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1.1-6453 1- 2 Record Drawing
6 CURB & "u'TTER 16,209 LF. CONCRETE SIDEWALK 5Z150 S.F. 610 CURB 875 S.F. e DECOMPOSED GRANITE 80 cu. yD. 6* CONCRETE DRIVEWAY 189909 SQ. FT A.C• PAVING 5,998 TONS *EEL CHAIR RAMPS 27 EA SAW CUT 2,519 LF. AGG. BASE 59 730 CU.YD. 6* CROSS MUTTER 12' 1 EA. STREET NAME SIGNS 27 EA. SURVEY MON, 27 EA. STREET LIGHTS 19 EA* .S T SIGNS 4 EA. WARNING/REG. SIGNS 8 EA* LANSCAPING 31,669 LF, STRIPING 51,000 LF. INNER CONNECT CONDUIT 3,110 LF. 6' BLOCK WALL RET) 19057 L.F. 6' BLOCK WALL, (Wf2' RET) 830 LF. 6' BLOW WALL, (W/-3* RET) 487 LF. In 61# CM :& GUTTER - e CONCRETE SIDEWALK 6* CONCRETE DRIVEWAY A.C. PAVING AGG, BASE WHEEL CHAIR- RAMPS SAW CUT M AN RD FRO 4 DEC OSED GRANITE 6C� STREET NEE SIGNS SURVEY MON. STREET 904s WARNING/REG. SIGNS LANSCAPING STRIPING INNER CONNECT QUIT 6' BLOCK WALL (W/1 " RET) 6' BLOCK WALL (W/2* RET) 6* BLOCK WALL (W/3' RET) 12,302 LF. 49,152 SF. 12,872 S.F. 5,606 TONS 5,085 C.Y. t2 EA 1,065 LF. 500 IN. FT. 171 CU. YD. 1,167 IN. FT. 12 EA. 10 EA. 14 EA. 2 EA. 5 EA. 379274 LF. 39480 LF. 3,049 L.F. 1,051 LF. 844 LF. 1,145 LF. � Fr°i �ESCRiPnoN PARCEL 2 AND A POR110N OF PARCEL 4 OF PARCEL ASAP NO* 10930, IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, ,STATE OF CALIFORNIA AS PER MAP RECORDED SEPTEMBER 23, 2003 IN BOOK 53 PAGE 35 OF PARCEL MAPS, .1N THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 01/23/06 Drawing File.- FRSEW6453 NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA), (CA), INDICATES CALIFORNIA CODES ADDITIONAL NOTES. OWNER, LENNAR HOMES OF CALIFORNIA, INC, 5251 OFFICE PARK DR, SUITE 400 BAKERSFlELD, CA SUBDIVIDER: LEt#iAR HOMES OF CALIFORNIA, INC. 5251 OFFICE PARK DR. SUITE 400 BAKERSFlELD, CA ENGINEER, SMITHTECH /USA, INC. 142417TH STREET BAKERSFlELD, CA 93301 7il mown wwmffi� [M ti INDEX S'hi7. NO* S'HEET L3ESCRIPTt01M 11 TLE SHEET NOTE SHEET 3• SUN -DM WAY 4• CHEYENNE Iu40UAITAIN DRIVE 5. BOYD LAKE DRIVE 6• RIMWAY MEADOWS DRIVE 7• EVENING BREEZE AVENUE • EVENING BREEZE AVENUE 9. LAKE LOOP STREET 10• CHERRY CREEK LANE 11- SUNGATE WAY 12• MORNING SONG STREET 13• MOON DUST WAY 14• SUNLIGHT STAR STREET 15• SUNLIGHT STAR STREET 160 SUN UP WAY 17. SUMMER SUN WAY M MOON RAY WAY 19• NIGHT STAR. LANE 20• STARFALL WAY 21• MORNING BREEZE STREET 22• ONYX NIGHT DRIVE 23• STAR SHINE DRIVE 24• VEGA MEADOWS ROAD 25. VEGA MEADOWS ROAD 26• RENFRO ROAD 27• RONA ROAD RfINA ROAD 29• ALLEN ROAD 30. VEGA MEADOWS ROAD (STRIPING PLAN) 31. RENFRO ROAD (STRIPING PLAN) REINA ROAD (STRIPING PLAN) :3* ALLEN R PLAN) RENFRO ROAD (MEDIAN PLAN) LER. 1. Now an AND GUM rff '00* PER PLATE ST-1 C11Y SUBDIVI- SON STANDARDS 2. STANDARD CHAIN LINK FENCE PER PLATE D-12 CITY SUB- DIM" STANDARDS. I STANDARD CHAIN LINK GATES PER PLATE D-13 CITY SUB- DIVM STANDARD& S. STANDARD CAT04 BASIN TYPE we PER PLATE D-14 CITY SUBDIVISION STANDARD& 6. STANDARD SM*AIX '- COMBINATION TI PER PLATE ST-3 CITY SUBDIVISION STANDARDS 7. STANDARD SURVEY MONUMENT PER PLATE ST-13 CITY S"m- SION STANDARDS. & STANDARD WHEEL CHAIR RAMP PER PLATE ST-19 CITY SUB- DIVISION STANDARDS AND AS MODIFIED BY CALTIS REVISED STANDARD PLAN A-88A. 9. STANDARD RES11DENCE DRIVEWAY PER PLATE ST-4 CITY SUB- DIVISION STANDARDS 10. S T CROSS SEC11ONS PER PLATE ST-11 CITY SU BDIVI- SION STANDARDS. 11. STREET SPECIFICATIONS PER PLATE ST-9 CITY SUBDIVI- SIM STANDARDS 12. STANDARD STREET LIGHT - MAST ARM TYPE PER PLATE ST-14 CITY SUBDIVISION STANDARDS. 11 STANDARD CROSS GUT1fER PER PLATE ST-17 CITY SUB- DIVISION STANDARDS. `� -. N 89015 53" W 2238 .97 Wm� STREET PLAN SEE Sqff T 27 rN, SIRIPWG PLAN SEE SHEET J2 9 STREET PLAN SEE SHEET 28 45 13 �z c% 14 12 11 -10 9 8 7 6 5 4 3 2 Cr in A 88 89 90 91 LU 92 L93 94 95 96 97 8 99 100 ZE 102 103. 104 105 06 109 107 Q) SUNLIGHT STAR S-MFF' 110 LU SEE &1fiTT Ljj -------- SUNLIGHT STAR STREE SEE SHEET 15 �u 17 mown f 111 110 109 108 107 106 cra N 18 105 104 99 100 101 102 103 87 86 85 84 83 82 81 80 79 78 19 112 124 123 122 121 120 119 118 117 116 115 114 113 c-D 112 20 119 120 121 1122 123 124 Lu CN 21 114 1 . 98 97 96 95 94 93 92 40 91 75 76 77 22 115 118 74 125 126 127 128 129 130 131 132 133 134 135 136 137 138 13 117 NIGHT1 STAR LANE IF% 90 SNEF T W , Nk 116 MORNING SONG STREET r 24 56 IMP ;kv - . -< SEE SHEET 12 --- .57 /.00 76 77 78 79 80 81 82 83 84 85 >- cv% 86 87 88 89 V.— 70 69 68 25 55 58 75 71 67 66 1--- 72 10, 9 ?N1 C) P 8 7 6 5 4 3 2 L 59 74 54 kPI 7;w 26 47 48 49 50 51 Qk C> 60 52 53 54 55- 56 57 58 59 60 61 6 6 v 27 53 2 63 64 65 13 14 15 16 17 "1 61 72 46 144 143 18 28 EVENING BREEZE AVENUE. ct 41K 52 62 71 14 SEE SHEET 7 EVENING BRFF7F AVENUE el -------- 145 P11: 29 70 SEE SHEET .9 51 63 45 LU 19 30 50 64 69 42 41 40 39 38 37 36 Ck!: 1- 14 W, 35 34 33 32 43 146 X 31 30 2 28 27 26 25 24 23 31 a_ 22 21 49 C� 20 65 32 147 cr- 140 C-3 48 66 44 154 9 8 33 47 \sump 26 25 24 23 22 21 20 19 Z5 34 .67 155' 153 27 18 17 16 15 14 13 `12 C-- 6 10 7 35 152 45 —r--7 — ------------- 6 36 44 188 156 151 28 37 43 189 157 Yl- 1,50 29 30 31 32 33 5 38 187 149 .2 158 39 190 159 148 0 2 40 41 160 185 167 166 3 41 184 161. 165 4 191 183 168 162 soon* &a* so Is 164 0 so a -D o 182 so 0: o 169 163 a • a 0 '0*1 oo.: • 181 175 60 180 170 174 176 171 173 :61 177 sy 172 62 83 178 8 3r 2 179 84 U'S Do UA E iNTH + IN BLIN"E NE COR SEC -13 29/26 AT THE CL INTERSECTION 90 OF RIENA AND JEWETI U.&G.& DATUM --- U.S.G.S. DATUM 1.) UNIT ONE 2.) UNIT TWO AND OFFSITE THE E)USTENCE AND LOCATION OF MY UNDERGMD UTILITY PIPES OR STRUCTURES SHOWN ON_ THESE PLAN I S A . RE OBTAINED BY A SEAM OF TW- AVM ABLE RECORD. -. To- THE BST OF OUR KNOWLEDM THERE ARE NO DUSTING UTILITIES EXCEPT AS. SHOWN ON THIS MAP. THE CONTRACTOR IS REQUM To TAKE DUE PREcAuTmARy MEASURES jo PROTECT THE ,UJUTY LINES SHOWN AND My OTHER LINES NOT OF r 4ECORD OR NOT SHOWN ON THIS DRAVANQ ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF MY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR 10 CONST- RUCT . 1-800-227-2600 ENGINEER'S STATEMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF SLAKERSFIEUD ORDINANCES* STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL L IMPROVEMENT REQUIREMENTS OF THE - ADVI SORY AGENCY OR OTHER REVIEW BOARD4, I AM RESPONSIBLE FoR ALL CALCULATIONS AND DRAWNGS ON THESE PLANS AND ANY L ERRORSO OMISSIONS,, OR VIOLATIONS OF- THOSE ORDINANCES, STAN,. DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DUfWNG CONSTRUCTION, ROBERT E SMITH RCE .35473 DATE EXP. 9-30-07 TiECORD DRAWNT NOTE.* SEE SHEET TWO FOR ALL NOTE LEGEND z - PROJECT SITE `111111111`7 IV Tig !D6W1NG-" 11fib I rij CI COR Fk C T IONS - WY M1 e Lro _._ OF CA INC0RP`0RA T E D TU• U A Df-Drr-i n n Ill MlLlrlt r NOTES* 1. 24 HOUR N0110E WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL C AC11M TESTS SHALL BE THE RESMOU DEVELOPER AND SHALL � � ALL BE PROVIDED BY THE ENGINNEER, NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT, 3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION CONSTRUCTION INSPECTION THE CITY 11ON DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO E ALL UNDERGROUND IM ENSURE THAT IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN CITED PRIG T START OF ANY CONSTRUCTION THE ON OF PAVING. 6. WITH THE EXCEPTION OF THOSE ON RETURNS STREET AND STREET UC�ITS SHALL ��� LL BE INSTALLED AT THE E - OF �E LOT LINE WHERE - THEY HAVE BEER. INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS SERIES BOLT �� HAlNS M2G AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. RADSIDE SIGNS INSTALLED PER STD. - WITHIN SIDEWALK T 1 � SHE- �_ LOCATED DEWALK 6 FROM BACK. & ASPHALT CONCRETE: (TYPE B . " „ } ASPHALT CONCRETE SHALL BE TYPE *B* ( } FeR- ALL ARTERIAL AND- COLLIECTM S (MODIFIED) FOR LOCAL s �� AND -TYPE STREETS AND SHALL CONFORM TO PROVISIONS IN SECTION 39 "ASP THE SPECIFICATIONS ALT CONCRETE," OF THE STANDARD CIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A" , "B (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONE REQUIRE- MENTS OF SECTION 39- " " � TO THE REQUIRE 2.02, AGGREGATE, OF THE STANDARD SPECIFICATIONS FOR 3/4 MAXIMifM, MEDIUM GRADING. 9, AW _ Ta. 8E... _ _ WI P BACKFILLED � SHALL � AND COMPACTED PER CITY STANDARD ST-22. 10. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM T BAKERSFIELD PUBLIC WORK HE CITY Of S DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT - OF- SECURED BY A SUBDIVISION WAY. UNLESS AGR�T, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED " RIGHT-OF-WAY AND INSURANCE HIN THE CE SHALL BE POSTED PRIIOR TO ISSUANCE OF THE PERMIT. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM REQUIREMENTS FOR THREE -FOUR TO THE THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING AS SPECIFIED IN SECTTON 39 -ZO29 AGGREGATE ", OF THE ' FICATIONS. STANDARD SPECI- WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CC1NF � THE GRADING REQUIREMENTS " ORMING TO ANY ST IN SECTION 39- 2� -.02, "AGGREGATE", � THE STANDARD, SPECIFICATIONS SHALL, BE USED TO SURFACE INTI' TA- PERS AND OTHER AREAS WHERE .RSECTItXNS, E THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AR -8000 VISCOSITY GRADED A SHALL BE SPHALT, UNLESS OTHERWISE DIRECTED BY ENGINEER. ASPHALT BINDER FOR TYPE B (MODFIED THE BE A - ) ASPHALT CONCRETE SHALL R 4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE ENGINEER. 111E ASPHALT BINDER DIRECTED BY THE " NDER SHALL CC' NFORM TO THE REQUIREMENTS IN THE TABLE FOR STEAM- REFINED PAVING ASPHALTS" IN "GRADES ", � THE STANDARD SECTION 92 -1.02, D SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE SHALL BE DETERMINED BY THE MINERAL AGGREGATE E CONTRACTOR IN ACCORDANCE: WITH CAUFOR 41A TEST ME1 .367 USING SAMPLES OF .M &� PROPOSED- THE WORK. THE AMOUNT OF F ICI- - ASPHALT BINDER SHALL BE APPROVED BY BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK THE SHALL SUE114liT THE FOLLOWING F � CONTRACTOR OR THE ENGINEERS REVIEW AND APPROVAL.: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES IN THE VI�K CONFORM TO BE INCORPORATED " " M TO THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE OF THE STANDARD SPECIFICATIONS AND THE PROVISIONS, MATERIAL SIEVE SPECIAL VE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SM -NOT BE OLDER- T .