HomeMy WebLinkAboutDWG 403-3; SDP 01-05; CALAVERA HILLS VILLAGE Y; 01-10GENERAL NOTES
/. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON ,~S THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL Bf REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000, 000. 00 FOIi EACH OCCURRANCE OF LI AB I LI TY. THE INSURANCE
COMPANY 'Ml/TING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING <WIDE.
5. NO WORK SHALL Bf COM,fENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY Bf REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE 'MIITTEN APPROVAL
OF THE CITY ENGINE:ER, NOTED WITHIN THE REVISION BLi,cK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWIN:S SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CI TY.
10. AClESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCH£$ ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF,
/A/ SIWMARY SHEET, /Bl LABORATORY WORK SHEETS AND /CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S/ SHALL BE II.MED 1ATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF lf:F' FIELD TESTS.
12. A PRECDIISTRUCTIDII MITTIIIG SHALL BE HELD AT THE SITE P,~IQR TD THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FDR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERKl760/ 438-3891 AT LEAST FIVE/5/ WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION Mf:ETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQl/EST LINE AT
/760/ 438-3891. INSPECTION REQUESTS MUST Bf RECEIVED PR/Ofi' TO 2,00 P.M.
011 THE DAY BE;FORE THE INSPECTION IS llffDfD 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 LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHOii/NG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ~•[GULAT/ONS.
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, BIIACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE' FEET 15'} OR
MORE I II DEPTH AND APPROVED BY THE CI TY ENG I NEER AND/OR CONCERNED
AGENCY PR I OR TO EXCAVATION. IF TH£ PLAN VAR I £5 FROM THE SHOR I NG SYSTE:M
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFFTY OROEBS, ItUf B
CALIFORNIA ADMINISTRATIVE CODE TH[ PLAN SHALL BE P~'EPARED BY AN
ENGINEER AT THE COIITIIACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE' SUBMITTED TO THE INSPECTOR PRIOR TO EXCAV!IT/ON,
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OP[RATIONS WILL CEASE 1/rMEDIATI,l Y~ AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED 'MIITTEN AUTHORITY Fl/OM THE CITY
ENGINEER TO 00 SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERl'TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATIOIV OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTliER ASSOCIATED
GRADING EOUIPMENT SHALL Bf LIMITED TO THE PERIOD BETWEEN 7,00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FR I DAY AND NO EARTHMOV / Ill) OR GRAD I NG
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. I
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TW FULL WORKING DAYS PRIOR TQ BEGINNING OE
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
QC.-JJRRING ALQIIG THE HAUL ROUTE QR ADJACENT STREETS AS A l'IESUL T QF THE;
GRADING OPERATION.
19. NO BLASTING SHALL BE CO/IMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHEII
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOMI.
21, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
/ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WO•RK WITH A COMPANY REPRESENTATIVE.
UNDEIIGROUND SERVICE ALERT
SDGBE:
PACIFIC BELL
CARLSBAD MUNICIPAL WATER DISTRICT
CITY OF CARLSBAD (STREETS}
CARLSBAD UNIFIED SCHOOL DISTRICT
ADELPHIA
1800/ 422-4133
/619) 696-2000
/800/ 750-2355
/760/ 839-4681
I 760 I 267 -3777
/760/ 729-9291
1'800/ 626-6299
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST Bf SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPIIOVAL A MINIMUM OF TWO /2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL Bf INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL Bf SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALI_OWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL Bf INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF I ,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY Bf UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 314" ROCK
PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35
SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING 011 STREET 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. WHEELCHAIR RAIM>S SHALL Bf INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PEIi SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DVll3 M/9.
9. ALL SURVEY MONUMENTS AND PO I NTS THAT AIIE DI STUIIBED BY TH IS WOIIK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO 12/ SETS OF SURVEY ICUT/ SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
.CARLSBAD MUNICIPAL WATER DISTRICT
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTFIUCTION OF
POTAB/_E WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT. • OCTOBER
1993 OR AS AMENDED.
2, THE C0/1/TFIACTOR SHALL OBTAIN AN EXCAVATION PERMfT FROM THE DIVISION
OF INDUSTFIIAL SAFETY AND PROVIDE PROOF OF OSHA NO Tl FICA TION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENDENT.
4. A PRECONSTRUCTION CO/I/FERENCE MEETING SHALL BE HELD A MINIMUM OF
SEVEN {7) DAYS BtTORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD
ENGINEERING DEPARTMENT ({760] 438-3891} FOR SCHEDULING.
5, THE C0/1/TFIACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY
BE PROVIDED -TELEPHONE NO. {760) 438-3891.
6, NO TFIEES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE
EASEMENT, ALL EXISTING TREES AND STFIUCTURE SHALL BE RE/.IOVfJ) PRIOR
TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER,
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTFIICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION,
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS
OF THE FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND
BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL
WATER DISTFI/CT." OCTOBER 1993 OR AS AMENDED.
AND DEMONSTFIATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER
PROTECTION.
SEWER NOTES
1. ALL SEWER MAIN AND APPURTENANCES SHALL Bf CONSTFIUCTED IN
ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER D/STFIICT'S
SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND
SPEC/FICA TIONS~ LA TEST EDITION, AND THE STANDARD
SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION
(G~'EEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE
DIVISION OF INDUSTFIIAL SAFETY BEFORE ANY EXCAVATION AND
SHALL ADHERE TO ALL PROVISIONS FO THE STA TE CONSTRUCTION
SAFITY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTFIICT'S EXISTING SYSTEM,
A PERMIT SHALL Bf OBTAINED FROM THE DISTRICT. IT MUST BE
SIGNED AND APPROVED BY THE DISTFIICT'S ENGINEER AND
SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A
CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5, THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD
ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
CONSTRUCT/ON {TELEPHONE: {760}-438-3891).
CARLSBAD MUNICIPAL
WATER DISTRICT
CARLSBAD FIRE DEPARTMENT
REQUIREMENTS: HUNSAKER
& ASSOCIATES
j SAN DIEGO, INC
PLANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)5S8·4500 FX(BSB)SSB-1414
~ ve/if:#: fe/.,q/4,J ROBERTJ.OJC/K R.C.£ 33698 DATE
DISTRICT ENGINEER EXP. if. 30 06
NUUBER OF F.H. ·s~ F.FLowfS/J() G.P.U. 0/JT oL!__ F.H. '.S'
J BLDG. SPfl/NKLED? YfS_ NQ__ F.FLOW __ G.P.M,
C).,;,;;. ~ ~ · L , /,,,3 /L..:J
ARE 1,/AR DATE
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 LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS 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 ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOII SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT 558-4500. 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.
