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HomeMy WebLinkAboutDWG 471-7; CT 06-27; MUROYA SUBDIVISION; 01-12GENERAL NOTES 1. TH/$ PLAN SUPERSEDES ALL OTHER PLANS PR£VIOUSL Y APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER OF RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR £NGIN££R- OF -WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ 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/TT££'$ POLICY IN THE MINIMUM AMOUNT OF i1,ooo,ooo.oo FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CA TECORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS W1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED W1THIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 9. TH£ ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES AR£ W1THIN CITY E:ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FJELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN Fl£LD COMPACTION REPORT(S) SHALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PR[CQNSIRUCDON MITT/NG SHAU BE HE/ D AT 1HE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL R£PR£SENTA TIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LIN£ AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAW1NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN ,.-OR PRECONSTRUCTION MEETING W1LL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT [Z60) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSP[CTION IS NITDED INSPECTIONS WILL BE MAD£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHER WISE. REQUESTS MADE AFTER 2: 00 P.M. W1LL 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 HEALTH 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, SLOPING OR OTHER PROVISIONS TO BE MADE FOR 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 [STAR/ /SHED RY THF CONSTRIICDON SAFFTY ORDFRS TIT/ f B CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S 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, QPFRATION5 WI/ I CfA5E IMMEDIAW Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ 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 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 UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. 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. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECO'ln,. 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. TN£ 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 ) W1THIN 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 W1TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK W1TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (800)660-7J4J PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)4J4-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/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 DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT'' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS W1LL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIES ANO 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 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED W1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS Sr/ALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF Tr/£ CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF TH/$ PLAN PER SDR'.i DWG M.19. 8. ALL SURVEY MONUMENTS AND POINTS Tr/AT 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. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME J -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 EXGAVA TION AND SHALL ADHERE TO ALL PROVISIONS OF Ti-IE 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 CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING 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 W1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON 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.D. 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 PRECONSTRUGTION 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 CONSTRUCTION, TELEPHONE N0.(760) 4J8-3891 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. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS or CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER W1LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING 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 OTHER~ASE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER 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. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARA T/ON OF WATER MAINS AND SANITARY SEWERS" PUBLIS/-IED BY TH£ 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.D. FOR C900. \ SEE SHEET 4 FOR SIGNING AND STRIPING NOTES I "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 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT W1TH CURRENT STANDARDS. I UNDERSTAND T/-IAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, 011;.,F,},"~'·=""'--- RESPONSIBILITIES FOR PROJECT DESIGN. 11sofESs lo'½ FIRM: PANGAEA LAND CONSULTANTS, INC. '<'~<) 'Ill c. 8~ ~ ,':J ~ ''fa,'\ ti ADDRESS: 2834 LA MIRADA DR! VE, SUITE H "' u '$-_ 0 o2 No. 43819 ~ ~ CITY, ST.: VISTA, CALIFORNIA 92081 \t Exp. 6/30/13 !JI *"' . * T£L£PHONE· 1-760-~72;,.c6'---_.4ec2;;;J2=-----------0, ~ J v 1 '-~'< BY: _a/J_r_e/,,._.6,,._!t!tfi&~.,!!':f'.,,_=-------DATE: (0·-01.'J..()fL -1;,-f::::'W~r:A""L"".\lcj!'; RICHARD C. BRASHER R.C.E. NO.: 43819 i/11-) PANGAEA REGISTRATION EXPIRATION DATE: 6/30/13 (!I.-LANO CON,IJLTANTS, INC. CARLSBAD T'RACT NO. CT' ( p6-27 MUROYA RAIL ROAD, SE-WER~ -WATER STREET' IMPROVENIENrfi BLACK PRIVATE AND PLANS VICINITY MAP NO SCALE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE W1TH THE FOLLOW1NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.· 1. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISION RESOLUTION NO. 6686 DA TED APRIL 7, 2010 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY GEOGON INCORPORATED _____ DATED JANUARY 25, 2007, UPDATED SEPTEMBER JO, 2009 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CitbT"ORi','i'>'< COASTl,L COASTAL DEVELOPMENT PERMIT CONDITIONS RESOLUTION 6688 DATED APRIL 7 1 2010 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSUL TAN TS DATED MARCH 1 2011 WDID NO. 9 37C361070 10. STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS DATED JULY 14. 