Loading...
HomeMy WebLinkAboutDWG 403-5A; CT 00-22; REDEEMER-BY-THE-SEA LUTHERAN CHURCH OF CARLSBAD; 01-11GRADING NOTES (IN ADDITION TO TH£ R£QUIR£M£NTS OF CHAPTER 11.06 OF TH£ CARLSBAD MUNICIPAL COD£.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSlY APPROVED BY !HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON !HIS SET OF PLANS. 2. APPROVAL OF !HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF !HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CJTY STANDARDS OR 011-/ER ADDITIONAL DOCUMENTS LIS1ED HEREON AS !HEY MAY PERTAIN TO !HIS 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 CONSTRUCTION. ALL PLAN RE\1/SIONS SHALL BE PROMP7l Y SUBMITTED TO !HE CJ TY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM !HE CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN !HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/RCA TE OF INSURANCE MUST BE FILED NAMING THE CJTY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" ANO A SIZE CA JtGORY OF CLASS V AS ESTABLISHED ~)' 'Bf!iTS" KEY fll\TING GUIDE. . .. ~ 5. UNLESS EXEMP1ED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA 1E PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO RE\1/SIONS WILL BE MADE TO THESE PLANS WITHOUT THE Wl?ITTEN APPROVAL OF !HE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TI7lE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CJTY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY !HE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURI,£$, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CJTY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD 1ESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OU71JNEO 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 THf STATE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL RLL OR FUTUR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO !HE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACT/ON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PR[CONSTRIJCVON MEEVNG SHAii BF HFI D AT THE SITE PRIOR TO THE REGINNING Of WORK AND SHAI I RF A UfNDED RY Al I RFPRfSENTA V\ifS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPER\1/SION, 1EST/NG ANO ALL OTHER ASPEC1S OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (438-3891) 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 INSPECUON REQl/fSIS OTHffl THAN FOR PRFCONSTRUCDON MFEVNG !!!LL RF MADE RY CAI UNG THE ENGINITRING 24 HOUR INSPECTION RFDllfST I /NE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR. TO 2: 00 P.M. ON THE OA Y BEFORE THE INSPECT/ON 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 LA 7£R. 16. THE OWl'-IER 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, STA1E AND FEDERAL SAFETY AND HEALTH STANDARDS, LA'NS AND REGULATIONS. 17. 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 PR0\1/S/ONS 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. !HIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ Pl AN VARIES [ROM THE SHORING S'rSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY. ORDERS, 117lE !I CALIFORNJA ADMINISTRATIVE CODE, !HE PLAN SHALL BE PREPARED __ BY~ REGIS1ERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST Bf SUBMIT1ED 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. SUBIT APPL/CATION FOR BLASTING PERMIT v.E"LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTIQN, OPERA DONS WILL CEASE IMMEDIA7FL Y. AND . THE - PERMITTEE WILL NOTIFY !HE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED Wl?IT1EN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATJON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMl1ED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHM0\1/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON v.E"EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUN1ER.) 21. ALL OFF-SITE HAUL ROU1ES SHALL BE SUBMIT1ED BY THE CONTRACTOR TO. !HE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA rs PRIOR TO BEGINNING Of WORK. 22. IMPORT MA7£RIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR SHALL BE RESPONSIBLEfOR ANY DEBRIS. QR JJAMA_r;f, OCCURRING ALONG TH[ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRAD£D. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY N01ED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WA 1ER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROC SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CJTY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGA 1ED, STABILIZED, PLAN1ED AND/OR HYDROSEEDEO WITHIN 1EN (10) DA rs OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED 8 Y THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORA WING NO. 40J-5L , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA 1E THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. p: \ad□mon\02011gp1.dwg ?,OfE8SJ ~ No. 36190 JR Ellp. 6/30/04 ::i, JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PR0\1/DED OEP!H IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR J5 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 Tv.E"NTY FEET OF BU/WING DR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIEN7l Y AHEAD OF GRADING TO PERMIT THE RE\1/SION OF THE GRADING PLANS IF IT IS FOUND !HAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL N011FY AFFEC1ED UTILITY COMPANIES (SEE BELOW) AT L£AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SER\1/CE ALERT 1-800-422-4133 SDG&E (760) 438-6200 PACIFIC BELL (760) 489-3441 ADELPHIA CABLE\1/SION (760) 931-7000 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760) 602-2720 *CITY OF CARLSBAD(SEWER,WA1ER & RECLAIMED WA1ER) (760} 438-2722 * SAN DIEGUITO WATER DISTRICT (760) 633-2650 *LEUCADIA COUNTY WATER DISTRICT [760) 753-0155 * VALLECITOS WATER DISTRICT (760) 744-0460 *OLIVENHAIN WA1ER DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340x1374 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIR[MENTS: A. FOR CONffiOLLED GRADING-THE APPLICANT HIRES A C/\1/L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL AD\1/CE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CJTY ENGINEER \I/A THE PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING /S COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CJTY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CJTY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA 1EMENT 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 OU71JNED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT Wl!H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Wl!HIN ONE (1) YEAR AF1ER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. MARJnME DR 36. !HE SOILS REPORT Tl7lED "PRELIMINARY GE01ECHNICAL INVESTIGATION, PROPOSED CHURCH AND RESIDENTIAL DEVELOPMENT REDEEMER-BY-THE-SEA POINSETTIA LANE AND BLACK RAIL ROAD CARLSBAD, CALIFORNIA" PREPARED BY GfOPAC/FICA GEOTECHNICAL CONSULTANTS, DA TED NOVEMBER 20, 2000, AND THE UPDATED REPORT ENTI7lED "REVIEW OF GRADING PLAN, CHURCH AND RESIDENTIAL DEVELOPMENT, REDEEMER BY THE SEA, POINSETTIA LANE AND BLACK RAIL ROAD, CARLSBAD, CALIFORNIA", PREPARED BY GEOPACJFICA GEOTECHNICAL CONSULTANT DA1ED AUGUST 27, 2002, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STANT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SOWARDS & BROWN ENGINEERING, INC. ADDRESS: 2187 NE'M'.:AS1L£ AV£NU£ SUITE 103 CITY, STA TE: CARD/Ff-BY-THE S£A CAI/FORNJA 92007 !LEt'~~t°t"i-,.,t,..'"