4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATOIIY EXCAVATIONS
AND VEIi/FY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL Bf MADE IN AREAS WHERE THE PROPOSED
IMPIIOVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FDR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN.
5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS M'LL AS EXISTING UTILITIES NOT SHO'M/ HEREON. CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
6.
7.
8.
WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY
TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
IN THE PRELIMINARY SOILS REPORT.
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.
PRIOR TO OIIDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK
IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
,.
CITY OF OC~OE r -
CITY OF CARLSBAD
l/ !
"' ~
.,,.__ PROJECT SITE
CAM/tvo .""·
VICINITY MAP
NOT TO SCALE
ENGINEER'S NOTES (CONT.)
9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO
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
AND GRADES SHOWPI HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY THE APPROVING AUTHORITY.
10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENG I NEER OF WOIIK, SO I LS ENG I NEER AND THE CI TY I I/SPECTOR. THE GENERAL
CONTRACTOR'S SUPEIIINTENDANT 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 ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
II. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES ON CUL DE
SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS
ARE AT THE CURB.
12. 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.
13. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PAIIT OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORT.
/4. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATEII DISTRICT STANDARD.
15. CONTRACTOR SHALL SUfl/.llT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT IIUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR
TO ENERGIZING THE SYSTEM.
16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM, AS REOUIREO BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE IIEPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONSIBLE FDR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING
ADD IT I ONAL CONNECTIONS DR REALIGN I NG THE SYSTEM. CHANOES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED fNG/Nffll RESPONSIBLE FOIi
THE REVISIONS.
17. ALL SEWER LINE BEDDING SHALL BE 314" BACKFILL PER SDRSD S-4,
TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SOR 35
SOLID WALL PIPE.
STORM DRAIN NOTES
I .
2.
3.
4.
STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE Al,lfRON REINFORCE CONCRETE PIPE WITH REINFOIICED
THERMOSETTING IIESIN /RTR/ COUPLING OR EQUAL FOIi THE ENTIRE REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C361, AND C443.
STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A MINIMI/M COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL.
THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE le= 5,000 PSI.
FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, USE fc = 6,000 PSI.
ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING INLET
BASKETS WITH HYDROCARBON ABSORPTION
STORM DRAIN PIPES ARE SHOWN AS RCP. HIGH DENSITY POLYmlYI.ENE PIPE
(HDPE) IS AN ACCEPTABLE ALTERNATIVE FOR 48" DIAMETER PIPES AND
S/.IAL/£R, HOP[ JO/Nrs SI/All BE WATERTIGHT ACCORDING m THE R[QIJREUENrs OF
ASTM D3212 WITH GASKETS MEETING ASTM F477. TRENCH BACKFILi_ SHALL BE
PER PIPE MANUFACTURERS SPECIF/CATION.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS TH[ MOST EASTERLY
COURSE OF THE NORTHERLY BOUNDARY OF THE LAND SHOWN ON
11. OF S. 9336, I.E. N 89'19'35" E.
SOURCE OF TOPOGRAPHY
SAN-LO AERIAL SURVEYS DA TED JANUARY I I , I 999.
REFERENCE DRAWlNG.$
CITY OF CARLSBAD DRAWINGS 390-9
CITY OF CARLSBAD DRAWINGS 219-98
CITY OF CARLSBAD DRAWINGS 403-JA
Cl TY OF CARLSBAD DRAWINGS 407-68
OWNERS / PERMITTEES
CALAVERA HILLS I I, LLC
2727 HOOVER AVENUE
NATIONAL CITY, CA 91950
/619/ 336-3673
SHEET INDEX
NOTES AND LEGEND
KEY MAP
IMPROVEMENTS
SHEET I
SHEET 2
SHEET 3-10
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHE:CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM, HUNSAKER B ASSOCIATES
ADDRESS, 10179 HUEIINIJ(FNS AVE
CITY, ST., 54N QlfGQ CA
:~LE7, 4::;~:i:.
LEGEND OF ABBREVIATIONS
TC
GB
BVC
EVC
VP/
BC
EC
HP
LP
FL
ST
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW UNE
STREET
LT
PCR
RCP
SD
EXIST
RT
PRC
TP
PCC
WORK TO BE DONE
' THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS,
3. THIS SET OF PLANS.
4. CITY OF CARLSBAD PLANNING COMMISION RESOLUTIOf!,_ o•~o 1 /17/D'l-l
NO. 5233 & 5234 AND CITY COUNCIL RESOLUTION NU,
2002-269 DATED SEPT 10, 2002.
5, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC,
DATED OCTOBER 20, 1999
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8, CALIFORNIA COASTAL COMMISSION STANDARDS N/A
9. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCT/ON OF WATER, SEWER AND RECLAIMED WATER SYSTEMS.
10, FINAL PROGRAM EIR 98-02
DESCRIPTION
SUBDIVISION BOUNDARY
LEGEND
STD. DWG. SYMBOL QUANTITY
£ ;;t,/.'{_~
STREET LIGHT 9,500 LUM (HPSV)
----~---·•·.;:.:.::....,_ . ~~----,,.,_..-.. , . .,"..,_,,,.---,. ~ vo---{:l ~ -)
R
PRIVATE STORM DRAIN
.. ""'''~~----"--,.......____.-....,
CURB INLET TYPE "B-1 •
CURB INLET TYPE "B"
CLEANOUT TYPE "A-4"
EXISTING SEWER
PUBLIC SEWER MAIN
~~&
D-2, Ds-1••
D-9, D-10
***S-5
•••s-1
•••s-1
[9
--s-----------cr----
---------<IS')
PUBLIC 8" PVC WATER MAIN ------W--
8" DIP WATER MAIN O SD CROSSINGS PER DETAIL SHT 2 ------W--
PUBLIC 8" PVC RECLAIMED WATER MAIN -----RW--
1 " MANUAL AIR RELEASE
2" METER SERVICE
GATE VALVE
THRUST BLOCK
FIRE HYDRANT ASSEMBLY
2" BLOW OFF ASSEMBLY
END CAP ASSEMBLY
2 • & 1 " /RR/GA TION METER
• • CITY OF CARLSBAD STANDARDS
• • • CMWD STANDARD ORA WING
PROJECT LOCATION
.,•W-5
•••w-J
'**W-16
'**W-15
*"W-12, W-11
**'W-6
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SI
POR OF 168-040-29 B 16B-050-27
- --■-- -
--------@
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THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 15 336-1671
LE.GAL DESCRIPTION
THE LAND REFERED TO HE:REIN IS SITUATED IN THE STATE OF CALIFORNIA,
COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS,
BEING A SUBDIVISION OF A PORTION OF LOT "D" AND
E" OF THE RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE PARTITION MAP THEREOF
NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON
NOVEMBER 16, 1896.
