~GTH REMARKS
I 4·09•55• 200.00· 14.54' 8" PVC CL-150
2 N 47'11 •oo• W 89.20' 8" PVC CL-150
J 19'36'42" 200.00' 68.46' 8" PVC CL-150
4 N 27'J4'18" W 26.60' 8" PVC CL-150
5 N 5'4-J'OO" W 110.8J' 8" PVC CL-150
6 J"56'46" 492.00' JJ.88' 8" PVC CL-150
LWD SEWER DATA
0 B[ARING/D[LTA RADIUS L[NGTH REMARKS
I N 47'11 ·oo· w I 18.92' 8" PVC SDR-J5
2 N Jfi'49'02" W 57.58' 8" PVC SDR-J5
J N 1fi'05'05" W 57.59' 8" PVC SDR-J5
4 N 5'4-J'OO" W 88.08' 8" PVC SDR-J5
5 J'56'46" 510.00' J5.12' 8" PVC SDR-J5
PRIVATE STORM DRAIN DATA
0 B[ARING/D[LTA RADIUS LENGTH REMARKS
1 N 47'11 •oo• W 118.92' 8" PVC SDR-J5
2 15·00·0, • 150.00' 41.89' 8" PVC SDR-J5
J N 59·51•10• E 1J.25' 12" PVC SDR-35
4 N 61 '4-J'J6" E 1J.27' 8" PVC SDR-J5
5 2J"56'18" 150.00' 62.67' 12 • PVC SDR-J5
6 N 5'4-J'OO" W 8.00' 12" PVC SDR-35
7 N 84'17'00" E 18.50' 6" PVC SDR-J5
8 N 5'4-J'OO" W 76.08' 12" PVC SDR-J5
9 J'56'46" 500.00' 34.44' 12• PVC SDR-35
10 N 12'J6'06" W 1J.80' 6" PVC SDR-J5
11 N 52'18'58" W 18.72' 6" PVC SDR-35
72 N 24"59'4-J" W 1.94' 4 • PVC SDR-J5
17+00
... .I.
T--
17+50
EX. 20' TREE TRIMMING
RIGHT TO SDG&:E
RECORDED 6-18-1954
BOOK 52 7 J, PAGE 4-J2
OF D.R.
1 lF
!
18+00
EX. 200' SDG&:E EASEMENT
RECORDED 6-18-1954
BOOK 527J, PAGE 4-J2
OF O.R.
-----,---
18+50 19+00
----------
I ~ ~ -" 8 &l .,
~ ~ --"1\', Ill --,. ~ f;i " Q~ ., J, ,.: <:!
~it, " f;i ~ ..,~ .i IQ <o ~"' ~ II <o I .i <d--.... -\,
8 i ~ ~J, ., --,.---\, "' ~ ~'-'-
CONNECT TD AREA
DRAIN SYSTEM PER
DWG NO 444-2A
PRIVATE BRASS PL.ACE LOT 1
TREATMENT CONTROL BMP
TABLE 2
DESCRIPTION QUANTITY
BIORETENTION 2 EACH
19+50
HUNSAKER
& ASSOCIATES
SAN DIICO. INC.
Pl.ANNING 9707 Waples Street
ENC.INtERING San Diego, Ca 92121
SURV£YING PH(858)558·4500· FX(858)558-1414
LOT 1
UNIT
23
0 20 40 60
SCALE 1 •-20'
ENGINEER OF WORK
9 ~---=-~~~~~~~cf'/4~,/4~"8~1
R~DL. MARTIN DATE
R.C.E. NO. 48870 EXP. 6/30/10
DATE
INSPECTOR 7 DATE
I sH~ET I ._c_1r_Y--==o=F==-c=AR=L=s=s'---A-o_, ~ l---+---1-------------------1-----+---lf-----+----l ENGINEERING DEPARTMENT ~
1------+----+-----------------+---+-----lt----+----i
1------+---+-----------------+----+---+---+----I IMPROV[MENT AND UTIL/1Y PLA.NS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
R:\0374\&Eng\lmprovements\B\037 4;bQ7 .dwg[]Aug-05-2008: 14:51 W.O. No. 490-71
RIN ·
\
I
10,soo
010610
' --------------------"----f-------------r -------r------------r---1
. 1 ••••••• •••• . : . l • ••••· .· •••·•·••r . '-·· -+---f-+----+=~:::~:::cc::~•ccl~::-+-==------,cj,=···====t=ic=+
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---'----[
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. -----------------
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FOR 4" ROLLED C&G TC = CL •··
UNLESS OTHERWISE
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...... T I• Fl ¥ ....... , .. -+--+ -• -----------i----+----+--+---+----+---+-f-~ -----1 -----
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' .
