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DWG 430-2A; CUP 04-14; NORTH ISLAND CREDIT UNION; 01-10
. r !\ l PRECISE GRADING AND EROSION CONTROL PLANS GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 1516 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARD/NC CRADINC SHOWN ON THIS SET OF PLANS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS 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 ENCINEER-OF- WORK FROM RESPONSIB/1/ TY FOR THE CORR EC T!ON OF ERRORS AND OMISSIONS DISCOVERED DUR/NC CONSTRUCTION. 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 PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAM/NC 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 HA VE A RA TINO OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RAT/NC CU/0£ 5 UNLESS EXEMPTED BY SECTION 30l.(b)5 OF THE UNIFORM BUILDING CODE, RETAIN/NC WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM! TS FROM THE BUILDING DEPARTMENT 6. NO WORK SHALL BE COMMENCED UN T/1 ALL PERM! TS HA VE BEEN 08 TA/NED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENC/NEER DOES NOT AUTHORIZE ANY WORK OR GRAD/NC TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID CRADINC PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE Cl TY ENGINEER, NO TED WI THIN 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 Cl TY ENGINEER. 10. THE ORIGINAL DRAW/NC SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE an II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DUR/NC 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 8 Y A PROFESSIONAL ENC/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO TH£ Cl TY ENC/NEER/NC INSPECTOR WITHIN TWO WORK/NC DA 15 OF THE COMPLETION OF FIELD TESTS 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T!ON REGARD/NC ADHERENCE TO RECOMMENDATIONS OUTL!Nf.D IN THE SOILS REPORT IS REQUIRED PRIOR TO TH[ ISSUANCE OF A BUILD/NC P[Rfr/lr ALL CONTROLLED GRAD/NC SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PR/NC/PALLY DO/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, ALL FILL OR FUT/JR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/CATION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRE.CONSTRUCTION MEET/NC SHALL BE HELD AT THE SITE PRIOR TO THE BECINNINC OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TEST/NC AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT!ON MEET/NC BY CALL/NC THE INSPECTION LIN£ AT (160) 438-3891 AT LEAST FIVE(5) WORK/NC DA 15 PRIOR TO START/NC CONSTRUCTION. THE CONTRACTOR WILL THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCT!ON MEETING. APPROVED DRAW/NC MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRAD/NC PERM! T WILL 8£ PRO VIDEO 8 Y THE PROJECT INSPECTOR A T THE MEETING. 15 ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT!ON MEET/NC WILL BE MADE BY CALL/NC THE ENGINEER/NC 24-HOUR INSPECTION REQUEST LINE AT {619) 438-J891./NSP£CT/ON REQUESTS MUST 8£ RECEIVED PRIOR TO 2·00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P. M. WILL BE SCHEDULED FOR TWO FULL WORK DA 15 LA TER. CITY OF OCEANS/OE .,., CITY or ENCINITAS VICINITY MAP NO SCALE NOT£!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR V£RllCAL SURVEY CONTROL O'Day Consultants, Inc. CITY or VISTA ~o,p_ CITY or oA SAN MARCOS NOT TO 51:'AL[ FOR NORTH ISLAND CREDIT UNION (POINSETTIA VILLAGE) 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 SO/EL Y RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOW/NC THE DESIGN OF SHORING, BRACING SLOP/NC OR OTHER PROVISIONS TO 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CA VINC GROUND DUR/NC THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DUR/NC THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T!ON. IF THE PLAN VARIES FROM THE SHORING 5/STEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REC/STEREO ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA T!ON PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA T!ON. 18. NO BLAST/NC SHALL BE PERFORMED UNTIL A VALIO BLAST/NC PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLAST/NC PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAST/NC OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DUR/NC CONSTRUCT/ON, OPERA T/ONS WILL CEASE IMMEDIATE/ Y. AND THE PERM/TT£[ WILL NOTIFY THE CITY ENC/NEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT[£ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENC/NEER TO DO SO. 20. ALL OPERA T!ONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARM/NC UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T!ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRAD/NC EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A.M. AND SUNSET EACH DAY, MONOA Y THRU FRIDAY AND NO EARTHMOVING OR GRADING' OPERA T!ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENC/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAL TWO FULL WORK/NC DA 15 PRIOR TO BECINNINC OF WORK. 22. IMPORT MA TE.RIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ 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 GRAD/NC OPERA T!ON. 23. BRUSH SHALL BE REMOVED ON/ Y WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRAD/NC RE.SUL TING IN THE POND/NC 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 8£ AS SHOWN AND AS APPROVED BY THE CITY ENC/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH CRAOE TO PRODUCE A UNIFORM 'SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SI TE APPROVED OF 8 Y THE Cl TY ENC/NEER. 27. ALL SLOPES SHALL 8£ !RR/CA TED, STABILIZED, PLANTED AND/OR HYDROSEEOEO WITHIN TEN (10) DA 15 OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS 28. LANOSCAPINC SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, 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 GRAD/NC PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE AND !RR/CAT/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-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 SDRSD S-4 T'rPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIP£ JI. WHERE AN EXIST/NC PIPE LINE IS TO BE ABANDONED AS A RE.SULT OF THE GRAD/NC OPERA T!ON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILD/NC OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENC/NEER 32. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXIST/NC FACILITIES (ABOVE GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENT/ Y AHEAD OF GRAD/NC TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR TINO GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERCROUNO SERVICE ALERT (800) 422-4133 SDC&E (800) 660-7J4J PACIFIC BELL (800) 892-0l2J ADELPHIA CABLE COMMUNICATIONS (160) 4J8-174I COX COMMUN/CA T!ONS (160) 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (160) 4J4-2980 * CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760) 4J8-2722 * SAN 0/ECU/TO WATER DISTRICT (160) 63J-2650 * LEUCADIA COUNTY WATER DISTRICT (160) 75J-0155 * VALLEC/TOS WATER DISTRICT (760) 744-0460 * OLIVENHAIN WATER DISTRICT (160) 75J-6466 * BUENA SANITATION DISTRICT (160) 726-IJ40 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS.- A. FOR CONTROLLED GRAD/NC-THE APPLICANT HIRES A CIVIL ENC/NEER, SOILS ENC/NEER, AND/OR CEOLOC!ST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /1516.120.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A CRADINC PERMIT-THE FOLLOW/NC REPORTS MUST 8£ SUBMITTED TO THE CITY ENC/NEER VIA THE PROJECT INSPECTOR /15.16.120.10/ CARLSBAD MUNICIPAL CODE.- (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STAT/NC ALL GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT/NC AND !RR/CAT/ON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT). HYDROLOGIC REPORT A HYDRO/CIC REPORT WAS PREPARED BY OVAY CONSULTANTS, INC. ON MAY 12, 2005 TITLED "HYDROLOGY & HYDRAULIC STUDY, NORTH ISLAND CREDIT UNION (POINSETTIA 11/LACE), CUP 01-11, owe. NO. 4J0-2A (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC 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 ENC/NEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERE.TD. (4) REPORT WITH AS-BUILT CEOLOC/C PLAN. IF REQUIRED BY THE CITY 35. UNLESS A GRAD/NC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) YEAR AFTER THE Cl TY ENC/NEER 's APPROVAL, THESE PLANS MA Y BE REQUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED CEOTECf/NICAL INVEST/CAT/ON REPORT, TWO RETAIL STRUCTURES-PAO 4 AND PAD 6 PREPARED BY CONVERSE CONSULTANTS, DA TED APRIL 5, 2005, SHALL BE CONSIDERED AS A PART OF THIS CRADINC PLAN. ALL GRAD/NC SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA T/ONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. Jl. ALL CONSTRUCT/ON ACTIVITIES SHALL BE PLANNED SO THAT GRAD/NC WILL OCCUR IN UNITS THAT CAN 8£ EASILY COMPLETED WITHIN THE SUMMER CONSTRUCT/ON SEASON. ALL GRAD/NC OPERA T/ONS SHALL 8£ LIMITED TO APRIL I TO OCTOBER I OF EACH YEAR. ALL AREAS DISTURBED BY CRAD!NC SHALL BE PLANTED WITHIN 60 DAYS OF !NIT/AL DISTURBANCE AND PRIOR TO OCT I WITH TEMPORARY OR PERMANENT (IN THE G4S£ OF FINISHED SLOPES) EROSION CONTROL METHODS. THE OCTOBER I GRAD/NC SEASON DEADLINE MAY BE EXTENDED WITH THE APPROVAL OF THE CITY ENC/NEER SUBJECT TO IMPLEMENTATION BY OCTOBER I OF EROSION CONTROL MEASURES DESIGNED TO PROHIBIT 0/SCHARCE OF SEDIMENTS OFFS/TE DUR/NC AND AFTER THE GRAD/NC OPERATION IS COMPLETED. EXTENSIONS BEYOND NOVEMBER 15 MAY 8£ ALLOWED IN AREA OF VERY LOW RISK OF IMPACT TO SENSITIVE COASTAL RESOURCES AND M4 Y BE APPROVED EITHER AS PART OF THE ORIGINAL COASTAL DEVELOPMENT PERMIT OR AS A FORMAL AMENDMENT TO AN EXIST/NC COASTAL DEVELOPMENT PERMIT. ENGINEERS NOTES I. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS A !TENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS THE CONTRACTOR IS REQUIRED TO TAKE OU£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXIST/NC FACILITIES OR STRUCTURES NOT SHOWN. 2. THE CONTRACTOR SHALL VERIFY THE LOCA T!ON OF ALL EXIST/NC FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFY/NC EXIST/NC SITE' CONDITIONS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL AND FIELD SURVEY METHODS FROM /NFORM4TION GATHERED ON FEBRUARY 10. 2005 BY OVAY CONSULTANTS INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. LEGAL DESCRIPTION: PARCEL IO OF PARCEL MAP NO. 15181, IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/ECO, SATE OF C41/FORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 28, 1988, RECOROER's FILE NO. 88-140044 OF OFFICIAL RECORDS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6 70J OF THE BUSINESS AND PROFESSIONS COD[, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD 00£5 NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0 VAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, C41/FORNIA /2008 (160: 9J:-7700 . ,,,- ~"( DATE tJ //(.) /o ) PATRICK N. OVAV V R.C.E. NO. 27214 EXP. J/Jl/07 ~1',0f E SS I Ot11 r5>.,,,.,-;;--:,,--...''1( tf ,.__1f,K N. oh ~ VJ Q_~ 1'i_ ..- 0 NO. 27214 ~ w "' °" "' * EXP. J/31/07 * u'Jc C/V\l ei!::"' '1;-, OF CALI<~ EARTHWORK QUANTITIES* CUT.· 180 CY FILL.-2/iQ CY 4. SEE ARCHITECTURAL PLANS FOR DETAILS ON HANDICAP RAMPS, TRASH ENCLOSURES AND MONUMENT SIGNS. IMPORT.-8.Q CY 5 SIGHT DISTANCE CORRIDORS.· NO STRUCTIJR[, FENCE, WALL, TREE, SHRUB 5/CN OR OBJECT OVER JO" ABOVE THE STREET LEVEL MAY 8£ PLACED OR PERMITTED TO ENCROACH WITHIN THE AREA IDENTIFIED AS A SIGHT DISTANCE CORRIDOR IN ACCORDANCE WITH CITY STANDARDS. THE UNDER/ YING PROPERTY OWNER SHALL MAINTAIN THIS CONDITION. EXPORT.-0 CY R£M£0/AL.-1290 CY * VOLUMES SHOWN DOES NOT ACCOUNT FOR BULKINC/SHRINKACE OWNER's CERTIFICATE I (WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRAD/NC ACTIVITY ANO AD/15£ ON THE COMPACT/ON ANO STABILITY OF THr ,{!TE-,, , 1 mtvJv f,. l,l)~ I.,• 14-oS" NAME I DATE APPLICANT /OWNER JANET I. PETERSEN/MA~ (,. yU.I\Tt'ltl..O DONAHUE SCHRIBER REAL TY CROUP LP & POINSETTIA ASSOC/A TES CO-TENANTS 200 EAST BAKER STREET, SUITE I 00 COSTA ME.Sil, CA 92626 CIVIL ENC/NEER 0 VAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST SUITE 100 CARLSBAD, CA 92008 (160) 931-7700 DATE OF PREPARATION MARCH I, 2005 BENCHMARK: PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 214-430-22 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 198 £ 6237 SOILS ENGINEER'S CERTIFICATE I, KRISHNAMENON NAOARAJA, A REC/STEREO CIVIL ENC/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAOE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF MARCH 25, 2005 AND MARCH 28, 2005. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENC/NEER. s1cN£0. J. /?Ash,-.,..~ ~ oos P.E. NO: C 6496~ / DATE.-Ob l"I-:I. LICENSE EXP/RA kON LlA T, ·£: 6/30/2007 11:1,ofESStotli (SJ ""< <J' :v,-'iJ\O N ,t, ~ /;:; ~~ 1, - co Ji C 64969 ~ ~ ~ ~ c:._ Eti * EXP. Y""I O'f--4 * u'Jo CJV\\, ,;,;:,~ '1;-f' OF C/\ll<'.Jl; DESCRIPTION: 2" IRON PIPE AND DISK STAMPED CLSB-IJ4 LS 6215 (CITY OF CARLSBAD CONTROL PT. IJ4) c~~~, FEB. 2005 DESIGNED BY: T.L.G., J.C. DATE: DRAWN BY: M.P. SCALE: AS SHOWN PROJECT MGR.· T.LG. JOB NO.: 05-1118 ~ "AJ BUil T" /n - , Jn 1Yi/0 1 NW~ 4--Zc-11 '-" \ I ~ RCE -"),5 Ii,?, 1 EXP /t?' _::, J "t. DA TE LOCATION: IN MEDIAN ISLAND OF AVE.NIDA ENCINAS 440 FT £AST OF LOGANBERRY OR/VE 0. 