ALSO BEING LOT 3 OF CITY OF CARLSBAD CT 00-02 PER MAP 14541 FJLED ON
2-12-03.
NOTE, PURSUANT TO CONDITION 10 OF P.C. RESO. NO. 5234,
BUILDING PERMITS WILL NOT BE ISSUED FOR THIS PROJECT UNLESS THE LOCAL AGENCY PROVIDING
f,465 LF
4 EA
7 EA
7 EA
1,162 LF
12 EA
14 EA
1,673 LF
75 LF
477 LF
1 EA
5 EA
5 EA
9 EA
6 EA
2 EA
1 EA
2 EA
WATER AND SEM'R SERVICES TO THE PROJECT PROVIDES WRITTEN CERTIFICATION TO THE CITY THAT ''
ADEQUATE WATER SEIIVICE AND SEWl:R FACILITIES, RESPECTIVELY, ARE AVAILABLE TO THE PROJECT AT THE
TIME OF THE APPLICATION FOR THE BUILDING PERMIT, AND THAT WATER AND SEM'R CAPACITY AND
FACILITIES WILL CONTINUE TO BE AVAILABLE UNTIL THE TIME OF OCCUPANCY.
LEFT
POINT OF CURB RETURN
REINFORCED CONCRETE PIPE
STORM DRAIN
EXISTING
RIGHT
POINT OF REVERSE CURVE
TOP OF PIPE
POINT OF COMPOUND CURVE
~----EN-G~l~N=EE=R~o=F~w=o=R=K----,
R~~~R1_,_,,,1=----~-J1y'4.?E
R.C.E. NO. 48670 EXP. 6/30/04
ltAS BUILT"
.. .. ~r:e-££~
RCE "8{p?O EXP. 4,/.3o/at.
-INSPECTOR
/z/4s-/4 V I DATE
V /RAYMOND L. MARTIN}
P.E. NO., RCE 48670
EXP/RAT/ ON DATE, ~6~L~3=9~ID~4~--------1----+---l-------------+----+--+--t----11 SH~ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT .. _ 10
;===-=~~c==----=c:::-c--=-:-:-:--:c::-::---------, PUBLIC AND PRIVATE' UTILITY PLAN FOR:
BENCH MARK
DESCRIPTION: STANDARD M-10 S IREET
CENTERLINE: WELL MONUMENT
LOCATION: CENTERLINE: OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PFR
R.S. 1800--1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
IMPORTANT NOTICE
SECTION 4216/42 f 7 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID, FOR YOUR D/GALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
7WO WORKING DAY.S BEFORE YOU DIG
CALAVERA HILLS
VILI~AGE "Y"
APPROVED LLOYD HUBBsdr
A d • ~ve-~ ~/:,,./4,3 1-----+---+------------------+---t-----it-----i----1 CITY ENGINEi,wRCE2358li [Xp12/31{05 7 DATE
Ofy:2.o/o--,e.u,,, 'I\Ao-Ol.J=IL,;~:Sc___ ____________ +----,---t-,----+-::-=-f-==--1
DATE INITIA=L-+-_,D--A'-'TE'----'_1---NI __ TI ___ Ac_L -I
CITY APPROVAL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
OWN BY:
CHKO BY,
RVWO BY:
Mprovel"!en
PROJECT NO,
SDP 01-05
DRAWING NO.
403-3
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KEY MAP .3'
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A.G. PAVEMENT
ASPHALT
ROADWAY
5'
8" PVC
.3.5' MIN
COVER
45' BEND 45' BEND 5'
8" PVC
5 1/2" •..
MIN. .· ' , .
CONCRETE
NOTES: ·n ~-'------'---+ u t--~-,--,_ "
18" RCP 1. CROSS GUTTER TO BE CONST. AS SHOWN ON PLANS ,,
'' -.,_....,r-tl--,---t n,t-"--<' 2' 2'
2. MIN. ALLOWANCE 0.5¾ AT FLOWUNE OF GUTTER
(SEE PLAN VIEW)
0 60 120 180 240 -----------·
I
---PROJECT /
BOUNDARY
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STREET LIGHT
PR/VA TE STORM DRAIN
CURB INL£T
CLEANOUT
PUBLIC SEWER MAIN
SEWER ACCESS HOLE
SEWER LATERAL SERVICE
PUBLIC WATER MAIN
WATER SERVICE
FIRE HYDRANT ASSEMBLY
SHE£T NUMBER
KEY MAP LEGEND
o--{)
~-= --s------
------@
------w--
-------®
-<Be---§
OJ
CMWD CONSTRUCTION NOTES:
1. ALL POTABLE WATER SERVICES SHALL BE 1" ANO ALL POTABLE WATER
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"X.3D"X12" POLYMER CONCRETE
AS MANUFACTURED BY ARMORCAST OR EQUAL.
J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER
SERVICES SHALL BE 5 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE
FINISHED SURFACE GRADE.
FIRE HYDRANT (TYP)
+ 111
.------.--SE_WE_'R--,----.----..------,------,------,-----,---
/
DROP LA
SEWER LATERAL TABLE
STREET LATERAL DEPTH LENGTH
STATION TO SLO INVERT STATION ELEV. BELOW OF
OF AT PL
u
MIN. MIN 3. CONCRETE SHALL BE 560-C-3250 P.C.C.
4. PROVIDE TRANSVERSE JOINTS PER REGIONAL
STANDARD DRAWING NO. G-10. 2.5'
B" CML&:C
5. IN ALL CASES, SUBGRADE SHALL BE COMPACTED JO
95% MIN RELATIVE COMPACTION TO DEPTH OF 12 .
PROVIDE J/8" ANCHOR
RING, O.D. = O.D. PIPE+1".
WELD BOTH SIDE:$ ALL
AROUND,
CONSTRUCT THRUST ANCHOR
PER CMWD W-1 B. ORIENT
RENFORCEMENT TOWARD CROSSING.
EXTEND ANCHOR WIDTH 10
12" BEYOND TRENCH WIDTH
ON EACH SIDE OF TRENCH.
2-45'BENDS
CL 150 W/
WELDED JOINTS
ANCHOR RING AND THRUST
ANCHOR TYP BOTH SIDES
WATERLINE CROSSING DETAIL
NOT TO SCALE
CONC. RIBBON GUTTER
N.T.S.