2011 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. OWNER DEVELOPER AKIRA MUROYA AND TOSHIKO MUROYA TRUSTEES OF THE MUROYA FAMILY TRUST DATED MAY 16, 1996 P.O. BOX 131016 CARLSBAD, CA 92013 PHONE: (760) 436-7691 FAX: (760) 436-7691 SOURCE OF TOPOGRAPHY TAYLOR MORRISON OF CALIFORNIA, LLC 6105 IRVINE CENTER DRIVE, SUITE 1450 IRVINE. CALIFORNIA 92616 PHONE: (949) 341-1269 FAX: (949) 341-1400 CONTACT: APRIL TORNILLO TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL PHOTOMETRIC METHODS FROM INFORMATION GATHERED ON NOV 24 2004 BY ROBFRT I UNG & ASSOC/A TF5 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BERARINGS THIS BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6 EPOCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD SURVEY CONTROL STATIONS DESIGNATED 'CLSB-046. AND 'CLSB-044' PER RECORD OF SURVEY NO. 17271. REFERENCE DRAWINGS LEGEND DESCRIPTION DWG.NO. SEWER 6" SEWER MAIN SOR 35 ...................................................•.......... •S-5 8" SEWER MAIN SOR 35.9.~9.,9!cf-!.9f:!.!.99./:,.'ii,.$<;f9Wr-!..'?!:! .. f.lfY.':! .. •S-5 SEWER MANHOLE (A.H.) ............................................................. •s-1 SEWER MAIN CLEANOUT ............................................................... •S-6 4" SEWER LATERAL ...................................................................... •s-7 WATER OEl"lECtiON COOl"liNG~ 8" PVC WATER MAIN DR 18 ... r'::=? .• ~9.W.t:!..'?.IJ..(:.~f.:l:! ................ *'W-2 8" GA TE VALVE (RESILIENT WEDGE) ......................................... *'W-16 2" MANUAL AIR RELEASE ASSEMBL Y .......................................... W-6 2" BLOW-OFF ....•......................................................•................. "W-6 FIRE HYDRANT ASSEMBLY ......................................................... "W-12 THRUST BLOCK ........................................................ "W-15 & *'W-19 1" WATER SERVICE WITH 1" METER .......................................... *'W-4 RECLAIMED WATER 2" IRRIG. SERVICE,2" METER WITH BACKFLOW ....... "W-4&*'W-20 PUBLIC STREET IMPROVEMENTS BLACK RAIL ROAD 4" AC PAVEMENT .........................•..•.......................................... 6" BASE ....................................................................................... . STREET SUBGRADE PREPARATION ....•........................................... GRIND AND CAP (SEE SHEET 4) ................................................. . AC PAVEMENT OVERLAY (SEE SHEET 4) .................................... . SAW CUT EXISTING PAVEMENT .................................................... . 6" CURB AND GUTTER ................................................................ G-2 5' SIDEWALK (BLACK RAIL ROAD) ................................................ G-7 CONCRETE DRIVEWAY (WIDTH PER PLAN) ............................... '*'G-14A PEDESTRIAN RAMP (TYPE 'A') ................................................... G-27 TRENCH RESTORATION ................................................................ •GS-25 STREET LIGHT (5,500 PUPIL LUMEN / 40 WATT HEl) ............. *'*E-1 PUBLIC STORM DRAIN BLACK RAIL ROAD 16" RCP (1350-D) ...................................................................... . TYPE A-4 CLEANOUT .............................•.............................. '*D-9 REMOVE EXISTING 22' TYPE B-1 INLET ...................................... . TYPE 'B-1' CURB INLET (CURB TRANSITIONS 5 FEET LONG)*'D-2 REVERSE SIDEWALK UNDERDRAIN PIPE (SEE DETAIL SHT 11) .. D-27 GRAVITY TYPE HEADWALL (FOR 3" PVC PIPE) .......................... D-30 PRIVATE STREET IMPROVEMENTS 4" AC PAVEMENT ....................................................................... . 6" BASE ....................................................................................... . STREET SUBGRADE PREPARATION ............................................... . ALL WEATHER ACCESS ROAD (SEE DETAIL SHT 3) ................... . CURB OUTLET (MODIFIED SEE DETAIL ON SHEET 3 ................. D-25 6" STANDARD CURB ...................................................................... G-1 6" CURB AND GUTTER TYPE "G" ................................................. G-2 5' CONCRETE SIDEWALK (ONSITE) .............................................•... G-7 CONCRETE CROSS GUTTER. ...................................................... *'•G-12 3' WIDE CONCRETE RIBBON GUTTER (SEE DETAIL, SHT 3) .......... . CONCRETE DRIVEWAY (6-16' WIDE & 6-24' WIDE .............. "*G-14A PEDESTRIAN RAMP (TYPE -A) ...............................................•.... G-27 STREET LIGHT (5,500 PUPIL LUMEN / 40 WATT HEl) ............. *"E-1 STOP SIGN (MOUNTED ON STREET NAME SIGN POST).CALTRANS R-1 STREET NAME SIGN ........................................•................................. BLUE RAISED PAVEMENT MARKER ................................................. M-19 STOP BAR AND STOP LEGEND .................................... CAL TRANS 6-36 STREET SURVEY MONUMENT .......................................................... M-10 SYMBOL --5---5- --5---5- QA.H. O co ® --w---w- --- I © I 1>1--::::-~ r-----0 1,)-<_ :-< )-() -ZI ··,., . '• .. •,-.. ',. 11---r ~ [Q] Io I ~ D __jLJL ' V I I = STOP .& ALL STANDARD DRAWING ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. • CITY OF CARLSBAD STANDARD DRAWINGS. ° CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING. .,, (SDRSD) AS PER CARLSBAD MODIFICATIONS. QUANTITY 358 LF 779 LF 11 EA 1 EA 37 EA 1,218 LF 12 EA 6 EA 5 EA 4 EA 11 EA 37 EA 1 EA 4,216 SF 7,514 SF 10,609 SF 2,550 SF 11,010 SF 1.291 LF 1,316 LF 6,669 SF 480 SF 2 EA 1,103 LF 3 EA 323 LF 1 EA 1 EA 2 EA 1 EA 1 EA 35,422 SF 42,961 SF 42,981 SF 2.235 SF 3 EA 177 LF 2,382 LF 9,640 SF B36 SF 414 SF 2,660 SF 4 EA 4 EA 4 EA 4 EA 4 EA 4 EA 4 EA BUILDINGS 13, 14, 15, 21, 22, AND 23 REQUIRE SEWER BACK FLOW DEVICES ON THE SEWER LATERAL CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQ_UIREMENTS I.E N15'15'04"E QUOTED BEARINGS FROM REFERANCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEMS. DWG. N0.433-3 YAMAMOTO PROPERTY (CT 04-01) DWG. N0.387-1 CARNATION PROPERTY (CT 96-16) DWG. N0.335-5 BLACK RAIL ROAD (PD 421) NO. OF F.H.(S)_4_F.FLOW 2750 G.P.M. OUT OF_2_F.H.(S). _/ZL...-{~ (2 ./?