HomeMy WebLinkAboutDWG 530-8A; CUP 2018-0014; CARLSBAD PERMANENT FIRE STATION NO. 2; 01-109449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550
SD
JOHN MAASHOFF
GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT 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
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POI ICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
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 THE TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING 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 STA TE OF
CALIFORNIA, PR/NC/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 THE COMPLETION OF FIELD TESTS.
12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
13. A PRECONSTRUCTION MEETING SHAii BE Hf/ D AT THE SITE PRIOR TO THE
BFGINNING OF WORK AND SHAii BE ATTENDm BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
14. All INSPECTION REQIIESTS OTHER THAN FOR PRECONSTRIICTION MEETING WIii BE
MADE BY CAIi ING THE £NGINE[R[NG 24 HOUR INSPECTION REOIIEST IINE AT
(760) 438-3891 INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2· 00 PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
15. 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.
16. 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
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
RFGISTERm ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA TEL Y. 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.
19. 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 ASSOC/A TED
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 DR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
21. 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
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 530-BL AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
D:\DRAWING FILES\llllE SHEETS\GRADING TITLE SHEET.DWG RE\IISED:02/15/17
28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, 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 Cl TY ENGINEER.
30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E
AT&T
SPECTRUM CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
"CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
"SAN 0/EGUITO WATER DISTRICT
"LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
32. PERMIT COMPLIANCE REQUIREMENTS:
811
(800)411-7343
(619)237-2787
(800)227-2600
(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
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO COMPLETION OF GRADING WORK THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD
MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
(5) PERMANENT STRUCTURAL BMP INSTALLATION CERT/FICA TE.
(6) PERMITTED WALL FINAL INSPECTION REPORT.
33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
"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 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: BWE
ADDRESS: --=94~4=9~B=A~L=B=OA~A~VE~=SU=l~TE~2~7=0 ___ _
CITY. STA TE:--S=A~N~Dl=E=GO~C=A~9=2~12=3 ______ _
TELEPHONE:-~C~6~19=)~2=9=9-~5=5=5=0 _______ _
BY: NOLAN HUELSMAN DATE: ______ _
(NAME OF ENGINEER)
R.C.E. N0.:_~7=5~44~2~ __________ _
REGISTRATION EXP/RAT/ON DA TE: 03/22/2022
SOILS ENGINEER'S CERTIFICATE
I, JEFFREY T. KENT, PE, GE , A REGISTERED (CIVIL/
GEOTECHNICAL} ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTlFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
OCTOBER 18 , 2017 AND .JANUARY 14 , 2021. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED O THE If~ OF THE CITY
ENGINEER. •m,,,,., 1 //,0
SIGNED: ~'---------------
G.E./P.E.
DATE:
LICENSE EXP/RATION DA TE: 06/30/2022
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTlTIONER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONST.RUCTION ORDER AND
MUNICIPAL PERMIT, LA TEST VERSION.
(PRINT NAME BELOW LINE) DATE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY STANDARD
FIELD SURVEY METHODS FROM INFORMATION GATHERED ON JANUARY 11,
2019 BY SNIPES DYE AND ASSOC/A TES, AND SUPPLEMENTAL BWE TOPOGRAPHY
ON 1/29/21, 3/25/21, 5/12/21. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
215-050-7000
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 6249437.39 E1983732.54.
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SITE KEY MAP
SCALE: 1 "=50'
SHT 2
SHT 3
SHT 6
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
CITY OF VISTA
CITY OF ENCINITAS
LEGAL DESCRIPTION
LOT 1J3
SUBMAP 005434
LA COSTA VALLEY UNIT # 1
PROJECT ADDRESS
1906 ARENAL ROAD, CARLSBAD, CA
92011
REFERENCE DRAWINGS
320-7A. 305.6, SDP86-11,
305-64, 305-6E
DEVELOPER
NAME: CITY OF CARI SBAD
ADDRESS:1635 FARADAY AVE, CARLSBAD
PHONE NO.: (760) 602-2430
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS
SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, NAD83, ZONE 6,
EPOCH 1991.35 BETWEEN
STATION CLSB-069 AND STATION
LSB-037 PER ROS 17271 I.E.
N13'56'58"
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 7631 DA TED: FEBRUARY 19, 2020
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE-UPDATED ADDENDUM TO
GEOTECHNCAL EVALUATION REPORT, FIRE STATION NO. 2 DA TED: 01/14/2021
7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED: CDP 2019-0030
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 02/19/20
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY BWE DA TED APRIL 2021
WD/0 NO.~N~A ________ _
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BYNA M~~N~t~A __ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
RIGHT OF WAY
CENTER LINE
EX. CONCRETE SURFACE
EX. WALL
EX. FIRE HYDRANT
EX. TREE
EX. LIGHT
LEGEND
DWG.NO.
EX. STORM DRAIN MANHOLE
EX. STORM DRAIN
EX. SEWER MANHOLE
EX. SEWER MAIN
EX. WATER MAIN
EX. SDG&E VAULT
EX. GAS MAIN
EX. ELECTRICAL LINE
EX. COMMUN/CATION LINE
EX. FENCE
EX. CURB
EX. CURB & GUTTER
PROP. 6" CURB
RETAINING WALL
RIBBON GUTTER
SDRSD G-01
SDRSD C-02/C-04/C-05
DET. D SHT. 4
SYMBOL
~
0 :a:
SDMHO
-----
SMHO
--S(ab}----
--W---
-c:J-
--G(mol---
--C(mc,J-----
--C(mol---
QUANTITY
124 LF
2,780 SF
296 SF
PRELIMINARY EARTHWORK 9UANTITIES INDEX OF SHEETS
PROP. CONCRETE SIDEWALK
PROP. PCC PAVEMENT
PROP. ASPHALT PAVEMENT
SDRSD G-07
DET. A SHT. 4
DET. B SHT. 4
774 SF
3,334 SF
255 SF
1,040 SF CUT: ZQZ CY SHEET NUMBER DESCRIPTION
FILL: 492 CY 1 TITLE SHEET
IMPORT: CY 2 GRADING PLAN
EXPORT: 215 CY 3 GRADING SECTIONS & ENLARGEMENTS
REMEDIAL: 13.:iQ CY 4 GRADING DETAILS
5 SWPPP TIER 2 TITLE SHEET
6 EROSION CONTROL PLAN
7 MITIGATION MONITORING NOTES
BENCH MARK 8 MITIGATION MONITORING NOTES
DESCRIPTION: R.O.S 17271 PT. NO. 69, 2 1/2" DISK STAMPED "CLSB-069 LS 6215
LOCA T/ON: IN CURB AT THE SOUTHWEST CORNER OF EL CAMINO REAL AND
POINSETTTA LANE 235' FROM THE CENTER OF EL CAMINO REAL
RECORDED: __________________ _
ELEVATION: 272.456 DA TUM: NGVD 29
TOTAL LOT AREA =---~1B=-~12~4~SF ___ _
TOTAL DISTURBED AREA = 14 542 SF
LANDSCAPED AREA PER LANDSCAPE PLANS 1· •••••• ·1 . . . . . . . . ... . . . . .. .
PERMEABLE PAVERS
PROP. STORM DRAIN LINE
PERFORATED SUBDRAIN
PROP. AREA DRAINS
DET. C SHT. 4
SDRSD 0-60
DET. E SHT. 4 0
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD
DRAWINGS (SORSO) UNLESS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD
•• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD
"AS BUILT"
(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
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA = 7 988 SF
TOTAL PROPOSED IMPERVIOUS AREA = 9 128 SF B\V E RCE __ _ EXP, ___ _
CIVIL· STRUCTURAL •SURVEY• PLANNING REVIE\,/ED BY:
3,390 SF
283 LF
87 LF
7 EA
DATE
INSPECTOR DATE
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
t---+---t--------------+---+---+----+---t I SH~ET I CITY OF CARLSBAD I SH~ETS I STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? eg STANDARD STORMWA TER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
B YES (SEE SWMP FOR DOCUMENTATION)
NO
TYPE DESCRIPTION OWNERSffiP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
;:::::=:::::::::~==:::::E::::N::G::::IN=E=ER=IN=G=DE=P=A=R=TM=E=N=T==:::::.-====~
GRADING PLANS FOR:
CARLSBAD PERMANENT FIRE STATION NO. 2
1906 ARENAL RD., CARLSBAD, CA 92009
GR2021-0018
ENGINEERING MANAGER
TITLE SHEET
APPROVED:JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
PROJECT NO.
CUP2018-0014
DRAWING NO.