IIORTAR SEAL
NOTES: ,....--,,. C. P. SHOU..DE:R JO /HT
1. ALL VERTICAL BENDS SHALL BE PREFABRICATED 45' BENDS UNLESS
OTHERWISE SPECIFIED.
2. AN AUTOMATIC AIR &: VACUUM VALVE SHALL BE INSTALLED DN THE HIGH
POINT OF THE OFFSET
J. A BLOW OFF MAY BE REQUIRED AT THE LOW POINT OF THE OFFSET.
4. USE NO-OXIDE GREASE ON ALL NUTS AND BOLTS.
5. HOLD BACK CEMENT MORTAR COATING 6" FROM ANCHOR RING (EACH
SIDE).
6. THIS DETAIL IS FOR 8" CML&:C PIPE AT 225 PSI TEST PRESSURE.
RIBf£R 0-'R ING
\--.~-L-,---~-4:m.!l!=:::::: ~sm
DETAIL: TYPICAL WATER-TIGHT JOINT
NO SCALE
m
',---...._511/EET UCHT
(TYP.)
39' GEN£RAL UTILITY AW ACCESS EASf.lENT
3' 4.5' 12' 12' 4,5-:.,
, 6" TYPE "G" 0• O Ct..flB & GUTTE:R 2'
' TTYP. -
2% u· .. -~ ~ 2% -~~
-/ / / / / / / -/
'-A.G. PAVEMENT AND BASE (TYP.)
AGGREGATE 3/8"-7/8" BIRDSEYE
(KRC) HEAVY ACID WASH.
(PER LANDSCAPE PLANS 40JJL)
J'
,-
2%
.3' 4.5'
2Jr
A.G. PAVEMENT ANO BASE (TYP.)
AGGREGATE 3/8" -7 /8" BIRDSEYE
(KRC) HEAVY ACID WASH.
(PER LANDSCAPE PLANS 40JJL)
60.5' GENERAL UTILITY AND ACCESS ESMT.
40'
16' 8'
MEDIAN
CURB AND
GUTTER (TYP.)
2,c
5'
16'
CURB (TYP.)
.2L..
SIDEWALK
MEDIAN LOCATION AS
SHOWN ON PLAN
5•
..2~
J'
I BLDG NO OF MAIN "'
I LATERAL
ATMMN ~)
LATERAL ATMMN LATERAL PL TO IE
IE AT PL IE (1) (4) RED BLUFF PLACE ('PvT I);?, A-3; RED BLUFF PLACE (?,.,T ~ A-:,)
I I 1 41+ 16.00 1.20
2 41+18.73 1.20
I 3 41+58.54 120
301.45 41+ 16.00 303.39 5.86 32.00
301.42 41+18.73 303,49 5.86 32.50
300.46 41+58.54 303.24 5.86 4250 I 4 41+63.54 1.20 300.41 41+63.54 444.61 5.86 4 2.50 I 5 33+ 10.08 1.16 297.29 33+10.08 435.66 5.86 4 3.50
I 6 41+18.23 6.85 293.46 41+78.23 425.41 5.86 15.33
~ ~~
8. '9
287.66 90+95.98 409.30 5.86
286.02 91+58.87 410.90 5.86
279.15 13+09.09 414. 11 5.86
2.31%
2.68%
4 10%
4.08¾ J' 4.5'
7.20%
2.00%
~ . _,
) ..
;J. JLJ/n
7.80%
8.20%
8.90%
NOT TO SCALE
69'-79' GENERAL UTILITY AND ACCESS ESMT.
15'/20' PARKING
SIDEWALK LOCATION
AS SHOWN ON PLAN
12' 12'
NOT TO SCALE
15'/20' PARKING 4.5' J' ENGINEER OF WORK
"AS BUILT"
13 12+39.09 276.52 12+39.09 421.15 5.86 6.82% "APPLE HILL PLACE", "CLEAR CLIFF COURT", "RED BLUFF PLACE"
"VALE BLOSSOM COURT", "RIM CIRCLE" (-Pvr °D'R. A-\, A-2, A-:>,"B~C) l,l'VIEWEO BY: 14 11+76.09 271.58 11+76.09 426.39 5.86
300.34 30+63.98 449.30 5.86
14.00%
2.59% NOT TO SCALE
/ / , ..,(., ,, -I '-"
V' ,(NSPECTOR
z/9.(os
DATE
BENCH MARK
DESCRIPTION: STANDARD M-1 D STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
ELEVATION:
CENTERLINE Of-EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROi_ DATA)
68.479 DATUM: NGVD OF 1929
l----+--+-------------+---+--i--r----1l2J CITYEN£~RINf !~~~~A~
1----+---+----------------t---+---+---+----i PUBLIC AND PRIVATE UTILITY PLAN FOR:
CALA VERA HILLS
VILLAGE "Y"
1----l----l-----~-----------t----+---+---+--"I APPROVED LLOYD HUBBS &'i' 4-,-:;; c:s&:;4 W✓:-;r:.·,L ~/;7.,,/4 1-----+---+---------------i---+--+---+----J CITY ENGINEElf'RCE 2'iil'a9 EXD 12/31705 / DATE
i-:O:..:~:,.c:Z.O=:,c>h-=-l-'-'~=--¥-''--''l\c==.-..ceu=l,..'c__ __________ --t---+---+---+--"I DWN BY: -=;i;~=
__ D_A_TE_~IN_ITI_AL_, f-~D"-'A-"'TE'--'~l=NIT=IA=L-t-~DA_T_E ~IN_IT_IA_L7 CHKD BY:_
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L"R~VW!,'D'.._!Bc>:Y='=~•-f'.c:::::J=.J ENGINEER Of WOR~
PROJECT NO.
SDP 01-05
' DRAWING NO.
403-3
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40
SCALE l '= 20'
60
PAINT RED CUl?B WITH
"NO PARKING FIRE LANE•
SEE NOTE BELOW
STORM DRAIN NOTE
80
ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING
INLET BASKETS WITH HYDROCARBON ABSORPTION
18• RCP STORM
DRAIN PER
DWG 405-4
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STORM DRAIN PER 390-9
TO BE REMOV£D PER
DWG 403-:JA-
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NOTE:
/RR/GA TION SLEEVES PER
LANDSCAPE PLANS
DWG NO 403.JL
PAINT RED CUl?B WITH
•No PARKING FIRE LANE•
STANDARD CURBS BORDERING FIRE ACCESS ROADS
SHALL HAVE THE WORDS "NO PARKING FIRE LANE•
PAINTED UPON THEIR HORIZONTAL AND VERTICAL
SURFACES AT INTERVALS OF NOT MORE THAN
TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK
STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A
STROKE OF NOT LESS THAN i INCH, AND SHALL BE
WHITE ON A RED BACKROUNO. THE BACKGROUND
SHALL EXTEND AT LEAST SIX INCHES BEYOND THE
FIRST ANO I.AST LETTERS OF THE TEXT.
