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Home My WebLink AboutDWG 480-4A; CT 12-07; VALLEY 17; 01-13GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPR0\1£D 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 USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS l'IHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEl-£LOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FDR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER IMLL BE REQUIRED FOR ANY WORK IN THE PUBUC 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 7HE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF UABIUTY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAI-£ A RATING OF "A "OR BETTER AND.A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 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. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND 07HER APPROPRIATE AGENCIES. 7. APPROVAL OF 7HES£ 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 VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS IMLL BE MADE TO THESE PLANS IMTHOUT THE IM?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED IMTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA IMNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAIMNG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY w:11/ClES SHAU BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEIT, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CUR'VcS SHALL SC SUBMl7T£D BY A PROFESSIONAL FNGIN££R OF Tl-I£ STA TE OF' CALIFORNIA. PR/NC/PALLY DOING BUSfNESS IN n-lE FIELD OF APPLJED SOILS MECHANICS. THE SOILS REPORT WIU BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR IMTHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TES1S. 13. 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 PRINCIPALLY DOING BUSINESS IN 7HE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL Bf CONSTRUCTED IN ACCORDANCE IMTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPOR1S v.7LL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNS]RIICVQN M£EVNG $HAil RF HFLD AT 11:fE SUE PRIOR TO 11:fE RFGINNING OE WORK AND SHAil BE AITENQfD RY All RFPRESENIAVVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER A$PFCTS OE THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CAWNG THE INSPECTION UNE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR v.7LL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAIMNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT . MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSffCllQN RFQIIESTS OTHER THAN FOR PRECQNSlRlfCVQN M£Fl7NG Wt RF IAAQE BY CAIi iNG lHF ENGINEERING 24=HO!/R INsPECllQN RfQ!lESI I INF AT (760) 438 3891. IN$PFCllQN REQUEST MUST BE RECfl\fQ PRIOR TQ 2· 0Q PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS IMLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERMSE. REQUES1S MADE AFTER 2: 00 P.M. IMLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEl-£LOPER 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. LAV.SAND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHDIMNG 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 11:fE PLAN VARIES FROM THE $HOR/NG SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. Till.£ 8 CALIFORNIA ADM/N/STRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXf'EN$E. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORl.l':D 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. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED VrlTHIN ANY WORK AREA DURING CONSTRUCTION, QPERATIONS l'dll CEASE IMMEDIATELY, AND THE PERMITTEE v.7LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTIT HAS RECEIVED IM?ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. 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 UM/TED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HO/.JDAYS. (A LIST OF CITY HOUDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Off-SITE HAUL RQUJES $HALL BE SUBMITTED BY THE CONTRACTOR TO THE r.ITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TERIA/. SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. 11:fE CONTRACTOR SHA{ I BE RF$PQN$1BLE [OR ANY DEBRIS OR DAMAGE OCCURRING Al ONG 11:fE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE GRADING QPERAUON. 23. BRUSH SHALL BE REMOVED ONLY IMTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAJN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA',,£ A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPR0\1£D SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROl-£D BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. 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, R001S OR OTHER DEBRIS SHALL Bf REM0\1£D AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED IMTHIN TEN (10) DAYS OF THE TIME l'IHEN EACH SLOPE IS BROUGHT TO GRADE AS SHDWN ON 7HE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR THIS PROJECT, DRAMNG NO. 480=4/ AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. C:l~ ~~Will IN ~hee t1.d wg, Lo you t: Sheet1 , Aug 25 201 4 J: 14pm 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS IMTH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROl-£MENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE MTH 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 REMOVED IMTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED IMTl-f PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE MLL BE PLUGGED IMTH CONCRETE OR REMOl-£D AS APPROl-£D BY THE CITY ENGINEER. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABO',,£ GROUND AND UNDER GROUND ) v.7THIN THE PROJECT SITE SUFF/CIENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT IMTH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK IMTH A COMPANY REPRESFNTA TIVE. UNDERGROUND SERVICE ALERT ~800~422-4/JJ SDG&E BOO 660-7343 PACIFIC BELL 800 892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREE1S & STORM DRAIN) ~760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 760)438-2722 "SAN DIEGU/TO WATER DISTRICT 760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760) 753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 'Ol.lVENHA/N WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A C/\11L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSFRI-£ AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR IQ E/NAL APPROVAi OE A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER \/IA THE: PROJECT INSPECTOR {15.16.12D A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL RE:PORT BY SUPE:R\IISING GRADING E:NGINE:ER STA 71NG ALL GRADING IS COMPLETE, AU E:ROSION CONTROL. SLOPE: PLANTING AND /RR/GA 710N ARE INSTAUED IN CONFORMANCE WJTH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPL~ OF' COMPLJANC£ LETTER FROM CfTY ENGIN£ERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUAUTY 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 IMTH THE REQUIREMENTS AND RECOMMENDATIONS OU1UN£D IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMEN1S THERETO. (4) REPORT v.7TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J4. 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 v.7LL BE REQUIRED FOR ANY SUCH RECHECK. J5. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHN/CAL INVEST/GA TION", PREPARED BY ALTA CAUFORNIA GEOTECHNICAL. INC., DA TED OCTOBER 24, 2013, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE v.7TH RfCOMMENDA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 67DJ OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __________ AT ______ (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DE\1CES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT Bf MOVED OR MODIFIED v.7THOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREl-£NT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROl-£D GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOl-£D AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE v.7TH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFF"ECTIVE COVERAGE OF GRADED SLOPES (90% COl-£RAG£) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE IMTH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND Tf:MPORARY EROSION CONmOL PLANTING AND /RR/GA TION SHAU BE: INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE: STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE: APPLIE:D TO: 1, AU SLOPES THAT ARE GRADED 0: I (HORIZONTAL 10 \IE:RTICAL) OR STEEPER ~EN THEY ARE: 2. o. THREE FEET OR MORe IN HEIGHT AND ADJACENT' TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLATTER THAN 6: 1 l'IHEN ANY OF THE FOLLOIMNG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMEN1S(CONSTRUCTION OR GENERAL LANDSCAPING) IMTHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY \11SIBLE TO THE PUBLIC. c. HA 1-£ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRAN1S IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE IMTH THE FOLLJY,7NG CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 2. 3. a. THREE TO EIGHT FEET IN HEIGHT Sl-'4LL Bf /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREA 7ER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COl-£RAGE. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROl-£D BY THE CITY ENGINEER, PRIOR TO HYDROS£EDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COS1S OF THE ELEMEN1S OF THE THE PROPOSED SYSTEM. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYDROSEEDED GROWTH. -1 I I VICINITY CITY OF OCEANSIDE 7B SHEET INDEX NAME TITLE SHEET TYPICAL SECTIONS SECTIONS AND DETAILS PRECISE GRADING PRECISE GRADING PRE:CISE: GRADING PRECISE GRADING PRECISE GRADING PRECISE: GRADING REMEDIAL GRADING REMED!Al GRADING REMEDIAL GRADING BENCH MARK CITY OF MAP fP ROA ENCINITAS NUMBER 1 2 3 4 5 6 7 B 9 10 11 12 DESCRIPTION: CITY Of CARLSBAD BENCHMARK CLSB 122 CITY OF VISTA LOCATION: 25" Dl$K IN NORTH CURB OF CARLSBAD VIL(.A!",E DRIVE, 0.1 Ml WEST OF HIGHLAND DRIYE QPPQSITE PALM TREE IN CITY LJBRARY PARKING LOT. RECORDED: PER RECORD Of SURVEY 17271 DATED FEBRUARY B 2002 ELEVATION: 127.190 DATUM: ,.._NG=VD..,..,29..._ __ BASIS OF BEARINGS (NAD83), ZONE VI, GRID BEARING BETWEEN STATION CLSB--122 AND STATION CLSB-123 BEING NORTH 88'41'56" l!l:ST AS SAID STATIONS ARE PUBLISHED IN RECORD OF SURl-£Y NO. 17271. REFERENCE DRAWINGS IMPROVEMENT PLANS FOR VALLEY 17 DWG. 480-4 IMPROVEMENT PLANS FOR ASSESSMENT DISTRICT NO 83-2 DWG. 257-9 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CU1S AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS, AS-BUil T 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 IMTH THE FOLLOIMNG DOCUMEN1S, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 7009 DA TED SEPTEMBER 18, 2013 5. THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK). 6. SO/LS REPORT AND RECOMMENDATIONS BY A A CALIFORNIA GEO TECHNICAL, INC. DA TED OCTOBER 24, 2013 ;li(it).• i(q{if • i<. ::i . 7. THE SAN DIEGO REGIONAL S AN. ARD DRA IMNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED __.N,.,lc,::A.__ _____ _ 9. ENVIRONMENTAL APPROVAL DOCUMEN1S DATED_~Nl~A1=----- 10. STORM WATER POLLUTION PRF',,£NTION PLAN PREPARED BY: HU/IT-ZOLLAR$ DA TED: NO'r(MBER 25, 2013 H-VID NO. 9 J7C370161 SW 1 J-JBO 11. STORM WATER MANAGEMENT PLAN PREPARED BY: HU/IT ZOLLARS DATED: NO'y£MBER 25. 2013 ,SWMP 13-21 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY PROJECT BOUNDARY ------------ ------- - - ----------- -- PROPOSED LOT LINE -------------------------------------------------------------- PROPOSED SLOPE {2:1) MAX. CUT) -------------------------------------------------~ _ 'j PROPOSED SLOPE (2:1 MAX. FILL) --------------------------------------------------- EXISTING CONTOUR------------------------------------------------------------------ FINISH CONTOUR-------------------------------------------------------------------- FINISH ELEVATION IFS•FINISH SURFACE, FG•FINISH GRADE,GFF=GARAGE FINISH FLOOR, TC=TOP OF CURB) -------------------------------- EXISTING ELEVATION ----------------------------------------------------------------- TOE OF SLOPE -----------------------------------------------. --------------------- TOP Or SLOPE--------------------------------------------------------------------- PROPOSED RIGHT-Of'-WA'I' LINE ----------------------------------------------------- PROPOSED STREET CENTERLINE ··-••---.. -.. --···--•.,.-"' ___ ., ____ ,.,. .................. -................... . PROPOSED EARTHEN SWALE --------------------------------------------------------- EXISTING LOT LINE----------------------------------------. ------------------------ AC CONDENSER UNIT --------------------------------------------------------------- EXISTING RETAINING WALL---------------------------------------------- PROPOSED GRADIENT·--------------------------------------------------------------- DOWN SPOUT PER ARCHrTECT PLANS------------------------------------------------- 4" PCC WALK---------------------------------------------------------------• ---- 5• PCC DRIVEWAY WITH 6x6 WELDED WIRE MESH REINFORCING _______________ _,. ____ _ PCC STOOP ----------------------------------------------------------------• ----- SEWER LATERAi.. BACKFLOW PREVENTER ---------------------------------------------- 8" NOS NYOPL.AST INUNE BASIN WITH 8" ATRIUM GRATE ------------------------------ 4' P,'C SCH 40 DRAIN UNE------------------------0 -------------------------------- CONCRETE CHANNEL-------------------------------SEE DETAIL ON SHEET 7 /zt~/u~L ---715 ·-- --700--xxx.xx ~ ..__ (XX.XX TC) ----- ~ •• -----;>-•• - ~ Ifill 1,426 SF 8,983 SF 870 SF 14 EA 11 EA 911 LF 250 LF 1900 SF IMPROVEMENT PLANS FOR CARLSBAD TRACT NO 7-77 DWG. 197-2 GRADING & IMPROVEMENT PLANS SIDEWALK DESIGN NO 4 DWG. 3J8-3B DRIVEWAY TO BE CONSTRUCTED PER DWG 480-4 -------------------SDRSD G-14B Fl,=.'=;•. e=.=s._=;·.!S·=·e=ll 6" DECOMPOSED GRANITE OVER 6' COMPACTED NATIVE SOIL---------------------------[' { J &. ~ETtAl~N~IN~Glw~AL~Ll{;8.~Wl~DE~CM~ui) ~Rt-E~F~---~-6£~-~;f~;.;,,i,i:,~-s~--~-c,W~-~--~-~~H~EE.;-.,.:;--~,~:;;--".::--'.".'.--'."'.:i-s;e;RS~B::;8~1 l ~-~w~~w~;;w~-; 683 SF GARDEN WALL {6' WIDE CMU WING 0-4L -------------------------nm:::::111wc::J1wn:::::••-==-• --x-- I UNDERSTAND THAT THE CHECK OF PROJECT DRAv.7NGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY C. HYDROSFEDING MIX SHALL CONSIST OF ALL OF THE FOI.LOIMNG: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: '◊ -cu~ ___ .....;.7~Rlt__CY {J:l EARTHWORK QUANTITIES FENCE PER LANDSCAPE ARCHITECT PLANS-------------------------------------------- DOMESTIC WATER SEIMCE PER DWG NO 480-4--------------------------------------- SEWER LATERAL PER DWG NO 480-4 ------------------------------------------------ 15" PVC SDR35 STORM DRAIN PIPE (PRIVATE) ---------------------------------------- 16" PVC SDR35 STORM DRAIN PIPE (PRIVATE) ---------------------------------------- RUBBER FLAPPER CHECK VALVf. ---------------------------------------- ~ ~ SD so SD 1,856 LF 515 LF 392 LF 17 EA 17 EA 680 LF RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUITT-ZOLLARS, INC. ADDRESS: 90 E 11:fQUSAND OAKS BLVD, SU/TE 201 CITY, STA TE: THOUSAND OAKS. CA 913§0 TELEPHONE: 805-418-1802 BY: PETER M. BERNARD DA TE: 711812014 (NAME OF ENGINEER) R.C.E. NO.: ~69"'6,..2,._5 ____________ _ REGISTRATION EXP/RATION DA TE: i,,062,1lc.,3si;0l,..2r.ia0!1.J/62,._ ___ _ ~~ESSI~ ~~ \,\. Bl",!Jj,~~ <>: No. 69625~ ~ Expiration !a 6--30-16 * C/V\\. ~ OF CAI. l~'eff;, ~ p/41 J SOILS ENGINEER'S CERTIFICATE /~ .~ ..:::..:=:::....:::::.:.=====-..:::==.::..::== OWNER'S CERTIFICATE I ( WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR II-ILL BE RETAINED TO SUPERVISE OVER-ALL a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. /1EMS c,d,e, AND f OF THIS SUBSECTION MAY Bf OMITTED ON LOCATIONS l'IHERE THE AREA Bf/NG HYDROS£EDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED IMTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS IMTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR· PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WEmNG AG£N1S MAY BE ADDED TO 'THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. FILL: __ __,_1B~52.,6,_c~ t-'IO ty ~===-=;:;:,::-~1<0fESs1o,1,.;, IMPORT: 18.265 c~ + '/0 er Ir,<:, ••IN "-...."'( ,:f \.,..., "· ( '1, EXPORT: n CY $ :/ 1-, ~ REMEDIAL: ~ C 68849 \Jl SOILS: j1AZ. MATERIALS: {r>tl!UAL F'fr) 34,200 11.922 CY CY ( * EXP q/,,/it * .r~,,_ CIVIi. ~ "<OFCALlf~ BASIN OUTLET ASSEMBLY--------------------------------SEE DETAIL 16 ON SHEET 2 CONCRETE COUAR -------------------------------------------------------COC DS-5 BIORffiITTlON/DffiNTION BASIN-------------------------SEE DETAIL 16 ON SHEET 2 • -SEE LANDSCAPE DWG 4B0-4L FOR COLORS AND FINISHES. ~ ~ I DECLARATION OF RESPONSIBLE CHARGE ~N~~!~TIONS; CON / Hf-1?.ffiY l)"..t}.Aa;. 1/MT I A,'o\ 11t,!' w,111,e,:_ OF ~er.. F?i:. ms R!cm;::r ~tTI~~ ESMT f!i:J.i;r.p,A-'¾,1if!, HAyf f:X_f'f~~f~;l~f °'!''!::...~v~.~ re;ty.1 CF RADE BREAK 5~f.' , ~· eo;:,...,,-,Q i,m,.,it, IN =CTI~ WW~ Dr l1l'.l ...,,.,,59.:, """' rlZt,fG$/WC,. OP OF CURB TC ()otie, Nlf> 111M Tll~ DSIGN /S CO('Y:,ISTE•JT' Wm\ w~ $1'/INoA<?CS. FINISH SURFACE FS , I Vmeo::..-rA'11> Tll~ Tm l/lS"'~ Of' Pl:4reCr 1:CA"11"1.SS AN!:> Sf!;C/f!C~ni"'S FINISH GRADE FG ~ 'Ill~ cny oF CAl!1.&8IIP w~ Nor 11..Eui:Ne-M!:' II'> ~"= OF ~t8~tl~~ HIGH POINT ~C/HP -..i,~, IX' ";( ~''"'"Tl!!:S RlC. 7=c,T lleS!~ • SAN DIEGO REGIONAL STANDARD DRAWING SDRSD £>1 ~& :::> !JltTf' '-l{tt/i, t8~ g~ ~&f1NG W D 0 8 LF 1 EA 13 EA 4 EA 13 EA 3. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. . TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRA UL/CALLY APPLIED FIBER MATERIAL. l'IHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, v.7TH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. &l'IJ"/IM,._, ,:.. t..UAJb j!Ef.) Ll),IJt> t=N&/Nff/21 TOP OF GRATE TG ' et,i; (o'l,t'\'I ~~'f~/~-s~~;j/fl~;.;i.~:::=::::=:= __ JP~RO~P:rEiRlY~U~N~E-~-----------,------~PLL _________ .., DOWN SPOUT DS '2.+l'tO b~•'ll= t!il>&t el! PREPARED BY: RCE __ _ EXP, ___ _ 'gE)\lllLU,ii,@~....iL .t•I<,\ HUITT illLIAR5 AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 't-x----::-:------::---'----..11 ~ 1. ROUGHENING THE SURFACE TO Bf PLANTED BY ANY OR A COMB/NATION OF: I 1 a. TRACK WALKING SLOPES STEEPER THAN 6: 1 ~ "/le':, t.ll!LT" , Huitt-Zollars, Inc. Tho,usand Oaks b. HARROMNG AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY ~~ 1/,/t1, 90 E. Thousand Oaks Boulevard FRIABLE. ,._==-----._ Suite 201 c. RIPPING AREAS THAT mLL NOT BREAK UP USING ITEMS a OR b I Q:/,IlAf!III) ~-llJIJ!> / Dkc Thousand Oaks, California 91360 ABOVE. RCI; ~ti4'1 fi}(P 9 To/,g Pho.·ne (.8051·.·418.-180. 2 .. · .Fa"'J·.(,· 051 418-1819 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a.>llt\AJEt> i!f; J,_,k ·Nf1 fJt. ,,_ a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP '[~1hc.d~, ·--· 1t)-~ _Jr;.! 