HomeMy WebLinkAboutDWG 495-1A; SDP 16-05; CARLSBAD OAKS EAST LOT 24; 01-06GRADING NOTES EROSION CONTROL NOTES GRADING AND EROSION CONTROL PLANS FOR: WORK TO BE DONE
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
CARLSBAD MUNICIPAL CODE.) THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TBD CARLSBAD OAKS EAST LOT24 THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
1. THIS AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS AT (PHONE NUMBER) REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE SITE AT CONVENIENT LOCA T/ONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING DEVICES WHEN RAIN IS EMINENT. AND ORDINANCES CITED ON THESE PLANS.
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER J. FOR PROJECTS COVERED BY STATE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION .d~RlnGE THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY DR_
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. THE CITY ENGINEER. ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE s"""<:i DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER ~ ENGINEER.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-J1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ~ WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ( WITHIN THE PROJECT SITE SUFFICIENTLY POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. Cl:: '--' 1. CARLSBAD MUNICIPAL CODE
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY AHEAD OF GRADING TO PERMIT TH REVISION OF THE GRADING PLANS IF IT IS THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND ~
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED MADE A VA/LABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE w ~ -1 ~ 11,-0(.: 2. CITY OF CARLSBAD ENGINEERING STANDARDS (/)
4. A RIGHT-OF-WAY PERMIT FROM THE Cl TY ENGINEER WILL BE REQUIRED FOR ANY WORK. ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT 0 '{'
"' ~o?-°i-l,1 3. THIS SET OF PLANS
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE
FARADA:\
_,
J2. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT w Ml,1>,1
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY AVE. ::::; 5-{C1' 4. RESOLUTION NO. N/A GATED N/A
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. D,1 Dfi'.
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER SITE\ vi 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
OCCURRANCE OF LIABILITY. TH/;, INSJJ,RANC/;, COMPANY WRITING THE POLICY MUST UNDERGROUND SERVICE ALERT (800)422-4/JJ TO THE SA TISFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. BOOK).
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII SDG&E (800)411-7343 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
LOKER AVE. ~~-LOKER AVE.
CARLSBAD 6. SOILS REPORT AND RECOMMENDA T/ONS BY GEOCON INCORPORATED
OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. AT&T (800)892-0123 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR DATED 2-16 16
TIME WARNER CABLE (760J.43B-7741 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. WEST~ EAST -J 1/-6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM COX COMMUN/CATIONS (619 262-1122 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAD(STREETS & STORM DRAINJ (760)434-2980 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A PALOMAR AIRPORT ROAD
THE CITY OF CARLSBAD STANDARDS.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY • CITY OF CARLSBAD(SEWER, WATER & RECLA/ ED WATER) (760)438-2722 HAZARDOUS CONDITION. EL FUERTE___., 8. CALIFORNIA 20ASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION * SAN DIEGU/TO WATER DISTRICT (760)63J-2650 • LEUCADIA WASTEWATER DISTRICT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR ST. Ir
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. (760)753-0155
DATED N A
• VALLECITOS WATER DISTRICT EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL • OL/VENHAIN WATER DISTRICT (760)744-0460 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF 9. ENVIRONMENTAL APPROVAL DOCUMENTS SOP 16-05 APPROVAL LETTER DA TED JUNE 22, 2016
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE * BUENA SAN/TA TION DISTRICT (760)753-6466 SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. * AS APPROPRIATE (760)726-1340 x1JJO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH VICINITY MAP BY REC CONSULTANTS INC. DATED 6t,28,{_16 16-282 SW NO.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY NTS WDID NO. 2 J,7(;,377216
SIGNED BY THE CITY ENGINEER. JJ. PERMIT COMPLIANCE REQUIREMENTS: PERCENT ( 40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, BY REC CONSULTANTS INC. DATED 4-13-16 SWQMP NO. 16-21
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CITY. CARLSBAD MUNICIPAL CODE. OF GRADED SLOPES (90%%¾ COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE CAL TRANS CONSTRUCTION SITE BMP MANUAL.