4 Ml. SOUTH OF POINSETTIA LANE AND 14 FT WEST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17211) s 271 0 Loker Avenue West Civil Engineering ENGINEER OPv--( ?f o(o -{ Suite 100 Planning Carlsbad, California 92008 Processing 760-931-7700 Surveying CONSTRUCTION PRIORITY: ELEVATION: 7140J DATUM: NAfV 88 4121/ 11 JPS 11\ A 5 -BUil TS DATE INITIAL WORK TO BE DONE TH[ GRAD/NC WORK SHALL CONSIST OF THE CONSTRUCTION or ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANT/NC OF PERMANENT LANDSCAPING AND PRE PARA T!ON OF AS-BUILT GRAD/NC PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION OR AS DIRECTED BY THE CITY ENGINEER.· I. C4RLSBAD MUNICIPAL CODE. 2. CITY or CARLSBAD STANDARDS J THIS SET OF PLANS 4. RESOLUTION NOs. 58JJ, 58J4 & 5835, OATEO FEBRUARY 2, 2005. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORTS AND RECOMMENDATIONS BY CONVERSE CONSULTANTS DATED APRIL 5, 2005. 1 THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION OEVELOPMENT PERMIT CONDITIONS DATED FEBRUARY 2, 2005. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA . 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY N/A DAT£0 N/A WD/0 NO. NIA 11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY PARDUE, CORNWELL & ASSOCIATES INC. DATED MAY 12 2005. 12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STATE OF CALIFORNIA, DEPT OF TRANSPORTATION, CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION LOT LINES , , , , , DAYLIGHT LINE EXISTING CONTOUR ' PROPOSED CONTOUR · EXIST/NC SPOT ELEVATION EXIST/NC FLOWLINE ELEVATION EXIST/NC SLOPES , , , , , , STD. DWG. PAD ELEVATIONS , , , , , , , , , , , , , , , , , , , , , , , , , FLOWLINE ELEVATION , , , , , , , , , FINISHED SURFACE SPOT ELEVATIONS, FINISHED GRADE SPOT ELEVATIONS SAW CUT EXISTING AC PAV/NC, , EXISTING CURB TO BE REMOVEO' SYMBOL ' --~------__ -45 --- ·------<fr ' ft!V-- ~ -), ----), --- ---L~-----_J '·--- PAD=46.3 .l~OO 45oq I'S 45.IL • FG EXIST/NC AC PAV/NC TO 8£ REMOVED ' EARTH SWALE,,,,,,,,,,,, ' ' ' ' ' ' ' ' ' ' ' ' ,•., ,, ~ ~ ----o>- ,,© 6" CURB , , , , , , , , , , , , , , , , , , C-1, , , ,,, ; ·. ---~--c@~ 6"CURBANOCUTTER·' '·' '' ·''' '' ·G-2• '' ''' •,:·:====== t. ·. i CONCRETE SWALE· , , ,C-13 MOO. (SEE SHE£f-iJ'fOR DETAIL), .• ,, ,{i:t~\~ .. , ~ -@ •C '* PARK/NC STALL (SEE SHEET 5) Tl ~ 4.5, ,4" A.C./6" BAS£, RfilB @ *' TRAFFIC AISLES (SEE SHEET 5) Ti ~ 50, •4" A.C./6" BAS£· CONCRETE PAV/NC, , , , , , , , , , , , , , , .(CS-16), , , , , A.C. OVERLAY (SEE SHEET 5) Tl ~ 4.5, ,2" A.C. (MIN.), , , PEDESTRIAN RAMP, . . . . . . . . . . S/OEWALK/HARDSCAPE, , , , , , , , , , , , , , , , , , , · , , 6" PVC STORM DRAIN (SOR 35) , , , , , , 0-60• 12" ATRIUM CRATE & 6" RISER NSD/1280 (OR EQUAL), , , , , , , BROOKS BASIN, SIZE PER PLAN (WITH , . , , , , , , , , , , TRAFFIC COVER, UNLESS OTHERWISE NOTED) ! ~, ® ..... ' .. '•,•''' ·0 \_7 1/2" (MIN.) CONC. 1:1:1:11@ ~ SO= C8J □ OUANTI.TY 369 LF J84 Lf 7,466 Sf 845 LF 446 Lf 88 IF 1,400 Sf 9,110 sr J/5 Sf 1,800 SF 4 £4 SEE ARCH PLANS 157 IF 7 EA 3 £4 6" FIRE HYDRANT ASSEMBLY , , , , • , , , , •C.M.W.D. W-12· 6" DOUBLE CHECK VAL fT DETECTOR ASSEMBLY, ,C.M.W.O. W-22, ~ ----t::!"!11!1 SEE owe. NO. 267-2 SEE owe. NO. 267-2 SEWERLINE· · · - -S - - SEWER LATERAL· · · · · · · · · · · · · · - --@ I £4 WATERLINE• • · · • • · • • · · • · · · • --W-- WATER LATERAL · · · · · · · · · · · · · · · · · · · · · · · · · · - ---@ I £4 '* MINIMUM SECTION fil N()TF· OUANT!T!ES SHOWN ANO WORK TO BE DONE SHALL 8£ VER!Fl[O uv m"[RAQJ2R-i:e.:;/S SATISFACTION. ST/?£ ET LIGHT'. . . . . . ............ ; . . . . •---::-rt ~LANNIN$, DEPARTMENT APPROVAL )"2,,, DATE G ,,el/OS (SIGNED) 1:J:~A ,PLANNING DIRECTOR DATE.6$/0') (5/CNE&V RECOMMENDED BY· Milke! ~t, (PRINT NAiir" I SH,ET I CITY OF CARLSBAD UQJ ENGINEERING DEPARTMENT 0 PRECISE GRADING PLANS FOR: NORTH ISLAND CREDIT IJNION (POINSETTIA VILLAGE) CUP 04-14 COP 04-22 SOP 82-03 (0) APPROVED ,J Y- A • ;t-"/7 · d/ ' ' L LLOYD B. HUBBS C,i~'Ji.a. <," CITY ENGINEE'R PE 4"1889 EXPIRES 12-31-05 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL r>'/ REVIEWED~ ?-.d-4-Z6-/( /,, /; DATE: Fax: 760-931-8680 www .odayconsultants.com PATRICK)/. O'DAY C7 RCE: 27214 MEDIUM CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I,,/ CUP 04-14 4J0-2A INSPECTOR DATE G:\05111Cl\O:i'1:3GHJ'.ciwg Jur· 13, 200b 10:JLurn .:<-efs: 0513G1 "-=-----.:.. ---------.. ~·- ,----- , ~,-I :,> ' ' I ) 0 :E ..... G) 0 ~ -..... w 0 0 I ,..,.., )> •-------=--•--- EASEMENT TABLE (jtO) DATE REC. DOC. NO. BENERCIARY NATURE OF EASEMENT I 3 28 88 FIL£ NO. 88 140044 CITY OF CARLSBAD CLEAR SPACE £AS£M£NT 2 3 28 88 FIL£ NO. 88 140044 PUBLIC PUBLIC UTILITY &-C£N£RAL ACCESS EXISTING UTILITY DATA TABLE , , , , ~ I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 0£SCRIPTION EXIST. SEWER 1.1.H. RIM 64.87 /£ 54.62 EXIST. SEWER C. 0. RIM-66. 07 /£ 58. 77 EXIST. 8. 1-CP CRA V/TY S£W£RLIN£ EXIST. 10' ACP WATERLINE EXIST. C.I TC 64.91 /£ 59. 18 EXIST. C.I /£ 60.07 EXIST. 18' RCP STORM DRAIN EXIST. 60' RCP STORM DRAIN EXIST. 18' RCP STORM DRAIN EXIST. C.I TC 62.26 /£ 58.26 EXIST. 60' RCP STORM DRAIN EXIST. FIR£ HYDRANT EXIST. FIR£ HYDRANT EXIST. FIR£ HYDRANT EXIST. 2. WATER LA T£RAL EXIST. 6' SEWER LATERAL EXIST. 2 • /RR. S£RV/C£ &-1,1£T£R ' RIM £L£VATIONS A.RE P£R SURVEY SHOT FEBRUARY 10. 2005 NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'ff:R llCAL SUR 'ff:Y CON TROl. O'Day Consultants, Inc. R£F£R£NC£ DWC. DISPOSITION owe. NO. 232 3 STA. 8+ 12.35 R[l,/A/N owe. NO, 232 3 STA. 2+85.00 R£/,/A/N owe. NO. 232 3 R[l,/AJN owe. NO. 232 3 R[l,/A/N owe. NO. 261 2A R[l,/A/N owe. NO. 267 2A R£/,/A/N owe. NO. 267 2A R[l,/A/N owe. NO. 261 2A R[l,/A/N owe. No. 232 J R[l,/A/N DWC. NO. 232-3 STA. 30+05.90 R[l,/A/N DWC. NO. 232 3 R[l,/A/N DWC. NO. 232-3 STA. 10+27.00 R£/,/AJN DWC. NO. 232 3 Slit 1+47.00 R[l,/A/N DWC. NO. 267 2 STA. 3+59.00 R[l,/A/N owe. NO. 267 2 STA. 3+0000 R£/,/A/N /,/AK[ CONNECTION owe. NO. 267-2 Slit 2+92.00 R£/,/AJN /,/AK[ CONNECTION owe. NO, 267 2 STA. 2+56.00 R[l,/A/N 2710 Loker Avenue West Suite 100 Carl!lbad, California 92008 760-931-7700 Fox: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying R/W 100' R,IW DISPOSITION 10' 40' 40' 10' W D ~ /!J1IU OAD.f"~ JJAn 70, Hf/ 5.5' 32' 8' 8' 32' 5.5' I 25. -...<'/ ----=,~ .__ .__ 2:r -- 27.ZC,z,mmm-z.b J >-zJJ~--1F £x1sT~ SIDEWALK l £X1ST1Nc 6• TYPE ·c· CURB &-CUTTER I ~~~%%~~~~.:r- DESIGNED BY: T.L G., J.C. DATE: FEB. 2005 DRAWN BY: M.P. SCALE: AS SHOWN PROJECT MGR.