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Home My WebLink AboutDWG 423-9A; PIP 04-06; NORTHPOINTE TECH CENTER LOT 5; 01-16L GRADING AND EROSION CONTROL PLANS FOR NORTHPOINTE TECH CENTERtLOT 5} GRADING NOTES (IN AOO/l/ON TO TH£ REQUIREMENTS OF CHAPTFR 15.16 or THE CARLSBAD MUNICIPAL COO£) /. THIS PLAN SUPERSEDES All OTHER PLANS PREWOUSL Y APPROVED BY THE CITY or CARLSBAD REGARDING GRAOING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON OF THE CARLSBAD MUNICIPAL CODE, R£SOLU710N OF COND/l/ONAL APPROVAL, CITY STANDARDS OR OTHER AOO/llONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS Hf/EN NON-CONFORMANCE IS DISCOVERED. J CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGIN££R-OF- WORK FROM RESPONS/8/UTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. All PLAN REWSIONS SHALL 8£ PROMP Tl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A R/CHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER /till BE REQUIRED FOR ANY WORK IN THE PUBLIC RICHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAM/NC THE CITY OF CARLSBAD AS AN A00/7/0NAL INSURED ON THE PERM/ TTEE's POLICY IN THE IJINIIJUM AMOUNT or /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING TH£ POUCY MUST HA ff ~ RA TING OF 'A' AND A SIZE CA TECOR Y Of CLASS V AS ESTABLISHED BY BESTS' KEY RA TING CU/OE. 5. UNLESS EXEMPTED BY SECTION JOl.(b)'5 OF THE UNIFORM BU/LO/NC CODE, RETAINING WALLS OUTS/OE or PUBLIC RIGHT or WAY REQUIRE SEPARATE PERMITS FROM THE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE Cl]).(llENCEO UN llL All PERMITS HA VE BEEN 08 TAINEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES 7. APPROVAL OF THESE Pl.ANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR CRAD/NC TO BE PERFORMED /JNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REWSIONS /till BE /JADE TO THESE PLANS WITHO/JT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REWS!ON BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS ANO THE Till£ SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPER TY OF THE CITY UPON 8£/NC SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REWSEO TO REFLECT AS-BUILT CON0/7/0NS BY THE ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE IJAINTA!NEO TO THE PROJECT SITE AT ALL Tl/JES OUR/NC CONSTRUCTION. 12. Jll,ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTlON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY OOINC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT IHLL BE SUBIJITTED TO THE CITY £NG/NEERING INSPECTOR IHTHIN TMJ WORK/NC OA Y,5' OF THE COMPLEllON OF FIELD TESTS. IJ A SOILS COMPACllON REPORT AND COMPLIANCE '/FR/FICA 710N REGARDING ADHERENCE TO RECOMMENOA llONS OUIZINEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL BE DON£ UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR Fl/TIJRE FILL AREAS SHALL BE CONS TRUC TEO IN ACCORDANCE IHTH THE CITY OF CARLSBAD STANDARD SPECIF/CA llONS AND THE "EARTHWORK SPEC/FICA llONS • ATTACHED TO THE PRELIMINARY SOILS INVESTICA TION DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRIJCT!QN !.IEETINC SHALL BE HELD AT TH£ SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL 8£ A TTfNOED BY ALL R£PR£SENTA 711,fS RESPONSIBLE FOR CONSTRUCTION, INSPEC7!0N, SUPERVISION, TESTING ANO ALL OTHER ASPECTS Of TH[ WORK TH£ CONTRACTOR SHALL SCHEOULE THE MEEllNG THROUGH THE PERMIT CL£RK(760 4J8-J891} AT LEAST FIVE(5) WORKING DA Y,5' PRIOR TO STARTING CONSTRUCTlON. APPROVED ORAMNGS MUST BE AVAILABLE PRIOR TO SCHEDULING THE GRADING PERMIT IHLL 8£ PROVIDED BY TH£ PROJECT INSPECTOR AT THE MEETlNG. 15 ALL INSPECTION REQUESTS OTHER THAN [Qfl PR£CQNSTRUCTION MEET/NC /lfll BE ijjffi ~'SaCAJJg1?N7JJ?c1t%N~'r8JfffJ1Mt°lla!Nifff/!t°!e:&oufgs_.1/oN'e.uA T J)JLTH£ DAY BEFORE TH£/NSP£CTIQN IS NEEDED. INSPECTlONS IHLL BE MAO£ THE NEXT WORK OAY UNLESS YOU REOUEST OTHER/HS£. REQUESTS IJAOE AFTER 2: 00 P.M. MLL BE SCHEDULED FOR Tltt! FULL WORK OA Y,5' LATER. CITY Of OC0.1/S/Dl ,l, CITY OF ENCINITAS VICINITY MAP NO SCALF NOT£!! ELECTRONIC DATA RLES AN£ FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. ©2004 O'Doy Consultants, Inc. ~ "' ESS/ II 'a! . 46935 00/30/l)e * CIVIi-,~'t- 0,.-CAll~w:,, 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEi/ELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCIUO!NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEOFRAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17 THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACINC SL OP/NC OR OTHER PRO VISIONS TO BE MADE OF WORKER PRO T£C7!0N FROM THE HAZA RO OF CAVING GROUND DURING THE EXCA VA 710N OF SUCH TRENCH OR TRENCHES OR DUR/NC THE PIPE INSTALLATION THEREIM THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR /JORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED ACENCY PRIOR TO EXCAVA !ION. If TH£ PLAN VARIES FROM TH£ SHOR/NC S'fSTEI.I STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SA[E[Y ORDERS, TITLE 8 _CALIFORNIA AOMINISTRA Tiff COO[, THE PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT TH[ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA!ION 18. NO BLASTlNC SHALL 8£ PERFORIJEO UNTIL A VALID BLASTlNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS!INC PERMIT WELL IN ADVANCE OF TH£ SCHEOUL/NG OF BLASTING OPERA TlONS. 19. IF ANY ARCHAEOLOCICAL RESOURCES ARE DISCQ1£REO WITHIN ANY WORK AR£4 OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA m, K ANO THE PERIJITTEE WILL NOTIFY THE CITY ENC/NEER. OPERA llONS WILL NOT RESTART UNTIL THE PERIJITTEE HAS RECE/1/EO WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WAR/JING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOWNG EOUIPIJENT, CONSTRUCTION £0/JIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL 8£ LIIJITEO TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHIJOWNG OR (;RAO/NG OPERA TlONS SHALL 8£ CONOUCTEO ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENC/NEER/NC OEPARTMFNT COUNTER.) 21. ALL OFF-SIT£ HAUL ROUTES SHALL 8£ SUBMITTED BY THf CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC DA 'fS PRIOR TO 8£GINNINC OF JfilBK. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASTE IJA TERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER TH£ CONTRACTOR SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES QR ADJACENT STRE(TS AS A RESULT OF THf GRADING OPERATION. 2J BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO BE GRAOEO NO TREES AR£ TO 8£ R£MOVED UNLESS SPECIF/CALLY NO TEO ON THE PLAN 24. ALL AREAS SHALL 8£ CRAOEO TO DRAIN GRAO/NC RESUL TlNG IN THE PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE 25. THESE PLANS ARE SUBJECT TO A SIG'NEO ANO APPROVED SET OF EROSION CONTROl PLANS EROSION CONTROi SHALL BE AS SHOWN ANO AS APPROI/EO BY THE CITY ENGINEER OR AS 0/RECTEO BY TH£ PROJECT INSPECTOR. 26. ALL SL OPES SHALL BE TRIM MEO TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION THE SITE SHALL 8£ LEFT IN A NEAT ANO ORDERLY CONO/l/ON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REIJOVEO AND 0/SPOSEO OF AT A SI TE APPRO VEO OF 8 Y THE Cl TY ENGINEER. 27. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED ANO/OR HrlJROSEmEO WITHIN TEN (10) OA Y,5' OF THE TIME ffl,EN EACH SLOP£ IS BROUGHT TO CRADE AS SHOWN ON 1HE APPROVED GRADING PLANS. 28. LANOSCAP!NC SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY or CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO 'fZJ·'fL AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OHNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORO/NA TE THE WORK OF THESE GRADING PLANS IHTH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRR/(;A 710N PLANS ANO THE /IJPROVEIJENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE IHTH THE LANDSCAPE MANUAL TIME REQUIREMENTS JO. STORM ORA/N PIPE SHALL 8£ REINFORCED CONCRETE PIPE MTH A MINIIJUIJ 0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' PVC /JAY 8£ UTILIZm PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED IHTH J/4" ROCK PER SORSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR JS SOLID WALL PIPE ROCK BACKFIIJ. SHALL 8£ WRAPPED WITH MIRA[/ 11P 08 £OU/VALENT. JI. WHERE AN EX!S!INC PIPE LINE IS TO BE ABANOONEO AS A RESUL T OF TH£ CRAOING OPERATION, IT SHALL 8£ REIJOVEO WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED IHTH PROPERLY COMPACTED SOILS IN OTHER AREAS .TH£ PIPE IHLL 8£ PLUGCEO WITH CONCRETE OR REIJOVEO AS APPROVED BY THE CITY ENGINEER AN0,1/R TH£ GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTlNG FAC/LITlES (ABOVE GROUND ANO UNDER GROUND) IHTHIN THE PROJECT SITE SUFFIC/ENll Y AHEAD OF GRAOINC TO PERMIT THE REWSION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT IHTH THE PROPOSED WORK JJ THE CONTRACTOR SHALL NOTIFY AFFECTED UllLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING OA Y,5' PRIOR TO STARTING GRADING NEAR THEIR FAC/Lll/ES AND SHALL COORDINATE THE WORK IHTH A COMPANY REPRESENTATlVE. UNOERGROUNO SERWCE ALERT 1-800-422-4/JJ SDG&E (760)438-6200 OR (800)6.60-7343 PACIFIC BELL (160)489-3441 OR (800)892-0123 DANIELS CABLEWS!ON (160)438-5241 CITY OF CARLS8AO(STR££TS & STORM ORAIN) (160)434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLA/MEO WATER) (760)438-2722 ' VALLECITOS WATER DISTRICT (760)744-0460 'BUENA SANITATlON DISTRICT (760)726-1340 'AS APPROPRIATE J-1. PERMIT COMPLIANCE R£0UIR£M£NTS· 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92008 760-9J 1 -7700 F'ax: 760--931 ·-·8680 www.odayconsultants.com A. FOR CONTROLLED CRf}NC-THE APPLICANT HIRES A CIVIL ENC/NEER, SOILS ENGINEER, ANO OR GEOLOCIST TO GIVE TECHNICAL ADVICE, OBSERI/E ANO CONTROL THE WORK IN PROGRESS /1516.120 A.8/ CARLSBAD MUNICIPAL COO£ B. PRIOR TO FINAL APPROVAL OF A GRADING PER!.