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, (CONTINUED) 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE STA TE OF CALIFORNIA. LEGEND LEGEND
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION PROJECT INSPECTOR /15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF SEWER NOTES DESCRIPTION DWG.NO. SYMBOL QUANTITY DESCRIPTION DWG.NO. SYMBOL QUANTITY
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH PR/VA TE KEYSTONE RETAINING WALL KEYSTONE WALL OR EQUAL ------68 SF PROPERTY UNE -1(_---
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1-(1' MAX HEIGHT)
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE -----------
13. A SOILS COMPACTION REPORT AND COMPLIANCE GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRAVITY SEWER PR/VA TE FIRE HYDRANT rH) § PROPOSED EASEMENT LINE
VER/FICA TION REGARDING LETTER FROM CITY ENGINEERING DEPARTMENT). W-12 ~ 5 EA '--630 ----.._
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED f~ AS-BUILT GRADING PLAN. LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES (PER FIRE DEPT. PERMIT PROPOSED CONTOUR
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST .M' SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE RECOMMENDED SOIL BEARING CAPACITIES, A STA TE MEN T AS TO EDITION (GREEN BOOK). EXISTING STREET LIGHT EXISTING CONTOUR
STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT '-
FIELD AND LABORATORY PRIVATE PARKING LOT LIGHT =-El 7 EA '-....-..--,/,_ -___,.\,---
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN TESTS. THE REPORT SHALL ALSO SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED DAYLIGHT LINE ~ ..
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE BY THE CITY ENGINEER AND SUPERINTENDENT. PR/VA TE BROW DITCH SDRSD D-75 (TYPE B)
" EARTHWORK SPECIF/CA TJONS " ATTACHED TO THE PRELIMINARY GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND "'2= 470 LF EXISTING PUBLIC WATER SERVICE 'N w ···----··
SOILS RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE AND ANY SUPPLEMENTS THERETO. OF WAY PERMIT SHALL BE REQUIRED. PR/VA TE J6"X36" RISER SDRSO D-08 (TYPE G-2) □ 1 EA 8' PVC PRIVATE FIRE WATERMAIN -··--·-w w
PROJECT INSPECTOR. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE STRUCTURE/CATCH BASIN PER FIRE DEPT. PERMIT
14. A f'B.F CQ/J/.S muc. [I Q/J/. MFFil/J/.G. SHA(! B.E t/FI 0. AI THF SIT.£ EB.lOR IQ TH/;, CITY. WATER NOTES ..
B.FGINNING, QE W,ORK Atl.D. SHA(! fi£ AITFNDE1J B.l'.'. Ill I B.Ef'.B.[SFNT.,J Tl 'iE.S. PR/VA TE PVC PIPE (SIZE PER PLAN) EXISTING SEv.fR s ,) ·---·-··-"
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE k~ 18" PVC ----108 LF s s 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ----6' PRIVATE SEI\ER LATERAL S-7 190 LF
ASEE"CTS OF lliE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUI D ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST 6" PVC (UNDERDRAIN) ,_,._.~ .... --=---..•-319 LF
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR 0
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE ANY SUCH RECHECK. EDITION) VOLUMES 2 & J. TRENCH RESURFACING GS-26, 28 &: 29 W/1##~ 647 SQFT STANDARD SEI\ER MANHOLE S-1 2 EA
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. CONCRETE CURB SDRSD G-1 J,142 LF
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST FIRE SERVICE 'MTH DOUBLE DETECTOR W-16, W-22 ~ 1 EA
SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY CHECK VALVE 'MTH GATE VALVE DIRECTION OF FLOW
AT THE MEETING. WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 16" BUTTERFLY GATE VALVE W-17 181 1 EA
15. Al I WSEFCTIO/J/. B.FOIIFSTS OTt/ER llill/J/. £OB. PB.fCO/J/.SIBllCilot/ MITTING. W/11 EIF SATISFACTION OF THE CITY ENGINEER. J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION EXISTING SPOT ELEVATION (373.94 FS)
TRASH ENCLOSURE GS-16
.......
MAQE Bl'.'. Cfll II/JIG Il:iE flJ.GlNFFB.l/J/.G 2~ l:1QllB. l/J/.SEfCilot/ B.fOl!ESI 11/J/£. AI DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE 1 EA PROPOSED SPOT ELEVATION J7J.94 FS
C7§Q) 4JJJ. JJJ.21, /NSP[£IlQtl RE"QUEST MU.ST EIF RECF/VED ER/QR TO Z; QQ P.M, PROV/OED -TELEPHONE NO. (760)438-3891. . -· __) l
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE "DECLARATION OF RESPONSIBLE CHARGE" 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, · .. DRIVEWAY GS-20 590 SF BIOFIL TRA TION CLEANOUT PER DETAIL ON SHEET 2 0 2 EA
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO 2" /RR/GA TION SERVICE 'MTH --®-® 1 EA
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN 2" /RR/GA TION METER PEDESTRIAN RAMP PER DETAIL ON SHEET 2
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PERMISSION FROM THE DISTRICT ENGINEER. SUMP PUMP □ SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING CONSISTENT WITH CURRENT STANDARDS. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY TRUNCATED DOMES SDRSD G-30 1,,,,,:f ;:c,;;,, I 302 SQFT STORMFLOW MODEL BA-75M 2 EA
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS REMOVE SIDEWALK, CURB & GUTTER SDRSD G-11 CONCRETE SPILLWAY q 8 EA
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN 430 SQFT
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG RESPONSIBILITIES FOR PROJECT DESIGN. .. ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE f(F'E "F' CATCH BASIN SDRSD D-07 !Ill 1 EA GRANULAR PAVING I I 3,280 SQFT
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING /,«~'II~ FORM OF PROTECTION. FIRM: REC CONSULTANTS INC. 6. THE EXACT HORIZONTAL 2" WATER SERVICE 'MTH 2" WATER W-4 &: W-20 -®-C:J-® PRIVATE PATHWAY I " I 395 SQFT
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF 1 EA '