· T.LG. JOB NO.: 05-1118 ENGINEER OF WORK : 6/to/ oy DATE: RCE: 27214 PL /0' TYPICAL SECllON -A VEN/QA ENCINAS 20' NO SCALE (LOOK/NC WEST) 60' 20' PL 10' TYPICAL SECllON -LOGANBERRY ORM (PHJYATf) DEPTH= NO SCALE (LOOK/NC NORTH) 3' 0.12' _ __J I-r P.c.c. (560-c-3250) A Wi/M SHOWN ON PLANS IIOQIREO G-IJ CONCH£T£ SWALE NO SCALE 1if2If; I. S££ SAN 0l£CO REGIONAL STANDARD DRAW/NC C-13 FOR ADDITIONAL NOTES AND DETAILS. " S BUil T" 4-zz-11 DATE BENCHMARK: DESCRIPTION: 2" IRON PIP£ AND DISK STAMPED CLSB-134 LS. 6215 (CITY OF CARLSBAD CONTROL PT. 134} LOCATION: IN /,/[DIAN ISLAND OF AV£NIDA ENCINAS -140 FT. £AST OF LOGANBERRY DR/I/£ 0.-1 Ml SOL/TH OF PO/NS£mA LAN£ AND 14 FT. HfST OF ISLAND CURB NOS£ RECORD FROM: CITY OF CARLSBAD SURV£Y CONTROL (ROS 17271) ELEVATION: 77.403 DATLM: NAvD 88 R~ CONSTRUCT/ON PRIORITY: MEO/UM INSPECTOR I \ \ 4/21/11 uPS DATE INITIAL ENGINEER OF WORK LOT 10 INOEXW SCALE: f • = 100' SH££T INDEX SH£ETNQ I 2 3 4-5 6 7 8 9-10 /1\ A'5 -8CIILTS REVISION DESCRIPTION G: \051118\0518G102.dwg JL.n 17, 2005 11 52am Xrefs: 0518G1; 0518map; 0518S1TE; 05 18TP; 05187UTL ' DATE 25' 100' 50 200' SCALE: 1" = 100' 0£SCR/PT/a¥ Till£ SH££T KEY MAP, DETAILS AND STR££T SECTIONS 0£1,/0LIT/ON PLANS GRAD/NC PLANS PA 1/£1,/[NT SECTIONS. STRIP/NC &-SICNAC£ PLANS HORIZONTAL CONTROL PLAN BMP PLAN £ROS/ON CONTROL PLANS 1 S,ET 1 CITY I sH10s I OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING Pl.ANS FOR: NORTH ISLAND CREDIT UNION (POINS£TT/A Vlll.AGE) CUP 04-U CDP 04-22 SOP 82-03 (D) APPROVED dY /4 & •'"'tiff ~c ;,( LLOYD B. HUBBS ?,b;/.,,, :r CITY ENGINE~ --i;--3889 EXPIRES 12-31-05 DATE - OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL ,, / / CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: 1 .,, CUP 04-14 430-2A l 051911 + / / / NOTE!! { / / I I I 6 .2 t ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1£RTICAL S/JRl£Y CONTROl ')'Day Consultants, Inc. - 66.5 ,-- \ LOT LINE -_.,,. 2710 Loker Avenue West Suite 100 Cor1sbad, California 92008 760-931 -7700 Fo,c: 760-931-8680 www.odayconsultont1.com 656 654 + /. ·-·+·-· I I I I I Civil Engineering Planning Processing Surveying I ✓--._ / ·-. .,. 659 ,,.. +· ,/ / /·-·-/ ~-·-· / 65 1 / ;+ /,t 65 6\ l. "-~ \ --., I . ·-~ 1\ ~j t.1' ~::,;.__/ > I + -I -~-::,.---' 65 J.:, \ \ \ I I I -\-:::::: ~µcl :::::: - -"' ,/,_.., JO' 60 ' -.,,. . a I I Cr 0 . r' ! I I 66.0+ / -~ /' / ./ -·-·-,,.... ·-·-·-·-,· r1 I I I I I I / / . / + 655 ~. I ~, / 65t / / _,,, 66.0 / / / / ,, / / / / / ,, / / / ,, / / / / ·-·-·-·-·-·/ ,,,,,,,,,,,_-------- / / / / +662 66+ 664- 66+ 66.+ +662 I I I I I I 11 l 1 I 1---t 1 -I \ ; 1,1, < ~ I I I I I +~-~ I l,, I ~ (1 ~1 I I I ~ I 66.+ I I i:i' I )... I ~ I I ~ t I D "-+659 +656 -4' 5.6 +65.B ' "-} ---- D _067 --0 AVENIOA ENCINAS DESIGNED BY: T.LG .• J.C. DATE: FEB. 2005 DRAWN BY: M.P. SCALE: • • 0 PROJECT MGR.· T.LG. JOB NO.: 05-1118 ENGINEER OF WORK: 6/to/oS DATE: REVIEWED BY: ¼U" RCE: 27214 INSPECTOR ~60 66.B + 66.3 __r4- 66.6 7f '-r UIL T" ~ 4-22·11 .,,,,,,. E. DATE B : : I : I ~ I , I f I I IF-=::::\:: I I 7 I I I I I I I I ' I I I ~ - -....,.._L= =-~ I I I I I I ! I I BENCHMARK: DESCRIPTION: 2• IRON PIPE ANO DISK STAMPED CLSB-134 L.S. 6215 (CITY OF CARLSBAD CONTROL PT. 134) LOCATION: IN MEO/AN ISLAND OF A VEN/DA ENCINAS ,UO FT. EAST OF LOGANBERRY DRIVE a4 Ml SO/JTH OF POINSETTIA LANE ANO 14 FT. Hf"S T OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17211) ELEVATION: 77.403 OAT\JM: NAvD 88 CONSTRUCTlON PRIOR/lY: MEOIUAI \ H ) 0 4/21 / fl JPS /1\ AS -/JUILTS DATE INITIAL ENGINEER OF WORK REVISION G: \051118\0518G103.dwg Jun 15, 2005 12: 16pm Xrefs: 0518G1; 05187UTL; 0518mop I / ( rs \ / \_ r DESCRIPTION DATE LEGEND O£SCRIPTION SYMBOL LOT LINES • • , , , , , , , , , , , , , , , , EXIST/NC CONTOUR · .......... · · __ 45 - SAW CUT EXIST/NC AC PAWNG , , , , , , -·-· -· -· -·- · - EXISTING CURB TO BE REAIOVEO· · · · · · --------- EXISTING AC PAWNG TO BE REMOVED · · · o· 20' 10 40' SCALE: 1" = 20' QUANTITY 369 LF 384 LF 7,466 SF I SJ ET I CITY OF CARLSBAD I SH,oS I ENGINEERING DEPARTMENT £X/SllN(i IAIPHOV£Al£NT HEAIOVAL FOH: NOHTH ISLAND CHEOIT IJNION (POINSETTIA VIL.L.A(i[) CUP (H.-f,I COP (H.-22 SOP 82-03 (0) APPROVED 8 Y a <<-,,,,; a ~"i. -~ LLOYD B. HUBBS ~i?t.,,, CITY ENGINCR PE 3 889 EXPIRES 12 31 05 A T- INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: CIJP 04-14 430-2A 051911 0 =E (,.) (i) 2. .i::. -W co I I\) )> --./-- / ✓ r ( 1':r \{ I LOT LINE EXIST. / CURB &' GUTTER 'f,- 65.8 + '"b r:=:::::::::- ------------/ -------- =::::::::::_ ~ / ~ I / I \ \ I / I y; 66. 0 _j__ LIMIT OF WORK (T'IP.) ~ 66.0 66.35 TC 5.85 FL ---- 55,J0 TC 6~:80 FL ----- ( ,\ I ~ \ I I \ \ \__; I I 66.0 65.8 65.~ 66.-10 TC- 65.90 ;:s- + 66.14 TC 55,64 FL \ I ~ [£,, 10~ ACP ~ WATERLINE _,/ / \··~ -~ , ,.,--QJ EXIST. 8' [fil EXIST. 6~ ~ '( -SEWER ~ c:::. I \\ 2 EX/~' lffDE C...- UTY &' ACCESS ----'<:' EA 'ENT ~ 65.9 66,20 TC 65.10 rs ~~ \ 66.34 TC 65.84 FS 65.6 08:t 66.2! TC 6.5.7! fS 55,97 TC 55.41 rs I T 6. 66.10 TC 65.80 FS / l.o,r - 65.4 + 56. 10 re 65.60 fS 65.42 FL "---A.C. OlrfRLAY -SEE SHEET 6 65.5 + ~~ 65.55 FS 65.16 FS !.O,¥ + - C ' -'" -' 55.90 TC 65.40 rs 7 LIMIT OF lltl'?K (TrP.) RELOC/ITE 6' FIRE HY!JARANT ASSEMBLY-SEE 0/Kl. NO 261-2 6 (? & 65,1 _l__ A.C. OlfRLAY -SEE SHEET 6 /\ V < ' EXISTING STORM DRAIN C.I. 0 [jJ t:X!p!A~L--- SE RAH --._ ~. c; <.,j & "' • ~ " k! Cj la \ v; ~ bj I • "' " k! I Cj ~ A', CURB TRANSITION J" g• CF TO 6' CF 65.6 65.6 J!Qfil· NOT£!! EXIST/NC g• -""-:-<_I_.,; CURB FACE I. SEE LANDSCAPE OR ARCHITECTURAL PLANS FOR HARDSCAPE, GUARD POSTS, SIDEWALKS, PEDt:STRIAN RAMPS, SIGNS, LIGHTS AND TRASH ENCLOSURE. ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL ; r,,..,, ' -O'Day Consultants, Inc. --I-- • 55.17 TG 2710 Loker Avenue West Suite 100 Corlsbad, California 92008 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com --tr 66.40 F5 p=' ____,_ 6.8% HANDICAP SIGN ---",~V ~'), ~ o0· 1S \S -SEE NOTE I ~~ j- Civil Engineering Planning Processing Surveying ~" (,0' :1 j1 o· DESIGNED BY: T.LG .• J.C. DATE: FEB. 2005 DRAWN BY: M.P SCALE: 1" = 10' PROJECT MGR.· T.LG, JOB NO.: 05-1118 ENGINEER OF WORK : 6735 F5 I b(to(o!' DATE: PATRI RCE: 27214 S££ BUil T" 1 · 2'.2 · I I REVIEW~_/ ,,-Z-. ~ ~ INSPECTOR DATE 1/,l(-I/ DATE 66.31 TC 65.81 F5 ~, "' 0 BENCHMARK: r',. DESCRIPTION: 2• IRON PIPE AND DISK STAMPED CLSB-134 LS. 6215 (CITY OF CARLSBAD CON TRO/. PT. 134) LOCATION: IN MEDIAN ISLAND OF A lrfNIDA ENCINAS 440 FT. EAST OF LOGANBERRY DR!lrf 0. 4 /,I/. SOUTH OF POINSETTIA LANE AND 14 FT. HfST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURlrfY CONTROL (ROS 11211) ELEVATION : 11.