-/,?., ,' BLD" SPRINKL~@'No ... F.FLOW __ G.P.M. P.E. 43,5//3 EXP. G,-::0-15 DATE tr:t:!f-/~*/,___ ~R_E_V_IE_W_E_D_B_Y_:-------------11 THE COMBINED SCALE FACTOR AT STATION 'CLSB-046. IS 0.999950310. GRIND DISTANCE=GROUND DISTANCE X COMBINED SCALE FACTOR. BENCH MARK SURVEY CONTROL STATION PT. NO. 46 NAMED: CLSB-046 PER RECORD OF SURVEY NO. 17271. WELL MONUMENT MARKED LS 5667 AT THE INTERSECTION BLACK RAIL RD. AND MARTINGALE CT. NGVD 29 ELEV = 342.7 4 7' PROJECT LOCATION THIS PROJECT IS LOCATED W1THIN ASSESSORS PARCEL NUMBER($) 215-040-0J-OO THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1986 E 6246 ---~=------ DWG. N0.397-4 TABATA PROPERTY (CT 00-13) DWG. N0.401-5 AVIARA POINTE (CT 99-10) DWG. N0.377-5 AVIARA PA 23 CRISTALLA (CT 97-20) DWG. NO 322-7 NIGHTSHADE ROAD (CT 90-15) (1 'JJ <ZL ~S-5{11 IN~TOR' V. DATE 1-----+---+------------t---t----t-----t-------tl SHElET I CITY OF CARLSBAD rsm=ml2 ::=:::::=:::'.-':::::=:::::::EN=G::::IN::::E:::E::::R:::::IN:::G:::::::DE:::P=A:::::R:::::TM:::E::N:::T==:::...:L____13_j==~ IMPROVEMENT PLANS FOR: MOROYA TITLE SHEE'l' APPROVED.~~ XUn l$JL. GLEN K. ENGINEERING'MANAGER PE 41204 EXPIRES 3/31/13 f-=-,-.,.,-j---=--c-+-,:---:c-c-=-:---:-:c=----------+---1---+---1-----1 i'Z•(G,-/o I.'<: 1.5 /l\ (,\$ f.o(l({.;( OWN BY: JG PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY DM ~•• ENaINErn oF woRK REVISION DESCRIPTION OTHER APPROVAL cIrY APPROVAL RVWD B/ RB ~ CT 06-27 VAN PESKI 10/,-,/11 6ATE DRAWING NO. 471-7 ;:~ I ~......z·J.L 110111 / er oo-1a I I 01· cf 04-01 / 11 er 00-10 to; er 00-10 er 06_18 h= rABf.!rA PROPE(!rY !J ff~ YA11dAMof PROPER Y II AVJARA POJNrE w w AVJARA POJNrE SEASCAPE ::, MrP NO, :144r O l I r5 MAP I 0, :16878 II MAP No, 14618 ~ ~ MAP NO, :1461 8 SAN DIEGO GAS & ELECTRIC PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS PERMISSION IS HEREBY GRANTED TO GRADE AND CONSTRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS & ELECTRIC COMPANY'S EASEMENT(S) SUBJECT TO THE FOLLOWING CONDITIONS: 1. SU BM ITT ALS: --I / / / -7- / / / / / / \ 3) I // 5 / ER AND WATER I/ SHT 8 //1 PRIVATE STRE~T ---/---- - I / ✓ / / / / / / / / f\ oo· 06 · 49 "f crrY 017 CARLS£ VJARA PLJ.l1V1YJ1VG /IAAP !VO ' SAN DIEGO GAS & COMPANY ELECTR'C - 1340.7 ' ~D 1FIA f,l 90-15 AREJ.\ 24 U1VJ1 3 112971 - - - ---- s SHT10 PRIVATE STREET I ...J ALL WEATHER ACCESS ROAD (SEE DETAIL ON SHEET 3) ---- ALL WEATHER ACCESS ROAD FOR SDG&E (SEE DETAIL ON SHEET 3) - LOT4 OPEN SPACE 9.BAC - - =ii :;>, ~ - INDEX OF SHEETS SHEET 1 -TITLE SHEET SHEET 2 -KEY MAP SHEET 3 -TYPICAL STREET SECTIONS SHEET 4 -BLACK RAIL ROAD GRIND AND OVERLAY DETAILS, SIGNING AND STRIPING PLAN AND NOTES SHEET 5 -WATER AND SEWER IMPROVEMENT PLAN SHEET 6 -WATER AND SEWER IMPROVEMENT PLAN SHEET 7 -WATER AND SEWER IMPROVEMENT PLAN SHEET 8 -PRIVATE STREET "A" IMPROVEMENT PLAN SHEET 9 -PRIVATE DRIVE "B" IMPROVEMENT PLAN SHEET 10-PRIVATE DRIVE "c'' IMPROVEMENT PLAN SHEET 11-BLACK RAIL ROAD IMPROVEMENT PLAN SHEET 12-BLACK RAIL ROAD IMPROVEMENT PLAN - -- j ', -tj- OJ 0-j (0 (0 ? f'-.. LO 0 n • f'-.. fX) z 1.1. PERMITTEE AGREES TO SUPPLY SDG&E WITH 'AS BUILT' GRADING, IMPROVEMENT AND PROFILE PLANS TO SDG&E SPECIFICATIONS, IF REQUESTED. 1.2. PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIOR TO BLASTING , IF BLASTING IS REQUIRED. 2. PRE-CONSTRUCTION MEETINGS: SDG&E LAND MANAGEMENT REPRESENTATIVE (LMR) . .,__~---MUST BEINVITED WITH AT LEAST THREE (3) WORKING DAYS PRIOR NOTICE. ~, 3. GRADING: 3.1. AT LEAST TWENTY FOUR (24) HOURS NOTICE MUST BE GIVEN TO SDG&E'S LMR BEFORE START OF WORK. ( 3.2. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SDG&E LMR. 3.3. PERMITTEE IS RESPONSIBLE TO CALL DIG ALERT AT 1-800-227-2600 FOR ALL UNDERGROUND MARK-OUT LOCATIONS. 3.4. CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIRES AND THE NATURAL GROUND SHALL BE MAINTAINED ON ANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON AMBIENT TEMPERATURE AND LINE CURRENT. ALLCAL-OSHA REQUIREMENTS FOR CLEARANCES BETWEEN WHEN WORKING AROUND ENERGIZED ELECTRICAL FACILITIES MUST BE MAINTAINED. 3.5. NO GRADING SHALL BE ALLOWED WITHIN TEN (10) FEET OF A SINGLE WOOD POLE STRUCTURE OR ANCHOR, WITHIN FIFTEEN (15) FEET OF MUL Tl-WOOD POLES, WITHINTWENTY (20) FEET OF STEEL LATTICE TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. 3.6. SDG&E RESERVES THE RIGHT TO INSPECT AND PERFORM QUALITY CONTROL WORK DURING CONSTRUCTION. 4. SPECIAL CONDITIONS: NONE ~" ~ ~ 5. EROSION CONTROL: }-::" C[J ll] :s: -,;; ll] 1', (I) <;\] < >'\ Q tr:: j::: ~ Z..) t: ll] ✓ C[) C) C[) <;\] -r--; ~ ~ C[J < s; C) ]-.., 5.1. ALL DISTURBED AND CREATED SLOPES, WITHIN THE SDG&E TRANSMISSION EASEMENT.SHALL BE HYDRO-SEEDED OR PLANTED BY PERMITTEE WITH AN SDG&E APPROVED MIX. 5.2. ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF SDG&E EASEMENT AND ACCESS ROADS. 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT.MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SDG&E FEE OWNED PROPERTY. 7. ACCESS: 7.1. ACCESS TO ALL SDG&E FACILITIES SHALL BE MAINTAINED AT ALL TIMES. ALL COSTS ASSOCIATED WITH RESTORATION OF ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY PERMITTEE. 7.2. ALL GATES SHALL PROVIDE FOR SDG&E ACCESS BY PADLOCK, LOCK-BOX OR KEYED BYPASS BOTH DURING AND UPON COMPLETION OR CONSTRUCTION. LOCATION AND CONSTRUCTION OF GATES TO BE APPROVED BY SDG&E LMR. 8. OUTSTANDING AGREEMENTS: PERMITTEE AGREES TO PAY FOR, SIGN AND/OR HAVE SIGNED ALLCONSENT AGREEMENTS, CONSENT TO USE LAND AGREEMENTS AND /OR JOINT USE AGREEMETNS BETWEEN SDG&E AND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON THESDG&E EASEMENTS. SAID AGREEMENTS WILL BE SUBJECT TO THE REVOABILITY CLAUSE AS STATED IN THE CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDER 69-C AS SHOWN ON WEB SITE: http: //www.cpuc.ca.gov/PUBLISHED/GRAPHICS/645.pdf. 9. INDEMNIFICATION: 9.1. PERMITTEE AGREES TO ASSUME ALL RISH OF LOSS, DAMAGE TO PROPERTY AND/OR INJURY AND/OR DEATH TO PERSONS, AND TO INDEMNIFY AND HOLD SDG&E HARMLESS FROM ANY AND ALL LIABILITY IN ANY WAY ARISING FROM THE PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. 9.2, SDG&E SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, DRAINAGE AND/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OWNED BY OR WORKING ON BEHALF OF SDG&E. 10. TERMS AND CONDITIONS: THE TERMS AND CONDITIONS OF THIS APPROVAL SHALL BENEFIT AND BIND PERMITTEE ITS SUCCESSORS, ASSIGNS, AGENTS OR CONTRACTORS. 