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Home My WebLink AboutDWG 407-6A; CT 01-04; CALAVERA HILLS VILLAGE U; 01-07GRADING NOTES (IN ADDmON 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 PUW DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RfSOWTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REIJEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMfT FROM THE CITY ENG!NEfl? WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC R/Glfi" OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSUl?ANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERM/TTE£'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. I/1.f INSURANCE COMPANY WRITING THE POLICY MUST ll<I\IF A RATING Of ~ AND A SIZE CA1FGQRY OF ClASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNL£SS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WAllS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPAl?ATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S P£RMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRrrTEN APPROVAL OF THE CrrY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATt SHEET OF THE Pl.ANS AND THE T/1LE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED 8Y THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHAll BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE 7RENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C} COMPAC110N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE REW OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CrrY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. I 3. A SOILS COMPACT/ON REPORT AND COMPIJANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA110NS OUTIJNED 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 THE FIE:LD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WfTH THE CITY Or CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICA1/0NS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO TH£ BEGINNING Of WORK AND SHAil BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTIQN. INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECIS Of THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (602-4601} AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMrr WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUfSTS OTHER THAN FOR PRECONSTRUCTIQN MEETING WILL BE MADE BY CALUNG THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (76oJ 602-2780. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2;00 P.M. ON THE DAY BEFQRf THE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF/FR 2:00 P.M. WILL BE SCHEDULED FOR TWO FUll WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO IABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN /JfPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE Pf.AN VARIES FROM THE SHORING SYST£M STANDARDS ES[ABLISHED BY THE CONS1RUCOON SAFE[( ORDERS. Tm,E B CA1 IFORNIA ADMINISTRADVE CODE. THE Pf.AN SHALL BE PREPARED BY A REGISTERED £NG/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHAll BE PERFORMED UNTIL A VAi.JD BLASTING PERMIT l'.AS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMfT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOWGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC770N. OPERATIONS WILL CEASE IMMEDIATELY, AND Tl-IE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UN1/L THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE Slff OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPEl?AT/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSIT EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-~ HAUL ROUTES SHALL BE SUBM/Uf]) BY THE CONTRACTOR TQ THE CITY ENG/N£ER FOR APPROVAL rwo FULL WORKING DA\'S PRIOR TO BEGINNING OF JifJEJS.. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHAll BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR Sll<lll BE RESPONSIBLE FOR ANY D£BRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE Gl<ADING QPERA770N. 23. BRUSH SHAll BE REMOVED ONLY WITHIN THE: AREA TO BE Gl?ADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICAll Y NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRAD/NG RESULTING IN THE PONDING OF WATtR IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON£ PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. OWNER'S CERTIFICATE 26. ALL SLOPES SHALL Bt TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTI-IER DEBRIS Sl-iALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. . --,~ SOILS ENGINEER'S CERTIFICATE 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PIANTED AND/OR HYDROSEEDED . ,_,~,;,~'.''