~lt" ~lRANDY R. BROWN DATE: R.C.E. NO.: ~3~6~19~0 ___________ _ REGISTRATION EXP/RATION DA TE: 6/30/04 SOILS ENGINEER'S CERTIFICATE I, JAMES F. KNO'M.. TON , A R[GISTER[D CIVIL [NG/NEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT£ WAS MAD£ BY ME OR UNDER MY DIRECTION ON NOVEMBER 20, 2000 TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, 'MTH MY RECOMMENDATIONS, HAS B££N SUBMITTED TO TH£ OFFICE OF TH£ CITY ENGINEER. SIGNED: DATE: LICENSE EXPIRATION DAT£: OWNER'S CERTIFICATE I (WE) 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 STABILITY OF m,s SITE. 12 13 NB6'56'5s'W4sa=-.3"'4.,..., ---J L---------SHEETS 5 & 10--------- KEY MAP SCA/.£ : 1• = 2()()' SHEET INDEX 1 TITLE 2 NOTES AND DETAILS 3 -5 GRADING PLAN 6 -7 PRIVATE DRIVEWAY PLAN & PROFILE 8 -11 EROSION CONTROL PLAN CITY OF OCEANSIDE 7s CITY OF VISTA CITY OF ENCINITAS VICINITY MAP N. T.S LEGAL DESCRIPTION BEING A PORTION OF THE NORTH HALF OF THE SOUTHWEST QUAR1ER OF THE SOUTHEAST QUAR1ER OF SECT/ON 22, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA 1ED BY AERIAL METHODS FROM INFORMATION GA!HERED ON NOVEMBER 3, 1999, BY SAN-LO AERIAL SURVEYS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 1/0NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA7£0 WITHIN ASSESSORS PARCEL NUMBER{S) 215-080-22 THE CALIFORNIA COORDINATE INDEX OF !HIS PROJECT IS: N 1978 E 6240 -~~~-----~- BENCH MARK DESCRIPTION: STA. R1800 246+65 EC smEET CENID?LINE MONUMENT STAMPED ·so. co. ENGR. DEPr. SURV /JON •• LOCATION: ON EL CAMINO REAL 1.83 /JILES N1Y FROM LA COSTA AVENUE RECORDED:~~~----------~~~~- ELEVATION: ~2=95=.J=J~5 _______ DATUM: IJ.S.L 1929 EARTHWORK QUANTITIES CUT: 28200 CY FILL: 28200 CY IMPORT: 0 CY EXPORT: __ 0 CY REMEDIAL: 1/J,900 CY WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROC FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIFICATIONS, REQUIREMENTS, RESOCUTIONS ANO ORDINANCES C/1ED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOl'l1NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIREC1ED BY THE CJTY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 5119, 5120, 5121, 5122, 5123, 5132 DA 1ED: JANUARY 2, 2002 5. THE STANDARD SPECJFICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY GEOPACIFICA GEOTHECNICAL CONSULTANTS DA1ED DA1ED NOVEMBER 20, 2000 AND UPDA 1ED AUGUST 27, 2002. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA 7£D JUNE 26, 2002 9. EN\1/RONMENTAL APPROVAL DOCUMENTS DATED -~D=E~<L~M~BE=R~1~B.~2~0~01 __ LEGEND ~D=E=S~C=RI=P~T=IO~N~-------~D~W~G~.N~O=·~---S~YM=B=O~L~_~Q=UANTIIT SUBDIVISION BOUNDARY NEW LOT LINE LOT NUMBER PAD ELEVATION CONTOUR PER ORA WING No. 379-6 SLOPE PER ORA 'rl!NG No. 379-6 CURB ,t GUTTER PER ORA 'MNG No. .379-6 SIDEWALK P£R DRA'IANG No. 379-6 PROPOSED CONTOUR PROPOSED ELEVA nON PROPOSED SLOPE RETAINING WALL CONCRETE HARDSCAPE 6' CONCRETE CURB ,t GUTID? 6' CONCRETE CURB CONCRETE SIDEWALK CONCRETE RIBBON GUTTER ASPHALT CONCRETE PA VEMEIIT PR/VA TE CURB INLET, TYPE '8' PR/VA TE CATCH BASIN, TYPE 'F' PR/VA TE 48'x48" CATCH BASIN PRIVATE 24'x24" CATCH BASIN PRIVATE 12"x12' CATCH BASIN PRIVATE STORN DRAIN CLEANOUT, TYPE 'B' PR/VA TE 18' RCP STORM DRAJN PIPE ~~ P£R SEPARATE PERMIT G-2, G-10 G-1, G-W G-7, G-9, G-10 SEC710N 'G: 51/EEET 2 PER PLAN CITY DS-1, D-2 *' D-7 BY 'BROOKS' BY 'BROOKS' BY 'BROOKS' S-J PR/VA TE PVC STORM DRAIN PIPE, (LESS THAN 12' DIA)SDR J5 PR/VA TE 12" PVC STORM DRAIN PIPE, SOR .35 PR/VA TE BROW DITCH, TYPE 'D' RIP-RAP GRASS-UNED TRAPEZOIDAL CHANNEL REMOVE ,t REPLACE CHAJN LINK FENCE ,t GA TE D-75,. 0-40,. PER PLAN LOT 5 PAD JJB.O - - --350-- - - -'7 - - --s:;r - __ L ___ _l __ ,-------7 L _______ _J --~IJ.1Qjf---- ~ J61 9~ y 2:1 y -•--•-•-•- ,. j r j j: I w ' w I IQ] ----~--------~---- =====fill!==== ====::{[]]==== ====~=== ~==== ------------------ ------------------ = = = = = -x-x-x-x- NOTE : ALL STANDARD PER SAN DIEGO REGIONAL STANDARDS (SDRSD) UNLESS NOTED OTHER'rl!SE •• AS MOD/RED BY THE CITY OF CARLSBAD STANDARDS. HAS BUILT" 2600 SF 810 LF 1840 LF 400 SF 54,700 SF 1 EA 2 EA J EA 2 EA 4 EA 5 EA 12 LF 628 LF 21J LF 747 LF J er 580 LF 75 LF PLANNING DEPARTMENT APPROVAL, Ma,~~.@, DATE:/() /z..c,/t,z.... MICHAEL I. HDLZIIILLER, PLINNING DIRECTOR y2«,~ · zl\lo1 RcE '3w110 EXP. t;,30-0,a DATE ~t I l /_ ,. DATE: ID l,!l I,._ lfi~ 1 " 1• RECOMIIENDED BY: ~ w6i>1HM,J (PRINT NAIIE) INSPECTOR ------+---+-----je----+---.1 I SH1EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 11 ~==='--====:::::::::::::==:::::::::::==:::::::::::===='-'===:::::::::: >----+----+-----------------+---+----+---+----< GRADING PLANS FOR: REDEEMER-BY-THE-SEA LUTHERAN CHURCH OF CARLSBAD JOB NO. 02-011 .. · .· ' I , '· -, .090503 p '. I ! SPECIAL NOTES: IMPROVEMENT NOTES · . No. DESCRIPTION (!) 6" CONCRfTE CURB PER G-1 ® 6° CONCRHf CURB d: GUrT[J1 P£R G-2 J TRANS/llON £NO (F CONCR£T£ CURB FROU 6" TO 1• HIGH IN LAST JO IF OF CURB ~ CONCR£T£ PAVEMENT 4• THICK {MIN) ON SIJBGRADE 111TH NO. 3 BARS O 18" 0/C EACH WAY AT MIO-SI.AB HEIGHT. JOINTS .I: FINISHED SURFACE P£R ARC/IIT£CT P/ANS. CROSS SECTION MAr VARY BAS£D ON SOit. ENGINEER 'R' VALUE T£STS. ~ ASPHALT CONCRET£ PAl,£M£NT 4• THICK (UINd: 01£R 6" f'1/fJClASS H BASE. CROSS SECTION MAY VARY BASED ON SOit. ENGINEER "R" -rALl/£ STS. SEE T NOT£ No. 1, SHfET 1. ® CONCRflf SlfPS ON GRADE P£R Jl-26. REFER TO ARC/IIT£CT PLANS FOR ADDITIONAL 11/FORMA TIO/I 0 J.O' IIIDE CONCR£T£ RIBBON GUTT[J/. 5-1/2" THICK (MIN) OVfR 6" {MIN) Q'.ASS H BASE CROSS SECTION MAY VA/i'Y BASED ON SOil. ENGINEER 'R' VALUE T£STS. S£f STREfT NOT£ No. r SHffT 1 8 PLANTER AREA P£R lANDSCAP£ PLANS 9 PLANTER WALL P£R ARC/IIT£CT PLANS. REFER TO ARC/IIT£CTS PLANS FOR WALL HEIGHTS. 