11. CONTACT: FRED CLARK, LANDS MANAGEMENT REPRESENTATIVE AT 858-654-1201. GRAPHIC SCALE 60 0 30 60 l"""al..,-.::.::.I _,_, ~II ( IN FEET ) 1 inch = 60 fl. KEY J\!IAP 120 ! P.E. ~8(c;j EXP. C,-30·(5 DATE REVIEWED BY: a.1J.~ ~~TOR DATE ~ CITY OF CARLSBAD t-----,---+-----------------+----+---+---+----1 ~ ENGINEERING DEPARTMENT t-----,---+-----------------+----+---+---+----1 ~ L.lU IMPROVEMEN'l' PLANS FOR: By: f?l/l!kf'-Dale:1<1•07-7.dl REVIEWED BY: 1fUROYA KEY MAP Name: Richard C. Brasher R.C.E.: 43819 exp: 6-30-2013 9PANGAEA FRED CLARK LAND MANAGEMENT REPRESENTATIVE VALID FOR 18 MONTHS FROM SIGNATURE LANO CON,ULTANTS, lNC. APPROVE~:-,/ 2.., /, _/}, ,/ GLEN K. VAt,j PESKI ,6_,_ ~ ~~--_/Pllq/it 1--....,...-=-1~~-+--,,--,-~,-,-,~-----------+---+---+---+----I E-N-GI-N-EE-R~IN°·~M~A~NA~G~ER~P~E =4.,_12~0~4 EXPIRES 3 31 13 DATE F12=-·/ccC,~-/"'J'+-'~cc;t3=-,.-+'-""'-'Ac..c.~=....c{3ccl/cclccl.,_r __________ ---<l----+--+---I----I ~--D~W~N;=~BY~:':::::':J;:'.o'::=:=;';:::'.'::::::'.::P~R~~EC~T~::::::'::'::::'::;';:==":=::::::=~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DM ~ OJ NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RE CT 06-27 4 71-7 ENGINEER OF WORK 110111 rv ~ 0 C') -.i::,. I-" -..J rv t->- .!.i TYPICAL Sm££T LIGHT~ 58' PVT_ STREU GENERAL UllUTY AND ACCESS ESMT. r• r--;[1•-= RI J6' 1, II' t ,?. ~-;~ . 1/<,'-:;;,;,"-1- ·<Y -I 18' 1 18' I , 05' -0.5 2% ' 4"AC t"AveMGN< CONCRETE WALK ?"A~eGA,e (TYPICAL} JOINT UllUTY TRENCH (J' MOE X 5' DEEP} WHITE SAGE WAY PRIVATE LOCAL STREET NTS I VARIES J6'-40' I •r GENER;, UllUTY A:O A~~~:: ~:.~:2, t -1' , [VARIES 6'-/0' 6' c 24' PRIV.JE DRIVE r- 1 12· , 12· I. HOLL YLEAF COURT NTS ,f 40' GENERAL UTILITY AND ACCESS ESMT. ti 1 18' I 22' 1 6' r· .?4' PRIV. TE DRIVE ~r 12· 12' I R(W R/W Jc_ __________ __,6',C'.0_' :,:PU::.::8:.:::Llc:_C__:_R:.,_IW-:_ ___________ tl JO' JO' i 10' I J' , '/7' /4' 6' I f sc-,,. :r 4.5' ~• 5.5' r1 •Sff SHEU 4 FOR DETAILS 1• f 5·5' r4·5 ' ~~11f,1111 :§ ~ ANO LOGA TIONS OF OV£RLA Y ri· \ \ 11 '-:/111~.~,+-[AND GRINDING AND CAPPING r ,,,, ~-111~ ~,, , ?% 0 11~ _2x_ 2x 2¾ ~ -~· iJ. ~ . , .. ~·~~i===~§===~===~=-~===Q <\_:'> ~• G .. •~ n· \ . .;,,'7' .,,.,:..'~--~ . .:-~"'-. ._,,,-1-i-:-&P ""·¾ _/fD....EXISTING 12" 'f' WATER MAIN EXISTING 18''..&'\_, -11h..EXISTING 18" WATER MAIN 'f' -'f'-RECLAIMED WATER MAIN BOECO COPOLYMER Fr' POLYPROPYLENE STEP OR EQUAL TYP£ "G" CURB & G TTER A.C. PAVEMENT ANO BASE SAW CUT . PROPOSED MODIFIED PROPOSED NEW IMP.'[ IMPROVEMENTS EXISITNG EXISTING 8" SEWER MAIN EXISTING IMPROVEMENTS IMPROVEMENTS PER DWG 335-5 MARCON PRECAST ACCESS HOLE SHAFT OR EQUAL BLACK RAIL ROAD PROVIDE LANDING MTH J' DIAMETER ACCESS OPENING. ALIGN OPENING 810-SWALE~ DESIGN SPEED 30 MPH, T.I.= 6.0 NTS A,._ :f----4'---, A j 4' 27. l '"'-B AN-D GU-TTER ~ PER G-2 ~ II 2.0¾ TO ALLOW UNIMPEDED VIEW OF THE INVERT FROM THE TOP OF THE CLEAi/OUT. ~ ETAL EDGE PER 0-25 0TH FRONT ANO BACK J.oo"'.t : ·:,.2.:. :.-,~ l J.o" STREET sLoPE 27. BIO-SWALE-..., . ...__ ,._1L4":1' SLOPE < <, ' • ' ~-•· :· ·::'i:'4.'0'''"•.':s-~ '•t.5' MOE GUTTER I · • J · · ... ·... PER G-2 @ 8.86¾ ·· · SLOPE SECTION A-A N,T.S. ALL CONSTRUCTION DETAIL PER 0-25 WITH -4' DIAMETER - ~-J'---1 --5' ---"" -, C IB~~AX 2' OR J' CONE _L 10.94' 8" MODIFIED TYPE "A-5" CLEAi/OUT Y-5' MODIFIED REVERSE CURB OUTLET (PER D-25) DETAIL DEEP SEWER MANHOLE N.T.S. FOR MANHOLE NUMBER 7 (16.94 FEET DEEP) NOTE: N.T.S. NOTE: 19.7" +-t 'rr-,. rr-c.:__ 3.3" ~0.9" '-----2.4" SPECIFICATIONS UNIT SIZE -20" X 20" X 1" UNIT WEIGHT -18 OZ. OR 4.5 POUNDS STRENGTH -5720 PSI COLOR -BLACK (STANDARD) RESIN -HOPE (WITH SOME POST-CONSUMER RECYCLED CONTENT) SEE ENLARGEMENT BELOW ~ HYDROGROW MIX BELOW RING .,.--;..I ~ SUPPLIED FREE BY MANUFAC11JRER -RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) ICOMPACTED SANDY GRAVEL ROAD BASE 95% MODIFIED PRDefOR DENSITY -12 INCHES DEPTH OF BASE COURSE COMPACTED SUBGRADE, SECTION ----------TOP QF GRASS ROOT MASS II (1/4'') ABOVE TOP OF RING ~$:@J~@l1~1m? GRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS ~ ROOT MASS TO FILL iliiiiaB~J ..... _ ~:~:::~:~2 SANDY GRAVEL BASE COURSE ENLARGEMENT NOTE: GRASS/PLANT TYPES PER THE LANDSCAPE ARCHITECT CONTRACTOR SHALL USE "INVISIBLE STRUCTURE, INC. GRASSPAVE 2" OR EQUIVALENT www. in visibl estru ctures. com/ grasspave2. html ('.,<,s, s?·,, ''0-s<.~ CURB OUrLET ro BE MODIFIED ro DRAIN A WA y FROM THE STREET PER TIHS DETAIL. Tl-IE CURB OUrLET WILL NOT /-IA VE A MANHOLE COVEFI. /. SEE SDRSD D-10 & D-11 FOR ADDITIONAL DETAILS & NOTES 2. MANHOLE TO BE PVC LINED, SEE 5-IA FOR ADDITIONAL DETAILS & NOTES TYPICAL ALL WEATHER ACCESS ROAD (GRASSPAVE 2) DETAIL '7,? '?..;- N.T.S. SEE SHEETS 5, 7, 8 AND 10 FOR LOCATION OF OF ALL WEATHER ACCESS ROADS E)<(&<fNG CU<'fC3 AN(.J 8(f.X:WAlt": CONCRETE WALK (TYPICAL) PORTION MEANDERS 111/ERE SHOWN ON PLAN PEDESTRIAN RAMP PER 0-27 TYPE 'A' SIGHT DISTANCE TRIANGLE VEGETATION, SLOPE & ETC.) REMOVE e)</o<ING C(.((<:(;3 ANQ &t{.JeWAlt; (NSl'AlL NGW CUt<:13 .StlOEWAll'; ANt-7 tl'AMP {7'''!: S.8't s.s· 1 5.o' 7.o • f!.AMP lANO C'!.AN.? SCO/'i;G LING. SI\WCUT, l'f:8v(OVG ANQ l'f:(.;("(.,:",CG W(T(-,' New CU/<?(3 &(<OeW,:",llt. SWEEJCLOVER LANE NTS HOLLYLEAF COURT AND SWEETCLOVER LANE PAVEMENT SECTION NOTE: PAVEMENT SECTION -T.I.= 5.0 -MIN. 4" AC / MIN. 6" AB (SEE STREET NOTE NUMBER 1) DESIGN SPEED = 25 MPH TYPICAL CORNER LOT STRUCTURAL SECTION BASED ON A MINIMUM 4" AC AND BASE DETERMINED BY IN-SITU SUB-BASE R-VALUES AND T,I. OF 4.5 MINIMUM PER CARLSBAD ENGINEERING STANDARDS, VOL. 1, CHAPT. 4, SECT. 6.8 SIGHT DISTANCE SETBACK LAND CONSUL rANTS, l NC GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP SCALE: 1 "= 20' 2" FIRE SERVICE TO HOUSE 2" FIRE SERVICE TO HOUSE ,.._ r I" COPPER SERVICE TO HOUSE 1" COPP£R SER VICE /"METER =t=::~'.".'O'.".'H'.".'OU'.".'S'.".'E='.".' STREET 1" WATER SERVICE , MIN J' __ 1 I" DCV -- . ::~~: -. . . , ·· .;ioi~Ai./' . . . ' .. . .. -. . ... : . : CURB GUTTER 1" WATER SERVICE LB" WATER MAIN TYPICAL WATER SERVICE / METER LOCATION N.T.S. NOTE: /. /" DOMESTIC WATER SERVICE CONNECTION WITH FIRE SPRINl<LER SYSTEM PER W-3A 2. METER TO BE SET 8£1·/IND CUR8 Wf-!EN SIDEWALK IS NON-CONTIGUOS OR NO SIDEWALK 3. METER TO 8E SET BEHIND THE SIDEWALK WHEN ff-IE SIDEWALK IS CONTIGUOUS WITH T/-IE CURB. 4. DOUBLE Cf-lECK VAL VE METER BOX TO BE SET I. O' BEHIND WATER METER BOX. 5. MULTIPLE WATEFI SERVICES/ METERS TO BE SPACED 2' APART MINIMUM. 