HomeMy WebLinkAboutDWG 530-5; MS 2020-0003; HEMLOCK COAST HOMES; 01-02AM
GENERAL 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 OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAJN TO THIS PROJECI THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS V\f/EN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-IMJRK 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 WI\Y 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 $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-"OR BETTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RATING GUIDE.
5. NO VIORK SHALL BE COMMENCED UNTILALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHERAPPROPRIATEAGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTSARENOTCONSTRUCTEDPRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENTAGREEMENI
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 SHEEI
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 FINALACCEPTANCE OF THE WORK BY THE
CIT\'.
10.ACCESS FOR FIRE ANDOTHEREMERGENCYVEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. V\f/ERE TRENCHES ARE WITHIN CITYEASEMENTS,ASOILSREPORTCOMPRISEDOF.-
(A) SUMMARY 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
VLRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT
{760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON1HEDAYBEFORE1HEINSl'ECTION IS NEEDED INSPECTIONS WILL BE MADE
THENEXTWORKDAYUNLESSYOUREQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 PM. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNERANDIORAPPLICANTTHROUGH 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, LAVVSAND 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 SHOR/NG, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF IMJRKER 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 INDEPTHANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEERAT THE CONTRACTORS EXPENSE.A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IFANYARCHAEOLOGICALRESOURCESARE DISCOVERED WITHIN ANY I/I/ORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17.ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, 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
6.00 P.M. EACH DAY, MONDAYTHRU 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 PRIOR TO BEGINNING OF
VIORK. 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 ENGINEERAPPROVED
BLASTING PROGRAM AND BLASTING PERM/I
20. THE EXISTENCE AND LOCATION OF UTIL/TYSTRUCTURESANDFAC/LITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAJLABLE
RECORDS. ATTENTION IS CAL.LED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR /NA 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 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 THATTHEACTUAL 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 CONSTRucnoN NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (800)411-7343
AT&T (619)237-2787
SPECTRUM CABLE (800)227-2600
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD/STREETS AND STORM DRAIN) (760)434-2980
CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALLINCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
J:IACTIVE JOBSl3392 NORUM HEMLOCK\CIVILIDRAWINGI/MPROVEMENT PLANSl3392-CV-/MPR-01-TITLE.DWG
STREET NOTES
1. ACTL/AL 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 ENGINEER/NG INSPECTOR FOR REVIEW
AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALL.ED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE
POINTS AND HAND-HOLES SHALL BE SHOWN ON THE ':I\S-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT
FOUNDATIONS vWLL BEALL WM/NA/RES SHALL BE "CUTOFP' TYPE ALLOWED.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,
CROSS GUTTERS OR SURFACING OF STREETS.
4. V\f/ERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED vWTHIN TWENTY FEET OF
BUILDING OR STREET AREAS AND REPLACED vWTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE
PIPE vWLL BE PLUGGED vWTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. V\f/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIAADMINISTRATIVE
CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET vWTHIN THE LIMITS OF I/I/ORK OF THIS PLAN PER
SDRSD DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS I/I/ORK SHALL BE REESTABLISHED,
PERPETLIATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORSACI
9. mo (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
10. STREETLIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY
INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAINANDAPPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF
CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS,
CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 •
STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED
FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENI
3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLICRIGHTOFWAY,ACITYRIGHTOFWAYPERMIT
SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAINANDAPPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. WD. LINES, A PERMIT SHALL BE
OBTAJNED FROM THE C.M. WD. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS
PRIOR TO STARTING IMJRK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BEALLOWEDINTHEWATERLINEEASEMENT,ALL EXISTING TREES AND
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL
REQUIRE VLRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC
PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT
PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN
ALTERNATIVE FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED
BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE
MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1 "AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON
PLANS).
8. ALL WATER METER BOXES SHALL BE17"X30"X12"POLYMERCONCRETEASMANUFACTUREDBY
ARMORCAST OR EQUAL (UNLESS OTHERvWSE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEEI
10. THE TOP OF vli'\TER METER BOXES SHALL BE FLUSH vWTH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALLADHERE TO THE "CRITERIA FOR THE
SEPARATION OF 1<\/1\TER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT
OF HEALTH SERVICES.
