Loading...
HomeMy WebLinkAboutDWG 427-7A; CT 04-16; LA COSTA GREENS NEIGHBORHOOD 1.06; 01-15GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAP1fR 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 SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WANE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJS1fD HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONS/8/UTY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMP11 Y SU8MIT1fD TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMIT1fE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR F:ACH OCCURRENCE OF UABIUTY. TH£ INSURANCE COMPANY WRmNG 11/E POLICY MUST HA\£ A RAVNG OF "A-• QR BETTER AND A SIZE CA1fGORY OF CIASS V OR 8Er1fR AS ESTABLISHED BY "BESTS' KEY RATING GUIDE, 5. UNLESS EXEMP1fD BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE, RITAINING WALLS OUTS/OE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEU OF THE PLANS AND THE Tl11E SHEU. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO RfilECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE'. OF THE'. WORK BY THE: CITY. I 1. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE: TRENCHES ARE WITHIN CITY fASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SU8MIT1fD BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SU8MIT1fD TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLITION OF FIELD TESTS. I J. A SOILS COMPACTION REPORT AND COMPUANCE'. VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OU11/N£D IN THE SOILS REPORT IS REQUIRED PRIOR TO THE'. ISSUANCE'. OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL ARfAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • fAR1HWORK SPECIFICATIONS • ATTACHED TO THE: PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SU8MIT1fD TO THE: PROJECT INSPECTOR. 14. A PR£CQNSTRUCVQN MfE[ING SHALL BE HELD AT THE SITE PRIOR TO IHE BEGINNING OF WORK AND SHALL BE ATTENDED /ff ALL REPRESENTATIV£S R£Sf'ONSIBI. E FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPE7IS ff 1HE WORK, 1HE CONTRACTOR SHALL SCHEDULE 1HE Mill/NG BY CALLING 760 438-1161 AT LfAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE Pl?IOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE: PROJECT INSPECTOR AT 1HE Mill/NG. 15. ALL INSPECVON REQUESTS OTHER THAN FOR PRECONSTRUCVQN MEfTING WILL BE ~Oil /ff CALLING TH£ £~/NEERING ~ HO¥iR IN~ R~U~T LINE ~T fief 438-.3891.INSPECtcN REOUES Mi[t BE PR: 2:00 P.M ON 11-IE DAY B£FOR£ VIE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE'.. REQUESTS MADE: AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 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 HF:ALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 8Y SUBMlmNG A DETAIL PLAN TO THE: CITY ENGINEER ANO/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 Tl-If PIPE'. INSTALLATION THEREIN. TH/$ PLAN MUST BE PREPARED FOR ALL TRENCHfS FM FfET (5') OR MORE IN DfPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF /HE Pv\N VARIES [ROI.I 11-IE SHORING SYS[[M STANDARDS fS[ABL/SHfD /ff M CONSTRUCTION SAFETY ORDfRS, Tlllf /J CALIFORNIA ADMINISTRATM CODE, 1HE HAN SHALL BE PRfPARED BY A REGIS CEREO ENGINEER AT THE CONTRACTORS EXPfNSE;, A COPY OF THE OSHA EXCAVATION PfRMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE: PERFORMfD UNTIL A VALID BLASTING PERMIT HAS BfEN 08TA/Nf0 FROM THE CITY OF CARLS/lllO. SUBMIT APPLJCAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHfDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL R[S0/JRCES ARE DISCQ\fREQ Wlll:f/N ANY WORK ARfA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE: PERMIT1ff WILL NOTIFY THE CITY fNG/NfER. OPERATIONS WILL NOT RESTART UNTIL THE PfRMIT1fE HAS RECENED WRIT1fN AUTHORITY FROM THE CITY fNGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE: SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERATION OF TRUCKS, fARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE: LIMITED TO Tl-If PERIOD 8£TWEfN 7:00 AM. AND SUNSET F:ACH DAY, MONDAY THRU FRIDAY AND NO fARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKfNDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROU[[S SHALL BE SIJBMIT[[D BY 11-IE CONTRACTOR TO THE CITY ENGIN£fR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK, 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR NIY DEBRIS OR /MMAGE OCCURRING ALONG 11-IE HAUL ROUTES OR ADJACENT STREEJS AS A RESULT OF THE GRADING QP[RA TION, 2.3. BRUSH SHALL BE REMOVED ONLY WITHIN THE: AREA TO BE: GRAOEO. NO TREES ARE TO Bf REMOVED UNLESS SPfCIFICALL Y NOTED ON 1HE PLAN. 24. ALL ARF:AS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WA1fR IS NOT PERMIT1fD. ALL fARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE'.. 25. THESE PLANS ARE SUBJECT TO A SIGN£() ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY fNG/NffR OR AS DIRfCTED BY Tl-If PROJECT INSPfCTOR. 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 NF:AT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA.TED, STABILIZED, PLANTED AND/OR HYDROSffDfD WITHIN TEN (10) DAYS OF Tl-If TIME: WHEN fACH SLOPE: IS BROUGHT TO GRADE: AS SHOWN 6N THE: APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS RfQUIRED BY Tl-If CITY OF CARLSBAD LANDSCAPE'. MANLIAL, 1HE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. -=~~ AND/OR AS DIRECTED BY 1HE CITY ENGINEER OR PLANNING DIRECTOR. 29. 1HE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGA.TION PLANS AND THE IMPROVEMENT PLANS AS RfQUIRED FOR THIS WORK IN ACCORDANCE WITH 1HE LANDSCAPE MANLIAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRNATE STORM DRAIN PIPES, UP TO 15" PvC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEIT AND BACKFILLED WITH J/4" ROCK PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STRill ARF:AS AND REPLACED WITH PROPERLY COMPAC1fD SOILS. IN OTHER ARF:AS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. PRECISE GRADING AND EROSION CONTROL PLANS FOR LA COSTA GREENS NEIGHBORHOOD 1.06 ! f::::I ,:-i'i ROAD WORK TO BE DONE T/i£ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND Fli.LS, REMfDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND Pl.ANTING OF PERMANENT IANDSCAPING AND PREPARATION OF AS-BUILT GRADING Pl.ANS, AS-BUILT GfOLOG/C MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF Pl.ANS AND TliE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, R£SOLU170NS AND ORDINANCES CITED ON THESE PIANS. Tli:£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE: WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC170N, AS DIRECTfD BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE. 2. J. CITY OF CARLSBAD STANDARDS. THIS SET OF PIANS. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJfCT SITE SUFFICIEN11 Y AHF:AD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFl.lCT WITH THE PROPOSED WORK. OWNER'S CERTIFICATE I HEREBY CERTIFY TliAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE I c;, pALOMAR PROJECT 4. CC RESOLUTION NO. 2006-213 DATED JULY 25TH, 2006. PUD 04-l4A &: PIANNING COMMISJON RESOLUTION NO. 6086 DATED MAY 17TH, 2006. THE STANDARD $.PECIFICA170NS FOR PUBLIC WORKS JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIE:$ (SEE BELOW) AT LfAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NfAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATNE. UNDERGROUND SERVICE ALERT ~BOO~ 422-41 JJ SDG&:E 800 660-7J4J PACIFIC BELL 800 892-012.3 ADELPHIA CABLE'. COMMUNICATIONS ~7601 438-7741 COX COMMUNICATIONS 76 806-9809 CITY OF CARLS/lllD (STREETS &: STORM DRAIN) 760 434-2980 CITY OF CARLS/lllD (SEWER, WATER, RECLAIMED WATER) 760 4.38-2722 J4. PERMIT COMPUANCE REQUIREMENTS: A FOR CQNTROLLfQ GRADING-THE APPLJCANT HIRES A CNIL fNGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSfRVE AND CONTROL THE WORK IN PROGRESS ( 15. 