4" SERVICE TO HOUSE, I I ~ MIN 3' ------ .siD£WALK, .· .. CLEANOUT . . . . 1' J__ GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP - - - CLEAi/OUT -'_[ .. Sl;t;WALI<:: . . .• .:· ,, r.·.· ... :· .. CONfflACTOR TO STAMP "S"';;;~~~:~~~-----~~~-""1~~~~~RB IN GURB FAGE ..._ 4" SEWER STREET 4" SEWER LATERAL LATERAL t:8" SEWER MAIN 8" SEWER MAIN TYPICAL SEWER LATERAL / CLEAN OUT LOCATION N.T.S. NOTE: 1. 4" SEWER LATERAL AND CLEANOUT PER 5-7. 2. SEWER LA TERAL CLEAN OUT TO BE SET ONE FOOT BEHIND T/-IE CURB WHEN T/-IE SIDEWALK IS NON-CONTIGUOUS OR NO SIDEWALK. 3. SEWER LATERAL CLEANOUT TO BE SET ONE FOO[ 8EIIIND TrlE SIDEWALK W/-IEN T/-IE SIDEWALK IS CONTIGUOUS TO T/-/E CUF?B. 4. MUL T!PLE SEWER LATERALS TO BE SPACED 2' APART MINIMUM. At<:GA --SC~G GtfOOVcS ('(r,f;') 24' "' [ND PARALLEL HC {0.'5/ CURB 24' MIDDLE PARALLEL to.s' (0.tJ' 24' "' [NO PARALLEL to.S' PERPENDICULAR/PARALLEL PARKrNG DETAIL -' ,. ' ,. . " \ ., . , ,: A • •<I ·•-~~-,-,.~, ,-,~_,:1 Ii' , . , ", l\l f) o, a.s· CURB l --'----' 8Tb..NDt>..R..D SPACE'. "AS BU IL T" M~e--- P.E. 4:86(() EXP. e,. 30. (.;;, DATE REVIEWED BY: a ?J. i-·L ~dToR DATE iSHEITJ CITY OF CARLSBAD 1---1--+---------------+--+----t-----t---J LJ.:_j ENGINEERING DEPARTMENT 1----1---1----------------t---t--+--r--i A&·t3U(li DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MUROYA TYPICAL STREET SECTIONS AND DETAJLS APPROVED~// i 'Zltn J1tl,-GLEN K. :;N ~ESKI ENGINEERINhANAGER PE 41204 EXPIRES 3 31 13 ~P-- DWN BY: JG PROJECT NO. DRAWING NO. CHKD BY: DM ,:.,J RVWD BY: RE CT 06-27 471-7 110111 0 w~ 0 G1 .....i::i,. ..... -.J I\) ..... I -.J VARIES 1.5' -3.5' STANDARD AC PAVEMENT AND BASE SECTION 20' VARIES /5' -17' OVERLAY THICKNESS PER TABLE f GRIND (THICKNESS PER TABLE) STANDARD AC PAVEMENT AND BASE SECTION , 1.5', 20' I 7' 1" AC CAP f NEW CURB & GUTTER ~ ' NEW 2% GRADE ~;l~TiN;-r I 1" OVERLAY , SLOPE VARIES NEW CURB & GUTTER~ ' 5"/2 OVER GRINDED I SURFACE I GRIND 1" SLOPE VARIES 6" STATION OVERLAY 11,50,00 17+75,00 18+00,00 18+25.00 18+50,00 18+75,00 STATION OVERLAY 22+75,00 23,00,00 23+25,00 23+50,00 23+75,00 24+00.00 24+25.00 24+50,00 24+75,00 25+00,00 OVERLAY 25+25.00 25+50,00 25+75,00 26f00,00 26'25,00 26+50.00 26+75,00 27+00,00 STATION OVERLAY PAVEMENT SAWCUT NEW BASE GRIND EXISTING PAVEMENT AT THE CENTERLINE TO ALLOW FOR 1 " AC CAP NEW BASE NEW 2% GRADE SAWCUT EXISTING PAVEMENT BLACK RAIL ROAD TYPICAL EXISTING PAVEMENT OVERLAY DETAIL (OVERLAY THICKNESS & SAW CUT LOCATION PER TABLE) CENTER LINE 1.0" 1.ou 1.0" 1.0" 1.0" 1.0" CENTERLINE 1.0" 1.0" 1.0" 1.0" 1.0" 1.0" 1.0" 1.0" 1.011 1.0" 1.0" 1.0" 1.0" 1.011 1.011 1.0" 1.011 1.0" CENTER LINE 17.00' LEFT l,()" 4.2" 3 _()" l,()'' 1.4" 1,1/' 16.00' LEFT l,()'' 2.5" 2.5" 3.6" 4,1/' 2.4'1 2.4" 2.11' 3.811 1.0" 1,0" 1.211 3,CJ' 1.9" 3,CJ' 1.3" 1.t1 1.4" 15.00' LEFT NOTE: 1, REMOVAL AND REPLACEMENT OF THE EXISTING PAVEMENT AND BASE NOT SPECIFICALLY SHOWN ON THE IMPROVEMENT PLAN WILL BE AT THE DISCRETION OF THE INSPECTOR DURING CONSTRUCTION. THE INSPECTOR MAY REQUIRE CORING THE EXISTING PAVEMENT, AT THE DEVELOPER'S EXPENSE, IN ORDER TO MAKE A DETERMINATION OF THE EXISTING PAVEMENT AND BASE SECTIONS ARE ADEQUATE, STATION GRIND/ AND CAP WITH 1" OF AC 11-,00,00 17+25,00 17t50.00 GRIND/ AND CAP WITH 1" OF AC 19+00,00 19+25,00 l'H-50,00 GRIND/ AND CAP WITH 1" OF AC 21+75.00 22100,00 BLACK RAIL ROAD TYPICAL EXISTING PAVEMENT GRIND & CAP DETAIL (GRINDING THICKNESS & SAW CUT LOCATION PER TABLE) CENTERLINE 17.00" LEFT 1.CJ' 1.0'1 1.0" 1.CJ' l,CJ' 1.CJ' 1,CJ' 1.CJ' 2.t' 1.0" LCJ' 1.(1' 1,CJ' 1" 2.2" 22+25.00 1.CJ' 1,0" EXISTING PAVEMENT AREAS WITH CROSS SLOPES LESS THAN 1.5% ·---··-· -----·-----·-·---~---·-· ··-,. __ GRIND EXITING AC PAVEMENTTOTHE DEPTHS SHOWN ON THE TABLE ABOVE TO IN CREASE THE PAVEMENT CROSS SLOPE AND CAP WITH 1" ---··------ OF AC PAVEMENT (SEEl'/IPICALGRINDAND CAP DETAIL) SEWER LATERAL TABLE 27,25,00 1.0" l.CJ' BUILDING LATERAL STATION LATERAL LENGTH INVERT AT MAIN INVERT AT END LATERAL SLOPE _ BACK FLOW DEVICE 27+50.00 1.0" 1.7'' 27+75,00 1.0'' 1.1" 28+00,00 1.0•1 1,CJ' 28+25,00 1.0" 1.111 28+49.00 1.0" 1.0'' EXISTING PAV ENI ENT AR~ _'iVITl-l CROSS _$LO PES_STEEP E_R !HP.N 2,5JG - ~IND_E_XrflNGAC PAVEMENTAT JHE CENTER_~l_NE_TIJ,_IILLOW FOR 1" A~_ CAP AND OVERLAY THE TIIE REMAINDrR TO THE DEPTHS SHOWN IN THE --· -------·-· ---... ·-··------ TABLE ABOVE (SEE EXISTING PAVEMENT OVERLAY DETAIL) By: ~Dote-/O·OZ·Zg/ Nome: Ricliord C, Brasher R,C,E.: 43819 exp: 6-30-2013 9PANGAE~ lANLJ CONSULTAN r $, INC. - . 1 10+97.42 12,5 2 10+99,30 -12.2 3 11'>01. 17 11,9 4 11+83,00 . 48,0 5 11+87:00 55.8 6 11+89.00 58,6 7 11+96.00 55,7 8 12+00,00 24.8 - 9 11+93,00 72,5 10 11+91.00 67,9 11 - -11+85,00 50,5 12 11+04.13 24,0 13 10+73,00 29,6 14 10+15,00 46,1 15 10+13,00 46,7 . 16 09+27,00 G,,4 . 17 09+25,00 (;.4 18 09+23.00 G.4 19 09+19,00 21,0 20 09+21.00 21,0 21 10+63,00 31.9 22 10+65,00 31.4 . 23 10+67,00 ·30,9 24 11+92,00 29,0 25 11+94,00 29,0 26 11+96.,00 29,0 27 11+.98,00 29.0 28 10+63,00 29,0 29 11+25.00 29,0 30 10+91,00 10.8 -31 11+29,00 _10.8 32 11+31.00 10,8 33 12+51.70 10.8 34 12+53,70 10,8 35 19+00,00 30,0 36 18+97.00 . 30.0 37 18+94,00 30,0 328,95 332,30 17,20% . -~JO 329,03 332.30 . 16,97% NO 329, 11 332,30 16,72% NO 331.20 I 334,80 5,00% NO 331.28 334,80 4,16% NO 331.32 334,80 . . . 3,89% ·No 331.44 334.80 3.88% NO 331.60 · 334.80 12.90% NO_ 331.40 334,80 3,03% NO 331,36 334.80 3.30% NO 331,24 . . 334,80 4.6.7% . NO 329,24 332.50 8,58% NO 316,75 323,00 17,06% YES 315.75 321.00 8,79% YES 315, 71 321.00 8.76% YES "313,87 -ol:O,CO -74,30% NO 313,83 ,31:0.C>o 74.70% NO 313.79 .320,(Xl 75.10% NO 313.71 322,50 36,14% NO 313.67 322,50 -36.33% NO 316,71 322,70 15,02% YES 316:75 322.70 15.13% YES 316.79 322,70 15,24% YES 319.40 327,50 23,79% NO 319.44 327,50" 23,66 NO 319.48 327,50 23,52% NO 319:52 327,50 23.38% NO 323.43 331.90 25,07% NO 323,84 329.70 16,07% NO 324.34 330,90 49,63% NO 324.40 _ 329,50 36, 11.% NO 324.43 329,50 -35.83% NO -326.23 327,65 2.00% NO 326.26 327,68 2.00% NO 323.73 332,30 24.57% NO 323.55 . 