~'-.. I, DAVID n,'. SKEI I Y, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRING/PALLY DOING WITHIN TEN (10) DAYS OF THE TIME WHEN .f.AQlf SLOPE IS BROUGHT TO GRAD£ ,c/, '·":.<-oVI. S7i,f;;,:'<'!:-,_',0cBUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY AS SHOWN ON THE APPROVED GRADING PLANS. / ."(f,' . <'<~ 1<';,_\()F Tl-IE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRE/) ; i"", : it JlN f?CT0BER .20, f"ll'f'f. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS BY THE CrrY OF CARLSBAD LANDSCAPE MANUAL, THE I.ANDSCAPING PLANS FOR ! l\0, n,cE, .l.7f~?..1"' 1 TUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CrrY ENGINEER. THIS PROJECT, Dl?AWING NO. 407-6L, AND/OR AS DIRECTED BY THE CITY · •. Er.p. ~~• Oli ,z ! RTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS ENGINEER OR PlANNING DIRECTOR. ,,;,:',•. " ;l;j NCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE \.,~<'.'"r,~~,,.;;{~ PI.AN.;Jr1D SPECIFICATIONS THE WORK OF THESE Gl?ADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE ~~ / J AND IRRIGATION Pl.ANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS Af ""C c./ ? oo 3 WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. -=~:;;;;:~~·-,?Ja.l,~~;l,-----------IJ'<- 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ WITH A MINIMUM fjg~;~ff DATE D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEIT AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALi.. BE REMOVED Wm-llN TWENTY FEIT OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACIL/1/ES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIEN11Y 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. 33. THE CONTRACTOR SHALL N01/FY AFITCTED lff/L/TY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL CODRDINATt THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E (B00)-422-4133 (800)-660-7343 PACIFIC BEll (BOOi-B92-0123 (760 -438-7741 ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS (760 -806-9809 {.760 -434-2980 (760 -438-2722 CITY OF CARLSBAD (STREETS & STORM DRAIN} CITY OF CARLSBAD (SEWER, WATER, & RECLAIMED WATER) 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROi i ED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOIL$ ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPE:CTOR { 15. 16. 120 A. 1 Oj CARLSBAD MUNICIPAL CODE: ( 1) FINAL REPORT BY SUPfl?VISING GRADING ENGINEER STATING All GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN1/NG AND /RRIGA1/0N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE: APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT Gl?ADING PIAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE WITH Tl-IE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. 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 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT Tm.ED, "UPDATE OF GEOTECHNICAL REPORT, CALAVERA HILLS, VILLAGE "U~ CITY OF CARLSBAD, CALIFORNIA," PREPARED BY GEOSOILS, INC. DATED SEPTEMBER 29, 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICAnONS CONTAINED IN SAID SOILS REPORT. LEGEND OF ABBREVIATIONS TC GB BC EC HP LP FL TOP OF CURB GRADE BREAK BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE STREET RIGHT LEFT crrY "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL/TlfS FOR PROJECT DESIGN. FIRM, fillNSAKER 8 ASSOCIATES ADDRESS, 10179 HUENNEKENS AVE CITY. ST.· $4N DIEGO CA ;:~E_.7,.,,,· ;;i:.,,' ..,,:)""""''--':;;"'-·~ti=:..,,C"""""~---DATL _l~~..,./4~5'1<2~"~3~---r RA YMOIID L. MART IN ' P.E. NO., RCE 48670 EXP I RAT I ON DATE, ..,6.,_f..,.30,..f'-"0"""-------- T.EGAL DESCRIPTION BEING A SUBDIVISION OF LOT 4 OF CARLSBAD TRACT NO. 00-02, GALA \.fRA HILLS, PHASE II, ACCORDING TO OFFICIAL MAP THEREOF NO. 14541, IN THE CITY OF CARLSBAD, STATE OF CALIFORNIA, AS FILED IN THE omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 12, 2003. OWNERS/ PERMITTEES C/\LI\VERfl \1\lLS I\ LLC. 1Tl.1 1-\00\if\Z l\\'E.NuG: Nf'-1\0NhL CXY '<, C.f>. C\l"\5O ( i.o\ '\") L{\7 -'-\ I 11 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) POR OF 168-310-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-1671 SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GfNERATED BY AERIAL SURVEY IN JANUARY, 1999 BY SAN-LO AERIAL SURVEYS. THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 262-9 CITY OF CARLSBAD DRAWINGS 219-9 CITY OF CARLSBAD DRAWINGS 303-2 CITY OF CARLSBAD DRAWINGS 390-9 CITY OF CARLS81!,0 DRAWINGS 390-9A SHEET INDEX SHEET I SHEET 2 SHEET 3 SHEET 4-5 SHEET 6 SHE:ET 7 TITLE NOTES KEYMAP DETAILS GRAD I NG PLAN EROSION DETAIL SHEET EROSION CONTROL PLAN EARTHWORK QUANTITIES* CUT: FILL: EXPORT REMEDIAL 20324 CY 13064 CY 7260 CY 0 CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FAC!LtnES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE Cl7Y STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED 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 CrrY ENGINEER. I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. CITY OF CARLSBAD PLANNING COMMISSION RESOLUTION NO. 5304, 5305, & 5306, DATED 11/06/03 AND CITY COUNCIL RESOLUnON NO 2002-367 DATES 12/17/02. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED. AUGUST 28, 2000. 7. THE: SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUnON PR£VENnON PROGRAM FOR CALAVERA HILLS VILLAGE "U~ DATED SEPTEMBER 17. 2003. DESCRIPTION SUBDMSION BOUNDARY RIGHT OF WAY EASEMENT LINE EXISTING STORM DRAIN STORM DRAIN (PR/VA TE) BUILDING NUMBER PAD ELEVATION PRIVATE CATCH BASIN SPOT ELEVATIONS EARTHEN SWALE CUT/FILL LINE LOT LINE STORM DRAIN WATER SEWER LIMITS OF GRADING SLOP£ EMBANKMENT (2: 1 MAX.) PUBLIC UTILITY EASEMENT EXISTING CONTOUR FINISH CONTOUR RETAINING WALL•• EXISTING TYPE G-2 CURB & GUTTER EXISTING TYPE G-1 6" CURB EXISTING TYPE '8' CURB INLET EXISTING CLEANOUT TYPE "A-4" LEGEND STD, DWG, C-4 G-2 G-1 0-2* D-9, D-10 *AS MODIFIED PER CITY OF CARLSBAD -STANDARDS FOR DESIGN & CONSTRUCT/ON OF PUBLIC WORKS IMPRO\.fMENTS. " **CONSTRUCTED BY SEPARATE PERMIT SYMBOi ® (31 /. 741 --~ ~ CUT -o--FIL~--- =====l[]]r=== T ---1ao--- Gr ;;;!55 HUNSAKER & ASSOCIATES rLANNING 10179 HJennekens Street Ei\CINF.ERII\G San Diego, Ca 92ltl SURV[rtNG rH(85B)555·4501J · FX(6S8)Y)8· i414 ENGINEER OF v\TORK ~.,J :;c'lta,L OND L. MARTIN RCE NO 48670 EXP. 6/30/04 DATE BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE: OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800--1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DATUM: NGVD OF 7929 ST RT LT FS N.T.S. 7W TF FINISHED SURFACE NOT TO SCALE TOP OF WALL TOP OF FOOTING CARLSBAD MUNICIPAL WATER DISTRICT PLANNING DEPARTMENT APPROVAL )M,:o,.ppctil~ .... tl'J ... DATE:tz/z"l./4,3 llICIIAE1 J. HOIZlllLIER, PLANN!NG DIRECTOR "AS BlJIL,T" ..1 . ,1 k¾L f/1/-.J7 N. T.S. TB 1107-84 /4 ""-" Qt?. J...tJvS'~ a'.( _E?/2-?'-'ej.<r' ... ~' ROBERT J. llifuc1K 'R.C.E. 33698 DATE DEPUTY CITY ENGINEER EXP. i//30/06 ~ ti~) DATE:lt.jujc3 BECOIIIIENllED BY: __ /11,.~~"'-.,__ __ _ A'1 'NP I.. #RleT/N DATE RC£ 48670 EXP. i>·W-08 REVIEWED BY, 'z"~~ --~-..s.-1-'.21 IN:IPECTDR DATE BASIS OF BEARINGS SHEET 1 CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 7 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE -,--,.··-+------------------,,._,., ________ , ____ , ____ f----+---+----1 ~=====°°-=====:=:::::=::::::::=::':::=::::::::=::::===-==~ CENTERLINE OF COLLEGE BLVD. AS DEPICTED ON 1----+----+-----------------+----+---+---+---t GRADING AND EROSION CONTROL PLANS FOR: MAP NO. 14541 I.e. N 38'22'40" E CALAVERA HILLS IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT COD£ REQUIRES A DIGALERT IDEN77FICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FR££ 1-800-422-4133 TWO WORKING DAY.S' BEFORE YOU DIG VILLAGE "U" I APP OVED LLOYD B. HUBBS or ---:. '·~ ,,_L '"' ' 1: ,r ~ J.4¼ ~ I~ 3 t-l,-·l:-cl-:·0:-::7:-+-;R:-;-,.M-:-:-+f.!c---:;11,9,;;:'6;;-_-,8;;cU.c;-;'/L.-;--T:;,-";;-------------t---t---t---t---1 cn/ENGINnfr' RC£2~XP12 /31 /05 ' DATE ,-=~00~✓-::-0<1-:':J_,11:~,l./t'\"'l,___ji;;.;'·, .!'iee:::'::".'-''._'''.:le:=-~--~·'-TT":'.'_-'='°'"=~"."'.">:' 'C<::e."::.'::="""'":"::~':...':=':".::'.41:.:+':.J,>.. __ -1--_ v..1r ~ ,._ ---/-""',-,.,_ DWN BY: ~~WJJ,D. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKDBY: -;;; CT0l-04 407-6A DA TE INITIAL ENGINEER OF WORki REVISION DESCRIPTION ' OTHER APPROVAL CITY APPROVAL R\IWD BY: v,, , R,\0227\&Eng\Grociing\0227RM1.ciwg[ !215JDec-03-2003,17,31 WO NO 55.3-164 BIN : 010204 060105 0 ~ .... G) i. ,11\11. ..... 0 ..... t . r/·., <:··} c/ {, ;/ ' ''-, "'-, ·1 0 200 ',~ 400 600 ~---- PROJECT BOUNDARY STORM DRAIN RIGHT or WAY WATE,9 SEWER EASEMENT STREET NAME BLDG NUMBER LOT NUMBER KEY MAP SCALE: I " 00 200' KEY MAP LEGEND --------- -----.--,:-----0 PENINSULA DRIVE ® Lo-r 2 .. ·.· ., _''' ', . . SHEET NO. [fil COLLEGE BL VD. COLLEGE BL VD. R/W 12' VA/?1£S 8' TRAIL 2% SECTION "A" 5' MIN. VARIES VARIES SCALE; HORIZ. & VERT. 1""---,.,5' 10' TRAIL EASEMENT VAfZ!ES R/W SECTION "B" 5' MIN. VARIES SCALE, IIORIZ. & VERT. 1"=5' R/W J' J' 2% _..,--r-LOCATION OF SOUND WALL -+-LOCA T/ON OF SOUND WALL 7. ENGINEER'S SPECIAL NOTES CONTRACTOR IS RESPONSIBLE TO NOTIFY ENGINEER OF WORK WHENEV[f? THESE PLANS SEEM UNCLEAR. THESE NOT/rlCAll0/1 SHAU_ BE MAO[ SU[[!Cl[/ITL Y IN ADVANCE OF CONS/RUCTION TO ALLOW T.'