--- - - - -··a---
----------~--
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. -
-----l -
-----1 ----l
; ---t-----
< <
I 1--· --
_ __j________,_ __ _:_
-r
i
-~ -..... ~·
·• •••••••} ..... ,·· =· ··-r. ···-······ ······· ••·•••·••••••• 1 ~.............. 1•... · , -.-t=+--+ , ................... ···1 ····• l
1"='-"============--'--'=-..L_'--L•·--1i_• •-1• •=•••·±+._.· •.tcr=•••=•·...11=····=== . ••-=••••.tcl .:__L__L_c__±=.1._LJ_L~_i==-.:i__c___:_±___::··c···:::1··· c::·.l· =····i·I· ._~.~.~. ~ .... 9'."" .... :l.l!. ~.~ .... :..a .... T.~ .. ~, ~ -+-f-----+ . I · ...... ~ ..... ~.. 'T ~ . i ~ R~ , .. ··='='11
HORIZ. :
VERT. :
1"=20'
1 "=4'
PROFILE SCALES
CENTERLINE DATA
0 BEARING/DEL TA RADIUS LENGTH REMARKS
1 O"I0'H" 500.00' 1.49'
2 N 1'36'00" W 43.20'
3 1·40•00· 500.00' 14.54'
4 N J'l6'00" W r,2.16'
5 4·54•00· 500.00' 42.76'
6 N 1"38'00" E 19.04'
7 J'54'09" 100.00' 6.81'
PRIVATE CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 0·10•14• 515,00' 1.53' 4 • ROLLED CURB
2 N 1'36'00" W 43.20' 4 • ROLLED CURB
J 1•40•00· 485.00' 14. II' 4 • ROLLED CURB
4 N 3'16'00" W r,2.16' 4 • ROLLED CURB
5 4·54•00· 515,00' 44,04' 4 • ROLLED CURB
6 N 1'38'00" E 79,04' 4 • ROLLED CURB
7 3·154 'og• 115.00' 7,83' 4 • ROLLED CURB
8 J"S4'09" 85.00' 5.79' 4 • ROLLED CURB
9 N 1'38'00" E 19.04' 4 • ROLLED CURB
10 4•54•00· 485.00' 41.48' 4 • ROLLED CURB
11 N J'/6'00" W r,2.16' 4 • ROLLED CURB
12 1•40•00· 515.00' 14.98' 4 • ROLLED CURB
13 N 1"J6'00" W 43.20' 4 • ROLLED CURB
14 0"10'14" 485,00' 1.44' 4 • ROLLED CURB
CMWD WATER DATA
( ; BEARING/DELTA RADIUS LENGTH REMARKS
1 0"10'14" 492.00' 1.47' 8" PVC CL-150
2 N 1'J6'00" W 43.20' 8" PVC CL-150 -3 1•40•00· 508.00' 14.78' 8" PVC CL-150
4 N J'l6'00" W r,2.22· 8" PVC CL-150
5 4·54•00· 492.00' 42.08' 8" PVC CL-150 ·-
6 N 1'38'00" E 85.32' 8" PVC CL-150
LWD SEWER DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 O"IO'H" 510.00' 1.52' 8" PVC SOR-JS
2 N 1'36'00" W 50,32' 8" PVC SOR-JS
J N J'16'00" W ,,9,28' 8" PVC SOR-JS
4 4·54•00· 510.00' 43.62' 8" PVC SOR-JS
5 N 1'38'00" E 19.04' 8" PVC SOR-JS ·-~ 6 N lf'J5'153• E 7.50' 8" PVC SOR-35
PRIVATE STORM DRAIN DATA . ----0 BEARING/DELTA RADIUS LENGTH REMARKS
1 rr,0•14• 500.00' 1.49' 12" PVC SOR-35
2 N 1'36'00" W 43.20' 12" PVC SOR-35
3 1•40•00· 500.00' 14.54' 12 • PVC SOR-JS
4 N J't8'00" W 45.42' 12• PVC SOR-JS
5 N 3°16'00" W 62.lJ' 12• PVC SOR-JS
6 4·154•00· 500.00' 42.76' 12• PVC SOR-JS
7 N t'J8'00" E 85,86' 12" PVC SOR-JS
20+50 21 +oo 21 +5o · ··· 22_· +~o-o---'----'----~~-2_,_2~+-5_,_o---'---_L__---'--'-"----'----L.2=3_._+L.o_Lo _ _L_.L__C__j____J__C=···23 +L5c.to==,L_!----'-___L_===='----'--'-..J.....c==·· .... -•l=l.---"C.===ccl___c___j===-L___C,=='-'-'---1'--------1
UNIT
23
UNIT
58
UNIT
22
.. ,::,r ..... ·-'"" .. ..I
JV
UNIT
59
JV
1 I ;
~
~;, "1
'
UNIT
60
+; l
-.,,'Ir --
JV
UNIT
20
L.
JV
UNIT
61
\ UNIT
19
UNIT
62
UNIT
18
JV
.....__ __ JO' LWD EASEMENT
PER DOC. 2007-0004924
REC. JAN. OJ. 2007
LOT l
PRIVATE BRASS PLACE
UNJT
63
UNIT
64
UNIT
'!
•··0• -Ii 'i; l'i
• j, ___ 16 ___ J_V
UNIT
65
..
