Loading...
HomeMy WebLinkAboutDWG 432-7A; CUP 04-28; PAD 4 (POINSETTIA VILLAGE); 01-08PRECISE GRADING AND EROSION CONTROL PLANS GIWHNG NOTIS (IN A!J!JITION TO TH£ R£0/JIR£M£NTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL CO/JE) 1. THIS PLAN SUPERSEDES All OTHER PLANS PR£V1()/)SL Y APPROVED BY TH£ CITY OF CARLSBA!J RECAR!JINC GRA!JINC SHOl#i ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN !JOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL CO!JE, RESOLUTION OF CON!JITIONAL APPROVAL, CITY STAN!JAR!JS OR OTHER A!}!)IT/ONAL !JOCUMENTS UST£!) HEREON AS THEY MAY PERTAIN TO THIS PRO.J£CT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS IIHEN NON-CONFORMANCE IS !JISCOV£R£D. 3. CITY APPROVAL OF PLANS DOES NOT R£U£1/£ TH£ DEVELOPER OR £NGIN££R-0F- WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AN!J OMISSIONS DISCOVER£!) DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUEJMITTE!J TO TH£ CITY ENGINEER FOR APPROVAL. 4. A R//;/iT-OF-WAY PERMIT FROM TH£ CITY £NC/NEER /!rill 8£ R£0/JIR£D FOR ANY WORK IN TH£ PUBLIC RIC/1T OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN A!J!JITIONAL INSURE!) ON TH£ P£RAI/TT££'s PO/.IC Y IN TH£ Al/NIA/UM AMOUNT OF II, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILI T'r: TH( INSURANCE COMPANY Yrf?/llNG TH£ POLICY MUST HA I{ A RA llNG Of "A ' 9f BETTER AND A3J£I CATEGORY OF CLAS£ v OR BETlfR AS fSTAJJ/,ISH(D BY 'B(srs KfY RA llNG GUIDE 5. UNLESS £X£MPT£!J BY SECTION JOl.(b)5 OF TH£ UNIFORM BUILDING COO£, RETAINING WALLS OIJTSl!J£ OF PUBLIC HIC/1T OF WAY R£0/JIR£ SEPARA T£ PERMITS FROM TH£ 8/JILDINC DEPARTMENT. . 6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERAi/TS HA VE BEEN OBTAINE!J FROM TH£ CITY AND OTHER APPROPRIA T£ ACENC/£5. 7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER 00£S NOT AUTHORIZE ANY WORK OR GRA!JING TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSIJED. 8. NO REVISIONS /!rill 8£ MAD£ TO THESE PLANS /!r/THOIJT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOT£!) WTHIN TH£ REVISION BLOCK, ON TH£ APPROPRIA T£ SHEET OF TH£ PLANS ANO TH£ TITLE SHEET. 9. ORIGINAL DRAMNGS SHALL 8£COII£ TH£ PROPERTY OF TH£ CITY UPON 8£/NC SIGNED BY TH£ CITY ENGINEER. 10. TH£ ORIGINAL ORA /!r/NC SHALL 8£ REVISED TO REFLECT AS-BUil T CON!JITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY. 11. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO TH£ PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES AR£ /!r/THIN CITY £AS£1t1£NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL 8£ SUB/,1/TlEO BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS AIECHANICS. TH£ SOILS REPORT Mll 8£ SU8MITT£D TO TH£ CITY £NG/NEERING INSPECTOR /#THIN TII!? WORKING DA rs OF TH£ COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COAIPL/ANCE VER/FICA TION RECAR!JINC ADHERENCE TO RECOAIAl£NOA TIONS OIJTLINED IN TH£ SOILS REPORT IS R£QIJIR£0 PRIOR TO TH£ ISSUANCE OF A BU/L!JING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DON£ UNDER TH£ !JIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CALIFORNIA PR/NC/PALL Y DOING 81/SINESS IN TH£ FIELD OF APPLIED SOILS AIECHANICS. ALL Fill OR fVTIJR£ Fill AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE MTH TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH£ "EARTHWORK SPECIF/CATIONS" ATTACH£!) TO TH£ PRELIMINARY SOILS INVEST/CATION. DAii Y F/£l!J COMPACTION REPORTS Mil 8£ SUEJMITTED TO TH£ PRO.J£CT INSPECTOR. 14. A PRfCQNSTRUCllON llffTING SHALL B£ HELD AT THE S!Tf PRIOR TO TH£ BEGINNING OF IIQl'K AND SHALL B£ A [TENDED BY ALL R(PR£SfNTA Tt'lfS R(SPQNS/81.f [OR CQNsmtJCllCW. tNSffCT{QN. SIJP£R'd$ION, TESllNG AND All QTH£R ASPECTS OF TH£ /fQR,\'. TH£ CONTRACTOR SHALL R£QIJ£ST A PRECONSTRUCTION MEETING BY CALLING TH£ INSPECTION LIN£ AT (160) -IJ8-J891 AT LEAST FIVE(5) WORKING DA rs PRIOR TO STARTING CONSTRL/CTION. TH£ CONTRACTOR WILL THEN 8£ CONTACTED BY TH£ PRO.J£CT INSPECTOR TO COORD.INAT£ A OAT£ ANO TIM£ FOR TH£ PR£CONSTR/JCTION MEETING. APPRO'l£D ORAi/iNC MUST 8£ AVAILABLE PRIOR TO SCHE!JULINC. TH£ GRA!JING PERM/ T Mil 8£ PROVID.£0 8 Y TH£ PROJECT INSPECTOR AT TH£ MEETING. 15. ALL INSPECllQN 8fQU£STS QTHf/? THAN FOR PRECQNSTRUCTION llf£llNG MLL Bf ~~ ~ ~pf&OVft1~1iT @~4i-ziw-iii;~n;ic'i5fi#£:iiwONs MLL 8£ MAD£ TH£ NEXT #ORK DAY UNLESS YOU R£QIJ£ST OTH£RWS£. R£QIJ£STS MAD£ AFTER 2:00 P.M. /till 8£ SCHEDULED FOR TII!? FIJLL Ht'.n'i'K DA XS' LATER. CITY OF OCfANS/Dl /IIGHWA y )II' \\ \ \\~' ~ \ ROID ~ \ \,\ \\ PACIFIC OCEAN NOT£/! \ I I I \ \ \, CITY OF lNCINITAS VICINITY MAP NO SCALE £lECTRONIC OATA Rl£S AR£ FOR R£FER£NC£ ONLY ANO AR£ NOT ro BE 1/5£0 FOR HORIZONTAL OR 'B?"CAL SURl£Y CONTROi. O'Day Consultants, Inc. CITY OF WSTA NOT ro 500( 16. TH£ OWNER ANO/OR APPLICANT THRO/JC/1 TH£ DEVELOPER AND/OR CONTRACTOR SHALL OES/CN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL 8£ SOL£/ Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS. 17. TH£ CONTRAICTOR SHALL CONFORM TO LABOR COi)£ SECTION 6105 BY SUBMITTING A DETAIL PLAN TD TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNC TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAD£ OF WORKER PROTECT/ON FROM TH£ HAZARD OF CAVING GROIJNO DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5) OR MOR£ IN D£PTH AND APPRO'.f:D BY TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO £XCAVA TION. IF TH£ PLAN VARIES FROAI TH£ SHOR/NC SYSTEM STANDARDS fSTABLISH(D BY TH£ CONSTRUCllQN SAFETY ORDERS, TITLE 8 CALIFORNIA A04(/NISTRA Tl'lf COD£ TH£ PLAN SHALL BE PR£PARm BY A REGISTERED (NGIN((!? AT TH( CONTRACTORS EXPENSE. A COPY OF TH£ OSHA £XCAVA T/ON PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCA VA TION. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS 8££N OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAfOLOCICAL RESOURCES AR( DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS IIILL CEASE 11,(MEDIA TEL/'. AND TH£ PERM/TT££ MLL NOTIFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ Cl TY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH£ SIT£ OR ADJACENT THERETO, INCL/JO/NG WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OP£RA TION OF TRUCKS, £ARTHAIOVING EQUIPMENT, CONSTRUCTION £0/JIPMENT ANO ANY OTHER ASSOC/A TEO CRA!JING £0/JIPMENT SHALL 8£ LIMITED TO TH£ PER/0/J BETWEEN 7.·00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS SHALL 8£ CONDUCTED ON WEEKENDS OR HO/JOA Y.5: (A LIST OF CITY HOLIOA rs IS AVAILABLE AT TH£ £NGIN££RING DEPARTMENT COUNTER.) 21. ALL Off-SITE HAUL ROUTES SHALL BE SIJBIJIT!fD BY TH£ CONTRACTOR TO TH£ CITY fNGIN(ER [QR APPROVAL TlfV FULL WORKING DAYS PRIOR TQ BEGINNING OF 1IQ8,\'. 22 IMPORT MATERIAL SHALL 8£ OBTAINED FROM. ANO WASJE MAJER/AL SHALL 8£ DEPOSITED AT. A SIT£ APPRO'.f:D BY TH£ CITY ENGINEER. TH( CONTRACTOR SHALL Bf RESPONSIBLE [OR ANY DEBRIS QR DAMAGE OCCURRING AL ONC TH£ HAUL ROUTES OR ADJACENT STREETS AS A RfSUl T OF TH£ GRADING QP(RA TION. 23. BRUSH SHALL 8£ REMO'.f:O ONLY /#THIN TH£ AREA TO 8£ GRADED. NO TREES AR£ TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON TH£ PLAN. 24. All AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH£ PON!JINC OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ON£ PERCENT SL OPE 25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED BY TH£ CITY ENGINEER OR AS !JIR£CT£D BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TR/AIMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SIT£ SHALL 8£ LEFT IN A NEAT AND OR!J£RLY CONDITION. Ail STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SIT£ APPROVUJ OF BY TH£ CITY ENGINEER. 27. All SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR H'rVROS££0£0 MTHIN TEN (10) DA XS' OF TH£ TIM£ WHEN £AQ:J SLOP£ IS BROIJC/1T TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOI.IPL/SH£0 ON ALL SLOPES ANO PADS AS R£0/JIR£D BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR THIS PRO.J£CT ORA/!r/NG NO. 432-ll, ANO/OR AS DIRECTED BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ IKJRK OF THESE GRADING PLANS WI TH THAT SHOWN ON BO TH TH£ LANDSCAPE ANO !RR/GA TION PLANS AND TH£ IMPROVEMENT PLANS AS R£QIJIR£0 FOR THIS IKJRK IN ACCORDANCE /!r/TH TH£ LANDSCAPE MANUAL TIM£ R£QUIR£Al£NTS. 30. STORM DRAIN PIP£ SHALL 8£ REINFORCED CONCRETE PIP£ WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 15" Pl-t:' MAY 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED /!r/TH 3/4" ROCK PER SORSO S-4 TYi'£ •c• AND PIP£ MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE 31. WHERE AN EXISTING PIP£ LIN£ IS TO 8£ ABANDONED AS A RESULT OF TH£ CRA!JING OPERATION, IT SHALL 8£ REMOVED MTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED MTH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH£ PIP£ Will 8£ PLUGGED 111TH CONCRETE OR REMOVED AS APPROVED BY TH£ CITY ENGINEER. 32 TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) /#THIN TH£ PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT TH£ REVISION OF TH£ GRADING PLANS IF IT IS FOIJND THAT TH£ ACT/JAL LOCA T/ONS AR£ IN CONFLICT WITH TH£ PROPOSED HCWK. 33. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST 2 F/Jli WORKING DA XS' PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORO/NA T£ TH£ IKJRK WITH A COMPANY R£PR£S£NTA TIVE UNDERGROUND SERVICE ALERT Sl)CtkE PACIFIC BELL ADELPHIA CABLE COMMUN/CA TIONS COX COMMLINICA TIONS CITY OF CARLSBAD(STR££TS &-STORM DRAIN} • CITY OF CARLSBAO(SEWER, WATER &-RECLAIMED WATER) • SAN DIECUITO WATER DISTRICT • LEUCADIA COUNTY WATER DISTRICT • VALLECITOS WATER DISTRICT • OLIVENHAIN WATER DISTRICT • BUENA SANITATION DISTRICT • AS APPROPR/A T£ 34. PERMIT COMPLIANCE R£QIJIR£MENTS.· (BOO) -122-41J3 (80()) 66D-7J4J (800) 892-0123 (760) 438-1141 (160) 806-9809 (760) 434-2980 (760) 4.18-2122 (160) 6JJ-2650 (760) 153-0155 (760) 1-14-0460 (160) 153-6466 (160) 126-1340 A. FOR CONTROl,L[D GRA,{}l" TH£ APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER, AND 'OR GEOLOGIST TO GIi/£ TECHNICAL ADVICE, OBSERVE AND CONTROL TH£ WORK IN PROGRESS /15.16.120.Bj CARLSBAD MUNICIPAL COD£ B. PRIOR TO RNAL APPROVAL OF A GRADING P(RMIT-TH£ FOLLOMNC REPORTS MUST 8£ SUBMITTED TO TH£ CITY ENGINEER VIA TH£ PRO.J£CT INSPECTOR /15.16.120.9 &-15.16.120.10/ CARLSBAD MUNICIPAL COD£: DESIGNED BY: I.I.!,,. ,!,C, DATE: MARCH 2005 DRAWN BY: M,e. SCALE: AS SHO\\tj PROJECT MGR.· T,LG. JOB NO.: Q~-l!la FOR PAD 4 (POINSETTIA VILLAGE} WQ8K TO 8£ PQNE (1) FINAL /f£PORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPLETE. All EROSION CONTROL, SLOP£ PLANTING AND !RR/CATION AR£ INSTALLED IN CONFORMANCE MTH CITY CO.OE ANO TH£ APPROVED PLANS (08 TAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUil T GRADING PLAN. (3) REPORT FROAI TH£ SOILS ENGINEER, WHICH INCLU!J£S RECOMMENDED SOIL BEARING CAPACITIES, A STA T£M£NT AS TO TH£ EXPANSIVE 0/JAL/TY OF TH£ SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT TH£ GRADING WAS DON£ IN ACCORDANCE WITH TH£ R£QIJIREM£NTS ANO RECOMMENDATIONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT ANO ANY SUPPL£M£NTS THERETO. (4) REPORT WITH AS-81)/l T GEOLOGIC PLAN, IF R£QIJIR£0 BY TH£ CIT'r: 35. UNLESS A GRA!JING PERMIT FOR THIS PRO.J£CT IS ISSUED MTHIN ON£ (1) IEAR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ R£0UIR£D TO 8£ RESUBMITTED FOR PiANCH£CK. PLANCHECK FEES WILL 8£ R£0UIR£D FOR ANY SUCH RECHECK. 