16. 120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE: FOLLOWING REPORTS MUST BE SU8MIT1fD TO THE CITY ENGINEER VIA 1HE PROJECT INSPECTOR (15.16. 120 A.9&:10/ CARLSBAD MUNICIPAL CODE:: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND 1HE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LIT1fR FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDfS RfCOMMfNDfD SOIL BfAR/NG CAPACIT/fS, A STATEMENT AS TO THE EXPANSM QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE'. A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS DUil/NED IN THE PRfLIMINARY 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 (I) YfAR AFTER THE CITY fNGINEER'S APPROVAL. 1HESE PLANS MAY BE REQUIRED TO BE RESUBMIT1fD FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. .36. THE SOILS REPORT TITLED UPDATfD GEOTECHNICAL REPORT, VILIAGES OF IA COSTA GREENS, PHASE Z, NE/GH80RHOOO 1.06 DATED MARCH. JO. 2006 PREPARED BY GEOCON INCORPORATED SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING PIAN. All GRADING SHALL 8£ DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. RESOLUTION NOTES COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52 (PART/GULA TE MATTER), AND 54 (DUST AND FUMES) OF THE AIR QUALITY CHAPTER WOULD EFFECTIVELY MIT/GA TE DUST IMPACTS GENERA TED DURING GRADING OPERATIONS. THE FOLLOWING MEASURES ARE REQUIRED TO ACHIEVE COMPLIANCE WIT/i THESE RULES AND REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS: 1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL ROUTES SHALL 8£ REQUIRED DURING DRY H£'A THER CONDITIONS. 2. ALL UNPAVED AREAS SHALL 8£ REVEGETA TED ACCORDING TO THE APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING. J. All CONSTRUCTION-RELATED TRAFFIC SHALL 8£ RESTRICTED TO ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL 8£ MAINTAINED FOR All HAUL AND CONSTRUCTION VEHICLES. 4. All CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS OF HIGH WINDS. 5. All HEAVY-DUTY, DIESfL POH£'RED CONSTRUCTION EQUIPMENT SHALL BE OPERATED ACCORDING TO MANUFACTVRfRS SUGGESTED OPERA TING INSTRUCTION {WITH THE FUEL INJECTION 17MING RETARDED TO RECOMMENDED LEVEL OF NOX EMISSIONS. BUT WHICH WOULD NOT RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO CONTROL POLLUTANT EMISSIONS. 6. CONSTRUC170N EQUIPMENT SHALL BE SUBJECT TO REGULARLY SCHfDULED MAINTENANCE/TVNE-UPS, AND BE TVRNED OFF WHEN NOT BEING UTILIZED TO A VOID EXCESSIVE IDLING EMISSIONS. Z THE APPL/CA 170N OF ARCHJTECTVRAL COA 17NG AND CUT-BACK ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 6Z7, TO EFFECTIVELY CONTROL OTHER CONSTRUC170N-RELATED EMISSIONS OF AIR POLLUTANTS. 'HALL MONITOR FOR COMPLIANCE 8. TliE ENGINEER/NG DEPAR™ENT S DURING ALL GRADING OPERA 170NS OF THE PROJECT. ON LOT 44 SHALL OBTAIN PRIOR TO OCCUPANCY OF THE 9. THE REQUIRED RECREA TIDN AREA APPROVAL AND BEGIN CONSTVC170N FIRST UNIT OF EITHER NEIGHBORHO OCCURS FIRST, AND SHALL 8£ APP OCCUPANCY OF 50% OF THE UNITS OD 1.06 OR 1.07, WHICHEVER ROVED FOR USE PRIOR TO TliE WHJTHIN NEIGHBORHOODS 1.06 AND I.OZ UNITS Wl'll-1/N NEIGHBORHOOD 1.06, 10. PRIOR TO OCCUPANCY OF ANY 1,820 SQUARE FEET OF PERMANENT AVAILABLE IN LA COSTA GREENS N RV STORAGE SHALL BE MADE A VAi RV STORAGE SHALL 8£ MADE £/GHBORHOOD 1.2, OR TEMPORARY LABLE WITHIN THE VILLAGE OF LA COSTA GREENS. HUNSAKER IMPORTANT NOTICE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY AND ADVISE ON THE COMPACT/ON AND STABILITY OF THIS SITE. LANE SITE SIGNATURE 'i,/\'-'-'\~ ""~~\ SOILS ENGINEER'S CERTIFICATE I, EMILIO ALVARADO, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HERfBY CERTIFY THAT A SAMPLING AND STUDY OF TH£ SOIL CONDl170NS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON OR UNDER THE DIRECTION OFGEOCQ}!QJ(JVNl!25,?00/. TWO!COMPLETE COPlfS OF THE SOILS REPORT COMPILED FROM THIS SnJOY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO TliE OFFICE OF THE CITY CITY OF ENCINITAS ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PIANS AND CfRTIFY THAT TliE RECOMMENDA170NS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED ... _ IN T/--i~:£ GRADING PIANS AND SPECIFICATIONS. wt!~Le~ VICINITY MAP /.. I ti '.:11 ~~1 ~--/0OG:iro~ c, UI No.66915 O'z EMIL~ f. / DATE ~ E,q,.0!1/3008 § R.C.£. NO. 66915 EXP. DATE: C//30/0°13 •~ ™'-,./ CIFCAL\@ "DECLARATION OF RESPONSIBLE CHARGE" I HfREBY DfCI.ARE 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 S£C170N 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 RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER &: ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA T£L~£:J8_58) 558-4500 BY, ~-·,./)(a.a-°& YMOND L. MARTIN P.£. NO.: RCE 48670 EXPIRATION DATE: ~6~/.=J=0/,~0~8~------- SOURCE OF TOPOGRAPHY DATE: /o/t-'f/. c: TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERA TED BY AfRIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (1-30-97) TOPOGRAPHY SHOWN HEREON CONFORMS TO NA170NAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 427-7 &: 427-6A OWNERS/ PERMITTEES DAVIDSON COMMUNITIES 1302 CAMINO DEL MAR DEL MAR, CA. 92014 (858) 259-8500 LEGAL DESCRIPTION IA COSTA GREENS VILIAGE 1.06 (CT 04-16) PROJECT LOCATION NTS LOTS 1-43 AND 45-92 OF THE CITY OF CARLSBAD TRACT CT 04-16, VILIAGES OF IA COSTA -IA COSTA GREENS NEIGHBORHOOD 1.06, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 15052 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON JULY 27, 2005 AS FILE NO. 2005-639125. THIS PROJECT IS LOCATED W/TlilN ASSESSORS PARCEL NOS. 213-110-05, 213-110-06, AND 213-110-13. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N ™ £ 6252 EARTHWORK QUANTITIES* CUT: FILL: EXPORT: IMPORT: REMEDIAL: 4550 -CY 0 -CY 4550 -CY 0 -CY 0 -CY * QUANTl17ES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. SHEET INDEX SHEET 1 TITLE NOTES SHEET 2-J KfY MAP, NOTES &: DETAILS SHEET 4-15 PRfCISE GRADING Pl.AN PHASE I -6, MODELS AND BUILDOUT BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SLJRVfY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VJ, 1991.35 EPOCH, NORTH AMERICAN DATVM OF 1983 (NAD8J), GRID 8:EARING BETWEEN STATION CLSB-153 AND STATION CLSB-070 AS SAID LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK BC BEGIN CURVE EC END CURVE HP HIGH POINT LP LOW POINT Fl. FLOW LINE ST STREET RT RIGHT LT LEFT FS FINISHED SURFACE NTS NOT TO SCALE 7W TOP OF WALL TF TOP OF FOOTING OF DEEPENED FOOTING .. GFF GARAGE FINISHED Fl.OOR \'.oHSS,o~ • L -f ~"o ·v,.< ~ ~ ~ ~ " ~ "If .,,., -_Q: -Z.-z. " NO. 48670 M ~ EXP. 6/30/08 I; • ..r~ I' ~,"f' I"~ 0,-CA\.\ { " 5. 6. 7. 8. CONSTRUCT/ON (GREEN BOOK). SOILS REPORT AND. RECOMMENDATIONS BY GEOCON DATED, MARCH 10; 2006. THE SAN DIEGO AR:EA REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY TliE CITY OF CARLSBAD STANDARDS. 9. 10. FINAL PROGRAM :EIR 98-07 AND THE MITIGATION MONITORING AND RfPORTING PROGRAM. SWPPP WDID /9 J7CJ25090 DATfD 11-11-03 "· SWMP DATED JANUARY 20, 2005. 12. CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMfNT PRACTICE, CONSTRUC170N HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION DROPPED GARAGES BACKWATER VAL VE/SPLIT SYSTEM REQUIRED FIRE: RESISTNE CONSTRUC170N WITH AUTOMATIC FIRE SPRINKLER SYSTEMS PAD ELEVATION FINISHED Fl.OOR ELEVATION GARAGE Fl.DOR ELEVATION (FRONT) DEEPENED FOOTINGS WATER IATERAL" SEWfR IATERAL* LOT NUMBER PIAN NUMBER (R-REVfRSE) COLOR SCHEME J" PVC DRAIN AR:EA DRAIN -6" NOS SP££-D DRAIN {OR EQUAL) RETAINING WALL (PER SfPARATE PERMIT) FIBER ROLLS {Sf£ DETAIL ON SHEET J) GRAVEL BAGS PROPERTY CORNER STRfET NAME SIGN* FIRE HYDRANT* STRfET LIGHT* WATfR MAIN* SEWER MAIN* STORM ORAIN" :EASEMENT JO" X JO" A/C CONCRETE PAD " IMPROVEMENTS PER DWG 427-7 PLANNING DEPARTMENT APPROVAL DATE: I I (SIGIIEll) PLANNING DIRECTOR ' / RCE J I I DATE: REVIEWED BY: (SIGNED) ~lllfilIDED BY: (PRIIIT X.uo!) INSPECTOR SYMBOL * IBFI lffil P=240.7 FF=241.J7 r;f;FF=240.7 6 = @ @ ® 1AR @) -------- 181 0 + + 0--0 ----{0>--- ~ ............... , ...... - "AS BUILT" EX~. QUANTITY 1,408 LF 44 :£A 900 LF 175 :£A DATE DATE I SHlET I CITY OF CARLSBAD L1TJ 5 ENGINEERING DEPARTMENT · PRECISE GRADING &: EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 & ASSOCIATES SECTION 4216/4217 OF THE GOVERNMENT COD:£ REQUIRES A DIGALERT IDENTIFICATION NUMBER 8£ COORDINATES ARE PUBLISHED IN THE .,/11 Rli'I /,l;. ADD Rl:TAIN/"1(, I.IA/ L LOT5J.7-J1 f/-lT/1 5/?.