HomeMy WebLinkAboutDWG 485-8A; SDP 14-09; 295 CHINQUAPIN AVE; 01-03GRADING NOTES
(IN ADQlnON 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 COND!nONAL APPROVAL, CITY
STANDARDS OR OTHER ADD/110NAL DOCUMENTS LISTE:D HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP7L Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE• PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE: OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADD!nONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRlnNG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CA TE:GORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GU/0£.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE.
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
28. 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. 440-5L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. 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 /MPR0\1£MENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOV£D MTHIN 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 APPR0\1£D BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABO\!£ GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE: 5UFF/CIEN7L Y
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.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FAC/LlnES AND SHALL COORD/NA TE: THE WORK WITH A COMPANY REPRESENTA TI\!£.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE: AGENCIES. UNDERGROUND SERVICE ALERT SDG&E
800 422-4/JJ
BOO 660-7J4J
BOO 892-0123
760 438-7741
760 806-9809
760 434-2980
760 438-2722
760 633-2650
76 753-0155
760 744-0460
760 753-6466
760 726-1340
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY PACIFIC BELL
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION TIME WARNER CABLE
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. . COX COMMUNICATIONS CITY OF CARLSBAD (STREEST & STORM DRAIN) 8, NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE 'M?ITTEN APPROVAL *CITY OF CARLSBAD (SEWER, WA TE:R & RECLAIMED WA TE:R)
IJF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE *SAN D/EGU/TO WA TE:R DISTRICT
APPROPRIATE: SHEET OF THE PLANS AND THE TI7LE SHEET. *LEUCADIA WASTE:WA TE:R DISTRICT
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING *VALLEC/TOS WA TE:R DISTRICT
SIGNED BY THE CITY ':NG/NEER. *OLIVENHAIN WA TE:R DISTRICT 'BUENA SAN/TA TION DISTRICT .
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND!nONS *AS APPROPRIATE:
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE 3J. PERMIT COMPLIANCE REQU;,:;:.;JENTS: CITY.
11. ACCESS FOR. FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
THE PROJ''"CT s1= AT ALL Ji/MES DURING CONSTRUCTION. SO/LS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE. c ,c OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.B/
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED CARLSBAD MUNICIPAL CODE.
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8,: SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE: OF B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
MECHANICS. THE S"/1 . .S REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG PROJECT INSPECTOR {15.16.120.9&10/ CARLSBAD MUNICIPAi. CODE:
EROSION CONTROL NOTES
AGUA
HEDIONDA
VICINITY
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KE't1N DUNN. PHONE: 949-637-3254
NOT TO SCALE
MAP
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL llMES DURING
1HE RAINY SCA SON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA noNS TO FAG/UTA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES Y,HEN RAIN IS EMINENT.
3. DEVICF.S SHOflti ON PLANS SHALL NOT BE MOVED OR MOOIFIEO mlHOUT 1HE APPROVAL OF 1H£
ENGINEci«NG INSPECTOR.
4, 1HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO /HE
SATISFACTION OF 1HE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
' 5. 1HE CONTRACTOR SHALL INSTALL ADO!nONAL EROSION CONTROL MEASURES AS MAY BE REQUIRE:D
BY 1HE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES Y,H/CH MAY ARISE.
6. 1HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLJC TP~SPASS ONTO AREAS Y,HERE IMPOUNDED WAJThS CREATE A HAZARDOUS COND!nON. , INSPECTOR WITHIN TWO WORKING DAYS OF THE COA:t:iTION OF FIELD liESTS. (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
13, A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING GRADING IS COMPLETE:. ALL EROSION CONTROL, SLOPE PLANTING 7. ALL EROSION CONTROL MEASURES PROVIDED PER /HE APPROVED GRADING PLAN SHALL BE
ADHERENCE TO RECOMMENDATIONS OU7LINED IN THE SOILS REPORT IS REQUIRED AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY INCORPORATCD HEREON. '
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING CODE AND THE APPROVED LAN ( T.'IN M LE F M LIAN E ' SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE p S OB " SA p O CO p C 8, GRADED AREAS AROUND 1HE PROJ£CT PERIMETER MUST DRAIN AWAY FROM 1H£ FACE OF SLOP£ AT
STA TE: O• CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED LETTER FROM CITY ENGINEERING DEPARTMENT). 1HE CONCLUSION OF EACH WORKING DAY.