-1[ £1/GINE[R 0[ WORK ADEQUATE TIME /0 RESPOND. 2. ONLY GRADING AND PR/VAT[ DRAINAGE FACILITIES ARE APPROVED ON 77115 GRADING PLAN. ALL OTHER FEATURES ARE SHOWN ONLY FOR INFORMA/701/AL PURPOSES. 3. RETAINING WALLS ON THESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL /NFDRMATI0/1. A SEPARATE PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREON 4. THE ENGINEER OF WORK IS NOT R[SPO/ISIBLE FOR GRADING OPERATIONS OR GRADING WORK DONE. THE CONTRACTOR IS SOLE/ Y RESPONSIBLE. 5. /HE SOILS REPORT AND ALL TH[ SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL EARTHWORK OPERATIONS SHAU BE CONDUCTED UNDER THE 11/SPECT!ON OF A QUAUFIED SO/L5 ENGINEER OR HIS REPRESENTATIVE. REGISTERED Ill THE STATE OF CALI/--ORNIA TO PERFORM GRADING INSPECTION WORK. 6. DEV/A/JONS 111 THE EXISTING ELEVATION5 SHOWN /IE.REON M4Y E.KISI AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS or THE GROUND AT THE DAYLIGHTS LINES, A/ID NOTIFY TH[ ENGINEER or WORK OF ANY DEVIATIONS SUFACIENTIY IN ADVANCE OF THE GRADING WORK 10 ALLOW FOR MODIRCATION OF THESE PLANS. 7. THE OWNER, 0£1/ELOPER OR PERM!TTEE OF THIS PROPERTY IS AD'IISED, THAT THE FINISHED LOT OR PAD CREATED U4Y OR MAY NOT BE COMPLETELY S'UITABLE FOR f'IE USE HF OR SHE INTENDS, AND JS ADVISED TO OBTAIN SUITABLE SO//_S AND/OR STRUCTURAL E/IG/IIEERING ADVICE Ill CONNECTION WfT/1 ANY FUTURE SPECIFIC PROSPECTIVE DEVEWPMENc 8. f'/E STORM DRAIN SYSTEM REFERENCED 011 THESE PLANS AND PER THEIR PERSPECTIVE IMPROVEMENT PLANS, SHALL BE CONTRUCTED IMMEDIATELY UPON COMPLETION OF GRADING, OR 500NER IF POSSIBLE 9. 10. PER CARLSBAD MUNICIPAL CODE, THE PRIVATE ENGINEER RESP0/15/BLE FOR 5URVEYING WORK DURING CONSTRUCTION S'HALl PRO'IIDE TO THF CITY WRITTEN REPORTS STATING THAI ALL WORK INCORPORATED IN THE GRADING l'LAIIS HAS BEEN CONSTRUCTED TO THE LINES A/ID GRADES Ill SUBSl'A/ITIAL COi/FORMAi/CE WITH THE APPROVED PLANS. T,'/E PR/VA/£ ENGINEER SHALL ALSO p,qEPARE 11-/E AS-BUILT DRAWINGS FOR THIS PROJEGr THE 50//_S ENGINEER SHALL PREPARE A FINAL REPOHT NID AS-BUILT G[OI.OGIC PLAN FOR APPROVAL BY /HE CITY AND, THE /ANDSCAPE ARC/1/TECT MUST PREPARE A FINAL REPORT AND AS-BUii T IANDSCAPE AND IRRIGATION PLAN FOR APPROVAi BY THE CfTY COLLEGE BLVD. ! 10' 5' MIN. (VARIES) 3' 6' __c:.;==-=-==+--------'-"----,l<--_:::.....=::.::_--'-.:c=::'.!..._~,-___::_--.,1,_____ ----,!'-- NO BLASTING SHALL BE DONE U~'TIL PERMISSION IS OBTAINED FROM THE GOVERNING PUBLIC AGEi/CY. T,'!£ COi/TRACTOR IS ALSO /?[QUIRED TO NOTIFY THE ENGINEER OF WORK PRIOR TO PERFORMING Alff ROCK REMOVAL OPERA 7/0NS. TRAIi. EASEMFNT- VAR/£S LOCAnON OF SOUND WALL 7 1. 12. 13. THE CONff/ACTOR SHAU BE RESPONSIBLE FOR MA/NTAl/111/G ALL {HE EROSION C0/177?01 FACILITIES TIIROUGHOUT THE DEVELOPMENT OF THE PROJECT. FLOW LINE ELE'✓ATIONS' SHOW/I HEREON WEI/£ OET[RMI/IED BY INTERPOLATION USING T.'IE AERIAL TOPOGRAPHY. ACTUAL GROUND ELEVATIONS MAY VARY. CONTI/ACTOR IS RESPONSIBLE TO INSURE THAT ALL DRAINAGE GETS ii/TO LINED DITCHES A/ID REMAINS Ill THE DITCH UNTIL DISCI/ARGED INTO UNDERGROUND DRAINAGE DEVICES OH ENERGY DISSIPATORS. CONTRACTOR TO BLEND CONTOURS OH SLOPES 111/0 EX/SI/NC GROUND TO PROVIDE POSIT/VE DRAINAGE AWAY FROM TOE OF SLOPE. 2% / ~------c:===;=====/ =:_J -~ 5· l 5· ~,-. __ ,2% '-a• TRAIL SECTION "C" SCALE: HOR!Z. & VERT. 1"=5' 54' PUBUC UT/UrY AND ACCESS EASEMENT 17' 17' 5· CURB & GUTTER ' i 2%! -- PENINSULA DRIVE, INLET DRIVE & KARST ROAD ---------NOT 10 SCALE r Pl(JyA1"£ s-r~ ~!t .. ' 'l!I; (. "c:-N) 5' ---·- HUNSAKER & ASSOCIATES SAN D!fGO. INC P!.ANNlNG 10179 H:.10mekem '.ilrtct ENG:NEER!\!C San O!ego, C'-' 92121 SJRVr"'i"NC PH(858)55fHSOO, FX(858)558·1414 ENGINEER OF VVORK ? '/~ L,/2-/4$ Rf'U','AOND L. MARTIN RCE NO 48670 EXP. 6/30/04 OAT[ BENCHMARK DESCRIPTION: STANDARD M-10 smEET CENTERLINE WELL MONUMENT LOCATION: RECORDED: ELEVATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R. S. 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OATA) 68.479 DATUM: NGVD or 1929 ----····-·-------------------1 REVIEWED BY: ~·O" !N9PECTOR DATE , &---+-----+---·-_· ·----=============~~==~e---... -__ -1-_-____ _._,__-~_---1_,w CITY OF CARLSBAD I SHEETS 1 ENGINEERING DEPARTMENT 7 ·-. -·---l------l-------.1 ---.. ··--·---·--+---+---l------l-------.1 GRADING AND EROSION CONTROL PLANS FOR: CALA VERA HILLS VILLAGE 0 U" a----+---,--, ---------__ -· _________ ·_-·_·-_--_-·-_-_·--1+--_-_-_-_-..,1.+ _-_-_-_-..,1.+ _-_-_-_-..,1.+ _-_----1-1 ~4=P=P=Ro=;=cE~==~==o=c:;,===-~==-=H=u=:=...,B=~=a='{~c====.===1=:;;,.=/2=~==······=·----1 1-c--;-;-;.-:;-+-;;-c;--c:,+: .--==--===------------+---1-----f---···---·-'---·--'-CITY ENG!NEl'KRCE ~g £XP12/31_/05 ~ DATE l·l/·t17 RLM !"'' "lr8·8llll.T8 1!