~ /I 6Vf' I APPROVED c'tJ:.,~';J c.114~MAN~e/J~ J t'i 1 11/ a/Q, ENGINEER OF WORK SAN DIEGO, INC. PLANNING 10179 Huennckens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558·4500· FX(858)558-1414 ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE CITY OF CARLSBAD SURVEY CONTROL /.:l//0 li'L.41 VALID. FOR YOUR 0/GALERT I.D. NUMBER CALL NETWORK ESTABLISHED BY RECORD OF R~~~~ 'l . V, .c.g /l-lM UNDERGROUND SERVICE ALERT AT: SURVfY MAP NO. 17271, FllfD IN THE /o/4/4 !J · 08·0i li'lM omc£ OF TliE SAN DIEGO COUNTY TOLL FREE 1-800-422-4133 DATE INITIAL RECORDER ON FEBRUARY 8, 2002. /£: / DATE N J6"47'12" W ENGINEER or WOR IWO WORKING DAYS BEFORE: YOU DIG R.C.E. NO. 48670 EXP. 6/30/08 !/3\REV. PlOTTINt; lOT.S W, 70 f7f, 5/ITS. /3 i/4-t~ZA "/0 G.,\JY (9~ , --th,' k~•· ~~ ' ~'\ ll!iV/Uf: r/..00/l. p,l,NS 6Hf6. 8,"), /0, 14 15 ·irv,,~ 1cif' ENGINEER RCE 3 3069 Exe...a:ZJ:7oa DATE , lfEYI.SEP Pl{RfJIN6 $HTS. '5 ·15 !'l/1-1•"1, '., DRAWING NO. OWN BY: PROJECT NO. C C DATE INITIAL DATE ,INITIAL CHKD BY: --Bl 427-7A '\ -· '_c ' CT 04-16/PUD 04-14A REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: . R•\0385\~Eng\Precise Grnciing \0385PG-SHT-01.ciwg[ l275l□ct-06-2006•l5•36 W.O NO 2394-22 , BIN : 021/\ 11 'i, ... 070507 ' I LOT f 2 J 4 5 6 7 8 9 10 11 12 ~ IJ 14 15 16 17 18 19 20 21 ' 22 2J 24 25 26 GENERAL NOTES I. SEE TRACT I/AP AND EASOIOfr PLATS FOR E:ASEMDflS, O/N£NSIONS AND IDENTIFICATION. 2. PU.NS PREPN£0 IN CDNFORW4NCE WITH F.H.A IMTA SHEET 798. J. FRONT, ROR ANO S/OE YARD DIMENSIONS SHO'IIN :t. ME APPROXIMATE. 4. SE1B4CKS ME MEASIJRES ro 11£ N~ ~ PROJ£cTION. 5. VERIFY U.YOOT AND O/MDISIONS AT JOB SITE. 6. SEE ENGINEER'S Pl.ANS FOR LOCATION OF UT/UT/ES. 7. NO DRll£WA)S SHALL EXCEED 7zr GRADE wrTHOUT A 4' TRANSITION AT~ ANO RIGHT OF IIMY. (SEE DETAIL SHEET J) 8. PROVIO£ GRADING OCPARTMENT Cl..£ARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL ro BE APPROllfi) COMPACTro FILL. 10. LOTS SHAU. 8E GRADED IN A.CCORfMNCE WITH arr OF 04RI.SB40 STANDARDS. 11. CONllW:TOR ro PROVIDE TDIPORARY SANITATION FACILITIES. 12. 11£ ANGLE OF Rff'OSE IS AN IW.GINAR'r' UNE 45" ro THE: HORIZONTAL, EXTENDING /XJWM/IARO FRO/ii THE: BOTTOM CORNER OF AM' BUILDING FOOTING AND SHltLJ. NOT IMERSE.C ,· AM' PAKr OF AN EXCAVATION FOR tmUTIES, DRAINAGE, E:rr;. 7 J. FRONT lll4LK FOR ~ ONLY. 14. ALL IJRM:WA)S SHltLJ. BE CONSTRUCTED ~ SDRSD No. G-1-'M. , 15. ~GE FLOOR ELEVATION IS AT DOOR (1:CFALL FRO/ii REAR) AND EQUALS GROUND ELEVATION AT HOUSE LIN£ UNl.£SS OTHERWISE SHOWN. Hi. OIJRING HOUSE I.A'IOUT ANO BEFORE TRENClfll,/G ALL SCTrJN;K DIMENSIONS SHOWN ON PLOT PU.NS SHALJ. BE VERIFIED. AM' DISCREPANCIES SHAU. BE RCPORIEO ro OWNER AND CONTRACTOR FOR RESOLUTION. 7 7. IIMLLS AND FENCES ME NOT PAKr OF THIS Pf:RtlfT. SEE I.ANDSCAP£ Pl.ANS. 18. ALL PVC DRAIN UNES SI-WL BE J• SOLID WALL (UNI..ESS OTH£RW/SE NOTEO), SCHEDULE IKJ, 0. 7'1l It/IN SLOPE 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PNJS SHALL BE NOS 6" SPrr-0 BASIN OR~. 20. ALL LOT DRNNAG£ SWALES ME ro BE A IIINIIIUl,I OF 1.0 ,r SL~. 21. ELEVATIONS ON THIS Pl.AN SHO'IIN AS "51.00• ME T/lft/NCATED IN 11£ ONE HUNDREDS PLACE BY 200.00 AS N'PI..JCNJLE. IE. 51 .00 • 251.00 22. SETBACKS FOR THIS PROJECT ME AS fVI..LOWS: FRONT YARDS • I 5 FEET -GE • 20 FEET REAR YARDS = 15 FEET S/OE YARDS • 5 FEET 2J. THE SOILS REPORT Tm.HJ UPO,A,TED GEO=HNICAL RCPOffT AND FOUNOltTION DESIGN ~TIONS. m.u.GES OF U. COSTA -THE GRffNS, NElGHBORHOOO 1.17 IMTED MARCH 10, 2006, PR£PARE:o BY G£OCON INCORPORATED SHALJ. BE CONSIDDfro AS A PA/ff" OF THIS ~ GRNJING Pl.AN. ALL GRAO/NG SHALL BE DONE IN ACCORDANCE WITH THE ~TIONS ANO SPECIFICATIONS CONTAINED IN ~ SQI/..S RCPOffT. 24. FOR ROUGH GRADING PLANS ANO SPECIFICATIONS SEE CITY OF O!RLSIMD ONG. NO. 429-2.A. 25. STREEr. CIJRS, ,t PNJ ELEWtTIONS ME ~ EXIST. PU.NS ,t SHOULD BE VERIFIED IN THE FIELD. t,c ACTtML ELEVATIONS VARY FRO/ii THOS£ SHOWN, NOTIFY THE ENG/EER OF IK/RIC' AT (a58) 558-4500. ' 26. FOOTPRINTS ME BASED UPON ARCHITECTURAL Pl.ANS ~TED OJ/ol/06 27. DRIVEWAY PAVING "'47El!ML OtrTSIOE OF ROW ro 8E 4• PCC 111N 28. STTfEll lflJ/Jllf.SS ~ IE LOCAlll) ON fJUII.D/NG EAiERit.W tN !CCOIIIJMICE IWTlf TH£ CITY FIRC CODE. 29. S£WCR f C/..£NI-OUTS ME PER LEUCADIA IIMSTEIIMTER DISTRICT. JO. AN APPROllfi) ~TER VALVE IS RWUIRCD FOR Dl'M/H~GE PIPIN<: SERVING F7XTIJR£S LOCATED BELOW THE ELEVATION OF THE NEXT UPSTHEM4 l,IANHOI_£ CO\IEI?. FIXTIJRB ABOVE SUCH ELEVATION SHALL 0/SCHN«;E THROUGH THE SICKIIMTER VALi£. JI. ALL ~ DRAINS TO 8E CONNECTED ro AREA DRAIN SYSTEII. LOT TABLE Pl.AN/ELEVATION ~IOlll.7ER VALi,£/ FINISHED FLOOR RIAi ELEVATION SPLrr SYS7DI ELEVATION UPS1R£N,f 4C = 21J.45 2111.1111 IB = 216.115 218.99 3C NO 221.65 218.99 1A = 228.85 2J2.41 .JB HO 2J4.75 232.41 IC = 2J8.J5 2J7.IU 48 NO 240.05 2J7.IU 3C HO 240.115 2J7.IU 2NI NO 241.55 2J7.IU IB NO 242. IS 240.511 'IC NO 2,f2.75 240.59 1A NO 24J.J5 24-2.JO 48 NO 24J.9S 24-2.JO ~ NO 2#.55 24-2.JO 2C = 245.05 2#.IU 28R NO 245.65 2#.IU -MR HO 246.25 2#.64 3C NO 246.65 2#.IU 2A NO 246.95 247.13 48 = 247.55 247. IJ 1A NO 248.0S 247. IJ JC NO 248.55 247. 13 28 NO 249.45 247.fJ JAR NO 249.65 247. lJ 18R NO 248.55 247. IJ .JCR YES 247.55 247.1J HUNSAKER & ASSOCIATES SAN DIEGO, INC PIAHNfNG 10179 Huomekon. Sllftt S rM::E: r ADORrSS HAUrE Pu.CE HAUrE Pu.CE HAUrE Pu.CE HAUrE Pu.CE HAUrE PLACE HAUrE Pu.CE HAUrE PLACE IIIL1TE PLACE HALITE PLACE HAUrE PLACE liALflE PLACE HAUrE PLACE HAUrE PLACE HAUrE PLACE HALITE PLACE HAUrE PLACE IMLJTE Pl.ACE HAUrE Pl.ACE HALITE Pl.ACE ' HAUrE PLACE HAUrE PLACE HAUrE PLACE HAUrE PLACE HAUrE Pl.ACE HAUrE PLACE , IW.ITE PLACE ENGINEERING San Oieao, C.. 92121 SURI/EYING PH(l51)55MSOO· FX(851)558-1414 LOT TABLE LOT ! !W:KIIMTER VAL\£/ Pl.AN/ELEVATION , SPLIT S'rSTE"M ~ .... 27 ;we NO 28 28R NO 29 ICR = JO -MR = JI .JB = J2 2CR NO JJ .JBXR NO J,f. 2AR = J5 4C = 36 .JBR = J7 2C = J8 JAR NO J9 28R NO 40 4CR NO ., f JAR = 42 4CR NO .f3 2AR NO 45 3C = 46 2A = 47 ~ = 48 2C HO 49 4BR = 50 ~ = 5 I 48 = 52 .JC = " 2A = ~· M J)(C NO 55 48 NO 56 2CR NO 57 JBR NO 58 -MR = 59 JCR = 80 2BR = Ill ~ NO 52 28 NO 63 .JBXR NO ti,/. 2CR NO 65 JAR NO tl8 4CR = 57 J8R NO 118 -MR = ll9 XR = 70 4A HO 71 2C = 72 JB = 7J 4C = 74 ~ NO 75 48 = 76 2C = 77 ~ = 78 48 NO 79 JC = 80 2A NO - 81 </.CR NO B2 48R NO BJ XR NO 84 -MR YES 85 J8R = 116 2CR = 117 4BR = 118 JAR = 119 4CR = 90 J8R NO 91 2AR = 112 4BR = FINISHED FLOOR RIAi EI.EVA710N STREIT NJORESS ELEVATION UPSTREN,I 24J.55 240.85 Al/CA ROAD 242.JS 240.85 Al/CA ROAD 241.15 240.IJ5 Al/CA ROAD 240.05 240.85 Al/CA ROAD 238.85 240.85 II/CA ROAD 2J7.85 2J5.37 Al/CA RCMD 236.85 2J5.J7 II/CA ROAD 2JS.85 2J5.37 Al/CA RCMD 2.35.05 2J5.J7 II/CA ROAD 2J4.55 2J5.J7 II/CA ROAD 2J4.0S 2J5.37 Al/CA RCMD 2JJ.55 2JI.J,f. Al/CA ROAD 2J2.95 2JI .J-4-Al/CA RCMD 232. 