HomeMy WebLinkAboutDWG 406-4; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-08GENERAL NOTES
1. 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 ADDmONAL 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 POUCY 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 V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION 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
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRING/PALLY 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 IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECQNSTRUCDON MEETING $HAI I BE HELD AT THE SUE PRIOR TO THE
BEGINNING 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(438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION RE;QUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION R£QUEST LINE AT
(760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE fNSPECUON IS NrrDED. 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
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
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
$TANQARQS fSTARI ISHFO RY TH£ CDNSTRIICVoN SAffTY ORDERS DV E B
CALIFORNIA ADMJNISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY AN
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WII I CFASE IAAMmlAm y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEJVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
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 AM. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKJNG DAYS PRKJR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED 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 IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
(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
FACILmES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA COMMUNICATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STREETS & STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huemekens Street
ENQNEERING San Diego, Ca 92121
SURVEYING PH(858)553-4500· FX(858)5S8-1414
(800)422-4133
(800)660-7343
(800)892-0123
(760)438-7741
(760)806-9809
(760)434-2980
(760)438-2722
/760/753-0/55
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 BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2/
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUNO
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 ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF /,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF
2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP.
FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN /5 FEET AND BACKFILLED WITH 314" ROCK
PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 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 LD 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 Ml9.
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 /21 SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
11. ALL PROPOSED STREET LIGHTS CONSTFIUCTED BY THIS IMPROVEMENT PLAN ARE
PRIVATELY OWNED AND OPERATED AND ELECTRICAL SERVICES PAID BY THE
HOMEOWNERS ASSOCIATION PURSUANT TO THE TERMS OF AN ENCFIOCHMENT
PERMIT PR 03-123, AND THE CCBR'S FILED FOR THIS PROJECT.
"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 DES I GN IS CONS I STENT WI TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK 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 HUENNEKENS AVE
CITY, ST.· 54# QlfGQ CA
:~~EZ:V?t;::L
~ND L. MARTIN
P. E. NO.: RC£ 46670
EXPIRATION DATE, ~6=1-3-0~/0=4~--------
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS
/1-30-97} AND FIELD SURVEY BY O'DAY CONSULTANTS IN
APRIL, 200/. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NAT I ONAL MAP ACCURACY STANDARDS. PER LA COSTA GREENS
PHASE I GRADING PLANS, PROJECT NOC. T. 99-03,
DRAWING NO. 397-2A
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING 397-2, 406-4A, 406-48 B/69-7
OWNERS / PERMITTEES
REAL ESTATE COLLATERAL MANAGEMENT COMPANY,
A DELAWARE CORPORATION
1903 WRIGHT PLACE
SUITE /BO
CARLSBAD, CA 92008
/760/ 929-270/
LEGAT. DESCRIPTION
BEING A SUBDIVISION OF LOT 12 OF THE CITY OF CARLSBAD TRACT CT
99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
FEBRUARY 12, 2003
CATION PROJECT LO
THIS PROJECT I
231-112-03
S LOCATED WI TH IN ASSESSORS PARCEL NUMBER (SI
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
982 N ____ ~ E 6252
GS
EARINGS FOR THIS SURVEY IS THE CALIFORNIA
BASIS OF HEARIN
THE BASIS OF B
COORDINATE SYT EM -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN
DA TUM OF / 983 (NAD83/, GRID BEARING BETWEEN STATION CLSB-153 AND
STATION CLSB-0
CARLSBAD SURVE
70 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF
Y CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY
FILED IN THE OFFICE OF THE SAN DIEGO COUNTY MAP NO. 17271,
RECORDER ON FE BR UAR Y B, 2002. IE, N 36'47' 12" W
X
END
SHEET INDE
NOTES AND LEG
KEY MAP AND S
IMPROVEMENTS
SEWER LATERAL
ECT/ONS
TABLE
SHEET I
SHEET 2
SHEET 3-7
SHEET 8
LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER
/.(__~~-q/1"/0'1
STEVE DEERING Rg 26514 DATE
DUDEK AND ASSOCIATlS EXP. 03/31/06
ENGINEER'S NOTES
I. NEITHER THE OWNER, NOR THE ENG I NEER OF WORK WI LL 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 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 CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT /858/ 558-4500.
4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS,
PR I OR TO TRENCH IN<, OR FORM I NG AND SHALL BEAR THE COST OF ALL RE'M?RK
THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED
BY THE CONTRACTOR PRIOR TO COMrAENCING CONSTRUCT/ON.
5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT
THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION
THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS
/GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES,
SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPLETED AND
ACCEPTED FOR MA I NTENANCE BY THE OWNER.
6. 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 EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND
UTILITIES AFFECTING THE WORK, VrHETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED
IMPROVEMENTS MEET EX I ST/ NG. CONTRACTOR SHALL NOT I FY THE ENG I NEER
OF WORK OF ANY DEV I AT IONS PR I OR TO ORDER I NG 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.
7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WELL AS EX 1ST I NG UT I LI Tl ES NOT SHOWN HEREON. CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH AFIE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
8. WHERE TRENCHES ARE ADJACENT TO FUTUFIE 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.
LEGEND OF ABBREVIATIONS
TC
GB
BVC
EVC
VP/
BC
EC
HP
LP
FL
DWY
FS
PRC
ST.
RT
LT
TW
PCR
MVC
CL
BW
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
VERTICAL POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
DRIVEWAY
FINISHED SURFACE
POINT OF REVERSE CURVE
STREET
RIGHT
LEFT
TOP OF WALL
POINT CURB RETURN
MODIFIED VERTICAL CURVE
CENTERLINE
BOTTOM OF WALL
NOT TO SCA/.£
ENGINEER'S NOTES (CONT.)
10. PRIOR TO ORDERING MATERIALS OR BEIHNNJIIG CONSTRUCTION, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NvT I FY THE ENG I NEER OF WORK
IN WR I TI NG, WHENEVER THESE PLANS SEEM UNCLEAR.
I I. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO
BACKFILL/ NG TRENCHES FOR ALL NEW UT I LI Tl ES. 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.
/2. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL
CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE
UPON COMPLETION OF THE PROJECT. AND BECOME THE PROPERTY
OF THE ENGINEER OF WORK.
/3. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION
IS REQUIRED FROM THE /JUILDING DEPARTMENT FOR ALL RETAINING WALLS.
/ 4. THE SO I LS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED
INTO AND MADE A PART OF TH IS PLAN. ALL CONSTRUCT I ON SHALL CONF;ORM
WITH AND BE SUBJECT TO ANY TESTING GR INSPECTION REQUIREMENTS
IN THE REPORT.
/5. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES
IN WATER SYSTEMS PIJRSIJANT TO THE APPROPFIJATE WATER DISTRICT STANDARD.
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREE:T LIGHT
CONDUIT RUNS. ACCESS POINTS, HAND HOLES AND SERVI CE POINTS PR I QR
TO ENERGIZING THE SYSTEM.
17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE DESIBN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRA I NAG£ REPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAK I NG
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPQP/5I/iJLE FOR
THE REVISIONS.
STORM DRAIN NOTES
/. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DURING THE OESIGN STORM, AS REQUIRED BY THE CITY. THE
CAL GULA TED HGL CAN BE FOUND IN THE APPROVED STORM ORA INAGE REPORT
ON FI LE AT THE OFFICE OF THE CI TY ENGINEER. ENG I NEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAK ING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
2. STORM ORA IN PIPES DES I GNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING
RESIN ( RTR I COUPLING OR EQUAL FOR THE ENT I RE REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASFM C76, C36 I , AND C443.
3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND
SHALL HAVE A MINIMUM COVER OF 1-/12 INCH OVER THE INVERT REINFORCING STEEL.
THE CONCRETE DES I GN STRENGTH IN THESE REACHES SHALL BE f c : 5, 000 PS I .
FOR VELOCITIES EXCEEDING 30 FEET PfR SECQNI), USE le • 6,000 PSI.
4. ALL INLETS TO INCLIJDE INSTALLAT/011 OF A "NO DUMPING" TILE PER S'M'PP.
CIT( OF
SAN MARCOS
II
LAGOON
coSTA
CIT( OF ENCINITAS
N. T.S.
CTB
RP
£OP
CDS
RCP
SD
KNU cc
CB
CEMENT TREATED BASE
RADIUS POINT
EDGE OF PAVEMENT
CUL-DE-SAC STATIONING
REINFORCED CONCRETE PIPE
STORM DRAIN
VICINITY MAP
KNUCKLE STATIONING
CENTER OF CUL-DE-SAC I
CURB
20+00.00 CDS REFERS TO A CUL-DE-SAC ALIGNMENT
MEASURED ALONG THE FACE OF CURB
40+00.00 SD REFERS TO A STORM DRAIN ALIGNMENT
MEASURED ALONG THE CENTER OF PIPE THROUGH CLEANOUTS
jso+oo.ool REFERS TO A SEWER ALIGNMENT MEASURED
FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE
ALONG THE CENTERLINE OF PIPE .
NTS
I
\
'®
\
. ,, ' ' ' I "Z
111'--'
I I
'-' / I I
' FIRE HYDRANT LAYOUT PLAN
SCALE.: 7'~500'
'
'-.,._, ...,
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH TH£ 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. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, MARCH 2000.
6. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS.
7. FINAL PROGRAM EIR 98-07
8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF
WATER.