-=='-l-==_J[,~~:::..c=:::.::__ ______ ----------------~·-------,---------+---+-----1 DATE IN!llAL i DATF INITIAL · /?EV/SIGN DESCRIPTION £N(;'IN£ER Of WOR~ OTHER APPROVAt DATE INITIAL CITY APP.~OVAL OWN BY; -·~ D~ CHKD BY: -• RVWD BY: • ,<:,' / ' PROJECT NO. CT0l-04 DRAWING NO. 407-6A -·-- WO NO 553-164 BIN : N 0 """ ..... D TOP /TOE OF SLOPE OR DA \'LIGHT LINE TYPICAL LOT ROUGH GRADING NOT TO SCALE NOTE: WHERE B01H CUT AND FILL OR BEDROCK MATERIALS OF DISSIMILAR EXPANSION CHARACTERISTICS ARE EXPOSED IN 1HE BUILDING AREA 1HE CUT PORTION OF 1HE BUILDING AREA SHOULD BE UNDERCUT 3.0 FEET BELOW PAD GRADE OR AS APPROVED BY THE SOILS ENGINEER, ANO REPLACED WlTH COMPACTED SOILS SIMILAR TO THe FILL MATERIAL. ~ It LOT WlDTH VARIES o. SEE PLAN TEMP. SLOPE PER PLA ~ : FINISH PAO GRADE BERM (TYP) SEE DETAIL J II'. o• ARIE ---~~~;~R~~~(INE SECTION C-C NOT TO SCALE FINISHED GRADE OF PAD AS SHOWN ON PLANS I 1% 2:1 SLOPE SECTION D-D NOT TO SCALE NOTE: FINISH LOT GRADING SHALL BE PER GS-15 PAD AREA !.,.-,PROPERTY LINE PAD AREA TYPICAL LOT GRADING REAR OF LOTS w z ::J NOT TO SCALE SECTION E-E NOT TO SCALE w z ::J LDT PAD TEMPORARY BERM TEMPORARY BERM AT SIDE YARD NOT TO SCALE A B C F F TOP OF SLOPE +--'<-+------:;..,,..., ... 1· _,,.,..,. TEMPORARY BERM TO BE MAINTAINED DURfNG ROUGH GRADING SECTION F-F NOT TO SCALE Ff. OR TOP OF SLOPE 4• ! IT RDUNO OFF TOP / 2% MIN TYPICAL BERM DETAIL NOT TO SCALE VARIES EARTHEN SWALE NOT TO SCALE TYPICAL LOT GRADING NOT TO SCALE IPADI 2:1 SLOPE TOP/TOE OF SLOPE OR DAYLIGHT LINE EARTHEN SWALE w a. TYPICAL PAD GRADING DETAIL NOT TO SCALE H SIGHT DISTANCE TRIANGLE 2% MIN., CURB R/W H SIGHT DISTANCE SETBACK TYPICAL SECTION CORNER LOT NOT TO SCALE D W~PER PLAN _S:-~··,:-._~. . . .. . t-,-c:...,_,_;..,-,;c .,.__ -+-3• 4 70-C-2000 CONCRETE OR •: . • • 3• 2500 PSI AIR PLACED CONCRETE ·t . , , i,-, • , , • , , ' • · :, : !'-.',. '1 W/ 611 x 5• x 10 GAUGE WELDED WlRE MESH. 0=18" UNLESS OTHERV.,SE SHOWN G _J 6" CONCRETE CUTOFF WALL TO BE CONSTRUCTED AT BOTH DOWNSTREAM AND UPSTREAM END SECTIONS. s·xs· -10 GA MODIFIED TYPE D TERRACE DITCH PER D-75 NOT TO SCALE LINED DITCH 1-1/2" CLR WELDED WlRE MESH(WWM) • i. . . ~ .... ----'-~ CUTOFF WALL SECTION G-G NOT TO SCALE 12· 7W P£R PIAN 6"X6" -10 G4 WELDED WIRE MESH(WWM) GRAVEL FILTER PER SDRSD C-8 3• PVC (CASE 3&4 ONLY) FS E TF PER PIANS ., <l " . RETAINING WALL WITH ROUND CONCRETE DITCH NO SCAL£(BY SEPARATE PERMIT) OUTLET ALTERNATIVES CASE 1) SIDE YARD-EXTEND PERF PIPE AROUND WALL IN FRONT YARD AND DISCHARGE ONTO F.S. CASE 2) REAR YARD-INDIVIDUAL WALL-EXTEND PERF PIPE AROUND WALL O SIDE PROPERTY LINE AND DISCHARGE ONTO F.S. CASE 3) REAR YARD-CONTINUOUS WALL-CONSTRUCT 3• TEE AND DISCHARGE PIPE THROUGH WALL 0 F.S. NEAR SIDE PROPERTY LINE. CASE 4) PUBLIC R/W-CONSTRUCT 3" TEE AND CONNECT 3• pi,c @ 2% TO D-27 PER IMP. PLANS. F R VARIES 10· SEE PLA ,.., ~'f} 2% MIN. 2% ..--c - TOE OF SLOPE SEE PLAN SECTION H-H NOT TO SCALE G I I ------ i ' ·-------·--...... __ ,,.,. --------" - . ---· -~----. ····- --------- -·--···-·--,.- ------------·-------·----·-· - l·l/·07 RlM l:A 11/tS-Btlil7# DATE !NiT!Al REVISION DESCl?IPTION ' ENGINEER OF WOR!<J; ' HUNSAKER & ASSOCIATES SAN ~ltC0. !NL PlAN~iNG fN(;I\EfRI\JC s~r. f)iego, Ca 92121 SIJR\IEYI\JG PH(SS8)5)/l-4SOO· FX{858JSS-S-1414 ENGINEER OF WORK 2 n ;I- ~) '!{;ft'~ND L MARTIN DATE NO 48670 EXP. 6/30/04 BE:NCHMARK DESCRIPTION: 5/ANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAllON 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) EI.EVATION: 68.479 DATUM: NGVO OF 7.9?9 ~ S/Oti4_ "AS BUILT" I<.~ ~ ~ ~"'~'b. ~.JuY~ ,c,.--:2~ ~/2~7 £1p 00-30-IJS ~~Pl.MFIKTIN . DATE RCE 48670 EXP. 6 · 30•08 .. J)';~, .. J!V\~ &..~ ---------- '4!f IJ{ Ci\L\\t/,<,; REVIEWED BY: ' /..,...c.,..._,. Ln .... 5·+·n IN;,f'ECTOR DATE CITY OF CAl~LSBA~ !SHEETS I i I Sf;ET I i ENGINEERING DEPARTMENT __ ~_ 7 I ------ 1 --------- GRADfNG AND EROSION CONTROL PLANS FOR: i CALA VERA HILLS ! VILLAGE "U" 1 ---· i f----· --------.. , APPROVED LLOYD B. HUBBS DY --- ~ell, ~~ ~-•Ii•" '"'~->-CITY ENG/::e :...._RCE ,_,. 6-9 _ EXE'.l;;t/:ll/05 DATE ·-----------DWN BY, B.W. IJ.n, PROJECT NO. DRAWING NO. DAT£ INITIAL DATE: INITIAL CHKO BY: _ _,, ------CTOl-04 407-6A RWJD BY; ,,,. ..-F,...-~---OTHER APPROVAL CITY APPROVAL -------- ----------_, ___ I WO NO 553-164 BIN : . • 010204 w 0 .... .... ,NUMBER DISTi ' LI 12.85' 38 . .99' ,r2 '"" --· -·~---1 , 50.7 L3 L4 ,-12.60' 12. 15' _ 15 -----------,-l -~--. ··---- 15.31 L6 LL? 9.89' LB 2898' -----------------""'"" - i ,, ; '"--LQ' . - c:,· "' "' r,< ''K ~ : --~ - J\ i. A , I\ • I ,0),, 0 -~· " ~. :/, /2 I I :/ \ .