~03 0ATUM : NAW 88 CONSTRUCTION PRIORITY: NED/UN , I 4/l!Jfl JPS DATE INITIAL ENGINEER OF WORK 16EXIS~~,°• SEWER f TERA r y I 11\ AS-81/ILTS REVISION G:\051118\0518G104.d..,g ~un 15, 2005 1:23pm 2 EXIST/Ni UTILITY EASEMEi DESCRIPTION Xrefs: 0518G1, 0518TP; 05187UTL; 0518-nap; 0518SITE; 051BGR0; 0518UTL \ \ 7 EXIST. 18" RCP S.D. JO' 60' \ \ ~ \ I \ \ I \ I I a \ \ \ \ I \ I I \ ,' 11 \ ~!\ I Iv~ .....,_.~ 6 EXISTING STORM DRAIN C.I. ) y ~\I \-, )1 \ ~ I / I I L-----L I ~ 181 EXISTING ~ F.H. -------- T ~ r I ~ ~ )... ~ ~ ~ "' ~ ~ 9:: ~ ~ ~ e! :.e: ~ ~ & <:::) "< • ..... "' -" k! Cj I A El ) 7 I r ~ "' ~ ,/ --r- 'I F ED 60' lffDE ACCESS T o' 10· 5 SCALE: 1" = 10' ----20' I s4ET I CITY I SH/Os I OF CARLSBAD ENGINEERING DEPAR1MENT PRECISE GRADING PLANS FOR: NORTH ISLAND CREDIT UNION {POINSETTIA Vlli.AGE} CUP fH-14 CDP fH-22 SOP 82-03 (D) APPROVED ,0)" /4~'>~ ~1r' :6 LLOYD 8. HUBBS ~/;y,:, S' CITY ENG!fJR -P -23889 EXPIRES 12-31 05 ~TE- DATE INITIAL DATE DWN BY:~ PROJECT NO. DRAWING NO. INITIAL CHKD BY: CUP 04-14 430-2A OTHER APPROVAL CITY APPROVAL RVWD BY: 072605 CURB TRANSITION 9' CF TO 5• CF: 1 re 66,2 EXIST. 1,1ATCH ,t G cuRB [XISTIWG 9• CURB FACE EXISTING CHEVRON STATION 65.81 TC 65.31 FS 65.14 TC 65.24 FS 65.11 fl EXISTING VACUUM ( EXISTING 5• PVC l__ STORM Olr!"f 65. <!'0/ 6'.:r.5),-0 ~ 65.99 TC 65.49 FL DRIVE Tl/RU SIGN -S[[ WOT[ I CURB TRANS. FROM o• TO 5• C,F, ~..JI~ 55,47 TC 65_91 rs ~% 66.34 TC 65.84 FS ( - *5.6 [rn CURB TRANS. FROM o• TO 5• C.F. = 1:r 66. FG '[0[. 1/ H. NOR. /LS CH 10[ SE, 0 I +66.2 SEE SHEET 4 CONNECTION PO/WT 2' WAT[R LAT[RAL 63.00 lP 6 tfll)ARf) POST + '-S[E'#OT[ I 8 r. I I 66.85 FG FF= 67.35 PAD = 66.85 01) [X/STIWG F.H \\ \\ I \ \ \ I 66.40 TC 65.90 FS \ f EXISTING 12• PVC ~ STORM DRAIN P[R CHEVRON BLDG. PLANS '-.. .!JQfil· - '/. Sf{ LANDSCAPE OR ARCHIT[CTIJRAL PLANS FOR HARDSCA!:{_ SIDEWALKS, P[0£STRIAW RAMPS AWO SJCNS, 2. S[[ PLUMB/f.KJ--R~S FOR SEWER AWD WATER LATEfl#. / COWW[CTIOW AT Bil!L~ "-....AJ 3. PROVIDE 3' MIN. COVER FOR PRIVA,T[ WAT[R ANO SEWER. FOR SEWER WIT/I L£SS THAW 3' COVER. --C.Q_WCR[T[ [WCAS[ ~EJ?-S, D.fl.: S. D. S -7. 66.53 FS O C.F. 66.96 TC 66.46 FS 7' CURB TRANS u.--FROM 6' TO o• C.F. .....,.,,,, P£0£STR/AW RAMP W/HAWDRA/LS ON EACH SID[ -S[[ WOT[ I ~\ ~ ., />-~ \67.03 TC 66.53 FS 67.oe re 66.58 FS'\-----"""":"11 61.35 FS GUARD POSTS -S[[ WOT[ I 66.85 FS 61.35 FS 66. 7 (J) [XISTIWG SIGHT [AS[M[WT --- CONW[CTIOW PO/WT 6 SE~R LA T[RAL 6 5. 9 5"-55 /[ + CONNECT 6' FIR~ LIN[ TO RISER F 67.11 TC '---4F---""·1..:...::.. __ = -;:;;;;:;-:;;;;:-_=...:::::~=;::,;::::=~~~o~......,,:::ss;::;::::_-===------=-.:::::::=-=""""'-=__....-B- £X1s TING ....____ -~- 1 EXIST. STORM DRAIN C./. '"' ,,.~\- RCPS.~ _ -~- ~ --o· 10'--------s 20' SCALE· 1' = 10' -- NOTE!! ELECTRONIC DA TA fll£S AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£RllCAL SURVEY CONTROi. O'Day Consultants, Inc. \\\ IRRIGATION BOXES ~ ----- AVENIOA ENCINAS ~S C~/~T s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbod, California 92006 Processing 760-931-7700 Surveying Fax: 760-931-8680 www.odoyconsultonts.com ·-.._ = -----/ / I I I ---,,,)-[X/$.L-2):... __[ -I-VP SEWER \__} DESIGNED BY: U.G., ,I,~, DATE: FEB. 2005 , ri):.:A;' BU il T" DRAWN BY: M.P SCALE: 1• -= lQ' -M . " ~ ••• :. • 1 4-2Z~ l 1 \ '' PROJECT MGR.· LLG, JOB NO.: Q~-1118 Rc,fir;fg} EXP. 6 -~ D• )'Z., DATE ENGINEER OF WORK: I ~ b(/o/or REVIEWED BY: / r ),.,. :;:t.;Z I DATE: 4'-7(-1/ PA1RJ01 N. O'DAY / ) RCE: 27214 INSPECTOR DATE I R[/,IOVE PLUG &-CONNECT vi 2• WA T[R SERVICE -4NSTALL 3/. • fiATE, I •PER Cl,IW/) (625± TP}-C WTRAC OR TO -----lf---1"1---VER.1Pf-#Hll't0 . ' 'EXIST. 2• WA T[R '5£RV/0[-S[[ 0/IG. WO 291-2 ,...---r-13 EXIST. 9• SE~R p I I 0, 0, I I 6 7. Ti 66:25 F.5 ~ 0 Ti 5ioo r.s ' [X/S WG ~~974T~J) __ __,_5£ C0 ------1---~ P[O[STRIAW RAMP HAM 'AILS ON CH SI. -S[[ WOT[ I F 5• FIR[ S[RVIC[ I -SE[ 0/IG. WO 26t 2 CONW[C T 6 • FIR[ ll VIC[ (63.0± lP)-COWT!fACTOR TO VERIFY IN FIELD I ' 1 D 6.7 CONCR[T[ [WC-",S[M[W PfR)S.D.R.S.0. S-1 (r;P.) I I J.O.:r ' I 67.00 TC F--_LJ 66.6 .. \ BENCHMARK: 66.63 TG 66.13 / / / / DESCRIPTION: 2• IRON PIP[ ANO DISK STAMPED CLSB-134 L.S. 6215 (CITY OF CARLSBAD CONTROL PT. 134} LOCATION: IN MEDIAN ISLAND OF A VEN/DA ENCINAS ~40 FT. [AST OF LOGANBERRY DRIVE 0.4 Ml. SOI/Tl/ OF POIWS£mA LAW[ ANO 14 FT. M'ST OF ISLAND CURB NOS£ RECORO FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 11211) ELEVATION: 71.403 DATUM: WA,V 88 CONSTRUCTION PR/ORnY: MEO/UM I ,-r I I u--..._ l_X/ST/lvl f RIGA Tl BOXES / I I \ \ I [f STIWG t AMP 1/ I I I I 412 1/11 JPS /1\ AS-BUILTS DATE INITIAL 60' \ I I I I f I ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G: \051118\0518G105.dwg Jun 17, 2005 11. 46am Xrefs: 0518G1; 0518TP; 05187UTL; 0518mop; 0518S,TE; 0518GRD; 0518U1l r ,+ EXISTING UTILITY VAULTS TO REMAIN l +-,,, * STORM DRAIN DATA LENGTH REMARKS I 7.50' 5• PW:-~ SOR 35 fJ 0.93:r 2 8. 19' 5• PW:-~ SOR 35 fJ 0.98:r 3 16.50 5• PW:-~ SOR 35 (J 1.03:r 4 28.15' 5• PW:-~ SOR 35 (J 0.91:r 5 10.25 5• PW:-~ SOR 35 fJ 0.98:r 6 17.64 5• PW:-~ SOR 35 (J 1.13% 1 1.12 5• PW:-~ SOR 35 (J 0.98:r 8 30.55 5• PW:-~ SOR 35 (J 0.99:r 9 9.92' 6' PW:-~ SOR 35 fJ 0.91% 10 19.15 5• PW:-~ SOR 35 (J 0.91:r STORM DRAIN BOX DATA © DESCRIPTION I 2 3 4 5 6 1 8 9 10 , WSO /1280 12• ATRIUM GRAT[ (OR [0/JAL} TG=66.18 /£=65.28 12•x12• PR[CAST C.B. W/SOLID COVER (OR [OIJAL) TG=66.86 1£=65.21 WS.O /1280 12• ATRIUM GRAT[ (OR [0/JAL} TG=66.64 ![=65.13 WS.O /1280 12• ATRIUM GRAT[ (OR £DUAL) TG=66. 60 /[ =64. 96 WSD /1280 12• ATRIUM GRAT[ {OR [0/JAL} TG=66.61 1[=64.68 WS.O /1280 12• ATRIUM GRAT[ (OR [OIJAL} TG=66.15 1£=64.58 12•x12• PRECAST C.8. W/SOLID COVER (OR £0/JAL) TG=66.45 /£=64.38 WSD /1280 12• ATRIUM GRAT[ {OR £0/JAL} TG=66. 68 /[ =64. 45 12•x12• PRECAST C.8. W/SOLID COVER (OR £0/JAL) TG=66.05 ![=64.08 WSD /1280 12• ATRIUM GRAT[ (OR [OIJAL) TG=66.65 1[=64.11 EXISTIM F.H l l --~r=t----~--~ I SS ET I CITY OF CARLSBAD I SH;o s I ENGINEERING DEPAR1MENT PRECISE GRADING PLANS FOR: NORTH ISLAND CREDIT UNION (POINSETTIA VILLAGE) CUP (H-U COP (H-22 SOP 82-03 (D) APPROVED (JY' &4 _.,,,.. d. ~~ LLOYD B. HUBBS @~~ :S:: c1TY ENGINEr PE 3889EXPIREs 12-31-os ATE- DATE OWN BY:~ PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWD BY: CUP 04-14 4J0-2A • 05 \9\ \ 072605 C ~ (11 (i) g_ .a::. _.(JI) oO I 9') )> O'Day Consultants, Inc. / c:_ <:::::::::---._ -:,.. ; ==--------- ""-~ LOT LIN£ / f .