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HomeMy WebLinkAbout1.1-6531 Ph 1 & 2 Revision 5..� c �MUTIWI � 6' CURB & GUTTER 14,107 LF. 4' CONCRETE SIDEWALK 47,872 S.F. 6' CONCRETE DRIVEWAY 15,543 S.F. A.C. PAVING 7,785 TONS AGG. BASE 8,610 CU.YD. WHEEL CHAIR RAMPS 19 EA MEDIAN 300 L.F. SAW CUT 218 E.F. STREET NAME SIGNS 16 EA, STOP SIGNS 3 EA. 'WARN/REG' SIGNS 3 EA. STRIPING 5,360 LF. STREET LIGHTS 11 EA. INNER CONNECT CONDUIT 2,680 LF. SURVEY MONUMENT ENCASEMENT 19 EA, 6° BLOCK WALL (W/2' RET) 2,875 LF. LANSCAPING 23,611 S.F. R 1 1 .-III 6' CURB & GUTTER 13,241 LF. e CONCRETE SIDEWALK 4!4849 S.F. 6' CONCRETE DRIVEWAY 14,157 SF, A.C. PAVING 4,593 TONS AGG. BASE 5,423 CU.YD. WHEEL CHAIR RAMPS 21 EA STREET NAME SIGNS 14 EA, STOP SIGNS 3 EA. 'WARN/REG' SIGNS 3 EA. STRIPING 4,766 L.F. STREET LIGHTS 11 EA. INNER CONNECT CONDUIT 2,383 LF. SURVEY MONUMENT ENCASEMENT 16 EA. 6' BLOCK WALL (Wf2' REI) 2,370 LF. tANSCAPING 19,423 S.F. RFVISIDN l� �'�' S iZD6FF,T C NINTH DATE 9,C E. 35473 F,; Jmb,K APPRDVCD 6Y: JIM M. V,.C,.g 461005 REVt51oN tQ F.ETVICVE AND VF(_OWSTjZU0T pAVINb 10 MEET G.O.B. 5TD. Gt2Dy5 SLOPE DN 6HFET5 22R ANP 231-2 5TAT1D9106 A5 NOTED , _ r, INDEX SHT. NO. SHEET DESCIP110N 1. TITLE SHEET 2. NOTE SHEET 3. ROCKWOOD WAY 4, *A, SYCAMORE WOOD LANE 5,f HAWTHORN TREE LANE 6. R. WILD OLIVE COURT 7.i,8. CHESTNUT WOOD DRIVE 8. FIRE OPAL DRIVE 9. PAPER BIRCH LANE EMPRESS ?REE DRIVE 1. ABELIA WOOD WAY 12, GLEN ROSE AVENUE 13. YELLOW BIRCH WAY 14. BAGUETTE AVENUE Zj 15. BAYBERRY TREE WAY 16. j CARROTWOOD AVENUE 17. ` TULIP TREE WAY 18. ',A OCEAN JASPER DRIVE 19. .R• STAR MAGNOLIA WAY 20. BLUE SPRUCE AVENUE 21. 4 7 BUCKEYE TREE WAY �:S2iZ . Z2<z242zR, BERKSHIRE ROAD AN -23.R 23R 3, MOUNTAIN RIDGE DRIVE 24.8.2 MOUNTAIN RIDGE DRIVE 25. R. PANAMA LANE 26. BERKSHIRE ROAD (STRIPING AND INTERCONNECT CONDUIT DETAIL) 27, F.1- MOUNTAIN RIDGE DRIVE (STRIPING) - 28. PANAMA LANE (STRIPING) —a 29. PANAMA LANE (MEDIAN) r A001110NAL N01U. OWNER: ASHE ROAD DEVELOPMENT, LLC P.O. BOX 2346 BAKERSFIELD, CA 93303 SUBDIVIDER: LENNAR HOMES OF CALIFORNIA 5251 OFFICE PARK DR., STE, 400 BAKERSFIELD, CA 93309 ENGINEER: SMITHTECHJUSA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 008720107 Lrawing File: hSjF6571 pit] 1110ml .'' BAKERSFIELP . ♦ r 0 w l1111► A w REVI610N1 AL 6Y: r �. (Li v.SMITN T7AT� R.c..E.35A73 EXP 9:30-19 REV15tawl DVED BY DAPJIFI PPVILL.A MATE R.C. IE. 11,7608 EXP. rzEV15104 N eEMovemv KE O- 57pUG7 FAVIN(, FR6M 5-rA, zci+ 50.01) n, 351 ob34 ANP REVtSC ;71.: tiEEV. T5 Mm-r­0�o.B. czp5t, fL00 ETD. RgvTsIDg LFFFurt sII4E? 5 23'i 2-A gy g .� : lo -..m.✓" lam'- %7 �rr.3s-s7z 4X& RCvisra.v A°dRouEA fig; / 2 I , Ib -(a-17 i7AntteL P,4�1ct>=t ggTe Eyvr6roa : Rtvlsv2 c uAs Avla,vsjb REFtEcr f&tuAjr Rc.E. P7r0fls "e 930.18 % ORDER IN VVHICH PHASES OEN04 MARK SET- BENCH VALL BE i' t O O PROJECT PRIVATE ENGINEERS rAQNM Au.TQn D • a NOTE : PHASE AND OFFSTE PAVINGIN CTR OF PAVED LANES x TO BE CONSTRUCTEDFIRST. PHASE TWO 358.13 ELEV. kUt7jELEV. U.S.G.S. DATUM TO BE 4SECOND. UTILITY UNES MOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS M` IzCvCh1T7N 4�B'� ROBERT E 5MITH PA -TE R.c.1E.35-173 EXR 9-30-19 PAPILLA R.C.E.•♦ rxp + r REvj6jot� f D m 'R'aBbR �.STnrrtf p�r� R.C.F 3.5473 dXP• 9.30-11 9,4NrEL PRD7L1� aATE REJJsaQJ /�; REw5t_ Fl-aysoul .SNf.Ers ¢ r 10 7Y jjaf 9r S4o16 sia, Rc.L. f.704,13 I /,V i3a-1& SCALE: 11' = 2f0' KEY MAP P kA E ONE ON Ly ti LANE VrAn ,04A Eft PANAMA LANE NO110E TO PROJECT PRIVATE ENGINEERS rAQNM Au.TQn R�EES nt7, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN THESEON OBTAINED BY A GAVAILABLE DEST SI TE OF OUR KNOWLEDGE THERE ARE NO EXISTINU ES EXCEPT AS SHOWN ON THIS MAP x z a 1 jC 41 THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE 134 1 T48— UTILITY UNES MOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS u DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 5t INFORMATION OR DATA PERTAINING TO UNDERGROUND UTILITIES. •,9 47 46 46 'R'aBbR �.STnrrtf p�r� R.C.F 3.5473 dXP• 9.30-11 9,4NrEL PRD7L1� aATE REJJsaQJ /�; REw5t_ Fl-aysoul .SNf.Ers ¢ r 10 7Y jjaf 9r S4o16 sia, Rc.L. f.704,13 I /,V i3a-1& SCALE: 11' = 2f0' KEY MAP VICINITY MAP N.T.S. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO NOTE- RUCRON, 1-80D••-227-2600 SIGN NUMBERS ARE FEDERAL CODES ENGINEER'S STATMENT; UNLESS OTHERWISE INDICATED BY (CA). I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH (CA) INDICATES CALIFORNIA CODES CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF. THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATORS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH RCE 35473 DATE EXP, 9-30-07 NOTE: SEE SHEET TWO FOR ALL NOTES S - R.c.E. ��4 e41P. 9 -so -a7 REVISION 14 2> By., i NBCH®Lfi5 !!. Irwv D14 7-4 REVIsroN gEVlSED Gu 4CrNKNS' 7d RXT G64RfLNs"/JA4 HAA@Ss, PANAMA LANE Z U Eft PANAMA LANE � PROJECT 1 149 5C 1 1 ,L 170 154 SI TE FE %IFFT 25R z a 1 I 1 134 1 T48— PSA 137 7113 u -- — 41 �4� u <z 5t J r; •,9 47 46 46 (,,, 4 , �29 28 r 13 1'Z BERKSHIRE ROAD ,a <s z - v, : 1129 .3 1271126 JJ 7„ 19 718 MCCUTCHEN ROAD SEf E SH -IT 3 M00N'WOOJ WAY 11 10 /s , VICINITY MAP N.T.S. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO NOTE- RUCRON, 1-80D••-227-2600 SIGN NUMBERS ARE FEDERAL CODES ENGINEER'S STATMENT; UNLESS OTHERWISE INDICATED BY (CA). I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH (CA) INDICATES CALIFORNIA CODES CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF. THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATORS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH RCE 35473 DATE EXP, 9-30-07 NOTE: SEE SHEET TWO FOR ALL NOTES S - R.c.E. ��4 e41P. 9 -so -a7 REVISION 14 2> By., i NBCH®Lfi5 !!. Irwv D14 7-4 REVIsroN gEVlSED Gu 4CrNKNS' 7d RXT G64RfLNs"/JA4 HAA@Ss, 11 '?4;113 1?2 Till 11C 1C9 10� 1707 'a 1 I ri ) 1 Z U Eft PANAMA LANE � 1411148 1 149 5C 1 1 ,L 170 154 1Sa 756 FE %IFFT 25R z a 1 I 1 134 1 T48— PSA 137 7113 --- -- — 41 �4� ----.-r- 5t 150 •,9 47 46 46 (,,, 4 , �29 28 14�� 13 1'Z ..0 97 : 1129 .3 1271126 JJ 7„ 19 718 17 -16 15 114 SEf E SH -IT 3 M00N'WOOJ WAY 11 10 /s , - G 42 3 26 524 SII W 53 55 56 57 58 �I 41 32 �� 2a 15 �= 10 v 10 -- w 3 s 1 JT 1JZ Ky } I 2 � I 39 34 0'-,-,' 3 ,18 &. 9-, 92 1 91 K 32 13i , _ } 38 35 i .< 19 ,._ . RIVE . 61 A - 120 ^ r u 90 3' i3c SEE SP Er 16 GARFGThOOD AVENUE �- _ F' 94 18 c2 I4W;HORN TREE LANE qtr Sr'°E75 - 119 '118 U 115 {114 113 95 m_ 63 -, 39 38 �37 3 -55 34 33 rsw 88 /� 64 65 66 87 68 69 70 71 72 w ; 4J zl _ 1 I c=A I I2� 10 1102 103 f04 105 3061101 198 149 Iii0 111 "' 4r 42 1433 44145 46 q, l ' 8. 8� 'q5 84 -83 82 8" 80 79 18 77 la 7k 7- j 73 y OV Ah- a ASP R DRIVE SEE S1iEET 15R ~ °8� EMPRL:SS IRLE DRIVE-� 1� "s JOEL, 10R - - - _. 1C0 99 58 97 96 ISIS 94 1 93- 92 58 s; 56 55 / 100 10 1102 1103 �IN iIm 10F x E� 11 '?4;113 1?2 Till 11C 1C9 10� 1707 'a 1 I ri ) 1 Z U E IIE AVENUi SEE SHEET 14 � 1411148 1 149 5C 1 1 ,L 170 154 1Sa 756 119 i5O 131 i7 2 33 , P 1 z 7 1 z a 1 I 1 134 ISJ 136 PSA 137 7113 a `i40 41 �4� 114 ;le J 7 ".46 14 144 14a 1142:14? 11401139 138 -137 i36 31 RUSE AVENI SH SNF 7 12 -' Z U E IIE AVENUi SEE SHEET 14 z-sn_' 1 z G; Iimi;- ! lib ?77 1?8 1.79 i20 177 122 123 124 Ji i2G 1Z �� i28 119 i5O 131 i7 2 33 , P 1 z 7 1 z a 1 la7 1 134 ISJ 136 PSA 137 7113 a `i40 41 �4� 114 ;le J 7 L PHA 4 5 6 1 7 8 , I 1311130 1129 .3 1271126 21 7„ 19 718 17 -16 15 114 :3 �12 11 10 8� 87 80 179 38 117 76 rY10ers5' e`` �• ISP6 G2N.E: E;IIk.4Ep Cuat3._ DISTANCE OF CENTERLINE: �`T"��� "£�f� �uNT No 35478 LOCAL = 11,697.61 L.F. COLLECTOR = 3,836.63 L.F. l ARTERIAL = 1,476.43 L.F. I RYis7�,J'r,ut : zUr� a -4R$ PCrukA45 -To ArFL5-<T eueAe4 ,4 bA srann, a.ays REVIEWED BY: _-""" TRAFFIC ENGINEER: __ ------------ REVIEWED ----_---- REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR j APPROVED BY: c. Y aF aan< RAUL M. ROJAS RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD 3�1,@'C E. 4;�' NO. 35473 9/30/07 TRACT . 6531 PHASES 1-2 ANI ISIOFFSITE STREET /1 S I Tech [ISA PLANS & PROFILES INCORPORATED H E71hERE E DF H JILDINH'y 1124 17TH STREET RORER I E. SMITH 'RCE 35473 DATE H.,h ERSFIELD C 91h501 (661) 327-8492 FAX 327-849', JOB y0. - 05-103 S,LFT "�r 29 SH�E15 _ I s i I, Z U E IIE AVENUi SEE SHEET 14 I 1311130 1129 728 1271126 21 7„ 19 718 17 -16 15 114 :3 �12 11 10 SII JT 1JZ I 2 � 121 t22 113 724 I ��, 22 24 �a 20 27 28 2 30 32 13i , _ } . A 120 ^ r i3c SEE SP Er 16 GARFGThOOD AVENUE �- t?9 - 119 '118 117 1116 115 {114 113 ;tit + 40 -, 39 38 �37 3 -55 34 33 128 w ; r 1 I c=A I 10 1102 103 f04 105 3061101 198 149 Iii0 111 "' 4r 42 1433 44145 46 47 48 i y OV Ah- a ASP R DRIVE SEE S1iEET 15R ~ 1� 1C0 99 58 97 96 ISIS 94 1 93- 92 58 s; 56 55 44 5:, 52 51 5O E� 49 87 gg 89 91 , 59 .''6U , 61 62 63 54 E5 56 67 68 0 190 85<BLU SPRUCE �r. ENUE SEE SHEFT 20 84 83 15 ,4 1 73 72 'i d 1� 69 �� (`y. SEE SHEET 22 3ERKSHiRE ROAD w 8� 87 80 179 38 117 76 rY10ers5' e`` �• ISP6 G2N.E: E;IIk.4Ep Cuat3._ DISTANCE OF CENTERLINE: �`T"��� "£�f� �uNT No 35478 LOCAL = 11,697.61 L.F. COLLECTOR = 3,836.63 L.F. l ARTERIAL = 1,476.43 L.F. I RYis7�,J'r,ut : zUr� a -4R$ PCrukA45 -To ArFL5-<T eueAe4 ,4 bA srann, a.ays REVIEWED BY: _-""" TRAFFIC ENGINEER: __ ------------ REVIEWED ----_---- REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR j APPROVED BY: c. Y aF aan< RAUL M. ROJAS RCE 39880 EXP. 12-31-07 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD 3�1,@'C E. 4;�' NO. 35473 9/30/07 TRACT . 6531 PHASES 1-2 ANI ISIOFFSITE STREET /1 S I Tech [ISA PLANS & PROFILES INCORPORATED H E71hERE E DF H JILDINH'y 1124 17TH STREET RORER I E. SMITH 'RCE 35473 DATE H.,h ERSFIELD C 91h501 (661) 327-8492 FAX 327-849', JOB y0. - 05-103 S,LFT "�r 29 SH�E15 _ I s i I, NOTES: a: 1. 2A HOUR NOTICE %ILL BE RECHIRED FOR TESTS AND INSKfCTIONS, 2 ALL COMPAGRCLT TESTING SHALL BE THE RESPONSIBILITY CIF THE eim.OFOR AMR SHALL BE PROVIDED BY Dr ENGDf.ER, NUMBER AND LOCATION OF THE CCUPM7N TEE,15. SHAT BE DETERMINED BY THE CITY ENGINEER OR HIS .4UIRM2ED AGENT. C. AN 'S" SHALL BE STAMPFO ON FACE CF FORD INDICADNG Lou - TION OF %10 LATERAL 4, MOO TO THE START OF ANY PHASE OP CONSTRUCITOM IK CITY COMSIRUCTlON I.SPIECIVON DEPART'MENt SHALL iE DIVEHI 14 HOURS NOTM 326-3144 5. R 14 THE RESFUNSOWTV OF THF DOMTRA`TUR 10 iMSURF THAT ALL UNDERGROUND IMPROVETMENDS WTNDI -IHE AREA OF THE STREET HURT OF +MAY, tikW BEEN "•OkPIETFfx PRIOR TD THE START OF ANY OONSTP.UCTION OF PAVING, 8. WITH THE EXCEPTION OF THOSE ON BERMS. STREET W6 AND STNEET LIGHTS %UU BE IRVAL_F0 AT ME EXTENSION OF THE LOT UNE WrOE THEY HAVE BEEN INDIWED ON '.PM MLANi, THE i"`G'NIRACTCC2 514A'L ENSURE THAT ALL UM117, JV 5 ARE PROFERLY INSTALLED. 