HomeMy WebLinkAboutDWG 442-1; CUP 05-06; VLC OAKS NGHBRHD 3.2 RV SITE; 01-05GENERAL NOTES
1. THIS PIAN SUPERSED£S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMfNTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PIAN D0£5 NOT L£SS£N OR WAIVE ANY PORTION OF TH£
CARLSBAD MUNICIPAL CODE, RE:SOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHfR ADDITIONAL DOCUMfNTS LISTED HfR[ON AS TH£Y MAY
PfRTAIN TD THIS PROJfCT. THE £NGINE£R IN RE:SPONSIBLE CHARGE SHALL
REVISE TH£S£ PLANS WHfN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT R£Ll£VE THE D£VELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND
OMISSIONS DISCOVER£D DURING CONSTRUCTION. ALL PLAN R£VISIONS SHALL
BE PROMPn. Y SUBMITTED TO Tl-IE CITY ENGJNITR FOR APPROVAL
4. A RIGHT-OF-WAY P£RMIT FROM THE CITY £NG/NEER WILL BE REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PfRMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FIL£D NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY JN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. TH£ INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS £STABLISH£D BY "BESTS" K£Y RATING GUIDE:.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE B££N OBTAIN£D FROM
THE CITY AND OTI-IER APPROPRIATE AGENCIES.
6. REVISION OF THE:SE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO R£VISIONS WILL BE MADE TD THESE PLANS WITHOUT Tl-IE WRITTF:N APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE R£V/SION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND Tin.£ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE R£VISED TD REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL AGGEPTANCE OF THE WORK BY THE
CITY.
10. AGGESS FOR FIRE AND OTHER EMERGENCY VEHICL£S 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 SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS JN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINE£RING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF Fl£LD TESTS. THE
WRITTEN Fl£LD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE Fl£LD TESTS.
12. A Pl?ECONSTRUCDON MEETING SHAI L BE HE/ D AT THE Sm'. PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RE:SPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS Of THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(4J8-J891) AT LEAST FIV£(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
1 J. ALL JNSP£CTION REQU£STS OTH£R THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECTION RE U£ST LINE AT
760 4J8-JB9 I .INSP£CTION REOU£STS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NffDEQ INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS !ATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DfVELOPER AND/OR CONTRACTOR
SHALL D£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£VJCES, INCLUDING
SHORING, AND SHALL BE SOL£LY RESPONSIBLE: FOR CONFORMING TO ALL LOCAi..
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTI-IER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TR£NCH£S OR DURING THE PIPE INSTALLATION
THEREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCH£S FIVE FEET (5 ') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PIAN VARIES FROM THE SHORING SYSTEM
STANDARDS £$TARI {SHED BY lliE CONSTRUCTION SAfE1Y DROCRS nn E IJ
CALIFORNIA ADMINISTRATIVE CODE, THE PIAN SHALL BE PREPARED BY AN
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, QPERADQNS Wll L CEASE IMMEQ/AID Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. D£PARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPM[NT, CONSTRUCTION EQUIPMENT AND ANY OTH£R ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A. M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE: CONDUCTED ON WITKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE: AT TH£ ENGINE£RING DEPARTMENT COUNTER.)
18, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TD BEGINNING OF
WORK. M CONTRACTOR SHALL BE R£SPQNSIBLE FDR ANY DEBRIS OR DAMAG'
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT Of THE
GRADING OPERATION.
19, NO BLASTING SHALL 8£ COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20, THE EXISTENCE AND LOCATION OF UTILITY STRUCTURE:S AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALL£D TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURE:S NOT SHOWN OR IN A LOCATION DIFITRENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR JS REQUIRED TO TAK£ DU
PRECAUTIONARY MEASURES TO PROTECT THE UTIUTl£S SHOWN ON THE PLANS AND
£
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENn.Y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF TH£ CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONfllCT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRI.JcTION NEA/t THEIR
FACILITJE:S AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4 1JJ
SDG&E (800)660-7
SBC (800)892-0
ADELPHIA COMMUNICATIONS (760)4JB-7
J4J
123
741
809 COX COMMUNICATIONS (760)806-9
CITY OF CARLSBAD (STREETS ,I,: STORM DRAIN) (760)4-34-29
VALLECITOS WATER DISTRICT (SEWER, WATER ,I,: RECLAIMED WATER) (760)744-04
BO
60
HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
PLANNING 10179 Huennekens Street
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE: DETERMINED AFTER "R" VALUE
TESTS HAVE BEE:N CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE Fl£LD OF APPLIED
SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALL£D AS SHOWN ON THESE PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LJGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE •cur OFF" TYPE.
.3. ALL UND£RGROUND UT/UT/ES AND LATERALS SHALL BE INSTALL£D PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350 OR ASB£STOS CEMENT PIPE WITH A MINIMUM D-LDAD OF
2 TIM£S THE MINIMUM D-LOAD R£QUIRED FOR RCP.
FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVID£D DEPTH IS LESS THAN 15 FEET AND BACKFILL£D WITH 3/ 4 • ROCK
PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD J034 FOR SDR 35
SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOV£D
WITHIN TWENTY FEET OF BUILDING OR STRfET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHE£LCHAJR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF T/11 .. E 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STRE:ET TRE£S SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
B. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PIAN P£R SDRS DWG M19.
9. ALL SURV£Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURV£Y (cur:) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
"QEClARADDN Of RESPONSIBI E CHARGE"
ENGINEER'S NOTES
I . 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 LOCI\L,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJE:CT.
INCLUDING SAFETY OF ALL PE:RSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALL£GED,
IN CONNECTION WITH TH£ PERFORMANCE: OF TH£ WORK ON m,s
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENGINEE:R.
J. THE CONTRACTOR IS R£SPONSIBL£ TO INSURE THAT ALL SLOPES, STREETS,
UTIUTl£S, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING TH£SE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINE£R OF WORK AT (858) 558-4500.
4. mE CONTRACTOR SHALL VfRIFY ALJ.. STAKES FOR ACCURACY AGAINST APPROVED PLANS.
PRIOR TD TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK
mAT RESUL1S FROM PROCEEDING USING INCORRECT STAKES mAT ARf NOT VAUDATED
BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.
5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT
THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND 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.
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, TI-JERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON TH£SE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED
IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEV/A TIONS PRIOR TO ORDfRING MATERIALS FOR THE
PROJECT, AND ALLOW sumctENT TIME FOR R£VISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITl£S REQUIRE CHANG£S TO THE D£S/GN.
ENGINEER'S NOTES (CONT.)
I 0. 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.
I J . THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 4B HOURS PRIOR TO
BACKFILLING TRfNCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIE:LD SHOTS TO PROVIDE THE ENGINEER OF WORK
w,m A LE:TTE:R OF CE:RTIFICATION STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HEREON. THE CERTIFICI\T/ON 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 PROGR£SSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTEND£NT AS ACCURATE AND COMPLETE
UPON COMPLETION OF m£ PROJECT, AND BECOME THE PROPERTY
OF THE ENG/NITR OF WORK.
13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQU/REMl=NTS
IN THE REPORT.
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TE£S
IN WATER SYSTEMS PURSUANT TO Tl-IE APPROPRIATE WATER DISTRICT STANDARD.
I 6. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOL£S ANO SERVICE POINTS PRIOR
TD ENERGIZING THE SYSTEM.
17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THI= DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RfSPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RE:SPONSIBLE FOR
THE R£VISIONS.
ENGINEER'S STORM DRAIN NOTES
I HEREBY DECLARE THAT J AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RE:SPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 67DJ OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
Tl-IE D£SIGN IS CONSISTENT WITH CURRENT STANDARDS.
7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WEl.L AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS REQUIRED TO RE/.IAJN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AG£NCY.
I. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRES[NTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE R£PORT
ON FILE AT THE omcE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONSIBLE FDR USE OF THE HGL SHOWN HEREON, BY omERS, WHEN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINE£R R£SPONSI/JL£ FOR
THE REVISIONS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP£CIFICATIONS
THE CITY OF CARLSBAD DOES NOT RELIEVE Mf, AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKER ,I,: ASSOC/A TES
BY
OF MY 8. WHERE TRENCHES AR£ ADJACE:NT TO FUTURE BUILDING SITES, A LICENSE:D
SOILS ENGINEER SHALL Bf RETAINED BY THE OWNER TO COMPLETE NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
ADDRESS; 70179 Hl/fNNEllfN$ AVE
CITY, ST.: SAN DlffiQ CA
TELEP NE: (858) 55B-4500
BY: ~~~~£::;~~~~=.• ____ DATE: ~f~o.,,_h~3~/o~'---
A YMOND L. MART IN '
P.E. NO.: RCf 48670
9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY TH£
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.