530-BA
DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA92814145
7/29/2021
7/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550VJ VJ :z f-:s ~ Q_2 w f-> :zo ~8= W2 >-0 0:::: u Q_ _J 2m =:) i~ 0 LL LL oro f-I ::r::o C)r-r) 0:::: LO w C) w s VJ Cl ~ ~ -:::!E ~ ...J w 90.40FL 90.34 TW 87.66 TF ENLARGEMENT "2'' SEE SHEET 3 87.90 FG 87.60 FG 86.18 FL 84.34FL 91.80TC 91.30FS ., . ' ' •' . '· • •• • " • D:\DRA'MNG FlLES\TITLE SHEElS\GRADING TITLE SHEET.DWG REVISED:02/15/17 :•:•:•:•:•:•·······•:•:•:•, ·91 • :.·.·· . . . • 89.70 EG 1~Fc~~r~~s.~oo%~~ti"-~~= I " • 94.53TW 51 90.38FS 89.20TF 89.50FL , ~89.61 RIM ~ 84.98 IE ' 89.70FS -10+ ·. · , lo9% .. r,,,---= 1 •• • 89.00FS ;' 88.:o;s1 I ·_e: • < • 33 ' t ' . . ' • I 85.82TG '34' 84.57FL ~ ~-1,'~29 • • . ' .' · 3.42% . • • • " 85.88 TG 84.39 FL 85.88 TG D 84.34 FL ·: ·: ·: ·: ·: ·: •• 83.66 • •• :a3.53FS SEE SHEET 3 (85.79EG) 90.42TW '5i' 88.68FS ""-JI (85.59EG) 85.09TF 86.70FS FF=85.90 PAD=85.15 I 85.88FS FlRE STATION FF=85.90 PAD=84.73 FF=85.90 PAD=85.15 / 90.26TW@ 86.19FS (85.43EG) 84.93TF ENLARGEMENT "1" SEE SHEET 3 89.99TW@) 85.57FS 84.66TF "'· 85.BBFS .·· • • ....... • ·. A "' .. _"' • • . . ' .. • • • • • .. '
' . . '◄. • 85.BBFS o: · . . i,., ..... ... · . • • SEE RIGHT OF WAY IMPROVEMENT PLANS DWG 530-8 FOR PUBLIC IMPROVEMENTS •"' 89.48TW 1<o1 (84.88EG) ® 85.15FS 84.15TF 85.02FS ._A-,. •, . . . . . "' .,.• . . ·"'. • .i ._, . A • • • . . . , . IE • ,·_t., ·. ""57-/ • ' • • 82.50FS • ' • • • 88.23TW 1<o1 (84.84EG) ® 83.90FS 82.90TF ' • ., • 87.53TW 1<o1 (83.73EG) ® 82.75FS 82.25TF 82.26FS ~;a'\'. 82.10 86.13TW@) 81.30FS 80.BOTF CONSTRUCTION KEYNOTES LEGEND (@) ROOF DRAIN PER PLUMBING PLANS. NOTE THAT SECOND FLOOR NOT SHOWN ON PLANS FOR CLARITY. CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVER (D TREE AND TREE GRATE PER LANDSCAPE DWGS SHEET L-201. AREA DRAIN PER DETAIL J SHEET 4 G) CONSTRUCT ASPHALT PAVEMENT PER DETAIL B, SHEET 4 (l) CONSTRUCT 6" CURB PER SDRSD G-1 G) CONSTRUCT PCC PAVEMENT PER DETAIL A, SHEET 4 @ CONSTRUCT SIDEWALK PER DETAIL SDRSD G-7 @) PERMEABLE BRICK PAVERS PER DETAIL C SHEET 4. MANUFACTURER, COLOR AND PATTERN PER LANDSCAPE DWGS @ LANDSCAPING PER LANDSCAPE DWGS @) CONSTRUCT ACCESSIBLE RAMP WITH HANDRAILS PER ARCHITECTURAL DWGS @ STRIPING ACCESSIBLE PARKING SPACE PER ARCHITECTURAL DWGS @ TRENCH DRAIN PER DETAIL G, SHEET 4 @ TRASH ENCLOSURE PER ARCHITECTURAL DWGS @) STORM DRAIN LINE @ WROUGHT IRON FENCE PER ARCHITECTURAL DWGS @ SLIDING WROUGHT IRON GATE PER ARCHITECTURAL PLANS @ CONSTRUCT DRIVEWAY PER ROW IMPROVEMENT PLANS DWG 530-8 @ AREA DRAIN PER DETAIL E, SHEET 4 @ BOLLARD PER LANDSCAPE PLANS @ 2' WIDE CONCRETE RIBBON GUTTER PER DETAIL D, SHEET 4 @) GATE OPERATOR PER ARCHITECTURAL PLANS @ STEM WALL PER STRUCTURAL PLANS, SEPARATE PERMIT @ 9" WIDE CURB FLUSH WITH PERMEABLE PAVERS PER LANDSCAPE PLANS AND DETAIL J SHEET 4 @ FLAGPOLE PER LANDSCAPE DETAIL 6/L-101. FOOTING PER STRUCTURAL DETAIL C2/S-531 @ GENERATOR ENCLOSURE SECTION PER ARCHITECTURAL SHEET AS401 @ 1' WIDE CONCRETE RIBBON GUTTER PER DETAIL D, SHEET 4 @) TRANSITION FlROM 1' WIDE TO 2' WIDE RIBBON GUTTER @) 4" PVC PERFORATED SUBDRAIN PER DETAIL C, SHEET 4 @) MASONRY RETAINING WALL PER SDRSD C-04, MAX HEIGHT 5'-4" @) MASONRY RETAINING WALL PER SDRSD C-02, MAX HEIGHT 5'-4" @ TRANSITION FlROM TYPE 4 RETAINING WALIL TO TYPE 2 RETAINING WALL @) CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL F, SHEET 4 @) 6" x 3" PVC DOUBLE REDUCING WYE @) CUTOFF CURB OR THICKENED CONCRETE EDGE PER DETAIL H SHEET 4 @ FOOTING WATERPROOFING PER DETAIL I SHEET 4 @) SITE BOLLARD PER ARCHITECTURAL PLANS NOTE: ASPHALT GRIND & OVERLAY TRUNCATED DOMES LANDSCAPED AREA PER LANDSCAPE PLANS CONCRETE CURB & GUTTER CONCRETE CURB SAWCUT LINE GRADING LIMIT STORM DRAIN LINE PERFORATED SUBDRAINAGE BUILDING PAD GRADE BREAK 1········ I ♦ • • • ♦ ♦ • ♦ ♦ ♦ • .. ♦ • . . . .. . . . .. . . . . . . • • • • • • • • • • • • ----Su-----------STORM DRAIN DATA m BEARING LENGTH SLOPE SIZE/TYPE (CLASS) 2 S5 r11'08'W" 16.64' 0.56% 6" PVC {SDR 26) 3 S6"02'37''W" 46.69' 0.50% 6" PVC {SDR 26) 4 S38'57'16"E" 25.14' 0.50% 6" PVC {SOR 26) 5 S38'57'29"E" 27.00' 1.00% 6" PVC (SDR 35) 6 S38'57'17"E" 27.00' 2.50% 6" PVC {SDR 35) 7 S38'57'31 "E" 20.83' 2.50% 6" PVC (SOR 35) 8 S38'57'23"E" 13.81' 8.11% 6" PVC {SDR 35) 9 S5"01'18"W" 4.42' 2.19% 6" PVC {SOR 35) 10 S5"01'18''w'' 22.48' 2.19% 6" PVC {SOR 35) 11 S5'01'18''W" 2.92' 2.19% 6" PVC {SDR 35) 12 S36"26'36'W" 17.20' 3.43% 6" PVC {SDR 35) 18 N20'36'46"E" 9.29' 0.50% 6" PVC (SOR 35) 19 N4'00'17"E" 11.32' 0.50% 6" PVC {SDR 35) PAD ELEVATIONS SHOWN FOR PAD CERTIFICATION PURPOSES ONLY. FOR MORE DETAILED DESIGN INFORMATION, REFER TO STRUCTURAL FOUNDATION PLAN SHEET S-101 WITHIN THE BUILDING PLANS. 10 5 0 10 20 30 '--I __.~f----1 __ 1--1 SCALE: 1 "= 1 O' "AS BUILT" B\VE RCE __ _ EXP, ___ _ DATE CIVIL·STRUCTURAL •SURVEY• PLANNING REVIEl.'ED BY: INSPECTOR DATE fSHm7 CITY OF CARLSBAD I SH~ETS I 1----1----+-----------------+-----<---+----+------1 ~ ENGINEERING DEPARTMENT 1----1----+----------------+----l---+--+-----I DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD PERMANENT FIRE STATION NO. 2 1906 ARENAL RD., CARLSBAD, CA 92009 GR2021-0018 GRADING PLAN ENGINEERING MANAGER RVWD BY:.:::t:::="=::'..... CHKD BY: APPROVED: JASON S. GELDERT RCE 63912 EXP. 9/30/22 DATE PROJECT NO. CUP2018-0014 DRAWING NO. 530-BA DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA928141457/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550SCALE: HORZ - 1" = 10'VERT - 1" = 10'SCALE: HORZ - 1" = 10'VERT - 1" = 10'SCALE: HORZ - 1" = 10'VERT - 1" = 10'SCALE: HORZ - 1" = 10'VERT - 1" = 10'NO SCALENO SCALELEGEND CONCRETE PAVEMENT ASPHALT PAVEMENT PERMEABLE PAVER 17 ASPHALT GRIND & OVERLAY TRUNCATED DOMES m-till1-ttttB 1:m ......... Jmnnnnrn LANDSCAPED AREA PER LANDSCAPE PLANS CONCRETE CURB & GUTTER I.:.:.:.:<.:.>>>>:.