HomeMy WebLinkAboutDWG 408-7; CT 98-05; DEJONG PROPERTY; 01-09\
GENERAL NOTES
I. 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 AS 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 ENGINEER-
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 BE 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 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE CO/,f,IENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVIS I ON OF THESE PLANS MAY BE 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 WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CI TY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TH~ PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
'I. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF,
(A} SUMWIRY SHEET, /BJ 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/SJ SHALL BE IMWEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTFWCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEl;INNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK/760-602-2740/ AT LEAST F/VE/5/ WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REOUEST LINE AT
(760} 438-3891. INSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M.
JltLTHE DAY BEFORE THE INSPT;CTION IS NEEDED. 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. THi OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR 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.
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 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
TH•RE/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR
MORc IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGEN ;y PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
lliP/;ARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE B
CA'll:ORNIA ADMINISTRATIVE CODE, ,:IE PLAN SHALL BE PREPARED BY AN
ENG' NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EX CA VAT I ON
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. .
16. IF A~Y ~RCHAEOLOGICALIPALEONTOLOGICAL RESOURCES ARE DISCOVERED WITHIN
ANY WORK ZONE DURING CONSTfi'IICTION OPERATIONS W/11 CFASF
IMWEDIATELY, AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER.
OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED
WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO 50.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER 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 WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLi DAYS IS AVAILABLE AT THE ENG I NEER I NG DEPARTMENT COUNTER. J
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WOR':'. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMA.GE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COM\AENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR/$ REOUIRED TO TAKE DUE
PRE CA UT I ONAF'Y MEASURES TO PROTECT THE UT I LI Tl ES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
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 WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVI CE ALERT
SDG8E
PACIFIC BELL
ADELPHIA CABLEVISION
CITY OF CARLSBAD/SEWER AND STORM DRAIN}
CARLSBAD MUNICIPAL WATER DISTRICT
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(BSB)SSB-4500 · FX(BSB)S51!-1414
1-800-422-4133
(619)438-6200
I -800-422-4I35
I 760/438-5241
/760/438-2980
(760/438-2722
STRRET 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 SECT I ON MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO 121
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED 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 LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM 0-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK
PER SDRSD 5-4 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
WI TH IN TWENTY FEET OF BU I LO I NG OR STREET AREAS AND REPLACED WI TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER 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 DWG M/9.
9. ALL SURVEY 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 SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEER/NG INSPECTOR.
WATER NOTES
1. WATER MAIN ANO APPUFUENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF
POTABLE WA7FR MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER
1993 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT
SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF
SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD
ENGINEERING DEPARTMENT ([760} 438-3891) FOR SCHEDUUNG.
5. rHE CONTRACTOR 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 TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE
EASEMENT. All EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR
TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM rHE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPUR7FNANCES SHALL BE PROTECTED BY
ME4NS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRA7FS THAT PR07FCTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER Will CONSIDER AN ALTERNATIVE
FO/?M OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA7FRIALS
OF THE FIRE LINE LOCA7FD BETWEEN THE DIRECTOR CHECK VALVE AND
/3UILD!NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. A1.J.. RECLAIMED WATER MAINS AND APPUR7FNANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL
WA7FR DISTRICT," OCTOBER 1993 OR AS AMENDED.
10. All POTABLE WAW? SERVICES SHALL BE 1 • AND ALL POTABLE 14147FR METERS
SHALL BE 5/8" (UNLESS OTHERWISE N07FD ON PLANS).
11. All WAW? METER BOXES SHALL BE ARMORCAST.
12. MINIMUM SPACING BETWEEN POTABLE WA7FR LATERALS AND SEWER SERVICES
SHALL BE 5 FEET.
13. THE TOP OF WA7FR METER BOXES SHALL BE FLUSH WITH THE FINISHED
SURFACE GRADE.
"DECLARATION OF RESPONSJRT,E C!HARGE"
I HEREBY DECLARE THAT I AM THE ENG I NEER OF WORK FOR TH IS 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.
CK OF PROJECT DRAWi NGS AND SPEC IF/CATIONS BY I UNDERSTAND THAT THE CHE
THE CITY OF CARLSBAD DOES
RESPONSIBILITIES FOR PROJ
NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
ECT DESIGN.
FS FI RM· Hf/NS/IKER a /ISSOC /AT
ADDRESS, IO 179 HUENNEKENS AitE
BY,
CITY, ST., SAN DIE§O, CA
TELE~iE
RAYMOND
P.E. NO., RCE 4867D
L. MARTIN
EXP I RAT I ON DATE. 6/30/04
HY
DA TE. .S~ "1, I
PLANS WAS GENERATED BY PHOTOGRAMETRIC METHODS
SOURCE OF TOPOGRAP
TOPOGRAPHY SHOWN ON THESE
FROM INFORMATION GATHERED
TOPOGRAPHY SHOWN HEREON C
AND AS-BUILT DRAWINGS AFT
ON MARCH .3, 1986, BY MISSION AERIAL PHOTOS, INC.
ONFORMS TO NATIONAL MAP ACCURACY STANDARDS,
ER 1986.
BENCH MARK
DESCRIPTION: STA R7800 246+65 ECSTREET
CENTERLINE MONUMENT STAMPE:J "SD.
CO. ENGR. DEPT SURV MON.
LOCATION: ON EL CAMINO REAL 7.83 MILES
N'LY FROM LA COSTA A\IF
ELE\,',4T/ON: 295.335 DATUM MSL
------------
ENGINEER'S NOTES ENGINEER'S NOTES (CONT.)
I .
2.
3.
4.
5.
6.
7.
8.
NEITHER TH£ 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.
CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONT I NUOUSL Y AND NOT BE LIM I TED TO NORMAL WORK I NG
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.
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 CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT (858/558-4500. 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 IL TI NG BAS I NS, DIKES, SHOR I NG, ETC. / UNTIL
SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE
BY THE OWNER.
THE EXISTENCE AND LOCATION OF UNDERGROUND UT/ LIT I ES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UT/ LI Tl ES EXCEPT AS SHOWN ON THESE 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 DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN.
CONTRACTOR SHALL TAK£ PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS KELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE IM/ICH ARE
DAMA.0ED, DUR ING THE COMPLETION OF THE WORK, TO THE SAT I SF ACT I ON
OF THE APPROPRIATE AGENCY.
WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY
TEST I NG TO CERT I FY THAT TRENCH BACKFILL WAS COMPACTED AS DI REC TED
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
9.
10.
II.
12.
I 3.
14.
15.
16.
17.
THE CONTRACTOR SHALL NOT I FY THE SURVfYORS 48 HOURS PR I OR 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 SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY THE APPROVING AUTHORITY.
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 INSPECTOFI. THE GENERAL
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AB ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES ON CUL DE
SAC'S AND KNUCKLES ARE /J.T THE RIGHT OF WAY. PRC AND PCR STATIONS
ARE AT THE CURB.
RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
15 REQUIRED FRr:JM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
THE SOILS REPORT AND ALL THE SiJPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PART OF TH IS PLAN. ALL CONSTRUCT/ ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPOR'I'.
CONTRACTOR SWALL I NS TALL THRUST BLOCKS AT ALL ANGLE PO I NTS AND TEES
IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTFIICT STANDARD.
CONTRACTOR SHALL SUf!JM./ T AN AS-BU IL T PLAN I ND I CAT I NG ALL STREIT LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR
TO ENERGIZING THE SYSTEM.
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE 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
RESPONSIBLE FOR /JS£ 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 RESPONSIBLE FOR
THE REVISIONS.