2442 SECOND A VENUE r~AAW ~ ....
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE ADDRESS: ~ !\'~ '« THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING METER &: BACKFLOW PREVENTER r ~/<-~-l!l-''<i1
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CITY, STA TE: SAN D fO:GO CA 92101 rg· ~ ct, SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
8/0RETENTION BASINS ~,-,..,, ~{-/,-~-«;: 7,153 SQFT
~~ THRUST BLOCK W-15 <I 14 EA
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR TELEP/-/ONE: 61.9-232-9200 : . C 64811. ,_. * 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" 7.5" PORTLAND CEMENT CONCRETE I 52,826 SQFT
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED / -/It Exp, o/30/1.-\ 'C' (UNLESS OTHERWISE NOTED ON PLANS). 2" BLOW-OFF ASSEMBLY W-6 0 14 EA
DA TE: :1..4-t-&r
6' PORT!.AND CEMENT CONCRETf I , I AGENCY PRIOR TO EXCAVATION. IF IHI;, ELA/J/. '{!lBlE"S FBQM THE SHQRINQ $.YSTEM
BY: ~.l ~~---~ (;! 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS J2,469 SQFT
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 ·. 'f~ CIV\\. o'<f MANUFACTURED BY ARMORCAST OR EQUAL. WATER QUALITY S/GNAGE SEE DETAIL SHEET 2 3 EA
CALIFORNIA ADMIN/STRA TIVE CODE THE PLAN SHALL BE PREPARED BY A OF c;.,\.\~ 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
.. .
REJJ/STER/;,D ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF C-.Jo. C.4~11
.
THE OSHA SHALL BE 10 FEET. INDEX OF SHEETS REFERENCE DRAWINGS
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO R.C.E. O .. ~ I --•--~ POST-CONSTRUCTION BMP TABLE
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE EXCAVATION. REGISTRATION EXP/RATION OA TE: 6-30-U TITLE SHEET 1 AS-BUil T DWG No. 218-5
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN GRADE. NOTES & DETAILS SHEET 2 495-9A STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOD/FICA TION?
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING SOILS ENGINEER'S CERTIFICATE 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO GRADING PLAN SHEET J-5
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. I, SHAWN WEEDON , A REGISTERED (CIVIL/ THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" lzl STANDARD STORM WATER REQUIREMENTS lzl YES (SEE SWMP FOR DOCUMENTATION)
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. EARTHWORK QUANTITIES DEVELOPER PRIORITY PROJECT REQUIREMENTS NO
DURING CONSTRUCT/ON, OPERATIONS WILL (;,U,Sf;, /MM.ED/A TEL Y, AND THE BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-5,000 CUT: CY HAMANN CONSTRUCTION
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON NAME:
5,000 MAINTENANCE MAINTENANCE
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY SIT1 w1s ~£ BY ME OR UNDER MY O~Or BETWEEN THE DATES OF A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER FILL: CY ADDRESS: 1000 PIONEER WAY, EL CAJON TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY
ENGINEER TO DO SO. Y' 'V't 1,ol 3 'z Zo I,;. COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR IMPORT: a CY
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY C900. PHONE NO.: (6192 440-7424 BMP/LID B/OFIL TRA TION PROPERTY BMP MAINTENANCE
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT EXPORT: 0 CY BASIN OWNER AGREEMENT J-4 2 TIMES A YEAR
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED ENGINEER~u .... ~ OF WAY PERMIT SHALL BE REQUIRED. tJ./A GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND q\\o,~ssr0,.,~ 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMEDIAL: CY
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING SIGNED: 'If--___ ~ \H wt'; 4't REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE Bi TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY G.E./P.E. NO.: 2714 ~ .,a,◊ t<! NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. LEGAL DESCRIPTION PROJECT ADDRESS I'! 'if' ''o 't-
A YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) DA TE: J1.;J, {1,0 I!,;, '!:! rn -i. g 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE LOT 24 OR PM 15692 (MS 782) LOKER A VENUE EAST
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED
ti) M,'l/M rii WITH 2-INCH WIDE BY THE CONTRACTOR TO THE r,~/10c1
•.,\,\ rn PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE IN THE CITY OF CARLSBAD, CA CARLSBAD, CALIFORNIA
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF LICENSE EXP/RATION DA TE:
t,.i:', 0. -.,; ,b TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST TOTAL LOT AREA -4.9 ACRES k ~o-rJ('. k "AS BUil T" i.rq, JEC'.;\\'\'l ,:-';i' BELOW 4 TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER APN: 209-083-15 /j • ~-1.; TOTAL DISTURBED AREA -4.6 ACRES
