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HomeMy WebLinkAboutDWG UM-26; CT 73-13; WALNUT AV, LINCOLN ST, WASHINGTON ST; 01-031,",'ALNUT ., I, ~ ' -. J ,· . '• 1 , I 1 , i' ' . ,, ,,, I ' . . \ rt " •I ' .. ! • ' . ' '. CONSTRUCTION PLANS FOR OF IMPROVEMENT THE CARLSBAD TRACT NO. 73-13 ' "' 0 ;z g :,: rn ill rn I 1-w w ~ I- C/) :z ,_ ________________ __, e KEY MAP SCALE: I", loo' (!) :z :c Ch 1 Rf!UR£ IM~EMEJ,JTS ?.O' '20' zo·c,4> "2dlK;') ----~~"""--<---i • . 2"i' MIN AC Pt>VING 55' ~-Wm4 SEAL. COAT SEE I • ,/ NOTE Nt ~ "1EREON , , " LEVEL LINE ./ -ooo' SLOPE. ~ 12 j" 41 ~ • I • 1' \ ' • • ', 4" PC C SIDEWALK .,, "' --( e.•MIN DG BASE ON APPROVED SUB· ',, 'T'<P BOil-\ SIDES\ --' BAS£ (PRIMED) SEE NOTE: N9 ~ I-IEAEON '~-TYPE "G. CURB t GUTTER TYPICAL SECTION LINCOLN STREET ( WALNUT AVENUE) NO SCALE (TYP BOT\l 51DE5) PINE faLJ AVE . . WALNUT AVE 3 J; ,-• ~ • r ~ SITE '. 0 -, u 11: ..J CHESTNUT AVE f- "' z 0 f- (!) ,!; J: 0 <:t 0 Q: ..J <:t Q: "' <:ti&. ;;,(/) <II f- <:t VICINITY MAP SCALE I"-'=00 GENERAL NOTES l. ALL CO.~ST-W2TION S~A:.L CONcO~I" TO THE SPECIFICATIONS AN[! STANOAR-•'3 nr THE CITY OF CARLSBAD. ~ DUST CONTROL MEASURES TO 3E IN FORCE DURING c □~STRUCTION ~ND UNrlL IMPRCVlMCNT3 ARE ArCEPTEO BY THE CITY. 3. SAFETY PRECAUTIONS AND ADCQUATE BARRICADING TO BE IN FORCE AT ALL TirllS. 4. D8IVEWAY LOCATIONS TO BE APPROVED WITH CARLSBAD EN~INEERING DEPA~TMENT 3EFO~E CONrR[TE 15 ~DU~E □. 5. STREET LIGHTS FOR THI5 PROJECT WILL ~E PROVID~D BY THE DEVEcOPER, ~ND OWNED BY SAN DIEGO ~AS & ELECTRIC COMPANY. (STANDARDS TO BE LOCATED BEHIND SID[WALK) 6. 7. 8. 9. THE EX~CT LOCATJO:i OF EXISTING U~DERGROUND UTILITIES SHALL BE THF RESPONSIBILITY OF THE CONTRACTOR . EACH LOT AND ALL FACILITIES SHALL GE PROVIDED WITH ALL UN0ERG90~1JD UTILITIES. THE CDNTRACTJ~ SHALL HAVE A PRECON5TRUCTIO~ CONFERfNr[ WITH THE CITY PUBLIC WORKS INSPECTOR PRIOR TO BEGINNING WORk ON THIS PROJECT. THE PAVEMENT AND BAS[ TrllCKN~SSCS SH □W~ 0N THESE PLA'J3 IS TH~ MJNIMU~ THAT ,AY BE REQUIRED. ACTUAL PAVEMENT AND BASE THICKNESS WILL BE BASED UPON A-VALUE TESTS OF THE SUBGRPDE AFTER ROUGH GRADING HAS ~EFN COi~PLETED. 10. ALL DISTANCES FOR I1PROVEMENTS ARE IN A HORIZONTAL PLANE. 11. ANY GROUND WATER ENCOUNTERED 15 TO BE INTERCEPTED AN~ CONVEYED TO A '□INT OF DISPJSAL, ~LL AS MAY BE APPROVED BY THE CITY OF CARL~G~D. 12. A P~E~SLl~E REGULATOR SHALL BE INSTALLED FD~ EArH UATER SEHUICf 011 THE CUSTOMER SIDE OF METER UHERE PRESSURE EXCEEDS 90 P.S.I. 13. 36'' MINIMUM COVER TO TOP OF WATER M~INS. 14. Al_l SL □P:s SHALL 8[' PLA~fEU F0'1 EHOSI01•J CO~TROL IN ACCORDANCE w:TH CITY REQUIREMENTS. 