�. (6)- MOI'T�#S. TESTS � OTHER RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C• AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS DESIGN IS BASED SHALL BE � WHICH THE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN N BY ASTM D, -2041 • �E MIXTURE AS DETERMINED ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39- 2.029 "AGGREGATE " OE' SPEgFlCATIONS AND THESE � THE STANDARD SHOWS SPECIAL PROVISIONS. IF THE DATA SUBMITTED THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS DESIGN WAS PREPARED THE HEN THE E DESIGN MAY BE UP TO TIiREE (3) YEARS OLD, THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH CONCRETE MIX DESIGN. THE ASPHALT WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM PAVED SURFACES, THE EXISTING P TO EXISTING PAVEMENT SHALL BE SAW CUT. A � COAT WILL NUT BE D Off NON, PAVED- AREAS SURFACED PRIOR TO THE PLACEMENT � � ALL 0 T OF ASPHALT CONCRETE; HOWEVER, OTHER REQUIREMENTS OF SECTION 39 -4.011 "SUBGRADE" OF STANDARD SPECIFICATIONS SHALL BE THE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL PUBLIC TRAFFIC. CARE SHALL BE BE CLOSED TO ONTO TAKEN TO AVOID TRACKING ENDER MATERIAL THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF PAVING JOINTS SHALL MAT CONSTRUCTION. CH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INNTERSEC-TLCSIS AND TAPERED %TALL BE SURF' DIRECTED BY THE ENGINEER. ACED � P ADDITIONAL ANAL ASPHALT CONCRETE SHALL BE LACED AT ROAD CONNEC11ONS AND PRIVATE DRIVES WHERE THE PLANS AND AS DIRECTED BY SHOWN F NE THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED WHERE THE COMPACTED THICKNESS ONNECTIONS. IS ICKNESS OF A LAYER OF ASPHALT CONCRETE 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CON MANNER THAT, AT THE END CONDUCTED IN SUCH A OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT GREATER THAN THAT WHICH C LANES IS NOT S AN BE SURFACED DURING THE FOLLOWING RIFT OF NORMAL PAWL- 4P€RATIONS• ADDITIONAL ASPH BE PLACED ALONG THE TRAM ALT C�TE� SHALL TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AN FORM TEMPORARY CONFORMS D COMPACTED TO BEFORE THE LANES ARE CANED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER MAY THE CONFORMS TO FACILI TA BE PLACED UNDER lE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT MORE THAN 0.15 f�T PAVING CONCRETE IS A M OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED CONTIGUOUS LANES OF THE TRAVE ON ALL TOP LED WAY BEFORE THE LANES ARE OPENED PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT THE DI THE ENDS OF A LAYER OF ASPHALT � STANCE BETWEEN BE G� ALT CONCRETE ON ADJACENT LANES SHALL NOT TER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL ALONG THE TRANSVERSE t�ROP -OFFS � PLACED DROP- 4N EACH LANE AND ALONG THE LONGITUDINAL OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT . SHALL BE HAND RAKED AND CAP CONCRETE THE ACTED TO FORM TEMPORARY CONFORMS BEFORE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER BOND BREAKER, MAY BE PLACED UNDER s OR OTHER APPROVED THE CONFORMS TO FACILITATE THE REMOVAL_ OF THE CONFORMS WHEN _ PAVING. OPERATIONS R ASPHALT CONCRETE OPERATIONS-RESUME TE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY IN -PLACE DENSITY SHALL BE DE ASTM D -2041. TES DETERMINED 1N ACCORDANCE WITH CALIFORNIA T 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT 92 PERCENT OR GREATER CONCRETE IS LESS THAN TER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE RE COMPACTION IS NOT BEING REQUIRED RELATIVE ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH , IF NEEDED, NEED ADJUSTMENT. ASPHALT CON 0!'ERATIf� � NC}T CONTINUE CRETE SPREADING TINUE L*TIL THE CONTRACTOR HAS- N{) CITY ENGINEER OF THE ADJUSTME THAT WILL BE MADE THE REQUIRED COMPACTION. IF IN ORDER TO MEET THE ANY SUCCESSIVE TEST AFTER N0110E IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CON SHALL BE REMOVE CONCRETE REPRESENTED BY THAT LOT D AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. CE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE THE RELATIVE COMPACTION IS ETE INDICATE THAT EITHER LESS THAN 909 OR MORE THAN 96% , THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL REPLACED WITH MATERIAL THAT BE REMOVED AND .� AT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. E C WIC SHALL EU AT T�fiE DEraOpEw IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE SPECIFIED SURFACE TOLER DOES NOT MEET THE ANCES� IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTIUZIN (2) REMOVAL AND REPLACEMENT DIAMOND �S, EMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. WORK SHALL BE AT THE THE CORRECTIVE DEVELOPERS EASE. IF ABRASIVE (WINDING IS USED TO BRING THE FINISHED SPECIFIED SURFACE TOLERA SURFACE TO LACES, ADDITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY,,- TO ENLARGE THE. GRINDING AREA. SO THAT OF GRINDING ARE AT A CONSTANT HE LONGITUDINAL LIMITS ANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANS ARE NORMAL TO THE PA VERSE LIMITS OF GRINDING PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. SHALL CONFORM TO THE ABRASIVE GRINDING REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST F PARAGRAPHS � SECTION 42 -2.02, "CONSTRUCTI�I " OUR A FOG SEAL COAT SHALL � THE STANDARD SPECIFICATIONS. ALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT TH DEVELOPER'S EXPENSE. THE FOG SEAL CO E AGENT � ASPHALTIC T SHALL BE EITHER ASPHALT REJUVENATING ALTIC EMULSION AS DIRECTED BY THE ENGINEER. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SPECIFICATIONS FOR CLASS (CL SHALL MEET THE 2 AGGREGATE BASE 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; RECYCLED OR RECLAIMED HOWEVER, NO MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS CONFORMING TO SECTION BASE COMB) ON 200 -2.4 OF THE GREENBOOK . NOTE: SIGN NUMBERS ARE FEDERAL COGS UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. TRACT No. 6453 UNITS 1 + 2 CONSTRUCTION PLANS, STREET PLANS AN.D�PROFILES R/W 30' ** R/W PAD � ** 20' 10' - 12' 18' _ 20,** ** - f. 18 - 20' 10' - 12' �• Ile 2 20 P AD PER. 2 2°�0 1/4! PER. FT. Z' Lo " ,,� _ •. -- ill -� I I I -III _ - _ TYPE B" CURB & GUTTER WITH 5.5' COMB. SIDEWALK PER 11( i ► Imo: . CITY STANDARD S -3 .3 BELOW FL ROUGH GRADE LINE •3' BELOW FL NOTES; C R 0 S S S E ION MAXIMUM CROSS FALL, TO C - �0 R W , CITY OF BAKERSFIELD P LOW GUTTER SHALL BE 0.5 LATE S -27 - REVISED N.T.S. 91 si * SLOPE FROM HIGH GUTTER TYP E A ST ** SEE PLAN SHE TS R Ts EET TeI. 4.5 R- V 5 AL 1 .25' A.C. OVER .40' C.A.B. 01E -W CAMP, � R/W, , 12'f PROP ()S�p � -- 70 16' PAST 6 LANDSCAPE LOT 7' 7' 1 - -- 1/4! PER. FT. I I-" 111. =111.1 Ill-- �- • ° • "FUTURE TYPE M" MEDIAN CURB r r r= i l i r 1 i i r i l_ `"• TO BE CONSTRUCTED AT A LATER i - = • • : • DATE BY OTHERS a' j y j; t } ;I R/W \ , 45 - 49 36'" 12' 11 12'f LA�APE F EXIST. LOT PAVEMENT s 6 BLOCKWALL TYP. 1/4 (SEE WALL PLANS) _ - PER. FT. C = =ttt �ttt irr- 22o' ttt�ttt -ttt -- - rrr� rir� rrr ` r � •. rr- O.W. TO R.O.W. /EASEMENT , 4:1 MAX. -- _ 27 MIN. ` CONS.L TYPE so CURB & CC WOW W%IFFWljr*- - 4HiA IV . * * SEEP SHEETS 1 t it w I lEr COLLECTOR wlkK, - REINA OAD CITY OF BAKERSFIELD RATE tS. TE S -27 - REVISED - - -- - _. ,•�• """ N.T.S. HALF -WIDTH MrwMUm cW05S FALL TO LOW GUTTER SHALL B E 0.5 AT . CROSS SECTION Ro04ER? E: DAt� S TA TI }� �G+-GG* QQ RGE:35473 qP 3 -3e.�7 --- 7- 4 SSE PAN s#ET5 T.I. 6.0 R-VAL 51 RtV15ioN& PP OVED 13Y., .30' A.C. OVER .40' C.A.B. OVER IQb' 959 COMP. O.G. MARIAN P. SHAW DATE: VE 3217 8 EX? I Z° 3 1- 06 R�V610N: R�VLaCED GOAb. 30DSWAL9 tVi'CH A DETACHSD SI DE WALK s' eLoac wnu. R/W FL FROM HIGH SIDE. (SfE WALL PLANS) � � 8,0# 18 18 I 6.0' L/S- & A LL ENT. ET. 12't EXIST. 12't EXIST. � f PAVEMENT S/IIVC:UT i' PAVEbi€1�# c� MATCH EP. PER. FT. a °" _ _ CVNST 11rC "B" CURB do GUTTER WITH 5.5' COMB. SIDEWALK PER CITY STANDARD S -3 = _�.. t�-��►- - - �i�it1�CD fy(ST pAVEM0I7' 0.15' NOTES: B.O.W. TO R-OW./EASEMENT - 4:1 MAX. � �13-6-P`A CoF. MAXIMUM CROSS FALL TO Z7o" Gi(FC LOW GUTTER SHALL BE 0.5' * SLOE FROM HIGH GUTTER * *SEE PLAN SHEETS COLLECTOR -ALLEN ROAD *# SEE PLAN SHEETS CITY OF BAKERSFlELD PLAIE S -27 - RE1gSEp mm� N.T.S. HALF -WIDTH CROSS SECTION AT STATION- I T.I. $.o VAL 51 .40' A.C. OVER .41' C.A.B. OVER 1.19' 95% COMP. O.G. R/W 6' BLOCK WALL - typ• (SEE WALL PLANS) FE. 45 - 61 CONST. TYPE - _ t ► I = u l .� t ►-- t T1E "B" CURB do GU WITH 5.5 COMB. SIDEWALK PER - CITY STAND ARD S -3 = '' B.O.W. TO R.O.W./EASEMENT 4:1 MAX. 2% MIN. * *SEE PLAN SHEETS C aLLECTQ - R VEGA M FAROMQ ROAa CITY �' BAKERSFIELD PLATE S -27 - REVISED MAXIMUM CROSS FALL TO N. LOW GUTTER SHALL BE 0.5' HALF -WIDTH CROSS SECTION * SLOPE � �� ��R AT STATION 10 +.00.00 - 27+22,09 *; � � ��E� R -VAL 5� -6' BLO(�CCIMMALL .3Q' A.C._ 4VER 40.'_ C.A.BL �. OVER .80' 95% COMP. O.G. (SEE WALL PLANS) NOTES: MAXIMUM CROSS FALL TO L04Y GUTTER SHALL BE 0.5 SLOPE FROM HIGH GUTTER SEE PLAN SHEETS �S �3Ult t 7"� 6¢��; G� / ✓tT.7 c�svt � lAul B.O.W. TO R.O.W./EASEMENT - 4:1 MAX. 2% MIN. �kcv:T6-qs y: * s �E PLAN SHEETS (ONST. TYPE "B' CURB do GUTTER ARTERIAL - RENFRO ROAD n s;� COMB. SIDEWALK � CITY OF BAKERSFIELD PLATE S -27 - EASED N.T.S. HALF -WIDTH CROSS SECTION AT S�FA �F[014 1-0+0-G,,o-G- Tel* $.5 R -VAL 5� �s-�u�� >� ��s3 u.A .45 A.C. OVER .44' C.A.B. Dhp OVER 1.61' 959 CHIP. O.G. 4g,OFESSIp� No. 35473 9/30/07 �a9T� CIVIL 0 F CALF TRACT No. 6453 -UNITS 1 & 2 STREET PLANS &PROFILES mithTech� USA INCORPORATED HABERFELDE BUILDING j 1424 17TH STREET BAKERSFIECD, CALIFORNIA 9330T o „��, � _.. _ /-% 049" S.D. LINE TABLE F _ — -_ LINE BEARING DISTANCE L1 N 45'53'39" W 17.x0' _E SCALE, * 359 ---. --I---- 358 357 -_--_.- 356 _"l_______.'__ 355- -'.-_'.___'____.___' 354 �! _'____l___l_j NOTES, . INTERCONNECT CONDUIT AND PULL BOXES. E . INSTALL � ONE - 2 SCHEDULE 40 PVC CONDUIT UNDER cry C4 "IIIIIII': SIDEWALK WITH s 15 PULL BOXES EVERY 400 • CONDUIT � cd M LO AND PULL BOXES TO Cl Ln BE PLACED PRIOR TO PLACEMENT OF � �' 4- Ac�. BASE. �.a. ...� (SEE SHEET 8 FOR IN DETAIL) � ° `` � INTERCONNECT � m ca ac Zs_ C.> SIGNAL INSTALS. TWO - 3" SCHEDULE 40 PVC ix W ; � co � TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED P 8 lo- TO ll 4 PLACEMENT OF AGG• BASE, EE SHEET 24 c Y PA 34 h 1 0 0 3 12' LIMIT LINE AND ALL OTHER P \uy AINTED MARKING � 0° � PAINT PER CAL- $ � /THE'LASTI .. �, TRANS STD. SPEC. 8010 -21 C -19 tO *%-- _..._ I 1 ,1, • 1 / c0i � 1 4 xd �� t o L �o V 11 . 3:: '-T 11 INSTALL W 1- V_ I �,�i cv ' WITH OM l -3 �,,, " I I 11 , " MARKER � p t ;!s d- I Z z 1 I - I r" I . ca I : I �ftw 9:4 PI .. 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TR 6433 45-611)1,1, lwl mi l ems` -- yU .- I � , �. I - .. �, ' ,; _� 7'i'' .. - .. f DA"i E ,jo . I----- . ,��yz 1. LEGEND — - • STR CITY ANT ENCAZ NT pE COB S'N TB ST-13 (TV BE CONSTs L7R EXISTS AS NUTEB) <> STA STREET LIMIT - 9500 LUWN pfR COB STD ST -14 8 STR STREET LMHT - 22OW LUNEN PER COB STD ST -If STR STREET NA/1E SIM MEMO PER: 0B STD T-1 STR CITY STREET NAME S16N PER Mpg STD T -1 l� S Ta VlE EL Cm IR RA Ap pER CgB STD S T -19 ANB � CAL TRANS spECIFIC*4TI�V pER STD A -88q rl�IlllllI T � € IPlVE✓AY PER D ST -9 pm T-14? —j" TRAFFIC CL7NTRLZ SIM - AS ACTED X P7. RADIAL TL7 CENTERLINE STA, _ AS ACTED t TrP. SEVER AWN 8 HANHaE TYPE A' PER COB STD SV -4 T TYP TYPE ;4• CATCYBAShN PER cm STD -14 'd' RCP VIR6J CL III & MANHOLE TYPE q' PER COB STD S V-4 °— TM SEVER ,VAIN & CLEANL711T PER, COB STD SW -6 D- - STB* OUTLET STRUCTURE PER COB STD B-11 STB,v BRAINME BASIN PER CM STD B-11, o POLE SLY . . 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Z . z "' U cr 0. 3 m � B 4 » 45 52 37 37.00 29.63 15.66 STR cn W W °c o J A U o A BRAINAGE BASIN PER COB STD D-11 9 0'00' 00" 20.00 31.42 20.00 '�'• O w w ,�; N 6 » 90000,0 20.00 31.42 20.00 N ' M1 3 � Q O cp t` N a; • r7 O +'' nj v U LA- �.,. o © CV 4- N 6'3• � � �5Q' -,. ro 63 SCALE: 361 is 2 i' 5 360': { s a 359 i 3 X f 357 t w 356 f 355 j 354 3611, i f 360 L i 359 F s 358: a 357'� i. € 1, 356 i 355 354)� 4 1 F' i 3 HORIZO 1 $I = 50' VERT. 1" = 2' O °O }- 8 r� °. �•; .� N LO J CO � o� C.7 S R/W 0 o 3S5 z ao R 24 S. Q. 6 � � 81 FL C ©nrsT. TYPE B cuRa &cum ,. oo ��� I TN 4.5 G(At8. 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N 71 u cu 4N CURVE y, t f { i i { 3 NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. i 4g,OFESSj�N E. w No. 35473 m 9/30/07 EVENING BREEZE N AVENUE w w N i.t.1 as i f i M J i o S TR STREET LIGHT - 22WO L UNEN PER COB STD ST -14 W STA Z STR <C = STIR VHEEL CHAIR RAMP PER COB STD ST -19 AND J Q f �- TRAFFIC CflN 7Rf 1 SI6N - A S NL 7 TfD 7 1 • • Vi=i • 1 0 SEVER AKIN b MANHOLE TYPE A' P£R COB STD SW -4 T T YP. TYPE A' CATCH B ASIN PER COB STD -14 A La M � B VIR0 CL I!! b HANHaE TYPE A' PER COB STD SV -4 �- TrP. SEVER MAIN & CLEANDUT PER COB STD SW -6 UD STR BUTLET STRUCTURE PER COB STD B-11 s ._._.. __._.. _._, ._,_ _.. --- �- �•- _._...:,...