2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL 13£ CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AM£RON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING
R£SJN (RTR) COUPLING OR f;QLIAL FOR TH£ ENTIRE RE:ACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, CJ6 t, AND C443.
3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 2D FEET PER SfCOND
SHALL HAVE A MINIMUM COVEii OF 1-1/2 INCH OVER mr INVERr fl£}NfORCING STEEl..
mE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI.
FOR VELOCITIES £XCEEDING JO FEET PER SECOND, USE fc ~ 6,000 PSI.
EXP I RAT JON DATE: ~6~/~.'!0wl~O,...B~-------
DECLARATION OF ENGINEER OF WORK:
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN
ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS
AND PRACTICES. AS Tl-IE ENGINEER IN RESPONSIBLE CHARGE OF THE
DESIGN OF TH£SE IMPROVEMENTS, J ASSUME FULL RESPONSIBLE
CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE
THAT THE SIGNA TUR£ OF THESE PLANS BY VALLECJTOS WATER DISTRICT,
IS A R£VIEW OF GENERAL COMPLIANCE WITH DISTRICT STANDARDS. THIS
APPROVAL IS NOT A DETERM/NATION OF THE TECHNICAL ADEQUACY
OR ACCURACY OF THE DESIGN OF THE IMPROVEMf;NTS. SUCH
APPROVAL DOES NOT, THEREFORE, RELl£VE ME Of MY RESPONSIBILITY
FOR THE DESIGN OF THE IMPROVEMENTS.
B\'.•Q ~,>!'-'5lt~
0RA~RTIN, R.C.E. 48670
REFERENCE DRAWINGS
DA TE: 10,/, :J lo-'
EXP. 6/3~
CITY OF CARLSBAD DRAWINGS J97-1F, 368-2,28, 419-6A, IP-4517
OWNERS / PERMITTEES
REAL ESTATE COLLATERAL MANAGEMENT COMPANY,
A D£LAWARE CORPORATION
/903 WRIGHT PLACE
SUIT£ /BO
CARLSBAD, CA 92008
I 7601 929-2701
PROJECT WCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
223 032 01 ANO 223 071 11 ----
THE CALIFORNIA COORDINATE IND£X OF THIS PROJ£CT IS
N H!ZB E 6268
BASIS OF BEARINGS
TC
GB
8\/C
EVC
VP/
BC
EC
HP
LP
FL
DWY
FS
PRC
ST. cc ca PUC
THE BASIS OF BEARINGS FOR THIS SURVEY' IS TH£ CALIFORNIA COORDJNA TE SYSTEM -
198J, ZONE VI, 1991.J5 EPOCH, NORTH AMERICAN DATUM OF 198J (NADB3), GRID
BEARINGS BETWEEN STATION 147 AND STAnON 15:l AS SAID COORDINATES ARE
PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER ON FEBRUARY B, 2002.
IE: N 04"55'J9" W
REFERENCED BEARINGS FRO/I OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 147 IS
0.99993947. GRID DISTANCE = GROUND DISTANCE: X COMBINED SCALE FACTOR.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGAL£RT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
q¥-ofESS1~ VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL
'/: L. :1< UNDERGROUND SERVICE ALERT AT: ., 'i. " ~ , TOLL FREE 1-800-422-4133 ~ '2 i: $, NO. 4B670 /:: TWO WORKING DA Y5 BEFORE YOU DIG '\ EXP. 6/50/08 ~
~ ..... ,,\ dt' .... ~ OF CAI.If VALLECITOS
SOURCE OF TOPOGRAPHY 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP.
TOPOGRAPHY SHOWN ON THESI= PLANS l\l'\S GENERATED BY AERIAL SURVEY'
BY SAN-LO AERIAL SURVEYS (1-J0-97) AND BY R.J. LUNG (5-11-04).
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
LEGAL DESCRIPTION
LOT 210 AND 216 OF MAP NO. 151J8 FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO, APRIL 18, 20011 FILE NO. 20011-027l049 OF OFFICIAL
RECORDS.
LEGEND OF ABBREVIATIONS
TOP OF CURB RT
GRADE BREAK LT
BEGIN VERTICAL CURVE TW
END VERTICAL CURVE PCR
VERTICAL POINT OF INTERSECTION MVC
BEGIN CURVE CL
END CURVE aw
HIGH POINT ., .. S
LOW POINT "· '. •
FLOW LINE CTB RP
DRIVEWAY £OP
FINISHED SURFACI=
POINT OF REVERSE CURVE CDS
STREET RCP SD CENTER OF CUL-DE-SAC KNU
CURB
PUf3LIC I.ITIL Tr( ANO ACCESS ~St:Mt:NT
RIGHT
LEFT
TOP OF WALL
POINT CURB RUURN
MODIFIED VERTICAL CURVE
CENTERLINE
BOTTOM OF WALL
NOT TO SCALE
CEMENT TREATED BASE
RADIUS POINT
EDGE OF PAVEMENT
CUL-DE-SAC STATIONING
REINFORCED CONCRETE PIPE
STORM DRAIN
KNUCKLE STATIONING
VALLECITOS WATER DISTRICT
STATEMENT REI.AT/NG TO REIMBURSEMENT AGREEMENTS AND
EXTENSIONS OR ENLARGEMENT OF FACILITIES
The Owner of the project designated Lo..Co;,\o. CJc.\~ ~or\-~ 'R,\/ \..o\.
\ I
..,, I I
~\
""\ 0
0
0
. \ \
'0
'
COSTA
CITY OF ENCINITAS
VICINITY MAP
N TS ...
SHEET INDEX
MARCOS
\I
ROJECT
TE
has reviewed District Ordinance Na. 115, Adapted November I, 1995 and agrees that the NOTES AND LEGEND SHEET 1
KEY MAP AND SECTIONS SHEET 2 Jt J project: IMPROVEMENTS SHEET 4-5
IRI is not eligible for a reimbursement agreement.
□ is e/ig;b/a for a reimbursement agreement and: CARLSBAD FIRE DEPARTMENT
□ will execute an agreement with the District. REQUIREMENTS:
IRJ will not execute an agreement with the District. NUM8£R OF F.H. 'sL F.FLOW11ifllJ. G.P.M. our OF.Lr.ff. 's
Reimbursement agreements
Br:~ Na.!. F.FLOW 1500 G.P.M. Signed by:
_ ,.--1,j,1kr VALLECITOS WATER DISTRICT
11£ ( ON£
BENClI MARK -"AS BUILT"
WATER DISTRICT DESCRIPTION: U.S. C. de G.X. BRASS DISC STAMPED
"KJ02., I 9J5" IN CONC. MON. / Y~± a/zr/t1 ENGINEER OF WORK Approved By:~
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN
BER/I UN£ ON RANCHO SANTA FE ROAD, •
Rcf'flal1> ?0 DAT[ 133 NORTHERLY OF ELECTRIC EXP. 11,i._3CJ,!,a9 TRANSMIS~/ON UNI= POLE MARK£D "n..2J011 AND 7L 13825" AND 0/»/p; /\ ''/1.S-BUILT" APPROXIMATELY 1.2 MILE:S NORTHERLY ~t.,-11
Date: OF THE INTERSECTION OF RANCHO DATE INITIAL
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOUOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2.
J.
4.
5.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PIANS.
RESOLUTION NO. 6117 DATED JUNE 7, 2006.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. 6.
7.
8.
9.
DATED AUGUST J, 2001, AND UPDATED LETTERS DATED JUNE 14, 2005 AND JULY 20, 2005 •
10.
11.
12.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
AMY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-07.
VALLECITOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER &: SEWER, &: APPROVED AMTERIALS LIST.
STORMWATER MANAGEMENT PIAN FOR lA COSTA OAKS NEIGHBORHOODS J.2
PREPARED BY HUNSAKER DATED AMY 15, 2006.
THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF RECIA/MEO WATER SYSTEMS.
STORM WATER POLLUTION PREVENTION PIAN.
PREPARED BY: HUNSAKER st ASSOC/AITT , WDID NO. 9 J7CJJ5747, DATED MARCH 24,2005.
TYPE DESCRIPTION
OTI-IER MP-5 I VORTEX
SEPARATOR
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY LINE
PROPERTY LINE
EASEMENT LIN£
A.C. PAVING/BASE (4"AC/4':48 MIN.)