12. AXIALDEFLECTIONAT THE PIPE JOINTS IS NOTALLOWED THEUSEOFAHIGH-DEFLECTIONCOUPLINGATA
PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES
TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAJNTEED 'VINYL-IRON" HD. FOR C900.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF vli'\Y, A CITY RIGHT OF vli'\Y PERMIT SHALL BE
REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING AND INSTALLACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO
INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER vWRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-/NCH vWDE
PLASTIC ADHESIVE TAPE AT M:I\XIMUM 10-FOOTINTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF
DRILLED HOLE IN PIPE STAND 1<\/1\LL JUST BELOW 4TTBOX. vWRE IS NOT TO INTERFERE vWTH IS NOT TO INTERFERE
WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT
VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED vWRE
AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT, EACH INSTALLED RUN OF PIPE SHALL
BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE
DUR/NG INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HM.WIPE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE
SOIL OR WATER POLYETHYLENE INSULATION SHALL CONFORM TOASTM D 1248, TYPE 1, CLASS C WIRES WITH
CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS
BEEN DAMAGED WILL BE. REQUIRED AT THE CONTRACTOR'S EXPENSE.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM
INFORMATION GATHERED ON: AUGUST 5, 2020
BY:· PASCO, LARET, SUITER &ASSOCIATES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-24040-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.
ADDRESS: 320 HEMLOCK AVENUE, CARLSBAD CA, 92008
BENCH MARK
DESCRIPTION: 2-112 /NCH BR.ASS DISK
--------
N.~358~--E._1=665~---
LOCATION: IN SOUTHEST CORNER OF A VAULT ADJACENT TO THE NORTHEAST CORNER
OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER THE AGUA
HEDIONA LAGOON 0. 1 Ml SOUTH OF TAMARACK AVENUE, 38 FT EAST OF THE
EDGE OF PAVEMENT BY A SINGLE PARKJNG SPACE FOR THE FACILITY. BASED
ON POINT NUMBER 141,AS SHOWN ON CITY OF CARLSBAD CONTROL RECORD
OF SURVEY 17271.
RECORDED:~2=00='2--'----------------
ELEVATION: _2_6._52 __________ DATUM: NGVD 29
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRJP/NG AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN
CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE
PLANSAND 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 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 REPAJNTED 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
WITH/NA500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TOA '1/KE NEW'
CONDITION, 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. 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 OFTHE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSl<\/I\LKS SHALL HAVE 10' INSIDE
DIMENSION UNLESS OTHERvWSE SPECIFIED.
11. ALL CROSSWALKS, LIM/TUNES, STOP BARS, PAVEMENTARROVVSANDPAVEMENTLEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWl\'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA)
AND SAN DIEGO REGIONAL STANDARD DRAvWNG M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (FHWl\'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) 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 OF CARLSBAD
MOUNTING BRACKET WITH STR:I\PS.
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
CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO
REMAIN.
19. (IF NECESSARY) VlfiERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18'X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-2)
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT vWTH CURRENT STAN DAROS.
I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD
DOES NOT RELIEVE ME, AS ENGINEER OF I/I/ORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
Bl': DATE:
BRYAN A. KNAPP, R. C.E.
R.C.E. NO.:__cBee654=2 ______________ _
REGISTRATION EXPIRATION OATE:__,3-3=1--"20"'2"-3 ______ _
FIRM: PASCO, LARET, SUITER, AND ASSOC/A TES, INC.
ADDRESS: 1911 SAN DIEGO AVE, SUITE 100
CITY, STATE: SAN DIEGO, CA 92110
TELEPHONE: {858/ 259-8212
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYOROMOO/FICA TION?
STANDARD STORM WATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
□ YES (SEE SWMP FOR OOCUMENTA TION)
~ NO
TYPE DESCRIPTION OWNERSHIP MAINTENANCE
AGREEMENT SHEET NO. MAINTENANCE
FREQUENCY
\
)
...
VICINITY MAP
II.IS.