7, SIGN PARELS 9+NA. EE MOUNTED ON PO SLS METH HANDIS AUG �FIXL� BG.1 AND VANDAL PROOF NUT Ai9EMR_LY OR EQUAL ROQSItE SIGNS NBTALLED PER Silt. T •19 SHALT BE LOCATED 'WITHIN SIDEWALK B' FeSKU BA.CIC. S. ASPHALT IMCNETE MF- r. ASFHN.T CONCRETE SHALL BE TIE A gOI FOR ALL. ARTERIAL ANP' COLLECTOR STREE IS AAI} M SIT' M€IEDJ FOR Lf CAL STREETS AND SHALL eTDNFORM TO THE PRO -AWNS IN SEUON 39, 'ASPHALT CONCRETE,' CF THE STANDARD SPEC- IFICATRINS AND TWO[ SPECIAL F4fM90145, PRIOR TO THE AEATON OF WHALT SNEER, THE COMBINED MINERAL AfGREGA FE FOR TYPE A fNGOIF0,N OR TYPE B (MOWED) ASPHALT CONCRETE SlikL CONFCR TDF THE F£tlIlIF`EMQMTS OF .S'EOCON 39-2.02,,'ACA�IRF.OATT," OF THE STANDARD WEGURIOATION5 FOR FOR 3l4 iiAX169 .C• MEDIA GRADING 9. ANY TRDNCJJNRT Tri DE CONDuCTETt YAIMN THIS PROJECT SMALL PE RAD3F1LLE4 ANO COMPACTED PEN CITY STANDA'SS ST -21 1U. AN GPTEIq S KET PRTHiAT 9HMA CIE OSTAINFO 9RrA THE 4TY OF WIVERSF1EW FLOM W119Ii DEPARTMENT PFOOR TC ANY KIRK BLTNC PERFORMED WW EMITTING, ACCEPTED STREEf 46,31X -OF -WAY, UNLESS SECURED OT A SUBDIVISION .AFORMNENT, SECURITY BASED ON AN APPROVED FNONCFRS ES nWAD. FOR M. PERFORMED 01 rhIN THE PLIGHT -OF -LIMY PLA (AIGJRANCE SHALL BE POSTED PRIOR 70 ISSUANCE Of THE PERMIL AGGREGATE FOR TYPE "I" ASFMAT.T CONCRETE SHALL 0O NFCRM 10 ME REOIE'EiIE14TS FOR THREE-FOUR'TECS (3,4) INCH MACdMUM, MEDIUM GRACING, AS SPECIHEV 04 SVITUN .TB -2-W. *ACGREGATE', OF TEE; VENDOR) SPIBE- HCANICNS. AMEN DIRECTED BY THE IOTY FALNEEP.F, AOMElATE WORMING TO ANY OF THE ORADW6 RT.OUIREAIENTS N SriCT104 3I-2-41. 'SGGRIEGAZE', OF'FE STANDARD 3PF.CIF4AHONS SNAIL BE OSEO TO WA{E IHTTJRSECTIONS, TA - FIBRE, ANIS OTHER AREAS '*HERE THIN LATERS OF ASPHALT CONCRETE APE BEINt"u CtTN$iRL ,", ASPHALT BINDER FOR TYPE A (MODIFIED) APNALT CONCRETE SMALL BE AR -410% VISCOSITY GRADED ASPHALT, UNLESS 01 ERVIEL DRE'TED IVY TEE ENGINEER A_-FI&T BINDER FAIR TIFE B (VONFPD) ASPHALT CONCRETE SHAD. EE AR-4DUN Ii6iltf USOCCD ASPHALT, UNLESS OTHERWISE OiRECTEO BY YNE ENGINEER THE ASPHALT OINCA R SHALL CONFORM H7 THE REQUIREAENTS IN THE TABLE FOP, 'S AM, RITAED RAVING ASPHALTS, N SMON 42-1.02, 'GRADES`, OF TNF VI E,URU SPECIFIQAITOI S. THE AMOUN7 OF ASPHALT BINDER TO BE MUFP 4M1H THE MINERAL A.{;GREM=ATF, %*I SE C£TMMINED BY If XNTRAICM T•1 ACC MANCE MIEN CNJFTSW iT.a*T MCDO W17 USING SAMPLES OF MAIFAIA-S PROPOSED FOR USE IN THE t1OFI THE AMOUNT OF ASTHAE: Dfli i' SHAil BE AMMRO10 BY BY THE ENGINEER AT LEAST 14 BAYS PRIM Til THF. START CF' &W, THE CONTRACTOR SHALL SUBMIT THE FEEUAYWING FM THE ENGINEERS kEIlE'A AND AFPROWAL: A A LST OF AGG REGALE IkND) A!PNAL? SPOKE& S. DOCUMENTATION 4EIDFYING'RUT NE. ADkREewo TO BE INCJRPORATED IN THE ?K`M CAFEDWH fO THE REF.#.AGENTS OF SECIIUN 39-2,DZ 'AGGR5GATF' OF THE STANDAFM 3AEGEfCJ.IMiMa AND Of SE SPECIAL PROVISIONS MATERIAL SIEVE ANAY7S eNO SANT) EQUIVALENT TEST RE`.TUETS SiOULO NOT BE OLDER STATIN IOX ($1 MONTHS ALL CSIFER TESTS R EI31%hM NOT BE CARET? THAN CHIP (1) SEAR f AM ASPHALT CO IARETE MIX CESIUM OET MIAMJ IN ACCORDANCE NTH THE CALIFORNIA TEST 3G'7. oRDI ATORY TEST R:DATS ON WHICH THE DESIGN 15 BASED SHALL £ S'UBTMIT!ED WM THE, MIX L'E3£t+ ALONG WITH THE 1NEOM>MICAL MAXIMUM DWT'Y GF THE DESNUJ MIVBJRE AS DETERMINED BY ASTTT D-2041, W. ATzNml OmCREIE UAX SHALT. INET 'THE INCWREVE Mn OF 9XTKN 39-200 'ADNO*ECAIV CF THE STANDARD FLOFICAV. 6 ANO 1HLSE SPECIAL PRIIPINS;F,WS IF THE DATA SUBMITTED SYOW3 THAT THE MATERIALS ARE %e;GIAKRALLY IW SAME AS MIEN THE COOK WAS PREPARED, THE DESIGN MAY HE UP TO THREE (31 YEARS ILA T1E DEVELOPER SHAMS. BEAR ALL COSTS ASSd7AIM VAN THE ASPHALT CONCRETE MIK DE.SGIL *ERE NEM ASPHALT CllNC IE PAVfMIF iT IS TO 009IF 3,I TO EXISTMla PAVED SURFACES: THE .TM4 TNG PAVEMENT SHALL BE SAW OUT - A PRIME COLT LBLE NOT BE RE:ENRfD ON MAN -PAVED AREAS TO BE SURFACED MPICR 1O THE PLACEM104T OF A''Fk=LT CONCRETE, HOWEVER, ALL OTHCL XFOLIREMENTS DYE SEnOki 39-4.0% *%PGRSDE" OF THE STMEARD SPF.CIFICAlIGNS SHALL RE AT THE AREA TO 4EiCh PAINT BINDER NAS BEEN APPLIED SHALL RE Of DEED TO PTlAJC TRAFF);. GAME SHALL FTE WEN To AM TRACKING NIHCN'R MATERIAL ONTO THE ENSBNG PA%METRT SURFACE BLY14D THE EMP S OF TA'ATSIRUCTICK PAVING JOINTS SNAL MATIN STRIPE LOCATUX4S LT4..ESS OTHER ASE PERMITTED BY THE DQNEEFa INTERSECTIONS AND TAPERED SHOULDERS SHALL BE &WAGED AS DIRECTED BY ME ENGINEER, ADDITIDYk. ASPHALT CONICRETE SM. ISE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIPIM TATRE 94M ON 1HE PLAd3 40 AS DR --n $Y iH1E fNGMNFEEk ANO HAND RACED, IF NECESSARY, AND CCYRA"IED 10 FORM SMOOTH, TAPERED C 45CDONS MORE Erg COMPACTED THIONFESS OF A�+L,�A�Y�ER Of ASPHALT CONCRETE 15 0.15 FOOT OF LESS: AAkNG OPERATIONS ITm; BE DONIDuOTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT. THE LENOTH OF PAVEMENT ALONG THE LONGITLIIINAL DROP-OFF RETMQEN ADJACENT LAWS 's NOT GREATER TA4N 7HAT WHICH CAN SE SURFACED DURING THE i9LLUMNG SF9FT OF NORMAL PAMO OPERA.THXT„ A00MOJNAL ASPHALT OD01ETE SHAME BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE: SUCH 44IITONAL ASTITALT CONCRETE SHALL BE PIANO RAR;;+7 AND COMPACTED TO POW T jVQ'E0&Y CONFORMS BEFORE THE LANES AVE CPE400 iD PUGUE TRAFFIC. 'RAFT PAPER, OR EITHER APPROVED &ONO HRFJARFR, MAY DE N.A[EU 3NDFR RIE CONIF VIAS TO FACILITATE THE RSMOVA, OF THE +aIOM MS WHEN' 9AVI101 L,F'ERATIONS IF�r 1:E. OU!3E;'Ci Ore+:DCI Fe FS7?1`G'. 1.10E lft. CtAMPAC0. TWXNI;% OF A LAY73i OF ASMIALT COHO ENE IS MIRE THAN 0.15 FOOT, PAVNG OPFRATICIG SHALL SE Cs.WDK(M IN SUCH A NNOER THAT THE IA?ER tF ASPHALT CIDNORETE 115 FLACEJ ON ALL CiNPFTIGU MA.3 LANES OF THE TRA1&ia' 'THATBEFORE THE LANES ARE OPENED TO T4JBk.K`= TRAFFIC AT THE ENE' CF EACH WORK SHIFT, IFE TBSTANCF ERET;YEFINI ,HE r�![ri,' OF A LATER OF ASPHALT CONCRETE ON AAl+MT LANES SIwL NV SE GFE,41ER. THAN IO FEET. AD+'FTkQAL ASPHAI T CQNC RETE $HALL RE PLAGFTr JitCNG THE TRAAIS'Js..RSE ? ON EACH LANE AND ALONE THE !LONGITUDINAL DROP-OFF BEMENT ADOTENT LANES. SUCH ADDITIONAL ASPHALT pWXTE SHALL BE WAND RAA€➢ AND ONFACTM TO FORM Il', PORRARY CONFORMS (FEW ;HE LANES ARE OFTNOD TO PLIBLJC TRAFFIC, KRAFT PAM, OR OTHER APPROVED 8010 BREAKER. MAY BE PLACED UNDER THE CONFCRES TO FAEIL'7ATE THE REMOVAL OF THE 10MICRUS'1MEi PAYIND 9MkTONS RESUME. ASPHALT CONCRETE S 1,44- RE COMPACTTTF TTI A MINIMUM 9T' MICE'NT OF THE VAYI A,A1A THECRETrAL. LENS".Y 16 DETERMINED BY ASPJ D-2041. IN-PLACE CENSTY FALL RE CETERWE0 IN ACCORDANCE WITH CAUFCRNIA. TEST r!5 IF THE N -PAR£ DENSITY RT ANY LOT OF ASPHALT VXPETE R"a LCSS THAN 12 PERCENT (N2 GREATER THAM 94 PERCENT OF THE MA ;JIM THEORETICAL DENSITY, THE GCIVRAGTOR SILL BE ACArffD T}li;T THE REQUIRE.} RELATIVE COFPACHONI IS NOT SEW ATTOKNED AMC THAT THE YATEfM'j OF PRDCEDURFz OR BOTH , F NEEDED, NEED AUJLIS'MENT ASPHA;.F CONCREE SPREADING D'ERAIIOTS 414AU, NOT t" IDI E ORTIJ. 'HE CDNTRACF6R HAS N FMOO'W CITY ETKANEER OF THE ADJU5.rMESNT 'HAT 'ARL. L'E MADE N 09DER TO MEET THE RMO RED COWPACTON, IF ANY SUCCESSIVE Tui AMR NOTICE IS GIWN OCES NOT MEET THE SKEPTIC RJ;A E, TIE ASPHALT 00NMTE REPRESENTED BY THAT LOT E TALL BE RLMUSF7:, AND RElALklR LATH MATERIAL THAT MEETS THE IN-PiAfff OENSRY 4EOURENal-E IF THE TEST RESULTS FOR ANY LCT OF ASPRA I CONTE. INDICATE THAT THE ROAlILF GUWAGTICNI IS FATHER ARS RIAN qgT OR NDTF THAN MIX , THE ASPHALT :SNNCSEK? REPRESENTED BY THAT LCT SHALL OE REMGVED AND REPLACED H14 RA._:ERIA? TRAT DOES MEET THE IN-PLACE DENSITY RECUNRENENT. THE CNNCF'.ECTIVE WORK'A0HALI. BE AT THE €E'CELOPERS DPEICE. IF THE FINISHED SURFACE OF ME ASHPHkT'CONCRETE DOES NOT MEET THE RSECIFIEO 9.UTEACE TOLTRANCER IT 9IIALL RE BP.OUNHT MINIM TOLERANCE ET -Y EETHRF' (1; ASRASDIE OFJTS�NS WITH £AAPMEN? URU2INQ DIAIAUND EI.aC1ES. (2.) R_T4.TVA! AND REPLADEMENT, OR ;3j PLACEMENT Of AN ASHALT CONCRETE DEFRAY. THF mFTNm WALL DE SELECTED BY INC EHNANETR. BRE CtlRREC11vt WORK SHALL BE AT THE DEIEJ.CrFER'S EIPENSE, IF ABRASIVE '%D.% IS USED TSI 8W, 'HE RM:8�0 SURFACE TO 5PETSF180 RJT NCI WILRANCE'A ADOCIONAL GRINDING $HAIL BE PERFCAMED, AS 4CESRARY, P') LNLARCE. tHE LEdGNC AREA SCs 'FIA± TN: LOC',LTEMAL. LIMITS DI" GRINDNU ARE At A DUNSTAN) 0WIT FROM, AWL ARE PARALLEL NL THE WL4RFSY SANE TUNE TTR PA%%ENr EDU, AND THE TRANSVERSE LIMOS OF GI NNDINC ARE NORMAL TD THE RAVEM HT CENTEP1JNE, ALL GROUND AREAS SMALL BE NEAT RECTANGAUTAR MEAS OF IJHIFURM SCEN'AOE. APPEARANCE ABRASIVE OWING SHALL CP.BNPORk TO 111E REfAlIREENF IN ME FIRST PARAGRAPH AND THE LAST FOUR FARmpAPHS Or SE;.'TNki 42-292, 'CCNST'RNACITON," OF THE STANDARD SPE{F1O4'RfECS. 4 FCG 5EAL "A�qA?EXPENSE. S APPLIED TO ;l:L FRNIr9ED ASPHALT SURFACE'S AT THE DEVELOPER'$ EXPENSE. THE FOG SEA. COAT SHA;.;. BE F{DER ASPHALT RF&MENATiNG AGENT OR A."vF'HAL1iC EMULSO N AS DIRE+;TED BY THE ENGINEER. BASE MAIIIJB4 IN .ARDRIAL AHO COLLECYOR RQACREDS SHALL MEET RHE SPECIFTr6ll%S FIXE AO.AS$ 2 AGuGiVATE BASE (0- 2 AD) CONFORMING TO SEC1100 2� OF STATE STAMDAATD SPEDIKAT04 LATEST EDITION; HOWEVER, NO (E VOLT C OR REO AIMED MAkWt EVIL SE ALLOWED, RASE NWTER!AL IN LOCAL LNLA SHALT, CE 0lUm EL 2 AS CAR CRUSHED MLSLELLANEL105 BASE (CMB) CCNFOWNG Iii SECTION 290-24 Cr PIL'GREENBOGK'- LEGEND. L CON) AND RATTER TYPE 'B" PLR PLATE ST -1 CITY SIJBTRI'- RCN STAANDAf4.`3 2, STANDARD CHAIN UNK FENCE FER PIATE D -St CITY SUB -- DIVISION STANDARK 3. STANDARD CHAIN LINK GATES PER PLATE 0+-13 CITY $rA- CiVIShN 5EANOARDS- 4. STANDABID CATCH RASIN TYPE 'A' PEP PLATT fl^44 CITY E2. NNSOYF STANDARDS `.a STANDARD SIDEWALK - CP'dDt ;TON TYPE PER PLATE ST -3 CITY FTA*IV15KN STAMM U. STANDARD SURVE< MOMENT PER PLATE 37-t3 CITY META - CION STANDARDS F. STANDARD 'AHK;. CHAN NOW PEH RATE 5T-14 COY UM -- W,61.014 51IANNAROS. S, STANDARD RESULT DRIVEWAY PEP PLATE ST-*gP. DIViSUCiI STANDARDS. D. STRETI CROSS SECDON5 PER PLATE ST -11 CITE SODIUM - SK STANDAIW. 40, STREET TPEF.AFFTAY- PER PLATE SI -9 PIT WWIYN- SUN STAAIOAKOS. ii STANDARD STREET E mHr - MAS€ ARM ?SAE PER PLATE ST -14 HATH SUODIVIRION $TANDAROS. 12. STANFORD CRL''SE GUTTER PER FART` 31-17 CIT t' RE >OVAROT STANDARDS. 11 STANDARD STORM GROIN k MANHOLE TYPE "A" PER FLATS SYA-4 CITY SUBDIV114% STANDARDS % SAWN NUMBERS ARE FEDEPAL MES UNLESS 'SETFRNISE mrATED BY (UAL. 'w INDI:'A'TES fAUJEOA45 CLjES A tK' E H "O"hF I F L"U6* .w- 4 :. � R. HWM. .. I_LULL .. 11, 1111, q'ill 11 IV 1110k 11,1011IN11,611 '111 1 ►. ITIi Z ri : _�` E Ep » IL f TN rI G' DLA:IC WALL 5u - 7O ff FROM F" ODE '. 'F...�_... 25' -•a,,FIaFrtT �SYaE�O I Le ' fkNSf. APFRPaR77 fNFfi'Gd1fFl19 4.a)EIES.�6AWGUT N' AND MATDHI F2MTI y,. �,__ L C6tECTED BT`ICITY I TLA. -r-%.T.f_.=ii TE=S L.a C,K, -:�-•..XVII}:-�:= . ;i-.,,_:' ham-_ '_ ,-��-f- 1'frE MOVIAN WHO �, W �+ (�5 J I 1 ' I G;TIER CHAB. SIDEWALK I SEE PLAN SHEETP PANAMA LANE KMI ARTERIAL STREET T,i. 9.0 R--'VAL 51 .45' A.C. OWN T.1' GAMS. CTt'F,R T' 99R CCA.F. EL 9. 3. _ 1O,V'A ,A 45 - LIT 4 LANDWPEk N4 34' • 38' DRT iQ T SHO4`L^.ER 0' SLLX:X WALL -' I tyx i I STANOAkTJ S5' 6DtWOdlt €'ER " STA NDAIRC 3--3 $ _ 3 COLLECTOR - MOUNTAIN. RilDGL (:RIVE - RAI 'S-37-- REJISETS---'----"---'-------'-'---�Tz - AT STATION 10-FO(WO - 36+38, 5 CROSS SEC HION T.I. -G R-VAL 2 .3' A.G. 0PAIR .f GA.B. C'iT•F .54' 95% MAP. LIG. m f/w FL FiI4` IL RIVV PER. FT t G1 COWSL TYPE '0' M h CUTTER - IMIN 4.5' STANDAM TYRE SITEUR PER CITY STAM PAID TI -3 0' B= WALL iw CROSS SECTION - 60 RAW PLATE ST -14 M.T.S. LOCAL STREET TJ. ._4..5. R-VAL 211 .20' A.C. OVEN .5' C: A.B. CLE* .So' 95% LSTIIP. D.C. 35� . COLLECTOR - BERKSHIRE ROAD PLATE 6-27 - MISED R.T.S. AT STATION 15-114.06 - 26+35.16 CROSS SECTION T.1, s.C) R-VAL 37 .3' A.C- DV4R .7' C.A.B- OVER e 95% COUP L -c. TRA T .No. 05Ole 01 - HASK-10 1- 2 AND K, 5l3DAD;AOFFSITE STREET SmithTechA USA 3 N C 0 R P 0 E A T E D T?F H FF EFFI LF '424 :7Tl S1FFF =?"F+R_"FI.F. , 19.i:;G PLMS & PROFILES 1 C: _d l - 1 ThL75 EA -17 uu bi•" :i�._iC_' i;F;FF-(" ..- zc vA�-1,i SCALA: f- ORIZ, 1" _ 50' VER`;`. 1» _` -1- 'a ­'rt+, r l-,-. .- I r4 *4f5,22 BL't FL IM06 (23,55' LT.I 9+9800 Rvc 359,13 9+%Oo PQYC FL 353II 9:-85.22 ro iL 359.06 (23.5$ RT,) �'? t7WL1NE cr1Rv1" fYATA !!!!lfffff 7FLU. RAGJS ttIC4 '. rgiw "47 1 ry i35'52"37, 42A0' 39.6d' 103.63° • 2� �'L------------4 13,5',52" 37° 4532'37' 42.00' 37.0d' ,6Y -7 -- 3 .Od' 99.sd •. 