ALL SEWE.R LINE BEDDING SHALL liJE 3/4" BACKFILL PER SDRSD S-4,
TYPE C. PVC SEWER PI PE SHALL MEET ASTM STD. 3034 FOR SOR 35
SOLID WALL PIPE.
STORM DRAJN NOTES
I . STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE AMERON REINFORCE CONCRETE PIPE WITH REINFORCED
THERMOSETTING RESIN /RTRJ COUPLING OR EQUAL FOR THE ENTIRE REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C36/, AND C443.
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY 2. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A MINIMUM COVER OF 1-112 INCH OVER THE INVERT 11£/IIFORCING STEEL.
THE CONCRETE DES/0N STFIENGTH Ill THESE REACHES SHALL BE fc = 5,000 PSI.
FOR VELOC IT /ES EXCEED ING 30 FEET PER SECOND, USE f c = 6, 000 PS I .
ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
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.
SEWER NOTES
1. All SEWER MAIN AND APPUR7FNANCES SHALL BE CONSTRUC7FD IN
ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S
SEWER SYSTEM -DESIGN CR/7FRIA, STANDARD DRAWINGS AND
SPECIFICATIONS: LATEST EDITION, AND THE STANDARD
SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION
(GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE
DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND
SHALL ADHERE TO All PROVISIONS FO THE STA7F CONSTRUCTION
SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISnNG SYSTEM,
A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE
SIGNED AND APPROVED BY THE DISTRICT'S ENGfNEER AND
SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON 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
CONSTRUCTION (TELEPHONE: [760}-438-3891).
LEGAL DESCRIPTION
BEING THAT PORTION OF LOT 2 OF SECTION 22, TOWNSHIP 12
SOUTH, RANGE 4 WEST, SAN BERNADINO BASE AND MERIDIAN, IN
THE CI TY OF CARLSBAD, COUNTY OF SAN DI EGO, STATE OF
CALIFORNIA ACCORDING TO THE OFFICIAL PLAT THEREOF.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER
2/5-080-31
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N I, 986,000
E 6, 246,000
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHERLY LI NE OF
RANCHO AGUA HEDIONDA AS SHOWN ON MAP NO. 13679. IE. N89'59'33"E
SHEET INDEX LEGEND NOTES AND LEGEND SHEET!
KEY MAP SHEET 2 TC IMPROVEMENTS SHEET 3-8 GB SEWER LATERAL TABLE SHEET 9 BVC
EVC
REFERENCE DRAll'l.NGS VP/
POINSETTIA LANE REACH C DWG NO 379-6 BC
CITY OF CARLSBAD DWG NO 391-8 EC
BLACK RAIL ROAD DWG NO 335-5 HP
LP OCEAN BLUFF DWG NO 360-3 Fl
OWNERS ST.
RT
KEYSTONE COM,AIJN/T/ES LT
5333 MISS I ON CENTER ROAD TW
SUITE 360 PCR
SAN DIEGO, CA 92/0B MVC
PHONE NO. /619) 299-4855 BW
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
-"' NO. 48670 ' EXP. 6/30/ ~ • ~ ..,,,, ~~
-,~~CALI~~
OF ABBREVIATIONS
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE N.T.S. NOT TO SCALE
CTB CEMENT TREATED BASE END \IFRTICAL CURVE RP RADIUS POINT POINT OF INTERSECT/ON £OP EDGE OF PAVEMENT BEGIN CUR\IF CDS CUL-DE-SAC END CURVE RCP REINFORCED CONCRETE PIPE HIGH POINT SD STORM DRAIN LOW POINT PRC POINT OF REVERSE CUR\IF FLOW LINE KNU KNUCKLE STREET cc CENTER OF CUL DE SAC RIGHT
LEFT
TOP OF WALL
POINT OF CURB RETURN
MODIFIED \IFRTICAL CURVE
BOTTOM OF WALL
CARLSBAD MUNICIPAL IMPORTANT NOTICE
WATER DISTRICT SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE Will BE
VALID. FOR YOUR DIGALERT 1-D. NUMBER CALL kx-101/04 i!'.L.H I /2lu::c-o...i1L.T
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING OOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
1.
2.
3.
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK}.
5.
6.
SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DATED MARCH 7, 2003_
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
7.
8.
THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER, SEWER AND RECLAIMED WATER SYSTEMS.
CITY OF CARLSBAD RESOLUTION NO. 4506, DATED APRIL 7, 1999 AND
RESOLUTION NO. 5262 & 5263 DATED JULY 77, 2002.
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY/LOT UN£
ROAD CENTERLINE
EASEMENT LINE
A.G. PAVING/BASE
6" CURB & GUTTER (TYPE G)
6" CURB
PEDESTRIAN RAMP TYPE "A•
CONCRETE SIDEWALK
TRENCH RESURFACING (TYPE A)
LEGEND
STD. DWG.
G-2
G-1
G-27
G-7, G-9, G-10
G-24**"
SYMBOL ---------
ti::!c:;'"\'';;.';·.'.Y{c;'.\'.]'"''''''\'1
~
STREET LIGHT 9,500 LUM (HPSV} PRIVATE E-1***, E-2, M-21 o--t)
STREET SIGN, (TYPE PER PLAN) SDM-102
PER CAL TRANS TRAFFIC MANUAL
STREET CENTERLINE MONUMENT M-10
EXISTING STORM DRAIN
ENERGY DISS/PATOR
STORM DRAIN
CURB INLET TYPE "B-2"
CLEANOUT TYPE ':4-4"
CUTOFF WALL
PROPOSED SEWER MAIN(SDR 35)
PROPOSED SEWER ACCESSHOLE
PROPOSED SEWER CLEANOUT
4 • SEWER LATERAL W/TRAFFIC LID
EXISTING SEWER
EXISTING WATER LINE
PROPOSED WATER MAIN
1 " WA Tm SERVICE
1 " MANUAL AIR RELEASE
8" GATE VAL\IF
D-47
D-2***, D-11
D-9, D-77
S-70
S-5*
5-1*, 5-4*
S-6*
S-7*
W-27
W-3*
W-5*
W-16*
6" GATE VAL\IF W-16*
FIRE HYDRANT ASSEMBLY WfTH MARKER W-12*
END CAP ASSEMBl Y
DRIVEWAY G-14A, GS-12""'
12" LIMIT LINE AND "STOP" PAVEMENT A24D, A24E
MARKING PER CALTRANS TRAFFIC MANUAL
(THERMO PLASTIC)
CALTRANS STOP SIGN (R1) AND
DOUBLE STREET NAME SIGN
PER CALTRANS TRAFFIC MANUAL
2• IRRIGATION SERVICE • W-4'*
* CARLS/iJAD MUNICIPAL WATER DISTRICT STANDARDS
,.. CITY OF CARLSBAD STANDARDS
~-=
I ==l,"'11,::::;;=
-s-O--
-s--------0
-------®
-w--
-------®
__ MAR.
~ FH
---:l
J I K
------<B
.QUANTITY
33,136 S.F.
2,580 L.F.
214 L.F.
2 £.A.
18,654 S.F.
3,025 S.F.
4 E.A.
I E.A.
5 E.A.
1 £,A.
464 L.F.
2 E.A.
3 E.A.
2 E.A.
1,180L.F.
5 E.A.
2 £.A.
28 £.A.
.178 L.F.
28 E.A.
2 £.A.
1 E.A.
7 E.A.
4 E.A.
2 £.A.