1°#(/1, /'/ ~· 69625 B/14/14 BUT NOT SATURATED SEED BED. J · · ::i. • r,.. f>n-e/ b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING , ;r,-'4-·f ./t----,=.l-:..1-~P-=ET]t-E=-R=-=M-=.-=-B=E-=R-=N-=A-R=-D=-=-p=-·=E--~=-=-=-=-=-=-R=-·=C-·=E~.~N~o~.~~~~J~!D~A-Til_E'""+r--_...J ____ _...f_-_-_-_-_1 _______ --l~~~~~IN;;S;P;E;C~T~□R~::;;=;:::~:::;::~;:::~::::;-D;A~T~E~d DATE REVJEIJED BY: ~~D~k. A42CY ;JZZTHE COMPACTION ANDih:A;~TY OF .> ANDY GERBER DATE g~';;.J¾;G SALINE so1Ls T'.J PROVIDED VIABLE CONDITIONS FOR t---t----+--------------+----+--l--+--11 sHlEET [ CITY OF CARLSBAD SHEETS E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE ~~~°:;;~~E~NG~l~N~EE~R~I~N~G~D~E::::P::::AR:::T::::M:::E:::N:::T==~l::;.'3)¥;;,;;~ THE PROJECT IS PERMANENTI.Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE t---t---t-----------------11---+---l-----l---.llpRECISE GRADING PLANS FOR: A SOURCE OF TOPOGRAPHY 'f!ifEA';;f!!/ANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS , VA L L E y 17 ~ TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL LIDAR METHODS FROM INFORMATION GATHERED ON MAY 14, 2012 BY.DIGITAL MAPPING, INC. >------.-----RE__:.QUIRED TREATMENT CONTROL BMP TABLE 1i-----t-----J-i~=;-;:::;c-;;-=-;.--:::=-:--:-::-~--:-cc,-,----t---+---+=-=:-:-:Jf-=c-.-l ,l(toit•fil!/&A ~r,/y TITLE SHEET A 4-',s;; M Z. ,,._,,., q -~E\/\$6' Willet. Cll~1'L1Tl"..J .... , i:;:,zq,1c ~s;; /l.~1'{001,0 1 SDP 12-07 ~,:::· --+..--]@i!l!. N II.~ l\t,l> mAW,~it,. \.IM.L 7 ~ TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED IMTHIN ASSESSORS PARCEL NUMBER(S) 156-212-04 & 156-212-05. THE CAUFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 10169 E 20644. TYPE BIOFIL TRA TION DESCRIPTION FLOW-THROUGH PLANTERS SUSM:P PROJECT PRIORITY __ HI_GH_ O1INERSIIIP HOMEOWNERS MAINTENANCE AGREEMENT 8MP MNNTENN/Cc AGREEMENT SHEET NO. 4-9 l!AINTENANCE FREQUENCY QUARTfRL Y, PRIOR TO RAINY SEASON /,\ .. ,.1) SHE£T I'!.· 'S'IR.<IC, IXT"•LS .&I!, 2.•23•1~ A~PROVED//. V) ?./j) J ,/, JASON Ji;,GJ,J;,~0 lf-:-r::=7:;-f-n,--f__J"~'!;.!"t~"1:!!"~"'!l''L.J-'W!!"l!:1-1.-=s_.•f--'nl!e!, ~!::!.!;•~~t-l<ll'l~~•"~~~,JO!!JfL_I---J--+---1---1 ENGINEERING"MANAGER PE 63912 EXPIRES 9 /30/14 ' DA'fE '1,./1..'!»f\<, ~~;--t__:;"5;,r'U=iUTi.:;•~!..'l~ML.,i!S~€T.L,'•_Jl!.~c...,~,1_..,._:,g2-.!:l'lo~~cE'Sc..""".!!!!:'~~~,,....,!!l.~~l--c--J--cc:---+----i---J 0DAiE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: ,:!,(, B_\/WD BY: PROJECT NO. CT 12-07 DRAWING NO. 480-4A 061818 030515 SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE OTY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. 2. 3. 4, 5, 6. 7. 8. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL GRADING IS DONE AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (619) 291-0707. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PR6TECT THE PROJECT ANO ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESIL TING BASINS, DIKES, SHORING, !::TC.), UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. THE LOCATION AND ELEVATION OF tXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFlRME:D BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF Ni;:W WORK, .. . DURINC CONS'fRUC1lON1 '!HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. Ht SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. THE CONTRACTOR SHALL TAKE REMEDIAL TO PREVENT EROSION OF FRESHLY GRADED AREAS AND UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING THE GRADING OPERATIONS. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF WORK, PRIOR TO THE PROJECT CLOSE-OUT, A SET OF AS-BUILT PLANS DOCUMENTING ANY CHANGES MADE DURING CONSTRUCTION. • BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4• FOR 4"-24"; 6" FOR 30"-60". EROSION CONTROL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DARREN BOLTON AT (909) 937-3270 <PHONE NUMBER> EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHl:R DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE •. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Vv1TH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. R/W PROPOSED ! IMPROVEMENTS R/W EXISTING IMPROVEMENTS 60 30' (30') 12' 18.5' (20') ( 1 o') TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND. MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS 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 CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) Vv1THIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. SURFACE N'fAOF PLANTER (250 SF MIN) PRfo/ATE PIPE FROM ADJACENT LOT 3' WIDE RIPRAP. EXTEND 2' ONTO BASIN BOTTOM -·-------- L£ANO!/f STAND PIPE _ £_" PERFORATED PIPE J'X3' RIPRAP PAD; f2 BACKING (2.1' THICK) OVER Jf ...__ ODA'il£l. (1' lHICK) - LIMITS OF' 100-'r'R DETENTION STORAGE ORIFICE FOR 100-YEAR DETENTlON FLOW CONT110L TOP or 18" SOIL LAYER LIMITS OF WAlER QUAUTY STORAGE VOLUME LIMITS OF FREEBOARD/ LOT 6 LOT © LOT 4 11 LOT 7 :::, w LOT 8 :::: ® Ct'. w LOT 9 B. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOVv1NG CRITERIA: ROOTBAR:;IER==~:::::=:::::::===~::::::=--==-.: &'AS BUILT'" LOT 3 c. D. E. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSECDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. ,3, I.RRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF. '!HE SOil. At THE (;)PTIMUM LEVl;:L FOR TliE GROWTH OF TliE: HYDROSE:i,;Qi'CD GROWTt-f, HYOROSEEOING MIX :SHALL CONSIST OF ALL OF" THE: F"OLLOWIN!li 1, SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b, 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g ITEMS a,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON . LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED Vv1TH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION 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 RATE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. 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 SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS 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 OP COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. R/W 13' 5' 7.5' 30' 17'* 60' 'i. I CURB & GUTTER ! PER G-2 (TYPICAL) I -2% 30' 17'* 13' PCC SIDEWALK CIEANOUT WITH WATERTIGHT CAP NYJolE PONDING DEPTH ) ., 'i,,~. ·. 2:1 SLOPE ~':)\,_ ~:"2r.,r' (?, J " / 1B' bARRIEA 4• l"ERFORATED PIPE (UNOERDRAIN) MIN SLOPE•O.SX CLASS II PERMEABLE MATERW. IMPERMEABU: F'IC GEOMEMBRANE LINER WATER QUALITY BASIN DETAIL® NOT TO SCALE •~.ll!All ~~ WIW5f't'/.,(!.. fE1t, c;dll-'Sl~ " l, & _,...,...,...,............, RETAINING WALL PER SBR5B 8 1 OtTl'\11 .. ~ or-I ~Tl1, CONNECT TO CURB INLET AT JAMES DRM: PER DWG 480-4 36" X 36' GRATE RIFICES IN CATCH B'SIN (SIZE PER PINI) STALL BROOKS PRODUCTS 3636 PRECAST CONCRETE CATCH BASIN. 36' X 36" WITH STEEL GRATE. ' ?,(NeW,() f:f. u l)!!t°',_ ~ ~ rt.Lll'-'t> ltCE <.i:i~'I l!i#'. 'I /s,, /1'1 WATER QUALITY BASIN LOT 13 DETAIL PROFILE VIEW R/W I NOT TO SCALE (60') R1W (30') r (30') I (1 o') (20') I (20') (1 o') i * VARIES 13+33.35 TO 13+79.22 I I · 6" PUBLic---11 1' MIN, SEWER WATER ~ -6" PER G-7 (TYPICAL) I '-F>uBL1cc-1-I -+-I =cPE=R CITY STD. GS'-1 20' 13+ 79.22 TO 14+07.09 & 14+35.3 TO 14+45.21 R/W I WATER 4' AC OVER 6.5" AB (MIN) PER GS-17. FINAL SECTON TO BE DETERMINED BY SOILS ENGR. BASED ON R-VALUE TEST (SEC: NOTE 1 ON SHEET 1) FRAZIER AVENUE SECTION PROPOSED STA 9+ 76.06 TO 13+33.35 NOT TO SCALE 1:XISTING JAMES DRIVE SECTION STA 14+40.87 TO 23+48.11 NOT TO SCALE PER DWG 257-9 A ___ (XX) INDICATES EXISTING ill CONDITION PREPARED BY: HUITT -ZOLIARS DECLARATION OF RESPONSIBLE CHARGE Huitt-Zollars, Inc. ·Thousand Oaks R/W 90 E. Thousand Oaks Boulevard EXISTING IMPROVEMENTS (TYPICAL) EXISTING I / HY.f/!,Y IXCLAt.E 71/AT / AM 71/: QJC~,J~~ or-WCl!I{ Re 7lllS po::si,;cr Suite 201 LOT 11 (D LOT 12 ~ I -f:,~@ KEY MAP ~~ SCALE: 1 " = 1 00' q--- GENERAL BASIN NOTES: 1. SEE LANDSCAPE PLANS DWG 480-4L FOR PLANT UST AND SOIL MIXTURE. 2. PVC LINER TO BE INSTAll£D PER IMNUFACT\JRER RECOMMENDATIONS. 3. 5' PER HOUR MINIMUM PERCOIATION RATE THROUGH SOIL MIXTURE. INLET & f'IPE--►'/i,s;;jS:~):i: PER PlAN +. ENGINEERED SOIL LAYER SHALL CONSIST OF 50lli-7Q:g SAND, LESS THAN 30,r; COMPOST, AND LESS THAN 5% CLAY. COMPOST SHALL NOT BE PLACED DEEPER THAN 12". 5'x5' RIPRAP PAD: f2-l:~~~ · 5. CONSTRUCT CEN11JRY CR-SERIES ROOT BARRIER AT TOP OF FREEBOARD El£VATION (3" ABOVE 100-YR WSE) TO A DEPTH OF 18". 6. DRILL ORIFlCE HOL£ IN STANDPIPE OR CATCH B'SIN WITH THE INVERT ELEVATION EQUM. TO THE WAlER::,:_:C:::UAUTY.:::.:.:__:ST::,:O:::RAGC,E --..,.,------ELEVATION. DIAM P~ . 7,• ~ ~~ 8"11:XR!.L UITW,::A,/!>'.91\1l!V,¥!><1! OF 'ZO (l(l. '~~ A~!:> ,fW l'&.E. ~MJSICN,)>ID~ Of'~ ,_,,,_ /E!!S1 UPYet. ~i;- Falr" ~Mo\Jt..l>'&,:I\IA'l\1/E 01.l-?i~ $<!CL-(9::r;; $<!,<.. '(~ "'-!l• OF 3'XJ' RIPRAP PAD: #2 BACKING (2.1' 1HICK} 0\/ER ¼" GRA'IEJ.. (1' THICK) BROOKS PRODUClS ~u ~ ~ Al. Tl\ C'.AU ROJ r;t ~'i'4'(.., l<JI!,. 't>llc°lb.> 1/~ /1'1. J'X!J' RIPRAP PAD: #2 BACKING (2.1' THICK) OVER¼" GRAVEL (1' THICK) BICKING (2. 1' 1HICK) OVER¼" GRA'IEJ.. (1' THICK} Cl£ANOUT STAND PIPE 6" PERFORATED PIPE (UNDERDRAIN) Ml N. SLOPE-0.SX 36' X 36' CATCH BASIN MODEL 3636 OR EQUAL INLET & PIPE PER PIAN LIMITS OF 100-YR INLET & PIPE DETENTION STORAGE PER PINI LIMITS OF WA1ER QUAU1Y DRAGE VOLUME or SLOPE OF FREEBCllRD/ -~~/ ... -:< -~...-:-: / '· WATER QUALITY BASIN LOT 13 DETAIL PLAN VIEW NOT TO SCALE RCE __ _ EXP, ___ _ CL&m~~ STAND PIPE DATE 5' (5.5') (4') : (6") i,1-;· . \ 'll-,1/" 4.5' 20' 4.5' PAVEMENT EDGE , { ,\ ..,.. 