103.65' 2.63' ---- 15.56' -- - � 5.56' (5i 6.. 9fy""WVV 9Gcm 24.04' 2a-& _29-63' ITAT ---- 4m, 20W _ 20nw SCALA: f- ORIZ, 1" _ 50' VER`;`. 1» _` -1- 'a ­'rt+, r l-,-. .- I r4 *4f5,22 BL't FL IM06 (23,55' LT.I 9+9800 Rvc 359,13 9+%Oo PQYC FL 353II 9:-85.22 ro iL 359.06 (23.5$ RT,) w N o -'YS r� E 3; 1Z 55'Yi 14 I3 5 vl J a �c a • LVJ - NOTE, CONSTRUCT SHEET SECT1aN PER TYPICAL LOCAL STPEET SEURON ON SHEET 2. Ato 0,1117,00D HA y SEE =%DEET 4 r� iv t.ss e. No 35473 9/30/07 06EET F. S+vil-N R;:E 473 ?:;7=': L. L-6END * ,1711 CITY kYM+L &r EACASt7#K PER 1X18 STB SF -13 IT€7 EE WVST X EXISTS AS N[ IUE M SWr LICK - M LL#CV PR fM STV ST 14 STR STIk'EET Lh T - PPM LLMN PER CEB STB ST 14 + ST'a swer xw VOY oerpw PER ca Stn r -r + STE CITY SfffET AWE SI&V F'ER MB STD T -I DSTA Ora rfM RW PD?M S* Sr- Aur+ CAL RAW s M77CAIN PER STB 4--M, cAs --A NIVEV+Ar PER CHB 3 TB ST -7 MB T -re -� TRAFTIC CCBVM S&W - AS AMU -�- TYP SLGE•R *IN I M490 TYPE A' i'W CUB STB SV -4 "I" TrP. TrPE 'A' C4 TW WIN PR MV STV 3-14 -0-RCP V/PW CL 15 S SOME TYPE 'A' PER WS SVP SV -4 M— STA bVIZET STRWRRE PER CUB STE 8-11 ITA APAt,>,AW AWV AT CM SW 0-,U im c� !!!!lfffff m 1©�© J w w N o -'YS r� E 3; 1Z 55'Yi 14 I3 5 vl J a �c a • LVJ - NOTE, CONSTRUCT SHEET SECT1aN PER TYPICAL LOCAL STPEET SEURON ON SHEET 2. Ato 0,1117,00D HA y SEE =%DEET 4 r� iv t.ss e. No 35473 9/30/07 06EET F. S+vil-N R;:E 473 ?:;7=': L. L-6END * ,1711 CITY kYM+L &r EACASt7#K PER 1X18 STB SF -13 IT€7 EE WVST X EXISTS AS N[ IUE M SWr LICK - M LL#CV PR fM STV ST 14 STR STIk'EET Lh T - PPM LLMN PER CEB STB ST 14 + ST'a swer xw VOY oerpw PER ca Stn r -r + STE CITY SfffET AWE SI&V F'ER MB STD T -I DSTA Ora rfM RW PD?M S* Sr- Aur+ CAL RAW s M77CAIN PER STB 4--M, cAs --A NIVEV+Ar PER CHB 3 TB ST -7 MB T -re -� TRAFTIC CCBVM S&W - AS AMU -�- TYP SLGE•R *IN I M490 TYPE A' i'W CUB STB SV -4 "I" TrP. TrPE 'A' C4 TW WIN PR MV STV 3-14 -0-RCP V/PW CL 15 S SOME TYPE 'A' PER WS SVP SV -4 M— STA bVIZET STRWRRE PER CUB STE 8-11 ITA APAt,>,AW AWV AT CM SW 0-,U im m 1©�© J w A3 [Y ^ w N o -'YS r� E 3; 1Z 55'Yi 14 I3 5 vl J a �c a • LVJ - NOTE, CONSTRUCT SHEET SECT1aN PER TYPICAL LOCAL STPEET SEURON ON SHEET 2. Ato 0,1117,00D HA y SEE =%DEET 4 r� iv t.ss e. No 35473 9/30/07 06EET F. S+vil-N R;:E 473 ?:;7=': L. L-6END * ,1711 CITY kYM+L &r EACASt7#K PER 1X18 STB SF -13 IT€7 EE WVST X EXISTS AS N[ IUE M SWr LICK - M LL#CV PR fM STV ST 14 STR STIk'EET Lh T - PPM LLMN PER CEB STB ST 14 + ST'a swer xw VOY oerpw PER ca Stn r -r + STE CITY SfffET AWE SI&V F'ER MB STD T -I DSTA Ora rfM RW PD?M S* Sr- Aur+ CAL RAW s M77CAIN PER STB 4--M, cAs --A NIVEV+Ar PER CHB 3 TB ST -7 MB T -re -� TRAFTIC CCBVM S&W - AS AMU -�- TYP SLGE•R *IN I M490 TYPE A' i'W CUB STB SV -4 "I" TrP. TrPE 'A' C4 TW WIN PR MV STV 3-14 -0-RCP V/PW CL 15 S SOME TYPE 'A' PER WS SVP SV -4 M— STA bVIZET STRWRRE PER CUB STE 8-11 ITA APAt,>,AW AWV AT CM SW 0-,U im NOTE',--: 10 INIEEMN''ECT iSJtd 11 AW PAI BOAENi:'ii7:4E1 CM - 2' "-.{`PM-ifi. 0 Thi': WIVAE MER WE:* W -Ti 5 RMI 8: TS VkVY 4WOMWITW r fEi @I .t TO (SEE SKEE 26 FOR MERCMNECI GEMIC) 1 ItSam Sl6NF.! INSIAL M. - S' E;i1LE 40 F"art 10 QW111W Q Ali 0W. "W 14' LUT DIE Ate'. 41 t}NQ PAW ujIr53 wjTrlRRiiON.ASTr Ilk"T ]IN ;,;L--ii?ANS SIU. �. 65* 'M 19 ,.:..vl- _ riuISFRr 3 t S.3'"'sil*A) '-�.{. l7 �Pdjpir�"_ir .a•`f- y tj .bi)i'rfa�L' lr9-0a}Afi'Lyr� «•--^•-•• Tf�.j.. / 1 one &.1 SAE &W -W ,r',JES+r...av,-'i 1r l ask III hip PRC F.: S0.mai-_-_1... M R. 355.92 - — Ac itvv r ;.y U r ^'f r'��S "' .� �7 .�% ter• 6 i v i-.. t , v - '.'-0y..i_ 'FI� s'8.1 �• 2l �...i } rh A i L- i ik 'i,_. W i i3:1 jj *. I I 7?A. flk � � �T r 17 I L « c / a - ''-F. i S' s nom' j'i' '^F<gi�y i. 4 R'x� CJt S11 St -r1 ", � 11 - . ,''. , � _. ; •.� .t, , �`..' t r � rra. � 'fir,' � 1 � .:, , � n•: � 1 ...�..�` i :w k•., r 1 u y i i5 y '— r.y 3 soil ill I W: sob 0 !"N!ev a g Y 2'•r«' 2 � r,�" t'y 6 w... NOT, CONSTRUCT STREET SEC710H PER TYMCAL SEC-44110p,T-,(- frOOD "/j . MASE E 1U 11 12 13 14 15 16 , )r�aull f�� -- -- ------ -------- _I_I:! 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S.— i+�_......,�;.. ._.y_ _._.- la . jv' - - ;° m '� %`.... �x.; -.. � 359 _.___..._.- _. _ _-------------- _._-__-___ -- _ i'�; __: rV, <.,F, Fd`w�* ...{ w ..- \.. . ...........—t_--- ____._--._ ______..__ __.._. _.._.. _______ _ ___-___. . ng' '-T ! j" yA I r` r i f RAN I I 1 p� ' Vie,• WO D � � .. w 3 >•-may . WW � .Sll SM;4 lC.E_ n. 'j .4c4t.�i 5n_.t�._ .1APC Pi 3%.2512 tL rs j. .�' .e _ 1 � � Y d c V V / r I� . s' .:. .. ` ., r. •`i+ •t'.S:W.R z liep 1, lY 4iiv :FL SS .,y_k L{ 'Ik ^IIfi .if,^ etr_� r CV� -C +x VR7i r5 CSIC $:RY:^-K-7fi a Ff'R fL4.N. H'0 i'e �'J fiAFR r !S.4'fr 1843 / s E9'ii'i7• ' _57 &WY (2) �J^", Li r• � i � � � n � , rt3 '.�.' ��,'• � � •. � 1 j� t r� m V %' � � � 11r '.J � �i 7!9, lo Iv FQ 20 ,y1 Ee � n gij r 7a WE: CM31 UCT STREET SECTION PER TYPICAL , LOCAL STREET "E%T1CN ON SHEET 2. H/1 XTHORY TREE 1AYT SCALE' HORIZ. 1" = 50' AVASE VERT. 1"' 22 10 11 12 13 14 15 16 -- 'W rw 17 N4j917t1H3 Ia' k0 -FR° F.. AP?I fr ?i.F ?' -; :''.TE CXLti J fe -- � EF; EC;T CUR,'ENT ADA `._-A',IDARF}S iL.1110 -M CITY ABAVIAIC'AIY MASMNT Ptd CUR SSB ST -13 <'TU BF QWST, TIR EXISTS AS A(DrrEUI STa STREET LMHT - M LiKW PER C11B STC ST 14 4 SFR STREET LEW - CEM LIMN PER COB STC Sr -14 + SM STREET MAE SrlrTl+ t& -IRO FLR COB STB T-1 + STB CITY STREET Aar STEN PER a& STB 1-1 t STi1 VhffL CMN RAW PER COB STB Sr 10 AAIB CALTRAAIS .tPPEOWATAW PU STB A -MA, CASE --A BRIV'EVAY PER 60STUST-f*4 r-'12 TRAFFIC MYTRIX STT - AS 49TEB i- TYP. SEVER MIN It MORE TYPE 'A' PER 0B STB SV -4 ml" T)? TYPE 'A' CATCH BASIN PER COB STV -14 -0- RCP VIRV L'L Ilr & 94A TYPE 'A' ,E'ER CSB STB S" ::i-- STB Ot1TLET STIiWn*r PM C6.4 STB B-11 Y VA10tx- AW: UN PER COB STV V -II �b. cr 1.t!c r fj T -LDV± INE nrl TA, 94YXAw CURVE RAD;:i moo DATA I i-W.A 3t.42' rk!! 7KT MOT iJ 9494"94 ;45}4 31.42' 0.44" •Y'`Tµ �'� 4552'37° 37574' 29.83'_ 15.86' (4) 45*W37' 37.04' 29.63' au, 1.51 .__C8)....-_.. i35T.PF'37`4244: 13<°'r"52'37' REVIS!uN ,T, REV SIEP .URE; RETURN'S TC 59.64` 243.63` SCALE: HORIZ. 1" = 501 .71;1 rye`` k& �W ti U r Ci -r .-• c 1 L �, � � t. UK.. rq, 'R' IJRG A A -T* Z2+ - W' a Ca 1.'ir}le My I�msoe '3 �7W�. N .rv. �aM•. __. .r �1 .h RL' 1>iGN IiT':r 9 1-Y ''�.�., 14+99.03 8VC 35,59 •Y'`Tµ �'� (2355' LT) I I' }� 14+26-25 RW 358.74 tP' ; — fs FsP. FjR-PA ,!5 N'4 ie1. q E�.A 14+26.75 PCVC 358,67 ,�',';A,r•t, 14+19513 EMC 358.59 //^' ,. REVIS!uN ,T, REV SIEP .URE; RETURN'S TC RFri cT cu,=,,FN Tl ADA. ;7T+A,�))A,Zf),. ff: 3.59 Y � � .. ...... .. .... ... ..._..___..._.._ ...._... _._..._._ ..... ............ .. .. ................ ..-¢ -... ... .. ------------------------_.---------.__._..- 158 — R y �1 .h RL' 1>iGN IiT':r 9 1-Y ''�.�., 14+99.03 8VC 35,59 •Y'`Tµ �'� (2355' LT) RC%il`; C -N , AF171ROVF) I' }� 14+26-25 RW 358.74 tP' ; — fs FsP. FjR-PA ,!5 N'4 ie1. q E�.A 14+26.75 PCVC 358,67 ,�',';A,r•t, 14+19513 EMC 358.59 //^' ,. No TE: oO] TMJCT STREET SECPON PER TYPICN LOCAL STREET SEC PON ON SHEET 2. XILD OLIVECol)PT T' 1 1 I MAI IN _. _.. _._..------ ---- - -- — RL' 1>iGN IiT':r fly+ J- I ? 1-Y 01jERT E. SI I Di1TE RC%il`; C -N , AF171ROVF) I' { tP' ; — fs FsP. FjR-PA ,!5 N'4 ie1. q E�.A a i.l",-F.. j�.f-!L�.j'�7'-'SRS':}y'>, i:�c'�".✓},:J.';'.+Y %-�o ,-,l>�'i REVIS!uN ,T, REV SIEP .URE; RETURN'S TC RFri cT cu,=,,FN Tl ADA. ;7T+A,�))A,Zf),. ff: 3.59 .. ...... .. .... ... ..._..___..._.._ ...._... _._..._._ ..... ............ .. .. ................ ..-¢ -... ... .. ------------------------_.---------.__._..- 158 — y 35i, IN---- ... 6 1 I I of�ql --..:-EX xd4JIMI, DV. G . "�I ...J 355 T FL 17 LINE I I ? r r POOER- E. ShF T -I M. ')547.'; AT_ • RL' 1>iGN IiT':r fly+ J- I ? 1-Y 01jERT E. SI I Di1TE RC%il`; C -N , AF171ROVF) I' { tP' ; — fs FsP. FjR-PA ,!5 N'4 ie1. q E�.A a i.l",-F.. j�.f-!L�.j'�7'-'SRS':}y'>, i:�c'�".✓},:J.';'.+Y %-�o ,-,l>�'i REVIS!uN ,T, REV SIEP .URE; RETURN'S TC RFri cT cu,=,,FN Tl ADA. ;7T+A,�))A,Zf),. ff: SM CITY ANT MWENT PER CUT STB ST 13 I'm AF CWT 5? EXISTS AS 07M sTrx STJFZr L T TTr - MLLWW PES C11B srp Sr -14 SrA STRE£'T LIGHT - c ll#r'EN P& CO M ST -14 + srA mar w srou tura Pia Caw sr4 T 1 + SFA CITY STa--T AWE STfa4+ PR 0118 STD T -i j. STA 6tP{ L C114Y :1W PER C170 STB ST -'10 AV CAL TRAW SPECIFICATION PER SIP A -_8K CASE +` j Ai WVAY PER LGB STI( T-'12 -'� WTIC awTRM Slav - AS NTAEB -+� TYP R-KLW' MAIN & MAMUL' TYPE 'A' MR COB SUP W-4 T TYP TYPE 'A' CATCH BASIN 1ER CUB STi7-14 -<> RCP VIRW a TV A MMANIf TYPE 'A' PER M STD SW -4 D--- STA WRET STX 71 RE PER CUB STB B-11 STA APA1Md6E' BASIN PER MB STB 11-11 ft. WLINE CURVE DA fA ;;'JR'h ::41 I+. I KAI4J5 I`Hi�:h 1.4h?;tN,i 45'5737" ; 37.W` 29.63` MW 45_54"34 : 37.00" 29.E3 15-66" Jk' Ei'�?:,f f 7�aJr� rn:42 7 L,? -F R,C.E. )�*T 7VYLE"X RE'VVSI"Ld Al : R_`t<IuE+ REFL_G- ;;!lR�E' 1355237�- -47.00"_ 98.6ff--ltlu9`- SCALE- �r v 62 1 LL W f" S'YF ShFFT 10 04 w 20la� �\ 15 Mx L vi �' la LIT�� Ltt Ttt� 7 AlLU 1 Tm — j' r � 7. CLU i 11 Y�S:Shlk'9iK-tLYrJcd 15 50 srf�fl I TO W RI Sw'}Te�g i VA I'7 -I"T E_ SVITI-I EXf' 9—,?0-19 J Jk' Ei'�?:,f f 7�aJr� rn:42 7 L,? -F R,C.E. )�*T 7VYLE"X RE'VVSI"Ld Al : R_`t<IuE+ REFL_G- ;;!lR�E' .;U�8 REIUQ,,,S Its` JMUT =s f e AAW SIM fKTRM J ary smarrr )i t pRa 4034gi Y RI 9 CAL &W SPEURCA flM PER J 4c] '-Y' TRArfr CB:t r li 60 Jt f TlP, , NF. ) h i F.±k ., d - •+I4 f n 50 srf�fl I TO W RI Sw'}Te�g i NOTE: COtSRICT STFCET SECRON PER PTICAL LOCAL STREET' SEMN' ON SHEET 2. CHESTIVUT frool) -DRIVT MASE I VA I'7 -I"T E_ SVITI-I EXf' 9—,?0-19 J Jk' Ei'�?:,f f 7�aJr� rn:42 7 L,? -F R,C.E. )�*T 7VYLE"X RE'VVSI"Ld Al : R_`t<IuE+ REFL_G- ;;!lR�E' .;U�8 REIUQ,,,S Its` JMUT =s f e AAW SIM fKTRM J ary smarrr )i t pRa 4034gi Y RI 9 CAL &W SPEURCA flM PER J 4c] '-Y' TRArfr CB:t r li 60 Jt f NOTE: COtSRICT STFCET SECRON PER PTICAL LOCAL STREET' SEMN' ON SHEET 2. CHESTIVUT frool) -DRIVT MASE I 9%3G/i9 +I R;,♦UER- E. SW!T I RC= 3547.:, .._ ._UAT'-- t7+0634 BW MZ20 ±1.Oaf LT.1 } 17+13.56 PM 35750 17+13.58 PM 357.25 17+06.34 EIX 357.20 ✓s S4 {23.55" RY] E ' 1 N f VA I'7 -I"T E_ SVITI-I EXf' 9—,?0-19 J Jk' Ei'�?:,f f 7�aJr� rn:42 7 L,? -F R,C.E. )�*T 7VYLE"X RE'VVSI"Ld Al : R_`t<IuE+ REFL_G- ;;!lR�E' .;U�8 REIUQ,,,S Its` JMUT =s f e AAW SIM fKTRM J ary smarrr )i WMa CMIP RAW P& ltr S7B f 9 CAL &W SPEURCA flM PER J i r TRArfr CB:t r li 60 Jt f 4i gn M1i ., d - •+I4 f m 4 SJ N 9%3G/i9 +I R;,♦UER- E. SW!T I RC= 3547.:, .._ ._UAT'-- t7+0634 BW MZ20 ±1.Oaf LT.1 } 17+13.56 PM 35750 17+13.58 PM 357.25 17+06.34 EIX 357.20 ✓s S4 {23.55" RY] E ' 1 N f VA I'7 -I"T E_ SVITI-I EXf' 9—,?0-19 J Jk' Ei'�?:,f f 7�aJr� rn:42 7 L,? -F R,C.E. )�*T 7VYLE"X RE'VVSI"Ld Al : R_`t<IuE+ REFL_G- ;;!lR�E' .;U�8 REIUQ,,,S Its` L$ E&L-No VA �-VR-Sr MAII&J7PER ,fir • STV l BE ffMI, OR f J f LWX PER OF VP J MErt aUaff - XOV L00 PO LW SfB JMUT =s f e AAW SIM fKTRM J ary smarrr )i WMa CMIP RAW P& ltr S7B f 9 CAL &W SPEURCA flM PER J i r TRArfr CB:t r li 60 Jt f 4i ogillitilvklimgio d - •+I4 f SCALE: I HORI . 1 B1 -'- 0' RT. 1 m PER TRk,;- ; j ............ RRE OPAL. O VE L__ - -. _.... Ni1I18€R....f]ECFA......Et,dfiltlS...tEFiG111_ 10 . _ _ TAN=.. i i4i 71'75'33" A5.U0' 13.]G' 0.9#` 84.00 197.70' 2i72.w is 22"25'3" 35.tS0' !3.70' &.4 E 9d90'00 _ .35.6W 54.98' 3,MV SCALE: I HORI . 