36. TH£ SOILS REPORT TITLED C£0T£CHNICAL INVEST/GA TION REPORT, TWO RETAIL STRUCTIJRES-PAD 4 AND PAO 6 PREPARED BY CON'.f:RS£ CONSULTANTS, DA TED APRIL 5, 2005, SHALL 8£ CONSIDERED AS A PART OF THIS GRA!JING PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE MTH TH£ R£COMM£NOA TIONS ANO SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. £NGIN££HS NOTES I. TH£ EXISTENCE ANO LOCATION OF UTILITY STRUCTIJRES AND FACILITIES SHOWN ON TH£ CONSTRUCTION PLANS Hf]?£ OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS R£0UIR£0 TO TAK£ OU£ PRECAUTIONARY MEASURES TO PROJECT TH£ UTILITIES SHOWN ON TH£ PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN. 2. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES (ABOVEGROIJNO AND UNDERGROUND) /!r/THIN TH£ PROJECT SIT£ SI.IFFICIENTL Y AHEAD OF TH£ CONSTRUCTION TO PERMIT TH£ REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACT/JAL LOCATIONS AR£ IN CONFLICT MTH TH£ PROPOSED HORK. 3. CONTRACTOR IS RESPONSIBLE FOR '.f:RIFYINC EXISTING SIT£ CONDITIONS. 4. SE£ ARCHITECTIJRAL PLANS FOR !J£TAILS ON HANDICAP RAMPS, TRASH ENCLOSURES ANO MONUMENT SIGNS. 5. TOPOGRAPHY SHOWN IS FROM AERIAL SURVEY ANO FIELD SIJRVEY. OWNER'S C£RTIOCAT£ I (WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-Ail GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF TH£ SIT£. ME JANET L. PETERSEN DONAHUE SCHRIBER REAL TY GROUP LP &-POINSmlA ASSOCIATES CO-TENANTS 200 £AST BAKER STREET, SUIT£ 100 COS!J. MESA, CA 92626 CIVIL £NGIN££H 0 tl4 Y CONSULTANTS, INC. 2110 LOKER AVENUE WEST SUIT£ 100 CARLSBAD, CA 92010 (160} 931-1100 DAT£ OF PREPARATION: MAY 17, 2005 OAT£ DECLARATION Of RESPONSIBLE CHANGE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN ON TH£ PROJECT AS !J£FIN£0 IN SECTION 6103 OF TH£ BUSINESS AND PROFESSIONS COO£, ANO THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNO£RST,4NO THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/LmES FOR PROJECT DESIGN. 0 tl4 Y CONSULTANTS, INC. 5900 PASTEUR COUR SUIT£ 100 CARLSBAD, CAL/FOR, . 92f'i,(160). 931_::.1100 -::--,,,-,------,,H,------b.L----DATE· PATRICK N. 0 Y R.C.£. NO. 21214 EXP. 3/31/07 LEGAL OESCH/PT/ON: PARCEL 12 OF PARCEL MAP NO. 15181, IN TH£ CITY OF CARLSBAD, COUNTY OF S4N DIEGO, S4T£ OF CALIFORNIA, FILED IN THE OFFICE OF TH£ COUNTY RECORDER OF S4N DIEGO COUNTY, MARCH 28, 1988, RECORDER'S FIL£ NO. 88-140044 OF OfflCIAL RECORDS. BENCHMARK: HY0ROlQGIC REPORT A HYDROLGIC REPORT WAS PREPARED BY Otl4Y CONSULT,4NTS, INC, ON M4Y 19, 2005, TITLED "H'rVROLOCY &-HYDRAULIC STUDY. PAD 4 (PO/NS£TTIA VILLAGE), CUP 04-28, owe. NO. 432-lA SOURCE Of TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL AND FIELD Sl/RVEY METHODS ff/0/J INFORMATION GATHERED ON FfBRIIARY 10, 2005 BY Qj)<!Y CONSULTANTS J!:K TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL M4P ACCURACY STANDARDS. 8£FEH£NC£ DRAWINGS I. CITY OF CARLSBAD DRAWING NOS. 261-2A ANO 232-3. 2. AVENIOA ENCINAS IMPROVEMENT PLANS ORAWING NO. 267-2. [~8.T/f~OHK WNill.llfS,_• CUT, 15?_ CY FILL 2,11. CY IMPORT, 82 CY EXPORT, Q CY REMEOIAL _. I 173 CY 'VOLUMES SHOWN DOES NOT ACCOUNT FOR BULKING/SHRINKAGE PH0J£CT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 214-430-24 TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 198 £ 6231 SOILS £NGIN££R'S C£Hl/,FICAT£ I, KRISHNAMENON NAOARAJA, A REGISTERED CML ENGINEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF TH£ SOil CONDITIONS PREVALENT WITHIN THIS SIT£ WAS AIADE BY ME OR UNDER MY OIR£CTION 8£TWf£N TH£ OATES OF MARCH 25. 2005 AND MARCH 28, 2005. TWO COPIES OF TH£ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH£ omc£ OF TH£ CITY ENGINEER. SIGNED: ,-.,J k::i,1w ... t" • « • TH£ CRAIJING WORK Sfl4i.L CONSIST OF TH£ CONSTRUCTION OF All CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF P£RM4N£NT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR R£OUIR£0 ON THIS SET OF PLANS ANO TH£ CITY STANDARDS, SPECIF/CATIONS, R£0/JIR£M£NTS, RESOLUTIONS AND OR!JINANCES CITED ON THESE PLANS. TH£ GRA!JING WORK Sfl4i.L 8£ PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING !JOCl.ll,(£NTS, CURRENT AT TH£ TIM£ OF CONSTRUCTION OR AS DIRECTED BY TH£ CITY ENGINEER.· 1. CARLSBAD MUNICIPAL COD£. 2. CITY OF CARLSBAD ST,4NDAROS. 3. THIS SET OF PLANS. 4. RESOLUTION NOs. 5905, 5906 & 5907 DATED JUN£ I, 2005. 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRL/CTION (GREEN BOOK}. 6. SOILS REPORTS ANO R£COAIAl£NOATIONS BY CONVERSE CONSULT,4NTS. DATED APRIL 5, 2005. 7. TH£ SAN DIEGO REGIONAL ST,4NOARD ORAWINGS AND AS MAY 8£ MO!JIFIED BY TH£ CITY OF CARLSBAD ST,4NOAROS. 8. CALIFORNIA CQ4STAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DAT£/J N/A • 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP} PREPARED BY N/21 OAT£!) NIA WOii) NO. NIA 11. STORM WATER MANAGEME:NT PLAN (SWMP) PREPARED BY QZl4Y CONSULTANTS. OATEO U4Y 20. 2005. 12. TH£ CALIFORNIA STORM WATER Q/JAUTY ASSOCIATION (CASOIJA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO ST,4TE OF CALIFORNIA, DEPT. OF TRANSPORTATION. CONSTRUCTION SIT£ BEST /.IANACEMENT PRACTICES (Bl,IP) MAN/JAL tft;EN0 OESCRIPTION STD, OWG. SYMBOL 0A YLIGHT LIN£ , , , · · · , , · ' ' .. ' ' ' . ' ' -1_ --'t'.. - LOT LINES , , , , • , , , , , , , , , , , • • , , , • , , , , , , , EXISTING CONTOUR • · ' ' · · • • · · ' · · · ' · · ' · ' ' ' · · ' PROPOSEO CONTOUR• , • · · · • • · · , • · · , • • , , • • • , , .----<§r EXISTING SPOT ELEVATION , , , , , , , , , , , , , , , , , , , , , EXISTING FlOWL/N£ ELEVATION , , , , , , , , , , , , , , , , , , , EXISTING SLOPES . PAO ELEVATIONS • . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' FLOWL/NE ELEVATION , , , , , , • , , , , , , , , , , , , , , , , , , FINISHED SURFACE SPOT ELEVATIONS. • ••••.•••.••••• FINISHED GRAD£ SPOT ELEVATIONS , , , , , , , , , , , , , , , , 611 CURB ' . ' ' ' ' ' ' •• ' ' ' • ' ' ·G-fit. • ' ' .• ' ' 6" CURB ANO GUTTER· • • • • · • · · • · ·G-2• · · · · · · · ,4• A.C./6" BASE• ·4" A.C./6" BAS£· ,. PARKING STALL (SE£ SHEET 5) Tl= 4.5• ,. TRAFFIC AISLES (SE£ SHEET 5) Tl = 5,0• TRASH ENCLOSURE CONCR£T£ PAV/NG, , , , , . . • • • . . • .(GS-16} •••••.•• CONCRETE SWALE• • • ,C-13 MOD. (SE£ SHEET 2 FOR DETAIL), , PEDESTRIAN RAMP, , , , , , , , , , , , , , , , , , , , , , , , , • 3" PVC UNDER SIDEWALK DRAIN • · • • • · · • • · • · · • · • · • .)ffiQl- ~ R PA0=46..J '15.00 fl • ' AfG?. ~ Ito. _______ c@ ==========c{!I) 1\7\ ------ FIRE HYORANT ASSEMBLY• , · · , , , , , , · • • , • • • • · • • • • • • • • • ..,.. SEWER LATERAL· · · · · · • · · · · • • · · · • · · · • · · · • • · -S-~ WATER LATERAL· · • · • • · · • • · · · · · · • · · • · • • • · · • -W--:--@ • CATCH BASIN INSERT. . . • • . • • • • • . . . , . . , , , , , · , 1111111 Q{JANTITY 466 LF 113 LF #196 SF 2918 SF 210 SF J70 SF SE£ ARCH. PLANS 55 iF I £A • PROVIDE SUNTR££ TECHNOLOGIES STORM WATER INSERT 'Ji// .Jr/Jl'.M SM'/ AT EXfS7/NG CAIO'f BAflN. Cil!VTACt 8/0CLEAN £NVIRONM£NT,4i AT (160) 433-1640 FOR CATCH BASIN, PROVIDE !Ni£T SKIMMER BOX. ., MINIMUM SECTION. Jif2JI,· OUANTITIES SHOWN AN!J WORK TO 8£ DON£ SHALL 8£ VERIFIED BY CONTRACTOR TO HIS SATISFACTION. P.E NO: C 64969 ~ OAT£-~ ma .'loo:i LICENSE EXP/4 T, w TE.· 6/30/2001 ~N ~ If~ -1,'"0 'ti. Pt NN~~~PARTMENT A::.~iV~L i} 0 C54969 j ~ "'~ w,o (SICNED) ~~ * Elff'. * ASS/ S 7 71.11/'T,PLANNING DIRECTOR ;:;, Ci \ "~ r?'-?s1cN1:Br ►:! DATE· 10,Ji.~ _or CAI\ R£COMM£N0£0 BY.· lesir= c,..y t Q 1 :I 'PRINT NAM£. I SH,ET I CITY OF CARLSBAD I SH8TS I ENGINEERING DEPl,RTMENT PRECISE OHADING /ltAHS FrKt: "AS itLT" -~ /. WYlt¼ DESCRIPTION: 2• IRON PIP£ ANO !JISI( STAMPED CLSB-134 LS. 6215 (CITY OF CARLSBAD CONTROL PT. 134) PAD ,I (l'OINS£TTIA 'lflJNJC) CUP (),1-28 COP (),I-J9 SDP 82-0J IEJ APPROVED8'Y • C~~T s RCE 641017 EXP WWOft DATE LOCATION: IN MEDIAN ISLAND OF AVENIOA ENCINAS 440 FT. £AST OF LOGANBERRY DRIVE 0.4 Ml. SOI/TH OF POINSETTIA LAN£ AND 14 FT. WEST OF ISLAND CURB NO.SE 4 <,,~. W""~,M•m JIM¥ tm11,1:t <e.1'3//c,$ 2710 Lokl'lr A11anLI<11 Weat Civil Engineering ENGINEER 0~: / Suite 100 Planning v-( CQrlsbad, California 92010 Processing 750-931-7700 Surveying Fox: 750-931 ·-8680 I www.odoyconsultonts.com PATRICK N'. O'DAY ., t•/1.,./• (', ;?Z£y~ DATE: RCE: 27214 INSPECif'OR . r(,y,, I DATE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17211) ELEVATION: 17.403 DATUM: NAlil 88 'rl'/_•OI. r-ro, 11\ IN~TALL l.iKl:./\~l:. \Nlt::.l'\Lt:.l ,,,,, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\:J'.:11'8\0518G201.:Jwg Sep 15, 20C5 8:36::im :<refs: 051 BG2 ' "I . DATE INITIAL OTHER APPROVAL CITY EN EER PE -,i,74 EXPIRES f. :,.:,.c,7 DATE ,... 4.t,-6, /.0 DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ISi.iF' CITY APPROVAL RVWD BY: CUP 04-28 .f,J2-7A 050906 EASEMENT TABLE DISPOSITION OATf REC. OOC. NO. 8£N£RCIARY MIITURE OF E'ASEAIENT µe;o'--l=~~===f=c~.=rn;= iT4 ===½=,;~~ ==='Fe=~ T ~ I 2 3 ,, 5 6 7 10--8 3-88 3-'8-88 5-31-88 0£SCRIPTION 'XIST. 6" IK'p S~R STUB l£s57.98 fXIST. • 1 • 1-CP ¥:Jll IN[ EXIST. 6" ACP WA Tli INF EXIST. 2• OOMF'iTIC WATER WJ.J!f,_f EXIST. •-1 • RCP STORM DRAIN EXIST. STORM ORA/N GRAT£ FX/.~T. Ff.= H T 4 I EXISTING 0. PT. ST< 'RE. T£NANC£ EASEMENT UT/LIT/£. '{) UT/LIT!. PARKING ,t ACCESS UN. 'NO COAIMIJN/CATION STRUCTURES ANO ABOllf GROIJNf) MARKERS, P£0£STALS, TERMINAL £Q/JIPM£NT CA8/NETS, OTHER ASSOCIAT£0 L 'S UTILITY OA TA TABLE T CANNOT 8[ REFERENCE om;. OISPOS/TION OWC. NO. 267 2 STA. 9+46.19 REMAIN-MAK£ CONNECTION OWC. NO. 261-2 REMAIN OWC. NO. 7-2 PART TO REMAIN ,t PART TO Bf A8ANOONEO OWC. NO. 261-2 REMAIN-MAKE CONNECTION OWC. NO. 267-2 REMAIN OWG. NO. 267-2 REMAIN OWC. NO. 267-2 TO 8£ RE@_T£fl SEE SHEET 4 NOTE!! C~/~T DESIGNED BY: LL,~ .• ,J,Q, DATE: MAl!CH 2005 ELECTRONIC DATA RlES ARE FOR REFER£NCE ONLY AND ARE NOT TO 8E USED FOR Ha?IZONTAL OR l.f:R7TCAL SUR'.£Y CON TROt. O'Day Consultants, Inc. 'I ~ -NO. 27214 ~ !.J EXP. J/J1/01 * s 2710 Loker Avenu• Weat Civll Englneerlng Suite 100 Plonning Corl1bad, California 92010 ProceHing 760-931-7700 S1.1rveyin9 Fcnc 760-931-B680 www.odoyconeultonte.com DRAWN BY: M,e, SCALE: AS SHOWN PROJECT MGR: LLG. JOB NO.: 05-1118 ENGINEE~ORK: -y/ I.J/t J-/ o< DATE: PATRICK N. O'DAYC/ RCE: 27214 ' I , R/W 10' 5.5' ~ - 40' 40' 32' ' 8' 8' ' 32' I I I TYPICA1, SfCTJON -A VfNIIM ENCINAS NO SCA££ {LOOKING WEST) R/W 10' 5.5' (J) EASEMENT LOT LINE (J) EASEMENT 2% - 5' I 24' 0 24' I 5' 5.5' -I TYPICA1, SECTION -PHIYAT£ ROAD OEPTH s 0.12· --- !(OS()/{£' (l()()l(TNC N<llmf£AST) 3' I-r P.c.c (s60-c-J2soJ fi SHOWN ON PLANS llQOlfl[p G-U CONC8fT£ SWALE NOSCAI.£ lffIJI; I, SEE SAN OIEGO REGIONAL ST,4,NOARO ORAWINC G-13 FOR AOOIT/ONAL NOTES ANO DETAILS. BENCHMARK: II Av.UIL T" £ b~ 211+-/ei, DESCRIPTION: 2" IRON PIPE ANO OISK STAMPEO CLSB-/J4 LS 6215 {CITY or CARLSBAD CONTROi. PT. 134) LOCATION: IN MEOIAN ISi.ANO OF A VENIOA ENCINAS 440 FT. EAST OF LOGANBERRY DRIVE 0.4 Ml. SOUTH OF POINSEmA LANE ANO 14 FT. Hf:ST or ISLANO CURB NOSE RCE t:'Jt:J/7 EXP.~/08" ~<::/ ~ RE~ l~SPEC OR DATE ~-fr-" ( DATE RECORD FROM: CITY or CARLSBAO SURVEY CONTROL (ROS 11271) ELEVATION: 11.403 DATUM: NAfV 88 , I SCALE: I• • 100' SHEET INDEX S'IECl'NO. DA TI: I 2' 3 4 5 6 7,1 8 IN,ITIAL ENGINEER OF WORK /1\ REVISION DESCRIPTION G: \C51 I 18\051 %2CL.d11g Od 07, 2005 9: 59am Xre"s" D511'.