9 '
---J.... __ s
UNIT
13
UNIT
66 I --.
---~----
HUNSAKER
r·!/
I
UNIT
14
& ASSOCIATES
5AN DIEGO, INC.
flt.ANNING 9707 Waples Street
ENCINECRING San Diego, Ca 9212'1
SURVEYING PH(858)558-4SOO· FX(858)553-1414
UNIT
67
(0 -
20 0 20 40 60
SCALE 1 "= 20'
ENGINEER OF WORK
k:<..~~aJt
R.C.E. NO. 48870 EXP. 8/30/10
,
INSPECTOR
"AS BUILT"
/"2
~~ DATE
l----+--+-----------+-------1--+---+-11s~ETl.c_1r_v-=o=F~c=A~RL=s=s~A-o--1~ _ ENGINEERING DEPARTMENT ~
7-1.:i. RLJ.;1
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAVID A. HAusr.
DWN BY:
CHKD BY: ~!,.,~~~-
RVWD BY: ?W
PROJECT NO.
CT0S-05
a/4!101 Olli
DRAWING NO.
444-2
R:\0J74\&Eng\lmprovements\B\0J74ib08.dwg[)Jul-10-2008:14: 1 J W.0. No. 490-71
RIN ·
101soo
\
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••·••••••••••··•·• Lf'? .·.
FOR 4" ROLLED C&G TC =
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0
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CENTERLINE DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 15'10'51" 100.00' 26.50'
2 N 20-4-J'oo· E 18.12'
3 45'4-J'OO" 100.00' 79.79'
4 N 25•00·00· w 22.95'
5 27'1J'OO" 35.00' 16.6J'
6 N 52'1J'oo· w 48.84'
7 2J2'18'00" 30.00' 121.63'
8 N 0'05'00" E 57.40'
9 25·05•00· 35.00' 15.J2'
PRIVATE CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
1 9·07'40• 115.00' 18.32' 6• 'TYPE C C&:C
2 118'51 •49• 30.00' 62.24' 6" 'TYPE C C&:C
3 J'J5'06" 215.00' 13.45' 6" 'TYPE C C&:G
4 104'23'06" 30.00' 5-,.,66' 6" 'TYPE C C&:G
5 N 25'00'00" W 1 . .58' 6" 'TYPE C C&:C
6 I 10'26'29" 2.00' 3.86' 6 • 'TYPE C C&:C
7 N 4-4'3J'31 • E 17.BJ' 6" 'TYPE G-1 CURB
8 N 45'26'29" W 18.00' 6" TYPE G-1 CURB
9 N 44'3J'31 • E 17.75' 6" TYPE G-1 CURB
10 96'46'31 • 2.00' 3.38' 6 • 'TYPE C C&:C
11 N 52'1J'oo• W 36.23' VARIES 6"-4"
12 232'18'00" 45.00' 182.45' 4 • ROLLED CURB
13 N o·os·oo· E 57.40' 4 • ROLLED CURB
14 25'0S'oo· 20.00' 8.76' 4 • ROUED CURB
15 N 25'00'00" W 16.56' 4 • ROLLED CURB
16 25'54'07" 115.00' 51.99' VARIES 6"-4"
17 89'01'14" 2.00' 3. ,,. 6" 'TYPE G C&:C
18 N 88'07'07" W 18.02' 6" 'TYPE C-1 CURB
19 18'50'07" 135.00' 44.38' 6" 'TYPE G-1 CURB
20 N 20'4-J'OO" E 7.20' 6" 'TYPE G-1 CURB
21 N 69'17'00" W 18.00' 6" 'TYPE C-1 CURB
22 90"00'00" 2.00' 3.14' 6" 'TYPE C C&:G
23 N 20'4-J'OO" E 8.93' 6" 'TYPE C C&:G
24 15'10'51 • 85.00' 22.52' VARIES 4"-6"
25 127'42'00" 3.00' 6.69' MOD 1YP B ROLLED
26 N 52'13'00" W 24.44' MOD 1YP B ROLLED
27 232'18'00" 15.00' 60.82' MOD TYP B ROLLED
28 N o·os·oo· E 24.44' MOD TYP B ROLLED
24+50
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PRIVATE BRASS PLACE
. /;21 . ----,-----------·-----------·-··-·
-----1-
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26+50 27+00
UNIT\ 7 : \
HUNSAKER
& ASSOCIATES
PlANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYJNG PH(858)S58-4500· FX(858)558-1414
27+50
-::_-::::::: ::;-;:----------.