1 B1 -'- 0' RT. 1 m PER TRk,;- ; j ............ RRE OPAL. O VE L__ - -. _.... 4. PRG R 35518 EC R 355,21 NOTECONS RUC? SiREET SECTfON PER TYPE °A' FOCAL SIRPLT SECTION ON SHEET 2, FIRE OPA I _PRI WN J ! F5 ?Uj • sra qTr N[8&wmr arAsorw PER co STo SF -n lF11 BE CWT.. OR EXISFS AS AMD STR SWI LffWT - .95W LWN PER OB STD ST -14 STD. STR£Ef LfFrHT - RPM LtNN ?"EA f:T7B STB ST -14 + sm sTR£ET mw sxN xm PER av SrB r I + STA CIFY STREET MMF_ S16M PER OB STD F 1 SriM, WEE CM10? 944 1U US STB ST -YAW 1 CALTRANS SWCIFICATIITY PER SO A-88AJcl?sF-A f VRIVE A r PER WN SFB Sr -7 ANY r l? -*- TRVT'fC COV Ma NO - AS AMED ^4- M SEWR IN X 8 + ItUE ?YPE `A' P& LO STB SV -4 'T' TYP, TYP£ 'A' CATCH BASLN PER CM SM I4 -o- RLS° W/w,d a x & £ rrw 'A' PiR wB so sv-4 S"€A tR1TLET STRWRRF PFR OR STP 1111 STD tXd OV46nf W-tw PV? f.TIR STB P -v i 10 11 1. t� mi x�5 Q. I _ } [4 m a - a r, •Nis ,� " - ,. t._._--____..-...__. _.._-}... -_..._. _...�..__... _. ....._..-j... ....._..-___._ a-. _.._...___._.. �_..._............_._...._.__.-__.......___.......-__._.__.....-_.__.. _.-.._...._. _.... _ .. .. � ... .. .. .. ...._..............____.......___._..........._..._...-..._..__ ____._.-..._ _.._.-_....... _' _.... ._... ... _L.... ..._ ._...._ ...... .. ... 1;: 4. PRG R 35518 EC R 355,21 NOTECONS RUC? SiREET SECTfON PER TYPE °A' FOCAL SIRPLT SECTION ON SHEET 2, FIRE OPA I _PRI WN J ! F5 ?Uj • sra qTr N[8&wmr arAsorw PER co STo SF -n lF11 BE CWT.. OR EXISFS AS AMD STR SWI LffWT - .95W LWN PER OB STD ST -14 STD. STR£Ef LfFrHT - RPM LtNN ?"EA f:T7B STB ST -14 + sm sTR£ET mw sxN xm PER av SrB r I + STA CIFY STREET MMF_ S16M PER OB STD F 1 SriM, WEE CM10? 944 1U US STB ST -YAW 1 CALTRANS SWCIFICATIITY PER SO A-88AJcl?sF-A f VRIVE A r PER WN SFB Sr -7 ANY r l? -*- TRVT'fC COV Ma NO - AS AMED ^4- M SEWR IN X 8 + ItUE ?YPE `A' P& LO STB SV -4 'T' TYP, TYP£ 'A' CATCH BASLN PER CM SM I4 -o- RLS° W/w,d a x & £ rrw 'A' PiR wB so sv-4 S"€A tR1TLET STRWRRF PFR OR STP 1111 STD tXd OV46nf W-tw PV? f.TIR STB P -v i 10 11 1. t� mi x�5 Q. I _ } [4 4. PRG R 35518 EC R 355,21 NOTECONS RUC? SiREET SECTfON PER TYPE °A' FOCAL SIRPLT SECTION ON SHEET 2, FIRE OPA I _PRI WN J ! F5 ?Uj • sra qTr N[8&wmr arAsorw PER co STo SF -n lF11 BE CWT.. OR EXISFS AS AMD STR SWI LffWT - .95W LWN PER OB STD ST -14 STD. STR£Ef LfFrHT - RPM LtNN ?"EA f:T7B STB ST -14 + sm sTR£ET mw sxN xm PER av SrB r I + STA CIFY STREET MMF_ S16M PER OB STD F 1 SriM, WEE CM10? 944 1U US STB ST -YAW 1 CALTRANS SWCIFICATIITY PER SO A-88AJcl?sF-A f VRIVE A r PER WN SFB Sr -7 ANY r l? -*- TRVT'fC COV Ma NO - AS AMED ^4- M SEWR IN X 8 + ItUE ?YPE `A' P& LO STB SV -4 'T' TYP, TYP£ 'A' CATCH BASLN PER CM SM I4 -o- RLS° W/w,d a x & £ rrw 'A' PiR wB so sv-4 S"€A tR1TLET STRWRRF PFR OR STP 1111 STD tXd OV46nf W-tw PV? f.TIR STB P -v i 10 11 1. t._._--____..-...__. _.._-}... -_..._. _...�..__... _. ....._..-j... ....._..-___._ a-. _.._...___._.. �_..._............_._...._.__.-__.......___.......-__._.__.....-_.__.. _.-.._...._. _.... _ .. .. � ... .. .. .. ...._..............____.......___._..........._..._...-..._..__ ____._.-..._ _.._.-_....... _' _.... ._... ... _L.... ..._ ._...._ ...... .. ... : 1 I SCALE HORIZ. 1 5V °VERT. I" yy �� i N, Dw xr i; f C Ft 35&16 20 O 8C 08 FL 355.43 _ . • Mr'= ;. c_ r' �„ 5 7m(ZN'' ':p to rLOMJNr_ CURVE DATA I �•� �I r3- I _._....._... ........-__ ..... .. .....fr....C ....r.. .._..._..._.. __._......... litS r.. 1 m "ten' 9275739' - - MINJ-- ! 6194' -13.70' 535 35ao' t ro'91r. 8 w r _ . .. ik5i`It^ 3-41.09` L... t9�.�a '_ ... 20Z' .. ._ ..__._ ] ............ .-...... s w i' .. ..... .. .... ..... ..... ._.. 22' Vk' 35.00' t3.70 di4 - .. i ' " c3 9t}SY.YOa" 35.Lb' I 54.98' ! 36.94` -_ A •- I .fir `S ' � N, - 4 4-. SCALE HORIZ. 1 5V °VERT. I" yy �� i N, Dw xr i; f C Ft 35&16 20 O 8C 08 FL 355.43 _ . • Mr'= ;. c_ r' �„ 5 7m(ZN'' ':p to NOTE: CONSTRUCT STREET SEt'WN PEP T-YNCAL WCAL SWEr SEG"17tlFd ON ShEEFT 2- 1 E3C FI. 354.75 PK I'L 354,78 10 I �•� �I r3- I .! 112 13 14 r,, E4'Sf' E litS r.. 1 m NOTE: CONSTRUCT STREET SEt'WN PEP T-YNCAL WCAL SWEr SEG"17tlFd ON ShEEFT 2- 1 E3C FI. 354.75 PK I'L 354,78 f R 00Er 7 S'M Tri R'`..C_ A73 I.'n i_ LEd'EAD rry X C6vsT. cg EnSTS AS AM& 4 STA STREET LfGiT - 95W LLMW PER C93 STB ST -.4 STA MEET €IWYYT - 22AV LLQ' PER fYR STP ST -14 + sm srRrEr xAt' moot or m PFk ca srr r ♦ sm ctrr smr47 NAS stay PTR caw 1 srp/tr7i OF SM VIM LWR RAPFR CPPB SM SP 18ANP CQLTRW 3PECYW4T & PER STB A -88x1 tA - C BRIAVAY P& COB STB ST -T MB ?-1i *— MAfrtc MTP -X M - As AMP -�- r>P SEVL-R ,WN 4 £ TYPE 'Ad Pff MB SIB SV -4 -r M TYPE 'A' U MY BASIN PER Mff -ST"4 -0- RCP VIRE! 4L lit 3 SEE!€£ Tyff- `A" Pik a& STB SV -4 STP MAINAGE MSN PER ng STB B-41 10 -v !:W 11 112 13 14 r,, E4'Sf' E litS f R 00Er 7 S'M Tri R'`..C_ A73 I.'n i_ LEd'EAD rry X C6vsT. cg EnSTS AS AM& 4 STA STREET LfGiT - 95W LLMW PER C93 STB ST -.4 STA MEET €IWYYT - 22AV LLQ' PER fYR STP ST -14 + sm srRrEr xAt' moot or m PFk ca srr r ♦ sm ctrr smr47 NAS stay PTR caw 1 srp/tr7i OF SM VIM LWR RAPFR CPPB SM SP 18ANP CQLTRW 3PECYW4T & PER STB A -88x1 tA - C BRIAVAY P& COB STB ST -T MB ?-1i *— MAfrtc MTP -X M - As AMP -�- r>P SEVL-R ,WN 4 £ TYPE 'Ad Pff MB SIB SV -4 -r M TYPE 'A' U MY BASIN PER Mff -ST"4 -0- RCP VIRE! 4L lit 3 SEE!€£ Tyff- `A" Pik a& STB SV -4 STP MAINAGE MSN PER ng STB B-41 t� - 10 11 112 13 14 1 I � I I .__.. _.___.__.. _. .___r... _.___. ..._. ._....,.... .. ... .... .. ... ... ..._.._.. .... .. ..... .... _... ._ ___ _._....... .. ._ ..__._ ] ............ .-...... .__.. ._... .... .. ..... .. .... ..... ..... ._.. ... ..... ... ... .. ._.... ....._. .... .... ... 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VERT. 1 2** -t- SrA IrtITUT SWP-*E AR co sr -3.0-1i PHA �f SYR MkNiE _94riM iEff MT SM 3-11 10 11 12,-- - 13 14 15 16 17 10 1.9 2 U^ 21 22 ---- ------ -------- ------ ---------------- ----------------- ----------------- ----------------- -------- ------ -------- -- ------- ---- - - ------ p I --------------­-----­- ------ ------- ------ ----------- ii -------- ---­--------------­- ----------- ------ --- -- --------- ------------- . ..... ..... ... .. .. ....... ....... .. ... ... ..... . 0.* . ... .... ... ,,--�IEX GIR06ND 0 71 -------- t 7�T – ------ --_- ------- - --------- 356 4.,�7 1 356 ----------- ------- 35.5 Pee 355 :354 ; A y R All -------- --- ------------------- - --------- ---------- - q ,q........... --------- - ---------------- t s SX�j s; It ----- --------------- - ...... 353 4 iv i JAW]' _!_ '­ ­ L ----------- 7-- :35L 'y .. . .. ..... -------- -- --- ----- --- - ---- --- - 4 --- -------- NUR TH FL 0 A INE ........ .... .... *­_... -- -------------------- ------ 3 J� ------- -- - eq - - ---------- - ---- ---------- i j-------- ------- I .......... . . .... ...... .... . .. .... .. --------------- '-T . ....... ....... .. 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WWW 2D.OD31.42' 211W C WWW 20W 131_42` 2CLW j fA �9fl 9D Cq j 2DAD'--_ 3142' MW SCALE: HORIZ. 1 50* VERT. 1 m w . m Lo I RCEERT E St HH' :CU 351'3 DATE I'' i3rt3D'fl7 �''-i 4� 9N0C#1 t 251117,lljll� � u t d� c� --J-''.... In. 31, i Ci MUTE: CONSiRI U STREET SEC'00M PER TYPE T A BEL, IA XO OD XA Y 10 11 12 13 L c L1END • Sla CITK MWMAfT fNCASEACVT PER CO STP ST -13 €M W CY3tI5'T 1W EXISTS AS A97TEP) — s7R sarr Llctrr - zo uWN P[E�R''�y sr,u sr -m -� STA STREET LII�T - &a LWN F LW LLD STP Sr -19 -{s- ST,a sr ET MW Vcdv ogmt PEN rig STB T-1 + S79 VrY SrREEr NAME DW FU OB M T-1 Era i hra rws Aw. PER CSD STD ST49 40 cotmANS spirr CArm PER STI1,4-mAi, 44 f }IRImmy PER co STD ST -f AND T -w --7RAfFN CUVTMZ SIL+7d - AS AMO M. ZVER MIN 4 A64A9iIC r7Pf A' P& LW STB SIJ -4 '11' TYP. TYPE 'A' L'ArCH Kf.W OR Mg ST1t-14 { -RCF V/RCr) 0 III A MWaE rM 'A' PER M STP SIJ --d �— Sri D jUr STRC4^Aff ?'ER cm sro P 11 sTa LM MAGE BASIN PER t .M D-11 1.. zt zo 3 --J-''.... In. 31, i Ci MUTE: CONSiRI U STREET SEC'00M PER TYPE T A BEL, IA XO OD XA Y 10 11 12 13 L c L1END • Sla CITK MWMAfT fNCASEACVT PER CO STP ST -13 €M W CY3tI5'T 1W EXISTS AS A97TEP) — s7R sarr Llctrr - zo uWN P[E�R''�y sr,u sr -m -� STA STREET LII�T - &a LWN F LW LLD STP Sr -19 -{s- ST,a sr ET MW Vcdv ogmt PEN rig STB T-1 + S79 VrY SrREEr NAME DW FU OB M T-1 Era i hra rws Aw. PER CSD STD ST49 40 cotmANS spirr CArm PER STI1,4-mAi, 44 f }IRImmy PER co STD ST -f AND T -w --7RAfFN CUVTMZ SIL+7d - AS AMO M. ZVER MIN 4 A64A9iIC r7Pf A' P& LW STB SIJ -4 '11' TYP. TYPE 'A' L'ArCH Kf.W OR Mg ST1t-14 { -RCF V/RCr) 0 III A MWaE rM 'A' PER M STP SIJ --d �— Sri D jUr STRC4^Aff ?'ER cm sro P 11 sTa LM MAGE BASIN PER t .M D-11 m TLowUNE CVRVE DATA 1s,le:t. c:•.'r. F?a;ly: :1.:11r;�H :;,rv,:Er., l}_...141"1509'.. .— 4206'...-I.-.7113.54°--, 116.4#=1 2i 12T34'41° 42v0' 93.52' i a5.31' _5— -- —.15.06' _VA _� x,.40' y 2 ,i3 14 14.29' "o, 44'24'55` 1 96iYJ'00" ----- --.._.....---1--- 263,10' 31,427 _ _ _ ... 2Q.G0` . .. ..._.._a —X6.06` 6 9G'O'S'06' SOP' 31.42' ?' 95'£5166" 2MV 1 31.42' 20.06` 3' 96'00 w 20.0(' : :;;.42' 27 , ;9` 49x52'37' 37.66' ' '.9.83' I 158ra` , 435'52'37' 4200' 91L56 ?63.53' . STi; ".TTY PWOT EW-4SEt.NT PER € 19 STB ST -I3 13652'3?" 426G`__99.80'--_`—g-5'83'—� a ;� � L f' C F' ' .?ACI Ei S,aj -� _ 1 � 1 Iti 946ZU7 M FL 350,4,3 {19-24 U-} FX. _ , {P OWN 9+58.30 pw 350.55- 9+58-330 POW 7l, i 350 a2 9y+G8.2?[�TE}LC FE. I IiP e. It 5ot BERT{ I t1 — 21 rp4. Lv'*' wl -ro. 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Jnr <.s rue. sctwale_rr. � E r� }v' j', �J i j•4 '`t1 ^`' `.ln I} �� i - s�> 1.x.1 , 'y 9 ('� 7 � R' � fi 0 nR, i ,W I ': ".l' zs' ._;�o ./ _ 1 .a „^, TIP. i w 1 a ro I t (-Vol N xg,' 4(..i4 ..... _.- r...— I-....- --... a a ' C Fl 8 i'ED ry a 10^ 20 iiii 7_—__. ._—i w.4^i. iSPC -a-11Xi}k WLY;1 rD co _H _ t:fi P.5 CEVE fa rwlk_r+o NOI; WNSTWG STREET SEC00N PER TYPICAL � u * LOCAL STREET SEVON ON' SHEET I r,�Ev ROSE ,�VEATTE (g' RIOR, 'T F, FAJIT= RCF "5471 n.4TF I KJ . 355473 P/no/o'/ 22+0190 avo 355.$4 (2355 Lt) 22+9.12 PDX 355,$4 22+11.12 mvC r1, mm 22+63.96 EVC 355.64 (23,55' Al d1% r•1 ♦l F. -Y 1 —, Fl 8 NOI; WNSTWG STREET SEC00N PER TYPICAL � u * LOCAL STREET SEVON ON' SHEET I r,�Ev ROSE ,�VEATTE (g' RIOR, 'T F, FAJIT= RCF "5471 n.4TF I KJ . 355473 P/no/o'/ 22+0190 avo 355.$4 (2355 Lt) 22+9.12 PDX 355,$4 22+11.12 mvC r1, mm 22+63.96 EVC 355.64 (23,55' Al d1% 8 i'ED NOI; WNSTWG STREET SEC00N PER TYPICAL � u * LOCAL STREET SEVON ON' SHEET I r,�Ev ROSE ,�VEATTE (g' RIOR, 'T F, FAJIT= RCF "5471 n.4TF I KJ . 355473 P/no/o'/ 22+0190 avo 355.$4 (2355 Lt) 22+9.12 PDX 355,$4 22+11.12 mvC r1, mm 22+63.96 EVC 355.64 (23,55' Al d1% STi; ".TTY PWOT EW-4SEt.NT PER € 19 STB ST -I3 + _ BR74EVAY PER WB SrB ST -1 ANF HE fill IT CdhtSt t?T' EXLSTS AS A@JTEBj €+ STA STRCEr !_TENT - m U#n PES.' CUR ST9 ST -14 F TRAFFIC a#VW 0W - AS AUTFR STB dIGNT - 2 0 LLS+EM t'f]4 tBB SrB Si 14 PT. RANK 79 C&TERUW STA. - AS AVTEB .STREET - - W. SEVER MAIN & MA .E TYPE 'A' PER OB STB SV -4 S:fJ STREET MW SIMV 0CW1 M MR STB T 1 "r TYP, T)PF. 'A' CA" R4T N PER WB SM -14 + S;B: CITY STREET MW SIGN PER C9.9 STB, j f -1)- RTP VAKI a- N & M Afaf TYPE 'A" PER OB STB SV -4 STr� VkrEEt p#AfR RAA9 PER GYTB STB ST- ANB m TYE' SEVER' MAIN; aEAhWr P& CIN STB 3V- tAI-TRANS S1'ECIFBTCATIIPU PER STB A-880 CAW A-8841 �— STD 1NITL£r S]?PJCrItR£ PER TT& STI! B -Ji VA WAIN46E WIN PCR 7B STB B-11 10 11 1 1 14 1 1 1 1 19 20 21 22 , 1 1 i , i — — 356— -------- EX .VROUND 0 CI_ A i 35 5 • �r,�( .a'ir '>4r51Nft '/w,T� : , ��� If] - ELLS i. ..