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Home My WebLink AboutDWG 427-2A; CDP 04-16; REDEEMER BY THE SEA LUTHERAN CHURCH - LA SUVERA; 01-03GRADING NOTES (IN ADDITION 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 SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS 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 RELIEVE THE DEVELOPER OR ENGINEER-OF - WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE 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 PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A--" OR BITTER AND A..SIZE_s;;AI£WRY OF CLASS V OR BffiER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)S Of THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO 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 ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF 1HE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 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 REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-Of--WORK PRIOR TO FINA/. ACCEPTANCE OF THE WORK BY THE CITY. 1 1. ACCESS FDR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHAl L BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTl01'1._Jt§PECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. T/IE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760) 438-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION RillUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORI( DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL wnRK 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 ANO REGULATIONS. 1 7. THE CONTRACTOR SHALL CONFORM TO LABOR 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 PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 ') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PlAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFITT ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE COD£, THE PlAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATE:/.}', AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET 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 SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CID'. ENGINEER FOR APPROVAL TWO FJJJ.j.__ WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADIIYS,_OPERATlO/'L 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. HUNSAKER & ASSOCIATES SAND tCO, INL PLANNING 10179 Hucnnckcns StrPet ~NGll'\EERING San Diego, Ca 92"1ll SURVfYING PH(8S8))58·4500· FX(858)558-1•11~ 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE 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 Tl!E CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT 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 IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEOEO WITHIN TEN (10) DAYS OF THE TIME WHEN .fAQH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS' FOR THIS PROJECT, DRAWING NO. XXX-X, AND/OR AS DIRECTED BY THE CITY ENC/NEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/ 4" ROCK PER SORSO 5-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. 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 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 THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY 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 NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E 1-800-660-7343 PACIFIC BELL 1-800-892-0123 ADELPHIA CABLE COMMUNICATIONS (760) 438-7741 COX COMMUNICATIONS (76/J) 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (76D) 434-2980 CITY OF CARLSBAD(SEWER, WATER & REC/AIMED WATER) (76/J) 438-2722 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED ? THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS / 15. 