6" TYPE G CURB &: GUTTER
6" CURB
6" TYPE A AC BERM
CONCRETE SIDEWALK
TREATMENT CONTROL BMP TABLE 1
OWNERSHIP
PRIVATE
I,EGEND
STD. DWG,
••G-2
••"G-1
•••G-5
MAINTENANCE SHEET NO. AGRE[MENT
CC&:R 4
,
SYMBOL
--------
MA/NTENANCF:
FREQUENCY
PER MANUFACTURER
QUANTITY
48,188 S.F.
768 L.F.
714 L.F.
1,321 L,F.
PRIVATE STREET LIGHT 9,500 LUM (HPSV) '**E-1, ••E-2, **M-21 o--Q
2,0JO S.F.
1 E.A.
CONCRETE DRIVEWAY
EXISTING STORM DRAIN
18" HOPE STORM DRAIN {PRIVATE)
24" HDPE STORM DRAIN (PRIVATE)
PROPOSED CLEANOUT TYPE ':4-4"
PROPOSED CATCH BASIN TYPE "G-1"
PROPOSED TYPE "B" CURB INLET
JO" CMP RISER
CDS MODEL PMSU 20_20
HEADWALL
EXISTING WATER LINE
ARE HYDRANT ASSEMBLY WITH MARKER
24' ALLEY TYPE DRIVEWAY
•"G-140
**D-9
**0-8
••D-2
**D-34
*GS-20
• CITY OF CARLSBAD/CMWD STANDARD D_RAWING
'* COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING
••• AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
.,., VALLEC/TOS WATER DISTRICT STANDARD ORA.WINGS
AND SPECIF/CA T/ONS
.
==--===litiJ=--=51==. =
~----=-
[9
-----w--
~ FH
V. JY. D. "AS-BUIL'l"'
Ct'J,vr,qcr VWtl Ft'JR ·.RS·,!3llil-T"Pt.4~ATE
(SIGNATURE)
RAYMOND L MARTIN P.E. NO.:
107 S,F.
526 L.F.
113 L.F.
4 E.A.
2 E.A.
2 E.A.
1 E.A.
1 E.A.
1 E.A.
1 E.A,
653 S.F.
.
48670
MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.E.
I SH;ET I I SH5S I CITY OF CARLSBAD
ENGINE:ERING DEPARTMENT
IMPROVEMENT PLANS FOR:
LA COSTA OAKS NORTH
RVLOT -
AP~R°!i:J°,J}..AD c.lc~"Wi1f· JR. ;. ~ /31. .... f~I! •·•o••• 12. Z.7 'C(
CITY ENGINEER RCE 33069 EXe06Z30ZDa DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: .. .,,
ENGINttRING San Diego,. Ca IJ2121
~ ~a~t:.:.. I~~' ~IEWED )!:___
/of~• ~4• ··71 10/21/t17 SANTA FE ROAD AND !A COSTA AVENUE. CUP05-06 442-1 RAON/JL.MARTIN -DA TE REVISION DESCRIPTION V. RCE NO 48670 EXP. 6/JD/08 EL£VATION; 5J3.J9 NGVD 29 MSL ' DA'TE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL R~D BY: INSPECTOR --· SUKVEYING PH(BS8)55B·4500· f~(BS8)558·1414
R,\□5b9\&Eng\JMPR□VEMENTS\0569IAOI :lwg[ 1275J □ct-12-20Q6•12•10
• 'f
w.o. No. 2352-176 V. W.D. 206-71
BIN :
I ----
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
PtANNING 10179 Huennekens Street
ENGINEERING San Die&o. Ca 92121
SURVEYING PH(858)558·4500· FX'858}555·1414
5
KEY MAP
LEGEND
SUBDIVISION BOUNDARY
RIGl-fr OF WAY
--------
SHEU NO.
FIRE HYDRANT
PRIVATE: STREU LIGHT
STORM DRAJN
WATER LINE
SEWER LJNE
~v.ofESS1011, ~ L. :ft ~ i "' 'i --% IB NO. 48670 /;/
~ J:XP. 6/J0/08 :,
~ . ('11111\ ~'t:
o,-c,.,._1f
ENGINEER OF
@
[)cX1
Q-<,
=[Q]=
WORK
~,;(.t;lad;_ ~It&
RA ONOL MARTIN DATE
RC[ NO 48670 EXP. 6/30/08
VALLECITOS
WATER DISTRICT
Approved By:~
Date: /•,{~. 7
SCALE:
~--
l"-·---. \---
i-----\----r-----
1 "=
I
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6 0 '
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VALLECITOS "WATER DISTRICT
I. ALL WA77:'R AND SEWER L.INES SHALL BE INSTALLED ACCORDING TO THE CURRENT
STANDARD SPECIFICATIONS DRAWINGS AND APPROVED MA77:'R/Al UST OF THE VALLECITOS
WA 77:'R DISTRICT FOR THE CONSTRUCTION OF WA 77:'R AND SEWER FACILITIES.
2. WA77:'R LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL
HAVE A MINIMUM COVER OF 5 FEET.
.J. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO
CONSTRUCTION.
VALLECITOS WATER DISTRICT. ............................................... t-760-744-0460
COX COMMUNICATIONS ......................................................... 1-800-227-2600
S.D. G.&E ............................................................................... 1-800-227-2600
PACIFIC BELL ........................................................................ 1-800-227-2600
UNDERGROUND SERVICE ALERT. ........................................... 1-800-227-2600
,f. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION
OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT. AND PROTECT
THF:M FROM DAMAGE: THE ACru-lL LOCATION AND DfJ'TH OF ALL EXISTING WATER AND
SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR ANO ANY DISCREPANCY IS TO
BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORREGnON AND
THEN SUBMITTED TO THE DISTRICT FOR APPROVAL.
5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE
RESPONSIBLE FOR THE ENFORCF:MENT OF SAFETY STANDARDS.
6. A PRECONSTRUCT/ON CONFERENCE MEEnNG WITH VALLECITOS WA7ER DISTRICT
PERSONNEL SHALL BE HELD A MINIMUM OF THREE (.J) WORKING DA\'S' PRIOR TO
CONSTRUCTION.
7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY
BEGIN. THE CONTRACTOR MUST CONTACT THE VALLEC/TOS WA7ER DISTRICT ENGINEER/NG
DEPARTMENT.
8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE
R/YIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH
CHANCES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS.
'i "'
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES
ON THE JOB SITE. AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND
C
APPUR7ENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE
ENGINEER AT THE COMPLEnON OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO
(2) BLUEL/NE SETS OF "AS-BUJLTS" TO THE DISTRICT PRIOR TO THE WATER AND
SEWER S\'S'TEM BE:ING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A
CONDITION OF ACCEPTANCE OF THE WATER AND SEWER S\'S'TF:!./,
10. ALL CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A
SEPARA77:' ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE
AGENCY. INSPECTION OF ALL WORK JS REQUIRED. FORTY-EIGHT {48) HOURS ADVANCE
NOTICE IS REQUIRED FOR NSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC
RIGHT-OF-WAY ON SA TUR DA Y5, SUN DA Y5, OR LEGAL HOLIDA \'S' WITHOUT THE EXPRESS
PERMISSION OF THE DISTRICT ENGINEER.
7 7. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE
RUN PERPENDICULAR TO THE MAIN.
12. ALL WA 77:'R LINES SHALL BE DUCTILE IRON PIPE, CLASS .JSO, OR AS NOTED. ALL
FITTINGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE
DISTRICT ENGINEER. ALL SEWER LINES SHALL BE BELL AND SP/COT SOR.JS Pl'C PIPE,
OR AS NOTED.
I .J. THE CONTRACTOR SHALL ITTT HIS LINES AGAINST HIS OWN BLOCKING AND NOT
AGAINST DISTRICT VAL 16
H. UPON CONNECTION OF THE NEW WATER S\'SlEM TO THE EXISTING S\'SlEM, All
VALVES ON THE EXISTING AND NEW S\'S'TEM SHALL BE OPERA TED ONLY BY DISTRICT
PERSONNEL THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN
WRITING A MINIMUM OF 6 WORKING DA \'S' PRIOR TO A PLANNED SHUTDOWN.
15. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL
ABANDONED WATER SERVICES SHALL BE PLUGGED OFF AT THE MAIN, ANO THE
CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE
REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE
DISTRICT ENGINEER.
16. All SEWER LA 7ERALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE
REPAIRED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER.
7 7. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM -FOOT (5') DEPTH (TO TOP
OF PIPE) AT PROPERTY LINE ANO SHALL BE CLEAR OF DRIVEWA \'S', ALL LATERALS
SHALL BE CLEARLY MARKED WITH AN "S" ON THE CURB ANO SHALL BE SHOWN ON
THE "AS-BUILT" DRAWINGS.