-G2; 0518rrop; 0518SI-E; 0518T'; 05137U-L; \A,,rrARK)IMS I' IXSCRIPTION TITLE SHEET KEY MAP ANO STREET S£C/70NS IMPRO V[lrlfNT REMOVAL PLANS GRAOINC PLANS PAVEMENT SEC/70NS, STRIPING ,t S/CNA/J£ PLANS HORIZONTAL CONTROi.. Pl.AN EROSION CONTROL PLANS DATT: INITIAL DATT: INITIAL OTHER APPROVAL CITY APPROVAL 11 ! ' I I o· J.5' 100' .. 50' 200· SCALE: 1' • 100' - --- 1 S,ET 1 CITY 0 CARLSBAD I SHBTS I ENGINEERING DEPARTMENT PH£C/S£ GIM/JING PLANS rOli: PAD, (l'OINStTTIA m.f.A(;[) Cl.IP fH-28 COP fH-J9 SOP 82-0J (£) APPROVED8r . -~. CITY EN NEER ~ • '' ,..,.;LENN lHOMAS PRUIM t,Vlt.f., S "PE 51274 EXPIRES 9-30 07 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: c;.-iP RVWD BY: CUP 04-28 432-lA I . : I 7 NOT£// ELECTRa¥/C OA TA RLES ARE Fa? REFERENCE CJtl Y ANO ARE NOT TO BE USF:O FOR HORIZCJtTAL OR ITT?llCAL SURVEY CCJtTROI. O'Day Consultants, Inc. N44'.J/'45"W .JOI.fl@' \J LOT 18 l===:co c==--::i== "' ~ '"'" ~ ~ ,. '"--.., ', If. 20' -----10' 40' SCALE: 1 ' : 20' c~;~;?, s 2710 Loker Av•nue Waat Civil Engineering Suite 100 Plcnning Cor.Jsbad, Callfornio 9201 O Processing 750-931-7700 Surveying Fax: 760-931-8680 www.odayconsultont111.com / I L015 LOT LINE ,:· ~x c' ,, :-' \, ,, ', ,, (~x ~' c -,. \ I '•. J _____ _, X ,, / X C;, /', 0 'o" . c, (:., '~ 'c· fr' \) "A~ILT" DESIGNED BY: LL,G,, ,,l,Q. DATE: MAR~~ 200~ DRAWN BY: M,e, SCALE: 1· = 20· £ L ww.-PROJECT MGR.· LL,G. JOB NO.: 05-1118 RCFb#/017 EXP W.Jli:?M DATE ENGINE~RK: ~~ • □fr1/4f·( ~lrr/4t PATRD: N. O'OAY v RCE: 27214 I PECT R DATE I I LOT LINE"'"\ LOT LINE 29. '8' \ Ji. 1-------l '----l-1 Ir\ ~ ~ I ~r ~ ~ i Cl: ·~----f =·'--~l BENCHMARK: ~ ~ ·-.~ -~ !lil i ' ' I ' DESCRIPTION: 2' IRON PIP[ ANO 0/SK STAMPEJJ CLS8-/J4 LS. 6215 (CITY OF CARLSBAD CONTROL PT. /J4} LOCATION: IN MEO/AN ISLAND OF AVENIOA ENCINAS 440 FT. EAST OF LOCANB[RRY OR/VE 0.4 Ml SOUTH OF POINSETTIA LANE AND 14 FT. WEST OF /SIANO CURB NOSE RECORD FROM: CITY OF CARLS8AO SURVEY CONTROL (ROS 11211) ELEVATION: 17.40.J DATUM: NAW 88 N45'28'15"E 15.24' l1/ 1' LOT 11 /1\ DATE INITIAL ENGINEER 0, WORK r • I REVISION DESCRIPTION G:\C51118\0518G20~-.dwg Oct 07, 20CS 'O:CO::im >'.res: 0518G2; 051 g-p; O.S18r.ap L£GCNO OESCRIPTIQN LOT LINES , , , , EXISTING CONTV/JR ' • ' • • £4W CUT EXISTING AC PAl4N0 DUSTING CURB TO 8£ REMOVED' EXISTING AC PAVING TO BE R£MOVEI! • DATE INITIAL DATE SYMBOL WANT/TY ,-•-·-·-·-·-2JO LF Jl5 LF ·------- 2206 SF I SJET I CITY OF CA UT .... BAD I SHBTS I ENGINEERING OEP.6.RTMENT EXISTIN6 MlfllfOVEllt'NT IIDIO'IAl F'Olt: PAO ,I (POINSm'IA VILJ.AGE) CUP fH-28 COP fH-J9 SOP 82-0J IE) APPROVED ,:,r --~ ' • ·-,.,,_ GLENN THOMAS PRUIM , J3f •S: CITY EN INEE.,r PE 51274 EXPIRES 9 30-07 ~-- INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: G,vf' OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-28 432-lA ' / 10' -----5· 20' SCALE: 1" = 10' LEl.fA/Q .liQfil.· /NO/CATES 15' WAT[R EASEl.([NT TO C.M. W.O. PER OOC/JMENT NO;.,,,---..,,.,~~-REC~--P.fl. 05-_ /NO/CATES 6" C/JR8 /NO/CATES 6" C/JRB .t G/JTTER 1. SEE LANOSCAPE OR ARCHITECTURAL PLANS flJR HAROSCAP[. SIOEWALKS. PEOESTRIAN RAMPS ANO SIGNS. 2. SEE PL/JMEJ/NG PLANS FOR SEWER ANO WATER LATERAL CONNECTION AT 8/JILO/NG. J. PROV!OE .J' MIN. COl!fli' flJR PRIVATE WATER ANO SEWER. FOR SEWER W/Tli LESS THAN J' COlfli. CONCRETE ENCASE PER S.D.R.S.D. S-7. -I. @-SEE SHEET 2 flJR EAS[l.([NT M TA TABLE 5. FOR GRADING AN!) SITE PREPA/l4T/ON, SEE SECTION 7.J OF TliE SOILS REPORT. 6. @ -SEI SHE:ET 2 flJR EXIST/NC /JTN.ITY MlA lA81.£ 7. 0-SEE SHEET I FOR CONSTR/JCTION CALLO/JTS. MATCH EXIST __ AC ELEVATION 8. PROVIDE S/JNTREE TECHNOLOGIES STORM WATER /NlET SKIMMER BOX AT EXISTING CATCH 84SIN, CONTACT 8/0CLEAN ENVIRONMENTAL AT (760} -IJJ-76-10. PROV/OE STENCILING AT CATCH 84SIN. SEE STORM WATER MANAGENENT PLAN "fJ ·•. -l#f1f;tJIA1N AOOIT/ONAL OElAILS AN/J NOTES. / . .• J /' , .. v)8 / _',·1· •• (. -...,. ((J/ -/''1 " ~-••• _ "tiis.:-. ~ ~-._ ·;>~ '"-.....~ I ~ '--.._...._ .\ ,,.,,,, I ◊ Nl9V8~W 7.00' -----,..,-.;_ £Kl$ T. 6" VCP S£$~1J.!8 65.71 FS J.O:t - \ ---I'---- ' -it L------65 I ;I 20' (TYP.) / N#'J1'45'W t, 20' (TYP.) t> g• (TYP.) SI/JEW, K /JNlJER. 'AIN A (MATCH "XI. T. IMPROVEMENTS) 20' (TYP.) ) _______ ..,...:.<q 0 66.08 FS (MA TCH EXIST. SIOEWALK} I I I I V LOT LINE I I ' ,' (66.01 FS) I / ' . 9 FS SllJEWALK} \ \ \' \ \ T. EXIST. C/JRB t <: ~ -· 1-,-.-,,,..,.~:"I __ ) ,, / ,X.. 6.5. Fr; • C 66.78 Z-~M AREA -Sf£ LANDSCAPE PLANS ( 9 ro'J. I \' •J ' ' I ' ' ' i >;\<' ' ' 1 / > .. ,I i ' ' ' 2.0% 65.' 9 1FS ',-EXIST. C/JRB 66.-11 FG CONNECTION POINT 9_ I/fl? LATERAL (6ai6 !E} +1 ,~oB \ , 2• WA LATERAL ( / 65.16 FS . '" .•' ;I r \, ./ -----+, ·. SIGNAL MAINTENANCE 1 1 EAS[},(£N.T ;'-~ """-:o:c:::::::: ' WA IFR -5"t!'.>'IE <;.O.\ s , · MftT:, -l1'1----i ~ -~ -===-"N--"--i , [XIST/NG '),'I,~ 1 I ""' \ / / -=====":_==-~ J~ C PLANTER C/JRB ---~~-=====~=== 11 ii I < · • If' /J, li:uwiifz:r<t': -= ~C------[XISTlNG , .'I :4T£R *:~CTOR TO "'··•~ ---m IRRIGATION BO;fS ;r◊/;; [±} £X/$T: 2"0,0M(srtC'.7'.·::.:·_~-----f WA ltR SE:RV/CE. • I I R/W EXIST/NG ,. "" /RR/GA TION BOXES ' ' ' 1 LOT UN£- ' ' i-...j___ EXIST. TC HANO/CAP SIGN -SEE NOT/: I HANO/CAP SIGN -SEI NOT£ I C/JRB J.O' 1c 56.0\2 fS) (65- " i t I~ I A !.,1 I ! 7 I <l ! .1 re s 12 ~~ ~~ i • I ' 66.75 TC 66.29 FS <1 f LANOSCAP[ AR[A -SEE LANO 'APE ...... ~-· O" TO 6' C/JR. TRANSITION@ 1,g 65.8e-FS 4.', a ~. " <! •., '7 ,J i <, I 7 r I " " ,1 ! I ~I ! I ,JI ? 9 i < " i ~~s i 1,b '.l~ I ij . < I ~ ~ .., :g "l .., oft !t v -1.3:r <J \ ! ' I llf.l~II. ~I SCALE: 1 • = 5' /f;-;. . '·"·'\. !( :1 ' ,, \ I ~ A ~-p~ \Y ,c be~\\ \~ o· t;· -,.. -- '\; 3•p~--\. ~, <J ,::: " /2 <l 4 £ a "§I •1 ~1 .j " ,1 £ '1 <, ~ £~ ,1 " f<,· a 'cl G FF= 66.88 (NO METl:R) .. . I I -INSTALL J/4' METE!