1 CONCRET£ MASONRY RETAINING WALL PER SEPARA T£ PERMIT .J!, EXIST O',fRHfAD POVCR UNES TO BE PLACED UNDERGROUND AND EXIST. POWER PO/I TO BE REMOVED (CONfRACTOR ro COORDINATf 111TH THE UTIUTY COMPANY PRIOR TO CONSfRUCTION) cg) EXIST. CATCH BASIN TO BE REUOVED. CONrRACTOR TO LOCA Tf d: VERIFY EXIST. STORM DRAIN PIP£ OUTI.ET d: CONNECT TO NEW STORM DRAIN SHOWN HEREON. Tl/£ ENGINEER OF IIORK SHOULD BE NOTIFIED IF POSITl',f fl.OW ll1ll NOT BE MET OR OF ANY CHANGES TO THESE PLANS @ EXISTING STRUCfURf TO BE REMOVED ® R[l,/0'{[ d: RfPlACE EXIST. PORTION DRIVEWAY TO NEW GRADE. MATCH EXIST. PAVEMENT MAT£RIAL STRUCfURAL SECTION P£R SOILS ENGINffR "R" VALUE TfSTS, OR AS APPROVED BY DISTRICT SUPfRIN"""'NT 1 TRASH ENCLOSURE. REFER TO ARCHITEC flJRAl PLANS FOR MORE DETAILS 1 /IEUO',f d: Rf-USE EXIST GA Tf. RAISE AS NECE.SSARY TO NEW FINISH GRADES. ~ PC.C. STRUCTURAL CROSS SECTION PER SOILS ENGINEER 'R' VALUE T£Sr, AS APPROVfO - - -Qy Dl~IRICT '>11PER/NT£NO£NT ,,. [/8) PROT£CT EXIST. WALl y . Vy V v--.f V V .. '"' > @) EXISf. ELECTIIICAL BOX TO REMAIN. RAISE BOX ,t UD AS NECESSARY TO NEW GRADES. ) > @ PROTECT EXIST EIJC. IRE£ I I~ ® EXIST. WA T£R VAL VE TO REIIAIN. < ra + /-75 IF EXIST CHAIN UNI( FENCE TO 8£ RAIS£D AS NECESSARY TO NEW GRADES. @ 4• FIR£ UN£ PO/Nf OF CONNfCllON. REFER TO BUILDING DOOS. FOR FIRE LINE BEYOND • > ® 2-J/2" WAT£R UN£ POINT OF CONNECllON. REFER TO BUILDING OOOS. FOR FIRE UN£ BEYOND ) @ LIGHT llfll. REFER TO ARCHITECflJRAl PLANS. < 11_ @ BUILDING WALL REF[R ro ARCHIT£CfURAL PLANS. c; SUNKEN MECHANICAL llflL REFER TO ARCH/T£CfURAL PLANS • CONCRETE DEPRESSED CURB 1/J I A A 11_' /2'-- r-A......._.,,A s rr , ... fVlJ II ."II : -, • A A A /\....._/ - No. DESCRIPTION @ 12"xr2" CONCRET£ CATCH BASIN 111TH SlffL GRAT£ BY '/Jf/1)()/(S' OR APPROVED EQUAL. B 24"x24" CONCRETf CATCH BASIN 111TH STEEL GRATE BY 'BRooKs' OR APPROVED EOUAL C EARTH 81..ADED SWALE O 1% MIN. TYPICAL ON All Fill SI.OPES. SEE DETAIL ZI'. D GRASS-LINED TRAPEZOIDAi. CHANNEL (6.0' KIDE BOTTO/J O /JC MIN. E 10.0' TIIANS/TION CONC APRON FRO/I fRAPEZOIDAL CHANNEL ro 0-75 CONC BROW DITCH PER 0-72 F CONCR£T£ BROW DITCH PER 0-75, TYPE ZI' _q_ 6" DIA. Cl[A/IOUT P£R S-J; T'fP£ 'B'. USE 9"x24" VAL VE BOX BY 'BROOKS' WITH CONC CO'{[R IN HARDSCAP£ AREAS d: CAST IRON IN lANOSCAPE AREAS OR P£R ARCHITECT H r O TRAPEZOIDAL CHANNEL PER 0-7J - I 6" TRENCH DRAIN BY 'NOS' OR EQUAL. COl/fR GRATf P£R ARCHiri:CT. . . ~ "'-. .J.. 9' IIIO[ TYPE '8-1' CURB INLET PER D-2. INSTALL A FOSSIL FILT£R FILTER 'Fl.OCARO BY KR/STAR) ENTERPRISES INC. .._ .. • .. .. ,,,. • A.Jo _. ~ A ,. " .. • • ..._ (JS) ~ CONC//£1t CATCH BASIN KITH STE£/. GRATf BYrJROOKS' OR APPROVED EQUAL. -© ;;;;--48"x48" COl!fRETE CATCH BASIN WITH STEEL GRAT£ BY 'BROOKS' OR APPROVfD EOUAL {EMERGENCY - -T. ,..-... ,,,-----.,..,.....,,-..._, r--, ,,-...., -._"\ @ 48"x48" STORM DRAIN CLEAi/OUT WITH STEEL COVER BY 'BROOKS' OR APPRO'IED EQUAL ® 20 LF CONCRE If ENCASfMENT AROUND ,r PK: STORM ut<AIN PIP£ PER SEcilorf 1'. STORM DRAIN DA TA TABLE : No. (f) 'EARING NSJ'49'2o·w 39.75' PVT. 6° PK: {SOR 35) 0 9.3 NJJW'06'"f 88.IJ' 44.75' PVT. 6° P N53'45'2r"E 52.48' PVT. 6" PK: {SOR 35) 0 2% 118r.i9 OJ"W 28.78' PVT. 6" PVC {SOR J5) 0 14.lJC N34'22'27'"f 82.00' PVT. 8" PVC {SOR 35} 0 /JC N9'59 45 W 85. 00 PVT. 10• PVC (SOR 35) 0 2.0BJ 1.93% 4 Na DESCR/PllON @ 4• SEWER POINT Of CONNfCT/ON. CONSlll/JCT SEVCR CLEANOUT PER SDRSO S-J; TYPE '8'. COl£R PER LANDSCAPE ARCHIT£CT. REFER TO PlU/.1/NG DRAWINGS BEYOND. INSTALL END CAP 0 PVT 6" PVC {SOR 35} 0 2.27JC P£R S-1J t----~-~------,'------------0 Pvr 4• PK: (SOR J5) 0 2JC PER S-1J FIR£ H'IDRANf. REFER TO DRAKING No. 403-5. 0 8 -t--------------- [XIST. I/ANO HO/.£, STRUCflJRE d: WATER VAL',f TO BE DEMOLISHED. CONTIIACTOR ro COORDINATE 111TH CARLSBAD MUNICIPAL WA T£R DISTRICT PRIOR TO CONSTRUCT/ON 0 8" PVC WATER MAIN. REF[R TO IMPROVEMENT Pl.ANS DRAWING No. WJ-5, PREPARED BY SOWARDS "' V BROWN ENG/NEfRING, INC. TO BE BUil T CONCURRE/171. Y WITH.~IH£S£.==S-'P.~lA=N=S. ______ __, 0 FUTURE JO" DOMESTIC WATER MAIN P£R DRAWING No. 391-8. TO 8£ BUILT BY OTHER5. 0 F 0 EXISllNG 18" WATER MAIN TO 8£ TEMPORARILY HIGH UN£ IN AREAS OF CUT Ul/l/L FU,URE JO" WATER MAIN CONSTRUCTED P£R DRAWING No. 391-8 BY OTHER.~S.~------------, EXISTING 10• WATER MAIN TO 8£ HIGH UN£ IN AREAS OF CUT UN/N. FUflJRf 18" ll'A TER MAIN CONSTIIIJCTED P£R DRAWING No. 391-8 BY OTHERS. 2" WATER METER --,- ~ 102· /I' 51' ~ 51' JO' 32' WIDE S TR££ T 9' 9' .32' WIDE STREET FUTURE 55' IMl'ROVIMlNTS P[R DWG ]79-6 . !MPROV£M[/ITS PER DWG 379-6 W BE BUILT BY OTHERS ,~ ~" TO BE BUILT BY O Trl£RS ca; ca; .~ ~ Cc ~t;:, t5 ·~ :..::~ MEDIAN CURB PER DRA 'MNG l's tl'-"> , UFDIAN CURB PLR DRA H1NG No. 379-6 el: ..,ts No. 319-6 \ 2% 2% -_,,, __ ---t"r------/ ' -J .. . ·· .. · . -',;;,---,,_~-L!._;,_;_._,_ __ ' • .r.. .,.i Fi 'oD _.,, ~ 4. . I» I ~ ·~ 2.58' MIN 18' PARKING SPACE CONCI/Elf CURB c o0Qo0Oo 24' PR/VA If DRll£WA Y AISLE RIBBON GUTlfR CONCRElf MOW CURB Do 0o0Ooc 0 0 0 0 "' "' I I ,,--~ ~ ~ ,f:- ~<S I~ I [ f,~~;;,; ~ s ~ HAROSCAPE I f I(~ ::'s ·~ C, I~ ~ :-.r'03 ': ::',' '-S: :'..'LJ if.?:._7 7 ~ D = AC PA V£M[NT &-BASE PER DRA 111NC No. 379 6 \;_ FU /URE CUIIB. GU rrrn &-SIDEWALK P[R CARLSBAD DRA H1NG No. 379-6 AC PA vfMfNT ,t BAST AC PA vfMENT ,t BAST I~; ~[ c,j ""' "" I l-~ POINSETTIA LAN£ -TYPICAL SECTION {PUBLIC} NJS "I' 60' JO' JO' 17' + - -1---~1._r~+~-------' 7' +LI_-~,,,_--'2=-=o_· ___ 1-'------,1'-"s'-".s_· -¥'4.""·- VAR1rs 0 , CURB, GU I/LR & SID[WALK (TYP) 2.68' MIN 18' PARK/NC SPACE CONCRElf CURB 0 0 o D0Qo0Oo AC PA vfMENT ,t BASE SECTION 'A -A I N.T.S 24' PR/VA If DR/1£WA Y AISLE RIBBON GUTlfR Do Oo00oo 0 0 SECTION 'B-8 0 AC PA vfMfJIT ,t BASE 18' PAIIK/NC SPACE 0 CONCl/flf CURB 0 0 "' I ~l I \ J \ I , TYPICAL LOT DRAINAGE GS -I 5 NOTE : DOES NOT APPLY TO LOT 12 NJS "' r.5o' 1.50' AC PA 1/fMfNT ,t BASE PER Pl.AN --I ~ -• , oOo 00 ~ 00 0 o 00 0 0 0 0 0 0 o" (MIN) AC PAV[M[NT & 6" BAS[ (MIN) (PER 'R' VAi UF TEST, Sff STREET NOT[ No. 1, SH£ET 1) 8' AC PA vfM£NT d: BASf PER PIAN 00 0 00 0 o Oo 0 . ...,.,. BLACK RAIL ROAD -TYPICAL SECTION ( PUBLIC ) NIS "I' 56' 28' 28' 4.5' 5.5' /8' ,. 18' 5.5' 4. I u-, 2% -2% 2% 2% ---' . ' ... ~ ... , -· .,,,i.., 0 • 5" (MIN) AC PAVEMENT & 6" BAS[ (MIN) (PER 'R' VALUE TfST, Sff STREl T NOTf No. 1, SHffT 1) cu11s. currrn &- SIDEWALK {TYP) FISI-EPMAN DP/VE TYPICAL SECTION STATION 3 +33. 28 TO 6 +83. 