HomeMy WebLinkAboutDWG 540-7; SDP 2021-0029; IONIS PHARMACEUTICALS LOTS 21 & 22; 01-04NF
37C401066
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 NOTLESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE,
RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED
HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF
CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF
$1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF 'A-"OR BETTER ANDA SIZE CATEGORYOFCLASSVIIORBETTERASESTABLISHEDBY
'BESTS" KEY RA TING GUIDE.
5. NO WORK SHALLBECOMMENCEDUNTILALLPERMITSHAVEBEEN OBTAINED FROMTHECITYANDOTHER
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 WITHOUTTHE 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 CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B)
LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO
WORKJNG DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE
IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCT/ON MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE
ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING
AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE
INSPECTION LINE AT (760) 438-3891 A TLEAST FIVE (5) WORKJNG DAYS PRIOR TO STARTING CONSTRUCTION.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE
ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE
RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESIS MADE AFTER 2:00 P.M. WILL BE
SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THEOWNERANDIORAPPLICANTTHROUGH 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 HEAL TH 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 SLOPE 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 (51 OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IFTHEPLANVAR/ESFROMTHESHOR/NGSYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE
CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY
OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND
BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION,
OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER.
OPERATIONS W[L NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE
CITY ENGINEER TO DO SO.
18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR,
ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON 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, 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.)
19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL
TWO FULL WORKING DAYS PRIOR 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.
20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED
BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING
ALONG THE HAUL ROU1ES ORADJACEN/ S/REE/SASA RESUL/ Of /HE GRADING OPERA110N.
21. THE EXISTENCE AND LOCATION OF UTIL/TYSTRUCTURESANDFACILIT/ES SHOWN ONTHECONSTRUCTIONPLANS
WERE OBTAINED BYA SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE
EXJSTENCE 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.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND
UNDERGROUND) WITHIN THE PROJECT SITE SUFF/C/ENTL Y AHEAD OF THE CONSTRUCT/ON TO PERMIT THE
REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT
WITH THE PROPOSED WORK.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKJNG
DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A
COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD/STREETS AND STORM DRAIN)
'CITY OF CARLSBAD/SEWER, WATER & RECLAIMED WATER)
'SAN D/EGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
'VALLECITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SANITATION DISTRICT
'AS APPROPRIATE
(800)422-4133
(800)411-7343
(800)892--0123
(760)43B-n41
(619)262-1122
(760)434-2980
(760)438-2722
(760)633-2650
(760)753--0155
(760)744-0460
(760)753-6466
(760)726-1340 x1330
24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN
SHALL INCLUDE "STENCILS' BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE
ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER 'R" VALUE TESTS HAVE BEEN CONDUCTED BYA
PROFESSIONAL ENGINEER OFTHE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE 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 WORKJNG DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS
AND HAND-HOLES SHALL BE SHOWN ON THE 'AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT
FOUNDATIONS WILL BE ALLOWED. ALL WM/NA/RES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PR/ORTO CONSTRUCTION OF CURBS, CROSS
GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE
PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMIN/STRA TIVE 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 WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS
DWGM19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED,
PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION
LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD
ENGINEERING STAI/DAROS (LATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN
CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST 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 OR DES/GNEE.
3. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
"CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVESONEXISTINGC.MWD. LINES, A PERMIT SHALL BE
OBTAINEDFROMTHEC.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S
DEPUTY CITY ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER.
3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE
ENgJNEERJN~54-HguR INSPECTJf: REWE~T LINE AT flfj 4= IN&PE~Tlif REQUE~ MUST BE ;;EIVEDP ;;2:00P.M. o THE; RDAYBEFOR ; Tl N r N~. INCTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE
SCHEDULED FOR TWO FULL WORKDAYS LATER.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXJSTING TREES AND
STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL
REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIP/NG ANDAPPURTENANCES 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 VERTICALALIGNMENTANDTYPEOFMATERIALSOF 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 SHALLBE1'AND ALL METERS SHALLBE1" (UNLESSOTHERWISENOTEDON
PLANS).
8. ALL WATER METER BOXES SHALL BE17"X30'X12"POLYMERCONCRETEAS MANUFACTUREDBYARMORCASTOR
EQUAL.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICESANDSEWERLATERALS SHALLBE10FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE
SE PARAT/ON OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT
OF HEALTH SERVICES.
12. AXJAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE
JO/NTMAYBEPERMITTED BYTHE/NSPECTORON A CASE BY CASE BASIS NOT TO EXCEED4DEGREESTOTAL
DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED 'VINYL ./RON' H.D. FOR C900.
13.BEFORE CONSTRUCT/ON BEGINS IN ANY PUBL/CR/GHTOFWAY,ACITYRIGHT OFWAYPERMITSHALLBE
REQUIRED.