9. THE LEUDADIA WAS71:WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF SEWER.
10. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5474 DATED OCT 15, 2003
11. STORM WATER MANAGEMENT PLAN FOR CT 02-24 PREPARED BY HUNSAKER & ASSOC.,
DATED APRIL 15, 2003. LEGEND
DESCRIPTION
SUBDMSION BOUNDARY
RIGHT OF WAY LIN£
PROPERTY LINE
EASEMENT LINE
A.G. PAVING/BASE
5• TYPE G CURB & GUTTER
PEDESTRIAN RAMP TYPE "A"
CROSS GUTTER
MODIFIED CROSS GUTTER
CONCRETE SIDEWALK
DRIVEWAY
GUARD RAil
STD. DWG.
**G-2
**G-27
***G-12
*GS-10
*"G-7, **G-9, **G-10
***G-148
**M-30-38
SYMBOL
---------
,J I K
□□□□□□ □ □
PR/VAT£ STREET LIGHT 9,500 LUM (f{PS)V)
(MFCTR. AMeRON, MODEL 581-24 (201 ~
STREET CENTERLINE MONUMENT
***E-1, **E-2, **M-21
**M-10
o--Q
D.
EXISTING STORM DRAIN
PROPOSED STORM DRAIN 18" RCP
PROPOSED CURB INLET TYPE "8-1" ***D-2, *DS-1
PROPOSED CLEANOUT MOD. TYPE "B-5" **D-10
PROPOSED CATCH BASIN TYPE nF" "*D-7
ADJUST CLEANOUT RIMS TO GRADE
CURB OUTLET **D-25 lot I
PROPOSED SIDEWALK UNDERDRAIN **D-27 (DETAIL SHEET 2)
PROPOSED SEWER MAIN(SDR 35)
PROPOSED SEWER MANHOLE
4• SEWER LATERAL W/TRAFFIC LID
EXISTING SEWER
EXISTING WATER LINE
PROPOSED WATER MAIN
GATE VALVE
FIRE HYDRANT ASSEMBLY WITH MARKER
END CAP ASSEMBJLY
2• AIR VAC ASSEMBLY
2" BLOW OFF ASSEMBLY
2• MANUAL AIR RELEASE ASSEMBLY
PROPOSED 1" WATER SERVICE
2• IRRIGATION SERVICE
REMOVE EXISTING BARRICADE
DOUB/.£ NAME STREET SIGN
PER CAL TRANS TRAFFIC MANUAL
****S-12, ****S-11
***"S-3, ****S-4
**""S-17
*W-16
*W-12
*W-7
*W-6
*W-6
*W-3
*W-4
12• WHITE LIMIT LINE, "sTOP" PAVEMENT LEGEND
PER CALTRANS TRAFRC MANUAL {THERMOPLASTIC)
SDM-102
SDM-102
* CITY OF CARLSBAD OR CMWD STANDARD DRAWING
*" SAN DIEGO REGIONAL STANDARD DRAWING
'** AS MOD/RED ar THE CITY OF CARLSBAD STANDARDS
-LEUCADIA WASIEWA7ER DISTRICT STANDARD DRAWINGS
CARLSBAD FIRE DEPARTMENT
REQUIREMENTS:
NIJMBEl? OF F.H. '.,_7_ F.FL0'1l1fl[)/)G.P.M. OUT OF......LF.H. '.5
-s--0--
--------<@
-w---
-~---,§ FH
---:l
AVA ---~-
-· _BO. __
__ MARIi-_
---------1@
----------</
ENGINEER OF WORK
~ .. ./ ""'"2.i:. RAND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT" Q //f_ ~ ,
QUANTITY
112,241 S.F.
6,952 L.F.
2 £.A.
1,037 s.1::.
32,674 S.F.
7,668 S.F.
118 L.F.
14 E.A.
.24 £.A.
753 L.F.
2 £.A.
3 £.A.
1 £.A.
3 £.A.
1 £.A.
36 £.A.
3,336 L.F.
14 £.A.
36 £.A.
3,476 L.F.
9 E.A.
7 £.A.
1 £.A.
1 £.A.
5 £.A.
2 £.A.
36 £.A.
1 £.A.
34 L.F.
2 £.A.
1 E.A.
fdf&~ATE
~ '<~utESSiOJv.4 i!Y '' it{i CARLSBAD MUNtCJIW. WA 1ER DISTRICT RC~'l'B(.:,20 <,., I 30 !._08 DAL EXP. / §f *i;,':\U L !,t, @ii /;:.} ~ '¼ ~ 7itSPmNKUD? ~ F.FLOW .haDG.P.M. cli,~ ~,~ ~w;-r••fz REVIEWED B~ "'/ NO ·'-4~6"' )"' r"11.ftl ;1/4s/n .Cl:: . •"-' .u -V ::,0
\ Exp, 06-30-03 ~4· i<.iwiu.iAMC LtJMMiR DATE
OJSTRICT EWINEFII If.£.£ . .l.8176 EllP. -:;/31/06
(7,n:"-4 .
INSPECTO~-""" ,,,,"h" f••' ' ..I.: DAT[ ~";> ~ . ..._~~~*~ !torr~ I SffET I CITY OF CARLSBAD I SH~ETS I -~--;_,_"' .
ENGINEERING DEPARTMENT
IMPROVEMENT AND UTILITY PLANS FOR:
.LA COSTA GREENS BENCH MARK IMPORTANT NOTICE NEIGHBORHOOD 1.12 DESCRIPTION: BRASS DISC IN WELL MONUMENT SECTION 4216/4217 OF TH£ GOVERNMENT CODE
(S.D. CO. CONTROL PT. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE RllJ00-288+89 EC) ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE 11/02/07 /4'<-M I~ '~S-BIAllT" APPROVED . . _ Pc>,,(LLOYD B. HUBBS
LOCATION: ON EL CAMINO REAL, 2. 63 Ml. VALID. FOR YOUR DIGALERT I.D. NUMBER CALL a/n Jo4 R.JJ,( '3\ REJIISE 5/=.Wt=R 5/ff 4,, 'l/z.o//t;Lf h.,b fO · ?" -/4 6-e,, C ~ ~~~9 •. s/~/~ 1/ r,· -
NL 'Y FROM LA COSTA AVENUE UNDERGROUND SERVICE ALERT AT: RLM lz.\ R.£.V/$f', l>RIVEW4YLOcATIOIJS S/./TS 3,4ic. 7 ,o.'(-ci( CITY ENGINEER ~£?388.:___ -EX 0 _2Z311'05' DATE '
at,jo•lj0<1 , RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 ie,._J-1 1\0e.1...e:re ~L,~FY FI..Af'<E. ' OWN BY: PROJECT NO, :JRAWIMG NO.
"" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: GV[::>
TWO WORKING DA Y.S BEFORE YOU DIG REVISION DESCRIPTION RVWD BY, JiE CT0Z-21 406r4
ELEVATION: 311.41 NGVO 1929 ENGINEER OF WOR/ OTHER APPROVAL CITY APPROVAL
R• \ 032 9 \&Eng\] Mpr o veM en ts\ 032 9 iu 01. dw g[ 127 5 ]Ap r-16-2 004 •10•4 9 .W.O. No. 2352-71
LWD SEWER NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING
OR AFTER CONSmUCTION.
2. ALL DESIGN MATERIALS, AND CON5mUCTION WORK SHALL CONFORM TO THE L£/JCADIA WASJEWATER
DISmlCT LWD SEWER STANDARDS AND TO TH£ REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CON5mUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT
EDITIONS. IN THE EVEN OF CONFLICT TH£ LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENmY
REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBS/TE AT
ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL
ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROV£ DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HERON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER
NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES.
7. PRIOR TO CON5mUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS
ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING THE SEWER WORK THE LWD INSPECTOR SHALL
BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY
REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
LWD PERMIT FOR CONSmUCT/ON AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO
CON5mUCT/ON.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER
APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE
D/5m/CT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING mENCH EXCAVATION
AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL mENCHES FIVE FEET OR MORE
IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CON5mUCTION SAFETY ORDERS, Tin.£ 8, CALIFORNIA ADMfNISTRATIVE CODE, THE PLAN SHALL BE PREPARED
BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE LWD
INSPECTOR PRIOR TO EXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS
AND mENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL TH£ WORK
IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKRLL MATERIALS IN A DRY STATE. ALL
PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE
ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE D/Sm/CT
ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY
AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED
BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS
CALLED OT THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR smUCTURES NOT SHOWN, OR IN A
DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING
FACILITIES OR smucTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF
THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800} 422-4133, AS REQUIRED BY STATE
LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL,
STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, mENCH SAFETY AND CONFINED
SPACE ENmY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED
SOILS ENGINEER WHICH CERTIFIES THAT mENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS
ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIRCATIONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION {I.£.) INSIDE BOTTOM OF PIPE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR
TO CONSmUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH
RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT
DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO ANAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN mENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS,
UNLESS OTHERWISE APPROVED IN WRITING BY THE Dl5m/CT. TRENCH SHALL BE BACKFILLED OR PLATED
AT THE CONCLUSION OF EACH DAY OR WORK.
22. TH£ CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE
DISTURBED OR DESmOYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND
RECORD THE MONUMENT CHANGE PER STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND
ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/WATER AND SEWER/RECLAIMED WATER SHALL COMPLY WITH LWD STD. DWG.
S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 8£ DONE IN THE DIRECT
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO
EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS
APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE
SHOWN AS APPROVED BY LWD ON THE PLANS.