__ .,.._.. f BRAINAGE BASIN PER COB STD D-11 �" d. d. ► W SH ET 7 OF O N CIO 1 -,. ro 63 x ON CURVE ON { # - _ _ NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. i 4g,OFESSj�N E. w No. 35473 m 9/30/07 EVENING BREEZE N AVENUE w w N i.t.1 as CITY ANT ENCASEMENT PER COB STD ST -13 Z M J J o S TR STREET LIGHT - 22WO L UNEN PER COB STD ST -14 W STA Z STR <C = STIR VHEEL CHAIR RAMP PER COB STD ST -19 AND J Q mi vE vA r PER COB STD ST -4 AND T-12 �- TRAFFIC CflN 7Rf 1 SI6N - A S NL 7 TfD * a } 0 SEVER AKIN b MANHOLE TYPE A' P£R COB STD SW -4 T T YP. TYPE A' CATCH B ASIN PER COB STD -14 � c* Irm- ; j f LO , z r i t LWi � t 3 f LO EVENING STA i N Lu STREET CN X ROUND E G ON OUR v l t j • O i { e � 5 i ! wA i I E i k Y I i t /+� It t it LO LO t M i V s j F i LAJ cnF r' t } i. } i t m ? _ W W co is car _q TR UNIT 1 2 1 3 1 4 1 5 1 6 1 7 18 1 9 1 } N co , l X. GROUND L 7♦ CI V 110 �o,��~� 0 F CALZ ROBERT E. SMITH RCE 35473 DATE LEGEND f-0,000 • STB. CITY ANT ENCASEMENT PER COB STD ST -13 (TV BE MNST. W EXISTS AS ACTED) Q STA STREET LICIT -9500 LUKEN PER COB STD ST -14 o S TR STREET LIGHT - 22WO L UNEN PER COB STD ST -14 -¢- STA STREET NAME S16-N (HETRW PER COB STD T -1 STR CITY STREET NAME SIGN PER COB STD T -1 l� STIR VHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICA TIL 7V PER STD A -88A mi vE vA r PER COB STD ST -4 AND T-12 �- TRAFFIC CflN 7Rf 1 SI6N - A S NL 7 TfD * PT. RADIAL TL 7 CEN TERL INE S TA - A S NL 7 TED } TrP, SEVER AKIN b MANHOLE TYPE A' P£R COB STD SW -4 T T YP. TYPE A' CATCH B ASIN PER COB STD -14 � RCP VIR0 CL I!! b HANHaE TYPE A' PER COB STD SV -4 �- TrP. SEVER MAIN & CLEANDUT PER COB STD SW -6 D- STR BUTLET STRUCTURE PER COB STD B-11 s ._._.. __._.. _._, ._,_ _.. --- �- �•- _._...:,...__ .,.._.. STIZ BRAINAGE BASIN PER COB STD D-11 SHEETS 361 360" 359 358. 357 3 355,� 354 no _360.... 359.'. 358 357 356 355 1354 k k` i { + 1vu* Val _ _ �_. _ } _� _ -_. _ _ ..__ 1 _ _ _ } , r--- -- �--h - ..V_....;,___.__ • _� ___. ,,._��._�._.._._..____._ .�.__._...._.._..;_._..�_.�_.__ rte..,- �...__.._......- ._ _._._^._�_ .._ _ t } �*..___._._ _ .....y,_.�.. _ E _ -- 5------•-..«_...__. �� ......._..._,._________�____ -a _..__ _._ __ ._____,__.«...___�..._- s ._._.. __._.. _._, ._,_ _.. --- �- �•- _._...:,...__ .,.._.. __ ._.._...,..._- ..,.._.._._ -. -.M. _. ._........., - { ` t ; 3 t SH ET 7 OF SHEETS 361 360" 359 358. 357 3 355,� 354 no _360.... 359.'. 358 357 356 355 1354 k k` i { NUMBER DELTA RADIUS LENGTH TANGENT M c, o C> 89'D581560 20.00 31.41 19.99 °O o w � � N � 9 0'01 "04" 20.00 31.42 20.01 "� o �' J ® L[� J J La_ Q 9 0 Oa 00 20.00 31.42 20.00 � m Z� m m re) 90'00'00" 20.00 31.42 20.00 j M " � �� 1 W U � LY U 11 45'52'37" 37.00 29.63 15.66 ? 3 3 ,� 3 ''''' 3 � 3 3 m y c°3 W J A A V A A A A W SEE SHEET 11 m 1 129'21'34" 42.00 94.83 88.77 _ > o > > �, o o " J m a- LL (U W N 142023"40 42.00 104.38 123.35 r. d- ��, �, �- 10 20'_ 2a 110 <c ,n + 45'52'37" 37.00 29.63 15.66 F ° • Ln ° ; U ± W o Ln to , u-y co .._ N EVENING BREEZE 'd-' AVENUE W w " C� `a o A O Q~ © A CD Cam m o � �� LtW� cU .? W Co C6elf N W Q A Go o + V_ J .�.! + N N � m N A Am' A A "M U d- U M m cp C.') 3 C3J 28 ION 3 N � ON 2 7 R/ A Cu ON 26 �U 3 �O cxj � �! T�fP. ff T1�P. C iYP. T1�P. cU 0' Ill CID A A A MM a LA_ cc Z C; m Cm t1') Q K Z W 0 CV cmt.t � C-) t 7 O M cW5 ! -� U L` v m 25 +12;63 EVC FL 356.10 (19.79 RT.) C� S TB. CITY STREET NAME SMN PER CL N STD T -1 N MM J • w N miwwr PER, COB STD ST-4 AND T -12 N N � N `.'' A cu M W cu d' ten• _ A 2- U Z Q w w W a- >_ F� Flo QZre) U a- w ago _j .) +. 0"" u Lf) Co CI N C.> L �► "8 6C)•22! 3 6' DV DOTE: CONSTRUCT STREET SECTION PEP TYPICAL LOCAL STREET SEC77ON OH SHEET 2. SCALE.* H ORI Z. 1 ._.. 5 0' VERT. 1 2 r. a 4 } t 361 uj D 0 UN 7 , v i f. f ? ! l' s it 7 ! j •' r i i �. _.._. -.. _ �_,.._.- ....,_..__.,._.___--- t`..__._^ _._.,.__- __.___....._• --,- -. __,._.�_.- -_-•_- ...�- ..- ,,�._.r.__._ __.- _..___..�,..- ...._.. .:._.. �-__. �-,._.....-,_•_.._.__-....____._ ._._.��....__._..:-- _._._..._.. _....,_._._._._. y1- - -.._ �.,�._.._._.. �,.._�- .____- _._- ... -.. -.- ,..._._...._. ,____- .}._ -.._ _-_ �_..__ �------ -�-- -- �- i !! }! - -� } {c^TM•� { iii _.....'�_`_ 3601, M• • /161 i {( t F 3 ? i ` • ' i W j �- j 359' r it-% Jr-L Is L aim I I �..,,, - i ; N i r ; I LJ.. u"I I Go x N �-� _ i • t i Q% { t f ^� N t ri ri i N 358 m ■- Lin ♦ 3 ORO T R co i { VJ _N -� �,,� i U C3 cC W L4 N J L�.. U N f �` f _1 M , i t w UATIT f 18 19 20 21 22 23 24 25 GRO F > > ca CURVE 3 j j o 35 7 o °" Go co 49 uj 355 S !r� � ' %moor _4_ LO co t A i= ' j i { N /`� m k � s i Y J • Oft 356 UN __ 1...__. -. - '- �`1 ---•- - -i•- -- - •- -' -#--- •--- -- •-�14- - 11CAL CURVE i e/1 �uRV� CUR W I 355 _ -__. „_ - _ _• _ _ i - ._. -•_- 1 •� s 1 f � i 1 { � � i � { 4 S { } 4_ 354 killill C1 t r • 5 i r LO LO IDEN11CA i co ;9 vOINT : s, , o , f 361 i 3 ; t ` J ? !mil � y • i r ; r f ��j {.i.. _ _ { t �.- - _..- 4 _ _ 3601, s ' t t N { gg 1. IF n V-~ s •..._._...fir -.... cy � �� � j f � � - -- - , t cc C> C�l �� � # � is i � 359 1 _ _ 1 _� ___ �_ _ _ i -____ _ _ �.__ _- __ _ Ci - _ - - - -.. - - -� -- t f t } 0.�' N o f J M CTar 358 LQ C ei ou t ' K �_• Y ju- �.. ,. i i. � J 4 :r �- A �J S� { CID f I ; .." 0 !� cn , i Z i { t 1 -43 a- alp 356 29.63 +1 . { r 4 ON j� L z s V Y (`(jf j ■1�Q[ r o 1i (/RVE o Ct1R o 3541 a 4gOFESSjp� E. w No. 35473 � 'x 9/30/07 o�IVIL��o4�~� F CAL ROBERT E. SMITH RICE 35473 4s Tiz G4 "3 _i?v I /r i ! 4 R k „ DATE 25 +08.03 BVC FL 356.09 .� &A (27.64! LT.) 0 4 �6, Dv __.. 7 61 S 36 25 +17.13 PIVC 355.57 25+17.13 POW FL 356.03 o (4.77' RT.) 1 9 25 +12;63 EVC FL 356.10 (19.79 RT.) DOTE: CONSTRUCT STREET SECTION PEP TYPICAL LOCAL STREET SEC77ON OH SHEET 2. SCALE.* H ORI Z. 1 ._.. 5 0' VERT. 1 2 r. a 4 } t 361 uj D 0 UN 7 , v i f. f ? ! l' s it 7 ! j •' r i i �. _.._. -.. _ �_,.._.- ....,_..__.,._.___--- t`..__._^ _._.,.__- __.___....._• --,- -. __,._.�_.- -_-•_- ...�- ..- ,,�._.r.__._ __.- _..___..�,..- ...._.. .:._.. �-__. �-,._.....-,_•_.._.__-....____._ ._._.��....__._..:-- _._._..._.. _....,_._._._._. y1- - -.._ �.,�._.._._.. �,.._�- .____- _._- ... -.. -.- ,..._._...._. ,____- .}._ -.._ _-_ �_..__ �------ -�-- -- �- i !! }! - -� } {c^TM•� { iii _.....'�_`_ 3601, M• • /161 i {( t F 3 ? i ` • ' i W j �- j 359' r it-% Jr-L Is L aim I I �..,,, - i ; N i r ; I LJ.. u"I I Go x N �-� _ i • t i Q% { t f ^� N t ri ri i N 358 m ■- Lin ♦ 3 ORO T R co i { VJ _N -� �,,� i U C3 cC W L4 N J L�.. U N f �` f _1 M , i t w UATIT f 18 19 20 21 22 23 24 25 GRO F > > ca CURVE 3 j j o 35 7 o °" Go co 49 uj 355 S !r� � ' %moor _4_ LO co t A i= ' j i { N /`� m k � s i Y J • Oft 356 UN __ 1...__. -. - '- �`1 ---•- - -i•- -- - •- -' -#--- •--- -- •-�14- - 11CAL CURVE i e/1 �uRV� CUR W I 355 _ -__. „_ - _ _• _ _ i - ._. -•_- 1 •� s 1 f � i 1 { � � i � { 4 S { } 4_ 354 killill C1 t r • 5 i r LO LO IDEN11CA i co ;9 vOINT : s, , o , f 361 i 3 ; t ` J ? !mil � y • i r ; r f ��j {.i.. _ _ { t �.- - _..- 4 _ _ 3601, s ' t t N { gg 1. IF n V-~ s •..._._...fir -.... cy � �� � j f � � - -- - , t cc C> C�l �� � # � is i � 359 1 _ _ 1 _� ___ �_ _ _ i -____ _ _ �.__ _- __ _ Ci - _ - - - -.. - - -� -- t f t } 0.�' N o f J M CTar 358 LQ C ei ou t ' K �_• Y ju- �.. ,. i i. � J 4 :r �- A �J S� { CID f I ; .." 0 !� cn , i Z i { t 1 -43 a- alp 356 29.63 +1 . { r 4 ON j� L z s V Y (`(jf j ■1�Q[ r o 1i (/RVE o Ct1R o 3541 a 4gOFESSjp� E. w No. 35473 � 'x 9/30/07 o�IVIL��o4�~� F CAL ROBERT E. SMITH RICE 35473 4s Tiz G4 "3 _i?v I /r i ! 4 R k „ DATE Ism 0,; f DW44AP 1 v i a, SHEETS 361 360_ 359_ 358 357, 356. 355 354 1 360 359 358 357 356 355... 1354 LEGEND • STR CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TO BE GIST. DP EXISTS AS NOTED o STR STREET LIGHT -9500 LUKEN PER COB STD ST -14 o STB, STREET LMHT - RM LUMEN PER COB STD ST -14 STB. STREET NAME S16N (METRO) PER COB STD T -1 S TB. CITY STREET NAME SMN PER CL N STD T -1 l � STR. MEEL CHAIR RANP PER CM STD ST -19 AND J CAL TRANS SPECIFICA TIL 0 V PER STD A -88A miwwr PER, COB STD ST-4 AND T -12 J- TRAFFIC COMROL SIGN - AS NUMB � PT. RADIAL T[1 CENTERLINE STA, - AS NOTED t TYP SEVER MAIN & HANHaE TYPE A' PER COB STD SV-4 T TYP. TYPE A' CATCH BASIN PER COB STD -14 � RCP vmw CL 111 8 MWaE TYPE A' PER COB STD SW -4 � TYR. SEWER MAIN & aEANDUT PER COB STD SV -6 } SM. OUTLET STRUCTURE PER CDB STD D-11 STB, BRAINME BASIN PER COB STD D -11 Ism 0,; f DW44AP 1 v i a, SHEETS 361 360_ 359_ 358 357, 356. 355 354 1 360 359 358 357 356 355... 1354 IN FLO WLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'01'04' 20.00' 31.42' 20.01' Q2 89'S8'56a 20.00' 31.41' 19.99' 64 /~ �I oeo N W LLJ ROBERT E. SMITH RCE 35473 DATE Cn < L u --� W cl) = CD o co z> Z C� Z ° o d- J cf) p ESSIQ • 4,� M tp Q f- m ° U EX. IMPROVEMENTS E. l CD r7l SEE SHEE T 8 m cc "' �t �' v A �C I �b 2 8 9 I-A ,j � �� a- Q '�- w No. 35473 � w 1201- 10 W �, N M o m 10 20 20 1-101 `x 9/30/07 I I W- 2 8 5 cm �w mXC^o^ env U CO M M W w 5 d- o � F--- o = �" 2 1 o 'r' C-4 V° SlIG7 k�3 L Ci I� V W u 4l�f o+ Lo JVJJ R/W 00 R/W OF C AXL Fl IV 00 u') N �s n r, C%4 k' co (D CONST. TYPE s CURB & a/7TER aQ 8� SEINER FL "E z M7H 4.5 Core. SIDEWALK -TYP. 8 SEWER .e _ _ .f _ _M _ _ _ �i — SEE SHEET 8 Lo 0= Lu _1 W M V V V C Lool m Lu V M p CD M Z � �§Jw W o ~ ~o o��L L! p z ttj M V V d- = o N � w + U ") --- Q cfl + r 0 oa J �- Q m ci r-r) �� 0 0 o a + + U N N w 5 clof W LLJ b � o C) 20 10 O � Lt�t °o m � C-0 J U I�w Q m o 0 CJ � ++ Q m r V- 7 VOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. SCALE: HORIZ. 1" 50 VERT. !! ! 2 9 if ( F ft 1227 i Im • 4 ix 1 i �.�./ f y. 4 i t c f i "i f ; t i t , f i 1 1 9 i , G < f LO LO t } �p S cn cc coc _ m Ln LO co 612ni lKin o'RT1At CURVE r o o { t ( f y t • C> 3 dc cn UJ i f F < F i i r , , < , f y 7 .� T' �.....- ,_.._, .....:_....-- _..._.,.__,._..__a..�-- .._.,__ .._,.._...-.._.--...,- ...._T_..- ..,.._._.- ._.. -..-._ ,_....._-.,-._._.. �-..______ ....._..- _..,- _- ._.- .._.__.._.. .�._...__ -- �- .---- ..._....- ._...,. --5,: �._ ___..._..._.., ...----- ,_.___._�._.._.s... -_ —� -'__- _..._.—._. �._.._ _,-- .•____ _..____ ._.,•�...._....___.__...- _....- ...._ _ ..r_..._.__. _.- .,- . -,._. .___..._.._... _- ..._- .__.J --.-, - _ ^__.___....._.... - .- .__�,. 1. i f t € ? t C.9 o i t GU T C�l MR LO CO _...�.._...�.,._.._.,_. _. -,.-._........-...' �. �._. «.- ._..- ....,_- ,----- ••_... .,- ..: -... «.�-- •-- . -._.._ .t .....- _.. -,..» _._...._,...... _...._........_..._......_.._..-._._.-.. _._._._...__. +.•.- ^- !i-- •-•__ -r __.._._.- .._ -.-... ......__..- _.....__..___, t ...-- .- ...�.«_.....__..._.. ,..-_.._-•--..--._.....-._._... �L,. �... ._.......,_v.�...._._._- r_._..- - f .- ^"- "- .-- .>.- ._.•... -._". ._- ...-- ,-- +._,T_...... � �_.._ �... ._..._- ._.._._..._._._...,,_.__ i .. � ...._.....,..- ....__- ,.....__.. ..._. -_.... ( _.__- _._.._.._._ .- .._._... -. - - - •._._.,._._.--- _..__. '� �� ...._._. ,......._,__�.._-- �— __•_- .._-_, _..__......_. J ..- .__. -..�. � � � f 'i `L/ i. t { f 4 C> J 2 a 1 t _ ; _.._._._._�..._ —_ _ ,�._._..__ �.«._..._..._..»...._.....__ _.._ --.._ _._....,._...._ ..,......__- .. ..._ -._- ____.•--_._ 3:____._._.._.--.-.....__-.•_-_--,- _,..__,�..__..- ..- _._- ..._. -.-. dam.,.:__._..__.._....._ ..._�....______ ..--- ,jd. --. -.— _._...- .. -.- -- i_.� -_ ....- .._......_.,..�_. -. -. __....._`______` f. ___..._.._._._._.._._._.. _..:. _. __,..-- ._..- _.«._'•_....._....- _..- .- _...__..