I 8. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL
BE AIR PRESSURE TESTED, FLUSHED CLEAN USING THE "WAYNE" BALL METHOD, AND
SHALL PASS A 5X MANDREL THROUGH THE PIPE.
19. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT
UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEl.lcNT PLANS HAVE
BEEN MET. AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRAN77:'D BY THE
DISTRICT BOARD OF DIRECTORS.
20. IF METERS ARE INSTALLED IN SIDEWALKS OR DRIVEWA\'S', METER BOXES SHALL BE
OVERSIZED, PER DISTRICT STANDARD DRAWINGS AND APPROVED MATERIALS LIST.
21. RELOCATION OR EXTENSION OF ANY EXISTING WATER METER SHALL MEAN
INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT
SPECIFICATIONS AS DIRECTED BY THE DISTRICT AND PERPENDICULAR TO THE MAINLINE
CONNECTION, UNLESS OTHERWISE N07ED. SERVICE LA7ERALS OTHER THAN COPPER
SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS
SHALL ALSO BE RfJ'LACED.
22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIF/CA T/ONS AS DIRECTED
BY THE DISTRICT.
MM&RP NOTES
(DUST MITIGATION & RAPTOR NESTING)
PER 4.10-6: 77:'MPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED WHEN PERMANENT
EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISHED TO THE POINT THAT DOWNSTREAM
EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS.
PER 4.4-24B: IF OCCUPIED RAPTOR NEST.S ARE PRESENT DURING GRADING AND
CONSTRUCTION WHICH CREATES ADVERSE EFFECT.S TO ACTIVE RAPTOR NESTS, INCLUDING
NOISE LEVELS WHICH WOULD BE ABOVE 6DdB(A) AT NESTING s,rr. OPERATIONS SHALL
BE RESTR/C7ED TO 200 FEIT FROM ANY ACTIVE NEST.
PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVED GROUND
COVER SHALL BE REPLACED WITHIN JO DAYS FOLLOWING THE COMPLETION OF
GRADING ACTIVITIES.
V. W. D. "AS-BUILT'
COIYTAeT VWI> rO!e "AS-/3lf/tT" ~~ATE
(SIGNATURE)
RAYMOND L MARTIN P.E. NO.: 411670
MY REGISTRATION EXPIRES: 6 3Q-08 DISCIPLINE R.C.E.
MM&RP NOTES {CONT.)
(DUST MITIGATION & RAPTOR NESTING)
8: AREAS GRADED FLAT7ER THAN 6: 1 SHALL BE PLANTED WITH A COVER CROP OR COVERED WITH
JUTE MESH IN CONFORMANCE WITH SEGnON E • .J-1.2-2. 1 OF THE CITY LANDSCAPE MANL/AL
C: EXPOSED STOCKPILES (I.E. GRAVEL. SAND, AND DIRT) WfTH 5~ OR GREATER SILT CON7ENT SHALL
BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS
ACCORDING TO MANUFACTURES' SPECIFICATIONS.
D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST.
E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WIND SPEEDS EXCEED
25 MPH AS MEASURED AT THE OCEANSIDE STATION OF THE NATIONAL WEATHER SERVICE.
IT SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAIN AND RECORD
DAILY WIND SPEEDS DURING THE GRADING PROCESS. THESE RECORDS SIIA/..L BE AVAILABLE
FOR INSPECTION BY THE PUBLIC WORKS INSPECTOR.
F: ALL TRUCKS HAULING DIRT. SAND, SOIL. OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED
ROADS ARE TO BE COVERED OR SHALL MAINTAIN AT LEAST TWO FEIT OF FREEBOARD (I.E.,
MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF THE TRAILER)
IN ACCORDANCE wrrH THE REQUJREMEN1S OF THE CALIFORNIA VEHICLE CODE SECTION 23114.
G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE
OF WU-SUPPRESS/ON TECHNIQUES INCLUDING BLIT NOT LIMlrrD TO: MISTING S\'S'77:'MS ALONG
THE CONVEYOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES AND CESSATION OF
CRUSHER AC11Vl7ES WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED
ANO CRUSHER OPERATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION
MEASURE 4.9-4(£) ABOV£
H: PAVED STREETS OFFS/77:' SHALL BE SWEPT AT THE END OF EACH WORKING DAY IF
VISIBLE SOIL MAIER/AL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS (RECOMMENDED
WA7ER SWEEPERS WITH RECLAIMED WATER),
I: ACTIVELY USED UNPAVED ROADS. PARKING AREAS AND STAGING AREAS SHALL BE WA7ERED
THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS
ACCORDING TO MANUFACTURERS' SPECIFICATION.
J: POS7ED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS.
K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN 50 DAILY' TRIPS BY
CONSTRUCT/ON EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED
WITH GRAVEL OR OTHER OR OTHER MA7ERIALS TO REDUCE DUST.
L: CONSTRUCT/ON ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEIT ONTO
THE PROJECT Sl77:'.
MM&RP NOTES (GENERAL)
PER 4.4-23 COWSTRUCTION STORAGE ANO STAGING AREAS SHALL BE
LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE ANO SHALL BE
KEPT FREE FROM TRASH ANO OTHER WASTE THAT MAY ATTRACT
SCAVENGERS.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFa~Afl ~ MJ-t\JUL 0111 TMff"
·-(.ONfROL DEVICES (f/1\v'A'.s MUTUJ aoo} REV/5/0Nl, A:. Al'lf.ND~D f{lll,.
USE IN C.AL!FtJll.1/.1/11 THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LAITTT 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 AND
PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD.
5, ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS
AFTER INITIAL PAINTING.
6. ALL S/GNAGE SHALL BE REFI.ECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE ENCAPSULATED LENS
REFLECTIVE SHEETING (HIGH INTENSITY OR EQL/Al),
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500'
PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION. IN A MANNER MEET/NO
THE APPROVAL OF THE CITY INSPECTOR.
8, EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO INSTALLATION.
9, CONTRACTOR SHALL REMOVE ALL CONFLICTING PAIN77:'0 LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL BE PROMP7t '( REMOVED BE THE CONTRACTOR.
10. All PAVEMENT LEGENDS SHALL BE THE LA7EST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINE5, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
1.J. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE L/\,LI FORNI/I ,"I/HUVAL o/\J TRAFFIC <.01vrrlDt.O,:V1c•<
tffflvA'J /.lurc.o U>0.31\ . ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
·· · 'l\.~Vl510N 1, t,S A/"1f-NDE'P FOR.i/5~ 1/J CA.LI FtJIIMIA
14. ALL MEDIAN NOSES AND fl.ARES SHALL BE PAINTED ffiLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THEULt~btlVJA MATJVAL 011/T~AFflC.LoJVTf!.OL ~YILfc5 Ce)twNS
f"J/Tloioo) RfVLSJOJ\11.,/\UNLESS OTHERWISE SPECIFIED. ~ I A) AMetVDED FDRUS/E. IN C4LIFQ,dV k
16. SIGN POSTS SHALL BE SQL/ARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN r>IFGO REGIONAL
STANDARD DRAWING M-45.
7 7. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUN77:'D USING A STANDARD CITY OF CARLSBAD APPROVED
MOUNTING BRACKU WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
1 s;a I CITY OF CARLSBAD I SH5ETS I
ENGINEERING DEPARTMENT
IMPROV[M[NT Pl.ANS FOR:
LA COSTA OAKS NORTH BENCH MARK "AS BUILT" RVWT -DESCRIPTION: U.S.C. ,1' G.X. BRASS DISC STAMPED L "K.J02., 1935" IN CONC. MON. 'Y~ S'faf/4 7 LOCATION: POINT LIES 8.5' EAS7ERLY OF EAS77:'RN
BERl,t LINE ON RANCHO SANTA FE ROAD,
Rc'f'±8 '-20 I 3.J NORTHERLY OF ELECTRIC EXP. 6,/30/08 DATE
TRANSM/Sfj/ON LINE POLE MARKED
"Tl..23011 AND "II. 13825" AND
APPROXIMATELY 1.2 MILES NORTHERLY REVIEWED BY:
OF THE IN77:'RSECTION OF RANCHO £~.'c, SANTA FE ROAD AND LA COSTA AVENUE. Jfl/._a-,Lfl7
ELEVATION: 533. Jg NGVD 29 MSL INSPECTOR DATE
8/.:;9/,,7 RcM
DATE INITIAL
ENGINEER OF WORK
APPROVED CONRA1?,j· HAMMANN, JR. ,0-1.-0<: g'I: .QJ -
CITY ENGINEER RCE 33069 ExeJiE., ,BDATE
/}\ '1/1.S-/.:!Utt.r" OWN 8Y.· PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL
REVISION DESCRIPTION CHKD BY: __ !J.tj_ CUP05-06 442-1 OTHER APPROVAL CITY APPROVAL RVWD 8Y:
R, \ 056 9 \ & Eng \I MPRUVEME NT S \ 0569 I A 02 .clw g[ 12 7 5 J□c t-12-2 OD 6, l 2•15 w.o. No. 2352-176 V.W.D. 206-717
BIN :
r
. 030507
PR/VA Tf: DR/',£ VARIES J0'-24'
{PUBLIC unuTY EASEMENT)
VARIE:5 12' -15' 12' -15' 7'
J MIN.