PROJECT ADDRESS
320 HEMLOCKAVENUE
CARLSBAD, CA 92008
APN: 204-24040-00
INDEX OF SHEETS
1 TITLE SHEET/NOTES
2 IMPROVEMENT PLAN SHEET
REFERENCE DRAWINGS
DWG220-7A
DWG223-4
DWG243-9
DWG491-5A
DWG360-5
DWG473-3
DWG 139-7
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CCS-83), ZONE 6, EPOCH 1991.35,
GRID BEARING N 66'04'32" E BETWEEN STATION "CLSB-141" AND
STATION "CLSB-119" AS SAID STATIONS ARE PUBLISHED IN THE
CITY OF CARLSBAD SURVEY CONTROL NETWORK PER RECORD
OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN
DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002.
DEVELOPER
NAME: JOHN NORUM
KMJ REAL ESTATE
ADDRESS: 2888 LOKER AVENUE EAST,
SUITE 220, CARLSBAD, CA 92010
PHONE NO.: (949) 678-4927 ~~-------
OWNER INFORMATION
NAME: 320 HEMLOCK LLC
ADDRESS: 2906 CORTE CELESTE
CARLSBAD, CA 92009
PHONE NO.: ~{94=9)=67,~8~-4=92~7 ____ _
•
WORK TO BE DONE
THE IMPROVEMENT OORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO 7411 DATED 417121 ---
5. THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY
GEOTECHNICAL EXPLORATION, INC. DATED AUGUST
24, 2020
7. THE SAN DIEGO REGIONAL STANDARD DRAvWNGS
AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT
PERMIT CONDITIONS DATED NIA
9. ENVIRONMENTALAPPROVAL DOCUMENTS
DATED NIA
10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2)
PREPARED BY:· PLSA , SEE SHEETS 5-8.
11. STORMWATERQL/AL/TYMANAGEMENTPLAN
PREPARED BY:· NIA DATED: NIA
12. CALIFORNIA STORM 1<\/1\TER QL/ALITY ASSOCIATION BMP
CONSTRUCTION HANDBOOKAND CALTRANS
CONSTRUCTION SITE BMP MANL/AL
'AS MODIFIED BY CITY OF
CARLSBAD STANDARDS
LEGEND
DESCRIPTION DWG. NO. SYMBOL
PROPERTY BOUNDARY
CENTERLINE OF ROAD
ADJACENT PROPERTY LINE
PUBLIC RIGHT-OF-WAY
EXJSTING CONTOUR LINE
PROPOSED CONTOUR LINE
DIRECTION OF FLOW
6" PCC CURB AND GUTTER
SAWCUT OF EXISTING PAVEMENT
4" PCC PAVEMENT
SDRSDG-2'
SDRSDG-7' I
----------
64
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I I I
I
TRENCH RESURFACING C/TYOFCARLSBAD [777i7777"?3,73l
CARLSBADGS-26128 _ / / / // / 1/7' _ / _
2"AC GRIND AND OVERLAY
EXJSTING OVERHEAD UTILITIES
EXJSTING vli'\TER MAIN (SIZE PER
PLAN)
EXJSTING SEWER MAIN (SIZE PER
PLAN)
EXJSTING GAS MAIN (SIZE PER PLAN)
EXJSTING STORM DRAIN (SIZE PER
PLAN)
1" DOMESTIC WATER SERVICE WITH
FIRE SPRINKLER SYSTEM; 1" METER
AND 1" BACKFLOW DEVICE
PCC DRIVEWAY APRON (vWDTH PER
CMIMJWJ:I\
PLAN) CITY OF CARLSBAD
GS-12/SDRSD G-14A
6" PRIVATE PVC SEWER LATERAL
(CONNECT WITH 8'X6" WYE)
ABBREV/:1\TION:
CITY OF CARLSBAD
CARLSBAD S-7I
SDRSDSS-04
I
01
w
s
G
OE
w
s
G
---w -------0----0
--s---s--
SDRSD-SAN DIEGO REGIONAL STANDARD DRAWING
CMIMJ -CARLSBAD MUNICIPAL WATER DISTRICT
"AS BUILT"
QUANTITY
40L.F
45L.F
150SF
BOLF
2050SF
4EA
2EA
25LF
PASCO LARET SUITER
& ASSOCIATES
San Diego I Solana Beach I Orange County
Phone 858.259.8212 I www.plsaengineering.com
P.E. __ _
REVIEWED BY:
EXP.----DATE
INSPECTOR DATE
11------,t------1-------------1-----------t---l SH~ET I CITY OF CARLSBAD I SH~ETS I
:==::::::'.-=::==E::::N:::G:::IN::::E:::E::::Rl:::N:::G::::D::::EP:::::::A::::RlM:::::::::E:::N=T==:'....===:::::
/1\
DA 1E INl11.AL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
HEMLOCK COAST HOMES
320 HEMLOCKAVENUE
ROW2021-0244 TITLE SHEET PUD 2020-0001
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 ElCP.9/30/22
DAlE INl11.AL DAlE INl11.AL RVWD BY: ---,
01HER APPROVAL CITY APPROV.AL CHKD BY:
PROJECT NO.