4,563 S.F.
1 E.A.
1 £.A.
""* AS MOD/RED BY THE CITY OF CARLSBAD STANDARDS ENGINEER OF WORK
-~ . o(/7. s/4~~~
n••.,.'"ND L. MARTIN ✓ DA,E
R.t:£:. NO. 48670 EXP. 6/30/04
CARLSBAD FIRE DEPARTMENT "AS BUILT"
~~4J_ REQUIREMENTS: 2.,~1 NUMBER OF F.H. '.,_4_ F.FLOw$.P.M. 0/JT 0£.L F.H. '.S'
DAC'E RCE MX,,o EXP. a,/=/q:;,
81.1)9/ SPRINKI.ED? 'fES_ Na_L._ F.F/..OW __ G.P.M.
-, 1
Ri;~B/ !l tk:-
~l ~1~~ sJµj._o,
ii<J ECTOR._ DATE
I SHlEET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT .
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERTY
'
APPROVED LLOYD HUBBS 6' r
.. , ,
UNDERGROUND SERVICE ALERT AT: toji~/o?:i ""'-M /z\_tee,v1~€. ~0112..M OieA\t--1 ~(.,, 11, 1, /)~ /A~ ~
A ~ ,.~o. ~~ ,,. .-;,,, ef:,l.:Z 7/4."3
CITY ENGINEE RCE239 ·ExP.12/31/05""· 'DATE
/4&,v~~ 'f-5-03 l?LM lt\M,01/E r. H-LOCATION $HT-4-f,.l~?l,:1 TOLL FREE 1-800-422-4133 DATE INmAL RoaERr~wod R.c.E. 33698 D'ATE TWO WORKING DA Y,5 BEFORE YOU DIG REVISION DESCRIPTION DEPUTY C/lY ENGINEER EXP. 8/30/05 ENGINEER OF WORI
------------···-------
QI i.'j o'.'.7 Jl.11. ~ .I --OWN BY: PROJECT NO.
DATE INITIAL oA"fE I ITIAL CHKD BY: ~. ,:.q,
RVWD BY:itit!. CT98-05
0TH ER APPROVAL CITY APPROVAL
R:\0006 \&eng \IMPR □VEMENTS\006ib01.dwg[ 1935JM<1 y-12-2003,!6,27
DRAWlflG NO.
408-7
W.O. No. 2419-03
BIN :
'
'
R/W
FIRE HYDRANT (TYP)
56' PUBUC Ul/UTY EASEMENT
STREET UGHT (TYP.J
R/W
4.5' 5.5' 18' 78' 5.5' 4 '
2.0'
2%
6" TYPE G CURfJ
&: GUTTER (TYP)
2.0'
SIDEWALK (TYP.)
R/W
2% 2% - -
MINIMUM SECllON: 4• AC PAVEMENT AND 4• BASE
SEE STREIT NOTE 1, SHT 1
71=4.5
MARITIME DRIVE
NOT TO SCALE
60'
44'
R/W
15'
10' 34' 5.5' 4.5'
I
EXIST. g!ST q_ PROPOSED SIDEWALK
, S/W 6 C&:G PROPosml 6" TYPE G CURB -.... -......_ 2% ~J. &: GUTTER --,__
C --------------lie' """" .,..,:,,~iro ~~ ,., 7= = = = = = = ~;;;;:; "" ,:::~
ROAD AS PART OF OCEAN BLUFF MINIMUM SECllON:
(DWG. 360-3) AND COBBLESTONE 4" AC PAVEMENT AND 6" BASE
SEA VILLAGE (DWG. 335-5) 71=6.0 SEE STREET NOTE 1, SHT 1
BLACK RAIL ROAD
NOT TO SCALE
40' ACCESS AND UTIUTY EASEMENT
20'
q_
I ' I 2% i ~ 2X 2% ' -I -RB " 6" TYPE
5• cu
G CURB
TTER ~ &:GU
Mf.N!MUM S ECTION:
4 AC PAVEMENT AND 4• BASE
SEE STREET NOTE 1, SHT 1
ACCESS DRIVEWAY TO LOT 27 & 28
NOT TO SCALE
SIGNING AND STRIPING NOTES
el. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL,
CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE
SPECIAL PROVISIONS.
3. 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 ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF
WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A
500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A
MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE REW LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE
DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN
DIEGO REGIONAL STANDARD DRAWING M-19.
13. All MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWJSE
SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO
REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE. IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING
BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DEllVERED BY THE CONTRACTOR TO THE CITY
OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSlALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
">:,-S,~_,
'<::~::::~'~.:·,;,;,·~ ,i::--. .. ...;. ~---~
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100 200 300 -'----1
111111111111111111111111111C====1
SCALE 1•~ WO'
'-·,
8 ·"'· ' '
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--... ~·~---,--------- ---~~-------•----::.:a. ===ccc ····------------------ --~---------•---~ -~"--=----=--~---------~ ···-----l-...:--',"-;_ - -)""~
.. --•==~cc•=. __ ::_:_~.~-•·c:c~····•:'.c:c •'° ~=-=--~--.... :--~'\.iCJ~~:2=: .. ~ .C-,:~::•~;~ ... :.
: . .: ',
BENCH MARK
DESCRIPTION: STA R1800 246+65 ECSTREET
CENikRLINE MONUMENT STAMPED ·so.
CO. ENGR. DEPT SURV MON.
LOCATION: ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AVE
ELEVATION: 295.335 DATUM MSL
°"-(01/0,
DATE
KEY MAP
STREET LIGHT
PUBLIC STORM DRAIN
CURB INLET
CLEANOUT
PUBLIC SEWER MAIN
SEWER ACCESS HOLE
PUBUC WAikR MAIN
FIRE HYO.RANT ASSEMB:I. Y
SHEET NUMBER
"'-U-1 11~=-ie>UILT
INITIAL
LEGEND
o--Q
=---!3=0 ------
s --
------w--
~
IT]
DATE INJTIAL
ENGINEER OF WORf REVISION DESCRIPTION OTHER APPROVAL
HUNSAI(ER
& AS SOCIA TES
SAN DIEGO, INC
PLANNING 10179 Huennekens Stceet
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500 · FX(858)558-1414
ENGINEER OF WORK
11 ✓y/7._ ~ s-/4,/4)
~OND L. MARTiN
, DATE . .E. NO. 48670 EXP. 6/30/04
"AS BUILT" ~11-ofESS/o,1r. t' L. :f( ~:e:::::~7 ~ ~
,-.;:_ ~ .... (.) :2cr z'i
<£ NO. 48670 Ii)
; EXP. 6/30// ~ r ,
~ _.,,,, ::,.."I:'. REVIE ~ BY:;j l1L -,~ 0/'" CA~lf~ /) s/,1~1 •
(NSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERTI{
APPROVED LLOYD HUBBS /?Y-
4, 4, Cl!.~ W""~
CITY ENGIN~-RCE 2.iifag· .:;; l;z 7f, "J
EXP. 12/31 /05°"'7 -ATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY, R 5· CT98-05 4C8-7 CITY APPROVAL RVWD BY: .c,,_,
R>\0006 \&eng \IMPR□VEMENTS\006I1o02,cl,wg[ 1275JMa y-28-2003•16•4 7 W.O. No. 2419-03
BIN :
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.~ -, ~ ~,gc=b+--±===~---· .