02 NJS 56 28' ~ 28' ,4_5' 5.5' 18' 12' MIN TO 18' MAX ... 5.0' ,. I/' . . ' I u-, 2% 2% -2% 2% - I\ --~/ ' 'l ' "'~ ... , -·· ~ll"'oa"'a I ' • ·~ .. -Vs" (MIN) AC PAVEMENT & 6" BAS£ (MIN) 600 TYPE 'A' A C ULRM PER G-5 (PER 1/' VALUE /EST. Sff STREET NO TE No. 1, SHffT I) FISI-EPMAN DP/VE TYPICAL SECTION STATION /+19.8/ TO 3+33.28 MOO/Fl[J)V4"x24" CWCRfl[ BROOKS' TiPE CATCH BASIN W STEEL GRATE. 1-1/2' PVC PVT STORM DRNN PIPt fJ /!C MIN TO DA YI.IGHT RIP-RAP ENE/IGY DISSIPATDR P[R BIXT ON LI() r,,~/ I..~~ NJS ~~tilff-~.f.5fi ~/ACK/NC 11/VA TE 8° PVC STORM DRAIN fJ 27.4/C BLANKIT. 24" DEEP {MIN) CONCRETE CVRB PER SORSI) G-1 AROUND 11/Rff S/D£S OF RIP-RAP. '; I ' cS_i_ c:J.,,f. ,.....,., ? -- NO'TE: CONllNUOUS MAINTfNANCE OF THE CA TC/I BASIN SHOULD BE PERFORMED BY THE PROPERTY OWIJ[R TO A VOID BUILD- UP OF SILT IN BOTTOM OF 'BROOKS' T'fPE CATCH BASIN ,t TO MAINTAIN DIMENSIONAL CLEARANCES SHOii'// /i[REON. OUTLET DETAIL FOR LOT 12 N. /.S 2 GRASS-LINED TRAPEZOIDAL CHANNEL WITH 6' WIDE BOTTOM r 6' r 48"x 48" CONC. CATCH BASIN BY BROOKS 111TH SlffL GRAT£ SlffL GRA Tf. {EMERGENCY GRA T£ INLET) 3.0' II/DE CONCRETE RIBBON GUTTER. 5-1/2" THICK {MIN) OVfR 6" {MIN) CLASS H BASE. CROSS SECTION /IA Y VARY BASED ON SOil ENG/NffR 'R' VALUE TfSTS. SEE STREET NOT£ No. 1, SHEET 1 SECTION r;· N. r.s BOLT ON LI() GRASS-L/l'ED TRAFEZOlJAL CJ-IAN£L SECTION ·c· 't . 01a, SURFACE ELEVATION LOT 14 ) TG329.20 <?,,rt// (6' WlJE BOTTOM J 2' i :0 \ PAD ELEV. PER PLAN -~ '<,~'-.vllll~ EARTH BERM TO BE CONSTRUCTED AT TOP OF SLOPES (TYP) EARTJ.I EERM SECTION v· TYPICAL CROSS SECTION o TOP OF FILL SLOPE TYPICA noN or l~ 2' SIDE LOT LIN ~"';~c=---- a: -- PAD EIIV PER PLAN ///"-,\y//lflv'/:i:,\\110~- 'le, \ PAD EL[V. P[R PLAN ......_,._ '»~'-.vllil~ BERM TO B[ CONSTRUCTED AT OPES (TYP) TYPICAL CROSS 2 N.T.S NEW AC PA I/fl/ENT BASE PER PLAN EXIST AC DRIVE;; Y 1- TO REMAIN NEW AC PA '{[MENT. S£f TO SP£CIAL NOTE No. 14. -1 --i-T - I ~ EXIST AC DRll/fWAY ro BE RE/10 '{£0 SECTION 'F' NJS CONSUL TING ENGINEERS 2187 NEWCASn.£ AVENUE SUITE 103 CAR[)IFf" BY frlE SEA CA 2007 TEL 760 436-8500 FA'x 76b 436-8603 N. T.S BDI.T ON LID ~.\ / / / ----r,li--wi - -../ STORM DRAIN PIPE PER PLAN 48"x"48" CONC. CATCH BASIN BY BR{)()/(S WITH 6" PVC STORM DRAIN PIPE @ 3.66% 18" RCP STORM DRAIN PIPE fJ 24.25JC TYPE '8-1, CURB INtET P£R ORA KING No. 403-5. SlffL GRA If. ELEV. PER PLAN SECTION 7-1· ,r,... ------v ll, --.--~----· ~4,,."-,,---+--+------1--+------+-+--J;,,.9 R: ~ -~ fi ~ .,, "' VT 27.5e'•·/'-r'~• -+-+------ "" "' :c ;;, ...., !'VT 28.88'~12" PVC @ 1% "' <ti ;;, "' "' ;;, -" 2 N.T.S AC PAVEMENT P£R PLAN 'l777)777fll77777 ,.1 ~I ";,.I "'I t-·'~~'----' 77 PVT. r2• PVC STORM DRAIN CONCRElf ,NCASfMftl T USE 560-C-3250 CONCRETE ONCRETE ENCASEMENT SECTION '/' N. T.S. 0 AS BLJIL T0 ~~:.L~~-zi,lo1 3/5-------------------------R.C.E. 36190 EXP. 06-30-08_ DATE STORM DRAIN PROFILE PROFILE SCALE: H: 1"=20 V: l"=f INSPECTOR ~/,q/,z DATE ---------t--t-----+--i-----. I SH2EET I CITY OF CARLSBAD ~, ;:::::::::::::::::..::::=::EN:::::G:::I:=NE::E:::R::::IN:::::G:::::::D::::EP:::::A:::R::::T:'::'M::EN::'::T::::::==....'::L.!l_j==~ DET All.S &! NOTES FOR: . ·-+--+-----------------+- 02 02 07 S&B REPLACED APPROI/ED SHEET 2 DATED 8 26 DJ t-1C'c2'-;:2C'c2'-;:0":-Jt-_ ~s:;&-=-e=-_-i't''!l~~~';;RCCE;w;s£~D;s~m;R;;M;Dc"Rc:Aii1Ni-'-"PR=O/'-"IL=[,-'D"-'A-"-TA'--"'TACCBL=[-=&c.cN.:.:0c..:T[=S--j---+- 6 J2 DJ S,tB 1 REMO'{[O SfCTION t' DATE INJT:AL ENGINEER OF WORK RE'l!SfD SPEC/Al NOT£. STORM DRAIN NOT£S d: DATA SEIIE/I ,t WA TEii NOTES. REPI.ACES S/lf. ORIG. SIGNED 11 2 '2 REVISION DESCRIPTION IJA IE INIT.AL OTHER A~PROVAL DATE INITIAL CITY APPROVAL REDEEMER BY THE SEA LUTHERAN CHURCH OF CARLSBAD APPROVED ,l.LOY!) B. Hysss ~,,: ..12-/ i:, CITY ENGINEER PE 23889 EXPIRES 12 31 05 OWN BY: RGP PROJECT NO. CHKD BY: __ _ RVWD BY: CT 00-22 JOB No. 02-011 6/J2/03 3 ),_/ .. .., DAlt DRAWING NO. 403-SA X 364.C > 36'6 \ NOTE: 24 • D01/fSllC WA lfR PER ORA Ill) TO 8£ BUH. T BY OTHERS 24" RECYCLED WA lfR PER ORA IIIN TO 8£ BUN..T BY OTHERS REFER TO PUBLIC IMPR0'>£1.1ENT PLANS DRAWING No. 40J-5, FOR STR££T /UPR0'>£1.1ENTS OF PORllON OF BLACK RAil ROAD PREPAR£0 BY SOWARDS ANO BRO'MI ENGINEERING, INC. TO 8£ 8/Jll T CONCURRfNTL Y 111TH THESE PLANS. 18" RECYCLED WA lfR PER DRAIIING TO 8£ BUii. T BY OTHERS CLEAR SIG/IT DISTA 282' UN£ 39+24.01 PER GS- 39+14.53 C TO EXIST CLEAR SIG 391 W _:....ca.--J]'?,3' -""Lr._ !r-c~f\--\-- ~ ~ EXISr. SQC,J,£ EASf/,/fNT REC. 6/24/65 AS ALE No. 1'3032 377.5 • .J76.5\ \~ _f ()l,_ 37. 9 \:'.I <I' Signs > • 3,z,7,¢~ £XIS[ SOC,J,£ EASfMENT REC. 6/24/65 AS FILE No. "301 X 377,,f NEW CURB APPROX/MA If LOCA llON OF ,o• RECYCLED WATER MAIN TO 8£ ABANDONED AFTER CONSTRl/CTION OF FU TUR£ WA lfR MAINS PER ORA IIING NO. 391-8. CONTRACTOR TO COORDINATE 111TH TH£ CARLSBAD MUNICIPAL WA lER DISTRICT FOR DIRECllON. INSERT -PHASE II GRADING NJS. r-----"'-.... FUTURE RECYCLED WATER PER PER ORA IIING No. 391-8 282' l/Nf OF SIG/IF 1 / < ( --l'O{NSEmA LANE SURFACE 1MPRO">£U£NTS PER ORA WING No. 379-6. 2 ' -==~""1"'3"7~ ?£'._ .r: X 38/.3 Cone LETTER OF PERl,//SS/ON TO GRADE OFF-SITE. Sf£ lETTER OF PERl,//SS/ON BY: CARLSBAD UUN/CIPAL WATER DISTRICT OA TED : 10-29-02 POTHOLE DA TA 0 TOP OF EXIST 18" WA lfR PIPE = 169.73 0 TOP OF EXIST 10• WATER PIPE = 312.60 <$ TOP OF EXIST 18" WA lfR PIPE = 160.21 <9 TOP OF EXIST 12" WA lfR PIPE = 360.10 <$ TOP OF EXIST 30" WA lER PIPE = 341.67 (9 TOP OF EXIST 12• WAlfR PIPE= 337.96 0 TOP OF EXIST 18" WAlfR PIPE= 319.48 i> TOP OF EXIST 12" WAlfR PIPE= 316.59 0 AS BUIL T 0 zd,101 R.C.E. 36190 EXP. 06-30-08 DATE INSPECTOR NOTES: I. REF£R SHEET 2 FOR SPEC/Al NOlfS .t OETA/lS. 2. REFER TO Sl/££TS 6 .t 7 FOR PLAN .t PROFILE OF PR/VA TE DR1'>£WA Y. J. REFER TO PUBLIC 11./PRO VEMENT PLANS FOR PLAN .t PRORlf FOR PUBl/C Sf'ICR UAIN .t WA lfR UAIN. {DRAIIING No. 403-5} J57. ---- NO ;; ~1~ ~i ; ~~ ~~ ~ct TRASH ENCLOSURE DETAIL CONSUL l ING ENGINEERS 2187 ~EWCASTL[ AVENUE SUITE 103 CARDIFF" BY THE SEA CA. 2007 TEL. 760 ~36-8500 FAX 76b 436-8603 f I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --r-I I / -L I I I \ \ I 1- 7h71'1"r - --------/~-=-~--------------------NB6'5S'OJ"W 894.21 • ------- --------------- -"" --------------------------~==== NDSCA lANS ' L INFOR ~N CAUllON !!! CONTRACTOR TO VERIFY EXACT lOCA 7/0N .t ELEVA llONS OF EXISllNG UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCllON. TH£ ENG/Nf[R OF WORK SI/All 8£ NOTIFIED IF ANY DISCREPANCIES 111TH THIS PLANS. ---------- --------- 11 EXIST BASIN. CONTRACTOR r- TO VERIFY IN'>£Rf~£VA 71 AND CONNfCT 8" TO TORM DRAIN SYSlfM SHO'M/ ON. CONTACT ENGINEER OF K IF POS/71',f FLOW 1111.L NOT MET. / I----+---+------------+--+--,_ _ _____,__ _ _, w CIININE~!NG ~t~~~~AD GRADING PLANS FOR: REDEEMER BY THE SEA \ \ \ \ ' ' 02/02/07 S&B HlPLAC£D APPROVED SHffT 3 DATED 8 26 03 3 LUTHERAN CHURCH OF CARLSBAD 12/06 06 S&B 01/22/04 S&B "AS-BUILT" TO 8£ "AS-BUil r" APPROVE~~~~YD B . .,HUBBS ~'f: ,e • .1 REPLACES SHFET ORIG. SIGNED II 12 02 CITY ENGINEER PE 23889 EXPIRES 12 JI V5 DA lE \ \ \ ....