__._.. { .�._. - - _.._.....__� § _...__,�..._._�_.._.____ r __._.__..._,_.- �.._..._ A 01 s q - S i t. u J LO CD + { F u% VER11 AL CURVE t LEGEND • STA CITY H9NUMENT EACASEMENT PER COB STD ST -13 (TO BE CYST. OP EXISTS AS ACTED) o STA STREET L16HT -9500 LUMEN PER COB STD ST -14 e STR STREET LIGHT - 22000 LUNEN PER COB STD ST-14. STA STREET NAME SIGN (NETRE) PER COB STD T -1 STB. CITY STREET NAME S16N PER COB STD T -1 1 � STA VHEEL CHAIR RANP PER COB STD ST -19 AND J CAL TRANS SPECIFICA TION PER STD A -88A BRIVEVA Y PER COB STD 57 -4 AND T -12 �- TRAFFIC CgNTROL SI6N - AS NNEB � PT. RA, DIAL TL 7 CEN TERL INE S TA . - A S Ng TEB � TYP SEVER MAIN & HAMIDLE TYPE ;4' PER COB STD SV -4 T Tyx TYPE '4' CATCH BASIN PER COB STD-14 � RCP va6i CL 111 & MANHOLE TYPE A' PER COB STD SW -4 •— TYR, SEWER x4m &.aEANalT PER COB STD SV-6 D— STA BUTLET STRUCTURE PER COB STD B-11 STIR BRAINAGE BASIN PER COB STD B-11 O A YELL KCL 72-14 42.43' E OF C AND 3Q01' S OF TR MUNBAR Y 0 0 1 _ . < A/n 4 J 5 TPA r j I T , i a r j3 r i ; ^ _ _ _r._ _�..�_ , _ _ _ c i 4 [ I L L E ua Jaw y►1 u a 1 b1:tL 1 SHEET 9 OF / SHE�TS l r r; NUMBER DELTA RADIUS LENGTH TANGENT 1T 45'52'37" 37.00 29.63 15.66 Q 135'52'37" 42.00 99.60 103,63 (1) 135'52'37" 42.00 99.60 103.63 ® 1 45'52'37" 1 37.00 1 29.63 15.66 SCALE: HORIZ. 1" = 50' VERT. 1" = 2' IN EX. IMPROVEMENTS PER TRACT 6289 Q 0 � w V Q � I..C_ w C7 X 0 coo EX. TRACT 6289 0 0 to M cNo 4' pv ssiQ CD C..) ROBERT E. SMITH RCE 35473 DATE C.> �•-• w No. 35473 A M A o 9/30/07 CR c + C�j o �. u ! u ! 0' C A-ILL, (xi cri °00 \0 o z A;� Tv. rrn. egg s gUILI . -r 0105 u/ v4�AI P DRAW I �J 11 +28.51 BVC FL 356.81 0 (23.8-t C"' 0, R R F- C - T I LT.) Ur N 00.43'03" E s" SEM., 11 +35.95 PIVC 357.00 ED A T "..9125 11 +35.95 POW FL 3:16.90 MTN 4.5 ca a. SIDEWALK!-TYP. CONS T. TYPE »S» CURS & GUTTER 11+28.51 EVC FL 356.81 0 4 (23.87 RT.) �2 7 Imo,, S, A* 142 UP ROW" �:n c�) LL 5 � N � N 1 CO Q-p LO lm%f ens au-� '° � m rvarEx m gw= o U U Cl O o �^ Go cc cc O e7 NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON, SHEET 2. -750/0 +u- uj U-) ;Q Lq tfj _ U C9 0 0 to M cNo 4' pv ssiQ CD C..) ROBERT E. SMITH RCE 35473 DATE C.> �•-• w No. 35473 A M A o 9/30/07 CR c + C�j o �. u ! u ! 0' C A-ILL, (xi cri °00 \0 o z A;� Tv. rrn. egg s gUILI . -r 0105 u/ v4�AI P DRAW I �J 11 +28.51 BVC FL 356.81 0 (23.8-t C"' 0, R R F- C - T I LT.) Ur N 00.43'03" E s" SEM., 11 +35.95 PIVC 357.00 ED A T "..9125 11 +35.95 POW FL 3:16.90 MTN 4.5 ca a. SIDEWALK!-TYP. CONS T. TYPE »S» CURS & GUTTER 11+28.51 EVC FL 356.81 0 4 (23.87 RT.) �2 7 Imo,, S, A* 142 UP ROW" �:n c�) LL 5 � N � N 1 CO Q-p LO lm%f ens au-� '° � m rvarEx m gw= o U U Cl O o �^ Go cc cc O e7 NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON, SHEET 2. -750/0 +u- CITY MONUMENT ENCASEMENT PER COB STD ST-13 CTS BE CONST, OP EXISTS AS AUTEB) N—) L0^ L J STREET LIGHT - 9500 LUNEN PER COB STD ST -14 o STR F L!_ i STR STREET NAME S15Y (METRU) PER COB STD T -1 STR CITY S N A e COB STD T -1 N E SIGN P E � w VHEEL CHAIR RAC PER COB STD ST -19 AND J CCU C { f BRIVEVAY PER COB SID ST -4 AND T-12 �— TRAFFIC CLWROL S16N - AS NL7TEB � -.�- + i s i O 00 +0.507% UNIT 1 10 11 12 . s 8 i en .N d ED x CO Z� Q QW C d ! f�2 -0 cl- s co Le CNC? m cno W cno + H � O 5 _ l 2 N cl '�' GC; • z wA U � 1 V Cl �j m_ co NI OO M �ti n 3 537% wwwwwwwww.wr r .10j C%4 co a� f ER U m Rs N n CL Co V m to 3 • ! L r OO ! I a 1`Q A Og9.6 Or' —fl N i C6 A a r U r:10- ®M 3 ! f Uwj LO {i i � • N � + + ' ' + e- e- ! ! 0. 9.60' .. aNg Clete } 3 r LEGEND • STIR CITY MONUMENT ENCASEMENT PER COB STD ST-13 CTS BE CONST, OP EXISTS AS AUTEB) o STR STREET LIGHT - 9500 LUNEN PER COB STD ST -14 o STR STREET L16YT - 22000 LUMEN PER COB STD ST -14 STR STREET NAME S15Y (METRU) PER COB STD T -1 STR CITY S N A e COB STD T -1 N E SIGN P E l� STR VHEEL CHAIR RAC PER COB STD ST -19 AND J CAL TRANS SPECIFICA TION PER STD A -88A � f BRIVEVAY PER COB SID ST -4 AND T-12 �— TRAFFIC CLWROL S16N - AS NL7TEB � PT. RADIAL TO CENTERLINE STA. - AS ACTED � TYP. SEVER MAIN &NAME TYPE i4' PER COB STD SV -4 T TYR TYPE A' CATCH BASIN PER COB STD -14 � RCP vIR6j CL 111 & M4ApaE TYPE A' PER COB STD SV-4 � TYR SEVER MAIN 8 CLEAMUT PER COB STD SV-6 } STR OUTLET STRUCTURE PER COB STD B-11 STR BRAINAff BASIN PER COB STD D -11 11 w 9 W w I NO 'arm, iq I %ava q i M mm"' WATASI SHEET 10 C�F vim, SHEE T11 z 4: 1 I 4'vjv E S S E. FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT j W w No. 35473' T 90'00 00 20.00 31.42 20.00 � 9/0/07 ROBERT E. SMITH RAE 35473 DATE 90`00'00" 20.00' 31.42' 20.00' N sir 43 90'00 00 20.00 31.42 20.00 W f � C� }4 90'00 00 20.00 31.42 20.00 m � d� o 0 C CID °�• , ° © ,� CID co pr) cc Z IV �? M LO LO u1i M M li � ` C �� .h o- SEE SHEET 8 SEE STET 12 AWI ; 7 W 101 21-1-VO. 1 0 m 1 121-1- 20, 1 q 'NS 49Y& 0 5 5 opt- o T _ 2 PA , �w ZlOn C) 1 2 6 CO 2 6 5 / Lo co FL CONST. TYPE "B" CURB & CU PER Q 3 u eff ws LO C%4 oo X N QO 44 Q7 E WITH 4.5 COMB. SIDEWALK -TYP. 12 � 2 7 00 w r 26' DV `'` _ _ _ 187 SA FL-,, N - _ — � � � 5 . � 26 Dw 5 � 5 5 R W .2 *-CL261 ©DW 1 3 Go 1 2 i� la�o JONES JIMMIED 2 4 � � ° � 2 20 12 1 181,12 L m m ill L I N-D SEE SHEET 8 � � M SEE SHEET 2 - L, m W a STB. CITY MNIKNT ENCASEMENT PER COB STB ST -13 �' © o (TO BE CONST. LIR EXISTS AS NOTED W � o �,- STD. STREET LIGHT - 9510 LUMEN PER COB STD ST -14 Q o + C4 m -�- ST0, STREET LIGHT - 22`000 LUMEN PER COB STD ST -14 w � ' �v STB. STREET MANE SIGN (METRO) PER COB STB T--1 cn oc � STD. CITY STREET NAME SIGN PER COB STD T -1 co � -- STB. VHEEL CHAIR RAMP PER COB STD ST -19 ANB NOTE: CONSTRUCT STREET SECTION PER TYPICAL � TRANS z � CAL SPECIFICATION PER STD A 88A u-j- LOCAL STREET SECTION ON SHEET 2. �' BRIVEVAY PER COB STB ST -4 AW T -12 TRAFFIC CONTROL SIGN AS NA9TEB X PT. RABIAL TO CENTERLINE STA, - AS NOTEB -�- TYR. SEVER MAIN & - MANHOLE TYPE `A` PER COB STB SV -4 'V TYR TYPE 'A` CATCH BASIN PER COB STB -14 - �� -Q- RCP vau CL III & MANHOLE TYPE 'A' PER CUB STB SV -4 I V TE CA #�A dY SCALE.* = �--{- TYR, SEVER MAIN & aEANalT PER COB STB SV-6 » �---- STB. OUTLET STRUCTURE PER COF STB B -11 VERT. = STB. BRAINAGE BASIN PER COB STB B -11 4 t - a i + t � � F •. 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T__ _ -- �. �. . � -. ., �` I J, I- �� � 3 � -� 9 Li 1 Ir f f I 9 Li FLOWLI NE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT 1 22'25935*' 35.00 13.70 6.94 2 89'42' 49" 84.00 131.53 83.58 3 22'25' 35" 35.00 13.70 6.94 4 44'51 ' 38" 35.00 27.40 14.45 cY5 9 0.00' 00» 20.00 31.42 20.00 e 90!00'00" 20.00 31.42 20.00 SEVER MAIN S MANHBLE TWE A' PER COB STD SW -4 90900000" 20.00 31.42 20.00 8 90'00'.00" 20.00 31.42 20.00 SCALE: 359 358 357 356 355 354 353 ...... _.... 352 351 .__... _... 350 359 358 357 356 355 354 353 352 351 350 0 N� -1 -7 15 cJCsr v syF�� c� 112 HORIZ. 1" = 50' VERT. 1 It swoop 2' 10 Go { L M LA. _ .. _.__.....C„ a m 0- NOTES: W- 31(CA) SIGN WI1H OW14 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME REMOVE AND SALVAGE SIGN IM1N CONSTRUCTION OF ADJACENT PHASE. t[) u ull l) . OP rr! JM Li A ce W et' o � � M 3 "P. =ft A cv � et- A � c�-j ei- 0 A cu c�.� �. ---. I T�f'. 3 A t iYP. 3 A i'YP. 3 A 0 J A - --4 cu ---+ LO ooc,^ � M k ko 6-1- t m J U. W �- C4 3 t[l O MOTE: CONSTRUCT STREET SECTION PER TYPICAL STIR m �a cn � � cY5 o � � M 3 "P. =ft A cv � et- A � c�-j ei- R/W :I- A cu � ---� A cu c�.� �. ---. I T�f'. 3 A t iYP. 3 A i'YP. 3 A 0 J A - --4 cu ---+ LO ooc,^ � cvi k ko 6-1- t m o o I-= M U -- 0 N qr- cxj clv:)- P-1 O �-�" �� LEGEND W �� + + ch d- t 6J I J W l.` �., �ZM cl3 M CR m to C-4 � co °O ooc,^ � STR C.0 6-1- t m o o I-= M U -- U. W �- C4 3 t[l O MOTE: CONSTRUCT STREET SECTION PER TYPICAL STIR m �a LOCAL STREET SECTION ON SHEET 2. CAL TRANS SPECIFICA TIl N PER STD A -8&4 C.> U-%..., T �'T�R �'TR�'-'T M ce M m co CO N 'D 0 N z t1'3 W� �Q cn z z CV -f- N A . cti , C -PEC �,t�F ESS�Q OWLY E. � �i��,3 a -,2 vNLr r w No. 354'73 m �E :�_.� RAWN-0 a /3a /a7 1" CORIRECTIONS- BY civi DATE OP r & AAl A cu UNIT > & 2 11 12 13 14 15 16 17 18 19 20 21 I i 131. L V Ul v► N N W 0 13. Ilk 11 ! ! ♦ UKUVNU (9 I---- { T -r j S a! . t CN aN LEGEND W �� 0 C4 F ~' M to WW (S CCL> O U LQ ~ STR 3 P©p " 5 cn ,M N U. co 8 0 CITY STREET NA14E SIGN PER CAB STD T -1 vo:k .,� A z z CV -f- N A . cti , C -PEC �,t�F ESS�Q OWLY E. � �i��,3 a -,2 vNLr r w No. 354'73 m �E :�_.� RAWN-0 a /3a /a7 1" CORIRECTIONS- BY civi DATE OP r & AAl A cu UNIT > & 2 11 12 13 14 15 16 17 18 19 20 21 I i 131. L V Ul v► N N W 0 13. Ilk 11 ! ! ♦ UKUVNU (9 I---- { T -r j S a! . t CN t1 ! +0.2 J V t? 1► N CCU 0. e w cu cYS J M l.t_ 4 ROBERT E. SMITH RCE 35473 DATE 91 �C -1- N LO - w SUNLIGHT STAR w STREET 4 1 w Co S j t f � M Fr M { tt ? s 4 } ! 00 0,218A C> C3 u") + r s f t M Ln s-- N -C .D " R ; TIN DATE 3 LEGEND • STR C> (70 BE COUT. AP EXISTS AS NflTEB) o STA M � � STR L{ W m --5 J c%j "-I -�- u �• I t1 ! +0.2 J V t? 1► N CCU 0. e w cu cYS J M l.t_ 4 ROBERT E. SMITH RCE 35473 DATE 91 �C -1- N LO - w SUNLIGHT STAR w STREET 4 1 w Co S j t f � M Fr M { tt ? s 4 } ! 00 0,218A C> C3 u") + r s f t M Ln s-- N -C .D " R ; TIN DATE 3 LEGEND • STR CITY ANT ENCASEMENT PER CO STD ST -13 (70 BE COUT. AP EXISTS AS NflTEB) o STA STREET LI6HT -9500 LUKEN.PER CUB STD ST -14 � STR STREET LIGHT - 22000 LUNEN PER COB STD ST -14 �- STA STREET NAME SIGN (NETRO PER COB STD T-1 -�- STR CITY STREET NA14E SIGN PER CAB STD T -1 1� STIR VhUL CHAIR RAC PER COB STD ST -19 ANB 1 CAL TRANS SPECIFICA TIl N PER STD A -8&4 miwvm PER CAB STD ST! AND T-i2 �- TRAFFIC CON TROL SIO - A S W TEB * PT. RADIAL TO CENTERLINE STA. - AS WTEB -�- TrP. SEVER MAIN S MANHBLE TWE A' PER COB STD SW -4 T TrP. TYPE A' CATCH BASIN PER COB STD -14 � RCP VIRGJ CL III 6 N4Nh0.E TYPE A' PER COB STD SV-4 � TrP. sEvER MAIN & aEANDUT PER COB S'T9L.$V-6- :J- STA OUTLET STRICTURE PER COB STB D -11 STA LWAIMff BASIN PER COB STD B-11 z w PLAN - v i ET 14 0 3591L, 358 357, 356 355 354 353 352 351 350 359 ._.__........ 358 357 356 355 354 353 352 351, 350 FLOWUNE CURVE DATA NUMBER I DELTA 0 1 RADIUS I LENGTH I TANGENT . (j) 90*00900 1 20.00" 31.42* 20.009 # 90"00900" 20.00" 31.429 20.00 9 . 0 90*00"00" 20.00" 31.42" 20.00 1 - (a 90'&00"00'0 20.00" 31.42" 20.00" A,60,&$ (D 44,c--T- 55,0 35,00" 27.13" 14.29* C�l Cl u') (% 44*24"55" 35.00" 27.13" 14.29" r**� 0 u") ro-- roll 0 134*24155" 42.00" 98.5S 99.952 :2 - "�) 0 _j ? C6 L-jj :z LL_ ) L0 . * , 134'*24*55" 42,00' 98.53" 99.95 _j '�It ::ft 0 (a. S " m =11lit I c::1 C4 8 2 =:� >- C6 e CD r-4 I '.. �' Pell .< - 0:: 11 k1.0 1�10 to , ig . (xi I clu 0:: __j :z �1: " EL- ul �0 Pei "d- Q4j (_�_j C.> LL_ =:) _J .Rd- LLJ (lu L0 u qq- m V) LL. .4. 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I It 7== . lt� I I v C> "-FL v I CONST. TWE "B" CURB & GMER I -9 I �__ 22 c1*4 18! S.D. ON 4.5 coma sibEwAix-M. 25 "Im" I iiiiiiiiiiiiiiiiiiiiii� 4� m � � I mommmmm � � ammmumm � � domm"giiiiiiiiiiiiN � ammomm"m ammomplillillilliN � � � � _Q ___ + LO I I I A& SUNLIGHT STAR L� LO I I I I IF ji --*,--f iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiMM & LO I L - . \1 - - M 19ML IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN � STREET I N 89*1 5`53" W T ' ' C> 23 81495 24 Ir SEWER Lu � 2 i C%4 /,FL <> a " w 81 Er * 2 __�'___ ---------x- - - _ . - - - - �� - �8 i 9 2 - m 1 __� _____ i I _c=� I '*', - m qvv�r_m'11111 \ C r*-- A . ______ I _\ ,\N\ 0 'r-e �'_ 10- , f -'- -". R/W �t :�w I I I . I I �---% :4- .,. # c::i C:1 w*j 0 .1 LO 11 �. 