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--~-,--GENERAL UriLITY E:ASE:MENT PER PARCFL .-MAP M~L~o"i
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->-- -+ ' I I ' J_ +
PROJECT BOUNDARY J --PAINT RED CURB WITH ____,/
•No PARKING FIRE LANE"
SEE NOTE BELOW
APN 18B-06a-.27
MAP 828 ROHO AGUA HEDIONDA
POR Lore o, E 8. l Ml80 MAP 281
APPLE HILL PLACE
?._,-,-D-1l. A-\
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
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295
---- - -----1··-·---:--:-·-
15+00
T 283
-,--
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FINI -Erl S!/RF. CE
OV£R StORM D IN
() BEARING/DEL TA
7 N 28"25'19• W
2 57"4/'44•
3 N 29"16'25• E:
CE1VTERLI1VE
RADIUS
32.00'
275
- i -
-i _! i -1
210'
PROFILE SCALES
HORIZ.
VERT.
DATA
LENGTH
58.86'
32.22'
378.00'
1"~20'
1 "=4'
REMARKS
PUBLIC WATER DATA
BEARING DELTA RADIUS LENGTH REMARKS
7 N 28"25'11,• W 5.57' s• PVC CL 150
2 N 17"4.J'35• W 13.50' 8" PVC CL 150
3 N 4"46'25• E 6.85' 8• PVC CL 150
4 N 29'16'25• E 22.08' 8• CML &-C
5 N 29'16'25" E 359.56' s• PVC CL 150
6 N 29'16'25• E 9.73' 8. CML & C
PRIVATE STORM DRAIN DATA
C) BEARING DELTA RAO/US LENGTH REMARKS
~~~ I N 29'16'25" E 89.28' tB• RC!' D-1350• ----+---~---+---~-+-~~----------
2 N 29'16'25• E 275.99' 18• RCP D-1350• CC, CLEAR CLIFF CO 6
SEE SHE
,--/.~~~~~ SLEEVES PER ~ LANDSCAPE PLANS
DWG NO 4033L
CL INT
14+69.08-
92+26.91 CLEAR CLIFF COURT
TYPE A-4 CO
14+76.08 =
------I----_J t A L '7~ 11::D
ST LIGHT
3 N 64'26'18• E 13.46'--18• RCP D-1350•
4 N 60'43'35• W 10.25' ts• RCP 0-1350•
5 N 50•43•35• W 10.25' ts• RCP D-1350•
7
2
J
4 ------
• WA 7FR nGHT JOINTS
PUBLIC SEWER DATA
BEARING DELTA RADIUS LENGTH REMARKS
N 16'47'36" W 24.93' s• PVC
N 11"10'22• E 19.25' s• PVC
N 29'16'25• E 134.94' s• PVC
N 29'16'25• E 237.08' s• PVC
ENGINEER OF WORK
DATE
"AS BUILT"
;~/4.c/4 y
; DATE
Rt\/lEWED BY:
/ . j .• J .'\
I
-INSPECTOR
uci/Q.5
DATE
t-------t----+-----------+---------ir-----i-------t--------i I SH3[ET I CI TY OF CAR LS BAD ~
ENGINEERING DEPARTMENT ~
~P:::U:::B:::L:::/C::::'.,A,'.:N::::D=P::::R:::l=VA::T:::E==U::::T/=Ll:::TY~P:::LA=::N=F::::O:::R::::===:::..::==:::;
cP.>/U>/o ,eL,H /l\-"">-""-'IL-T ' . DATE INITIAL DATE INITIAL
ENGlNEER OF WORI REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
CALAVERA HILLS
VILLAGE "Y"
1JROVED LLOYD HUBBS J&.M I 4: eC.. -,..,JA:-• •~ ~bo/o:J
CITY ENGINE~R~ EXP 12/31 /05 7 OATE
DWN BY,·-=+~;::: CHKD BY,-----1-
RVWD BY: Lrv ........_
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3
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90" BEND .t TB
(ANGLE=90'0'0")
CL INT
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16+95,99 RED BLUFF PLACE
APN 208·10-J-.04
MAP NO :10808 OT 8-J-.47
UNIT 2
!
' '
PROJECT BOUNDARY 1,
90+00
STORM DRAIN NOTE
ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING
INLET BASKETS WITH HYDROCARBON ABSORPTTON
NOTE:
91+00
f.:l
:'cl
N C +
FOR SEWER
SEE
f.:l
~
" "' 10 -
8 ...
I
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+~
-+i "'
-+
11
CLEAR CLIFF COURT
"?v.\J.l-A-Z.
STANDARD CURBS BORDERING FIRE ACCESS ROADS
SHALL HAVE THE WORDS "NO PARKING FIRE LANE"
PAINTED UPON THEIR HORIZONTAL AND VERTTCAL
SURFACES AT INTERVALS OF NOT MORE THAN
TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK
STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A
STROKE OF NOT LESS THAN ; INCH, AND SHALL BE
WHITE ON A RED BACKROUND. THE BACKGROUND
SHALL EXTEND AT LEAST SIX INCHES BEYOND THE
FIRST AND LAST LETTERS OF THE TEXT.
I
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PROFILE SCALES
HO'!!?. : 1 "=20'
i ----•
I
92+00
} ., i !{ ) 1 01ct1Ek LD tLtv. ·--•----·--
·-f . ! · 1 '. [ 1 I Dlql1F$ E, EV, FROMR[t'[R[NCt fj(?j,,w,r,f&;
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VER-:-. 1 "=4'
5
GENERAL 1J77Lrr/' EASEMENT PER PARCEL W1P r-1o ,n;c O'I
::,.