332,30 25.17%, NO - 323,53 ";J32.30 _ 25,23% NO r . [_ 4" DOU BL YELLOW CEN TE LINE PER CAL TIANS DETAIL 22 EXISTING SIGN """-J6 & 40' GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP SITE DISTANCE SETBACK LOT 1 SITE DISTANCE SETBACK LY LEAF COURT STA: 10+54.00 STOP SIGN AND DOUBLE STREET NAME SIGN SAME 'POL LOT 1 SITE DISTANCE SETBACK I 31' GENERAL UTILITY AND ACCESS EASEMENT PER FINAL MAP STO :" I J6 o· ,.· LOT 1 NOTE: CONmACTOR TO REMOVE EXISTING CENTERLINE STRIPE BY GRINDING OR SAND BLASTING AS REQUIRED PRIOR TO PAINTING THE NEW DOUBLE YELLOW CENTERLINE SITE DISTANCE SETBACK STA: 10+46. 00 STOP SIGN AND DOUBLE STREET NAME SIGN SAME P.QJ.£- ---------a -~~---~ ~--~·~:;.'. STOP BAR HANDICAP PARKING SITE DISTANCE STALL (SEE DETAIL SETBACK ON SHEET 3) LOT 3 GRAPHIC SCALE ~ I JO 60 120 LOT 4 -z / LEGEND 12" STOP LEGEND BAR PER CALTRANS A24E .. ,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,, ................. , ... .. STOP LEGEND PER CAL TRANS A2 4D",.""," ", "",,.",,." "" "" .. " ................ " ............. .. STOP SIGN AND DOUBLE STREET NAME SIGN SAME POLE PER CALTRANS R-1.,,,, STOP -+- 4" DOUBLE YELLOW CENTERLINE PER CALTRANS DETAIL 22 ................... ,,. ..... , ...... , === HANDICAP PARKING SPACE PER SDRS DWG M-27A (SEE DETAIL ON SHT 3) ...... .. PAINTED "RED" CURB WITH "NO PARKING FIRE LANE" PER CCMC 17.04, 13D NOTE: STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL HAVE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY FIVE (25) FEET. LETTERING SHALL BE OF BLOCK STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT WITH A STOKE OF NOT LESS THAN 3/ 4" INCH, AND SHALL BE WHITE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST SIX (6) INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT, * I 1 ! ( IN FEET ) 1 inch = 60 !t. SIGNING AND SITE DISTANCE SETf!39!---- SITE DISTANCE SETBACK ~ -,,... -o. ·~ STA: 18+50.50 STOP SIGN AND DOUBLE STREET NAME SIGN SAME POLE , .. ,,.-_.,,.:-~ ::.----- LOT 2 40' GENERAL UTILITY AND ACCESS EASEMENT PER THE FINAL MAPr------- LOT 3 LOT 4 STRIPING PLAN SIGNING AND STRIPING NOTES: 1. TIIE CONTRA Cf OR [S RESPONSIBLE FOR [NSTALLATfON OF ALL S[GN[NG AND STR!l'ING, 2. ALL SIGNING, S'IIUl'INO AND l'AVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNll'ORM TRAff!C CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION I ;\ND 2, AS AMENDED FOR USE IN CALll'ORNIA), THE CALTJ(ANS STANDAJU> SPECJFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. J, ALL S[GNJNG AND STR!l'ING [S SUilJECT TO THE APPROVAL OF THE CITY ENGINEER OR IIIS REPRESENTATIVE, PRIOR TO lNSTALLATION. 4, ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL DE APPROVED IlY THE CITY ENGINEER ORHIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5, ALL ST!Ul'ING SHALL BE REFLECTIVE PER CALTJ(ANS SPECJFICATIONS, STIU!'[NG SHALL BE REPAINTED TWO WEEKS AFTER INITIAL J>AJNTING, 6. ALL SJGNAGE SHALL BE REFLECl'lVE l'ERASTM DESIGNATION 04956 AND SHALL USE TYPE IV PRIS1v!ATIC REf/LECI'IVE SJ-IEETING (HIGH [NTENSITY PIUSMATIC OR EQUAL) UNLESS OTHER\V[SE SPECJFIED, JU-I "STOP", Rl-2 "YIELD", R2-J "SPEED LIMIT" AND STREET NAlv!E SIGNS Sf!ALL USE TYPE IX PIUSlv!ATfC CUDE-CORNER REFLECTIVE SHEETING (DfAMOND GRADE Vil' OR EQUAL). 7. LETTE!UNG ON GROUND-MOUNTED STREET NAME S[GNS ON MULT£-LANE STREETS WITH A SPEED LIMIT GREATER THAN 40 MPH SHALL BE 8" UPPER CASE AND 6" LOWER-CASE. LETTERIN"G ON GROUND-MOUNTED STlllifff NAME SIGNS ON ST!lliETS WITH A SPEED Ll/vUT OF 25 ,vil'll OR LESS SHALL DE 4" HIGH, LETTERING ON ALL GROUND-MOUNTED STREET NAlv!E SIGNS SHALL DE 6" UPPER CASE AND 4S' LOWER CASE. LETrERING SJIALL BE CAPITAL AND LOWER AND T!IEFONT SllALL IlE CLEARVIEW, SUPPEfav!ENTAL LETTERING SUCH AS SUFFIXES, BLOCK NUMDERS ANS DIRECT[ONAL AJUWWS SHALL BE AT LEAST 3" HIGH. 8. STREET NMIE SJGN IlLANKS SHALL BE FLAT (NON-EXTRUDED) AND STREET NAlv!E POSTS SHALL HE A MINl/v!UM 12 GAGE, 1-3/4" SQUA!<E TUll!NG PEil SAN DIEGO REGIONAL STANDAJU> DRAWING M-45, 9. l'!UOR TO FINAL ACCEPI"ANCE OF STREfff hvll'IWVEMENTS, ALL STllliET STJUPINO AND !v!ARKINGS Wffll!N A 500' PEJUMETER Of THE CONSTRUCT[ON PROJECf WILL BE RESTORED TO A "L[KE NEW" CONDITION, IN A MANNER MEETlNG HIE APPROVAL OF THE CITY INSPECTOR. ro. EXACT LOCATION Of STRIPING AND STOP LLvIIT LINES SHALL DE APPROVED DY THE CITY ENGINEER OIUIIS REPRESENTATIVE PRIOR TO INSTALLATION. 11. CONT!(ACTOR SHALL REMOVE ALL CONFLICTINO l'A!NTED LINES, MARKINGS AND !'A VEMENT LEGENDS BY G!UNDJNG. DEBJUS Sf!ALL HE PROMPTLY REMOVED HY THE CONTRACTOR. r2. ALL PAVEMENT LEGENDS SHALL BE Tf[E LATEST VERSION OF Tf!E CALTRANS STENCILS. rJ. Ll/vIIT LINES AND CROSSWALKS SHALL BE HELD LOCATED. CROSSWALKS SHALL HAVE IO' INSIDEDLv!ENSION UNLESS OTHERWISE SPECIFIED, 1,1. ALL CROSSWALKS, LUvllT LINES, STOP DARS, PAVEMENT ARIWIVS AND PAVE/v!ENf LEGENDS SHALL DE THERMOPLASTJC UNLESS OTHERWISE SPECIFIED. 15. FIRE HYDRANT PA VE,vlliNf .MARKEJtS SHALL CONFORM TO TIIE CALifORNIA MUTCD AND SAN DIEGO REGIONAL STANDJUU> DRAWING M-19, 16. ALL SIGNS SHALL HE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD UNLESS OTHERWISE SPECIFIED, 17, SIGN POSTS SHALL DE SQUARE PERFOJ(ATED STEEL TUillNG WITH BREAK.A WAY DASE PER SAN DIEGO REG !ONAL STANDAIU> DRA WfNG M-45. 18. IVJIEN A SIGN IS ATTACHED TO A POLE, IT SHALL IlE MOUNTED USING A STANDtUU> CITY OF CJUUSBAD APPROVED MOUNTING BJ(ACKET WITH STRAPS. 19, EXISTING S[GNS REMOVED HY THE CONT!li\CTOR SHALL HE DELIVERED BY THE CONTKACJ'Ol( TO THE CITY OF CtUUSBAD PUBLIC WORKS YARD AT 405 OAK A VE. 20, ALL S[GNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CON'fl(ACTOR EXCEPT TflOSE SIGNS Sl'EClflCAI.L Y SHOWN AS EXJSTING TO HE RELOCATED OR TO RE/v!AIN. REVIEWED BY: ~~'---- DATE '3 -S-l'f DATE 1--,r---+-----------+----+--l---+---l I SH4EET I CITY OF CARLSBAD f'SHEEfs72 ENGINEERING DEPARTMENT ~ ::=='--====:::::::::::::::::===::::::::::::====~=::::: /2-/G./3 /f?/3 A$·&{l7 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: MORO YA BLACK RAIL ROAD GRIND AND OVERLAY DETAILS SIGNING AND STRIPING PLAN AND NOTES APPROVED~, , /A-/)_./, GLEN K, VA~ PEJiKI -~~.t. w . 