1 H•-~ , ""' .. e c•~n.,,. l)" ,., ~..-""-=" ,, 0,, Thousand Oaks, California 91360 (30') (6~') 30' ' lifi~CI~: ~~:r~Et:=~-~~s l ~.h~,f,o~_-+•.,·1·805~.18·~·8.0,·2.' ·-F ·a.,x·c.17os1 418-168919625 ( ') / 0,/~JI> ~ 1M CH!Zl!. CF Ff!m= ~s /tr;, Sl'e:.tfl£.+TWS ty 1/;Jtll/½ I 'f ~v · B/14/14 REV!Ew'ED BY: PCC SIDEWALK PER G-7 CURB & GUTTER PER G-2 2% ;JY' 2% -71~' . '-...<·7 _ .·.t~~~;•·1 ~ W/l-',;-:S:-:-:AWCU;--~=~y ;gJ ~'. ·· tEXISTING PCC -%VARIES --i--t--~ WALK PER DETAIL AT RIGHT A_ EXISTING CURB & 4" AC OVER 6.5" AB (MIN) PER GS-17 GUTTER FINAL SECTON TO BE DETERMINED BY EXISTING AC PAVEMENT SOILS ENGR. BASED ON R-VALUE TEST OVER AGGREGATE BASE (SEE NOTE 1 ON SHEET 1) VALLEY STREET SECTION NOT TO SCALE EXISTING PORTION PER DWG 338-38 {XX} INDICATES EXISTING CONDITION Q: \ 19011060\Civil011 060\dwg\GRADING\G480-4A-Sheet2.dwg, Lcyout: Sheet2, Aug 14 2014 8: 00om 1 0 v AR1 Es 11 r~ "TY OF ~I> llO!'!S ~ /ZE41i'J!l: AJE, As Bnl~CI' ,.,,l'.JL ~CF,1-::: _::: -~ _-_--+r_-_1 _.E -.[-+~ _;B _.J _Ma_ ... _§.-~ _i.t _!6 _.BJ _!2. _.J _E. _&. _ ... _-_-_-_-_-_..B _:.J: _"1 _~ _.J _11 _ ... _-_-_-_--+T _= _] _tZ__IT: ~1-= _= _1 _-~1 ___ -_-_--:_-.r-r _-_-_---1Tr~~~~1~Ng!sP;;E;c;T;□~R:;::;;;::::::;:::;::;;:;::::;:;:;::;::;;:::::;-~D~AT~Eb~ (4 5 ') (5 5 ,) ·-7 PETER M. BERNARD P.E. R.C.E. No. DATE · · EXISTING PCC VAR I ES • Ml' ~f'IWSI l!l!.111!» RY.. ?~i;,::r 1>es1<1,/\l -'---'--+-. -!-'----'-I WALK .c1r-1s· ±) ! .-~y, <!ti:...l ::> C>Ar8 4(1r/it 1---+---+--------------1---+----1--1---1 I sH2ET I CITY OF CARLSBAD sHEETs <.·, .fl ! ~~~~~ PROPOSED i i,':f; &,IJ°~'1 J!. L>J..ii, ~ ~::;:;:;:;.=:::=::::;E;;NG::l;:N;:E:::ER:::J:::N;:G;:;D;:E:::P::::AR:::T::::M:::E::::N::::T==':°!'-1~3s;~~-,J:::; ~t~, v, .~ . 1 ~~rs1NiND GUTTER 1 ~ c:.¼==4=•A=C=B=ER7M~\=--r'. 7'.;,"' · , !?.Ce C.~'1'! :: l..l'.,}~:!:,~,Jr,}(, PRECISE G. RADVJNGAPLALNSLFOER, Y 17 .& '};~ I "/ ",i\•~c., V_----==2-% _,:_ I ~ rz. 'tl'!O Gfw,/m, Ceo,.; lat> ~'"''· "'t·;:c~-,·,1±c+;=t·r "®" /;S(U.1t1~1 CA-eruu, , ... ~Vl'-~~::1~~'i 611201i·oitsA.•~'tTYPICAL SECTIONS f/J:~JZi'--GROUND SURFACE AT 2% '!(,;l-~10-li'l"tl ~;,, · <t-.\'fi G>l'-1400~0 SOP 12-07 DRIVE SURFACE AT 2% MINIMUM fJ #if C 68849 't; r,, Y lri/11 ti#-•\ WI<~ W/\V-~UIIU7Y RA<l,J D1I 1"'" ,-.... O~tJr•rF. 5•2'!iY.l ~ APPROVED: // / / tJA I), . I JASON s1 GElDERT Q: lll ":• <toll'F. \,hTK lETl\'.M:•"-WM.L. , /, . . JL LJera ' BIZ.i:i:l:10111. * EXP. 'l/?•(!1 * -iJ1,11i~ ~ 'IZ,t,i1~t> NoT(t.°"TI\I~ ~I..F.1': 2•0•15 ~CV. ENGINEERINGfAANAGER PE 63912 EXPIRES 9/30/14 1 DA'TE EXISTING OAK A VENUE SECTION EXISTING (ALTERNATIVE DESIGN STREET) NOT TO SCALE (XX) INDICATES EXISTING CONDITION ~~ CIVIi. J ~A~ INITI,._A_L-f',~ll,i==i"l:1t"""H'...J"""lo\-.ile,m..~-'-'d"-~':--"~""'':,ei.1.IN+-,------+---l----+"(,..'..!:=4'~~ ~D::W:::N=B:::Y::::,:::::::::::::::::::::::::::=;';:::::::::::::::::::PR:::O:::J:::E:::C:::T:::N:::O:'.::. ::::::::::;-;::D=R:::A:::W:::I N:::G=N::::::O. OFCA\.W •J ENGINEER or WORK REVISION DESCRIPTION o:: APP;~::~ ~~~ APP;~::~ 2~~ ~r ..:s.\Lt:r!,,.___I CT 12-07 480-4A 061818 030515 0901114 TRACT BNDY ADJ. PROPERTY CT 12-0 --I 6" 1---l-- l I TRACT BNDY VARIES -----6' TALL (MAX) CMU BLOCK WALL PER LANDSCAPE PLANS DWG 480-4L.. VARIES 4.7'MAX. VARIES 8" MIN 2•r FF TO kl FG ·_L_ · 2% MIN RESIDENTIAL_/ r STRUCTURE PER BUILDING PERMIT FF PER PLAN PAD PER PLAN RESIDENTIAL STRUCTURE_/ PER r BUILDING PERMIT GFF PER PLAN PAD PER PLAN GB PER PLAN 2% MIN TRACT BNDY TRACT BNDY & R/W -~~ CT 12-07 I ·• , ... , .. .. ,_,,,_,., GB PER PLAN DRIVEWAY PER SECTION C-C TYP. OAK AVENUE DRIVEWAY SECTIONS N.T.S. EXIST. IMPROVEMENTS AC BERM PER PLAN FENCE SEE LANDSCAPE PLANS 6.5' 6.5' TYP, SIDEYARD SWALES N.T.S. TRACT BNDY & 4.17' RESIDENTIAL_/ r STRUCTURE PER BUILDING PERMIT ADJ. PROPER CT 12-0 VARIES RESIDENTIAL_/ STRUCTURE ~DJ.1 PROPERTYn I cT 12-01~~ 22.75' RESIDENTIA:__/L STRUCTURE PER R/W \CT 12-07 ~ ----i't--1 7' 10.1 O' I 05' SIDEWALK VALLEY STREET 60' R/W RESIDENTIAL STRUCTURE _j r PER BUILDING PERMIT FF PE PAD PER PLAN PLAN JAMES DRIVE i 60' R/W VARIES 5.28' -----6' TALL (MAX) CMU BLOCK WALL PER LANDSCAPE PLANS DWG 480-4L.. r PER BUILDING PERMIT CT 12-07 1 0.1 o· G PER PLAN TRACT BNDY & R/W VALLEY STREET 60 R W 6' TALL (MAX) CMU BLOCK WALL PER LANDSCAPE PLANS DWG 480-4L. 5' 4.5' SIDEWALK PARKWAY R/W SECTION K-K I JAMES STREET EDGE CONDITION -LOT 13 N.T.S. I VARIES -' 1.33' EG PER PLAN 20' TRAVELED WAY \~~ TC/FL PER DWG 480-4 MAXIMUM WATER SURFACE ELEVATION ROOT BARRIER RESIDENTIAL / STRUCTURE __J r PER BUILDING PERMIT SECTION D-D TYP. W'LY ADJACENT PROPERTY N.T.S. TRACT BNDY & r BUILDING PERMIT RESIDENTIAU • 5' 4.5' STRUCTURE 5.50' I BLOCK WAL -sErARKWAY PER 20' TRAVELED WAY r BUILDING LANDSCAPE LANS TW PER-------.., DWG 480.4 FOR TC/FL PERMIT PLAN COLORS & Fl ISHES FF PER ~...J PER DWG PLAN ~ 2% 480-4 .. -..... . - SECTION 8-8 TYP. VALLEY STREET EDGE CONDITION -LOT 6 N.T.S. CT 12-07 R/1 W VALLEY STREET -~~~-----------~,.6""0'""-'R;..,_w.;.;.=------- 10.1 o· 5.56' 1.0' 6' TALL (MAX) CMU BLOCK WALL PER LANDSCAPE PLANS DWG 480-4L .. 5' I 4.5' PARKWAY SECTION J-J 20' TRAVELED WAY REVIE\JED BY: INSPECTOR DA TYP. VALLEY STREET EDGE CONDITION -LOT 17 N.T.S. I SH3EET I CITY OF CARLSBAD l----+---+--------------+---+------+----+------1 ENGINEERING DEPARTMENT r--------i-----i----------------t----+---+----t----1 r--------i-----i--------------+---+---+----t----t PRECISE GRADING PLANS FOR: SHEETS 13W 2. WATERPROOFING SHALL BE PROVIDED ON THE BASIN SIDE OF THE WALL TO ELEVATION 158.5. VULKEN 801 WATERPROOFING BY TREMCO INTERNATIONAL OR EQUAL TO BE USED. 0: \19011060\Civil011060\dwg\GRADING\G480-4A-Sheet3.dwg, Layout: Sheet3, Aug 14 2014 8: 06am ,-P-RE-PA-RE-D-BY-, ---------~--------'! VALLEY 17 HUITT illLIAR.S ~ESSJ SECTIONS AND DETAILS Huill-Zollars, Inc. Thousand Oaks ~<J-ll. 8[~ ,.. 90 E. Thousand Oaks Boulevard '>: No. 69625 ~ Suite 201 E:xpirction \a Thousand Oaks, California 91360 6-3()-16 * ~osi,;;;;;;;:;;osi 418·:~:25 s 14 14 C/V\\. PETER M. BERNARD P.E. R.C.E. No. DATE PROJECT NO. CT 12-07 I Ill , j : ] !i] I SOP 12-07 DRAWING NO. 480-4A 0305i5 090414 , ' '< INV-1 ½es- ~ 11 ·"' I 'N I \ 156.58T8 {156.25)1P -l'',1-----,//l . I 156.70 I I 156.9 FG 157.2 t:i w I I Cf) 157.75 W FS w Cf) ELEV A ········· ... ·. Ill II I I I I"' la I ;:; I ·. 15 WATER QUA.UTY BA.SIN DESIGN DESCRIPTION VOLU11E REQUIRED VOLUME PROVIDED IF-RE= OR TREA: (CF) (CF) (SF) 8/0RillNTION 4 210 210 157 BIORETE:N110N 5 208 210 165 8/0RETENTION 6 202 210 155 Q:\19011060\Civil011060\dwg\GRADING\G480-4A-Sheet4.dwg, Layout: Sheet4, Aug 15 2014 8:04am ELEV A ELEV B ELEV C 157.50 156.50 155.50 159.40 158.40 157.40 162.90 161.90 160.90 TW STEP 1W FG WEST 55.15INV 14 A.REA 250 Sr 250 Sr 250 SF ELEV A ORIFICE II (IN) 2.75 2.75 2.75 SEE SHEET 6 ... OS 10.10' BLOG,STBK ' • ' • I I I I • I i I I I I I I 166.79, FS , 2d'oo' ,I ti Ii ~ I I I I ~'. I I 30.06· 20. o· .JJ. 1 Z\ 'I ~ I / I ) I I ~ I ; CONSTRUCTION NOTES (D 4" PCC WALK, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS Nill ANISHES @ 5" PCC DRIVEWAY WITH 6x6 WELDED WIRE MESH REJNFORCING, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS ANO ANISHES @PCC STOOP, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS ANO FINISHES @ 8" NOS NYOPIAST INUNE BASIN WITH 8" ATRIUM GRATE 8 ORl.£WAY TO B CON UCTEO PER OWG 48 --4 PER G-148 10 R AIN NG WALL 8" WIDE CMU, PER &BR6 O'A'8 0 I) t)(TP.:,.;1::,;;L-;.:.;ON;:<-.,'5::-1-\«T!f'."'~l';~):-'I 12 FENCE PER OSCAPE AACHITECT P @ 15" ~ SDR35 STORM DRAIN PIPE (PRIVATE) @ BASIN 01/JLET ASSEMBLY, SEE DETAIL 16 ON SHEET 2 @) co11CRETE COUAR PER COC DS-5 @) BIORETENTION/DElINTION BASIN, SEE DETAIL 16 ON SHEET 2 IEE] SEWER BACKFILOW VALVE IS REQUIRED. REFER TO lHE FOllOl'YlNG CITY OF CARLSBAD RECORD DRAV.,NG NUMBERS FOR EXISTING UTILITIES: . II] 145-4 [2J 159-9 [J] 1B0-6 I!) 197-2 [5] 221-1 [6J 257-9 '94;, 10 5 0 10 f ': t I I t I • t SCALE: 1"=10' 20 t RCE __ _ EXP, ___ _ REVIE\r/ED BY: INSPECTOR 30 J DATE DATE t---+-----+------------1---t-----l-----+------II ~-H4[.~.:.· I CITY OF CARLSBAD ,~~E~S ENGINEERING DEPARTMENT YL r---=----------------------~--------..i-----i--,---------------r--l---,l-i---J ~P=;;R:;EC~I:;,SE~G=;;RAD~I~NG~P;;LAN=;;S;:';F:;:OR~::::::::::::::::::::::::::::::==~~4\~~ PREPARED BY: VALLEY 17 HUITT -ZOLIAR5 Huitt-Zollars, Inc. Thousand Oaks ~~ ll. Sf,ilj,); 90 E. Thousand Oaks Boulevard <>: No. 69625"'& Suite 201 Expi-"on Thousand Oaks, California 91360 ,uu ,fAo;;J~;aosJ 418-1:::25 8 14 14 ~:{6 PETER M. BERNARD P,E. R.C.E. No, DATE PRECISE GRADING SDP 12-07 DA iE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA iE INITIAL OTHER APPROVAL CITY APPROVAL ~ ~3QSt. -~-~-------; \ !~~) \'-~-" ,;; ~ \ 1ST, REL Wfil\-- PROTECT IN lACE \ 1/1 I 160.5 WATER QUAUTY BASIN DESIGN VOLllllE REQUIRED VOLUME PROVIDED AREA RE= DESCRIP'ltON FOR TR&\ {CF) (CF) (SF) B/OR£T£NT10N 1 202 210 148 BIOR£T£NT10N 2 207 210 154 BIOR£T£NT10N 3 208 210 165 Q: \19011060\Civil011 060\dwg\GRADING\G480-4A-Sheet4.dwg, Layout: SHEET5, Aug 15 201 4 8: 04am V ' P--SJl.)~ 7'.>-· -9 ~_/ PLACE ELEV A ELEV B ELEV C AREA ORIFICE II {IN) 156.36 155.36 154.36 250 SF 3.00 156.09 155.09 154.09 250 SF 2.75 156.4 155.40 154.40 250 SF 2.75 I I 11 EXISTING CURB INLET PER \._0 ./'..),l++--:niJ'DWG 257-9PROTECT IN PLACE SEE SHEET 7 Ii -•• i D PL \ 158.00 lW 157.JB-FG WEST 158.30 1W 157.7 FG WEST 8 ---f- / @) 159.25; FS 159,~ FS 159.J 7's CONSTRUCTION NOTES (D 4' PCC W,'JJ(, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS AND ANISHES (D 5' PCC DRIVEWAY WITH 6x6 WELDED WIRE t.fESH REINFORCING, SEE LANDSCAPE PLNIS FOR MAil:RIAI.S, COLORS AND ANISHES @ PCC STOOP, SEE LANDSCAPE PI.NlS FOR MA'IERIAIS, COLORS AND FINISHES ® e• NOS NYDPLAST INUNE BASIN WITH a• ATIIIUM GRATE @•• Pl<: SCH 40 DRAIN LINE ,. "". 