14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO
NEAREST COUPLING A.ND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO
INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC
ADHESIVETAPEATMAXIMUM10-FOOTINTERVALS. WIRE TO ENTER VALVE STANDS BY MEANSOFDRILLEDHOLE
IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERMINATEINADJACENTVALVEBOXESFOR BURIED ASSEMBLIES OR
BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR
APPROVED EQUAL. PROV/DE24 INCHES OF COILED WIRE 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 DURING 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
(HMWIPE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIALIN CORROSIVE SOIL OR WATER.
POLYETHYLENE INSULATION SHALL CONFORM TO ASTM 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.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUIDOWN.
PREPARED BY:
PASCO LARET SUITER
t<i ffi\;S;SOtiffeillE;S
San Diego Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST VERSION OF THE CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 3, AS AMENDED FOR USE IN CALIFORNIA),
CAL TRANS STANDARD SPECIF/CATIONS (2022 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL
PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND
TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED
TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH
INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKJNGS WITHIN A 500'
PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A 'LIKE NEW' CONDITION, IN A MANNER
MEETING THE APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCA T/ON OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO /NSTALLA T/ON.
8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKJNGSAND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS
OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC
UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LA TEST VERSION OF THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 3, AS AMENDED FOR USE IN CALIFORNIA) AND
SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE LATEST VERSION OF THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTGD 2003 REVISION/, AS AMENDED FOR USE IN CAL/FOR.NIA) 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 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 CONTRACTOR EXCEPT
THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1·3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOTWIDE MEDIAN
NOSE, THE R4-7 SIGN SHALL BE 18'X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12'X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHY METHODS FROM
IN FORMATION GATHERED BY SAN-LO AERIAL SURVEY, AND SUPPLEMENTED BY FIELD TOPOGRAPHY ON MAY
26, 2018, BY PASCO LARET SUITER & ASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN
ASSESSORS PARCEL NUMBER(S):
209-120-23-00, 209-120-24-00
BENCH MARK
THE BENCHMARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY
CONTROL MONUMENT DESIGNATED AS A 2-112" BRASS DISK MARKED
"CLSB-098" ON THE CURB AT THE SOUTHEAST CORNER OF ORION
STREET AND ORION WAY PER CITY OF CARLSBAD RECORD OF SURVEY
NUMBER 17271. ELEVA T/ON: 338.892 FEET (NGVD-29)
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT/ AMTHEENG/NEEROFWORKFOR THIS PROJECT, THAT /HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THATTHECHECKOFPROJECTDRAWINGSAND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER AND ASSOC/A TES, INC.
ADDRESS: 535 N. HIGHWAY 101, SUITE A
CITY, STATE: SOLANA Bffjj~
:E:.EPHONE: (858) 259-8 'jf/.,«;_, _ tu. pfa.t .,_
. GR~NG,R.C.£ ~
R.C.£ NO.: -=680=7;='5 ______________ _
DA TE: 06-22-2023
REGISTRATION EXPIRATION DATE -==~2~02=~------w.i
. RCE 68075
. 06-30-2
11
POST-CONSTRUCTION BMP TABLE
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
TRASH CAPTURE? HYDROMODIFICA TION?
~ STANDARD STORM WATER REQUIREMENTS ~ YES ~ YES
PRIORITY PROJECT REQUIREMENTS NO NO
MAINTENANCE MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY
SEE OWG. 540-7A FOR ONS/T[ AS 'OCIA TEO WITH THIS 1 EVELOPMENT
INDEX OF SHEETS
1 ........... TITLE SHEET
2 ........... DETAILS
3 ........... SURFACE IMPROVEMENTS
4 ........... UTILITY IMPROVEMENTS
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS.·
-No. 415-9A -CARLSBAD OAKS NORTH PHASE 1 GRADING PLANS
-No. 415-91 -CARLSBAD OAKS NORTH PHASE 2 GRADING PLANS
• No. 415-9J • CARLSBAD OAKS NORTH PHASE 2 IMPROVEMENT PLANS
-No. 415-9X -CARLSBAD OAKS NORTH PHASE 3 GRADING PLANS
-No. 467-4A -IONIS PHARMACEUTICALS GRADING PLAN
DEVELOPER
JONIS PHARMACEUTICALS, INC.
2855 GAZELLE COURT
CARLSBAD, CA 92010
(760) 603-2562
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA GOORDINA TE SYSTEM, NAD B3 (CCS83), EPOCH
1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE
BETWEEN FIRST ORDER CONTROL STATIONS CLSB-97 AND
CLSB-98 BEING A GRJD BEARING OF NORTH 00'30'28" WEST
AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD
OF SURVEY 17271, CITY OF CARLSBAD SURVEY CONTROL,
FILED ON FEBRUARY 8TH, 2002 AS FILE NUMBER
2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY.
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 18
PACIFIC
OCEAN
~-SITE v::---~.1...--, CITY OF VISTA
' 1~:___:Ra4~D'-r-___,----j--
CITY OF ENCINITAS
N.T.S.