SOILS MtCHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN (2) AS-BUILT GRADING PLAN. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOflti SHALL BE IN PLACE AT 1HE END OF EACH WORKING
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE (3) REPORT FROM THE SD/LS ENGINEER, WHICH INCLUDES DAY Y,HEN 1HE FIVE(5) DAY RAIN PROBABILJTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
• EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS RECOMMENDED SOIL BEARING CAPAClnES. A STA TE:MENT AS TO AND 01HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
IN\1£STIGA TION. DAIL y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE THE EXPANS/\1£ QUALITY OF THE SOIL, AND SUMMARIES OF
PROJECT INSPECTOR. FIELD AND LABORATORY TE:STS. THE REPORT SHALL ALSO 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE mm 3/4 INCH MINIMUM AGGREGRATE.
14. A PRITONSTRIJCT10N MIT71NG SHAii B[ H£LD AT TH£ SIT£ PRIOR TO TH[ INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF
BEGINNING OF WORK AND SHAii BF ATTENDED BY All IIEPRESFNTAllVES GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 1HE SLOPES SHALL BE STABILJZED BY
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT PUNCH STRAW INSTALLED IN ACCORDANCE mm SECTION 35.023 OF 1H£ EROSION AND SEDIMENT
ASPECTS OF TH£ WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION AND ANY SUPPLEMENTS THERETO. CONTROL HANDBOOK OF 1HE DEPARIMENT OF CONSERVAnON. STATE OF CAUFORNIA.
MEETING BY CALLING THE INSPECTION LINE AT (760) 4JB-'3891 AT LEAST FIVE(5) (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, /F REQUIRED BY THE
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CITY. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
CONTACTED BY THE PROJECT INSPECTOR TO COORD/NA TE: A DA TE: AND TIME FOR THE ' PRECONSTRUCTION MEETING. APPR0\1£0 DRAWINGS MUST BE AVAILABLE PRIOR TO 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANllNG ANO IRRIGATION SHALL BE
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR YEAR AFTE:R THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED INSTALLED AND MAINTAINED AS REQUIRED IN SECI/ON 212 OF 1HE STANDARD SPECIFICATIONS
AT THE MEETING. TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANO /HE FOLLOmNG:
15. _All INSPITTION RFOIIE"STS OTHf"R THAN FOR PRFCONSTRIICTION MFF71NG WIii Bf ANY SUCH RECHECK. A. HYOROSEEDING SHALL BE APPLJED TO:
MADE BY CAIi iNG THE FNGINFFR/NG 24 HO/JR INSPITTION REQIIFSI I /NF AT 35. THE SOILS REPORT TI7LED "REPORT OF PRELIMINARY GEOTE:CHNICAL /NV£STIGA TION, 1. ALL SLOPCS 1HAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER Y,HEN 1HEY ARE:
(760) 4JB-J891. INSP£CT10N R£0lJFST MUST B£ RIT£/V£D PRIOR TO 2·00 PM RINCON RESIDENTIAL PROJECT, 295 CH/NQUAPIN AVENUE, CARLSBAD. CA" DAliED a.THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLJC WALL OR STREET.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE MAY 15, 2014, AND "PERMEABLE PAVERS" DATE:D OCTOBER 22, 2014 PERFORMED b. ALL SLOPES 4 FEET OF MORE IN HEIGHT.