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE OWNER'S CERTIFICATE £OF C.Atl'fJ· WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR ADDRESS: LOCKER A VENUE EAST, CARLSBAD ·-(THIS AREA INCLUDES BUT IS NOT LIMITED TO
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CQ/J/.TRt,CTQB BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN BENCH MARK -~f&ceb~-~L(:!::!:cµ_L SHALL BE RESPONSIBLE FOR ANY DEE!,RIS OR QAMAGE QCCURRING ALONG THE HAUL I b WE d HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. GE LOG/ T HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING 2.5" BRASS DISC STAMPED "CLSB-072 LS 6215"
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED DESCRIPTION: AND EQUIPMENT STAGING AREAS, CONSTRUCTION E 'o:'/:811 , P. r~/§oh,/ DATE
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-LOCATION: SOUTHWEST CORNER OF DRAINGE BOX IN THE WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY ·
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING NORTHWEST CORNER OF PARKING LOT OF KAISER TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF ~QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF INSTALLATION AND BACKFILL/NG. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED ELECTRO OPTICS 2722 LOOKER A VENU,E WEST N/A RE~kid WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A HE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND SHALL BE REPLACED. RECORDED: POINT NO. 72 PER ROS 17271 TOTAL REPLACED IMPERVIOUS AREA -7-»-t?
MINIMUM ONE PERCENT SLOPE. MUNICIPAL PERMIT, LA TEST VERSION. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR ELEVATION: 379.2/J' OATUM: NGVD 29 TOTAL PROPOSED IMPERVIOUS AREA -J.4 ACRES 1Ns"~TOR 7
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF .._,,,. ~7 WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT DATE
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED '----r__..__Q <'.'.....-,......,c__Q 1,(.,j I{:;, BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE /NSULA TION SHALL CONFORM TO ; -. I SlET I CITY OF CARLSBAD I SH5TS I BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. TECHBIL T INCOME PROPERTIES INC., A CALIFORNIA CORPORATION DATE
ASTM O 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL ENGINEERING DEPARTMENT
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND SOURCE OF TOPOGRAPHY BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
GRADING PLANS FOR:
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED RE£ CQNSU.L TANTS INC. METHODS FROM INFORMATION GATHERED ON Ditl L ·' ~T CARLSBAD OAKS EAST LOT 24
AUGUST 4 , 20...12..__ BY B.EC. Cot/SW TA/J/.TS f/J/.C . WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE Civil Engineering• Environmental TECHBILT COMPANIES
AS SHOWN ON THE APPROVED GRADING PLANS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ~--
ACCURACY STANDARDS. ~
APPROVED: D ,', /,,1J I JASON s. o/f~ERT 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED DIAL TOLL FREE Land Surveying
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR PROJECT LOCATION 2442 Second Avenue THIS PROJECT, DRAWING NO. AND/OR AS DIRECTED BY THE CITY 1-800-422-4133
r /\. , ·s /Z. I ~/.{,
' • CITY ENGINEE RCE 63912 EXPIRES 9/30/18 DATE ENGINEER OR PLANNING DIRECTOR. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) AT LEAST TWO DAYS San Diego, CA 92101 7/ J'i/J...'L ' t[" .It\ • 5..::..6\J./LLei.tl.., APN: 209-083-15 BEFORE YOU DIG Consultants, Inc. (619)232-9200 (619)232-9210 Fax 1/nTIAL OWN BY: PROJECT NO. DRAWING NO. DATE DATE INITIAL DATE INITIAL CHKD BY: .J.J;:.__ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: REVISION DESCRIPTION SDP 16-05 495-1A N 1993 E 6255 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
.
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TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITION$
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAD$
PROVIDING 100% COVERAGE.
2. AREAS $LOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROV/OE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCU[
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFDLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED /$ NOT VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURE$.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 200D lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW /$ USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-2D-D, WITH 15%
SULPHUR APPLIED AT THE RA TE OF 50D lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE $UFFICIENTL Y
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
2. CONDITIONING THE SO/LS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIOEO VIABLE CONDITION$ FOR
GROWTH.