/ PE:R CA/WO ;--., BENCHMARK: ~ CITY OF CARLSBAD I SHBEETS I t:::::t:::j~==============================t====.:t====.:t====~t===j L±__j ENGINEERING DEPARTt.lENT PNECIS£ GRADING f'l.ANS FM: NQTE!! ELECTRONIC DA TA RLES AH£ FCY? REFERENCE CWL Y AND AH£ NOT TO BE USED FOR HORIZONTAL OR VERllCAL S/JRl£Y CONTROi. ' c~/~;;i,s DESIGNED BY: I,1.,!,,, ,I,!,, DATE: MARCH 2005 DRAWN BY: M,e. SCALE: 1· • 1!2'. PROJECT MGR.· T.LG, JOB NO.: 05--1118 • "AS gLT" ,g . "Utl//o• RCE ~'/0/7 EXP. 1,,/so /oft DATE DESCRIPTION: 2' IRON PIPE AND 0/SK STAMPEO CLSB-13.4 LS. 6215 (CITY OF CARLSBAlJ CONTROL PT. 1J4} LOCATION: IN MEO/AN ISLAND OF Alf'NIOA ENCINAS 440 FT. EAST OF LOGANB[RR Y OR/1£ 0. 4 Ml. SO/J Tli OF PO/NS[TT/A LANE AN!) 14 FT. HFST OF ISi.ANO CURB NOSE APPROVED(lr PAD -I (POINS£T7/A 'IILLAGE) CUP ~-28 COP ~-39 SOP 82-0J {E) ,.._,.,, GLENN THOMAS PRUIM l•f.VJ..£ PE 51274 EXPIRES 9-30-07 D11 TE O'Day Consultants, Inc. EXP. 3/31/07 CIVIi.. Or C/Ji \~ 271 O Loker Aven1.1e WHt Suite 100 Carlsbad, Col1fornlo 92010 760-931-7700 f(lX; 760-931-8680 www.odoyc1Jnsull<Jnts.c1Jm Civil Engineering Planning Procet!lllllng Surveying . ' ' ENGINEER OF~ / R~ /{ DAT,~{J/.(o( PATRICK N. O'DAY IJ RCE: 27214 !t,SPECTOR "f'..-1' ,._ • ~ DATE ' I RECORD FROM: CITY OF CARLSBAO S/JR~Y CONTROL (ROS 17271} ELEVATION: 71AOJ DATUM: NA IV 88 I , L GRl:AS.E. IN ENGINEER OF WORK REVISION DESCRIPTION G: \:Jb1118\:Jti1 bGL.04.dwg Oct O /. 20D5 10. 02orr Xrefs: CS1-:!G2; 05'8TP; 05187LL, uti·e::; 1::_; UtileUIL; O::..lSGFJ; O:';-l8·11up TOR DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY:--~ CHKD BY: G\/P RVWD BY: I PROJECT NO. DRAWING NO. CUP 04-28 432-lA 050906 111405 / -.f--N#'.Jl'~"W J01.99' _? \·,, ,' ~ ------i L NOTEJJ RECTT?ONIC OA TA RLES ARE FOR REFERENCE ~LY ANO ARE NOT TO 8£ l/SfJJ FOR HORIZ~TAl OR VERTICAL Sl/RVEY CONTROi.. c~/~, s 271 0 Lok•r Avenue West Civil Engineering Suite 100 Planninr;i Carlsbad, Collfornio 9201 O Processing 760-931-7700 Surveying Fa)(: 750-931-8680 O'Day Consultants, Inc. www.odayconaultants.com 214. -15' LOT LIN£ "C) '¥-f,i-,4'-1--H+Jl- 0 ~---'-+, '~ 's£E; NOft 2 ~' .---,-~ > ' • • . " X ·, · .. ;,;_r. ' X -~ ~~r I --~J ·1 'I-, ,. 11 V X L07 11 "AS DESIGNED BY: T,L,~ .. J,C, DATE: MARCH 2005 BUil T'' L /L DRAWN BY: M,e, SCALE: ]' -2a'. 111 't'/4-' PROJECT MGR.· T.LG, JOB NO.: 05-1118 RCE 1,67017 EXP e,/aolott DATE ENGINEERM RE;.07 p~ DATE/P//l'jp( '!lrrf"t PA"!RIOO'N. O'DAY ' RCE: 27214 INSPECTOR ( D TE X LOT UN£ LOT LIN£ 48' l% ~ ls "' '·-~ --c:.:> .-.,,. -·· . ,I<, ;1~ ~ ~ ~ ~~ ~ BENCHMARK: DESCRIPTION: 2• IRON PIPE ANO /)/SI( STAMP£!) CLS8-IJ4 l.5 6215 {CITY OF CARLSBAO CONTROL PT. 134) LOCATION: IN MEO/AN ISLANO OF A V£NIOA £NCINAS 440 FT. EAST OF LOGAN8£RRY OR/V£ 0. 4 Ml. SOUTH OF PO/NSEmA LANE ANO U FT. /ffST OF ISLAND CURB NOS£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 11211) ELEVATION: 17403 DATIJM: NAVO 88 N44'Jl~"w 29.68' DATE / ., -, 1 --------' -c-+,: __ _ ( --\ ' ------------------- /1\ INITIAL r j ------- ENGINEER OF WORK REVISION DESCRIPTION G:\051118\0518G205.dwg 0:t J7, 2005 10:12cM Xref-:i: 0518G2; c,518T~; :15187lJTI fi?)1~mn:-i; 0518Sl"T tfCENO © @ PARKING STALL (J" A. C./6" BAS£)~ , , , , , , , , , , 4896 SF TRAmC A/SL£ {4 • A. C.ft • BASE),* , , , , , , ,2918 SF 0 1 1/2' PORTLANO C£M£NT CONCR£1£ PAVEMENT, , , , , ,210 SF PER CITY OF CARLSBAO (GS-16) • • SECTION SHO/JLO 8£ V£RIF/£!) BY R-VALU£ TEST OF TH£ SUBCRAO£ SOil AT TH£ £NO OF TH£ GRADING OF TH£ SUBGRAO£ ' SIGNS ~ HANO/CAP SIGN-SE£ ARCHITECTURAL PLAN FOR !)£TAil FIRE LANES PAINT CURBS Rm WITH WHITE STENCIL ·No PARKING FIR£ LAN£. £VERY 50' !1QJ£S I) SE£ ARCHITECTURAL PLANS FOR PARKING LOT S/GNAG£ ANO STRIPING. 2) SE£ ARCHITECTURAL/lANOSCAP£ PLANS FOR S/0£WALKS/HAROSCAPE ANO HANO/CAP RAMPS. 1 sjET I - ---10· SCALI: 1" = 20' CITY OF CARLSBAD ENGINEERING DEPARTMENT 40' ONSITF PA 'ICMCNT, STIIH'INC k SIIJNACE PLANS F'OII: PAO 4 (POINSETTIA Vfl..l.AGC) I SHBTS I CUP lH-28 CDP tH-.J9 SOP 82-()J IE) APPROVEoar -~ ·" _.,....-GLENN THOMAS PRUIM 11.z~f•S: CITY E~GINEER PE 51274 EXPIRES 9 JO 07 D TE DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: G~P OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 04-28 432-lA I I I -+-N,f,f'Jf'45"W JOf.99' -~,,,,1----- NOTE// ELECTRONIC OA TA RLES AR£ FOR REFERENCE ONl Y ANO ARE NOT TO BE I/SEO FOR HO/i?IZC#TAL OR VERTICAL SIJRVEY Cf.WTRa. O"Day Consultants. Inc. ( i \ l I ~ t 2710 Loker Avenue Wot Civil Engineering 21,f,45' X 20' J ,f8' ~ '.t! 8 ~ X LPT 11 X ,CJ L ~'-.. Uiiiii-..iiil " ~ ~ t --------------------------- DESIGNED BY: T.LG., J,C. DATE: MARCH 2005 DRAWN BY: M.P. SCALE: 1 • • 20' PROJECT MGR.· T.LG, JDS NO., 05-1118 "AS BUil T" .d IL ?ar/1¼ RCEf.~017 EXP.~/3o/Qfl DATE t LOT LINE IS ~ Nl5'28'15"E 15.2,f' I / ,. .... ~ ~ ~ ~ .. R=450.00' / I I BENCHMARK: . " ' DESCRIPTION: 2" IRON PIPE AND DISK STAMPED CLSB-1~ L.S. 6215 {CITY OF CARLSBAD CONTROL PT. IJ4) LOCATION: IN MEDIAN ISLAND OF A I/EN/DA ENCINAS -f40 FT. EAST OF LOGANBERRY DRl'IE 0.4 Ml. SOUTH OF POINSETTIA LANE AND 14 FT. WEST OF ISLAND CURB NOSE Suite 100 Planning ENGIN_Efy--;ER OF WO✓RK: 760-931-7700 Surveying I<(,'~ / ,,,/ ~ -,/;,l,t RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17211) Co,l,bod, Col;fomio 92010 Prnce,sing /,/,• I 1,/J.,. RZEVIE D::;: /J Fox: 760-931-8680 DATE: / .,..,,,~ www.odoyconsultantl.com PA~ N. o'rfj y ~= .. ._ _____________________ ...L.:...:::='.:...!!:...::'...~----_.'