=h & ••···•·•··· r +=+-----i=+=r=
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1
2
3
4
5
6
7
0
1
2
3
4
5
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1
2
3
4
5
CMWD WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 1'J8'00" E 68.13' 8" Pi-t: CL-150
N 1'J8'00" E 57,95' a• Pi-t: CL-150
N 20'52'00" W 25.60' 8" PVC Cl.-150
N 2'08'00" E 64.71' 8" PVC Cl.-150
N 42'J2'10" W 28.05' 8" PVC Cl.-150
N BJ'02'10" W 19.84' 8" PVC Cl.-150
N 26'57'50" E 57.81' 8" PVC Cl.-150
LWD SEWER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 8'J5'53" E 29.64' a• Pi-t: SDR-35
N 18'17'07" W 51.23' a• Pi-t: SDR-35
N 23'39'37" E 49.49' a• Pi-t: SDR-35
N 20'52'00" W 39,22' a• Pi-t: SDR-35
24'44'13" 200.00' 86.35' 8 • Pi-t: SDR-35
PRIVATE STORM DRAIN DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 1'38'00" E 21.0J' 12" Pi-t: SDR-35
N 75'41'45" E 12.37' 10• Pi-t: SDR-35
N 1'38'00" E 26.29' 12• Pi-t: SDR-35
16'27'06" 150.op' 4-J.07' 12• Pi-t: SDR-35
N 51'09'07" W 16.52' 8" Pi-t: SDR-35
............... iiiiiiiiiii ___ ~~ ~ ~
20 0 20 40 60 --~~-
SCALE 1 "-20'
---+=--
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HORIZ. : 1 "=20' - ------
VERT. : 1"=4'
TREATMENT CONTROL BMP
TABLE 2
DESCRIPTION QUANTITY
BIORETENTION 2 EACH
ENGINEER or WORK
~ ~-~~~~ u/4~T~ ~Jo. 48870 EXP. 8/30/10
"AS BUILT"
~d<-:k.L J&/&..
RcE -1-a., 70 EXP. , l..»/1¢-DATE
l----+---+-----------------+---+--~1----+-----1 I SH~ET I
1----+---+-----------------t----+-----1----+---1 IMPROVEMENT AND UTILITY PLANS FOR:
7•1.J. /?lfll ~'\ /t$·/3tllt T
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAVID A.
DEPUTY CITY ENGINEER
OWN BY:
CHKD BY: A~ .. "-+--
RVWD BY: M
PROJECT NO.
CT05-05
DRAWING NO.
444-2
R;\0374\&Eng\lmprovements\B\0374ib09.dwg[]Jul-10-2008:14: 13 W.O. No. 490-71
RIN ·
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1::.::..1· ·.::.· ._:_. L::Ll.:::13=-----··.1·=···"'·L···"'·:L· .L_::,L··.·L· ·l·L·=···=·L···f'·-"···J_· . .::. .. ± ·:;;c:•·•l::_:_:i:::1:.••=!±. ~~•··.J~?~;;.,.i.,. •.• ~•~j_• ft~icc:L-~---~_·. ·_:-M_\L-~ ... ~·.c'~:::.J:: ~=~_._•··1-f_;D __ ~_-'.'._~Lims ... ··• ... ••• .. •···_J··. __ v_E_R_T_. ___ 1_"_=_4_, _ _, ::t·--:: ., : ... 1. .. ·-·-·· ··-· .... -~--------___ ::· _:: =---:-Li··---::_· L±.:l3C::..LL==l.._JE·3-----.:..:..-------,··-,,._'._~-r -
40+00 40+50 41+00 41+50
CENTERLINE DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 75'48'00" € I IJ.94'
2 IJ'41 '00" 200.00' 47.76'
J N 89'29'00" € 15.38'
PRIVATE CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
82'36'16" 30.00' 43.25' 6" TYPf: G C&G
2 N 75'48'00" f: 66.82' 6" TYPf: G C&G
J N 75'48'00" f: 58.54' 6" TYPf: G C&G
4 82'36'J9" J0.00' 43.25' 6" TYPf: G C&G
CMWD WATER DATA
I I BEARING/DELTA RADIUS LENGTH REMARKS
I N 75'J7'25" € 19.42' 8" PVC Cl-150
2 16"00'35" 200,00' 55.88' 8" PVC Cl-150
LWD SEWER DATA
Q BEARING/DELTA RADIUS LENGTH REMARKS
r N 76"18'46" € 5.00J 8" PVC SOR-J5
2 10·00•29• 200,00' 34.93' 8" PVC SDR-J5
J N 75'J7'25" € 67,81' 8" PVC SDR-J5
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
N 14'12'00" W J,J4' 8" PVC SDR-35
2 N 26'15'44" W 23.66' 8" PVC SDR-35
J N 89'J8'28" f: 6.18' 4 • PVC SDR-35
4 N 75"54'11" f: 10.01' Ii" PVC SDR-35
U>T2
12" WH/Tf: LIMIT LINE--:----
& "STOP" PAVEMENT
LEGEND (11-IERMOPU.snc)
f Rl-1 ·srop• SIGN W/
DOUBLE STREET NAME SIGN
~ WT 1 -~
r G.U.E. PER
FINAL MAP
PRIVATE BERYL WAY
TREATMENT CONTROL 8MP
TABLE 2
DESCRIPTION QUANTITY
8/ORETENTION 2 EACH
HUNSAKER
& ASSOCIATES
SAN DIEGO, ING
Pl.ANNING 9707 Waples Street
ENGINE[RING San Diego, Ca 92121
SURVEYING PH(858)5S8·4500· FX(858)5511-1414
1
I
20 0 20 40
SCALE 1 "-20'
60
ENGINEER OF WORK
,,B~~.-~0~~LJ,!f2&~&=_~.r-/4 /4a
RA~NO L MARTIN 4m
R.C.E-NO. 48670 EXP. 5/30/10
INSPECTOR"°
s/2./,'l..