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE, REQUESTS MADE AFTE:R BY GEOTE:CHNICAL EXPLORATION, INC. SHALL BE CONSIDERED AS A PART OF THIS 2. AREAS GRADED FLATTER 1HAN 6: / Y,HEN ANY OF 1HE FOLLOmNG CONDJnONS EXIST:
2:00 P.M. WILL BE SCHEDULED FOR TWO hULL WORK DAYS LATE:R. GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE a.NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) m1HIN 60 DAYS
16. THE OWNER AND/OR APPLICANT THROUGH THE DEV£LOPER AND/OR CONTRACTOR RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. OF ROUGH GRADING.
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING b. /DENTIFJED BY 1HE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO 1HE PUBLJC.
SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, c. HAVE ANY SPECIAL CONDlnON /DEN/IF/ED BY 1HE CITY ENGINEER /HAT WARRANTS IMMEDIATE
STATE: AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. "DECLARATION OF RESPONSIBLE CHARGE" TREAIMENT.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE mm 1HE FOLLOmNG CRITERIA: I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING HA\/£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED /. ALL SLOPES 1HAT ARE GRADED 6:1 OR STEEPER AND 1HAT ARE:
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS a.1HREE TO EIGHT FEET IN HEJGHT SHALL BE IRRIGATED BY HAND OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CONSISTENT WITH CURRENT STANDARDS. SYSTEM OF LOW PREC/P/TAllON SPRINKLER HEADS PROVIDING 100% · COVERAGE. THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl\!£ FEET (5') OR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE b. GREATCR 1HAN B FEET IN HEIGHT SHALL BE WATERED BY A
MORE IN DEPTH AND APPR0\1£D BY THE CITY ENGINEER AND/OR CONCERNED CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
AGENCY PRIOR TO EXCAVATION. IF TH[ Pl AN VARIES FROM TH[ SHORING SYST£M RESPONSIBILITIES FOR PROJECT DESIGN. PROVIDING 100% COVERAGE.
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TI7LE B 2 AREAS SLOPED LESS 1HAN 6 / SHALL A TY CALl~oRNIA ADMINISTRATI' ... CODE .. THE PLAN S'LIALL BE PREPARED BY A FIRM: PASCO LARET SU/TE:R & ASSOCIATES ' : BE IRRIGATED AS PPROVEO BY 1HE Cl ENGINEER, PRIOR TO r, ,c . n _ _ HYOROSEEDING. 1HE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO 1HE
LEGAL DESCRIPTION
THE SOUTHWESTERLY 123 FEET OF LOT 6 IN BLOCK "T" OF PALISADES
NO. 2, IN THE CITY OF CA(?LSBAD, COUNTY OF SAN DIEGO, STA TE: OF
CALIFORNIA, EXCEPTING THfREFROM THE SOUTHWESTERLY 63 FEET.
ACCORDING TO MAP THEREOF NO. 1803, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 25, 1924.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TE:D BY FIELD
SURV£Y METHODS FROM INFORMATION GATHERED ON APRIL 11, 2014
BY PASCO LARET SU/TE:R & ASSOC/A liES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA TE:D WITHIN ASSESSORS PARCEL NUMBER(S):
206-080-IJ-00
THIS CALIFORNIA COORD/NA TE: INDEX OF THIS PROJECT 15:
N 358 E 1665 --------
BENCH MARK
DESCRIPTION: Cl $8 /19 Rf/NG A Wfll MQNll/,IFNT
LOCATION: CENTER OF TH[ CUL OE SAC BULB AT 1H[ SOUT/f[AST [ND OF
SYME DR/\!£, AS SHOflti ON RECORD OF SURVEY NO. 17271.