0 " � 'J�' rn 1%0 '�D - a 5�. a I I - - I - I 01' _j __j 0i 011 I- __ I C> z %�_ T , � \ - ' . � I I I 25+Al'� s I I I I I 5d \ 31 82 81 80 /9 TWI C> I-' a zk a. 6 " U. zat �Illt - 0 ___w qd- :�w .14 101 - I"- V- C::� C4 C4 q* C:4 U"j U) :7_�-' 5 -' 78 'r r .1 . 8 u)-i QiP TYR TYR " v1_1 v" 1� -� 1%, " 20-1-1 0111 �. --yi -- 1.10 I.- %O ,; I . 1 C6 ei �10 1�0 CQ m_._.Jj I -F T1'f a! c\j -�-,7! -< N VI) ou CQ U- 4- = + + Q\l j Q)i i Cu c\j Q+j Q-)-i 8 ""I '? SEE SHEE T 13 m '�_I�_� C�o c\j w IV- 114- V_ . CD a 14- 01 14 � v--4 _< I" * -d- LO a to rn - C> C16 0i m "I 0 6 �� cu- L0 1q, p,-, cv) 6 41W Lj.j uj "kr.... a\ + +- 4- �_ m _j �_ W) -%� 0) + r V� (v) (n V_ U. V) rn -od- 9: LO C4 ('kj w w milto Co fe. c:1 wi w to @ => __j e = r 04 n>- tmL- " f__: 2 pn r*,_ ul) W L" . -f- OC -< 0:: + CL qd- C.) :z3:: C.> Lc) 90 LAJ C%j W c> m C-4 C> n.o� . C> 'w Iq 'It. t-: W) V.- m mcc lftwo%%. 0 Nil 04 3t Le)-40 Cc te) q .+ . m C1 - ul) .J cwq " Cj LA_ *..,, * SCALE. I I � ' � , ' I ' i__ I i .1 ; 362 � j _1____ ; � : I I � I v___ i 1 4 . � I 361 il I ____'__.______'__.(__'_ : ! i I. � � � ! - �_____ � i � i 36 11 ' I . . __ --=I-..--- � � I i I �� I_ I I i t I � 359 � ___ '___'r_'__ i I I � ' � � i I T____ ; � : I . � ; __._..._..'__._._ � I 3 � ! i I 1. � I � �__ i i I 1 357 I I i - .-._'....._._ � I � ' ? t_ I t . � � � I 1 356 i i i i I I ' ' � 11___._' - il I I � � 355 " � I ; _____'._____________'___ I ' I �. � � i f I , j 1 4 � I , 354 i. - i � � i ' 1. I I I � �__ � I i 353 '� � i --I-- ._i___.._ I I I I I � � I I I __ 19. i � 362 ,I i 7 � - "+111*1 1111 ! � � ! i ` ' ' !------- 5 ( ; ' 361 i I , ___ ____1__'_ � � -� i ! If---- I � � 360 s I � - , , 4 1 i I ' ' i I I - � .1 I I I 1 359 i ) ____'__'___ f- � ! ; I 'i I I I'---- I � I I i 3581 1 I - _-__�___ � I I I - f I 'r �__ � : i ' i . 357 �' i i i� � ! ' ' � �____'__ I I ; i . 356', � I - i i � ' I 11 I � I 4 ! i 35511. I t __i__'__ i � ,I I I I I . I f ' � I - 3541, 1 1 1 i - - � . i � I I � I `- - , � , , I 353 I , � a 1 H OR I Z. 1 " � 50' VERT. 1 " � 2' 01 09 9 �K 0 A- 9 rml - cv) 'vj .j k'3 C:) %-0 c\j + F*-_: LL_ I- + 00 00 1QD W a m clu c\j CD >� .4i md- "R cc cq 0 UWJ + + 00 00 cq C4 NOTE: CONSTRUCT STREET SECTION PER- TYPICAL LOCAL STREET SEC71ON ON SHEET 2. S t Vj I ,Tr r) P14% m � I I , 97 . I r . T I S, A, 11 UNIT 2 . - - - ? - I I I A ! � � i i L . :A: r:_1 '-� 11.0 0j Q>j =ft C4 '� I.-O cxi Q*" r r , S 7 * . j I Ell . � m r-_ re) " r-z r*__ Lin re) . ;� . e � u C...*) m 8 0.0--% 1__: C.> 'r- .j m C4 %� cd'"cl> r*, LO C1 0 &0%, + ei in p re) e e 8 C.> cr. C3L &#'-"% C_> F__: m V-- M C4 1 lw�ft %_ r--- 5? 6' Pei -I- e re) cq R + " " C4 _,"_ 1�>v ,JVESSI A .1 E. ,5n, IA, , OD W__a A 4 "'4 C-*y V-3 W No. 35473 tmj w 11-V * . * '(�' %4���ilill���1111 �11�lii %%�',,,'' c I v 1'� 11,11 111�1�11! op c m", , -p .,x\ 1�1 -'� � , G 1, 09 .0'(� � T A�' 11�� , " \ It _1\ c 1�0 1% - I / % / * . (411 Ap. � q;� / C.9 '.40 .'� 0 33+22.16 BVC FL 357.69 . (23.87' LT.) . ft" I go 0 1w 33+29.60 PJVC 357.79 mi "o I . 0 0 /C&� W+22.16 EVC FL 357.69 \ kp I I 1 (23.8-f RE) \�00- /0-. \ % 0 Id "iiiiiiiiiiii� 4"r " / /c �e�ZwZ A 0 , c 4m. /�� 1.2 ,-// -at�� , 7, - I _ . - L ROBERT E . SMI DATE N1_ Lof A.5-Ablen-r rJe. 444"27 a-#z 0 .1 TECORD DRAWING" . I L r I ,0-PaRECTONS BY"__wp_ . 01 f: . DATE llllllv� If . _____ �_ 'c" -10 Qp 1b 1 ? <1\ LEGEND - - - a '-_`� 11 I I � I 1. � '00- .r 1�� . I 1ZL ,;>-& - <1\ X� �' 0 STR . CITY MONUMENT ENCASEMENT PER Cf7B STB ST-13 (TO BE CONST, OR EXISTS AS NOTED <> STB. STREET LIGHT - 9500 LUNEN PER COB STB ST-14 -Go- STA STREET LIGHT - ?2W8 LUNEN PER CUB STB ST-14 + STB. STREET NAME SIOV (KETRU) PER CUB STB T-1 + STR CITY STREET NAME SIGN PER C0 STB T-1 I I STR VHEEL CHAIR RAMP PER 0B STB ST-19 AM /) CAL TRANS SPECIFICA TILOV PER S TB - A -88A a f BRIVEVA Y PER C0 STB ST-4 AN T-12 -JL- TRAFFIC CDNTRa S16N - AS NOTEB * PT RABIAL TV CENTERLINE STA - AS NUMB �m� TYX SEVER MIN & HANHME TYPE 'A" PER COB STB SV-4 "r TYPt TYPE "Ag CATCH BASIN PER COB STB-14 �� Rcp ' vIR6j a x & m"LE TYPE 'fA'f PER COB STB SV-4 0iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii=� Typ. sEvER mAm & aEAAUUT PER COB STB SV-6 STA DUTLET STRICTIRE PER COB STB B-11 STR BRAINAGE BASIN PER COB STB B-11 4 L � � ; � c ." � � � I I - � ) ? 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SHEETS . i " t t � i ,I I I S j i � . 1 : ; 1 S I ; I I i e i i I . I I . I - i I I I I i - I I . I ; I i i I i .1 J ! i I t I I I I I r i I I I I ! � . . IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN� � . . - 'r - � . I . I I � . . . . . - I I . I - � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii=� � . I I � I r - IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN� r r - - . - IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN� r I r Emmmmil IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN� IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN� r � . � Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii0� � I . Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiin� . I I . . ""' r � �' 11 / 4Z. , I IL-4 ..-I . . I . 'Iyw_� . Aft f . i � . . r / Llf if . I I r . 10 I ; � . - _p'' _ ' ::r, _ r � � . . �. � , 1 .4.1 I- rr - .. r- o.� Z- :1 r . I r I � . I )O� . 1 _911 _'_� I , _. /'� . ... I i I I i i i ! I ! I I , .� e ) I I r I I ; '4"'; .1 - I - -- .._ __.. _ F.. _. I 1 i i l i FLO WL INE C DA TA CURVE DELTA RADIUS LENGTH TAIL -GENT Q 90'00'00" 20.00' 31.42' 20.00' 2 WWW 20,W 31.42' 20.W 3 90'00'00" 30.00' 47.12' 30.00' 4 9TOO" 30.00' 4-7.129 30.W. NOTES: INTERCONNECT CONDUIT AND PULL AXES. INSTALL ONE — 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND- PULL AXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 8 FOR INTERCONNECT DETAIL) TRAFFIC SIGNAL INSTALL TWO — 3" SCHEDULE 40 PVC TRAFFIC- i: GklT QECt{tiCAl CONDUITS T4- BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Q 12' LIMIT LINE AND ALL OTHER PA f NTED MARKINGS w /THERMOPLAST I C PAINT PER CAL —TRANS STD, SPEC. 8010- 21C -19 SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER SCALE: HORIZ. 1 " = 50' VERT. 1 " = 2' 360 i � f 359 't E , 358 s , s , t t E , 57 i i i { 356 i } r l 7 t s s � , 1 ' { 355 t I I � _.._._ E 354 353 352 i ' i t t i j 1 t t $ 1 360 1 J i S ` { .,..._._..._ ..- .- ..»._._- _..__._.. «.�._.... -.._tom i { 359 358 t 4 � i f k 5 T t 357 } � r r S 1 356 i 3!i!i 1 ; S E t t S 1 C { 3!i4 : i 1 a . , � c 3 3!53 ' f j Ir i - --------- 1 � i t a � t 352 t — i 's w } E ` ` 4 f i UNIT TWO UNIT ONE 4 tr 4 LO • ao � �. tm LO ti W) W c; STR STREET LIGHT - ??Mo. LLUMEN PER CflB-. STD ST -14 + � v= tom .. ' J Q V'? C.� co w = W ' CAL TRANS SPECIFICA TIDN PER STD A -884 w U � CID W. � SEE SHEET 14 8 , � TYR o W SEE SHEET 2 ? 1121- -�- 0 110 VIR0 CL III & HANHaE TYPE A' PER COB STD SV-4 � . � + �� 6 BLOCK WALL W a C3 � d- STR L7UTLET STRUCTURE PER COB STD D -11 34 � [ PEE BOX C> (SEE WALL PLANS �" 1 iui w z _112 LO /w I «0 i I ono 5 x� t . o cv f= 1 N 0944'07 E 1 I lid id C) m ? 2 FL C%4 1 1 1 5 R/ I mom co ao 1 Co Y M 1 ..,. 34 I 0 SEE SHEET 14 N f —� - m W ° SEE SHEET 27 r W J C W co ac C> m Mai + + V cn mm"m W NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2. r � E r i t i 0 i i t i pp� N d' F J qr- JL lF d c i i ! J � i E ( § r i E Ala • i 0 co O! A� `/ 1 1 '0' 9 • le `INSTALL W1-7 WITH OM1 -3 MARKER /_9 13 4g,OFESSIO.�� Ito: 35473. 9/30/07 �C CI V iL aF CAL�� AiMe lo7 ROBERT E. SMITH RCE 35473 DATE 'T�E+C0RD DRAWING Ri T N e s SHEET t I7 OF 34 { SHEETS f 4. 360 359 358 3!i7 356 355 354 353 352 360 359 358 357 356 3!55 354 353-m 352 �y 5 I I I! 1 i LEGEND • S TQ CI T Y MONUMEN T EA CAS EMEN T P ER CDN STD ST -13 (TO BE CONST, LIP EXISTS AS ACTED) e STR STREET LIGHT - 951 LUAEN PER COB STD ST-14' o STR STREET LIGHT - ??Mo. LLUMEN PER CflB-. STD ST -14 + STIR STREET NAME S76Y (HETRU) PER C0 ST.# T-1 STIR CITY STREET NAB SJGN PER COB STD T -1 1� STR WMEEL CHAIR RAMP PER COB STD ST -!9 AND CAL TRANS SPECIFICA TIDN PER STD A -884 BRIVEVAY PER COB STD ST-4 AND T-12. �— TRAFFIC CLINTRM SIGN - AS X PT, RADIAL T[1 CENTERLINE STA, - AS ACTED t TYR SEVER MAIN &Alf TYPE A' PfR'CflB STD SV -4 T TYR, TYPE A' CATCH, BASIN PER COB STD-14 -�- RCP VIR0 CL III & HANHaE TYPE A' PER COB STD SV-4 � TYR SEVER MAIN & CLEAMUT PER COB S7B SV-6 D— STR L7UTLET STRUCTURE PER COB STD D -11 SM.- BRAMME BASIN PER C0 STD B-11 o PEE BOX s SHEET t I7 OF 34 { SHEETS f 4. 360 359 358 3!i7 356 355 354 353 352 360 359 358 357 356 3!55 354 353-m 352 �y 5 I I I! 1 i I 40 j 26' DW ui I • 26` DW j 9 - 26' DW ui ... 26' DW 95 �l 'B �J��J 110 Y n :D " O'DqFRECTIONS BY: DAT IEr� LEGEND 3 Q �p 2A'10 �'0 � g' � 112118 $ E 12 STA CITY ANT El�'ASE�NT PER COB STD ST -13 U (TV BE WNST. � EXISTS AS WTED SEE SHEET 7 � � m Go SEE sHEEr is o STD. STREET LIGHT -9500 LUKEN PER COB STD ST -14 W � � � � � � Q a STA STREET L15YT - 22WO LUNEN PER COB STD ST -14 m � � g m � cn W + S TQ S TREET NAME SIGN lA�TiP� PER COB STD T -1 C> Z m + co � � "mono& J -�- STD. CITY STREET NAME SIM PER COB STD T -1 �§! CAL � � z l� STA MEEL CHAIR RAMP PER COB STD ST -l9 AND w J T RANS SPECIFICAll�/ PER STD A -88A � £ BRivEvAr PER CUB STD ST -4 AND T -12 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" �— TRAFFIC CWTRUL SIGN - AS ACTED NAM LOCAL STREET SECTION ON SHEET 2. * PT. RADIAL TO CENTERLINE STA. - AS ACTED „ � 110 ON R� Y h � Y -o— TYP. SEVER MAIN 6 HANhULE TME A' PER COB STD SV -4 T T YP. T YPE i4' CATCH BASIN PER COB STD-14 SCALE.* HORIZ. 1" = 50' RCP vIR6j CL 1I1 6 MMME TME '4• PER COB STB SV-4 VERT. � = Z . TrP. SEVER MAIN 8 aEAWUT PER COB STD SV -6 UNITS / —"� D-- STA OUTLET STRICTURE PER COB STB D -11 STD. BRAINME BASIN PER COB STD D -11 10 11 12 13 1 f 3 i I i t 1 ! f ; { , i ? , k ; S 1 l i i S i I 1 f i t { i t , s ' i { ; i t i t E i { r • ` r t t i ; t s { t 359'� ( t 1 i i ( 1 i i� { i 1 I i i ! 1 t i 5 ! F t { { 1 5 r { 3 f r f 4 ! , .. j . I f . _ 59 3-- �V • 358 358 Cl O -�•'(4k t i 5 E ' CO 3571, s; i t i + LL 357 356 355-. LLJ 354 �� -- { i t{ i --- - -,--•- - -- _-'1. gj� `! I 356 co —.._._.. _ . _..-_..._..—..._.._.__..... �.__....._.._._-.— .._...._..�,.,.,...�,}j i • 353 © i t { m i i i 3.53 359! f i 358 f(i F i i t 357 t f i s t 356, 'a I 355 i 3541, 353 } i 0 i s 2 t I f { i t I ---GRuut i i i ! cd Z • V Ln s ! J �? Cc V j m �? M 4�,pFESS.�p� iii M I N � w No. 354`73 ROBERT E. SMITH RCE 35473 DATE FLOWLINE CURVE DATA t.�..t � r: c 9/30/07 NUMBER ANGLE RADIUS LENGTH TANGENT � LO M . i 9 t � 0�4 o0 � 20.W 31.42! 20.0 20.00 _ _ W 31(CA) SIGN WITH OM4 3 MARKER AT PHASE � t� � z Z C> Q 00 � � m CD —� U- m �, C> .4' ;!s En F--- Z & �. ciV ' 0 1 %I S -8u /L% 77k ro�3 u'�' �AtI- y 90'44 44 20.44 31.42' 3 O ,� 901 t 20.41 31.42 20.00 BOUNDARY OF TACT If ADJACENT PHASE IS NOT CONSTRUCTED � � Q L� ,�, � W _ � 6 ac: —� F C AL _ ` S� 4 90�Q'40' 24.40} 31.42' 20.40' AT S TIME REMOVE AND SALVAGE SIGN WITH CONSTRUCTION ad ,� __j � F- TI BY, OF ADJACENT PHASE. SEE SHEE T 7 m ca fie $ • oo W T � c� Lu o z C �, N Z SEE 'if I LI � � N 40 j 26' DW ui I • 26` DW j 9 - 26' DW ui ... 26' DW 95 �l 'B �J��J 110 Y n :D " O'DqFRECTIONS BY: DAT IEr� LEGEND 3 Q �p 2A'10 �'0 � g' � 112118 $ E 12 STA CITY ANT El�'ASE�NT PER COB STD ST -13 U (TV BE WNST. � EXISTS AS WTED SEE SHEET 7 � � m Go SEE sHEEr is o STD. STREET LIGHT -9500 LUKEN PER COB STD ST -14 W � � � � � � Q a STA STREET L15YT - 22WO LUNEN PER COB STD ST -14 m � � g m � cn W + S TQ S TREET NAME SIGN lA�TiP� PER COB STD T -1 C> Z m + co � � "mono& J -�- STD. CITY STREET NAME SIM PER COB STD T -1 �§! CAL � � z l� STA MEEL CHAIR RAMP PER COB STD ST -l9 AND w J T RANS SPECIFICAll�/ PER STD A -88A � £ BRivEvAr PER CUB STD ST -4 AND T -12 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" �— TRAFFIC CWTRUL SIGN - AS ACTED NAM LOCAL STREET SECTION ON SHEET 2. * PT. RADIAL TO CENTERLINE STA. - AS ACTED „ � 110 ON R� Y h � Y -o— TYP. SEVER MAIN 6 HANhULE TME A' PER COB STD SV -4 T T YP. T YPE i4' CATCH BASIN PER COB STD-14 SCALE.