8 DRIVEWAY to BE CONSTRUCTED PER DWG -480-4, PER SORSD C-1-48 10 RETAINING WAIL (8" WIDE CMU, PER loDRS 81'18 8 If t)EtNI,...!, oM ~ B) 1 FENCE PER OSCAPE ARCHITECT PLANS @) 15" PVC SDR.'15 STORM DRAIN PIPE (PRIVATE) @ BASIN OUTLET ASSEMBLY, SEE DETAIL 16 ON SHm 2 @CONCRETE COUAR PER COC DS-5 @) BIORETENTlON/DEIENTION BASIN, SEE DETAIL 16 ON SHm 2 IBEl SEWER BACKFLOW VALVE IS REQUIRED. • REFER TO lliE FOLLOWING CllY OF CARLSBAD RECORD DRAWING NUMBERS FOR EXISTING UTILITIES: rn 145-4 [2] 159-9 [3] 180-6 rn 191-2 [5] 221-1 [ID 257-9 ,c;;+ 10 5 0 10 ~ ; \ I • ~ : I SCALE: 1"-10· 20 t, RC[ __ _ EXP, ___ _ REVIEWED BY, INSPECTOR 30 I DATE DATE ~ CITY OF CARLSBAD SHEETS, i-----;---t-------------------t---+---if----+---1 ~ ENGINEERING DEPARTMENT 13~ __; 1-------t---+--------------------+---+----IJ.----I-----I ;:;P~R:;E:;CI;;S;',E.':;G;:;RAD~~IN~G~P~LA~N~S~FO;::'R~::::::::::::::::::':::::':::::::::=~~;;i•~~ .....,P=RE=PA---R=ED-B-Y: ----------~--------! v ALL E y 17 HUITT illLIARS ~~ESS/~ Huitt-Zollars, Inc. Thousand Oaks ,?&,11•8£iBi,'\%, 90 E. ThouS~ite ~a~• Boulevard iJ q; No. 69625~ 7,; Thousand Oaks, California 91360 "' Expiration !:;) P~.one)805J 41.8~~02 Fa)(805) 418-1819 *~~ :~~:~~,.* zf.:t, Pl~ 69625 8/14/14 PETER M. BERNARD P.E. R.C.E. No. DATE .L. I IUJllli.nlll~ ..... _.. ~-~L. -~ 11 ~ " ·--,,~ f,,lf_ I , -"f DATE INITIAL ENGINEER or WORK PRECISE GRADING SOP 12-07 APPROVED:// Q /U II I I JASON ',. GE~DERT t~~ 1..B!I)_ 4 1. g 2.::J. '/OJI../ '•'-ll<,.,!,( N~ ~ ~Hlct"S IN Set'·. O.,:,i1<,Lr,, ? •2S• IS :s:sti ~E1N::-G::::l::--:N::::E1E=R:::l~Nf(t"M=.~A:=N1A':-Gt-E':;R:P~E:::::6:::39::::1=:2 :::E::XP:::IR:::E::::S :::9:::: /3::0::::/11::::4:;;:::::::::::DA:::''::E=~ I'\. Not,~ "TH•._ ~=Ul::..,_ ____ · ___ +----+---1-----11---l DWN BY: -,,,--PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ,.Ji( CT 12-07 OTHER APPROVAL CITY APPROVAL RVWD BY: REVISION DESCRIPTION DRAWING NO. 480-4A 030515 162.80 FS 10 ! 6.50': ! 10 '" ~~ .,,, O• 162.84-'' FS 161.95 FL 1~ 165.53 TW 164.70 164.86 TW tFl STEP -~✓--~ I rz1:~51 JM-FG , DS 1165.21 165.0 FG 165.1 FG DS 164.72 TW 165.21 , FS I 162.85 FG FS r WEST :, , 01 ...J" : 6.50 ' I . --------r-T- PAD=1 l\4.86 FF=165.36 I I I I DS 164'.02 TW 162.15 FG WESf I 2% -GFF I I ~/ 165.01 H;tBB <v/ ,10 "'! ·--~~ 0 165-1! 165.1 \ N FG r]'G¥1 164.80 DS FL LOT 9 PLAN 2 PAD=165.11 FF=165.78 ~ 164.8 FG OS 164.64 FL ' lfATER QUAUTY BASIN DESIGN VOLUME REQUIRED VOLUME PROVIDED ~ RE~ED DESCRIPTION OR TREA: ENT ELEV A ELEV B {CF) (CF) {SF) 8l0RETEN710N 7 207 210 160 167.JO 166.JO 8/0RETEN710N 8 202 210 155 164.8 163.80 8/0RETEN710N 9 206 210 166 , r 162.7 161.70 / I Q: \19011060\Civll011 060\dwg\GRADING\G480-4A-Sheet4.dwg, Layout; Sheet6, Aug 15 2014 6: 04am ·o 0 ci ~ 0 0 ,-.: ~ I I f ' ELEV C AREA ORIFICE Ill {IN) 165.JO 250 SF J.00 162.80 250 SF 2.75 160.70 250 SF J.00 !,i !cl 'z w n_ <( "' <( z: < ~ r---wz 0 i:i ~ "' ,;, Uo~..-u.. ~~1/ 0 2::: 0... ~"' D.. 0\ ' ' j PREPARED BY: HUITT-ZOLIAR5 Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Sule 201 Thousand Oak!, California 91360 ,-Phone (8051 418-1802 Fax 1l8O5l 418-1819 Mn~~/ ti9625 PETER M. BERNARD P.E. R.C.E. No. DATE I ' I N 0 I \ ' ' ' ' ' : i i ~ I I I ' ' I I 1 • ' ' ' I :r--· I CONSTRUCTION NOTES G) 4' PCC WALK, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS AND FINISHES (D 5' PCC DRIVEWAY WITH 6x6 WELDED WIRE MESH REINFORCING, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS AND FTNISI-IES 0 PCC srooP, SEE LANDSCAPE PLANS FOR MATERIM.S, COLORS AND FlNISHES ® a· NOS NYOPLAST INUNE llASIN WITH a· ATRIUM GRATE 6 4' PVC SCH 40 DRAIN LINE @) RETAINING WALL (8' WIDE CMU, PER ~ l)(l'Nt,..S ON S~fJ:f I')) @) GARDEN WALL (CMU WALL PER DETAILS ON ~ '-"tn>SO..pE P!AMS) 12 FENCE PER LANDSCAPE ARCHITECT PLANS @) 15' PVC SDR35 STORM ORAIN PIPE (PRIVATE) @BASIN OUTLET ASSEMBLY, SEE DETAIL 16 ON SHEET 2 @ BIORETENTION/DETrNTlON BASIN, SEE DETAIL 16 ON SHEET 2 IEE] SEWER BACKFLOW VALVE IS REQUIRED. REFER TO lHE FOLLOl't1NG CITY OF CARLSBAD RECORD DRAl't1NG NUMBERS FOR EXISTING UTILITIES: [lJ 145-4 12] 159-9 [3] 180-6 I!] 197-2 15] 221-1 [lj] 257-9 10 5 0 10 SCALE: 1"=10' RCE EXP. REVIEl,/ED BY1 INSPECTOR 20 30 DATE DATE I -• l---+----+-----------1-----1----l---1----I I SH6EET I CITY OF CARLSBAD I SHEETS ~==:=:::::'.:::==E:=N:::G:::l::::N:=EE:=R:::I:::N::::G::::D:::E:::P:::A::R:::::T::::M:=EN:::T:::::.:=~13~~~~• PRECISE GRADING PLANS FOR: /i). VALLEY 17 PRECISE GRADING SOP 12-07 APPROVED:// _ / / / ,_ /, / j_ JASON ~-G~LDERT . U~.1 l 'r,'J,.'iv.Jc f3 7-;J.l'Jn!I./ 11/11.').h~ w-~-f✓'li"-' ~12,=t:::,~::.,1Se,,(c.,tl"'V":,.q(?""t"""IL-"'c';",:_.,.5'!1111s,·l'ZT".ri.,Sl,:::,t4c.:«;IT""-'"1.~ DA>~•~----.lj---+---1-~:7...!.•7-:,el>'.:.!•l~S\-',s;c::'.i"·,;,;~ ~E~N:::Gl:::NE~E::R:::IN:::G;,M::::::A::::NA:::G:::E:;'-R~P:::E::::6:::39::1:::2:::E:::X:::Pl:::RE:::S::::9:::l/:::3:::'0,:::114::::;;::=':::DJ:::T:::E==: I\ NoTE.-,-n.-, CN(.f.1" r. DATE INITIAL ENGINEER OF WORK REVl,ION DESCRIPTION OWN BY: -~-I PROJECT NO. I DRAWING NO. DA TE INITIAL DA TE INITIAL CHKD BY: :,., 6( CT 12 0 f-O_TH_E_;:Rc..A..JP-'PR ... O ... VA..;:L-1-..:.C ... ITYC::...A.J.PP-'-R--OV ... A=L--1 L"R'-'V-"WD""-'B"-Y'-':-===l L _____ -_7 _ __, 48 0-4 A r: 7 r ieo.a 157.9 I 29" 45 ELLIPllfJ SiORM RAIN P P[ !PER DW . 480, 4! I I, I \ 1._ I ' I I I . I I I i I ' i ' I DESCRIPTION ' I BIORETENTION 10 8/0RETENTION 11 8/0RETENTION 12 WATER QUfilTY BASIN DESIGN VOLUllE REQUIRED VOLUME PROVIDED AREA RE= FOR TREA (CF) (CF) (SF) 202 210 155 209 210 174 209 210 155 Q: \ 19011060\Civil011 060\dwg\GRADING\G480-4A-Shcet4.dwg, Layout: Sheet 7, Aug 15 2014 B: 04om ELEV J. 161.00 159.40 157.75 161.69 TW I 161,02, ,.., ~-1 ,,f,0/ STEP~ ~ ~ / ' 1.g) , ~g_~-~';";;;a' ,.,__, __ . • c~. _ --· ~ ~~~-_ _ "1,,,0 _____,"' I : ~ 1.0% .,., ,~ __ \... / ,:--'- .,,.. \ -l _) ~-~-. ~. 160.71 FL 161.1 FG lll,l.._-----'---,.-.;,h 161.13 • ' 1 • ~'. FG 160.66 FL 161.2 161.0 : 160.91 Tl'/ 159.0 FG WEST LOT 11 /FG FG 8.2% 161.21 161.21 DS I FS FS 160.63 5• FL 1--=ct-!ll--'b'c--=-cnSD'-"S ~/4 161.;ill 161.38 6.50' · 6 50 ~ il:~-1~------~-. 1· ~ 7.17', 6.50 PLAN 2 PAD=161.13 FF=161.80 ~11 ~, 4.84' . . t . PL '"'1 ;~ -. . t~ + l , : . : 160.54 Tl'/ 158.63 FG WEST ~ i60:n--, ~· FS L-----. ~ "' j . /·. .. DS ~DSl!------~-;:,~ 160.8 160.5 2.9% 1 FG FG 160.38 161.33 FS 160.90 FS 160.7 FL . PL 162.62 Tl'/ 160.5 FG WEST DS : 9.1% \162.8 / FG FG \~ "1' 163.43 OS : :; 162.27 .. FS a FL }.. . 7.17': 158])6 ,; FS ' 4.17' 6.50' DS .. jt::: N c> t .,. . 5 5% 162.5 ~ · __:.._ FG ~! DS 160.07 FL 160.87 -FS PAD=160.88 FF=161.38 ' 4.17' : 4.17' 6.50' OS 163.2 FG • LOT 10 PLAN 3 PAD=163.24 FF=163.91 . OS . .. cY. 1 S=0.0325 ............. .......... B N55'59'4J"E 65.oo· ...... _-___; - -- - ELEV B ELEV C AREA ORIFICE ti (IN) 160.00 159.00 250 SF 2.75 15B.40 157.40 250 SF J.00 156.75 155.75 250 SF J.50 ~ ~ 5 0 10 ! SCALE: 7"=70' I I 20 30 i I PREPARED BY: HUITT-ZOLIAA; Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suile 201 Thousand Oe!<s, California 91360 PhQne 18051 418-180! Fax 18051 418-1819 ~-Pl►/ 69625 PETER M. BERNARD P.E. R.C.E. No. 8/14/14 DATE 163.43 FS 163.2 fG (JfESS/~ ~ \I. Bl'.f,t,'-t} --~ "= No. 69625 Expirution 6-30-16 CIV\\. ~ FL I "''j 162.7 ~ FG 3.1% 1 ~:· '• I' ~ 1se.M TW / ~64:867W STEP,,..--. L,·· ~ 16~51 tk)64.6 __!M-FG 1 ' : 6.50 DS 164.72 Tl'/ 162.85 FG WEST ~+1 164.26 OS : 3.4% 164.4 PL FG / I ., 162.16 ./~ FS TRACT BNDY AD PROPERTY CT 12-07 EG PER PLAN PROPOSED 29"x45" ELLIPTICAL STORM DRAIN ~ .. • CONSTRUCTION NOTES G) 4• PCC WALK, SEE LANDSCAPE PLANS FOR MATERIALS, COLOR> AND FINISHES @s· PCC DRIVEWAY WITH 6x6 WELDED WIRE MESH REINFORCING SEE LANDSCAPE PLANIS FOR MATERIALS, COLORS AND FINISHES @PCC STOOP, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS AND FINISHES @a· NOS NYOPLAST INUNE BASIN W1ITH a· ATRIUM GRATE ' @ 4" PVC SCH 40 DRAIN LINE 6" DECOMPOSED PACTED NATh'E SOI CT 11.t 1--'lo ON Sit«r 11) FENCE ARCHITECT LAN9 @15• PVC SDR.35 STORM DRAIN PIPE (PRIVATE'.) @BASIN QUTI..ET' ASSEMBLY. SEE DETAIL 16 ON SHttt 2 @ CONCRETE COLLAR PER CDC DS-5 @ BIORETEN110N/DE1ENTION BASIN, SEE DETAIL 16 ON SHEET 2 IEE] SEWER BACKFLOW VALVE IS REQUIRED. REFER TO THE FOLL0\\1NG CITY OF CARLSBAD RECORD DRA\\1NG NUMBERS FOR EXISTING UTILITIES: [] 145-4 121 159-9 l:ll 180-6 I!] 197-2 [5] 221-1 [Bl 257-9 1.25' 0.33' 2500 PSI o .. PCC LO . .... i---- ci ••• #4 BAR 4' ·"" -. .. CONTIUOUS • ":' ' :, ·4'" ~-· . ' 1.91' DRAINAGE CHANNEL DETAIL N.T.S. 23.48 20.00' UTILITY EASMENT TYP. WL Y ADJACENT PROPERTY N.T.S. RCE __ _ REVJEl.'ED BY: INSPECTOR r RESIDENTIAL_} STRUCTURE PER BUILDING PERMIT EXP,----DATE DATE l--t--t-----------t---+----+-----+-~ I SH7EET I CITY OF CARLSBAD 13S~E~S ENGINEERING DEPARTMENT ..t"'L ~P"'R~E°'CJ;:;S~E~GRAD~~I~N~G:::P~LA~N~S~FO~R~::::::::::::::::::=:::::::=::='.~ VAllEY 17 PRECISE GRADING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL g~~D B~~-:, [-< PROJECT NO. I DRAWING NO. RVWD BY:.._.