____________,, ;:y~ --l. -- -- 2710 Loker Avenue West Suite 100 Cortabod, Colifomio 92008 760-931-7700 Fow.: 760-931-8680 www.odoyconsultants.com -- Civil Engineering Planning Processing Surveying ' \J) ~ i ~ 65.9 \ \ C/ "' \ "' + I \\ "' "' "'\ "' C \ \' I EXISTING STRIPING I C TO REMAIN I I' ,._, ~5.5 c__ "' 665+ "'+ "' t "' \ '\ 65)+"-v I \, I I ~ \\ I I I ~ 66.0+ I I I I I I 660+ 65.8+ 65.6 65.4t = --- -¢"62 LOT 10 / / -- 0 -::__ &D UN£-_ -----~ --R ----MH □ -,, ....._ ~ AVENIOA I ENCINAS I ==f628 DESIGNED BY: T.LG,, J.C. DATE: FEB. 2005 BUil T" DRAWN BY: M.P SCALE: ___ _ PROJECT MGR.· T.LG. JOB NO.: 05-1118 -'._!Ljµ;Lm!.-~41J.L 4-22·1I • I z.., DATE ENGINEER OF WORK: C/10/oJ>- oATE: REVIEWED BY: / ~~ 'l-ll-# RCE: 27214 INSPECTOR DATE "' 65.1+ ~ J I I \1 I f --t\ \ 660 1 BENCHMARK: DESCRIPTION: 2• IRON PIP£ ANO DISK STAMPED CLSB-134 LS. 6215 {CITY OF CARLSBAD CONTROL PT. 134) LOCATION: IN 1,(£0/AN ISLAND OF A VEN/DA ENCINAS 440 FT. £AST OF LOGANBERRY OR/I/£ 0.4 1,1/. SOUTH OF POINSETTIA LAN£ AND 14 FT. M"ST OF ISLAND CURB NOS£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 11211) ELEVATION: 11.403 DATLM: NA~ 88 '\ \\ '\ \ r Q\ \) 0 i I ~ \ ,s; ~ ( T I 0 1/ ~ OMl-1 \ = I 20' 10 40' SCALE: 1" = 20' I I \ r- "' ..::::.. < 4/21/f! JP5 /1\ A5-BUILTS DATE INITIAL LEGEND l -....... ·1 © R-wN ® 0 CONCRD£ SWALE (SE£ SH££T 2 FOR D£TAILS) PARKING STALL (4' A.C/6" BAS£)• Tl = 4.5 TRAFFIC AISLE {4' AC./6' BAS£)' Tl = 5.0 [ .-' : )j 0 ~,•·,-••"·'j•.•·-1 1/2' PORTLAND CEMENT CONCRD£ PAVEMENT PER CITY OF CARLSBAD (GS-16) AC. OVERLAY (2' 1,1/N/l,IUM) Tl = 4.5 ' 1,1/N/l,IUl,I SECTION SIGNS ~ HANO/CAP SIGN-SE£ ARCHITECTURAL PLAN FOR DETAIL FIRE LANES PAINT CURBS R£0 111TH WHIT£ STENCIL 'NO PARKING RR£ LANE' £VERY 50' .tf12Jli I) SE£ ARCHITECTURAL PLANS FOR PARKING LOT SIGN AGE AND STRIP/NG 2) SE£ ARCHIT£CTURAL/lANDSCAP£ PLANS FOR SID£WALKS/1{AROSCAP£ ANO HANO/CAP RAMPS. 3) SE£ ARCHITECTURAL PLANS FOR WHEEL STOPS. I SH6 ET I CITY OF CARLSBAD ENGINEERING DEPARTMEN T OHS/TE PAVEMENT, STRIP/NC .t S/CNACE PLANS FON: I SH;os I NORTH ISLANO CHEOIT UNION (POINS£TT/A Vil.LACE) CUP 04--14 ClJP 04--22 SOP 82-0J (D) APPROVED ,dY /4 <~ <::if ~ 4',/,ft LLOYD B. HUBBS ~/_; ~5 CITY ENGI N R P823889 EXPIRES 12 31 05 DATE DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: CUP 04-14 4J0-2A G: \0511 18\0518G106.dwg Jun 1 5, 2005 12: 1 Bpm Xrefs: 0518G1; 0518map; 0518SITE; 0518TP ' 1 05 i91 i O'Day Consultants, Inc. / / a· j..,j / ~ I ) 20' ~ f: I~ L -:c:::::, \ /' / - '"""'--- 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying / •". /1/ ,,, C// LOT LINE - ·":l' ,~ ~ ~'\,· N /981646.1035 E 6236937.8326 N 1981569.1921 E 62368723293 D 120' 6 9 N88'52'1fl:E 96.28' / ' ~~ AVENIDA ENCINAS DESIGNED BY: T.LG., J.C. DATE: FEB. 2005 __.,..S BUil T" DRAWN BY: M.P. SCALE: ____ , PROJECT MGR.· T.LG. JOB NO.: 05-1118 f""''...J.J.'--¥~~=_J_/!,{)!J_J ENGINEER OF WORK: RCE: 27214 REVIEWED ~ IN ~ 4-Z'Z ·I\ '\2-DATE r-u.~ DATE c?' c::::-' C.--- C / / 0 12' 0 .. I LOT LINE 9 7 . . . Cl ? 'IE ~ !.ii a BENCHMARK: \ H I R=25.00' L=J9.27' 600' ~ 9.: ~ :i.... -;:;:.-t~ ~9:: ~~ ~ ~ ..... DESCRIPTION: 2" IRON PIPE AND DISK STAMPED CLSB-I34 LS. 6215 (CITY Of CARLSBAD CON TRO/. PT. IJ4) LOCATION: IN MEDIAN ISLAND Of A VEN/DA ENCINAS 440 FT. EAST Of LOGANBERRY DRIVE a 4 Ml. SOUTH Of POINSETT/A LANE AND 14 FT. l+f"ST OF ISLAND CL/RB NOSE RECORD FROM: CITY Of CARLSBAD SURVEY CONTROL (ROS 17271) ELEVATION: 11.4/JJ DATLM: NAVO 88 I \\ \\ JOO I I \ \' ,\ \ I - I I \ I J OMH ' I le~ ~ = J._ -y L 11 UJ~ \ 4/21/11 JPS I,\ AS-8UILTS DATE INITIAL ENGINEER OF V.ORK REVISION G: \051118\0518G107.dwg Jun 15, 2005 12: 19pm Xrefs: 0518G1; 0518map: 0518Sl~E: 0518TP DESCRIPTION CURB DATA l<N(X DELTA/BEARING RADIUS LENGTH I 6 =IJJ'J2:i5" 5. 48' 1278' 2 6 -24'57'24" 16.15' JJ.43' J N89V5'2J"E --1023' 4 N89V5'2J"E --9.75' 5 6 =05'42'46" 76. 75' 1.65' 6 N00'57'02"W --4088' 7 N0/'26'/J9"W --16.99' 8 6 =9018'22" J0.00' 41.28' 9 N88'52'/0"E --65.97' 10 6 =86'50'44" 2250' 34.10' II N0417'47"W --3094' 12 N06V9'25"W --/J.I2' /J 6 -/613'49" 4011' 11.36' 14 6 =159'22'39" 1.50' 4.17' 15 N04'5J'/Jl"W --J.7/' 16 N62'J2:i2"W --226' 17 N2616'48"E --J.69' 18 N04VO:il"W --J.05' 19 N00'54'Jl"W --9.94' 20 6 =42'J/'/J5" 25.00' 18.55' 21 6 =JJ'48'J2" 48.61' 28.68' 22 N06V9'25"W --IJ. 70' 23 N0417'JO"W --IJ.I7' 24 N0417'JO"W --1227' 25 6 =86'50'44" 1050' 15.92 26 N88'52'26"E --58.60' 27 6 =90VO'oo" 9.00' 14.14' 28 NOIV7'J4"W --17.46' 29 6 -2l'J5'4J" l0.00' J.77' JO N22'4J'll"W --J.66' JI 6 =21 '35'28" 10.00' J.77' 32 NOIV7'48"W --Jl.23' JJ 6 -J8'40:i9" 1219' 8.23' 34 6 =25'46'14" 4.40' 1.98' 35 6 -OJV/'44" 14.20' 075' J6 N89V5'2J"E --6.21' 37 N89V5'2J"E --6.02' J8 N00'57'o2"W --16.60' 39 6 =72'44'34" 5.44' 6.9/' 40 N89VJ'44"E --4.76' 41 6 =89'52'32" 1.00' 1.57' 42 N00'57'02"W --15.00' 43 N89V5'2J"E --57.01' 44 N00'54'Jl"W --200' 45 N89V5'2J"E --/J.00' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CURB DA TA (CONT.} NOi DELTA/BEARING RADIUS LENGTH 46 N00'56'/8"W --2/J' 47 N89V5'2J"E --6.00' 48 N89VJ'42"E --1000' 49 N00'56'/8"W --6. IJ' 50 N89V5'2J"E --/0.00' 51 N00'54'Jl"W --17.00' 52 6 -90V2:i6" 1.00' 1.57 5J N89V2'27"E --1.87' 54 6 -89'57'/J4" J.00' 4.11' 55 N44'J6'J/"E --1.13' 56 6 =45'30'25" 5.00' J.97 57 N00'54'24"W --9.92' 58 6 =90'4J:i6" 9.94' 15.14 59 N89V5'J6"E --/J.49' 60 6 =44'29'35" 5.00' J.88' 61 N44'J6'/Jl"E --0.68' 62 6 =I66'JJ'J2" 200' 5.8/' 63 N7TJO'J4"W --41.07' 64 t:. =5n6't8" 1.00' 1.00 65 N451J'08"E --6.69' 66 6 =I3610'/0" 5.00' 11.88 67 N89V2:i8"E -41.76' 68 6 =90VO'oo" 1.00' 1.57' 69 N/2'29'26"E 1.91' 70 6 =40'39'11" 5.00' J.55' 71 6 =16'J5'J4" 57.56' 16.67' 72 6 =65'56'/0" 050' a59· 73 N77'J0'2l"W 18.45' 74 6 -ll/'2J'/9" 050' 097' 75 N0812'26"W 1243' 76 6 =116'27'4!" J.00' 6.10' 77 N4.51J'o8"E --IJ.82' 78 6 =122'43'29" 050' 1.07' 79 N7TJ0'2I"W --16. 08' 80 6 =90V2'40" 050' 079' 81 6 -89'57'JJ" 200' J.14' 82 N7TJO'J4"W 6.79' 83 6 -90VO'oo" J.00' 4.11' 84 6 =90VO'OO" 1.00' 1.57' 85 N7TJO'J4"W 35.15' 86 6 = l80VO'OO" 275' 8.64' 87 NOIV7'48"W JJ.00' 88 6 -180VO'OO" 275' 8.64' 89 NOIV7'48"W JJ.00' I SH,ET I CITY OF CARLSBAD I SH}os I ENGINEERING DEPARTMENT HORIZONTAL CONTROi. Pl.ANS FOR: NOHTH ISLAND CHEOIT IJN/ON (POINS£1TIA Vil.LAG£) CVP ()f.-U COP ()f.-22 SOP 82-03 (0) APPROVED .dY .A J -~ ,// • -~ ~ ' , LLOYD B. HUBBS ~o/<25' CITY ENGIN«R pia/'23889 EXPIRES 12 31 05 A TE-- OWN BY: PROJECT NO. DRAWING NO. CHKD BY: g RVWD BY: CUP 04-14 430-2A C :e (i) ..... 0 -.c::.. ..... c,., 0 0 I ~ )> \ . ... EX!SllNG BUILDING NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR ~RT!CAL SIJR~Y CONTROi. ' -,, t· O'Day Consultants, Inc. EXISTlNG BUILDING EXISTlNG BUILDING ~#~ EXISTlNG BUILDING 2710 Loker Avenue West Suite 100 Carlsbad, California 92006 760-931-7700 Fa){: 760-931-8660 www.odoyconsultants.com EXISTlNG BUILDING I I Civil Engineering Planning Processing Surveying I I I EXISTlNG I BUILDING DESIGNED BY: T.LG., J.C. DATE: FEB. 2005 DRAWN BY: t.4.P. SCALE: ]" = 60' PROJECT MGR.