(IT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER WA THE PROJECT INSPECTOR /15. 16.120 A.10/ CARLSBAD MUNICIPAL CODE: Civil Engineering Plonning Processing Surveying DESIGNED BY: A.J.V. DRAWN BY: T.B .• M.P. PROJECT MGR: M.N.C. ENGINEER 0 DATE: AUGUST 2004 SCALE: I§, SHOWH JOB NO.: 041099 (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATlNC ALL CRAO/NG IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTlNG ANO /RR/CATION ARE INSTALLED IN CONFORMANCE WITH CITY COO£ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT) (2) AS-BUil T CRAOING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMIJENDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANS/1/E 0/JAL/TY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUOE A STA TE/JENT BY TH£ SOILS ENGINEER THAT TH£ GRAOINC WAS DONE IN ACCORDANCE WITH THE REOUIREMENTS ANO RECOMIJENOAllONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT ANO ANY SUPPL£M£NTS THERETO (4) REPORT IHTH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY THE CITY 35 UNLESS A GRAO/N(; PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEERS APPROVAL, THESE PLANS /JAY BE REQUIRED TO BE RESUBIJ/TTEO FOR PLANCHECK PLANCHECK FEES WILi 8£ REOUIREO FOR ANY SUCH RECHECK 36. THE SOILS REPORT TlllEO CEQTECHNICAL INVEST!CATION VIASAT OFFICE 8/JILDING NORTHPOINTE LOT 5. CARLSBAD, CALIFORNIA OATEO AUCUST JI, 2004 PREPARED BY CHRISTIAN WHEELER ENC/NEERING SHALL 8£ CONSIOEREO AS PART or THIS GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE WITH THE RECOIJIJENOA llONS ANO SPECIF/CA llONS CONTAINED IN SAID SOILS REPORT ENGINEERS NOTES I. THE EXISTENCE AND LOCA !ION OF UTILITY STRUCTURES AND FACIL/l/ES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENllON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTlLIIY FACILITIES OR STRIJCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIL/7/ES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FAC/LlllES OR STRUCTURES NOT SHOWN 2. THE CONTRACTOR SHALL VERIFY THE LOCA 710N OF ALL EXISllNG FAC/LlllES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENIZ Y AHEAD or THE CONS/7cUC7!0N TO PERMIT THE REWS/ONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK J CONTRACTOR IS RESPONSIBLE FOR VER/Fr/NG EXISTING SITE CONO/l/ONS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO 2/J-100-05. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N ;J;M E 1M2, LEGAL DESCRIPTION: LOT 5 OF CARLSBAD TRACT NO 98-01, LINCOLN NOR1HPOINT£, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 13116, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN 0/EGO COUNTY ON DECEMBER JI, 1998 OWNER: LEI/IN£ INI/ESTMENTS 1702 £. HICHLANO A VE., /J/0 PHOENIX, AZ 85016 PHONE' (602) 248-8181 FAX· (602) 248-0884 CONTACT: ANDREW COHN ARCHITECT: SMITH CONS/JLTlNG ARCHITECTS 12220 EL CAMINO REAL, SUITE 200 SAN DIEGO, CA 921 JO PHONE (858) 793-4771 FAX: (858) 793-4787 CONTACT: TOM LAMORE CIVIL ENC/NEER OVAY CONSULTANTS. INC 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA. 92008 (760) 9}1-7700 4. SEE ARCHITECTVRAL PLANS FOR DETAILS ON HANDICAP RAMPS, TRASH ENCLOSURES ANO IJONUIJENT SIGNS. 5 TOPOGRAPHY SHOWN IS FROM FIELD SURVEY JIJL Y 9, 2004 & SEPTEMBER 9, 2004. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REC/STEREO SOILS ENC/NEER OR CEOLOCIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRADING ACTMTY ANO ADVISE ON THE COMPACTION ANO STABILITY OF THIS lf!TE:,,.-, /') ~-~~ II '{ O'{ NAME, TITLE:, OAT£, OECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE £XERC/S£0 RESPONSIBLE CHARGE 01/ER THE DESIGN OF THE PROJECT AS'fJEFINEO IN SEC!ION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANOAROS I UNDERSTAND THAT THE CHECK OF PROJECT ORAWIN(;S AND SPEC/FICATlONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF IJY RESPONS/8/LlllES FOR PROJECT OES/GN OVAY CONSULTANTS, INC 2710 LOKER AI/ENUE WEST, STE. 100 CARLSBAD, CALIFORNIA 92008-7 JI 7 (760) 931-7700 ))1 l---OA TE. I I -4-0 --1 CARROLL 935 EXP. 09/J0/05 EARTHWORK: ESlllJA TEO EARTHWORK OUANTITlES CUT J.5/212. CY. FILL 5.t.P.Q CY. IMPORT 1600 CY. EXPORT C. Y. REIJEOIAL i;'JDO CY. SOILS ENCINEER's CERTIRCATE L c,, ...... ,r, ti. CH.t11n-,,, , A REC/STEREO CIVIL ENC/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MAO£ BY 11£ OR UNO ER MY 0/RECTlON BETWEEN THE 0A TES OF J,aL'f Z.ll , 20 04--ANO Ott:411~ •+ 20ot TWO COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOMMENOAT/ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY FN6/NFER. /), • I'":) __ ~, s1cN£D. ~H -a..c ~~QfESSJo~ ,, § s H c,, ~~" •c.£ NO· O() Z.1r 4f ~~ '9/ 1;'~~ .... • • .. -~-~-~---~----------- A.;. ~ ,JI,,-\ c::a' .. :[ y ~\ f! 0 No. GE215 Z m DATE It. txo. 9-30-05 :n * * ~~~ ·•--~~ ,------------------ LICENSE £XPIRA710N OAT£.· "I /3o fa< WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTlON OF ALL CUTS ANO FILLS, REMEDIAL CRAOING, ORA/NACE FACIL/7!ES, EROSION CONTROL FACIL/7!£5, AND PLANTING OF PERMANENT LA NOS CAP/NC ANO PREPARA /TON OF AS -BUILT GRAD.ING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CA TlONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORA/£0 IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS. CURRENT AT THE TIME OF APPROVAL OR AS 0/RECTEO BY THE CITY ENGINEER.· I. CARLSBAD MUNICIPAL COO£ 2. STANDARDS FOR DESIGN & CONSTRUCllON OF PUBLIC WORKS /IJPROVEIJENTS IN TH£ CITY OF CARLSBAD. 3. THIS SET or PLANS. 4. RESOLUTION NO 4}56 P'A.t:El><8·11-18 + f'lf' o+-oG. ()l'.'tet> 'l·Z.1-0'f 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTlON (GREEN BOOK) 6. SOILS REPORTS AND RECOMM£NOA7!0NS BY CHRISTIAN WHEELER ENC/NEERING OATEO 8-Jl-2004. 7. THE SAN DIEGO REC/ONAL STANDARD DRAWINGS ANO AS /JAY 8£ MOO/FIEO BY THE CITY OF CARLSBAD STANDARDS. tJ. STORA/WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED. BY OVAY CONSULTANTS, OATEO ilJ 11·1004 . IYOIO NO. 137C3312 '10. 9. STORA/WATER MANACEAIENT PLAN (SW/JP) PREPARED BY O'oAY CONSULTANTS, OATEO. U ~ 1'1· tOO"I 10. CALIFORNIA STORAIWA[ER QUALITY ASSOCIAllON (CASOA) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCTION HANDBOOK,· ANO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCT/ON SIT£ BEST IJANAG£M£NT PRACTICES (BIJP) MANUAL LEGEND 1:IQK,· OUAN7!T/£S SHOWN ANO WORK TO 8£ OONE SHALL 8£ I/ERIF/£0 BY CONTRACTOR TO HIS SATISF.4CTION O[SCRIPTION ST!), OWG.(PER SORSO) SYMBOL QUANTITY SUBDIVISION BOUNDARY, , , , , , , , , , , , , , , , , . , • , , , , -•----- LOT LINES, , • · , , , · • , , , , • , , , • • , , , , , , , , , , £XIS7!NG CONTOUR · • ' ' ' • ' ' ' • ' ' ' • • · · • • · · ' • · · PROPOSED CONTOUR-• , , , • · · · • · · · • • · · • • · , , • , , EXIS7!NGCURBEL£VATION ••• ,,,,,,,,,.,.,,, •• , EXISTING FINISH SURFACE £L£VA7!0N, .••..••...•. , , , EX/SllNG EOG£ OF PA VEIIENT ELEVA 710N . , , , , . , , , , , EXISllNG SLOPES • EXISllNC TREE ' I O O I I O • I ' 0 • I ' I I • I ' , . I I O • I I O O I I O O > I t O O I I I O I I I 0 EXIST. STORM DRAIN, , , , , , , , , , , , , , , , • , • , • , , , EXIST. SEJt'E'R LINE. • • , , • , , , , , , , , , , , , , , , , , , , EXIST. WATER LINE, , , , • , , , , , , , , , , , , , , , , , , , , £XIS77NG FIR£ HYDl?A#T, , ., , , , , , , , , , , , , , , , , • , , , EXISllNG CATCH BASIN • , ,, • , , , , , , , , , , , , , , , , , , , EXISTING DOUBLE CHECK VAL VE DETECTOR ASSEMBLY, • , , , • , , , FZOWUNE ELEVA T/ON , , , , , , , , , , , , , , , , , , , , , , , , FINISHED SURFACE SPOT ELEVA llONS, FINISHm CRAOE SPOT ELEVATIONS , I O O I I • 0 I I I O I I I I I I I O I O I I I < I I I l I TOP OF CRATE ELEVATIONS · , , , , , , , , , , , , • , . , • , , TOP OF CURB £LEVAT10N , , , , , , , , , , , , , , , , , , , , , EDGE OF PAVE/JENT £LEVA7!0N, , , , , • , , , •• , , , • , , , , 6" CURB , , , , , , , , , , , , , , , , ·G-f , , , , , , , , , 6" CUl?B AND GUTTER• • ' ' ' • ' ' ' • ' ·G-2 • • • ' • • • ' ' CONCRETE SWALE· , , , , · • · · · · • , ·G-IJ MOO. , , , , • • , RETAINING WALL(BY SEPARATE PERMIT} ..••...• , , , • , , , ASPHALT PA VE/JENT (SEE SHEET II}, · , · , , , , , , , , , , , , , CONCRETE PAWNC ..•. , • , , . , •• ,CS-16 , , , • , , , • , PEDESTRIAN RA/JP, , , , • , , , , , , , , , , . , , , , , • , , SIOEWALK/HAROSCAP£. , • • , , , , , , , , , , , , , , , , , , , , , STORM DRAIN• • • • • • • · • • • • • , • • • • · · • • • , , • , • • 28(;-~ ~ (280.00 [P} -srr-:: s -w--- . " '7 ~ ~ ZBCff ZBO./f z80n 780,!/!} TG ZflO (I!} -TC ?flOJl!i :@; EP ·.,~/:~. & '::1.:i:.::. J,370 LF 1,200 LF 810 SF 4 • A. C./7' BASE 143,990 SF ·• ... ··.•.··@ 140SF C:1 1/2" (MIN.) CONG 117\ I I I I I I I I = D== SEE ARCH PLAN SEE ARCH PLAN SEE OWG. NO. 423-9 CLEANOUT (PR/VA TE), . , , , , , , , , , , , .S-J, , , , , , , , , , , , , , , 0 00!.JBLE CHECK VAL 1-f" ASSr.-• • • • • • • , • • • • • • • • , , , • • FIRE HYDRANT• • • • , • • , , • , · • • • · · , • , , , , , • , , • • SEHfRLINE· • • · • • • • ' • • • • • • · · • • • · • • • • • • • • • SEWER LATERAb. • • ' • • • • • • • • • • • • • · • • , , , • • , • • WATERLINE• • • • • • • • • • • • • • • • • • • • · • • • · , , , • • ~ .... --s-- ---@ --w-- SEE OWG. NO. 423-9 SEE OWG. NO. 42 J-9 SHEET Na OESCR/PT!ON '----;::=============~~--, WATER LATERAL· · · · • · · • • · • • • • • • • • • • • • • · • • • • ---® SEE OWG. NO. 423-9 SEE OWG. NO 423-9 SEE OWG. NO. 423-9 SEE OWG. NO. 423-9 SEE ARCH PLAN I 7!/ZE SHEET 2 INDEX MAP ANO OETAILS J EXISTlNG CON0/7/0NS & REIJEOIAL GRAOINC 4 DEMOL/llON PLAN 5-10 GRADING PLANS II PA VINC PLAN 12-/J HORIZONTAL CONTROL PLAN 14-15 EROSION CONTROL PLAN BENCHMARK: "AS BUil T" U--J-24-{)lo DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) EXP. 