>> :1 t+tttttttttttt. CONCRETE CURB SAWCUT LINE GRADING LIMIT STORM DRAIN LINE ----SI>----PERFORATED SUBDRAINAGE BUILDING PAD GRADE BREAK -------T PROPOSED SLIDING GATE FL PER DWG 530-8 LIMIT OF\ WORK FS PER I I DWG I PROPOSED PERMEABLE BRICK PAVERS -530-8 EX. \ T 90.58FS PAVEMENT \ ln-.L.=t"---+~=P=ER==PLAN==-~~t'.l~.::~~P'j.,:E:::._R PROPOSED PAVEMENT 7---iOV PLAN DWG 530-8 PROPOSED DWY IMPROV. PLAN DWG 530-8 PER IMPROVEMENT PLAN DWG 530-8 SECT/ONA-A FL PER DWG 530-8 LIMIT OF\ WORK T TG PER PLAN t 530_8 I 86.88FS PROPOSED SURFACE BAY DOOR {FS PERI DWG EX.\ I PAVEMENT PER p,,., FF PER -\_-• ..,,,, PLAN PROPOSED PROPOSED PAVEMENT -7,:_ -: -_ ~ SURFACE PER IMPROV PLAN DWG 530-8 PROPOSED PER IMPROVEMENT PROPOSED DWY PLAN DWG 530-8 TRENCH DRAIN PER IMPROV. PLAN DWG 530-8 FL PER DWG 530-8 LIMIT OF\ WORK SECTION 8-8 T TG PER PLAN I DWG I 86.20FS BAY DOOR {FS PER I EX. I 530-8 PAVEMENT \ _ _ PER PLAN ~LA~ER PROPOSED SURFACE PROPOSED PAVEMENT ~7.;; _-_\• PER IMPROV PLAN DWG 530-8 PROPOSED PER IMPROVEMENT TRENCH DRAIN PROPOSED DWY PLAN DWG 530-8 PER IMPROV. PLAN DWG 530-8 FL PER DWG 530-8 LIMrr OF\ WORK SECTION C-C ROW t 530_8 I 85.51 FS [FS PERI DWG EX.\ I FF PER PAVEMENT ~ PE~N PLAN PROPOSED PAVEMENT -7=~-:;:-PER IMPROV PLAN DWG 530-8 \_ PROPOSED DWY PER IMPROVEMENT PER IMPROV. PLAN DWG 530-8 PLAN DWG 530-8 SECTION D-D D:\DRAWING FIL.ES\TITI..E SHEETS\GRADING TITLE SHEET.DWG REVISED:02/15/17 BAY DOOR PROPOSED SURFACE I I FIRE STATION FF=85.90 PAD=84.73 "' /:,. 85.88FS t,. "' 1.81% "' /:,. t,. 86.29TC 85.79FS ...,t,. ~--"' t,. t,. "' /:,. "' t,. t,. /:,. /:,. "' 2 4:, t,. Jj "' t,. "' ~ /:,. ,dp. CONSTRUCTION KEYNOTES (@ ROOF DRAIN PER PLUMBING PLANS. NOTE THAT SECOND FLOOR NOT SHOWN ON PLANS FOR CLARITY. (D CONSTRUCT ASPHALT PAVEMENT PER DETAIL B, SHEET 4 @ CONSTRUCT 6" CURB PER SDRSD G-1 @ CONSTRUCT SIDEWALK PER DETAIL SDRSD G-7 @ LANDSCAPING PER LANDSCAPE DWGS L ~ 3 STEPS @ 5" • • • • • • "' @) CONSTRUCT ACCESSIBLE RAMP wrrH HANDRAILS PER ARCHITECTURAL DWGS @) STRIPING ACCESSIBLE PARKING SPACE PER ARCHITECTURAL DWGS @ WHEELSTOP PER ARCHITECTURAL DWGS I ~ ~ • • • • FF =85.90 PAD=85.15 85.88FS 85.90 FF 85.88 FS 85.79FS 85.82FS -I 83.81FS ---'-85.81FS .-I -1 ---0 -8.00% -_ rnll!!l r< 01 ': '-:!.I ~ '-"1 : ·.94' . -_i;e__ --ffc=clal ~-g;§~j·~*gFS~-===c======::::::::::-;,::a~:c=RO=W=c==-=:==:::'-=:'::~"7'1:"==1"".42g%~'c==~ C + + • 43 ,1 !> 85.25FS 82.52FS 85.73FS 2 -.1-'-,,++++I-~ -----RO ---• . TYP. !~ -·l?·--1~ 82.59FS 84.22TC'z' 83.72FS~<1 @ A 83.46FS 6" CURB OPN'G /:,. -<l..er--~ _/:,.(D---<&-j__;, @) STORM DRAIN LINE @ EV CHARGING STATION PER ELECTRICAL PLANS, SEPARATE PERMIT @) GATE OPERATOR PER ARCHrfECTURAL PLANS @ HANDRAIL PER ARCHITECTURAL PLANS @ CONSTRUCT STORM DRAIN CLIEANOLIT PER DETAIL F, SHEET 4 @) GATE PER ARCHITECTURAL PLANS @MASONRY RETAINING WALL PER SDRSD C-05, MAX HEIGHT 5'-4" @ MONOLITHIC WALKWAY AND WALL. DETAIL PER BUILDING PLAN w z ~ FIRE STATION NO. 2 ADJACENT PROPERTY 92.57 TW MASONRY RETAINING WALL PER SDRSD-C-04, MAX. HEIGHT IS 5'-4" 0.5' (E) WOOD FENCE 90.10 (EG) I ' 83.58FS , • 83.72TC 83.40TC k ,, /-_ . 83.6~~~ -8 3 6 5 F8S3.22FS 82.90FS C ' !~ ,:~ -~ 8;, 75~C: i ' . ',/ 3 1 /8" PERMEABLE THICK CONCRETE PAVER. HS-20 RATED AQUA PAVE OR APPROVED EQUAL PATTERN AND COLOR PER LANDSCAPE PLAN. 89.23 TF (E) srrE WALL ll ____ 1~~'21·~':J~~~!:1r&c~=-=-=-=-=--------~-=-=-=~-r~2-:!~-~:~~L'-::--:J~~';,--"~~.c-~+i~' ~_:._;._:.__:.__:_:~_:._~~-=-=_:._l~~~~~~C:82f:.7~5~TCt~.i~i~;-~_~_f_=:~;~~~25~Flf_~_-~---~-(-:_--_-~_-:-_=--~-~---~-1-1 _ - ----82.39FS --_ FOOTING TO BE CONSTRUCTED ON FIRE STATION PROPERTY I I - - ---1 I, ~-1111 I 1_111 I I 1_11 -I I 1_111,, 1 SECTION F-F ~~...). J;-7-~?r1...~ ~~--------~ -.........--FOOTING ASSUMED TO BE ON NEIGHBOR'S PROPERTY I I I I • • + • + ' C ·-<&. + • ' . r !fu.98 FS 10+19.90 90.34 TW 88.99 FS ~clQ±..1~ _87.66 TF@ 90.34 -I 88.93 FS I -87. 6 TF 4 10+20.89 ~ _.90.34 TW'2§; -89.00 FS 87.66 TF A I 10+32.04 -90.30 TW 89.00 TW -89.00 FS _ 4 A 89.30 FG@) 87.66 TF 86.99 TF ~89.0 TW -~88.78 FS 85.66 TF SEE RIGHT OF WAY IMPROVEMENT PLANS DWG 530-8 FOR PUBLIC IMPROVEMENTS 90.34 TW 89.00 TW@ 88.82 FS 87.66 TF 89.00 TW 88.70 FS@ 87.66 TF I I ENLARGEMENT "1" I I I I I I I I 10+00 /89.00 TW@) I 88.70 FS I 87.66 TF I I 5 2.5 0 5 10 15 ~I ~~--1 __ 1-----<1 FIRE STATION FF=85.40 FIRE STATION NO. 2 MASONRY RETAINING WALL PER SDRSD-C-04, MAX. HEIGHT IS 5' -4" 3 1 /8" PERMEABLE THICK CONCRETE PAVER. HS-20 RATED AQUA PAVE OR APPROVED EQUAL. PATTERN AND COLOR PER LANDSCAPE PLAN. 1' CONG. SWALE ON FIRE STATION PROPERTY 0.5' 84.65 FS w z ~ ~ "--~ "--I I ADJACENT PROPERTY (E) WOOD FENCE 84.88 (EG) (E) SITE WALL FOOTING ASSUMED TO BE ON NEIGHBOR'S PROPERTY SECTION E-E 11 AS BUILT" RCE __ _ EXP, ___ _ DATE ®10+48.04 + 89.00 TW ®10+56.58 '89.00 TW 4 88.85 FS1 ·85.00 FG 10+60.58 'SB' 89.00 TW~ 88.78 FS 87.66 TF I I I SCALE: 1 "=5' B\VE CIVIL• STRUCTURAL• SURVEY• PLANNING REVIE',/ED BY, C 89.00 FS 88.5 FG 86.99 TF 83.61 TF • 1,. 87J1 7J • . + . • • SEE RIGHT OF WAY IMPROVEMENT PLANS DWG 530-8 FOR PUBLIC IMPROVEMENTS ENLARGEMENT "2" INSPECTOR DATE ~ CITY OF CARLSBAD I SH~ETS I 1-------1---+----------------+----+--+-------11-------1 L__2_j ENGINEERING DEPARTMENT l-------l----+-----------------+----+--+------/1--------1 1-------1----+-----------------+----+--+-------,1--------1 GRADING PLANS FOR: CARLSBAD PERMANENT FIRE STATION NO. 2 1906 ARENAL RD., CARLSBAD, CA 92009 1-------1----+-----------------+----+--+-------,1--------1 GR2021-0018 GRADING SECTIONS AND ENLARGEMENTS DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED:JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE RVWD BY: __::i::::c'=c:'.'._ CHKD BY: $-1/ PROJECT NO. CUP2018-0014 DRAWING NO. 530-BA DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA928141457/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550
REINFORCEMENT
PLACED MID HEIGHT
PER TABLE BELOW
X" CONC
X" CLASS II
AGGREGATE BASE+---
COMPACT UPPER
12" OF SUBGRADE
PER SPECIFICATIONS ~-
NOTES:
1. CONSTRUCT JOINTS PER SDRSD G-10.
COMPACTED TO RELATIVE
COMPACTION OF 95%
2. CONCRETE SHALL BE 560-B-3250 WITH A MODULUS OF RUPTURE OF AT LEAST 600 psi.
3. THE PAVEMENT SECTIONS SHOWN ARE BASED ON THE ASSUMED R-VALUE OF 10. R-VALUE
TESTS SHALL BE PERFORMED ON BULK SAMPLES OF THE SOILS THAT ARE EXPOSED AT THE
FINISHED SUBGRADE ELEVATIONS AT THE COMPLETION OF THE MASS GRADING OPERATIONS. IF
MATERIAL WITH LOWER R-VALUES ARE FOUND, INCREASED PAVEMENT SECTIONS WILL BE
REQUIRED.
PCC AGGREGATE REINFORCEMENT BASE
SIDEWALKS -(SDRSD G-07) 4" --
FIRE LANE / TRASH TIRUCK APRON 1 o" 6 #4 @ 18"
C) CONCRETE PAVEMENT
4" ASPHALT
CONCRETE
.'s"c...,..,..-7" AGGREGATE
-------~ BASE - - - -ITT ITT ITT m_ (SEE NOTE 1)
THE UPPER Z" OF SUBGRADE
(SEE NOTE 1)
NOT TD SCALE
NOTES:
1. SUBGRADE AND BASE SHOULD
BE COMPACTED TO 95% RELATIVE
COMPACTION IN ACCORDANCE
WITH ASTM D 155 7
2. ALL MATERIALS MUST COMPLY
WITH THE SPECIFICATIONS
(9 ASPHALT PAVEMENT
3 1 /8" PERMEABLE THICK
CONCRETE PAVER. HS-20
RATED AQUA PAVE OR
APPROVED EQUAL. PATTERN AND
COLOR PER LANDSCAPE PLAN.
4" PVC PERFORATED
SUBDRAIN, LOCATION PER
PLAN lYP. 0.3% MIN SLOPE
NOTES:
FILTER FABRIC (MIRAFI
HP370 OR EQUAL)
NOT TD SCALE
3 1/8" f j f 2'' ASTM NO. 8 AGGREGATE
(BEDDING COVER)
4" ASTM NO 57
1 O" NO. 2 AGGREGATE
3" ABOVE BOTTOM
FILTER FABRIC (MIRAFI
HP370 OR EQUAL)
1. ALL STONE LAYERS MUST BE CLEAN AND FREE OF FINE GRANULAR MATERIAL.
2. PERMEABLE PAYERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
3. CONTRACTOR SHALL SLOPE SUBGRADE TOWARDS LOWEST PAVER SUBDRAIN.
4. CONCRETE CURB SHALL BE PLACED AT EDGES OF PAVER AREAS ADJACENT TO ASPHALT PAVING AND
PLANTERS/DIRT/DG AREAS, CIRCULAR UTILllY BOXES, VAULTS, CLEANOUTS & MANHOLES.
5. JOINT BETWEEN PAYERS SHALL BE PER MANUFACTURE'S RECOMMENDATIONS AND VARIES 3/8" TO 1/2". FILL
STONE SHALL BE ASTM GRADATION NUMBER 8, 89 OR 9.
6. SUBGRADE SHALL SLOPE AWAY FROM WALLS AND STRUCTURES TOWARDS SUBDRAINS.
C PERMEABLE BRICK PAVER DETAIL
NO SCALE
f---PER PLAN -----j
PROPOSED PAVIERS I _i!.._ ~ ~ I PROPOSED PAYERS
6" CONCRETE SWALE]
D 1' OR 2' CONCRETE RIBBON GUTTER
NOT TO SCALE
D:\DRAWING FILES\TlTlE SHEETS\GRADING TITLE SHEET.DWG RE\IISED:02/15/17
TOP OF GRATE
SLOP£ SEE NOTE #1
TO DRAIN
6" NOS ATRIUM GRATE
OR APPROVED EQUAL
PVC RISER --+--
WHERE REQUIRED
WYE
FLOW
45· BEND
STORM DRAIN
SIZE PER PLAN
FLOW
FL PER PLAN
NOTES:
1. CONTRACTOR TO ADJUST RIM ELEVATION TO 2" BELOW ADJACENT SIDEWALK PAVING, OR
AS NEEDED TO FACIUTATIE DRAINAGE
C)
-
CAP
AREA DRAIN
NOT TO SCALE
LABEL COVER SD FOR STORM DRAIN
AND SS FOR SEWER
lfL----+----41 •
'• .. "
WYE
SEWER/DRAIN PIPE-
SIZE AS SHOWN ON
~7----1--~ PLANS
ELEVATION
PLAN
CLEANOUT W/ NO CHANGE IN DIRECTION
CAP
1 • e---+-----'i I •
18" 15" ~----,,· •_·_· '--it-,=±=.a
LABEL COVER SD FOR STORM DRAIN
AND SS FOR SEWER
t ..
•
45· WYE
SEWER/DRAIN PIPE-
SIZE AS SHOWN ON
PLANS
CONTINUATION WHERE
SHOWN ON PLANS
ELEVATION
CONTINUATION WHERE
SHOWN ON PLANS
NOTE:
I ---SEWER/DRAIN PIPE-SIZE AS t SHOWN ON PLAN
45·-1/8 BEND OR
AS NECESSARY
45· WYE OR DOUBLE WYE
6" CLEANOUT RISER. ADD REDUCER AS NEEDED
UNLESS OTHERWISE NOTED ON GRADING
AND UTILITIES PLANS
CLEANOUT W/ CHANGE IN DIRECTION
F SEWER STORM CLEANOUT
NOT TO SCALE
II I I I I I I I I I I II
l 0 0 -~ ~ -0 0 0 0 0 0
20"
17"
D ' 0 0 0 0 0 ---~ ----0 0
I LJ I LJ LJ I LJ I
80"
r 4" MIN.
12"1
7 ' •
•
' INVERT
" 0
• 4
. 0 • SLAB ,,
• • ~ . ., ' . • THICKNESS " .
(/
I 'A'
l
I I
" " " 0 I 0 I 0 I 0
"' 0 0 0
I I
1 'B'
l
. . ·· ·.· · .. . .. 4" OF AGGREGATE BASE
[__20·----i ~~~~~~~~'%~ ~~r:Agi~~? TO 95% NOTE:
DIMENSIONAL UNITS ARE SHOWN AS (INCHES AND [MM])
CONCRETE PAVEMENT
PER DETAIL "A"
12" OF ENGINEERED FILL
COMPACTED TO 100%
ASTM D1557
6" MOW CURB
G TYPICAL TRENCH DRAIN ZURN Z87 4-12
CONCRETE PAVEMENT
PER DETAIL "A"
NOT TD SCALE
PERMEABLE PAVER. SEE DETAIL
"c"
CONTINUOUS #3 BARS MIN 12" LAP
WOVIEN FABRIC (MIRAFI
HP370 OR EQUAL)
PERMEABLE PAYERS
PER DETAIL "c"
%
WOVEN FIBRIC (MIRAFI
HP370 OR EQUAL)
2' ----i •
MOW CURB
•
•
.
' .
•
o 4
"
• ..
C)
TIRASH ENCLOSURE
WAUL
CUTOFF CURB (PRIVATE)
CONCRETE PAVEMENT
PER DETAIL "A"
" •
"1/,1/,1/,1/,1/, yyyyy
" •
1/,~~~¼ 24" +/-
SEE BUILDING PLAN
STRUCTURAL DETAILS
FOR FOOTING DETAILS
NOT TO SCALE
THICKENED CONC EDGE
/ NEEr-.L",H TREE
/ GRATE
1 I C!.Ef\N-W/,SHE:D
/; PF.AfiRA'JEL AFTER
PERMEABLE CO\JCRETE l
PA"VERS-DETAIL C
/ PLANTI\IG IJN(lER
I / GP.ATE
NOTE:
I '
2·-0·
LU*. -_J '·~f/-l C(.)t<II\JUUU!;; Ill ~I ,,ROUOO GRATE
= ill::'-....._ CONCRETE P.'.VER CURB
Tl _-'"°'
+-----+" ++-em==i U
---._ l;t~ CONTINUOUS
TOP .liJID OOTTCM
SEE LANDSCAPE PLANS DWG 530-BL FOR DESIGN INFORMATION OF
TREE GRATE, MOW CURB, AND PROTECTION POSTS.