?§
\@ Vi
'~~ ~le
?§~~ O..c,~ ~:ii;;§ Vi~~
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C~<,i 'ii!~ ~"'~ "'l,J ~"'~ \i!,__v, ~ -ej::.e: I ijS-.J
;::'.~~c:i 0::::, (i C,
~ -.J"'lt-~QA:: :::i~(i ~ 'ii~
CENTERUNE DATA
BEARING/D£LTA RADIUS L£NGTH R£MARKS
1 N 88"13'30" W 204.09'
20 IE.
~ 44..-1'::>.Sl OU."-'f>' i.;r C: ~~ 41:,•~ ll'..
0 c:, -
~~
-j. REMOVE EXIST AC DITCH & + ~d EXIST EDGE OF PAVEMENT 0 -2 27"52'04" 300.00' 745.91'
CURB DATA
SUBDIVISION i BOUNDARY I ' // D / ---
D BEARING/D£LTA RADIUS LENGTH REMARKS 1 + .37
f 86°11'27" 30.00' 45.13' 5• TYPE G C&:G
2 N 88"13'30" W 157.17' 5• TYP£ G C&:G
H EC /ON COUPLING
(ANGLE=3'48'43")
9+87.0 =
3 27"52'04" 282.00' 137. 76' 5• TYP£ G C&:G 44+05. 1 BlACK f?AJL RD
4 2r52•04• 378.00' 154.57' 5• TYPE G C&G
5 N 88'13'30" W 150.78' 5• TYPE G C&G
5 93'48'33" 30.00' 49. 72' 5• TYP£ G C&:G
( WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
1 ue,,•s,·,;n•e:. s.oo·
2 u -4-t' 02.' ce • u 14.!>f>' tJ" PVC CL 150
3 U ee,•1-0' ~""i,.J ZOI. Jf,' 8" PVC CL 150
2....'1. '5%..'o~ll ~1.=· \G\.:U,' e,"f1,,e,cL 1'50 ef
&
0 BEARING/D£LTA RADIUS LENGTH REMARKS
1 N 88°13'30" W 157.17' 8" PVC SDR-35
2 22·07•34• 300.16' 115.91' 8" PVC SDR-35
3 5·43•35• 3D0.17' 30.0D' 8" PVC SDR-35
EXIST 8 • WA 1ER
( PER DWG 360-3
TRENCH RESURFACING
EXIST 18" RECLAIMED WATER I "'~ PER DWG 335-5 RAIL RO ..,o
EXIST 12" PVC WATER G NO 355 5 ~~ -PER DWG NO 355-5 0, -1-
<ci ~d Q "' .... 0 .., 4+<-lo.':,\ 01':R"' ,~• L.T ti ~ -f.
~C: '-' ~ ~ caµuec,T TO !':.><.!Of" tz.."f'.A::, 1J11<: '-' &i' t-Je:r ,AP oJE:, OY O~"flOl-l ,,! '(
OF =rY 11..1of'ecrot<::, :,,~ .....
~~ 1(1 1 "\4-t-O'o.~ e,~ ,._, 2.l"l'L-1 GS
~•e,eµo ~ 0:l a £ C:
"'! 'io --+ :: cJ
"'~ -1-_,.,
-c.5
TC = CL + 0.04'
UNLESS OTHERWISE
SHOWN
19 IE.
..... ~ 18 -"' ~ ~-.J :Jg +
" -ti,~ ~ ~ " -0) °! c:, .-; " 0 ... "' "' --j. -j. 0, -+ --+ "' ---c3 --
s
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2 IE. J
MARlnME DRIVE
s~ 13*60.00 ·Et:.=t;333.39 •
'§2.=.-1. 70:{ · ·
-. - -
17 "' 16
~ ~ -~ -~ " " + ~ ~c:, 0 0
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5
4
BENCH MARK
DESCRIPTION: STA R1800 246+65 ECSmEET
CENTERUNE MONUMENT STAMPED
CO. ENGR. DEPT SURV MON.
LOCATION:
ELEVATION:
ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AVE
295.335 DATUM MSL
-1-.., -
·so.
.. .
PDF ··11r···
40 0 40 80 .._ ___ _ 120
SCALE 1"=40'
HORIZ. :
VERT. :
1"=40'
1"=8'
HUNSAK:2:R
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Stre1~t
ENQNEERJNG San Diego, Ca 92121
SURVEYING PH(858)SS8·4500· fX(tSB)SSB-1414
ENGINEER OF WORK
MONO L. MARTIN DATE
R.C.E. ND. 48670 EXP. 6/30/04
, ---1----1-------------+------+---i----t---il SH3EET I CITY OF CARLSBAD I SH~ETS I ,_ ENGINEERING DEPARTMENT ~=='--'.==:::::::=~~~~==:'.....:::::====; IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERTY
APPROVED LLOYD HUBBS dr
CITY ENGINEER RCE 23 9 l-,--,-,...+-:;::-:-:-i7'C:-:::--~-:-=---------+---i--t--t--7 =~--=-=-=-=-=---=--=--=---=~ ~=======:::'.::::::::'.:::;"--;:..=-=-=-=-=-=--.~
o<.,,fo1 .c,o-e,u,1.-T OWN BY:~~=-PROJECT NO. DRAWING NO.
/2' &,.e,._z:&;C ~ EXP. 12 31 05~/,.?~A?::
REVISION DESCRIPTION CHKD BY: _,Rc,,.S,.a,:, l'.T",i.._ CT 98-05 408-7
RVWD BY: ,;:;vJ
DATE INITIAL DATE INITIAL
OTHER APPROVAL Cl1Y APPROVAL
R, \0006\&eng\lMPROVEMENTS\006ib03.dwgl 1275]Moy-28-20□3• 08: 24 W.O. No. 2419-03
BIN :
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:_~'-'·-..-i,.,;fc--l!jf---, Pn;,f ~f.,:J •
.. ~~~=·--=--· =· =-_,.~_-_;__~·.--'c--.-.. =··••=i~-.=t~=o·-·--_-=··-,•.•=•--.. •-=--;--==--=!=-=, =---=-J =-~=-,--
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--1-----,---' ------. ~:--ct-..,----., --·------ -·,
, T kii iJ · . -·· ·-•-·· ROtr1tc micr:it--: - --. --,-----,
------__ , --·----"·-. -·t:::-----+ _____ -_:__:__:__:_:__:_·---·····•-----·,
~ --- . ___ -.c:-
'::: :i
--=-:r_
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____ [__
'-'-'"''-----' -. _i_ -=--... _ _c__ __ ~-7--,--
----,::::--+--1:::---
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---I --+ ----:t-: !--:-:-:-:-
--J_::::)::
--:::_j -.:i:::-
CENTERUNE DATA
BEARING/DELTA RADIUS LENGTH
1 14'18'45' 300.00' 74.94'
2 87'13'34" 48.00' 73.07'
3 N 43' 10'45• W 173.88'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH
1 5'54'26" 282.00' 29.07'
2 33·49'22· 60.00' 35.42'
3 140·35 47• 60.00' 147.23'
4 27'57'10· 80.00' 29.27'
5 N 43'10'45" W 138.68'
8 208'11'46" 38.00' 138.08'
7 N 14'58'59" W 50.00·
8 28'11 •45• 100.00' 49.27'
9 N 43'10'45" W 64.61'
10 87'13'34" 30.00' ' 45.67'
11 14'18'45" 318.00' 79.44'
WATER DATA
BEARING/DELTA RADIUS LENGTH
1 14'18'45" 311.00' 77.69'
2 N 46"49'15" E 57.21'
3 N 43°10'45" W 218.77'
SEWER DATA
Q BEARING/DELTA RADIUS LENGTH
1 1T25'27" 300.17' 91.28'
2 N 46"28'27" E 29.34'
3 N 43°10'45" W 181.12'
4 74·30•0.3• 200.00· 50.82'
5 N 28"40'42" W 46.56'
STORM DRAIN DATA
C)
1
2
3
4
BEARING/DEL TA
N 46'48'28" E
N 46'48'28" E
N 29'46'09 • W
36"57'47"
RADIUS LENGTH
26.23'
7.80'
94.52'
91.00' 58.71'
. --. '-'-.. ;--. ··· .~ --·•" .--.. --.,· --~rotj--xot~ c-J.J~=i '--'-'---'-"--''---_'---__ ,= .. =--~=--=---~~~=--~c-='==-·__. ..... R,_ --. '
----------,---· --c/J.'J2,:"".' -~~ :-:------, ----; ----::. --· ·-
' .... , .. "'!'