---. DATE
1--+-----+---------+------+--------t------t-------1 ~
>----+---+------------------t---+-----it------t-----i IMPROVEMENT AND UTIUIY PlANS FOR:
DATE INITIAL
ENGINEER OF WORr REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DA~r.t)""~R 9 /b,/O'i
DEPUTY CITY ENGINEER RCE 13081 EXP."' </J/ln DATE
DWN BY: _,_,A-4' ~--
CHKO BY:-~,--
RVWO BY: M
PROJECT NO.
CT05-05 I DRAWING NO.
. 444-2
~-------~
R:\0J74\&Eng\lmprovements\B\037 4;b 1 0,dwg(]Aug-05-2008: 15:05 W.O. No. 490-71
RIN ,
101soa
------ --------------.. -----------1-------------->--....
--t······ --
-·------------- - - - - -------------+-+-~-+----,----+--+ -e -
-+--------
.
-::..:_:_
'
"AS BUILT"
~---E-N_G_I-NE_E_R_O_F_W_O_RK-----1 2..J/~4 ~
RC~ EXP. _fo /3o/N-
_;) d~ /}nd:_ 8'" /4(os REVIEWED aY, ,, A ,1
RA~RTIN ATE C:..,-a~.~~~
R.C,E. NO. 48670 EXP, 6/30/10 1t""4?u..T<'4. /
s/,./4'l.,
DATE
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 9707 W<1.p'6 Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH{656)556·4SOO· FX(656)556·1414
//4 ::11 I' I I ' I
";< ;,1
I I I I I i
i '
. I
I
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA
11,•04'28'
2 N 88'28'04 • E
3 N 60-J8'J2' E
4 N a4•4a•o9• E
5 N 81'17'19' W
6 N J"08'11' E
7 N 76'15'08' W
8 N 45"54 'JB' W
9 N 85'JJ'25' W
10 N 24·25'55• W
11 N 10'11 '27' E
20 a
RADIUS
114.00'
20
LENGTH
Jl.98'
J4.94'
1J.54'
1J.54'
4J,94'
121.62'
86.19'
80.64'
2.J1'
2.2J'
40 ~----
SCALE 1 "= 20'
REMARKS
8' PVC SDR-J5
8' PVC SDR-J5
12• Pl!C SDR-J5
8' PVC SDR-J5
12' PVC SDR-J5
12• PVC SDR-J5
12• PVC SDR-J5
15' PVC SDR-J5
15' PVC SDR-J5
6' PVC SDR-J5
4 • PVC SDR-J5
60
'
---.
HORIZ. : 1 "=20'
VERT. : 1 "=4'
1----+----+--------------+----+--+--+----t cm cirvENG~rRINf !~~~~Ao fsHErnl LE._J
DATE INITIAL
ENGINEER or WOR~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED DAVID :tJ:Z.:.EM ~ / 7,.),,gJ
DEPUTY CITY ENGINEER RCE ~i~~j=-E-XP-.~6,~z3affrf-~
DWN BY: -''..1"12-'~-~
CHKD BY:--~-
RVWO BY: 6.,.)
PROJECT NO.
CT0S-05
DRAWING NO.
444-2
R:\0J7 4\&Eng\lmprovements\B\0J7 4ib 11.dwg(]Aug-05-2008: 15:40 W.O. No. 490-71
RIN ·
UNIT
NUMBE
R
2
3
4
5
6
1
8
9
10
II
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
21
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
/0
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
SEWER LATERAL TABLE
SEWER
STA @
MAIN
IF @
MAIN
STREET
STA @
CURB
LEN H DROP TO GT
(FT}
83!86.63 129.75 25+37.97 22.25
84f!5.JO 130.19 25+64.13 34.00
84+39.82 130.57 25+77.42 35.00
84+53.29 130.77 26+00.47 16.91
84+63.29 130.93 26!04.84 10.81
84+58.29 130.85 26+21.46 11.50
84f48.28 130.10 26+31.39 28.50
84+43.29 730.62 26+51.59 51. 18
84+33.29 130.47 26+62.83 55.71
84+ 10. 10 130.11 26+79.46 52.15
8.3+98.49 129.93 26+96.36 43.33
83+57.25 129 . .30 27+47.BB 25.51
83+29.34 128.78 24+73.25 36.00
81+99.51 132.94 23+37.91 28.00
81+77.32 133.39 23+15.66 28.00
Bft-29.92 134.34 22+68.26 28.00
80+94.08 135.07 22+35.88 28.13
80+67.34 135.61 22+06.54 28.00
80-1-45.67 136.05 21+84.86 28.00
79+98.33 137.00 21+37.52 28.00
79+69.08 137.59 21+08.47 28.00
79f41.26 138.25 20+80.16 28.00
79+ 19.65 138.67 20+58.56 28.00