16. 120.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR { 15. 16.120.9 & 1 OJ 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 THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE L ffiER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) 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 THE GRADING WAS DONE IN ACCORDANCE WITH THE 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 BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED LA SUVERA PREPARED BY GEOPACIFICA, DATED SEPT. 12, 2001, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NOS. 215-081-01 TO 12 . THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N ~ E ~ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97) AND FIELD SURVEY BY O'OAY CONSULTANTS IN APRIL, 2001. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. £)(/STING CONTOURS WITHIN GRADED AREAS REPRESENT MASS GRADING PER OWG. 397-2A. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. -403-5 CITY OF CARLSBAD DRAWING NO. -403-5A OWNERS / PERMITTEES CRAFTSMAN DEVELOPMENT 1195 LINDA VISTA ROAD SUITE G SAN MARCOS, CA 92069 (760) 510-6419 SHEET INDEX Sf/EIT l SHEET 2 SHEET 3 TITLE NOTES KEY MAP, NOTES & DETAILS PRECISE GRADING PLAN LOTS I -12 EARTHWORK QUANTITIES * CUT: FILL: EXPORT REMEDIAL 600 CY 0 CY 600 CY 0 CY * QUANTITIES SHOWN ARE FOR BONDING ONLY ANO ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES, AND ARE BASED ON 50 CY /LOT, AS SPECIFIED BY THE: CITY. PRECISE GRADING AND EROSION CONTROL PLANS FOR REDEEMER BY THE SEA LUTHERAN CHURCH (LA SUVERA) LOTS 1-12 CITY OF SAN MARCOS OWNER'S CERTIFICATE CITY OF ENCINITAS VICINITY MAP NOT TO srAI f I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND 57 0~ THI~~ ~Pt_~-----Df.,E--~~os-~ c .. ti,.f,~d~}' o. "51-iv.l( SOILS ENGINEER'S CERTIFICATE /, JAMES KNOWLTON, A REGISTERED CIVIL ENGINEER IN Tf/E STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON SEPT. 12, 2001. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS. REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS JAMES KNOWLTON R.C.E. JKJ. 55754 C.E.G. NO. 1045 EXP. DATE: 12/31 /'-+Oli, ,. ,. g/11/0 $ "DECLARATION OF RESPONSIBLE CHARGE" 5/5 1o5 DATE • 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 . !JG.<!•! · 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 RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HIINSAKfR & A SSOCIA TFS ADDRESS· 10179 Hl{[NNFKFNS AVF CITY, ST.: SML.DJFJ;fl,_~--------- TELEP~E:(858) 55R-45QQ BY: ~ IJ('/JwµJ:;. RAYMOND L. MARTIN P.£. NO.: RCE 48670 EXP/RATION DATE: ~6,;.t'.~3=Q.,_t'.~0~6 _______ _ BASIS OF BEARINGS DATE: _5~/_'f~/ o_, __ _ THE BASIS OF BEARINGS IS THE EASTERLY LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 22, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON RECORD OF SURVEY NO 13762 SAID LINE BEARS N0°37"32"W SAID BEARING AND BEARINGS SHOWN HERON ARE IN TEMS OF THE CAL I FOHN I A COORDINATE SYSTEM, NAO 85, ZONES. QUO TEO BEARINGS FROM REFERENCE MAPS OF DEEDS MAY OR MAY NOT BE IN TEMS OF SAID SYSTEM. LEGAL DESCRIPTION LOTS 1-12 OF CARLSBAD TRACT 00-22 ACCORDING TO THE MAP THEREOF NO 14625, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF SAN DI EGO ON JULY 9, 2003. c"' . Ai,. '..l...