..'R.':'.'CE::.:~2c!.:72~1'.!.4_J,!IN,:,;S~P~E;:;:C.:_:TO:;,:R;_ _________ .!:D~A~TE:..._J ELEVATION: 77.40J DATUM: NAvV 88 I I CURB (NO) DELTA/B£ARING I t:. =lll072'J7' 2 N,f,f'JO ';f.2'1ll J S45'28'05..,W 4 N./,f 'J2 'OIJ"W 5 t:. =90VO'o0" 6 S45'21'52"W 7 N4-f'J2'08"W 8 S45'21'52-II r--9 t:. =90'00'o0' 10 N4,f '32'08"W II S45'21'5i"W 12 N4-f'32 08"W IJ S45'21'52"W /,f S45'27'52"W 15 NU'3208"W 16 S-15'2 7'52"W 17 NU'J208'W 18 I:, =/5,fU'l5" 19 N18¥6'.2J~W 20 N18¥6'2J"W / 21 I:, =91 '01 'J8" 22 N7072'00"W 2J N,f4'J2'08"W 2-f t:. -180'00'00' 25 N-f4 '32 'OIJ-» 26 t:. =l'"VO'Oif" ', . ' /1\ DAT! INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \051118\0518G206,dwc De~ 07, 200~ 10: 1Jam Xrefs: 0518G2; 0515----P; -051571fl; 0~Hhiap; 0518SITE ii DATA RADIUS LINGTH J.()()' 9,,fJ' --17.61' 45.00' 18.50' 1.00' 1.57 --19.00' 59.50' 19.95' 1.00' 1.57' --18.00' 9.50' 7.00' !o.00' --6.00' --J.00' Jl.95' 18.96' 2.00' 5.J8' U.6-f 15.90' 2.00 J.18 J.5J' JJ.!JO' J.00' 9A2' JJ.50 J.00' 9,-f2 DAT! INITIAL DAT! INITIAL OTHER APPROVAL CITY APPROVAL t 20' ,o· -----lo· SCALE: 1" • 20' I S6ET I CITY OF CARLSBAD I SHBTS I ENGINEERING DEPARTMENT HO/NrONTAl CONT'lfOt. 1'1.ANS FOlf: PAO 4 (POINS£TTIA 'IIU.AGC) CUP O,f.-28 COP (),I-J9 SOP 62-0J (£) APPROVED81" • • 1 --GLENN THOMAS PRUIM -~ ---6t> /:1✓/o5 . CITY ENGINEElf PE 51274 EXPIRES 9 30-07 DAfE"? OWN BY: PROJECT NO. DRAWING NO. CHKD BY·~ RVWD BY: CUP 04-28 ,1J2-7A r1 \ . 111405 EROSION CONTROL NOTES I. IN CASE £1,1£1/GENCY WORK IS fiFQ/JIREO, CONTACT CLINT KNOX AT (lU} 966-6./75 2. £Q/JIPMFNT ANO WORK£1/S FOR EM£l?GFNCY WORK SHALL 8£ MADE AVAILABLE AT All l/M£S OUR/NG TH£ I/A/NY S£ASON. All NEC£SSARY MATERIALS SHALL 8£ STOCKPIL£D ON SITE AT CONVE:N/ENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY Ofl1CES ffN RAIN IS £MINENT. 3. 0£VICES SHOWN ON PLANS SHALL NOT 8£ MOW OR MOl)fFl£D IMTHOIJT TH£ APPROVAL OF TH£ £NG/NEER/NC /NSPEC TOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/NC ORDER TO THE SA l/SFACTION OF THE CITY DIC/NffR AFTER EACH RIJN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL AOO/l/ONAL EROSION CONTROL MEASURES AS MAY 8£ R£0U/l/£D BY THE CITY £NG/NEEi/ DUE TO UNCOMPLETED GRADING OPERA l/ONS OR UNFORESEEN CIRCUIISTANCES l'IHICH MA Y ARISE. fJ. THE CONTRACTOR SHALL 8£ R£SPONS/8/.E ANO SHALL TAKE N£CESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS fffic IMPO/JNOEO WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL IIEASU/iFS PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO HE/iFON. 8. GRADED AREAS AROUND THE PRO.ECT PERIM£TEII MUST DRAIN AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE: OEVICES SHOWN SHAlL 8£ IN PLACE AT THE ENO OF £ACH /K)R/(/NC DAY I/HEN THE FIVE: (5) DAY RAIN l'fl08A8!llTY FORECAST EXC£EOS FORTY PERCENT (-IO~. SH.T ANO OTHER IJE8RIS SHALL 8£ REMOVE:O AFTER EACH RAINFALL ta All GRA 1£'. BAGS SHALL 8£ 8/JRLAP TYPE 111TH J/4 INCH 1,1/N/M/J/,1 AXR£GRA TE. fl. SHOULD GERM/NAT/ON OF H'fVROSEEOEO SLOPES FAil TO PROV/OE EFFECTIVE CO~AGE OF GRADED SLOPES (!iOX CO~AGE) PRIOR ro NOVE:IIBER 15, THE SLOPES SHALL 8£ STABILIZED BY Pl/NCH STRAW INSTALLED IN ACCORDANCE llfTH SECT/ON JS,02.J OF THE £ROS/ON ANO S£0/AIENT CONTIWI. HANDBOOK OF THE DEPARTMENT OF CONSERVA l/ON, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION All PERMANENT ANO TEMPORARY EROSION CONTROL PLANT/NC ANO IRRIGATION SHALL 8£ INSTALL£!) ANO l,/A/NTAIN£0 AS R£Q/J/REO IN SECTION 212 OF TH£ STANDARD SPECIF/CATIONS ANO THE FOLLOW/NC: A. H YMJSE£0/NG SHALL BE APPLIED TO: I. ALL SLOPES THAT AR£ GRADED 6: I (HOIIIZONTAL TO f!lll/CAL) OR STEEPER IIHF:N THEY AH£: a. TH/iF£ F££T OR l,{OfrE IN H£/GHT ANO ADJACENT ro A PUBLIC WALL OR STR£ET. b. All SLOPES 4 FEET OIi i/ORE IN HEICHT. 2. AREAS GRADED FLA TTE/1 THAN 6: I I/HEN ANY OF TH£ FOi.LOW/NC CONO/l/ONS £XIST.· o. NOT SCHEOUI.£!) FOR !ltlPflOV£1,{[};TS{CONSTRIJCT/ON OR GENERAL LANDSCAPING) IIITHIN 60 DAYS OF ROUGH GRAO/Nc. b. IOENTIFl£0 BY TH£ PARKS ANO H£CREA TION OIR£CTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA ff ANY SPECIAL CONOITION IDENTIFIED BY THE CITY ENG/N£EII THAT WARRANTS ll,ll,f£0/A TE TREA TIIENT. 8. HYDROSEEOEO AREAS SHALL 8£ IRRIGATED IN ACCOROANCE 111TH THE FOi.LOWiNG CRl~A: I. All SLOPES THAT Alic GRADE{) 6: I OR S T£EP£11 ANO THAT ARE: a. THI/££ TO £/CHT FEET IN HEICHT SHALL 8£ /RR/GA TEO BY HANO WA TEI/ING fflOI,( QUICK CO/JPLEIISA/OSE 8/8S OR A CONltf:NTIONAL SYSTEl,f OF LOW PRECIPITA l/ON SPIIINl(LER HEADS PROVfOING 1/JOX COltf:RAGE. b. GI/EATER THAN lJ FEET IN HEIGHT SHALL 8£ WATE/1£0 BY A CONVENTION- AL SYST£1,f OF LOW PR£CIPITA TION SPRINKLE/I HEAlJS PROVllJ!NG IOOX C0',€1/AGE. 2. AREAS SlOl'ED LESS THAN 6: I SHALL BE IRIIIGA TEO AS APPROf!O BY THE CITY [NG/NEDI, PIIIOR TO HYOROSEEOING. TH£ lJHCLOPE/1 SHALL SIJIJl,f/T A PIIOPOSEIJ SCHEI,/£ TO PRO VID£ II/RIGA TION TO TH£ CITY ENC/NE£R. THE PROPOSAL SHALL BE SPECIFIC ll[GAl/0/NG TH£ NUU8£11S, T'tPES ANO COSTS OF THE £Lat£NTS OF THE MOPOSElJ SYST£M. J. IRRIGATION SHALL 1,/A/NTAIN THE MOIST/JI/[ L£VEL OF TH£ SOIL AT TH£ OPT/Al/JAi LEVE:L FOIi THE GIIOWTH OF THE HYOIIOSEEOElJ GROWTH. C. H'tfJIIOS[EOINC 1,//X SHALL CONSIST OF All OF THE FOLLOl#NG: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PEIi ACRE OF I/OS£ CLOl£11 b. 20 lbs. PEIi ACM OF l'OHIIO FESCUE c. J lbs. PEIi ACl!'E OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PEIi ACl!'E OF ACHII.L£A M/ll£FOUA ,. J lbs. PEIi ACl!'E OF Al YSSIJAI (CAIIP£T OF SNOW) f. I /2 IO. !'fl/ AC/If OF OIIIOfrl'HOifCA 9. I T£AIS ~ q ~ ANO f OF THIS S/JBSE:C TION MAY BE OM/ TTElJ ON LOCATIONS WR£ THE AREA 8£1NC HYOIIOSEEOEO IS NOT VISIIJLE Fl/OM £/THEIi A Pl/f!t/C STl/£ET OIi IIESIIJENTIAL STRIJCTIJR£S. h. IT£/,/ q OF THIS SUBSECTION MUST 8£ INOCULAT£0 IMTH A NITROGEN FIXING 8ACT[I//A ANO APPLIED ORY EITHER BY OR/LL/NC OIi BROAlJCASTING B£FOIIE HYOIIOS£E1JING i ALL SE[{) 1,/,1, lfRIALS SHALL BE TIIANSPORT£0 TO TH£ JOBS/TE IN l/NOPENEO CONTAINERS MTH TH£ CALIFORNIA DEPARTMENT OF FOOD ANO AGI/IC/Ji 7lJR£ CERT/FICA 7ION TAG ATTACH£{) TO, OR PRINT£0 ON SAID CONTAINERS. j NON-PHYTO-TOXIC KTTING AGENTS MAY 8£ AOlJElJ TO TH£ HYOROSEEO SLURRY AT TH£ DISCRETION OF THE CONTRACTOR. 