2/( -2!l -
?:-~ z,r ~r
i___:-::::::~-<~
6" TYPE G CURB .t GUTTER {TYPICAL)
A.C. PA >£MENT AND BASE
(4' AC/ 4• AB MIN.)
PER GJIY STANDARDS
VARIE:S
2' MIN.
VARIES
2' MIN.
6° TYPE G CURB
PORTION OF DRIVEWAY''.A 11
10+78.00 TO tt+4t.0t ================N~ PRIVATE LOCAL DRIVEWAY· DESIGN SPEED 25 MPH
ACTUAL STREET SECTION TO BE DETERMINED BY THE
"R" VALUE TEST, APPROVED BY THE CITY ENGINEER,
SEE STREET NOTE t ON SHEET 1.
T.l.=5.0
24' PR/VA TE DR/',£
{PUBLIC UllLITY EASEMENT)
12· 12'
2/( -
VARIES r MIN.
2:C -
A. C. PA >£MEN T ANO BASE
(4" AC I 4• AB MIN.!
PER GJfY STANDARDS
PORTION OF DRIVEWA y ''.A II
11+41.0t TO 18+01.52
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=========Nrs
PRIVATE LOCAL DRIVEWAY-DESIGN SPEED 25 MPH
ACTUAL STREET SECTION TO BE DETERMINED BY THE
"R" VALUE TEST, APPROVED BY THE CITY ENGINEER,
SEE STREET NOTE 1 ON SHEET t.
T.l.=5.0
24' PR/VA TE DR/>£
{PUBUC UllLITY EASEMENT)
12' 12'
2% -
VARIE:S
7' MIN.
AND GUTTER {TYPICAL)
A.G. PA ',£M£NT AND BASE
(4' AC/ 4• AB MIN.!
PER CltY STANDARDS
PORTION OF DRIVEWAY''.A"
18+01.52 TO20+98.D3
:::::::::==:==:::::::::=::::==::::=========NTS
PRIVATE LOCAL DRIVEWAY-DESIGN SPEED 25 MPH ACTUAL STREET SECTION TO BE DETERMINED BY THE "R" VALUE TEST, APPROVED BY THE CITY ENGINEER,
SEE STREET NOTE t ON SHEET t.
T.l.=5.0
24' PARKING LOT DR/>£
?;~ iPr
~..,.,,
.,~
FUTURE SIDEWALK
BY 0Trl£RS
6" TYPE A AC B£RM (TYPICAL)
PROPOSED
4• CONCRETE SIDEWALK
,,~f,,
"ii%~.,.. -ILf--';P-;cA;:;;RK-"fN'°G~ST.';;;A';e;lL;;--"T----'-'"'-2' ___ ---.•~--_._12~'------.L---'P~Ag,R,,,Kl,;,,NG"-c"Sl!cTA'eL's-L --.,,,,,~ J LENGn-1 VARIES er' LENGn-1 VARIES
DRAIN PARKING WT TO TYPE G CATCH BASIN
..... ,., ........... ,,,,,, .............. , ............. , ....... , ............................................. , ..... ,, ................ ,, ........................................... ..
6' CONCRETf: CURB PER SDRSO G-1
{TYPICAL) A.C. PAV£MENT ANO BASE
{4" AC/ 4" AB MIN.)
PER CIIY STANDARDS
TYPICAL R. V. STORAGE PARKING LOT I
HUNSAKER
ACTUAL STREET SECTION TO BE DETERMINED BY THE
"R" VALUE TEST, APPROVED BY n-lE CITY ENGINEER,
SEE STREET NOTE t ON SHEET 1.
T.l.=5.0
& ASSOCIATES
~l<ofESS/o~ ~ L. ~ 'i, ~ ~ • z e NO. 48670 ~ "i EXP. 6/30/08 l
~ -.._"t'
..,~ OF c1,1.1f~
ENGINEER OF
SAN DIEGO, !NC
PLANNING 101l9 Huennckens Street
ENQNEtRING San Diego, Ca 92121 ~-.J~~L ONO L. MARTi
RC£ NO 48670 EXP. 6/30/08 SURVEYING PH(858)558·4500· i'X(85B)558·1414
WORK
/P/;3/or:,. ' DATE
IMPRO',£MENTS PER IMPRO'-£MENTS BY
THIS PROJECT OTHERS
NORTHERLY
R/W
15'
". 1-..11ce. l.OC)G~ ~ T ~uuc -oeeuo,e. ._
eeLO\J '
J'
f\..&.l,be~ ~ I'\. ..&t_
r1.o.~~Y FEI ..-e~~1• • ·· ,y·· ··-
i-'!11 6 CONCRE.Tf
;,.,;1 TRAIL SEE. ~-NOTf BELOW
113' ROW
59'
10·
TU.i<N ruRN TIJRN
1?' L 20'
SOUTHERLY
R/W
30'
BUILDING SETBACK
WORTHERLY R/W
MAJOR ARTERIAL STREET
SAN EL/JO ROAD ============Nrs 98+65.70 TO 99+5!>.G.l
IJOTe-> PJU>~eo e, µ,oe. =wq,.e,e. ,~1... ,o cout-JeCf" To E.>C\-t:<\11.JC., cowq:i;..-re-
FeOc.on<::.14-1 f',t,Mf'Ar uo~rn-=~1...Y ~ or 1""' y-uo ~,,. fl:.
bl-.JO ~ ELI.JO iec.o.o. ~ 0\-\ee.:r 6 I""~ fLAlJ V\e.\J ~ T]i!.N.-i61TIOl-.l,
E><'.IOTlUC. !O' UIO~ ~re. ~ ,o l'.le.. f-1:MO-,tlJ ~ -:,Tl>. 9 +"\0,00 ,o 'I+ '=>'o.~I . A"-Ofbo!:O ~I... oLl!".-fAce l-1b-~ll'>l. ~ \-'\t>.T"c.1-l l\.-1= er ex101 1uc. ~1-,o ~e u..~, ,o t,.J...L.::>I.. ft>f!. cowr1w 1Ti' of %AJ1...
=i.Jl<f'AC-1uc. .
~ f'AIL-IUC. ~l>.LL r.,t:. ~, t>f" 11-\t:: ~ 01~\N Yi" q'f-~L
E'Oc:c. ,o nt,,:rc.1--1 :'.:>bt-1E. CloP',1-JCf'... off' E.-,<.\~T"IUC:. 'll"AIL-e.oce. ,o 11-'f-
V,.~T-
113' ROW IMPR0\1£MEWTS BY OTHERS
MAJOR ARTERIAL STREET
SAN EL/JO ROAD :::::::::::==:::::::::::::::::::::::::::::::::::::::::::::::==Nrs
99+~-'-I TO 100+~"1'l
SOUTHERLY R/W
IMPROV£M£NTS BY IMPROV£M£NTS PER
VALLECITOS
,1£STERLY
R/W
1 ·1· ' L Al '{"' . ' Pl' j ,_' . ··" ,,,;,(,,t\. . .. --,J' .
f>UiLDiiVG S[TDACf,;;
/()'
BENCH
132' PUBLIC UllLITY £ASEMENT
66' I
-14'
PRIME ARTERIAL STREET
On-lERS
------~
5' . j' -,?'---.
!
RANCHO SANTA FE ROAD
=====::::::::=::::::::::::::::::::::::==:::::::::::::::::=:===NTS PER MASTER TrNTATl\1£ MAP
V. W.D. "AS-BUILT'
CoNrAer VWl>rt>-e ''AS·/31,(1t7°" Pi.A/VS DATE (SIGNATURE)
RAYMOND L MARTIN P.E. NO.: 48670
CUP 05-06
VARIES
50'
PROPERTY
LINE
VARIES
50' A'-£RAGE
SCENIC LANDSCAPE ZONE
MY REGISTRATION EXPIRES: 6 30 08 DISCIPLINE R.C.E.