-~-"' Q o.,· ·~ ;"Ji,, "' r--.; .•. i ·-" A , 1 I\ I I /I I I • .. . ·< ):) . j :;_~ i!.evt::>eO REVISION . ,/..;:,..;' DA/'£ /NII/AL OTHER APPROVAL @ r:JoiB ""'" CITY APPROVAL 1--w w I ti) w w ti) k "'S Str€et 10179 Huenne 2._._]. , Ca92L· San 0:Bg·'•.• ("58)538-"1414 34'00· FXv Pl l(tl58)5~ . ;;, ENGINEER OF '\V'ORK MONO L. , 'ART/1XP. 6/J0/04 CE NO 48670 RK BENCHM1 s0TREEJ "NI ~rANDARD MWELL MONUM- LOCATION: DESCRIPTION: CENTERLINE 'AMINO REAL , OF Fl. C · . 454+92 CENTERLINE R'c; STATION AT ENG!,_NFEBOO-I RECORDED: ELEVATION: PER R.::o. I . CH 'EVELS (fj_ftA) COUNTY ff~T . CONTROL COUNTY ~ ' NGVD OE 1929 DATUM: 68,479 "AS BUILT " 'y~--- MPZ.H~ b·;J()CJ6 R. '1667() EX,-,, ---~~R~C~ci;~~~!};:---:--! By ' JC:.+_· -REVIEWED . :;J ·-.c--'-... ~ .. , .... -I --· DATC 1 C:4E£TS I CARLSBAD ! _, 7 i W c.r T .... Y o~RING.;EPAR. TMtNr tNG/Nc . •' FOR: .. .... TROL PU\1,S LS ""'" 'CALA VE~ .W,~ ,:v:r~~~~ -,;t~,~ APPROVCD LLO -;,,p v.f'./4z:.i I"' EXP l 2 /31 7o5 l?iicT~}J}.1E,Jt,~. · :· DRAWING No CITY ENG/NEE ~ PF/OdECl NO. 407 6A DWN BY ;,.//~ CT01-04 CHKD SY: ~ "NWD BY: ·n \022.7r.l\04.dwg[ \&Eng\Grad, 9 ,:\0227 • '-2003:", 7:7'} 12 75]0ec-~ , 5 ~ 0 No 553-164 VI, , BIN ' :10'10204 : !060105 1-w w I Ul w w Ul 1£NT .. ·.··.1.··_.:.c,k ... -·= .. --84.Bi --,-, , t-,-·- ' ' ,; '' '' I I " I I I I I I i'I " ,, " " ,, ,,. " ,, LOT 2 @ [lQ_B.45] 0. ---__ __,._ ___ _ I I I I \ I P: I I \ I ' ' I \ I I I \ ' ' ' ' i>i ' I I I I I I I 275.81' I I ~ I I I I I I ... f'l I I I I ~ E:X 2:1 SLOP£ ® fJQi{ 101 54' PUBLIC UTILITY ,-,-:---,,,. &: ACCESS EASEMENT PER FINAL MAP I ---- .,_ -, ' ·•.LU~<· '' ', C • • •., • \ \ ·. J_:o-r 5 . ·-,, . ··"'···· ---,.'.,·, -_ . ~)( 2,: I SLOPE: .\ \ \ \ I \ \ \ ' I \ \ ··\ ·1.00· \ ·-·-, .. ·' . 13.-64'.'-~ .;;-,--7 . ·. ·24:zJc · ::_:: -.:;: :,t: ~!ITS OF GM:l_lNG ~ · __ --_ --· -- ~• _ --_ ,a._ -J;.; ....c -=• -· _,;_ A-------------. -"'"' · ./';.'t x~----·· . ' '•, -- - . / L1_.9 I \ \ LOT 5 _,-SDG&E: RIGHT TO TRIM TREES ALONG 150' /',DJACENT EASEMENT \ \ \ \ 1.,30<. l29-/ \ \ \ \ \ \ -, -· ----I--_,,: .. --,-.--· __ --,,-.:-- \ \ \ \ \ \ I . \ ~ S/-/££T 5 NUMBER DISTANCE II 9.45' L2 5.30' l3 14.88' -- L4 10.54' LS 7.03' L6 14.4:, ·-----------·····--·"·----. . II 8.83' LB 37.23' L9 13.06' LIO 26 . .94' l11 15.07' L 12 11.06' 113 6.85' -..... ---j3_01· l/4 l/5 16.38' I. 16 33.40' - L 17 42.16' LIB 23.09' L/9 23.64' ---. -------------_______ ,, _______ ----~ l20 l21 122 l23 L24 L25 L26 L27 L28 129 L3C L31 PLA'iN!t\C fi\c:IN~fRlNC SLRVfYl\f: 31.32' 36.49' 18.02' -- 25.26' 9.32' 17. I 7' 13.88' 20.89' 16.99' 16.42' 13.92' 12,81' --------- HUNS.A.KER & ASSOCIATES iA'-.l Dlf;;o_ 10179 \.-tuen:wkcm Slree\ San DlegD, Ca 92121 PH\8SB)~'i8•4SOO FX(8'i8.)~-~8·1414 ENGINEER OF' \\T()RK BENCI-IMARK DESCR/P//ON: STANDARD M-10 STREET CE}-./TERUNE WELL MONUMENT LOCATION: RECORDED: ELEVATION: REVIEWED BY: Ci:.N/ERUNE or EL CAMINO REAL AT EJ'/GINEER'S STATION 451-+92 PER R.S. 1800-1 COUNTY BENCH LEVELS (NO. COUNIY VERT. CONTROL OATA) 68.479 DATU,',/: NGVD OF /92.9 BUILT" EXP. 6-30-08 -s-+07 DATE' CITY OF' CARLSBAD [ SHffr._s_·_·• C.VGIN££RING DCPARTM£N1 7 __ _ GR110ING AND EROSION CONTROL PLANS FOi'!: CALA VERA HILLS VILLAGE "U" ----I ---------------------------+-----+---,---,-------, ~A=P=P=R=O=✓t=_ a=L=LO=YD=---=B=_==cH"'u=B=B=s=,s='=r============ '~~/ ... :, l·/f·t/1 RlM 11115-BUll.711 I Revl-oeQ ~I-II Or'.::>T'AI-ICE' c.,::>1"'.fi!,l!'.:)of:._ . --·--·-· -_,,.,_ ------- DATE !NrT!AL ENGiN££R OF WOR PEV/SiON DESCRIPTION IN([fAl OTHER APPROVAi. CITY APPF?OVAL CITY ENGINE .a.a.___ Exe.la,. 1 P5DATE ~s~ ~~. ~~~: c~:}~1cr~~ I '~~~NG ~~ / i E--2C03 17:27 WO NO 553 164 BIN : . , 060105 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DALE GLEED. AT ,{858L481 -8500 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THF f?AINY SEASON. ALL NECESSARY MATERIALS Sf/ALL BE STOCKPILED ON SITE Al CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES Wi'IEN RAIN IS IMMINENT. J, DEVICES Si'/OWN ON PLANS Si'/ALL NOT BE MOVED OR MODIFIED WITHOUT 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 OPE.RATIONS OR UNFORESEEN CIRCUMSTANCES WHIC/I MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ARE/IS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED 1/EREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9, AU FIEMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK/NC DAY WHEN THE FIVE (5) DAY RAIN PROBABILl7Y FORECAST EXCEEDS E'ORIY PERCENT (40%). SILT AND OTl1ER DEBRIS SHALL BF REMOVED AFTER EACH RA/NEALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP 7YPE WIT// J/4 INCH MINIMUM AGGREGRAT[. 