'J/30/07 REVIEWED BY: DATE os: /r[{-,.n,,, I DATE LOCATION: ON EL CAMINO REAL, 2.63 ML NLY. FROM LA COSTA AVE. RECORDC:D: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 I I CARLSBAD MUNICIPAL WATER DISTRICT PARKING LOT LIGHT• • • • • • • • • • • · • • • , , • • , , • • , · =--B--= 4~, ~~ tl.;z1-1,£ f(o8 T J~iic~.6™, DATE DEPUTY CITY ENGINEER EXP. ~/,D/06 EAR TH SWALE I' /HOE x J' DEEP • DAYLIGHT LINE -MATCH £XIS7!NG• I I I I I I O < I I O O I I O I I 0 I I < I I I O • I I I I I O O I ~ -~_:Jl__j/_ 1----f---+------------+---+---t-----t---f I SH,EET I CITY OF CARLSBAD I SH1E5ETS I ~::::==:'..=:==:::EN:::::Gt:::N:::E=:ER:::IN:::G:::::::D:::EP::::A:::R:::TM:::E:::N:::T===-'=::::::::=:=~ (;HADING AND £HOS/ON C0N11{(JJ, Pl.ANS l'OR: NORTHPOINTE TECH CENTEH LOT 5 APPROVED $Y t------+---+--------------+------t---+--t------1 ~ ~ ~' •~ LLOYD B. HUBBS ;jJ/../oS° CITY ENCINl".ER ~23889 EXPIRES 12-31-05 DATE' /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \jobs\2O02\D4'O99\O499GO1 dw;i t,ov 04 2(,04 9: 25an Xrefs: Ct.99G: 0499\/IC .I DA TE INITIAL OTHER APPROVAL DAtE INITIAL CITY APPROVAL DWN BY: CHKD BY: ~ - RVWD BY: -r, I I PROJECT NO. DRAWING NO. PIP 04-06 42J-9A 021005 NOT£!! ELECTRONIC OA TA ALES ARE FOR REFERENCE ONL y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROi. ©2004 0'Day Consultants, Inc. I 2 J 4 5' 6 7 8 9 STORM DRAIN MAIN-SIZE PER PLAN TEE (MAIN x 6') NSO #1212 I2"xl2" CRATE (OR [()IJAL) (,?' ~~ g,, ~~ DETAIL -AREA DRAIN NOT TO SCALE EASEMENT TABLE DATE REC. DOC. NO. BENEFICIARY 12 2 99 F/ 12 JI 98 'N 1999 0789037 CMWD 12 JI 98 MAP NO. 13716 t llT 2 6-22 2000 fi, Jf!!,;,,.I!:16 CITY OF CARLSBAD 1-6-99 F/N~ LOTS 1-5 6-22 20,00 t:'/u I 04 7. SDCE 6-n-20,••• F, 'N '" LOTS I f7 6 22 2000 F,·7,.; .n ,J4n7 LOTS 4-5 6 20, ,,...,,.....,_n 7,.,,..,41'l.,. LOTS I 7 -:n-I/HJ F/M on= _(!nn4n, !OT 7 - NA TIJR[ DF EASEMENT 20' WATERLINE PRIVATE • 111// ITlt, 10 ORAINACF PUBLIC UTILITlt, INGRESS/EGRESS RECIPROCAi PRIVATE ACCESS ~ Ul/LITY LANDSCAPE EASEMENT SURFACE ORA/NACE PRIVATF UTILITY DISPOSITION 1-ff!l-'T/fW 7 . nlfjlf 'EXACT LOCATION IS NOT DISCLOSED OF RECORD 1k CANNOT BE PLOTTED HEREON. I ' 2710 Loker Avenue West Suite 100 Car1abad, Callfornla 92008 760-931-7700 Fax: 760-931-B6BO www.odoyconsultants.com Civil Engineering Planning ProceHlng Surveying DESIGNED BY: A.JY, DRAWN BY: T.B .. M.P. PROJECT MGR.· M.N.C. ENG~OFr:;_ MARGAR . CARROLL DATE: AUGUST 2004 SCALE: />S SHOWN JOB NO.: 041099 DATE: [-,, 05 RCE: 46935 "AS BUILT" ~ 3-24-o, DATE R~ED BY: ~,P Q INSPECTOR-._' DATE 50' 200' SCALE: 1" = 100' t I I BENCHMARK: DESCRIPTION: LOCATION: RECORDED: ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT R1800-288+89 EC) . ON EL CAMINO REAL, 2.63 Ml NLY. FROM LA COSTA AVE. . NORTH COUNTY CONTROL DATA 311.41 [)(!ST!NC INDEX MAP SCALE: 1" = 100' I ~ CITY OF CARI.SBAD I SHEETS I ~~=t=g~=~=-==~==~~=-==~4=f=j~=§t=±=E3~ f, ==~~=~i~~~=~~=tt=~~=~~=~~=~~=~~=~~=~~~~~~~~~~=~~~=~~=~~=~~=it=~~==i!=~==~=~~=~~==1:t=====~~ rl_LJ~~~~~ENiG~IN:::E:::E:::Rl~NG~D~EP~A~R~TM~E~NgT~=J!:df~5~ F ,,,,.._,,,,,.,,,,. DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G~ \~:11099\?199GC2.dwg Jan DJ, /0C5 11 ,Dam X eL. 0199_,; C·199grc: 0199TP; C~-99site; 21499map NOHTHPOINT£ TECH C£NT£H DWN BY: CHKD BY: RVWD BY:-<:: LOT 5 . , LLOYD 8. HUBBS 1/-1~/ 0 S: 889 EXPIRES 12-31-05 DATE PROJECT NO. DRAWING NO. PIP 04-06 42J-9A • I 021005 -(11 NOTEJJ [l£:CTRONIC OA TA RlE:S ARE: FOR RE'FERE:NCE: ONl Y ANO ARE: NOT TO BE: USBJ FOR HORIZONTAL OR l£RTlCAl SURVEY CONTROi. ©2004 0'Day Consultants, Inc. " "' ;:, "" 'ill NO, 46 "" EJ<P, 09/3 Ci VII. Or CALI< c~/~, DESIGNED BY: A.J.~. DRAWN BY: LB., U.p, PROJECT MGR.· M,N,c, s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plonnlng ~ Ccrlsbod, Colifornio 9200e Processing /VJ.. 760-931-7700 Surveying F"a)(: 760-931-BeB0 www.odoyoonsultonts.com MARGARFl'"" CARROLL --= f ' DATE: AUGUST 2004 SCALE: 1· • 40' JOB NO,: 041099 DATE: l-,-os RCE: 46935 £)({STING IJI.X. i' I' I ) d ' ,, ' i ' f ·'i / "AS BUil T" ( 11A, {J J-24-0(,, RCE ,/}935 EXP, 9/30/07 DATE . ;;;I.WED BY: C1i/,d.-z M:Jfa --.~O~ ~ INSPECTCJR-., • _-=-DATE J I / I ! f ' i ,---;EXISTING bNT TRENCH ~. UNDERCR!JUND TELEPHONE , ·: l,.[LECfRICAL LINES , I EXISTING BlOG. LOT 7 EXISTING 8liJG. 29J.5 f.f. 292.9 PAO 292,3 ~ re '---- NOTES: t SEE SHEET 4 FOR DEIIOLITION PLAN AND UTILITY REMOVALS. 2. SEE GEO TECHNICAL REPORT FOR REMEDIAL GRADING RECOIi/JENDA TIONS. CONTRACTOR SHALL COMPLY WITH SAID REC0/1/IENDATIONS. J. RE/JED/AL GRADING LIii/TS SHOWN ARE APPROXI/IA TE CONTRACTOR SHALL COMPLY WITH FIELD DIRECTION BY SOILS ENGINEER FOR REMEDIAL GRADING LIii/TS AND EXTENT OF REMOVALS. -......... __ ~-7'¼::.. O' JO' 40' ---f 20· --80' SCALE: 1 " = 40' EXISTING CONDITIONS &- REMEDIAL GRADING PLAN CITY OF CARLSBAD I SHEETS I t---t--+---------------1---+----11------+----1 ENGINEERING DEPARTMENT f 5 t------11----+-----------------l--------t----l-----l---------l I : BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT (S,D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\0~'099\0499:;03.dwg Jur1 0-3, 2005 11:41cm Xrefs: 04997ull; 0499·nui; 0499~lr; D499lµ; 0499G; 0499si\e DATE INITIAL CITY APPROVAL GRADING Pl.ANS FOH: NORTHPOINTE TECH CENTER LOT 5 APPROVED Qr CITY ENGINEE • • ll0'!1D B. HUBBS 1/;':f,, ~ 89 EXPIRES 12-31-05 DATE PROJECT NO. DRAWING NO. PIP 04-06 42J-9A 021005 I • •, x i'\,, ----------n .~ ' . ~ A \ <~/ I , ' ... , //c I NOT£!! ELECTRONIC OATA fll£S AH£ FOR REFERENCE ONLY ANO AR£ NOT ro 8£ USED FOR HORIZONTAL OR 1£/?llCAL SUR'.£Y CONTROL ©2004 0'Day Consultants, Inc. "' (.0 r-;\ (TYP. ALL \!..I LAMJSCIIPING} o,Ess, \I! 46935 ,;;J 09/J0/0!5 * CIVIi.. ~":- OF' r.A\.I~ LIMITS"'df DEMOLITION &-REMOVAL OF SURFACC "°'IMPROVEMENTS 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92008 760-931-7700 Fax: 760-931-8680 www.odoyconaultants.com Ctvil Engineering Planning Proce!eing Surveying EXISTING £DC£ OF PAVEMENT DESIGNED BY: A.J.y. DRAWN BY: T.8 .• M,P, PROJECT MGR.· t,t.N.C, ENGINEER OF WORK: ( LOT 3 £XIST1NG 81..0C. ,\ EXISTING TREES WITHIN LIMITS OF DEMOLITION TO 8£ REMOVED (SE£ LANDSCAPE PLANS FOR FURTHER INFORMATION -TYP.) LOT 5 £XIS'f!N(; (Y1£N LOT (ClEAR All BRLISH) LOT 9 EXISTTNC 81..0C. LIMITS OF DEAIOLITION &- REMOVAL OF SURFACE IMPRO l/£M£N TS. REMOVE All PA !/£MEN TS, CURB, R NO SURF, ,IMPRO 'fl/TS Ill W THESE LIM/ SE£ ~BLE AT RIGHT FOR ADOITIONAL DEMOLITION WORK. ' , I., "AS BUil T" DATE: AUGUST 2004 SCALE: 1• = 40' JOB NO.: 041099 ~ {l_fa_ 3-2-,.-oe,, RCE~35 EXP. 'j/30/07 DATE R RCE: 46935 INSPECTOR ii CX/SllNG ,, LOT LIN£ '" ~ 2 • • / J ' .J LOT 4 294 LOT 7 £XIS'f!N(; 81..0G. TRASH I ['NCLOSUR[' I!:) LOT 11/i/E. LOT 10 £XIST1NG 81..0G. BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNlY CONTROL DATA ELEVATION: 311.41 DATE INITIAL ENGINEER OF WORK \ EXISTING UTILITY DATA TABLE IN~ DESCRIPTION REFERENCE OWG. I EXISTING 8' Pft' SEWER owe. NO. 365-5 2 EXISTING 8' Pft' WATERLINE DWG. NO. 365-5 J EXISTING 24 • HOP£ PRIVATE S.D. DWG. NO. 365-54 TYP. 4 EXISTING 8' PRIVATE S.0. PRECISE GRADING PLAN LINCOLN NORTHPOINTE 5 EXIST/NC 24 • HOPE PRIVATE S.D. DWG. NO. 365-54 TYP. 6 CX/STINC £'L£'CTR/CA1If£L£M£TRY CONDUITS NON£ 7 EXIST/NC SEWER M.H. RIM=284.84 l£=275.13 DWG. NO. 365-5 8 EXISTING 8" Pft' SCWER DWG. NO. 365-5 g CXISTING SEWCR M.H. R/M-289.54 l£'=274.81 DWG. NO. 365 5 10 EXISTING TYPE '8' C.I. 283.50 TC 277.60 IE PWIS FOR LINCOLN NORTHPOINT£. owe NO. 365-54 II EXISTING 18" HOPE PRIVATE S.D. PWIS FOR LINCOLN NORTHPOINT£. owe NO. 365-54 12 EXISTING 8" 90" ELBOW &-T.8. OWG. NO. 365-5 13 EXISTING 2• 8.0. ASSEMBLY OWG. NO. 365-5 14 EXISTING 8' Pl/4:' WATERLINE OWG. NO. J.65-5 15 EXISTING 0.0.C.V.. 8" Pft' PIP£ &-GATE VALVE OWG. NO. J.65-5 16 CX/STINC TYPC :A' C.O. RIM=285.80 IE=275. II PLANS FOR LINCOLN NORTHPO/NT£. owe NO. 365-54 17 ['X/STING JO" HOP£' PRIVATE S.O. PLANS FOR LINCOLN NORTHPOINT£. owe NO. 365-54 18 CXISTINC JO' HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPO/NT£. owe NO. 365-54 19 EXISTING 5' TYPE ,i' C.I. 277.60 TC 266.JO IE PLANS FOR LINCOLN NORTHPOINT£. owe NO. 365-54 20 EXISTING 12' PRIVATE S.O. PRECISE' GRADING PLAN LINCOLN NORTHPOINTE 21 ['X/STING TYP[' 'C' CATCHBASIN PRCC/SC GRADING PLAN LINCOLN NORTHPOINTE 22 EXISTING 18' PRIVATE S.D. PRCC/S[' GRADING PLAN LINCOLN NORTHPOINT£ 23 EXISTING 5' TYPE ,i' C.I. PRECISE CRAOING PLAN LINCOLN NORTHPOINTE 24 EXISTING JO" R.C.P. PRIVATE' S.O. PLANS FOR LINCOLN NORTHPOINTE. owe NO. 365-54 25 EXISTING HEADWALL &-RIP-RAP ENERGY 0/SS/PATOR PLANS FOR LINCOLN NORTHPOINTE owe NO. 365-54 26 EXISTING 8' Pft' SEWER owe. NO. J65 5 21 EXISTING FIRE HYDRANT ASSEMBLY owe. NO. J65-5 28 EXISTING 8" CROSS. CAT£' VALlfi 8.0. &-A.V. owe. NO. 365-5 29 EXISTING 8" Pft' WATERLINE owe. NO. 365-5 JO EXISTING 18' PRIVATE S.0. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINT£ JI EXISTING PR/VA TE S.0./CA TCHBASINS PRECISE GRAD/NC PLAN LINCOLN NORTHPO/NTE' 32 EXISTING TYPE ·c· CATCHBASIN/s:o. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE' 33 EXISTING Pft' PRIVATE SEWER LATERAi owe. NO. 365-5 34 EXISTING TYPE )' C.8. R/M-288.15. IE=217.01 PLANS FOR LINCOLN NORTHPOINTE. owe NO. 365-54 35 EXISTING a• Pl/4:' WAT£RIIN£ owe. NO. 365-5 36 EXISTING JO• HOP£ PRIVATE S.0. PLANS FOR LINCOLN NORTHPOINTE. owe NO. 365-54 31 EXISTING 8 • Pft' WATERLINE' OWG. NO. 365-5 38 EXISTING 0-63 CONCRETE' LUC PLANS FOR LINCOLN NORTHPO/NTE. owe NO. 365-54 39 EXISTING JO• HOPE PRIVATE S.O. PLANS FOR 1/NCOIN NORTHPOINTE. owe NO. 365-54 40 EXISTING TYPE 'G-2' C.8. RIM-288.15. /[=219. 