27. A 2-/NCH HIGH •s• SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE
CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND
UP TO 2" COPPER TAG TIED AND SOWERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL
TERMINATE 5• ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER
BE BURIED AT THE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT
PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS
BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES.
OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT 8£ DEFLECTED UNLESS SO DESIGNED AND
SHALL THEN BE LIMITED TO LESS THAT ONE-HALF OF THE ANGLE
RECOMMENDED BY THE PIPE MFGR.
31. SEWER PIPE ZONE AND mENCH BACKRLL SHALL BE PER THE LWD SEWER STANDARDS. WATER
JEmNG SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL 8£ CONSTRUCTED CLEAR OF DRIVEWAY.5'.
' 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE
AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT TIME OF
PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE
BASE FOR EACH PIPE CONNECTION. SEmNG OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS
AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" S S WITH
Dl5m/CT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAmNG, CONE SECTIONS, AND RING SHALL HAVE A 2• BY 2• BU
RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRES SEAL
GASKET CORP., OR APPROVED EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKRLL,
AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL
ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CON5mUCTION OF ALL OTHER
UTILITY LATERALS.
38. ALL SEWERS ANO LATERALS SHALL BE IN PLACE AND SHALL HAVE
FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD
STD DWG S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER
PER LWD STD DWG S-4.
40. MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A
POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK FOR 1)
ALL NEW MANHOLES ON SEWERS 75• OR GREATER; 2) ALL MANHOLES WITH INLET PIPE
SLOPE 5% OR GREATER; 3} ALL EXISTING MANHOLES WITH NEW CONSTRUCT/ON; AND 4) ALL
MANHOLES WITHIN 1,000' DOWN5mEAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND smIPING.
2. SIGNING, 5m/PING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST
CALTRANS TRAFFIC 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 AND 5m/PING 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
US£ ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL)
6. PRIOR TO FINAL ACCEPTANCE OF smEET IMPROVEMENTS, ALL sm££T STRIPING AND
MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WJLL BE RESTORED
TO A "LIKE NEW" CONDITTON, IN A MANNER MEETING THE APPROVAL OF THE CITY
INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES, SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. COMTRACTOR 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 8£ THE LATEST VERSION OF THE CALTRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE
1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC/RED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS ffiAFFIC
MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL 8£ PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFJC MANUAL
UNLESS OTHERWISE 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 DELIVERED 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 INSTALLED
BY THE COMTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE
INSTALLED IN A 2-FOOT WIDE MEDIAN NOS£, THE R7 SIGN SHALL BE 1B"x24" AND THE
N-1 OBJECT MARKER SHALL BE 12"X12".
CMWD WATER NOTES
1. WATER MAfN AND APPURTENANCES SHALL BE CONSmLJCTED IN ACCORDANCE
WITH THE •CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF
POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER Dl5m/CT, • 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
CONSmUCT/ON 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. OFFJCE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HEW A MfNIMUM OF
SEVEN (7) DAY.S' BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD
ENGINEERING D£PAR7MENT ([760} 438-3891) FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEER/NG
DEPARTMENT 4IJ HOURS PRJOR TO STARTING WORK SO THAT INSPECTION MAY
BE PROVIDED -TELEPHONE NO. (760} 438-3891.
6. NO TREES OR smucTURES SHALL BE ALLOWED IN THE WATER LINE
EASEMENT. ALL EXISTING TREES AND smUCTURE SHALL BE REMOVED PRIOR
TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISmlCT 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 8£ PERFORMED IN
ANOTHER MANNER, THE DISmlCT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS
OF TH£ FIRE LINE LOCATED BETWEEN THE DIRECTOR CHECK VALVE AND
BU/WING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIR£ MARSHAL.
9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSmLJCTED
IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS
FOR THE CON5mUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL
WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED.
AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER
PROTECTION.
CMWD CONSTRUCTION NOTES
1. ALL POTABLE WATER SERVICfS SHALL BE 1 • AND ALL POTABLE
WATER MITERS SHALL BE 5/8 (UNLESS OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER
CONCRETE AS MAUFACTURED BY ARMORCAST OR EQUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND
SEWER SERVICES SHALL BE 5 FEET.
4. THE TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH THE
FINISHED SURFACE GAAD£.
200 0
~
R/W
*3' 13'/10'*
MIN.
6 5' 7.5'
4.5
~'t-i-
<J:·' FIRE HYDRANT
200 400
I
SCALE l'= 200'
--4/)
\suBDIVISION
BOUNDARY
600
I
8 9
KEY MAP
LEGEND
SUBDMSION BOUNDARY --
RIGHT OF WAY
SHEET NO. @
FIRE HYDRANT iXXI
5mEET LIGHT <>-0
STORM DRAIN ==@=
WATER LINE - -
SEWER LINE {LWD)
PVT. STREET LIGHT
60'/56'* R/W
J0'/28'* 30'/28*
17' 18'* 17' 18'* 13' 10·
.5 5'
PL
. I . , I
I I
24
26
Pt
I
i-t-+--TYP/CAL SWALE
~ I i I !
I I ' DRAIN BOX TO CONNECT TO
,J; .---r"""'r"-SIDEWALK UNDERDRAIN PER
·""••~•o~Yao ~
THE GREENS
NEIGHBORHOODS 1.12
'(.O'DIAC ST.
I
I
9EE A.S-i'Jl./lLT PAVEM6WT
SECTIONS .BELOW ** . -------------...__ " (
RW PRECISE GRADING PLAN
---~_... ___ ..,,
* DENOTES 56' WIDE R,O. W.
WITH 36' 'MOE CURB TO CURB
AMBER LANE 34+50 TO 40+50
** ACT/JAL PAVEMENT SEC710N
TO BE DElf:RMINED FiY R VALVE
(SEE STREET NO'IE 1}
Tl = 5.0 LOCAL
Tl = 4.5 CUL-DE-SAC
*** 3' MINIMUM SETBACK TO HOA MAINTAINED SLOPE:.
OTHERWISE TOP/TOE OF SLOPE IS AT ROW.
AMBER LANE
ZODIA.C. STREET
AMBER LANE, AND ZODIAC STREET
PAVEMENT
5:TATION
/3 r'i-O TO t7 +oo
I 7 ,-I)() ,r, :zo-,.50
20,-so ro 23r50
23 r50 TO 27-rOD
27-f-OO TO 30f-SO
30 t-50 TO 34-+00
34--t-OO TD :'37-t-50
..37 -f-50 TO 401'00
/ .2. -t-00 ro I~ -;-So
/S ;--50 TO 18 +-4-0
A.C./CL.:ZaAS£ R-VALlle
5
/3
/4-
/ f!,
:i.. 0
/0
14-
12.
II
13
~
\ j
(
,~~-~,:,,/?Jc .. ,.,,_,./~~----.)'
HUNSAKER
& ASSOCIATES
SAN DJ EGO, !NC
PLANNING 10179 Huennekens Street
ENClNEBIING ,an Diego, ca !l2121
SURVE\'lNG PH(858)558-4500· FX(858)558-1414
.
11/0:./07 RLNI
ll,ITE INITIAL
ENGINEER OF WOR!
CURB./ ENGINEER OF WORK
TYPICAL SIDEWALK UNDERDRAJN DETAIL i 'f Lz. ., ~ t. ·•·-' Y/J~ OND L MARTIN DATE
NTS R.C.E. NO. 48670 EXP. 6/30/04
NOTE: EVERY LOT SHALL HAVE 1 SIDEWALK '1\\.1lfESSI04'.4t "AS BUILT" UNDERDRAIN PIPE PER SDRSD D-27. LOCATION
TO BE SHOWN ON "AS-BUILT" PLANS. #~~V,,DL~~ ~~:~~ ti;~ ~ ~ <!5 ';I'-~ iii NO. C-48670 !.l·
Exp. 06-30-08
<1?, CM\.. ~'t-REVIEWED BY: 4/4 ' '4lfoF Cl\1..1\~ alt'!. lo? ~~,,
INSPECTOR ;' -' DATE
I S~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED UY LLOYD B. HUBBS
4 --o'~ -' L ·V 0=' r,f
CITY ENGINE£'!( RCf~ ·~ C\!P 1 ? 131105 DATE •
Ai:\ ':,/.S-/3#/L T " DWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY: C-1,,) ~ CT02-21 406-4 REVISION DESCR1PTION OT+lER APPROVAL CITY APPROVAL RVWD BY: J .LJ!
R, \ 032 9\&E n g \I Mpr o v eM en ts\ 0329 io 02. dwg[ 12 75 JAp r-28-200 4, 18 •3 4 W.0. No. 2352-71
. I
: ''2 I l
-----------,
i.J
I ----;-------~--~ ___ -j _.
' -_) --------------e:::::_r
··-----··------. :::::1 -!
-l - _ _1 __ _ _, __
-,-_-:t:..:..:_ ___ ..