___,__, CT 12-07 _ 480-4A ' I, - \m1.3ID ~~~ Q: \19011060\Civil011 060\dwg\GRADING\G480-4A-Sheet4.dwg, Layout: SheetB, Aug 15 2014 B: 04am I I PL \ / / ' l0+04.83 166.SBTC CL DWY 166.48Fl W=16' -m mm'-•"'•"""> ,,~~" •-'•--L~~•-•~•~" •-m.J,._J I~ ~- FG i ,----r~ I . --I ! i PREPARED BY: I--IUITT-ZOLIAR5 Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousan~ Oaks Boulevard Suiie 201 Thousand Oaks, California 91360 Phone 1805) 418-180! Fax (8051 418-1819 11:A rl t/4t:tfr'l 69625 PETER M. BERNARD P.E. R.C.E. No. ., I 167.55TC 167.05Fl . I I ! 900' -6 . ---l . -p~-~ 1 · ~~JJ --~· ' f--· ---- I ~\l,\lfESS/s: t!~◊,J-~-~~ c; Q,; ~ ~ No. 69625 S.l [xpirolion * 6-30-16 * ¾lt-C/V\\. OS,.~'< OF CA\.\~ 8/14/14 DATE I I I - ! I I J -IJ r-. 1. 3 -S: I I I: I I I I I / I : i I i µ '? ~ -' ' ; ,;,J J~• •. 7-· '' <• '. J ,_!\ '·-!t· --.. ·-' !,Lt! I I ~\ I I I/ I i I r:zt;; ! I \ ,,11 \ I I "' "' i ~ "' ~ ! ~ '::, ~ ~ C ['.l "' .L N 0 (0 \ I ' ' \ I / 1/ J I• I '• r·- c;i /; / / \ /I I ' ! I I I I I I I I i \ : '" I ~ 'I !, N• l'l''(l.e,,15£ ... l'l~of«<l'-':T<. IN.,,,_,.• n C,,•<'" I ' . A NOT('> 1'111'> .... ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CONSTRUCTION NOTES CD+· PCC WALK, SEE LANDSCAPE PLANS FOR MATERW.S, COLORI AND FINISHES @ 5" PCC DRIVEWAY WITH 6x6 WELDED 1MRE ·MESH REINFORCING. \';Eli LANDSCAPE PI.NIS roR MATERIALS, COLORS ANO ANISHES @PCC STOOP, SEE LANDSCAPE Pl.ANS FOR MATrRIALS, COLORS AND FINISHES @ s· NOS NYOPIAST INLINE BASIN W1Til 8' AmlUM GRATE @4" PVC SCH 40 DRAIN LINE 7 CONCRETE CHANNEL, SEE DETAIL ON SHffi 7 & Qg) REfAINING WALL (8" WID MU, PER ii~ t)ef"II-S ~ SH£~ I'!,) @GARDEN WALL (CMU WALL PER l>Ef~ \,Mb5CllpE' tlt-"W!M,-.) SEYER BACKFLOW VALYr. IS REQUI ED. 2.•?-:,•/' DATE ::!'.St REFER TO THE FOLLOl'tlNG CITY OF CARLSBAD RECORD DRAl'tlNG NUMBERS FOR EXISTING UTlLITlES: [lJ 145-4 [2J 159-9 [3] 180-6 ~ 197-2 [5] 221-1 [ID 257-9 10 ' 10 ~ SCALE: 1''-1 0' RCE EXP. REVIE\c/ED BY• INSPECT DR 20 30 \ I DATE DATE I SaET I CITY OF CARLSBAD SHEETS. 13~J ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: ~ VALLEY 17 PRECISE GRADING SOP 12-07 APPROVED/L I f ~;, t'-d JASON/J/4 GIZ~ERT ~} ., i.:i, -n/!I ENGINEERINiiMANAGER PE 63912 EXPIRES 9/30/;4 ' DATE DWN BY: INITlAL CHKD BY·\/4'- PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: I CT 12-07 I 480-4A f ,\ / 159.57 1W \ ·, / 156.90 TF \ 151.d DESCRIPTION BIORE1EN710N 1 J SD I I I I 157.44 TOP RET l'/>Jl. 153.44 TF WATER QUAUTY BASIN DESIGN VOLUME REQUIRED VOLUME PROVIDED AREA RE~ FOR TREA NT ELEV A (CF) (CF) (SF) 425 465 792 157.40 Q:\19011060\Civil011060\dwg\GRADING\G480-4A-Sheet4.dwg, Layout: Shee-19, Aug 15 2014 8:04am 158.24TC 157.74FL -::;"~~---t,~--,-,(1s9.o --: FG , FL -i-=c6.15 FS .00 l-~( FG 158.7 /156.20 • ,....,. 3.6% FG 5s.21It-N7J, ~II , 7 I I ~ // I A I I I 1 ' 156/.10 ill ,I 4' " ~,~ r==e:t~__]JJS~B.6UL-HP :4.5Q' / . ~ '~ I S,50 ·"' 15":· ,I t·'i . ~ ff \~ < '4.34' 1'lr1G 's' I '15.oo1 ~ I~~ I .1;/ ~11 ) I . ()' ~11 rt ri .'..' ht-i~t:5~m~~ , /-?:'J-~ ' ELEV B ELEV C 156.65 156.15 15717 FG \ 158.57 DS FL COVENAN OF PRIIATE DRAINAGE & M NANCE ESMT. TO HOA R FlN.AL MAP FM 12-07 ORIFICE II AREA (IN) 850 J.50 X 2 10 ~ 159.23 rs LOT 13 PLAN 3 PAD=159.0 FF=159. 71 ~ 10 I - 159.0 FG. SCALE: 1"=10' l \ \ 20 30 ~ ! J I LOT 114 PLAN 1 PAD=161.59 FF=162.26 [El I 11+68.81 CL OW'f W==16' t ' , 1 ' i ' ' ' I ' . 4.17' 1 1, I• , · 6.5' ~ 1: ll:10 f • :/ w OS 163.11Ti 162.61F FRA IER PER DWG w I / ' 163.9 FG 163.9 FG I f I f I / I f I / / LOT 15 PLAN 3 PAD=163. / FF=164.~ 163.80 TW / @) 161.2 FG ,/ 163. WEST FG 1FS 163. f FG i 16_J . ~ \(161.35) 11 '< -,~ I = I-UJ w I CJ) w w CJ) CONSTRUCTION NOTES (D 4" PCC WALK, SEE LANDSCAPE PLANS FOR MATERIALS, COLORS AND FlNISHES (D 5° PCC DRIVEWAY WITH 6x6 WELDEO WIRE MESH REINFORCING, SEE LANDSCAPE PlANS FOR MA'lffiALS, COLORS AND FlNlSHES @PCC srooP, SEE LANDSCAPE PLANS FOR MATERl>J.S, COLORS AND FINISHES ® a· NOS NYOPIAST INUNE BASIN WITH a· ATRIUM GRATE @4• PVC SCH 40 DRAIN LINE (D CONCRETE CHANNEI. SEE DETAIL ON SHffi 7 9 8" ECOMPOSED~IIE: ~ ~P~Jl\$.,SOl~...-----,"V'"""'\ A 1 RETAI ~~~E~ eoRS owe c 1, t>e,-,.11-s ..,,.. StV.C'I' r;) L.!l-11 GAA~EN f4jc~~yi4 P~DWl's--o11 BIIEJ"' 10, l,.Nt4b(GA.f( P.,,,N,ISJ 13 15° ~SOR30 STORi:tO'il;,:ri(PIPE (~A'rf1• @ BASIN OUTLET ASSEMBLY, SEE DETAIL 16 ON SHffi 2 @) CONCRETE COLLAR PER COC DS-5 @) BIORETENTION/DETENTION BASIN, SEE DETAIL 16 ON SHffi 2 @INSTAil_ CRISPIN 16" IN-LINE RUBBER FLAPPER CHECK VALVE OR EQUAi. SEE DETAIL 17 ON SHffi 9. (PRIVATE) @ 16" PVC SDR35 STORM DRAIN PIPE (PRIVATE) IEE] SEWER BACKFLOW VALVE IS REQUIRED. REFER TO THE FOLLOl'l1NG CITY OF "r/1 /1g CARLSBAD RECORD DRAl'l1NG NUMBERS FOR EXISTING UTILITIES: gE,\JJ"f'f..\J ill R.. L\)J\J\) DI-TE [] 145-4 C!EwE'i.4'1 l?f-P 1/-~0/11 12] 159-9 1--------~~-----i\ 131 180-6 RE\IIBWED l3y: [!I 197-2 ~ c. J('J, .. _.A.~--~'O_-_(l~A-~·-·~Z=-Q~\P ~ ~;j=1 L DA-TE I . . Class 150 Rutil!e,: :Flapper Data . . .. . . . • ou • • •• • •• •• • oouo • • •"• •••_:-• < • ,.,, .. ~~-o ·• 0. o ,,._H 000000 O•. f'l'H'>'• UO•~. °''''°u M~HH •HOU .. -.u oo •·•'._•)' ~• o u'oo'o ~ fi'• o'\. j: 0 0 VALVE ANSI MODEL i A B c D E F I BOLT NO. ◊F1· · WT _Si_ze___.,_c1_as_s--1-_N_o_. --+-! -~--·.--·-·~·-____ . :1 , , Size Bolts· Lbs. -1~ l 1so R~161 I 32 21.2si23.5ol 1,441J6_J1s.381 1 I 1!i: 1975 PRIVATE IN-LINE RUBBER FLAPPER CHECK VALVE DETAIL @ RCE __ _ EXP,----DATE REVI[\,/[D BY, INSPECTOR DATE t----t---+------------+--+---+---+----1 ~ CITY OF CARLSBAD SHEETS, LJ!_j ENGINEERING DEPARTMENT 13~ J r-::=::=-:-:=:c-c------------------..--'-----------1--l--l----------------i---1 _1 __ 1 _1 ~P:;;R:;;E:;;C;:;IS:;;E~G:;RAD:;;;I~N~G:::;:;:PLA~N;::S~F::::OR;:::::::::::::::::::::::::::::::::::==:::"~&.;;;•-;z_~ PREPARED BY: VAL l E y 17 PETER M. BERNARD. P.E. R.C.E. No. HLJilT-illLJARS l'..<'il ~illfESS,~ f---+---+--------------+----+---+---1---1 r,r.uir-r~r.-~-c"YPRECISE GRADING Huitt-Zollars, Inc. Thousand Oaks ff1:;-<S'-~-8~"'\~ (cr.1·100::0 SOP 12-07 90 E. Thousanl Oaks Boulevard S '< No. 69625~ ~ APPROVED:// • l,f !J / _J_ JAcON S'/ qElDERT Thousand oat~:•c~1~r~rnia 91360 "' Expimtion ~(ir!ll ti'.--t'i~.i:;-r~cc""cc'.Jl{"".':-'-,;-,z"-:-'--t _,_SoJ!'-:'P'-";'-w':'-'"in"-t ..cf-ccr,rllt:"'-'·:c:..1'-"'~.-'"'""r,"'~''=~---+---+---t=S'-· Zc:1=--•~/Sc+l-:c =~Ci~'--1 L f l!•,r,J f j /// f ,'!le-ff/ J.:J-1?.1;/l I Phone (805) 418-1802 Fax (~05) 418-1819 * 6-30-16 * ~IS rt~ 1 11,t,i,~ NV"IW'Jl~ IN ,t_,r, it,:-,,..,._ 2.•?,,,JS .:S:.S<; ENGINEERINGt'MANAGER PE 63912 EXPIRES 9/30/14 DIITE ' M 111 zk,M;fr') 69625 8/14 114 ~~ :'~~~,\~~ 1-~□A=~,,--l..,IN=l~~IA..,L..µ'--'"Ll-"'J~ ... t'-"-S'-~-'-s-«1" . '1 ENGINEER OF WORK REVl~ION DESCRIPTION DATE DA TE INITIAL DA1E INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY:~,J-,,.,-.2_,- RVWD BY: PROJECT NO. CT 12-07 DRAWING NO. 480-4A APN: 156-2112-11-00 ' / ', ;,s;<(/-~1-/" '"" /.;" 5 00 . " ,_l , -r.·•,_, I < ,:;p"j ,,,,.--~.., ,, \ \ / ' ' , ,";.\ )/ PREPARED BY: 1--IUITT -ZOLIARS Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suit, 201 Thousand Oaks, California 91360 Phone 18051 418-180: Fax 1805) 418-1819 tf;it, rl1iaa¥/ 69625 'PETER M. BERNARD P.E. R.C.E. No. ,, ,, / / ,, ,, 24 HOUR CONTACT: KYLE EMERSON 1-951-315-0534 ~\'-OfESS/~ ~<8-\I.B~% ~ t5-~\;,, {j q; No. 69625 t Expiration * 6-30-16 * ~~ CJV\\. ~<ii:--., 8/14/14 OF CAI.I\ DATE LEGEND & ABBREVIATIONS CROSS SECTIONS SEE SHEET 12. NOTE TO CONTRACTORS 1. ALL REMEDIAL GRADING WORK AS SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED REMEDIAL ACTION PLAN DATED MARCH 18, 2014 UNDER THE SUPERVISION OF STANTEC CONSUL TING SERVICES, INC. 2. THESE PLANS PROVIDE DIRECTION FOR EARTHWORK ONLY BASED ON APPROXIMATE LOCATIONS AND VOLUMES OF CONTAMINATED SOILS AS PROVIDED BY STANTEC. ACTUAL QUANTITIES SHALL BE VERIFIED IN THE FIELD BY STANTEC. 3. BURIAL CAP SHALL BE LOCATED A MINIMUM OF 7 FEET BELOW FINISHED GRADE AT ALL LOCATIONS AND A MINIMUM OF 5 FEET BELOW WET UTILITIES. 4. BURIAL OF CONTAMINATED SOILS SHALL BE SURVEYED AND PLOTTED FOR RECORDS. WORK TO BE SURVEYED INCLUDES BUT NOT LIMITED TO: EXCAVATION PITS TO CALCULATE VOLUME OF CONTAMINATED SOIL, BOTTOM AND SIDES OF BURIAL PITS PRIOR TO PLACEMENT OF CONTAMINATED SOILS, AND TOP OF BURIED CONTAMINATED SOILS. 5. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH ANY OF THE GOVERNMENTS, STATE OR CITY RULES AND REGULATIONS. CONTRACTOR FURTHER AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPT FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 6. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 811. SOILS ENGINEER: N.AME: ACDRESS: REPRESENTATIVE: TELEPHONE: ENVRONMENTAL: N.AME: ACDRESS: REPRESENTATIVE: TELEPHONE: ALTA CALIFORNIA GEOTECHNICAL, INC. 9707 WAPLES STREET, SAN DIEGO, CA 92121 SCOTT A GRAY (858) 952-7850 STANTEC 25864 -F BUSINESS CENTER DRIVE REDLANDS, CA 92374 KYLE EMERSON (909) 335-6116 40' 20' 0 40' THESE PLANS ARE CONSIDERED INVALID UNLESS SIGNATURES APPEAR IN BOTH SIGNATURE...BLOCKS BELOW \f'~"'' ~~ THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO THE DIRECTION ' . ECOMM IONS OF THE ENVIRONMENTAL CONSULTANTSTANTEC. /,§]/ ,\'t, et KYU: E'M~ASC~J A /,<, j:c D n 110.111, ~ 15/14 IA l /,;:,--' * CSRTFiOJ SIGNATURE AND DATE -r~-•;:,1~!rrc,py•• d .., _ _,_, ....... , THIS PLAN HAS BEEN REVIEl'{J2D AND CONFORMS TO THE DIRECTION~~RECOMM~3/10NS OF THE SOIILS ENGINEER/GEOLOGIST CONSULTANT ALTA CALIFORNIA GEOTEc.;~>'1'::, _,. Q'() ' SIGNATURE AND DATE: ,~ --l • ,j \ ~--_/4:'\\,cSSIOl/4~ v, .. .J-.... X 8/15/14 , ' ~ • ~ '& SCALE: 1 " = 40' RCE EXP. REVIEIJED BY• INSPECTOR 80' DATE DATE . !:!? i;J> ~ '((': L!QJ CITY OF CARLSBA.D I s1\T~ CO. tfo, 2~:: \' 0 "' . . ,. ENGINEERING DEPARTMENT ~\:" ''-"' ~/, PRECISE GRADING PLANS FOR: ~;,; ~ l'/F VALLEY 17 ,.. ~ REMEDIAL GRADING-REMOVALS -SDP 12-07 APPROVEDL/4,...,,Jf. fjj/£,if JAS)N J' G,.LDEF[f { 7.,.7 '/.0{ ENGINEERING"'MANAGER PE 63912 EXPIRES 9/30/14 I DATE /1\ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: o, (,5 CT 12-07 REVISON DESCRIPTION 480-4A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY; 0006.jli / u' ' -0 C ~ G) PREPARED BY: HUITT-ZOL~ Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousard Oaks Boulevard Suile 201 Thousand Oaks. California 91360 Phone (8051 418-1802 Fax (8051 418-1819 11A J11 Otftt#/ 69625 PETER M. BERNARD P.E. R.C.E. No. 24 HOUR CONTACT: KYLE EMERSON 1-951-315-0534 ~io,Ess,0~ ~ ~ \,\. 