19 PLANS FOR LINCOLN NORTHPOINTE owe NO. 365-54 41 EXISTING 24' HOPE PR/VAT[' S.D. PLANS FOR LINCOLN NORTHPOINTE owe NO. 365-54 42 EXISTING 8 • Pft' WATERLINE owe. NO. 365-5 43 EXISTING 0.0.C.V. 8" PVC PIPE &-CATE VAIi/£ owe. NO. 365-5 44 EXISTING TYPE 'C' C.8. RIM=289.00 IE=279.92 PLANS FOR LINCOLN NORTHPOINTE owe NO. 365-54 45 EXISTING 24" HOP£ PRIVATE S.D. PLANS FOR LINCOLN NORTHPO/NTE owe NO. 365-54 46 EXIST/NC PRIVATE' S.D. PRECISE' GRAOINC PLAN LINCOLN NORTHPOINTE 41 EXIST/NC PRIVATE' C.8. PRECISE CRAOINC PLAN LINCOLN NORTHPOINTE 48 EXIST/NC PRIVATE S.D. PRECISE' GRADING PLAN LINCOLN NORTHPOINTE 49 EXIST/NC PRIVATE C.8. PRECISE' GRADING PLAN LINCOLN NORTHPOINT£ 50 EXISTING 8" Pft' WATCRLINE owe. NO. 365-5 51 EXIST/NC FIRE HYDRANT ASSEMBI Y owe. NO. 365-5 52 EXIST/NC 8" CROSS. CATE VA/ITT: 8.0.:, &-A.V.'.S' owe. NO. 365-5 53 EXIST/NC 9• Pft' WATERLINE owe. NO. 365-5 54 EXISTING 8" Pli' WATERLINE owe. NO. 365-5 55 EXIST/NC 0.0. C. V. 8 • PVC PIP£ &-GA TE VAL VE DWG. NO. 365-5 56 EXIST/NC WATER SERVICE' LATERAL DWG. NO. 365-5 51 EXISTING 8' Pli' WATERLINE' DWG. NO. 365-5 58 EXISTING 2• 8. 0. ASSEM81 Y DWG. NO. 365-5 59 EXISTING 3'x3' C.8. R/M-288.55. !£=284.05 PLANS FOR LINCOLN NORTHPO/NTE owe NO. 365-54 60 EXIST/NC 18' HOPE PRIVATE S.D. PLANS FOR LINCOLN NORTHPO/NTE owe NO. 365-54 61 EXIST/NC £'LECTRICAL/ f£L£PHONE UTILITY CONDUITS SOC£ PLANS 62 EXIST/NC GASLIN£ SOCE' PLANS 63 EXISTING SEWER M.H. RIM-285.55 /£=272.17 owe. NO. 365-5 64 EXISTING 8' Pl/4:' SEWER owe. NO. 365-5 65 EXISTING SEWER SERVICE' LATERAL owe. NO. 365-5 66 EXISTING SEWER M.H. RIM=284.00 l£=27083 OWG. NO. 365-5 61 EXISTING 8' Pl/4:' WATERLINE' OWG. NO. 365-5 68 EXIST/NC FIRE HYDRANT ASS£M8L Y owe. NO. 365-5 69 EXIST/NC 8' 90" ELBOW &-T.8. OWG. NO. 365-5 10 EXIST/NC 8" Pft' WATERLINE DWG. NO. 365-5 11 CXISTINC 8" Pft' SEWER DWG. NO. 365-5 72 EXISTING SEWER M.H. RIM=276.J3 l£=268.90 DWG. NO. J.65-5 73 EXIST/NC 8' 90' ELBOW &-T.B.. C. V. 8.0. &-AV. DWG. NO. J.65-5 14 EXISTING 9• Pl/4:' WATCRL/NE owe. NO. J.65-5 15 EXIST/NC 8" Pft' SEWER •owe. NO. 365-5 EXIST/NC UTILITIES MAY BE ABANDONED IN PLACE IF IN ACCORDANCE WITH THE SOILS ENGINEER 's ANO THE CITY'S FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXIST/NC UTILITY IF DEEMED APPROPRIATE BY SOILS ENGINEER ANO CITY. DISPOSITION REMAIN RCMAIN RCMAIN RCMAIN REMAIN REMAIN REMAIN (PLUC ABANDONED PIP£ HOLD ABANDON IN PLACE-SE£ NOT£ BELOW REMOVE ABANDON REMAIN REMAIN REMOVE &-CAP PIPE REMOVE REMOVE REMOVE/RELOCATE"' REMAIN (PLUG REMOVED PIP£ HOLD REMOVE REMAIN REMAIN (AOJUST RIM TO fG E'LEv. ! REMAIN REMAIN (AOJUST RIM TO FG [LEV, J REMOVE REMAIN (AOJUST RIM TO FG E'LEv. J REMAIN REMAIN REMe~'E ABANDON REl,fOVE/RCLOCATE'., REMOVE REMOVE PORTION TO 8[ REMOVED• REMAIN REMOVE PORTION TO BE REMOVED*' REMOVE REMOVE REMOVE RCMOVE' REMOVE REMOVE REMOVE REMAIN REMOVE REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMOVE &-RELOCATE 0.0.C. V./AB4NDON PIP£'" ABANDON SERVICE REMAIN RCMAIN REMAIN REMAIN REMAIN REMAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE'/RCLOCATE'" REMOVE &-CAP PIP£ REMAIN ABANDON IN PLACE-SEE NOTE BELOW REMAIN (PLUG ABANDONED PIP£ HOLE) REMAIN REMAIN REMAIN •REMOVE WESTERNMOST (DOWNSTREAM END) SI LF OF PIP£' . ''RfMOVE' IYESTERflMOST (DOWNSTREAM END) 140 IF OF PIPE '""tXISTINC 0.0.C.V. &-FIRE HYDRANT TO 8t RE'IOCATED; Ail PIPES, VALITT, 8URYEII. /1\ SPOOLS, AND OTHER ASSEMBI Y MA TERIAI SHALL 8£' REPLACED. NOTES: /. SEE SHEET 2 FOR EASEMENT DATA TABLE 2. SEE LANDSCAPE ARCHITECT PLANS FOR OEMOIITION OF LANDSCAPING AND /RR/GA T/ON. DEMOLITION LEGEND INDICATES LIMllS OF REMOVAL OF SURFACE IMPROVEMENTS INDICATES UTILITIES TO 8£ REMOVED OR ABANDONED IN PLACE DATE 1///(//{/(/((/(//( -x -x -x - INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ..._ ~ 10' 40' ? 20' 80' SCALE: 1 " ~ 40' I SH,sS I I S,ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IXMOl/TION Pt.ANS FOH: NORTHPO/NT£ TECH CENTER LOT 5 APPROVED IJY ~ " ~ • -•L. LLOYD B. HUBBS //~~$' CITY ENGi ER 23889 EXPIRES 12-31-05 DAT - OWN BY: PROJECT NO. DRAWING NO. CHKD BY: L 423-9A RVWD BY:' " '~ PIP 04-06 C: \C1L1,19'.'\(>,99()0'1 dwg ,Jan CIJ, 2.JC5 11 •16urT /arf~: ::WEJ7L.tl; 04-99r'iap; 0199,;: 0'199tp i 'I 021005 l i(t.45,i:) \, i £XIS17NC SATELUTE FARM~ \\\ \ \ [Il EXIST 8" SEW£RLIN£ rn EXIST. 8" j c,, WA !ERLINE _____,. I I lit \ SAIICIJT ' ' \\ \ EXISllNG CIJRB ,t . , , GUTTER TO REMAIN .• , '~ \ !~28,i:) \ ' \ \< \\ \ \ ' \\\, \ PR/VAT£ STORM DRAIN DATA = LENGTH REMARKS ' ~p 1 26.95' 8" pi,c o 1s.a1:r 2 41.95'' 8' PVC O J.19% ' SE£ CONllNIJA TION OF PIP[ ON SHEET 6 GENERAL /JllLITY ,t ACCESS [A SEMEN T PER 04-89 8" stJtERLIN£ PR/VAT£ STORM DRAIN BOX DATA 1NO' \ ,, DESCRIPTION I TrPE '.A-4' e:a -SEE IMPROVEMENT PLANS (om:;. 423-9) RIM= 29093 IE IN (8")r 278.94 2 12x/2" AREA DRAIN Fl= 290.65 I[= 28.J.20 (8") NOTE!/ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OR ',fRTTCAL S/JRVEY CONTROL ©2004 O'Day Consultants, Inc. <?~Ess, . 415935 I 011/30/05 * CIVIi. ~'<- Of" CALI~ \ \ JN[ TO CONN[C.T_ .,.,TO'-'.__ EXIST. PE,T om:;. 42J B C F I o· j..j 5' 10' TrP[ '.A\C:O. (SE[ OWG Na 423-9).,._, __, 20' SCALE: 1" = 10' 2710 Loker Avenu11 West Suite 100 Cor1sbod, California 9200B 760-931-7700 Fai<: 760-931-S680 www.odayconsuttants.com Civil Engineering Plonning ProciMsing Surveying I 3 '87.39 EXISTING BUILDING /12 LOT 2 £XIS71NG CONCRETE WALK 1.8% - r---+-tt 287.38 TC ', 287.00 £P/G8 286. 88 FL/GB 288.04 rr 281.66 [P 281.54 FL 1--~-s ---+-J' 288.39 TC 288.01 [P 287.89 FL @3• W!O[ CONCRETE SWALE '88.92 £P 289,57,P 289.4.5 FL NOTES ~ EXIST JO" SD. 287.8. 28 "'-""-":r'. 2 . \; / ~--~s ~~-i~\)~• ~'--+ i~1- P[O. RAMP' S[[ NOTE 5 I. SEE SHEET 2 FOR EX!SllNG EASEMENTS OA TA TABLE 2 SE[ SHEET 4 FOR COMPLETE £XIS17NG /Jlll/TY TABLE J. SE[ SHEET 12 FOR LOT LIN[ OATA 4. SE[ OWC. NO 423-9 FOR STORM DRAIN, SEWER, WA !ER. 1Q -- 9-G----- S 25.7% I; . s, ':i ~- ..,, N ~I I ~ A "" I I C, -(_olfs.-, .,z, .J:r 55'% <olf o.;, rs I ~ ~ BIJILOINC LIN£ RAMA-S££ ARCH. PLANS FOR HANDRAIL O[TAILS 29a52. TW 288.52 W 290.32 TW A 1.5% STAGING AREA l==-t~z'l_f_;-.:-;;;:;;;:;;_:-SEE NOTE 5 '-l++---+-,;:_-11..1 A 291.20 F.F. 29a5J FS 288.32 BW 288.32 rr 287.82 BW --tr- SLOP£ VARIES I (2·1 MAX) 1.5:rj TOE OF SLOPE ---1,j OBACK OF CIJRB 4.4% LEGEND: (f) EX!SllNG EASEMENT [I] EXISllNG IJTILITY <J> STORM DRAIN OA TA TOP OF SLOP£ 0 /' OFF FACE OF BIJILOINC SHEET 7 TC ELEV VARIES' °288.52 TO 288. 32 AC PAVEMENT- '88.80 FL A G€JI.IGNE!E LY-G PER SMSD B 6-J "S££ tr0 'fl'. fi r " , [ill---..: ' ROOF DRAIN } a C: I[ 287. 50 -51:E BIJILOING PLANS FOR CON 17NIJ14170N ,; fl] EXIST __J 8" WAm? ll] tX/51 .JO" STORM DRAIN~ 2' NORTHPOINTE ~ CENTER BUILDING LOT 5 F.F. ELEV.= 291 20 PAD ELEV.= 290.40 10.5' 7W ELEV VARIES °290.52 TO 29aJ2) 2% - 8/JILOING WALL FF ELEV= 291.2 FS £LEV li4RIES °29a72 TO 29053) BW ELEV VARIES' °288.52 TO 288.32) 5. SEE ARCH!TECTIJRAL PLAN FOR ALL HAROSCAPE, TRASH ENCLOSIJRE ANO STAC/NG AREA O[TAILS {J) STORM DRAIN BOX OATA @ TYPE OF SIJRFAC[ IMPROVEMENT- SEE SHEET I CONC: CIJRB PER OWG. C-1 DESIGNED BY: /l.J.V. DRAWN BY: LB., M.P. PROJECT MGR.· M.N.C. DATE: AUGUST 2004 SCALE: 1" = 40' JOB NO.: 041099 R "AS BUILT" EXP, 9/30/07 DATE ENGl 1 N/EEr OF /~RK: I n -1f./' A L...,t....,-\.) DATE:/. :;-os ~~~...'!s.-$26::::2:::~-~11'{,~ ~M~AAGA~=R~r+N~. ~CAR~R=Oll~----.,R,-.,c-=E-, -4cc6cc935~ INSPECTOR DA TE SECTION A-A NOT TO SCALE BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311,41 DATE INITIAL ENGINEER OF WORK /1\ i ~ j I J I' . 7r..,.._ MAiibl'>' Df/51/NC CRAOE ~3.~-,-1j a8:r\ I [@ ~-~ EXIST. 18' S,O. MIN. ,':f . .,,. i I. o:r,e---1 ,-----, 1. o:r ~ LOT LIi'([ I. 0. I i \ ' I I E !STING\ ! 'BASKETBALL COURT EXISTING UTILITY DA TA TABL£ IJESCRIPTTON REFERENCE OWG. DISPOSITION I EXISTING 8" Pl1:' SEWER OWG. NO. 365-5 REMAIN 2 EXISllNG 8 Pl1:' WATERLINE OWC. Na 365-5 REMAIN 5 EXISllNG 24 HOPE PRIVATE SO. OWG. NO. 365-SA 7YP. REMAIN 6 EXISllNG ELECTRICAL ZEMETRY CONOIJITS NON£ REMAIN I 7 [XISllNG S[W[R M.H. RIM=284.84 /[=275.73 OWG. NO. 365-5 REMAIN PL/JC ABANOONEO PIP£ HOLE 8 EXISllNG 8" Pl1:' SEWER OWG. NO. 365-5 9 EXISllNG SEWER M.H. RIM•289.54 IE•214.81 OWG. NO. 365-5 10 EXISTING TYPE '8' C.I. 283.50 TC. 211.60 IE PLANS FOR LINCOLN NORTHPOINT[. owe NO. 365-SA 11 EXISTING 18" HOPE PR/VAT£ so. PLANS FOR LINCOLN NORTHPOINT[. owe NO. 365-SA 12 [XISllNG 8" 9/T ELBOW ,t T.8. om:;. NO. 365-5 14 [X!SllNG 8" Pi,t;' WATERLINE om:;. NO. 365-5 15 EXISTING 0.0.C. V. 8" Pl-I:' PIPE ,t CATE li4LVE OWG. NO. 365-5 16 EXISllNG TYPE A C:O. RIM=285.80 IE=215. I I PLANS FOR LINCOLN NORTHPO/NT[. owe NO. 365-5A 11 EXISllNG 30• HOPE PRlli4TE so. PLANS FOR LINCOLN NORTHPOINTE. owe NO. 365-SA 18 EXISTING JO" HOPE PRlli4T[ so. PLANS FOR LINCOLN NORTHPOINT[. owe NO. 365-5A 26 EXISTING 8" Pi,t;' SEWER om:;. NO, 365-5 21 EXISllNG f/RE HYDRANT ASSEM8L Y OWG. NO, 365-5 28 EXISllNG 8" CROSS CATE VALV.CS: B.a ,t A.V. OWG. NO, 365-5 29 EXISTING 8" Pl1:' WATERLINE OWG. NO, 365-5 JO EXISTING 18 PR/VAT[ S.O. PRECISE GRADING PLAN LINCOLN NORTIIPOINTE JI EXISllNG PRIVATE SO. 'CATrHBASINS PRECISE !iRAOING PLAN LINCOLN NORTHPOINTE ABANDON IN PLACE-SEE NOTE BELOW /1El,/0VE ABANDON REMAIN REMOVE & CAP PIPE REMOVE REMAIN R5W01F ABANDON REMOVE. 'RELOCATE"' REMOVE REl,/(JVE PORTION TO BE REMOVED' REMAIN EXIST/NC IJ17Lll7ES MAY BE ABANOONEO IN PLACE IF IN ACCORDANCE WITH THE SOILS ENGINEER'S ANO TH[ CITY'S FIELD RECOMMENDATIONS. CONTRACTOR SHALL R[MOV[ EXISTING IJTILITY IF O[[M[O APPROPRIATE BY SOILS ENGINEER ANO CITY. 'REMOVE WESTERNMOST (DOWNSTREAM ENO} 51 LF OF PIPE "'EXIST. 