-·-·--·------"--::·::1:·:·:·:t==== -----r : __ , __ _
-1 -'
0
2
3
4
□
2
3
4
5
6
7
8
2
3
4
0
7
2
3
4
5
·=t:::=r~--====:-_ .... ---+ ----1----
.-:::::1 _:::-:1,:: -------I ---1 4 --------•! _____ ]__ -------~-::-----'-------+ I ----------, -----,---
CENTERLINE DATA
BEARING/DELTA RADIUS LENGTH
N 30'47'05" W 51.99'
48'23'30" 200.00' 158.92'
N 79'10'35" W 100.07'
83'20'51 • 200.00' 290.94'
CURB DATA
BEARING/DELTA RADIUS LENGTH
N 30'47'05" W 55.10'
48°23'30" 182.00' 153.72'
N 79'10'35" W 96.50'
83'20'51" 217.00' 315.57'
83'20'51" 183.00' 266.21'
N 79·10•35• W 104.08'
48'23'30" 217.00' 183.28'
N 30'47'05" W 49.32'
WATER DATA
BEARING/DELTA RADIUS LENGTH
N 30'47'05" W 43.76'
48°23'30" 189.00' 159.63'
N 79'10'35" W 97.39'
83'20'51" 211.00· 306.94'
LWD SEWER DATA
BEARING/DELTA RADIUS
N 30"47'05" W
48°23'30" 200.00·
N 79'10'35" W
11·43'40• 200.00'
5T17'41" 200.00'
HUNSAKER
& ASSOCIATES
.. ~AN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego. Ca 92121
SURVEYING PH(8S8)558-4500· FX(856)558-1414
LENGTH
41.26'
168.92'
97.39'
40.94'
250.00'
----1--
!
REMARKS
REMARKS
5• TYPE G C&G
5" TYPE G C&G
6" TYPE G C&G
6" TYPE G C&:G
r;• TYPE G C&G
6" TYPE G C&:G
6" TYPE G C&:G
6" TYPE G C&:G
REMARKS
8" PVC CL 150
8" PVC CL 150
8" PVC CL 150
8" PVC CL 150
REMARKS
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
·-· -'-------'-
-!--' --------------_____ , __
----------·--
'
···--·----·-·-----
LEFT CURB
TC= CL FROM STA 13+38.10 TO 13+93.54
UNLESS OTHERWISE SHOWN
LEFT CURB
TC = CL + 0.06' FROM STA 15+62.56 TO 19+50.00
UNLESS OTHERWISE SHOWN
RIGHT CURB
TC= CL
FROM STA 13+38.10 TO 13+87.41
UNLESS OTHERWISE SHOWN mom cu
TC = CL + 0.06'
FROM STA 15+55.30 TO 19+50.00
UNLESS OTHERWISE SHOWN
- -' -----------:::~ ----, __
' ,: py(•ttda",291;97'
•···•··· Gf=f2,11o/(·•p215.lll1SC•••••-
-----
...... ----------
----<--·-·--- -, __ _
:::[ ..... , ..
'
I_-
i
i --
:: 1 - : •. 1. I -------~ ---
··-.• J __ _ '---"------!--··--
----,-___ --,-··
__ :::J::~_ r~--~
--_--,---_---._---.,_~I __ ..__ __ ~_
----·------------' -j _:--------------., ---~-~~T::: __ _
1 ----'-----
_, ----~
. --. --------------,-
-<----------1 ---)___·
-____ ::,-·. -
---------, --•----c--·
----------f
··'· ______ [
PROFILE SCALES
HORIZ. : _ , + --• · · , ----------[) #Jprq.:rx.s if/,fY.i fJ,fJM RF_Ff.Rf.~F_ [Jf<A_'II/~ , VERT. :
1 "=40'
1 "=8'
SUBDIVISION BOUNDARY_,
NOTFS:
CONTRACTOR, TO ADJUST STORM /JffA/N RIMS TO FINISHED GRAD«.-V &
STORM WAIB'<' QUALITY OBJECTIVE FOR THIS PROJECT ARE MET BY
OFFS/TE VORTECHNICS UNIT ON P.A 1. 10, TANZANITE DR., LOT 65
CONSTRUCT£(] PER DWG. NO. 397-2
14+00
)
15+00
40
re.
16+00
PRIVATE HOA MAINTAINED
STORM DRAIN PER DWG NO 397-2
3
re.
2
17+00 18+00
}>
> ) I ' \ j
t I \ '
,.,;,__,~•.K_--~·•, ;;,_ :,.;.::-~ ·,:~-~..,•-.--~·.;· -~:"'.:''~.. I
. " . "" . <~:-: --:.7:~x_,-,_, __ ,,,_,,,.,., -·--oo -· -•-7' _,_ • '' -'
19+00
<SUBDMSION BOUNDARY
\
20+00
£)(!STING STORM DRAIN
PER DWG NO. 397-2
40 0 40 80 120
■■■iiiiiiiiiiiiii■ SCALE 1'=40'
ENGINEER OF WORK
ONO L. MARTIN DATE
,E. NO. 48670 EXP. 6/30/04
REVIEWED BY:
INSPECTO
AM8£R LANE 1--+--+-------------+--+--+--+-~I sH3Enl,c_1_r_Y-=o=F==c~A=R=L=S=B~A_D_jlsH~Tsl ~ ENGINEERING DEPARTMENT
DESCRIPTION:
LOCATION:
BENCH MARK
E/RASS 0/SC IN WELL MONUMENT
(S.D. CO. CONTROL PT.
R1800-288+89 EC)
ON EL CAMINO REAL. 2.63 Ml.
NL 'Y FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVD 1929
''AS-Bll fl. r
DATE INITIAL
ENGINEER OF WOR REVlSIOf DESCRIPTIOM
DATE !Nff14L
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED .Perl LLOYD B. HUBBS
A.,<; ~ ~~ .s-/~/p"f
CITY ENGINEERRCE 231l~p j?/31/05' ' DATE ,
DWN BY: ____ _
CHKD BY: GVP
RVWD BY: JU~
PROJECT NO.
CT02-21
DRAWING NO.
406-4
R, \032 9\& Eng \I ~prove Men ts\ 03 2 9io.0 3, ci w g[ 12 75] Apr-16-2004 ,09, 4 0 W.O. No. 2352-71
1-,--
- -::::::1_: -
-----1--' ··········l.· o-.-.·.-. i-,.-~=---j-------_-_:::~--
······1 ::: .. ::::=------·-! ------r-I -----------------,
_-__ :-:-:~ ---=~-J-_:-_ T----___ J: --_, ____ -<---
--_:--j :~:~~!=~~: r~:-±::
I·+ _: __ :: -:=---f-: ___ ::
,'----'-----,-----
L-: , . ····f---.. • ....... -.--.-1-.----------'----==~ :_ .. ;._ ==r= :,
....... : .. f IIF + T i ··················'·· L ' ----__ j -1 ----·----j--··--·-·1------r
l=T===-cc'====icc⇒=.::-... -.. :~.-.-·.· -.. -.. -.. +-! -.. -.+-~---.-.-, -0----.. "T-.. -. ~ .. -.+_,--. -... -.-.. -... -.-.-.-.. -.-._+-._.:-._.: --
_____ , __
... :----
------------r ::-:::::::::1:: -------=-=r
--------1
,:-_-:.:: :t..:..:_~_------.---·•·'--'-'---'"---c__
-~
___ ,_
_____ -___ : ___________ -__ !_ ---1 ___ -_; __ --
'
-----------------_,
'
-----7 . -------"' \ ..
' ·-T ·-L[(j)_p: .QF+ ' '
:: ~!Ff £~~ ~ifg ··••••·
'
-·----r
__ -__ ·-__ ---I - -
.. ,. ··-·+ -·--·f--.
-----______ [__
:--_----t--- '
: ---_J __ _
---.!--.-.. 1 ..
I ----------------------------------,
---__ '--_----··=--·-··==-··---···r
'=+==t=i=t===EEff-----=+====f=:r==t=~~fa!:=b:==f'tci~7'.-;Z:::=~i'ili34 -----,--
~1 ====~=··"--r. : --"=======· !!l,_:t_\s_'!,l• ...... ··· .. / ---~'--j-d~22-------?F7··:-.· .• · ..• · .. ·.···~,.· •• · .•••••.•.•• c?tt-7--------------2c··:_ •.• I j .. ,.i . T: 'Ew_E_R[HfJ_()Rt_f11
••••• ·-·--··· ...... 1.
- -7--I ---
0 BEARING/DELTA
1 33°30'02"
2 45·52•50•
3 N 84"33'08" E
4 44·27'02·
5 4"19'29"
6 43"05'04"
7 N 1'19'37" E
8 45·33•25•
10 N 49·01 '40• E
11 45·37•35•
12 N 0·24•00• E
13 30·15•30•
14 N 30"40'30" E
15 5·11'27"
16 5'11'27"
I 7 N 30•40•30• E
18 30·15•30•
19 N 0-24'00" E
20 48"37'35"
21 N 49·01 •40• E
22 2"24'47"
23 44·21•55•
24 N 89.01'12" W
25 47"10'24"
26 4•45•53•
27 45"38'41"
28 N 5'37'10" W
29 42"48'08"
30 32·00•43•
0 BEARING/DELTA
5"23'37"
2 38"27'47"
3 N 49·01 •40• E
4
5 3051'02·
6 N 0-24'00" E
7
8 15·05•32•
9 N 30"40'30" E
1 1 w
-----:~ --:-=J= ==-=========, ~ ~ ~ ~ -. ------~:: ___ t::-:·j~ _·_ ·___ ·••==tc'-======="'i=+--=== --------1--__ ·::::::::;r== __ ,_
.. . . .. .. ... . .... + " "'<:> " ' .. ,.. +==~~J c1 ' ···1 ........... + . ' .................... , ···••,: ... · . ·· ... · .. ·.·.·.·.·11.·. • •·•····.•.·.· .. • .. ·.11·· ···';·· ·········1··.~• "===--" , ..