* HORIZ. 1" = 50' RCP vIR6j CL 1I1 6 MMME TME '4• PER COB STB SV-4 VERT. � = Z . TrP. SEVER MAIN 8 aEAWUT PER COB STD SV -6 UNITS / —"� D-- STA OUTLET STRICTURE PER COB STB D -11 STD. BRAINME BASIN PER COB STD D -11 10 11 12 13 1 f 3 i I i t 1 ! f ; { , i ? , k ; S 1 l i i S i I 1 f i t { i t , s ' i { ; i t i t E i { r • ` r t t i ; t s { t 359'� ( t 1 i i ( 1 i i� { i 1 I i i ! 1 t i 5 ! F t { { 1 5 r { 3 f r f 4 ! , .. j . I f . _ 59 3-- �V • 358 358 Cl O -�•'(4k t i 5 E ' CO 3571, s; i t i + LL 357 356 355-. LLJ 354 �� -- { i t{ i --- - -,--•- - -- _-'1. gj� `! I 356 co —.._._.. _ . _..-_..._..—..._.._.__..... �.__....._.._._-.— .._...._..�,.,.,...�,}j i • 353 © i t { m i i i 3.53 359! f i 358 f(i F i i t 357 t f i s t 356, 'a I 355 i 3541, 353 } i 0 i s 2 t I f { i t I ---GRuut i i i ! cd Z • V Ln s ! J �? Cc V j m �? M iii M I x 31.4' -� L[n I n - f LO Li. tJ CD at rm U f a 1 I ! a • . .E r;L)9tv (X m ".m� Ohl KA SHEET 18 OF 3 uq SHEETS t 358 357 356. 355 354... 353 t i I t a { I FLOWLINE CURVE DATA � NUMBER ANGLE RADIUS LENGIH TMGENT T g0woom 20.00! 31.42� 20.00! - , (z 90wocr 20.0V . 31.42' I 20.W I (I gow0cr 20.00! 31.42l 20.00! - T L 19OWW 120,.W 131.4:t J2_0.W I Le .211 m C 261 BY Q2,.-: - 82 u i .� 0. 30'. _ ws ; � � '. . 0 � 261 BY _ 83 - - - I ____, . I SCALE: HORIZ. 1" � 50 ) I VERT. 1'* � 2 I 110 A t 2 0 ill r--- _� a -I- SEE SHEET 19 C4 %F LO 1113 ac Q:: ;!� _� u w 8 cn Lu �- Z: "r 8 oc C.> m 6 co +_ C> -%c ('5 --j Z w W.- ;!s Qc ;!� VHEEL CHAIR RANP PER C0 STB ST-19 ANB C> m a CAL TRANS SPECIFICA TIDN PER S TB A -88A I %lom q* . a (n I-- I-- cn W U-) P, 4. ul " " TYP. a U�: � j __ C4 W) "I C> = Ed S2 0:- -o- �- :?.P "CC is * to " __j LA_ T YP , SE MAIN & CLEANDUT PER COB STB SV-6 I - - R, -�_ => 4�D I ce IR �i ..J En Z'.'P STB. --j pr) __j LL_ m CLD �< C�3 __j co I cm,� . ix re-) _j U. a SEE SHEE T 19 8 2u5j Q-_ uj Z> cz, Q-10 05 C..) m m SEE SHEE T 14 10[20-- 0 1110 I - - = C.> m C> 0 c; to J A :t :m: C6 :z uj 0 I �__ (_ " Cl C> 1~ _f_ CD 3 ld - - - - -I- 2011QJ I 5 0% V 4- C> 125 0 t.- Lo 11-1: CN V� N. V 5--*- 3: a r4l ft 0- %_ . . . �_: V) ix , 6 � u ft 0 m 1 & j 26' DW "I LO U-) %_ Z" i � /I-- R/W j . . 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( L , , OU14U UL � z $ I i � i ; i i � � " � ; 11 . i f � i � I i ; i � i f i i I I i ; i � i I ; . � I � i I _k i I � � i ; i � i I ! I i i I z m ! , � � ! I � i I z i � I I t i I o i i I 356 ! i li .1 i I i I ! I I i t i i i I 1 3 � � � . ; � . i i ---------------.-- ------,. ---,----------------------�-,�------.-.----.-- 1 i 11 ______,__ � ______ !------.,----.----+------'-------'-L---- -_-'------'-----_i_ ___�_______ f � - - ----- _____ --------- ; P ______ --------, ____--4 .--,--------------.----�------------,----.-,-----�--,---.--------�--�---.--------.L -------- ______t___ ... I-. .. .... " .�l.-......-.-,------.----..-------4--------------- __________+___l______ I � ? I I i � i I f 'I i I i --- ______�__ ----T-,-- _______�______-__, i + f f i I ___ i __, - ---.-.--------- -------------.A--.--.-------------- .-------+ -____j________________�____ I � � i I � ! i ! i 1. z ; ! ! i ; i ; i i . 11 ; � ; ! I . ! 4 1 . i � � � t i I i 11 I � ! i I . 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It � � ! ; i i � � ! : � i � I ; � ! � � 11 i i A z " I ; I i i j � ! 11 � � I i i I ; i I I 11 i I I f I i � I i t � 0 11 I i A � ; I k : i c> i i i i I ! i , i - -_ - 9% - I I ! i � I i I I i � i I I i � i � i i I i ; i � I ____�__ -----,-------.--.�-------.------------�-----,-.--�------------�-.-.--- ____, ----,-- --.-------,-.----------- _--_--_ - ! --------- ____ _______l___ � ----,--,---,---,-------�-.----�------ ___________ ; . ----.---,--------- ----,.--------,-�------.-------�--------,t---,-----,-----.-.--,-----4---.�.----------,-.--4------.--�-.-.--.------� I �_____________-_ __.__1_,_______---4------- ---------- _______i _---__�._---,--_4---.------__._-----L----i _4w___.______J_ M ____ ___4_-_______________ 1 , ----.,----I--------------------,--.--- i I I ! z ; . : i t r _____r________,____ I I 11 I ! � : I I T i i t I It i . j i ,I : ! i i ul) 0 i 'i i i i � ; t i i ; I � i i t - I : i I I 11. ; I p I i i " i i ; i � ! ! i . ,I I i i � I ; ; � � � � ; z � I � ! ; i i i I � . . : " . ! 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I I I I !, ! � I I i . i I , . r T A I,&"% I z A _ 1 ,. __ --.-----,------ __,"_________ ____ _ . _____, --. ,�__ ---"-.------------+.-�"-�-----.----.-� ---_---------- __.- - � -----------------I-----------L-- . ---. __ ____ __ - __,__._______, -.--. -,,--T-D A r � -,--,----- i , -�------------,�-------.----.------------t-------------. ____________' .-----. ---. -Amo--- ------- w , ___T _____________r_______________ -I ____ __f________________ ; s I 1 - - ____, � � T"', --,-----, � , � Z3 11 I . i ! --- F___ ----------i----------------.-.-- --------�----------------,----r-I t - _____t_ i i i ! i : i . ! 3 1 � ) .. t � i ; ! i CID � 11 11 � � i ; � i f qrm� ! � i i i � I i ; ; f f i ; 11 � � � i I i � � I I 1\ PIL, I I Vu, 1 u 7,5�3- T 2 s ; . ? I ; t � ; i i � i i � � I . 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I �� � --- , . � 7 ., I I . � . , �. 7 .1 , ". � I , I I . 1. . . � I .. - , I . . � I � . . ". , - , . , I , � 7.1 1 ;,� _i 1. I . 1. , I , I I I . I . I ) i I __9 � i I I I , FLOWLINE CURVE DATA NUMBER ANGLE RADIUS LENGTH TANGENT- STB. 227535s 35.00' 13.70' 6.94' 2 134`5000" 84.00' 197.68' 201.96' 3 22'25'35' 35.00' 13.70' 6.94' 4 22 *2535" 35.00' 13.70' 6.94' 5 89'42'49' 84.00' 131.53' 83.58' 6 22 *2535" 35.00' 13.70' 6.94' Q 44051'38" 35.00 27.40' 14.45' 4) 89'58'50" 20.O' 31.41' 19.99' 90001110" 20.00' 31.42' 20.01' 10 89'58150" 35.00' 54.97' 34.99' SCALE: HORIZ. 1" = 50' VER T. 1" = 2' 357 356__ 355 354 353 352 351 350 349 357. 356 t 355 k i 354 i i 353 S i } 352' 3 i 3511, i t i 350; 349 3 s 1 tQ as /-�-�---•���. M LJi m CL 13.70' "6 25 N s)S6\ �F 26 , 27 26, D w S 4417244" W 10 On Curve 54. 011 M ._:, + 0 M alp A ` V M + 0 Q M p Cl ©©� LL's tl? M th LL- M w 0. m rn re) 40 . �o ± + it � M � J � Li m M 4m U c m A Cu co ---+ 3 A Cu co C1u m ft Z�0; Q� W �M„ z ,qr LO C> Z W CL V � W U � ^ 00"jCOJ wpp :.-ft M C� A + Q A 014��-`� co J �-- 0) c! W 6c, 03 L0 + W M V W C.7 M C.> M f cn --4 Q A 14- Q A IV- C4 LO Q A Nco © C4 M Li � WJ m U %- m 00 L7 Q 4- NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. 11�ORNING BR�'�'Z�' STET 11 12 LL Go 0 13. M LL t3! N UNIT 2 W� .ter V Ca m W + CO �v cd C-) Cl-> 3 13 14 15 16 17 m I Go co +0,"-I% moo=- r f ' T C) U") 1 U L1'7 Lc) � M I.L. W co +* c o. LL- W 1nrs7 f t� I V En r ! 131.53' S j .O ^ S Y ) to } J 0.51% W Oslo 2740 , 4S - 12 �G CL L 1_ O.C. r s�. 9,p 4g,OFESSIpA, rAQ No. 35473 9/30/07 ROBERT E. SMITH RCE 35473 DATE cIVIV OF C ALxl�4 LEGEND • STIR SEE SHEET 23 c; co M U-i wwwam STB. J CC saw STA U t/3 a- m 10 On Curve 54. 011 M ._:, + 0 M alp A ` V M + 0 Q M p Cl ©©� LL's tl? M th LL- M w 0. m rn re) 40 . �o ± + it � M � J � Li m M 4m U c m A Cu co ---+ 3 A Cu co C1u m ft Z�0; Q� W �M„ z ,qr LO C> Z W CL V � W U � ^ 00"jCOJ wpp :.-ft M C� A + Q A 014��-`� co J �-- 0) c! W 6c, 03 L0 + W M V W C.7 M C.> M f cn --4 Q A 14- Q A IV- C4 LO Q A Nco © C4 M Li � WJ m U %- m 00 L7 Q 4- NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 2. 11�ORNING BR�'�'Z�' STET 11 12 LL Go 0 13. M LL t3! N UNIT 2 W� .ter V Ca m W + CO �v cd C-) Cl-> 3 13 14 15 16 17 m I Go co +0,"-I% moo=- r f ' T C) U") 1 U L1'7 Lc) � M I.L. W co +* c o. LL- W 1nrs7 f t� I V En r ! 131.53' S j .O ^ S Y ) to } J 0.51% W Oslo 2740 , 4S - 12 �G CL L 1_ O.C. r s�. 9,p 4g,OFESSIpA, rAQ No. 35473 9/30/07 ROBERT E. SMITH RCE 35473 DATE cIVIV OF C ALxl�4 LEGEND • STIR CITY ANT ENCASEMENT PER COB STD ST -13 (Tfl BE CLNST, N EXISTS AS ACTED) o STB. STREET LIGHT - 95M LINEN PER CO STD ST -14 a STA STREET LIGHT - 22OW LUNEN PER COB STD ST -i4 �- STA STREET NAME SIM (KETRU) PER COB STD T -1 STA CITY SIREET NAB SIGN PER COB STD T -1 l� STA VHEEL CHAIR RAC PER COB STD ST-19 AND J CAL TRANS SPECIFICA TILIV PER STD A -88A BRIVEVAY PER COB STD ST -4 AND T-12 -J— TRAFFIC CONMa SIGN - AS NBTEB * PT, RADIAL T[1 CENTERLIAC STA. - AS AUTEB + TYP, SEWER MAIN & MMIME TYPE A' PER COB STD SV-4 T TYP TYPE A' CATCH BASIN PER COB STD -14 �0- Rcp vIR6j CL I77 & HANI&E TYPE A' PER COB STD SV -4 � Typ, srvu mom d aEANRIT PER COB STD SW -6 �-- STA BUTLET STRICTWE PER COB STD B-11 STD. BRAINAGE BASIN PER COB STD D -11 ■ v i+ �i • i� � w �i/ i Ei�/�yid /V i�� SHEET � 21 QE :` �- :S�EEfiS 357 356 355 354 353 352 351 350 349- 357 356 355 354 353 352 351 350 349 I Al a FLOW! INE CURVE DA TA CURVE DELTA RADIUS LENGTH TANGENT 1 895V50r 35.00' 54.97' 34.99' 2o 22'25'35" 35.00' 13.70' 6.94' X31 134'50'00" 84.00' 197.68' 201.96' ,4 � 22'2535" 35.00' 13.74' 6.94' 1 90w00"_ 20900' 31.42' 20.00} * I 90'00100" 20.00'--1 31.42' 20.00' 357 356 355 354- 353 352 351 1 350 357 356 355 354 353 352 351 350 0 BC FL 350.00 PRC FL 350.03 2 3 S 3210141" E CL 26' DW - -- — - w h X26' DW ~ - -- S 53 °2701 " E 24 CID F-- N W L� W- Z l.s.,� 6 l.s,J M M SEE SHEET 21 $ S 2 2� 0� m W im ■100 z 3 1 • -A f SEE SHEET 3 Q 1S tJ i 3 LO M. +0.19x 2o 27 1 CURVE G1A�t_._/�i the rr- i 4� t,-- m tt! ct" n3� ��� z J REVISED CALTRANS STD S70-488A 3, 'ef- A "0 cX M �- L Cu W SEWER MAIN &MANHOLE TYPE 'A' PER _ .� TYP, m SW -6 -t TYP, L1. W o TYP. d co S#B# TYP, vs 0 co 4 o + 0 NOTES: rl'\ W- 31(CA) SIGN WITH OW14 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAYE 11ME REMOVE AND SALVAGE 9qV WITH CONSTRUCTION OF ADJACENT PHASE. SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 10 11 12 13 ON CURVE W C. A* V fl © 0 O� CT try �rn 4 NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 29 UNITS > �C 2 14 15 16 17 18 t t { s f M ' � I s Go— J: +0m 13.701 1 • i I i i Go SEE SHEET 3 Q 1S tJ i 3 LO M. +0.19x M cn 13.70' 1 CURVE G1A�t_._/�i the rr- i , W C. A* V fl © 0 O� CT try �rn 4 NOTE: CONSTRUCT STREET SECTION PER TYPE °A° LOCAL STREET SECTION ON SHEET 29 UNITS > �C 2 14 15 16 17 18 t t { s f M ' � I s Go— J: +0m 13.701 .1 182 1 J i I i i Go .1 182 �: J Go SEE SHEET 3 Q 1S Ln o 3 LO M. � / M cn STD. t� M p m t,-- m tt! any m J REVISED CALTRANS STD S70-488A SEE SHEET 3 .1 182 19 20' 21' �: J - k SEE SHEET 3 �; --- Ln o 3 STREET LIGHT — 9500 LUMEN PER CAB � / M cn STD. © C LO U♦ STD. tt! any m J REVISED CALTRANS STD S70-488A � f DRIVEWAY PER CAB STD ST -4 AND T -12 0% -4 w W SEWER MAIN &MANHOLE TYPE 'A' PER f 31.42 .� TYP, m SW -6 -t TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 <)m- TYP. 0 CAB STD SW -4 S#B# TYP, vs 0 COB STD SW -4 4 0 19 20' 21' �Rot* L M J LL_ M Go qq- ull 4, C?? .c CK) t M p iLL_ 13 J ac CD o k f wi LO ul) M J Ie t"i Do ac w No. 35473 � 9/30/07 1 �' CIVIL aF C ALZi�� ROBERT E. SMITH ROE 35473 LEGEND 4,5, u . ,4 3 i" E 0" " OsHET B. [)ATE .*2,-1 p ,/ . ez DATE • STD, co (TE BE CL7NST.-OR EXISTS AS NUTED- Ln <> 3 STREET LIGHT — 9500 LUMEN PER CAB � / W STD. / ( U LO U♦ STD. cQ any m J REVISED CALTRANS STD S70-488A � f DRIVEWAY PER CAB STD ST -4 AND T -12 o W TYP, SEWER MAIN &MANHOLE TYPE 'A' PER f 31.42 .