73+12.86 172.71 15109.25 6.00
73+54. 13 172.90 14+90.53 6.00
73+19.80 173.24 14+56.19 6.00
/2+99.27 173.45 14+36.04 6.00
72+53.36 174.07 13+91.09 8.00
72+30.72 174.29 13+68.45 8.00
71+97.45 174.63 13+35.18 8.00
71+76.04 1/4.84 13+13.56 8.00
71+20.42 115.40 12+57.62 8.00
70+95.58 175.64 12+32.78 8.00
70+75.06 175.85 12+ 11. 13 8.00
70+08.10 177.23 17+40.81 23.40
70+30.33 176.78 11+65. 19 24.41
70+ 70. 06 175. 90 12 + 02. 02 2 3. 96
10+83.18 115.76 12+20.98 24.00
71+14.70 175.45 12+51.90 24.00
71+38.68 175.21 12+75.87 24.00
11+85.38 174.15 l3+23.09 24.00
72+13.56 174.47 13+51.29 24.00
72+35.72 174.24 13+73.45 24.00
73+06.08 173.38 14!42.52 24.00
73+21.33 173.17 14+63.72 22.00
73+58.79 172.85 14+95.19 22.00
73+79.81 172.64 15+16.4/ 22.00
74+35.81 172.08 15+73.01 22.00
74+52.90 111.91 15+90.10 22.00
74+78.00 171.43 16+14.61 22.52
74+85.85 171.26 16+28.12 21.89
77+38.25 146.85 18+81.48 5.30
77+59.88 144.38 19+01.07 6.61
78+05.83 140.89 79+45.46 4.00
78+27.50 140.47 19+67.12 4.00
78+76.23 139.52 20+ 15.85 4.00
78+97.72 139.10 20+36.92 4.00
79+31.85 138.43 20+70.76 4.00
79+52.93 138.02 20+91.84 4.00
80+04.19 136.88 21+43.38 4.00
80+25.77 136.44 21+64.96 4.00
80+60.10 135.75 21+99.30 4.00
80+81.19 135.32 22+20.38 4.00
81+33.96 134.26 22+72.30 4.00
81+50.55 133.92 22+88.89 4.00
81 +84.88 133.23 23+23.22 4.00
82+09.86 132.53 23+48.16 4.51
85!88.87 115.46 14+66.27 8.00
85+/0.92 115.82 14+48 . .52 9.50
85+36.75 116.50 14+14.15 9.50
85+ 15.65 116.92 13+93.05 8.00
84+67.15 117.89 13+44.55 8.00
84+45.48 118.33 !3+22.88 9.50
84+11.32 119.01 12!88.72 9.50
83+90. 78 119.43 12+67.58 8.00
83+44.65 120.34 12+22.05 7.83
83+19.92 120.57 11+97.32 9.33
82+88.82 119.18 11 f66.22 9.33
82+67.65 118.24 11+45.05 7.83
81+95.97 115.59 10!69.21 5.22
81+73.76 114.81 10+46.52 7.32
81+44.72 113.80 10+17.91 3.58
80+88.31 113.15 21+19.66 6.51
80+67.38 113.44 20+98.67 8.11
80+32.88 113.92 20+64. 18 8.29
80+ 11.37 114.22 20+42.68 6.90
MAIN
(FT}
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
7.75
1.50
6.50
6.50
5.00
4.00
3.00
3.00
1.20
1.20
1.20
1.20
0.90
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
6.50
7.00
7.50
8.50
8.25
7.75
7.50
1.80
2.40
3.00
2.00
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
J .20
1.20
1.20
2.50
2.50
4.00
2.00
1.20
1.20
0.59
IF @
CURB
TC FL SLOPE
(%} OVER
LAT
132.75 8.09 138.25
133.07 4.94 138.57
133.24 4.20 138.74
133.53 9.20 139.03
133.57 13.33 139.07
133. 63 9. 02 139. 13
133.62 6.04 139.12
133.49 3.26 138.99
133.27 2.88 138.77
133.06 3.36 138.56
132.85 3.97 138.35
132.28 6.99 137.78
131.98 5.56 137.48
134.99 3.05 140.49
135. 54 3. 41 141. 04
136.50 3.42 142.00
137. 76 3.17 142.66
137.74 3.33 143.24
138.18 3.34 143.68
139.14 3.35 144.64
139.73 3.35 145.23
140.30 3.02 145.80
140.73 3.06 146.23
181.44 16.32 186,94
181.26 14.36 186.76
180.58 13.97 186.08
180.72 12.89 186.22
180.27 15.05 185.77
DEPTH
@ TC
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
180.04 21.84 185.54 5.50
179.71 26.06 185.21 5.50
179.50 20.76 185.00 5.50
178.90 28.81 184.40 5.50
1/8.69 23.08 184.19 5.50
178.48 17.89 183.98 5.50