J TREE GRATE MOW CURB
NOT TD SCALE
"AS BUILT"
TRASH ENCLOSURE WALL FOOTING B\V E NOT TO SCALE RCE __ _ EXP, ___ _ DATE
CIVIL· STRUCTURAL •SURVEY• PLANNING REVIE\,/ED BY:
INSPECTOR DATE
fSHm7 CITY OF CARLSBAD I SH~ETS I
t----+--+----------------+----+---t----+-----1 ~ ENGINEERING DEPARTMENT
l-----+--+----------------+----+--1-----+----I
1-----+--+----------------+----+--1-----+----1 GRADING PLANS FOR:
CARLSBAD PERMANENT FIRE STATION NO. 2
1906 ARENAL RD., CARLSBAD, CA 92009
1-----+--+----------------+----+--1-----+----1 :=G=R2=0=2=1-=0=0=18=======G=RA=D=IN=G===DE=T=A=IL=S======:::;
APPROVED:JASON S. GELDERT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE
RVWD BY:~
CHKD BY:<¥£
PROJECT NO.
CUP2018-0014
DRAWING NO.
530-BA
DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA92814145
7/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550JOHN MAASHOFFTIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) CITY OF OCEANSIDE TH£ FOLLOWING GENERAL SIT£ MANAGEMENT REQUIREMENTS SHALL 8£ ADHERED TO EROSION CONTROL HYDROS££DING, PLANTING AND /RR/GA TION HIGHWAY 78 THROUGHOUT TH£ DURATION OF TH£ CONSTRUCTION WORK {YEAR ROUND). . . l 'i>J,i 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL ~ 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: JASON BOYENS FROM: BARNHART-REES£ BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 Of' THE STANDARD .◄ ._··:-~ ~ CONSTRUCTION AT {760} 707-2872. • 17 SPECIF/CATIONS AND TH£ FOLLOWING: \ ~ '/ .,,.~ NOT TO 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT 8£ MOVED OR MODIFIED A HYDROS££DING SHALL 8£ APPLIED TO: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE v' / " i,\ SCALE WITHOUT TH£ APPROVAL Of' TH£ £NG/NEERING INSPECTOR. 1 ALL SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR -<f. di '< y c..,.1/1 J. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER STEEPER WHEN THEY AR£: Erosion Control SedimentControlBMPs Tracking Non-Storm Water Waste Management and Materials f~·-·-~ 0 ~ a. THREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO PUBLIC BMPs Control BMPs Management BMPs Polfutton Control BMPs TO TH£ SATISFACTION Of' TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. WALL OR STREET. ·. ~~~~:: ,, I:· 1'i CITY OF VISTA b. ALL SLOPES 4 FEET OR MOR£ IN HEIGHT. C: -ROM> 4. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£ C: C: .!;> --"0 .!;> .!;> -~ "0 C: ~ ~ >ALOMAR -, ~'?-~~)..-~ REQUIRED BY TH£ CITY ENGINEER DU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORS££N -~ 0, 0 " "0 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF TH£ -~ ., C: 0 0 -~ .!:; t E 6 E 6 ~ 0 .s .s .9, ~ CIRCUMSTANCES WHICH MAY ARISE. j ~ -"0 " " ~ \ ~~ FOLLOWING CONDITIONS EXIST: ~ "0 ., 0, ... " -.!:; ~ 1::-0, -~Q ~o C: ., .!:; .E :s ., "' " §'! 0 C: ., ., o~ 0, g. " (5 !!? -'~~ ~< \ 5. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR ~ o,; C: ., C: i;; i;; C: .!;> i-., a. Best Management Practice' " .!:; Ct, & 8 CITY OF C: 0, 0, "' " ., ~ ~! -"' ~ 0 --i1: TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS GENERAL LANDSCAPING) WITHIN 60 DAYS Of' ROUGH GRADING. .Q~ ~ ~ .!:; E "' ., "' dl .!:; ., "0 "' i "0 ., ::i, C: " C: C: ~ y n SAN (BMP) Description ➔ tl ., "' ~ e "' ~ .~ C: c:, !!? -" ., " " ROi>Jl ~ " 0 0 ~-S "0 §_§ i~ ~} -"It' '(51 ,., GA \ MARCOS CONDITION. -" ~ Q) 0 -c-~ 0 0, " :, E ., E b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS §'! 0, "" ai c:, Ct, g, ~~ ., " ~ ::i, c:, 0, C: 0:: _E -~ :§ ~ ~ "" .__ 0 " -" HIGHL Y VISIBLE TO TH£ PUBLIC. ~ .5:; " 1il :5 -~ ~ ~~ ·-"' ;.:: :1t .,,-~-£ ~ "-e 0, ~ 0, ~ 0, e " .§ "" 1 ., :, ,g ;":;;:, (I) 0 .!::! 6 ~e ~~ -"0 0 i;; ·-"0 .,--~ ~ 0 0 --"0 0 oo oO ~ 6. GRADING AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE g. ~ a .0 ... .0 0 -g C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY } 0 0 ... 0 -"0 .. ls ] ~~ 0 0, --<:. " -o -0 :=: c:: ·-C: " C: C: C: Of' SLOPE AT TH£ CONCLUSION Of' EACH WORKING DAY. rt~ c'.!l i i!3c5 1ii ~ ~ 6 ~ ti~ -C: .8 0 itt cl:'.t 0 §o "-0 -b}-8 <50 oo oo ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. "' -"'0:: 0.. ::,, "' ::,, "' "' ::,, J:: ::,, (.) ::,, ,::; 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL 8£ IN PLACE AT TH£ £ND Of' EACH WORKING CASQA Designation ➔ "' .... " "' 0, -..., " "' c:, "' ..., r-.. "' -"' ..., .... "' <O "' IT # 8 HYDROS££DING AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH TH£ --.... "' <O ---I I I I I I I AVE "! DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT I I I I I I ~ ~ ~ ~ ~ ~ ~ ~ I I I I I I AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. FOLLOWING CRITERIA: Constructton Activity ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i i i i i i i OCEAN 'ii-~ ~ 1 ALL SLOPES THAT AR£ GRADED 6: 1 OR STEEPER AND THAT AR£: ~ ~ 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ /RR/GA TED BY HAND Gradina/Soil Disturbance A / X X ~ ~\ ~ ~ WATERING FROM QUICK COUPLERS/HOSE BIBS OR A ) Trenchina/E.xcavation )< X ) )( > V 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY CONVENTIONAL SYSTEM Of' LOW PRECIPITATION SPRINKLER StockpilinCI X X X CITY OF ENCINITAS~ INSTALLED. THIS INCLUDES ALL BUILDING PADS. UNFINISHED ROADS. AND SLOPES. HEADS PROVIDING 100% COVERAGE. Dril/ina/Borina b. GREATER THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A Concrete/Asphalt Sawcuttinq )( 10. ADEQUATE PERIMETER PROTECTION BMPs MUST 8£ INSTALLED AND MAINTAINED AND CONVENTIONAL SYSTEM Of' LOW PRECIPITATION SPRINKLER HEADS VICINITY MAP WILL 8£ UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAGE x Concrete Flatwork ~ V IV V V DURING RAIN EVENTS. Paving X " , IV V V 2 AREAS SLOPED LESS THAN 6:1 SHALL 8£ IRRIGATED AS APPROVED BY X Conduit/Pipe Installation " IV IT. ADEQUATE SEDIMENT CONTROL BMPs MUST 8£ INSTALLED AND MAINTAINED. TH£ CITY ENGINEER, PRIOR TO HYDROS££DING. TH£ DEVELOPER SHALL Stucco/Mortar Work 12. ADEQUATE BMPs TO CONTROL Of'FS/TE SEDIMENT TRACKING MUST 8£ INSTALLED AND SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO TH£ CITY x Waste Disposal y X X MAINTAINED. ENGINEER. TH£ PROPOSAL SHALL 8£ SPECIFIC REGARDING TH£ Staqinq/Lay Down Area A X 13. A MINIMUM Of' 125% OF TH£ MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO NUMBERS. TYPE, AND COSTS Of' TH£ ELEMENTS Of' TH£ PROPOSED SYSTEM. Eauioment Maintenance and Fuelina PROTECT TH£ EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES. 3 /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF TH£ SOIL AT TH£ Hazardous Substance Use/Storaae MUST 8£ STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL OPTIMUM LEVEL FOR TH£ GRADING Of' TH£ HYDROS££D£D GROWTH. Dewaterina STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs AR£ NOT CONSIDERED Site Access Across Dirt TO 8£ "EXPOSED' FOR PURPOSES Of' THIS REQUIREMENT. C HYDROS££DING MIX SHALL CONSIST OF ALL Of' TH£ FOLLOWING: Other (/;st): 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION 1 SEED MIX SHALL CONSIST Of' NO LESS THAN: Instructions: PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF a. 20 lbs. PER ACRE Of' ROS£ CLOVER 1. Check the box to the left of all applicable construction activity {first column) expected to occur during construction. APN: 2150507000 TH£ SIT£ WITHIN 48 HOURS Of' A PREDICTED STORM £VENT (A PREDICTED STORM £VENT b. 20 lbs PER ACRE OF ZORRO FESCUE 2. Located ala~ the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one C. Jibs PER ACRE Of' £ SCHOOL CIA CALIFORNICA IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE d. 4 lbs PER ACRE Of' ACHILLEA MILLEFOLIA or more BM s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. FORECAST}. ON REQUEST, TH£ OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF' e. 3/bs PER ACRE Of' AL YSSUM {CARPET Of' SNOW} 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. OF THIS CAPABILITY. f. 1/2 lb. PER ACRE IF DIMORPHOLECA 15. DEPLOYMENT Of' PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE g. ITEMS c, d, e, AND f Of' THIS SUBSECTION MAY BE OMITTED ON AS SOON AS SLOPES AR£ COMPLETED. TH£ OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL SITE ADDRESS: ON TH£ ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION Of' SLOPES THAT STRUCTURES. HA VE BEEN COMPLETED. h. ITEM a Of' THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY 1906 ARE.NAL ROAD, CARLSBAD, CA 92009 16. TH£ AREA THAT CAN 8£ CLEARED, GRADED, AND LEFT EXPOSED AT ON£ TIM£ IS DRILLING OR BROADCASING BEFORE HYDROS££DING. LIMITED TO TH£ AMOUNT Of' ACREAGE THAT TH£ CONTRACTOR CAN ADEQUATELY PROTECT i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO TH£ JOBS/TE PRIOR TO A PREDICTED RAIN £VENT. FOR LARGER SITES, GRADING SHOULD 8£ PHASED. IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT IT MAY 8£ NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT Of' FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, AREA OF DISTURBANCE AR£ NOT COMPLETED, BUT AR£ NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTAINERS. IS ALLOWED TO PROCEED, AT TH£ DISCRETION Of' TH£ CITY INSPECTOR. j NON-PHYTO-TOXIC WEmNG AGENTS MAY 8£ ADDED TO TH£ HYDROS££D SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED AREA OF DISTURBANCE 14,542 S.F. MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MOR£ DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lJJH sumctENT. BMPs NEED TO 8£ 2 TYPE 1 MULCH APPLIED AT TH£ RA TE OF NO LESS HAN 2000 lbs PER INSTALLED IN THESE AREAS. ACRE TYPE 6 MULCH {STRAW} MAY 8£ SUBSTITUTED, WHEN STRAW IS USED, {THIS AREA INCLUDES BUT IS NOT LIMITED TO IT MUST 8£ ANCHORED TO TH£ SLOP£ BY MEGHAN/CALLY PUNCHING NO LESS OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS 18. BMPs MUST 8£ STOCKPILED AT VARIOUS LOCATION THROUGHOUT TH£ PROJECT SIT£ THAN 50% IF TH£ STRAW INTO TH£ SOIL. AND TEMPORARY DISTURBANCE SUCH AS VEHICLE THROUGHOUT TH£ YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER Of' A RAIN AND EQUIPMENT STAGING AREAS, CONSTRUCTION WITHIN A THREE {3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs AR£ 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE Of' RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH WITH 15% SULPHUR APPLIED AT TH£ RA TE Of' 500 lbs. PER ACRE. TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) THIS REQUIREMENT COULD RESULT IN THE ISSUANCE Of' A STQP l+VRK NOVCE OR OTHER ENFORCEMENT ACTION. D AREAS TO 8£ HYDROS££D£D SHALL 8£ PREPARED PRIOR TO HYDROS££DING: 1 ROUGHENING TH£ SURFACE TO 8£ PLANTED BY ANY OR A CONSTRUCTION THREAT: 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST 8£ INSPECTED WEEKLY AND COMB/NA TION OF: PRIOR TO A FORECASTED RAIN £VENT Of' GREATER THAN 50%, AND AFTER A RAIN £VENT. a. TRACK WALKING SLOPES STEEPER THAN 6: 1. CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: IN ADDITION, TREATMENT CONTROL BMPs MUST 8£ SERVICED AS NEEDED THROUGHOUT b. HARROWING AREAS 6: 1 OR FLATTER THAT AR£ SUFFICIENTLY TH£ YEAR. FRIABLE 181 HIGH □ MEDIUM 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY Of' TH£ FOLLOWING OWNER'S CERTIFICATION: 20. IF SELECTED BMP FAILS DURING A RAIN £VENT, IT MUST 8£ REPAIRED OR IMPROVED CONDITIONS EXIST.· OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP I UNDERSTAND AND ACKNOWLEDGE THAT I MUST.· (1) IMPLEMENT OWNER/APPLICANT: FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR TH£ CIRCUMSTANCES IN WHICH BIT NOT SATURATED SEED BED. IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFOR£ PUT A MOR£ ROBUST BMP b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING BEST MANAGEMENT PRACTICES {BMPs) DURING CONSTRUCTION ACTIVITIES NAME: CITY OF CARLSBAD TO TH£ MAXIMUM EXTENT PRACTICABLE TO A VOID TH£ MOB/LIZA TION Of' MEASURE IN PLACE COVERING SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FOR POLLUTANTS SUCH AS SEDIMENT AND TO AVOID TH£ EXPOSURE OF STORM ADDRESS: 1635 FARADAY A VE GROWTH. TELEPHONE NO.: {760) 602-2430 21. ALL CONSTRUCTION EMPLOYEES MUST 8£ TRAINED ON TH£ IMPORTANCE Of' STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. £ HYDROS££DING AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE THROUGHOUT THE DURATION Of' THE CONSTRUCTION ACTIVITIES UNTIL THE WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (1 ADHERE TO, AND EMERGENCY CONTACT: HYDROSEEDING IS TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER CONSTRUCTION S'NPPP COMPLETED AND ALL BONDS RELEASED. CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY TH£ CITY Of' CARLSBAD. NAM£: JASON BOYENS 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND 8£ STABILIZED, PLANTED ADDRESS: 10805 THORNMINT RD. SAN DIEGO, CA 92127 WEATHER TRIGGERED ACTION PLAN AND/OR HYDROS££D£D WITHIN TEN {10} DAYS Of' TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TELEPHONE NO.: (760) 707-2872 TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 3. SHOULD GERMINATION Of' HYDROS££D£D SLOPES FAIL TO PROVIDE EmCIENT OWNER(S)/ OWNER's AGENT NAM£ {PRINT) DAT£ TH£ DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COVERAGE Of' GRADING SLOPES {90% COVERAGE) PRIOR TO OCTOBER 1, TH£ SLOPES SHALL COMPLETELY PROTECT TH£ EXPOSED PORTIONS Of' TH£ SIT£ WITHIN 48 HOURS Of' A PREDICTED STORM £VENT { A PREDICTED STORM £VENT IS DmNED AS A FORECASTED, 40% 8£ STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY OWNER(S)/ OWNER's AGENT NAM£ (SIGNA TUR£) DAT£ TH£ PUBLIC WORKS INSPECTOR. CHANCE Of' RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, 4. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY B\VE NON-STORM WATER CONTROL, WAST£ MANAGEMENT, AND MATERIALS POLLUTION CONTROL. TH£ CITY Of' CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PROJECT TH£ NATIONAL WEATHER SERVICE FORECAST SHALL 8£ MONITORED AND USED BY OR AS DIRECTED BY TH£ CITY ENGINEER OF PLANNING DIRECTOR. TH£ DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED {40% CHANCE Of' RAIN), THEN TH£ NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8£ DEPLOYED 5. TH£ OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL CIVIL· STRUCTURAL •SURVEY• PLANNING WITHIN 48 HOURS AND PRIOR TO TH£ ONSET Of' TH£ PRECIPITATION. COORDINATE TH£ WORK OF THIS CONSTRUCTION S'NPPP SHOWN ON ANY GRADING TH£ DEPLOYMENT Of' TH£ BMPS SHALL INCLUDE BUT NOT 8£ LIMITED TO GRAVEL BAGS AND PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. SIL T FENCES. A MINIMUM Of' 125% Of' TH£ MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT TH£ EXPOSED AREAS FORM EROSION AND I SH~ET I CITY OF CARLSBAD I SH~ETS I PREVENT SEDIMENT DISCHARGES MUST 8£ STORED ON-SIT£. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED ENGINEERING DEPARTMENT VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY TH£ CITY Of' CARLSBAD AR£ NOT NAME OF PREPARER: NOLAN L. HUELSMAN GRADING PLANS FOR: CONSIDERED TO 8£ "EXPOSED" FOR TH£ PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ ~~ AN ADEQUATE SOURCE Of' EQUIPMENT AND WORKERS SHALL 8£ AVAILABLE FOR QUALIFICATION OF PREPARER· PE QSD CARISBAD PERMANENT FIRE STATION NO. 2 DEPLOYMENT Of' "WEATHER TRIGGERED BMPS~ 1906 ARENAL RD., CARLSBAD, CA 92009 ADDRESS: 9449 BALBOA A I-£ SUIT£ 270 ii -::Z:~ SAN DIEGO, CA 92123 SWPPP TIER 2 TITLE SHEET •~· 3-31-23 * GR2021-0018 APPROVED: JASON S. GELDERT ~--~ PHONE NO.: 619.299.5550 OF~·-✓ ENGINEERING MANAGER RCE 63912 EXP. 9/30/22 DATE RVWD BY: $-1/ PROJECT NO. DRAWING NO. 75442 3/31/22 DATE INITIAL DATE INITIAL DATE INITIAL SIGNATURE R. C.£./CERT. NO. UC. EXP. DAT£ DAT£ ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: <{:'._G CUP2018-0014 530-BA OTHER APPROVAL CITY APPROVAL D:\DRAWING FILES\llllE SHEETS\GRADING llllE SHEET.DWG REVISED:02/15/17 DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA928141457/29/20217/29/20217/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550
SE-7
SE-5
SE-7
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SCALE: 1"=10'
LEGEND
RIGHT-OF-WAY/PROPERlY LINE
SILT FENCE (CASQA SE-1)
CONSTRUCTION FENCE
FIBER ROLL (CASQA SE-5)
DIRECTION OF FLOW
GRAVEL BAGS (CASQA SE-10, TYPE 3)
INLET PROTECTION (CASQA SE-10)
STABILIZED CONSTRUCTION ENTRANCE (CASQA TC-1)
EROSION + SEDIMENT
CONTROL KEYNOlES