ELEVATION: 125.95 DATUM: NA\:!l BB
NOTE:: ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE NA VD 88
DATUM, TO OBTAIN NGVD 29 ELEVATIONS, SUBTRACT 2.18 FEET
(SOURCE RECORD OF SUR\1£Y NO. 17271)
REFERENCED DRAWINGS:
MAP 1BOJ
. CARLSBAD DWG. NO. 387-BA
. CARLSBAD DWG. NO. 4J8-4A
CARLSBAD DWG. NO. 146-6
CARLSBAD DWG. NO. 159-9
CARLSBAD DWG. NO. 240-5A
EARTHWORK QUANTITIES
cu~ _ _,2£2~o ___ cy
FILL: BO CY
EXPORT:__,1cc4,,_0 ___ cy
R£GIST£RFD [NG/NFFR AT TH£ CONTRACTORS FXP£NS£. A COPY OF THE OSHA ADDRESS: 535 N. HIGWAY 101 SUITE: A CITY ENGINEER 1HE PROPOSAL SHALL BE SPECIFIC REGARDING 1HE NUMBERS, TYPES ANO COSTS OF 1HE
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO ELEMENTS OF /HE 1HE PROPOSED SYSTEM.
EXCAVATION, CITY, STATE:: SOLANA BEACH CA J, /RRIGATIOON SHALL MAINTAIN 1HE MOISWRE LEVEL OF /HE SOIL AT /HE OPTIMUM
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN TELEPHONE: (85~8 259-8212 LEVEL FOR 1HE GROW/H OF 1HE HYDROSEEDED GROW/H,
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING ;z' ~ Na. 80356 C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF 1HE FOLLOmNG:
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. BY: I' 1/ ~ ' DATE:: </-}/-15 Exp. 12/31/1 /, cffo MIX SHALL CONSIST OF NO LESS /HAN.·
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA -TYLER LAWSON I-.,0~020 lbs, PER ACRE Of ROSE CLOVER
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE R c £ NO 80356 b. 20 lbs. PER ACRE OF ZORRO FESCUE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART . ' . ·'·-=-=-=-------------c. J lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY REGISTRATION EXPIRATION DATE::-"'12,._/.~J1~/~16~-----d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLJA
ENGINEER TO DO SO. e. J lbs, PER ACRE OF AL YSSUM (CARPET OF SNOW)
20· ~~~Ml~~ERj;oN~EP~XDUf~PvAL~N J}fpfkffulf 1;Acigil£RA"7,~~ETi/N~t~tf SOILS ENGINEER'S CERTIFICATE ~-,¥zdb~.:.!Ra:J~E: t!,t0:t::%~~N MAY BE OMITTED ON LOCATIONS Y,HERE 1H£ AREA
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TE:D ~WJc#J,fE'ifSEEDED IS NOT VISIBLE FROM EITHER A PUBLJC STREET OR RESIDENTIAL
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND I, ,JAIME A C[RRQS , A REGISTERED CIVIL h. ITEM a OF 1HIS SUBSECTION MUST BE INOCULATED mm A NITROGEN FIXING BACTERIA ANO
6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINE:SS APPLJED DRY E11HER BY DRIWNG OR BROADCASllNG BEFORE HYDROSEEDING.
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A I. All SEED MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN UNOPENED CONTAINERS
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS mm 1HE CALJFORNIA OEPARIMENT OF FOOD AND AGR/CULWRE CERTIFICATION TAG
21. ALL OFF-SITE: HAUL ROUTE:S SHALL BE SUBMITTED BY THE CONTRACTOR TO THE SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ATTACHED TO, OR PRINTED ON SAID CONTAINERS. APRIi 16 , 2014 AND APRIi 22 , ZQli TWO a. 20 lbs. PER ACRE Of ROSE CLOVER
GRADING PLAN(S)
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 ANO PREPARATION OF AS-BUILT GRADING PLANS,
AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITE:D ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1, CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. CITY OF CARLSBAD RESOLUTION NO. 7078
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTE:CHNICAL EXPLORATION, INC.
DAliED MAY 15, 2014
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND!nONS
DATE:D: N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TE:D: N/A
10. STORM WATE:R POLLUTION PREV£NTION PLAN (SWPPP) TIER 2 PREPARED BY PASCO LARET
SU/TE:R & ASSOC/A TE:S DA TE:D JANUARY 20, 2015 IID/D NO. NIA
11. CALIFORNIA STORM WATE:R QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE: BMP MANUAL.
DESCRIPTION
SUBDIVISION MAP BOUNDARY
EXIST. CONTOURS
UNIT NUMBER
CENTERLINE
EXISTING RETAINING WALL
EXISTING STORM DRAIN
EXISTING SEWER MAIN
EXISTING WATER MAIN
STEM WALL
LEGEND
DWG.NO.