15 2JI.J4-Al/CA RCMD 2JI.J5 2JI.J4-Al/CA RCMD 2.30.45 228.25 Al/CA ROAD 2119.55 228.25 II/CA ROAD 2.U.25 247.42 KYANITE PU.CE 246.25 247.42 KYANITE PU.CE 248.15 2,f.7.42 KYANITE PU.CE 2,f.9.55 247.42 KYANITE PU.CE 250.25 256.80 KYANITE PLACE 251.45 256.80 KYANITE PLACE 25.J.35 255.80 KYANITE PLACE 255.35 2511.80 KYANITE PLACE 257.35 256.80 KYANITE PLACE 258.115 2511.80 KYANITE Pl.ACE 259.75 2511.IKJ l<YANITE PLACE 259.75 256.80 l<YANITE PLACE 258.45 256.IKJ l<YANITE PLACE 255.45 256.80 l<YANITE PLACE 25J.55 256.80 l<YANITE PLACE 251.65 256.80 l<YANITE PLACE 242.JS 250.59 HN.JTE PLACE 2-41.65 2J7.IU HN.JTE Pu.CE 242.05 2J7.IU HN.JTE Pu.CE 240.45 2J7.8,f. HAUrE Pu.CE 239.115 2J7.84 HAUrE PU.CE 2J6.45 237.84 HAUrE PU.CE 220.15 216.119 HAUrE PU.CE 215.25 218.99 HAUrE PU.CE 2/J.05 218.99 HAUrE PU.CE 212.55 209.80 HN.JTE PLACE 214.45 228.42 HALITE Pu.CE 218.75 228.42 HAUrE PLACE 2:l!i.05 228.42 HAUrE PLACE 2.31.45 228.42 HALITE Pu.CE 2-40.15 257.0J HAUrE Pu.CE 246.85 257.0J HAUrE Pu.CE 25.J.95 257.0J HAUrE Pu.CE 260.115 257.0J HAUrE PLACE 266.55 2611.00 HAUrE PLACE 2tl9.J5 2611.00 HAUrE PLACE 270.85 2611.00 HAUrE PLACE 272.05 2611.00 HAUrE PLACE 270.25 2611.00 HALITE PLACE 267.JS 2611.00 HALITE Pu.CE . - 262.45 268.00 HALITE Pu.CE 254.95 257.0J HALITE Pu.CE 247.75 257.0J HALITE Pu.CE 2-W.l/5 2/jl,QJ HN..ITE PLACE 2:J4-.25 257.0J HALITE PLACE 227.75 228.42 HALITE Pu.CE 221.25 228.42 HALITE PU.CE ---- 216.25 228.42 Hlt/..JTE PU.CE 150 0 SUBDMS/ON 80UND,4RY 150 300 ---- SCALE l '= 150' FIRE PROTECTION NOTES: 450 PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. I SECTION A-1: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLAYING EDGE OF STRUCURE(S). I. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLAYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW run CHARACTERISTICS. 2. NO TREES ALLOWED. J. IRRIGATED. SECTION A-3: MEASURED OUTWARD FROM THE OUTLAYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60". I. PLANTED WITH LOW WATER USE NATURAL/ZINC PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACT, ERISTICS 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOS~R THAN 20" A!-'ART 3. /RR/GA TED. SEE CURRENT CITY LANDSCAPE MANUAL FOR DETAILS. ,._oftss,~ YL. ~ l 't. .. , --"z u NO. -48670 ~ ... !; '; EXP. 6/JD/01 • ~ -~,.. .. 'l-~ ""''~~ ENGINEER OF WORK R ND L MARTIN -, DATE DATE 7 6 KEY MAP INITIAL 4 15 ► , 2 1 92 E 67 69 70 7T SUBOMS/ON BOUNDARY 1------LOT LINES LOT NOS. SHEU NO. DATE INITIAL ~ J ./ ,,Y .-:J,.q,,-L ,,,{_v!D/f. R.C.E. NO. 48870 EXP. 8/30/08 ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL 5 84 9T 90 g 6 E 72 KEY MAP SCALE: 1•=150' "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH;ET I CITY OF CARLSBAD CTu ENGINEERING DEPARTMENT 5 PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED tf ONJA'?.,. 7' HAMMANN, JR. I I )(}~o( CITY ENGINEER Rc"E 33QS9 EXP~I 'Ill ,,,1.-. ,---ATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY, (1 CT04-16/PUD 04-14A 427-7A CITY APPROVAL RVWO BY, R,\0385\~Eng \Precise Gr~oing\0385PG-SHT -02.ciwg[ 1275l□c t-06-cJ06,15,36 W.O NO 2394-22 BIN : EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEORGE STURGEON ltT f6!9l 247-593! 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE M4DE ltVAILA9t.E ltT ALL nMES DURING THE RAINY SEASON. ALL NECESSARY W.TERW..S SHALL BE STOCKPILED ON SITE ltT CONV£NIENT LOCAnDNS 7V FltCILrrltTE RAPID CONSTRUCTION OF TEMPOR/oRY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVfD OR MODIFIED WITHOUT THE ltPPROVltL OF THE ENGINEERING INSPECTOR. 4-. THE CONTRACTOR SHALL RESTORE ltLL EROSION CONTROL DEVICES TO WORKING okDER TO THE SA TISFltCTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTltLJ.. ltDDlnoiw. EROSION CONTROL lr#EltSURES ltS MAY 8E REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRltDING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ltND SHALL TltKE NECESSARY PRECAUnONS TO PREVENT PUBLIC 1RESPltSS ONTO AREAS WHERE IMPOUNDED WATERS CREATE It HltZ/tRDOUS CONDmON. 7. ltLL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL B£ INCORPORATED HEREON. B. GRltDED AREAS AROUND THE PROJECT PERIM~R MUST DRAIN ltWltY FROM THE FltCE OF SLOPE ltT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REIIIOV/tBLE PROTECTIVE DEVICES SHOWN SHALL BE IN P~CE ltT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40,C). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH Rlt/NFltLL. 10. ALL GRAVEL B'IGS SHALL BE BUR~P TYPE WITH J/-f INCH MINIMUM ltGGREGRltTE. 7 ,. SHOULD GERMINltnON OF HYDROSEEDED SLOPES FAIL ro PROVIDE EFFECTIVE COIIERltGE OF GRltDED SLOPES (90,C COVERAGE) PRIOR TO NOVE~R 15, THE SLOPES SHALL BE ST/tBILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECOON J5.02J OF THE EROSION ltNO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORN/lt. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ltLJ.. PERMANENT ltND TEMPOR/tRY EROSION CONTROL PLANTING AND IRRIG/tnON SHALL BE INSTALLED ltND Mlt/NTltlNED ltS REQUIRED IN SECTION 212 OF THE STltNDNID SP£CIFICAnONS ltND THE FOi.LOWiNG: A HYDROSEEDING SHALL BE ltPPLIED TO: I. ALL SLOPES THAT ME GRNJED 6:1 (HORIZONTAL 7V VERTICAL) OR STEEPER WHEN THEY ltRE: a. THREE FEET OR MORE IN HEIGHT A.NO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRNJED Fl.A.TTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR /MPROVE/tlENTS(CONSTRUCnON OR GENER/tL LANDSCAPING) WITHIN 60 l)l)'S OF ROUGH GRADING. b. IDENnFIED BY THE PARKS A.NO RECREAllON DIRECTOR AS HIGHLY VISIBLE TO THF: PUBLIC. c. HAVE ltNY SPECW.. CONDITION IDENTIFIED BY THE CITY ENGINEtR THAT WARRAIVTS IMMF:DIA TE TREA Tl,IENT. 8. HYDROSEEDF:D ltREAS SHALL BE /RR/GA TED IN ltCCORDANCF: WITH THE FOLLOWING CRITER/lt: C. D. £ 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 WltTERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENnON/tL Sl'STEM OF LOW PREC/P/TltTION SPRINKLER HEADS PROVIDING 100,C CO~GE: b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WltTERED BY A CONVENTION- AL Sl'STEM OF LOW PRECIPITATION Sffl/NKLER HEADS PROVIDING 100,r COVERltGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE /RR/GATED ltS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT It PROPOSED SCHEME 7V 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. IRRIGATION SH.41..L MAINT/t/N THE ltlOISTURE l.EVE:L OF THE SOIL ltT THE: 'OPllMUM LEVEL FOR THE GROWTH OF THE HYDROS££DED GROWTH. HYDROSEEDING MIX SH.41..L CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THltN: a. 20 lbs. PER ltCRE OF ROSE CLOVER b. 20 lbs. PER ltCRE OF ZORRO FE:SCUE c. 3 lbs. PER ACRE OF E SCHOOL GIii CALIFORN/CA d. 4 lbs. PER ACRE OF ACHILLE.A 1,1/LLEFOLlil e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ltCRE OF DI/JORPHOLECA g. rfEMS c,d,11, AND f OF THIS SUBSECTION MAY BE OMITTED 0N LOCAnONS WH£RE THE ARE.A BEING HYDROSEEDED IS NOT VISIBLE fflOM £/THER A PUBLIC STREET OR RESJDENTW.. STRUCTURES. h. ITEM a OF THIS SUBSECnON MUST BE INOCULltTED WITH It NITROGEN FIXING BACTERlil ltND APPLIED DRY £/THER BY DRILLING OR BRONJCASTING BEFORE HYDROSEE/)ING, i. ALL SEED MATERW..S SHALL BE TRANSPORTED TO THE JOBS/TE m UNOPENED CONT/t/NERS WITH THE CALIFORNlil DEPARTlrtENT OF FOOD AND AGRICULTURE CERTIFICAnON TltG ATTACHED ro. OR PRINTED ON SAID CONT/t/NERS. j. NON-PHYTO-TOXIC WUTING ltGENTS MAY BE NJDED TO THE HYDROSEED SLURRY AT THE DISCRF:TION OF THE CONTR/tCTOR. 2. TYPE I MULCH APPLIED ltT THE RATE OF NO LESS THAN 2000 lbs PER ltCRE:. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLJED RBER W.TERIIIL. WHEN STR/tW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHltNICltLLY PUNCHING NO LESS THltN 50,C OF THE STR/tW /NW THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFltTE. 16-20-0, WITH 15,C SULPHUR APPLIED ltT THE R1t TE OF 500 lbs. PER ltCRE. ltREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSE£DING BY: 1. ROUGHENING THE SURFltCE 7V B£ PLANTED BY ltNY OR A COMBINATION OF: a. TR/tCK WALKING SLOPES STEEPER THltN 6: I b. HARROWING ltREAS 6: t OR Fl.A TTER THAT ARE sumctENTL Y FRl,t/JLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING /TEl,IS a OR b ABO\.£ 2. COND/llONING TH£ SOILS SO THAT IT IS SU/TltBLE FOR PLANnNG BY: a. ADJUSTING THE SURFACE SOIL MOISTURf TO PROVIDE A DAJ.IP BUT NOT SA71JRATED SffD MD. b. THE ADDITION OF SOIL /tMENDl,/ENTS, PH ADJUSTl,IENT, LEACHING OR COVERING SALINE SOILS 7V PROVID£D l'Z'!St.£ CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE Mlt/NTlt/NED TO PROVID£ It VIGOROUS GROWTH UNnL THE PROJECT IS PERw.NENTLY LltNDSCAPED OR, FOR ltREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. HUNSAKER & ASSOCIATES 5,1,.~ DIEGO, INC. PW<NING 101)'] --ENOf'tfillMC S., t:.p. Ca ffl21 SU~VEYING PH(851)55M500· FX<esl)SS&-1414 PL !!j ~ 11:.. SIT BN;KS I Pffi PLM It I A r_ 1" B !!I IAIN.""'\ ~:i ~ :i C SET BN;KS Pffi PLM 9· C NO MOUNDING JN T/11S ARE:A (TOP OF SLOPE: 0.5' MIN NJ(JII[ SWALE a, NOT 10 EXCE:E:D FINISH PAD ELEV.) NOTE: SURF'ACf WATER 10 DRAIN AWAY fROM THE: BUILDING. ====d±==:::::!~==~~~~;; SIOEIW.K -P£R SORSD cuiia----"' 0-21 (TYPJ: NOTE: WALKWAY'S ME: F'OR RE:F'ER£NCE ONLY AND NOT 10 BE: COHsrRUCTE:D pt Pffi THIS PRECISE: GRAD/HG PIAN TYPICAL LOT EROSION CONTROL DETAIL N.T.S. S' .5' MIN 2 VARJfS 1• IAIN VARIES .J' IAIN SE:CTJON 8-8 N. T.S. 6" MIN. ,c IN, 21" w,)(, SECTION A-It N.T.S. EXISTING IJDlM 70 /lrl,l/t/N ltNO CONTIMCTOR SHALL IAOOIFY FFNCf 1/E/GHT AND LOCATION Ml N£C£SSARY 70 COMP!. Y wrTH CJ1Y R£QUIR91E:N7S H IN FE:£T LIN FE:£r 0-5 - S'-20' 2.S' 20'-40' §' Ol,£R 4-0' 10' SLOPE: ROUND/HG DITA/I. (DOES NOT N'Pt.. Y ro SIDE SLOPES BrnllEE:N RE:SIDENIW.. UNITS) PL F'.F'. 6" IAIN. FIBER ROLL N.T.S. FIIIC/i IIOI.J. 8 • 11/N WOOD STAKE 3/J,•x3/J,• MAX J,' SPACING PROPERTY UNE r----i-7' IMN. 4• 3• l,IIN, '. 1,1/N, -+, - 'l SW/tl.E: 21' MIN. -2 I :tr AoMX. SIDE YARD DETAIL N.T.S. ~ 1" ~ .6' D.F. F'.F'. L 2.0' MINIMUM FOOnNG DEPTH SECTION D-D (PER ltRCHITECTURAL DRAWINGS) VARIES J' MIN VARIES I ' IMN E:LEV. IAUST tJ£ EQUAL 10 BWG. PAD E:LEV. OR HIGf/ffi DEEPE:NE:D FOOTING WHE:H RrQ'D (SE:E: DE:TNL ltT LEFT) SE:CTION C-C ·-a·ABOIIE'" STIWGHT GRADC --,-- GNIACE SUB STRNGHr GIWJC FROM BACK OF -----.-DRAEMY A. i iiQACH ro GNMGE SLAB. NOTE: 1) THE /JIAX/MUl,I DRll£WAY SLOPE:, /tfVSURE:D ON THE LOWE:R OR STE:E:PE:R SIDE OF THE ORNEll'AY, SHALL BE: 141'. Sl.DPES EXCEE:DING 14-1' SHALL REQUIRE: SPE:CIFIC Al'f'liVVAL BY THE CITY £:NG/NEER. 2) WHE:N THE MAXIMUM DR/1£11MY SLOPE:S EXCffOS 12%, INCO~TE TfW(SfTIONS AS SHOWN ABDI£. THIS "Rou. • IN THE: OR/l£WA Y IS INTE:NDED ro HE:LP All!llO BOTTOlilfNG BY LONGER 1£H/CLES AND ro MAKE THE DRM:WAY llfORE: PI.FASING 11'Sl.14LL Y. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 12% SLOPE N.T.S. BLDG D PLAN VIEW D NOTE; OCEPENED FOOTING OCPTH ON THIS DET/t/L IS DlilGR.AIIIMlt nc; SEE PLAN FOR ltCTU/tL OCPTHS TYPICAL DEEP FOOTING DETAIL N. T.S. •"onss,~ ~'UL. < ~ \ .. "" ~ --!Di :z. z: ~ NO. 48670 ::: ~ EXP. &/30/08 : ~ ,.,~,, dlt,'~ ~ ,.-ClL\I ENGINEER OF WORK ~.,/~~r RAYDL. MA IN /,AY/# DATE DATE INITIAL R.C.E. NO, "81170 EXP. 6/30/08 ENGINEER or WOR REVISION DESCRIPTION "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE I SH3ET I CITY OF CARLSBAD I S1E5TS I ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED Co/'jRA9 g..,_jlAMMANN, JR. It/__ t/ fJ' -·-ICITY ENGINEER RCE 33069 EX• F DATE OWN BY: PROJECT NO. DRAWING NO. D.UE INITIAL DATE INITIAL CHKD BY: qi 427-7A CT 04-16/PUD 04-14A OTHER APPROVAL CITY APPROVAL RVWD BY: R:\0385\&:Eng\Precise Groding\0385PG-SHT-03.dwg[ 0]0ct-17-2006:14:00 W.0 NO 2394-22 BIN : ) 20 HUNSAKER & ASSOCIATES SAM DIECO, INC PIAMN, .,,, ,.. • ~ ENCi I(; S. D1111, (a IZIZ1 5UIW'IIC; Pl I I -~ SC WM 0 20 40 60 SCALE t •= 20' -- V') -I PLAN 2AR PAD=220.50 FF=221.2 Lor B2 ~ GD r/l ~ -~ I ~ r/l " " " I " ' -.-----L __ _ . I \ I • ie ai --I OPEN SPACE LOT BB ;It CffQ) 8.5' PLAN 3BR PA0=227.00 5' FF-227.75 &) 11!11 I!.: . . • .. HAUTE PLACE of -,------'---- SEE SHEET 14 (MODELS, WT 89-91) j I 18' 8 I ~ - <1E) PLAN 4CR 5.5' PAD=233.50 of FF 234.25 cm ll!l Ill! \ I 1------ I 21' 5•r: I : I ! ......... .. Vl -~ 81 Lor BB ~ 'I r/l -~ ~ r/l C'lrf ---·--------- • --------- SQQ St>lt# NtJ'1ES PUI B x; FIX1IJlfE RtM B.£\l'lrDIS l'H4T NfC AIOloE' 1H£ IJPSTPIENI w SEiia RtM ~ 5H4LL B£ ON TH£ SPUT .srs, .. SIIEi nv 17 l'1lrlUI£ RIM EUW4/X1HS 1H4T NfC IIEUJfl THC "5TTf9M PUBLIC SE#tlf RtM B.£\1'17'0# SHIU IE ON 1H£ IMCWIIMIEII' W.l1£ SID£. "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: ---,--.,....---------------,---r--,r--'T'"-'"""T'"'"""''.""""''.""""'"""I~ 11.t.T[ 1-,---+--+------------t---t--t--t-~ C!J CITYEN~~,J~!~.!;;~AD CTr] l---t--+----------------;--7--r-7-~ PRECISE GRADING 4-EROSION CONTROL PV.NS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 ENGINEER or WORK -IAPPIIOYCD CONRn c. rlANN, JR. 11,/•faT[, I J---+---+------------------1---t---t---t----1 _@ITY ENGINEER RC£ :4-Rl E)fP 06/}Q/Qll l'j)i . __.!_~lp, .... ,!ll✓~-:.P-~2/Z~~?~-~t:..~:..._~ll:z~rti~~,✓-~,,~,~1~~-°"».-TTEE-=-~;_;~~~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-.:~-=-:----_-_-_-_-_-_-~_"1t-=-:jj;°":':!:T[~:-=.1-:.-:!!!c~:c1-:1-°"~-T~E=~t~IN:~INL:~3-I I:,~= G·1 11 PROJECT NO. I DIIAWING NO. RA D L. IIIMTIN DATE . . -REVISION DESCllllflTION OTHE. ... ,__ CITY,,_"-_IIVWD .,., '""= CT04-16/PUD04-14A _ 427-7A lt.C.E. NO. 48170 EXP', 1/YJ/oe t-aR or •· ----7 R,\0385\LEng\Precise GrQciing\0385PG-SHT-04.ol,.g[ Ol □ct-17-2006,14,03 W.O NO 2394-22 BIN : ' / / LDT B 3784 j\ .---·. ' ''J 20 HUNSAKER & ASSOCIATES SAN DIECO, IMC. PLAN~ 101"9 Huemekmi Street ENGlfrHUilG s.ri 1Jieto, ca ffl?I SC.\/£VING Pt<(•-· Fll(e50)5,o. ,.,. Lo-r BB D 2:J 4C SCALE 1'=20' --------------OPPN BPJ.ICP LDT G3 ----~--- ---61.81 ---I "~ ! ' ;·•-.. ,,."-'._--:~·->----=s:----7- ./ 5 □ ., @t~~ § "J-:q r.o· Jr;; 0 @-Q_ (;J sf!. ~l.i:_ ., <o (j "' . '-17_4• i, I 1:, -~ Ji{ I I J -- .. / '. ", ..... ..._,,,...,__ >-----·-· "' /' J7.5' i4 92.SO' \ \ r4,;; I ·. \ I • ::t=u " f • '?,q I ,.,. ,,,, ; ' .5' I • ~ :I .; -- H / 21 r-----..-~r·"·'j -,l 61.1!5 . "' ~ ~ Fl CL) PLAN 18 PAD=216.20 FF=216.95 @) 1ml I H CID PLAN JBR 7.2' PA0=219.40 5• FF-220.15 f 5. 1' CffD 4.5' ., i ' ! . -/ ! ' \ I,/ \ \ /_,/' ' ' -----'\, ····-I > ' .. ·-. • i '!~I " .,,.,. . \ :l ' 8,6' -· / ~/ . 5• ,4 12·1 ~ ~ @) DPE.N SPACE LOT 93 '-~·- 30.06' ~ 0, -~ CD PLAN 4C PAD=2I2.70 FF=213.45 5' CB 1 lllll @::) 1--+--t '°· 4. PLAN 4AR PAD=214. 50 8.2'1-11-1 5• PLAN JCR PAD=212.30 FF 213.05 cw l8ll FF=215.25 5' QDIB!l 0 \ "! -"' '- . Lor; BB / I ) . \ \, I' \ ', \'; i ! , . / ' II // ; i okEN 7.5 '"1-+tl ' ' . SP.!4CE 5 ' . Lk:t-r . (JIJ ! i ! I I ' I '-'· .15.67' I ' ' • > ' t ' ~y ~ ' ! 75.95' OJ 28.1.5,.,'-, .... ,,. ., ---_,;,;,_ ____ -iJ----., ----' ·, " -' / ) ; a <·-----···-V (PHAsE[Z)LoT 1-5 & 66 -69) ,~fESS/~ ~ l. '< I i .. ~ --Zz " NO. 48670 "' .. !: .. EXP. 8/50/08 • • ~ -~'t ~~ dt. 0,-CA'...\if ENGINEER OF WORK ~yvl,.d'' # Ill\ /fET/6£ l'HIISINII HNI SHT. NIIHaEKIN6 1·H·OT IU.H CATE INITIAL R~ARTIN DATE RE\IISION DESCRIPTION R.C.E. NO. 48870 EXP. 6/30/08 ENGINEER or WORI V) ...., E-< ~ ffi ~ :I: Cf.) :::.: ffi ~ Cf.) LDT 70 i Cf.) ffi Cf.) // I I CATE INITIAL DATE INITIAL OTIJER APPROVAL CITY APPROVAL i@)I SfMR SYSml NOTES PLUMBING F1XTl,JffF RIM E1£VATJONS THAT ARE .-IBOI£ THE: UPSfflfAM PUBI../C SEltEl'i' R/1,1 El.EVA TION, SHIU.L B£ ON THE SPLIT SlSTE:.11 SIDE; PLUA,18//1-G Flx:TURE RI/,/ E1£VA710NS THAT AR£ 8£1.0W 1lfE UPSTffEIW PUBLIC S£WEF? Rllil fUVATION S/-l,ILL B£ ON 1HE: 8-ICKWA!Ei'? VAL 1£ SIOE. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I s'.tss I ENGINEERING DEPARTolENT PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 ~:ROVEO aN,D 9 I-IAMMANN. JR. ,, 1 °' CITY ENGINEER RC~I3Q69 EXe Q6Z3Qlilll 7 'ATE OWN IIY: PROJECT NC DRAWING NO. CHKD BY: ~ 427-7A CT 04-16/PUD 04-14A RVWO BY: R•\03B5\~Eng\P•ecise Gro:Jing\0385PG-SHT -07.:Jwg[ OJ□cs-17-2:JC6 14•09 W.O NO 2394-22 BIN : \ ! } 070507 LDT 13 20 HUNSAKER & ASSOCIATES SAN DIEGO, INC. PL»NNG 10119 Hul!makens Street ENCINEEIINC Slfl .Olel(I,. ca 92121 SUOVIYINC Ptf(OSllsSHSOO· FX(IS8)ss&1-11-I 0 ............... -........ ....... ..,,,.....,,,... ....... ..,,,... ....... ..,,,.....,,,... .............. ..,,,.....,,,... ....... ..,,,... .............. ..,,,.....,,,... __ ........_ ...... ..,,,.....,,,... ~~-~~~ ~ ....... ..,,,.....,,,.....,,....,,,., ......,....--................_ DPEJV SPACE' / ......_....._ LDT 93 // 6.2' '4 ' :f I LDT 45 TC CJD PLAN IA PAD=242.60 FF-243.35 @) 6.3' 241.1 240. --- 20 40 60 ~--- SCALE 1'=20' QI) 6.2' PLAN 4C 4.5' PAD=242.00 FF=242.75 5' @) ' \ I \ \ 6.3' 1.7 Ii 7i CID L 5' PLAN 18 PAD=241.40 6.2' FF=242.15 6.3' ,4 @) 1. 1 Ii \ ,'~ 55.00 (_$.; / ~/=-~~1:.r~-,J::-:::-: - .; CID ----rn.=--+-.....J PLAN 3A PAD=241.60 FF-242.35 GD ~-~-~-~ I ' ' ) 6 / \ LOT BO 5' 5' .............. / ................... / Jc~i ........___ ~-r;. ,,.--/ ~\'1~ / 4>/ _____ _..,,.,. 'CD PLAN 2AR PAD=240.80 15..19 5' '----FF-241. 55·~---I cm s -'JHcl';O.r5--t""; I ,.. 18.06' 4 Ti 39.4 FL C§£:;i PLAN 3BXR 7.5' PAD=240.30 5' FF-242.05 ill) 0, 35.05' // 21.68' 39.16' SEE SHEET§ (PHASE©LOT 6-12 & 61-65) 5' J.5' i -:\'. " \I I ,.tt \: ' . ' • . . .. Lr, -32.04'!$ fi9p8 5' 3.5' I 11 1-,,-.,----_J PLAN 2CR ..___,....,..../_ PAD=239.70 FF=240.45 @) ' '} .4 I I I . ···-··' .0 CID PLAN JAR ii! PAD=239.20 R. FF=239.95 7.5' @) 5• l!.c==== L07 57 LDT 6 ~ ffi ::r:: OPE'N SPACE ti) LDT 95 ~ ~ ti) LOT 5!3 SEJtER srsmt NOTES PLUMBING FIXTURE RIM £/..£VIITIONS ~TARE ABOVE 71-/E UPSTREAM PIJBUC SEWER RIM ELEVATION, SHltLL BE ON THE SPUT SYSIDI SIDE; Pl..11'/B/NG ~ RIM ELEVATIONS ~T ARE BflOW THE UPSTREAM PU8/JC SEWER RIM ELEVATION SH/ILL BE ON 71-/E BolCKWlll'Di' VAL VE SIDE. "AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+--+-----------+--+-----l>---+-----ll LJ ~~£~T';'-j ~C==l==TY===O~F===C=A=R====LS=B=A=D=='-'=I SH=ls==:;s I r::-1'1 ENGINEERING DEPARTIIIENT PRECISE GRADING & EROSION CONTROL PLANS FOR: CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED DWN BY: __ ~_ CHKD BY: 61£· RVWD BY: M HAMMANN, JR. 33069 EX PROJECT NO. CT 04-16/PUD 04-14A DRAWING NO. 427-7A Ri\0385\~Eng \Precise Groding \Q385PG-SHT -08.dwg[ 0J □c t-17-20061141! D W.O NO 2394-22 BIN : ) ,....., ,....., ffi :r:: c.r.i ~ c.r.i PlA>NNC INCNRINC Sl.f.""1WC l3 ~ HUNSAKER & ASSOCIATES SAN DIEGO, 11'1C 10119 Huemeken!. Street Sin Diego,. Ca 912121 l'H(IIM)5,..._,.. -FX(IS8)550-UU ,-~ 240.59 RIM / ~~ ,~"-"'~--,,----------_ -_-_-_----=----;-:"·-------~~21'l.9:1lli_ ,. __ --__ ___ ---_---,----""":'.-->\ I I ~J:·, td~) «ii'' "") r<) S',ii"i I-~ ;c', ~-i' . "'" Ii~ I "',.J I ~ " " " " 17. 1' I ~ ~ ~ 21.rl \ 1'6.7' I 2 □ 102. IJ' " " Q @~~~@" -[i <=~"' lv-i :s~ ~ "<; Q ::g: lt C,:: Q I ... ..; ... 97.71' / \ □ 2J SCALE 1'=2 □' / 40 \ ... ' ~----~:-_ \ . l , t ', ' ' \ '._ \ \ ' Lor 4e 60 \ \ . ------ \ ,: ,~--\/t • ~\ \ \ ---t··--- -1 \ \ Lor e1 101.86 ( 60 p;jfN <'BR ,_ __ FF -.?so. 90 -<'sr.6s Lot 52 82 ---._J SEE SHEEi@ 8.8" r-lr-J I (PHASE 5? LOT 45-48 & 56-60) PHRSE 3 1 £()15 56·5, '--~·fO'----""....A---,,.___.~ SEE SHEE(9 LOT 83 I 0--,-, ,::; A ...., J U°'":i' l "t, LDT 56 u---____...--" L I ''· ~·"J_ __ ,;:!2-~!la~' ---_,-1--' . :,i' --. • --', ~ - ~ i/J 1,':i· / ' \'\'', "'''_ ---. ', v-. \ \ J \ SEJtER stSltlf'. NOTFS PLUIIBING FIXTUR£ RMI E1.£V.4.710NS 1H'.r ARE A801£ THE: U~ PUBLIC 5EltER RMI ElEVA110N, SHALL BE ON THE SPLIT SYSTEM SIDE; PL/MB/NG FIXTURE R/1.1 ELEVATIONS THAT ARE BflOW THE: ~ PUBUC SEWER RIM El.£VATION SHALL BC ON THE BIICKWATER VAL 1£ SIDE. "AS BUILT" DATE RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR D"TE 1----+-+------------+--e----+----+----1 '---I l!)~H7~ET~I =c=1r=v==o=F =c=A=R=L=SB=A=o===-=·==5::::::;I ~ ENGINEERING DEP ... RTMENT ,,..,.,.,. I PRECISE GRADING & EROSION CONTROL PLANS LA COSTA GREENS NEIGHBORHOOD 1.06 ENGINEER or WORK .._---,--+----------------1----+---11---+--~ll~PROV[D CfiNRAD~o/ HAMMANN, JR 11/4/~ --~~~l!!!!"~~~~~~~~~~~~-f~~~~[gRi?i:~~'!!_~~~~~~!!!~~~~~~=;;=~;~~~~/~~ /q !CITY ENGINEER RCE 33069 EXD , , .,,, ~ (-' /J .J ~ / 5·08·(), lfLH '" /fEY/§E ~N/161116111111 6/IT. NV/IIMIIN6 r;Jiln '1 ,,r ~~ /, V/ I)~ DWH BY:~~~ PROJECT NO. -'I OATE IHITl.t.L OAT[ INITIAL OAT[ IIHm.t.L D BY 6~ IIAYM L. MARTIN DATE REVISION DESCRIPTION CHK : CT04-16/PUD04-14A R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WO~ OTHER APPflOVA, CITY APPROVAL RVWD BY: ~~ 1 DATE DRAWING HO. 427-7A R:\0385\&.Eng\Prp: se GrQoling\0-385PG-SHT-09.dwg( 01□ct-17-~00611411l W.O NO 2394-22 BIN: J 070507 -..,;, SEE SHEET§ LDT 48 t \ OPEiV SPACE Lor Bti • '( i I ~ it; "' • 8,9' S' I '-- <a..,_,, ~ 0 ~ ~ 60 HUNSAKER & ASSOCIATES SAN □IECO,, INC. PVillroltrfNG 10179 ~ Street ENCHEI~ San Di!p,. GI 92121 SUltVE'IINC PH(l58)5""'500 · FX{851)5so. 1<14 ~ --~1--1 , SCALE 1'=20' ---~ SEE SHEE'(~ . -.::.::·-. ~--~-.. ·--I ' ·-. ------~--------. I .._ $ " . I C&) PfA;v 3A PAo""25o 7' 8.8 FF 257. 0 -45 .,__5• 0/JGI) S' 8.7' 00 cc'<I/J -~ / : - /;1 -... J.J.61' ~ 5' dP pi.AN 3XC O AD -z5a.2 P -95 rr,,,z5B- @ I / I ,f OPEN SPACE . LDT B6 \ \ \ I \ \ I \ \ / \ ,,,_/----.. I \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ .;j \ i'>· \ OPEJV SJYACE LDT DB \ \ \ \,~SfllEi'--SYSIDI--NO-TFS---------, PLUMBING FIXTVRE RIM E:LEVA TIONS THIIT M£ ABO\IE' THE I.JPS7RCAM PU8UC SEllE7i' RIM El.£WtTION, SH,Ali \ ~ BE ON THE: SPUT S'IS'IE'M 5/DC; PLUIIIBING FIXTURE: RIM E:1.£1/ATIONS THIIT ARf: IE.OW 7H£ I.JPS7ffQM PUBLIC SfltE'R RIM E:I.LVATION SHALL 8£ ON THE: Bo1CIOll'.7El? VALVE: SIDE "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD CTIJ ENGINEERING DEPARTl,IENT 5 1----1-----J.---------------------lr---r-----t---1 -1 PRECISE GRADING &: EROSION CONTROL PLANS [OR: ENGINEER OF WORK ~ .,1z',4l4-t /o/2~, Rho't. MARTIN ~ DATE R.C.E. HO. 48157D EXP. 6/3D/08 ENGINEER OF WOR 11.EYISf nH, PLMI& ff" /tEY$E hf/IS/Nd /IND . 'Nd DA TE INITIAL REVISION DESCRIPTION OTHER APl'ROYAL CITY APPROVAL LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED C~ ,ii. HAMMANN, JR. mr--ENGINEER RCE73~g?' E~P 06/30/DB OWN BY, ----:;..- C HKD BY, IIYWD BY, PROJECT NO. CT 04-16/PUD 04--14A DR,.WING NO. 427-7A R,\0385\~Eng\Precise Groding\0385PG-SHT-1J.ciw£: Ol□ct -17-2006,14,12 W.O NO 2394-22 BIN : ) ) 050608 070507 #.65' \ I r 1£) -5' PLAN 4BR I 19.4' r' ~ ~ LOT BB t;n 4. PAD=247.00 4 FF-247.75 85 i:i l!1ll Iii 20· 4.5' -~ m ~ t;n 4. TG I I 1~ ...... ,-,, I _I 20 0 20 40 60 SCALE 1 '= 20' HUNSAKER & ASSOCIATES SAt. DIEGO. INC PI..ANl'ING 10119 Huemekenl Street -5'n°"IO,C.921'1 SUl:'VEYINC PH(aSB)SSIH.500 · FX(l!il)SS&-1-41-4 5' OPEJV SPACE LOT BB CffD ; I I-'~ _,,. 61. PLAN 3BR PAD=261.70 FF-262.45 cm I l!1ll ~------' m '-I 4 I \1 I I 14.8' I • CID PLAN 4AR PAD=266.60 FF-267.35 CID l!1ll IEil· TG • l . ~ I I ~ I ,.; ., 4.5' -I ------··· -\ -l SEE SHEET~) (PHASE~OT 82-87) ,._a<tss,~ ~Q L. ~ ~ \ .,~ ---" z e. HO. 411670 191 "; EXP. 6/30/08 : ~ -,.,,.,,1 ,"'t'. !I: o,, c,.c1tdl.!; 6.9' 5· . CffE> PLAN 3CR PAD=269.50 FF-270.25 @) --17.5' B.6'HfH 4.5' 5• 7 m~---'---" ·-.. C%D PLAN 4BR PAD=271.30 FF-272.05 \ 5• cm ~1~ m ·./"-~ ~I ENGINEER OF WORK ~ . .fPa+L :. '-~, .. II.I.I'\ ~ .UV .. IE "'-9". ft.W .. ~ 11, 17 /tJ,kY/41• 5·08·0l ltlH ~Er/SE PHRIIINtf AWO SHT. Nlll'IN/f/Nli ' DATE DATE INITIAL R OND L MARTIN REVISION DESCRIPTION R.C.E. ND. 48170 EXP. 1/30/08 [NCIN[ER or WORI DATE I OPEN SPACE LDT 07 ~1ii~ ~"I DATE Jl"INITIAL INITIAi. OTHER APPROVAL CITY APPROVAL ~ SEWER SYSfEJI NOTES Pt.UltlBING F1XTURt RIM E1.£VATIONS THAT AR£ ABOllf' THc UPSTRE:AM PUBUC SE ll£R RIM EI.EVA110N, ~ 8£ ON THc SPLIT S't'Sm,,/ SIOc; PLINBIHG FIXTURc RIM E1.£VATIONS THAT AR£ BfLOW THE: UPSTRE:AM PUBUC S£WE1,' RIM EI.EVAnoN ~ 8£ ON THc &ICKWA TcR VAL 1£ SIOC. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD LITJ ENGINEERING DEP"-RTMENT 5 PR£CIS£ GRADING de £ROS/ON CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED co~~AMMANN. JR. a,/ ,t.d, I - tlTY ENGINEER RCE 33069 EXP 1 , DATE -DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 7 CT 04-16/PUD 04-14A 427-7A RYWD BY: R,\0385\&Eng\Precise Graciing\0385PG-SHT-05.ciwg[ Ol □ct-17-20 □6,14,C4 W.O NO 2394-22 BIN : I I 05060& -----------------; ,,,s~b 070507 --- HUNSAKER & ASSOCIATES SAN DlfCO, INC JII.ANNf,IG 10179 Hulmebns Street ENCINEEllNC S.. Diato, Ca 9Ztl1 SU1lVE'IN. rH(858)55M500 · FX('51)551-,.,_. i ti'.] LOT 76 ffi ti'.] 20 40 SCALE 1'=20' .., ... IXX1 \ 60 9.6% • 4 7i 45.4 FL .•... /'\ i \ I \ -~--~'--~_:, __ _ , 5' b - J .. ,g, J \ 7J.O(}' -· ·-· I \ --· CzD PLAN .JA PAD=25.3.20 FF=25.3.95 lllll m(M) , , SEE SHEET€} CJD ~.., 8.J' PLAN 48 5' PAD=260.20 FF-260.95 m@) ' L 4 / 16.2' (PHAS~OT 76-81) I Ir 6.9' C§Ej 1----' PLAN 2A Cl£> 5' PAD=268.60 PLAN JC PAD=265.80 FF=266.55 10.6'1--'1!--FF-269 . .35 : (ill mQD __.l'.;~[.-j,l:' \ • ,._0nss,~ .,<> L.~< 1 't, !!~ ; 'i e NO. 411670 ~ ~ EXP. 6/30/08 ;" ~ ~ ~ ... -<J-e Or c••''~ ~ ~GINEER or WORK 1/1.'I-~~ 5·0tl·Ol ~~/ltd DATE R ONO L. MARTIN DATE "'-"' lfLH INITIAL R.C.E. NO. 481170 EXP. 11/3D/08 ENGINEER Of" WORI H 5' J.5' CID PLAN 4CR PAD=270. 70 FF-270.85 m (ID i i l i i ! 9.1' I I i ... ,...; I g 1 . l .. i, " .,.. l ' 5' /·'0 1 \. \ J ;....-1 I i ,-"'~~ l \\ \_.\ OPEJV SPACE LOT 91 If-~ fl.Ooa. ~ o,J L.eT .,. /fEYl$E l'H,r$/Ntl AN, SHT. KI/HN/rlK" flW ~ DATE INITIAL DATE '1NITIAL REVISION DESCRIPTION OTH~ APPROVAL CITY APPROVAL ~ $EWER srszt4' NOTES PLU/118/NC FIXTURE R/1,1 ELEVATIONS THAT AR£ ABVI£ TH£ UPS11?£AN PUBUC S£W£R RI/II £L£VATION, SHALL B£ ON TH£ SPLIT SYSTE:A,t SIDE; PLIMBING FIXTURE RIM fiE\IATIONS THAT M£ IELOW TH£ UPS11?£AN PUBUC S£W£R RI/II ELEVATION SHALL 8£ ON TH£ ~CKWA= VAL 1£ S/0£. "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ITu CITY OF CARLSBAD ENGINEERING DEPARTMENT 5 PRfC/S£ GRADING & £ROS/ON CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED CO~A~ C ... )'IAMMANN, JR. -, /I /1/0, CITY ENGINEER RCE 33069 Exe:::al,' i/ ,- DATE OWN BY, CHKDB~:~ PROJECT NO. DRAWING HO. CT 04-16/PUD 04-14A 427-7A IIVWD BY, R,\0385\~Eng\Precise 3roding\0385PG-SHT 06.ciwg[ Dl□ct-17-2006,14,06 W.O NO 2394-22 BIN : ) ~7~5~1 /// -~\:i 1'~ I I I J RiE PROTE:CTION ZONC SEE NOTE: ON 5HCIT 2 ""<;;::---- OPEN SPACE Lor sa // // // // // // / // // ( I I \ ', ~\ ~~'; \ / )//:)/ ' 1 .o5 5' 8.5' t::I \ ~ 5' 45.4 .... , ............ , ,....._ OPEN SPACE _.._.._...,,. "-----------Lor BB ______________ , _______ ,,._,,,__,,. CJD 5' PLAN 4AR 3.5' PAD=245.50 FF-246.25 AJ H ------------ . ~ 244.2 ~ ~ 4. L PLAN 2BR 5 ' 7.5' 5' PAD=244.90 ~-~ FF =245. 6,.:,,.-~---l ~f\ b:iii: ,,~ :I _____,:: @) 44.7 TG 4 15 - PLAN 2C PAD=244.30 4.5' FF-245.05 (ill ..-----' 6' CID PLAN 3A PAD=243.80 FF=244.55 GD 6.5' 43.4 H 5' cw 7.5' PLAN 48 s· PAD=243.20 s· FF=243.95 3.5' CID ,9 H ! . ,_ --; --_:-_ ....... _. .• - l --(>', ~ ~i-·_ (s, 29.96 7µ,,.,~=,=~J•,+-~ ..:= "'f¼--¥26~.8~9,:_' ~.!..,t--..,jt-*]?._;;2-l·t;;-t~l-k--"'T-+-'~~~{fi6~~:~-~~1 .so~· +-~➔2:!;,!1~_..:.,J::l,-,,.,..... I , . '::':::-.<ii' .,,. "' 7"-:--::::"i'L~ft~':4~===~"~'=:::1.J"'d-~d:::.~.1_12~----r __ ,.._~-h. ~~ , , ~ : ~" ~•:.a~i 1.0 0 ' I ----~--... _________ i_ ' ----- ;;-~---·· I ' ----I__ '\_ j : /r~-~,====== _,,:('_,} -- SEE SHEET8 LOT 27 Lor 12 ~---LU!r--. L_ " " " " / "'/ , , I I ~t/[~--------- ....2.11 \ 1 ~-, II ...........__. ~: ;! I ;st ./8 ! , 1· c.. I ~ / // " .. \ I ---· --~ ~-~ 4 0 I I LD1 28 I ffi Cf) ~,-,r""\,,,-., ,......, (PHASE 52 LOT 13-fl) PHRSE 6 1 LOTS /8-26 SOtER s:rsznt NOTES PLUlt/8/NC FlXTUR£ RIM ELEVATIONS THAT .ME ABOVE" THc IH'STRfAM PUILIC SE1tEi'i' RIM fl.EW,~ SH/tll BE ON 1HE: SPLIT S\'SJEW SIDE; PLUltlBING ~ RIM £1.EVATIONS THAT MC BCLOW 1HE: IH'STRfAM PUBI.JC SEWcR RMI c!IVATION SHALL BE ON 1HE: BolCKWA 7E:R VAL VE" 510£ -~ ,~. ~ --~ I \ -----------~--- .~ ' Ge .:.__ .J -1-.. _i.,_ ' -' ---~I ~ i ---... • __ 2~, .6 , • r#c-:t=~-jj~2-·=· ::.:!f:~,r~~~;-_ ---=z-( 8 ~~-.:::J 20 40 60 "AS BUILT" \ HUNSAKER .. <o c; "' -- & ASSOCIATES SAN DIECO. lltC flAN~ 10179 Huemebns 5trftt El'CHEU,IC 5.11n DielO, Cl 92111 SUl>;M;C -SSl-4-'00· FX(B5""50-1-<14 ------- 47.4 ---., 7 -~; ; 1--+-1 , J I l:_ 15.2 I,· . I t;, - ---------- DPEf/ SPACE LDT f:J3 -- 7J.115• ---------------------...... ' I LOT 30 ENGINEER or WORK D L. MARTIN NO. 48670 EXP. 6/30/08 SCALE 1'=20' EXP. OJl,TE REVIEWED BY: INSPECTOR DJl,TE [ 5tt1 I CITY OF CARLSBAD ~ ~=====t====+===============================j=====j=====t====t===3 ENGINEERING DEPARTMENT ~ PRECISE GRADING &: £ROS/ON CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 lrEf'ISE 'NIISINII DATE ENGINEER Of WC REVISION DESCRIPTION Jl,PPROVED C MMANN, JR. ;t/s/o, 1 'DATE DATE OWN BY: PROJECT NO. INITIAL DATE INITIAL CHKD BY: 6# DRJl,WING HO. CT 04-16/PUD 04-14A OTHER APPIIOVAL CITY APf'ROV-'L R'IWD BY: 427-7A R•\036 5\~Eng \Precise Grodin ;;\D385PG-SHT-l ldw;i[ D J□ct-23-2006•15•37 W.O NO 2J94-22 BIN : } 070507 0 I-' ~ ,... c:') o,. -..., ,... ..., (n I i! \,/ALL CAP PER LS ARCHITECTS PLAN 'A' #4 HORZ. CONT. @ 24' □IC • 2 ii ==I DESIGN CRITERIA• ALLO\,/ABLE SOIL BEARING = 2000 PSF PER SOILS REPORT. ALLO\,/ABLE LATERAL PASSIVE = 300 PCF. EQUILIVALENT FLUID PRESSURE FOR 2 TD 1 BACKFILL = 45 PSF PER SOILS REPORT . I I I """"-++'-I I ' 8816 CMU SOLID GROUTED \,// ND SPCL. INSPECT!□N REQD. 'E' VERT @ EDGE OF 8' CMU -FULL HEIGHT 'D' DO\,/EL @ EDGE OF 8' CMU. NOTE, ND SHEAR KEY BET\,/EEN THE CONC. FOOTING AND THE CMU STEM IS REQUIRED. o·,,,:,' 4' DIA. SDR 35 PERF PIPE \,// 1 CF. • '• • 3/4' GRAVEL \,/RAPPED \,// MIRAFI ~c---------140N FILTER FABRIC -SLOPE TD 6 11 I .\_./•.' •. DRAIN. \,/ATERPROOF BACKSIDE OF -''----'-----+-+~-r-'--'-'-----1.,_"_•_• .,__?_· -• ---, \,/ ALL \,/ ITH TR EMC□ \,/AT CH DOG DR 12 11 t t 'C' 6" - • • • • EQUAL. '-f-------T' BAR ,-=~,;;;:::j-_ #4 HORZ. CONT. @ 12' 0/C TOP AND BOTTOM AS SHO\,/N ----+ 12 " 'A' 'B' 'C' 1'-9" N/A 2'-0' 2'-8' 2'-0" N/A ----I BI ____ ., 3'-4' 2'-3" 4' 4'-0' 2'-9' 4' 'D' DO'wEL 'E' VERT #4~32' 0/~33' NIA 9• #4@321 O/Cj411 #4@32" 0/C 9' #4@32' Ol"_J33' #4@24' 0/C 9' #4@24" 0/~33" #4~24" 0/C 9' ,,------------------------ 'F' BAR NIA #4@321 D/C 18' ,,,- #4@321 0/C cl' ,.,- #4@24' 0/C 27' ,.,- NA WRAl SOIL OR COMPACTED FILL . 0 • Q • Q 0 ~-CONTROI..JOJNT 0 Q Q . Q Q 0 0 0 0 Q Q 0 Q 0 0 0 Q 0 • 0 _. Q 0 #4 HORZ. CONT. @ TOP AS REQUIRED - PROVIDE 24R MIN. LAP ANO MAINTAIN 3" V a.EAR FROM SOIL : Q • Q ~~-~2'-~~------------.~ • 0 .o . ~ 0 3' 1'-0' #4 HORZ. CONT. @BOTTOM-PROVIDE 24" MIN. lAP AND MAINTAIN 3" a.EAR FROM SOIL. FOOTING STEP DETAIL SEE SHEET 7 RETAINING WALL NOTES: MATERIALS: CONTRETE: fc ~ 2500 PSI@ 28 DAYS. REINFORCTNG STEEL: ASTM A-615 GRADE 60. CONCRETE MASONRY UNITS: ASTM C 90 MORTAR: USE OBP TYPES PER ASTM C 270 GROUT: USE 2000 PSI@ 28 DAYS PER ASTM C 476, CEMENT: PORTLAND CEMENT PER ASTM C-150 TYPE WV. GENERAL NOTES: L ALL MATERlALS, PRODUCTS, WORKMENSHIP, TESTING AND INSPECTION SHALL COMPLY WITH THE 2007 CBC. 2, ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROUND OR ON UNDISTURBED ENGINEERED FILL 3, WALL SHALL BE WD TRUE AND PLUMB, AND ALL CELLS SHALL BE GROUTED SOUD. 4, ALL SPUCES SHALL BE 48 BAR DIAMETERS. 5, ALL VERTIC4L AND HORIZONTAL BARS SHALL BE TIED TVGE7HER. 6, DO NOT USE HEAVY COMPACTION EQUIPMENT ADJACENT TO TT-IE WALL TT-IE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO TT-IE WALL RESULTING FROM INAPPROPRlA TE COMPACTION TECNIQUES AND EQUIPMENTS, 7. TT-IE RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL AT LEAST 14 DAYS -UNLESS PROPER SHORlNG 15 PROVIDED. 8, WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVALS, GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER TT-IE CONCRETE MASONRY UNITS ARE PLACED . 9, PROVIDE CONTROL JOINTS AT 40' 0/C MAX. 10. BUILDING DEPARTMENT INSPECTION SHALL BE OF TT-IE FOLLOWING STEPS: 1st. FOUNDATION TRENCH WITH SEQJRED REINFORCTNG STEEL 2nd. BLOCK WALL WITH REINFORCTNG STEEL BEFORE GROUT. 