E. HYDROSEEOEO AREAS SHALL BE MAINTAINED TO PROV/OE A VIGOROUS GROWTH UNTIL THE
THE PROJECT /$ PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING /$ THE
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
PERMANENT WATER QUALITY
TREATMENT FACILITY
KEEP OUR WATERWAYS CLEAN
MAINTAIN \'!TH CARE -NO MODIFlCATIONS l'!lHOUT AGENCY APPROVAL
WATER QUALITY SIGN
NTS
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6" CONCRETE CURB
PER SDRSD G-1 6" 2' OPENING
CURB AND SPILL WA I ~ ~
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SPILLWAY
6" 6"
6"
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PER SDRSD G-1
~il~tMEi9NCRETE
6"
+ ~~~~•-~~~~~
#4 BARS
PRIVATE CURB DEPRESSION DETAIL
NTS
APN 209-120-16 -----
KEY MAP
SCALE 1"=100'
4 INCH.
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CONCRETE
FLOW
2-#4 BARS
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PRIVATE CURB SPILLWAY DETAIL
NTS
SURF ACE SLOT
1''1DTH = 2'
HEIGHT = 0.25'
ELEVATION ABOVE FG= 0.5'
4" PVC SCREW CAP -
RIM IS 12" ABOVE
GRADE
**12" CLASS II GRAVEL
LAYER AROUND ALL PIPES
WATER TIGHT
CAP ON
TERMINAL
END OF PIPE
IMPERMEABLE LINER
SIDES AND BOTTOM
INSTALL 3" LAYER
OF 3/8" GRAVEL
CONNECT PIPE TO
DOWNSTREAM CLEAN
OUT.
BIOFIL TRATION CLEAN OUT DETAIL
RETENTION AREA
SHALL BE LEVEL
AND DEPRESSED
A MINIMUM OF 18"
FROM THE
SURROUNDING
GRADE
NOTES:
SOIL MIX PER CITY OF
SAN DIEGO LID MANUAL
PLANTING PER CITY OF SAN DIEGO APPROVED
PLANT LIST -SAN DIEGO SEDGE (GRASS)
& MULEF AT (SHRUBS)
INLET WITH APPROVED GRATE
""
36" X 36" PRECAST CATCH BASIN PER
MODIFIED SDRSD D-08 TYPE G-2
EXTEND LINER TO ATLEAST---~ T
~1.,o'll
sv'<'-~ 6" HIGHER THAN RISER -L~~
STRUCTURE OVERFLOW
INLET ELEVATION *18" MIN WELL DRAINED
ENGINEERED SOIL
APRON SPILLWAY IS
6" WIDER THEN CURB
OPENING ON BOTH
SIDES.
TG PER PLAN
INSTALL 3" LAYER OF
3/8" GRAVEL AT BIOMIX
SOIL/GRAVEL INTERFACE IMPERMEABLE LINER
SIDES AND BOTTOM
6" PERFORATE
PVC PIPE
OUTLET PIPE TO EXIST STORM
DRAIN SYSTEM.
**12" CLASS II GRAVEL
LA YER AROUND ALL
PIPES
SLOPE BOTTOM OFF BIOFIL TRATION
BASIN TOWARDS SUBDRAIN
*BIOFILTRATION ENGINEERED SOIL SHALL BE MINIMUM 18" OEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5¾ CLAY CONTENT. THE MIX SHALL CONTAIN 50-607.
SAND, 20-30¾ COMPOST OR HARDWOOD MULCH, AND 20-30¾ TOPSOIL.
**3/4" CRUSHED ROCK LAYER. 12" GRAVEL DEPTH VARY PER SWQMP ;¥16-21
PRIVATE BIOFILTRATION DETAIL FOR BMP
NTS
4" BORDER (BLUE OR WlilTE, SEE PLAN)
36" X 36" PRECAST CATCH BASIN PER MODIFIED
~--_L_--~~ SDRSD D-08 TYPE G-2
-1-Tr-n;o==:'J;lr-i 36" X 36" PRECAST CATCH
BASIN AS PER MODIFIED
SDRSD D-08 TYPE G-2
ORIFICE PLATE MIN. SQUARE
DIMENSIONS 1.0 FT GREATER
THAN PIPE DIA. HOT-DIP
GALVANIZED PLATE AFTER
HOLES HA VE BEEN DRILLED
1/2" MAX
UNDERDRAIN
CONNECTION
6" PIPE (PERF.)
r,s->---'-M-IN,,,. ~3"
0 01 NOTE:
0
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ORIFICE DIAMETER
(SEE TABLE RIGHT)
3/8" DIA. HOLE
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PLAN
FLOW
OUTFALL PIPE
'18" MIN WELL DRAINED SOIL
"12"CLASS II GRAVEL LAYER AROUND ALL PIPES
12· 0~ <,:
IMPERMEABLE LINER ~B-MP~-0-R-IFI-CE-S-IZ~E SIDES ANO BOTTOM
1 2.50" UNDERDRAIN CONNECTION
6" PERF. PVC
.<,
SECTION { fl.