!
REMARKS
REMARKS
8" TYPE G C&:G
6" TYPE G C&:G
8" TYPE G C&:G
6" TYPE G C&:G
8" TYPE G C&:G
6" TYPE G C&:G
6" TYPE G C&:G
8" TYPE G C&:G
6" TYPE G C&:G
a• TYPE G C&:G
6" TYPE G C&:G
REMARKS
8" PVC CL 150
8" PVC CL 150
8" PVC CL 150
REMARKS
8" PVC SDR-35
8" PVC SDR-35
8" PVC SDR-35
8" PVC SDR-35
8" PVC SDR-35
REMARKS
78" RCP D-1350*
78" RCP D-7350*
18" RCP D-7350
18" RCP D-1350
··----------··· , _____ .l.-
-----f--•
'. .... _+_-__
-----' -------,-_____ .;_:_-.----··-+ --..----, -'.-.----------•I ·----- ----'
-·
'
14+00
?.
16
• WATER TIGHT JOINTS
5
MARITIME DRIVE
16+00
7
·-,-.. ·•t··· ---·------,
' --.
-:_ ·: ____ :_ ---~-: .
-----+ --
_ _!_ __
------------: -------------.. --,--·· '~----c--'·:-:--:-:-:;-:-:---__ ·---~------------l____J__ :::;=:::::i:::··· -
, __
....... r---~=--:-:=T
---1-_+--j---c_c,c_c,c_-.c_±
________ • __ .J ----,-,--
.
--------' . -----·---······
---+-~+ __...3J4: ~ --.
--+ . --------. ...: -
---+-~_-c-'>3~········••·~·-·· ' --------------• ,--- ------
···-'" ' -~~--~-"---+
--------'
----' ' ----------1··· ---····1---·-
::::::_:: -~= ··-------"---_-_:__:_-::_ __ L.____'
-------~---
------;---.t-···--·
17+00
10
If
If
ts Cj
.. ····-·-····------·-· '-----,----~---,---, -. ----
8
·------
FOR SEWER AND STORM DRAIN
CON'I'INUATroN SEE SHEET 7
40
SCALE 1 "~ 40'
80 120
i
···---= ' -__ , -, 4:
------·--······---
-:----
------------___ :::-[
_, ___ .:..:_______:_:_
---·--
-.
-. '"~· · .JJt2: ••--
---,-----
. . . ... ,. .....
----______ ·• -j_ __ ------__ . ___ .,. .... , .... -
~--I , ---· . _-r:_ ---.. '=,--J-28
PROFILE SCALES
HORl:Z:. : 1"=40'
1"=8' VERT. :
HUNSAKE,R
& ASSOCIATES
SAN DICGO, NC
PLANNING 10179 Huennekens Stree:
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500-FX(8'8)558·1414
ENGINEER OF WORK
~~~Cr~~ DATE
R.C.E. NO. 48670 EXP. 6/30/04
2/22-/47 , DATE
l----+--+------------+---t----t---:-t------4 I sH4Err I ,c_1_rY_o_F_c_A_R_L_s_a_A_o_ _ ENGINEERING DEPARTMENT
BENCH MARK
DESCRIPTION: STA R1800 246+65 ECSTREIT
CENTERLINE MONUMENT STAMPED
CO. ENGR. DEPT SURV MON.
LOCATION:
ELEVATlON:
ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AVE
295.335 DATUM MSL
"sD.
.o..o-eun .. T
Mt:?VE f=:H LOCATION
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERIT
APPROVED LLOYD HUBBS ,,r_
DWN BY: ~-
CHKD BY: -"'~-4--
RVWD BY:
EXP. 12 31/05
PROJECT NO.
GT 98-05
DR,Wl~G NO_
408-7
R: \0006\&eng\lMPROVEMENTS\006ib04.dwg[ 1275]May-28-2 03: 08: 23 W.O. No. 2419-03
BIN :
11 I ,
, , I I
"
·no·, I, I
053
i ;
i
i :
--t--._ .. J ., ------·-··-··--···-· --_ ---+-------~ ·:-_~-1--:-_-:-r·---
i=i-"' + _---,,-----:( : i --~ ---~••-. __ -_ .. +j~ ----,----
----------------, _--__ -:-_·,~---------+~----________________ [---,----, _:J_
··-----·;-·
7 :--
---C-l 1--,_--+ ____ -_' -+-_--_-·r~------,-..
------1--
----------_:j:
____ --,--
- -__ :::::::i ---,
' -__ , -
-----______ , __
CURB DATA
□ BEARING/DELTA RADIUS LENGTH
1 N 2"02'0.3" W 125.46'
2 N 2"02'0.3" W 288.71'
SEWER DATA
BEARING/DELTA RADIUS LENGTH
1 N 2"02'0.3" W 110.29'
_-:::1 -----!
-_____ f~---l----, -----+--+--'--------•--. '" .. -·; -· ·-'·-
' --------,: ____ ]
__:__:_:_:i_ -------,-: __ J_: :_-::--:--
---------'----_,_
---, -
--------.-----.. -. -::~ ::_::r::-
--,-----
REMARKS
5• TYPE G C&G
s• TYPE G C&G
REMARKS
8" PVC SDR-.35
---, ----
---.. i ----+--~ -----,
---------------____ --_-.:] ----
' :::::j:_ ----------,--
SEE DWG NO 379-6
POlNSETTIA LANE
----------, ]::-
_1 __ -
43+00
EXIST ST UGHT ~
I~
" 0:, + a,
44+00
SEE DWG NO 360-3 ~
MARITIME DRIVE
_____ i ........ ----,--
'-----:-_____ i_---
-'-----;-· ..,.;___: -~--.... ··-::f -:_:_~~=~:~l.--_---. -------' ------1---···---· -t -
•-••·· i~.1oo'"v,vca! ~:J:~'"
'£1=-="'1:-0
45+00
----------------1--__ ; __ ····-i__ .. ····t·-··
' ---------·--
_,
1--
-~-~+-----0~•=F=~=~CT=: ==cc±=+
------------. ---------<-----------1--
------+ --------:::~:: -
-----·-----
-ii=·-··· ----I
--~-------
'
--'
'
---- -
-------------___ .:_.