� �L�I .. :[—+, 35 .1 . LL ... ..... ..... :i,. :: ,r1 F;,+e.�� tl-> , '^ ... .. _ _.. .... _ .. ... ....a.. _.... _. .._.... _-•_•- _.. ....... .. .. 1. Ry, .. .. ... ........ .y. ....... 1 .. _ .qj; .. I .= +Y w WS 352L,i:.. J* ti . +0.!4(M 7+ 4'. _ .... F' ...... 1 _..... 1 ..41 5f...vER�G :WRE nG 1 M3 I j 1 i ae ® r•. i SIM i J�� 350+: qq} 1/y, ,•� I,.ri�,,, G� .' i'r ,.. -: .p 45 a 'p{{5165. m w p "C ... _ ... .. .. f jj�,�ygf//j��.,. )q�fj n ...' ._ .. _. ._.. .. _. A 34.9 3.�._ 1 � I 1 I i _ 1 , '........_......._. .... .. ... .'. ._......_...-.. L... ._.._ ... .. ..... ... ..._. .._.. ..-...... .. . .... .... ...... _. .... ... .. _ ..._ ...... .. . ... .. ..._........._-.-.. ..._ .._...-.. .... _.. .-... .. 1 ; _ �i 1 ...tX. GROUND 0 CL---- ---..-----------..-.-_ ....... ....._ P{Tihd � Y 355 / pp I T>+ tT R511ti +}y �G 'VmMcWE _T- 5 91 353`� 1 1 r+ �a1 �M 364 '~- M v ; W : t•1•i k' 4]j (>'! ..4 I i N N Eyi ... 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Sndl-H C:E .35473 n N \ W 2 X220 10 � � � � �g IV 2Q 20 10 ft I cs MAXLE END .. 4• .. i1 -Citi:.*.; :i wf< ! 4-3 VARKD <a f muu 2 a'+ Mr om -n* , ' a • STI% MY AY�Od+IFNT EhtLAifiT PER CiFB STI ST -13 l {.. ..:.. _:.' :` (TO BE CIA L LF EXFM AS AMM =�----------==_ f SrA ST,I'Ei T Lmr - m C oov {fir aW STB ST 14 Slit STWET LJbH - &OW IWN PER MB TrB .V-14 +- SM SMIT AWE 170 (,ETRE) P& CUB Silt n � I• � r (? CV 4 �k eY 1 r fl ( + + STIE alT STREET MW SIGN PER OB STI -7 }ti - �t.y1 �....Fi6' r i;$' llii�g ic'+ 1. T$ �i �gs VS ;tFTT it c.l741A.T awl: „� eo nFEi i° STA VdA C'MY RAW PER CLTB STI ST-.t?T,NIT w 8 kA rip CE. t:saN' 1! c TRANS SP rirATIRN PER STI4 INtC. S4" t+: NEVAY PER CIFB STP ST -f ANI -7R TRAFFIC CaVIRM STSIV - AS AVTiB - TYP. SEVER NOV & Ad4#aE TYPE A' PER UY STD SV -4 ri T TYP, TYPE A° CATH WN PER CO ST37 14 w -C�- RLP WIWJ CL IIF & MAPUE TYPE A' PER MN STI SV -4 NOT, C'ONS]'RUCT STREET SECI)ON PER TYP)rAC :I-- STA DUU'r SmeTUE PER ON srn ff 11 LOCAL S REFf SECTION ON SHEET 2. STA LBWNAEE BASIN PER CU STI I -Et INSTALLSAM 'f NE (CA) :OGN JIM C SALVAGE MARKERWNV TH PHASE BOUN0AR'Y OF TRACT IF ANAE NT WAS PS NOT CWSMCTE0 AT SANE NE. REMOVE ANO SA�VA(9~ SiON YAII+ CONMI,TION OF AWAMT PHhSE- SEAY 2 T NOTES: REMOVEEX-STD_ CL R HARRCAOE'MTH w-31 CA} 9GH WTH OM4-3 MARKER AT PHASE AM T TRACE. w J _ v1 u 1 BAGUETTE AVENUE EX WA. -'%WM t q+4 FtR m fi l iW1 SCALE HORIZ. I" = 50' E? OWNE CURVF DATA -•- TRWW MVrW nO - AS ACTO ir. y'r ; nr. TA rA6'0s rK,l I ANG N- CS'' ME `A` CA WH Bi4SIk PER 08 STU-14 20.00' l -0- Arr VIRW a .I7 4 Gaon ' rrl- 'A' rpt M sro SV -4 11 --'',-42' rr TLET STRUCTiff PER CM STB B-11 .20A0'...._ i 90474Od 24,44' 31.42' N AAD: df At7"44'L'4" 3Q d K42' 26.44' r 46 xa7" 37,44' 29M 15,45' 6Y 45'52'37" 57.00' 13 I �7J � 13552'3?' 0 1 } tr 1355!'37 42.W 99.=517' 1 143.53' SCALE HORIZ. I" = 50' t g -•- TRWW MVrW nO - AS ACTO 35,551.1. � 1 ' -�- ryP yt T UP, ME `A` CA WH Bi4SIk PER 08 STU-14 'V l -0- Arr VIRW a .I7 4 Gaon ' rrl- 'A' rpt M sro SV -4 11 a rr TLET STRUCTiff PER CM STB B-11 _ J r: V FRA&46r 84SPV P& ST.P P-Irir y� W _ M U I 13 I 1 i 20 0 1 } tr v G�+ G1L:,c4 i w4 -F 14.. r;;51 . s I C� ' 'i— F •+: 15+37.72 fm w cti �y rg �rS v SCALE HORIZ. I" = 50' s ST,r,S CITY Termor Dw"WNT PER ow STE ST -13 (m BE CWT 3P MISTS ;4S m7?km Sri, STRCET -Itaff - M Ltstw PER 07B SIR ST -It SIP, VrArr Llwr - AM LWWN PER OR S?11 S%14 + Em INW mw ulw ofmm PFR Trap sru r 1 + rrn CITY STREET sIrA REE,? cm a'o T-1 ¢+ } STB b'�ffC CWN RAMP PER XB STB ST -0 A;}ID . 1 Cot TRAM 7EVYlrAT11W PEP STB A 7&4 , CAO$ -A r j W}V WY PER CO SCJ Sr -7 AO T-1? t g -•- TRWW MVrW nO - AS ACTO 35,551.1. � 1 ' -�- ryP yt T UP, ME `A` CA WH Bi4SIk PER 08 STU-14 'V l -0- Arr VIRW a .I7 4 Gaon ' rrl- 'A' rpt M sro SV -4 11 a rr TLET STRUCTiff PER CM STB B-11 _ J r: V FRA&46r 84SPV P& ST.P P-Irir y� W _ M U I 13 I �. k =F �..�i.{11 Q} U' Yi•} {gyp' �y"-}'' G 'WiL1U"' } tr v •u I _ _ I s ST,r,S CITY Termor Dw"WNT PER ow STE ST -13 (m BE CWT 3P MISTS ;4S m7?km Sri, STRCET -Itaff - M Ltstw PER 07B SIR ST -It SIP, VrArr Llwr - AM LWWN PER OR S?11 S%14 + Em INW mw ulw ofmm PFR Trap sru r 1 + rrn CITY STREET sIrA REE,? cm a'o T-1 ¢+ } STB b'�ffC CWN RAMP PER XB STB ST -0 A;}ID . 1 Cot TRAM 7EVYlrAT11W PEP STB A 7&4 , CAO$ -A r j W}V WY PER CO SCJ Sr -7 AO T-1? t g -•- TRWW MVrW nO - AS ACTO 35,551.1. � 1 ' -�- ryP "F -P MN a mv#ftl rrPF W PER 60 STB Sw-4 T UP, ME `A` CA WH Bi4SIk PER 08 STU-14 'V -0- Arr VIRW a .I7 4 Gaon ' rrl- 'A' rpt M sro SV -4 11 -j— STB rr TLET STRUCTiff PER CM STB B-11 _ J 22+71.70 EVC FL 354.85 SIR, FRA&46r 84SPV P& ST.P P-Irir y� W e M U I � � I ai s =F �..�i.{11 Q} U' Yi•} {gyp' �y"-}'' G 'WiL1U"' ,'�fJ`•rLFp��; ---------- 620_I20"1. 0 Nr,, '341 rs 43l�9tf/{7"f t g y 35,551.1. � 1 ' 22+39,91 AIV, 35£75 'V 22+78.92 POW FL 354-+0 71 11 20 2'J 11 _ J 22+71.70 EVC FL 354.85 u M y� W A; M U I i I =F _ F• / tr v •u I _ _ i ' 'i— F •+: 15+37.72 ---------- 620_I20"1. 0 Nr,, '341 rs 43l�9tf/{7"f L t• _ . . 8 :17ki R' +.u/ IA:ti7 n.� r�`G'.::::fAGi "r—TK—ttF�Z t g y 35,551.1. � 1 ' 22+39,91 AIV, 35£75 'V 22+78.92 POW FL 354-+0 71 t 1 I �^S _ J 22+71.70 EVC FL 354.85 u M y� W M i =F _ F• x� I L t• _ . . 8 :17ki R' +.u/ IA:ti7 n.� r�`G'.::::fAGi "r—TK—ttF�Z cl m w v NOTE: CONSTRUCT STREET SECT!GN PER TYMAE LOCAL STREET SEG704 CV:' SIEET 2. BA 6: UT TT17 A FEWIT rZ,h ...\`•`• I t g y 35,551.1. � 1 ' 22+39,91 AIV, 35£75 22+78.92 POW FL 354-+0 w t 1 I + 22+71.70 EVC FL 354.85 M { M m rr� cl m w v NOTE: CONSTRUCT STREET SECT!GN PER TYMAE LOCAL STREET SEG704 CV:' SIEET 2. BA 6: UT TT17 A FEWIT rZ,h ...\`•`• I t g y 35,551.1. � 1 ' 22+39,91 AIV, 35£75 22+78.92 POW FL 354-+0 w t 1 I + 22+71.70 EVC FL 354.85 M { h cl m w v NOTE: CONSTRUCT STREET SECT!GN PER TYMAE LOCAL STREET SEG704 CV:' SIEET 2. BA 6: UT TT17 A FEWIT rZ,h ...\`•`• I 72+7t7494C R 3.84.65 g ti \ 35,551.1. � 1 22+39,91 AIV, 35£75 22+78.92 POW FL 354-+0 w t 1 I + 22+71.70 EVC FL 354.85 M 1 � L � ti' w � M { h m � ti' W Z W I:I!^:''.4 OF: IA. R.4WUF 'WAr IA.NRI1 ! � '� � t^��: •`�:avo'�n' z.a' $s:iev:. 7�4 iE . ' 32 .. ..,, a T Fii_ _ g 1 " — J � 22� �,- 20 ip -8'45 I g .F i{ .�-�q9�• - 26jlw hit':vw s'LNJLu' lUo I� N ! U. i € «_ on 10 TSL �a_� �✓; y u. .riLC SNIc'T +a z * STA CITY 97"CVT EFICASECWT FFR C£1D STI! ST -33 aM N CWT. 09 EMU Ag ACTED STD SST LiF r - SOF LOOV Pi3'i' CM STD ST 14 STA .STREET LIGNT - MW LlgtcN PER COD ST1J S7 -I4 c+ IN + rTB STAT MW SIM Chf£MD PER CHN STB T-1 + STS CITY STREET NAAE.V.-W AR aW S9 T -I STA WfEEL CMM RAW PB? G30 STR ST-PANB + TRAMS SPECIFKATIOV FF_R STD A-", Ckm-,4 NCTE' C€ NSMUCT STFLET SECTON PER TY?1CAL 1RRIt/ WAY PER COE STD ST -7 AAO T -Icy LOCAL STREET SLUON OWN SHEET 2• -TRAFFIC CANMa MY - AS ACTEB Y �- M. S'T PU? MY d MMC Trftr A' CA SM SV -4 BA YPERRY SCALE: HORI . 1" 0" � T TW FE XA RCP w RV CL�r1I 9 Eri) AWN rYPF'A' CM STO SV -4 VERT. 1" = ' 1a a l a— so MuEr smcpm Pz cm STn 5--r1 STIS MAANNY MYN PER am STD 19-11 1 11 1 i� 14 sffmmr LUUu ST 41J24 Uw 9D"D64k'i" _ ,.. 3f,12'U,60' A'� rfi 9+66.22 M TL 353.78 •s' ?• f23 LT, o 9+58.00 SVC 3.53.95 1 943B.NAi PR7VC ft .a;J'_BG . 1 ,5 gi w .i cF W cv o. .. r s r n . f. . ;t 10 m alto 5 't Z '---."• `� i 1� �'N /� "ILP � i I gym. aro an.,;,� _' MN 14V k,., i L � 4t:.i h. ?:H9 :t7:5n1+: �t" � `'�. •— , 9+65,22 EW FL 353.7B (23.55' RT) 71( �I J� xs "' � SII Y`• SCALE HORIZ. 1 st = ,so' EST. 11° — 2' NOTES: f �- WUMNINECT CONDUIT AND PULL BOXES. INSTALL r � OW - 2` SMULE 46 PW; CONDUIT UNDER Wy1'ALk '►FPS 0 PULL BOXES MY 160', OONDUIT ANI) PULL BOXES 10 � N __ ' .-......- .. a�.•q; �� d=® � BE PLACED PRIM TO PLACEMENT 4F AGR BASE � { '.RO :F.P. I r . S4X 'H R. E :71 54T3 DAT- (SEE SHEET 26 ITCH INTERCONNECT DETAIL) i `+7} TRAFFIC SIGNAL INSTALL IWO - S' SCHEDULE N PVC TRAFRC ISDHT ELECTRNCAL COMMIT, TO DE PLACED PROR TO PLACEMENT 6F AX EUS. 12' LIMIT tiRE AND ALL OTHER PAIITEfi 09IE6RIG5 r/1Fi961tk'LA511C-- :_ PAINT PER CAL -TRANS STD. SPEC. 8DIO-2IC-19 - 23 r/�..4^!'+#�V� �„ 3: ^ �^ .'') 7 �--`� 7:u. 35473 34 u 'a� :s� •.0 i 1' w tx� 1 vu 1 i° `1. / -: .. '� f tl )tr 1 ' �1 9/35%47 S, - ....�.:. ».». iS6 L•k.3.. .1- i OAR ia.ia;t �, 52T33 14 N - l9 r +ii I m �' ..—.__....... y - _. ..._. ..-Ci y.5i1u. k' ? �M ... _. ......_ ♦ t OTH Ow 3 i„ 3 AL3 @ CLPWO Cv u; _18 ks tv s� ;6;� v' 9 4- �M ... _. ......_ ♦ t OTH Ow 3 NOTE: a1ONSTRuCT STREET SE^ ICN PER rYPE W 'LOCAL .STREET SECTION ON SHEET 2. Al -V 19 � D0 DVEYU, \,' ,-71y o ij M!r�Jk u`� 4 Jl1 ' 4 34 .� v ::• .c.� SHEET 23 r .G ..,' ®� : C4 yRC1�ERT e. sMiTE3 ©A1'E � . ...... ----_.._..— LAPiIFL T?Ar1 L:A PA'T'E V-e)4tlr A0it G1 t� `RULa { s?� Jltitr e uta -lYh i:1 -r53 G D aJ 1 J X CMTt rr AMP) 1 Slkff T U&Tr1 LiAVW P& I: SO STA rir UMV PER F. / t g7wrr mw n9vr ' wft srp ,: grt IN 1 W.Wa CMR RAW PFR CO SrB r J� CAL MAC r; PER r WIVEVAY PER CM STO TRAFFIC CDVTRa 171911 - AS AVYFV dr WN STO CUR � r •.r• r; r r r • r. r r K i„ 3 AL3 @ CLPWO Cv u; _18 ;6;� '- •-1 I U5 O t^-• � NOTE: a1ONSTRuCT STREET SE^ ICN PER rYPE W 'LOCAL .STREET SECTION ON SHEET 2. Al -V 19 � D0 DVEYU, \,' ,-71y o ij M!r�Jk u`� 4 Jl1 ' 4 34 .� v ::• .c.� SHEET 23 r .G ..,' ®� : C4 yRC1�ERT e. sMiTE3 ©A1'E � . ...... ----_.._..— LAPiIFL T?Ar1 L:A PA'T'E V-e)4tlr A0it G1 t� `RULa { s?� Jltitr e uta -lYh i:1 -r53 G D aJ 1 J X CMTt rr AMP) 1 Slkff T U&Tr1 LiAVW P& I: SO STA rir UMV PER F. / t g7wrr mw n9vr ' wft srp ,: grt IN 1 W.Wa CMR RAW PFR CO SrB r J� CAL MAC r; PER r WIVEVAY PER CM STO TRAFFIC CDVTRa 171911 - AS AVYFV dr WN STO CUR � r •.r• r; r r r • r. r r K i„ 3 AL3 @ CLPWO Cv u; _18 NOTE: a1ONSTRuCT STREET SE^ ICN PER rYPE W 'LOCAL .STREET SECTION ON SHEET 2. 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Al -V 19 � D0 DVEYU, \,' ,-71y o ij M!r�Jk u`� 4 Jl1 ' 4 34 .� v ::• .c.� SHEET 23 r .G ..,' ®� : C4 yRC1�ERT e. sMiTE3 ©A1'E � . ...... ----_.._..— LAPiIFL T?Ar1 L:A PA'T'E V-e)4tlr A0it G1 t� `RULa { s?� Jltitr e uta -lYh i:1 -r53 G D aJ 1 J X CMTt rr AMP) 1 Slkff T U&Tr1 LiAVW P& I: SO STA rir UMV PER F. / t g7wrr mw n9vr ' wft srp ,: grt IN 1 W.Wa CMR RAW PFR CO SrB r J� CAL MAC r; PER r WIVEVAY PER CM STO TRAFFIC CDVTRa 171911 - AS AVYFV dr WN STO CUR � r •.r• r; r r r • r. r r K SCREE: HORIZ. 1" _ 50' VERT. 1" , h!� y -7 A4,' ll6' + ... FL©KINE CURVE DATA (�.IBrE i ;`9`.a 6-1:-A 99TC6(46 RM.111S 20,U0' TNy01, iL42' TAt3WNT ::AJD' 2) 9iP01}W 4-66' ! 3!,4Y Mad •.• 9U'fA`p17' L 4' 9t'�4D'g4' 80.6' 139.4Y 20.(16' SCREE: HORIZ. 1" _ 50' VERT. 1" , h!� y -7 A4,' ll6' + ... am, '-E ?' :::EB k w, he V717... u ........ ....... ..{... ------ 1 L - `iii S14'1 1 '6 h tr. v�.Ll - am, '-E ?' :::EB k w, he V717... u ........ ....... ..{... ------ 1 L - `iii S14'1 1 '6 14 n 1i} 202 "- :SEE �3 V L rk am, '-E ?' :::EB k w, he V717... u ........ ....... ..