HATCH REPRESENTS POROUS PAVERS
HATCH REPRESENTS PCC PA VINO
EXISTING FENCE
EXISTING POWER POLE
FLOWI../NE/ DRAINAGE DIRECTION
DRIVEWAY APPROACH
PROPOSED CURB & GUTTER
SORSD G-140
SDRSD G-2
PROPOSED 6"x16" FLUSH PCC CURB & GUTTER
1" WATER SERVICE CMIID W-J, W-3A
1" /RR/GA TION SERVICE WASC WS-01
FENCE P£R ARCH PLANS
PROPOSED KEYSTONE RETAINING WALL
CMU WALL PER ARCH PLANS
6" PVC SEWER LATERAL CITY OF CARLSBAD S-7
J' SfWER MANHOLE: CITY OF CARLSBAD S-1
SHEET INDEX
SHEET NO.
1
2
3
TITLE
TITLE SHEET
GRADING PLAN
SECTIONS
SYMBOL QTY.
------------5G----
HQLJ5f #1
VZZ77 ////J
1: , : , : 1: , : , : , : , : 1:, :fl
: I
-o o>-, --<o-
-e-
---i►···--►.
I I I I 205 SF
60 LF
425 LF
------IWS] 3 EA.
------[ID 1 EA.
-------
------® 1 £A.
1 EA.
"AS BU IL T"
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF J NON-PHYTO-TOXIC WEmNG AGENTS M''Y B" ADDED '0 1HE HYDROS""D SLURRY WORK COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY n c '' cc R""l""'ED BY -· RECOMMENDATIONS, HAS BEEN SUBM/TliED TO THE OFFICE OF THE CITY AT 1H£ DISCRETION OF 1H£ CONTRACTOR ~, ~,.~-:
DEPOSITE:D AT. A SITE: APPR0\1£D BY THE CITY ENGINEER. TH£ CONTRACTOR __ __ _ (STRAW) MAY BE SUBSTIWTED, ALL OR PART. FOR HYDRAULJCALLY APPLJED FIBER MATERIAL.
I
!
I
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE: MATERIAL SHALL BE ENGINEER. @..--c-->-" ~ 2. TYPE I MULCH APPLJED AT 1HE RATE OF NO LESS 1HAN 2000 lbs PER ACRE. TYPE 6 MULCH ~' .
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE" OCCURRING ALONG 7HE HAUL SIGNED.· 'MIEN STRAW IS USED IT MUST BE: ANCHORED TO 1HE SLOPE BY MEGHAN/CALLY PUNCHING INSPECTOR
ROUTE:$ OR ADJACENT smEETS AS A RESULT OF THE GRADING OPERATION. NO LESS 1HAN 50% OF 1HE STRAW INTO 1HE SOI[ . ,
~\)rESS/Q f---1---+--------------+---l--l---.+----! I SH1EET I CITY OF CARLSBAD w3 ~" 23. BRUSH SHALL BE REMOV£D ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE / 3. FERTILJZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20-0 mm 15% Q -~
TO BE REM0\1£D UNLESS SPECIFICALLY NOTE:D ON THE PLAN. G.E./P.E. NO.:-'G...,_[.......,20.,,0.uZ:_<.l_,R"""C.._[.....,.;.34:c:4u2.2___ SULPHUR APPLJED AT 1H£ RATE OF 500 lbs PER ACRE. ENGINEERING DEPARTMENT ~ .!f
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF tjj ../J-p n-'/ z 71 z._ 0 / 5 D. AREAS TO BE HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: :=::=='._':::=:::::::=:::::::::::==::::::::::::::::::::::=::::::::::::=::::...::::::::::~ ", j
WATER /S NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA V£ A fR DA TE: _ __,_ ____ _,__ ---------1. ROUGHENING 1HE SURFACE TO BE PLANTED _BY ANY OR A COMBINATION OF: GRADING PLANS FOR: , 1 ·:i•
MINIMUM ONE PERCENT SLOPE. -a:: f3 ~-~ a, TRACK WALKING SLOPES STEEPER 1HAN 6: 1 ' LI.I 1-. '
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION LICENSE EXPIRATION DATE: SEPTEMBER JO, 2015 b. HARROmNG AREA 6:1 OR FLATTER 1HAT ARE SUFFICIENTlY FRIABLE 295 CHINQUAPIN ·. AVENUE !::~i~