· T.LG. JOB NO.: 05--11 18 ENGINEER OF WORK: I 7-.---l>(to(ot; DATE: PA TRICK N. O'DAY ( RCE: 27214 CATCH ~ 9 BASIN (T'rP.) t, I I 4.z...z -1 1 ~~-·~l'Z-DATE RE\1EWED B~ ~2 IN!fF>ECTOR ',1$-# DATE LOADING DOCK (T'rP.) EXISTlNG BUILDING CATCH BASIN (T'tP.) BENCHMARK: TRASH I CONTAINER (T'rP.) DESCRIPTION: 2" IRON PIPE ANO DISK STAMPED CLSB-134 LS. 6215 (CITY OF CARLSBAD CONTROL PT. 134) LOCATION: IN MEDIAN ISLAND OF A vENIDA ENCINAS 440 FT. EAST OF LOGANBERRY DR/vE 0.4 Ml. SOL/TH OF POINSETT/A LANE AND 14 FT. 1/fST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURvEY CONTROL (ROS 17211) ELEVATION: 11.403 DATUM: NAVO 88 CONSTRUCTION PRIORITY: 1,(£0/UN Cfl{STHUCTl{l{ {Ill's -AIANACINC DEWA TERINC AND PA I/INC OPERA T/ONS AND STRUCTVRE CONSTRUCT/ON AND PAINT/NC -AIANACEI.IENT OF I.IA TERIAL DEL/vERY, USE AND STORAGE -SPILL PREvENT/ON AND CONTROL -WASTE AIANAGEAIENT FOR SOLID, HAZARDOLIS AND SANITARY WASIE; CON TAI.I/NA TED SOIL, CONCRETE -vEHICIE AND EQIJIPAIENT CLEANING, FUEL/NC AND MAINTENANCE. CONTRACTOR, EAIPLOYrE ANO SUBCONTRACTOR TRAINING -ILLICIT DISCHARGE/ILLEGAL DUI.IP/NG REPORT/NG -vEGETA TlvE STAB/LIZA T/ON SUCH A.5; PLANT/NC OR MULCHING -PHYSICAL STAB/LIZA T/ON SUCH AS OUST CONTROL, I.IA TS, STAB/LIZA T/ON AND STABILIZED CONSTRUCT/ON ENTRANCES -0/vERSION OF RUNOFF USING EARTH DIKE.5; TEMPORARY SWALES ANO DRAINS -vELOCITY REDUCT/ON US/NC OLITLET PROTECT/ON, ANO CHECK DAI.IS -SEDIMENT FIL TERINC US/NC SILT FENCE, STRAW BALE, ROCK FIL TER.5; ANO INLET PROTECT/ON 4-,.?J ~.r. ~~ EXISTlNG BUILDING s- POST Cfl{S18(JC1l(ll /IIPs I) LANDSCAPE AREA EfflCIENT IRRJG4TION/LANOSCAPE AREA RUNOFF-Al/NIAi/ZiNC DESIGN. 2) COVERED TRASH CONTAINER (DUMPSTER) AREAS 3) CATCH BASIN STENCIL/NC/FLO-CARO FOSSIL FILTER INSTALLATION. 4) LOAD/NC DOCK AREAS 5) ROUT/NE STREET SWEEPING. .!:!QI£; REFER TO STORAI WATER IIANACEAIENT PLAN (SWAIP) PREPARED BY PAROU£ CORNWALL &: ASSOCl-4TES INC. DATED IIAY 12. 2005 FOR FURTHER DETAILS ON POST CONSTRUCTION BAIP's. POST Cfl{S18(JC7la{ QIIP UAJNTENANC£ PRIVATELY AIAINTAINED BY OEVELPOER OR SUCCSCORS IN INTEREST: I) PRIVATE AIAINTAINED ROADS ANO PARK/NC LOTS. 2) PERIODIC STREET SWEEPING. 3) STORAI DRAIN INLET STENCIL/NC ANO S/CNACE. ~ • ■ A 4) TRASH STORAGE AREAS PER CITY OF CARLSBAD STANDARD DRAWINGS. 5) ALL PLANTED SLOPES ANO LANDSCAPE AREAS 6) PRIVATE STORM DRAIN SYSTEM. EX!SllNG BUILDING o· 60' ----30 SCALE: 1" = 60' 120' t-----i--+---------____jf------l--_j__J__J fsHFi7 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPAR1MENT /0 4121/11 JPS /1\ AS -t,IJ/LTS DA TE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION G:\051118\0518G108.dwg Jun 17, 2005 11.50□-n Xre's: 0518G1; 0518TP2; 0518map DA TE INITIAL DA TE INITIAL OTHER APPROVAL Cl TY APPROVAL PRECISE GHADINC Pl.ANS FOR: NORTH ISL.ANO CREDIT IJNION (POINSETTIA VILLAGE} CUP (H-f,I CDP (H-22 SOP 82-03 (D) APPROVED tJy' . A ' ~ ,? · ~A • _._, LLOYD 8. HUBBS li/2 ~5' CITY ENGIN,,,;., PE ~889 EXPIRES 12 31 05 DATE DWN BY: -~~ PROJECT NO. DRAWING NO. ~~~g ~~: ~ CUP 04-14 4J0-2A 051911 EROSION CONTROL NOTES I. IN CASE £M£RC£NCY WORK IS R£0UIR£0, CONTACT CLINT KNOX AT (714) 966-6415 2 EQUIPMENT AND WORKERS FOR £M£RC£NCY WORK SHALL 8£ MAD£ AVAILABLE AT ALL TIMES DUR/NC TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY Dfl1C£S WHEN RAIN IS EMINENT. J D£1//C£S SHOWN ON PLANS SHALL NOT 8E MOVED OR MOO!F/£D WITHOUT TH£ APPROVAL OF TH£ £NC!N££RINC INSP£C TOR. 4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL D£1//C£S TO WORK/NC ORDER TO TH£ SATISFACTION OF TH£ CITY £NCIN££R AFTER EACH RUN-OFF PRODUCING RAINFALL 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8E REQUIRED 8Y TH£ CITY £NCIN££R DU£ TO UNCOMPLETED CRADINC OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 6. THE CONTRACTOR SHALL BE R£SPONS/8L£ AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 1. ALL EROSION CONTROL MEASURES PROI//DED PER TH£ APPROVED CRADINC PLAN SHALL 8£ !NCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SI. OP£ AT THE CONCLUSION OF £A CH WORK/NC DA Y. 9. ALL R£MOVA8L£ PROTECTIVE DEVICES SHOWN SHALL 8£ IN PLACE AT TH£ END OF EACH MJRK!NC DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER D£8RIS SHALL 8£ REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BACS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM ACCR£GRA TE. II. SHOULD /J£RMINATION OF HYDROS££D£0 SI.OPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COl/£RAG£) PRIOR TO NOVEMBER 15, TH£ SLOPES SHALL 8£ STABILIZED 8Y PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF TH£ £ROS/ON AND SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY £ROS/ON CON11?0L PLANT/NC AND /RR/CATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS AND THE FOLLOW/NC: A. HYDROS££DINC SHALL BE APPLIED TO: I. ALL SLOPES THAT AR£ GRADED 6: I {HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£' 11. THR££ F££T OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 F££T OR MOR£ IN HDCHT. 2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOW/NC CONDITIONS EXIST.· o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR /J£N£RAL LANDSCAPING) WITHIN 60 OA >S OF ROUGH GRADING. b. IDENTIFIED 8Y TH£ PARKS AND R£CR£A TION DIRECTOR AS HICHL Y VIS/8L£ TO TH£ PUBLIC. c. HAvl" ANY SPECIAL CONDITION IDENllFIED BY THE CITY £NG!N££R THAT WARRANTS IMMEDIATE 11?£A TM£NT. 8. HYDROS£ED£D AREAS SHALL 8£ !RR/CA TEO IN ACCORDANCE WIT!f Tlf£ FOLLOW/NC CRITERIA: I. ALL SI.OPES T!fAT AR£ CRAOED 6.·I OIi STEEPER ANO T!fAT ARD o. T!fR££ TO £/CHT F££T IN HEIGHT SHALL 8£ /RR/CA TEO BY HANO WA TERINC FROM QUICK COUPLERS/HOS£ 8l8S OR A CONVENTIONAL S>STEM OF LOW PR£CIP!TA TION SPRINKLER HEADS PROVIDING 100% COl/£RAG£ b. GREATER THAN 8 F££T IN H£/CHT SHALL 8E WATERED 8Y A CONl/£NTION- Al S>STEM OF LOW PR£CIPITA 7/0N SPRINKLER HEADS PROVIDING 100% COl-f"RAC£ 2. AREAS SI.OPED LESS T!fAN 6: I SHALL BE IRI/ICA TED AS APPROVED BY T!f£ CITY £NC/NEER, PRIOR TO HYDROS£FOING. T!fF DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PRO VIDF /RR/CATION TO THE CITY ENC/NEER T!fE PROPOSAL SHALL 8£ SP£Clf7C REGARD/NC T!f£ NUMBERS, TYPES ANO COSTS OF T!fF ELEMENTS OF T!f£ PROPOSED S>ST£M. J. !RR/CATION SHALL MAINTAIN T!f£ MOIST/JR£ LEVEL OF T!fE SOIL AT T!f£ OPTIMUM LFl-f"l FOR THE CROWT!f OF THE HYDROS£EDED GROWTH. C. HYDROSE£0/NC MIX SHALL CONSIST OF ALL OF T!fE FOLLOWING.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.