8[111,:,"'&' c.:, ~ __ "@> .... ~~ f& <>: No. 69625 ~ a::: Expiration ;;:o * 6-30-16 * 8/14/14 ¾1° C/V\\. '#;"' or c~1.1, DATE LEGEND & ABBREVIATIONS CROSS SECTIONS SEE SHEET 12. NOTE TO CONTRACTORS 1. 2. 3. ALL REMEDIAL GRADING WORK AS SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED REMEDIAL ACTION PLAN DATED MARCH 18, 2014 UNDER THE SUPERVISION OF STANTEC CONSUL TING SERVICES, INC. THESE PLANS PROVIDE DIRECTION FOR EARTHWORK ONLY BASED ON APPROXIMATE LOCATIONS AND VOLUMES OF CONTAMINATED SOILS AS PROVIDED BY STANTEC. ACTUAL QUANTITIES SHALL BE VERIFIED IN THE FIELD BY STANTEC. BURIAL CAP SHALL BE LOCATED A MINIMUM OF 7 FEET BELOW FINISHED GRADE AT ALL LOCATIONS AND A MINIMUM OF 5 FEET BELOW WET UTILITIES. X] ::_;(·),,'j \ = LIMITS OF EXCAVATION LIMITS OF EXCAVATION EXHIBIT THESE PLANS ARE CONSIDERED INVALID UNLESS SIGNATURES APPEAR IN BOTH SIGNATUR>= RLOCKS BELOW THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO THE DIRECTIO~~ECO.MM IONS OF THE ENVIRONMENTAL CONSULTANf STANTEC. J? . .. . \4i;) t.t: K'i'lE EMF.fl.SON .-\ ; /0i£ O Jl No.1211 ;.,; 6 · , ---~-* CEfliTl~O 3 1 5 / 1 4 SIGNATURE AND DATE • ·Ji--\ . \ Cl ~"W•CJN<> THIS PLAN HAS BEEN REVIEw!5' AND CONFORMS TO THE DIRECTIO~\(;~~,f/~-.. 0 'ME~~;r!ONS OF THE SOIILS ENGINEER/GEOLOGIST :ONSUL TANT ALTA CALIFORNIA GEOTECN6~ .. . , ·O'' ' "' ' •1"> ,.,, :--,fl-, l'I '"' 40' 20' 0 40' 80' SCALE· 1" = 40' RCE __ _ EXP, ___ _ DATE REV!Ev/ED BY• SIGNATURE AND DATE ,,,,,,.__" /( , .J \. Q _ .... I .l.~'\.SSIO,V,r~ 8/15/14 '" '. ~1""~fi~~~~:::_,-;===:-~IN~S~P~EgcT~□~R~========~D~A~T~E=~ J:Jc:j ,~ t---t-----t-------------fli±'::'r'-t_l'l-:,-.o.'""2~:..-;;-;1•.t-+•1_"--1\---it---t-~ ~1 CITY OF CARLSBAD I sH1E~T~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION --L..!..!_j ENGINEERING DEPARTMENT <\ =====:::....:::=:::::::::::::::::::::::=::::::::::::::::::==::::::::::::===-==~ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: VALLEY 17 REMEDIAL GRADING-BURIALS SDP 12-07 APPROVED:// j) } f ,1 /i_.J_ JASON ,. Gj':LD~RT lk'w,.,, ',//,.)',, 7 o 17.::i/?cl!./ ENGINEERING' MANAGER PE 63912 EXPIRES 9/30/14 ' [/ATE DWN BY, .,,, I PROJECT NO. I DRAWING NO. ~~~g ~~; ,g _ CT 12-07 _ 480-4A TOP 1: 1 SLOPE P~==r=="TI1 1 167.00 164.5 I.O' TOE TOE ' 1601 '· 160 >-------1 155.00 i I I ' 10+00 SECTION RM-4 170 0 E!IIS t',..';. 16 .00 ..SLJR' 17 ,.°J L 1-I--164.38 11• 1 SL PE _,-TOP ' . --' .. BZ no ,-V I TOE 1163.38 ' 160 (TOE--I ----· · 16 ' I 0 I . 10 +00 , ,+00 SECTIDN RM-3 ·-·r-·----~ ----·--T6s:25 -·; 170 ~----1-----.. -_______ I____ 159.61 ;13~ANci -jg~13 n=-=--:,_o_· ,-, 1:.:--i 160~-1d6.oo __ :x!~_nNI,; suR~~:§!56'86 1,1 SLOPE"'\ ~,op ---1 l~~J3.j------t-'o"------7 160 /TOP to· j 155.56 2.olTOP , _ --.. 1 1 I /( .rt! 1 ~PE --7 _TOP f\ /1; 1 SLOP-; I : 158.61 ~gf;DD -. I ~gi;~ 1'-' 115.86/ p,,,__1:1" SLOPE-TOE ----1- 150 ,vE ---1 --150 f----+i---+------<1----t-----:-:· :-----1-_r-_·-----~----~; L_ _ _;_ ____ ~1~1.L+o=o~----L----.1"'"2+.1,o,,o_------'------.frlo~o----~----14+00 170r-·--·---------,-----------,----- SECTIDN RM-I 170f------~----+----- ' I f---------;----,,----,.c1.4~9,,.,.8;=J=·· --··-·-'----__,.~6;---+--+----1 TdEI /TOP 149.78 \ 150.59 =~-II 150 -----+-- 1 ' TOP I TOP -'-·· ~:1-S[OP:' _ _.:.:::__.:-~_;_=)'.. ___ -J----: 150 145.29 P,ROP 146.07 TOE CAP TOE . ··-···--- 141. 76 TOP LOP I 1401'-----+-----t---'-(,--~ I 136.178 TOE 142.61 -rop -140 0 i' • 137.54 10+00 1 +00 TOE 1 + SECTI□N BP-3 ---~------~------.-------------~------:,c-i-------1-I· +-----'------t---,,----t----t-7-. ' , 165.98 .._ 170 ·'.:1]~ ___ _j __ ~ ' 1! 1 : 1 -!-~--...:rOP--\, -fr--f<~r- .::; :;: 'I II I PROPOSED UNIT PROPOSED UNIT <C 1,I QI I /::':_:='::j,":'==::':::::':::'.::::::'._..j.... ____ ./.j. __ 175 170 ~ .... oi,-,,.:i:"'.1 ~II l/4~509P.04 --H+-------,,-~ -PROPOSED"UNtT·-J . .. I ~ ::'.; ,, PROPOSED UNIT, \__PROP S R~ACE 0 '-' ii: 1 ,. -----+------+-•·-----\-------=27:L...,::.SL::cOc..P.::.E_.c,-..'-/---11---1 160 160,~ ·10: · -\ROPOSED·UN/T ········ + '. Ji½oP',./ f-""'-----!-1 ....cL-----\..\--1-,-2-:1 SL~PE PROP PAP\ I 146.67 I 1501----....;-------t\·· l48.8Z ···· TOE. \j /TOE/TOP PIT HA!+ 7,000 C.Y. oi POTENTIAL f.-.-----1------t-~''<"----J------t---VOlUM: \ 138.J /TOE 140•1-----1 10+00 12+00 13+00 SECTION BP-2 170 -~---· I -·----- ll:: I ' s ' I . . -----. 160 I ' PROP SURFACE~ I ~ 158.18 I I ' rDP '\.I ... 150 :---·-·-----1~2:1-StoPE ---------------·-· ' -----L .. . I 1. i I I I ' I -·- I ' 140 ~=+-=i- ·------" -130 10+00 11+00 \ 14Z.60 , ·f ·To v.me -~- ~---------· 134.60 I/ TOE -----.. /t'R(Jf5"i.;At' ,_,,_ .. .. PIT HAS+ 7,oob c.v. OF POTE1TIAL . \jOLUME . .. - .. -- 12+00 SECTION BP-I 13+00 . . .. 1_4 TO .. -- ----- .... 14+0• 66:9!j--- TOP ...... I ·; 2: 1 SLOPEJ 150.90 '\/ TOE/TOP .9 .... I --.....! --· ---· __________ ,._ -----~- 14+00 150 140 <( a <C 15 "' .... ~ 1 ~ 160 150 I 140 130 70 THESE PLAIJS ARE CONSIDERED INVALID UNLESS SIGNATURES APPEAR IN BOTH SIGNATURE...BJ_OCKS BELOW ,, . CL THIS PLAN HAS BEEN REVIEWED ~ND CONFORMS TO THE DIRECTION · ' ECOMM IONS OF THE 1;, / (11 ENVIRONMENTAL CONSULTANT SfANTEC. ~• K\'1.EE!lt'ROON. ~ Nzt 127l SIGNATURE AND DATE 15/14 THIS PLAN HAS BEEN REVIEl'l'jill AND CONFORMS TO THE DIRECTION'~~?OM-~10NS OF THE SOIILS ENGINEER/GEOLOGIST COIISULTANT ALTA CALIFORNIA GEOTEc;~ •' ,. ~~-~ RCE __ _ EXP, ___ _ DATE REVIE\,IED BY, I 'IL;.._ . ~1;,ESSIOl/~l_"-~'-8' '15· '14 SIGNATUREANDDATE:: .. Y ,./ ,· ~i',,'\.'-ll '1 INSPECTOR DATE ,,. . , ... ..-::: PREPARED BY: HUITT -ZOLIARS Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand C1aks Boulevard Su:te 101 Thousand Oaks, California 91360 Phone (805) 418-1802 Fax/805) 418-1819 M 11 t0(:0vc1 69625 PETER M. BERNARD P.E. R.C.E. No. 24 HOUR CONTACT: KYLE EMERSON 1-951-315-0534 8/14/14 DATE 11\ DATE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISIO~ DESCRIPTION OTHER APPROVAL CITY APPROVAL SDP 12-07 APPROVED: // £1 f f1-{H-JASOtj, £· <;;ELDERT lk.,._,,_,./. /r :,,ly-1,t, ff/P,/7.o/L-j ENGINEERING-MANAGER PE 63912 EXPIRES 9/30/14 ' bATE OWN BY:~~- CHKD BY: V/ RVWD BY: PROJECT NO. CT 12-07 DRAWING NO. 480-4A 090414 l ORCO 6' FENCE W/ 2'-0" TO 3'-4" RETAINING ORCO 6' HIGH WALL W/ 2'-0" TO 3'-4" RETAINING • "' • FOR 110/85 MPH WIND 3 SEC GUST@ EXP C 11,00D FENCE BY OTHERS W/ POSTS@ 8' OP/C /ll4K. NOTE: PROVIDE #4 OR #5 DOWEL AT EAaf SIDE OF CONTROL JOINTS, ENDS OF WALLS AND@ WALL HEIGHT OIANGES LEVEL BAQ(FILL USE NAIDF LOW EXPANSIVE BACKRLL PER SOILS ENGR. SEE BACKRLI/SUB-DRAIN DETAIL ON THIS PAGE. #4 HOR2 CONT. @ 24" 0/C AND (2)#4 HOR2 CONT. @ TOP BOND BEAM 'C' DOKR @ EDGE OF 8" OIU DESIGN CRITERIA: PER 2013 CBC 1. SOIL BEARING PRESSURE= 2000 P5F. EQUIVALENT R.UID PRESSURE= 38 PSF PER SOILS REPORT 2. ALLOWABLE I.ATERAL PASSIVE PRESSURE= 250 P5F. 3. GROUT STRENGTH= 2000 PSI@ 28 OAlS. 4. REINFORCING STEEL : GRADE 60. 5. SEISMIC-1 SEC. ACCELERATION= 70%. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. I/OTES: J, CONCRETE BLOCK SHALJ. CONFORM TO ASTM C 90, ORCO STD. PRECISION BLOCK MAY BE USED. 1. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-1/2 PARTS SANO TO 3-1/2 PARTS GRAffi WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTIANO CEMENT SHALL CONFORM TO ASTM C 150 TYPE lq1I, Fe = 2500 PSI ], REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4, REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHiaf IT IS LOCATED. 5, CONCRETE BLOCK SHALL BE I.AYED IN A RUNNING BOND PATTERN WITH IIERTIC4L CONTINUITY OF THE CEl1S UNO. Z"QR -¼--n ~ ,I! 1_,_1 _11_, 4" DIA. SOR 35 PERF PIPE W/ 1 CF. 3/4" GRAffi WRAPPED W/ MIRAFI ,,-----140N FILTER FABRIC -SLOPE TO DRAIN. -- • WATERPROOF BACKSIDE OF RETAINING WALL. 6. All BLOCK CEl1S CONTAINING VERTIC4L REBAR SHALL BE SOLID GROUTED. 7. USE 06P TYPES MORTAR PROPORTIONED USING ASTM C 170. 1 PART CEMENT TO 1/2 PART UME TO 4-l/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE 8lOC1( TO BE 1 PART CEMENT ~--+-v• BAR TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAffi IF WEATHER CONDfilONS ARE FAVORABLE AND ~:::::==:::~-~:,._t_ #4 HOR2. CONT. @ 12" D/C BLOCK UNOBSTTIUCTED CELL SI2E I5 sumcmrr TO ALLOW • TOP AND BOTTOM AS SHOWN GOOD GROUT R.OW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT R.OW WITHOUT SEGREGATION OF THE CONSmJENTS PER ASTM 476. CLR. TYP. 12" 9. BLOCK STEM MAY BE WET-SET 1-112" INTO THE FOOTING WHILE THE CONCRETE I5 PLASTIC BLOCK STEM MAY BE Pl.ACED TO EITHER EDGE OF THE TRENG/ TYPE FOOTING. ~ ~ ~ r:,: ~ @ <,: ~ • c:, ·' "' ~ ~ ~ r:,: ~ • ~ ~ ,, -~ 5 l'li ~ 8 \g !i:! ~ Vi ~ • 5' ~ fa "' ~ (s ~ ~ ' ~ ;,; "' ~ ~ • ~ I • "' ' ' • ., / l --_; ~r / .I ~ ~ y ~ -.I ~ ~ 1-1v I'--' IJIT ~ '-0/TTIONAL R.AT CAP ORCO 8816 OR 8616 GIU GROUTED ONLY@ 1/ERT STEEL 32"0/C 160IU #4 VERT DROP-IN BAR @ PROVIDE 24" I.AP INTO ex STEM BELOW. #8 STD JOINT REINFORCE. 