--!---
-----------r-----. ·-... --i,-=--r ---------.-.'1_•._:__•' -------i----•i::,: ~~~=~==--
---+-~---------~~::j:_~-----____ ._-•_==-__ 1 __ --, .............. ::::.~::. __ :_j:_ ::-::--------,-----. i··
---•' ... J----= -----,
----1
-------' -,-~=---_-__ -Rt~Ht CURB ---,----+ l-----'-'"--'-.;_;;_-'-'-'--~--1
34{) -•c • ' ' _ ,. -T PROFILE SCALES
SEE DWG NO 360-3
MARTINGALE COURT
ii\ '\
\ \ ' ',
--._-,c.'•-7--•>i,----=----=-====-=---=--=-c----=-""--='-=---+-==--,-T'=---.:-:=•-f HORIZ. 1n=40'
l ---------, ,Cli5~1ES='.::.Asm11~fpRAw1~~~i VERT. 1"=a'
48+00
40 0 40 80 ;=-----120
SCALE 1•=40'
PER DWG 3.35-5 :',.,,
-; --------'-------HUNSAKEH
__ ,
1
-··,::,,.::~j,;''.'
MARITIME DRIVE
SEE SHEET 3 t:i
ct.
~ -<o + ~
EXIST 18" RECLAIMED
45+00pEJ? DWG .3.35-5
·' "· ._: ,,
W5.M ST S
OVED
REMOVE EXIST AC DITCH &
a, EXIST EDGE OF PAVEMENT &
; REPAVE TO MATCH EXISTING
+ ~ 20 21
REMOVE EXISTING ACCESS ROAD
Bl.ACK RAIL ROAD
.BENCH MARK
DESCRIPTION: STA R1800 246+65 ECSTREET
CENTERLINE MONUMENT STAMPED "sD.
CO. ENGR. DEPT SURV MON.
LOCATION:
ELEVATION:
ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AVE
295.335 DATUM MSL
URFAC/NG
47+00
s
REMOVE EXISTING ACCESS ROAD
PLANNING
ENGINEERING
SURVEYING
& ASSOCIATES
SAN DIEGO, NC
10179 Huermekens Stree:
San Diego, Ca 92121
PH(858)558-4500-FX(858)558-1414
ENGINEER OF WORK
MONO L. MARTIN DATE
.C.E. NO. 48670 EXP. 6/30/04
zlzluz ~,
DATE
, s/2!07
1----1-------1----------+----+----t--------t-----. I sH5EET 1 _c_1r_Y---==O=F"--"---"--cA=R~L~s-B_A_D~ ~ ENGINEERING DEPARTMENT
1:,,0-0l.JILT
REVISION DESCRIPTION
DATE INrr!AL DATE
OTHER APPROVAL CITl' APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERr(
APPROVED LLOYD HUBBS d
3
DATE EXP, 12/31 /05 --------
OWN BY• ~~=.--
CHKD BY· l'<.if
RVWD BY:~
PROJECT NO.
CT 98-05
DRAWING NO.
408-7
R: \0006\&eng\,MPROVEMENTS\006ib05.dwg[ 1275]Moy-28-2003: 16: 52 W.O. No. 2419-03
BIN :
os:
--• I --l --1-----+--' ___ ----.------:-:::-::_: ---:-i -j I - ' ---__ , __ ::::!
j_:
~,-
.. ····!----!-··
! ___ J__
_____ , __
I --, , __ • ___ J __ •• _ ••
-'--"-----'~"--"----+-----'-+~:-_-_-:_:-_~:.:----
-. ' ' ------1.:--
--------1-
---1 __ : __ j .. ----. ··'-----r
"·s······l-· __ , l
--~::-::f-------·····'-------1
------·----------r--
·---,-.
------------1
--·-···· ·--,--------, -. -., ·-· • i ----·· J .:::::] -----· -.-,.
□
I
2
___ I
-___ , __ . -.
BEARING/DELTA
N 2·02•03• W
22°00'05"
---------· ··-----t= -------~--
,-----~••---·+ . -+-
·----+--------------
·-·---I .. :::'.::::::j: .. ::
CURB DATA
RADIUS LENGTH REMARKS
355.14' 6" TYPE G C&G
320.00' 122.BB' 6" TYPE G C&G
STORM DRAIN DATA
0
1
2
3
4
BEARING/DELTA
N 7705'05" W
74·55•55•
N 8757'57" £
N 61°06'19" W
RADIUS LENGTH
2.73'
22.00' 28.78'
REMARKS
24" RCP 1350-D
24 • RCP 1350-D
24 • RCP 1350-D*
24 • RCP 1350-D
WAmi' TIGHT JOINTS
- -j__
-----+-. :--;-_____ -------,---
---'
-,-
'
- -·-·, -----,---i-----1
-
/OP OE : 344 ----.•-
~~~Rltft--JT Ctlft~:54.0 ·••
--,------------·---·-----------_,--
-----. ----··----,---··· l_--
·1·•···········
-------' ----··-·--------------' -
-. " -. - ---'
1:---"-==-s----'=-+-====+-"--'-
EXIST 12" WATER
PER DWG NO 335-5
--,--
81-------------+-----+---\
22
\
' -------,--
____ ; __ -
--,
49+00
--------r --------r--
-------' ---~---·---'--
TRENCH RESURFACING
------, ---_------;-----:..:..:..:.c..:..:
=====-= _____ :: __ : _____ ~:·===·r---:---
---------:::i:
: ;:::: .. - -. ---. -
._. ______ j---~-L, --~-·-----, -=-------·· ··-----_-t--------:~:-:j:-.-+
---I:
-·-·-, ------, __ -
-: - -:_-__ -_ -_:_r ----
'. ___ ::::-:.~L --;---_-T _--
. ·-~----·i·····: _•.!fqr21i!~~~~0
~.······'--. -"""._-_·___.__·.•·--_._·•--1··· i ,-
--r--·--::_ _ ~==---
•• :s: --______ ::: ::::::J ___ .J;u:--
52+00
EXIST 2" BO
EXIST ST LIGHT EXIST 24" RCP
EXIST INLET STORM DRAIN
---------+
=-i +--·_···.r.::..:_ ----·----
---,: ' -
I
---------------1---+------l--+I-H---+----~TRrnbr~N~C~H~----.-~-bIT' rt---~____..· __ --~1
49+00 50+00
24
---I
I
I
EXIST ST LIGHT
52+20.34
----SUBDIVISION
FOR SEWER AND WATER
SEE SHEET 7
BOUNDARY
REMOVE EXISTING DR!v1:WAY
REMOVE EXIST AC DITCH &
EXIST EOG£ OF PAVEMENT &
REPAVE TO MATCH EXISTING
EXIST W31A(300) ST SIGN
TO REMAIN
---------r---
-____ ,..
--J -,· -----r-:: -_J_ -•••• J •••
.-,.·-+-- ----j
---t-------------1--
----__ I_ :=: :__=~-=-:------·
:-::J::: -j---- ' '
--===j .. -_-.--:!.•_•."· ==_±, =+c--+-.-c;_ .. _!,-P.=;_j. -'-=i_: _ _c·c_·-:1~~-~-
ORtGiNAi. GR() .
OVD?'SlOR(-1-lJ _
-~~-+-
-------------;-
-· ---~ --~r-·--:--------. -
-------------_i:_----,--
"---'-''-'-'--'--+-_.__-=
- - -------' ' -~.
~-
---,-,----·•-··•_:_<!~~~~;;~tp~.••~•'f:F~·-~i•::,,,_:::+::;'2:•-;,,~•"'.i~~±;:ft:::-::=+
±__
:=.t~ '-·· .
---!-
·-----------------' -----i-
-~
-·i -
40 0
TOO_ ---·-·--· I -. .-.
-·------+·· -
_____________ , __
-----·----------" -
-' ------t
PROFILE SCALES
-·---,_ (.),lNpJ.94~fl;1'1fLD ELEV.-•_ ·--_ ····--... ,,
[) }NJ)l~.flcS,-Ei!fY-ffJ_(fM It$ BUll[0_RAVV:/NGS +
HORIZ.