MARK "AS BUILT"
WATER DISTRICT DESCRIPTION: u.s.c .... G.X. BRASS msc STAMPED
"K302., 1935° IN CONC. MON. ~::::!:. ~/4p/41
By. /t$d-~, LOCAnON: POINT LIES 8. 5' EASTERLY OF EASTERN
Approved
BERi/ LJNE ON RANCHO SANTA FE ROAD, DATE 1 JJ NORTH£RL Y OF ELECTRIC TRANSM!SfjlON LINE POLE MARKED
"ll.23011 AND ''Tl.13825• AND
fop¥,& APPROXIMATELY 1.2 MILES NORTHERLY REV/£WcD BY: A/_,tl/~, ,'t',1.,11
Date: OF THE INTERSE:CTION OF RANCHO 7~-~ SANTA FE ROAD AND LA COSTA AVENUE. /#' I!, 'f t.(J 7 DATE INITIAL
ELEVATTON: 53:J. 39 NG\/D 29 MSL /NSP£CTOR DATE ENGINEER OF WORK
If\ ''AS·/.3,!/ll r"
POLYETHYLENE ENCASEMENT FOR
DUCTILE-IRON PIPE SYSTEMS
-i½! T
ON£ LENGTH OF POLYUHYLENE TUBE FOR EACH LENGTH OF PIP~ OVERLAPP£D AT JOINT
FIGURE '· INSTALLATION MUHOD A NOTES
4.J. I INSTALLATION, GENERAL BURIED DUCTILE:-IRON PIPE, FITTINGS, VALVES. AND OTHER
APPURTENANCES SHALL OC INSTALLED WITH POL YUHYLENE ENCASEMENT PER ANSI/All-WA
C105/A21.5-9J STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE:, USE TUBE-FORM
POL YUHYLENE WITH 80TH ENDS SEALED AS TIGH1LY AS POSSIBLE WITH ADHESIVE TAPE OR
PLASTIC Tl£ STRAPS AT THE JOINT OVERLAP. PLACE: CIRCUMFERENTIAL WRAPS OF TAPE OR
PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HELP
MINIMIZE THE SPACE BEJWEEN THE POL YITHYLENE AND THE PIPE.
4.J.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASEMENT ON OUCTILE-IRON PIPE
SHALL BE BY MUHOD A.
4.J.2.1 METHOD A {REFER TO FIGURE 1 ): CUT POL YUHYLENE TUBE TO A LENGTH
APPROXIMATELY 2 FEET (0. 6 m) LONGER THAN THAT OF THE PIPE SECTION, SLIP
THE TUBE AROUND THE PIPE, CENTERING IT TO PROVIDE A I -FOOT {O.J m)
OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION
FASHION LENGTHWISE UNTIL IT CLEARS THE PIP£ ENDS.
LOWE:R THE PIPE INTD TH£ TRENCH AND MAKE UP THE PIPE JOINT WITH TH£
PRECEDING SE:CTION OF PIPE. A SHALLOW BELL HOLE MUST BE MAD£ AT JOINTS
TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE.
AFTER ASS£MBUNG THE PIPE JOINT, MAKE TH£ OVERLAP OF TH£ POLYUlfYLENE
TUBE. PULL THE BUNCHE:D POL YUHYLENE FROM TH£ PRECEDING LENGTH OF
PIPE, SUP IT OVER TH£ END OF' NEW LENGTH OF' PIPE, AND SECURE IT IN PLACE:.
THEN SUP TH£ E:ND OF THE POL YUH YI.ENE FROM THE NEW PIP£ SECTION OVER
THE: END OF THE: FIRST WRAP UNTIL IT OVERLAPS THE: JOINT AT THE: END OF' THE
PRECEDING LENGTH OF PIPE:. SECURE THE: OVERLAP IN PLACE. TAKE UP THE SLACK
WIDTH AT TH£ TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL
OF' TH£ PIPE, SECURING THE FOLD AT QUARTER POINTS.
CUTS, TEARS, PUNCTURES. OR OTHER DAMAGE: TO THE POLYITHYLENE SHALL 8£ REPAIRED
AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE INSTALLATION OF THE NEXT SECTION
OF PIPE IN THE SAME MANNER.
4.J.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYUHYLENE WITH
ADHESIVE TAPE OR WITH A SHORT LENGTH OF' POL YITHYLENE SH£U OR A TUBE: CUT OPEN,
WRAPPED AROUND THE: PIP£ TO COVER TH£ DAMAGED AREA, AND SECURED IN PLACE:.
"'W~o
•· CJtG .. .. .. ..
,.
TRANSITION FROM TYPE G
CURB & GUTTER TO 611 AC BERM
NTS
I S3IT I CITY OF CARLSBAD
£NG/NEE.RING DEPARTM£NT
IMPROVEMENT PlANS FOR:
LA COSTA OAKS NORTH
RVLOT
I SH5TS I
APPROVVR~. HAMMANN. JR. ,; /, ay, -I ~ olt
CITY £NGIN££R /?CE 330B9 EJ(P0B/30/08 'fiATE
DWN BY: PROJECT NO. DRAWING NO.
DATf INITIAL DATE INIT/lu. CHKD BY: -CUP 05-06 442-1 REVISION DESCRIPTION RVWD BY: I .,,,
OTr/ER APPROVAL CITY APPROVAL ,.
R: \05B9\&Eng\IMPROVEMENTS\05691A03.dwg[ 1275]0ct-12-2006: 12: 25 W.O. No. 2352-176 V.W.0. 206-717
E/IN :
030507
-------,
-------__ J --
TC = CL + 0.26'
UNLESS OTHERWISE SHOWN
---------..•.... T. --------T-
' ------
• .. Ii·.····••: .. •: Fc+--l-+..c.+c'··. • : .. ·•
---... ----··· -. -----...... . - -------
----· -------------· ------
. ---· ······-.... ....... ••·OP
r~,.i·"' .. .+cc~t=!==+c+-c~'.f.•·.:.=fi:rcc•'-'!"'--±=+=1=4-"c+=±-""=+.cc:~:~1F:~• =±=±-3=±'-c±"'E--'=±=+=r=+=r=l==+2'-rr.rn~-+::r:r:,r--.=~.=.~.=. fJµq_IJ;_;;;;;;-=rrr:t:JiJf+~FA4. ··.cc···•t.1!c1 .• ~ •.. 0 .••. ~····~~=s!:d--±4----f---H'---±----f±±----f-+PH------!---------+~+·· ·----····t-· ·'?··F···FT=ltt~~,~tt~-1t~-'i_f~1~t1-----+t--t __ F_"'Lf~HJTI_c=4=J=
-1---i-' ·-·-+---i----+-=t=4=+=+==J=-+-+-=r=i=E-±---± : -:::::: -------• -··· _:_:_:~:
I J ,
2
J
4
5
6
7
8
0 ,
2
~
.J
4
5
6
7
8
9
10
,
CENTERUNE DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 60'10'00" E 1".25'
37·73•00· 100.00' 5'1.48'
N 88"J7'00" W 2.0,·
44·,,2'00• 200.00' 156.0J'
N 4:,·55•00• W 95.93'
I ,·59'12· 200.06' 41.85'
N 31'47'00" W 66.70'
1ro2•,13• 100.00' 29.75'
PRIVATE STORM DRAIN DATA
BEARING/DELTA RADIUS LENGTH REMARKS
N 40·14'34• £ 24.50' 18• HDPE •
N 40'15'09" £ 23.69' 18• HDPE •
N 78'32'27• W 15.81' 18• HDPE •
N 43'55'0o• W 95.78' J8" HDPE •
11'58'51· 194.00' 40.57' 18" HDPE
N Jl'47'02• W 62.71' 18" HDPE
1ro2'43• 94.00' 27.96' 18" HDPE
N 41'34'19" £ .f.2.90' 24•~
N 46'52'1.f." E 62.55' 24"R<:.P
N 46'52'1 .f. • E 8.00' 24" HDPE
• HOP£ SHALL El£ WATERTIGHT P£R ASTM DJ212 WITH GASK£TS
F£R AST/I F477.
NOTE:: BACKALL P£R MANUFACTURER'S RECOMMENDATION.
TREATMENT CONTROL BMP
TABlf Z
D£SCR/Pll0N QUANTITY
VORTf:X I £A
SEPARATOR
HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
PLANNING 10179 Huennek.ern Street
ENGINEERING San Diego, Ca 921ll
SURVEYING PH(858)558·4500· FX(858)558-1414
---------------- -----------· ..... --------
<lc=l=i=~~--+-C---+--+-==1==+cc4=Jc~"'."' .. ic .. =.... .:rti?~t.Qf .. ·+·· .. ···..J· ·_· -+.....!=!=-+--+-+.-. +,---,
. 40 .G;. . T ••F· fh+.....~=+=1=+•····•·•J1 .