MS 2020-0003
DAlE
DRAWING NO.
530-5
PLSA 3392-01
7/26/2021
DocuSign Envelope ID: 15278CF0-E5B1-433A-9B98-D793425CB943
8/11/2021
XXOEOEOEOEOEOEOEOEOEOEW
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOESSSSSSSSSSSSSSSSSSSSSSSSSS
56
56
55
5554
CONC.56.656.255.655.956.656.456.456.557.154.555.754.955.755.955.654.09TC53.61FL54.40TC53.93FL54.96TC54.50FL54.78TC54.67FL55.06TC54.96FL55.59TC55.11FL55.91TC55.42FL55.93TC55.45FLW W W W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSSSSSSWWWWWWWWGGGGGGWWWWWWWWWWWWWWW W W W W W W W W W W
WWSSSSSSSSWWWWWWWWWWWWWWWWWW W W W W W WGGGGGGJTJTJTJTJTJTJT
JTJTJT EEEEW W W W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G G G G G G G G G G G
SSSSSSSSWWWWWWWWGGGGGGWWWWWWWWWWWWWWW W W W W W W W W W W
WWSSSSSSSSWWWWWWWWWWWWWWWWWW W W W W W WGGGGGGJTJTJTJTJTJTJT
JTJTJT EEEE25'17' TO TC8' PKWY5
5.5' 2.5' 4.5'SDWK 5.5'6 2' 2'10+00
1010PL
(54.09 FL)(54.64 FL)(54.41 FL)
55.6 FS
STA. 9+64.82 ~17.0 LTMATCH TO EXISTINGPCC C&G;(55.6 TC); (55.1 FL)55.2 FS
HIGH POINT IN
FLOWLINE;
(55.95 TC); (55.45 FL)
EXISTING 1-1/2"
GAS MAIN
EXISTING 8" VCP
SEWER MAIN PER
DWG 473-3
EXISTING 6" ACP
WATER MAIN PER
DWG 223-4STA. 9+27.73 ~0.14 RT IN NORTH 47.1 IE IN1
STA. 9+96.63 ~0.26 RTCAP WYE CONNECTION ANDABANDON SEWER LATERAL INPLACE; ABANDON PERCARLSBAD STAND. SPEC 150000EXISTING 12" RCP
STORM DRAIN PER
DWG 139-7
EXISTING POWER
POLE (P26255J)
TO REMAIN
EXISTING OVERHEAD
UTILITIES TO REMAIN STA. 9+97.71 ~9.74 LTEXISTING GASSERVICE TO BEDISCONNECTEDEXISTING PCC
CURB & GUTTER TO
REMAIN
8
(55.02 FL)STA. 9+24.44 ~17.0 LTMATCH TO EXISTINGPCC C&G;(54.5 TC); (54.0 FL)9 9
STA. 9+72.14 ~10.22 RTCONNECT TO EXISTINGWATER MAINSTA. 9+74.64 ~10.21 RTCONNECT TO EXISTINGWATER MAINUTIL X'ING; FS = ~55.61
12" SD IE = 44.69
1" WATER IE = ~52.61
8UTIL X'ING; FS = 54.6
12" SD IE = 45.08
6" SEWER IE = 47.33
STA. 9+36.46 ~10.14 RTEXISTING WATER SERVICETO BE REMOVED; SEENOTE 3 THIS SHEET8 STA. 9+54.82 ~17.0 LT NEW 14' WIDE PCC DWYSTA. 9+33.44 ~17.0 LT NEW 12' WIDE PCC DWYHEMLOCK AVENUE
ROW
N 56°00'25" E
78.49'2.0%2.7%
(0.2%)
LA LA
CLCL2.7%
54.58 FS
2
33
4
47 71112(1.9%)(1.3%)
5
L1
L1
1
STA. 9+18.01 ~22.29 LTMATCH TO EXISTINGSDWK; (54.45 FS);AT NEAREST JOINTSTA. 9+01.93 ~22.50 LTEND NEW PCCSIDEWALKIMPROVEMENTSSDG&E 3309
HANDHOLESEWER C.O.