00.C: V. .t FIRE HYDRANT TO 8£ RELOCATED; ALL PIPES, VALITT, B(JRYELL, SPOOLS, ANO /'JT/lrj., .... IY I e' e'LJA I I t:JC" ,..,..,., , ,,,...,., I SHSET I CITY OF CARLSBAD I SH,sS I ENGINEERING DEPAR1MENT GRAO/NG Pi.ANS FOH: NORTHl'O/NTE TECH CENTER LOT 5 APPROVED/$Y & ~ ,~~k~ LLOYD 8. HUBBS~~$" CITY EN~IN -PE3889 EXPIRES 12-31-05 DAT- OWN BY: •I PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: O L-,: PIP 04-06 42J-9A REVISION DESCRIPTION 01\-IER APPROVAL CITY APPROVAL RVWD BY: -• /!f!1 G: \041 U'.:i9\0499·;iUJ.cJw:,i Juri :J3, 200:J , 1: 'Sari Xrets: 0499/utl; 0499map, 049Glr,:, 0499-;i; ,),J99si\e 0499gcc; 0'99utl 021005 (JI 9. EXIS"tlNG BASKETBALL ' COURT ; 1.4 290.1!$ FS. FIOOF D~AIN P. 0. C. IE=281.!J{J-5££ 81/ILDIN(? PtANS FOi? CoMIIN/JA TION NOT£!/ EXIST LOT LIN£ TO 8E 80/JNDAR Y AOJ/JSTEO V 1 : I ~ EXIST. ' I S£wtt? LAt : I 9'6 , 1 i~s __l_ ' I ELECTRONIC DA TA RL£S AR£ FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERllCAL SURVEY CONTROL ©2004 0'Day Consultants, Inc. -------------~------- EXISTING BUILDING ~ .nn.5), LOT3 ~ bssa,::::;::i ==;=:-i~~=-r:::==~~~2F>s;.~F ·)~=-:i2=:-:=:~.;.9=±~-~=,~CA_TC,_'H=8.-'AS.,,,.,YN=&:===-=·~ ~ ~ _i_1Jlf/( 4---_ _ i j, ,._ ~ 8' STORM DRA:__ _ -At- --------- O.SX ---- 1.0X II . ., ' ' ' i .....:,,.'="'C"'ONNECt TO 4' PVC SUBD/1AIN TIGHT LINE. (SEE ARCH. PLANS) IE•28~-~63c...-_ FF=288.87 'A0=288. IO LIMITS OF A/JDITOR/1/M BASKET LOT LIN£ I aJK \':, 'J,_~\-1111 0.5% {> . ~ I 8x 5 ~-rs "IG I.OX ·-..,,,..,,, I i\j0•6w I I \2x 0Bo 1 I J. 4% ~ z9 fG --------~ -~ ------'d> I ~ _J [:ill 0131. , JO' S.D. ""\ NORTHPOINTE TECH CENTER BUILDING LOT 5 F.F. ELEV. 291.20 PAD ELEV. 290.4 l ' 2]0 i ': ' EXISTING UTILITY DATA TABLE REFERENCE OWG. JI EXIST. Pf/lVATE S.D. 'CATCH8ASINS PRECISE GRA[)INC PL.All LINCOLN NORTIIPOINTE 32 EXIST. T'tPE 'C' CATCH8ASIN. 'S.0. Pl?EC/5£ GRA[)INC Pl4N UNCOLN NORTHPOINTE 0.5% - I.OX ,.0 '/,90· 1G ~§;'¥ " I 291.20 rs O/SPOS/TlON REMAIN REMOVE JJ EXIST. Pl'V Pf?IVATE SEWE'R IAT£/IAL owe. NO. 365-5 PORTION TO 8£ !?£MOVED., 34 EXIST. T'tPE 'l' C.B. RIM=288. l!i 1£=211.01 35 EXIST. 8" PVC WATERLINE 36 EXIST. JO HOPE PRIVATE S.O. 31 EXIST. 8 Pl'V WATEl?LINE 38 EXIST. 0-63 CONCRETE LUC 39 EXIST. JO HOPE PRIVATE S.D. 40 EXIST. TYPE 'C-2' C.B. RIM=288.15. IE=219.19 41 EXIST. 24" HOPE PRIVATE S.0. 42 EXIST. 8 Pl'V WATERLINE 43 EXIST. D.D.C.V. 8" Pf!:' PIP£ ,t CAT£ VALVE 46 EXIST. PRIVATE S.D. 50 EXIST. 8 Pf!:' WATERLINE Pl.ANS FOR LINCOLN NORTHPOIN OWC NO. 365-5A owe. NO. 365-5 PIANS FOR LINCOLN NORTHPOINTE. DWG NO. Jli5-5A DWG. NO. 365-5 Pl.ANS FOR LINCOLN NORTHPOINTE. DWC NO. 365-5A PIANS FOR LINCOLN NORTHPOINTE. OWG NO. 365-5A PIANS FOR LINCOLN NOl?THPOIN owe NO. 365-5A PIANS FOR LINCOLN NORTHPOINTE. DWC NO. 365-5A DWG; NO. 365-5 OWG; NO. 365-5 Pl?ECISE GRAD/NC PIAN LINCOLN NORTHPOINTE OWG; NO. 365-5 REMOVE REMOVE REMOVE REl,{(JVE REl,{(JVE REMOVE REMOVE REMAIN REMOVE REMAIN REMAIN REMAIN 7 !1 ~ ) \ 1.ox 2X 8 90.7 FL IX "' . ;> e?_,,.., 0 --:i; 1 ~c ?.90·1 i1 (S igO· LEGEND; (]) EXISTING EASEMENT Ill EXISTING 1/TILITY <f> STORM DRAIN DATA ,..., ~--\g ;;; ~ (Mi:1 (f) STORM DRAIN BOX OA TA ~ 1/ 90.61 90.11 ?.9o: <&$/ft '2' WATER sti+wcE "S' IA TERAL-,SEE NOTE 4 --1--+---- L 90.90 TC 289.40 rs C TYPE :,q, C. 0. (SEE DWC 423-9) CONCRETE LUG P. SDRSD DWC NO. D 63 -SE£ NOTE 4 NOTES I. SEE SHEET 2 FOR EXISTING £ASD.(£NTS DATA TABLE. 2. SEE SHEET 4 FOR COMPLETE EXISTING UTILITY TA81£ J. SEE SHEET 12 FDR LOT LINE OATA. 4. SEE DJIC. NO. 423-9 FOR STORM DRAIN, SEWER, WATER. 5. SE£ ARCHITECTURAL PLAN FDR All HARDSCAP£ DETAILS, \ EXIST. LOT LIN£ 288.94 TC 288.56 EP 288.44 SEE SHEET 9 Tl?ASH ENCLOSURE DETAIL I EXISTING I LOT LIN£ PROPOSED GENE!?AL ~ ~ UTILITY &: ACCESS I OX EASEMENT PER A t I , r-----.... I P.R. ().1-89 ~""-> I J -~ 0 I.OX "s' -1/ 289,43 rs MATCH EXIST. / / I I ' ' I • I I ./ ' ' 288.17 TC 288,27 FL 9lJ-""-t-,_oxl I r r I 11 I i PRIVATE STORM DRAIN BOX DATA :<No DESCRIPTION I 12"xl2" AREA DRAIN FL= 290.10 IE= 28454 1£= 281.30 (6" ROOF DRAIN-SEE DETAIL SHEET 2; 2 l2"x12" AREA DRAIN IE• 285.55 ,,_ ') FL= 290.80 1£.-285.22 (8") IE= 28.5.39 6') 3 l2'Jd2' AREA DRAIN FL -290. 30 /£.-285. 96 4 12'x/2" AREA DRAIN FL-290.00 1£.-281.00 5 l2'xl2" AREA DRAIN FL= 290. 40 1£= 286.13 {8") 1£= 286.30 (6") IE= 281.30 16' ROOF DRAIN-SE£ DETAIL SHEET 2) 6 /2"x/2' AREA DRAIN FL= 290.40 IE= 281.12 1 3" NDS Af?EA DRAIN FL-290.53 1£= 290. 18 PRIVATE STORM DRAIN DATA I::@: LENGTH REMARKS 1• 41.95' 8' PVC O 3.19% 2 33.89 8" PVC O 2.00% 3 28.43' 6" PVC O 2.00% 4 11.15' 6" PVC O 1.33% 5 45.28' 8' PVC O 2.D0% 6 41.00' 6" PVC O 2.00X 1 10.24' 6" PVC O 1.95% 8 9.33' 6' PVC O 2.14% 9 6.50' 3• PVC O 1.00% • SE£ CONTINUATION OF PIPE ON SHEET 5 I 10 I 8.00' I 4"PVC@ 1.001.»1 '°"SE£ ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CONNECTION TO AUDI TOR/UM SUBDRAIN. o· iiiil 10' 5' 20' SCALE: 1" = 10' 51 EXIST. FIR£ HYDRANT ASSEMBLY owe. NO. 365-5 55 EXIST. O.D.C.V., 8" Pf!:' PIPE ,t CATE VALVE DWC. NO. 365-5 REMOVE ,J: REIOCATEIJ'" 0.0.C. V./ABANOON PIPE @ TYPE OF SURFACE IMPROVEMENT- S.EE SHEET I ~ CITY OF CARLSBAD I SHEETS I EXISTING 1/TILITIES MAY BE ABANDONED IN PLACE IF IN ACCORDANCE WITH THE SOILS ENGINEER:, ANO TH£ CITY:, FIELD RECOMMENDATIONS. CONTRACTOR SHAl.l i?EMOVE EXISTING IJTILITY IF DEEMED APPROPRIATE BY SOILS £NC/NEER ANO CITY. .,REJ,(()VE WESTERNMOST (OOIYNSTREAM £NO) 140 LF OF PIPE '"EXIST/NC D.D.C. V. ,t Fli?E HYDRANT TO /{£ RELOCATED,· ALL PIPES, VALITT; 8/Jf?'r'EIL, SPOOLS, AND OTHER ASS[l,(Bl Y MA TERIAI.S SHALL BE REPIACEO. c~~, DATE:~ DESIGNED BY: A.J::J.. DRAWN BY, T.B .• M.P. SCALE: 1· • 10' PROJECT MGR.· M,N.!;, JOB NO.: Q410~~ s 271 O Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning 7ULGJ--.-CorI1bod, Colifornia 92008 Processin,;i DATE: l-1;),,$" 760-931-7700 SuNeying Fo)j: 760-931-8680 www.odayconsultonh1.com t.tARM-rN. CARROLL RCE, 46935 "AS BUil T" ~~ J-24-01, RCE 6935" EXP. 9/30/07 DATE <lmWED 1 B~ n I-@._ IOo/1~{z.o<o t -INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION, RECORDED, ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. NORTH COUNTY CONTROL DATA 311.41 1-----+--+----------------t---+---t----+--, ~ ENGINEERING DEPARTMENT f 5 1-----le------1----------------+---+--+----il-----l GRADING Pl.ANS FOIJ: NOHTHPO/NTE TECH CENTER LOT 5 APPROVED,9Y Al. L ~ #~ LLOYD 8. HUBBS 1/,t-(,,,/01' l-----l---+-,.,---------------t-----t--t---t---1 CITY EN~R PEl23889 EXPIRES 12-31-05 DATE PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PIP 04-06 423-9A G:\01 1J99\CL99q·Jb,dwg Jan 1)3, 20C5 ·11 5:Jorn Xrds: :J4997ltl; -0499rriop; (,499tp; 0499g; 0499s:te; C499,~rd; C499utl 021005 I'S EXISTING CURB --L ,t GUTTER TO REMAIN EXISTING SATELLITE FARM 4.57K \ , _ _,.__ __ PROPOSED GENERAL ---,i--..1 ·. \ ACCESS ,t UTILITY ' . ./ \ EASDJENT PER P.R. 04-89 T C J84, 15 TC 283.65 rs SEE SHEET 5 ' •, ) --r r-·-·.,, · 285,JiTC za4.82 rs ~ ~ I T'GI <\, ···•.. ~ 287.14 TC 286.64 rs -4.4% B1.'D '~s A • '):zB6.11 (6" CURB SEE LEGEND SHEET 7-TYP.) 6' SEWER SERI/IC£ LAJf.RAl -NOTC4 JO" S.D. 4.0% EXIST. LOT LINE I 28747 FS 287.eg re ~----N,L.. TOE OF I SLOP£ 0 SLOP£ BACK OF CURB H VARIES '• IJ! -•·, ' ' NORTH POINTE TECH CENTEk-BUILDING LOT 5 F.F. ELEV.= 2911 .20 PAD ELEV.= 290.4 289.12 TC 288.62 FS II ~STING 8" _/ PUBLIC SEWER ' ' EXISTING UTILITY OA TA TABLE IINO DESCRIPT!ON REFERENCE DWG. DISPOS/TlON 18 EXISTING JO' HDPE PRIVATE S.D. PLANS FOR LINCOLN NORTHPOINTE. DWIJ NO. J65-5A REMAIN 20 EXISTING 18' PRIVATE 5.0. PRECISE GRADING PIAN LINCOLN NORTHPOINTE REMAIN 21 EXISTING TYPE 'G' CATCHBASIN PRECISE GRADING PIAN LINCOLN NORTHPOINTE REMAIN (ADJUST RIM TO FG ELEV. J 26 EXISTING 8 • Pi,t; SEWER DWC. NO. 365 5 29 EXISTING 8' Pi,t; WATERLINE DWC. NO. 365-5 63 EXISTING SEWER M.H. RIM=285.55 1[=272.17 DWC. NO. 365-5 64 EXISTING 8' Pi,t; SEWER DWC. NO. 365-5 67 EXISTING 8' Pi,t; WATERLINE DWC. NO. 365-5 EXISTING UTILITIES MAY 8£ ABANDONED IN PLACE IF IN ACCORDANCE WITH TH[ SOILS [NGINE[R's AND TH[ CITY'S FIELD RECOMMENDATIONS. CONTRACTOR SI/All REMOVE EXISTING UTILITY IF OEEMED APPROPRIATE BY SOILS ENGINEER AND CITY. I RAMP- NOTE 5 12.0,:- GRADE BREAK'. ' i REM0VE ABAN[)ON REMOVE REMOVE REMOVE REMOVE F · f'ffl'QSeD WffRAZ ACCESS. ,t UTILITY EASEMENT PER 8' WA Tl111.INE ' 281,0 l1RAOING LIMITS MATCH EXISTING 279,0 11 i • 11 a• SEWER.LINE-- SEE NOTE 4 C II MOPOSED GENERAL -;:--r-+----L_ l F ' ACCESS ,t UTILITY I , EASEMENT PER P.R. 04-89 P.R. 04-89 0 H-+------- ~~~ &~ '8, ,:>~ <'\ 8 (6" CURB & GUTTER SEE "'-~=-=itif-""':'S;j,;::::j~;r_;:aC:==,=:-:UJ~,~~~s_.;._,:,_-:_~~==c:L:::;::=z_~::;j~=~--====-ie--::±:t~~'>~--=~;:.;:_.;.__.=__.=__.=__::_:::...;_;:_.c:.C:._;.~,_=:--=--=~~~~-=--=__=i+LEo-CE,~"NO SHEET 1-TYP.) ' ' " ~ -V '<'9/ Di 3.2% ' .... o' .,'l. ,c. ~ "XIST. 18" STORM DRAIN I:;;: "' NOT£!/ ELECTRONIC DATA RLES ARE FOR REFE'RENC£ ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SUR'o£Y CONTl?Ol ©2004 O'Day Consultants, Inc. ESS . 469 09/JO c,v,~ QI.LI ~~ ~ lb c;:-, t·~~~ "'j "I "I So· ~ ~ ,e, -..,"J ~ 'f, f,~\IJ 271 O Loker Avenue West Suite 100 Carlsbad, C<:lllfomia 92008 760-931-7700 Fax: 760-931-8680 www.odoyconaultonts.com "'"' ~<fo, ,c. ,.., .... o'.,..,,..,.o' ~ £-SE£ 1'!. I'-' ~ ·-if' ~ LEGEND SHEET 1-.) -~ -? ']; ~'),~'), j -~ -~"' -:F Civil Engineering Planning Processing Surveying r-.. ~ ~ 3.35% / Cl \Ci~ t'k't,;;, '\) '.\,· '\) DESIGNED BY: A.J.V. DRAWN BY: J.B., M.p. PROJECT MGR.· M.N.C, DATE: AUGUST 2004 SCALE: 1 • • 10' JOB NO.: 041099 / '1'1,J, '}. I \\, '),~~f / ./ SEE SHEET 10 "AS BUil T" 3-24-0(,, EXP. 9/30/07 DATE REVIEWED BY: as-Ire {u,c{, ' DATE ---11~ SE£ NO TE 4 =::s-_ ~-~~~ \ ----'-------- SD_-:_-=- 285.0B tc .. 284.58 FS .285..25 ,r; 284.75 FS CONCRETE LUG PER SDRSD Dwt NQ D-63 fXJST. e• . PUBLIC WA ltR41N£ 286 \ ' ' Cl!::) •. ' ~ ~ ~ -~ Vi \ ' ' \ \ ' 298 -· z re -z fS ·.