0 .+...+.-==!=-± ...... cct.: i'f . 15 .O(l• \lf · ···· ••• T .
... .... .... . .. . .. . .. 'U+.Jp,o . ... .... ... . T f. ·
••• •·•••• •••••• •••..• G .:~.lili:.;J.4111~ .. ---••··:___·••-t•···---·· _i:___:4_::t:~. ---..•. J •• ~ ••• ~ .• t ••. :. .•• 1-:1 ogi•••·~@l~·IMJ.,~~:_jl t-1------!~¥----+----'.l>l+-=t==l=-=l==t='J::::~:::::=j===~+n 1~IIIL2t~lli2L-fJJ .,a~+=t=J=t="i..3+=r=f=t=+.+~·~··· ·· · ··· rei·.,: :; ·
10+00 11+00
LOT B
11+41.0
£ND CU
y~ESS/o~
~l)L.41. ~ 'f. 1;
~~ •i ~ NO. 48670 [:{
"; EXP. 5/30/08 :
J); "' ,~ ~!1-Cf, c,,.1,I~~
ENGINEER OF WORK
Y. _0-/ld__ /o~-'/ab "!t#OND L. MARTIN . ·--I DATE
NO 48670 EXP. 6/30/08
'✓
-------+--
12+00
Cb , ' "11 ' ,9
' ~ ' ~
••••••••• •• . .••. ••• 1 ··········· ··········vu.iii-
••••••••.•••. J ... . ,.
----'-
' ' ' ' ' ' ' '
. n
' '
~----_:·1:-_:::
..... :: 5:' ------- ----------------------
--------------
------------------
LOT 210
PRIVATE DRIVEWAY "A"
-.../
-"· /------------89+56.61 SD
15+00
102' UllLITY £ASEM£NT PER OOC. NO. ____ _
REC. ___ _
PR 06c_ __
---------------
___ .JO' VWD £AS£MENT
PER DOC. NO. ___ _
-..._ REC. ____ _
---------
102' WIOE £XISTTNG R.O.W.
PER ROAD SURVEY' 441
EX 8" PVC SF:WER
PER DWG IP-4517
20' VWD £AS£/"\f;./l(f
P£R OOC. NO. 2004-0814572
REC. 8/26/2004
V. W. D. "AS-BUI LT'
('_,:,,yrAeT VWl> Ft>Jr. "4$-/51,{llr" Pl1AI£
(SIGNATURE)
DATE
RAYMOND L MARTIN P.E. NO.: 48670
MY REGISTRATION EXPIRES: 6-30-0B DISCIPLINE R.C.E.
VALLECITOS BENCH MARK "AS BUILT"
WATER DISTRICT DESCRIPTION: U.S.C. ,t G.X. BRASS D.SC STAMPED
"K.502., 1935" IN CONC. MON.
? ,/2 ,F /S 7 -
LOCATION: POINT LIES 8.5' £ASTERLY OF £ASTERN
BERl,t LIN£ ON RANCHO SANTA F£ ROAD, ~~ ::~. By:~ DATE Approved I J.J NORTH£RLY OF ELECTRIC
71/tfSMISS/ON LIN£ POL£ MARKED .JO 11 • AND "TL 13825 • AND REVIEWED BY: 8(.28/()7 /\ ':4.S-f3q /l T " APPROX/MA TEL Y I .2 MILES NORTHERLY Rt-M
Date: fo,tfljl,, OF THE /NT£RS£CllON OF RANCHO ~ A: .. o DATE INITIAL SANTA FE ROAD AND lA COSTA AVENUE. 19/a.rt, REVISION
EL£VATION: 533.39 NGVD 29 MSL INSPcCTOR 'DAT, ENGINEER OF WORK
LOT 6
MAP 14508
APN: 223-651-01
40
{} -------·· ----
PRIVATE
□ BEARING/DELTA
7 N 60'10'00" £
2 18'11 '.f.2"
.J 18'11 ',f.2"
4 N 60'10'00" £
5 Jt'1.J'oo•
6 N 68'.Jl'oo• w
7 4.f.'42'00"
8 N .f.3·55•00· w
9 11·59•59•
10 N 31'47'00" W
11 ,ro2•43•
12 ,ro2•43•
/. N 37·47'00• W
14 I 1'58'51 •
15 N 43'55'00" W
16 4.f.'42'00•
,; N 88' 37'00" W
18 Jl'J.J'oo·
19 N 60'10'oo• £
20 18''7 '58"
21 18'J1'42"
22 N 60'10'00" £
0 40 BO 120
------, --------' -
+---+--
PROFILE SCALES
HORIZ. :
VERT. :
CURB DATA
RADIUS LENGTH REMARKS
44.32' 6" TYPE G C.!tG
.JO.OD' 9.53' 6" TYPE G C.!tG
.JO.OD' 9.53' 6" TYPE G C.!tG
12.24' 5• TYPE A AC Bl:RM
112.00· 61.02' 6" TYPE A AC BERM
2.0,· 6" TYPE A AC BERM
212.00' 165.39' 5• TYPE A AC BERM
95.93' 5• TYPE A AC B£RM
212.00' 4.f..40' 5• TYPE A AC B£RM
66.69' 6" TYP£ A AC Bl:RM
112.00· .JJ.32' 6". TYPE A AC B£RM
86.00' 26.18' 6" TYPE A AC BERM
66.70' 6" TYPE A AC BERM
188.00' 39.31' 6" TYPE A AC BE:RM
95.93' 6" TYPE A AC BE:RM
188.00' 146.67' 6" TYPE A AC BERM
2.0,· 6" TYPE A AC Bl:RM
88,00' 47.95' 6" TYP£ A AC Bl:RM
12.26' 6" TYP£ A AC BERM
30.00' 9.5:S' 6" TYPE G C&-G
30.00' 9.53' 6" TYPE G C&-G
34.61' 6" TYPE G C&-G
~ ·-l ____ ~----1 ___ ~1
SCALE 1 "= 40'
I S4ET I I SH5SI CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROV£M£NT PU\NS FOR:
IA COSTA OAKS NORTH
RVLOT
APPROVED~ .£,)HAMMANN, JR. Jz. ).?/o, (3y: LT
33Q61l EX~ ,, B ~'DAT£ CITY £:NG/NEER RC£
DWN BY, PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL Cl/KO 8Y: ./7.I
DESCRIPTION 1u/ CUP 05-06 442-1
OTHER APPROVAL CITY APPROVAL RWID BY:
R: \ 0569\&-Eng\lMPROVEMENTS\05691A04.dwg{ J 275}0ct-12-2006: 15:59 w.o. No. 2352-176 V.W.D. 206-717
BIN :
030507
I
I ,_
--------------- ------- - - ---1 -
TC = CL + 0.26' FROM STA 16+00.00 TO 18+01.52
UNLESS OTHERWISE SHOWN
TC = CL + 0.16' FROM STA 18+01.52 TO 20+98.03 UNLESS OTHERWISE SHOWN
- -__ .__
::--:+:::---
····•-•cccc_j"· -------------- --- ----------··------------------1-----------------------,--
-----,---.. ·: _:::::1:::--+--+--+-+-!--cc±c=-c+----i-=i=±cc.l
••~=+-=+==+4=+=-1°~~=-•----•~-+=-=cr=F=c+=+c-+--=-+---+-:-+-+--+---+-t------l=c=±=±+-+=+------l==F++==-t=EE-E+
________ :::r:
--------------------------------------- ----------------------------------------
---------------------------------------------
......
--- -----------------------
b+7'=~=:f==-+-4=---P-+-~·-·~ -1-F+~R=+::==U¾.:t=l= j ... -19~,~-... -... ~-F-4=+'
1------==••• ti( 1 : a . ~~~~~~11}1~:':::ldr-++'-4-·•++++"+cccll=•· <⇒• =• ••⇒-------+------+=+=+== --+-+
-------------------·----·. -·----------··· ·····-··-·------· t--+--. ·····----·-· -----
0
I
2
J
4
5
6
7
C)
I
2
J
4
5
CENTERUNE DATA
BfARING/DaTA RADIUS LENGTII REMARKS
14·5:,·17• 100.00' 25.98'
N 0·09•00· £ 55.27'
8"58'00" 200.00• JI.JO'
N 9"07'00" £ 164.24'
9·30'00· 200.00' JJ.15'
N 0"2J'OO" W 197.41'
N J"44'00" W 42.50'
PRIVATE STORM DRAIN DATA
BfARING/DaTA RADIUS LENGTH REMARKS
14"5J'l 7" 94.00' 24.•U' 18" HOPE
N 0·09•00· e: 61.27' 18" HOPE
{f:,8'00" 19~.oo· JO.J5' 18" HOPE
N 9"07'00" E 84'.96' 18" HOPE
N 59·59'40• E J4'.2J' 18" HOPE
NOTE: BACKRLL PER MANUFACTURER'S RECOMMENDAnONS
PRIVATB DRIVEWAY •A•
If---------;, 11• CURB
SAN ELUO ROAD
DEPU,; SAN EIJJQ ROAD ENTRANCB
24' ALLEY TYPE DRIVEWAY
HUNSAKER
& ASSOCIATES
SAN Dl(GO, INC.