____ 6 12 05 S&B DATE INITIAL 1:.NGINl:.ER OF WORK REVISION DESCRIPTION RE~SE MINOR GRADING, HARDSCAPE, & PR/VA TE Ulll/ll[S DAlE INITIAL DATE IN, TIAL OTHER APPROVAL CITY APPROVAL DWN BY: RGP PROJECT NO. I DRAWING NO. CHKD BY: --CT 00-22 403-SA RVWD BY: --·~· ··~· ,-~·- \ \ \ \ \ \ \ \ \ \ \ \ \ __ ...;:::t:_ N86'55'oJ"W 100135' - -\ ----- \ \ \ \ I \ \ \ \ \ ------- I I I L__ I I --r--- I ------___J I I I I I ..;_ If • I \ \ -,1- 155 ----, ---- \ \ \ \ \ \ \ - - \ \ \ \ \ I ~ f? I I --'-I I I • ~••-La • -_,.,_,-•, ----, ------I / ---r--- I ----·--·--.,, _____ _/_ NB6'55'0J'W 894.21' ----------------- . . ~ I'<)' . LETlfR ff PERMISSION TO GRADE Off-Sir£. S££ LETlfR ff PEffMISSION BY: CAffLSBAO MUNICIPAL WA lfR DISTRICT DA lfD : ,o-Z")-02 J 4-"'-0~ - - \ \ I --~-, .. ,__ ... --- \ \ \ I \ \ \ \ \ \ I \ -- I T --' I I I I I , el' ;-; -,- 156 ----y I \ \ \ I I I I I I \ I - - <ti ~ , I + ---f I I I I CURB, GUTIER .t S/OEW,l(JJ( PER DRA'MNG No. 379-6. / I -.L,..,. ___ , ,-- I ----, -- I LOT 5 -332.6 ._ -. ---.. ,. .. ,: __ " ___ _ J,,a,_,.,_ NOTES: 1. REFER SHEET 2 FOR SPECIAL NOlfS .t DETAILS. 2. REF£ff TO SH££TS 6 .t 7 FOR PLAN .t PROFILE ff PR/VA If DI/IVEWA Y. .I REFER TO IMPRO',fl./ENT PLANS FDII Pt.AN .t PROFILE FOR PUBUC S£14[R /JAIN, WA f£R MAIN .t FISHERMAN DRIVE (DRA'MNG No 403-5) I I " '; 51' 'MOE STRE£T DEDl9A TION'\ -----t I I -------L - ,SLOP£ PER ORA'MNG No. 37916 I ~ I ~ --,---, I -, -____ ,L I ·-------------·------L •. 5 I -+ ? , I I I I 1 POIN5fmA LAN£ SURrAC8 IMPROVEMENT PER DI/Al/ANG No. 379-6/ __ , __ , Sr ----, -- ( 268' UN£ OF SIG/Ir I t-I I I I I /--- LETffR OF PERMISSION TO GRAD£ OFF-S/7£. S££ LETffR OF PERMISSION BY: WILUAM FINK, TR£ASURf.R OF DAYBREAK COMMUNITY CHURCH DAlfD: 9/8/02 RIGHT-OF-WAY DEDICATION PER OOC. No. 2D03· 08/87/'JB REC. JUL 'r 'I. 2003 POTHOLE DATA 0 TOP (F EXIST 111' WA f£R PIP£ = 369.73 ------ 0 TOP (F DUST 10• WA ffR PIP£ = 372.60 0 TOP fF EXIST 111' WA ffR PIP£ = 360.21 0 TOP (F EXIST 12" WA ffR PIP£ = 360.70 0 TOP fF EXIST JO' WAlfR PIP£= 341.67 0 TOP OF EXIST 12" WAffR PIP£= JJl.96 0 TOP fF EXIST 18" WAffff PIPE= J/9.48 0 TOP OF EXIST 12" WAffR PIPE= 316.59 I -slD"'-, "' s ~c~ fsHml CITY OF CARLSBAD f-----,---+------------------+-----i-------1t-----i------i L.i_J ENGINEERING DEPARTMENT ---------------->----->----+----+---I GRADING PLANS FOR: REDEEMER BY THE SEA n 1,.or, e 11 LUTHERAN CHURCH OF CARLSBAD /5tli/Bt /Nlit/{T tltV af STtJf/M Ol',4/// J.LO ~ APPROVED UO'rV B. HUBBS d r /4 t&r-~4 ~~ . 1/h~/0.2,. CITY ENGINffR PE 889EXPIRES 12 '31 05 D:( TE /1/tY ilf fl~/.ltfiMdAI Of( ~---------------,f-'l,=it.-,_:0.__,54 =-'--'="'--r~L";OIU,:';'~~~~D~J!~l;;;M;--;E~l.l!~~'-cr:',;-;;:'/CIV' ~EV1S£ c.ufl.J..,,_.1,i"'u.-r_,•3.,_•-+----+---~u.J--JL/W l---f,~-l:-~-,--7-0-i2_y __ -. -~-----------1 ~IKD!) t e>J?OHN t:NGfN/2/i?ING, INC. t Fl-E.U:VAT/DN ,,_,,.. B~a,...l OtTCH (. /. CONSULTING ENGINEl:.RS DA TE INITIAL ~ (<I ,t1-? 2187 NlWCASTLE AVENUE SUITE 103 REVISION DESCRIPTION ----l-CARD FF BY THE SEA CA, 2007 [NGINCCR OF WORK /1,/SPt~ 't)~ o&re TFI 760 436-8500 rA\i 76b 436-8603 DA TE INITIAL OAiE INITIAi OTHER APPROVAL CITY APPROVAL JOB No. 02-011 112202 ·-090503 11 11 11 11 SroRM ORA SY.'f 11;41 ,t STRUCnJRf ,t SEllfR IIAJ PERIDIIAliiNG NO. Jl/1-6 I I I I I I - I ~'~tr,,,J ~ ""C --.J CLEAR SIGHT DISTANCE CORRIDOR 'tr- 268' UNEI OF SIGHT , I T I I I I 11 I ' I I ~I I I I I I I 1 I . I I '1 ~'. .'\ ·~1 ' . " . ·,:_ I /EUEii iJF P€RMISS/ON HJ GRM OFF-SITE. SEE 1£TTER OF PERMISSION BY : /1,1/l/AM RNK, TREASURER IF DAYBREAK COMMUNITY CHURCH DATED: 9/8/02 RIGHT-Of WAY DEDICATION PER DOC No. ,ZfJ03·08IJ758 RfC JUL'( 'I, eooJ I I I CLEAR $/GHT I __,. (t) ,· , i DISTANCE Ca?RIDOR 11---.~ H-n----fl--f i fl--/,_ -0-\ :j ( ~ If-{ ff-Q--II- LOT 14 ;., I r'~ i ~ ---~ .· I/ _.,,./ CONS 91-8. MUNICIPAL/ r l / '"_f..... / ' ' ! I / 1,, i I I 1· \ \ / LOT 2 329.5 140.53' LOT 5 3.32.6 LOTS .. ----JJ2,.4i a...-.,· 336 r· JJ8 340 '- ---. ~2 '..16' · 1311/l T' L07'l- 33Zf ---, ~ ' ; ~-! / ', ._. .-.• ---_,. ----------·-•-·-·"-----.,_ ~ ----,-· ------,------,--.__; ,.- •" -----~--__,.-. ·, ___ ... ,/ \ .j '~ - -. ' ,_. ::...:.-;:;:. ~-"_, -·· ·-·o-; - 0 --=====:::::>Z= ...... -~< -- 15 JO SCALE: 60 1"=30' 90 PAO El£VA TION PER PLAN \ AREA rF R£l/OVAL OUTSIDE -I GRADING UM/TS ~ \ --r--__ _ \ / ----------... , / ·;..., ✓, \ // ~-I BEDROCK SURFACE 7//77 ,,__,,, /////TT/TT,,/ /77;, /77 / 77 REMOVAL KEY DETAIL N. T.S. ! ~t.; J •• ~CAL~ - l----l----l------------t--------1---t----r---. I SH5EET I CITY OF CARLS BAD ~, ~:::::::='-:::=:::E:::N::G=IN::E:::E:::R:::I:::NG=::::D:::E:::P::::A::::R=T::::ME::N::::T:::::::=~L.!l_j===; GRADING PLANS FOR: REDEEMER BY TH£ SEA LUTHERAN CHURCH OF CARLSBAD APPROVU) lLO'rV 8. HUBBS ,f£Yl5£ /'Ill) £t.£YRTION REV/!,£ f/,P.@ BROl<J R.E.VISi, CURB /AllET l-----------------1 -!:QH,--~--,-f!'JroN,-=N~r:N6/N~=='t:r::K.='JN6.=--, ""'INC;-::::-,-,11-1--""_ ,.,_._ ':1-!:'._-"!.-j-'1--~-.!.c-"'_'.__-fl--.!..:-L..:,l~n~-~1!!~'-1c.~V.~f)~~8.~'R~O~Wr~o1~r;~c~tl~~=:~==~==+=~~~~~=;-;-'1~~4"-;;;;;;:~ fi£/J p./{/J'j2,Sl,,fJ"'f.;.u:."~-----/. ~ CONSULTING ENGINEERS DATE INITIAL DATE INITIAL DATE INITIAL /4&:-::r~ u...~ .... &- CITY ENGIN~ PE2 EXPIRES 12 JI V5 DW~ BY: RGP CHKIJ 8Y: /r,_£ RVWD BY: _ PROJECT NO. CT 00-22 DRAWING NO. A / -:4 2167 NEWCASTLE AVENUE SUITE 103 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ~--~., ~ CARD FF BY THE SEA CA., 2007 CITY APPROVAL 403-SA JOB No. 02-011 ' 112202 090503 ' 060105 +-+--+-+-+-+--+--+-~- \ I \ c: \Ciw1\Profecf\02 011\02011ipdwy A Private.dwg I I ,_, .. 1-----· . 