··~. . .. . ·. .285 --- BENCHMARK; DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 ML NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G. \041099\U499gUl.dwc; Jo·1 C,j, Ll)Ot; 11:'.:.14,Jrn Xrefs, 04997utl; 0499rrop; 049':::lb; 0499g; 0~-99si:e; 0499grd; 0499utl DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 5' 10' 20' SCALE: 1" = 10' NOTES I. SEE SHEET 2 FOR EXISTING EASEMENTS DATA TABLE 2. SEE SHEET 4 FOR COMPLETE EXISTING UTILITY TABLE J. SEE SHEET 12 FOR LOT LINE DATA. 4. SE£ Dlit,. NQ42J-9 FOR STORM DRAIN, SEHE'R, WATER. 5. SEE ARCHITECT/JRAL PLAN FOR All HARDSCAPE DETAILS. L£G£ND: (J) EXISTING EASEMENT [I] EXISTING UTll!TY @ TYPE OF SURFACE IMPROVEMENT- S££ SHEET I I SH7T I CITY OF CARLSBAD I SH,sS I ENGINEERING DEPARTMENT GRADING Pl.ANS FOR: NOHTHPOINTE TECH CENTER LOT 5 APPROVED /JY . , /4 f ~~~~Al,( LLOYD B. HUBBS / J.1~0S CITY EN .. GIN R~23889 EXPIRES 12-31-05 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ,L._ RVWD BY: '"' PIP 04-06 423-9A 021005 , - \ • \ • \ \ \ ' • ----t3 \ ROOF DflAIN P. 0. C. /f • 281.50 -S[[ BUILDING PLANS FOR CONTINUATION w--- ·-~ -----'--\-EXIST 8" UBL/C.WA TfRLINE ~ -EXISTING 8" . ,;r PUBLIC SEMR BU/LO/NC LINE 6' CURB SEE SH££T 10 NOT£!! ELECTRONIC DA TA fllES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR 'IV?T!CAL SURVEY CONTROL OfESS1 C~~T NORTHPO/NTE TECH CENTER BU/LO/NG LOT 5 FC A / F.F. ELEV 291.20 PAO ELEV 290.4 0 CF 290. 1 FS, 'CB ENO RAMP CF 290. 84 TC 'CB 290.J4 'CB BEGIN RAMP 290.8 TC 'HP 29 .J1 rs -------jr-;;;,--PROPOSED CfNEOO r ACCESS &-UT!L/TY l-[AS[M[NT PER P.R. 04-89 a• WATERLINE lit / o· µ 5' 20' SCALE: 1• = 10' DESIGNED BY: A.J.Y, DATE: AUGUSf 2004 (Ju DRAWN BY: T.B., M.P. SCALE: 1'' • 10' II II Iii I "AS (; PROJECT MGR.· t.t.N.C, JOB NO.: Q41099 RCE A.i935 s EXP. . . -4693~ SJ Dl/30/0~ * CJVI\. _,~"t- 2710 Loker Avenue West CMI Engineering ENGINEER OF WORK: C,A\_\~W:, ©2004 O'Day Consultants, Inc. Suite 100 Planning REVIEWED BY: Carlsbad, California 92OOB Processing -1))..'7 ~ DATE:~7",J') ~ 4e 760-931-770CI SurveyinQ 0 Fox: 760-931-8680 ~ www .odoyconsultant!I. com t.tARGARE:fN. CARROLL RCE: 46935 PECTOR ROOF DRAIN P. 0. C. ~1 I[ = 281.50 -SEE BUILD/NC PLANS FOR CONTINUATION I 1- I'<!? &t H --- 1% MIN. ~ p 1.0%1 --1 0.5% "-"-90 ~! PROPOSED CfNfRAL ACC£SS &-UTILITY EASEMENT PER P.R. 04-89 w Ca· WATERLINE 2.0% -, -SD A (6" CURB SEE SH££T 1-TYP) ¢' \ ,/' \/ \ \ \ BUil T" BENCHMARK: 3-24-01,, 9/30107 DATE (,jj: 't§/rc b -,,,(p DATE DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 S££ SHEET 6 I I I I I ~c ~ r, ' ' ' \ 'ii!. N RIOCf \ TYPE ,1' C.O. '(SEE Di+r; 423-9) B {6" CURB &-CUTTER SEE LEGEND SHE£/" 1-TYP.) /1\ DATE INITIAL \ 0) ~ ~ ti) ~ PRIV.AT£ STORM DR.AIN D.AT.A ~ LENGTH REMARKS I 58.00' 6' PI-C O 2. 07% 2 JO. oo· 6' PI-C O 2.00% PRIV.AT£ STORM DR.AIN BOX D.A T.A (NO) DESCRIPTION I 12'xl2" AREA DRAIN FL -290.JO IE-281.60 2 12"x/2" AREA ORAIN FL= 290. JO IE= 286. 4IJ 1[=281.40 (6" ROOF DRAIN -SEE DETAIL SHEET 2! J 12"xl2" AR[A DRAIN FL= 290.JO IE= 286.40 IE--287.40 (6" ROOF DRAIN -SEE DETAIL SHEET 2) 4 12"x/2" AREA ORAIN FL-290.20 IE-287.00 EXISTING UTILITY D.A T .A T.ABL£ NcJ DESCRIPTION REFERENCE OWC. DISPOSITION 64 EXIST/NC 8" Pvt' SEWER owe. NO. J65 5 REMOVE 65 EXISTING SEWER SERVICE LATERAL owe. NO. J65-5 REMOVE 67 EXISTING 8" Pvt' WATERLINE owe. NO. J65 5 REMOVE EXIST/NC UTILIT/£5 MAY BE ABANDONED IN PLACE IF IN ACCORDANCE WITH TH[ SOILS ENGINEER'S AND TH[ CITY's FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXISTING UTILITY IF DEEMED APPROPRIATE BY SOILS ENGINEER ANO CITY. NOTES PED. RAIL/NC PER M-24 SECTION A-A NOT TO SCALE I. SE[ SHEET 2 FOR EXIS17NC EASEMENTS DA TA TABLE. 2. SEE SHEET 4 FOR Co.MPLET£ [X!S17NC U/ll/TY TABLE. J. SEE SHEET 12 FOR LOT LINE DATA. 4. SE[ DWC. N0.423-9 FOR STORM DRAIN, SEWER, WATER. 5. SEE ARCHITECTURAL PLAN FOR All HARO.SCAPE DETAILS. I SHBET I ££G£ND: (j) EXIS17NC EASEMENT [1] EXIST!NC U/ll/TY <}> STORM DRAIN DA TA (j) STORM DRAIN BOX DATA @ TYPE OF SURFACE IMPROVEMENT- SEE SHEET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRAD/NC PLANS F'OH: NOHTHPOINT£ TECH C£NT£H LOT 5 I SH,sS I APPROVED dr A,411 rt"'~-~ i,f LLOYD 8. HUBBS J/J~5 CITY ENGIN -R _:.,., 23889 EXPIRES 12-31-05 DAT- DATE INITIAL DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: a<< ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ PIP 04-06 42J-9A G:\0410S')\0499qC'8.dwg Jan J.3, 20c,:i ·1:59al"l Xrefs: O4997utl, '1499-rwp, D49(1tp. O409'.j; O499site O499-1ro, 0499 itl 02100s' 1 NORTHPOINTE TECH CENTER BLDG LOT 5 FF ELE'I 291.20 PAO ELEVa... 290.-1-0 ~"b ~ -'a, ---1 BVILOING UNE . sa SHEET a-~ ~,i,.-- NOTF!/ ELECTRONIC DATA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VER TIC Al SfJRW:Y CON TROl ©2004 O'Day Consultants, Inc. A I.O!l A 290.70 TC 290.20 rs 290.65 TC 'P 290.15 FS/HP \ \ \. \ EXIST/NC TOP \ OF Slo.PE 2.0!l RETAINING WALL BY SEPARATE PERMIT {WALL TO BE REVIEWED- AGAINST APPROVED SITE PLAN} I c~/~' SEE SHEET 6 TYPE ,1 ' C. 0. (SEE [)Hr; 423-9} SEE NOTE 4 289.98 re 289.48 FS f.O!l \ A (6" CURB-SEE LEGENO SHEET 1-TYP.} 1.5% --;J\-- ,. AS BUil T" DESIGNED BY: A.J.V. AU!,UST 2QJM DATE: ;/J, f./--J-24-0o, DRAWN BY: T.a., M,e. SCALE: 1· --40' t,tN.C. JOB NO.: 04109!1 PROJECT MGR: RCE 4b935 s EXP. 9/30/07 DATE 2710 Loker Avi,nue West Civil Engin&ering V ENGINEER OF WORK: Suite 100 Planning Carlsbad, Callfomia 92008 PrccessimiJ , 7 TC 2aa.7 rL 2aa.21 ~I l d .,:) I I I I I I I I r I ~ I ., ' i\ . ' i I' 9 7 &/STING CURB & G/fTT[R AT LOT LINE TO. REMAIN I.O!l - '1 ! \ 1-1-l-t-~\ -t-+-MA TCH EXISTING -tOJl C ~c ~'> 0, ~ i~i9':, 'J,~. "' t 11 ____ i.;.•..:;w""·,'-l· ,d,..·+ l -~ EXISTING LOT LINE r ----....1 , I ; GR.\E I . \ ! \ I I : \ I I I BENCHMARK: I I \ \ DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R18OO-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA }J_CJJ-G!'ED BY: ' DATE: 1-,,oS° 760-931-7700 Sul"Veying ~ ~l'(pW? Fax: n10-9J1-86BO MARGAR~. CARROLL .__ 'rn=,, - www.cdayconsultonts.ccm DATE ELEVATION: 311.41 RCE: 46935 INSPECTOR ' I ----.-EXIST. 8" EXISTING UTILITY D.A T.A TABLE 1Nc;1 DESCRIPTION REFERENCE OWC. 51 EXISTING 8. PVC WATERLINE OWC. NO. 365-5 59 EXIST/NC 3x3' C.B. RIM=288.55. IE=284.05 PLANS FOR LINCOLN NORTHPOINT£ Dltrl NO. 365-5A 60 EXISTING 18" HOP£ PR/VAT£ S.O. PLANS FOR LINCOLN NORTHPOINTE. 0/trl NO. 365-5A 61 EXIST/NC ELECTRICA' /TELEPHONE VTILITY CONOUITS SOCE PLANS 62 EXIST/NC GASLINE SOCE PLANS EXISTING UTILITIES MAY BE ABANDONED IN PLACE IF IN ACCORDANCE WITH THE SOILS ENCINEER's ANO THE CITY's FIELO RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXIST/NC UTILITY IF DEEMED APPROPRl4TE BY SOILS ENC/NEER AND CITY. " ' __.-~.EXISTING JOINT TR{/,;cil, UNDERGROUND J TELEPHONE & ELEC 1/q,IL LINES i l ' ! -----.......... ,,,,__ ~-~ 10' -----5' 20' SCALE: 1• = 10' NOT[S I. SEE SHEET 2 FOR EXIST/NC EASEMENTS DA TA TABLE. 2. SEE SHEET 4 FOR COMPLETE EXIST/NC UTILITY TABLE 3. SEE SHEET 12 FOR LOT LINE DATA. 4. SEE 0/W. N0.423-9 FOR STORM ORAIN, SEMJI, WA l[R. 5. SEE ARCHIT[ClVRAL PLAN FOR All HARDSCAPE [)£TAILS. DISPOSITION REMAIN REMAIN REMAIN REMAIN REMAIN WAT[R LINE /1\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c;:\041V::19\U499gV:f.c.-1g ucr CJ, 2C<)!.J 12.1C,µ·n Xrets: C-499 Jut, 049:::lrnap; 8499lr..,; D4S9g: 0499sile; 0499grd; D499utl DATE LEGEND: (j) EXIST/NC EASEMENT m 0 INITIAL EXIST/NC UTILITY TYPE OF SURFACE IMPROVEMENT- SEE SHEET I I SHgET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GHADING Pl.ANS f'OH: NORTHPO/NT£ TECH CENTER LOT 5 APPROVED df I sH15s I A ~c~~-~i~ CITY EN~R p-~3889 LLOYD B. HUBBS I/ ''-/q 5 EXPIRES 12-31-05 DATE r DWN BY: CHKD BY: " ~-- PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: "'-C~"' PIP 04-06 42J-9A 021005 I I ' f NOTE!! I I ' ' I \. \ \ \ ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USE/J FOR HORIZONTAL OR VERTICAL Sf/R'rf:Y CON TROl ©2004 O'Day Consultants, Inc. OfESS/ 09/JO CIVIi. (;Al.\~ s 0 Im 1ST. 18• S DRAIN RETA/, (5'-4' M, BY S£PARA CONTRACT 2710 Loker Avenue West Suite 100 CorlsbQd, Colifornio 9200a 760-9.:51-7700 Fox: 760-9J1 -8680 www.odoyconsultonts.com \s 27 Ch.di Engineering Planning Processing Surveying V (TYP. ALL • . LANOSCAP!Nr;} NOTES · · . 283.18 TC · 83.28 rs .?, <o',('. A .?, ·~ I. SEE SHEET 2 FOR £X/ST!NC £AS£M£NTS DA TA TABLE 2. 5£[ SHEET 4 FOR COMPLETE £XJST!NC IJT!LITY TABLE 3. SEE SH££T 12 FOR LOT LIN£ DATA. 4. 5££ Ofic. Na 423-9 FOR STORM DRAIN, SEW£/?, WA llR. 5. 5££ ARCHITECTVRAL PLAN FOR ALL HAROSCAPE DETAILS. "AS BUil T" S££ SH££T 8 • ◊ ◊\ \ \ '--9• WATERLINE _// \ \ (6' CURIJ-..S££ A L£C£NO SH££r . ,,--:-:~~~___t_~· ~·· 1-TYP.) 286A2 TC . . ~\.,. ,.:·~'<-,, a\,,: .,, 1/ ' 7'· (286. I) / ---..£ MATCH EXJS'fiNC 0 TOP ()f SLOPE LEGEND,· CD EXISTING £AS£M£NT II] £XJST!NC IJT!LITY £XJSl/NC LOt LINE XIST. 8" PIJBLIC S£W£R T. 8" 01 IC · RUN£ 'C-I' CA TCHBASIN S££ N()iE 4 @ TYPE OF SIJRFAC£ IMPRO'IEMENT- 5££ SH££T I BENCHMARK: 5' • ® CIJRB .t GUTTER PER Ofic. 'C-2' (TYP.) ISLAND'-~ 29,1,,u re " 283.94 FL * < :/ 284.30 TC £00£ OF PA'IEMENT ® 283.80 rs ' .# ~'f, " d CURB .t CIJ TTER ,,,j. PER Ofic. 