IEc-1I SCHEDULING
IEc-2I PRESERVATION OF EXISTING VEGETATION
~ PAVING AND GRINDING OPERATIONS
I NS-12 I CONCRETE CURING
I NS-13 I CONCRETE FINISHING
I SE -5 I FIBER ROLLS
I SE-6 I GRAVEL BAG BERM
~ STREET SWEEPING AND VACUUMING
I SE -10 I STORM DRAIN INLIET PROTECTION
I TC-1 I STABILIZED CONTRACTION ENTRANCE EXIT
~ MATERIAL DELIVERY AND STORAGE
WM-2 I MATERIAL USE
WM-3 I STOCKPILE MANAGEMENT
WM-4 SPILL PREVENTION AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
WM-6 HAZARDOUS WASTE MANAGEMENT
I WM-8 CONCRETE WASTE MANAGEMENT
I WM-9 SANITARY SEPTIC WASTE MANAGEMENT
ROW
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CIVIL· STRUCTURAL •SURVEY• PLANNING
I SH6EET I CITY OF CARLSBAD I SHEETS I
t----+-----1-----------------+---+-------<t--------<t-----t ENGINEERING DEPARTMENT 8
1----+-----1-----------------+---+-----II------II-----I
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLSBAD PERMANENT FIRE STATION NO. 2
1906 ARENAL RD., CARLSBAD, CA 92009
GR2021-0018 EROSION CONTROL PLAN
ENGINEERING MANAGER
RVWD BY:~
CHKD BY:~
APPROVEO:JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
PROJECT NO.
CUP2018-0014
DRAWING NO.
530-BA
DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA92814145
7/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550
Mitigation Monitoring and Reporting Program
PROJECT NAME: Fire Station 2. City of Carlsbad
{'city of
Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Statim1 2 Temporarv Location)
APPROVAL DATE/RESOLUTION NUMBER(S):
The following environmental mitigation measures \Vere incorporated into the Conditions of Approval for this project in order to mitigate identified
environmental impacts to a level of insignificance. A completed and signed checklist for each mitigation measure indicates that this mitigation measure has
been complied \Vith und implemented, and fulfills the City's monitoring requirements with respect to Assembly Bill 3180 (Public Resources Code Section
21081.6).
MITIGATION MEASURE
Bl0-1
Bl0-1: Pre-Construction Nesting Bird Monitoring. The city shall Pre-Construction
retain a qualified biologist to perfonn pre-construction nesting bird
City
surveys if vegetation disturbance is scheduled to occur during the
bird breeding season (bet\-veen January 15 and September ] 5). The
nesting bird surveys shall occur no more than 72 hours prior to
vegetation disturbance. lfnesting birds are found, the biologist shall
establish an adequate buffer zone based on a species-by-species,
case-by-case basis, in accordance \Vith city policies and guidelines.
Explanation of Headings
Type = Project, ongoing, cumulative.
Monitoring Dept,= Department, or Agency, responsible for monitoring a particular mitigation measure.
Shown on Plans= When mitigation measure is shown on plans, this column will be initialed and dated.
Verified Implementation = When mitigation measure has been implemented, this column will be initialed and dated.
Remarks= Area for describing status of ongoing mitigation measure, or for other information.
PROJECT NAME: Fire Station 2, Citv of Carlsbad
Legend
PLN Planning Division
ENG Land Development Engineering Division
BLDG Building Division
Page 1 of 9
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporarv Location)
JVllTlGATlON MEASURE
before 7:00 a.111., Monday through Friday and before 8:00 a.111.
on Saturday; all day on Sunday; and on any federal holiday.
b) Construction equipment shall be properly maintained and
equipped with noise-reduction intake and exhaust mufflers, in
accordance with rnanufacturers' recommendations.
c) Construction equlpment staging areas shall be located at the
[urtbest distance possible from nearby noise-sensitive land
uses.
~ = ·c s ·a !!. 0 ~ ;:: ,.
NOlSE-2 NOlSE-2: Siren Delay at Dove Library temporary site. Fire During
Department staff shall delay their engine checks until after 9:00 A1v1, Construction
and in the event of an emergency call, shall delay siren activation for
boLh Lhc lire engine and ambulance, until cmcring El Camino Real.
There may be occasioml situations where siren activation vvill be
necessary on Dove Lane for public safety, but fire Department
protocol will be to delay siren activation until they reach El Camino
Real.
TRIBAL-1 TRIBAL-1: Native American .Monitoring. ALuiseiio Native During
American monitor shall be present during all ground disturbing Construction
activities. Ground disturbing activities may include, but are not be
limited to, archaeological studies, gcotcchnical investigations,
clearing, grubbing, trenching, excavation, preparation for utilities
and other infrastructure, and grading activllies.
Mitigation Monitoring and Reporting Program
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PROJECT NAME: Fire Station 2. City of Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporarv Location)
MITIGATION MEASURE
CUL-I
CUL-2
CUL-I: Archeological Monitoring. The city shall retain a
qualified archaeologist to monitor ground-disturbing
construction activities that vvould have a reasonable likdihood
to disturb areas of archaeological sensitivity. If archaeological
material is identified at any point of construction, work in that
location shall be diverted, and the qualified archaeologist shall
evaluate the nature and significance of the find. The qualified
archaeologist would also be responsible for coordinating \:vith
the Luisefio Native American monitor, as described in greater
detail in the Tribal Cultural Resources section. The qualified
archaeologist would altcnd the pre-construction meeting \.vith lhc
Luiseilo Native American monitor and both monitors v,muld
have joint authority to divert and/or halt constmction activities
in the unlikely case that sensitive cultural resources are
encountered. Prior to the release of the grading bond. the
archaeologist will \.Vork \Vith the Luise-no Native American
monitor to submit a moaitoring and/or eval.uati on report, if
appropriate, \vhich describes the results, analysis, and
conclusion of the monitoring program.
CUL-2: Incidental Discovery of Human Remains. If human
remains arc encountered during constmction, no furlhcr
disturbance shall occur until the county medical examiner has
been notified and has rna<le the necessary findings as to origin.
Further, pursuant to California Public Resources Code Section
5097.98(6) remains shall be left in place and free from
Mitigation Monitoring and Reporting Program
PROJECT NAME: Fire Station 2. City of Carlsbad
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PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 {Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location)
MITIGATION MEASURE
TRIBAL-2 TRIBAL-2: Native American Artifacts Uncovered. Any and
all uncovered artifacts of Luise:fio Native American cultural
importance ,;Aull Be H,1turned tu tl--le Stm Lu~.; ReJ El.uF1d uf
Mi,·sieH h-1diaHs, aHd 10r tRe Most Likely De . .;eeF18:arit. if
a13131ieable, shall be left in situ if feasible and not be curated,
unless ordered to do so by a federal agency or a court of
competent jurisdiction. If leaving in site is not feasible and
reburial at another location is necessary, the San Luis Rey Band
of Mission Indians, and/or the Most Likely Descendant, if
applicable, shall be engaged in the decision-making process.
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TRIBAL-3 TRIBAL-3: Preconstruction :Vleeting. The Luiseno Native Construction Phase City
American monitor shall he present at the Project's preconstruction Preconstruction
meeting to consult wlth grading and excavalion contractors Meeting
concerning excavation schedules and safety issues, as well as to
consult with the qualified archaeologist concerning the proposed
archaeologist techniques and/or strategies for the Project.
Additional details regarding the role of the project archaeologist
and their coordination \vith the Luiscfio Native American monitor
can be found in MM-CUL-I in the Cultural
Resources/Paleontological Resources section of the IS/MND.
