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HomeMy WebLinkAboutDWG 404-3; PIP 02-03; CARLSBAD OFFICE PARK; 01-04CENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REV I SE THESE PLANS WHEN NON-CONFORMANCE IS DI $COVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ""A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVIS I ON OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING • SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF, (A} SUMMARY SHEET, {BJ LABORATORY WORK SHEETS AND {CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($} SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT/ON MEETING SHAlL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634/ AT LEAST FIVE/5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760/ 438-3891. /NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M. ON THE DAY BEFORE THE INSPECT I ON IS NEEDED. INSPECTIONS WI LL BE M4DE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2,00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOP!NG OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'} OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL l'SHED BY THE CONSTRUCT/ON SAFETY ORDERS Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE 1/H<AEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATION$ CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7,00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.} IB. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. /9. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUT /ONARY MEASURE$ TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATION$ ARE IN CONFLICT WI TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOT I FY AFFECTED UT I LI TY COMPANIES ( SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING COI/STRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGllE PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD/STREETS AND STORM DRAIN} *CARLSBAD MUNICIPAL WATER DISTRICT/WATER, SEWER, RECYCLED WATER} *SAN DIEGUITO WATER DISTRICT *LEUCADIA COUNTY WATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SANITATION DISTRICT BASIS OF BEARINGS * AS APPROPRIATE 1-800-422-4/33 (760/438-6200 (760/489-344/ (760/438-5241 (760/438-2980 I 760 J 438-2 722 ( 760/ 753-1145 I 760/ 753-0155 ( 760/ 744-0460 I 760 I 753-6466 ( 760/565-5657 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CORTE DEL NOGAL SHOWN AS N32"04'22"E ON MAP NO. 10062 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SEWER NOTES /. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE '"CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", LATEST EDITION, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST EDITION {GREEN BOOK}. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SH/J,LL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCT I ON BEG I NS IN ANY PUBLIC RIGHT OF WAY, A CI TY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. 760-438-389// WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES AND REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MA/IVS -CARLSBAD MUNICIPAL WATER DISTRICT, .. -OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA IVOT/FICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT 760-438-389/. 5. THE CONTRACTOR SHALL NOT I FY THE CI TY OF CARLSBAD ENG I NEER I NG DEPARTMENT 48 HOURS PR I OR TO START I NG WORK SO THAT INSPECT I ON MAY BE PROVIDED -TELEPHONE, 760-438-3891. 6. NO TREES OR STRUCTURE$ SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENENCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FI RE LI NE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BU I LD I NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER /993 OR AS AMENDED. 10. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS SHALL BE 518" {UNLESS OTHERWISE NOTED ON PLANS/. 11. ALL WATER METER BOXES SHALL BE ARMORCAST. 12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 13. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. BENCH MARK THE ELEVATIONS ARE BASED ON CARLSBAD CITY BENCHMARK NO. CLSB-066 BEING DESCRIBED AS FOLLOWS, FD WELL MONUMENT IN CENTER OF BULB CUL-DE-SAC AT EAST END OF OWENS AVE. ELEVz275. 076 (NGVD 29/ PROJECT LOCATION TH/$ PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($} 21306/2500 CALIFORNIA COORDINATE INDEX {NAD 83/ NORTHING 1,988,000 EASTING 6,246,000 INDEX MAP 6" SEWER LATERAL (TYP.) 8" PVC (CL-200) WATER MAIN i I I I I i i V CORTE DEL NOGAL EXISTING STREET, SEWER, WATER AND STORM DRAIN IMPROVEMENTS PER CITY OF CARLSBAD DWG NO. 208-2 GRAPHIC SCALE 100 0 50 100 200 □I-.:•:.-.::•.. .l~•li. ••• 1c::::::======= ( IN FEET ) 1 inch = 100 ft. 400 I 20' WATER , , EASEMENT VICINlTY SHEET INDEX 1 . TITLE SHEET 2. PUBLIC SEWER PL.AN AND PROFILE SHEET 3. WATER PLAN ANO PROFILE SHEET 4. WATER PLAN AND PROFILE SHEET MAP WORK TO BE DONE THE IMPROVEMENT WORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUN IC I PAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON {GREEN BOOK}. 5. SOILS REPORT AND RECOIMENDATIONS BY NORCAL ENGINE;RING DATED 4✓2512002 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. PIP 02-03 DATED I //12/2QQ2 8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPfCIFICATIONS FOR CONSTRUCT/ON OF POTABLE WATER AND RECLAIMED WATER SYSTEMS. 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR CONSTRUCT/ON OF SEWER SYSTEMS. 10. STANDARD URBAN STORMI/ATER MANAGEMENT PLAN {SUSMP) DESCRIPTION PROPOSED WATER PROPOSED SEWER BOUNDARY DENOTES EXISTING ANGLE POINT PROPOSED SEWER MANHOLES PROPOSED 6" SEWER LATERALS LEGEND STD.DWG. SYMBOL ----•---- C.M.W.D S5 ----•---- QUANTITY 1385 LF 283 LF C.M.W.D S1 • S7 C.M.W.D W4 • W15 " W16 ( ) t PT -----0--3 EA • ----,---<e-------® 5 EA ---•---0---~ 5 EA t::,_ ~ 6 EA CITY or OCEANSIOE PROPOSED 2" WATER SERVICE PROPOSED THRUST BLOCKS PROPOSED 8-INCH ,GATE VAf..VES PROPOSED 6-INCH GATE VAf..VES PROPOSED DETECTOR CHECK VALVES PROPOSED FtRE HYDRANTS PROPOSED 1" AIR RELEASE VAf..VE PROPOSED 2" BLOW-OFF ASSEMBLY PROPOSED 2" IRRIGATION SERVICE " W16 ~ 5EA 1-&.;------Ciii+-liii,;J-(t) 5 EA LEGAL DESCRIPTION HIGHW•W 7B PACIFIC OCEAN A PORTION OF LOTS I AND 4 OF CITY OF CARLSBAD TRACT 80-34 ACCORDING TO MAP THEREOF NO. 10062 FILE NO. 81-115130 O.R. ALSO BEING A PORTION OF PARCEL 'B' OF CERTIFICATE OF COMPLIANCE FILE NO. 86-136023 O.R. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. ALSO BEING PARCEL 'B' OF THAT CERTAIN BOUNDARY ADJUSTMENT PLAT OF THE CITY OF CARLSBAD, FILE NO. /994-0150371 O.R. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD OBSERVATION METHODS GATHERED ON FEBRUARY 26, 2002 BY SCOTT ESTEP PL$ 7066 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DES I GN OF THE PROJECT AS DEF I NED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN!$ CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, DANJON ENGINEERING ADDRESS, 895 E YORBA LINDA BL VD SU I TE 202 CITY, STATE, PLACENTIA, CA 92870 TELEPHONE, 714-572-6800 EXP I RAT ION DA TE, 3-3 I -04 NGINEERING. INC. 895 E. Yorba Linda Blvd., Ste 202 ""-""':::cJ Placentia, CA 92870 (714)572-6800 FAX(714 )572-6850 ., . ~ .,._s !'! ~~ " ... it .., NO. 42915 EXP. 3-31-0 CARLSBAD MUNICIPAL WATER DISTRICT ROBERTJ.WOJCIK DEPUTY CITY ENGINEER R.C.E. 33698 J. -.,; I -o-tt:J _, EXP-',)!/30/06 DATE L, •--CORTE Dl!L NQGAL NOT TO SCALE ~~1 l I r TRENCH RESURFACING PROPOSED SIDEWAf..K PROPOSED PEDESTRIAN RAMP (TYPE -A) " W22 " W12 • W5 " W6 • W4 SDRSD G-24 SDRSD G-7 SDRSD G-27 !-&...;_-Ji 4 EA •--•-AV 1 EA - BO 1 EA ---~~1EA 35 LF 3352 SF 98 SF CITY Of" ENCINITAS .I A. V. A I RIVA'cUUM VALVE Al-!WA AMERICAN WATER WORKS ASSOCIATION A. C. ASPHALT CONCRETE B.C. BEGINNING OF CURVE B. V. BUTTERFLY VAL VE B.O. BLOWOFF ASSEMBLY C.F. CURB FACE 1£ CENTER L /NE CLR. CLEI\R DI STANCE CML ll C CEMENT MORTAR LI NED AND GOA TED CML ll P CEMENT MORTAR LINED AND PAINTED COMP. COMPRESSION CL CLASS CONG. CONCRETE DIA. DIAMETER D. I. P. DUCTILE IRON PIPE DI ST. DISTRICT DR. DRIVE E. C. END OF CURVE ELEV. ELEVATION ABBREVIATIONS EX. EX I ST I NG E.W. EACH WAY F.G. FINISH GRADE FLEX FLEXIBLE FLG. FLANGE F.S. FINISH SURFACE GALV. GALVANIZED G.E. GROOVED END HORIZ. HORIZONTAL INT. INTERSECT ION /NV. INVERT L LENGTH L .F. LINEAL FEET MIN. MINIMUM MAX. MAXIMUM NO. NUMBER N. T.S. NOT TO SCALE o.c. ON CENTER P.E. PLAIN END P. J. PUSH JOINT R RADIUS RED. REQ'D RCP RWV s S.D. SHT. ST. STA. STD$. STL. SQ. TC TYP. VERT. w W.L. WI WT. WW#B REDUCING REQUIRED REINFORCED CONCRETE PIPE RES I LI ENT WEDGE GATE VAL VE SLOPE STORM DRAIN SHEET STREET STATION STANDARDS STEEL SQUARE TOP OF CURB TYPICAL VERTICAL DOMESTIC WATER WATER LINE WITH WEIGHT WATER WORKS DISTRICT NO. 8 UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BU IL T" /If 'A NO. OF/ F.H.s ( 4) F.FLOW 750 G.P.M. OUT aF_2_F.H.