PER S-6
54.98 FS 91 1
PROJECT SITE
(SEE SEPARATE GP DWG FOR ONSITE IMPROVEMENTS)
PL
PL
1010STA. 9+77.14 ~10.22 RTCONNECT TO EXISTINGWATER MAINSTA. 9+79.64 ~10.23 RTCONNECT TO EXISTINGWATER MAIN9+50
CAUTION! X'ING
GAS MAIN2.0%2.0%9.7%9.7%2.0%2.0%2.0%2.0%9.7%9.7%EXISTING OHE SERVICE
TO 330 HEMLOCK TO BE
REMOVED
13
EXISTING OHE SERVICE
TO 320 HEMLOCK TO BE
REMOVED
COX HANDHOLE
AT&T HANDHOLE
NEW UG SERVICE
FOR 330 HEMLOCK
3.0' 5.0'GUTTER LINESAWCUT LINE2.0' MIN
3.0' MIN
6" AB6" PCC CURB &
GUTTER PER
SDRSD G-2
COLD PLANE AND OVERLAY
(2" MIN. DEPTH) TO PROVIDE
SMOOTH TRANSITION
STRUCTURAL SECTION
4" AC OVER 6" CLASS II AB
OVER NATIVE SUBGRADE
COMPACTED TO 95% REL. COMP.
EXISTING AC
PAVEMENT
EXTEND BASE
6" BEHIND CURB
CL
PL ROW
1.5%2.0%
EXISTING AC
PAVEMENTVARIES
2% TYP
VARIES
2% TYP
34.0'8.0'
50.0'
8.0'
HEMLOCK AVEROWPROJECT
SITE
17.0' TO TC 17.0' TO TC
INSTALL 6" PCC
CURB AND GUTTER
PER SDRSD G-1
APPROXIMATE LOCATION OF
EXISTING 1-1/2" H.P. GAS MAIN
PER DWG 473-3
APPROXIMATE LOCATION OF
EXISTING 6" A.C. WATER MAIN
PER DWG 139-7
APPROXIMATE LOCATION OFEXISTING 8" VCP SEWER MAINPER DWG 473-3
EXISTING PCC CURB
AND GUTTER TO
REMAIN
EXISTING RETAININGWALL TO BE REMOVED
PROPOSED GRADEDPARKWAY
25.0'25.0'
5.0'
INSTALL 4" THICK PCCSIDEWALK PER SDRSDG-7
2.0' WIDE PEDESTRIANACCESS ESMT
APPROXIMATE LOCATION OF
EXISTING 12" RCP SD
PER DWG 137-7
APPROX. EXISTING
GRADE AT
CENTERLINE
STA = 9+25.00(54.62 F.S.)STA = 9+50.00(55.21 F.S.)STA = 10+00.00(56.0 F.S.)STA = 9+75.00(55.61 F.S.)STA 9+72.14 ~10.21' RT1" DOMESTIC SERVICE10STA 9+96.63 ~0.26' RTREMOVE EXISTING SEWER LATERALSTA 9+74.64 ~10.22' RT1" DOMESTIC SERVICE10STA 9+77.14 ~10.22' RT1" DOMESTIC SERVICE10STA 9+79.64 ~10.23' RT1" DOMESTIC SERVICE10STA 9+72.14 ~10.21' RTEXISTING WATER SERVICE TO BE REMOVEDEXISTING 6" ACP
WATER MAIN PER
DWG 223-4
EXISTING 8" SDR-35 PVCSEWER MAIN PER DWG473-3 @0.6%
EXISTING 8" SDR-35 PVC
SEWER MAIN PER DWG473-3 @0.6%
EXISTING 12" RCP SD
PER DWG 137-7 @0.87%STA 9+27.73 ~0.14' RTCONNECT W/ 8"X6" WYE6" IE IN: 47.16APPROX. DEPTH
EXISTING 1-1/2"
GAS MAIN
STA 9+24.44 ~17.0' LTBEGIN NEW 6" C&G IMPR;MATCH TO EXISTING(54.5 TC);(54.0 FL)STA 9+42.44 ~17.0' LT54.98 TCSTA 9+33.44 ~17.0' LT NEW DWY; 54.25 FSSTA 9+27.44 ~17.0' LT54.09 FLSTA 9+39.44 ~17.0' LT54.41 FLSTA 9+61.82 ~17.0' LT55.02 FLSTA 9+47.82 ~17.0' LT54.64 FLSTA 9+64.82 ~17.0' LTEND NEW 6" C&G IMPR;MATCH TO EXISTING(55.6 TC);(55.1 FL)STA 9+44.82 ~17.0' LT55.06 TCSTA 9+54.82 ~17.0' LT NEW DWY; 54.83 FSPROPOSED