CONT.ROL PLANS, EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY c. RIPPING AREAS /HAT mLL NOT BREAK UP USING ITEMS a OR b ABQVE :1 o.,., ~
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. DF Cf><\,\ ' 2. COND/llONING /HE SOILS so /HAT IT IS SUITABLE FOR PLANTING BY: PUD 14-07 /SOP 14-09/CDP 14-23/MS 14-09 en :lJ d ~
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM OWNER'S CERTIFICATE a. ADJUSTING 1HE SURFACE SOIL MOISWRE TO PROVIDE A DAMP BUT NOT I-<:)~ SURFACE AND CROSS SECTION. THE SITE: SHALL BE LEFT IN A NEAT AND SAWRATED SEED BED APPROVED _,c ,?/1 ~./ :> JASON S. GELDERT LI.I"' a\~
ORDERLY COND!nON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR b. 1HE ADDmON OF SOIL AMENDMENTS, PH AD,JUSIMENT. LEACHING ---~L"'"~c.c_C-'-'~=i-=<--",:k_...._ _____ &-~-1,-, a:: fi'~
AND DISPOSED OF AT A SITE: APPR0\1£D OF BY THE CITY ENGINEER. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL CGROOv!:WlHRIN_G SALINE SOILS TO PROVIDED VIABLE COND!nONS FOR CITY ENGINEER PE 63912 EXPIRES 9 30 16 DATE ~ }\:r, ..
AL , , GRADING ACTIVITY Ai'/D ADVISE OF THE COMPACTIONr AN1 STABILITY OF ~,.;::~=~~~==~~~~;:::=:,;:;~~;:;:~ ,; ~ 27. L SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SITE:. ~• 12 ~ -----' r-E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW/H k=,,-lhr.,...-,-,~:......~!!...:._!!~_L.!...1-.LlLl.....L...U. ___ -l~~-1-~~-l--~-k~-I _J=~ PROJECT NO. DRAWING NO. 0 1 ~
WITHIN TE:N (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE .,,--1 11 UII~ UNTIL 1H£ PROJECT IS PERMANENTlY LANDSCAPED OR, FOR AREAS Y,HERE DATE INITIAL DATE INlllAL DATE INITIAL CHKD BY: TGL U O ~
AS SHOWN ON THE APPR0\1£D GRADING PLANS. EY_. IN l)l.Jj__ rlN,H;\NAC\(!? "DA;..,,. HYDROSEEDING IS 1HE PERMANfNT LANDSCAPING, UNTIL 1HE PROJECT IS COMPLETED ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SD p 14-Q 9 485-8 en ~ ~
L.. __ ..;... __ .....; ________________________________ .....; __________ •_ "' __________ A:::,N:D_:A:LL;_B::;ON::,:D::;S;_;R:E:LE::;A:SE:,D ____________________ ...;. .... ,;;;;;====;;;;;=============;;;=~=;;;;;;;;;;;;;;;;;;;;;;;,;;!;;;;===;;;;;;_;;;;;;;;;;;;;;;;;;;;;;;===;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;==;;;;;;=;;;;;;==;;,;.;;;;;,;;;;;;.J if :ll /:I
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CONSTRUCTION NOTES:
(D INSTALL 6" CURB & GUTTER PER SORSO G-2
INSTALL 6" x 16" FLUSH pee CURB
G) INSTALL 1" WATER SERVICE PER CMWO W-3, W-JA
@)
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CMU SITE WALL PER ARCHITECTURAL PLANS
STEM WALL PER ARCHITECTURAL PLANS
INSTALL TYPE 2 ROCK RIP RAP PER SORSD 0-40, WITH
NO. 2 BACKING, T=1.1' MIN; Q=1.1 CFS
KEYSTONE RETAINING WALL PER ARCHITECTURAL PLANS
EXISTING FENCE ON NEIGHBOR/NG PROPERTY TO REMAIN.