1--- 7 I+-+-- &7 v ---1--I--• --1-•· I _,, --f-------I----+--+--+---+--+--+--+·-+-+-+--,l--+--+-+--+--+-+-+-+--,-1 -· - ' ---~--~----·+--+---+---+-·--+-+-+-+-·+-+--+--+-+-+-+--il--t-+-+--+--+-+-+-1 . JOB No. 02-011 5/12/03 ---' -"- 7+ 0 PROFILE SCALE HORIZ. = H: 1•=20• VERT. , = V: 1• =4' r;: \Civil\Project \02-011 \02011ipdw~A Pri'IC!te.dwq - ----- 8 00 --------- LOT 4 NEW GRADES 0 f DRl~WAY §;> CQ g <cl ,..._ 3; ~ ~ 1.78 Pl srATION {96.00 EL=JJl,10 g r-,_ 8 <cl ... c::, 2 oO ej <o -~ 3; 0, ~ :g 3; c;; 2, ~ - cJ :,, ta 8 "" §! Leo g c::, <cl g c::, -~ ~ .:!; c;; ~ ~ -,., ~ bl -~ c;; "' .:!; - 2K ~I -~Q ,. "' \, iJli i!: :;,,; -------t-~--~-- i ! ' r· ,, ' -t ' r i ' ,. ! ' r I I ~ "" §;j ~ -:! ~ ~ ~ c'2 Is! ., I c::i ~ ~ - I t3 ~ <: ~ ~ c;; ~ ~-~ ""-~ :3 ii: • ~ c:, f5 0:: l>l l!:: _),,. c:I ~ -~~ ..,:CQ ~ vi c:,; -~Ea oa ""' @~ -~ .ti: 0, --0, ~~ <5 ""' <o °" tfj 0, o; ;t; -~ ~ 2% 2K ---~ -.-.:..,..:..;____,·-~-~ I \ I I I I \ \ I V '------ TOP 319-!B oM[SllC WATER £XI~ 1B D --I ----0, • I TOP 316.~9 c)'CL£0 WATER o'· i : ---I EXIST. 12 RE ...0 '% <:;, ~ r--Q ~~ ~ l'.1 1:' ~ --1q ~ ~%, iJ' CURB DATA TABLE I t,/&EAR/NG DISTANCE RADIUS [)[SCRIPT/ON []] N88'21'42"W 62.00' 6" CURB PER G-1 ---------------------[lJ N0138'24"W 15.50' 6" CURB PER G-1 QJ 9ovo·oo· 3.93' 2.50' 6" CURB PER G-I [l] N88'2l 'J6't 1.00' 6" CURB PER G-1 l_.'i_J 9ovo'oo· J.93' 2.50' 6" CURB PER G-1 [fl NOl38'24"W 15.50' 6" CURB PER G-1 [zJ N0I38'24"W 90.0' 5• CURB PER G-1 [ID NOi '38'24 "W 15.50' 5• CURB PER G-1 I]] 90'00'00" J.9J' 2.50' 6" CURB PER G-1 [)QI N88'2l '36't 1.00' 5• CURB PER G-1 ill] 90'00'00" J.93' 2.50' 6" CURB PER G-1 Im NOl38'24"W 15.50' 6" CURB PER G-1 [l] N88'2l 'J6"E 68.00' 6" CURB PER G-1 IHI NOl38'24"W 15.50' 6" CURB PER G-I ~ 90'00'00' J.9J' 2.50' 6' CURB PER G-I [Zill N88'2l'J6"E 1.48' 6" CURB PER G-I llzl 90'00'00" J.9J' 250' 6" CURB PER G-I I@ 180'00'00" 94-25' JO.OD' 6' CURB PER G-I um 90'00'00" J.93' 2.50' 6' CURB PER G-I 021 N88'2l'36"E 1.48' 6" CURB PER G-I lz1l 90'00'00" J.93' 2.50' 6" CURB PER G-I Ill] N0138'24"W 15.50' 6" CURB PER G-I [3] N88'2l'J6"E 45.00' 6" CURB PER G-I [4] NOl38'24"W 15.50' 6" CURB PER G-I [2.;,j 90'00'00" 3.93' 2.50' 6" CURB PER G-I [261 N88'2l'J6"E 1.75' 6" CURB ,t GUTT[R PER G-2 [g!l N88'2l'J6"E 2.55' 6" CURB PER G-I ---- 12§1 90'00'00" J.93' 2.50' 6" CURB ,t GUTT[R PER G-2 ------ 1221 N01'J8'24"W 15.50' 6" CURB .t GUTT[R PER G-2 I.ill N88'2l'J6"E 352.85' 6" CURB ,t GUTT[R PER G-2 IJil NOl'38'24•w 14.17' 6" CURB PER G-I CT2l NOl'J8'24•w 14.17' 6" CURB PER G-I [DI N88'21'36"W 5.00' 6" CURB PER G-I [l] N88'2l'J6"W 5.00' 6" CURB PER G-I J [l3l N88'2l'J6"W 5.00' fill N88'2l'J6"W 5.00' 6" CURB PER G-I 6" CURB PER G-I CTJ N0138'24"W 14.17' 6" CURB PER G-I ill!] NOl'J8'24"W 14.17' 6" CURB PER G-I ~ NOl'J8'24"W 14.17' 6" CURB PER G-I [1Q] NOl'J8'24"W 14.17' 6" CURB PER G-I [i)] NOl'J8'24"W 14.17' 6" CURB PER G-I li2l NOl'J8'24"W 14.17' 6' CURB PER G-I [] 180'00'00" 7.85' 2.50' 6" CURB PER G-I @ii 180'00'00" 7.85' 2.50' 6" CURB PER G-I ~ 180'00'00" 7.85' 2.50' 6" CURB PER G-I [16j 180VO'OO" 7.85' 2.5o' 6" CURB PER G-I ----- 9 00 10 00 11 00 ------~----------~~~------------L------------'-'---'-L~----------~-----------~---~--------- LOT 14 PUBUC UTIUTY ,t ACCESS EASEMENT IN FAVOR OF CITY OF CARI.SHAO GRANTED PER ANAL MAP 328 II II II I LOT 3 ( I \ CAUnON !!! CON1RACTOR TO VERIFY EXACT L!XA 1/0NS ,t ELEVA TIO/IS OF EXISllNG UNDERGROUND UT/UT/ES PRIOR TO START OF CONSTRUCTION. THE [NG/NEER OF WORK SHAU BE NOT/fl[f) OF ANY DISCR[PANCIES WITH THIS PLAN. ~ LOT 2 ----.___ .. _J_IIL-,-- LOT 1 EX/SI/NG JO' .WATER EASEMENT IN FAVOR OF CARI.SBAD MUNICIPAL WATER DISTRICT REC. 7/21/58 IN BOOK 7174, PAGE 293, TO Bf QUITCLAIMED EXIST WATER UNES ro Bf ABAND0/1£1). AFTER CONSTRUCTION OF FUTURE WATER MAINS PER DRA'MNG Na 391-8 CONTRACTOR ro COORDINATE 'MTH CARLSBNJ MUNICIPAL WATER DISTRICT FOR DIRE!;l/ON. POTHOLE INFORMA nON I DESCRIPTION <t WP OF EXIST 18" WATER PIPE= 319.48 /gs TOP OF EXIST 12" WATER PIPE = 316.59 'I::' I I ' col I I I I I I I .LI I ,l ~I I II I ~ J : :L .. I ~ I I I ~ ; li::S: 1--~1 JI -I ,1.,,._ "'1 i,-- •~ • :::: ,: Ill c:::il:k:;;;; .t ~ ~ ', I I -::: , -> -~-JI ----~~RIGHT-Of-WAY DEDICAHON PER •~ 1,:; II :,,II ;,:I JI c-; r1-----__ I ~ DOC. No. '2D03: 0813758 ~ 1• i i ~ --"' I I I I REC. JULY '1. 2()()3 ~ II _Iii, I£'.) f>aJ ·r-t -1 ~; ~ ~ "i-++==~~-' 1 1:.::: '-' 1 -i I I CLEAR SIG/ff DISTANCE CORRIDOR I !::q::jJ~glll I f6dJ-",-: :~§11 !.iJ !3 1 I I I APJV :: 215~!341~92 li!l::~"-•~ ~I 11 T ·\ \ '., I .,. ' ;' I I I L--i---I50' UNE OF SIGHT \~ }., ~I I I r ~ : !-tJ '\.... 1 I 2+80.00 Cl SfllfR ACCESS HO/£ '-Tr" '-~ ·-I I rl-+-+-+",._-c-~~~=~=~= I :--._ I I • j.. ___ --....,,,--------· --, "-+1--++-I -+-+-+-++1----iiec_. ""!Yi~r't~i!"'-c' -~,/ STqftM_ OM,tN ~.o. "' 2+71, 00 CL FISHERMAN ORI~ 1 Cl 329.75 I __.,...._____ _ ___..-..-...·r=c------------------1 'A G-81/ll T' 50WARD5 I BROWN ENGINEERJNG, INC. CONSUL TING ENGINEERS 21B7 NEWCASTLE AVENUE SUITE 103 CARDlf'rJ'._" ?tl J:f6".:.s~O 92007 1 T J DA lE INITIAL ENGINEER OF' WORK Ii°\--<,:;;::,,..._ :) f'SHEEil CITY OF CARLSBAD ISHEETSI +---+--t----+------t Ll___J ENGINEERING DEPARThfENT 11 ---+------IJ-----+------1 --+--- PRIVATE IMPROVEMENT PLANS FOR: PRIVATE DRIVEWAY -REDEEMER BY THE SEA LUTHERAN CHURCH -, --------------+------1----+---+---I DWN BY: N. PROJECT NO. I DRAWING NO. 1---'-D'--'-A lE--'-------'---IN_ITI_A_L +-D_A_lE___,_IN_ITI_A.:::L--1 CHKD BY: O11-IER APPROVAL CITY APPROVAL RVWD BY: REVISION DESCRIPTION CT 00-22 403-5A JOB No. 02-011 I / ,i ·,, 112202 090503 T & • ~ ~ c::, °" .11 -EXIST. JO' WIDE EASEMENT FOR PUBLIC smrcr "' \ 1 -- FUTURE WA T[R MAINS PER DRll!NG No, 391-8 TO BE BUILT BY OTHERS - - - _ \_ -ftJTUd''io~;: LANE SURFACE IMPROVEMENT __ -----PER DRAl!1NG No. 379-6, TO Bf BUILT BY OTHERS ---/ '1 '· '! /• /. I . --- i ___ )Ji=94J2'50' /I 1 • R:,,25• [:041.25'. di ; ' i ' ' ' i ' I: ' / : I i '' w.J --.J lil G V) PUBLIC U71LITY PURPOSES IN FAVOR, Of CITY,OF ----,------_l_ CARLSBAD, REC. 12/25/97 AS ALE No. 1997!,. . , : 0658899 . '. I r ;1/_ 4--r-t+ L--R-- JQ' WIDE STREET o.rCA71(JN _:_; i_ ; T: ,-: ~ EXIST. ,2· DOMESTIC WA T[R TO REMA/N'-~~ gJ -!'' 1 .. --~ I : r,--l .. -1 ):,. 'V u· DOMEsnc WA rrR PER CITY OF ckb,BAD DWG i--,~-1--' I : No. 391-8. TO Bf BUILD BY OTHERS ', ' _J ' ----~-------1 I 24' RECYCLED WA 7fR PER CITY OF CARLSBAD Dflt', '--------:-.---; , No. 391-8, TO BE BUILD BY OTHERS • ' \ ' -~ ' \ ' ' - "' " ~ "' REFER TO PUBLIC IMPROVEMENT PLANS FOR BLACK RAIL ROAD PREPARED BY SOWARDS ,Ir BROWN ENGINEERING. INC., TO BE BUILT CONCURRENII. Y f'IITH THESE PLANS, {CITY OF CARLSBAD DRAWING No. ______ ) \ \ 18' RECYCLED WA7fR PER CITY OF CARLS/IA No. 391-8 TO BE BUILD BY OTHERS -· . .-_,._,_ ·.-:~·,,-.:,?:-.