(S). BLDG/SPRINKLED (YES) ..• F.FLaWJ.500...G.P.M. i:2.,...,--.., /)f ""'-1s 3 f4r, z,..,,3 FlREMA!tSHAL t DATE l---+---+------------+---+--+-----t-----11 SH1EET I y OF CARLSBAD !;I SHEETS I ENGINEERING DEPARTMENT i 4 ;:===-===========-==~ DATE DA TE INlllAL DA TE INITIAL ENGINEER REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD OFFICE PARK AP?R. o-== VED LLOYD B. HUBBS y ~b~W~ CITY ENGIN~ PE 2 ~ EXPIR 1-Jo~e,J 5 DATE DRAWING NO. 404-3 i ;1 :j 11 ii ! ii :1 I I I I 1 I I I I I I I ; . . i ' .,..,, ---~ ----· --=:~~-J=~;-~f ·:~{~=~~~:~ -:--:,:.:.~-=---1 •• ~. ::..:. --- :.: ::.::::':.. ·-t · :-·.::1-·-:: -__ -;:-·:_:_~:::~7~ ._:'<. --:~._:-~ " ----------'-·----·--- .:.~\ -. .::.:-~ -____ ... ::.. """-=• -"".'- ~~ =·------: "" i.~~~i(':,= N,~,.,, . -, """",__ ___ ,----- -. -. - Wi!:R:te~~i~ ~-; -~, ~ .. ,. __ .:~f,_::'-F;,,~ 1+00 0+00 CORTE DEL NOGAL 39+87.93 CAMINO VIDA ROBLE •cc ............. -·)) I '; 7' CONST -- ..I ,c CJ 0 z ..I w Q w l-a: 0 0 ' ' SIDEWALK SDRSD PER G-7 l EXISTING STREET, SEWER, WATER AND STORM DRAIN IMPROVEMENTS PER 208-2 CITY OF CARLSBAD DWG. NO. I I h I I I CONST SIDEWALK SDRSD I ~1-5· \ ,, f'--l. L CJ z ;, e= C/1 X w PER G-7 .. ... ,. ~ 0 _J m :::) o_ ~ £l:'. w ~ U) 0 > o_ ' ro s ! 2+00 RAMP G-27 3+00 ' 5' / CONST PED PER SDRSD TYPE 'A' ------------ ---------~ .. CAMINO VIDA ROBLE ,-------- / I 5'-UTILITY-EASEMENT TO OF CARLSBAD PER DOC. _____ _ CITY I I I I I I I I I I I I I ,-: U) z N 0 0 """ 8 w _J 0 .., :r: U) <D z + ~ - REC. PR 02-100 (/) _ _j l ! I I 201.70 INV BLDG D FF=208.5 j :,:--rt -----·-~---•-'•-··-·····--··•4"-'t'.,-"9"( L1 7 f-~ I w ~es I CL ..-et:"" esa O Ii:=~ >-<( :s: I 2' N :s: 0 •. . 0 l·oo . Uo ooowo::: Nl-~~0..1 L2 2+00 199.5 INV 0 C/1 ' N I I P-rl---~--~ • I I ~ - BLDG B FF=210.0 --- s 1 l I }--.. -- Z.'.1("' J BLDG E FF=209.3 \ s BLDG A FF=213.0 T 4+00 ----- 20' WATER TO CMWD EASEMENT PER DOC. _____ _ REC. -c--,-c--,----- PR 02-101 _J <( 0:: ~ w U) lO ,-._ ' c-i ro a, 0 +z "' w • £l:'. f-w (/) f-6 ::i ,-: U) z 0"' 0 """ 0 ] I I I I •-._~----1 I I I I I I '@) I I I I I I I I I \ I I ----·---" ---•-- t ' 1 tl ~ I Ii '· ' ' 1- ~ l ~ I Ii " ~ " ' 1, i ,: 1 ' I l 1;, ~ I £ ,: I --. I ½ 20' WATER EASE:m1 1) TO CMWD PER DOC. P3. D/$~1:v, REC. Z. -,o -0:,, PR 02-101 * LENGTHS SHOWN ARE FROM (j,_ OF MH'S. • O',j> 1t, <" .., ""' '" NO. 42915 " " P. 3-31-04 * PUBLIC PLAN SEWER DATA LINE *LENGTH BEARING REMARKS L1 63.00 N57'55'38''W 8" PVC, C-900 L2 225.25 N57"55'38"W 8" PVC, SDR-35 '~=i'"'· , ·':t :; .. .=,.,i:-::=S:··· ·===±==~== ----·--· :t:::.·~· ::;::ccc;:c:=:::::-(-~ ·7_:.,: ~~t~~:f __ _ ---:t:·_;-_f·-: ,~----.- ..---:i-- l __ ,:;::;:::-~r--:~~-~<0~•1-. _____ ,_ :: .. ·· ··--+ cc:,=:+==:=:·, -c·-~-:~=--~r:r~ ~ ~~-,--_-----~_ " ::.:.-~-,---:-_-_1·.~·.:-:J· ---~-----, __ -----,------------ GRAPHIC SCALE 40 0 20 40 80 160 PY? 1_1 ! ! ( IN FEET ) 1 inch = 40 ft. "AS BUILT" lo-8'--o4 DATE 9 I ~-:_::::,__---'---::-:---'----~----1f---t---+------'-------+--l----!---+---II SH2EET I CITY OF CARLSBAD -~ ' -ANJON ENGINEERING DEPARTMENT ~ ~IMP=R=O=VE=-=M=EN=T=P=LAN=S=F=O=~=======:===~ D. NGINEERING. INC. 895 E. Yorba Linda Blvd., Ste 202 Placentia, CA 92870 (714)572-6800 FAX(714)572-6850 .f Z -.Jo-oz SCHREDER R.C.E. #42915 DATE DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CARLSBAD OFFICE PARK DATE INlllAL CITY APPROVAL OWN SY: CHKD BY: RVWD BY: PROJECT NO. PIP 02-03 ,. ,,,, -.. :s DATE DRA'MNG NO. 404-3 I I I I I I I I I I I I I I I I I I I I I I I I I I I -· I ll1il ~ 1>( ~- -~=-__::.~-=~-i~ - ::;:_--~·-i"' --·-.. ..:,:--_·_ ""' •-~ " '-~ l .< """" ------i - . ::~.:,1.:.-·:-:;,_ ····'---:---+ .. c~~!I ~jcc75 """,:~·-..:L-~; :::t. ·"··-··".--+- l:-_: ~~~-= ; h-~ -~ t ::~:~1 (': " a"" ••J• -·--,-----, -1:_·: ;•:k- CONST SIDEWALK PER SDRSD G-7 WATER LINE B SEE SHEET 4 0+00 CORTE DEL NOGAL = 39+87.93 CAMINO VIDA ROBLE CONST PEDESTRIAN RAMP (TYPE A) PER SDRSD G-27 1 I I " I ' I I I I 1 I I " I 0 ee 4 ' I I I ----_-·1-··. ;___,·,;,:_-_;r..;:-;,; ,j -:,;_" ··-,&. --'";'. _ ) ·-_ !··--·e . ,.-:..... :l::... r,-•-,'~ .1-_·_z --t- --;---j:_:-1_ ' f " I & T.8. I i I I I I ., ' I I I I I I I I I I I I I I 2" WATER l ' (PJxPJ) & !T.B. '\ I 7+60.22 INSTALL F.H. l ~' ,. ' ---,,--/---l"---;•-.,-.-+---• -----jf---.- i I I I I I fjl: LI~----+o"',l;,4--:/.~""""'_2-_·_·_~_PP_·~_D_EVl_,::,,,,_-_c_E_0_;,_._·~_~-~kb~ \\ '. ! ; ! : . I I I I I I I I I f---© ( I I I I I \ " - ---, , 9+23.90 CONST. WATER SERVIC BLDG D FF=208.5 9+99.52 45· BEND (PJxPJ) & T.B. s 10+35.86 INSTALL .H. CONST SIDEWALK PER SDRSD G-7 J • 7+33.44 CONST. 8"x8"x6"(PJxPJxFL) TEE, 1 -6" (FlxPJ) G. V. & 'Y-13. I L . .1,~\ lt',· 7+00 • L9 - - - - " RPP DEVICE ! BLDG E , FF=209.3 l ~ ; ' ,. i t i 8+49.81 =2+97.86 Lili , CONST. 8"x 8"x 8" ! l (FLxFLxPJ) TEE W/ 21 .,.,,p .V.s (FlxPJ) & T.B. i BLDG B FF=210.0 ~ l 0+80.44 CONST. _J _____ 1 O'F 43~ .~A_TE_R_S_ERV1CE I CONST. 8"x8"x6"(PJxPJ.xFL) TEE, 1-6" (FLxPJ G.V.) & T; 1 +44.50 CONST. 2" SECTION A-A SECTION 8-li!I I I PROPOSED __{\: 1 8" RCP Vt PROPOSED EASEMENT ---l 1 o· 10' 10' I-- Ir I I I L I 0 I I FINISHED SURFACE PROPOSED 8" WATER PROPOSED EASEMENT PROPOSED 8" SEWER I I PROPOSED__/\: 18" RCP V1 I PROPOSED EASEMENT 7 1 o' 1 o' 1 o' I-- I FINISHED SURFACE I PROPOSED I B" WATER I L PROPOSED EASEMENT I 0 I PROPOSED 8" SEWER I ...c.::· -+----------,~ -. -,--- 6+ 70. 73 CONST. 11.25" BEND COUPLING (ROTATE AS NEEDED) )Al.:.," ~:/--: . ~ w_S;, ,( --{: _--_f: '.": --, ··-,-____ ,,,. \ ~.--,,.,,-.--~. PJxPJ DEFLECTION & T.B. Ll.=8° 17'39" .At'ES~f~~ _'"_~~~if t!'b __ ,_ . _ -~~;~:-=_:"4~t~::- 7 ~.;.,;~ ... ,~--"'='·=--.:..-... --~·""'"~--==:a,•ia.i-=•---- ----- ----- -- I +69.07 NSTALL F.i' I I ' •! 3+64. I I I I I I I I I I I I i i I I I ! i ' i 2" RPP DEVICE ; ' l i i 4+00 CONST. 1" AIR-VAC VALVE CONST! 8J x8"x6"(PJxPJxFL) TEE, 1-6" tF 'PJ) G.V. & T.B. WATER LINE A THIS PROJECT IS APPROVED UPON THE EXPRESSED CONDITION THAT BUILDING PERMITS WILL NOT BE ISSUED FOR DEVELOPMENT OF SUBJECT PROPERlY UNLESS THE WATER DISTRICT SERVICING THE DEVELOPMENT DETERMINES THAT ADEQUATE WATER SERVICE AND SEWER FACILITIES ARE AVAILABLE AT THE TIME OF APPLICATION FOR SUCH WATER SERVICE AND SEWER PERMITS ANO WILL CONTINUE TO BE AVAILABLE UNTIL TIME OF OCCUPANCY. I I l SEE PROFILE ABOVE L2 --. J!·++---==--➔ --I~-! 2+49.41 , :45· BEND PJxPJ) &i T.B. L<,>_:::::,;,.'--""".>,jo"··. -----' s I I I -~oco'--5-4,./-,10~0-' END SIDEWALK -+-------+----r- TRENCH RESURFACING REQUIRED PER SDRSD G-24 1YPE A " ----~----·" (.,J OJ ANJON NGINEERING, INC. 895 E. Yorba Linda Blvd., Ste 202 Placentia, CA 92870 (714)572-6800 FAX(714)572-6850 ... SCHREDER R.C.E. #42915 DATE . sc ~ NO. 42915 EXP. 3-31- '"' 0 I --"' ENGINEER OF WORK GRAPHIC SCALE 20 '"' so I I i ( IN FEET } l inch= 40 fl REVISION DESCRIPTION ISO I DATE INITIAL OTHER APPROVAL DATE = .f~t=:=r~=--~-__ _ ~t~~ -____ ,,_ --·----· E'=t:==f' ---~-o-----. - -u~ ~;t~~~: i~i~~:r.=?i-_~":"fj ~---" ----.::t-·=-t--=-:-: 1:-_-=f:· ·=---t -"'.__ -- ·:.:::.;;::::~--=..::,·_::,_::r1..,,.,. ·:c:~ -=--.r:~_J_ ~---,<~;=.--:· _ __,~_:::.:3~---·- -1-·--r-· _, -~ -,---1 ---•--"-' •~•-•= "" ••~••• .am•-•-•w-r•-•= • \ \ : -~-1--:::: . _·::::t: _--~:, ;0 / 20' WATER EASEMENT TO CMWD PER DOC 03-t>l'fi3c>7ek REC. Z:-lt> -<>!> PR 02-101 30' PUBLIC UTILllY EASEMENT TO OF CARLSBAD PER -g- DOC. o3-aJS3i:> REC. Z-10-0'3 PR. 02-98 5' UTILllY EASEMENT TO OF CARLSBAD PER DOC <'2 3 -<!>/$';,c '7s REC. t.-io-&>'f PR 02-100 CITY l 0 5' SIDEWALK EASEMENT TO CllY / D _ _. OF CARLSBAD PER 'l=:f__ ,_,,... \ l DOC. 03 ~ .5>/~~ -,· INITIAL REC. 2--tD -Ot.{ PR. 02-99 \ -~ ~----jr'~) WATER LINE TABLE LINE LENGTH L1 93.00 L2 56.41 Ll 26.48 L4 88.18 L5 22.62 L6 107.88 L7 4 .60 LB 149. 18 L9 68.93 L10 15.56 L11 94.59 L12 149. 71 L13 24.04 L14 126.82 L15 14.64 L16 13.92 BEARING N57"55'38"W N32"04'22"E N12"55'38"W N46"40'38"W N43'19'22"E N46'40'38"W N85"22'01 "E N40"22'01 "E N32"04'22"E N12'55'38"W N57"55'38"W N57"55'38"W N77"04'22"E N32"04'22"E N57'55'38"W N57"55'38"W REMARKS 8" PVC CL200 a· PVC CL200 a· PVC CL200 8" PVC CL200 6" 8" 8" 8" 8" PVC CL200 PVC Cl200 PVC CL200 PVC CL200 PVC CL200 PVC CL200 PVC CL200 PVC CL200 CL200 C 00 CL200 CL200 "AS BUILT" DATE 1w{ril/.1Ao-l. DATE I SH3ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~ETS I IMPROVEMENT PLANS FOR: CARLSBAD OFFICE PARK APPROVED LLOYD 8. HUBBS l"o~ 4-6 ,~ J.,V;fs"-fh PE2 89 EXPIRES 12 31 L • '3t> .,,.:3 05 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: PIP 02-03 404-3 f : ·a, !lli oii ' ---- ~::;: .. f·,:=~ .. ;, ·:~~:·. :f _i:· :f a;::__ :::f -••-/•-a ••--•• :I~~f~~~tf ~~·.?~~ .~ ~ l ~~~- T ~) ' , I ! ' . I I , f .1 END SIDEWALK I I I 1 +64.27 C NST. 8"x8" ""x6" (PJxPJxFLxFL) CROSS .:Ji/ 2-6" -G.V.s (FlxPJ) & T.B.s TRENCH RESURFACING REQUIR D PER SD G-24 (TYPE A) D WATER LINE B SEE PROFILE ABOVE EXISTING STREET, SEWER, STORM DRAIN IMPROVEMENTS CITY OF CARLBAD DWG. NO. WATER AND PER 208-2 I , H , 1 I r I ' I °" I Lui I I ~i C/JI ;: "' O· ' ~ ' I t,I :z:1 _, t;;:i i:5' " , ----- WATER I ID N r--+ 1· !I \', BLDO C FF=2~.3 8" PVC C-900 CL-200 WATER A D 2+74.65 C NST. 2" WATER SERVICE 1+70.86 CONST. F.H. BLDG D FF=208.5 EXISTING cs • • (0 + 0 0 \ I I I • I L D i s -_,.;_: ~-w:;~ ,., . ',-'_"'. ,--;:.,,;, E---;: ·-· 7+00 -•t-------J • 2+97.86= LINE A BLDG E FF=209.3 8+49 81 BLDG B FF=210.0 -"---- 11 +00 w ---- -- as w ---------·" BLDG A FF=213.0 /1 I, , r ! i ! ,,, I' r' ii 'I 11· ,' i' I' • I I I ., 1 ' ' I J ] I J j I ' I i I I i I ' I { , :1 ' I l '1 I i .I ! l i I ' I o I I ' THIS PROJECT IS APPROVED UPON THE EXPRESSED CONDITION THAT BUILDING PERMITS WILL NOT BE ISSUED FOR DEVELOPMENT OF SUBJECT PROPERTY UNLESS THE WATER DISTRICT SERVICING THE DEVELOPMENT DETERMINES THAT ADEQUATE WATER SERVICE AND SEWER FACILITIES ARE AVAiLABLE AT THE TIME OF APPLICATION FOR SUCH WATER SERVICE AND SEWER PERMITS AND Will CONTINUE TO BE AVAILABLE UNTIL TIME OF OCCUPANCY. C, 1/ / '! ' I' '' )i • I , ) I j ' WATER LINE A SEE SHEET 3 --~,' ! w++-----'<" If/ I I I I ' I END SIDEWALK _________ , --------, .... ----~ --------1--- --------//, ---------\; -----j-----,, J ' ANJON NGINEERING, INC. 895 E. Yorba Linda Blvd., Ste 202 Placentia, CA 92870 (714)572-6800 FAX(714 )572-6850 D. SCHREDER R.C.E. #42915 DATE DATE ENGINEER OF WORK GRAPHIC SCALE 4-0 0 20 4-0 80 I c-----'. I I ( IN FEET ) I inch = 40 ft. DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL 160 I DATE INITIAL CITY APPROVAL EASEMENT LEGEND 0 20' EASEMENT TO THE CARLSBAD MUNICIPAL WATER DISTRICT FOR WATER PURPOSES PR 02-101 WATER LINE TABLE LINE LENGTH BEARING REMARKS L1 112.00 N 8" PVC, L2 64.27 N 8" STL, 10 GA L3 9.73 N57'"55'38"W 6" PVC, L4 9.73 N57'"55'38"W 6" PVC, "AS BUILT" DATE INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~ETS I IMPROVEMENT PLANS FOR: CARLSBAD OFFICE PARK APPROVED LLOYD B. HUBBS ~,.,d .,:.d--.c6.......,,.::,~~:#.,z....,. . .Jt.t4/4=!i2:;i:;.q·«~ .. ~ ... ·<(.._ _____ L .31.,, • .., 3 cnY ENGINEtR PE23iss EXPIRES 12 31 05 DATE OWN BY: PROJECT NO. DRAWING NO. ~~~ ~~~ PIP 02-03 404-3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ·1 I .07