CONTRACTOR TO PROTECT IN PLACE
EXISTING RETAINING WALL TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE
EXISTING POWER POLE TO REMAIN. CONTRACTOR TO
PROTECT IN PLACE
INSTALL /RR/GA TION BACKFLOW PREVENTION DEVICE, LEAD FREE,
PER CMWD W-20. EXISTING WATER METER TO
REMAIN. CONTRACTOR TO PROTECT IN PLACE.
INSTALL PCC SIDEWALK PER SDRSD G-7
CONSTRUCT CONCRETE DR/vEWA Y APPROACH PER
SORSD G-140
' EXISTING PIPE SURvEY MONUMENT. CONTRACTOR TO
PROTECT IN PLACE. MONUMENT SHALL BE REPLACED
BY A LICENSED LAND SURvEYOR WHO SHALL FILE A
CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED.
FENCE PER ARCHITECTURAL PLANS
APPROX/MA TE LOCATION OF EXISTING 4" VCP SEWER LATERAL
PER 146-6. CONTRACTOR TO vERIFY LOCATION, ABANDON, AND PLUG.
INSTALL J' SEWER MANHOLE PER CITY OF CARLSBAD STANDARD
DRAWING S-1
--------
'
l\.lllilll.Wl\l\l\_\lllilll\ I I 1..\lL\.ll\_\.\_\_\\..\\\\l\l\.\\.\_\_\\ L\\J\_\) \_\.\\\\\I\ I\\ I\\\\ I\ I I I\ I\ I I\\ \ l\lllilllill\.l \ \ \ I\\\ \l_\_\.\\_\_\.\\\..~
GRAD ING PLAN
SCALE: 1"=10'
I VARIES I
MIN 6" BAS£ COURSE LAYER
1 /2" TO 1 " AG GREGA TE
COMPACTED TO 95% RELATIVE COMPACTION
PER SOIL ENGINEER'S RECOMMENDATION
PERMEABLE PAVERS ORCO
AQUA-BRIC OR APPROVED EQUAL
12" SUB BAS£ COURSE LAYER
1 /2 • TO J" ANGULAR ROCK
COMPACTED TO 95% PER SOIL
ENGINEER'S RECOMMENDATION
NOTE:
FILL OPENINGS IN PAVER UNITS
WITH¼" TO 3/a" AGGREGATE
1 • TO 2• BEDDING COURSE SANO
LAYER 1/4" TO J/B" AGGREGATE
PER SOIL ENGINEER'S RECOMMENDATION
ROW
8.0'
3.5' 4.5'
.22£ -=
EXIST/N G SIDEWALK
TO REMAIN
EXISTING CURB
, GUTTER TO REMAIN
50.0'
34.0' 8.0'
17.0' 17.0' 4.5'
I
VARIES VARIES VAR/t ) ----..
EXIST/NJ
PAVEMENT
TO REMAIN INSTALL PCC CURB &-
GUTTER PER SDRSD G 2 -
e
I J.5'
I -
NSTALL CONG RETE
SDRSD SIDEWALK PER
G-7
I
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11 / .•• (TW~SA 1)
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GRADING PLAN(S)
"AS BUILT" PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER
SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO
MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS TYPICAL SECTION-CHINQUAPIN AVENUE
TYPICAL. SECTION-POROUS PAVERS
NOTES:
ELEVATIONS ON PLANS PER NAVO BB
NGVD 29 = NA VD 88 -2.18'
N.T.S.
ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE NA VD88 DA TUM. TO
OBTAIN NGVD 29 £LEVA TIONS, SUBTRACT 2.1 B FEET (SOURCE RECORD OF
SURvEY NO. 17271) GRAPHIC SCALE
0 10 20 30
N. T.S. No, 80356
Exp. 12/31 /16
INSPECTOR I
EXP. !Vll(t(
1-u-h
DATE
1/z.7{,1
DATE
~ CITY OF CARLSBAD ~
1----+---+----------------+---+-----1---+-----1 u_j ENGINE'ERING DEPARTMENT L__:l_j
t-----+----+---------------t--+---+---1------l :===._'.=======+' ==========::::'..:===:
l----l----+------------------1---+---+---+---< GRADING PLAN FOR: I
295 CHI:t;{QUAPIN A VENUE
PUD 14-07/SDP 14-09f'.CDP 14-23/MS 14-09
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Cl = -~ ~ ~I-~ w, ~-~ ca.; ""'il'P ~~ '------------------------------------------------------...;.. _________________ ...;.. _ _,:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.J I If' ·
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CONSTRUCT INSTALL XIST. YNSTALL & GUTTER PER
STEMWALL 6' x 16' PCC SURFACE POROUS PAV£RS SDRSD G-2
FLUSH CURB PER DETAIL
THIS PLAN
SECTION A
N.T.S.
EXIST. SURF ACE
If.
2.5'
'
1.0' -V'XIST. FENCE
0 REMAIN
:.<
I X
t 6" MIN.l_
TYP.
-llw11:11 'illtDI~ 11 1
_____ _
--11 i---i ' 1---111---1 1 I"~-=: j--=-=1 I == === I I::.s; I 1-11 I 111 111 -111 f'... --=111==111=111=111=1 "-INSTALL RIP R!P --------------PER SDRSD D 40 I 1=111=111=111=1 I WITH NO. 2 BACKING
I ---, 1-1---rri--11-1::::=fl' T=1.1' MIN, 1' FROM PL
SECTION E
N.T.S.
SECTION B
N.T.S.
INSTALL
6" X 16"
PCC FLUSH CURB
SECTION D
N.T.S,
Ir.
INSTALL
POROUS PA V£RS
PER DETAIL THIS PLAN
/
NSTALL
6" X 16"
XIST. SURFACE
60.0'
SECTION C
N.T.S.
PCC FLUSH CURB
ENGINEER OF WORK
FIRM: PASCO LARET SUIT£R & ASSOC/A T£S
ADDRESS: 535 N. HWY-101
CITY, ST.: SOLANA BEACH CA 92075
BTEY.L.·EPHON,E: (858)2=~=212
_:'.2; ____ ..--z_.._""=':-=--,--:-:-=:;-------DATE: ~'(~-/_1~·/f' __ '7 (TYLER LAWSON)
R.C.E. NO.:--'B"",0""""'''6'-------------
REGISTRA noN EXP/RA noN DA TE: 12131 /16
GRADING PLAN(S)
le.
"AS BUILT"
RCE ftl,(SG EXP. fl/.fl/19--DATE
7/z.,7/,7
INSPECTOR DATE
f---------t--+-------------+---+---------+---+-------< I SH3EET I CITY OF CARLSBAD I SH3EETS I
ENGINEERING DEPARTMENT ~==='---'===========----====: SECTIONS FOR:
295 CHINQUAPIN AVENUE
PUD 14-07/SDP 14-09/CDP 14-23/MS 14-09
I----+--+'• ill. • I~ V I
/1\ ''-w-:1 .ALN f----=D-A TE~+--,1N-1=n-AL--+ ...... .__,___,___--=-'--'-'-""-"~..L
ENGINEER OF WORK
APPROVED C:-,4 ~ ~ JASON S, GELDERT
d/C.~ ~ £-'rk~6£'
CITY ENGINEER PE 63912 EXPIRES 9/30/16 DATE
REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OlHER APPROVAL CITY APPROVAL
IJWN tJY: PROJECT NO.
~~~ :~: TGL SDP 14-09
DRAWING NO.
485-8Jl
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