---r
'
19+00
EXISTING STORM DRAIN
PER MAP NO 5800
REC 12/09/1970
CURB DATA
RADIUS LENGTH REMARKS
217.00' 125.88' 5" TYPE G C&G
5.00' 4.09' 5" TYPE G C&G
2.78' 6" TYPE G C&G
5.00' 3.B8' 5" TYPE G C&G
212.00' 15.00' 5" TYPE G C&G
5.00' 3.75' 1 5" TYPE G C&G
3.08' 5" TYPE G C&G
5.00' 3.98' 5" TYPE G C&G
217.00' 8.13' 5" TYPE G C&G
102.32' 6" TYPE G C&G
183.00' 755.31' 6" TYPE G C&G
158.37' 6" TYPE G C&G
217.00' 114.55' 6" TYPE G C&G
125.71' 5" TYPE G C&G
183.00' 19.77' 6" TYPE G C&G
217.00' 23.45' 6" TYPE G C&G
125.71' 6" TYPE G C&G
183.00' 95.70' 6" TYPE G C&G
158.37' 6" TYPE G C&G
217.00' 184.17' 6" TYPE G C&G
102.32' 6" TYPE G C&G
183.00' 7.71' 6" TYPE G C&G
5.00' 3.87' 6" TYPE G C&G
2.75' 6" TYPE G C&G
5.00' 4.12' e• TYPE G C&G
188.00' 15.59' 6" TYPE G C&G
5.00' 3.98' 6" TYPE G C&G
3.11' 6" TYPE G C&G
5.00' 3.74' 6" TYPE G C&G
183.00' 102.24' 6" TYPE G C&G
LWD SEWER DATA
RADIUS REMARKS
200.00' 8" PVC
200.00· 8" PVC
8" PVC
200.00' 8" PVC
200.00' 128.53' 8" PVC
158.37' 8° PVC
200.00' 53.00' 8" PVC
200.00' 52.58' B" PVC
125.71' 8" PVC
200.00' 2/.fj/' 8" PVC
30.00' B" PVC
0
2
3
4
5
6
7
-~}"""' ! ~ ID~ ti-•-.......--_ --/ -, _ ; ____ ......... -.... _:'.____ -----_-..:..:..:..:;.: ==-=.=.= .,= .. =•=.= .. '".i-"'. c.···4 cc..= ... ","'.". ===----"--'-----' _________ :::::1~·•----~
20+00 21+00
NOTE:
CONTRACTOR TO ADJUST STORM DRAIN RIMS TO RN/SHED GRADE.
BEARING/DEL TA
44·51 •24•
N 49"01'40" E
45·37•40•
N 0·24'00• E
30·15•30•
N 30"40'30" £
5·71'27•
CENTERLINE DATA
RADIUS LENGTH REMARKS
200.00· 155.58'
102.31'
200.00' 159.74'
158.37'
200.00' 105.58'
125.71'
200.00· 21.61'
22+00
/SUBDIVISION BOUNDARY
.,,,,.. .,,,,..
c.,
38
It
23+00
35
5 It
WATER DATA
2
3
4
5
6
7
BEARING/DELTA
44·51 '24"
N 49•01 •40• E
48"37'35"
N CT24'00" E
30•15•30•
N 30"40'30" £
5·11•27•
RADIUS LENGTH REMARKS
211.00' , 1t55.19' B" PVC CL 150
102.32' 8" PVC CL 150
189.00' 160.40' 8" PVC CL 150
158.37' 8" PVC CL 150
211.00' 111.49' 8" PVC CL 150
125.71' 8" PVC CL 150
189.00' 20.42' 8" PVC CL 150
34
6
25+00
32
33
It
,,-------...,...,,,. 'ft:,
; --J '·,_,\
It
7
AMBER LANE
PIANNING
ENGINEERING
SURVEYING
8
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC.
10179 Hllemekens Street
San Diego, Ca 92121
PH(85S)55a-4.500 · FX(8SB)s58-1414
----f--
26+00 27+00
31
It It
9 10
re.
' ---T--
--------
28+00
40
DESCRIPTION:
LOGAllON:
0
I
BENCH MARK
BRASS DISC IN WELL MONUMENT
(S.D. GO. CON7'ROL PT.
R1800-288+89 EC)
ON EL CAMINO REAL, 2. 53 Ml.
NL 'Y FROM lA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVD 1929
---------... ' .... : . =·:::--
PROFILE SCALES
HORIZ. : 7 "=40'
VERT. : 1 "=8'
120
SCALE 1 •~ 40'
ENGINEER OF WORK
~p/~4,/:, vj6(oy RAOND L MARTIN DATE
R.C.E. NO. 48670 EXP, 6/30/04
REVIEWED BY:
C'"Z-~ 4/Ja.
INSPECTO > -.... llks/2z
DATE
sH4EET L.c_1_r_v....:::..:..:o=F=c--=A=R-'-'=Ls=B-A_o__J I sH~ETS I 1----+---+-------------------+---+--+--+---I ENGINEERING DEPARTMENT
l----l---+--------------------+----+----+-----t------1
1----+---l------------------1----+---1----+-----I IMPROVEMENT ANO UTILITY PLANS FOR:
6/17(04-RU4
8 17/04 fiLf1
DATE INITIAL
ENGINEER OF WOR
3 REJl(BE. Sl=WER
2. ~EV!$E. l>RtVEWAY lOCAT10/.{
REVISION DESCRIPTION
'?, Z."/,
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED
CITY ENGINEE
OWN BY: ____ _
CHKD BY: ~G~v-P __ _
RVWD BY: .Jt.J3,
LLOYD B. HUBBS
EX
PROJECT NO.
CT02-21
,s;/~/4>7' 05 DATE
DRAWl'~G NO.
406-4
R, \ 0 329\ & Eng\ IM prove Men ts\ 03 29i Q04 .d w g[ 212 4 JAp r-0 2-2 0 0 4 •l 5,4 1 W.0. /\i, 2352-71
__ :..-
~o~ :__Ji'._
--:::! -
::::-=! ___________ , -.,
-------,-------------,---
-_: I_ ------------:-i:-
--+--
---- ----__ ,_ .......... ::t
-+-------------- ----------------__ ; --
.!... ·-!---
--------------------
·. - ---------·
............ ·---·-
••. Jl'.l
---·-----··· ---, ---
-·-,-----------· ------
------'
_.".::PVC·•;-,··· : . • i 03%
··--· -· ·-· •. t ..• ·---···
-------------------·---
----·------···-·· -·
...___;__--'-~=--···-------·-----------<--· _ _I-- ----~---------··_··_·_···_··--+---~----------+-
- ---,-----·,···
-----,---- -' I , ____ -,-.-
·'· ·······--.
--1-------,--
- _ I.:.
--·. ___ ,_ ----
' ------·------,----
-'----- -~ ---' '
.-~-------
--,---~ --------1···
28+00 29+00
CENTERLINE DATA
Q BEARING/DELTA RADIUS LENGTH REMARKS
1 29"50'43" 200.00' 104.18'
2 N 5'21 '40" W 254.62'
3 30·02'20· 200.00' 104.86'
4 N 35"24'00" W 215.77'
5 20·13'09• 200.00' 70.58'
CURB DATA
□ BEARING/DELTA RADIUS LENGTH REMARKS
29'50'43" 183.00' 95.32' 6" TYPE G C&G
2 N 5'21 '40" W 254.62' 6" TYPE G C&G
3 30·02'20· 183.00' 95.94' 6" TYPE G C&G
4 N 35·24'00· w 129.59' 6" TYPE G C&G
5 17'56'19" 218.00' 68.25' 6" TYPE G C&G
6 21·24'79• 182.00' 67.99' 6" TYPE G C&G
7 N 34'12'40" W 50.08' 6" TYPE G C&G
8 N 35'24'00" W 161.93' 6" TYPE G C&G
9 30·02·20· 217.00' 113.77' 6" TYPE G C&G
10 N 5'21'40" W 254.62' 6" TYPE G C&G
7 I 29'50'43" 217.00' 113.04' 6" TYPE G C&G
WATER DATA
BEARING/DELTA RADIUS LENGTH REMARKS 11
29·50•43• 189.00' 98.45' 8" PVC CL 150
2 N 5'21 '40" W 254.62' 8" PVC CL 150
3 30·02·20· 189.00' 99.09' 8" PVC CL 150
4 N 35'24'00" W 193.81' 8" PVC CL 150
5 N 35'24'00" W 21.96' 8" PVC CL 150
6 20·13•09• 211.00' 74.46' 8" PVC CL 150
LWD SEWER DATA
BEARING/DELTA RADIUS LENGTH REMARKS
7 14'19'.26" 200.00' 50.00' 8" PVC
2 N 5'21 '40" W 218.80' 8" PVC
3 11'48'15" 200.00' 41.20' 8" PVC
4 18'14'05" 200.00' 63.65' 8" PVC
5 N 35'24'00" W 186.35' 8" PVC
6 N 35'24'00" W 29.43' 8" PVC
7 20'13'09" 200.00' 70.58' 8" PVC
STORM DRAIN DATA
C) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 64'06'38" E 6.25' 18" RCP 1350-0
2 N 64'06'38" E 26.25' 18" RCP 1350-0
3 10'06'.20" 190.00' 33.51' 18" RCP 1350-0
LEFT CURB RIGHT CURB LEFT CURB RIGHT CURB
100'°0' VC @ STA-:29+70.0@ . PVF&=•·357 75 .