-"!. ' EXIST. SDG&E £AS[MENT REC. 6/24/65 AS ALE No. 113,0J . :,· _,. .,-:' p: \adamon \02011ec2.dwg ! i / / J~1-~;w.i,~ \ ' i \! ·ri: ; f : \ 150 -~ -- -·--..:··· \ \ ' ' ' \ \ \ - --- ' ' ' ' ' \ - - ' \ ' ' / ' ' ' PO!NSETllA \ ,..._ 151 --- - . ""··, \ \ \ \ \ \ \ \ \ LANE ~-- I I \ \ \ \ \ \ \ 152 ----SUBOIVJSION BOUNDARY __5!_' fllDE STR~T DEDICAIION\✓Lroi '/ ----- --- //1 \ FUTURE SLOPE ffR DRAl!1NG No. 379-6, -_ _ ,..c._ TO BE BUILT BY OTHE:RS 7 / ---/ -·-,. ···~·---✓. --- XM'"~ t /!>/Wt,'N CN61Nt:t:lf/N6, /NG. CONSUL TING ENG:NEERS 21 B7 NEWCASTLE A VENUE SUITE 103 TEL )~~D f35~~5tf Sf~x Cfsh ~~.?8603 DATE INITIAL ENGINECR OF WORK REVISION DESCRIPTION \ \ \ \ \ \ \ \ \ \ \ \ ----- -- DATE INITIAL INITIAL OTHER APPROVAL CITY APPROVAL -- - \ ._, .. ,. ·~· -" ---·· ·--. ' \ \ \ \ \ \ \ ----- ' \ \ \ ' - ----- ----_1_ ----L I I EROSION CONTROL PLANS FOR: R[O[[M[R BY THE SEA -- -, I I J I r-- 1 LU TH[RAN CHURCH OF CARLSBAD APPROVED: LLOYD B. HUBBSdr &4e~ J.,-z,,.iJi•.., t,-k CITY ENGtt-JR PE2 9 EXPIRES 12 w~/4,ql 31 05 ATE DRAWING NO. 40J-5A JOB No, 02-011 ld/!/J/02 112202 \ \ \ I \ \ \ \ I \ \ \ N86'55'03"W 1003.35' ,· I \ I I I ------- I I I I f-- 1 ..L , .. N86'55'03"W 894.2/' ~re 351.61 n· 351.11 p: \odamon\02011ec2.dwg ---_ ___J I , ) ; -__ 11_ ; I I \ \ I \ I \ I <. :,., NOTE: THIS SHEET IS FOR EROSION CONTROL USE ONLY. REFER TO SHEETS 1 THROUGH 7 FOR GRADING AND CONS"fRUCTION OF PR/VA TE IMPRO'vfMENTS. 'A~· 8/JllT. f/tU!eWtD e,-r. : ~ ?CW~ t e,f?OHN t:N6/Nt:.t:.f:IN6, INC. CONSUL llNG ENGINEERS 2187 NEWCASTLE AVENUE SUITE 1QJ CARD FT BY THE SEA CA. 2007 TEL 760 436-8500 IAX 76b 436-B603 FIJTi)RE STORM DR,AIN SYST[M de STRUCTURE PER DRAWING NO. 379-6, TO BE BUil T BY OTHERS 1 \ I I I I I \ \ \ --'----+ I I I -- I +00 CL FISHERMAN iVf = 159+22.41 CL POINSEmA /AN[ 329.11 EROSION CON7ROL BLANKET TEMPORARY EROSION CONTROL USE ONE ROW ·-. · -·· -. GRA \.fl. BA~ TWO BAGS HIGH, STAGGERED. TYPICAL AROUND AU CATCH BASINS. SEE DETAIL ON SHEET 11 APJV : 215~841~92 ~ c:, "" ,11 - l,.J _, ~ (3 V) ~ l----+--+----------+--------f--+----------:=-~~1 SH9EET I CITY OF CARLSBAD ~, :::::::=:::::::'...'==:::::E:::N:::::G::::IN:::::E:::E:::R:::::I:::::NG=:::D:::::E:::P:::::A:::::R::::TM::::E:::N::::T:::::::=::::....'Lil_J====! DA lE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTROL PLANS FOR: REDEEMER BY THE SEA LUTHERAN CHURCH OF CARLSBAD APPROVED: LLOYD B. HUSBS dr .../4;; 6 ..,,_F,?, i,.p-~·-e: h 23 EXPIRES 12 31 DWN BY: DDB CHKD BY: PROJECT NO. CT 00-22 l~ft~/.,.,_, 05 DATE° 403-SA RVWD BY: I DRAWING NO. ~-------__J JOB No. 02-011 10/10/02 112202 11 11 11 11 I 11 -ii ___ _ 11 11 -~~::~. lL---- 11 11 11 I FUWRE POINSETnA LANE SURF.7 1 1 'PR0l,£M£NT PER DRAWING No. J79-6 ,----- ~/ II o I i1 -------- 11 I II II I i1 II I II // p: \odamon \0201/ecJ.dwg -f!l I I I I I FIJWRE ST! M Dt,'J/1 ,SYSlfM .t STRUCWR[, SfilfR MAIN .t WA lfR MAI S PE, URMIING NO. 379-6 I I I I I I I: : ~ I I I I I I I I I I . "" ~: . EROSION CONTROL BLANKET ' ' 14 I ( ' TEMPORARY.EROSION CONTRCl." USE-()NE ROW GRAVfl BAGS. 00 BAGS HIGH, STAGGER££), ... •. •· J SEE DETAIL ON SHEET 11 ·-11-.--{ ;) +:-+ - / ~ .,, .• ~... i:3 ''-. ...._ "' ~ --,. ___ ~ .... ~~ ..... ·· .. __ .... , " ~~ ,1'; . ,a . -'6' ---._ /.D., '/' J.:---·--------. --· ...... V"-·· LOT 1 327.9 --------- 1i3.24' ... I a· (MIN) FIBE/1 R!}LL O ;r·~~~-1 , .. BACl(,QF SIDEWALK. (~~ . .. ·. ... LOT 2 . ·, ,, l . · 329.5 --· ~ °'· L_.---. --.. _____ \ _____ ,_ + ! ~-----•"" ------· t + f,. ,· + .+ ! , ' -+ ~ + 1· + .,·, 140.53' LOT J/ , 3.J0.9 .. · , 141.03 . t + + -, ) ·+ TE/.(PORARY EROSION C.ONTROI.. USE ONE ROW___,, (ili'A lfl BAGS, TW() BAGS HIGH, ,.STAGGER£[), -.. • iSEE DETAIL ON SHEET 11 . "' ·"' ~ .-_,.- • + + • + + +;+ / I Jot 4 331.5 ··~-·-•-o . . LOT 5 332.6 Lo'r6'., ····332.4) ' .-,a.,\.,-•·-...:~·:~~:::,-:,_--- + + • TEMPORARY EROSION CONTROL USE ONE ROW GRA lfl BAGS, TWO BAGS HIGH, STAGGERED. TYPICAL AROUND AU CATCH BASINS. SEE DETAIL ON SHEET 11 - 2 + LOI. 11 ' · ·· .. 329.8 ,, •. ...... _,, i \..--.) ' ' . . ........ :_---~. ' _ .. ::; ··> .... -,, ·-~ -..... , _,. -.', --···-·}__,_. .. ----, , , . ------., . ..-) . I ·\ ,.__ '<- . ,i,-\ ' ,, ' . fil~~!Jif ~(b1$.SJ.PATO(i lfR ... ,. : lf,._4.0. TYPE 2; VS£, ,tlo.• 2 .BACKIN~ \ \' · . . . 12. PW' 0_'(£R 121: PG F/l T£f1' .. _,' •i>: ·•··.• ... /Jj.Af:/1<(['6iIJf.2tJ:Jf£P CONG I \ \ , . Cl/RB. PQ( G~ !,' Nf91/.ND 3 S1pE$. I ·. :E!:.:,•::,DFJ~U ~ • : [.·> .. · .. ;i 'I;, '' ,: _8~~$~ . . ·. ,.. ~'\,'it' q s f) .i 1siJttf]tOW ... : ;:,::{/==]}?/<·:./ -:, -----· \\,\\'\', . ..... ·· · .. ,.... . . ... ;:;.-·-..... -I ·.·\ ·,, ·.• --· _ ... -._ ··1·•_---:·-: ·:-----·-;:,,:-.. ., i ,· . ·-:· t.OT fJ. .. i , :3 .;~, < > J;i : : · . ()P{N, SPAC£, 1 , 'J' •'.-' ·, ·.' . . -.... , '• i~/ i \ ,_ ' . '' -'-~~.--, I:,'··,\.' ' / ' -' ',, \ \ . . ._ \. / 150,59' ., '),; ..... t·~:Jf / .. · .:..~· ..... , ?\:',._ __ . ____ •, ·--."'. ··--\... .:_~ ... ., __ ,·. ·---~·-, i, !_ ! '. ';' '-----1 ~---.. ". LOT 10 '330.9 - t~'• ... , '. / .~--.\•-., os:<,. s{;i\, -~.--.·.· .. ·· . ' --... / /1 '; . ---~..;·.:,, "/i\'!:'iif! I{) W • .•.-.;;1.\]_i;;·;t ',1'i1;',•('H i;()• •. •-• · ·i 1,,,.,p' · 1>•--,-~ t-"·•,,,, -~--,-// / Tr n/f!'.t/iL•!. ·--~ :,_.,. I.. '/,,,,'{',;\\:,_ .. , ·r•·;• I ( ; ,,,ii'; '%:~':>~\..;;;;:...:';;;•·;;;·:.,.,..;,,;:.;;;i'..;;;:;:;:,:::::_~,~5i11.j5~5i' :..C:::::..::::::..::::::...;:<::;:...;:::::::::;;:\;Lri, 'l~l .. lJ:j ,~: '..' /}::.~!)J\:~/,.~~~' .. : ' ' o)' r:s:1 ',, ·' ·-. • , .. '1>.,~i s~c·, .. ,"> ,1 , ', ·• •. , 1 1 1/ /, •. , , 'o"rJ>'.~i,\\ ' ~y ~ ,· :: :,-/.'/.···/···· ... t' .. ,,::. ;'J,'>· ;;O· LOT 9 \ l ' ,i' ' . . ... f ' ' , J3fg· 1,:· .~r, · ... :· I· -,._ '(._>, I;.;''' \',,, ', -,_ ,_,..--· \ :-,,~5ji>\· ',.:,:•,,·,, .. , .. ~ ., . "''·. ' .. + + • Lor·J ... -·- .. ·--332.j --~----.... ·- • • + ' ' ·-,- -~-------- . L0IJJ .. J.J.2.8 BLANKET' \ '·-t<\, p_ ': ~i \' •),·, ,·>1i· •;__;,,._, \ / ';,>; ' ; . ', ', ,· ,' , , *1··''. . . ', . •.:~' //ff_ :r ; / ," l , <' • ,_., . ( i . . , '' ' ' ',, -i ' / _: j ·' ' ' ' ,,, \ _/ \'\ ~ -_,.., .. •.,_.,, -·----++ . ..._ __ . + I,. ..... ,,,,,,.,1 -·~ • • ;·:~:~~.-:-:::-:~•::~ •: ' ••·•~ .~\/:1:;,,;(1;:f'. .. ~f-R~ENE~YDISSIPATORPER + + + • ~ --+-·+·--+-+ +· ..,.--+ + r "~, j ,, 1/1 D-40, J;(PE 1, USE No. 2 BACKING • • + + • + + + ,• •· • +,, ' ./ :," ,f,. '· 12" TIii(,/( 0',fJ/ 12" T/1/CI( RUER FABRIC .. ,r-11' + + ♦ -... ·--'. -' ///,'.)