TOTAL DISTURBED AREA= 7.14ACRES
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING
PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS
VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WOR.KER
FOOT TRAFFIC, SO/UGRA VEL PILES, UTILITY TRENCHES, BACKFILL CUTS,
AND SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA= 0.04ACRES
TOTAL PROPOSED IMPERVIOUS AREA= 4.83ACRES
"" DAlE tllTIAI.
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE IMPROVEMENT WORK 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. 7472 DATED MARCH 1, 2023.
5. STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SO/LS REPORT AND RECOMMENDATIONS BY GEOCON, INC. PROJECT NO. 06442-32-31A
DA TED OCTOBER 19, 2021 AND RESPONSE LETTER DA TED JANUARY 23, 2023.
7. SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATE NIA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED AUGUST 2002
10. STORM WATER POLLUTION PREVENTION PLAN, PREPARED BY PLSA DA TED NOVEMBER 2022. WDID NO. 9 C ___ .
11. STORM WATER QUALITY MANAGEMENT PLAN, PREPARED BY PLSA DATED NOVEMBER 2022.
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS
CONSTRUCT/ON SITE BMP MANUAL.
DESCRIPTION
RIGHT-OF-WAY.
LOT LINE ....
CENTER LINE ..... .
LEGEND
DWG. NO. SYMBOL
--- --MV-
--CA.-
CONCRETEDRIVEWAY(ALLEYTYPE)(7.5"THICKPCC) ... G-14E. ........ I••::'.,:.--<•'.:;;.:,.: :;-,j
PCC SIDEWALK. .... I ...... *ttG-7. . I ....
QUANTITY
..... 1300 SF. ..
.... 695 SF ...
TRENCH RESURFACING, . .. . . 'GS-25, GS-26 ... I/ / z / 7 /I ..... 370 LF. ....
3"GRINDAND OVERLAY. . ........ I>>>>>>>>>> <<< >>>>>>>I .7380 SF. ..
6" CURB AND GUTTER ...
SAWCUTLINE ...
.. ....... .'"SDRSD G-2. .. .
18" PRIVATE STORM DRAIN PIPE. . .... SDRSD D-60, 0-{}1.
24" PRIVATE STORM DRAIN PIPE. . . SDRSD D-{JO, D-61.
10" PVC FIRE. . . ....... "W-2 ..
2" RECLAIMED METER & BACKFLOW. ....... "W-4, "W-6.
2" POTABLE METER & BACKFLOW .
16" X 10" TEE AND THRUST BLOCK.
8" SEWER MAIN ...... .
8" SEWER CLEANOUT.
10" GATE VALVE. ...
.... ~*W-19 ..... .
.. $-5 .... .
... .'S-6 & S-7.
.**W-21. __ . _.
10" FIRE BACKFLOW PREVENTION ASSEMBLY .. "W-9 ......... .
TRUNCATED DOMES
CURB RAMP-TYPED
..... SDRSD G-30. .. .
..... SDRSD G-31 . .. .
CURB AND GUTTER REMOVAL.... . ...... SDRSD G-lt
SIDEWALK REMOVAL ......... ..
CONCRETE DRIVEWAY REMOVAL. .
WATER LATERAL REMOVAL ...
SEWER LATERAL REMOVAL ....... .
. SDRSDG-lt
---F
---1!1-w+--~
---1!1--~
----►::♦st---w ---
---s __ _,
---s __ _,
®
l@rn®I
.. ·-;)f-W -;)f-
·-*-S -;)f-
. .... 43LF ....
. .. 1250!£ ..
.41LF ....
.6LF. ..
109LF ....
. ..... 1 EA.
... 2EA.
...... 2EA ...
..... 37LF
...... 1 EA ..
.2EA ...
. ... 2EA ..
.... 4EA ..
... 38 LF.
. ... 785 SF ...
..... 1300 SF.
. .... .4 EA .
. ... 2EA ..
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD
DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
DAlE INITIAL DAlE INITIAL
OlHER APPROVAL aTY APPROVAL
'CITY OF CARLSBAD STANDARD
"CARLSBAD MUINIGIPAL WATER DISTRICT STANDARD DRAWING
"' SDRSD AS MODIFIED BY CITY OF CARLSBAD
"AS BUil T"
P.E. EXP. DAlE
REVIEWED BY:
INSPECTOR DAlE
I SH1ET I I SH41S I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
JONIS PHARMACEUTICALS
LOTS 21 & 22
ROW 2022-0736 lln.E SHEET
APPROVED: JASON S. GELDERT
ENGINEERNG MANAGER RCE 63912 EXPIRES 9 ~O /24 DAlE
DYIN BY: PRO..ECT NO. DRAWING NO.
CHKD BY: RVWD BY: SDP2021-0029 540-7
DocuSign Envelope ID: AB3FFD6C-EEEA-433A-9BA9-43EDFF8ECD42
7/20/2023