FLOWLINE
TOP OF PROPOSED
6" PCC C&G
2.7%
EXISTING TOP OFCURB
EXISTINGFLOWLINECLCL2.7%
(3.0%)
(1.9%)
HEMLOCK COAST HOMES
320 HEMLOCK AVENUE
PUD 2020-0001 PASCO, LARET, SUITER & ASSOCIATES535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075PH: (858) 259-8212 FAX: (858) 259-4812MS 2020-0003
& ASSOCIATES
Phone 858.259.8212 | www.plsaengineering.com
San Diego | Solana Beach | Orange County
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
530 - 5
ROW 2021-0244
PLSA 3392-01
2 2
J:\ACTIVE JOBS\3392 NORUM HEMLOCK\CIVIL\DRAWING\IMPROVEMENT PLANS\3392-CV-IMPR-02-FRONTAGE.DWG
5 10 15
GRAPHIC SCALE: 1" = 5'
05
CONSTRUCTION NOTES
EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE.MONUMENT SHALL BE REPLACED BY A LICENSED LANDSURVEYOR WHO SHALL FILE A CORNER RECORD WITH THE
COUNTY IF DISTURBED OR DESTROYED
SAWCUT EXISTING AC PAVEMENT PER DETAIL THIS SHEET
CALTRANS SIGHT DISTANCE / VIEW CORRIDOR PER CALTRANS
HIGHWAY DESIGN MANUAL AND CITY OF CARLSBAD
STANDARDS
2" GRIND AND OVERLAY OF AC PAVEMENT
INSTALL 6" SEWER CLEANOUT WITH 12" CAST IRON LID PERCITY OF CARLSBAD S-7
INSTALL SEWER LATERAL W/ 8"X6" WYE CONNECTION PER
SDRSD SS-04
CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-2
1
2
PROPOSED TRENCH RESURFACING OF ACPAVEMENT PER CITY OF CARLSBAD STANDARDGS-26, GS-28
CONSTRUCT 4" THICK PCC SIDEWALK PER SDRSD
G-7
INSTALL 1" WATER SERVICE, METER AND BACKFLOW
PER CMWD W-3A; 1" SERVICE TO BE ENCASED IN
PVC BETWEEN METER AND BACKFLOW; MAX FLOW
DEMAND = 4.4 GPM WITH 86 PSI STATIC PRESSURE;INSTALL PRESSURE REGULATOR ON BACKFLOW SETTO 80 PSI MAXIMUM
INSTALL 12' WIDE PCC DRIVEWAY APRON PER
SDRSD G-14A
INSTALL 14' WIDE PCC DRIVEWAY APRON PER
SDRSD G-14A
EXISTING RETAINING WALL TO BE REMOVED
ADDITIONAL NOTES
1. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
2. ALL ONSITE WATER, SEWER, AND STORM DRAIN FACILITIES TO BE PRIVATELYMAINTAINED.
3. ABANDON / REMOVE EXISTING WATER SERVICES PER CITY OF CARLSBAD
STANDARD SPECIFICATION 15000-3.11. ABANDON EXISTING SEWER LATERALS
PER CITY OF CARSLBAD STANDARD SPECIFICATION 15000-3.11.