'MENT _,,.-@ 24" 0/C (3 Pl.ACES). NOTE: PROVIDE #4 DO KR & #4 DROP-Ii NTROL JOINTS, BAR AT EAaf SIDE OF CO ENDS OF WALLS AND @ WALL HEIGHT OANGES --/ IHORZ CONT. @24" 0/C I/ LEVEL BACKRLL USE N, ~ 71\<F LOW =NSIVE GR. .1 r BACKRLL PER SOILS EN ~L.!J.mlll- ✓--, ~m--. - I SEE 8AO(fl, DETAIL ON WSUB-DRAIN THIS PAGE V 'C' DOKR @ EDGE OF 8" OIU z•a, ; ! ; I:,.-~ .iflt ., •.. •_._c .. • I / Y::i - /1, .·.• - ~ • 4"DIA. SD R 35 PERF PIPE W/ 1 CF. m WRAPPED 11( MIRAFI 3/4"GRA 140N FIL TER FABRIC-SL@£ TO DRAIN. OOF BACKSIDE OF RETAINING WATERPR WALL. ' 'D' BAR #4 HORZ. COM'. @ 12" 0/C PANO BOTTOMAS SHOWN m , "-3Y' CLR. TYP. H/2 MIN. PRDPERL Y COMPACTED NATIVE: BACKFILL I #4 HORZ. CONT, t! 12' 0/C AS R£QUIR£D - ~-PRDVID£ Z4' HIN, LAP AND MAINTAIN 3' CLE:AR FRDH SOIL. #4 HDRZ. CONT, t! IZ' D/C AS R£QIJIR£D - PRDVID£ z4• HIN, LAP AND MAINTAIN .:,3c..'~ CL£AR FRDH SOIL. CONCR£T£ FOOTING #4 HDRZ. CONT. 90 D£G. BENT DOIIE:L W/Z4' HIN. LAP AND MAINTAIN 3' CL£AR FROM SOIL. !24 Z41 Z4' NOT£, PRDVID£ CONTROL JOINT IN BLOCK WALL ABOV£. ND WALL HORIZO//TAL R£BAR TD RUN THROUGH INTE:RSE:CTIDN FOOTING INTERSECTION DETAIL N. T.S. #4 HDRZ. CONT. t! IZ' D/C AS R£QUIR£1J PRDVID£ Z4' HIN. LAP AND MAINTAIN 3' CDNCR£T£ FOOTING #4 HORZ, CONT, 90 D£G. BENT DOIIE:1. W/ Z4' HIN. LAP AND MAINTAIN 3' CL£AR FROM Z4' '8' JO. FOOTING MUST BE POURED ON OR INTO UNDlSTURBffJ /IA TTJRAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 12" . 'B' TYPICAL BACKFILL/SUBDRAIN DCTAIL CLE:AR FRDH SOIL. SOIL, -P4 Z4 'A I 2 1-01 2'-8' 3'-4' 'B' C' DO'w£L 'D' BAR 'K' 2'-9' #4@3B1 0/C E" #4~32' 0/C el' N/A le' 6' .--- 2'-9' #4~32' 0/C r, #4@32' 0/C 21' N/A 12' 6' .--- 3'-0' #4@32' 0/C t_9' #4~16' D/C 30' 4' 12· .. .--- DETAIL PER SECTION A-A 11. FIRST INSPECTION TO BE AFTER FOOTING TRENafES ARE READY FOR CONCRETE AND All REQUIRED STEEL I5 TIED IN Pl.ACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTIC4L IS IN Pl.ACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 20' 0/C 0. I A I 'B' C' DO'w£L 'D' BAR 'K' 'A' '8' 'c• l),we1.-'o• l!,/'.[l.. 2~-01 2'-9 #4!!32' D/C [3' #4@32' D/C el' N/A 4-o'' i'-;i' •'I"',~• o.c. !E! -1'4\?l<-"o c ~ le' 6" .---IJ,,'' (," 2'-8' 2'-9' #4~32' D/C r• #4@32' D/C 21' N/A Lt·-{' '3'·'1'' #4 ~ 16"0.c. l!:: ~S!-> 1~•~c~• Je' 6' .---Ji.," " "" 3'-4' 3'-0' #4€32' D/C t9" #4816' D/C 30' 4' .6'.4-" 4' --:," •s.,w•o.c.12: »s@ \'.,n o.c. 4~" 12' 6'.---l'l.' ... .- DETAIL PER SECTIONS 8-8, H-H & K-K WHERE FOOTING IS BENEATH LOT WITH HIGHER PAD ELEVATION WHERE SITE IS HIGHER THAN EXISTING ADJl, CENT PR0PER:r-Y-F../t' ORCO 6' FENCE W/ 2'-0" -3'-4" RETAINING ORCO 6' HIGH WALL W/ 2'-0" -3'-4" RETAINING ' -FOR 110/85 MPH WIND 3 SEC. GUST@ EXP C -',c------------=;,.-•• -0/0PTIJNAL R.ATDIP '. -~ 5 l'li ~ ~ 8 • \g c:, ·' "' !i:! ~ Vi ~ • "' _, "' - - (s • Q ~~ ;,; ' ~ ~ • "' "' ~ • .,. .., tJ 'A' 2'-0' 2'-B' 3'-4' . i. -• = ' FENCE BY OTHERS @B'OP/CMAX. /:w°POSTS NOTE: PROVIDE# 4 OR #5 DOWEL AT CONTROL JOINTS, ENDS WALL HEIGHT CHANGES EAafSIDEOF OF WALLS AND@ LEVEL BACKFILL US \ BACKRLL PER SOI; E NAIDF LDW EXPAI/SIVE LSENGR. 1m1r11~ #4 HOR2 CONT. @24"D/C RZ CONT. @ TOP BOND BEAM AND{2)#4HO 'F'DOKPL J;.fl!3, I I I I BAQ(FILI/SUB-DRAIN I CAR. ON THIS PAGE. 1~~ •.·J-1 lJ. .. :I 11 .. ,:111 ... ,":::•·;.; = .---':i I I I--• . • . \ ~--'\ : ~ • ., ~ 12" I 12" I_ ., ., • 'B' 'B' 'C' Fl DOw£L 2'-3' 4' #4€!32' 0/1J33' 21' 2'-6" 4' #4€!16' O/Cj41' 24' 2,.-9, B' #4@32' 0/1J49' 27' 4"DIA. SOR3 r(=~ RETAINING #4HORZ. ~ TOPAND CS PERF PIPE W/ 1 CF. 3/4" GRAffi MIRAFI 140N FILTER FABRJC - DRAIN. WA TERPRDOF BACKSIDE OF WALL CONT. @ 12· 0/C BOTTOM AS SHOWN #5KEYDO KR @ 16" 0/C 12" HIGHER l'C + 6" @3'-4"AND 'GI V£RT #4€!32' 0/C #4€!32' 0/C #4€!32' 0/C DETAIL PER SECJlON A-A DESIGN CRITERIA: PER 2013 CBC 1, SOIL BEARING PRESSURE= 2000 PSF. EQUIVALENT R.UID PRESSURE= 38 PSF PER SOILS REPORT 2. ALLOWABLE I.ATERAL PASSIVE PRESSURE= 251) P5F. 3. GROUT STRENGTH= 2000 PSI@ 28 OAYS. 4. REINFORCTNG STEEL : GRADE 60, 5. SEISMIC -1 SEC ACCELERATION= 70%. 6. 15//0 PSI MASONRY COMPRESSION STRENGTH. 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90, ORCO STD. PRECISION, 5PlIT FACE; OR SLUMP BLOCK MAY BE USED. 2. CONCRETE FOR FOOTING SHALJ. BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-112 PARTS GRAIIEL WITH A MAXIMUM OF 1-112 GALLONS OF WATER PER SACK. PORTIAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I,W. Fe= 2500 PSI 3. REINFORCTNG STEEL SHALJ. BE DEFORMED AND CONFORM 1D ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHiaf IT I5 LOCATED. 5. CONCRETE BLOCK SHALJ. BE I.AYED IN A RUNNING BOND PATTERN WITH ~71DIL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CEl1S CONTAINING VERTIC4L REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONffJ USING ASTM C 270. 1 PART CEMENT TO 1/2 PART LIME TO 4-l/2 PARTS DAMP, LOOSE S4ND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAffi IF WEATHER CONDmONs ARE FAVORABLE AND BLOCK UNOBSTTIUCTED CELL SIZE I5 sumaENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDm TO PRODUCE GOOD GROUT R.OW WITHOUT SEGREGATION OF THE CONSITUENTS PER ASTM 476. 9. BLOCK STEM MAY BE WET-SET 1-112" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE Pl.ACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED DN OR INTO UNDlSTURBED NATTJRAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENOIES ARE READY FOR CONCRETE AND All REQUIRED STEEL IS TIED IN Pl.ACE. SECOND INSPECTION TO BE WHEN THE REQU[Rm VERTIC4L I5 IN Pl.ACE AND THE BLOCK WALL I5 ---mco 6816, 6616, OR 6618 OIU GI.OUTED ONLY@ 1/ERT STEEL 'G' BAR. PROVIDE 24n LAP Itrro BX16 OIU. 116 STD JOINT REINFORCEMENT fl 24" 0/C (3 Pl.ACES}. USE #5 STD. FJR SLUMP BLOCK. NorE: PROVIDE #4 DOKPL & #4 DROP-IN BAi AT EAaf SIDE OF CONTROL JOINTS, ENDS OF WALLS AND @ WALL HEIGHT OfANGES #4 'IORZ CONT. @ 24" 0/C "" .,_ l.El/;L BACKFILL USE NATIVE LOW EXPANSIVE \BA<KFILL PER SOILS ENGR. l~o :tWTTT' u~ (s Tri= . -~ ~~DOKPL ~~;,; ~l~~E-BA~CKRLI/S-~U-&-=-~NI , ~ -~ 11 _ DETAIL ON THIS PAGE. • .,. '"i tJ ~ ~ = -1, "' -r~=rl 'i"'I ""'·"1 1.,,,1 =ri:, lrT'I ~ :;1.J -1 ';) -~I ~I ~ J :':; 11- ~c ; • "' 2"-0"' 2'-3' 2'-B 2'-61 3'-4' 2'-9' . . ' 4"0IA. SOR35 PERFPJPE W/ 1 CF. 3/4"GRAffi ' ~ WRAPPED WI MIRAFI 140N FILTER FABRIC -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL. ~ ~ #4 HORZ. CONT. @ 12" 0/C "-.,_ TOP AND BOTTOM AS SHOWN .,,_~1=2~"~,__~1=2_"___,, "-.._ #5 KEY DOWEL@ 16" 0/C 12" 'I 'I @3'-4" AND HIGHER l'C' + 6" 'B' 4' #4€!32' 0/'::_J33' #4€!3<' 0/C 21' 4' #41'16' O/Cj41' #4@32' D/C 24' 8' #4€!32' D/'J49' #41'32' 0/C 27' READY TO GROUT. ~--------------------------------, 12. MAXIMUM CONTROi. JOINT SPACTNG: 20' 0/C, DETAIL PER SECTIOA'S 8-8, H-H & K-K '\<., 4' 4" 4" WHERE FOOTING IS BENEATH LOT WITH LOWER PAD ELEVATION WHERE SITE IS LOWER THAN EXISTING ADJA CENT PROPERA'-R /l".1. LEVEL B SPECTAL INSPECTION PER ACT 530 TABLE 1.192 INSPECTION TASK 1. AS MASONRY WNSTRIJTION BEGINS, THE FOLLOWING SHALL BE VARIFIED TO ENSURE COMPLIANCE: FREQUENCY OF IHSPECTION CONTINUOUS P/RIODIC DURING TASK Ol'RING TASK NOT£• PRDVID£ CONTROL JOINT IN BLOCK WALL ABOV£. ND WALL HDRIZDIITAL RE:BAR TD RUN THROUGH INT£RSE:CTIDN FOOTING CORNER DETAIL N.T.s. .----CONTROL JOINT PROPORTIONS OF SITE-PREPARm MORTAR. X 1---,---"r,----.---__Jc_ __ -.---'--:,_...r-BLOCK WALL W/ REINFORCING PER DETAILS. 'c.' IC" 15'' WNSTRUCTION OF MORTAR JOINTS. 2. THE INSPECTION PROGRAM SHALJ. VARIFY: SIZE AND LOCATION OF STRUCTURAL ELEMENTS. SPEC'D SIZE, GRADE AND TYPE OF REINFORCEMENT. HOT OR COLD WEATHER CONSTRUCTION REQ'M. 1- 3. PRIOR TO GROU71NG, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPIANCE: GROUT SPACE IS QEAN CONSTRUCTION OF MORTAR JOINTS 4. GROUT PI.ACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH OJDE AND CONSTRUC710N DOQJMENT PROVISIONS. 6. COMPLIANCE WITH THE APPROIIED SUBMITTALS SHALJ. BE VERIFIED. X NOTE: PROVIDE LEVEL B SPEGAL INSPECTION PER CBC 1705.4 AND ACT 530 TABLE 1.19.2 OF 1HE MASONRY STEM PRIOR TO GROlfTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF RENFORCEMENT AND 7V ENSURE 1HE GROUT SPACE IS 1HE PROPER SIZE WITHOUT OBSTRUCTTON 01HER THAN NORMAL MORTAR FINS. PREPARED BY: TIMOTHY S. MALLIS X X X X X X X NATURAL SOIL OR CONPACT£D FILL 31925 R.C.E. No. It• 2/18/15 TSM ii:, ADD THIS SHEET -RETAINING WALL PLANS DATE INITIAL ENGINEER OF WORK REVISl)N DESCRIPTION . . D • • Q .' Q Q D D • • D D D • Q • Q • " " • D .' Q D r,1--• #4 HORZ. CONT, t! TOI' AS R£QUIR£D - PRDVID£ Z4' HIN. LAP AND MAINTAIN 3' CLEAR FROH SOIL, • ~-Q. Q • :'7 Q • ·.D Q ~ 111 ll-; ~ I======>' ill, ' ~ " Q ;:i:. ' DATE DATE 3' 1'-0' #4 HORZ. CONT. t! BOTTOM -PROVIJ!E Z4' HIN. LAP AND MAINTAIN 3' CLE:AR FKDM SOIL, FOOTING STEP DETAIL II AS BUIL -" T¢1f"ESSzs tl ~"<~ .. ~ . I'' .. Li ... 2/l!C5 .. I RCE EXP. DATE .1-,as "' * E:lcp. 12-<11;!014 * .,~ Ctvt"~.,~ REVIEWED BY• ~Dr .... ~ INSPECTOR DATE Lill CITY OF CARLSBA.D ~ 3 ENGINEERING DEPARTMENT 3 PRECISE GRADING PLANS FOR: VALLEY 17 RETAINING WALL DETAILS SOP 12-07 APPROVED: (!.J. !Jj,.f;}v) JASON S. GELDERT ?,,'?.";,,/5 CITY ENGINEER PE 63912 EXPIRES 9/30/14 DAlE 7. •J.';; ,t: .... --/ ~>' DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY:' r.' OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-07 480-4A 030515