15. 16. 17. 18. COIJSTR. 2'' 8.0. PER WATER DEJT. STAND~RD OWG. ND. W-8 AT ALL LOW rTs. OF WATER MAIN, AS DIRECTED SY CITY ENGINEER. CONST. 1• AIR VENT PER WATER DEPA~TMENT STANDA~D JWG. NO. W-5 AT ALL HIGH PT$. OF WATER MAIN AS CIR. BY CITY ENGINEER. SEWER BEDDING tN ACCORDANCE WITH S£CTlON 306 OF THE "STD. SPEC, FOR PUBLir W □f,1\5 COMSfR." 1~PY BE USED IN LlEU 01· THl "C.R.B." NOTED 011 PROFILES HEREIN. WATER AND SEWER SERVICES TO BE FIELD LOCATED. LOCATION TO BE SUBJELT TO APPROVAL OF THE CITY ENGINCER. 19. WHERE WATER MAIi! G □ES UNDER ~EW[R MAIN T~EHE WILL BE 6" CON". ENCASC- M[NT OF SEWER MAIN REQUIRED 6' IN LENGTH. 20. WATER GATE VALVE STEM EXTENSIONS SHALL BE INSTALLED FO~ D[FP-CUT VALVES AS REQUIRED BY CITY ENGINEER. 21. ACTUAL LOCATIC~ □-STREET AND TRAFFIC CONTROL SIGNS T □ BE AS DETER- MINED IN THE FIELD BY THE CITY ENGINEER. 22. TR~ES SHALL BE ~LANTED IN PARKWAYS UNDER THE DIRECTION Of THE DIRECTOfi OF PU13LIC WO,'l..;S. 23. APPROVA~ OF fH[S" PLANS IS SUBJECT TO ACCORDING OF THE FINAL MAP. WORK TO BE DONE THE L □l,~TRUCTIOJ o, TYPE "'3" cuIrn AND GUTTER SrlJ,J!I THUS ..... . THE CONSTRUCTION OF 2~" PSPHALTIC CONCRETC WITH 6;, D.G. BASE WITH PhlME COAT AND SEAL COAT ( SEE NOTE NO. 9) SHOWN THUS ... THE CONSTRUCTION OF 6" P.M. BEHM ............... . TYE C □~STRUCT!Oli OF 4" P.C.C. SlDEiJALk SHDU11 THUS .......... ., THE C011STRUCT!GN Df TYPE "3" ;r,LET, S.D. CO. DI.JG. 121. ..... .. -·-TH~ CONSTRUCTION OF W21R RE~LECTOR AND µOST ...... , .......... . THE CONSTRUCT!□~ OF ORNAMFNT~L STR:ET LIGHTS (26'MTG. HT.) (7000 LUMf!IS) .......... _._ ................................ . THE CLEARING AND CRUBBINC FROM PROPERTY LINE TO PROPERTY . LI~~ AS SHOWN QN THE CONSTRUCTION PLANS....... . ...... . THE CONSTRUCT!~~ OF THE CONSTRUCTION □, EXTRA STRENGTH VITRIFIED CLAY PIPE SEWER, STD. µR[r~ST ECCENTRIC CONC. MANHOLES, VITRIF'.EC· CLAi SELJER DEAD ENDS, AND CRUSHED R0C~ BEC1DING PER STC. DWG. 5-9 ... 4'' V.C.P. SEWER LATERAL (STATIONING RE- FERS TO SEWER MAIN AT WYE.; ELEV. SHOWN IS LATERAL INVERT AT P.L.) PER STD. DlJG. S-6 .................................. · ' THf CONSTRUCTION OF l" COJPER WATER S[RVIlE WITH CONCRETE · • □ METER BOX SHO'JN THUS (TO BE FIELD• 1----ow"' LOCATE O) •••................ , , •••• ,, .-••••• , THE CONSTRUCTION OF STANDARD FIRE HYDRANT 2½'' x 4'' OUTLET5 ( JAMES JOrJES J-370C) STD. W-1 .......... , . ---¢"" TH, CONSTRUCTION OF CLEArJ □UT (STD. DWG. J-3) .