EASEMENT NOTES
PROPOSED 2.0' WIDE PEDESTRIAN ACCESS EASEMENT TO THE CITY OF
CARLSBAD
1
3
4
8
9
5
10
PLAN VIEW - HEMLOCK AVENUE
SCALE: 1" = 5' HORIZONTAL
NOTE: CL HEMLOCK AVENUE
STA PER DWG 473-3
UTILITIES ARE KNOWN TO EXIST IN THE AREA.INFORMATION SHOWN HEREON IS PER BEST AVAILABLE
RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO ORDERING MATERIALS AND
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER
OF WORK OF ANY DISCREPANCIES BETWEEN ACTUALLOCATION AND PLAN LOCATION OF UTILITIES UPONDISCOVERY OF DISCREPANCY
ALL EXISTING MONUMENTS TO BE
PROTECTED IN PLACE. ANYMONUMENTS DESTROYED DURINGCONSTRUCTION SHALL BE REPLACEDBY A LICENSED LAND SURVEYOR AND
PROPER DOCUMENTATION SHALL BE
FILED WITH THE COUNTY RECORDER.
NOTE: ONSITE IMPROVEMENTS
SHOWN HEREON FOR REFERENCE
ONLY; REFER TO SEPARATE
PRECISE GRADING PLAN DWG
350-5A FOR CONSTRUCTION
TYPICAL SECTION - HEMLOCK STREET
NOT TO SCALE
TYPICAL DETAIL - SAWCUT AC PAVEMENT
NOT TO SCALE
6
11
12
PROFILE VIEW - HEMLOCK AVENUE
SCALE: 1" = 5' HORIZONTAL; 1" = 2' VERTICAL
48 CL
50 CL
46 CL
PROFILE VIEW - TOP OF CURB
SCALE: 1" = 5' HORIZONTAL; 1" = 2' VERTICAL
9+25
54 TC
9+50
56 TC
9+75
54 TC
56 TC
10+00
58 TC 58 TC
52 CL
54 CL
56 CL
48 CL
50 CL
46 CL
52 CL
54 CL
56 CL
STREET CENTERLINE DATA TABLE
LINE LENGTH
N 56° 00' 25" E
DELTA / BEARING RADIUS
--
DELTA
CURB DATA TABLE
LINE LENGTH
2.38'N 56° 00' 25" E
DELTA / BEARING RADIUS
-6" G-2 PCC C&G
REMARKS
-L1L1
13
7
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--
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□
□
□
0
0
0
0
0
0
0
◊
◊
PASCO LARET SUITER
0
0
0
0
0
0
P.E. __ _ EXP. ___ _
t===~~==l=====================±===t==±===t==il SHEET I CITY OF CARLSBAD I SHEETS I
/
I ENGINEERING DEPARlMENT l r.;IMP:=;RO:;VEYENT:==:~PLAIIS~~FO~R::==:::::::::::::::::::::::=:::::!..!==~
t===~t===~=========================t===jt===t====i===3 r======::::f!!HE§!!M!:!::LOC~K~IM~P~R~. ==========::! I APPROVED: JASON S. GELDERT
DAlE INITIAL DAlE INl1IAL
ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL
DAlE INITIAL
a1Y APPROVAL
ENGINEERING MANAGER
RVWD BY: ---1 I
CHKD BY: _
RCE 83812 EXP.9/30/22 DAlE
PROJECT NO. I DRAWING NO.
DocuSign Envelope ID: 15278CF0-E5B1-433A-9B98-D793425CB943
8/11/2021