7Jh:J. ~ 12/.LIJ/JL ENGINEERIN MANAGER PE 41204 EXPIRES 3 31 13 DATE CHKD BY: DMd>) D N BY: JG ' I PROJECT NO, I DRAWING NO, RI/WD BY: RB CT 06-27 4 71-7 110111 -1-~~·;~;~;~;~:c:c_-1--1--1-+--1----1----1--+---1----1--1--+-+-1-1f-1--1--1-+-+-++++-+-+-+-+--l---l-l-l-+-+-+-+++++"-+'----:::cr~r1--t"'-::i-,-\ '.J l..J < • k 'i:') -i -.: ~ ·::,··1-1-+-+-+--+-+-+-+-+-l-f-+-++-+--lf-+--+-1+-+------t-t-+-+-+---+-t-t---t--1-.... -1 J c:;I ~ ~1-+-=l--l--l-+--+-+--+-l-+--+-+----l--l-(-+---l-+-l---j-+---l-+--+--j-+-+-++--l-l---+-++-+--11---+-++-+-+-+-+-+-t-+-l-t-++-t--lf--t--++-+--l-t-t-+-~;;;;;;;;~~~~~~'m~~,-ti--;!:~~~-;--t-ti-:'=::'.::"":~~:I ll--+-+-+++-----l-----l---+-+-+---l---ll---l-l-+-+-+-+--l--++-----l----+-+-+---l---l-f-f-+-+-+-+--+--+-+-+-+-+-t-+----t----tf-f-t-t-+-+---t--l-t---t--~11---.-~,.,1-TYPICAL TOP OF CURB FOR WHITE SAGE WAY ,__,'-'PROFILE SCALE. :-; 8 "' ~?:--l---l---l--1---l---l---l----1----1----l----l----1---1---f---+-+-+-+-+-+-+-~-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-t-t-t-t-l-l--i--i--iHHt-Ht-t-t-t-t-t-t-t-t-t-H EQUAL THE CENTERLINE ELEVATION +o. 04' HoRiz, l "=4o· a-!--+--+-+-+--+-+---+--+-+---+--+-+-+ J_J__--LIULULU--LU--__j_U__j_U__j_W+W+W+w-1---w+~w+w----1--w----1--+--4--1--+--4--1---H~+-~--+-~+~+H--+H--++-++H+H+H+H+H+ti+ti+ti+-H+'T11111111111111n111 n111111H VERT, 1"=a· 7+00 8+00 9+00 • "' -~&?--~ N GRAPHIC SCALE W O 20 ~ 00 ~----_ -'~i---1 ------l1 ( IN FEET ) l luoh = 40 fl ENTIRE LOT 5 IS GENERAL UTILITY AND ACCESS EASEMENT PUBLIC SEWER DATA TABLE ( # BEARING/DEL TA LENGTH RADIUS TANGENT REMARKS I 5BJ'59'09"E 30.62' --8" PVC SRO 35 2 548'18'0J"E 34.59' --8" PVC SRO 35 J 589'59'5/"E 16.17' --8" PVC SRO 35 4 589'59'5/"E 135.01' --8" PVC SRO 35 5 355'20'J5"E 126. 11' --8" PVC SRO 35 it:l!-G, 02'43'20" 9.50' 200.00' 4.75' 8'<"\C C.!Jeo C</.'i" 7 N52'J7'15"W 58.23' --8" PVC SRO 35 8 05'04'42" 55.36' 620.00' 21.49' 8" PVC SRO 35 9 N47'J2'JJ"W 38.55' --8" PVC SRO 35 10+00 PR/VA TE CENTERLINE DATA BEARING/DELTA RADIUS LENGTH 1 N55"20'J5"W -g7_ 10' 2 02'43'20" 200.00' ' g_50' J 552'J7'15"E -58.23' 4 05'04'42" 620. 00' 54. 95' 5 N47'32'JJ"W -63.13' 6 42·30'06" 120. oo· ag_ 02' 7 N89'57'21 "E -126. gJ' 10 21'29'37" IOI.OJ' 269:JO' 51.11' 6" PVC SRO 35 i'YJ 15?!> 4 -<!f * ff/IS &:..:C,,ON OF oC-WC~ 6XCelv.S (5 'covm f't<::OM FtN,S{-l(:k) St.11':R'\CG By: ~f\Jld-"'-vute:l.fJ:.Q~/ ltl 77:Jt<' 0{' <:,'' &:WEI\'(°/~-rtiG secr,ON Stic'lll <-3e cxo, Cl,'\55 ,1;;;0 Name: Richard C. Brasher R.C.E.: 43819 exp: 6-30-2013 NOTE: BUILDINGS 13, 14, 15, 21, 22 AND 23 REQUIRE SEWER BACK FLOW DEVICES ' ·' 10+00 TABLE TANGENT REMARKS 4,75' 27.4g' 46.67' 11+00 WHITE SAGE WAY PUBLIC WATERLINE OA TA TABLE /1:,. BEARING/DELTA LENGTH RADIUS TANGENT REMARKS 1 , 567'3/'00"E 18.81' --8" PVC DR-18 15+00 \ SEE SHEET 8 FOR PR/VA TE STREET IMPROVEMENTS SEE DRAWING 471-7A FOR PRIVATE STORM DRAIN 16+00 \ ' \ I DRIVEWAYS CONSTRUCTED ON SHEET 8 I P.E. 48813 EXP. G -30-{5 DATE REVIEWED BY: 2 N48'J2'JJ"W 67.60' --8" PVC OR-18 ~ ~1,) . <1..)..., '3-S-l'f J N89'59'51"W 178.86' --8" PVC OR-18 i~c§P«/;iTOR ~ DATE ' ----"4'---l--------'N,"'5"-'5'2=--"0-'f''J5':-;;"",-W _+--~12'='2.-'=42';-' +-----+---------t-----:8e," ~PV,-;;:;C---:,D';';-R----':-18;;--rl-====i====i=========================i====+===+===~===~r;:I ====:-::1 =c~I~'r~·y====o:::::;F;;=C~'=A:::::;R;:;L;::S;::B::;;::A::;D;:::;-;:;I ;::;::;;:;;:;-11 1-'_5,<___f----'-'N""52e._'-"48c._~'-"5c.-'"Wc,___f-_,6'--'-Z'--''4":7.,...'-+--,---::--::-:::-:-,--+---:--=--=-=-:;---t--;:8."';:p;-cvc:C--CCDR-;:;-----:1:::8_ l---+--1------------------t---t---t----i------i SH5EET 6 4'02'05" 45.82' 650.74' 22.92' 8" PVC DR-18 ENGINEERING DEPARTMENT 2 7 N47'J2'JJ"W 71.29' -8" PVC OR-/8 ~I=M=P:::R=O=V:...EM:::E=N=T=P=LAN:::::::::::S:::F=O=R=,=======~==~ 'fl-8 42'30'06" g7_J7' 131.00' 50.95' 8" PVC DR-18 "1LfUROYA 9 S89'57'2/"E 113.42' -8" PVC DR-18 lVl APPROVED,$)? )( J/4-,n _a~LEN K. _v;i PESKI ENGINEERING MANAGER PE 41204 EXPIRES 3131 /13 ~ 12-/G-13 !'?ta /1\ A& ,!.3litl, DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: JG PROJECT NO. DRAWING NO. ~~~g ~~; :' w7 CT 06-27 471-7 • 110111 CJ1 ~ 0 G') -~ ..... -..J t-) ..... I -..J ~ D n• [-I ')ii. a )... zl;j'4-&-(4-f/4 6 ~ :g-" ! ~ " <3 u "' f,'-f:/ ~ ,: "' ,:!; I::) 'j 'I-'I-" ~ -G ~ .,-; -~ ~Q Ii~ .,-; :B" "l :::i -iii"' er; -. r ' . C5 "' Vi-, Flt --I+ \,,! D ' f:V ' ;5. 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PRIVATE CENTERLINE DATA \#I BEARING/DEL TA RADIUS LENGTH I N55'2D'J5"W -97.10' 2 02'4J'20" 200.00' 9.50' J S52"J7'15"E -58.23' 4 05'04'42" 620.00' 54.95' 5 N47'J2'JJ"W -63.1 J' 6 42'J0'06" 120. OD' 89. 02' ~1'0' ESS / o,-., ,.<:, C < $' 'll) -6'-?, ~ /;;~ '11~ -o2 No. 43619 \;l ill ~ Exp. 6/30/13 !;/ * * 7 N89'57'21"E -126.93' o>, "'v'"• . .;-"' -11: <F', I: OF CALI~ By. _ J?P/J?~ate:/0-QJ.2.o// Name: Richard C. Brasher R.C.E.: 43819 exp: 6-30-2013 ... )PANGAEA ~ LANOCONSUlTA.HS,INC. · 10 r:"t--t--t--t--t-t-+-+--+-t-t---t--t---+-t----i-t--1, ;_t-,-_t-t-~!"',,-+---+-+--"~01~ ~ :~ ' 3-"'l U rv ~ : ; ~ec0'1-t-+-+--+--+-+-+----l-t-+-+--t--+--+-t--1-1t--'--+-t-----l-t--t--+--+--t--+-+--t----lf--< -l--+-+-+-+--l----l---1---ll--l--+-+-++-l---1---1-+-+-+-++-+-+-+-t-+-+-+++-t--t-j-t-+-t--t-------t--t--f-11,,"ir'."t./~ -:. :; ~j f-"J {j ~~-e---t---r--+--t-+--+--+--e---i---■ WHITE SAGE WAY TABLE PRIVATE CURB DA TA TABLE TANGENT REMARKS BEARING/DEL TA RADIUS LENGTH TANGENT 213'09'/2" J8.00' 141.J7' 127.66' 4.75' 2 SJ8'45'59"E -50.00' - J 16'34 'J7" 100.00' 28.9J' 14.57' 21.49' 4 S55'2D'J5"E -9.80' - 5 02'4J'20" 218.00' 10.36' 5.18' 46.67' 6 N52'J7'15"W -58.23' - 7 04'06'15" 6J8.DD' 45.70' 22.86' 8 101'47'42" JD.DO' 5J.JD' J6.91' 9 92'59'44" JO.DO' 48.69' 31.61' ID J4 ·17'13" 102.00' 61.04' 31.46' S89'57'21 "W -76.92' - 12 S89,'57'21 "W -60.80' - 13 81'04'JJ" Jo. oo· 42.45' 2s 66' 14 75'J1 ·21" JD.OD' J9.54' 23.24' 15 79·05'59" 1J8.00' 46.00' 23.22' 16 S47'J2'JJ"E -63./J' - 17 05'04'42" 602.00' 5J.J6' 26.70' 18 S52'J7'15"E -58.23' - 19 02'4J'20" 182.0D' 8.65' 4.32' 20 N55'20'J5"W -9.80' - 21 16'34'36" /OD.DO' 28.9J' 14.57' 22 N 71'55'11 "W -50.00' DESCRIPTION 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER 6" TYPE G CURB & GUTTER SEE SHEET 5 FOR WATER AND SEWER IMPROVEMENTS SEE DRAWING 471-lA FOR PRIVATE STORM DRAIN "AS BUil T" i?dl~.f....., tZ-t?-!3 ' DATE REVIEWED BY: IN~f#=, DATE 1------,f----t-----------+-----t--t---+----t I SHBEET I CITY OF CARLS BAD ~2 ENGINEERING DEPARTMENT ~ ~='.