TRIBAL-4 TRIBAL-4: Temporary Divert and/or Halt Construction During City
Activities. Luisefio Native American monitors and archaeological
monitors shall have joint authority to temporarily divert and/or halt
construction activities. If tribal cultural resources are discovered
during construction, all earth-moving activity within and around the
Construction
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PROJECT NAME: Fire Station 2. Citv of Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 {Fire Station 2) & CUP 2019-0034/CDP 2019-0030 {Fire Station Temporarv Location)
JVllTlCATlON MEASURE
PALE0-1
'IOISE-1
disturbance until a final decision as to the treatment and
disposition has been made.
PALE0-1: Paleontological Monitoring. A qualified
paleontologist shall be retained during construction activities
that would have a reasonable likelihood to disturb areas of high
paleontological sensitivity. No monitoring is required for
excavations in artificial fill with no paleontological sensitivity.
lf palcontological resources are encountered during
constructioni the paleontological monitor shall have the
authority to temporarily redirect construction away from the area
of the find to assess its significance. If paleontological resources
arc encountered when the qualified paleontologist is not present,
work in the immediale area of the find shall be redirected and
the paleontologist would be contacted to assess the find for
significance. If determined to be significant, the fossil shall be
collected from the field. Collected resources shall be prepared to
the point of identification, identified to the lowest taxonomic
level possible, calaloged, and curaled into the permanent
collections of a museum repository.
NOISE-1: Construction Noise. The following mitigation
measures shall be implemented.
a) Construction activities shall adhere to the City Municipal
Code 8.48.0 I 0, which restricts operation of equipment or
performance or construction after 6:00 p.m. on any day, and
Mitigation Monitoring and Reporting Program
PROJECT NAME: Fire Station 2, Citv of Carlsbad
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Page 3 of 9
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location)
MITIGATION MEASURE
TRIBAL-5
immediate discovery area must be diverted until the Luise11.o Native
American monitor and the archaeologisl can assess the nature and
significance of the find.
TlUBAL-5: Data Recovery Plan. If a significant tribal
cultural rcsourcc(s) and/or unique archaeological rcsourcc(s)
are discovered during ground-disturbing activities for the
Project, the San Luis Rey Band of Mission Lndians, or another
Luisefio Native American Band, shall be notified and
consulted regarding the respectful and dignified treatment of
those resources. Pursuant to California Public Resources Code
Section 21083.2(b) avoidance is the prcfcrri:;d method of
preservation for archaeological and tribal cultural resources.
If~ however, the Applicant is able to demonstrate that
avoidance of a significant and/or unique cultural resource is
infeasible and a data recovery plan is authorized by the City of
Carlsbad as the lead agency, the San Luis Rey Band of
Mission Indians, or another Luisefi.o Native American Band,
shall be consulted rcg,uding the drafting and finalization of
anv such recoverv olan.
TRIBAL-6 TRIBAL-6: Collection of Tribal Cultural Resources. The
avoidance and/or preservalion of the signillcant tribal cultural
resource and/or unique archaeological resource must first be
considered and evaluated as required by CEQA. Significant
tribal cultural resources that are discovered during
construction will be left in situ, if feasible. \Vhcrc any
significant tribal cultural resources and/or unique
archaeological n:sources have been discovered and avoidance
During
Construction
During
Construction
City
City
Mitigation Monitoring and Reporting Program Page 5 of 9 Mitigation Monitoring and Reporting Program Page 6 of9
B\V E
CIVIL· STRUCTURAL •SURVEY• PLANNING
f---+------,f--------------1----1----1----1---.II SHiET I CITY OF CARLSBAD I SH~ETS I
;::::=::::::'...'.::::=:::::::E:::N:::G:::IN:::EE:::R:::IN:::::G::::::::DE:::P:::::A::::RT:::M:::E::::N:::::T ===-====::;
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
CARLSBAD PERMANENT FIRE STATION NO. 2
1906 ARENAL RD., CARLSBAD, CA 92009
GR2021-0018 MITIGATION MONITORING NOTES
ENGINEERING MANAGER
RVWD BY: $1/
CHKD BY::k-0
APPROVED:JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
PROJECT NO. DRAWING NO.
CUP2018-0014 530-BA
DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA92814145
7/29/2021
9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550
PROJECT NAME: F ire Station 2, Citv of Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location)
JVIITIGATION MEASURE
and/or preservation measures arc deemed to be infeasible by
the ci ty, then a research design and data recovery program to
mitigate impacts sball be prepared by the quall[ied
archaeologist (using profe ssional archaeological methods), in
consultation with a Luisefi.o Native American monitor and
sha11 be subject to approval by the city.
\Vhcn the archaeologist colkct.s such resources, a Luiscii.o
Native American monitor must be present during any test ing
or cataloging of those resources. If the archaeologist does not
collect the tribal cultural resources that are unearthed during
the ground disturbing activities, the Luisefio Native American
monitor may, at their di scretion, collect said resources and
provide them to the San Luis Rey Band of Mission Indians, or
another Luiseiio Native American Band, for dignified and
respectful treatment in accordance with their cultural and
spiritual traditions.
In addition, the Project will retain the aR-option to include an
on-site reburial in a protected area (i.e. open space easement
or conservation area) to avoid impacts from future
development and/or maintenance projects. This option, if
m:cessary and feasible, \vou ld be determined in the research
design and data recoverv program and executed at the
Mitigation Monitoring and Reporting Program
D:\DRAWING FJLES\llllE SHEETS\GRADING TITLE SHEET.DWG RE\IISED:02/15/17
Page 7 of 9
PROJECT NAME: Fire Station 2. City of Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 (Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location)
MITIGATION MEASURE
discretion of the qualified archaeologist in consultation \.Vith
the Luisefio Native American monitor.
TH.I BAL -7 TH.I BAL-7: Incidental Discovery of Huma11 Remains. If During
suspected Native American human remains are encoU11tered, Construction
California Health and Safoty Code Section 7050.5(6) states that no
further disturbance shall occur until the San Diego County Medical
Examiner has made the necessary findings as to origin. further,
pursuan t to California Public Resources Code Scclion 5097.98(b)
remains shall be left in place and free from disturbance until a final
decision as to the treatment and disposition has been made.
Suspected Native American remains shall be examined in the field
and kept in a secure location at the site. A Luise-fio Native American
monitor shall be present during the examination of the remains. Ifthc
San Diego County Medical .Examiner determines the remains to be
Native American~ the NAHC must be contacted by the Medical
Examiner within 24 hours. The NAHC must then immediately notify
the "Most Likely Descendant" about the discovery. The Most Likely
Descendant shall then make recommendations within 48 hours and
engage in consultation concerning lreatmcnt of remains as provided
in Public Resources Code 5097.98.
TRIBAL-8 TRIBAL-8: Imported Fill Material. In the event that fill material During
is imported into the Project area, the fill shall be clean of tribal Constrnction
cultural resources and documented as such. Commercial somces of
fill material arc already permitted as appropriate and will be
culLUrally sterile. IJ [ill material is to be utili zed and/or exported from
Mitigation Monitoring and Reporting Program
City
City
Page 8 of9
DATE INITIAL
ENGINEER OF WORK
PROJECT NAME: Fire Station 2. Citv of Carlsbad
PROJECT NO: CUP 2018-0014/SUP 2018-009/V 2018-0007 {Fire Station 2) & CUP 2019-0034/CDP 2019-0030 (Fire Station Temporary Location)
MITIGATION MEASURE
TRIBAL-9
TRIBAL-
10
areas \Vithin the Project site, then that fill material shall be analyzed
and confirmed by an archcologisl and Luisciio Native American
monitor that such fill material docs not contain tribal cultural
resources.
TRIBAL-9: Testing of Tribal Cultural Resources. No testing, During
invasive or non-invasive, shall be permitted on any recovered Construction
tribal cultural resources \Vi th out the written permission of the
San Luis Rey Ba11d o[ Mission h1dians or another LuiseDo
Native Americun Band.
TRI BAL-10 Monitoring Report. Prior to the release of the During
grading bond, a monitoring report andior evaluation repo11, if Constrnction
appropriate, which describes the results, analysis and conclusions of
the monitoring program shall be submitted by the archaeologist,
along '1-vith the Luisefio Native American monitor·s notes and
comments, to the City of Carlsbad for approval Said report shall be
subject to confidentiality as an exception to the Public Records Act
and \vill not be available for public distribution. Upon request,
Luiseno Native American Tribes will be provided with the
monitoring report amVor evaluation report once approved by the City
of Carlsbad.
City
City
Mitigation Monitoring and Reporting Program Page 9 of9
B\V E
CIVIL· STRUCTURAL •SURVEY• PLANNING
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
CARLSBAD PERMANENT FIRE STATION NO. 2
1906 ARENAL RD., CARLSBAD, CA 92009
GR2021-0018 MITIGATION MONITORING NOTES
ENGINEERING MANAGER
RVWD BY:~
CHKD BY:~
APPROVED:JASON S. GELDERT
RCE 63912 EXP. 9/30/22 DATE
PROJECT NO. DRAWING NO.
CUP2018-0014 530-BA
DocuSign Envelope ID: EA81258C-3B03-4878-867C-94FA92814145
7/29/2021