{... ------ 1 L - `iii S14'1 1 '6 NOTE, CONSTRUCT STRM STCVGN PER fffCAL i-0 AL .57RTET ,VCTJChy ON SHEET 2, TRE Tt XA, ate, PHA 10 11 12 13 14 K Vo. 35+171 53,/30./977 LF LIEND • SrA CITY Wk"T C,WASNMT PR CAI STI ST -V (79 BE CWSI. a? UUTS AS NUFER) <s SFB STREET LIGHT - 95!X1 LtWM PER ON STB ST -14 STE STREET U&T - MM UKAI PEP CM SiT ST -14 + 571E saffI MAE SI& Aftw P& LW STU [--I via CITY SWT AWE YIWV P€€R CM -'PTB T-1 YTA WEa Lfd4IR RAW PER C0 STB Sr--XWO � CALTRAAt4 SffrITTCATRN PTR S r# ,I -BBA, ✓t MVEVAY PER C0 STB ST -1 ANE T-12 -� TRAFFIC CMTRa SM - 4S AVIEB -+M- TYP. SEW MM 9 MAW' M47 'A` PER CM STI' SV -4 Orr TTP Trt-r 'A' Waf BASIN PER MB M-14 -©- RLP WJR':,J Cl- IF 9 NAA7a E TYFF 'A' PER CON STI! SM' -4 �- STB Il AU SMX7W PER LYIB SIB B -II SrB MlMa BASIN PER LOON STO D -II 353 2 331 14 1i} 202 "- :SEE snEtT I6 V NOTE, CONSTRUCT STRM STCVGN PER fffCAL i-0 AL .57RTET ,VCTJChy ON SHEET 2, TRE Tt XA, ate, PHA 10 11 12 13 14 K Vo. 35+171 53,/30./977 LF LIEND • SrA CITY Wk"T C,WASNMT PR CAI STI ST -V (79 BE CWSI. a? UUTS AS NUFER) <s SFB STREET LIGHT - 95!X1 LtWM PER ON STB ST -14 STE STREET U&T - MM UKAI PEP CM SiT ST -14 + 571E saffI MAE SI& Aftw P& LW STU [--I via CITY SWT AWE YIWV P€€R CM -'PTB T-1 YTA WEa Lfd4IR RAW PER C0 STB Sr--XWO � CALTRAAt4 SffrITTCATRN PTR S r# ,I -BBA, ✓t MVEVAY PER C0 STB ST -1 ANE T-12 -� TRAFFIC CMTRa SM - 4S AVIEB -+M- TYP. SEW MM 9 MAW' M47 'A` PER CM STI' SV -4 Orr TTP Trt-r 'A' Waf BASIN PER MB M-14 -©- RLP WJR':,J Cl- IF 9 NAA7a E TYFF 'A' PER CON STI! SM' -4 �- STB Il AU SMX7W PER LYIB SIB B -II SrB MlMa BASIN PER LOON STO D -II 353 2 331 1 :JI .. .. .. I .. ... _.... _ ... ... .. . S.JC# GROUND 0 C -L I . ... .__ .. _...__ '._ I. ._ _.. __._.. .._.__.......__...._..... j ... _. EAS .. ... ....... .. 1.. .. ......._ '.. .... _ .l_ .... '.. .... .- __.._ .... ... ._. 1 _...-- --- .... . --.._..... _-_...... I 1 1 - - - -------- .. .. ... ....... 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L 4. igE YL STA CITY ANT acAS£`CNT PFR m SM Sr 13 f10 BF GYAYST 5? EXISTS AS AJTEM s� STA STREET I -GIT - 9.58+'3 LUWM AER COB ST,B ST -Id STU Si7E£T LILWI - P28ltlf LIAE'N PER OR STB ST -14 + STB STAGT MW SI&W 0ETRG'} PER aJB STB T -I -+}- STD CTTY STREL7 "Aw s1w Pu WB STD 7-1 ETA MR VAN RrF PER M .STB ST -10 J 1� .TRANS' SP£CIFTG4rlav -T ,$T A -M4, G't A j t tvtvAr JAR cr3B STtt sv�51w t r -p --9- TRNTZ 0MR41 SIMV - AS AVIRY -*- TYP. A-V& MM & XWR.F TYPF A` PER nW STD SW -4 "Ww TYP. rYPE 06' 0470 BASIN PER OR STD -19 -o- RCP v.,%j CG x tY fb44mr TYPE -A' PGR cis siv Sv-4 D— STP DUTLEi STRliG7Lff ffiCUR STB B-11 STB WAINAGE BASIN PER alP SW P -Il --------- - y 5� .n LU S xc u r '✓-t 4. M tact. 1 St'f.! i 211 I ?♦'j i �� C3 l� _ ��'JJ • • 9+80.00 % GUrH P, R 351.24 . `l ....._ (24.00 G eI i; j NJ W m 2 t'20 1O _c`r MET P:i w z 1 G J v 1 2 t 2 - 0 W� f.1M.5':. ifl!P5_ f59z I:fWI: Y6�WP1 A—fY� 1 _ _ 1 c.i i z� NOM CONSTRUCT STREE: SEC -PON PER T1,PICA. � LOCAL STREET SECDON ON 'SHEET 2. STAR MAY � � A TFA Y PHA LV J '14 �yLi7f (;591�3� N�fus l73 ��I GJFiEI;T E. ShdiTi F:C'= 354.: C=.TC. R,Evi`ullON A\ FAY' TM+� ( } R F. Sm _. Id EaTz �Z?91�tF r.�tuk DA -E kllvTSI'CV Al Itt_`dIS_) 0U.;3 RE-U�S TO + RE -EE"+ +.RRENT i;_ir55 ST•"•NDt.F_�. L 4. igE YL STA CITY ANT acAS£`CNT PFR m SM Sr 13 f10 BF GYAYST 5? EXISTS AS AJTEM s� STA STREET I -GIT - 9.58+'3 LUWM AER COB ST,B ST -Id STU Si7E£T LILWI - P28ltlf LIAE'N PER OR STB ST -14 + STB STAGT MW SI&W 0ETRG'} PER aJB STB T -I -+}- STD CTTY STREL7 "Aw s1w Pu WB STD 7-1 ETA MR VAN RrF PER M .STB ST -10 J 1� .TRANS' SP£CIFTG4rlav -T ,$T A -M4, G't A j t tvtvAr JAR cr3B STtt sv�51w t r -p --9- TRNTZ 0MR41 SIMV - AS AVIRY -*- TYP. A-V& MM & XWR.F TYPF A` PER nW STD SW -4 "Ww TYP. rYPE 06' 0470 BASIN PER OR STD -19 -o- RCP v.,%j CG x tY fb44mr TYPE -A' PGR cis siv Sv-4 D— STP DUTLEi STRliG7Lff ffiCUR STB B-11 STB WAINAGE BASIN PER alP SW P -Il --------- - y 5� 1% SCALI X, 9+65.22 811: 354.08 ..". t .,F �v =. +23.55 9+541X1 PIVC 35419 9+58,00 POI. 354.14 9+65.22 EVC: 364,69 (2a35' Lr,) 4- FLO-miNE Wks l DAR I e.n„ i. ... ..�... {�� Tnu�:; aD,FII v,vc�•11 tl 134'24'55" 42ilT_ SS 5P.95' r....1. 6424'35 _ _ 3540_ _81i 2'rt, — 14.29__.. i C� J I s 31.42. f (1, i5i 4424'53' � 36.40' _ 2?.S3' ..2G.00, _ 1429' I. 134'24'55" 42-00' 6a53'_ 1._49"r 93.65 ` ._... 99.95 _ 'n7) 13424'55* cot1 (B) 4424'55' 36.46' 27.E3' 74,29' O 9a`ow 20.4x' 35.42' 24.411 94'00'O9' : 20.40' n4f AM' 1111 2731 t 1439' _4_424"5."'° 1342_4'.55` _5_5.4.6` +.. .._ .. i 414a' .I 9&43' !.. ... . 99.95 _ SCALI X, 9+65.22 811: 354.08 ..". t .,F �v =. +23.55 9+541X1 PIVC 35419 9+58,00 POI. 354.14 9+65.22 EVC: 364,69 (2a35' Lr,) 4- 4z HORI . 1" = so' 0 2+ m r hi tt' {yl 1� li%'1 W L L :�J .s. SLG :,•.i"7 ry `- v 'N ,o h' tr ow Tv�, m" _ i �r wws:. wa e .0 s ce 72 e w.1., ; .. aw . rM rr �m c'r.� m�t�:�ix �' 62730 a9•:'; "+: �.tr 1,: I'tN c:^.K. a^'. s: � 'a +M +a Fadi„ st'�i 62'�-I 6 7F r��-z 1+ILLI Ekf G MPJ 3 !.� tai LAJ i T C6 { 14OT -1 CONMUCT STREEr VCSTON PER TYPE LOCAL STREET SECTION 00.4 SHEET 2. I aA ro v5 I _ i C� J I s f (1, Str" i N'l i'!r• � f' 4z HORI . 1" = so' 0 2+ m r hi tt' {yl 1� li%'1 W L L :�J .s. SLG :,•.i"7 ry `- v 'N ,o h' tr ow Tv�, m" _ i �r wws:. wa e .0 s ce 72 e w.1., ; .. aw . rM rr �m c'r.� m�t�:�ix �' 62730 a9•:'; "+: �.tr 1,: I'tN c:^.K. a^'. s: � 'a +M +a Fadi„ st'�i 62'�-I 6 7F r��-z 1+ILLI Ekf G MPJ 3 !.� tai LAJ i T C6 { 14OT -1 CONMUCT STREEr VCSTON PER TYPE LOCAL STREET SECTION 00.4 SHEET 2. I 6 }I ' "e Iw 14, riveia�n 19+61.49 0'4C Ma (23,65' LS.) 19+6$71 PM 355.46 14+6.71 P'0'!C 353.32 19+61.49 EW: 35537 (23.55' n • STIP CITY AB NT €NCASEMENT PU CUB $771 ST -13 (TY BE CWT IF CMTS As 1UMV +n� M STREET LTCjatT - 9W LL6+7EN PER Ca STA ST 14 — SrA VhTr LIG4T - i?AW UJO Pik CO STA V-14 + STA mm- x4w siw o wR PR CLQ& s T-1 + sm arY want mw sim PER C o srD r -I l Sri,+ VACa CWiP PAW PO CO STA Sr -W Mg J7 CAL MW SP€C=ATL M PR S79 A -WA,CAsE-A 10131- i I t . :1,41 P. '-:CF :5::4,73 DA117 A�Q_ .1n�7't:: Ici1 yC{ 41.1 i1 IWVAr RM CDB Sri+ Sr -7 AND 7-9 -t- TRAI C afflRa SIO - AS AUM -•- TYP SEVER WIR I MWaE W 'A'!W Ct+e sty SV -4 "Ir TYP ME 'A' CATCH BMW PER CO SW -'14 -C^ -RCP V,"Xj CO. III B "VtE FYYPE `A' Pa CM Sri+ SV -4 :I-- STD WTLET STRECTtff- PER MP TTP 1111 S[A DkAN46E AU N M C B Sr17 B11 i C� J �~ nay --t115-- 6 }I ' "e Iw 14, riveia�n 19+61.49 0'4C Ma (23,65' LS.) 19+6$71 PM 355.46 14+6.71 P'0'!C 353.32 19+61.49 EW: 35537 (23.55' n • STIP CITY AB NT €NCASEMENT PU CUB $771 ST -13 (TY BE CWT IF CMTS As 1UMV +n� M STREET LTCjatT - 9W LL6+7EN PER Ca STA ST 14 — SrA VhTr LIG4T - i?AW UJO Pik CO STA V-14 + STA mm- x4w siw o wR PR CLQ& s T-1 + sm arY want mw sim PER C o srD r -I l Sri,+ VACa CWiP PAW PO CO STA Sr -W Mg J7 CAL MW SP€C=ATL M PR S79 A -WA,CAsE-A 10131- i I t . :1,41 P. '-:CF :5::4,73 DA117 A�Q_ .1n�7't:: Ici1 yC{ 41.1 i1 IWVAr RM CDB Sri+ Sr -7 AND 7-9 -t- TRAI C afflRa SIO - AS AUM -•- TYP SEVER WIR I MWaE W 'A'!W Ct+e sty SV -4 "Ir TYP ME 'A' CATCH BMW PER CO SW -'14 -C^ -RCP V,"Xj CO. III B "VtE FYYPE `A' Pa CM Sri+ SV -4 :I-- STD WTLET STRECTtff- PER MP TTP 1111 S[A DkAN46E AU N M C B Sr17 B11 i O 6 }I ' "e Iw 14, riveia�n 19+61.49 0'4C Ma (23,65' LS.) 19+6$71 PM 355.46 14+6.71 P'0'!C 353.32 19+61.49 EW: 35537 (23.55' n • STIP CITY AB NT €NCASEMENT PU CUB $771 ST -13 (TY BE CWT IF CMTS As 1UMV +n� M STREET LTCjatT - 9W LL6+7EN PER Ca STA ST 14 — SrA VhTr LIG4T - i?AW UJO Pik CO STA V-14 + STA mm- x4w siw o wR PR CLQ& s T-1 + sm arY want mw sim PER C o srD r -I l Sri,+ VACa CWiP PAW PO CO STA Sr -W Mg J7 CAL MW SP€C=ATL M PR S79 A -WA,CAsE-A 10131- i I t . :1,41 P. '-:CF :5::4,73 DA117 A�Q_ .1n�7't:: Ici1 yC{ 41.1 i1 IWVAr RM CDB Sri+ Sr -7 AND 7-9 -t- TRAI C afflRa SIO - AS AUM -•- TYP SEVER WIR I MWaE W 'A'!W Ct+e sty SV -4 "Ir TYP ME 'A' CATCH BMW PER CO SW -'14 -C^ -RCP V,"Xj CO. III B "VtE FYYPE `A' Pa CM Sri+ SV -4 :I-- STD WTLET STRECTtff- PER MP TTP 1111 S[A DkAN46E AU N M C B Sr17 B11 NOTES: FUTURE INT£LT *ECT 4X> w Am PRL aws, INSTALL ONE — t SCHEDULE 44) PVC CONDUIT UNDER SDEg1AU< MIN P POLL MES EVERT 406. CMDUIT AND PULL OM M 8E PLACED PRIOR TO PLACENEN 1 OF AM BELE. (SEE SHEET 26 FOR INTERCONNECT OCTAIL) FUTURE TRAFFIC SWAT_ INSTALL TNTC - Jr SCR!EN E 40 PYC TRAFFIC MHT ELECTRICAL GONG#IITS TO RE PLACED FNIOR TO PLACElIENT OF AIX;. RASE FOR FUTURE IRIIGATICNS UN€N INSTALL ONE - #" SCHEULKE 40 Pi1C SLEEVE, Atli FOR FUTURE ELECTRICAL CINES , *STALL ONE 3" SCHEDULE 40 RVG SLEFWE DlEEVCS TO DE PLACED PRkCR TO P.AOMNT OF ACG BASE. (SEE LANDSCAPE PLANS FIR AD©ITNINAL INEO.J SCALES HORIZ. " = 501 VER T. 1 tr = 2' g } S_E .MEET EG. 6i 10 20, 1`010 a+ :k.^I..• Haan? j nx: r n!v a� rr,Mlt'. :I?MS[Iw. .t • T cv: ` j I �/ ti:: 31 ,2..�20 t7 SEE SNEE.T 22LLJ L6 W 4 T2+22,S5 X. TA!"M PI FL YA7t [24.00 RT.) NOTE, CONSTRLJGT STREET SECTION PER t�PtCAt LDCAL STREET SECTION ON SNEET 2. ,KT-. ]WET XAY TV 1 E. y, ,•��a,`• „ Iz;.7.±LIi : �. 'sftd: I' I i<f.A ,`..'.:�a r o tF I}.t No. 3647:1 9/30/07 C L�E.ND SM UTv MaSUWTP& COE r AF raVSFOR EWTS A$ #00 SRX •: r ri lywv PD? r SIA SW r LKHTr r LACY "?' CW = SIR + r a: sm M PfR CW SM 1-1 r SM A t r, a" i ii 09WA Y P19 ♦t'! SM i 7RAMO MUM SW - A$ MOM FLORWE OJ,?VF LATA ... ...._.. ..._ .._..._ ._.. .. _... __.... ... ....... _ _.._.-._._..... ... ......_ ..- _-- - - .... ._ .. ..... ..-.. .. .. _ ......---- •----- _.. _.._... _ ... .. .... .. .. .. ..... .. ..- -•_•- •_-•_•_—_-••-_-_ �•_ --... ; &0'tis'19 �tXY _I_,_I-I #7.2D' _I_n_n_:;�wl_ 30.0, I 1 ...i.. -( -- S1•#2' : 20.D4' ... --- f#) ---967U0-W 9"D'G1T" -2G.OG' 20.0U 1 31.42' ' 2000` g } S_E .MEET EG. 6i 10 20, 1`010 a+ :k.^I..• Haan? j nx: r n!v a� rr,Mlt'. :I?MS[Iw. .t • T cv: ` j I �/ ti:: 31 ,2..�20 t7 SEE SNEE.T 22LLJ L6 W 4 T2+22,S5 X. TA!"M PI FL YA7t [24.00 RT.) NOTE, CONSTRLJGT STREET SECTION PER t�PtCAt LDCAL STREET SECTION ON SNEET 2. ,KT-. ]WET XAY TV 1 E. y, ,•��a,`• „ Iz;.7.±LIi : �. 'sftd: I' I i<f.A ,`..'.:�a r o tF I}.t No. 3647:1 9/30/07 C L�E.ND SM UTv MaSUWTP& COE r AF raVSFOR EWTS A$ #00 SRX •: r ri lywv PD? r SIA SW r LKHTr r LACY "?' CW = SIR + r a: sm M PfR CW SM 1-1 r SM A t r, a" i ii 09WA Y P19 ♦t'! SM i 7RAMO MUM SW - A$ MOM .. .I .. .. ... ...._.. ..._ .._..._ ._.. .. _... __.... ... ....... _ _.._.-._._..... ... ......_ ..- _-- - - .... ._ .. ..... ..-.. .. .. _ ......---- •----- _.. _.._... _ ... .. .... .. .. .. ..... .. ..- -•_•- •_-•_•_—_-••-_-_ �•_ --... , ...i.. 1 ..... ._. ._. __......_..... _ _...._...... ......... ....... _ Yom'] � ! � t : I1355 .. .. _.:.. ..__..._._._....__.._..__..... ._. ... _............ .._.. _ _____ _ _ _ ___ I � � � 354 , � ; � }U.'^ •DALE}� � _-N - T 1 � , ...1 a� 14:I z _ s _. _ _.. -- _ ....._._. _ - - - ' --4... I 1 Z� �_._....... : ! .. _. .. _ _..... _ .._.._... _..... .._.... .... _ .._ _............._ .. td1C"Pb 9i___. r'!_^A-Lff_Ii}f"_—_-___. _ I I: i I 1 _.._._--------- ..____ ....... .. .... _ ... .. ... .._ _. ..... ______ _. _..__....._..._.__..___._.... _.. ._....... ...__.._.__._.. .._ .. ........... .. .I .. .. ... ...._.. ..._ .._..._ ._.. .. _... __.... ... ....... _ _.._.-._._..... ... ......_ ..- _-- - - .... ._ .. ..... ..-.. .. .. _ ......---- •----- _.. _.._... _ ... .. .... .. .. .. ..... .. ..- -•_•- •_-•_•_—_-••-_-_ �•_ --... , ...i.. 1 ..... ._. ._. __......_..... _ _...._...... ......... ....... _ Yom'] � ! � t : I1355 .. .. _.:.. ..__..._._._....__.._..__..... ._. ... _............ .._.. _ _____ _ _ _ ___ I � � � 354 , � ; � }U.'^ •DALE}� � _-N - T 1 � , ...1 a� 14:I z _ s _. _ _.. -- _ ....._._. _ - - - ' --4... I 1 Z� td1C"Pb 9i___. r'!