······· ······l·--T--··
·· ·····•····· lJ4a;.6"".·i=·· --"
-------~-=~--~-~--~---··
----------------------
, _-_----r -=--+---1------ ------r_--~--..
, ---•1 -··::c:: -·-·------_-1 __ ,_-r--··
----=--===-=-l_----,-· -----'----= ---------, -1 ------,
. -----'---·+---
--::::::::::::::::-1
---------' ____ ,---
{5,48 '
. ·······:::-:~cc=::.._ _ _,
_:._ ....;;...,:..;. ...:__ j__ , ____ T--C====cc-t-=tt=1 I ., i •• '· - · -----
·············· i i.. .............. . .. ·······•········ .... ······· :~.:-:;:v-@-:.-·~&.ir i::::···t· -'.. =c-t-=±7i+:c .. :::: .. cc.:C.::Cj::::= ... ••• ~~i io.~k~wJtij: ·
.. ~ .. ~··••··•··=••······-,-c,····••=·•····•~·•····•t=1~c-c==~.~ ..... ~ ... -....... -'-+.t··· ................. ~+;!;i=7=· ===~~~· ... -·~············. ... :
--------------------------------,---
·-------. -----·-·---····--
-.-.. -... -. ~ ... -.. -'-_.·.··. ---------____ -----:::t: --------~----
30+00
13
. ----· ----~ __ -------*--
- ---- ----. - - - -:\:::_ .
··-----------------------:
14
----------1--
~ ..., ,.
-;.
~ ,.,
If
AMlilER LANE
32+00
15 If.
33+00 34+00
-_--L_· ---
. .... ····· ... i •··~'ffe.~pJ~:IJ:tdJJ~·@'~··~···•f··~~•· ·~1:?.•41!?.· ·+':z:·· 2:
=~V ············· l·····~::.W=.·•···········-· ___ ""__ ·•cc.=--'--l-• ...__--'----___ ,---------i I ----------·-
~=cc=~~"-'~~
HOR!Z. :
---------,---
--,------+-, VERT.
35+00
MOTE
• P0$ITION VALVE EJOX 0/JT our OF CROSS G'IJTTER
36+00
--
40 0 40 80 120
SCALE !'= 40'
ENGINEER OF WORK
1 "=40'
1 "=8'
18
y 1tJ/4Y
RA · ND L. MARTIN DATE
R •. E. NO. 48670 EXP. 6/30/04
BENCH MARK "AS BUILT"
17 DESCRIPTION: BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTROL PT.
R1800-288+89 EC)
16
HUNSAKER
& AS SOCIA TES
SAN DIEGO, INC
PLANNlNC 10179 Huemekens Street
ENQNEERINC San [);ego, Ca 92121
SURVEYING PH(B58)558-4500 • FX(858)SS&-1414
LOCATION: ON EL CAMINO REAL, 2.63 Ml.
NL 'y FROM LA COSTA AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 311.41 NGVO 1929
EXP. <,,/30/od
REVIEWED BY:
e 7 4/e
INSPECTOR 2 ---~7
DATE
1---+---+-----------------+---+---l-----+----l I SH;ET I -c_1r_Y~o=F---'-------'---c=A=RL=s=s ....... A_o-" I SH~ETS I ENGINEERING DEPARTMENT
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IMPROVEMENT AND UTIL/Tf PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED -LLOYD 8. HUBBS
~----"~ ~ ~ V ~L'2t CITY ENGINEER CE= ::::::--EX-12,Z3.1 {05 ---DATE
OWN BY: ____ _
CHKD BY: GVP
RVWD BY: ,) LR
PROJECT NO.
CT02-21
DRAWING NO.
406-4
R: ,o 329 \,&Eng\ I Mpr ave Men ts \03 2 9 ia O 5. D vi G[ 12 7 5 J Apr-l 8-2 004 •2 o, 5 4 W.O. No. 2352-71
l I I
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: :
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1
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1--... -... e-.... --;icc.~:1 ·--~f.--···· i ·-~-·-- . --+-----+-----·· -.. _·. ! --··-~--+ "T• ..... : =---'-;.c'-'------+-~-'--"-~---------CCC UNL£s1Hgf/.jrfRWISE i, •••.. . ........ '.. : C r
·----ccc-.c ... <;. -•c-7"--=----+--=--c-+---:--=..-c-----:cc-=c,...,,....---;---.--..--:c=t---,,---~=.= .. = .... =. ·-c--70,ip-+-Q-F 34§--2 ·. , '====--,-,cc··=·-, .... -.... -... -.-=,-. -----,c-r, •..
,___,_, · ' · , • •: . • r __ --+--+--+-------+--~-~ ---+-~~-· _· ··_•••·-~/ffF7'-~TJ;·······F.,_·. ~ 3#~ ~-• ; ••~•• PORTION OF ·•·•···•••••• , · ······ ·· · ·I ................ ····_· ·ic-·· ~----,. '---
1
.. ~----_----_·'·-----+--+-+-~--~---+-----+--+------'-.
.. I .. •·•t ::J• --+-~-----·~•-··,,z,,00,'!r.iJJ0_,,,-'-:-l'J'C<-~C/j'!,4,-"C:#j'f--a,2i;Za-j~·•-·•-··_··_···_··_···_··_··-,.• ---+--'------s----~-
-1 ___ ---iPVfi-El=--:343.92--------:==-'--:j
' - I 1 ----
1' •T ;4~f
----"---i-----:_···1··-••! ~tj§✓,··
I :j: ___ j
----------:-1::::.J ... ·-1----·-----------1-----1
---,-
- -1-------_______ ,_ --:_;:__:__:__:_:-_'
-__ · _____________ ,_ :r:
:..:c_:_
--: _________ C) -
_-j--
-----------------~ -
; ·-·~----------~----r
--. ' ' ___ , ______ , ______ _J_
r-__ . ____ , __ ---__ _
----+--
----'---+~~-~"----=--'--'-+---+--+--+---+-+-
---·-------------7---
--'--' ---___ , ____ , __ -
. -----+~'·-------'-----
-= .. :.:::::::: _____ : _____________ 2_ ___ ---1---:_: - - - -_:_ --
··1?fJ: 0.0•· ,,v:0··$',. ,if.Ol 00~0.0 .. ·· .. ~-'--=
• .......... PVl!EU= :2P,9.85.. .
.... t;1C=.~12,00%. i G2L-5,0/J:I& . -----·----_______ ,,_,____ I -----------·-----··----·---·---i------7--
····-·-·-----r_ l - --i
··-·-------1-
' ------------------
: ' -
---:::: f
........ _··----'--.-ti
---= r
I -i ---r
-----------i --1_::--
·-'
--<---
----i---
----··-·----l-
_____ ,.. __ _ --+~-----+-------~· ·---===------+
, ______ ) __
I------------[:-___
-----i-----T
:::::l :::::::::::::
______ -_-_----!----_____ l __
--·-:r--
···------·-----!--·· --------------...... ~ .......... ., .. =· ··= .... = .. ·=····~ .. 1:c.•• ::.l.--~_._ ........ •c•
----------[---------------j
--······)·---,--------------: ... -,: -----,---
. ··-------------!·
~
----•I·-·· ----,----+--
------1----
· ............... · c , ~~..-_'llGtfi{-.i
___ I
,-::: I -
---'---·--1--
Q BEARING/DELTA
I 48"29'41"
2 N 33'18'50" E
3 20·33•20·
4 N 12'45'30" E
□ BEARING/DELTA
I 48'29'41"
2 N 33'18'50" E
3 20·33•20·
4 N 12'45'30" E
5 208'11 '46"
6 N 40'57'16" E
7 28'11'46"
8 N 12'45'30" E
9 20·33•20·
10 N 33'18'50" E
11 48'29'41"
BEARING/DELTA
48'29'41 •
2 N 33'18'50" E
3 20·33•20·
4 N 12·45•30• E
Q BEARING/DELTA
21·29•09•
2 2700'37"
3 N 33'18'50" E
4 20·33•20·
5 N 12'45'30" E
6 N 29'25'32" E
CENTERLINE DATA
RADIUS LENGTH REMARKS
200.00' 169.28'
101.05'
200.00' 71.75'
225.75'
CURB DATA
RADIUS LENGTH REMARKS
218.00' 184.51' 6" TYPE G C&G
101.05' 6" TYPE G C&G
182.00' 65.29' 6" TYPE G C&G
225.75' 6" TYPE G C&G
38.00' 138.08' 6" TYPE G C&G
50.00' 6" TYPE G C&G
100.00· 49.21' 6" TYPE G C&G
116.48' 6" TYPE G C&G
218.00' 78.21' 6" TYPE G C&G
101.05' 6" TYPE G C&G
182.00' 154.04' 6" TYPE G C&G
WATER DATA
RADIUS LENGTH REMARKS
211.00' 178.59' 8" PVC CL 150
101.05' 8" PVC CL 150
1B9.00' 67.81' 8" PVC CL 150
225.75' 8" PVC CL 150
LWD SEWER DATA
RADIUS LENGTH REMARKS
200.00' 75.00' 8" PVC
200.00' 94.28' 8" PVC
101.05' 8" PVC
200.00· 71.75' 8" PVC
118.60' 8" PVC
106.90' 8" PVC
STORM DRAIN DATA
C) BEARING/DELTA
I 48'29'41 •
2 N 33'18'50" E
3 N 33.18'50" E
4 20·00'35•
5 N 12•45•30• E
6 N 30-28'38" E
7 N 66'50'37" W
RADIUS LENGTH REMARKS
190.00' 160.81' 18" RCP 1350-D
28.72' 18" RCP 1350-D
70.33' 18" RCP 1350-D
210.00' 73.34' 18" RCP 1350-D
116.60' 18" RCP 1350-D
134.15' 18" RCP 1350-D*
111.60' 18" RCP 1350-D*~
* SEE PROFILE FOR EXTENT OF WATERTIGHT JOINTS ~ PRIVATE -HOA MAINTAINED
-------------
· --'
·,--, --------------::r
35+00 36+00
-
19
NOTES:
STORM WATER QUAUTY OBJECTIVE FOR THIS PROJECT ARE MET BY
OFFS/TE VORTECHNICS UNIT ON P.A. 1. 10, TANZANITE DR., LOT 65
CONSTRUCTEO PER DWG. NO. 397-2
--·--------, ____ ··· ----1-----f--
37+00 38+00 39+00
.....