180,59 9.24 186.09 5.50
178,83 4.70 184.33 5.50
118.39 5.38 183.89 5.50
118.58 6.74 184.08 5.50
118.88 9.28 184.38 5.50
179.12 11.28 184.62 5.50
119.59 15.18 185.09 5.50
179.87 17.52 185.37 5.50
180.09 19.36 185.59 5.50
180.78 25.84 186.28 5.50
REMARKS
DEEP CUT LA T£RAL
D[[P CUT LATERAL
O[[P CUT LATERAL
D[[P CUT LATERAL
180.99 6.02 186.49 5.50 OEEP CUT LATERAL
181.31 6.63 186.81 5.50 DEEP CUT LATERAL
181.52 6.27 187.02 5.50 DEEP CUT LATERAL
181.68 4.99 187.18 5.50 DEEP CUT LATERAL
181.27 5.04 186.77 5.50 DEEP CUT LATERAL
180.21 4.56 185.71 5.50 DEEP CUT LATERAL
179.41 2.96 184.91 5.50 DEEP CUT LATERAL
149.48 15.57 154.98 5.50
147.91 17.16 153.41 5.50
144. 52 15.79 150. 02 5. 50
143.25 19.60 148.75 5.50
141.60 22.11 147.10 5.50
141.16 21.58 146.66 5.50
140.49 21.47 145.99 5.50
140. 06 21. 00 145. 56 5. 50
139.02 23.59 144.52 5.50
138.58 23.48 144.08 5.50
137.89 23.57 143.39 5.50
137.47 23./2 142.97 5.50
136.41 23.8/ 141.91 5.50
136,08 24.00 141.58 5.50
135.38 23.83 140.88 5.50
134.64 20.10 140.14 5.50
119.85 39.87 125.35 5.50
120.03 31.69 125.53 5.50
120.37 28.08 125.87 5.50
120.59 30.82 126.09 5.50
121.07 24.69 126.57 5.50
121.29 18.55 126.79 5.50
121.63 14.94 127.13 5.50
121.85 15.20 127.35 5.50
122.30 9.65 127.80 5.50
122.43 7.17 127.93 5.50
121.77 14.87 121.27 5.50
121. I I 21.32 126.61 5.50
119.23 21.86 124.73 5.50
119.00 23.07 124.50 5.50
118.72 25.84 124.22 5.50
116.13 24.31 122.23 5.50
116.52 23.18 122.02 5.50
116.18 12.15 121.68 5.50
114.96 2.11 121.46 6.50
LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN
MANHOLE ID NUMBER UPS MH COORDINATE PIPE PIPE PIPE Lnr•noN OF MANHOLE !ADDRESS) MH RIM EL. MH INV<RT MH DEPTH MANHOLE IIP) NO. OF LINES ~---~----+-----~---LENGTH DIA. MATERIAL SLOPE UPSTREAM DOWNSTREAM (FEET) IFffn (FEET) ct/:$,· fft~) DE, THROUGH MH
(FEET) (IN.} (Jr) e-------A-D_D_R_E_S_S ___ D_E_sc-_-1-----A-D-D-RE_S_S--~-D-ES_c __ +-u-P---'S--D-W-N-I--U-P-S'-'-';~D"LW_N---l-U-P-'-S~D_;_W_N---lF'-'up'""'sL.._;'.=D'---W-N-+-U-P-S~-D-W_N_ UPS OWN X y
11-11970 TO 11-11980 6250784.7 1983506.8 61.06 8 PVC 2.00J& PVT. TOURMALINE PL. PVT. TOURMALINE PL. 186.5; 183.75 177.35 176.13 9.22 7.62 STO STD 1 1
11-11980 TO 11-11990 5250753,1 1983568.3 209_90 8 PVC 1. OOJ& PVT. TOURMALINE PL. PVT. TOURMALINE PL. 183.75 185.88 175.93173.83 7.82 12.05 STO STO 1
11-11990 TO 11-12000 5250778.8 1983781.6 186.69 8 PVC 1.00Jr PVT. TOURMALINE PL. PVT. TOURMALINE PL. 185.88 185.82 173.63 17/.71 12.25 14.06 STO DE 1 1
11-12000 TO 11-12010 6250779.9 1983972.7 16.10 8 PVC 6. 03Jr PVT. TOURMALINE PL. PVT. TOURMALINE PL. 185.82 184.14 171.56171.21 14.26 12.93 DE DE 1 1
11-12010 TO 11-12020 6250794.4 1983987.9 45.21 8 PVC 7. 68Jr PVT. TOURMALINE PL. PVT. TOURMALINE PL. 184.14179.33171.00167.5313.14 11.80 DE STO 1
11-12020 TO 11-12030 6250843.3 1983996.9 127.74 8 PVC 1 O. 98~ PVT. BRASS PLACE PVT. BRASS PLACE 179.33 161.10 167.33153.30 12.00 7.80 STD STD 1
11-12030 TO 11-12040 6250940.0 1983907.3 53.58 8 PVC 10.00' PVT. BRASS PLACE PVT. BRASS PLACE 161.10 155.54 153.10 147.74 8.00 7.80 STO STO 1 1