_^A-Lff_Ii}f"_—_-___. L mm - EXISTING IMPROVEMENTS PER TR. 6351 3 1 BERKSHIRE ROAD > h- i w _--- Lx Fr ,. u��7rA) NOTES: is RELOCATED PRIOR TO PLACEMENT OF A.B. FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTA ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK #5 PULL BOXES EVERY414 CONDUIT 1 PULL BOXES PLACEDBE PRIORPLACEMENT OF AGG. BASE. INTERCONNECT(SEE SHEET 26 FOR DETAIL) FUTURE TRAFFIC SIGNAL INSTALL TWO - S' SCHEDULE i• TRAFFIC [TIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PL§C1AEVT. 8 +l 6' &M WALL ,-(SEE WALL RAN 62707 `FL R26 (CA) �<D sY rv� s 25 r; iR I��I PIT PER 1 '� I�I ��°l�jl�I I��II��IIIIIIl�ll TRANS SID. SPEC. 8010-21C Q FOR FUTURE IRRIGATIONSONE - e SCHEDULE 40 PVC SLEEVE, ! ONE SCHEDULEi PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. LANDSCAPE i' ADDITIONAL INFO.) �REMOVE AND SALVAGE W-31(CA) SIGN NTH OMI MARKER AT PHASE BOUNDARY SAWCUT 1' AND MATCH )L PAVEMENT AS DIRECTED BY CITY ENGINEER REMOVE EX. STD.CL III BARRICADE D I LOCATED AT THE INTERSECTION PRECIOUSi 1 BERKSHIRE ROAD PER TRACT 6351 *(MOT SHOWN 81 FLOWLINE CURVE DATA CURVE --- (1; DELA 94YlB 28' PAD21S - 3640' LENGTH 47.20' TANCEvi j 30.07' (2} 89'59 32° 30.00' 47.05' 29.93' �3} 90'26'45'_ 34.00' ---- _ 47.36' _ EXISTING IMPROVEMENTS PER TR. 6351 3 1 BERKSHIRE ROAD > h- i w _--- Lx Fr ,. u��7rA) NOTES: is RELOCATED PRIOR TO PLACEMENT OF A.B. FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTA ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK #5 PULL BOXES EVERY414 CONDUIT 1 PULL BOXES PLACEDBE PRIORPLACEMENT OF AGG. BASE. INTERCONNECT(SEE SHEET 26 FOR DETAIL) FUTURE TRAFFIC SIGNAL INSTALL TWO - S' SCHEDULE i• TRAFFIC [TIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PL§C1AEVT. 8 +l 6' &M WALL ,-(SEE WALL RAN 62707 `FL R26 (CA) �<D sY rv� s 25 r; iR I��I PIT PER 1 '� I�I ��°l�jl�I I��II��IIIIIIl�ll TRANS SID. SPEC. 8010-21C Q FOR FUTURE IRRIGATIONSONE - e SCHEDULE 40 PVC SLEEVE, ! ONE SCHEDULEi PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. LANDSCAPE i' ADDITIONAL INFO.) �REMOVE AND SALVAGE W-31(CA) SIGN NTH OMI MARKER AT PHASE BOUNDARY SAWCUT 1' AND MATCH )L PAVEMENT AS DIRECTED BY CITY ENGINEER REMOVE EX. STD.CL III BARRICADE D I LOCATED AT THE INTERSECTION PRECIOUSi 1 BERKSHIRE ROAD PER TRACT 6351 *(MOT SHOWN 81 8u !q 78 ------------- ______ 18 R26 (LA) cowsi IWE a rtRa & .,HnEa WITH S5 CMIR. ADMIX - tt°. 19 r4' L.. EGE YL STD, CITY ENT ENCASEMENT PER COB STD ST -13 CTO BE CONST. OR EXISTS AS NOTED) o STD STREET LIGHT - 220M LLMN PER COB STB ST -14 STD. STREET NAME SIGN (NETRU) PER COB STD T-1 to �5STD WHEEL CHAIR RAMP PER COB STD S T-kq ANB CAL TRANS SPECIFICATION PER STB A-88A,c A SF --A TRAFFIC CONTROL SIGN - AS MITER ® PULL BOXES PER COB STD ST -23 16 17 SiWIPE. 3 w m Q >> SEE SHEET 2? LL m w 10 20 20 10 3 l + m � N 89'05'12" W %T- WSTML W!-7 UP. 'Mt -3 MARKER REvi A DBEKT E.SMITI PATE R.c.E s5a�3 EXP g- 3D- i R�vI�I4� z APflzav�v �`�� T)AN i PAID I I -LAA DATC R.G E 0DD6 EXT 9 -3U -IIS REdsslog z2 : REMoV6 A9D) f215CPAOTR-i VAVINb Fi STA 29 tbD.PD TO 3.5ub.3i AND 9EV19E FL- 9�LGVl TO MEET C -0•B• 57D. 71 4 ,t � � `t 6' BLOCK WALL [SEE WALL PLAA TRACT BOUDARY _1 MA SE 2 SEE SHEET 26 FOR STRIPING PLAN R 'igR E, 4i No. 35473 9/30/09 0 CONS YP' `a' ()RR & GY1T WH 5.5 COMB. 90EWA K - iYP. EASEMENTS I, C':T.Y OF BAKERSFIELD STREET RIGHT -DF -WAY DELI- CATION PER DOG. 10204294874, O.R. i ROHEL� E. SMITH RCF_ .35173 DATE Co a- Z ZEO25 ® SIFF 3IFFT 23 W 1 34 - -- — —0,,27 cn m 353 352 351 _ 50e-541ET 22, F-7, R0(L F'CUt5IDO&I ts' _9 RFViSI(iR BY: NOTES: f G% f ;po' I GJRVE FLOWLiNE CURVE D LTA ° `' Aon DATA FNr, H ... hvcFNT — FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL (Q� FOR FUTURE IRRIGATIONS LINES INSTALL ONE — 4" SCHEDULE 40 �,* ' � —r ROBF R' F SMi TH _ S ¢ 4gUc_o�r0 � � , A I F (11 .. 9018'45' 30.00 47.36° 3023' ONE — 2' SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH °-' PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 3" SCHEDULE 40 PVC SLEE+ff. SLEEVES TO BE PLACED $s - R �..'t. 47-4 EXP. 9 — SO --1 9 i No. 35473 2 8949'43' 30.96 48.96° 29.84°- f5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO PRIOR TO PLACEMENT OF AGO. BASE. I °'' 1a � ® 4 ``9 _ i `3� 901$'97" 1 30.00' 47.28' 50.78° BE PLACED PRIOR TO PLACEMENT OF AGO. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.} i RE`�{ISION, A APPROVED BY: '°` i 9/30119 1( �. t\ !_. � NOTES: REVIsI^N v: + FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL A, FOR FUTURE IRRIGATIONS LINES INSTALL ONE - 4' SCHEDULE 4O tet/ ID FLOWLlNE CURVE DATAONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH PVC SLEEVE. AND FOR FUTURE ELECTRICAL LINES a INSTAti ONE ftGBERT E. SMITH CURVE GSLTA R,so't,S L NCTIi TANGENT #5 PULL BOXES EVERT' 400'. CONDUIT AND PULL BOXES TO 3 OR TO PL 4O PVC .SLEEVES TO BE PLA(X:D k..C.E. 35473 190'2645 3000 47.36 3023' i PRIG TO PLACEMENT OF AGG. BASE C— _._ _. -_ .____j BE PLACED PRIOR TD PLACEMENT OF AGG. BASE{SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) 89°4143 3000 4&.96 29.84° R VISION APPR{LVED BY (SEE SHEET FOR INTERCONNECT DETAIL)31 9018'17' 30.00° 47.28' 30.16' W-31(CA) SIGN WITH OM4-3 MARKER AT PHASEFUTURE TRAFFIC SIGNAL INSTALL TWO - 3' SCHEDULE 40 PVC BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED --AT SAME TIME, REMOVE AND SALVAGE SIGN PATH CONSTRUCTION IIM M. SCHROET ER TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR OF ADJACENT PHASE. R.C.E. 46185TO PLACEMENT OF AGG. BASE. SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER. REVISION : REMOVE ANC REC12UNIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMCPLASTIC FROM STA- 14+18.00 TO STA. 17PAINT PER CAL -TRANS STD. SPEC• PTH-02AIKYD % REMOVE AND RECONSTRUCT EXISTING PAVING STA. 10+64.50 TO w RECCNSTPLICT 10 MEET C.O.B. SI STA. 17+54.00 AND 6' EAST OF CL (HATCHED AREA) w 8 REMOVE EXISTING PAVING AND RECONSTRUCT FROM STA. 10+00.00 TO G c n, b STA. 10+64.50 (HATCHED AREA)-Oc gcr pQ tJ a.� wV z O Lu CLI w cma ® "' J �m a: w ¢moi S�3 `5 SLE SHEET2" u U -tto LLj 2 0 '<ni aor QGa T1ua- cSKE SHFET 16t 34 1cny W a °¢m + S`E S EET t8 m e 10 90 20 10 w }- I m Si.E $FLEET ZU r `� �M m -- 5 - o J NN m� m + 6 E) 4 1 I V J - fi' BLOCK WALL ^ - ____-� WALL PLANS) r=m >> �1-�V - R SCALE I rr 3581 t SHEET 27 VERT. 1 It = 21 M. 6w° C"...- . HOUYTA 1 LANE NNE 1 11 12 13 14 15 356 I_ REMOVE 5 ! a ;,"I 355 - - - 0 R/W STa WHEEL CHAIR RAMP PER COB STD ST -18 ANT -0201%- _- 54 - 704.3.5' _.. ---I LANDSCAPE LOT BLOCK WALL 4 I I STANDARD 5.5' SIDEWALK PER CITY STANDARD S-3 I � I I� 1 fll. • A 19 3581 t SHEET 27 FOR STRIPINGSEE STREET 16 371 LANE NNE 17 1 356 I_ REMOVE 5 ! a ;,"I 355 STa WHEEL CHAIR RAMP PER COB STD ST -18 ANT -0201%- _- 54 j 704.3.5' I � I I� 1 fll. • A 19 20 SHEET 27 FOR STRIPINGSEE STREET 16 LANE NNE 17 45 - 49' Wof?, I I A 0ti5 EF, SSI No. 3,5473 9/30/19 L0 z C:s SEE SHEET 14 ROBERT E, SMITH RCE 35473 DATE ra '" ti° n zz � a x 113 i ASEE�W OCK MANS) ------------------------ -------- MOUNTAIN RIDGE CONST: TYPE '0' OYRB k GUIIER R'5 X:J23 2 DRIVE 4911 5,5 ".CME. SVE{5'ALK - TTP U W D'3G9-c^ E 22 -f� - LEGEND O STD. CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TU BE CONST. OR EXISTS AS NUTET) a STD. STREET LIGHT - 22008 LUMEN PER CUB STD ST 14 18 19 20 STD STREET NAME SI6N (METRO) PER CUB STB T-1 LANE NNE 61 REMOVE 5 y ;,"I STa WHEEL CHAIR RAMP PER COB STD ST -18 ANT • REL NSTRUCT 18 19 20 DETAIL 32 I LANE NNE 61 REMOVE 5 EAST OF CL REL NSTRUCT EAST. CURB & GUTTER ,--- AT 31/AHUIN 1U+0+.5U — 17+54.flU CAL TRANS SPECIFICATION PER STD A -88A, CASE -A —s— TRAFFIC Cl/NTRUL SI61V - AS NOTEB ®— PULL BUXES PER COB STD ST 23 21 22 23 24 h. L SHEET 2382 OF i 29 SHEETS 59P-584IFIIT 23K FOP PEVIS109J u I h. L SHEET 2382 OF i 29 SHEETS 59P-584IFIIT 23K FOP PEVIS109J u FLOCHE OURW DATA Cli. r .I (:r TA PA(':,laI FK:7i S 4HGFN-- :�FTRT F. r4r11 iF "'.d!TF !?L`'1i5Elu v,: NB : L...:,I Nu .F^.I .�E:-SECT W—REN7 ADA STAIIT At C,, .. w a 1 W Ka `}HCL i I[:t SIM WALL isBr WA1LPLk%) ll �f ! "i�• NOTES-. Ll/ L TWF INTERCONNECT f.amt A470 PDN. Emom. INSTALL 12' UNIT NNE AND ALL DD#R PAINTED MARKINGS w/7HERMG t.ASW ONE - 2' SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK BITM PAINT PER GAL -TRANS STD. SPEC, 00 -21G -t8 #5 PULL BDXES EVERY 4DD', CONDUIT AND PULL BP'XES TO FOR FUTURE IRRICAi ONS LINES INSTALL i#:E - Jr SCHEDULE 40 DE PLACED FRIOR TO PLACEMENT OF AGE. RASE PVC SLE£4E, AND RW FUTURE ELEOTRICAL LINES , INSTALL ONE 3" SCHUCLE 40 M USEV (SEE SWEET FOR INT€ERCKI ICT DETAIL) PRI PLACEMEKT OF ARL BASE, TO 8E PLACED ( PVC 3' SCHEDULE AiPVC(SEE LANDSCAPE PLANS FOR ADDITIONAL INFQ) FUTURE TRAFFIC SIGNAL INSTALL I STIPPLED AREA TO BE MI$Ul'1ED MIR PHASE I, TRAFFIC LIGfTT ELECTRICAL CONDUIT$ TO DE PLACED PRIOR 10 PLACEMENT OF AGIS. EIA5f. � -' � STT). CL III BARRICADE IWTH *1 -B (R) MTH OMI -.3 r SiOI UT 1' AND WATCH EX. PAVN941 AS DIRECTED RY CITY ENGINEER,�"EANDf'ANNG FftD}I SIA. 29t5Q60 T4 'irp6.3i m ®-Ul AND MACH AAVEMENT AT !yi(riBI AS CBRECTFp BY CITY ET'lRiIEE&. �. � SE i�.��iLITJ SA; GSC 3;347.3 ITA 1- i f , W < { m :�FTRT F. r4r11 iF "'.d!TF !?L`'1i5Elu v,: NB : L...:,I Nu .F^.I .�E:-SECT W—REN7 ADA STAIIT At C,, .. w a 1 W Ka `}HCL i I[:t SIM WALL isBr WA1LPLk%) ll �f ! "i�• NOTES-. Ll/ L TWF INTERCONNECT f.amt A470 PDN. Emom. INSTALL 12' UNIT NNE AND ALL DD#R PAINTED MARKINGS w/7HERMG t.ASW ONE - 2' SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK BITM PAINT PER GAL -TRANS STD. SPEC, 00 -21G -t8 #5 PULL BDXES EVERY 4DD', CONDUIT AND PULL BP'XES TO FOR FUTURE IRRICAi ONS LINES INSTALL i#:E - Jr SCHEDULE 40 DE PLACED FRIOR TO PLACEMENT OF AGE. RASE PVC SLE£4E, AND RW FUTURE ELEOTRICAL LINES , INSTALL ONE 3" SCHUCLE 40 M USEV (SEE SWEET FOR INT€ERCKI ICT DETAIL) PRI PLACEMEKT OF ARL BASE, TO 8E PLACED ( PVC 3' SCHEDULE AiPVC(SEE LANDSCAPE PLANS FOR ADDITIONAL INFQ) FUTURE TRAFFIC SIGNAL INSTALL I STIPPLED AREA TO BE MI$Ul'1ED MIR PHASE I, TRAFFIC LIGfTT ELECTRICAL CONDUIT$ TO DE PLACED PRIOR 10 PLACEMENT OF AGIS. EIA5f. � -' � STT). CL III BARRICADE IWTH *1 -B (R) MTH OMI -.3 r SiOI UT 1' AND WATCH EX. PAVN941 AS DIRECTED RY CITY ENGINEER,�"EANDf'ANNG FftD}I SIA. 29t5Q60 T4 'irp6.3i m ®-Ul AND MACH AAVEMENT AT !yi(riBI AS CBRECTFp BY CITY ET'lRiIEE&. �. � SE i�.��iLITJ SA; GSC 3;347.3 ITA 1- F — e -z r^ca�tA7JNTAlN RIDGE U 2*a7 t3 �/y`s.,•',.4�`M„fY�.,�+.1 $4vLnt'- _ ••'v ��vL�t�. uFxw!� t+r.DRi� }- _ �1 °: �t n •�.rsin5' ,5 17 �;s 27T:4 .5 Yiy . y�. z'..... ".3;t �M ��'GM _ F '�5.L7 , f � 7 �n F �}. .a5.j1. LEGEND , h NINE: CONSIRLICT STRLEr SECI7 "r PER 5TH �ry cTTr T fA A3 AUNT cry sir sr -ss COLLECTOR STRE`CT SECDON ON SHEET 2 �° EXISTING TRACT NO. 6553 UNIT 9 aU BE CgUT, W EXISTS AS AUTE11L STAt Eccr s WY PEA' ST - ON sr-� I ' NO IfouVTA �RID � IT 7 DRIFJ'� 3K.60 OF MAPS P .68 sra sT�T mw sim orC m �R ImB silt r -_j VATL aAN RAW PER BOCCE: H ORI . 1" 50CAL TRAMS aIVECYrrATILN Pff sir A -tea. Cas -4 VERT. 1 " = 2' TRAI Trc ,VM SMY - AS A47TEB PHASE 1 G- PI, t BOXES PER CLUB ETD ST -23 SEE SHEET 27 FOR STRINNG PLAN 3 24 25 2 6 27 28 29 30 31 32 33 3:4 35 36 37 i : ---I _ 1 I I ftCr-LRT F, fi1ITH � ['•Ct t= I - .._._..... _........._ _... ... .. - .... -- I _... _...__. ' aF 'I`'IN nG''I L N7 r . I, =,�-- 1 �� fit}KIEL FADILLA: r;,..TE r� l 1 E.C'.E 67009 Ck:F'. ii iii Jr, _ y :)�I.iCJISI�d t 12 H„_ RCCOr T;�: GT � cz cn FPAVIN: FROM TA +5,r:.O:I Tlu 15-C16u4AN i } "--s,-`` - i 1ZE*1!"}EL1O Uk-'LR"b19• TAsgj r..T}_45.i74t�.5 f"1,7t afXNpAP.17 qi .� .t .. 'IINtIL 1 i ' : r� -Ei�YfR '- _ ..._..... __...... __... .... f . -. _ - W . _...CL CROWN r tJ 357 Y +� L ��)� { ... ..... ..