2. T'rPE I MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PEIi ACRE TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITIJT£lJ, ALL OIi PART, FOR HYORAULICALL Y APPLftO Fl8£R MA TEii/AL ffN STIIAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY AIECHANICALL Y PUNCHING NO LESS THAN 5/JX OF THE STRAW INTO TH£ SOIL 3. FEl/l/LIZEII CONSISTING OF Al,fl,/ON/Ul,f PHOSPHATE SULFA TE, 16-20-0. 111TH l5X SULPHUR APPL/£0 AT TH£ /IA TE OF 500 lbs. PER AC//£ 0. AREAS TO 8£ HYOl/05££!)£0 SHALL 8£ PREPARED PRIOR TV HYOROSEEOING BY: I. ROUGHF:NING TH£ S/JIIFACE TO 8£ PLANTE{) BY ANY OIi A COl,flJ/NA l/ON OF: a. TRACK WALKING SLOPES ST££PER THAN 6: I b. HAIIROltlNG AREAS 6: I OIi FLA TTEII THAT ARE SUFFICIENTLY FRIABLE c RIPPING Af/EAS THAT /till NOT BIIEAK /JP USING IT£AIS a OR b ABO!,£ 2. CONDITION/NC THE SOILS SO THAT IT IS SIJITABLE FOR PtANTINC BY.' a. AOJ/JSTING THE SUI/FACE SOIL MOIST/JI/£ TO PROVIDE A OA,lff' BUT NOT SA TIJRA TEO 5££0 8£0. b. THE AlJlJITION OF SOIL AAl£NOll£NTS, PH AOJ/JSTMENT, LEACHING OR COVE:IIING SALINE SO/i.S TO PROl40EO VIABLE CONDITIONS FOIi GROWTH. £ HYOROSEEOEO All[AS SHALL 8£ MAINTAIN£!) TV PROV/!)£ A VIGOIIOUS GIIOWTH 1/NTIL THE PIIMCT IS PERMANENTLY LANDSCAPED OR, FOR AREAS I/HERE HYOIIOSEEOING IS THE P£RMAN£NT LANlJSCAPING, UNTIL THE Pllo.ECT IS COMPLETED ANO ALL BONDS 1/ELEASEO. O'Day Consultants, Inc. EXISTING GROUND JO' MIN. T O'MIN. ElN:J STEEL SHAKER PLATES/ RUMBLE RACKS FENCE/BARRIER TO RESTRICT ____ __, PUBLIC RIGHT- OF-WAY PUBLIC RIG T-OF-WAY TRAFIC TO CONSTRUCTION ENTRANCE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS ACTS AS SPILL WAY TRANCE J 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. ------------~ / -------~-======--~rn1m=-"' ~ .. ~,ftSUt ~I I J. ATTACH THE FILTER FABRIC TO T E WIRE FENCE AND EXTEND IT I TH£ TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EX CAVA TED SOIL INLET SPILLWAY, 1-BAG HIGH EDGE OF PAVEMENT -FLOW '---SANDBAGS, 2-BAGS HIGH I:EGENP DESCRIPTION QUANTITY STABILIZED CONSTRUCTION ENTRANCE 1 EA SILT FENCE 300 LF STORM DRAIN INLET PROTECTION 1 EA GRAVEL BAGS 115 EA SYMBOL = SILT FENCE STORM DRAIN INLET PROTECTION TYPE 3 NQlEJ.I ELECTRON/i ONLY ANO OR 'C OATA FILES ARE FOR REFERENCE ARE NOT TO BE /JSEO FOR HORIZONTAL 't:::iS/ ~( I:; ~~\C"-N. Oo ~ "' qr '!,_ -~ NO. 27214 ; C~~;?TS DESIGNED BY: LL.G.. J.C. DATE: MARa-t 2005 DRAWN BY: M.P. SCALE: AS SHQMl PROJECT MGR.-LL,,, JOB NO.: 05-]]lB BENCHMARK: DESCRIPTION: 2• IRON PIPE ANO DISK STAMPED CLSB-IJ./ LS. 6215 (CITY OF CARLSBAD CONTROL PT. I 3./) LOCATION: IN MEO/AN ISLAND OF AVENIOA ENCINAS 440 FT. EAST OF LOGANBERRY DRIVE a4 Ml. SOUTH OF POINSETTIA LANE ANO 1./ FT. WEST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL (ROS 17271) ELEVATION: 77.40.J DATUM: NAWJ 88 VER11CAL SIJR'.f:Y CONTROi. * EXP. l/l1 /07 J';: CIVIi- 'c1r, OF CAI\< . It,. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \X'.:11"8\05188207.dwg Oct C7, 20J.':: 10: 15:im Xref~· 0518G2 I * 271 O Lok•r Avenue West Suite 1 DO "" Carlsbad, Galifornio 92010 760-931-7700 F"ox: 760-9Jl-86B0 www.odayconeuttant..com DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Civil EnginHring E~v Planning 1~/f'Pf( ProceHlng Surveying DATE: ~~ RCE: 27214 I S,ET I CITY OF CARLSBAD I SHBTS I ENGINEERING DEPARTMENT EHOSION CONTHOI. !'WIS FOR: PAO 4 (POINSETTTA VIU.A(Jf) CUP f>l-28 COP IN-J9 SDI' 82-0J IFJ APPROVED 61" C~Y-E~l~EE~. • -.-,., GLENN THOMAS PRUIM ~.s PE 51274 EXPIRES 9-J0-07 D TE OWN BY: I I DRAWING NO. PROJECT NO. CHKD BY: GYP CUP 04-28 RVWD BY: -IJ2-7A \ 111405' O'Day Consultants, Inc. I I 2710 Loker Avenue West Suite 100 Carlsbad, Col!fornlo 92010 760-931-7700 Fax; 780-931-8680 www.odayconsuttonts.com .i ( Civil Engineering Planning Procaning Survaying \<' . \•1;}'. \) I ' .. ·• i~~L BAG 0~ PERIMETER 2 ·· :~vS HIGH (TYP.) 9:'E DESIGNED BY: T.LG,, J.C. DATE: MARCH 2005 DRAWN BY: M,P. SCALE: 1' • 20' PROJECT MGR.· T.LG, JOB NO.: 05-1118 RCE: 27214 ' ~ X I 0· ,·") .,,,<> / /--;;;',,/ l STA8/L!ZFO CONSTRUCTION ENTRANCE X ,;.-) " . b" ' ' 0-C--. X " '0 ·' ' • ~ - X ii I .~ 'ii':; 11 C X L 0 ~ I i I . I ' ilil ' i X D I \'.::,· \ ' Xr CJ1 0'-J· ' I I I I i I --I SILT FENCE ~ c:s ' ' .~ ',~ t/ ""lllt ~ I _ ... ,,.,, ____ ~_' ,., , BENCHMARK: / .. ' ' DESCRIPTION: 2' IRON PIPE ANO 0/SK STAMPED CLSB-134 LS. 6215 (CITY OF CARLSBAD CONTROL PT. 134} LOCATION: IN MEO/AN ISLAND OF A ~NIDA ENCINAS 440 FT. EAST OF LOGANBERRY ORI~ 0.4 Ml. SOUTH OF POINSETTIA LANE ANO 14 FT. WEST OF ISLAND CURB NOSE RECORD FROM: CITY OF CARLSBAO SUR~Y CON 7l?Ol {ROS 17211} ELEVATION: 77.403 DATUM: NAVO 88 I I I / i \ ' \ I ' /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRl~TI~ G:\05111'3\,0518C208 dwg O::t 07, 2005 10:16cM !\refs: 0:':-1RG?; \.•51Rm,1p; 0~1RSITF; 0518TF; 05187UTL -r ·-........... ··-, .. f ......... . I 20' -----10· 40' SCALE: 1" = 20' DATE INITIAL DATE INl11AL OTHER APPROVAL CITY APPROVAL 1 s,ET I CITY OF CARLSBAD I SHBTS I ENGINEERING DEPARTMENT £ROSJON CONTfiOI. Pl.ANS FOIi: PAO ,I. {fl'OINSC171A Y/1.LAGt) CUP 04-28 COP 04-JI SOP 82-()J IE) APPROVED 4'r "' ' ~ r'.!~~ ,1' Ao.C GLENN THOMAS PRUIM t.•1'1•' QTY E INEE PE 51274 EXPIRES 9-30-07 ODE- OWN ElY: PROJECT NO. DRAWING NO. CHKD BY: Glle RVWD BY: CUP 04-28 432-lA 11t40S \ I