~ ,p,A ENGINEER OF WORK .... LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK ave BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PVI POINT OF INTERSECT/ON BC BEGIN CURVE EC END CURVE HP HIGH POINT LP LOW POINT TW TOP OF WALL aw BOTTOM OF WALL RP RADIUS POINT FL FLOW LINE FS FINISHED SURFACE ST STREET RT RIGHT N.T.S. NOT TO SCALE CTB CEMENT TREATED BASE LT LEFT MVC MODIFIED VERTICAL CURVE GF GARAGE FINISHED FLOOR FF FINISHED FLOOR OF DEEPENED FOOTING EOP EDGE OF PAVEMENT IE INVERT ELEVA T/ON FS FINISHED SURFACE TG TOP OF GRATE ,__ ___ _ WORK TO BE DONE THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY GEOPACIFICA SOILS AND TESTING, INC. DATED, SEPT. 12, 2001 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCT/ON OF WATER AND RECI_A/MED WATER SYSTEMS. 8. THE CITY OF CARLSBAD STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF SEWER SYSTEMS. 9. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBER 5772 DATED NOVEMBER 17TH, 2004. 70. SWPPP WDID NO. 9 37C326814 DATED DECEMBER 16, 2004 11. SWMP DATED DECEMBER 15, 2004 LEGEND DESCRIPTION DROPPED GARAGES •• BACKFLOW PREVENTOR REQUIRED •• (SEE NOTE 1 BELOW) PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION LOT LINE DEEPENED FOOTINGS •• WATER LATERAL ••• SEWER LATERAL ••• LOT NUMBER 3" PVC AREA DRAIN 6" NOS SPEE-D DRAIN (OR EQUAL) STREET LIGHT ••• STORM DRAIN ••• EASEMENT 3' CONCRETE WALK FOR REFERENCE ONLY GRADE BREAK CURB OUTLET PER SDRSD 0--27 GRAVEL BAGS FIBER ROLLS • CITY OF CARLSBAD STANDARDS •• CONSTRUCTED BY SEPARATE PERMIT ••• PER DWG NO 403-5 NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL. SYMBOL * IB.El P=340.7 FF=341.45 GFF=340.7 ~ ® ® (_1) -------- 181 x--_-.-- == "'="" 340, 7 FL 0 ·== QUANTITY 2 EA. 2,320 LF 45 EA. P __ 'LiUf_NNIINNGG. DEP4RTMENT APPROVAL "AS BUILT" ~{e.y OATE:S/!o/0-j (SIGNED) l)f_/_o,.., Ne.~ .4¥iUM+ PLANNING DIRECTOR i,~W:" Yu•""-DATE!/JJ li'.>/0 (SI tD) RECOMMENDED BY: t:'h~P,NT ~b,tiw:tr\ . RC[ ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE +-l--+---+-----1. SHrT 1 _c_1_T_Y--=-=O=F=C~A=RLSBAD I SH~TS I ENGINEERING DEPARTMENT --------- l'R[CISE GRADING & EROSION CONTROi PLANS FOR: REDEEMER BY THE SEA LUTHERAN CHURCH (LA SUVERA) LOTS 1-12 NO. 48670 EXP. 6/30/06 APPROVED LLOYD B. HUBBS iJ Y +----+---+---+----1 ~a~~ EXP 1213110.f/21/.,_,D~E :.,y' ~4 s/'I/ 0~ ~----+---+------------1-----+----I-===~=-=-=-=--=: --□-~N-BY-,-=:_-=:_-=:_-=:_-=-1 PROJECT NO. DRAWING NO. ~ DATE INITIAL _[)ATE INITIAL DATE INITIAL CHKD BY: GV~e__ CDP 04_16 42i-2A RA MARTIN DATE REVISION DESCRIPTION ~-----1---c-ir-Y -.~PP_R_o_vA_L_, _Rv_w_o BY: ~===-L-------~ ,~-----~ R.~.E. NO. 4B670_'E:_iX"P:_._,_,s.,,;,_.3,.o'_l_/~0'.'.'6'._ _____ L:,EN_G:..IN_E_rn_o_r _w_o_R1L ________________ _._o_r_HE_R_•_r_P_Ro_v_A_L ..1-------J--------------------------- R:\0006\&eng\"'ECISE\La S,JVe.rn\0006°GC' .cwg[ OjMcy-03-2005:17:C' W.O NO 2470 2 RIN · C =E _. (i) 0 - ENGINEER'S GENERAL NOTES 1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. 3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROX/MA TE. 4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES. 7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE AND RIGHT OF WAY. (SEE DETAIL) 8. ALL FILL TO BE APPROVED COMPACTED FILL. 9. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD. 10. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 11. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 ' TO THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BU/LO/NG FOOTING ANO SHALL NOT INTERSECT ANY PART OF AN EXCA VAT/ON FOR UTILITIES, DRAINAGE, ETC. 12. FRONT WALK PER LANDSC-APE PLANS. 13, ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A. 14, GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN. 15. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER ANO CONTRACTOR FOR RESOLUTION. 16. WALLS ANO FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 17, ALL PVC DRAIN LINES SHALL BE 4" SOLID WALL (UNLESS OTHERWISE NOTED), SCHEDULE 80, 1 % MIN SLOPE. 18. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-0 BASIN OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS D/2424-24" SQUARE CONCRETE GATCH BASIN WITH METAL GRATE OR EQUAL. 19. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1. 0 % SLOPE. 20. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS: FRONT YARDS = 20' FEET REAR Y.ARDS 20' FEET SIDE YARDS = 5' FEET 21. SEE SOILS REPORT DA TED SEPT. 12, 2001. 22. FOR ROUGH GRADING PLANS AND SPEC/flCATONS SEE CITY OF CARLSBAD OWG, NO. 403-5A 23. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST, PLANS & SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY TH£ ENGINEER OF WORK AT (858) 558-4500. 24. FOOTPRINTS AR£ BASED UPON ARCHITECTURAL PLANS DATED 12/14/04 25. DRIVEWAY PAVING MATERIAL TO 8£ 4 • P. C, C, MIN. 26. STREET ADDRESS SHALL 8£ LOCATED ON BU/LO/NG EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 27. S£W£R If_ CLEAN-OUTS AR£ P£R CITY OF CARLSBAD STANDARDS. 28. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL DISCHARGE THROUGH TH£ BACKWATER VAL V£. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS R£QU/R£D, CONTACT GLEN CARSON Ill 760-644-2533 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVE:NIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL R£STOR£ ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5, TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R£QUIR£D BY TH£ CITY £NG/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFOR£SE£N CIRCUMSTANCES WHICH MAY ARISE. 6. TH£ CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7, ALL EROSION CONTROL MEASURES PROVIDED P£R THE APPROVED GRADING PLAN SHALL BE INCORPDRA TED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOP£ AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN TH£ FIV£ (5) DAY RAIN PROBABILITY FORECAST EXC££DS FORTY PERCENT ( 40%}. SILT AND OTHER DEBRIS SHALL BE R£MUV£D AFTER EACH RAINFALL. 10. ALI. GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE GOV£RAG£ OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. DRIVEWAY ___J APPROACH 4' VERTICAL CURVE: ----4' VERTICAL CURVE: ----,r _ STRAIGHT GRADE FROM 8ACK OF -DRIVEWAY APPROACH TO GARAGE SLAB. NOTE: 1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER SIDE OF TH£ DRIVEWAY, SHALL BE 14%. SLOPES £XC£EDING 14% SHALL R£QUIR£ SPECIFIC APPROVAL BY THE CRAFTSMAN DEVELOPMENT PROJECT MANAGER. 2) WHEN TH£ MAXIMUM DRIVEWAY SLOPES £XCE£DS 10%, INCORPORATE VERTICAL CURVE TRANSITIONS AS SHOWN. THIS "ROLL" IN THE DRIVEWAY IS INTENDED TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE THE DRIVE MORE PLEASING VISUALLY. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 10% SLOPE NTS HUNSAKER & ASSOCIATES SAN DIEC◊. INC PIANNINC 10179 Huf'1111ekP11', SlrPPI ENGINEERING San Diego, Ca 92121 Sl/RVlYINC l'H(858)5.58-4500· fX(858)558-1414 8, C. D. E. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROS£EDING SHALL BE APPLIED TO: 1. ALL SLOPES Tl/AT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEM£NTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VIS/BL£ TO TH£ PUBLIC. c, HAVE ANY SPECIAL CONDITION /0£NTIFIEO BY THE CITY ENGINEER THAT W.ARRANTS IMMEDIATE TREATMENT. HYDROSEED£0 AREAS SHALL BE /RR/GA T£0 IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOP£5 THAT AR£ GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ IRRIGATED AS APPROVED BY TH£ CITY ENG/N££R, PRIOR TO HYDROSE£DING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/0£ /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING Tl/£ NUMBERS, TYPES AND COSTS OF TH£ fJ.EMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF TH£ HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLL OWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACR£ OF ROSE CLOVER b. 20 lbs, P£R ACRE OF ZORRO F£SCU£ c. J lbs. PER ACRE OF E SCHOOL GIA CALIFORNICA d. 4 lb6. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW} f. 1 /2 lb. P£R ACRE OF 0/MORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE TH£ AREA BEING HYDROS£EDEO IS NOT VIS/BL£ FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. fTEM a OF THIS SUBSECTION MUST BE !NOCULA TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEOING. ,: ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO TH£ HYDROS£ED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs P£R ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO TH£ SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WITH 15% SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE. AREAS TO 8£ HYDROSEED£D SHALL BE PREPARED PRIOR TO HYDROS££DING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT AR£ SUFF/C/£NTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/OE. A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROS£EDED AREAS SHALL 8£ MAINTAIN£0 TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSE£0/NG IS TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. HOUSE F.F. 6" MIN. FENCf- r-PROPERTY LINE ---LI' MIN. 4'(3' MN.) 4' 3' MIN. 7 *1' MIN. -c--, --1, .. 6. MIN. (j_ SWALE 4% MIN. - HOUSE • 2 FEET If" PAD DIFFERENTIAL IS GREATER THAN 1 FOOT ••MINIMUM SLOPE FOR SIDEYARO ANO STREET 4% CUR SIDE YARD DETAIL NIS PAO ,, I SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, VEGETATION, SWPE & ETC) TYPICAL CORNER LOT SIGHT DISTANCE SETBACK NTS u ------------------------ KEY MAP --1 ---------, SCAL £".· 1 "--0 200' 1 I 1-'ROJt.CI BOUNDAHY LOT LINES 3 LOT NOS. 131 SHFFT NO SUBDIVISION BOUNDARY -----------------.... . I I I I I I I I I I I I 5 4 3 2 6 7 11 8 9 10 ------------- /, ()() ,._,_, --- SCAL:. 1 "= 200' . SC-6-, 0-_L A . . . t EBM LS-7 ---.. , '!! ,n SC-6-_J ' . '• • '"<' ✓ ·i' k, , -~-.. ' , • < NOTES: 1. USC SS---2, AP,P,~QV[O 600 \ SS-J, SS-4, BY 1NSP[CTOR, ( 1% MIN. GRADF) I I (ROUGH SECTION A-A PL.AN SS-5, OR SS-7 AS I SEE NOTE" TRAP W/ ,<" PVC OUTLET, 2. SEOJM[NT OVf,~fl OW EDGE. OF S Mi'.'V SiLI:. 1 7,500 S.F. 1' HIGH X J' WIDE o"' . ,i,_,, ~ 1'., - NO. 48670 EXP. 6/30/06 ONTO SS-7 W/ ONF ROW OF SAND BAGS ALONG ,DtU.WAY. T01" OF TRAP 6" ABOVE OVERFLOW. c/ X 20'. t:.OW SHALL Ul:SlCN f-0.