__—•_—'�' •__•__...__•__ _lF Y sl .. ' t, {�3 — .._ _. _ •_ _ _ _ _• _ .. F[ ...� LMLO _ _...... ...... ........._ _.._..__._... _. _.._.......... _._. ... ... I f' 57 -Jtt C+1F.l`- •• _ ___ ' ___ ......._.. .... .. ... .. .. ... .. .z j —i7}Qn `rROU Tzm +D 355 3. 5 .. 5 i... _ .... ... ...... --- -- _ ..._.. ... _..... _ I �_ , 354 __ �. I i T l Lt 4 4 : s I 354 V w a Y* m i ♦ , ' . ...... .................. ....... ...._............. ............. .. .. ... ... ........_._ .—._.__.. _... ___.. ... .—._.—___—.—_—_.—_._.. _.______. _...._.__. ' _.........._..___ ....._ _. ___ _._ __. .. ... _ ._..._ ......... .... .... .. ... . .. .. ... .. _.___ .. -----------.—_ y r : I f :. 1 . � i IiFd'.. A -t=ti- < { m F — e -z r^ca�tA7JNTAlN RIDGE U 2*a7 t3 �/y`s.,•',.4�`M„fY�.,�+.1 $4vLnt'- _ ••'v ��vL�t�. uFxw!� t+r.DRi� }- _ �1 °: �t n •�.rsin5' ,5 17 �;s 27T:4 .5 Yiy . y�. z'..... ".3;t �M ��'GM _ F '�5.L7 , f � 7 �n F �}. .a5.j1. LEGEND , h NINE: CONSIRLICT STRLEr SECI7 "r PER 5TH �ry cTTr T fA A3 AUNT cry sir sr -ss COLLECTOR STRE`CT SECDON ON SHEET 2 �° EXISTING TRACT NO. 6553 UNIT 9 aU BE CgUT, W EXISTS AS AUTE11L STAt Eccr s WY PEA' ST - ON sr-� I ' NO IfouVTA �RID � IT 7 DRIFJ'� 3K.60 OF MAPS P .68 sra sT�T mw sim orC m �R ImB silt r -_j VATL aAN RAW PER BOCCE: H ORI . 1" 50CAL TRAMS aIVECYrrATILN Pff sir A -tea. Cas -4 VERT. 1 " = 2' TRAI Trc ,VM SMY - AS A47TEB PHASE 1 G- PI, t BOXES PER CLUB ETD ST -23 SEE SHEET 27 FOR STRINNG PLAN 3 24 25 2 6 27 28 29 30 31 32 33 3:4 35 36 37 i : ---I _ 1 I I ftCr-LRT F, fi1ITH � ['•Ct t= I - .._._..... _........._ _... ... .. - .... -- I _... _...__. ' aF 'I`'IN nG''I L N7 r . I, =,�-- 1 �� fit}KIEL FADILLA: r;,..TE r� l 1 E.C'.E 67009 Ck:F'. ii iii Jr, _ y :)�I.iCJISI�d t 12 H„_ RCCOr T;�: GT � cz cn FPAVIN: FROM TA +5,r:.O:I Tlu 15-C16u4AN i } "--s,-`` - i 1ZE*1!"}EL1O Uk-'LR"b19• TAsgj r..T}_45.i74t�.5 f"1,7t afXNpAP.17 qi .� .t .. 'IINtIL 1 i ' : r� -Ei�YfR '- _ ..._..... __...... __... .... f . -. _ - W . _...CL CROWN r tJ 357 Y +� L ��)� { ... ..... ..__—•_—'�' •__•__...__•__ _lF Y sl .. ' t, {�3 — .._ _. _ •_ _ _ _ _• _ .. F[ ...� LMLO _ _...... ...... ........._ _.._..__._... _. _.._.......... _._. ... ... I f' 57 -Jtt C+1F.l`- •• _ ___ ' ___ ......._.. .... .. ... .. .. ... .. .z j —i7}Qn `rROU Tzm +D 355 3. 5 .. 5 i... _ .... ... ...... --- -- _ ..._.. ... _..... _ I �_ , 354 __ �. I i T l Lt 4 4 : s I 354 V w a Y* m i ♦ , ' . ...... .................. ....... ...._............. ............. .. .. ... ... ........_._ .—._.__.. _... ___.. ... .—._.—___—.—_—_.—_._.. _.______. _...._.__. ' _.........._..___ ....._ _. ___ _._ __. .. ... _ ._..._ ......... .... .... .. ... . .. .. ... .. _.___ .. -----------.—_ y r : I f :. 1 . � i IiFd'.. A -t=ti- NOTES: 4U. EMPING UTILITIES TO BE RE DCATED WT OF JMVET WAY PRIOR TO "CBOT UE AK FUTURE INTERCONNECT CONDUIT AND PULL 9OkS. INSTALL ONE - 2' SCHEDULE Ora P5t WKILIT UMER SIDEWALK VATHI #5 PULL 600 EICRY 40Y. CI)NDW AND PULL 30X05 TO BE MACEO PRIOR TO PLACEMENT OF ALS;, BAST (kE `MEET 25 FOR INFERO WELT DETAIL) STIPPLED AREA TO B; CONSTRUG0 IN PHASE T, FUTURE TRAFFIC SICNAL KSTALL T'A'4 - 3° SCMULE 4+3 PVC �z TRAFFIC UG14T ELECTRICAL COWLITS +fi BE PLAC£D Pr4OR TO PCAC.EIANT OF AGG. RASE. A © 05 i 11 y�yiy�4 �'J�/I%('�i3�i 6361 �Af.� SCALE: NO TES: 5 92 UNIT LINE AND All OTHER. P AIN1fi; MARRaGS wIRRNOP lAS4C PAINT PER CAL -TRANS STD. SPEC. 00 -21C -1:9o FOR FUTAL IRRIGATIONS LINES INSTALL ONE - e SCNEOULE 40 f PVC SLEEVE: ANSI FOR F41I)RF ELECTRICAL LINES , WALL ONE r UMULF 46 PVC SCFEVE. SIEE'4B TO BE PLACED PRW TO PLACLNENT OF AGO, BASE. (SEE LANDWRE PLANS FCX? ADDITIONAL WA. . { SAy%T 1' AND MATCH EX, PAVEMEKr AS DIRECTED 5Y CITY ENGWEER, 3 PkWM94T TD BE REMOVED AND REC.CNSIRLICTM m BAv TAP E1- .. ( I 04. .._ 331.47.67 67.25 P57.S7 33t-57.67 46.00` RT. 47,57 66.55 40.17' RL 07.57 RT. ; 48,65' PT. 4MV 48.56' RT. 47.57 �5D.75' RT, I H7.57 53.59' RT, P37.57 156.2.5' RT 4757 57-4E' RT, X5757 I I' R£ ~67.57 508.y FLT. ; Fz757 59.00 RT• j H RIZ. 1" = 50' vSIP CITY -MLIMMENT ENCASER'EW 'T V PE `'Ld)Vv7 DR EXISTS AS NOTED) <' ST9..'UREET ><ICH — P000 LAM PER CTIA STD ST -14 + STD. STREET NA91 SICK• MEMO Pff CRY STP T TR4FFIC CCNTRIll. SIGN — AS NOITEP STR VNE'L1. C#AIR RAS' PCS' C,IZA SFt7 ST --101 ANTI AS PFVISO C4i TRANS STB ST A$8A, CASE —A -u- TYP. SE'DE'R ,+MAIN & ,RANYLIE TYPE 9A` PCR XB ,STT SW -4 pull Xxcs PHASE I SEE SHEET 28 FOR STriPING PL4j SEE SHEET 29 FOR MEPAR PIAN "PERT=Pf1ITrt DA TF DATE IAC `dl ir; !l 'SLCJ ,L:IJ .:_ JtGf1S !t, RC L_C:T CIU E -17f47 t,.C;;+ S-1,tiLi' CS, LX. Il 03467.70 'e375' PT, 331.47.67 67.25 RT•' 33t-57.67 U.01' RT i 3.3167,67 66.55 RT, ; 33477.67 48.89 RT. ; W87.67 68.06' RT.' is R. �� BJ33r'lO !ter 26 R09ERT E. RC 35473 DAIL GGLNIN GATE STREET Ex. 5'ir�E'C I I r I 39 I BISTINC TRACT NO. 6553 KNIT I BK.6B OF MAPS P0.63 EASEMENTS ".UJr,-' rT CRIT ?UF:I C. I.iC11R'.�Y (,:5- 'IT PFR +•uL. 1. '�' ->?; AN-) ',az.. `•. I't;..•,a; t,;;D a( 1,NJT-- Or? -'Ks. Clil' or :IAKCRS1-0 ST'CG li$Hi-a(-'fAY up,- ,;.II'aN PER HW4. Q41 F4;E ZN9. i7.R, l ul Y 4 �AQV kl:) =ME-- RGH7-'aF-'A'�,'r C`P- bear; PE3 r..c. 402C,4!rW7 aR. e �S MOTES: j 12' UNIT UNE AND ALL CT3ER PAINTED WARXINGS w/KRWPLAS11f ww PAINT PER CAL -TRANS STD. SPEC, 00 -21C -1+I AU CONFI.011104 STP.PING lb BE REMQrEO SCALE i (ROAD )RIZ. 1 50' fah (0) No. 6473 ' a =„4I!'H RU. 3,_-1 73 :!,",T' rR tv (�� Y 961 Eff b' �E�1 ':PALL } i kzmj' r h . -(SEE MALL NABS) y-«. i I . ' .! . R, I,' i i ! rc.E !Ca) Itk7xlTi. t'"tt.' F%;~MLA) kti .. 23 TRACT usrci r -g... � TRACT 8(YJNI)ARY wM tk�? ROUNITARY BjEBjff _Yffh?E ROAD PHASE 2 aE -9iEET 22 EOR STREET PLAN 15 17 18 19 2 u^ 2 2 23 UP M©DrM !NTERC ONNECT%TERM I NAL BLOCK 1I3-1 INPUT PANEL #r PARE COLOR ASSIGNMENTS FAN � MZ4 nr asra A AUIRO !N NNITS 4ffi-S vim a Ar.mm IN SLACK 4ffi-4. BLACK C AURID CUT Y= I. -E WALK M A'4m QVT r3ARN �-4 OSTM TIF-? Tii-i iP-A il§nR tW •_� — iFi S4yits Jd7 ,raT�xT�iv[�Tmx Rs�TLON IDCATLOx A L OCAS' N 13 RMIRcOxr; r IDETAR A b LIDS SNAU. READ -TRAFFIC SMAL" 0 0 .. OM S 110 tkLLR. -4 - d{4pnw�i LC m�� X0,6 rn.+La>�ug Taxa RxL�sultz }•'* ,::: - :; "�:, �� �� . ry ' � jp.b�ygt 4 T 4w zb.) . %iIw F£ a na,�Ar iwAm s� m yy�y wu auras was yw,y xw} A0t U.EnJ iirzi vi eN r�cwcum. m�ioiar°4�aw W a ext s g1fBSg T6 PLxIaBP$ M#14 f,19 FL{J. 16,Y'r FAIOAC W ,Mi 405wX6 —�•�� 911PFMF. �WPoRIIFT/L} wE 14{K !AIBILI[3 Hle Cf � Cdlfy�f £RwtM lR.61. 84tl[9 TIWI. rA�T Ebb 1Pd N6E N 8£ L®L i11iY wEll x+ems r nu rox rue;xt wAs aTe.Vf cA' QIA a ivu�s ro eE ri.om My-8+17t'FwTANA TN k' ff RNR lA.1�tMAA 4PEMx'biWN +,' 4RRR W TAE. BI RLL FPI04 SHALL BE WI�110Ep W All y oNov Fi:T GiLRF( fA¢S fl.i1FiI1TA Sd BE tGGy'® F�, glFrtLLhnpy rF AVF1Ak WR4YG1'GL4. ll4CCS 51'EYMIR Alwh iRAfi1C ®ORAL dL7E0%tlMEC, 4HL1. m H 4 0 M�1'1 .. .Al1,£S4k smmax{wM :TANDATeD r w� TRAFFIC &ONA,_ Aayo'ra+i wnnE AnmyaeyE K>�axc yews it FM?ERGON74f=Gi— � i tro iia87Erc Fa:. a ,� mr mr,{{� WIRB4,, AND PULL BOXES id1y" �`• hvi.x�-�{^ WK*%R 4{ �DAFrRAV w Na zY2'+ bye F,�y eta tYAeFINGytwN NlSiiR FLlN tx*tm.A~ T ;$a ' 1 j E MALL HS] ecAi t,ETAtL w 2� 4�§AIi.: Ni -c may. p - CORR Arra 6UTr& — - — CENTERLII4� — LANE LINE, 4' X 7' 3VrIITE STRIPE *11T SPACE YUVEEN STRIPES PER CAL TRANS ffrAIL 93 CHANNFGMM UAE - 8' (VIBE PER CAL TRANS MAIL 38 S INSTALL TYPE IV ARROW nP. {"LEFT OR RIGHT AS -(WO N) 3� PA6FYENT MARmr. g) PT RADIAL TO CENTUUNE STA. EEIlf fil`ech USA I N C 0 R P 13 3 3 T E D TRACT No. 65JI -- PHASE 2 STRIPING PLAN AND ItiI'R,OONNFOT CONDUIT QETAiL B WERE ROAD 5y F 1 1s of M 'AlH 15 i� F i� EXISTING cra !MPROWMEN T S PER TP.. 6351 (ROAD )RIZ. 1 50' fah (0) No. 6473 ' a =„4I!'H RU. 3,_-1 73 :!,",T' rR tv (�� Y 961 Eff b' �E�1 ':PALL } i kzmj' r h . -(SEE MALL NABS) y-«. i I . ' .! . R, I,' i i ! rc.E !Ca) Itk7xlTi. t'"tt.' F%;~MLA) kti .. 23 TRACT usrci r -g... � TRACT 8(YJNI)ARY wM tk�? ROUNITARY BjEBjff _Yffh?E ROAD PHASE 2 aE -9iEET 22 EOR STREET PLAN 15 17 18 19 2 u^ 2 2 23 UP M©DrM !NTERC ONNECT%TERM I NAL BLOCK 1I3-1 INPUT PANEL #r PARE COLOR ASSIGNMENTS FAN � MZ4 nr asra A AUIRO !N NNITS 4ffi-S vim a Ar.mm IN SLACK 4ffi-4. BLACK C AURID CUT Y= I. -E WALK M A'4m QVT r3ARN �-4 OSTM TIF-? Tii-i iP-A il§nR tW •_� — iFi S4yits Jd7 ,raT�xT�iv[�Tmx Rs�TLON IDCATLOx A L OCAS' N 13 RMIRcOxr; r IDETAR A b LIDS SNAU. READ -TRAFFIC SMAL" 0 0 .. 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BI RLL FPI04 SHALL BE WI�110Ep W All y oNov Fi:T GiLRF( fA¢S fl.i1FiI1TA Sd BE tGGy'® F�, glFrtLLhnpy rF AVF1Ak WR4YG1'GL4. ll4CCS 51'EYMIR Alwh iRAfi1C ®ORAL dL7E0%tlMEC, 4HL1. m H 4 0 M�1'1 .. .Al1,£S4k smmax{wM :TANDATeD r w� TRAFFIC &ONA,_ Aayo'ra+i wnnE AnmyaeyE K>�axc yews it FM?ERGON74f=Gi— � i tro iia87Erc Fa:. a ,� mr mr,{{� WIRB4,, AND PULL BOXES id1y" �`• hvi.x�-�{^ WK*%R 4{ �DAFrRAV w Na zY2'+ bye F,�y eta tYAeFINGytwN NlSiiR FLlN tx*tm.A~ T ;$a ' 1 j E MALL HS] ecAi t,ETAtL w 2� 4�§AIi.: Ni -c may. p - CORR Arra 6UTr& — - — CENTERLII4� — LANE LINE, 4' X 7' 3VrIITE STRIPE *11T SPACE YUVEEN STRIPES PER CAL TRANS ffrAIL 93 CHANNFGMM UAE - 8' (VIBE PER CAL TRANS MAIL 38 S INSTALL TYPE IV ARROW nP. {"LEFT OR RIGHT AS -(WO N) 3� PA6FYENT MARmr. g) PT RADIAL TO CENTUUNE STA. EEIlf fil`ech USA I N C 0 R P 13 3 3 T E D TRACT No. 65JI -- PHASE 2 STRIPING PLAN AND ItiI'R,OONNFOT CONDUIT QETAiL B WERE ROAD 5y F 1 1s of M 'AlH 15 k NOTES: NOT4. .. 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QFLTA T0.HCEHT RADIUS 1EN81N ' 38.6^58" 0.65' .. 2.178'--� ?,27' 17779' D.flo-` RAY T4iER 4k- FROM .STATION 0--R _ _ 29+8D.2.8 5.80' RT . aF+ 29+96.78 14.86` RT. i tll' 38+96.22" € 38' RT. I w J0+?1.78 359' KT_ 2 =jtz,30+18.25 c — -- CURB AO COTTER 2,511 NT, ' a — CENTERLINE 30+34.7.5 OW LT. :3 w Ir/17` SPACE ,BETVE`EN STRIFES :104€9.20 2.50' LT I I (N .� .... X8+55,Pi I, 3,55'U, PER CAL TRANS RETAIL 38 X+154,25 4.58' LT. ! g3 F" * {LEFT CR )WGNT A5 ST1OW) 30+71.78 01V LT. ; PA WMENT 3 "AfG (WI TF) * 3C4474.23 S,hA' LT,# �........ .�;:. o-{ nnra MOWN BAER 26+47.83'• �- - w�-•+warn- � iAN5TRIV !€'7'AF,R RAHP AT ALL FMA+' BREAKS. AT LEFT TuM POCISETS ON TO HAR95GAK& (SEE: DUAL EIELW ` CfA19 KJ MEDIAN ©PFMINC PER CA•E. SUEOMSIM DMGN MANUAL STANDARD )RAINING T-8 (T 0 4 t t2' UNIT UNE AND ALL 0THFi2 PAINI ED MARKINGS wi THERMOPLASTIC C i PAINT PER CAL -TRANS STD. 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F T'i; P:44 .1F g 33+38.3? i3.#7' RT ,.. 3? �- +45.79 12.26 r2TJ rte« Cy 'IT' u, DAIKTT r-1CI T '!;FFT P eP 0 W�etc u a9 :;A Kot, 'FK 4:':114 ti.41, I:ri� ::G0, -1.P. 33a4SR.93 5.95 8T 9+ 33+98.70 438' RT n CIT'? ur 8,5,KCT SIC[) 5T:?EE- F. Ctf t7= ?: n.Y CI"I;. 3€+05,63 4.18' RT r •".Ali7Fa'14 I,:i:;.1:.'!�4Ai:4tii=, t�.>:. 54+1.537 ! 481' BT_' M! ♦r. 32 33 4 35 36 37 38 39 40 41 ala 17779' D.flo-` 0755'59" 0--R _ _U51147 59.59' . w w $ � c � A t R\/YT ` 1— Fii €INl)AIIY - Z, net- uric -- 4 SP PANAMA LANE � -- . ---... 13 — -- �_.. _... � ... :e sss � i... -sw,17 . k�.' _ •'+., ss9u6 . '',, 4[445 �`' ssas9 ; '° - --- — -- -' --- ae '... .fY 124 (B' �dR1t mi J "a.T -I .. iTvN; )f2 i4i % e.vl j I .�._ ,A• C)fel rl •7ti rx?: ! !/ � ALL PLhFl5j 1} • 11 38 ? ', ,...... BAY TAPER U`e ti_r• iL' STATION b 33+13.37 15.42' I tx 35127,74 m33, RTS S Y1'1 LC'UNT, Cf KUN F,IELIC Iliirl'K.aY'A,,. ?t;v7 or,.R *3+.38.63 14.33' RTI i. ':A. ', FC'. 27 .ANO t'D... . 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