-==========='--'=== /2-/G,./:!, ~ta 11, A$-0lt<lr5 OA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS F'OR: MUROYA WHITE SAGE WAY APPROVE~: v 2/, A__/, GLEN K. VAN PESKI WI ,6_,_ y/2,;1 ~L~~ '~~-19/iflJ/fl ENGINEERINMANAGER PE 41204 EXPIRES 3/31/13 -[)Afr- DWN BY: JG CHKD BY: DM~ RVWD BY: RB PROJECT NO. CT 06-27 DRAWING NO. 471-7 110111 0 00 :E 0 G) -h.i:::,. ..... -..J I\) ..... 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Brasher R.C.E.: 43819 exp: 6-30-2013 .. ,PANGAEA --~ LAND CONSU~TANTS, INC I 2 J 4 5 6 7 8 9 10 11 12 13 14 15 N08"52'49"£ 15'25'23" S06'J2'J4"E 21 '01 '48"' N21"34'22"W 14 '34'52" 5I2·59'3o"E 11'03'08" N89'57'22"E N08"52'49"£ 15'25'23"' S06"32'J4"E 58J'27'26"W 506'32'34"£ 58J'27'26"W REMARKS - PR/VA TE CURB DA TA TABLE RADIUS LENGTH TANGENT DE5CRIPnON 39.25' 6" TYPE G CURB & GUTTER 288.00' 77.52' 39.00' 6" TYPE G CURB & GUTTER -9523' -6" TYPE G CURB & GUTTER 88.00' 32.JO' 16.33' 6" TYPE G CURB & GUTTER -37.44,' 6" TYPE G CURB & GUTTER liZ.00' Zb.X,' 14.33' 6" TYPE G CURB & GUTTER -1z3.rx,• 6" TYPE G CURB & GUTTER 16 17 18 19 20 21 22 2J lJ.00' 17.48' 10.35' 6" TYPE G CURB & GUTTER 24 I. 61 • 6" TYPE G CURB & GUTTER 25 40.04' 6" TYPE G CURB & GUTTER 312.00' 83.98' 42.25' 6" TYPE G CURB & GUTTER 52.23' 6" TYPE G CURB & GUTTER 18.50' 6" TYPE G CURB 50.00' 6" TYPE G CURB I9.0J' 6" TYPE G CURB 15'29'J4" N21"34'22"W 14 "34'52"' 512"59'30"£ 11'0J'08" NB9"57'22"E 90·00'00" 84 '27'46" 8/"04'33" 75·31 '21" PR/VAT£ CURB DATA TABLE CONTINUED 112.00' J0.28' 1524' 6" TYPE G CURB & GUTTER !;!7. CK;,. 6" TYPE G CURB & GUTTER &'>.CO ez.-3::>' (/, zr.. 6" TYPE G CURB & GUTTER I e::i. oe,, -6" TYPE G CURB & GUTTER 37.00' 49.76' 29.46' 6" TYPE G CURB & GUTTER 1.62' 6" TYPE G CURB & GUTTER 2.00' J.14' 2.00' 6" TYPE G CURB 2.00' 2.95' 1.82' 6" TYPE G CURB 30.00' 42.45' 25.66' 6., TYPE G CURB & GUTTER J0.00' 39.54' 23.24' 6" TYPE G CURB & GUTTER NOTE: THE SI TE DISTANCE SETBACK AREAS SHALL NOT HAW: ANY OBSTRUCTIONS INCLUDING, STRUCTURES, GRADING, WALLS, FENCES, ETC. LANDSCAPING SHALL NOT THAT EXCEED JO" IN HEIGHT. 1-Z GRAPHIC SCALE .. ~: ? 210 "'1 '10 ~-------~-1------- ( IN F'EE'f ) 1 inch = 40 !t. LOT 1 SAN DIEGO GAS & ELECTRIC COMPANY REVIEWED BY: FRED CLARK LAND MANAGEMENT REPRESENTATIVE VALID FOR 18 MONTHS FROM SIGNATURE SEE SHEET 7 FOR WA/ER AND SEWER IMPROVEMENTS SEE DRAWING 471-lA FOR PR/VA TE STORM DRAIN i'Z. -i?-(3 P.E. 4:jt!,/3 EXP. G·:30-/5 DATE REVIEWED BY: ~ff~4~<J -DATE -w CITY OF CARLSBAD ~ 1------+------------+-----------'---+-----l---l------------------l O 2 ~=='-'==::::::EN::G:::1::NE::E:::R::::IN:::::G::::::::D::EP:::::A:::R::::T::::M:::EN:::::T:::::::=:::'_l=:::::::= /2./<,.Cj ~0 II\ A5-/3/.Jllr DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: :WIUROYA SWEETCLOVER LANE IMPROVEMENTS APPROVED: /1,/ -/-, /. ✓). ,/. GLEN K. VAN PESKI At,f_t,11 --K. t,-/t,n /2~L___ Loilfl/t; ENGINEERING.MANAGER PE 41204 EXPIRES 3/31 /13 --{ij;'if'-- OWN BY: JG CHKD BY: DM v,,J RVWD BY: RE PROJECT NO. 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Brasher R.C.E.: 43819 exp: 6---30---2013 ... ,PANGAEA ~ LANDCON5ULft\NTS, 1NC. " j 1,ill 1 2 BLACK RAIL ROAD PUEI/.JC CENTERLINE DATA TABLE NOTE: SEE SHEET 4 FOR EXISTING PAVEMENT GRINDING AND OVERLAY DETAIL AND TABLE . SHOWING THICKNESS BY STATION SEE SDG&E PERMISSION NOTES ON SHEET 2 BEARING/DEL TA RAD/LIS LENGTH TANGENT REMARKS SAN DIEGO GAS & ELECTRIC COMPANY 1 Noo·oo'oo"E 731.50' PUBLIC CURB DA TA TABLE BEARING/DEL TA N02'0J'48"W RADIUS LENGTH TANGENT -105.[!8' - NOO'oJ'76"W ---565.09' --- REVIEWED BY~~ DATE/~_/,,; FRED CLARK T '7 LAND MANAGEMENT REPRESENTATIVE DESCRIPTION 6" TYPE G CURB & GUTTER VALID FOR 18 MDNTHS FROM SIGNATURE 6" TYPE G CURB & GUTTER JxJ' FACING CLASS/ RIP RAP OVER 1.0' T/-1/CK SANO BLANKET STA 21+42.15 -29.20' LT J" PVC CLEANOUT FL=339.08 COVER = JJ9. 98 19.50' J" PVC \ @ 46.26¾ ,i.00' -J" PVC @ 2.00¾ II.BJ' -J" PVC @Z.00% Tr/IS DRAIN SYSTEM PICKS UP DRAINAGE ON BLACK RAIL ROAD FOR PRIVATE WATER QUALITY TREATMENT m•s!TE BY THE BIO-RETENTION SWALE PER DRAWING 471---l(A) REVERSE SIDEWALK UNDERDRAIN DETAIL NTS "AS BU IL T" Kif~ P.E. 438{;) EXP. C,-3().(5 REVIEWED BY: IN~;gJ· ~-"==·--- V[RT: 1"=8' tZ-17-(3 DATE DATE iSHEEil CITY OF CARLSBAD ~ 1----t--+-------------~-+--t-----t---i-----i LJ.Lj ENGINEERING DEPARTMENT ~ ~~=:::::::::::::================-'====~ "Ao -!81.111..r DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLANS FOR: 1tfOROYA BLACK RAIL ROAD IMPROVEMENTS APPROVED:Q '/,,., b -/},,,,/ GLEN K. VA~ Pf SKI ,r·«~n )(, t/fh1 ~ _!P/1.1/Llt_ ENGINEERING' MANAGER PE 41204 EXPIRES 3 /31 /13 '□A fE - DWN BY: JG DATE INITIAL DATE INITIAL CHKD BY: DM&,,-J OTHER APPROVAL CITY APPROVAL RVWD BY: RB PROJECT NO. 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IJ' Jo.oo' 6" TYPE G CURB & GUTTER J 89'59'2J" JO.DO' 47.IJ' JO.OD' 6" TYPE G CURB & GUTTER 4 NOO'OJ'76"W -265.51' -6" TYPE G CURB & GUTTER * ~~ * Of' CALI' " iM By. ~~.{ Eiate: f(}•07,Zolf Nome: Richard C. Brasher R.C.E.: 43819 exp: 6-30-2013 s,PANGAE~ PUBLIC STORM DRAIN CENTERLINE DATA TABLE q)~) BEARING/DELTA I RADIUS I LENGTH I TANGENT I I NOO'OJ'/6"W I -I 40.lJ -REMARKS 2 I S89'56'44"W I -I 23.28' , -18" RCP WATER TIGHT JOINTS(/350-DJ. 18" RCP WATER TIGHT JOINTS(/350-D PUBLIC CENTERLINE DA TA TABLE J I NOO'OJ'16"W I -I 226.45' -(,f,) 4 I 60'32'54" I '30.00'I JI.JO' I 17.15' 18" RCP WATER TIGHT JOINTS(/350-D 18" F]CP WATER TIGHT JOINTS(/350-0 BEARING/DEL TA I RADIUS I LENGTH I TANGENT NOO'OO'DO"E I -I 647.11· REMARKS ' USE 4 FOOT PIPE LENGHTS WITH 5 DEGREE BEVEL BOTH ENDS LAND CONSULTANTS, INC, 29+00 NOT£: SEE SH££T 4 FOR EXISTING PA V£M£NT GRINDING AND OV£RLA Y DETAIL AND TABL£ SHOWING THICKNESS BY STA noN ✓~/}). ' ,. GRAPHIC SCALE 40 0 20 '° BO ~ I I .,._. I ! j ( IN FEET ) 1 inch = 40 ft. 25+00 10+00 "AS BU I LT" /471ft11k!-~ l?.-t7-t3 P.E. 4Je,t;) EXP . ...fL<3Q-t8 DATE REVIEWED BY: ('j '1,) ' <l..L 1N.iffiToR ~~--'3 5 ,(l( DATE ~ CITY OF CARLSBAD I SHEETS I l---t---+-------------t--1--1---i--7 ~ ENGINEERING DEPARTMENT 12 t2·tC.·t.31 ~/3 I & Aer /3l((li DATE I INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE I INITIAL DATE I INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FpR: 1\1tJROYA BLACK RAIL ROAD JMPROVEMENTS APPROVEDi~ X ~I /Jd· GLEN K. :;,N ;;;Kl ENGINEERING MANAGER PE 41204 EXPiRES3/31/13 ~F-DWN BY: JG :i,c,.) I PROJECT NO. I DRAWING NO. ~e~g ~~: :~ CT 06-27 471-7 110111 j->. 0 t\)~ 0 -.i::,. j->. --.J t\) IT" --.J