- a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCIJE c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF Al YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA 9. ITEMS c,d,e, AND f OF THIS SU8S£CTION MAY 8E OMITTED ON LOCAllONS WHERE THE AREA 8£/NC HYDROS£EDED IS NOT I/IS/Bl£ FROM £/T!fFR A PUBLIC STREET OR RESIDENllAL STRUCTURES h. ITEM a OF THIS SU8S£CTION MUST 8E INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY £/T!fER BY DRILL/NC OR BROADCAS TINC BEFORE H YDROSEEDING. I. ALL SEED MATERIALS SHALL BE 11?ANSPORTEO TO T!f£ JOBS/TE IN UNOPENED CONTAINERS WIT!f TH£ CALIFORNIA DEPARTMENT OF FOOD ANO A CR/CUL TURF CERT/FICA 7/0N TAC A TTACH£0 TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC IIFTTINC A/J£NTS MAY BE ADDEO TO T!fE HYDROS££0 SLURRY AT T!f£ DISCREllON OF T!f[ CONTRACTOR 2 TYPE I MULCH APPLIED AT T!f£ RA TE OF NO LESS T!fAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) MAY BE SU8STITIJTED, All OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCH/NC NO LESS THAN 50% OF THE Sl1?AW INTO THE SOIL. J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA T£, 16-20-0, W!T!f 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE D. AREAS TO 8£ HYDROSE£DED SHALL BE PREPARED PRIOR TO HYDROS£EDINC 8Y.· /. ROUGHEN/NC TH£ SURFACE TO 8£ PLAN TEO BY ANY OR A COMB/NATION OF: o. TRACK WALK/NC SLOPES STEEPER THAN 6: I b. HARROW/NC AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE c. RIPP/NC AREAS T!fAT WILL NOT BREAK UP US/NC ITEMS o OR b ABOJ.£ 2. CONDITION/NC TH£ SOILS SO T!fAT IT IS SUITABLE FOR PLANT/NC BY: a ADJUSllNC THE SURFACE SOIL MOIST/JR£ TO PROVIDE A DAMP BUT NOT SA TIJRA TEO SEED 8£0. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COi/FR/NC SALINE SOILS TO PROI//OED VIABLE CONDITIONS FOR GROWTH. £ HYDROS££0£0 AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS CROWT!f UNllL T!fE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROS£EOINC IS THE PERMANENT LANDSCAPING, UNTIL T!f£ PROJECT IS COMPLETED AND ALL BONDS RELEASED. O'Day Consultants, Inc. EXISTING GROUND PUBUC RIGHT- OF-WAY 50'MIN. I PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE GRAVEL BAGS OVERLAP ONTO CURB ------- RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEl BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. DESCRIPTION LIMITS OF CLEARING & GRADING STABILIZED CONSTRUCTION ENTRANCE (MODIFIED TC-1 •) SILT FENCE BLOCK-SCREEN-GRAVEL SILT BASIN GRAVEL BAGS !:EGEND •EROSION CONTROL BMP# QUANTITY SYMBOL TC-1 (MOD. WIDTH = 16') I EA SE-1 335 LF • ■ • ■ ■ SE-1O 2 EA SE-6, SE-8 290 EA SILT FENCE • S££ CALIFORNIA STORMWA TER DUALITY ASSOC/A 7/0N STORMWA TER BEST MANAC£M£NT PRACllCF HANDBOOK (CONSTRUCTION) FOR 8MP DETAILS ANO NOTES. GRAVEL FILTER SEDIMENT --~ --- DROP INLET WITH GRATE ~--CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE NOTE!! RECTROM ONLY ANO OR YC OA TA RlES ARE FOR REFERENCE ARE NOT TO BE USED FOR HORIZONTAL 1 ofESS10,,iq, 0) I< N ~ iJ --..'<-'c . oo 11 V) Q.,~ ~ --:;t'. c'l NO. 27214 i::J C~/~TS DESIGNED BY: T.LG .• J.C, DATE: FEB. 2005 DRAWN BY: M.P. SCALE: AS SHQWN PROJECT MGR.c_ T.LG. JOB NO.: os-111e BENCHMARK: DESCRIPTION: 2• IRON PIPE AND DISK STAMPED CLS8-IJ4 l.S 6215 (CITY OF CARLSBAD CONTROL PT. IJ4) LOCATION: IN MEDIAN ISLAND OF A VENIOA ENCINAS 440 FT. EAST OF LOGANBERRY OR/I/£ 0.4 Ml. SOUTH OF POINSETTIA LANE AND 14 FT. WEST OF ISLAND CURB NOS£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 11277) ELEVATION: 77.40J DATUM: NAl1) 88 VERT!CAL SURVEY CONTROL °" ;o * EXP. J/31/07 * 2710 Loker Avenue West Suite 100 J';: C1y11,. ~'<: Carl~bod, Colifornio 92008 !II, 760-931-7700 OF CALI' Fo)(: 760-931-8680 www.odoyconeultante.com - /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G·\C51118\C5l5G1('9.cwg ,.,ur 17, 2:JC5 ·11:49am Yr·ef3 0518G1 Civil Engineering ENGINEER OF WORK: Planning 6/10/0'> Processing I __ -, Surveying ;/ l---J DATE: ./ PA!M:K N. O'DAY r . RCE: 27214 I SgET I CITY OF CARLSBAD j sH!Os j ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOH: NORTH ISLAND CREDIT UNION {POINSEmA VILLA(;£) CLIP 04-14 COP 04-22 SOP 82-0J (D) APPROVED9y N ,-.L ..o' U"'~ LLOYD B. HUBBS ~ ~..f .CITY EN~ ~ EXPIRES 12-31-05 ATE -- DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ RVWD BY: CUP 04-14 430-2A ''. ;: -~ : O'Day Consultants, Inc. / --- / ,~7 -\\ \\ -~-: C~/~~T s 2710 Loker Avenue West Cil'il Engineering Suite 100 Planning Carlsbad, California 92008 Processini;i 760-931-7700 Sur.ieying Fa)(: 760-931-B680 www.odoyconsultonts.com ,\ l \ ,' .· ' ( ' BL OCK-SCR£EN-GRA VE(' SILT BASIN ;f II ,/ \\ " '\ \ ilk_ N ' / I \ . \ ----\\ ,\---s-- " DESIGNED BY: T.L.G., J.C. DATE: FEB. 2005 DRAWN BY: M.e. SCALE: l" = 20' PROJECT MGR.: T.L.G, JOB NO,: 05-1118 ENGINEER OF WORK: I i, ! 10/1~., / :~ -' ~C~ N. O'DAY ' DATE: RCE: 27214 ' GRAVEL BAG PERIMETER 2 BAGS HIGH (TYP.) • :! =l J r--;-_ I • I • , ' I. . · I C . --. ,. - u STABILIZED CONSTRUC770N ENTRANCE 1 - 17 \~ ' ' ' ,_' • < \ • \',' '.\ ' ', ' ', ' . GRAlfl BAO -_,_ CHECK DAM '2 : I BACS HIGH (TYP.) , -i , . __ r(-")'''I -:=--;\ _.c!J-: -_ ' 1J·_-" \ : ·} '· I -. •, I ' i, ----1...+.--1-·---· i , I ,, -_ __J_~~--1 '. j i ' ' ; 0 ISO I l ' I ; 1, ,I ~-H --_I, _ ..... U, '' ' \ ' ,! i' I ·----+---: ' ----t----- ' ' , i .I ; ! ' i ! i ' ' , I 11 I ' -fr· ;, i 1' -iii! ' -/1 ! :, ~- I I I. ,, I / I 10' 20) 40' SCALE: 1 " i, ~ 20' I I! ' I I ! I j I) I : I i' ' ' .t ,·; l LIMITS OF GRADING SILT F(/VCE .. J ) ) II I ', I / I I' I □ AV£NIOA RCE REVIEWED INSPECTOR -✓ ,/ .. ' ' "AS EXP. BY: ---- 0 ' ,., ,\~, ,'>""'"' • ENCINAS ···I \. __ ,, ! - BUil T" DATE DATE ' I / .' , , I I I I I 1,si I I I I I I I I I I I I I , I I I/ / BENCHMARK: I I ' DESCRIPTION: 2" IRON PIPE AND DISK STAMPED CLSB-IJ4 LS 6215 (CITY OF CARLSBAD CONTROL PT. /J4) LOCATION: IN MEDIAN ISLAND OF A VEN/DA ENCINAS 440 FT. EAST OF LOGANBERRY DRIVE 0.4 Ml. SOUTH OF POINSETTIA LANE AND 14 FT. HFST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17271} ELEVATION: 11.403 DATUM: NAW 88 r- "' DATE INITIAL • " ' 71\ ENGINEER OF WORK ', i \ REVISION DESCRIPTION G: \U'..J1'1B\J5' 6G11D.u1g J1.,n 17, 70C5 1?: O\Jp-n Xrefs: C::>ldGl, U~18T,.J::>, J'.:;15Slt:; 0518TP; C51~7llT; -J518GRD ~ CITY I SHfOs I OF CARLSBAD 0 ENGINEERING DEPARTMENT ... 0 £HOS/ON CONTROL PLAHS FOR: NOHTH ISLAND CHEOIT UNION (POINSETTIA VlllA0£) CUP CH-14 COP CH-22 SOP 82 O.J (o) 2. .... 0 APPROVED ~y' /4.t( ·-~ ~~,,{ LLOYD 8. HUBBS ~_,(_ CITY ENGi~ RP 2;; EXPIRES 12-31 05 ATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ CUP 04-14 4J0-2A OTHER APPROVAL CITY APPROVAL RVWD BY: