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HomeMy WebLinkAboutDWG 484-2; CT 13-05; STATE STREET TOWNHOMES; 01-06GENERAL NOTES 1. 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 OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/ TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA V[ A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REV/$10N OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CCNSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGRE[MENT. 7. NO · '?EVJSJONS Wll L BE MADE TO THESE PLANS WITHO,JT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTcO WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIG/VAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE c,n ENGINEER. 9. THE ORIGINAL ORA WING 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. 11. WHERE TRENCHES ARF WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEE1, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINC'PALL Y 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(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRUCDON MFFDNG SHALL BF HFLD AI THE SITF PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (76U) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALI. INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPFCDON IS NFFDFD INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2.· 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK 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 SAF,~TY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CCJDE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VAT/ON 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 FSTABI ISHFD BY THF CONSTRUCTION SAFETY ORDERS TITLE B CALIFORNIA ADMINISTRA T/V[ CODE THE PLAN SHALL BE PREPARED BY A REGISTERED 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 OISCOVEREO WITHIN ANY WORK ZONE OUR/NG CONSTRUCTION, QPFRA TIONS It'll CEA SF IMMEDIA ID Y. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING [("."0 MENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO mE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA Y.S. (A LIST OF CITY HOLIDAYS IS AVAILABLE A J THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR Al"PROVAL 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. 19. NO BLASTING Sf-lALL Be COMMENCED WITHOUT A CITY [!-";/NEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 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 FAC/Llr/ES OR STRUCTURES NOT SHOWN OR IN A LOCATION 0/FFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 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 CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTTON NEAR THEIR FACILITIES ANO SHALL COOROINA TE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (750)438-7741 COX COMMUN/CATIONS (760)805-9809 CITY OF CARLSBAD(STREETS AND STORM ORAIN) (750)434-2980 "GITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 "SAN 0/EGU/TO WATER DISTRICT (760)633-2550 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SAN/TA TION DISTRICT (750)725 1340 • AS APPROPRIATE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA Y.S BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND -HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRA T/VE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION 5 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. PUBLIC/PRIVATE SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE 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 CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENG/NF.ER/NG INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON 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.O. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760} 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES 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. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT AT/VE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT A TIV[ PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION!, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45. 15. WHEN A SIGN IS A TT ACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISJJNG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" INDEX OF SHEETS NOTES AND LEGEND ............................................. SHEET 1 STATE STREET IMP ................................................ SHEET 2 DETAILS .................................................................. SHEET 3 PUBLIC WATER & PRIVATE SEWER IMP. PlAN ..... SHEET 4 SEWER PROFILE ..................................................... SHEET 5 WATER PROFILE. •...•............................................... SHEET 6 REFERENCE DRAWINGS: CITY DRAWINGS USE AS REFERENCE TO PREPARE THESE PLANS ' \ .... -----(7~-----+-- 5 IIJ.RRON RD. _;;;:.::.='f!'.~---- WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOL/_OWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THC CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 7048 DA TED MAY 7, 2014 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS :ONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY cGC GEOTECHNICAL. INC. _____ DATED JULY 3, 2014 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AN[ AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED----------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED-------- 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ADAMS-STREETER CIVIL ENGINEERS DATED JULY 17, 2014 0010 NO. 9 J7CJ70538 11. STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS DATED __.JLIIU'l..LYL1.2..,_,0~2'-'0u114 ___ _ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/()N HANDB/)CK AND ' CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION TRACT BOUNDARY / R/W PROP. SEWER & WATER EASEMENT EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN PROP. 6" CURB & GUTTER GRIND & OVERLAY 2" AC REMOVE & REPLACE AC PAVING PROPOSED ALLEY TYPE DRIVEWAY PROP. 4• PCC SIDEWALK PROP. 8" DOMESTIC WATER PROP. 1" METER & SERVICE PROP. 8" FIRE HYDRANT PROP. 2" AIR VACUUM PROP. 2" BLOW OFF PROP. 8" WATER VALVE PROP. 8" PVC SEWER PROP. 4" SEWER LATERAL PROP. SEWER MANHOLE PROP. SEWER CLEAN OUT LEGEND DWG.NO. SDRSD G-2"' CBSD GS-20' SDRSD G-7"' CMWD W-3A" CMWD W-12" CMWD W-6 MAR" CMWD W-06" CMWD W-16" CBSD S-1' CBSD S-6• SYMBOL -------- ~l'ZlllZ?Z~~ ----• @I ~ <I> " • (9 0 QUANTITY 510 LF 1,620 SF 540 LF 2 EA J,050 SF 730 LF 47 EA 2 EA 3 EA 3 EA 12 EA 660 LF 630 LF 4 EA 3 EA 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY BASIS QF BEARINGS: MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A s~e--,L~s;_--==="--~~=~= ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN BASIS OF BEARINGS IS ALONG THE SOUTHEASTERLY LINE ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TIV[ OF PARCEL 3, AS ON LOT LINE ADJUSTMENT NO. 2006 -03. RECORDED ON FORM OF PROTECTION. APRIL 25, 2006 AS INSTRUMENT NO. 2006000276404, OF OFFICIAL PROJECT SfTE • CITY OF CARLSBAD STANDARD DRAWINGS •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF RECORDS AND AS SHOWN ON RECORD OF SURVEY NO. 2008-1010, R.S.B. "* SDRSD AS PER CARLSBAD MODIFICATIONS THE FIRE LINE LOCATED BETWEEN T.HE DETECTOR CHECK VAL VE AND BUILDING 226/26-33 TAKEN AS BEING N40-57'20"E SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLY.MER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHfO BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.0. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I 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 ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 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: ADAMS-STREETER CIVIL ENG=l=NE~E=RS--__ _____ _ ADDRESS: 15 CORPORATE PARK CITY, STA TE: IRVINE CA. TELEPHONE· /949) 474-2330 ~ #/ BY: MOHAMMAD MOHAMMADABADJ.~ ti DA TE: _~/~~'l~z-:ca.,_/.~/4~_ R.C.E. N0.:~42=6~1,,_5 _____________ _ REGISTRATION EXP/RATION DA TE: ~3,e,,3u.1=-c,16L_ ____ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SURVEY __ METHODS FROM INFORMATION GA THEREO ON _.,.M"'AYc_ ___ , 20_l_i__ Bt,_~l=BF _______________ _ TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) PARCEL A: APN 203-054-22 PARCEL B: APN 203-054-21 PARCEL C: APN 155-200-07 PARCEL D: APN 203-054-19 & 20 =c.::..::=--=c....:.c---'--'----'-----------------, THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 2005601 .52 7 6 f _,6,.,_22.,2se3><32..,9"-'. 9,..,6c,,.6,,_6 ____ _ BENCHMARK DESCRIPTION: 3" BRASS DISC; BM OC-155 (CLSB-129) ON TOP OF CONCRETE SIGNAL BASE (SIGNAL REMOVED) LOCATION: 500' NORTH OF COAST HWY 101 INTX WITH WITH RR TRACKS. 14' E OF TRACKS, IN BACK OF CARLSBAD WATER FACILITY ELEVATION: 22.254 NAVD88 = 20.04 NGVD 29 '.I 7 .< :,_ NOT TO -H'.J.l-SCALE ~y PACIFIC OCEAN VICINITY MAP REQUIRED TREATMENT CONTROL BlllP TABLE ~ ---MAINTENANCE -----iwNTENANCE TYPE RIPTION OWNERSHIP AGREEMENT SHE-FREQUENCY ---------~ -------------------------------------r---__ -&~orE.SSiO~ ~ ' ECT PRIORITY !f7. s, ~OJiA,i,4:::,;, ~ ~ ·- CITY OF CARLSBAD FIRE DEPARTMENT fil No::,~io t~ 'AS BLJILT" REQUIREMENTS '; f Exp , .);;_. -',!_ / NO. OF F.H.(S)_2__F.FLOW 3,000 G.P.M. OUT OF_2_F.H'% I?-,.,. CIVI~~ ./ ,(_ /0/3/ /18 BLD~1SPRINKLED~NO ... F.FLOW~.P.M. i-::r'.t..\ --EXP. jfoJ/2lJ DATE --'l ' --II !it I, REVIEWED BY: ' , FIR!'. MAR~"" L I I DATE jfi_ ,I,, ;1 ( --C::U ,L J ~ //-Z i •l:f> INSPetTO~ DA TE l---+--l--------------+---+--+--+----11 sH1EET I 'cf TY . 0 F CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: ~: r,~. r;.PR;;E:~ARE:;;. ;;;D;-;U;;:;ND;;;E;;R-:;:;TH:;;;E:D;;;,R;;EC::;T:;SU-;;;P:;;ER;;;V;;;:,s;;:;,o;N o;;;,:-. ------=:;~;;= .. ;;;;;:=---t=====t====j==================================+=====+====~=====4====~ .f~.J:. :i!~·!., _.;{:~r~ ~~ .~ · ADAll8 • 8TRl!l!TER '--:::====T=l=TL~E~S==H=EE=T':c==&=c:"G=E::cN~ER~Ac"L==='N=O=T=ES========, STATE STREET TOWNHOMES · ~1. !€ ~ CIVL ENGINEERfi INC. !f ._ a11 //di.Ill-t,u-1, A.~-~. --41h'. • · "a,.JQ) ..JrlS:1~~ • /-ZJ•f6 rAPPROVEDi1_ 01";" "v GELDERT \J_ \>: <' ,:, .I~ '---.,'-<'.'-L--,: =-:;.~.:::-..:.."':.. ··=· • JIP.~:-•· • s'· ,, .... ·,u·l5 ... ;._~. ~: ~Er.,i:-\Jl"'-CJ,JE "1=:e r.;(I ~ $IP~0 i'El C.l'\U) . "'s• --~<;• 5.zi,1 ;.< :C:IT:Y:E~NG:l~N""~R~P~E~6~3~91~2~E~X~P~IR;ES~9~/3~0~)/,;16-;:----//•~T~ flt ~.:-":;:.•:~."!,..A::;J -~ d 1//zo /t"r:, :~r;. /h;tVl~~~lA1EA'Al./Ml'£.e7S SKEET#-,.,,.,, ·-!i-t3 ·JS .=t. DWN BY: -,,,,=,,:_ I PROJECT NO. I DRAWING NO. -~~t:'21.~~--MOHAMMAD MOH~CE 42615 DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY·~ CT 13-05 484-2 EXP. 3/31/16 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ~-------~ . . • • C ., >, -C, en C E ~ :::,; a.. • "' .;,c N ..,. ..,. - I • "' 0 I t:; u.J I>'. 1-\0 u.J ,-. ;5 en "' 0 N I .... -:; l I I I I • I I i I I I ~l - ,_ - - f---- 1--- ' - - r - - - -- f- -I-- -- - - f--- f--- -f- -- -- - -= f- - f-r ,-=. f----- I I ___; - t--' - t---- r t-- -t-- - - -- - f-- f- -- t-- t-- t-- 1+00 I I I I I t-- - r -- - - f------I--- - f--I-I- - f-- -= - ' - I-- -I---1---- -= +--~ +- -~_.,1./1---1--- ~ t--t.-,,-""" !__;:::_ - = -- -_---= = r -- r i=---- - --=--- 1--- - - ---t- ----- ---i=f-=~-=11=+=-I--- + -t-- --- = I=- I=- l--' -- '""": =--t=---- - r l~fl '-I _!_ Pt: Lt 1 .,..: " :t.-E , -;Ve 2! :00 f--q ~ f---- 0> tXi -1--- co "' -:H ,__ - :.--, P 'OP J"Sf 1 C JR! 1,- - I _,-----:..: t-..... t-- -- -I-- I ,. f-- l(,) ~ "' f- ( - ( ( I \ - r-=- \ y _, t--"' ro --1 I"") .. ·-r----- t--- _- 2+00 ' ---'---------- --------------( -------------- I = LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE DELTA RADIUS LENGTH TANGENT [ill 316.01' N34"00'28.00"W @] 6°39'45" 477.67' 55.54' 27.80' 54.62' N45"19'28.00"W 101'18'54" 8.00' 14.15' 9.76' 33.66' N34"00'28.oo·w 83"20'21" 8.00' 11.64' 7.12' el 89"59'54" 7.50' 11.78' 7.50' 90-00'06" 7.50' 11.78' 7.50' - I \ --r--I-- -- =-- = -- _,-. -+-o N .... - ,- -- '---= c3 i-------r-"")_~ '- - -1 I,,.,. - ,..:.-~r=--~8 I-- - f---- r - -- -+--+----+-~ - -- = - ---- 1---- - - --= = - -VI LE' 4l.44 - l - -I--i==-r- - - - --- - .--:rt= -;::::= -- -- f--r ,. _:· 0 0 IC> = - ---- -·- -- 1-- 1-- 1--- -o ... I=--+ -i---:-::-- Q~ :~ ~ =Q :;r s,; -I'!)~ r - I-- --- - -I-t-- - -- - ·ti ISJ CU 'Er I -- r -,p OP SE rt RB r r f----f- r - f- --. - -- F- I== ' - "· • - r -- ,---' c-= f-r-- - - " 0 ,_ 0 - = -I-- r r ,-,_ t--t---- ---f---- -r - - f---- --==-1---I=-1-- - ----r- --= -- - r I-+-,-. i=---Jc--==i'=t - ------ - -- I-- " - 1---LV-: 2 .0 -------- t"' ,J !'\• rT2 ,0, -----~ c:n.t-A1 ~") r-r-- t--f------- - •w -•. ..0 - ; co - - -- - -r f- r--· - . --C -I-- - ---,----- I-t- f- - - -t--- - - r----f-' - --------- -- - -= -- -- - -·-f- - - - ---- -- - ' ' - -- - .3 '1 - t---- - - - --- f---- I- ' --c - ---- I-- _u - -f------ - -- - - r - --r - ----t:------ f-1-t-----j----jt--f----j-- = - = f-- - - -- "' ---1- ---- -t-- r ----f- --- -- -----= t--- •-•---l- - - -- - ----= -- - -- - - -----+-- - -1----f- ---1--- f--- -= - - ,n -_ .., --F -r-o ·o - -- o.s;,:; -. \ - - ' - - ' -----r -= - ---f---- --PROFILE SCALE: F ----·r-r-r f---HORIZ: 1 • 20' VERT: 1 • 2' --- - r R/W -- I w . ~1 f- 3+00 - NQJE • .. ALL STREET LIGHTS, UTILl1Y APPURTENANCES IN STREET PARKWAY TO BE PROTECTED IN PLACE -- It. CROWNLINE ' a1 I ~ ~ (/lr~----~--------1 7.67'.,. 20.8' ± I--'-""+-----! ' I I _[ EXIST. SURFACE JOIN • /EXIST. • I I . ' .... · ----= -~AC GRIND AND OVERLAY ROPOSED CURB & GUTTER ; ' I J \'i,fESSiO,v_,. - 410J s+oo L:, STREET IMPROVEMENT NOTES: (D CONSTRUCT 6" CURB & GUTTER -COMBINED PER SDRSD NO. G-2 (1YPE G)'" @ CONSTRUCT 4" P.C.C. SIDEWALK PER SDRSD NO. G-7"' 3 CONSTRUCT ALLEY TYPE IVEWAY MODIFIED CITY OF CARLSBAD GS-20' NOTE: AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ALL ENHANCED PAVING LOCATED WITHIN RIGHT-OF-WAY AND PUBLIC UTILl1Y EASEMENT. © REM;VE AND REPLACE 4" A.C. PAVlllltNT D 6" A.B. TO inc :,AIISFAC~N OF CITY INSPECTOR.,& @ GRIND MIN. 2" A.C. PAVEMENT TO CENTERLINE. ® 0 INSTALL DETECTABLE WARNING MAT PER DETAIL C/ 4 AFTER 2" GRIND TO CENTERLINE, PAVEMENT CORES SHALL BE TAKEN TO THE SATISFACTION OF THE CITY INSPECTOR TO DETERMINE THE LOCATION OF SAWCUT UNE. ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. 6+00 20' - I I SCALE: I I I f- 1" = 20' I •-- REVIEWED BY: ~ -"eA,-J l~PEITTOR / , ' -1---- 7+00 ' ' /I· Ztf'• I? DATE • Cl1Y OF CARLSBAD STANDARD DRAWINGS " CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS "' SDRSD AS PER CARLSBAD MODIFICATIONS l----+---+-------------+----+--t----t-----1 I SH2EET I CITY OF CARLSBAD I SH6EETS I ENGINEERING DEPARTMENT :===--==========::...:::::=:::::; IMPROVEMENT PLANS FOR: PREPARED UNDER THE DIRECT SUPERVISION OF: STATE STREET TOWNHOMES ~ ~I NG1,r: < (I: "" '°"-i-t ... -___ . 'i. ADAMS • STREETER STATE STREET PLAN & PROFILE *· ,,~ rn 111P' ~17 !;J CIVIL ENGINEERS, INC. I Ill; I 15 CorJ)OHtti Pllrk, lrwtne, CA 9290& Ph: Mt 474-23-10 Fax: Mt 474-0251 ,fC , S..: -11 If, 1/6/16 MN & REPLACES SHEET ORIGINAU.Y SIGNED 11-25-14 TO REVISE CURB PROl'ILE AND EXTEND LIIIIT or PAVEllEJIT RECONSTRUCTIOI SECTION A-A * : · C!\11\. ~~ ~ OF c~\.1~0 Mz!~OH~ RC~~2615 ~§ :~ 5/14/15 MN ~ REVISED WATER IJNE TO ADD SIPHON PER Cll1rll 'f-S· 2/2/15 MN AP~V:.~'2 b.t.W~ s. GELDERT /-2/ -It, CITENGINEER PE 63912 EXPIRES 9/30/16 DATE " REVISED SEWER LATERAL INVERTS lo\Ul t' '~"'"-"' CH 11.<!£ 772.0l. EXP. • ' '·: ''~<.l·«:l oi:.rw'l17 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ---1 PROJECT NO. I DRAWING NO. CHKD BY: ---CT 13-05 484-2 L!Rc..V~WD.!.-"---=B'..'-Y_:__: ===.I ~--------- C <I.) >, :::, en C E -0 <I.) :to 0 CL n 0 N (0 I r----0 I 0 ~ C) 3= 0 u.: CL tii N 0 CL ~ n 0 N I ..,. / (/') f--z w ~ w > 0 c,:: CL ~ / 0 o'i '.::'.] c,:: <( u t:;:; w c,:: f--(/') w ~ (/') n ~ 0 N I ..,. ~ 0 N / ::::, C~T REBAR WITH 80 MILS OF COLD-APPLIED BmJMASTIC WATER-PROOFING COMPOUND. -r--..-~;;;;:. ----- •• •• • • •• • ; . . • m ,,., --- ◄ ---- FLOWLINE 39.67 FL-GB 2+40.14 40.26TC ' O"CF DRIVEWAY DETAIL SCALE: 1 "=8' -- 40'.81 • A 3 STATE STREET ----- -. FLOWLINE 41 .18TC O"CF W)- 41.07TC O"CF DRIVEWAY DETAIL SCALE: 1 "= 8' B 3 N '° ,-... <Du + .... <DO u.. ·OU <( • >-' -• (/) ~ '° :L ·. . . 3+00 H WIOTHOF RAMP OR LANDING 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 "' DETECTABLE WARNING MAT POLYURETHANE DETECTABLE WARNING MAT MANUFACTURED BY DETECTABLE WARNING SYSTEMS, INC. TELEPHONE# (866)-999-7452 OR APPROVED EQUAL WARNING MAT SHALL BE GLUE DOWN INSTALLATION WARNING MAT COLOR SHALL BE BLACK -COLOR SHALIL BE HOMOGENOUS THROUGHOUT THE . WARNING MAT. MAT SHALIL BE FULL WIDTH OF RAMP AND 3 FOOT DEPTH WARNING MAT SURFACE NEAREST TO THE STREET SHALIL BE BETWEEN 6" ANO 8" OF THE GUTTER FLOW LINE. D~T.ECTABLE WARNING MAT EB ----- (OS) ""' "" EXISTING SOGE VAULT TO REMAIN PROP. EDGE OF GUTTER 41. F'S 41 .19 41. (Wl SJ ATE__SI~EJ - t ., 41.81 F'S r ., I . - -----+ w PROP. EDGE OF GUTTER • ~ •• •• • VERTICAL BEND ANCHOR EP F'S 41.25 -EP • (2) -14 BARS FOR PIPE SIZES UP TO I 2· (2) -f 5 BARS FOR PIPE SIZES 14" ik 16" (2) -#6 BARS FOR P PE SIZE 18" • • •• • • • • . .. • ' • I .. • • • • • • • • • - L SECTION VERTICAL BEND • ... •• • H PIPE 22 1/2 BEND VOLUME SIZE L,H. AND W(ln) {ydl) 4" 23 O.J 5• JO 0.6 •• 37 1. 1 • 10· 42 1.6 12· 48 2.4 • • 14" 53 32 -_, 16" 60 4'.6 18" 64 5 6 Af'JCHOR ANCHOR BLOCK DETAIL N.T.S. / CB THRUST 45° BEND (tbs) L.H, ANO W(in) 1104 29 2482 37 4412 ... 6895 53 9929 60 13514 66 17651 72 22340 78 THRUST AS CALC. = 5,763 LB VOLUME = 1.6 CY VOLUME (ydl) 0.5 1.1 -. -. J.2 4.6 6.2 8.0 10.2 PREPARED UNDER THE DIRECT SUPERVISION OF: THRUST {lbs) 2165 4868 - 13525 19477 26509 34624_ 43822 41.53 TC · . . 41. -~_,(R/W . 41.s1rn: ·_.· 41 .06 DETAIL SCALE: 1 "= 8' ~ /j~ !':!l r Na. 42 "' 0 . 'it ~El(p.3-- ~ ----·------ ED "AS BUil T" Jq'3/@ EXP . 3/31 /2c r , DATE REY1EWED BY: 11-ZI:· JC DATE f---t-----+-----------+--+-----l---+----I I SH3EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 6 ~==-=======::::::::::::::::::=====::::::::::::==:...::===: 1---1--+---------------i---.,..+--+------l---l IMPROVEMENT PLANS FOR: STATE STREET TOWNHOMES E u ., :::0 0 Q.. I <.O 0 I ~ 0 N I v -c:; f--z w :::E w eS Cl'.'. Q.. :::E / 0 <I: CD (/) _J Cl'.'. i5 CJ w Cl:: f--(/) w ~ I I ~·-; ,' -. ,, / ,• / ?' ,./ , I { / , I •/" ----.,-,;. \ ,, . . ·;.'. ,., . , .,.--~ ,, -~ . . ,... ,,... c-:-Y" •. y -v ,,. ~ . .,,:. -· ,,,, -·-· , t TH£ 54NITARY SEWER SYSTEM SHOWN /SPR/VATE. ... . IS WAS AKJT REl}UIKEO 708£ IA=s-GNEOOK CONSTH(.f:7EP ,c) llJENGIN££.RING DESIGN STANOA.eQS . -.>,,.., '" --.A. -,, CMWDWATER PRIVATE SEWER LINE TABLE LINE TABLE LINE LENGTH BEARING SIZE & MATERIAL LINE LENGTH BEARING @] 25.26' S46'57'45.59"W 8" PVC {DR-18) ~ 31.33' S55"59'32.41 "W IL2 l 172.50' N55'59'26.44"E 8" PVC {DR-18) f L7l 120.63' S55'59'23.46"W @] 13.37' S34'00'33.56"E 8" PVC {DR-18) ~ 210.29' S34'01'17.00"E ~ 68.62' N34'01 '05.00"W 8" PVC (DR-18) [ill 200.57' S34'47'12.99"E @] 146.54' N55"58'55.03"E 8" PVC (DR-18) ~ 34.74' N55'58'55.00"E IL11I 79.71' S55'58'55.o□"W CMWD WATER CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT SIZE & MATERIAL @D 3'25'12· 200.00' 11.94' 5.97' 8" PVC {DR-18) C2 5'49'47" 1590.50' 161.83' 80.99' 8" PVC (DR-18) 5'15'39" 496.00' 45.54' 22.79' 8" PVC {DR-18) • 2'50'32" 2211.00' 109.68' 54.85' 8" PVC {DR-18) ' .... .....__ SIZE & MATERIAL 8" PVC {SDR-35) 8" PVC {SDR-35) 8" PVC {SDR-35) 8" PVC (SDR-35) 8" PVC (SDR-35) 8" PVC (SDR-35) i PREPARED UNDER THE DIRECT SUPERVISION OF· ADAll8 • 8Tlll!l!Tl!R CIYL ENQIIEl!R8, INC. ti C.,po.ak. '-k, lnlaa. CA HeN ,._ ... 414-naG Pu. Me 41+oal1 ✓~ MOH:4i'MAD MOHAMMADABAD RCE 42615 DATE EXP. 3/31 /16 SEWER IMPROVEMENT CONSTRUCTION NOTES: @ CONSTRUCT 8" P.V.C. SOR-35 SEWER MAIN, BEDDING AND BACKFILL PER CITY OF CARLSBAD STD. S-5' @J) CONSTRUCT 4" P.V.C. SDR-35 SEWER LATERAL PER CITY OF CARLSBAD STD. S-8' @ CONSTRUCT 5' DIA. STD. SEWER MANHOLE PER CITY OF CARLSBAD STD. S-1' I@ CONSTRUCT 5' DIA. P.V.C. LINED SEWER MANHOLE PER CITY OF CARLSBAD STD. S-1A' ~ JOIN TO EXISTING SEWER LINE (CONTRACTOR TO VERIFY EXISTING LOCATION) @ CONSTRUCT SEWER MAIN CLEANOUT PER CITY OF CARLSBAD STD. S-6• DATE INITIAL ENGINEER OF WORK ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. • CITY OF CARLSBAD STANDARD DRAWINGS " CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS "' SDRSD AS PER CARLSBAD MODIFICATIONS '£VISE 5£11/EN LA 075 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL 7+00 ........ .-~-~·'' •• """' m 20' o· 10· 20' SCALE: 1" = 20' "AS BUILT" lo/31/11 EXP 3/3!/ZlJ DATE REVIEWED BY: u· 2f' · r DATE IMPROVEMENT PLANS FOR: STATE STREET TOWNHOMES PRIVATE SEWER & PUBLIC VIATER PLAN DWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ CT 13-05 484-2 RVWD BY: C Q) >.. :, c:,, C E >.. .0 'O Q) --0 CL ~ :::::;; CL 0 0 t<) .... .... I t<) 0 I Cl 3: 0 E5 U1 I ~ .... 0 CL :::::;; t<) 0 N I .... -,,...... U1 f-z w :::::;; w i!S 0::: CL :::::;; ,,...... 0 <( CD :'.] 0::: <( u ~ w 0::: f-Ul w ~ U1 t<) 0 N I .... -,,...... .... 0 N ,,...... ::::, .. f ..... -·--+ ' r .. ; i ·. + ·.· .. ➔ i ······f PREPARED UNDER THE DIRECT SUPERVISION OF: • ADAMS • STREETER CIVIL ENGINEERS, INC. 1S Corp«at. Park, lrwtne, CA 9290S Ph: HI 47---2~ l'ax: Ht 47•-0H1 RCE 126~6 771..02. • ---+·-·-· DATE EWP. 3;/~1,''6 , .. - ···· 1. --t ·-·-·· -·-··· ~ IMPROVEMENT PLANS , ..... ' FOR: ;·-··- ' .... -t········· ......... 1······· -i --t -r .. --I ··--! 1 ..... t -. J__ ... .. -.J- PROFILE SCALESI HORIZ. VERT. 1' 1' = ; 1 O' 1 O' ' f ·-·-; ...•. i - DATE 11-u-1r DATE CARLSBAD DEPARTMENT STATE STREET TOWNHOMES WATER PROFILE i-5,-.,i/'21.:!,4/1.21:"'5-tMN,,__l-'''!:>-~R=EVI,,,S':'Ec:Dc-'lr':.'ATE::::::R:::LIN"':"Ec:::TO=::'AD':"'-D::'S::IP:::H:::ON:::"-PE,,,R,_C,,,lfl[[)=-'lr'---"3"1.~-::;+:;;-::;::--I--J''----t--t-'-t~rC=:'l::::TY':=::;E"";=:=:IN::::E'::E::::R=:::P::E::;6;';39::1::::2:::E:::X::::Pl:::R:.:ES::::=:9':'/3=0"::::::/16:==::;-;::=::::DA:::T:=E=~ 2/2/15 MN , I\ REVISED SEWER LATERAL INVERTS J-3/• If ill'J J I DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY : ---CT 13-05 484-2 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK ' 11-u-/i "' I ~ I g I i --' i ' I : ___ ;_._ -t i t _]._ -I ! ! I t -i -i Lt j .• t . .!.. -l i j_ ! I I I _f L -' -I· t ' f -- ' ---l ! ...... ... ... l J t l i 1 ! 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EXP. 3/31 /16 1+50 1+00 0+50 ,_ ,,EWED BY: j Q _A. A INjPE([TOR / , ' HORIZ. VERT. 1' = 40' 1' = 41 1a/a111s DATE ,,.zr:-r ✓, DATE ~ ICJ'"'Y1 OF CARLSBAD l----+----1-----------------+---+----t---+---t ~ ENGINEERING DEPARTMENT 1----+---f----------------------+----f-----t----+----t 11\ DAT£ INITIAL DATE INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: STATE STREET TOWNHOMES PRIVATE SEWER PROFILE APPROVED"/. l)J-"'{l,ll "-GELDERT ~=lr~ '-J:':]L 13,Ji;r,~111.tvC='_~-II• Z.S •II./ CITY ENGli'i ER PE 63912 EXPIRES 9/30/16 DATE OWN BY: ~~-1 CHKD BY: 3'e,d RVWO BY: . PROJECT NO. CT 13-05 I DRAWING NO. . 484-2