11. SHOULD GERMINATION OE /IYDRCSEEDE'D SLOPES FAIL TO PROVIDE EEEECT/VE COVERAGE OE GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPART.'vlENT OF CONSERVATION, STATE OF CALIFORNIA. 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 SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING Sl1ALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPE'f'I WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AF?EAS GRADFD FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OF/ G[Nf'?AL LANDSCAPING) WITHIN 60 DAYS Of ROUGH GRADING. b. ID£NT!FIED BY THE' PARKS ANO RE CREA 7/0N DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL COND/TION IDENTIFIED BY THE C/7Y £NG/NEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. D. E. L ALL SLOP£$ TNAT ARE GRADED 6: 1 OR ST[[PFI? AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATEF?INC FROM QUICK COUPLERS/NOSE BIBS OR A CONVENTIONAL SYSTEM OE LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS TH/IN 6:1 SHALL BE IRRIGATED AS APPROVED BY Tl-IE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/D[ IRRIGATION TO THE C/7Y ENGINEER. THE PROPOSAL S11ALL OE SP£CIEIC REGARDING THE NUMBERS, TYPES AND COSTS OF Tf/E ELEMENTS OF THE PROPOSED SYSTEM 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL EOR Tf!E GROWTH OF THE HYDROSEEDED GROWTH. HYDROStTDiNG MIX SHALL CONSIST OE ALL OF THE FOLLOWING: 1. SEED MIX SH/ILL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OE ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F[SCUE c, 3 lbs. PER ACFIE OE E SCHOOL CIA CALIEORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OE ALYSSUM (CARPET OF SNOW) I. 1/2 lb. PER ACRE OE DIMORPHOLECA g. ITEMS c,d,e, AND f OE Tl-11S SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE ARFA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OE Tl/IS SUBSECTION MUS: BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR Bi'IOADCASTING BEFORE HYDROSEEDING. ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OE [000 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 AP,0 LIED AT THE RATE OF NO LESS Tl/AN 2000 lbs PER ACRE. TYPE 6 MULCf/ (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAUUCAUY APPLIED FIBER MATEFIIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS Tl/AN 50% OE 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 8£ HY/JROSEEDED SHALL BE PREPARED PRIOR TO HYDROS[EDING BY: 1. ROUGHENING THE SUREAC[ TO BE PLANTED BY ANY OR A COM BINA T/ON OF: a. TRACK WALKING SLOPES STEfPER /HAN 6: 1 b. HAFIROWING AREAS 6:1 QR FLATTER THAT ARf SUFFICIENTLY FRIABLE. c. RIPPING AREAS Tl1AT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. COND/TiONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: o. ADJUSTING TIIE SURFACE SOIL MO/STU.RE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMEND'vl[NTS, PH ADJUSTMENT, lEAC/1/NG OR COVERING SAi/NE S0/1.S TO PROV/0[0 VIABLE CONDiTIONS FOR GROWTH. HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PE.'?MANENTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 100'MIN. 8" MIN PROOlE PUBLIC RIGHT· OF-WAY EXISTING GROUND I 14'MIN. PLAN PUBLIC RIGHT-OE-WAY PROVIDE APPROPRIATE TRANSITION BET'IIE[N STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIG/1T-Oc - WAY STABILIZED CONSTRlJCTION ENTRANCE ,1. k ELOW __ _,._ • .1i-· ANGLE FIRST STAKE TOWA,qD PREVIOUSLY LAID BAL[ EMBEDDIN{z DETAIL ..... 4" VERTICAL FACE ~;, it!l':i ~-== FLOW---!.t ~j,; ~ -::==_ WIRE OR NYLON :~ <f --BOUND BALES .. • -. PLACED ON THE ---CONTOUR .::~""--2 Rf-BA.qS,ST[[L PICKITS,OR ·~-~·~= --2"X 2" SIAK[S 1 1/2' TO 2' IN GROUND AN.9HQRING DETAJL DRAINAGE AR[A LESS THAN 1 ACRE STRAW BALE DIKE 1. SCT POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF' POSTS. 2. STAPLE WIRE FENCING TO TlfE POSTS. SILT FENCE 9 IN. EARTIIEN RIDGE UNLINED SWALE & BERM r· WIRE SCR[EN / r FILTERED WATER ~ I ' RUNOFF \ c~ DROP INLET WITH GRATE WATER WITH SE:DIMENl SEDIMENT --CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN )1' ' • ~-- DROP INLET COMPAC1EO SOIL TO PREVENT PIPING STAKED STRAW BALE 2X6 STRUT/SI FILTERW 'I/ATER WITH GRATE. 2X6 STRUT/SI -c b:"f.L.<..L..<c.L.L.LL. '-II-.-, -M= if.. ~,; \('1~ !{ IP, I fl ''i. l If IL\ IA\~ 1'l\l{1il{ "□1 ,,~ I'! 11Nl!/l.1 f/1.~ l\'{1} 1\ r,?tl I~ f1, ;\7":> '7ts> ✓::i--' ,... ~---y_ ... ~~::: ':t---~ ~ STRAW BALfS STAKED WITH T'l/0 STAKES Pf.I? BALE END AND SIDE OVERLAP AT CORNfRS ""::..>-' / 2 _... w-;--'l/ 1:... ~n Ill 71,c> ~-~-/1<--_,;.