C, -"' + "' ...,
IP.
ll!.
20
·----·-----
26 8 ll!. -C, -I --
s
,.,
-+ \"!l 21
IP.
AMBER LANE
i■• HUNSAKER
& ASSOCIATES
°"'"""""'""-M~,s-:c,;»~,,s ~> SAN DIEGO, fNC
PLANNING 101t'J Huennekens Street
ENONEERING San Diego, Ca 92121
SURVEYING PH(358)558-4500· FX(858)556-1414
----t-'---==~+~~==a:w . .. . .. . , .. ·'··
·•· TOP.OF
----·-::: 1 PROFILE SCALES
40+00
25
-· . ,...--.
···-<--
'· "--/¢'{~HT Cl)Ri:J
• ,~ •.
7.-._.·-•-·•-i-•-••-•-••+•-
1-•-•••=:=•··---t---=-t-----t-~ r ===~7 : 1 •••••.. 1 ---=-r1·• ;]•~.•:ta::i~~~!RUri~;•i;vnNG$.
41+00
\
\
\
SUEJIJMS/ON BOUNDARY
20+00.00 SD, PRIVATE TYPE: F CATCH l!MSIN
NOTE: LETTEFI OF PERMISSION TO GRADE
FROM SDG&E DATED D£C£M8£R 18, 2003.
+,/,.,'"el-iM.,<¥~25"-u~g,,';i~: ;).O' SfWER l:-AS~ll.\1:-IVT TO LWD
LUM ------::,,-.f'lfR DDL IVO ;i..004-014-85'58
40 80 120
I l
SCALE 1 •~ 40'
HORIZ. : 1 "=40'
VERT. : 1"=8'
-~~ -, ·:·~:. ~.,.-· ...... ;·" . ~ REC. O.l../aS/o+ ·••' . -
DESCRIPTION:
LOCATION:
s
22
~ (j
~
STORM DW<IN EASEMENT
PER FINAL MAP
"-i '.j! J'4'. CIVIL
ENGINEER Of WORK
RA ONO L MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/04
"AS
EXP. &130/08 ~ I rfoFcAU'<
/l!. RE;: BY-: 4 _1,..
4 I ~-~ --llk.s/4? R;:d.Ji.0~ PLUG ,ii: , INSPECToii.7<". --. 4 • DATE
CONNECT TO EXIST SEWER .-------.-----------------,-----,---.-----,,--...,..---...a.:.:_!:-_::-~~_"".!:"_::-_::-_::-_::-_-_::-_::-_::-_::-_::-_::-_::-_::-_::-_::-_::-_-_::-_::-_::-_,:'"-"''----1
PER DWG NO 397-2 l------+---+--------------+---1---t----t-------i I sH6EET I .c_ir_v __ o_r __ c_A_R_L_s_s_A_D~ I sH~ETs I
BENCH MARK
BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTFIOL PT.
R1800-288+89 EC)
ON EL CAMINO REAL, 2. 63 Ml.
NL 'y FROM LA COSTA AVENUE
_ ENGINEERING DEPARTMENT
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED ,co;< LLOYD B. HUBBS
A,-;;~~~ -f//, 1..,1,1
CITY ENGINEE!l E? EC2Z31/o'"' DATE
RECORD FROM: NORTH COUNTY CONTROL DATA II o;i,/07 RL ':4.S-Bll!LT " DWN BY: -~=----
CHKD BY: GVP
PROJECT NO.
CT02-21
DRAWING NO.
EL£VA710N: 311.41 NGVD 1929
DATE
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL RVWD BY: JLfS 406-4
R,\0329\&Eng \!MproveMents\0329iQ06.D\./G[ i 275]Apr-19-20041!11l 9 W.0. No. 2352-71
r1·' . i
0 BEARING/DELTA
1 N 89.16'09" W
2 98'33'16"
3 N 7'49'25" W
4 17'27'55"
5 N 9•38'30" E
6 34·57'30•
7 N 44'36'00" E
□ BEARING/DELTA
N 89"15'19• W
2 98'34'06"
3 N 7'49'25" W
4 17'27'55"
5 N 9•38'30" E
6 35•09'59•
7 77'55'39"
8 105•37'22·
9 29•20'08"
10 N 9•38'30" E
1 7 17'27'55"
12 N 7'49'25" W
13 23"33'23"
14 146"49'47'
15 24"42'18"
16 N 89.15'19" W
BEARING/DELTA
1 N a9•15'79• W
2 N 0-44'41" E
3 N 25•55•35• E
4 N 7'49'25" W
5 17'27'55"
6 N 9·33'30• E
7 34·57'30•
B N 44•35'00• E
9 N 54•35'00• E
0 BEARING/DELTA
7 N 7'49'25" W
2 17'27'55"
3 N 9·33•30• E
4 N 9·33•30• E
5 34·57•30•
6 N 44·35•00• E
,---1 7 ,--
!---j --r·-···.-·-. ·-
CENTERLINE DATA
RADIUS LENGTH REMARKS
45.34'
50.00' 86.00'
109.44'
200.00' 60.97'
196.95'
200.00· 122.03'
41.15'
CURB DATA
RADIUS LENGTH REMARKS
45.18' 6" TYPE G C&G
33.00' 56.77' 6" TYPE G C&G
108.44' 6" TYPE G C&G
217.00' 66.15' 6" TYPE G C&G
196.95' 6" TYPE G C&G
217.00' 133.19' 6" TYPE G C&G
30.00' 40.80' 6" TYPE G C&G
30.00' 55.30' 6" TYPE G C&G
183.00' 93.70' 6" TYPE G C&G
196.95' 6" TYPE G C&G
183.00' 55.78' 6" TYPE G C&G
86.74' 6" TYPE G C&G
63.00' 25.90' 6" TYPE G C&G
57.00' 146.07' 6" TYPE G C&G
63.00' 27.16' 6" TYPE G C&G
18.71' 6" TYPE G C&G
WATER DATA
RADIUS LENGTH REMARKS
22.04' 10• CML&C •
38.75' 8" CML&C •
87.2.J' a• PVC CL 150
126.21' 8" PVC CL 150
211.00' 64.32' 8" PVC CL 150
196.95' 8" PVC CL 150
211.00' 128.74' 8" PVC CL 150
21.77' 8" PVC CL 150
10.00' 8" PVC CL 150
• WELDED STEEL PIPE, 10 GAGE. WELD ALL JOINTS.
LWD SEWER DATA
RADIUS LENGTH REMARKS
109.98' 8" PVC
200.00' 60.97' 8" PVC
92.97' 8" PVC
103.98' 8" PVC
200.00' 122.03' 8" PVC
41.15' 8" PVC
NOTE:
CONTRACTOR TO VERIFY
LOCATION OF NEAREST JOINT
AND DETERMINE LENGTH OF
STEEL PIPE BEFORE
FABRICATION.
7_55'LT TS
40
~ (\ ~ ~ II~ ~ it ~ ~ ~"' ~
<O "' 0, -... "' ::s ... i:'j C "' ... "' "' "' -0 :g ~~ ..-; 1 gj ~~ 0 0:,
r-+ ++ + + +
C: -..,--.., -"') -J ~
.-c "' -"' "' -"' -(j"
"' C: -+-
re.
..,
30 -If
0
39 ... -0 -I _,,_
-1
C "1 :ti i_,
-e5 0) Cl.
~ $1
~ 10 .., -
s
" '>--~ '-I :;: .<::, "° C ~ ...
0 ' J I<) ~ "' "' + -.., "' " " ... y' "' -0 --\J + + -+-~d "' "' i?l 1:l --
~ ~ & -+-+ .., .., --
28 fl 27
29
ZODIAC STREET
HUNSAKtR
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huenru!!kens Street
ENClNEERING San Diego, Ca 92121
SURVEYlNG PH(858)55s-4500· FX(858)558-1414
BENCH MARK
DESCRIPTION: BRASS DISC IN WELL MONUMENT
(S.D. CO. CONTROL PT.
R/800-288+89 EC)
LOCA T/ON: ON EL CAMINO REAL, 2. 63 Ml.
NL 'Y FROM £A cosr,,,, AVENUE
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVA770N: 311.41 NGVD 1929
17+00
~
~
g,!