'C-2' (TYP.) 4 I~ 18 19 20 21 22 23 24 25 64 65 66 61 68 69 10 11 12 14 15 LOT 9 EXTST!NG 8lOC. jq ~'f, .,;{ ~- EXISTING UTILITY DATA TABLE OESCRIPTlON REFERENCE OWG. EXIST/NC 30' HOP£ PRIVATE S.0. PIANS FOR LINCOLN NORTHPO/NT£. owe NO. 365-5A EXIST/NC 5' TYPE II' C.I. 211.60 Tc. 266.30 1£ PIANS FOR LINCOLN NORTHPO/NT£. owe NO. 365-5A EXIST/NC 18' PRIVATE S.O. PR£CIS£ GRADING PLAN LINCOLN NORTHPOINTE EXIST/NC TYPE 'C' CATCHBASIN PR£CIS£ GRADING PLAN LINCOLN NORTHPOINTE EXISTING 18' PRIVATE S.O. PR£CIS£ GRADING PLAN LINCOLN NORTHPOINTE EXISTING 5' TYPE II' C.I. PR£C/S£ GRADING PLAN LINCOLN NORTHPOINT£ £XISTINC 30' R.C.P. PRIVATE S.O. PIANS FOR LINCOLN NORTHPOINT£. owe NO. 365-5A EXIST/NC HEADWALL .t RIP-RAP ENERGY 0/SSIPATOR PIANS FOR LINCOLN NORTHPOINT£. owe NO. 365-5A EXIST/NC 8" PVC SEWER OWC. NO. 365-5 EXIST/NC SEWER S£RVIC£ LA T£RAL OWC. NO. 365-5 EXIST/NC SEWER M.H. RIM=284.00 l£=210.83 OWC. NO. 365-5 EXIST/NC 8 • PVC WATERLINE OWC. NO. 365-5 EXIST/NC FIRE HYIJRANT ASSEMBLY OWC. NO. 365-5 EXIST/NC 8' go· ELBOW .t T.8. OWC. NO. 365-5 EXISTING 8' PVC WATERLINE OWC. NO. 365-5 EXIST/NC 8' PVC SEWER OWC. NO. 365-5 EXIST/NC SEWER M.H. RIM=276.33 1[=268.90 OWC. NO. 365-5 EXIST/NC 8' PVC WATERLINE OWC. NO. 365-5 EXISTING 8' PVC SEWER •owe. NO. 365-5 EXISTING IJTIL/T/£S MAY 8£ ABANDONED IN PLACE IF IN ACCORDANCE WITH TH£ SOILS £NCIN££R'S ANO TH£ CITY'S FIELD R£COMM£NOAT/ONS. CONTRACTOR SHALL REMOVE EXIST/NG IJT/LITY IF 0££1./£0 APPROPRIATE BY SOILS £NCIN££R ANO CITY. ,.,EXIST/NC 0.0.C.V. .t FIRE HYIJRANT TO 8£ RELOCATED; ALL PIPES. ll.4L>f3; BURY£LL, SPOOLS, ANO OTHER ASSEMBLY MATERIALS SHALL 8£ R£PLAC£0. DETAIL ~' o· _j,' lwl NOT TO SCA/.£ 20' 1 o' SCALE: 1 " = 20' O/SPOS/TION REMAIN 40' REMAIN fAOJIJST RIM TO FC £L£V.J REMAIN REMAIN (AOJIJST RIM TO FG £L£V.J REMOVE REMAIN (AOJIJST RIM TO re £LEV.} REMAIN REMAIN REMOVE REMOVE REMOVE REMOVE R£MOVE/REL0CAT£"' REMOVE ,t CAP PIPE REMAIN ABANDON IN PLACE-SEE NOT£ BELOW REMAIN f PLUG ABANDONED PIPE HOL[) REMAIN REMAIN I s,oT I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING Pl.ANS fOR: 1 sH;5s I DESIGNED BY: A.J.y, DRAWN BY, T.B .• M.P. PROJECT MGR: M.N.C. DATE: AUGUST 2004 SCALE: ]' • 20' JOB NO.: 041099 ~ ~ J-24-01, Rc0935 EXP. 9/30/07 DATE DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NOHTHPOINTE TECH C£NT£H LOT 5 APPROVED UY . /4 "--e.,f!--~f,l ·,-, LLOYD B. HUBBS I.L~eS' ENGINEER OF WORK: REVIEWED BY: 7,/ l , ('. 1 .1 l/7 ,.., o IA L,{_,/'--"'-DATE: /. "J• O ', ~ ...,. -:MAR*-GAR=u'l,;11'r.N"'". °"'CA"'R;;;RO;c;Ll-;----"::R:::c°='E:'--4:;-;;6:;:;,935;;-INSPECTOR NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 CITY ENGINE -PE-~889 EXPIRES 12-31-05 DATE II\ OWN BY: ;U PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: n '"'" PIP 04-06 42J-9A ENGINEER OF WORK REVISION DESCRIPTION O'IHER APPROVAL CITY APPROVAL RVWD BY: ·, ~ G: \041 C99\:J499g· O.dwg Jan 03, 2:JC5 12: 32pm Xrefs: C4997Jt, 0499mcp; J499tp; ·'.l499g; 0499site; 0499grd; :J499ut 021005 C :E -(i) 0 2- I r I I I i O' 1 O' 40' 5 20 BO' SCALE: 1 • = 40' NOTE!! I I I I I ' ~I !v • I ' I I I I I I I i I I I I ( I I I I I I I I ' ~ (:, ~ " ' "" !v \ \ ' "' Cl)· { " ELECTRONIC DA TA RLES ARE FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL ©2004 O'Day Consultants, Inc. ' '-..._ '-..._ '-..._ \ ' ' \ \ \ ' \ ' ~ ", " '-..._ '-..._ \ • • '-..._ \ \ \ '\ '\ 271 O Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fe)(: 760-931-8680 www.odoyconsultonts.com '\ LOT 2 '\ '\ Civil Engineering Planning Processing Surveying [ LOTUNE NORTHPO/NTE TECH CENTER BUILD/NC DESIGNED BY: AJ.V. DRAWN BY: T.B .• M.P. PROJECT MGR.· M.N.C. ENGINEER OF WORK: 1[}- MARGAR . CARROLL DATE: AUGUST 2004 SCALE: 1" = 40' JOB NO.: 041099 RCE: 46935 LOT J / / tJ::r t::f:tr "AS BU ILT" 3-24-OC:, -,-,'--'3~:i~ EXP. 9/30/07 DATE ~Jt(:w:.C. INSPECTOR DATE ---..___ ---..___ ---..___ ---..___ ---..___ BENCHMARK: DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. Rl 800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 It\ DATE INITIAL LEGEND @ CONCRETE SWALE-SORSD DWG NO. G-IJ (MOD.} © ® 1 1/2' PORTLAND CEMENT CONCRETE PAVEMENT PER CITY Of CARLSBAD (GS-16) TRAmc AISLES &-PARKING STALLS (4" A.C./7" BASE COMPACTED TO 95%)' SAWCUT EXISTING PAVEMENT &-OVERLAY I' WITH NEW PAVEMENT ' AS RECOMMENDED BY SOILS ENGINEER REPORT, TITLED R[PORT OF G[OT[CHNICAL INV[STIGATION. Vt4SAT omcc BUILDING. NORTHPOINTE LOT 5. EL CAMINO REAL CARLSBW, CALIFORNIA, PREPARED BY CHRISTIAN WHEELER ENGINEERING, AUGUST JI, 2004. ACTUAL SECTION M4Y BE MODIFIED WITH R-VALUE TEST. T.I.= 5.0. !:1Qfil I) SEE ARCHITECTLIRAL PLANS FOR PARKING LOT SIGNAGE AND STRIPING PLANS. 2) SEE ARCHITECTLIRAL/LANDSCAPE PLANS FOR SIDEWALKS/HARDSCAPE J) SEE ARCHITECTLIRAL PLANS FOR ltHEEL STOPS CITY OF CARLSBAD I SHl,T I ENGINEERING DEPARTMENT PAVING Pl.ANS FOR: NORTHPO/NTE TECH CENTER LOT 5 I SH,sS I APPROVED d Y I~ ~ -,,? ~ • • , LLOYD B. HUBBS ;/~(,.,b~ CITY ENGINErn PE 889 EXPIRES 12 31 05 DA TE- OWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: =;c_ L>, PIP 04-06 423-9A G: \04°099\0499g11.dwg Jan 03, 2005 12: 34pm Xrefs: 0499rnop; 0499TP; 0499site; 0499g ~b 1b~b 021005 --~~--·,'7--iiiiiiiiiiir 50' 2&0· SCALE: 1 ' ~ 1 oo· NOTE!! ELECTRONIC DA TA RLE'S ARE FOR REFE:RENCE ONl Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR VER77CAl SURVEY CONTROi. ©2004 O'Day Consultants, Inc. -- r} D r, rJ.J .Ju.J ------ \ ' ' \ ' ' \ ' ' ' ' 0 LOT 1 101 2 \ ' I ------- ' \ ' ' \ 4--lp.~((D -&. ' <!" ' \ \ C~~TS 271 0 Loker A¼tnue West Civil Engineering Suite 100 Planning Corlmbad, California 92008 Processing 760-931-7700 Surveying Fa:,c: 760-931-8680 www.odoyconsultants.com - EXIST/NC R. 0. W. -- =-w--- I 01 f'J ~ u AOJUSTEO LOT LINE (TYP.) - 1014 -- \ \ - LDT 3 JWJJP 8054 - LOT 7 \ -----\_ __ _ LOT LINE \ (TYP.} j LOT 5 LOT 9 ' ~ ~ .. ,y ..?.~ 11"";,,.>.... .._, V6'• ' I Dr r; ~ ~ .. ~ £ ·J'J--.... ;WAP '~---... _ 101 8 10110 LDT 12 EXIST/NC R.O.W. \ \ I I I "# _ • • J..,5;.V80/VISION !l-OUM-'OARY 8054 ~~~-~.------L D 1 10 <' 6 9.66, -=>1<:::::____ N 00'35'/,I" E--687.8~ r · -------,F.~ 11 JWJ]P / LDT 9 LDT 8 LDT 7 ~I; 9744 // 1 7 ·1 •1 I I ..._. DESIGNED BY: A,J.Y., DATE: ~Y!l!.!fil 2004 DRAWN BY: T.8 .. M.P. SCALE: ]" • 100' PROJECT MGR.· M.N.!;, JOB NO.: 041099 ENGINEER OF WORK: "AS BUil T" 1!i). ?-- RCE 935 EXP. 9/J0/07 R~-:)WED BY: ,...,,., Ji/;jp 9-44 ;WAP 9744 JWJ]P 9744 I 3 -24-0'-, DATE BENCHMARK; DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA /1\ DATE INITIAL - -- ----- LDT 8 Jl,jjjp 8054 )1/ ltl_ MAR~ N. CARROLL DATE: I-'?-0~ ,,/ a D "'"/,,.("'1!)(, -ELEVATION: 311.41 REVISION DESCRIPTION ENGINEER Of WORK RCE: 46935 INSPECTOR DATE G. \C41099\0499G12.dwg ,Ian 03, 2005 12.. 45prn Xrefs: 04S9map; 0499G Jif}JE,· LOT UN£ ADJ/JSTU£NT P£H Alli (H-07. LOTLINE DATA NO. DEL TA / BEARING RADIUS LENGTH 1 N 39'33'55" E 162.49' 2 S 60"46'48" E 219.21' 3 N 15'01'13" E 17.,f.4' 4 N f.1'58 ',l.1" W 16.00' 5 N 15'01'13" E 191.50' 6 S f,1.'58',l.1" E 318.,1.8' 7 S 15'01 '13" W 191.50' 8 N 1''58 ',l.1" W 59.50' 9 S 15'01 '13• W 55.00' 10 S 1''58',l.1" E 131.51' 11 N 15'01'13" E 118.50' 1, S 1''58',l.1" E 18.51' 13 S 20'50'08" E 27.6,1.' 14 N 15'01'13" E 99.6,1.' 15 S 1''58',/1" E 10.00' 16 N 15'01'13" E 311.38' 1 ; S 81'51 '05" E 2,1.12· 18 S 08'08'55" W 2.2.50' 19 N 81'51'05" W 220.03' 0 S 15'0I '13• W ,6,.80' N 1,1•59•,1.1• W ,a.oo· ~~ S 15'01 '13" W 245.05' (23) N 10'5/',f.2" E 135.56' 4 N ,f.J'58'04" W 125.19' N 56'28'02" W 315.69' 6 N 39'33'55" E 93.01' N 19',f.1'12" E 152.91' S 1''58',l.1" E 41.40' 9 N 15'01'13" E 29.3'' 0 S 1''58',/.1" E 66.5,1.' 3 S 15'01 '/3" W 6.85' 021 S 1''58',/.J" E 195.00' S 15'01'13" W J79.56' 4 N 1,1•59',1.7• W 191.50' (35) S 1''58'47" E 125.,2' 06) N 75'0/'/J" E 101.19' (37) S 81'51 '05" E Jf.J6' Clal S 08'08 '55" W 199.55' :39 S 81'51 '05" E 159.86' 40 S 08'08'55" W 22.50' 41 N 1,1•59•,17• W 180.98' LOT TABLE (NO) ORICINAI. 80IJNlJ4Kf AlAIIJST@ 80IJNlJ4Kf AREA /ACRES) AREA /ACRES) 2 Jdl 4.,n J .J. -~lf/ 5 'I• A '7 HORIZONTAL CONTROL PLAN SEE SHEET I J FOR SITE DIMENSIONS I 3/2T I CITY OF CARLSBAD I SH;ys 1 ENGINEERING DEPARTMENT fiHADIN(l Pl.ANS FOH: NOHTHPOINT£ TECH C£NT£H LOT 5 APPROVED ur --,., IA" ~ . LLOYD B. HUBBS ~/1-",/eS CITY ENGIN R PE fi889 EXPIRES 12-31-05 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: lb,!;.'!" PIP 04-06 423-9A CITY APPROVAL RVWD BY: -, A OTHER APPROVAL oi,oos . · C =E -(i) N g_ f O' JO' -■ 20' 18' \ \ SCALE: 1" = 40' !J!JJ!J LDT 2 EXISTING BUILDING l ' I ,, !i' ,-·c·., ;···c •~~,o~ ; 'J I LDT J EXISTING BU/LO/NG 1 --SUBOIV/SJN 80UNOAl?Y er 98-07', I ' ' NOT£!! ELECTRONIC DATA f7L£S AR£ FOR RE'FER£NC£ ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR ITT?TlCAL SURl£Y CONTROl ©2004 O'Day Consultants. Inc. I I I f -~ ~ ..._ ..._ ..... -~ ..._ i:: ~ I I I I /l I l ' , I I I I ' I I I I , ;/,1,i J:1 .. 1; ,' / I I i I' ,': ' ' ' \ ' ' Nclr ' ' ' i' ~TCH CUR~! EXISTING, 8.50' ~-l-+---1- 29.5' 8.50' (T'tP.} 25.00' 85. -----.;' :::: I 7J' 6J.OO' I 5 , I I 01?/C/NAL LOT ~ LINE (TYP.) I -SEE SHEET 12 FOR DATA I I 25.00' 1 HH5e1.t'¥. !<++--I _______ _j 8.0' 5.00' ~ Sl a.so· (TYP.J i r' " I LOT 5 BLDG. 4 2!Jf.2 FF 290.6 PAO Ill Ill Ill 5.00' LOT LINE (TYi'.) -SEE SHEfT 12 FOi? OATA l-+--+--+--1--f%,IL-HH+++-HH~2f1·.:'t'.--l--+--~----l-----l-+-W 29' ~II 1--=-":,_-i ,HJ.00' LOT LINE (TYP.) -SEE SHEET 12 FOi? DATA ' ' 2710 Loker Avenue West Suite 100 Carlsbad, Cali1omio 92008 760-9;31-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying 43,41' DESIGNED BY: A.J.V. DRAWN BY: T.B., M.P. PROJECT MGR.· M.N.C. ENGINEER OF WORK: UJ- N. CARROLL LOT 5 4.J.57' DATE: AUGUST 2004 SCALE: 1 • • 401 JOB NO.: 041099 t--+-+-+-+-+-4 40.93' I ' ' I / \ l~ttJ IJ,7:f LDT fJ "AS "BUil T" ~ [...____,_ J-2-4-0r:. RC~35 EXP. 9/30/07 DATE REVIEWED BY: DATE: l-?-OS' ~BP e RCE: 46935 INSPECTOR ' ,, I ' I ' I ' I .. J DESCRIPTION: LOCATION: RECORDED: ELEVATION: ' I J:i . ;i MATCH CURB TO EXISTING 25.0' --=+=lc--=f:. 25.0' 30' -3r.fr / I ' BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2.63 Ml. NLY. FROM LA COSTA AVE. NORTH COUNTY CONTROL DATA 311.41 LDT 4 I I F I ' ' i ) ' I ; LDT 10 HORIZONTAL CONTROL PLAN t===t===1===================±==j==j===t=:=J ~3 C TY OF CARLSBAD I SH1E5ETS I 1 rL...rr_j=:=~=-=====E~N~Gl:::N:::EE:::R::IN:::G::::::'D:=EP::::A::::R::::TM=EN::::T:==::::!.!:::::::::::::= GRADING PLANS FOR: NORTHPO/NT£ TECH CENTER i---t-+----------1--l--l--!...