g"'
g"' +1:'i ~-
92+34.66
TYPE B INLET
J
I
SEE SHEET 3
APPLE ffiLL PLACE
9 + 3.91=
14+76.08 A L HILL 90' BEND .t TB (ANGLE=90'00'00")
Cl INT 92+26.91 =
0 20 40 60
SCALE 1'= 2J'
PUBLIC SEWER DATA
BfARING DELTA RADIUS LENGTH REMARKS
4·59•34• 200,00' 17.43' 8" PVC
2 N 60"44 'oo· W 46.23' 8" PVC =---"---+-----1----===--1-~..:....:-=------l
J N 60"44'00" W 71.0S' 8" PVC
CENTERLINE DATA
>'O""'-<_B,.,Ec_A::.:R:::INc.:G/LDc:c[c.cLccTA.:__---1_-'-R:..:A=.:D'.::.US=----+---"L,.-[NGTH REMARKS
I N 7T2S'oo· W 73,51' -+-----'-'---+----'----+---------'
2 16"41'00" 100.00' 29.12'
J N 60'44'00" W 124,28'
PUBUC WATER DATA
BfARING DELTA RADIUS LENGTH REMARKS
I N 8T24'oo· W S,40' 8" PVC CL 150
2 4·21·1 r 200.00' 15,55' 8" PVC CL 150
3 S'31 '45" 200,00' 19,80' 8" CML .t C
4 N 7T25'oo· w 14,85' 8" PVC CL 150
5 16"41'00" 200.00' S8,24' 8" PVC CL 150
6 N 60'44 ·oo· w 8.80' 8" PVC CL 150
1 N 60"44 ·oo· w 21,66' 8" DIP
72.90' 8" PVC CL 150
8" CML 4t C
s N 60"44 'oo• w -----+-----+-----~
.9 N 60"44 'oo• w 14,28'
PRIVATE STORM DRAIN DATA
C) BfARING DELTA RADIUS LENGTH REMARKS
62"53'S8" 22,50' 24,70' 18" RCP D-1350•
2 N 7T25'oo· w 22, 12' 18" RCP D-1350•
J t 6·4 t '00" 100,00' 29, 12· 18" RCP D-1350•
4 N 50·44 ·oo· w 31,36' 18" RCP D-1JS0•
5 N 60"44'00" W 86,92' 18" RCP D-1JS0•
• WATER TIGHT JOINTS
ENGINEER Of WORK
80
"AS BUILT"
~/J.,, t
~~:J_Q_ EXP. t,/JtJ/o(;,
~VIEWE;i'l BY:
INSPECTOR
DATE
z/-,/115
DATE
l---+--+----------+--.----l--l---lls~ETl.c_1r_Y~o=F~c=A~RL=s=s~A-D~~ _ ENGINEERING DEPART~ENT ~
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT
E:NGINEER'S STATION 454+92 PER
R.S. 1800-1
RECORDED: COUNTY BENCI-/ LEVcLS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68,479 DATUM: NGVD OF 1929
0'5/f.Of, ~
DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
PUBLIC AND PRIVATE UTILITY PU\N FOR:
CALA VERA HILLS
VILLAGE "Y"
~PROVED LLOYD HUBBS JI-M • ~ -:1:ref ~~L--V~ ~~R/&,_l'
CITY ENGINEER~ ~lll!_9 --EXP_lU1\L~DATE
OWN BY:-=s;~= CHKD BY:_
RVWD BY:
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3
R:\0236 \8.Eng \I Mp-"aveMent Plo.ns \0236,o.04.dwg[ 1275JMo, y-06-2003112:36
072303
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CL INT
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16+98.19=
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·•··••···1 d J 7
11 LI . =l !
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APN 208--101"04
MAP NO 10808 OT 81"41
UNIT 2
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SEE: NOTE BELOW O
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CENTERLIIVE
0 BEARING/DEL TA RADIUS
7 N 2'36'00" E
2 6'08'3:J" 400.00'
J N 8"44'33" E
--
4 15'44'26" 200.00'
5 Y:J0'2:J" 200.00'
6 12·14•03• 200.00'
7 N 8'44 '33• E
PROFILE SCALES
HORIZ.
VC:RT.
DATA
LENGTH
172.70'
42.88'
:JO.OJ'
54.94'
12.24'
42. 71'
48.50'
1 "=20'
1 ",-4'
REMARKS
PUBLIC WATER DATA
DELTA RADIUS LENGTH REMARKS
1 N 2•35•00• E ~'-c--'~-+-----+--~~c---f--=--------i 2 N 2•35•00• E
299.21' 8" PVC Cl 150
13.18' 8" PVC Cl 150
s N 2·35•00· E 8.76' . 8" CML ,t C
4 2'18'04 • 200.00' 8.03' 8" CML ,t C
5 y50•30• 200.00' 5.00' 8" CML ,t C
6 2'24':JJ" 200.00' 8.41' 8" PVC CL 150
7 N 8'44 'J:J" E 58.13' 8" PVC CL 150
PUBUC RECLAIMED WATER DATA
RADIUS LENGTH REMARKS
J9.24' 8" PVC CL 150
5
200' 39.27' 8" PVC CL 150"'
51.16' 8" PVC CL 150
ENGINEER or WORK
OND L. MARTIN DATE
.E. NO. 48670 EXP. 6/30/04
/.t./4,/o.r ' DATE
'REVIEW D BY:
z/q/o:s
DATE ~ :g ' "9, ~...,~
-1-~§! ~ "')l,.,j
t----+----+----------------t----+---t---t----t I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT ·----.. ~---
~ L_2()_J
STORM DRAIN NOTE
STANDARD CURBS BORDERING FIRE ACCESS ROADS
SHALL HAVE THE WORDS "NO PARKING FIRE LANE"
PAINTED UPON THEIR HORIZONTAL AND VERTICAL
SURFACES AT INTERVALS OF NOT MORE THAN
TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK
STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A
STROKE OF NOT LESS THAN i INCH, AND SHALL BE
WHITE ON A RED BACKROUND. THE BACKGROUND
SHALL EXTEND AT LEAST SIX INCHES BEYOND THE
FIRST AND LAST LETTERS OF THE TEXT.
RED BLUFF PLACE
711T1JR A-~ ,-----....,..,.. ...... .,..._....,..-....,..,...------11---+-----t----------------t---t----t----t----l PUBLIC AND PRIVATE UTILITY PLAN FOR: BENCH MARK ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING
INLET BASKETS WITH HYDROCARBON ABSORPTION DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION·
RECORDED:
ELEVATION:
CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL_ DATA)
68.479 DATUM: NGVD OF 1929
CALAVERA HILLS
VILI~AGE "Y"
APPROVED LLOYD HUBBS JI.-M
t!Y ~ =. ;c--~ J..,,f!/d-r;L (,,./-:J.,/4:,1 t----+----+----------------i----+---t---t----i CITY ENGINEER Rtf___jA!!§..$_L de ,2z31z □s , 'DATE
I ..... t:,-OUILT'
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL □ATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY:~·1 PROJECT NO. DRAWING NO.