� �Rot* L M J LL_ M Go qq- ull 4, C?? .c CK) t M p iLL_ 13 J ac CD o k f wi LO ul) M J Ie t"i Do ac w No. 35473 � 9/30/07 1 �' CIVIL aF C ALZi�� ROBERT E. SMITH ROE 35473 LEGEND 4,5, u . ,4 3 i" E 0" " OsHET B. [)ATE .*2,-1 p ,/ . ez DATE • STD, CITY MONUMENT ENCASEMENT PER COB STD ST -13 (TE BE CL7NST.-OR EXISTS AS NUTED- <> STD, STREET LIGHT — 9500 LUMEN PER CAB STD ST -14 + STD. CITY STREET NAME SIGN PER COB STD T -1 STD. WHEEL CHAIR RAMP PER C.O.B. STD. ST -19 AND )a � AS REVISED CALTRANS STD S70-488A � f DRIVEWAY PER CAB STD ST -4 AND T -12 t TYP, SEWER MAIN &MANHOLE TYPE 'A' PER COB STD SW -4 TYP, SEWER MAIN & CLEANVUT PER COB STD SW -6 -t TYP, TYPE 'A' CATCH BASIN PER COB STD D -14 <)m- TYP. STORM DRAIN &MANHOLE TYPE 'A' PER CAB STD SW -4 S#B# TYP, STORM DRAIN &MANHOLE TYPE 'A' PER- COB STD SW -4 SHEET 23 OF 34 I SHEETS 71 3 355 354 353 352_ 351 350 a 357 i 356 3 355 i i i i t 354 i i 353 352 I i S - f 350. a 0 seE 154 0 /0/4 a¢R -El) kk u,") VEGA MEADOWS La 4- C11-4 Cn L&J U) cn ui re) Ln ca e> U5 LO Pei I.-J cn QD " CQ re) ul cc co 8 Go *4- 00 Fs ;z UO) ca E" %%WOO W') 01-$ QD cn C3 u. 4- J:z :z um iii Y C> L" SEE SHEET 3 m es + m M 2 -C; -0, W v- 0 2q-1 ILO LO + -V0 1 33 C> 10 bi Go N 32 34 1 35 1 n *K %'V C-4 1 41 191 mo CO W + Ir N Mz!- 16 NEW EP 64' X 55' LIFT STATION 177 C5 < low*ft"e -ovivEssi E. Sal l �� No. 35473 9/30/15 CIV *%— %a A cl: cc 178 179 :a K84 I I lumlll= 'NLI I I Zzb. T T 10 't It T N TO BE REMOVED 4 ry x xx T R/W R STD. CL III /W BARRICADE 5 WI-6(RT) I Jf mmo�- # miff Uml-j I Cc Q 04 1-1%j Fl 1-0 STD. CL III BARRICADF\-O FL-.,/ C6 =WWWW W1-6 WTH OM1-3 Ir SEW "Rd- A — L- A iOm SSW"W rq* 1T...... X qqi::t, L W-31 (CA) ; 00 17 18 19 20 N 44"s W 21 122 CONSTRUCTED 24 25 C"4 26 AL a coNsEcuna Y N 44W21'0 W 27 co ACT BOUNDARY �INSTALL M- CO 7 ABANDONED WELL No. ACT BOUNDARY c.r' SCALE*. HORIZ. 1" SNOWS? 50' VERT. 1" SWISS* 2 16 17 357 356. 355 354 353 350 JIC -lot -Ti amem CC> L o rol LO FLOWLINE. CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH (1) 01'*41"560 22.22! 1500.06 44,43' (j) 9OWW 30.00! 30.0' 47.12! (3) 9000'00* 30.00! 30.00' 47. 00 0. 4W I CUR%f MW 1-11 PLAN." W/UM4-3 UA�t FC W rA VtA" U or.) 0') 53-14 PEXISTING .i L.LJ 00 LL. WELL HEAD W ui �,�.._. n of, NOTES: m � � � >< Lj cl- JIA FUTURE INTERCONNECT CONDUIT AND PULL BOXES, INSTALL N -"-5; ONE - 2* SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH NOTE: CONSTRUCT. STREET SECTION PER TYPICAL #.`i PULL BOXES EVERY 400' & CONDUIT AND PULL BOXES TO COLLECTOR STREET SECTION ON SHEET 2. BE PLACED BRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 35 FOR INTERCO WECT DETAIL) rel FOR FUlURE R-RIGA11ONS LINES INSTALL ONE - 4' SCHEDULE 40 PVC SEW, AND FOR FUTURE ELECTRICAL LhNES , INSTALL ONE Y SCHEME 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG, BASE. (SEE LANDSCAPE PLANS FOR ADD11I0NAL INFO.) UNITS > � 2 � 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER CAL-TRANS STD, SPEC. 8010-21C-19 SEE SHEET 30 FOR STRIPING PLAN. cv 11 WL opp- AA C4 ull) LO�_.. O ..._ � ._.... r� �- -"' `� _._. --- - _..&RJR___ -�,. -._._ ._._.�.___._._,._..,.� C%4 dg C*4 cn ull� U!!) + csv_ CN — 0 - i2s SOSO 47.12 ON CUKvt j i +0- SWOON soon co cc cn (DO Ll cD cic L.LJ (D N C-4 QX C� • co Z- ROBERT E. SMITH RCE 35473 pAT� 11t414 r- 7/*Z (p P4,ra U -, A. oNLy IRE00AD DRAWNG" COR119ECTi0NS BY: -tMTE / /'Z � �� LEGEND • STA CITY ANT EICASEMENT PER COB STD ST:-13 (TD BE CfkVSr L 7R EXISTS - AS AOTfD1 8 STA STREET LIGHT - 95M LUAEV COB 'ST4 ST 14 o STA STREET LIGHT - M CON STD ST -14 STA STREET MAKE SIQV MUM) PER CDR, STD T-1 STA CITY STREET NAIL SIGN PER COB STD T-1 �Bs RCP W /RGJ CL Ill STEM LRAIN &PIPE As AY17ED l�STA VFE£L CM4IR RAMP PER COB STD ST-19 AND CAL TRANS SPECIFICATIOV PER STD A 88A f IAPIVEWAY PER CUB STD ST-4 AND T-12 -a- TRAFFIC L7AVTRa SIGN - AS AmTED X PT. RADIAL TD CENTERLIIE STA, - AS ACTED -� TYP SEVER MAIN & M444LE TYPE **A0 PER COB STD SW -4 "I= TYP. TYPE OW CATCH BASIN PER COB STD -14 Rcp vIR6j III & &CL E PER COB STB SV-4 Typ, zvu EMW T PER COB STB SV-6 3— STA OUTLET STRCT(ME PER CfIB STD B-11 SO, IMAINME BASIN PER COB STD B-11 o PlKL Bl/X SHqET 24K OF $4 SHEETS 358 357 .356 355 354 353 352 351 350 0 FLOWUNE CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 900'079 30.44! 30.00' 47.56' 2 01 41'50" 22.22! ::1 1500.00! 44.0 NOTES: CD FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE-- 2w *SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400 9 CONDUIT AND PULL BOXES TO BE PLACED BRIM TO PLACEMENT OFfAGG. BASE. (SEE SHEET 34 FOR INTERCONNECT DETAIL) SCALE: HORIZ. 1 50 I VERT. 1 = 2 358 357 356__ 355_. 354_ 353_ 352_, 351__ 350 'WOVESSI No. 35473 9/30/07 ROBERT E. SMITH RCE 35473 DATE CIVIC" OF c ktxl �s eu U_ *t PAIL TECORD DRAWW" Pll: IS— CORRic-CTIONS BY: 00 co C) uc� DATE ui Lx 01 Z: u__ Z: rei LZ F= __j Ln c.> 05 U- co m = C.> cn LL_ LO SEE SHEET 26 C> a_ ull) ui zs ui + LO LLJ c--4 C3 + cc qr - LE&EN.D cm mc R/W c� '� T- �- s I 1111101EN R C0 S TB S T-13 Ca STB. CI TY T ENCA SEMEN T PE CN (Tfl- BE CflNST L]R - EXISTS AS L JI�OTFD) �� o �- VWAM VEDA MEADOWS STB. STREET L16HT — 9500 LUMEN PER COB STB ST-14 `�' {-�- SM STREET L I H T — 22000 L INEN PER C0 S TB S T-1 4 AAsp STB. STREET NAME SIGN �METRW PER COB STB T-1 *0 12 13 14 15 N 44U! M0 W I I I I I + STB. CITY STREET NAME SINN PER CUB STB T-1 + WTAU W—gL) Ui#7S OF PAWG TRACT BOUNDARY NEW EP RCPRG. CL . III STLlRM BRAIN & PIPE As NOTED lvTH cul-3 SD mom HAMM STB. VEIEEL CHAIR RAMP PER CUB STB ST-19 ANNB NOTE: CONSTRUCT STREET SECTION PER TYPE CAL TRANS SPECIFICATION PER STB A - - C BRIVEVAY PER COB STB ST-4 AND T-12 COLLECTOR STREET SECTION ON SI-�EET 2. TRAFFIC CONTROL SIGN - AS NOTEB PT. RABIAL TO CENTERLINE STA. AS -NOTED - - "P. SEVER MAIN & M ~LE TYPE **Af PER COB STB SV-4 mV TYP. TYPE JA'f CATCH BASIN PER COB STB- 14 J RCP V/RO CL III' &MANHOLE T 'A' PER COB STB SV -4 �-�- TYP. SEvE`R MAIN & CLEMaIT PER COB STB SV-6 Z — STB, LIUTLET STRUCTURE PER COB STB B-11 STR BRAINAGE BASIN PER COB STB B-11 o POLE BOX SEE SHEET NUMBER 30 FOR STRIPING PLAN. ` ' 4 1 ; i 1 � � { � i f w� �� � ! i • + - - - - - - T — — ----------------- L- _4 0*4 L0 FY PS? IKID ri iA- t CD C.> � ... `r rfi E j i j �i'� i j , ^� 1 i _..,f...'. "�' "' -._' } - ..�._. ___t'.. T.j..__.._._. -... ._.-. _._...__...._ ..,#..... .__.,.�.._..__ „�....__..._._.._ M cm 4- 014 cb 4526% Lu —4 4- --0.2021 Aa� r.. 25 26 1 27 28 1 29 301 31 VE CA EA)90 S I?OA)9 UNIT 2 10 1 1 1 2 1 3 14 15 1 6 ou 41.56 MEA ulv MWE &2�2% cn ON CUR UR 358 357 355_ 354.__- 353 352_ 351_ 350 M& NYWAViTm MAE; Oki A� a A Xhis SHEET 25 OF 'WITS jl CENTERLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT C 20'34'52" 1400.00 1. 502.90 254.19 f LOWUNE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q 90'00_'00' 30.00 47.12 30.00 Q 08'36'0- 1454.00 218.29 109.35 V OV55109' 1464.00 125.69 62.88 ® 08.32'38' 1464.00 218.31 109.36 5 8353'29" 30.00 43.93 26.96 359 358 357_ 356 355 354 353 352 351 350 11h mam- �p - )CIP NOTES: FUTURE INTERCONNECT CONDUIT AND PULL AXES. INSTALL ONE — 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH 15 PULL AXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED BRIOR TO PLACEMENT Of AGG. BASE. (SEE SHEET 12 FOR INTERCONNECT DETAIL) INSTALL W1-6 SIGN WITH 014-3 AT PHI+►SE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAID TIME, REbIOVE AND SALVAGE S ! GN WITH (INSTRUCTION OF ADJACENT PHASE. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER CAL —TRANS STD. SPEC. 8010- 21C -19 O EXISTING UTILITIES TO BE RELOCATED PRIOR TO PLACEMENT OF A.B. SAWCUT AND MATCH EX. PAVEMENT OO AS DIRECTED BY CITY ENGINEER O EX. Wi -7 SIGN WITH RED TYPE "N" MARKER AT PHASE BOUNDARY OF TRACT. -Rd- I o LO iD 12 TRACT BOUNDARY t3 S 45'5339° W 6* 1 24 (SEI 15 14 LUIS OF Pavwc o cam ,6 a FL —."` ' `6 (CA) R26(CA) R /W DCi WALL—J 23 22 &SEE SHEET 34 FOR MEDIAN PLAN 12 13 14 81445 Cl - �, o � F N EX, RI -1 Go 2-01 c� LO CD M c Ile V L 10 J 10 co J � +a C> ca .�.. O vV •_d ` UP) 3 i s V low- M _ V' 5 e e 1% n V # 50 1 M 61 ' 1 � SEE SHEET 24 w Go OG? J W) w to cq C9 c� M 12 TRACT BOUNDARY t3 S 45'5339° W 6* 1 24 (SEI 15 14 LUIS OF Pavwc o cam ,6 a FL —."` ' `6 (CA) R26(CA) R /W DCi WALL—J 23 22 0 21 �� 18 FL .Go.. 91446 � NOTE.* CONSTRUCT STREET SECTION PER TYPE w aa,..� 8 ARTERIAL STREET SECTION ON SHEET 2. � 8 � 4 ll� W— Ul 000'"Ift x p�'NFI�O UNIT 2 law r IN* V I i Y V 's ii %0 V fale i fn J' SEE SHEET 31 FOR STRIPING PLAN &SEE SHEET 34 FOR MEDIAN PLAN 12 13 14 15 16 law r IN* V I i Y V 's ii %0 V fale i I co e— LO WN" fn J' To,:: r ..,S4 FA c3 Naomi M 17 � a � • 1qt - �, o � F N EX, RI -1 Go 2-01 c� LO CD M c Ile 18 L 10 J 10 co J � +a C> W .�.. O vV •_d ` UP) 3 i s V low- M _ V' e e 1% n V # I co e— LO WN" 17 fn J' To,:: r ..,S4 FA c3 IWO ' M 17 � a � • 1qt - �, o � F N EX, RI -1 Go 2-01 c� LO CD M c Ile 18 17 17 f 1i1i /r [ J f f Lai i 15 f s 0 • CURIE 6' &iM WALL, (SEE WALL PLANS) M 17 16 J c� LO CD M c C.> ,.� L 10 J 10 co J � +a C> W coo R : 17 f 1i1i /r [ J f f Lai i 15 f s 0 • CURIE ,- o� maim� Q M cn c co Ir- 90 SCALE.* HORIZ. 1" = 50 I. VERT. 1" = 2' 19 20 21 W �g,OFESSI��, A�,�O��gZ E. S� w No. 35473 ud 9/30/07 i� CIVIL OF CALX��4` , wc..d PAP IVA ROBERT E. SMITH RCE 35473 DATE qs ZX G ��3 -.z ova y CCAri DDRAWINGn OR A s LEGEND • STD, CITY MONUMENT ENCASEMENT. PER COB STD ST -13 (TV BE C3NST L7R EXISTS AS NOTED) <> STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 ♦ STD. CITY STREET NAME SIGN PER, COB. STD T -1 l� STD, WHEEL CHAIR RAMP PER C17B, STD, ST -19 AND � AS REVISED CAL TRANS STD ST-A88A � f DRIVEWAY PER COB STD ST -4 AND T -12 -r- TYP SEWER &- -MANMYE T PER COB STD SW -4 TYP SEWER MAIN & CLEANBUT PER COB STD SW -6 STD, STREET LIGHT - 2200 LUMEN PER COB STD 5 -31 + STD, STREET NAME SIGN (METRU) PER CAB STD T -1 X P T, RADIAL TD CENTERLINE S TA, - A S NOTED a a 6 TRAFFIC CONTROL SIGN - AS NOTED 13 PULL BOX qHEET 26 OF 34 359 358 3571 356 355 354 353 352 351 r� WWI i I Q rte; L0 � J c� LO CD M c V L co J N Ow W coo R : ,- o� maim� Q M cn c co Ir- 90 SCALE.* HORIZ. 1" = 50 I. VERT. 1" = 2' 19 20 21 W �g,OFESSI��, A�,�O��gZ E. S� w No. 35473 ud 9/30/07 i� CIVIL OF CALX��4` , wc..d PAP IVA ROBERT E. SMITH RCE 35473 DATE qs ZX G ��3 -.z ova y CCAri DDRAWINGn OR A s LEGEND • STD, CITY MONUMENT ENCASEMENT. PER COB STD ST -13 (TV BE C3NST L7R EXISTS AS NOTED) <> STD, STREET LIGHT - 9500 LUMEN PER COB STD ST -14 ♦ STD. CITY STREET NAME SIGN PER, COB. STD T -1 l� STD, WHEEL CHAIR RAMP PER C17B, STD, ST -19 AND � AS REVISED CAL TRANS STD ST-A88A � f DRIVEWAY PER COB STD ST -4 AND T -12 -r- TYP SEWER &- -MANMYE T PER COB STD SW -4 TYP SEWER MAIN & CLEANBUT PER COB STD SW -6 STD, STREET LIGHT - 2200 LUMEN PER COB STD 5 -31 + STD, STREET NAME SIGN (METRU) PER CAB STD T -1 X P T, RADIAL TD CENTERLINE S TA, - A S NOTED a a 6 TRAFFIC CONTROL SIGN - AS NOTED 13 PULL BOX qHEET 26 OF 34 359 358 3571 356 355 354 353 352 351 r� WWI i I w Shk Q 1 2 L-Lil 367 .366-1- 365 364, 363 362 361'i 360 359 1 RC 3!i 357 a X_ EX. TRACT PER 6364 3 I � I 2 1 3- 12� LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER 'CAL -TRANS 'STD. SPEC. 8010-21C-19 EX. POLES- TO BE RELOCATED BY DEVELOPER (TYP.) PRIOR - TO PLACEMENT OF A.B. is y: EXISTING UTILITIES TO BE RELOCATED 35 473 DATE PRIOR TO- PLACEMENT- OF A.B. ROBE;RT F. 5mvT4 EX p 9- 30 —07 "t SAWWT 1' AND MATCH E)(. PAVEMENT AS DIRECTED- BY CITY ENGINEER lclrylSION P vEb 6Y! HATCHED AREA TO BE PAVED WITH UNIT 1 l/%;�;; �.