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Q
FLOW CONTROL ORIFICE
PLATE SEE DET. THIS
SHT.
OUTFALL PIPE,
SIZE PER PLAN
FLOW
4" DIAGONALS
(BLUE OR WHITE, SEE PLAN)
(3'0" MAX CENTERS)
\4" BORDER (BLUE OR WHITE, SEE PLAN)
STRIPING~ ADA PATH OF TRAVEL
NTS
l----l---+------------1---t--+----t--J I SH2EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 5
FLOW CONTROL ORIFICE PLATE
1---l----1------------------1,-----t---t---t---1 NOTES & DETAILS FOR:
CARLSBAD OAKS EAST LOT 24
TECHBILT COMPANIES "AS BUILT"
PRIVATE BIOFILTRATION OUTLET DETAIL.~ .. ,w,b~~ 1[1,y~~-1----1---1-----------+-+--t----i----i ____________ N_T_s ___________ 1 (R~1~11 . L/,;,, ....!il.M izL. DATF. /, . JASON S. 1/DERT
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CITY ENGINE RCE 63912 EXPIRES 9 30 18 ATE
APPROVED:
R/b/4
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OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK REVISION DESCRIPTION
OWN BY: -,-,----PROJECT NO. DRAWING NO.
CHKD BY:<f.<, SOP 16-05 495-1A RVWD BY:
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In\ I EXISTING PRIVATE DRAINAGE EASEMENT PER I DOC. 89-287494 RECORDED MAY, 31, 1989
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394.13 IE OUT , 'in 3
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403.&5 FS
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403·.oo FL
EX 15' SEWER EASEMENT I
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42.00'
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TRUCK LOADING DOCK
WALL DETAILS REFER TO
ARCHITECTURAL PLANS
404---11
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MATCHLINE -SEE SHEET 4
Civil Engineering• Environmental
Land Surveying
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fax
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406.i4 FF
405,q1 FS
APJ\J 209-082-08
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CONSTRUCTION NOTES
G) 6" CURB PER SDRSD G-1
@ INSTALL CONCRETE SPILLWAY SEE DETAIL ON SHEET 2
@ PROVIDE 2' CURB OPENING SEE DETAIL ON SHEET 2
G) PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD W-12 PER SEPARATE FIRE DEPT. PERMIT
@ INSTALL PARKING LOT LIGHT PER ARCHITECTS PLANS
@ INSTAL 6" PVC UNDERDRAIN PIPE
@ LOCATION OF TRASH ENCLOSURE PER GS-16
@) INSTALL 2' ~DE TYPE 8 BROW DITCH PER SDRSD D-75
@ INSTALL STANDARD SEWER MANHOLE PER S-1
@) DECOMPOSED GRANITE LUNCH AREA
@) INSTALL TYPE "F" CATCH BASIN PER SDRSD 0-07 AND CONNECT TO EX 24" RCP STORM DRAIN
@) EX MODIFIED TYPE "F" CATCH BASIN TO BE FIELD VERIFIED AND ADJUSTED TO PROPOSED
GRADE
502:
@ INSTALL 36"x36" RISER STRUCTURE PER MODIFIED SDRSD D-08 TYPE G-2 SEE BIOFILTRATION
FL IN = 333.33 39a.oo
DETAILS ON SHEET 2
FL OUT= 300.90~97.llO
CONNECT 18" PVC STORM DRAIN TO EX MODIFIED TYPE "F" CATCH BASIN
FL IN ; 337.74-~6. 50
EX FL OUT = 395.64
INSTALL SUMP PUMP PER STORMFLOW MODEL BA-75M
CONNECT 6" SEWER LATERAL TO EXISTING SEWER MAIN
*CONSTRUCT 7.5" PORTLAND CEMENT CONCRETE OVER 95% COMPACTED
SUBGRADE SOIL (HEAVY DRIVE ISLES) (PER SOILS REPORT DATED 2/16/16)
@) *CONSTRUCT 6" PORTLAND CEMENT CONCRETE OVER 95% COMPACTED
SUBGRADE SOIL (PARKING STALLS) (PER SOILS REPORT DATED 2/16/16)
*FINAL PAVEMENT SECTION BASED ON R-VALUE TO BE
APPROVED BY SOILS ENGINEER
EXISTING 15' SEWER EASEMENT
;,, ...:
PROPOSEO 6" CURB
EXIST. GROUNO
~ 2' BENCHl
L ---;;---:;~l):;:::2.50%~0
BMP1 r
(SEE OETAILS ON SHEET 2) 1 o'
----
SEE TECHNICAL MEMORANDUM OF
THE ASSOCIATED SQWMP REPORT
FOR BIOFILTRATION DETAIL
401.5 FG .
7,427 SQ. FT.