-_j LOT 5 ~•--,----t---------------+--+---+---'--J ~A;';P;;;P:;;'Ro::::':v';;:E:;::D7rY~=============:::! A &. .. , C,. ~"' LLOYD B. HUBBS '/.#&./,. ~ CITY ENGINE~R f'63889 EXPIRES 12-31-05 DATE1 ICDMA:iiTEEIIN1Niiimi'iAU:L-t'..,_ ________________ -l--::D-:cA rr=-+ccIN,-,ITl""A_L_j_ __ _j_ __ j ~D~W~N~B~Y~,== -.,,= _= .,,=~=-~11 ==~P::R~O;.J~E~C~T=N=~o. ~~~~!:::::== ENGINEER oF woRK REVISION DESCRIPTION □ATE INITIAL CHKD BY: ~,L_ n,n ,.,,, "''6 D;~w'JING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: • r,r v-,-u, .,.~. -9A G: \0,11099\0·199G13.dwg Jan 0.'., 2005 1: 13pm Xrefr: 0199map: 0~99sile: 0199TP; 0499G -(JI EROSION CONTROL NOTES /. IN CASE EI.IEJ1G£NCY ltYJRK IS REOUll?El), CONTACT MATT AOAI.IS AT (949} 463-6091. 2. EQUIPMENT AND ltYJRKEJIS FOR EI.IEl?GENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NC THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT 8£ IIIOVED OR IIIODIFIED WITHOUT TH£ APPROVAL OF THE ENC/NEER/NC INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ltYJRKINC ORDER TO TH£ SATISFACTION OF THE CITY ENCINEFR AFTER EACH RUN-OFF PROD/JC/NC RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS M4 Y BE R£0UIR£0 BY TH£ CITY £NC/NEER DU£ TO UNCOMPLETED CRAOINC OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH M4Y ARISE 6. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE II.IPOUNOED WATERS CREATE A HAZARDOUS CONDITION. l. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED GRAD/NC PLAN SHALL 8£ INCORPORATED HEREON. B CRAD£D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SL OPE AT THE CONCL US/ON OF EACH WORKING 0A Y. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ £ND OF EACH WORKING OAY WHEN THE FM (5) OAY RAIN PROB48/LITY FORECAST £XC££0S FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REI.IOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGATE. fl. SHOULD CERI.IINAT/ON OF HY{)R()SEED£0 SLOPES FAIL TO PROV/0£ EFFECTIVE COITT'AC£ 8. C. OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE Sl48/LIZ£D BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND T£!.IPORARY EROSION CONTROL PLANTING AND /RR/CATION SHALL BE INSTALL£[) ANO M4/NTAINED AS REQUIRED IN SECTION 212 OF THE STANOARO SPECIFICATIONS AND THE FOLLOWING.· A. H'IDROSEEOING SHALL BE APPLIED TO: /. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE· o. THREE FEET OR I.IORE IN HEIGHT ANO ADJACENT TO A PIJBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED Fl.A TT£R THAN 6: 1 WHEN ANY OF TH£ FOLLOWING CONOITIONS EXIST.· o. NOT SCHEO/JLEO FOR !UPROVEMENTS(CONSTR/JCTION OR GENERAL LANDSCAPING} WITHIN 60 OA>5 OF ROUCH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION //)[NT/FIED BY THE C/Tf ENC/NEER THAT WARRANTS !I.IUEDIATE TREATMENT. H'IDROSEEDEO AREAS SHALL BE /RR/CA TEO IN ACCORDANCE WITH THE FOLLOW/NC CRITERIA: I. ALL SLOPES THAT ARE GRAD£[) 6.·/ OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRR/CAT£0 BY HANO WATERING. FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL S>5TEM OF LOW PRECIPITATION SPR1NKLEJI HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL S>5TEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOP£[) LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROS£EOINC. THE DEVELOPER SHAil SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/CATION TO TH£ CITY £NG.IN££R. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE N/JMBERS. TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED S>5TE!.I. J. !RR/CATION SHALL MAINTAIN THE WSTURE LEVEL OF THE SOIL AT THE OPT/MUI.I LEVEL FOR THE GROWTH OF THE H'IDROSEED£D GROWTH. H'IDROS££/)/NC MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCU£ c. J lbs. PEJI ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA I.IILLEFOLIA a. J lbs. PER ACRE OF ALYSSUI.I (CARPET OF SNOW} f. 1 /2 lb. PER ACRE OF /)/I.IORPHOLECA 9. ITEMS c,d,s, AND I OF THIS SUBSECTION M4 Y BE OMITTED ON LOCATIONS WHERE TH£ AREA BEING H'IDROSEEOED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCT/JRES. h. ITEM o OF THIS SUBSECTION M/JST 8£ INOC/JLATED WITH A NITROGEN FIX/NC B4CTER14 AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE H'IDROSEEDINC. ,: All SEED MATERIALS SHALL BE TRANSPORTED TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOO!) AND ACRICULT/JRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE H'IDROSEED SL/JRRY AT THE 0/SCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT TH£ RA TE OF NO LESS THAN 2000 lhs PER ACRE. TYPE 6 M/JLCH (STRAW} MAY BE SUBST/T/JTED. ALL OR PART, FOR H'rl)RAULICALL Y APPLIEO FIBER MATERIAL. WHEN STRAW IS /JS£0 IT UUST BE ANCHORED TO THE SLOPE BY UECHAN/CALLY P/JNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. NOTE!! ELECTRONIC OA TA flLES ARE FOR REFERENCE ONL r ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SUR',,£Y CONTROL EROSION CONTROL NOTES(CONT.) J. FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHATE SULFATE. 16-20-0. WITH 15% SULPHUR APPUEO AT THE RATE OF 500 lbs. PER ACRE. 0. AREAS TO BE H'rl)ROSEEDED SHALL BE PREPARED PRIOR TO H'rl)ROSEEOINC BY.· E /. ROUGHEN/NC TH£ SURFACE TO 8£ PLANTED BY ANY OR A COMB/I/AT/ON OF: o. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROW/NC AREAS 6:1 OR FLATTER THAT AR£ SUFF/C/£NTI..Y FRIABLE c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOl,f. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANT/NC BY.· o. A{}JUST/NC THE SURFACE SOIL MOISTURE TO PROV/OE A OAMP BUT NOT SAT/JRATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH A{}JUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. H'IDROSEEOED AREAS SHALL BE M4/NTAINED TO PROVIDE A VIGOROUS GROWTH /JNT/L THE PROJECT IS PERMANENTLY LANOSCAPEO OR, FOR AREAS WHERE HYDROSEEDINC IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. c~~, A.J.V. AUGUST 2QQ4 DESIGNED BY: DATE: DRAWN BY: T.B •• M.P. SCALE: ,. • 20' PROJECT MGR.· M.N.C, JOB NO.: 0410~9 s 2710 Loker Avenue West Clvll Engineering ENG!NEER OF WORK: Suite 7 00 Planning 4693 011/30/05 * IV\\. 'r#;'f' CALI~ Carlsbad, Calrfomia 92008 Processing r)J_ ~ DATE: l~7·0~ ©2004 O'Day Consultants, Inc. 760-931-7700 Surveying Fax: 760-931-BSBO MARGARWN. CARROl.l www.odoycon!ILiltonts.com RCE: 46935 [X/STING GROUND _L_ 14'MIN. T PUBLIC RIGHT - OF-WAY ..::t, u,.,l la a· MIN. -lllml,!'jjLLm111mJ!mLlnr!- PROflLE .EWJ PUBLIC RIGHT-OF-WAY PROVID[ APPROPRIA E TRANSITION BETW[[N STABILIZED CONSTRUCT/ON [NTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE 9 IN (2J CM) EARTHEN RIDGE UNIJNED SWALE & BERM 1. S[T POSTS AND [XCAVAT[ A 4 BY 4 IN (10 BY 10 CM) TR[NCH UPSLOP[ FROM AND ALONG THE LINE OF POSTS. 2. STAPL[ WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE VERTICAL SPACING VARIES BETWEEN 8' TO 10' NOTE.· INSTALL FIBER ROLL ALONG A LEVEL CONTOUR FIBER ROU. FIBER ROLL 4" MIN. SEE DETAIL ABO VE GRAVEL BAGS OVERLAP ONTO CURB .,,. RUNOFF J Fl (0.9 M) MIN. GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS I,EGENP DESCRIPTION QUANTITY STABIUZED CONSTRUCTION ENTRANCE 1 EA. FIBER ROLL SILT FENCE UNLINED SWALE & BERM UMITS OF CLEARING & GRADING GRAVEL BAGS CATCH BASIN INSERT SLOPE PLANTING / HYDROSEED 1,150 L.F. 1,700 L.F. 1,000 L.F. 500 EA. 12 EA. 2,000 S.F. ■ 8YMBOL ■ ■ ■ [2J ~ C y OF CARLSBAD I SHEETS I 1------+--+---------------+---+--t----t----l Ll!J ENGINEERING DEPARTMENT f5 1---+---+-------------+--+--ir--+----J "AS BUil T" ~~-3-24-0" RCE 4 35 EXP. 9/30/67 DATE REVIEWED BY: --, <OS'A~~ (;~ to D ~ .. !NSPECTOR~ DATE BENCHMARK: DESCRIPTION: BRASS D!SC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) LOCATION: ON EL CAM!NO REAL, 2.63 M!. NLY. FROM LA COSTA AVE. RECORDED: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 DATE !N!TIAL EN G!NEER OF WORK REVISION DESCRIPTION C \04101q\041q914.rlwg ,km 0.3, 2005 '. · 1 t.pm Xrefr: 0499g DATE IN!TIAL DA TE !N!TIAL 011-iER APPROVAL C!TY APPROVAL EROSION CONTROi. Pl.ANS FOH: NORTHPOINT£ TECH C£NT£R LOT 5 APPROVED JY . A, C::: •~ ~i.f LLOYD B. HUBBS /lll,/,,$ c!TY ENGINE 7 TQag EXPIRES 12-31-05 DATE' PROJECT NO. DRAWING NO. PIP 04-06 423-9A 0 :e -(i) \ -- \ \ \ I ' ' \ \ ( SDP 88/8 DL YMPIC fl.ESOEl1 f/,Q,S, g[Jgg INSTALL SIL T FENCE AIIO/JNO PERIMETER OF --._c~rr, ANO AT TOP ' ",i I'' 'I OF OPES (TYP.} ----~r' ' \ I ' ! I , CONC!t£T£ OltcH (, ' I - I I ,, I' ) ~ i ) 1 n-· NOTE!! El£CTRONIC OA TA fll£S AR£ FOR R£FER£NCE CWLY ANO AR£ NOT TO 8£ US£0 FOR HORIZONTAL OR 1£RTlCAL SURV£Y CCWTROL ©2004 O'Day Consultants, Inc. -Cl S/JB[)/ Vt'SION eouNVARY 489:55 08/30/015 * c,v,1. ,,,$;:-~ or a,.1,1~w~ 2710 Loker Avenue WHt Suite 100 Corlebcd, Col!fomlo 9200S 760-931-7700 Fo)(: 760-931-B680 www.odayconsultanh.com Civil En9inH,ring Planning Procosing Surveying DESIGNED BY: A,J.V, DRAWN BY: LB., M.P. PROJECT MGR. -M.N.C. OF WORK: N. CARROLL £X/S71Nt;- LOT.LIN£ DATE: AUGUST 2004 SCALE: 1 • IC 401 JOB NO.: 041099 RCE: 46935 I • " ~UILT" 3-24-0(,,, EXP. 9/30/07 DATE DATE ·:r ·,--i-l I ! (._ ., 1., J I LOT LIN£ LOT !O EXIST!N(; eux;. BENCHMARK: DESCRIPTION: LOCATION: RECORDED: ELEVATION: BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT R1800-288+89 EC) ' ON EL CAMINO REAL 2 63 Ml NLY. FROM LA COSTA AVE. • NORTH COUNTY CONTROL DATA 311.41 ', i.:! LOT 4 FIJTt/RE: 8l.OG. . ✓ TRASH ENCLOSURE (' ,, I •• J • ! DATE INITIAL \+ r ' ' --''··1·•--1 I, , ' . - I ENGINEER OF 'NORK REVISION DESCRIPTION G· \(,41':)9G\C499 15 ." '· ~' 9 .cwg Jcr 03. 2C05 1-':>' >:.-ets: )4997u:I; 0499riap; C499s:r; Q.!..gg;t~4S9utl o499grd, 0499TP; C499site I I I I I I DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL t 10' f 20' 40' 80' SCALE: 1 • = 40' APPROVED dY' Ar<,,..«~ ;:...;,l CITY ENGalER ";l°23889 DWN BY: LLOYD 8. HUBBS ~/~5 EXPIRES 12-31-05ATE PROJECT NO. DRAWING NO. CHKD BY: ll,S4'" RVWD BY: ,Ii£-PIP 04-06 -123-9A 021005 -(J"I 0 --(J"I