~~~ :~~ ~_s_·n_P_o_1_-_o_s_~ ~4_0_3_-_3 __
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21+00 22+00
80
GENERAL UTILITY EASEMENT --.._ PER PARCEL MAP __ _
APN 187-482-01 TO 88
MAP No 10808 CT 81·47
UNIT 2
PAINT RED CURB WITH
"NO PARKING FIRE LANE"
SEE NOTE BELOW
✓"' 4i / r}~ / -A,ix
e,-1.~ / / / -'~ ' q.\J" / 5 ~ ' / -
/1
2
§?
a::
& ~~
ENHANCED PAVING PER ::j fi
I--LANDSCAPE PLANS II 8,l)
0.. ~ DWG NO 4033L ~ c:,
c:, ~ "' <o c:; ..J ~ .... APN ~ ~ -0) -~ ·"' ... ~~ Cl p j~~ ~ i ~ r;j "' tl:)1 ~ :,.. IQ ~ l1l 11' & ~ 8§ -~"' «i l1l .... ~ " "<"' .,
0, "' "' ~ii ... -~ c:; ~ "' ' i-~ <'. .., . a:;; ~ . , ~~~ "' -. ----------------/ ,
~J -----
R -
=---+··-----------------.----------
f;l "' ~ ~
~ lu ~ 8 "' 8 "' /RR/GA TION SLEEVES PER'<.="(' ~ .,; i;! c:; i;! LANDSCAPE PLANS
'.;' c;: '.'j' r;: DWG NO 4033L
~'O ~
GENERAL UTILITY EASEMENT
PER PARCEL MAP Yl~ "'1.·0"I
NOT£:
RED BLUFF PLACE
7v---r ~ A-~
STANDARD CURBS BORDERING FIR£ ACCESS ROADS
SHALL HAVE THE WORDS "NO PARKING FIR£ LANE"
PAINTED UPON THEIR HORIZONTAL AND VERTICAL
SURFACES AT INTERVALS OF NOT MOR£ THAN
TWENTY-FIVE FEET. LETTERS SHALL 8£ OF BLOCK
STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A
STROKE OF NOT LESS THAN i INCH, AND SHALL BE
WHITE ON A RED BACKROUND. THE BACKGROUND
SHALL EXTEND AT LEAST SIX INCHES BEYOND THE
FIRST AND LAST LETTERS OF TH£ TEXT.
STORM DRAIN NOTE
ALL STORM DRAIN INLETS TO 8£ CONSTRUCTED USING
INLET BASKETS WITH HYDROCARBON ABSORPTION
BENCH MARK
DESCRIPTION· STANDARD M-7 0 STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
ELEVATION:
CENTERLINE OF EL CAMINO REAL AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS {NO.
COUNTY VERT. CONTROL DA TA)
68.479 DA TUM: NGVD OF 1929
~
24+00
' l
L I
"-..
! --
I
0
-, ---/ - I ---- -- ----- -- -----------'--' i
i ./
1
I
I I
~EXIST 1 I PER D
• PVC WTR
NO 90-9
EXIST 12 • PVC WTR
PER Owb ND 390-9 \
I ~EXIST 1k· re· RCP 0-13 o ~--,_ l..------1 I PER owr NO 390-9
SEE DWG NO 407-68 FOR
TRAFFIC SIGNAL PLAN
+67.75=
"?: +01.83 COLLEGE BLVO
7::::===::::---"-t-EXIST ~• PVC CL 150 RCLM PER DWG NO 390-9
EXIST 1 B. STORM DRAIN
PER DWG NO 390-9
I
'
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' '
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PR'wECT BOUNDARY
I
'
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~
APN 188-040-29
MAP 828 RCHO AGUA HEDfONDA
POR LOTS D 4. L MISC MAP 281
' ,1 1----,----+-=+ -t -r---
1 i
I 1 --j +~+-
2
3
0
I
2
3
4
I
2
3
4
6
-1------ - I
--
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-l
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'
PROFILE SCALES
HORIZ. : 1 "=20'
1 "=4' VERT. :
BEARING/DELTA
N 8'44'33" E
44'48'18"
N 53'.J2'52" E
CENTERLINE DATA
RADIUS LENGTH REMARKS
130.92'
100.00' 18.20'
158.6.J'
PRIVATE STORM DRAIN DATA
BEARING DEL TA RADIUS LENGTH REMARKS
N 38'28'10" E 9.72' 18" RCP D-1350
15·04•42• 45.00' 11.84' 18" RCP 0-1350
N 53'32 '52 • E 6.91' 18" RCP 0-1350
N 36'27'08" W 40.50' 18" RCP D-1350
PUBLIC WATER DATA
BEARING DELTA RADIUS LENGTH REMARKS
N a·44'33• E 67.05' 8" PVC CL 150
1'48'/B" 200.00· 6 . .JO' 8" PVC CL 150
N 10'32'52" E 124.73' 8" PVC CL 150
N 53'32'52" E 124.13' 8" PVC CL 150
PUBUC RECLAIMED WATER DATA
RADIUS LENGTH REMARKS
N 53'32'52" E 161.15' a· PVC CL 150.,
ENGINEER OF' WORK
R OND L. MARTIN DATE
R.C.E. NO. 48670 EXP. 8/30/04
"AS BUI LT"
~ .• ./cY/4. /-_
RcE8b7o EXP. (,/J6la'7
£VIEWfD BY:
-~~.J-v
lflSl'ECTOR
2/,/03
DATE
1------+-----+-------------------+----f---lf-----+-----+ I SH~ET I
DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
PUBLIC AND PR/VA TE UTILITY PLAN FOR:
CALAVERA HILIJS
VILI~AGE "Y"
APPROVED LLOYD HUBBS J/..M
er"'~ u,--~ t.-tr ;;.,-, cirYdJc1mERR'.::..rn.~-f,f2131 zos ' ~ATE
DWN BY, -c---
CHKD BY,
RVWD BY:
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3
R,\0236 \~Eng \IMproveMent Plons\Oc: 36io06.dwg[ 1275JMoy-06-2003,J0,4 7
072303
C
(7) ~
0 G) .... ..... .,::a. 0 0
... w
0 I Q w I ...
0, -
i
ci ,.;
1--=-~---=CE=;cN'--'-=TERLIN;--=E'------+'_._.A-=-T-'--'-J\.~---~ Q BCARING/OELTA RADIUS &FNG/!--1 REMARKS
7 N 81'15'00" W -43.86'
2 ,45•02·00· 100.00' 78.60'
J N 36'13'00" W 71.7:J' +-------
4 6"20·00· -400.oo· 4-4.22'
,o N 42'J3'oo· w 94. 68'
B 18'10'35• 100.00· 31.12·
t--.1=+----.N~6~0.--=,43~•,...35----.•~w---+-==-+-~·2,4.81--c, -+-------
PUBLIC WATER DATA
DELTA RAD/US £NGTH REMARKS
7 N 87'24 ao· W 72.27' 8" PVC CL 150
2 N 87'24 'oo •. -w"------f-------+--2'"'0'". 08~.4 -'8'...,. • .-'C-'M'-"L---'&':":_C_":",_---l
J N 87'24'oo· W 2.11' 8" CML & C
4 N ,40•2,i,•oo· W 24.78' 8" PVC Cl 150
5 6"24'17" 200.00' 17.36' 8" PVC CL 150
6 0'46'44" 200.00· 2.72' 8" CML & C
7 N .J.3"12'59" W 13.97' 8" CML & C t--+'-'----'--"----=-'=c-'-'----l------+-~= .--t----'---cc---'--_c_-'-'-----'---------J 8 N 33'12'59" W 23.22' 8" PVC Cl 150
9 :J'OO'o1· 200.00' 10.47' 8" PVC Cl 150 1----+~~~~~---l--------' =-----+-----=:=:'-=.,------t--=--=--'c=-=----="'------j 10 N 36'1J'oo· W 23.68' 8" PVC CL 150
1 1 r40•,-1 • -'-'--+-2-.coc--.0----..00=· -----1---'2==6 .... 1"'1°'·-+--'8~.-'-PVC-'-"'-'c==L'---'-15==0,_--1
t--.1----.?+--N----.----.437'=--53'=-'-'---1-1 ·-----'-'-w--+---~+---'-44:..:·=--oo=--'----.----._.8._"_.PVC_._. CL I so
7J 1'25'57" 200.00' _1__ _ __..,5.,_..00.::__' -------.:8=--"__..,CM--,'l=--:,&-_c_-:-C _ __J
STORM DRAIN DATA
RADIUS LENGTH REMARKS
I N 81"15'00" W 72.09' 18" RCP 0-1350
2 N 73':JO'II" W 5.4.J' 18" RCP 0-1350
3 37'17'11" 22.50' 14.64' 18" RCP D-1350
4 N 36'1.J'oo· W -=---+--'6:-'8:..:.9:...:9-c,+_:_.1=-8-=-. :..:RC=:Pc.__::D:..._--'-1=-.J5:::0'---.__j
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7 N 42'33'00" W 61.8:9' 18" RCP 0-1350
8 N 45·•5•33• W 6B 5' • R ~ .9, 18 CP D-1350
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PUBLIC SEWER DATA
BEARING DELTA RADIUS LENGTH REMARKS
22'08'0J" 93.00' 35.9.J' 8" PVC
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DESCRIPTION: STANDARD M-10 STREET
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LOCATION: CENTERLINE OF EL CAMINO REAL AT
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ENGINEER OF WORK
OND L MARTIN
.C.E. NO, 48670 EXP, 6/30/04
"AS BUILT"
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INSPECTOR
DATE
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DATE
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DATE
l---+---+-----------+-----+------l----+------11 s~ETl,c_1_r_Y~O=F CARLSBAD _ ENGINEERING DEPARTMENT
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DRAVIING NO.
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BENCH MARK;/~ ',
DE:SCR/PTION: STANDARD M-10 STREET_'i ,
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINQ_REAt.·'AT
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RECORDED: COUNTY BENCH LEVELS (NO.,-
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ELEVATION: 68.479 DATUM: NGVD OF 1929
ENGINEER OF WORK
R ONO L MARTIN
R.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT"
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INSPECTOR
DATE
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~==:,_====EN=G=IN"'E=E=Rl::':NG=D=E=PA::::R::TM=E=N=T===--=~==~
PUBL.IC AND PRIVATE UTILITY PLAN FOR:
~
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ENGINEER OF WOR REVISION DESCRIPTION
CALAVERA HILI.S
Vil.LAGE "Y"
APPROVED LLOYD HUBBS dY
&-4'.e~~~ <Rj:Jolo:Y CITY ENGINE? tici==n~ ExeJ.filU~ 7 DATE
OWN BY: --:s~~= DATE INITIAL DATE INITIAL CHKD BY:_
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SDP 01-05
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1 N 72"52'4D" E 20.35' B" PVC CL 150
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ENGINEER OF WORK
RA~ •r:t:rr/J.J_
R.C.E. NO. 48670 EXP. 6/30/0-4
7'AAJ
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"AS BUILT"
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DATE INITIAL
ENGINEER or WORI REVISION DESCRIPTION
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DATE INITIAL
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VERT. : 1 "=4'
PRIVATE STORM DRAIN DATA -
"l BEARING/DELTA RADIUS LENGTH REMARKS -
1
2
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11 l
1
2
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N 28°47'55" E 40' 18" RCP D-1350 •
N 28°47'55" E 133.39' 18" RCP D-1350 •
16.J4'26" 91.00' 26.32' 18" RCP D-1350 •
N 45·22'21• E 39.87' 18" RCP 0-1350 •
• WA TEI? T'GHT JOIN"S
PUBUC SEWER DATA
BEARING/DEL TA RAO/US LENGTH REMARKS
N 29•15'00• E 51.00' 8" PVC
N 29·15•00· E 7J.05' 8" PVC
18"11 '07" 200.00' 63.48' 8" PVC
N 47"27'07• E 11.29' s• PVC
ENGINEER OF WORK
R.C.E. NO. 48670 EXP. 6/30/04
IEWED BY: , / L ( _ -/4~M
--1NSPECTOR
Y/s-/4.,
DATE
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D•TE
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BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION:
RECORDED:
ELEVATION:
CENTERLINE or EL CAMINO RE.71L AT
ENGINEER'S STATION 454+92 PER
R.S. 1800-1
COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
68.479 DATUM: NGVD or 1929
I .=-euter
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
D•TE INITIAL
OTHER APPROVAL
DATE fNITIAL
CITY APPROVAL
PUBLIC AND PRIVATE UTILITY PLAN FOR:
CALAVERA HILLS
VILLAGE "Y"
APPROVED LLOYD HUBBS dr
&rt5 c-<Zd n-;~;;., -~ 6./.:1•/o-:f
CITY ENGINEi?t?iicE __ .2 8.lL_ r•e 12/.31/0~ ' 7 DATE
DWN BY: --::-=--I CHKD BY:_
RVWD BY:
PROJECT NO.
SDP 01-05
DRAWING NO.
403-3
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