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HomeMy WebLinkAboutDWG 433-1; PD 05-09; STEWARD RESIDENCE ADAMS ST; 01-02GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE"10USLY 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 LIS/ED HEREON AS THEY MAY PERTAIN 10 THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE"1SE 11-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGJNEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSffiUCTION. ALL PLAN REVISIONS SHALL BE PROMP7l Y SUBMIT/ED 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 CERTIFICA 1E OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMIT/EE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE Pat.ICY MUST HAVE A RATING OF 'A" AND A SIZE- CA/EGORY OF CLASS VAS ESTABLISHED BY 'BE~J~• KEY RATING GUIDE. ·- 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA 1E AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSffiUC/ED PRIOR TO THE DEADLINE DA 1E OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRIT/EN APPROVAL OF THE CITY ENGINEER, NO/ED WITHIN THE REVISION BLOCK, ON THE APPROPRJA 1E SHEET OF THE PLANS AND Till£ 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 S//E AT ALL TIMES DURING CONSffiUCTION. 11. WHERE ffiENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMIT/ED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMIT/ED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD 1ESTS. THE WRIT/EN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIA 1EL Y SUBMIT/ED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD /ESTS. 12. A PRfCONSTRUCTION MffllNG SHAI L BE Hf/ o AT THE Sl1E PR/OR TO THE BEGINNING OF WORK AND SHALL BE AT/ENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSffiUCTION, INSPECTION, SUPERVISION,. /ESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(760-4JB-J891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSffiUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSffiUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (7601 438:-3891. INSPECTION REQUESTS MUST BE RECEIVED PR/ORTO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF/ER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA /ER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONffiACTOR SHALL DESIGN, CONSffiUCT AND MAINTAJN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA/E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONffiACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PRO/ECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH mENCH OR mENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL ffiENCHES 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 SYS/EM STANDARDS ESTARI ISHED RY THE CONSTRUCTION SAFETY ORDERS Jill£ a CALIFORNIA ADMIN/SffiA TIVE CODE. THE PLAN SHALL BE PREPARED BY A REGIS/ERED ENGINEER AT THE CONffiACTORS 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, OPERA DONS It'll CEASE IMMFDIA TEI Y: AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT/EE HAS RECEIVED WRIT/EN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUC/ED ON THE S//E OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF ffiUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A /ED GRADING EQUIPMENT SHALL Bf LIM/ /ED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUC/ED ON WEEKENDS OR HOLJDA YS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUN1ER.) 18. ALL OFF-S1/E HAUL ROU/ES SHALL BE SUBMIT/ED 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 smEETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE [XIS/ENCE AND LOCATION OF UTILITY smucTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AT/ENT/ON IS CALLED TO THE POSSIBLE EXJS1ENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONffiACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO/ECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR smucTURES NOT SHOWN. 21. THE CONTRACTOR SHALL vf:RIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT S//E SUFFICIEN7l Y AH[AD OF THE CONSffiUCTION TO PERMIT THE REVISIONS OF THE CONSffiUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONffiACTOR SHALL NOTIFY AFFEC/ED UTILITY COMPANIES (SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDJNA 1E WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&f PACIFIC BELL ADELPHIA CABLEVISION CITY OF CARLSBAD(SffiEETS AND STORM DRAIN) 'CITY OF CARLSBAD(SEWER,WA/ER &-RECLAIMED WA/ER) 'SAN DIEGUITO WA /ER D/SffilCT 'LEUCADIA COUNTY WA/ER D/Sffi/CT ' VALLECITOS WA /ER D/Sffi/CT 'OLlvf:NHAIN WATER D/Sffi/CT ' BUENA SAN/TA TION DISffilCT • AS APPROPRIA 1E 1-800-422-4133 (760) 438-6200 (760) 489-3441 [760)931-7000 (160~602-2720 [760 4J8-J367 (760 753-1145 (760i75J-0155 (760 744-0460 [760 753-6466 (760 565-5657 STREET NOTES 1. ACTUAL smuCTURAL SECTIONS WILL BE DE/ERMINED AF/ER "R" VALUE /ESTS HA VE BEEN CONDUC/ED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R' VALUE /ESTS AND THE ENGINEERED smuCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. smEET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 'AS-BUILT' PLANS. NO DIRECT BURIAL smEET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE ·cur orr· TYPE. J. ALL UNDERGROUND UTILITIES AND LA /ERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE/E PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVA1E STORM DRAIN PIPES, UP TO 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4' ROCK PER SDRSD S-4 TYPE "C' AND PIPE MEETS ASIM STANDARD 3034 FOR SOR J5 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOvf:D WITHIN TWENTY FEET OF BUILDING OR smEET AREAS AND REPLACED W/TH PROPERLY COMPAC/ED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRE/E OR REMOvf:D AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till£ 24, CALIFORNIA ADMINISffiA TIVE CODE. 7. smEET mEES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE smEET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURvf:Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUA/ED, AND DOCUMEN1ED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPUR/ENANCES SHALL BE CONSffiUC/ED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WA 1ER DISTRICT'S SEWER SYS/EM -DESIGN CRI/ERJA. STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSffiUCTION, LA /EST EDITION (GREEN BOOK). 2. THE CONffiACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSffi/AL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA 1E CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE D/Sffi/CT'S EXISTING SYS/EM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISffilCT'S ENGINEER AND SUPERIN/ENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONffiACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSffiUCTION. (1ELEPHONE NO. [760} 4J8-J891) CARLSBAD MUNICIPAL WATER DISTRICT 1. WA /ER MAIN AND APPUR/ENANCES SHALL BE CONSTRUC/ED INACCORDANCE WITH THE CARLSBAD MUNICIPAL WA /ER D/Sffi/CT'S WA /ER SYS1EM DESIGN GUIDE, SPECIFICATIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATIONS BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSmuc TIONS SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL Bf OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATION'S PUBLIC WORKS MANAGER. 4. A PRECONSffiUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSffiUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT -/ELEPHONE No. (760) 4J8-J891, FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSP[CTION 0£PAl?TI.IENT 48 HOUl?S Pl?IOR TO STARTING WOl?K SO THAT INSPECTION MAY BE APPROVED -/ELEPHONE No. (760) 4J8-J891. 6. NO mEES OR smuCTURES SHALL BE ALLOWED IN THE WA /ER UN[ EASEMENT. ALL EXISTING mEES AND smucTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRIT/EN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PRO/EC/ED BY MEANS OF CATHODIC PRO/ECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS /EST REPORT AND DEMONSffiA 1ES THAT PRO/ECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER WILL CONSIDER AN AL 1ERNA 1E FORM OF PRO/ECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA /ERJALS OF THE FIRE LINE LOCA /ED BET\tfEN THE DE1ECTOR CHECK VAL VE AND BUILDING SHALL BE DE/ERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WA /ER MAINS AND APPUR/ENANCES SHALL BE CONSffiUC/ED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSffiUCTION OF RECLAIMED WA /ER MAINS -CARLSBAD MUNICIPAL WA /ER DISffilCT." OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WA /ER AND RECYCLED WA /ER SERVICES SHALL BE 1• AND ALL ME/ERS SHALL BE 5/8" (UNLESS OTHERWISE NO/ED ON PLANS). 11. ALL WATER ME/ER BOXES SHALL BE 1 i x JO' x 12" POLYMER CONCRE/E AS MANUFACTURED BY ARMOCAST OR EQUAL. 12. MINIMUM SPACING BETWEEN POTABLE WA/ER LA/ERALS AND SEWER SERVICES SHALL BE 10 FEET. 13. THE TOP OF WA /ER ME/ER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSffiUCTION OF WA /ER MAINS AND RECYl.CED WA /ER MAINS SHALL ADHERE TO THE "CRJ/ERIA FOR THE SEPERA TION OF WA /ER MAINS AND SANITARY SEWER' PUBLISHED BY THE STA/E OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. PROPOSED EXIST. R/W R/W PAVEMENT TRANSJnON TO EXISTING PAVEMENT SECTION. 30.00' 25.00' I -VARIES ~ 12.00' TRAmc LANE 2/1 -- MIN. 4' MIN. A.C 01/ER 8' CLASS II A.B. J0.00' 25.00' -,w r 5.00' BIKE LANE 2X ~ <>: "' ~ '-l ,-3' MIN _,.. 5' R/w DEDICATION ..c--PER PLAN ll I) / PEDESTRIAN PRO/ECTl>f RAIL --GUARDRAIL PER SDRSD I.I-JO INSTALL AT BACK Of SIDEWALK. \ WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE Fat.LOWING DOCUMENTS, CURRENT AT THE TIME OF CONSffiUCTION, AS DIREC/ED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO.: N.A. 5. 6. 7. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY VJNJE AND MIDDLETON ENGINEERING INC. DA /ED AUGUST 10 1998, AND UPDA /ED JUNE 14, 2006. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. ( PER '/?' VALUE TEST, SEE STREET NOif 1, SHEET 1} U / CMU RETAINING WALL PER If GRADING PLAN D >11, No. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS# 6-04-161 DA /ED JANUARY 12, 2006. TYPICAL SECTION ADAMS STREET ~ STATION 34+72.12 TO 35 + 45.62 "DECLARATION OF RESPONSIBLE CHARGE" J HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSJS/ENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SOWARDS &-BROWN ENGINEERING, INC. ADDRESS: 2187 NEWCASllE A VENUE SUITE 103 CITY, STA1E: CARDIF[-flY-THE-SFA CAI/FORNIA 92007 1EL::: 3; ~6-8~ 0 Br: ~-. Z;&rer -.. .... e ANDY R. BROWN R.C.E. NO.: 36190 REGISffiA TION EXP/RATION DA 1E: 6/J0/08 CJVJ_~ F CALI~ N. r.s CITY OF OCEANSIDE HIGHWAY 7B CITY OF VISTA VICINITY MAP N.T.S EARTHWORK QUANTITIES cu~---~'o"--_cy FILL: 110 CY IMPORT: W CY SHEET INDEX 1 TITLE, NOTES AND DETAILS 2 IMPROVEMENT PLAN 9. THE CARLSBAD MUNICIPAL WA /ER D/Sffi/CT'S STANDARDS AND SPECIF/CATIONS FOR WA /ER, SEWER AND RECLAIMED WA /ER. 10. STORM WA /ER MANAGEMENT PLAN (S. W.M.P.) PREPARED BY SOWARDS &-BROWN ENG. INC. DA /ED MARCH 27, 2006. 11. PEDESffilAN GUARDRAIL TO BE APPROVED BY THE CITY OF CARLSBAD. DESCRIP'tfON SUBDIVISION BOUNDARY LOT LJNE SAflCUT DA YLJGHT LOT NUMBER EX/SllNG CONTOURS PROPOSED CONTOURS EX/SllNG EDGE OF PAVEMENT ASPHALT PAVEMENT SECTION · ? 6" CONCRElf CURB 6" CONCRElf CURB ,t GUTrfR CONCRETE SIDEWALK CMU RETAINING WALL CONCRElf RESIDENTIAL ORJI/EWA Y LEGEND DWG.NO. PfR PLAN TYPE G-1 TYPE 'G' G-2 G-7 BY SEPARA If P[RMIT G 14-C SYMBOL LOT 5 ---so,--- --.ffi]- __ L_ .. __ J._ r 1 ;1:· t • : t'i QUANTITY 2706 SF 55 LF 74 LF J70 SF SF 160 SF NEW 1• WATER SERVICE w/ 5/8" RES. MEIDi {LAlfRAL) -II'--ll'--0 1 EA RELOCA If EX/SllNG POOCR POLE TO SDGM SPECIF/CA 1/0N. GUARDRAIL 42" HIGH PEDESTRIAN PROlfCT/1/E RAIL PfR PLAN PER SORSD M-JO PER SORSD 1.1-24 Ill,/ 1 EA 102 LF 125 LF SOURCE.OF TOPOGRAPHY ~· 3 RETAINING WALLS NOTES AND STANDARD DETAILS TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA /ED BY AERIAL METHODS FROM INFORMATION GATHERED BY SOWARDS &-BROWN ENGINEERING, FEBRUARY 3, 2004 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA /ED WITHIN ASSESSORS PARCEL NUMBER(S) 206-200-05 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N J54 E __ __,1oc65~5=--------- BENCH MARK DESCRIPTION: CHISELED CROSS ON HEADWALL LOCATED AT THE SOUTH WEST CORNER OF INTERSECTIONS OF LOCATION: PARK DRIVE AND HILLS/Of DRIVE. RECORDED: CITY OF CARLSBAD ELEVATION: ~7~8=.5=1=2~ ______ DA TUM: USC&:GS JQB NO. 04-009 .... , . 9.14.06 SOWARDS & BROWN ENGINEERING C CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA., 92007 TEL 760/4:l6-B5ClD FAX 76tl/436·U6Cl3 4 IMPROVEMENT / GRADING PLAN 5 RETAINING WALLS DETAILS It\ CITY OF CARLSBAD FIRE DEPARTMENT _ "AS BUILT" REQUIREMENTS ;~ .. a~ s( 4~o2 NO. OF F.H.(S)_F.FLOW __ -· G.P.M. OUT OF_F,H.(S). . BLDG. SPRINKLED YES/NO ... F.FLOW __ G.P.M. I EXP. t'd'!i()/tt:J I P.E.'.3o,('}O DATE CARLSBAD MUNICIPAL WATER DISTRICT • R/k-r.:4 FIRE MARSH AL DATE s/1/3 ROBERT J. WOJICK DATE _.,,. ~,. DISTRICT ENGINEER R.C.E. 33698 ' INSPECTOR DATE I SiEET I CITY OF CARLSBAD I SH2TS I ENGINEERING DEPARTMENT PUBLlC IMPROVEMENT PLANS FOR: ADAMS STREET APN: 206-200-05 STA. 34+52.62 TO 36+01.04 APPR01fJONRJ.D C. HAMMANN · -------- -------9/z 1/01 'J'fi ~,.,, 11.ct rJ~a1 t-.:, ¥•fat CITY ENGINEER PE 33069 EXPIRES 6 /30 IOB DATE IT\ AS-BIJILT DWN BY: I PROJECT NO. I DRAWING NO. DATE !N!TIAL DATE INITIAL DATE INITIAL CHKD BY: ~~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD 05-09 433-1 ----+- ' ! i ---1---·--1 --·,----T ----1·--,---i ----'T ' ----+- -··-;. -~-·-·-l· ·-+-·--+--+ -+----) .. --j- i ---+-_J ... --~---+---' ' i i i , I I i ' j_ __ ·-+----1----I-t --+-~ --1 ------~-----+--·:,···-~---·-+ --➔-··--+·--+---r·---1---- i '--•'·-··it_ I ··--··-,----:-t-··-+-··--t· ..... l. . . ··-+---+·- ·-·-1--. I -i. -.. -r NOTE: CMU RHAINING WALL CONSTRUCllON Ill/HIN /Hf PUBUC RIGHr-Of-WAY REQUIRES A SfPARATf [NCROACHMfNr PERMtr FROM /HE Cl rY Of CARLSBAD. 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' ' ' ------r~ i ----4--------+-~-----+-+----,-+--+-+---+-+---+-~-+, -+--+-+---~--~-+~ --+ -1 -1 1·---1·--'--+---I----+-----1 j ' ' +-- -+- . i. .. -·-~--·-i-·---;·--r--·~----+ ---+·· --~ I , '_,_ 4 -' j -~ ·--L - -,_ -- ' ' --+··-_____;_-. -+--------i-------+------,- !l::: J. ~ L f ---t-.. ..L ' ' ' --I·--- -:-r-, --·~-~ ..... + .. -·- - j ---+----···--- -' ' ---4---+ ----_, - -----+-·------,------,---, - --+----------r +----,---------t------i----+-----t --+-----+----+----+------+----,---'---+- --'··--'-' ' ' --' I - -f L +--J 1- _ _J_ : : i I ---'---+---~ ------.--···--+-··--~· ---l--'---'-----'------,f---+---+--------------t-----+---+----+---,----t----+----+--, -+ ---+--~ ·-. ----+-------r--,--'---+-+---+--'---~--+-+--+---_JH8l=-· ------,-----+---f----+---+---.,---.,---i--~-+---,----+-~--,. ·-- !· j-~· Ge! -t T ---+ _ _J_ ---+---+ - I -+----+------i----•+-----+-f-+--+--+--,-----,----+-------t-+--~---+----1- -' :~;,I, . ' ' -i·- ! I ---l ~ ; ---r ----~---;----+-~-----'-+-~-+---,----+--+ -j ·- i 34+75 35+00 35+25 35+50 35+75 36+00 TOP ' •.;_J -=== W-~ - I ' "' " 5' DEDICATION TO /HE CITY OF CARLSBAD ,, :g ~- FOR RIGHT OF WAY PURPOSES. f,< 0-!:.-1 i '1 ~ ~ =-"'-,,,-_-,,.,.'---_ -+-V- DOC. No. ·.J"'io-01~'!.,;p RECORD DA Tf: otr-..U,.l~~ _. . ,= !--~ . . ' . "',,. ~~ :li:t. BENCH MARK DESCRIPTION: LOCATION: c; BE · 11 ,·n AINING wA /ern i::: oi ~ ,toi .,, i; er y OF CARLSBAD GRADING PLAN i:::_9!i 433-IA. rw 4.9_ ew 410 J-\PN: 2JFS~2oo~o!J /'/ EXISTING EASEMENT FOR PUBLIC UTILITIES RIGHT TO INSTALL ANCHORS AND INCIDENTAL PURPOSES, RECORDED DECEMBER 13, 1950 IN BOOK 3896 PG. 334 OF OFFICIAL RECORDS. GRAN TfD TO SDG&E CHISELED CROSS ON HEADWALL fJ CORNER Of INTERSfCllON Of PARK DRIVE AND HILLSIDE DRIVE IN /HE C/rY Of CARLSBAD RECORDED: -----~---------~~~ ELEVATION: ---~'_.,8~.5~12~' _____ DA TUM: _ _.,U.,.SC.__..._&__.G,._,.S.,___ 1 m,,---- ---•-·---~-~,' •-•·--'-:;-" .:..:::-_::-.."7-r:;·~•~•·,c•a-~~:; =~c'----",:<D SIDEWALK ---IC- 206-200-05 x ..:...,.... )(: t. I. ONSITf IMPROVEMENTS PER CITY OF CARLSBAD GRADING PLAN 433-/A FOR STEWARD CUSTOM HOME. JOB NO. 04-009 9.14. 06 s SOWARDS & BROWN ENGINEERING CONSUL TING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE S~ CA.. 92007 TEL. 760/436-8500 FAX 760/436-8603 ~ I SP SCALE: 1"=10' o 5 10 20 JO 40 //-x✓--//.-------?-//-X//-'" ,; 1---S x ✓/--// // ->(---/I -;:i 36+00 "' I CURB DATA TABLE I 135-1-50 ---------------- <• :i'> -BEGIN RUAIN/NG WALL PER CITY OF TW 46.5 ~<:, ~ . <, CARLSBAD GRADING PLAN _4.13-IA. -t, BW 44.2 ~<fl~'!-.Tw 539 aw soa . . 'ft"' ?,~-' 5' DEDICATION TO /HE CITY OF C~RLSBAQ, FOR RIGHT OF WAY PURP0Sf5: f '1..05-1 g DOC. No .. -Jot.l.-Ol'!,.0$.~Q RECORD DA Tf: o<..r . .JS.).<:)<:)~ --, ~ . APN, 2os~2-oo~os ,,. __ . - I ,f, CURB BEARING LENGIH DESCRIPllON No. [I] N86"04'59"W lJ.50' SORSO C-2 CURB AND currrR [I] N86"43'13"E 55.40' 6" BERM TYPf "A" PER SDRSO G-5 QJ N63'35'59"W 21.61' 6" BERM TYPE "A• PER SDRSO G-5 1----1----1--------------+---+--t---t---11 SH2EET I CITY OF CARLSBAD I SH2EETS I ~=:::::::'---'==:::::::E::N::::Gl::N::::EE:::R:"IN=:G==:'D::::E::P::AR=:T::M::E:::N:::T===--'==::::::::::~ DATE !'/1/09 DATE AS·8UILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OlHER APPROVAL DATE INITIAL CITY APPRO\/AL IMPROVEMENT PLANS FOR: ADAMS STREET APN: 206-200-05 STA. 34+52.62 TO 36+01.04 APPROVED CONRAD C. HAMMANN ~Y, Q, 1-P',f""_l..._ _____ ~~- CITY ENGINEER PE 33069 EXPIRES 6 30 08 OWN BY: _,._,__,_ PROJECT N~ ~~ W PD 05-09 DRAWING NO. 433-1 051909