11-12040 TO 11-12050 6250974.5 1983851.2 53.59 8 PVC 1 1 .46J PVT. BRASS PLACE PVT. BRASS PLACE 155.54 151.21 147.54 141.40 8.00 9.81 STD STD 1 1
11-12050 TO 11-12060 6250990.5 1983805.9 171.05 8 PVC 7 .95Jr PVT. BRASS PLACE PVT. BRASS PLACE 151.21 145.21 141.20 137.8, 10.01 7.34 STO STO 1
11-12060 TO 11-12070 6251003.0 1983531.4 237.94 8 PVC 2.02J& PVT. BRASS PLACE PVT. BRASS PLACE 145.21 140.17 137.67 132.8, 7.54 7.30 STO STO 1
11-12070 TO 17-12080 5257008.1 1983389.7 33.14 8 PVC 4. 53Jr PVT. BRASS PLACE PVT. BRASS PLACE 140.17 138.73 132.67 131.1; 7.50 7.55 STO STO 1 1
11-12080 TO 11-12090 6251002.6 1983353.0 47.23 8 PVC 5.44Jr PVT. BRASS PLACE PVT. BRASS PLACE 138.73 135.58 130.97 128.40 7.76 1.18 STO STD 2
11-12110 TO 11-12100 6257059.7 1983150.7 121.57 8 PVC 1.54% PVT. BRASS PLACE PVT. BRASS PLACE 138.96 137.48 130.96 129.09 8.00 8.39 STD STD 1 1
11-12100 TO 11-12090 6250998.8 1983259.0 45.49 8 PVC 7.08% PVT. BRASS PLACE PVT. BRASS Pl.ACE 137.48 135.62 128.89 128.40 8.59 7.22 STO STO 2
11-12090 TO 11-12120 6251018.7 1983304.3 98.74 8 PVC 11.43Jr PVT. BRASS PLACE PVT. BERYL WAY 135.62 125.41 128.20 116.91 7.42 8.50 STO STD 2 1
11-12120 TO EX STUB 6257117.J 1983332.7 3.00 8 PVC 2. OOJr PVT. BERYL WAY ESTRELLA DE MAR RD 125.41 N/A 175.71 N/A 8.70 N/A STO N/A N/A
11-71919 TO 11-11920 6251316.7 1983140.2 110.41 8 PVC 1.40Jr PVT. MERCURY PLACE PVT. FELDSPAR PLACE 127.05 123.75 114.36 112.81 5.59 10.94 CO STO 2
11-11940 TO 11-11930 6257208.5 7983437.2 66.01 8 PVC 4.45Jr PVT. FELDSPAR PLACE PVT. FELDSPAR PLACE 127.70 126.06 120.70 117.76 7.00 8.30 STO STD 1 1
11-11930 TO 11-11920 5251205.9 1983366.5 135.88 8 PVC 3.50J& PVT. FELDSPAR PLACE PVT. FELDSPAR PLACE 125.06 123.75 117.55112.81 8.50 10.94 STO STO 1 2
11-11920 TO EX STUB 6251258.0 1983238.4 21.99 8 PVC 2. OOJr PVT. FELDSPAR PLACE ESTRELLA DE MAR RD 123.75 N/A 112.61 N/A 11. 14 N/A STO N/A N/A
11-11940 TO 11-11950 6251208.5 1983437.2 264.95 8 PVC 2.00Jr PVT. FELDSPAR PLACE PVT. FELDSPAR PLACE 127.70 125.16 120.70 115.40 7.00 9.76 STO STO 1
11-11950 TO 11-11960 6251218.5 1983705.9 30.73 8 PVC 40. 06! PVT. FELDSPAR PLACE PVT. FELDSPAR PLACE 125.16 122.87 115.20 105.54 9.96 17.33 STO DE 1
11-17960 TO EX STUB 5251219.8 1983741.2 5.72 8 PVC 2.00Jr PVT. FELDSPAR PLACE PVT. FELDSPAR PLACE 122.87 N/A 105.34 N/A 17.53 N/A DE N/A N/A
ENGINEER or WORK
RAi:~~:&f~
R.C.E. NO. 48670 EXP. 6/30/10
"AS BUILT"
~<4-L-_7&1//"l.
RCE >fBfo?or.XP. t:., / ~//'I-DATE
REVIEWED BY: / //
'--===·~'= ... ==· ==··z' ,,='~ .d'~ A~==~=~
INSPECTOR L DATE
1----+--+-----------+---f---+------+---i~.c_lT_Y~O=F~C~A~RL~S=B-A_D~~ ~ _ ENGINEERING DEPARTMENT ~
l'IANNINC
ENGINE[RJNG
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
9707 Waples Street
San Diego, ca 92121
PH(858)558-4500· fX(858)558-1414
DATE INITIAL
ENGINEER Of WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROV£M£NT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED
DEPUTY CITY ENGINEER RCE ,3.3081 EXP,h,
OWN BY:J"!JI;'
CHKD BY;-~;!
RVWO BY· (.
PROJECT NO.
CT05-05
DRAWING NO.
444-2
R:\0374\&Eng\lmprovements\B\0374ib12.dwg[]Jul-10-2008: 14:15 W.O. No. 4-90-71
RIN ,
101508