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HomeMy WebLinkAbout1.1-6578 Ph 8 & 9 Record DrawingA.C. PAVING TESTING NOTES: FiSlms!1Di 7-1. ASPHALT CONCRETE. Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) ,. asphalt concreteshall be AR -4000 viscosity graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 39-2.02, Aggregate", of the Standard Specifications shall be used to surface intersections, tapers, and other areas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the engineer's review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in the work CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR PENSINGER ROAD TRACT 6578 UNITS 3-51 8 & 9 conform to the requirements of Section 39-2.02, Aggregate, of the Standard 15 1++ r 5 ( - 1 Specifications and these special provisions. Material sieve analysis and sand 16 T 11 10 9 8 6 5 4 3 2 I 1 li'I 1i 2 1 3 4 ' 1�I equivalent test results should not be older than six (6) months. All other test a NI 14 '_-LJ 92 v -x --- - - �{ I,I i L 6 l ^o N1� i 16I ?1 i 12 161 i4 ! 15I h n 1% results should not be older than one (1) yeas DRILL SITE 1 -'� '%Y�-'-�-'- -L' 1� o I - OR11Ei.._ C. An asphalt concrete mix design determined in accordance with California Test 367. � i 13 ry� ® Laboratory test results on which the design is based shall be submitted with the mix ! ( 17 U�y g® �3 - ��-� 1�i add z design along with the theoretical maximum density of the design mixture as ¢ is 8 UN 12 12 113 114 15 16 �17 `�bi� 39 34 33 �`? 32 31 30 29 2E3 2 1 o determined by ASTM D2041. The asphalt concrete mix shall meet the requirements 1 1 I� 6 25 2-0. 3 ! 22 79 of Section 39-2.02, "Aggregate," of the Standard Specifications and these special 11 19 18 _ _ I provisions. If the data submitted shows that the materials are substantially the some Jy� - 1 Iw+ 'I�--�'-"I`�- ;✓�Y' as when the design was prepared, the design may be up to three (3) years old. The 1 3 4 �! 19 1 20 19 18 ,p 121 l3 1 j 2h j 25 ! 20 j L7 23 29 50 <r t �'x r. � Developer shall bear all costs associated with the asphalt concrete mix design. 21 122\ Where new asphalt concrete pavement is to conform to existingpaved surfaces, the existing2 8O 5 0 I 20 DRILL SITE 23 1 pavement shall be saw cut. 7 1 8 I 9 -T- A prime coat will not be required on non -paved areas to be surfaced prior to the placement it of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard - - -s HA4NC M --S7R - Js ® 'h 1 ,6 1� 13.12 ��-I 10 tri 8 7 Specifications shall be met. _ _ The area to which paint binder has been applied shall be closed to public traffic. Care sholl PARK limits $ITE 7 be taken to avoid tracking binder material onto the existing pavement surface beyond the I limits of construction - Paving , O DENOTES SHEET NUMBER Paving joints shall match stripe locations unless otherwise permitted by the Engineer. PROPOSED SUMP KEY MAP Intersections and tapered shoulders shall be surfaced as directed b the Engineer. Additional e p y g asphalt concrete shall be placed road connections and private drives, where shown the STANDARD NOTES SCALE: 1"=200 plans and as directed by the Engineer, and hand raked, if necessary, and compacted too form smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by. 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR SPECIFICATIONS OF THE CITY OF BAKERSFIELD. ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE a. A properly calibrated nuclear asphalt testing device in the field, or 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, OF THESE PLANS: LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zine stearate may ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR be substituted with paraffin. ST -11, ST -13. ST -18, D-14, D-16, T-1 CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF In case of dispute, method b above shall be used. 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. THE "GREENBOOK'. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CIN OF THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS operations shall be conducted in such a manner that, at the end of each work shift, the BAKERSFIELD STD. DWG. ST -13. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE length of pavement along the longitudinal drop-off between adjacent lanes is not greater OO TO BE INSTALLED SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% thanthat which b surfaced d thef II in shift f Qo EXISTING OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557 ___PENSINGER - _ ROAD 5 i I; 1i _ % B 6 9 �" I 1i2�131°'1 IS16 17� 'g �eI it 48 1 47 � 46 1 45 � 44 � 45 1 42 i 4' +; 4U - Ii 4-4 yy 222 ' ° 5 F a j i) 12 - .S I , T 3 S I� If �,L _1.�i_ L�3-- i i J-Nlii `123 �221I 'r ILO�1gIiq 117 is 15X30;?912a 2/I!11 2- 26 22 g ! 1 10 11 12 13 14N 15 i�6 17 18 19 20 21 7�r �_Z4 `1 8 �h -- - -- - 23 r s BELUNGER _ -STREET - ` 25 fi 42 41 1439 �38 TF 36 35 '31433 32 2726 --'"I I -I- I. 31 i SOI i 28 -- 43 44 0 22 21 20 19 18 17 15 4 i 4 I 29 i 3 i J �_ i6 i 3 - - 30 14 ae i 4 2 li 1 7 45-----J8 13 12 �P i NIT 1 2 3 3 1 9, 1 ✓ a w is can a sur ace unn9 o ow g s I 0 ABBREVIATIONS 0.N`'R FL FLOWUNE POI POINT ON VERTICAL CURVE CL GENTERUNE EXISTING 7 V 5 10 1 normal paving operations. Additional asphalt concrete shall be placed along the transverse EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC 7 4 1 I U drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted 5. T INSTALL TRAFFIC CONTROL SIGNS -INSTALL 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT POINT OF INTERSECTION TP TOP OF PAVEMENT '(✓ SUMP FC FINISH CONCRETE GB to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or R/W RIGHT-OF-WAY STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 QQ STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY 9500 LUMEN STREET LIGHTS EA. DOSTING SURVEY MONUMENT 18 ��1�� T FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. other approved bond breaker, may be placed under conforms to facilitate the removal of the 14 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 pp 3 PENSINGER REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 conforms when paving operations. resume. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 - INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.SV. R1 1 TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM INDEX OF SHEETS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: COLLECTOR STREET fL LENGTH e INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. "W3-1' - STOP AHEAD DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. "Rt -I" -STOP 'S5-2' -END SCHOOL ZONE Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving LANE 30 'R61 - ONE WAY "S4-2" - WHEN CHILDREN ARE PRESENT 29 �0 99 y 28 Z3 R5-7' - DO NOT ENTER 'S4-3" - SCHOOL AEDISg26 operations shall be conducted in such a manner that the layer of asphalt concrete is placed 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL 17. DUST CONTROL SHEET TITLE on all contiguous Innes of the traveled way before the lanes are opened to public traffic. At R81(CA)" - BIKE LANE 'W31(CA)' - END W/OM4-3 MARKER NOTE. - the end of each work shift, the distance between the ends of a layer of asphalt concrete on STREETS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) `W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed 'WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON 1. COVER SHEET along the transverse drop-offs on each lane and along the longitudinal drop-off between 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. "W3-3' - SIGNAL AHEAD SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE temporary conforms before the Innes are opened to public traffic. Kraft paper, or other 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER PROVISIONS OF SAID PLAN. 2. BELLINGER STREET & FREESIA WAY approved bond breaker, may be placed under the conforms to facilitate the removal of the EACH SEWER LATERAL. conforms when paving operations resume. 