~ /JAUS OVER TYPICAL STABILIZED ROUGH PAO NTS ENGINEER OF WORK &(/or 1 12 1---- DATE INITIAL I I I I I I I I I I I I I I I 'i SLOP[ Q 2 5[[ CITY STD DWG GS-14 ,__,I &1 c,j I :0, I QI 2 I I 3 ◊ ◊ -----I,__, ◊ ,'; ✓ r'.:: c' "' I~ I Q - ~-{~-.f-. DATE REVISION 6/30/06 ENGINEER OF WOR, R.C.E. NO. 48670 EXP. 2" MIN 4" MAX PLACE FIBER ROI I S DU.RING ------ G1'AIJING OPERATIONS ~ C ~1 -0 ( '2 Q ~ A A t I -+----t1r-+~ 5' MIN PL 1% M!N. 2 :,. R 1 -8 ~1 ~ I I ~ ~ii "'-::, ~ - C C J NO MOUNi)iN(,' ,IN THlS AREA rrop or SI. orr:_ G.5' MIN ABOVE S '"'L. E & ."OT. TO EX,:,F-__ ·:-_o "/NI' CAO 'Lr") IVM -~ ~ '-/ ,>Ji /' / __ LV, -......... G,RAVFt RA(;S (TYP.) CURB TYPICAL LOT DRAINAGE DETAIL NTS I f/. F/8£R ROLL 8" MIN · It~ ---:-I 5' 7.5' M!N. L 4' SECT/ON A-A • P£R SOILS £NGIN£ERS REGOMMENDA TIONS .~XiST/Nl, Hf-R!.1 /() Hr.MAIN AND CON TRAC W4: S.I----IAi I MOfJIFY rFNCF HF,IGH/ ANO I CJ(,'/\.1/0N AS Ni:_Cf:.SSARY TO COMµl Y W,' i H CITY ,~FQU.'RF)AFNTS SURFACE --srcuuN B-B i--! IN rcu L IN f[[T o' ... :/ --------·---5' 20· 2.5' ---- 20' ~-40' 5' DVfR 40' 1()' SLQ.PC FWUNOING D[TAIL (DOES NOT APPL y ro smt SLOPES RET',NEE}.,' .RCS/CENT/AL. UN//S) 5' 7.5' MIN VAR1'ES 3' MIN at VARiES BLDG PAD [L[V. 2 ':n ,'; ----------~ ; --... ~ _I / ~ --,-__ __/ ELEY MUST BE [Q<JAL TO BLDG PAD [LEV OR I HIGHl:H ~ O[EPENED /OOT/NG WHEN R[Q'D SECTION C-C • PER SOILS ENGINEERS RECOMMENDATIONS "AS BUILT" 12" MIN' /WOOD STAKE 3/4" X 3/ 4" j - DESCRIPTION MAX 4' ···-· SPACING DATE RCE EXP, FIBER ROLL REVIEWED BY: N.T.S. --·- INSPECTOR DATE I SH~ET I ----~m CITY OF CARLSBAD SHEETS i ENGINEERING DEPARTM_E __ NT___ _ ___ 3 . --····----- PRFCIS[ GRADING & EROSION CONTROi. PLANS FO,'i: -REDEEMER BY THE SEA ' LUTHERAN CHURCH (LA SlJVERA) LOTS 1-12 -···- APPROVED LLOYD B. I IUBBS 11 f --~ ~£· Rrr-iffit EXP.12/3_2/iJSffJJ,.r!rE DWN BY: ~ROJECT NO. -----i DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GVP CDP 04-16 427-2A OTHER APPROVAL CITY APPROVAL RVWD BY: . . R:\0006\&eog\PRECISE\Lo Suve,c\0886PGO? .dwg[ 0]~ay-03-2005: 17:03 WO NO 2410--2 BIN : 0 :e G) .a:::i. I\) -....a. I I\) )> I I I L ..., <O "' 127.56' I I 70.00' ( 332,8 x---fs- Ck•. fi'23.50' I I \ 1.3 TG 3J0.9 IE HUNSAKER ---------- & AS SOCIA TES &f ....._ ___ JIL ___ __,·m;.•' _____ """w :~------- SAN DIEGO, 11'-'C PIANNINC 1017g H1.1e11nekem Slrf'f'1 EI\GINEERING San Diego, Ca 92121 SURVfYII\G PH(858)S58-~500· FX(858)558-141•1 102.45' I _____ Jl 7 r' ,U 59.49 -------------- fil ~Q ·<t;; _, .,, - NO. 48670 EXP. 6/30/06 51,99'' 3l_9.5 TG 328. f rt ~ ii 1i1 --A ' I t J32.4 TW $27,4-TF 321.2 TG /326.2 IE 6.2' I CD PAD=327.90 5.0 · FF-328.65 l2AI _32Z,.5c~1 HP ----r-,... 327.7 TG J:i5.BIE J27,2_ FL 4.0' ,--~CID II PA0=320,50 FF-321.25 /3CR) [lJ£) J}Jl,5 FL -NDrF: SEWER BACKFt ow .2 PREVFNTOR Rf:QU!fr£D x--319.Q_ FS 'II l;i ,I_ lili ''11 6.0' FR iffi!&--~ ENGINEER OF WORK 97.93' 327.7 , --FS---x ,327.1__ TG T26.4 IE 327.5 FS-·-* 32Z,4 __ ---FL <o . ,2, II 1 11 1 ' --- ---- ~ ·~~x~ s/t/4r DATE INITIAL RAWC,ND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WORI I I ;;;;, I I : i i I I ' / REVISION I ! ( ~ l -SUBUIV/5/0N BOUNDARY I I I ARE/I SUBJECT TO OV£:R,LOW DRAINAGE ('EH I INAL MAP NOTE: (R = FIRE RA TEO ) "'"' SUPPRESSION ZONE ------ ------- DATE INITIAL DESCRIPTION OTHER APPROVAL 20 DATE INITIAL CITY APPROVAL 0 I I I 20 SC:AI f--",.... 20' RCE _____ REVIEWED BY: INSPECTOR 40 6C "AS BUILT" DATE EXP. ---- ----- DATE ~ . CITYEN~~RINf !~~~~AD · 11 SH~ETS I ---·------·-- i i-'R£C'S£ GRADING & EROSION CONTROi Pl ANS 10R: REDEEMER BY THE SF.A LUTHERAN CI-IURCI-I (LA SlJVERA) LOTS l-12 APPROVED LLOYD B 1--/UBBS di ~ -&. < /?_ ~ ',/4 . .J','jt,,;, ___ thNtlN~ RCE ~ EXP.12L)7/0i/2 ~ DATE DWN BY,~ PROJECT NO. DRAWING NO. CHKD BY, hli.E'~ CDP 04-16 427-2A RVWD BY: ,,\0006\&enq\PRl CISf-\1 o Suvera\C006PG03.dwg[ O]Av-19 2005111146 W.O NO 2470 2 RIN c..>