� -�%�. �•�.i•o7 26- F, FLOWLINE CURVE DATA NUMBER DELTA NO 1 LS. CD REINA SI.IALL BE CONSTRUCTED IN TWO- PHASES (6 ) 1MTH UNIT ONE TO BE CONSTRUCTED FIRST 30.00" AND UNIT TWO TO BE CONSTRUCTED AT A LATER DATE 30.009 ) FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL I w 90 0'x" ,ONE - f SCHEDULE 40. PVC- CONDUIT- UNDER SIDEWALK: WITH 47,1 -2' #5 PULL BOXES EVERY 401Y. CONDUIT AND PULL BOXES TO (6) T - BE PLACED BPJOR 0 PLACEMENT OF AGE. BASE. 30.00" (SEE SHEET 12 FOR INTERCONNECT DETAIL) 290 FOR FUTURE IRRIGATIONS LINES INSTALL ONE — e-SOJEDULE 40-L BOX PVC SLEEVE, AND FOR FUTURE ELEClRICAL LINES ,INSTALL ONE Y SCHEDULE 40 PVC SLEW, SLEEVES .TO BE PLACEI) ix PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) SCALE: H QRI Z. 1 50' VERT. 1" = 2' 23. 21.4. 25 367 .366-1- 365 364, 363 362 361'i 360 359 1 RC 3!i 357 a X_ EX. TRACT PER 6364 3 I � I 2 1 3- 12� LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER 'CAL -TRANS 'STD. SPEC. 8010-21C-19 EX. POLES- TO BE RELOCATED BY DEVELOPER (TYP.) PRIOR - TO PLACEMENT OF A.B. is y: EXISTING UTILITIES TO BE RELOCATED 35 473 DATE PRIOR TO- PLACEMENT- OF A.B. ROBE;RT F. 5mvT4 EX p 9- 30 —07 "t SAWWT 1' AND MATCH E)(. PAVEMENT AS DIRECTED- BY CITY ENGINEER lclrylSION P vEb 6Y! HATCHED AREA TO BE PAVED WITH UNIT 1 l/%;�;; �.� -�%�. �•�.i•o7 26- F, FLOWLINE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT (6 ) 901100"00" 30.00" 47,12' 30.009 + I w 90 0'x" 1 -000 9 30 47,1 -2' 3 0 - 00 9 (6) 9 r-- r-% " 89 `58' uo 30.00" 47911 290 5 INSTALL Wt -7 WIOA14-3 ,, I U6. JLL -JI ILL I I V a m STA STREET LIGHT - 9500. LUNEN PER COB STD ST-14 CID- STQ STREET LIGHT - ?2W8 LUMEN PER COB STD ST-14 + STS STREET NAME SIGN CAETROJ PER CUB STD T-1 + SM. :9 � ;9 VI.WJ CL STIII - OW & PIPE AS -e- PEE BOX 33 C-4 c> ix ciol 04 + m +.� M C4v R" *kftwop NOTE.* CONSTRUCT STREET SECTION PER TYPE COLLECTOR STREET SECTION ON SHEET 2. IV%. Ir""T "Ir "A "70 J "F""*& - le*"% - 1 7 I AN Pe r SHAW DATE ,AL W -.wML..wf AL A. IF w& AL AL W- %.#Or A. ft -ALooAr it CC 32178 Exp u -31—a8 RE VLSI LW, REPLACED CID - 0 SIDEWALK WM4 A DEIA C14EO UjviT 50 EWA LK. NOTE.* SEE SHEET 32 FOR STRIPING PLAN 127 28 29 3.0., 3 1 1 �32 ----------- S i C4 flu"* J - - -------- La cc I C> 4 t4 I r �� . r s I "OCAD DRAWIW In, CORRECTIONS BY: �`"/ w W-A t 3d No 35473* J /J -�'t� oG - 9/30/07 ROBERT E. SMITH RCE 35473 DATE 8 ( 9 10 CIVIL ILL op ALXI ,�� IF � 11%0"%W I n,ow #AM% A n%o 11"" — '16 bi 8 40 ..� Flo L EGEND • SlII CITY MONUMENT EACASEAENT PER COB STD ST-13 lT0 BE L7lVST. aP EXISTS AS AMU) <> STA STREET LIGHT - 9500. LUNEN PER COB STD ST-14 -Go- STQ STREET LIGHT - ?2W8 LUMEN PER COB STD ST-14 + STS STREET NAME SIGN CAETROJ PER CUB STD T-1 + SM. CITY-STREET NAME SIGN PER Cf7B STD T -1 � RCP VI.WJ CL STIII - OW & PIPE AS -e- PEE BOX 33 34 35 000 —7 REINA ROAD.. EX. E F� 37 6 36 O >< CAJ� Z_ 8 SEE SHEET 29 • 031 cc ro*_ oc Lo W Loc> c> L" C-> r--. + C Pvt W_- 1C, T A�"� w 1�STd VIEEL CHAIR RAM° PER - COB - STD ST -19 AM CALTRANS - SPfCIFfCATIHV PER STD A7-88A � � APIV£YAY - PER COB - SlD S _ AND T -12 . -�- TRAFFIC CUVTRa sim - AS AUTEB PT. RADIAL L _ TU _CENTERLDIE STA. _ AS - ACTED TYP. SEVER MllN & MAAia£ TME **Af PER COB - STD SV-4 "T" rYP. TYPE. '4'-: CATCH BASIN - PER CUR STD-14 m<)m RCP V /RGJ CL III & AfAMIaE TYPE 'AR PER COB STD SW -4 TYP. SEVER MAIN & CLEAAD/T PER COB STD SV-6 3 STR W/TLET COB STD D-Il STA IbPAlAk1GE BASIN PER COB SUB B-11 3.6. 37 38. US 00 4z: my Illy 7 I I 367 366 365 3641-- 363 36j? 361 360 35 3! .357 . I PHEET 28 OF 3¢j SHEETS 'REa11SC -D 5�1`i�D�l NOTES: r-j\ FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2' SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 40Q'. CONDUIT AND PULL AXES TO BE PLACED BRIOR TO PLACEMENT OF AGG. BASE. (SFF qNFFT 17 F(1R I NTFRC11NNFCT EFTA I 1 1 FLCWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q 893'56" 30.00' 47.11' 29.99' 2 90*01'04" 30.00' 47.13' 30.01' STA 89956" 30.00' 47.11' 29.99' FOR FUTURE IRRIGATIONS LINES INSTALL ONE s 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL CAVE 3" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) �, o �- c • 00 R C' 1"t 12' LIMIT LINE AID} ALL OTHER PAINTED MARKINGS "`"- Lo z r ch U-I 01 Z5 c� CO � uj a� "' as `� -1 Go w /THERMOPLASTIC PAINT PER ..., � - Q CAL -TRANS STD. SPEC. 8010-21C-19 Z Q a; ,- °� � �,, > c' a ? � �' «� c, ? -Oct 0. C4 C> CD czj EX. POLES TO E RELOCATED -- > m of r"I J 16 t� ,f,,, r4i a BY DEVELOPER (TYP.) c ; o Q 0 c3 c� m .j U. U. -' ter. :m PRIOR TO PLACEMENT OF A.B. ..� ,6 � g K �; -+ + V_ c� °' °a SEE SEE T 12 °' © + r.... :9 �. as �, SEA S EET 2 + c + + +; c3 C Loll EXISTING UTILITIES TO BE RELOCATED ``' `t � 0.. -� u 1 20 20 1 m .. ' .. PRIOR TO PLACEMENT OF A.B,& I 1 I 2 12 1 40 141 R SAWCUT 1 AND MATCH EX PAVEMENT 6' BLOCK WALL P1t1 B3X 6' BLOCK WALL � CJ R26 (CA) AS DIRECTED B Y CI TY ENGINEER ( SEE WALL PUNS } WALL "S , � t-- 4g,OFESSIp�, �w444���RT w No. 35473 Uzi � 9/30/07 � �C CIVIL O��04�~� F C AL SCALE: HORIZ. 1" = 50' VER T. 1 ps = 4' 1h f l R O W 4& 4 =T • R26 (CA) R26 cCA) R/W It R26 (CA 3 00 z �c x T -, T II � %L It STA STNEET L16HT - 22M LUNEN PER COB STD ST -14 � STA _ _ -- _ _ _ _ _ -,.� STA �ammm w w w �I ww w So Q ww�omdmI l� STA VICEL DAIR, RAC PER COB STD ST -19 AND 2 CAL TRANS SPECIFICA TIM PER STD A -88A ---FL �_ . ,.� 1,..... ,_ . .� 8 " S.D\_CONST. TYPE � B # CURB & GUTTER �,�.. ��•.. M TN 5.5 cove. SIDEWALK- TYP. Ek E , P. r� _G>_ �- eoNSr. E V CURB &GUER ��, ,. �, ►7'H 5.5 COMB sroEwA�K- TYP EX E, P. PT. RADIAL TD CENTERLINE STA. - AS AUTER Vo � SEVER MAIN 6 14ANICLE TYPE ;4' PER COB STD SV -4 �^ ( TYPE A' CATCH BASIN PER COB STD -14 ( C)::: a NAMUE PER CUB STB SW -4 N 00"43'03" E� TYR sEvER PER B o 1,�94•�� 11 12 13 _______________________ __IRAQ ARC ____ _______________________________________________________________________________ 14 15 16 17 TRACT 18 _ BOUNDARY _______________________________ ___________________ _____ __________----------------------- 19 STA EX. EP EX. EP EX. � EX. E i � t � EX. EP CmTaw x R� E � EkR W / t EX. • e. INSTALL. Vi1-7 MTH W -3 MARKER � � RI-1 EX. o oar , NOTE: CONSTRUCT STREET SECTION PER TYPICAL mom, LOCAL STREET SECTION ON SHEET 2. Qom,. �r Lu o Of oc SCALE: HORIZ. 1" = 50' VER T. 1 ps = 4' 1h f l R O LEGEND • STA CITY ANT EACASEMENT PER COB STD ST -l3 LLJ (7Z7 BE COWT LIP EXISTS AS AUTEB) a � z � STA STNEET L16HT - 22M LUNEN PER COB STD ST -14 STA STREET NAIL SM'N (METRO) PER COB STD T -1 STA CITY STREET NANE SI6N PER COB STD T -1 So Q RCP vIRGi CL III s Taw BRA m 6 PIPE A s No TEB l� STA VICEL DAIR, RAC PER COB STD ST -19 AND m CAL TRANS SPECIFICA TIM PER STD A -88A � f Bwwwr PER COB STD ST -9 AND T -12 CD TRAFFIC CWTROL SIM - AS WTEB X PT. RADIAL TD CENTERLINE STA. - AS AUTER —oi� ryp. SEVER MAIN 6 14ANICLE TYPE ;4' PER COB STD SV -4 T TYP TYPE A' CATCH BASIN PER COB STD -14 C)::: S 04 }C W LA. tQ m 8 _.�. i. 1i eC> O fi$ r• `� y. 200' V'nCAL CURVE 12 ti.. s �i { S A III V I?0A�O UNIT 1 SEE SHEET 33 FOR STRIPING PLAN. 14 15 • � i CN • E i 1 mi i i i Ut c t �V f� W p E L Z 16 17 18 19 20 ry A --O.�qlx • f i r a t i i i i i Q ._,._..,_..__.,.....,,...._ �,....,.._.,_-....,.._...,..-,...,..:.....:.,..._.... ...:.r._......._- .... »._....... _......_,,..___- .......- ..._:.- ..,..,._...........,... r ,....,.. .-.._.-.._...... ................, ,......_,.- ..._......_.,.._._.. ... -,..__ .._.- ....._...,_........,...�.: ... �__..._._.,....•..-.:...-..-.,- ._.,�.....,..,�...�.«..,.�»...: _.,...,._.•,..�....... .»..�,..... «._......,. `ti._..�.._�...- r.. -..... - ._._._..._.....- ....rte,.. , 'Oro OF dg!q a � r /- y- ROBERT E. SMITH RCE 35473 DATE 6 i o DRAWING" -/T/ ov�Y � OjRE�TIQ4VS �°!: 10 V IyVo 44 T /0-0/Z �. JEET 29 OF �4 SHEETS T1 • F s 11 1 f f ` ii LEGEND • STA CITY ANT EACASEMENT PER COB STD ST -l3 (7Z7 BE COWT LIP EXISTS AS AUTEB) a STA STREET LIGHT - 9.W LUKEN PER COB STD ST -14 o STA STNEET L16HT - 22M LUNEN PER COB STD ST -14 STA STREET NAIL SM'N (METRO) PER COB STD T -1 STA CITY STREET NANE SI6N PER COB STD T -1 So Q RCP vIRGi CL III s Taw BRA m 6 PIPE A s No TEB l� STA VICEL DAIR, RAC PER COB STD ST -19 AND J CAL TRANS SPECIFICA TIM PER STD A -88A � f Bwwwr PER COB STD ST -9 AND T -12 —�— TRAFFIC CWTROL SIM - AS WTEB X PT. RADIAL TD CENTERLINE STA. - AS AUTER —oi� ryp. SEVER MAIN 6 14ANICLE TYPE ;4' PER COB STD SV -4 T TYP TYPE A' CATCH BASIN PER COB STD -14 Rcp a NAMUE PER CUB STB SW -4 TYR sEvER PER B 3-- STA LUTLET STRCTURE PER CUB STD B-11 STA BRAINME BASIN PER COB STD B-11 � R L L BOX JEET 29 OF �4 SHEETS T1 • F s 11 1 f f ` ii a K a tk a9 6364 EX, ROAD--\ EX, CL RIJAD,I EX. RLIAD!-J SCALE= HORN, 501 VERT, ill = 2. REINA ROAD 9( cut- - C20 j c? _j cm.4- b._4 cm + = cn I.- c%j 23 O �yFFT 31 EX. R1 -1— ; EX, E, p, 6"t '11-m-mv 'PO440 W-4 00 j 0� CD + 45 0= LAJ vm_l� cb %we 10-4 u) L.) LAJ ALL CONFLICTING STRIPING TO BE REMOVED WITH- REPLACEMENT OF PERMANENT STRIPING. 12' UMIT LINE AND ALL OTHER- PANTED MARKINGS w/THERMOPWTIC PAINT PER CAL—TRANS STD, SPEC. 8010-21C-19 NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO- THE CITY FOR- APPROVAL 1-0- DAYS PRIOR TO PAVE. - A A LO 00 W + C4 tn tm C4 04 ui UNITS & 2.. SEE SHEETS 27 & 28, FOR -STREET PLANS 10 11 1-2 13-- 14 15 16 1 18-- 1-9 20. pi PIP z3 U L4 A, wNc.-I IFQ" to 1r,0N s By TiEGORD DRAViING COQ REXTIONS DAT'P, OAT E/; — O�-� I x coo _.j LEGEND cu M -ft Cmk cz, f Inn A A t n f�i rr 7,oroon C4 LJ -..- %01 Iwo %.off a go ww %off %IF 6 ar 15 9 14 CENTERLINE LAME LINE; 4'f X 71 I✓HITESTRIPE w11T SPACE BfTWEEN STRIPES PER-CAL TRANS CDETAIC ---9) CHANNfLIZING- LINE . 81f WIDE PER CAL TRANS DETAIL 38 INSTALL _ TYPE IV 4RR9V - r1'P. (LEFT OR RIGHT AS SHOWN) PAVEMENT MARKING IWHlTE) PT. k7ABIJA I TL7 CENTERLINE TA -m—ma. Sir,. ROBERT E. SMITH RCE 35473 INSTALL W1-7 WITH cu + _j CLc' cu A cm cm BAY TAPER (A) STATION FROM Q_ 21+22s65 12.00' RT. 21+27*65 11v81! RL 21+32e65 1125" RT. 21+37o65 10;311 R-L 21+42o65 9.001 RT's 21+52s65 6X. RL 21+62.65 100" RT, 21+67e65 1*69" RT. 21+72.65 0.75,1 RT 21+77*65 0o19' RT. 21+82o65 ojor - DATE Ld Ld O 90 CD + CD igu = %..' P4-"& ,to %0%., 24 25 26 27 28 29. %0 cu tic (P) .j FROM 12900" 0- RT. 31+92e65 + J N 11811 cs 32+02e65 11.25' RT. 30 <V - - cu - oc ;=1 �Lji- CD (v) :z k. 6-4 CD U3 CD La CD c=0 31 a 0. ca In cn BAY TAPER (P) STATION FROM 12900" 0- RT. 31+92e65 31+97965 11811 RT. 32+02e65 11.25' RT. 32+07s65 10311 RT. 32+1265 9o00' RTo 32+2265 6900" RT. 32+32.65 3,00" R.T. 32+37,65 1.69' RTs 32+4245 0.751 RT. 32+47,65 0.19' RTs 32+52e65 UO' LT/RT4 3. I'm" km cr) cv) (v) 33 3-4 .mj -10 VI %0%.* BAY TAPER-.--(D STATION FR[h4 (L 34+80s78 tW LT/RT, 34+88e28 0,19" LT* 34+95,78 �. Ole 35+03s28 149" LT, 35+10A 3.00" LT* 35+25o78 6s00' LT. C31 9.00' 4= 35+48e28 cs LT. 35+5578 L16i LT, 0- - lloffi! LTI 1 35+70A 11221 LT. W AR OD Lr) Q %. D c%7j co Lf) .+ + d., cu cv) m 33 3-4 .mj -10 VI %0%.* BAY TAPER-.--(D STATION FR[h4 (L 34+80s78 tW LT/RT, 34+88e28 0,19" LT* 34+95,78 &7T- LT. 35+03s28 149" LT, 35+10A 3.00" LT* 35+25o78 6s00' LT. 35+40A 9.00' LT. 35+48e28 1031' LT. 35+5578 1125" LT, 35+6328 - lloffi! LTI 1 35+70A 11221 LT. 3-5 4= cu ad Lj a- PI 00 rft- fft%. 4- to cn �A �o REINA ROAD >< LLj 4 LLI SmithTech� U INC 0-RP ORATED TRACT Na 6453 STRIPING PLAN REINA ROAD- SHEET 32 OF 34 SHEETS 36 3/ 38 1 41 'e�% cu w ac SEE SHEET 33 U7 .. + f— J cn J cn M COO uj LLI SmithTech� U INC 0-RP ORATED TRACT Na 6453 STRIPING PLAN REINA ROAD- SHEET 32 OF 34 SHEETS 36 3/ 38 1 41 'e�% rH 0 9 maw- 1p,q �. . __ l ,� ,� ,\ �\ \� `, -" iS _ '� _ i