18. STORM WATER POLLUTION PREVENTION 9. INSTALL ADDITIONAL / 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION 3. LUDWIG LANE & COOK COURT Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, density as determined by ASTM D-2041. In-place density shall be determined in accordance MINIMUM OF 6" THICK. AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION with California Test 375. OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED 4. CALATRAVA DRIVE 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS TO COMPLY WITH THE PROVISIONS OF SAID PAN. If the in-place density of any lot of asphalt concrete is less than 92 percent or greater STANDARD PLAN RSP A88A CASE A. than 94 percent of the maximum theoretical density, the contractor will be advised that the 11 ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 19. COMPACTION TESTS SHALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND 5. MACLURE DRIVE & JAYDYN LANE required relative compaction is not being attained and that the materials or procedures or PAVEMENT GRADE. LOCATIONS OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the 20. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS 6. HAWKSMOOR STREET adjustment that will be made in order to meet the required compaction. If any successive 12. UNDERGROUND SERVICE ALERT SHALL CONTACTED AT LEAST 2 WORKING FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND test after notice is given does not meet the specified range, the asphalt concrete - DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF represented that lot shall be removed and replaced with material that meets the in-place THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL 7. LUCKMAN DRIVE & YEADON WAY re densityrequirements. q 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL If the test results for an lot of asphalt concrete indicate that the relative compaction is Y P P EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC 8. SOUTH ALLEN ROAD & BREUER COURT either less than San or more than 967, the asphalt concrete represented that lot SIDEWALK 6" FROM BACK. CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START replaced with material that does meet the in-place density shall be removed de OF ANYNO STREET WILL ISSUED NOR SHALL ANY requirement. The corrective work shall be at the Contractors expense. Orr 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD II SPECTIONUCTION. BE PROVIDED NTIL SADMIT TRAFFICBE CONTROL PLAN HAS BEEN 9. GIOCONDO AVENUE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED APPROVED BY THE CITY ENGINEER. The Contractor should be aware of existing sewer and storm drain manholes within the STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, roadway. SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK 10. PENSINGER ROAD PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED If the finished surface of the asphalt concrete does not meet the specified surface PRIOR TO ISSUANCE OF THE PERMIT. tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphaltconcrete overlay. The method will be selected by the Engineer. The corrective work shall be at the Contractor's expense. If abrasive grinding is used to bring the finished surface to specified surface tolerances. additional grinding shall be performed, as necessary, to enlarge the grinding. area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the last four paragraphs of Section 42-2.02, 'Construction" of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Contractor's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. 