VERT .
1"=40'
1"=8'
40 80 120 ------
SCALE 1•=40'
: !1i!tl~J:
. -' . . --
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huermekens 5treet
ENQNEERJNG San Diego, Ca 921:l,
SURVEYING PH(858)558-4500 · F~(858)558-1414
ENGINEER OF WORK
~ 'Y~ sA,b
---'~'-rl"'o"'No.,,,,.__L.--"'-MA-:-::R:-c!n':-'N""""---=------=-DATE
R.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT"
~~~
RCE 4bG 70 EXP. e><.;h:,ope,
BY:
SPECTOR
z._/z./,--:J
I DATE
l---+---+-----------------ii----i------t---t---71 SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
Bl.ACK RAIL ROAD
DESCRIPTION:
LOCATION:
ELEVATION:
BENCH MARK
STA R18OO 246+65 £CSTRE£T
CENTERLINE MONUMENT STAMPED
CO. £NGR. DEPT SURV MON.
ON EL CAMINO REAL 1.83 MILES
N'LY FROM lA COSTA AV£
295.335 DATUM MSL
·so.
bb-e:,ulLT
JO/l 6/oe "-U-1
DATE INJTIAL
ENGINEER Of WOR REVISION DESCRIPTION
NITIAL
OTHER APPROVAL CllY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERTf
APPROVED LLOYD HUBBS QY
4 -6 ,:;e /,? ~ • ; ' ·cnY ENGINEER aci: 238~ EXP. 12/31
OWN BY: -=c.a~-I
CHKD BY: __,,I!~<-.,;:",--I
RVWD BY: ,s;;:;
PROJECT NO.
CT98-05
1 DRAWING NO.
408-7
R: \0006\&ong\lMPR0VEMENTS\006ib06.dwg[ 1275]May-28-2003: 16: 5' W.O. No. 2419-03
Ri,'/
/71--,
'
' I
,1111
053
40 0
□ BEARING/DELTA
I N 89"59'33. E
2 N 89"59'33" E
BEARING/DELTA
1 N 70"16'21" E
2 N 89"59'40" E
0 BEARING/DELTA
1 N 7T46'14• E
2 12•13'79•
3 N 89"59'33" E
4 N 66"43'56" W
5 N 66"43'56" W
40
SCALE 1"'=40'
80 120
CONTRACTOR TO VERIFY
CONNECTION ELEVATION
BEFORE CONSTRUCTTON
CURB DATA
RADIUS LENGTH REMARKS
273.96' 6" CURB
189.55' 6" TYPE G C&G
WATER DATA
RADIUS LENGTH REMARKS
42.19' 6• PVC CL-150
213.19' 6" PVC CL-150
SEWER DATA
RADIUS LENGTH REMARKS
17.97' 6" PVC SDR-35
200.00· 42.66' 6" PVC SDR-35
177.57' 6" PVC SDR-35
86.83' 8" PVC C-900
41.63' 8" PVC C-900
STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 66"43'56" W 73.46' 18" RCP 1350-D
2 N 56"4 ~'56" W 30.00' 24" RCP 1350-D
&l
1 t,i
Ii " :;i "' U) " " ---!--!-
C, ~ -
-0
(l ()
1" !l +. -'"'
DEPRESSW CURB FOR
DRIVEWAY OPENING AND
POSITIVE DRAINAGE, SLOPE
OUTlET TOWARD CANYON
£
c3 "'c:,
\'ii -!-~
t,i -<3 J:;i 26
~c:5
-!-+ C, C, -
LOT 27 & 28 DR!Vf:WAY
re.
40' ACCESS &: LJnL/TY EASMENT
PER ANAL MAP
29
SUBDIVISION
BOUNDARY
28
re.
27
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(l!SB)SSB-4500-fX(858)558-1414
Ire.
40
SCALE 1 "=40'
8f£_@' -O;
--vt()()=5.
--- - -•-'
--... .\ --. _-_ _._ .. ~z9~:_-:.
oa~-t.· ' -
----;-··<···
'
10 re.
0.. 9
~ t,i
[3~ 8;.: \'ii "" ol!e:i t,i
I:::~ " ...
"' ~ ... ~15 ~ :::, al ~ -!-
i ~ -tij :a: :a: iil 15 t,i r--~· "" c-h -i C, <ti ~ ;c ' "' 8 ;!: ~-::.::....,---' ;!: .., .,
'
4
1 2 -------
--------
f,> PROPOSED DRIVEWAY ~ FOR LOT 8
EXISTING CITY OF CARLSBAD
DRAINAGE EASEMENT
REC. DECEMBER .J, 2001
DOC. NO. 2007-0879699
f5 ~
ol!§g.,
c., i::: I
:::i~~ a:'. G:) ">
~~~
.... "' l;:i!il~
~<Cc:,
i,,.j~f!j uo::
OFFS/TE SEWER & WATER
80 120
I i
EXISTING 8. SEWER
PER DWG NO 379-6
- --, ,.
"/N()/1:Ait.&, t.11
HORIZ. :
VERT. :
1"=40'
1"=8'
-· • ' ---f i - --
30' GENERAL
I/TTL/TY .le ACCESS EASEMENT
PER ANAL MAP
30
NOTE: RECYCLm WATER IN THIS TRANSMISSION MAIN
WILL BE AT 384 HGL UNTIL PUMP STATION
IS BUILT IN 2005.
ENGINEER OF WORK
MOND L. MARTIN
.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT"
~.....,. --?"~./2::. 46u70 EXP. 0u/-e,c,/oe, •
DATE
DATE
s/4/oz
1-------l---+-----------+---i---t---r----.l sH7EITl,c_1T_Y-==O~F=-~c~A~R_L~s_a_A_D~lsH~sl _ ENGINEERING DEPARTMENT
IMPROVEMENT AND UTILITY PLANS FOR:
BENCH MARK DEJONG PROPERTI{
DESCRIPOON: STA R1800 246+65 ECSTREET
CENTERLINE MONUMENT STAMPED "SD.
CO. ENGR. DEP,T SURV MON.
rnYENQNERCE2 ~ EXP. 72 31 l---,--,--+--::-;--;-::--h,----;:--::,---::::------------t----t--t------t---i ~======;-;=.=--=-=~-;:--==-;=-,';-=-=:-=:'.-=-=:'.-=;-,~::=-;,-~::=-::=-~
APPROVED LLOYD HUBBS,(,
~JAY~
LOCATION:
ELEVATION:
ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AYE"
295.335 DATUM MSL
a:,/0 1 Ab-OUILT DWN BY:-.~..,,-~ PROJECT NO. DRAWING NO_
f--"'DA-"TE-=-_j_l_NI_TIA..CL'-+_D_A_TE~_I_NITIAL CHKD BY: !!, s;,;r: CT 98-05 408-7 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ?W
R: \0006\&eng\ I MPR0VEMENTS\006 i b07 _ dwg[ 1275 ]May-29-2003: 09: 50 W.0. No. 2419-03
BIN :
I r
053
1 2 .J
=-----------,___
EXISTING STREET LIGHT
PER DWG NO 379-6
FE.