( 1fi (10' X 5') ~ ~--j-,_,,t + + ♦ ---':-;--~·/_1ft/1J ' 0 15 JO 50 90 SCALE : 1"=30' NOTE: THIS SHEET IS FOR EROSION CONTROL USE ONLY. REFER TO SHEETS I THROUGH 7 FOR GRADING AND CONSTRUCT/ON OF PR/VA 7f IMPROVEMENTS. ,,f,// . .·.·. EROSION CONTROL PLANS FOR: REDEEMER BY THE SEA LUTHERAN CHURCH OF CARLSBAD APPROVED LLOYD B. HUBBS.Pr &C ~ ,e-.d' /&/,:,qc'-eM 11,u,;1;/,.., CITY ENGINE~ PE2J8ag' EXPIRES 12 31 D5 DATE .--!5(1H.==77~==--:,,-e>rot'.=='N.--./:NG/Nr:= .... ~--R.;;;'/NG=-,-c/NG.=-,1'~---_--,-_-_i+---~---_-1..,.-..bl/;,1.)._L __ -_-_-_-~------~------~------------~----_-_-_-_-_-~_t+--~-,,,-~-~-ti-:_c::_:::c_;_tt---;.--;::-~---.r~--::::-;:--:;-1,; ~o==w'=N::::;B=Y,==;;;=~===P=R=o=JE=C=T=N=o~.=:::::;-;:D:::R=A=w=1N=G:==N~O. CONSULTING ENGINEERS DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: er 00-2'2 401r_,a 21b7 NcWCASlle AVCNUE SUllE 103 REVISION DESCRIPTION OTll[R APPROVAL CITY APPROVAL RVWD BY: J Jl'1 CARD FF BY THE SEA. CA, 2007 l:.NGINl:.l:.R OF WORK TEL. 760 436-!3500 FAX 76b 436-8603 JOB No. 02-011 10/10/02 1122.02 • EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT RICI-I JOHNSON AT (619) 297-4156 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO F,iC/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT Tl-IE APPROVAL OF THE ENGINEERING INSPECTOR. 4. Tl-IE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES W/-IIC/-1 MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WI-/ERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM Tl!E FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL 8£ IN PLACE AT Tl-/£ ENO OF EACH WORKING DAY 'M-/EN Tl-/£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FDR TY PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE 'MT/-/ 3/4 INC/-/ MINIMUM AGGREGATE 11. SHOULD GERM/NATION OF HYDROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/CATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYOROSEEOING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC VIAU OR STREET. b. ALL SLOPES 4 FEET OR MORE IN I/EIGHT. 2. AREAS GRADED FLATTER TI-/AN 6: 1 'M-/EN ANY OF THE FOLLOWING CONDITIONS EXIST· a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES Tl-IA T ARE GRADED 6: 1 OR STEEPER AND Tl-IA T ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTION- AL SYSTEM OF LOW PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SI-/ALL BE !RR/GA TED AS APPROVED BY THE Cl TY ENGINEER, PRIOR TO 1-/YOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC .REGARDING THE NUMBERS, TYPES ANO COSTS OF Tl-IE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF Tl-!£ SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. 1-/YOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS TI-/AN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILL£A MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE TI-/E AREA BEING 1-/YDROSEEDEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR B,90ADCAST/NC BEFORE HYDROSEEDING. ,. AI.L SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIF'/CATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCI-/ (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATER/AL. WI-/EN STRAW IS USED IT MUST BE ANCHORED TO Tl-/£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF Tl-/£ STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WIT/-/ 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYOROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT AR£ SUFFICIENTLY FRIABLE. c. RIPPING AREAS Tl-IA T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO Tl-IA T IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED 8£0. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. 1-/YDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE 1-/YOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. p: \ad□mon\02011 ec1 .dwg PUBLIC R/GH T- OF-WAY l--1 • --=50='M ,'=N. --~-1 L T ,-::,,,, ·-'Milo , •"' EXISTING GROUND __L 14'M/N. -, -, 0 PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE _,/ ANCHORING DETAIL * DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS ANO EXCAVATE A 2. STAPLE WIRE FENCING TD 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. """'" ~ . ,.,,.,., ____ --:,.-----_________,-;/____,.,-~_1_iP.ll;' ,~ -'I 1 . -----4[°1= I I !:!--lr----~-~ -/--:,_---/-~:a?'k-. --- ------::-, -11f;;'!r;);rl1~4TI--4 IN (10 CM) --- SILT FENCE EARTHEN RIDGE MIN. 2 FT UNLINED SWALE & BERM GRAVEL FILTER I . -WIRE SCREEN I FIL TEREO WA /ER SEDIMENT CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET COMPACTED SOIL - TO PREVENT PIPING WITH GRATE () )36 STRUTS STAKED -STRAW BALE -2X6 STRUT(S) HAY BALE SILT BARRIER ---~ __ _,,... 3 FT (0.9 M) MIN. RUNOFF C..: ...___ ___ r _____ ~ GAP BETWEEN BAGS TI-/REE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS LOG CHECK DAM POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) j (A) COARSE AGGRE~:ATE" I FLOW ---24 IN (61 CM) o n L (B) L=OISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM THREE LAYERS OF r GRAVEL BAGS (TYPICAL) 7' MIN. r II J J l l ~liJ~1.n:rnu~_\ I,\~ I 1im~Tn~TTf;I\_f~l'~ 1 i1F\n3u.r·, l 1irn1~mll-'-11i 1:;,,~~fll'._I_ J\E.~1 1 O' MIN. STREET UNDERCUT TYPICAL STORM DRAIN INLET EROSION PROTECTION LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM EROSION CONTROL BLANKET FIBER ROLL RIPRAP FLOW -----CL~-- I I ~ I I 1 \) I I ►bi I I I GRADE LOTS TO ' QUANTITY 1 EA 8.0 AC 1320 EA SYMBOL ----- ~/ ~/ ~/ ~/ t cararaxrrn __ ..,. .... ~ 51,000 SF + + + + + + + + + + + + + + 600 LI' [Xx'X>OOOOOOOOO 3 CY J , y 1 r 1 , W-.,-!llrnl"'(, s'l1;,U1i11!_llrn~~miut.1u- 1. o· MIN. SECTION 'A-A' !f- l TYPICAL LOT ,..,. c+---ORAIN TOWARD : EROSION PROTECTION N I I N I I TYPICAL LOT OUTLET VELOCITY CHECK DAM ?OW /!RD? t /?Jfi'OHN t:N6/Nt:t:KIN6, INC. CONSUL TING ENGINEERS 2187 N[WCASTL[ AV[NU[ SUITE 103 CARDIFF BY THE SEA, CA., Q2007 IU. 7ti0/4J6-8500 FAX 760l4J6-860.3 DATE DATE l,__ _ _,___J __ --------------+---+--+-----+---I uu ciTErGIN~rNG ~~fifu~N~Ao CTu -··-+---1--------------------+---+----+---+---l EROSION CONTROL PLAN FOR: REDEEMER-BY-THE-SEA LUTHERAN CHURCH OF CARLSBAD -~ --+-----t----+-----1 ~===================== APPROVED: LLOYD B. HUBBS d Y l----+----+------------------l------+---+---+.----1 d 5 rr ,,,,_.,.,. 1,,£,---;• = f~ 1//✓1-k;,.... CITY ENGlt-HR PE:r.IB89 EXP. 12/31 /05 DAit ~~=~==~~=;~=========:::'.:::::'::;';::::====:====: 1--==-f-=c-+----------------f-----l--,---+--:c-::=--t-:-=c-----l OWN 13Y: :~ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: L__C_T_0_0_-_2_2 _ __, 4bJ-5A JOB NO. 02-011 l(J /IQ /02