---~ ----~--4!t... ' -'n'-~ --=--7 ~ 2X6 STRUT/SI RfOU I RED WHEN NOTED ON PLANS <(ii\ I ,n\ ~\ I 11 \ 11 ~ ,,, F/ I, ,, 'I I ,, v 'LI 1 ( w,, v( 10 I 11c 1,,-1,'q,1\> .V\~ _lv'/\~. i\ il C 1 ,11lf!F1, HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB '\ ) ---..... ~-;s:;;j-~~~~·~ RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 rT (0.9 M) MIN. THREE LAYERS o,--GRAVEL BAGS WIT// ENDS OVERLAPPED GRAVEL BAGS : \11 I : v : l>----1 ; \V I ~~JJJ~J:~~ -~~-~-!-~~i-.i-•i· ·i· i:•f'~~,'::i,,,~· ~EL...,_.- 0 ~- I ' ' ! ' i LOG CHECK DAl\1 18" I f POINTS A SHOULD BE HIGHER THAN POINT B I-IAY BALE CI{ECK DAM 6 IN (15 CM) 24 IN (61 CM) COARSE AGGREGRAT[ ~ I FLOW -• ~~--24 IN (61 CM) 0-* (B) L=DISTANC£ SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM SWALE 200' DIRECTION OF STREET FLOW U-l--t Gfi:.1\/E'L BAGS (TYP.) W= 75% ROADBED WIDTH E:NTERLIN£ ;,,.--B'(MIN.) SPACING FOR VE:HICLE: ACCE:SS X ~ SWALE: l< "' A-PLAN NO SCALE ONE BAG MIN. ,,,,.--GRAVEL BAGS (7YP.) 1 ~ ~ ~ ~- RF/ST ROW OF BAGS-'VSECTION A A I ro BE HALF BURIED -::... ~ NO SCALE STRE:ET SLOPE INTERVAL LESS THAN 2% 200' 2;r; TO 4% 100' 4% TO 10% 50' MORE THAN 10% 25' NOTE: PROVIDE VELOCITY REDUCER IN ALL UNPAVED STREETS AT THE INTERVALS IND/CA TED ABO\/£. SAND BAG VELOCITY REDUCER NO SCALE: 20-30 J1 '-40' 7' 41'-50' ' 51 -60 1 .5 61 LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 2 EA. ~ STRAW BALE DIKE 11111111 1111111 lllilll 11111111 1111111 UNLINED SWALE & BERM D-?5 DRAINAGE DITCH PER SHT.l =;) c::::> ==> r 0 BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS FIBER ROLL PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RJPRAP 4000 LF. 3840 LF'. o:xxxxxxxxrxo vi vi vi ~; + axxn:xxxxrro PER SDRSD D·40 HUNSAKER & ASSOCli\TES ',AN UltGO, INC. PLAl'<NINC 10179 Huenneke,10 Street ENC!NEER!NC San Diego, Ca 9212', Sl IRVFYINC f'Hl858)558·,:_5CU · fX(85BJ558·1414 ENG INE~ER () F' VvO RK ~ ~~-,,1.:./ .s-/ a..1 "1!"./MOND L. MARTIN '<GE NO 48670 EXP. 6/J0/04 DATE BENCHMARK DESCRIPTION: STANDARD M-I0 STREET CENTERLINE WELL MONUMENT LOCATION: RECORDED: ELEVATION: CENTERLINE OF EL CAMINO REAL AT ENG/NFF'R'S STATION 454+92 PER R.S. 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTFIOL DA TA) 68.479 DATUM: NGVO OF 1929 "AS BUILT" 1 ~PNP1.~%~--~~M? 1~8670 CXP. b·:W·08 1----------------~-·· REVIEWED BY: '\.k,~ !NltPECTOR SHEET i CITY OF CARLSBAD I SHEEl'S I 6 ; ENGINEERING DEPARTMENT 7 ·~ ~---~-=·--·---~-~--~----------, 1---+--+-----------------t----;-~-t-··--+---.I GRADING AND EROS/ON CONTROL PIANS FOR: DATE /NIT/Al DA TE !NfffAL ENGINEER OF WOR. q£V/SION DESCRIPTION OTHEf? APPROVAL DA TE INITIAL CITY APPROVAL CALA VERA HILLS VILLAGE "U" WO NO 553-164 BIN : 010204 0, a --..i .. ·.\ \ \ ' \ . \ \ \, _,_,· ,',/ ~hco,ii•· ·::-j:;~\- ' ' ' .. ""' ' ...... ·.~·· -.·. / ' . _. ·-' . :y/ ·.y.->f( . ::-' ,·, ! I I I /: , I I I I ' TEMPORARY EROSION CONTROL NOTES FOR STREETS AND _CIIANNELS GRAVELBAGS SHALL BE USED FOR TE.MPORORY EROSION CONTROL PRIOR TO COMPLETION OF-FINAL IMPROVEMENTS AS INDICATED BELOW; 1. GRADED STREET ANO UTILITY TR[NC.1-/[S -USE Tl-IE GRAV[LBAG SPACING INDICATED BELOW: (BASED ON HEIGH) OF 3 SANDBAGS) GRADE OF STREET OR TRENCH LESS THAN 2% 2% TO 4% 4% TO 10% OVER 10% INTERVAL AS REQUIRED 100 1EET 50 FEET 25 FEET ; : _-/ .-· I ; ' i ' R/W ·_ \ ~:tr\1·· ' .· >--\ ,_·. \---' /-. l GF/AVELBAG DETAIL NO SCALE T? W 8 A_pfi__ fr~_A,f'.t f!G•; 11%2•5· L AT /EIR -2 BAG HIGH ] 6' WEIR PLAN VIEW .,,. 'I)' n ,, ® ,, 1 ,, ,, ,, .-· . : . ' ;' ' ' ' ' : i . ; ; ' ~ ® -__j m PLAN VIEW SUMP INLET DE-TAIL NO SCALC " ~ " " " ~ I I I I ., •.-CC-,-:c--'C·.·;/: ,;:'::•.>.::' , .. -, , _, ... '•·~ ·.,_.·_::.·:// .. -··-. •-, . ••,•-----. __ ., ' ''-••-····· ·;,, ,,.. . :. &"'" J:?' • .. , .. - @ \-,nnP()P=:c-:.1 :-:)Ll::½Q,_ \'iLLP,t.~:iE "'F . [U)?Y. o·J'o.(15) > .... •-------K_;, • - " ® H " " " N • . ", \( \ ., •' (\ DO PLANNiNC tNGiNf.Ull"lt; SURVEYING 160 248 HUNSAKER & ASSOCIATES ~AN lJ!tGO, tNC. 1U17~ Huerniekens Street San D1tgc, Ca 92121 PH(858J55B··1500 · I-X{858)55tl-1414 ENGINEER OF' WORK /z/4_/2',3 MONO L. MARTIN DATE NO 48670 EXP. 6/30/04 BENCHMARK DESCRIPTION: LOCATION: RECORDED: ELEVATION: REVIEWED BY: STANDARD M-10 S!REET CENTERLINE WELL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENGINEER'S SlAI/ON 45.4+-92 PER R.S, 1800-1 COUNTY BEtvCH LEVE!.S {NO. COUNTY VERT, CONTROL DAIA} 68,479 DATUM: NGVD OF-I 929 IN~:""'-" I.,. ---- --+-----+------------r-~--.--r-71,. SH7EET I CITY OF CARLSBAD I [ SHEElS] ENGINEERING DEPARTMENT [ ___ 7 __ .':::'=============:::::::::::::==~==; 1---+---+-~~---------------t------+----t -------tjGRADING ANO EROSION CONTROi. P/ANS FOR: CALA VERA IIILLS VILLAGE "U" , WO NO 55.3-164 BIN ; 010204