SECTION A-A
N. T.S.
PRIVATE SEWER DATA TABLE
II BEARING/DEL TA RADIUS LENGTH NOTES
L1 N 88"21'35" E 62.06' 6" PVC SEWER
L2 N 05'35'05" W 99.10' 6" PVC SEWER
L3 N 83'05'31" W 22.51' 6" PVC SEWER
HEAVf OR/VE ISLES
12• GMVEL BASE
PROPOSED BUILDING
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Pl,IVATE WATEH DATJ\ TABLE PER FIHE DEPT PEPl\/llT
·--·-~·-----·· . ' -----------------~------~
# BEARING/DEL f A RADIUS LENGTH NOTf:.~.J
UJ ') 83'05' .51" ' -202.51' 8" C--900 PVG PIPE C
L9 N ~1 ·5-1-'29" f -8J.5j' 8" C-900 PVC PIPE
LIU s 02"20':ll" E -1,t.3.'18' 8" C .. 'J<JO PVC fJIPE
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1----+-----+-----------------t-----t--t----t----i I SH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 5
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REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD OAKS EAST LOT 24
TECHBILT COMPANIES
APPROVED:
DWN BY:
CHKD BY: DARJ.l
RVWD BY:
PROJECT NO.
SDP 16-05
DRAWING NO.
495-1A
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5+82,09 EL FUERTE ST=
20+42,68 LOKER AVENUE EAST
(( MONUMENT PER M-10
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*FINAL PAVEMENT SECTION BASED ON R-VALUE TO BE
APPROVED BY SOILS ENGINEER
@ INSTALL PVT, 2" WATER METER WITH BACKFLOW PREVENTER PER W-20
@ 200' STOPPING SIGHT DISTANCE LINE
R·E·(:
Consultants, Inc.
Civil Engineering• Environmental
Land Surveying
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fax
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MATCHLINE -SEE SHEET 4
EXISTING /5' SEWER EASEMENT
EXIST. GROUND 7 rJ' BENCH
----
IMPERMEABLE LINER
BMP I
(SEE DETAIL ON SHEET 2)
401.5 FG
7.427 sa FT:
r
1.0'
SEE TECHNICAL MEMORANDUM
OF THE ASSOCIATED SWMP REPORT
FOR BIORETENTION DETAIL
PERF. PIP£
SECTION B-B
N. T.S.
PRIVATE WATER DATA TABLE PER FIRE DEPT. PERMIT
/j BEARING/DELTA RADIUS LENGTH NOTES
L1 N 03'24'17" E -50.38' 8" C-900 PVC PIPE
L2 S 86'35'43'.' E -147.19' 8" C-900 PVC PIPE
L3 N 51 '54'29" E -26,16' 8" C-900 PVC PIPE
L11 S 02·20' 31" E -100-70' 8" C-900 PVC PIPE
L12 S 47'20'31" E -41.55' 8" C-900 PVC PIPE
L13 S 86'35'43" E -58,90' 8" C-900 PVC PIPE
PROPOS£D 6" CURB
2,0%
HEA vt DRIVE: ISL£S
18" AM£ND£D SOIL
12" GRAV£L BAS£
')AS BUil T''
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INSPECTOR ~ 7 DATE
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'..i.t\Yf:_DAJt::-·fl/2-5/2016 " f~_\.CU_J)_i\Jf;_: 1·1/LJ/201€.l ,, fJ.LLti6M.£__: P: \Ac:•1d\1113 CrJrlsbo<l Ook.s Eucit, Lot 24\<.:ivil\Grndin9 Plcm\Lot 24 --GrrJding Ptan -Sheet 04.dwg
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SCALE: 1" = 20'
DRIVEWAY NOTES:
IT] INSTALL NEW 30' WIDE CONCRETE DRIVEWAY. GRIND AND OVERLAY ADJACENT
A.C. AS NECESSARY. (MIN. GRIND 1-1/2" OVERLAP 1')
[II REMOVE EXISTING SIDEWALK PER SDRSD G-11.