3rd. MID-HEIGHT GROU11NG FOR WALLS OVER 4' HIGH. 4th. GROUTED WALL AND DRAINAGE SYSTEM. 5th, BACKFILL AND FINAL 11, OMITHEADJOINTSATFIRSTCOURSE AT EVERY 32" 0/C WITH l CU, FT. OF 3/, • GRAVEL FOR WEEPHOLE WHEN THE WALL IS LESS 11IAfl 3' HIGH. 12, PROVIDE 4"@ SOR 35 PERFORATED PIPE WITH PERFORATIONS DOWN AT l % MIN, SLOPE WITH l CF. OF3/4"GRAVEL WRAPPED WITH MIRAFI 140N FILTER FABRlC OR EQUAL BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNECTION AND NON- PERFORA TED 2" e OUnET PIPE AT EVERY 10' 0/C TT-I ROUGH TT-IE WALL AT 2 % SLOPE ABOVE TT-IE FINISHED SURFACE. 4--_2t_~iA_a5---.---------,-----Af_I_C_A ___ R_O_A_D_--,--__________ "T-" _____ ----.----- rl rl HUNSAKER & ASSOCIATES SAN DIECO. INC PLANNING 10'!79 Huemekero Street ENQNEERINC San DieiO. Ca 92121 SURVEYING PH(B58)55S.4S00• FX(B56)558·1-414 20 11 ,, I I I I I I I I !;!ll I ">I I °'10.5' I I I I I I I I p, I I I I I I I I ' 5' / / 4704' // // // -- 42,6 HP 46.3 TW I . TW 242,3 TF 242,J TF RETAINING WALL PER DETAILS ABOVE LOT 25 0 20 40 SCALE 1'= 20' 241, 1 39. -:---:-::-v. "-)YiY ~ 245, I TW 241. I TF __ J?,6?_' pftf ~tf ftfs ~AJbvE 5' LDT 25 SEE SI-IEET 11 60 1\ ' 2.0% 1.8% ... a:, "' «) -~~ --;:"'-----{QI.I) t.6~ C-4 I") L::_ __ ¥) --- GFF=240, 39.8 TG 238. L 7.2' t:ID 239.8 238. 40.2 HP PLAN ICR PAD=240.40 FF=241.15 6.8' (ill il1El 239.8 -~ LDT 24 GFF=239.5 38.7 TG 37.5 FL 39,0 HP -- 60,05' ,6 L -t-------- s 238.8 TG. 7. L 39.2 HP 5.3' ~_., 7.5' av PLAN 4AR PAD=239.30 FF=240.05 4.5' TG <ID il1El Y,,w,,--#L L (PHASE 6, LOTS 27-29) (PHASE 7, LOTS 30-35) 37.9 H 7.4' ss.ui"-~., -? QI) ~--- -------.. ---l.0¥ " . ----t\ '------. -ao,o1 --------.,,,,..,,,... -__ .,,,. OPEN SPACE LDT 94 ---- G;et\o \}\-' -1:/0 s ? D-? i :/a B ? ~~-? 7,. <;fJ, ,.,,,.,.,,,... .,,,,.. ,,,...,,,... \ \ \ .,~ ,~-j ,,,...,,,... ,.,,,.,.,,,... ,,,...,.,,,.,. \ ,,,....,,,,... / 34,9 HP ,.,,..,.,,,.,. ,.,,,.,.,.,,.. OT 35 1/ // I I I I I DPEJV SPACE / LDT 94 I .,,,,...,,,,... ,,,...J .,,,. ,,,...,.,,.. _,,,...,,,,,,,. TEM NOTE PLUMBIN FIXTURE RIM ELEVATIONS THAT ARE ABOVE THE UPS REAM PUBLIC SEWER RIM ELEVATION, SHALL 8E ON E SPLIT SYSTEM SIDE; PLUMBING FIXTURE RIM EL V,',TIONS THAT ARE BELOW THE UPSTREAM PUBLIC .$:EWER RIM ELEVATION SHALL BE ON THE 8ACKWATfR VALVE SIDE ,,AS BUILT" RCE-+---EXP. DATE REVIEWE BY: INSPECT R DATE I si5rs I PRECISE GRADING & EROSION CONTROL PLANS FOR: A COSTA GREENS N IGHBORHOOD 1.06 N - I llJ llJ en LOT 35 HUNSAKER & ASSOCIATES ~~N DIECO, INC. Pl.ANNING "k117"1 ~ Slieet ENGl!lfillNG San IJiesu. C".a 91121 SURVEYING ni(Ml)Ss1 tSOO• FX(151)55S-'M1( -57.,J,J' 5' 5' 20 40 60 ---- SCALE 1'=20' SEE SHEEnrl H OD PLAN 3AR 7' PAD=232.80 FF-233.55 QI) ----- '-._,_,I ! 4- 5' -:,. ..---,.j" I I ~~' CID PLAN 2BR PAD=232.20 5' FF=232.95 FL@) 5' "' J9.96' flR£ l'ffll/EG/Ut lONE SEE" NOTr ON SHEU 2 (PHASE®wT 36-43) ,.,onss,~ ~ L. < .:,' .. ;;~ -~ -""z f. NO. 48670 ::: 0:, E~P. 6/51l/08 !' ~ -.• ~"t' .. , dt ~ or c,'L\~ ENGINEER or WORK ~ ,✓~,:J,a;t ' R.,;D L. MARTIN R.C.E. NO. 411870 EXP. B/30/08 10/2#, r-DATE OPr::tN SPADE LOT B4 121/0 ALM ~ AEl'l~E Pl.OTT/}/& L()r •a 5·171-0i lrLH ll\ lt£fJgE PH/WI/Nit DATE INITIAL ENGINEER or WORI REVISION DESCRIPTION DATE INITIAL OTHER APl'ROVAL LOT 44 -- ~vZ~-= ~., DATE UIHITIAL CITY APPROVAL rn:J 3 SEWfR $YSTDI NOTES PlUl,IB/NG RXTURlc RIM EJ.£VATIONS IHi\T ~ ABO.£ TH£ UPST!fEAM PU8LJC SEWEJ? RIM ElEVATION, SHlll..l BE ON TH£ SPLIT SYSTE:M S/OE; PUJMBIHG RXTURE RIM D..EVATIDNS IHi\T ~ BEi.OW THE UPST!fEAM PUBUC ~ RMI El£VATION SHALL BE ON 711£ 84CKWA1ER VAL.£ SIDE. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHEETS 1 15 ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED CON!i (};,,,l.1/.MMANN, JR. obiJ, -I - CITY ENGINEER RCE -,_,,iJi,,, EX• ' " !id ' DATE DWN BY, PROJECT NO. DRAWING NO. CHKO 8~~ CT 04-16/PUD 04-14A 427-7A RVWO BY: R,\0385\~En;i\Precise :rading\0385PG-SH--13.dwg[ OJ□ct-17-?0□6,J 4'16 W.O NO 2394-22 BIN : i SEE SHEET 4 & 15 )1 J !\ ··----_·_--· === === === ----==== ==----, .. PLACE : ' i ! I I ~ ,-;;; I'\ //.If, LDT 59 '. ofak1v 'sPl4c.c . ' ,,_ ~ Lb'T , Ja -NP CJD LDT 78 HUNSAKER & ASSOCIATES SAN DIEGO, INC. Pl.ANNING 101'9 1-umebns Sffl't ENONHIIHC San 1Jieto. Ca 92121 SUW.vrnNG Pt-1(151)551-4500, FX(8'il)ss&.1 fl4 PLAN 48 1-5.6' PAD=239.40 --f-FF-240. 15 I , : C® ~ : . I BT.II Ft:' l"- o T.. Q Tr. I--------- / ;.c. .. u.'!I /-LI _,, fl, ___________ , _________ ~/----~!__ __________________________________ , ___ _ I -------·--·-----------·---·--F1llf. fflO/EC 00/¥ ax€ Sff NOTE ON SHEU 2 -------------------------·~------------------------------------------------......__ ---------- ---~------ ,.. l. ----------------------·-------------·-----·--------------------------- 20 40 60 '"ofEss,~ yL,~< ~ 1, ~ .,, "ii ~ NO. 48670 ~ <1-EXP. 6/30/05 f:' • SCALE I'= 20' (BUILDOUT, LOT 70-75) ~ --,'f' .,~ ~ 0, CAL\~ --,'\'tN\ lfl\ REVISE f'U>TTl/1/t. l01'$ 70 ,7,,_ ENGIIIIS::ER OF WORK /:J./10 au"\ -It f.N°lSf '1'1,,,1 ... ft.All t# 1,.0T 7S 1···-~~t-· 1~ h,,/4,, 6·08-0, ltLH lt£rtSE ,-NIISINtt DATE INITIAL DATE INITIAL - DATE INITIAL DESCRIPTION CITY APPROVAL , DATE REVISION OTHER APPROVAi. R OND L. MARTIN ENGINEER OF WORI R. .E. NO. <48670 EXP. 6/30/08 R:\0385\8.Eng \P~ecise Gro.ding\0385PG rn:J 4 SfJ£R S)'STDf NOTFS PLU."'!Jt:='t£:!: =nr:: ~~. ~ J::E ON THE SPLJT Sl'S7nl SIDE; PLUIIBING FIXTIJRE RlltJ El£VA710NS THAT ~ BCLOW THE: IJPS111EN,( PUBI..JC SfMR RIM ELEVATION SHALL BE ON THE 1MCICWA7ER VALi£ SIDE. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CARLSBAD I S1E5TS I CITY OF ENGINEERING DEPARTMENT PRECISE GRADING &-EROS/CW CONTROL PLANS FOR. LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED CO?HJAD, r;./HAMMANN, JR. 11/9/0I,' [XO , '"'" / 1 DATE CITY ENGINEER RCE 33069 DRAWING NO. DWN BY: PROJECT NO. CHKD BY: r:-z CT 04-16/PUD 04-14A 427-7A RVWD BY, SHT-14.ciwi]f Ol □ct 17 20□6,)~,J W.O NO 2394 22 BIN : 1 050608 070507 ~ ; IZl ffi IZl HUNSAKER & ASSOCIATES S,'iN DIECO, INC Pl.ANNING 101i'!I Huernieni Stra".:t ENaNEH.INC Swl Dieto, Ct 97121 SUIVIYING -500-FX('58)55'"1414 L .. , 0! LOT BB 20 20 40 60 SCALE I'= 20' ( ~ /J '-?1S.O TG ~ 214.:, IE ...__7 ____ _ 1 '14.• T( 1..,-. CJD Ll4.4 IE : < PLAN 4BR PAD=215.50 FF=216.25 , (fff) 111.ll :ns .. ~ TG ,.,.,.,..di ,, -~4.5' I 1~ 0 Ir I ,_ I -□ I I I I LDT B1 OPEJV SPACE .LOT 98 LDT BO LOT BB MODELS SEE SHEET 4 SEE SHEET 14 (BUILDOUT, LOT 88 & 92) ENGINEE.R or WORK ~rr./oY~a-t,, · R ONO L, MARTIN R.C.E. NO. 48670 EXP. 6/30/08 \ I • o JO. S __H,f = = = = "'li z~37EL " ~---17.5' - ,,0_4 WV-@:> L.Ja.4 IEJ, PLAN JAR I 19' PAD=240. 00 I FF=240.75 ill) lllll m LOT 87 SfWER~NQTfS PLIJl,llJING f1XTUR£ RH,/ ELEVATIONS TH,l,T AR£ ABO\£ THE UPSTREAM PIJBI..JC ~ RH,/ ELEVATION, SHltl..L BE ON THE SPLff SYS7DI SIDE; PLWBtNG F1XTIJR£ RIii ELEVATIONS TH,l,T AR£ BELOW TH£ UPST11E:A/II PUBLJC ~ RIii EILVATION SHALL BE ON THC ~CKWAmi' VAL I£ SIDE. "AS BUILT" DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE 1-------+-+--------------+--+---------11-----1----1 ~ CITY OF CARLSBAD ~ ~~:==::::;:;'.-'.:::::=::===EN=G::::IN=E=E::::Rl:;:NG::::::::D::E=PA:::,R::Tt.l::E::N::::T==:::'....'.:~==~ PRECISE GRADING & EROSION CONTROL PLANS FOR: ~-08·0, lfL/'1 lfEll6E l'N/181114 DATE INITIAL ENGtNEER OF WOA REVISION DESCRIPTION LA COSTA GREENS NEIGHBORHOOD 1.06 APPROVED CONRfj_ C. J H!)MJANN. JR. I 11-cM 1,1,1,, I I I il:ITY ENGINEER RCE 33069 EXe.Jlh, u ~-; _'D_AT_E __ DWN IIY: -~~-1 PROJECT NO. DRAWING NO. f--D°'-A:.;_;TE=--J...:CIN"'-IT::.:IAL=-+_D:::.A:cTE=-...LC·IN"'-IT'-"IA.=L4 CHKD BY: l;,1 CT 04-16/PUD 04-14A 427 7A OTHER APPROVAl CITY APPROVAL RYWD 8Y: - ' R,\)385\&Eng\Pre, ;~e Grod;ng\0385PG-SHT-15.dwg[ Ol □ct-17-2006,t4,18 W.O NO 2394-22 BIN : 050608