4
--------
-----
5
EXISTING STREET LIGHT
PER DWG NO 379-6
-------
-------
7
---------
-------
MEANDERING 8' WIDE DG TRAIL PER ,..---LANDSCAPE PLAN DWG NO 408-7L
-------
12' TRAIL EASEMENT
PER FINAL MAP
--------~'¾.. ------..... ----------------~.,._ ----....____ --
------
EXISTTNG STREET LIGHT
PER DWG ND 379-6
40 80 120
■iiiiiiiiii■■iiiiiiiiii SCALE 1 "=40'
157+79.39
2" IRRIGAT/ON RECYCLED
WATER SERVICE
NOTE: RECYCLED WA7E'? IN THIS TRANSMISSION MAIN
WILL BE AT 384 HGL UNnL PUMP STATION ---is BUILT IN 2005.
EXISTING STREET LIGHT
PER DWG NO 379-6
----10 ll>al
~'!:i TRENCH RESURFACING tr.)~
ENGINEER OF WORK
/
~i:~ 7/4~6~TE
R.C.E. NO. 48670 EXP. 6/30/04
PO!NSUTIA LANE SIDEWALK
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERtNG San Diego. Ca 92121
SURVEYING PH(858)558-4500· FX(858)558-1414
BENCH MARK
DESCRIPTION: STA R1800 246+65 ECSTREET
CENTERUNE MONUMENT STAMPED
CO. ENGR. DEPT SURV MON.
LOCATION: ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA AVE
ELEVATION: 295.335 DATUM MSL
·so.
RE~ BY: 'd. (l£ •
1i(JsJSECTOR DATE
~ CITY OF CARLSBAD I SH~ETS I 1---+--+-----------------t----+--t---------j,----j L____il__J ENGINEERING DEPARTMENT
1----+--l--------------t-----t--t---i--,
DATE INITIAL
ENGINEER OF WORr REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPEFlTI{
APPROVED LLOYD HUBBS t!fr
/4, ,< -~ ~~ ~ ;;,£ ~/.;z~-,
CITY ENGINEE RCE2 EXP. /2/3//05DATE
DWN BY:~~--
CHKO BY: 8,SJ'.'
RVWD BY: ?W
PROJECT NO.
CT 98-05
DRAWl'~G NO.
408-7
R: \0006\&eng\l~PROVEMENTS\006ib08.dwg[ 1275]May-28-2003: 08: 31 W.O. No. 2419-03
BIN :
Q53l1
SEWER LATERAL TABLE
SEWER SEWER STREIT LATERAL DEPTH LENGTH
STATION MAIN STATION /NV. ELEv. BELOW OF
LOT NO. OF INVERT OF AT PL TO LATERAL
LATERAL AT LATERAL PL TOP OF
AT MAIN LATERAL AT PL LATERAL
1 10+72.66 343.71 10+72.66 345.83 5.50 28.00
2 11+63.97 337.87 11+63.97 340.77 5.50 28.00
3 12+30.33 333.63 12+30.33 336.13 5.50 28.00
4 12+86.07 330.07 12+86.07 332.22 5.50 28.00
5 13+49.57 326.83 13+49.57 328.82 5.00 28.00
6 15+33.02 321.04 15+33.02 324.11 5.50 28.00
7 16+28.68 319.03 31+61.37 CDS 324.59 5.50 51.30
8 37+64.36 SWR 315.25 37+64.36 SWR 328.57 5.50 10.77
9 "36+90.92 SWR 317.21 30+48.99 CDS 325.50 5.50 8.88
10 36+58.41 SWR 317.81 30+20.41 CDS 324.84 5.50 31.15
11 36+13.56 SWR 318.77 16+41.32 324.54 5.50 28.22
12 15+68.54 320.29 15+68.54 323.78 5.50 28.00
13 15+03.14 321.66 11+74.54 KNU 324.35 5.50 37.70
14 14+80.01 322.15 11 +33.99 KNU 324.79 5.50 44.86
15 14+56.39 322.76 10+97.99 KNU 325.19 5.50 35.50
16 33+71.43 SWR 324.37 10+40.28 KNU 326.32 5.00 37.38
17 13+06.07 328.79 13+06.07 330.83 5.50 28.00
18 12+20.JJ 334.27 12+20.JJ 336.83 5.50 28.00
19 11+53.97 338.51 11+53.97 341.47 5.50 28.00
20 10+63.83 344.28 10+63.83 346.11 5.50 28.00
21 46+00.00 336.57 46+00.00 338.60 5.50 JO
22 47+41.82 335.34 47+41.82 338.47 5.14 JO
23 49+46.07 334.41 49+46.07 336.08 4.50 30
24 49+76.08 334.28 49+76.08 335.76 4.50 JO
25 50+35.00 334.02 50+35.00 335.18 4.50 30
26 51+32.06 333.60 51+32.06 334.86 4.50 JO
27 12+29.50 DWY 335.62 22+27.28 SWR 336.12 4.50 6.89
28 12+16.50 DWY 335.49 22+ 74.28 SWR 336.00 4.50 75.50
DROP LAT.
TO SLOPE
MAIN %
1.56 2.00%
2.34 2.00%
1.94 2.00%
1.59 2.00%
1.36 2.24%
2.51 2.00%
4.53 2.00%
13.10 2.00%
8.11 2.00%
6.41 2.00%
5.21 2.00%
2.93 2.00%
1.94 2.00%
1.74 2.00%
1.72 2.00%
1.20 2.00%
1.48 2.00%
2.36 2.00%
2.40 2.00%
1.27 2.00%
1.43 3.00%
2.23 2.00%
1.07 2.00%
0.88 2.00%
0.56 2.00%
0.66 2.00%
0.36 2.00%
0.20 2.00%
CL
REMARKS
PL
LENGTH OF lATEPAL
TC
1.0' MIN
DROP TO MAIN
LATERAL SECTION
NTS
PIANNING
ENGINEERING
SURVEYlNG
HU~✓SA,KF~
& ,A-.SSC)CI ,.L\T =-S
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558-4500· FX(858)558-1414
DEPTH BELOW PL
BENCH MARK
DESCRIPTION: STA R/800 246+65 ECSTREET
CENTERLINE MONUMENT STAMPED ·so.
CO. ENGR. DEPT SURV MON.
LOCATTON: ON EL CAMINO REAL 1.83 MILES
N'LY FROM LA COSTA Av!:
ELEVATION: 295.335 DATUM MSL
ENGINEER OF WORK
~~ -/
~
~OND L. MARTIN DATE
R~.E. NO. 48670 EXP. 6/30/04
1i?SPECTOR
5/;/IJ7
' DP.TE
1------+--+-----------+-----+---+-------+---I ~ CITY OF CARLSBAD I SH~ETS I ~ ENGINEERING DEPARTMENT
1----+----+------------------1,--------t---t------+---i IMPROVEMENT AND UTILITY PLANS FOR:
DEJONG PROPERT~r
APPROVED LLOYD HUBBS d)' & & z-;;c-4 ~~~ ~J,;7,(,."3
CID' ENGINEERVRCE 238~P.12/31/05 ~ • 7 DATE
1-:oc.,-,'/,o-l-,--1<,,J-f"..-c-Lt-1--+I fo.\.--,._-:-,.,-_--:0-I-IL.:-:::["::-------------,c-------t----t-----t----J OWN BY: -~~-PROJECT NO. DRAW.~G NO ....
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: I?,,!,:$' REVISION DESCRIPTION msuo BY·. /"'-.I CT 98-05 408-7 ENGINEER OF WORI OTHER APPROVAL Cl1Y APPROVAL "" ,,_.,
R: \0006\&eng\lMPROVEMENTS\006ib09.dwg[ 1275]Moy-29-2003: 10. 15 W.O. No. 2419~03
BIN :
.
:053'