+ "' -
RI & ADD DOUBLE _:::::,."<'~;:-),~-(
STREET NAME SIGN
PER CALTRANS STANDARDS
17+ 1.38 PCR
12 • WHITE UMIT LINE &
"STOP" PAVEMENT MARKING
PER CALTRANS STANDARDS
40
~
~
ff
HORIZ. : 1 "=40'
' .. 1N.Dl··'.eUV.•·, ................ ·. VERT. : 1 "=8'
---- - t -···i· ...• ----
0 40 80 120 l ____ \-------~I
SCALE 1•~ 40'
ENGINEER OF WORK
MONO L. MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/04
"AS BUILT"
~✓~-Rc+8w70 EXP. Co (30/oe
i#n
ATE
REVIEWED BY:
INSPECTOR
1------+--+--------------+---+---+--+--~I sH7En l,c_1_r_Y-==O=F=~c~A~R=L=S=B~A_D~lsH~Tsl _ ENGINEERING DEPARTMENT
1//0. '117 RLM ''AS-Bllll.T "
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
1c-f-o
DATE
CITY APPROVAL
IMPROVEME:NT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED ,A,;C LLOYD B. HUBBS
AG--:;~~~ £/~/4:>1/ CITY ENGINE~ 23889 u/31,/!Vi DATE
DWN BY: ____ _
CHKD BY: GVP
RVWD BY: II.fl .
PROJECT NO.
CT02-21
DRAWING NO.
406-4
R \0329\iEng\IMproveMents\0329iQ07 dwg[ 1275]Apr-16-2004·09,44 W.O. No. 2.352-71
11-10030 6254323.6 1983781 .0 346.00 8 PVC 6.79% Amber Lane
11-10020 6254372.9 1984121.3 263.38 8 PVC 10.98% Amber Lane Amber Lane
11-10010 6254541.7 1984323.1 277 .13 8 PVC 4.61 % Amber Lane Amber Lane
11-1001 11-10000 6254423.8 1984554.1 344.01 8 PVC 12 .40% Amber Lane Amber Lane
LAST DOWNSTREAM MANHOLE 4 COORDINATES ARE: 6254133.6, 1984713.6
11-10070 TO 11-10080 6254243.6 2.03% Amber Lane Amber Lane
11-10080 TO 11-10090 6254379.6 171. 00 8 PVC 2.05% Amber Lane Amber Lane
1-10090 TO 11-10100 6254432.4 1982839.5 191.33 8 PVC 9.64% Amber Lane Amber Lane
1-10100 TO 11-10110 6254345.2 1982667.1 186.35 8 PVC 11 .03% Amber Lane Amber Lane
11-10110 TO EXISTING 6254291 .1 1982485.8 104.90 8 PVC 6.03% Amber Lane Amber Lane
LAST DOWNSTREAM MANHOLE 4 COORDINATES ARE: 6254236.4, 1982388.8
LAST DOWNSTREAM MANHOL£4 COORDINATES ARE: 6254379.6, 1983001.J
SEWER LATERAL TABLE
STREET STREET LATERAL DEPTH LENGTH DROP LAT.
STATION INVERT STATION ELEV. BEWW OF TO SLOPE
LOT NO. OF OF AT PL LATERAL MAIN %
LATERAL AT MAIN LATERAL PL FS TO IE
AT MAIN IE AT PL IE (1) (4) (2) (3)
1 14+38.19 245.26 14+38.65 248.29 5.86 31.53 2.40 2.00%
2 15+29.88 256.58 15+29.88 259.40 5.86 30.41 2.21 2.00%
J 16+40.86 270.33 16+40.86 272.74 5.86 30.00 1.81 2.00%
4 18+32.21 287.66 18+32.21 291.07 5.86 Jo_oo 2.81 2.00%
5 22+35.00 JIB.OJ 22+35.00 321.73 5.86 30.00 3.10 2.00%
6 23+28.92 324.88 23+28.92 328.34 5.86 30.00 2.86 2.00%
7 24+21.98 331.20 24+21.98 335.78 5.86 30.00 3.98 2.00%
8 25+38.38 339.10 25+38.38 344.40 5.86 30.00 4.70 2.00%
9 26+78.39 344.90 26+78.39 349.20 5.86 30.00 3.70 2.00%
10 27+72.JO 346.81 27+72.30 350.14 5.86 30.00 2.73 2.00%
11 28+45.00 348.28 28+45.00 350.87 5.86 30.00 1.99 2.00%
12 29+45.00 349.05 29+45.00 351.71 5.86 30.00 2.06 2.00%
13 30+13.68 346.77 30+13.68 350.36 5.86 30.00 2.99 2.00%
14 31+04.73 343.75 31+04.73 346.73 5.86 30.00 2.38 2.00%
15 31+93.93 340.79 31+93.93 343.21 5.86 30.00 1.82 2.00%
16 32+65.06 339.17 32+65.06 341.97 5.86 30.00 2.20 2.00%
17 33+42.63 337.59 33+42.63 341.19 5.86 30.00 3.00 2.00%
18 34+36.03 335.69 34+36.03 340.24 5.86 29.51 3.96 2.00%
19 35+57.95 333.08 35+57.95 339.74 5.86 28.00 6.12 2.00%
20 37+68.83 317.88 37+68.83 321.58 5.86 28.00 3.14 2.00%
21 38+77.96 306.77 38+77.96 308.48 5.86 28.00 1.17 2.00%
22 39+92.81 294.10 39+92.81 296.12 5.86 28.00 1.46 2.00%
23 40+69.13 288.59 20+60.65 CDS 290.34 7.23 27.75 1.20 2.00%
24 40+73.92 288.29 40+74.78 290.11 5.86 47.06 1.20 2.00%
25 39+72.81 295.93 39+72.81 297.92 5.86 28.00 1.43 2.00%
26 38+34.86 311.53 38+34.86 313.66 5.86 28.00 1.57 2.00%
27 16+24.85 349.23 16+24.85 354.14 5.86 30.00 4.31 2.00%
28 15+17.94 358.00 15+17.94 366.71 5.86 30.00 8.11 2.00%
29 13+98.02 370.21 13+98.02 381.30 5.36 30.00 10.49 2.00%
30 13+21.88 377.91 21+84.03 KNU 379.74 6.26 31.44 1.20 2.00%
31 27+02.28 345.39 27+02.28 349.44 5.86 30.00 3.45 2.00%
32 25+92.98 342.81 25+92.98 347.39 5.86 30.00 3.98 2.00%
33 25+15.05 337.52 25+15.05 342.77 5.86 30.00 4.65 2.00%
34 24+ 16.98 330.86 24+16.98 335.38 5.86 30.00 3.92 2.00%
35 23+16.59 324.05 23+16.59 327.35 5.86 30.00 2.70 2.00%
36 14+22.93 243.38 14+23.28 246.41 5.86 28.31 2.46 2.00%
353.64
328.46
307.04
285.36
341 .66
321 .41
300.45
CL
328.46 319.66
307.04 31 9 .46 290.53
285.36 290.33 277.55
245.00 277.35 234.70
345.75 340.45 335 .45
341 .66 335.25 331.75
321 .41 331 .55 313.11
300.45 312.91 292.35
294 .12 292.15 285.70
(4)
LENGTH OF LATERAL
1 0 .49
9.00
16. 71
8.01
8.20
1 0 .50
1 0 .11
8.50
8.30
9.00
16 .71 STD
8.01 STD STD
10.50 STD STD
10.50 STD
1 0. 11 STD STD
8.50 STD STD
8.30 STD STD
8.62 STD STD
PL
TC
(1)
DEPTH BELOW PL
DROP TO MAIN
(2)
TYPICAL LATERAL F!EVATION
NTS
NOTES:
CONTRACTOR SHALL CONSTRUCT LATERALS WITH
PRESCRIBED SLOPE AND DROP TO MAIN.
2 3
3 2
2 2
2 2
2 3
3 2
2 2
2 2
2 2
ABBREVIATIONS:
ID -IDENTIFICATION
UPS -UPSTREAM
OWN -DOWNSTREAM
DIA -DIAMETER
IN -INCHES
MH -MANHOLE
EL -ELEVATION
ANG -ANGLE
STD -STANDARD
DE -DEAD END
DRP -DROP
SMT -SUMMIT
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
PlANNING 10179 Huennek-ens Street
ENGINEERING San Diego, Ca 92121
SUltVEYING PH(853)558-4500· FX(B58)5511-1414
///1).2/(}7 J:>✓ <A
DATt INITIAL
ENGINEER OF WORf
-, .
ENGINEER OF WORK
2 /~/7 k J//t"e,/4tt .
~ONO L. MARTIN DATE
~ ~"\l.llfESS!~~ . NO. 48670 EXP. 6/30/04
~ ~l'llil ~ ~ "AS BUILT" @;,i-~~ <Ji "1'-"' lit NO. C-48670 S:l ~£4,.L~ ,~/47 Exp. 06-30-08
<&: CMt ~~ DATi"c RCE <f8 Ii, 70 EXP. 6:, /.30/ 08
'41f OF CALl~ll'll
REVIEWED BY: ~J p',_ ,/7 u!t.s,la?
INSPECTOR / -,
DATE
I S~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT ANO UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
APPROVED r<Sv( LLOYD B. HUBBS
A ::;; ~ &:? ~~ S?'~L.,e~
CITY ENGINEER.?Rci: ?1~Exe 12,Z11,L'05'--DATE
/4\ ''AS-/3U/t.T " OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL DATE INITIAL CHKD BY: GVP CT 02-21 406-4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ,JL~
'
R, \ 032 9 \ & Eng\ I Mpr o v eM en ts\ 03291 a O 8'. olwg [ 1275 JAp r-16 -20 0 4,09 ,5 3 W.O. No. 2352-71