•.......... __ ... IQ! THE CONSTRUCTI □'I OF INLfT (STD. DWG. 0-1)... ....... ..... ..... ~ THE COIJ5TRUCT!ON OF R.C.P. OR A.C.J. ( 1350D &.1700D) ....... . THE cor,1STRUCTION OF STD. 4" P.C.C. JRIVEWAY APPROACH AND ,,. APRON SHOWfl THUS ••••••••• -, ..... ·•••••·•••••······--••····•·"'" DRIVEWAY LOCATION TO BE DETERMINED IN FI[LD PER DETAIL THIS SHEET. (STD. DIJG. R-3) THC CONSTRUCTION OF 61' CONC. MONUMENTS PER CITY CF CARLSBAD STANDARD DRAWING M-4, SHOWN THUS ............................ . -,:-..~ z'MtAI sewlwATLAT£R4L.S 6- THE CDN5TRUCT!ON OF 6'' 0 .r.c. c~oss GUTTER AND SPANDREL SHOWN THUS ............... __ .. , ....... . -c::dli:..:, ====-:.['\. j THE [JNSTRUCTION or 4 WAY STREET SIG~ DOST (2 7/8'' 0.D.) SH0W'ITHU5 •............. -, ........ . ..d . THE CO~STHUCTION Of NOT-A-THRU 3TREET 3IGN CR STOP SIGN SHOWN THUS... .. .................. : . ' ' cf -. TIIE COIJSTRIJCTI □fJ OF ~TAl·IDPRD STREET BARRICACES Arm IJARNING U D O 0 • µQ5TS 1.JITH llEFLEC'TORS SHOlJN THUS-•....... D THE CO~STRUCTION OF ASBESTOS CEl".EcJT (L LASS 150) WATER MAINS l,IJTH GATE Vi\LV,S SHO•~IJ THUS ............ . I • _.._. __ " // RECEIVED f'Re:- -CE:J\1£0 AUG 1 9 1974 CITY OF CARLSBAD ( Engineering Department If AUG 2 J l::!?4 '4rltr£R. DEer. ' ROY L. KLEMA ENGINEERS, INC. ' -------·----------------,---------------------------1 CIVIL ENGINEERS -SURVEYORS 431 HALE AVE E SCONOIOO CALIFORNIA 92025 ( 714) 745-3222 /2.,1 ,,,_ , ,i ?n ~ ~ Id• 8 · 7 3 ARLAND M WIBERG 1icW15382 DATE " fs'Hm'l CITY OF CARLSBAD· ~ l__!_j ENGINEERING DEPARTMENT ~ ,-------,,---.· ~-~ PLANS a PROFILES FOR STREET, SEWER, I WATER a DRAINAGE IMPROVEMENTS IN . CARLSBAD TRACTN°·73-f3 • I DATE-APPROVED '1,; T -;t, C-llt: -· u,-rt.•'' Ocr'I" -'.:! CJ"T'-f ~'l~"=u.,~·-----SCALES --, RE _ CITY ENGINEER VERT"~--__ : DWN-BY _ ·---I PROJECT NO I HORIZ_ ---7 DATE BY DESCRIPTION APPD CHKD BY __ DRAWING NO f----L--__)_ __________________ _,__----1 FIELD BK , ----------'· UM-'>In _, REVISIONS - \ l J . ~ -,. ' " L -0 ' . ' 0 ' = -, I . ,, -,, - j ' " ( ~ ~ "-;-s: -,;: . Q < I;. 1---.. ' '-' ~ ~ ' 'j ' ,--, ~~ -- " ' -.::1 J. ' ' ' -... :::.: ·:.-• . . .... i,-.... . . :. . 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' • ...... . .. : . :.: .... ::. ~ ..... ::. • ~:" : ....... ·.-···· .'.'. :· ........ .... . .. " • . ·~.:... ..... • :· . I- ~ e: C/) )W.V. ... .. . . .. .. ..... . ......... " ... ' ... ···+ . . " ... : .. · .. i"· ... ..... ".. .. ... .. ......... . "/:YI J~n/ ~ '\ f.: tl! [\' ~:)-.. "' \ .';jg CURB CLJT-01",C WALL PE:R COUNTY STD. D1/1/C'i G -27 ..... ... .. . ........ . -. .......... ...... ...... . ........... ·. ...... '-I ·-r"·"···· .. ........... .:·· ...... .. "fa L!i 12:· :\I - ·f"· ·J::: •. ;:· .. :: .. .. : .... . . . . " . . ... . " ..... " ....... . ·:. /" .. " .. ".: •• --····· 1 ...... . .... ~.... ... .. " - - --" • .• ....:~ ... . i ... .. .. .... . . .. .. . .... ......... -,--1'····· !· ;:':lr5 \-• ...... . .. ... I. ~.... .. ..... ... , ........ I ... / .. ·; .. , ..... I ......... . ······t·· . . ..:::::: ....... ." .. i ' ::·· .... , .. . I .. .. .-i ... 1.::1; . .... , ...... . . ..•. I"· ·_. ..... :· • .... "" ....... : ... :, ... • .. : ..... .'": ..... : . I• ..... . ........ . . ' ..... ......... .. •... _.:: ........ ·... ...... .. . . I"""" • ... _..1 ... : .:··· ••• ....... " ..:1 ........ : ... :: ... ~: . ............ • ... . .. • • .. .. , ..... :: . .... ; ...... ... ... SI-IOWN@ LEr::T f n· I An' l I IQ' 1li CURB DAT.A IQ t1=90· ,.. I ,~R.=20' :~ ,/ L. = 3142' 10 , 1/ 1/ / I--' lf) ~ 8 a1 :z' 30' ll.11---=-=--i TR!iNS. I I I ~ r--.><--,------,1') '\t' ,~T 7 s: ,/.<:-\:/: ~l L---•--•) ---81~--+'-.J'.----\ --'ii / \ ,<A 3 "n ,,--,-----,:'?:;,; ~/f-:-''ttr--f-'r'', ._-,. . \ I ~y '~'(,,-_;, / ' '\ > ,._\ ,,,, \;,,,'0 -' ', ~ ,,,/ gr ~ ~~ :4+'" ( .,,.--,:j7 ~ ;?j \ (7 C1/ 1 (/ ,.,o;J ~~v "lri ➔ ➔ PP. \ [ O,~u 0 0 1-- ✓ ~ -J ~ PLAN LINCOLN STREET SCALE 1"=40' CITY OF CARLSBAD ENGINEEl=llNG DEPARTMl=NT ROY L. KL EMA ENGINEERS, INC. PLAN a PROFILE OF· IMPROVEMENTS CIVIL ENGINEERS -SURVEYORS 431 HALE AVE. ESCONDIDO CALIFORNIA (714} 745-3222 ARLAND M. WIBERGf'l1i:t5382 /0-8 73 DATE OATE 8Y OE:SCRIPTION APPO. REVISIO~S IN WALNUT AVE. a LINCOLN ST. APPROVED DATE SCALE'S RE. CITY ENGINEER HOR7_: VERT: DWN. BY_' __ _ PROJECT t-JO. ORAWING NO CI-IKD.BY_' __ _ Rao BK' lJ /!l -~(,, i ' "' .._, An' •-~j -h, ,.. ) I .I S'.'llt E . An' J ~ I I- Lu Lu e: (1) ROY L.KLEMA ENGINEERS, INC. CIVIL ENGINEERS -SURVEYORS 431 UALE. AVE ESCONDIDO CAL\'PORNIA 920'1'5 l714 1 ,4S-3Z2.'2. ALANDMWIBEFi\:3 R~38'2 lc,-,-7S DATE EX!STl/'JG CONTOURS SLOPE 8£HJk_ I 1/2 / SLOPE PR::JPOSED J::JIJ/51-iEO GRADE PoUG/-! P,C,O ELEV4710N OJPECT/ON OJ:: ORAIN::.SE O_UANTI TIES -----------=----=---=-~~ EXCAV.4TION _________ 1850 CU YDS COMP.4CTE.O ~/LL ________ l250 CU YDS E'X:POR: -•-~--~v- ________ GOO CU YOS DESCRIPTION RE:'.VIS/ONS 1su3T\ RECEIVED AUG 1 ~ 1974 CITY OF CARLSBAD Engineering Department CITY OF CARLSBAD ENGi NEE.RI N,;jj OEl¾RTME.NT GRADING PLAN CARLSBAD TRACT N2 73-13 --------c=~~:~~-DAT~CALES , I APPROVED ·1 RCE CITY E.>-lGINE.E.R . VE.RT' 40 OWN BY I PROJECT NO I HORIZ APP'I) CUKO BY DRAWING NO J:'IELD Bk'. 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