10179 Huenneken5 Street
PKIVATI:
PUBLIC.
ENGINEER OF
frl
PlANNING
ENGINEERING
SURVEYING
Sdfl Diego, Ca 92121
PH(858)558·4500· FX(858)558·1414 EXP. 6/30/08
..
+c.=4==+++"'-1=
... ... ··-··-•-------- --... --------· ---··--- - ---------
: -::::,::::_:i::--
;,E=;cc--'f--'----'--±-'H--:'-±------lEr"ll ;'"-l----l---l-l--!-~~ll-1'f-'~"4=±------l'----"-t=+=+=-----t i"EE±±'c'I
---
---------~i;ci_::-:--++ .... t~~cc:+-----==J=±=+-----:H=±-----=+-=-----J_ ------· -
• --I ----------------
•-T--
E-=DRlVEW
-== r==-F -
---------,. . -
---------, . --
'
-----:; .. =----==-:-=
-----' ---
PROFILE SCALES
f--<ORIZ. :
VERT. :
1 "=40'
1"=8'
16+00 17+00 18+00 19+00 20+00
41'
I I
/
WORK
/() It .J /()-'
'DATE
~
co ~ -0)
ii; -
Ii
frl ~-<II~ lll Cl>
co ~Ol~~ IC) .r..,'-' ~ ~ i:; ~ ;e:
,t -1-c::, 13 ;.., ~~~Hl -
LOT 69
~
~
qi ..,
-1-.., -
frl
~
oi --I-"' -
'I-,~_ ---~ ::-_ ·;;.<:" --:,:. -:~~~-i-~-~~-~;-;i--:~--~:--~ _:-:~-~=,;-~~".-i=~:~--;-1---_-~ ~ ~ _>.J /, Q01' f;OV-i
[]',;.t:;~;:.: . --"'---r----
4 -" ----L..~-,,1 ~-1:..------0••. ; '
-----· ... --
EX CATHODIC TEST STAnON
TO REMAIN IN PLACE
100+J1.JJ SAN a/JO RO
REMOVf: EXIST GUARD RAIL TO THE W£ST
100+2:J.64 SAN EU'JO RD
21+17.Jl PRNATE DRlvEWAY ,I
CL 24' ALLEY TYPE DRlvEWAY
CL INT 21+59.87 PRNATE DRlvEWAY ';\"=
99+87.44 SAN a/JO ROAD 'Xe
PRIVATE CURB DATA (U.O.PIJ
□ BEARING DaTA RADIUS LENGTH REMARKS
1 14·5:,•17• 112.00· 29.10' 5• TYPE: A AC BF:RM
2 N 0·09•00• E 65.27' 5• TYPE: A AC BERM
J 8"58'oo• 212.00· JJ.18' 6" TYPE: A AC BERM
4 N 9"07'00" E 78.911' II" TYPE: A AC BERM
5 N 9'07'00" E 85.28' /J" TYPE G CJ,G
6 9•Jo'oo· 188.00' 31.17' /J" TYPE G CJ,G
7 N 0·2:,•00· w 174.38' 6" TYPE G CJ,G
8 92•02•49• 20.00· J2. IJ' 6" TYPE G C&G
9 85"211'38' 20.00· 29.BJ' 6" TYPE G C&G
10 N 0·2:,'00· w 178.07' 6' TYPE G C&G
11 9•:,0'00· 212.00· 35.15' . ·5• TYPE G C&G
12 N 9'07'00" E 85.28' 11• TYPE: G C&G --··· -;;;i=l,~~~~~R~~~~~~r ·~b .'_. ---:r------~ _. I N 9"07'00" E
8'58'00" 188.00'
78.95' 6" TYPE A AC BERM
29.42' 6" TYPE A AC BERM 8 /
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15 N 0·09•00• £ 65.27' 6" TYPE A AC BERM
15 1,i,·5:,'17• 88.00' 22.87' 6" TYPE A AC BERM
12"16'01" 190.J9' 40.76' 6" TYPE: G C&G
N 1·JJ'o5• w 75.87' 11• TYPE: G CJ,G
N 89"59'40" E 131.61' 5• TYPE: G C&G
N 15'47'J9' W 2:J. 19' 5• CURB PER G-1
255.18' 5• CURB PER G-1
/J.JO' 5• CURB PF:R G-1
58.65' 11• CURB PER G-1
5.21' 11• CURB PER G-1
ve, IC.
0 o, +
99+5J. 'JO RO 21 l'Jl'Jl" 1917.00' eec.. ~~ :,.u_e; T'fff.. =~--<. -'.e£. Cl:'.f.t.!L. ~ L.efi"" !-=.+'-=':...:;;,..,,,----+....:..::..:.c'-':c:-;--11--=~===-,.+..:,......:;
99+40.00 SAN EL/JO RD 22 9CT1J'54• 4.00' 1--==i-=-==~~---1-----+---,=-=-+-c-:-
. ~ e,<.1<:if. 11U>,IL. i-=2:cJ~N_:B:..:1_:"5c.:5...;'5,.c2'--"--=c:..._-l-----+---==-1--"-:--=
24 74·40'52• 4.00'
25 N 7'15'00" E 118.40' 11• CURB PER G-1 "' "'
I i
l \ 1-+-j...._;_;__EX 12• DIP WATER 26 N 2"48'J8" W
'lie PVl3LIC. C UKB A.fl/D GVTTtR
5.27' 6" CURB PER G-1
=Ice=!±-....
. :;'r I ,\--+-1+-_j_j_ EX 111" DIP WATER
-ciltt' TO EXISnNG WALK
40 80 120 -----
SCALE 1 "= 40'
Co.-11TACTVWDFt',''AS-/31,//tT'"l'l.AN$ DATE ______ 1----,---,----------------,---r-,--1---r::===:-:::=============~;::::==::7
PRIVATE DRIVEWAY "A" -----'-RA::.::YM""(s""~G"-':::.;r_,,~.,_.R.:::~"'ART=IN ___ P.E. N0.:--'4=8=67..,,o __ t-----1---1--------------+----+--+---+----t w C ITYENG~!RJN~ D~~~N~AD I sH5s I
VALLECITOS
WATER DISTRICT
Approved By:_~-..,,..-_.a:&.,..:,...L..,_ ___ _
Date: __ __,/~_,c;,1/2._,_,.~'r/2_._._,t _____ _
MY REGISTRATION EXPIRES: 6-30-08 DISCIPLINE R.C.£.
BENCH MARK
DESCRIPnON: fJ..S.C . .t G.X. BRASS C SC STAMPED
K302., 1935" IN CON!. MON.
LOCATION: POINT LIES 8.5' EASTERLY OF EASTERN 1S'!i' J1i~~H~~ri1H£itt1/J FE ROAD.
TRANSMISSION UN£ POLE: MARKED
'7l2J011 • AND "11. 13825" ANO
APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA A l/£NUE.
EL£VATTON: 53J.39 NGVD 29 I.ISL
R/ir,/4)
DATE
REVIEWED B'f;.,,
£-fa.~-~-~'.'-:,'>-----
INSPECTOR p
DATE INITIAL
E:NGINE:E:R OF WORK
",4S·/3U/t T "
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
R: \0569\!<Eng\l MPROVEMENTS\05691 A05. dwg[ 1275 ]Oct-12-2006: 15: 24
IMPROVfMENT PLANS FOR:
LA COSTA OAKS NORTH
RVLOT
APPROVED ~ C(HAMMANN, JR. _4 ..,_1 • ,/.,.,. Br:& ~~
CITY ENGINEER RCE 33069 EXPPB/30/08 DATE
OWN BY:---.-.--
CHKD BY: --;"';f'l'-
RVWD BY:_
PROJECT NO.
CUP 05-06
DRAWING NO.
442-1
w.o. No. 2352-176 V. W.D. 206-717
BIN :
i
' ' . ' 030507
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