QJ INSTALL 5' WIDE, 4" P,C.C. SIDEWALK PER SDRSD G-7,G-9, & G-10 m REMOVE EXISTING CURB AND GUTTER PER SDRSD G-11-
[Ij REMOVE EXISTING SIDEWALK TO NEAREST FULL PANEL PER G-11
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DRIVEWAY DETAIL
SCALE: 1"=10'
16" PVC WATER
EXIST AC JOINT (AELD LOCATE)\
DO NOT CUT AC PIP£ \
m-w1 ~"--t--~=M;£;E~X~~~T~1~6"A~~~
TO EXIST JOINT(S)
2021
TRENCH RESUFACING
PER GS-26 & 28
4
(1) a• GATE VALVE P£R, . -16
INSTALL I 6"XI 6"X8" -'£
(1) 16" BUTTF.fX Y GATE: VALVE: PER W-17
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DO NOT CUT AC PIPE
\__£XIST 16" ACP WAT£R
' tOW-OFF ASS£MBLY P£R W-6
ACP WATER CONNECTION DETAIL
N.T.S.
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~ CITY OF CARLSBAD I SHEETS I
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OF CP
ENGINEER OF WORK
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CARLSBAD OAKS EAST LOT 24
TECHBILT COMPANIES
APPROVED:
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SCALE: 1" = 20'
36'
26'
<t.
I 72'
26'
EX AC
PAVEMENT
36'
ROAD SECTION SECTION D-D
LOCKER AVENUE
NOT TO SCALE
Civil Engineering• Environmental
Land Surveying
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fax
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PROJECT SITE
EX 5' CONTIGUOUS
CONCRETE SIDEWALK
406.86 TC
4C6.35 FS
LOKER AVENUE EAST
:i4Yf_JJAfF: ·1J/2:s/20HJ ,.,.. F.'..l9J.J.l:Aff; '!1/2j/2.IJ16 ,_, E"lJ .. £_LlAlli::.: P:\Ac;r;id\ll'l3 Cor!sbod Ouks Eost, Lot 24\ClvH\Groding Plor1\Lot 24 -Gr<Jdlng Pl@ -Sh€et 05.dwg
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MATCHLINE SEE SHEET 41
40/o. 4 TC
405.14 FS
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PROPOSED BUILDING
TC
FS
406.1 T
406.21 FS
PROJECT SITE
SECTION C-C
N. T.S.
2' BENCH
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PARKING AREA
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8.50'
-4cJ..iifTc
'406_,88 FS ·,, ,·,
\ 40 .32 TC
409.82 FS
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STA. 29+10.00
EX WATER SERVICE TO BE ABANDONED
CONTRACTOR/SUB CONTRACTOR AT
DEVELOPERS EXPENSE
8,50'
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DATE
ENGINEER C
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407~<t1 TC
406.'11 FS
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REVISION DESCRIPTION
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DATE
CONSTRUCTION NOTES:
(D 6" CURB PER SDRSD G-1
(±) INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD W-12
@ INSTALL PARKING LOT LIGHT PER ARCHITECTS PLANS
@ LOCATION OF TRASH ENCLOSURE PER GS-16
@ INSTALL 2' WIDE TYPE B BROW DITCH PER SDRSD D-75
@) LOCATION OF PROPOSED TRANSFORMER
@ DECOMPOSED GRANITE LUNCH AREA
@ INSTALL SUMP PUMP PER STORMFLOW MODEL BA-75M
@) *CONSTRUCT 7.5" PORTLAND CEMENT CONCRETE OVER 95% COMPACTED
SUBGRADE SOIL. (HEAVY DRIVE ISLES) (PER SOILS REPORT DATED 2/16/16)
@ *CONSTRUCT 6" PORTLAND CEMENT CONCRETE OVER 95% COMPACTED
SUBGRADE SOIL (PARKING STALLS) (PER SOILS REPORT DATED 2/16/16)
*FINAL PAVEMENT SECTION BASED ON R-VALUE TO BE
APPROVED BY SOILS ENGINEER
@) 200' STOPPING SIGHT DISTANCE LINE
PRIVATE WATER DATA TABLE PEH FIRE DEPT. PEHMIT
H BEARING/DELTA RADIUS LENGTH NOTES
L4 N 51'54'29" E -45.68' 8" C-900 PVC PIPE
L5 S 06'32'45" W -185."15' 8" C-900 PVC PIPE
L6 S 38"05'31" E -65.00' 8" C-900 PVC PIPE
L7 S 83'05'31" E ·-21.84' 8" C-900 PVC PIPE
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' I SH~ET I CITY OF CARLSBAD I SH5TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
CARLSBAD OAKS EAST LOT 24
TECHBILT COMPANIES •
APPROVED: t{ ~ JASON s.~lLDERT •. '· JZ. I z.oJI,
CITY ENGINEJ;R RCE 63912 EXPIRES 9/30/18 DATE
OWN BY: ...Ji\&!. INITIAL DATE INITIAL CHKD BY: BARJl PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 16-05 495-1A
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