6' NTNG W/2 I t /CENTERLINE STORM DRAIN � LIP CURB AND GUTTER �0 FLONIINE CURB AND GUTTER SI D E W A L K In. /- - CENTERLINE STORM DRAIN 'A' 6' WING L A N D S C A P E io 11. WINDERMERE STREET -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLM © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLA TRACT BOUNDARY -- - - - - PHASE LINE f >s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT In. FURNISH & INSTALL INTERCONNECT CONDUIT 15 Res Tis FURNISH &INSTALL SPLICE BOX FOR INTERC( TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR62 O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE SECTION 9E51G-NATIOW SECTION - �____ A SHEET WHERE SECTION IS SHOWN 2 V NYr5 'li•` 6NU`/ 01"aa-n V1.1Yf '�- 4-5 D -k-1 - ABBREVIATIONS 0.N`'R FL FLOWUNE POI POINT ON VERTICAL CURVE CL GENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT '(✓ OF VERTICAL CURVE FC FINISH CONCRETE GB GRADE BREAK R/W RIGHT-OF-WAY Q QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. STD. S-29. 9500 LUMEN STREET LIGHTS EA. DOSTING SURVEY MONUMENT 18 ��1�� T FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. 5 14 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. pp 3 PENSINGER -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 LOCAL STREET CE LENGTH R1 1 6267 [ 3 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: COLLECTOR STREET fL LENGTH ; ZO "W3-1' - STOP AHEAD 221 RVIN V "Rt -I" -STOP 'S5-2' -END SCHOOL ZONE PANAMA 25 LANE 30 'R61 - ONE WAY "S4-2" - WHEN CHILDREN ARE PRESENT 29 �0 99 y 28 Z3 R5-7' - DO NOT ENTER 'S4-3" - SCHOOL AEDISg26 "R26(CA)" - NO PARKING "R2-1" - SPEED LIMIT 20 "R3 -5R' - RIGHT TURN ONLY "R4-7° - KEEP RIGHT R81(CA)" - BIKE LANE 'W31(CA)' - END W/OM4-3 MARKER NOTE. - "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES `W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 'WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES, "WI -1" - CURVE ARROW "W3-3' - SIGNAL AHEAD 11. WINDERMERE STREET -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLM © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLA TRACT BOUNDARY -- - - - - PHASE LINE f >s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT In. FURNISH & INSTALL INTERCONNECT CONDUIT 15 Res Tis FURNISH &INSTALL SPLICE BOX FOR INTERC( TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR62 O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE SECTION 9E51G-NATIOW SECTION - �____ A SHEET WHERE SECTION IS SHOWN 2 V NYr5 'li•` 6NU`/ 01"aa-n V1.1Yf '�- 4-5 D -k-1 - AL 0.N`'R HWY. 34 35 2 ❑ ;: .. ,TOCK 6512 N 1 R o 6 5 21860 32 yq 58 i DRIVEWAYS & HANDICAP RAMPS SOFT 22150 SIDEWALK SOFT IN V I1 0 a: 12 7 BI�RD_ 3066 '(✓ 11 11�TLSO 6 PyvalF ROA 20 Q WHRE _ 3 9500 LUMEN STREET LIGHTS EA. z 14 13m 18 `3� �17y PA 21 5 14 13 pp 3 PENSINGER 19 2612 LOCAL STREET CE LENGTH LF 6267 [ 3 LF 719 COLLECTOR STREET fL LENGTH ; ZO 21 221 RVIN V 24 PANAMA 25 LANE 30 o 0 29 �0 99 y 28 Z3 27 -McCUTC AEDISg26 25 ENicon. ROAD VICINITY MAP NO SCALE LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 5705 CL, II AGG. BASE CUYD 6512 SUBGRADE PREPARATION S Q YD 21860 TE 6" CURB AND GUTTER LF 13450 DRIVEWAYS & HANDICAP RAMPS SOFT 22150 SIDEWALK SOFT 62925 INTERCONNECT PULL BOXES EA. 12 INTERCONNECT CONDUIT LF 3066 METRO STREET SIGNS EA. 6 STANDARD STREET NAME EA. 20 _SIGNS STOP SIGNS EA. _ 3 9500 LUMEN STREET LIGHTS EA. 6 5800 LUMEN STREET LIGHTS EA. 21 MONUMENT ENCASEMENTS EA. 33 STRIPING LF 2612 LOCAL STREET CE LENGTH LF 6267 ARTERIAL STREET Cp LENGTH LF 719 COLLECTOR STREET fL LENGTH LF 2075 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSION$ OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DES/GN CRITERIA SHALL BE A�/ (/ ✓D-79-07 L306ER A. MCINTOSH R.C.E. 33322 DATE EXP. 6-30-08 12 12d,10 APPROVED B : RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 At� REVIEWED BY: ASSISTANT! PUBLIC WORKS DIRECTOR REVIEWED BY: T AFFIL ENGINEER * 31Y�Ix bi r 's > W Mei 4 U a Z w` & h� IN C. 2 UNT 3 LUCKMAN VE DRI ~ SEE SHEET 7 0 10 11 12 13 14 15 16 17 18 19 20 21 0 J/` Y: J 4 PT II mry3n�Ii, !NxQf� 1 \wU.0Nf'LL<N Q3�rc �OON+: a0+Il1 Q3�a LL -N+ `y�LL+,IIII }$Q LLr �d��n 1I'I ;W>rc} �n� N�4+ni1 }w> LLr-N 4MMvJ+� II'1 2 }3iLL".�+-' '�mM+"� II' >}3 �+r� '<+LJIIII }w>z 4°fr+' m��+1IIl1 QYW>oceMnf}ni �+m���IIlI1 �Q$���-< MmJ+ I1lI QY$�oMr��fi JHm�-�n ,NOw�(IIII5���en4Urcu miO�Qn -omr��n -FZ_a"c?za' Vnn��-dn_ op2>W3✓(�n+e�e9 4y�h/¢iyp^'h3, c %�'�/OQ%�tn0h�� Ch.'x'1/'h ,hV +0g ++ INTERSECTION— CIE 9 n STA. 10+00.00, C.L BELLINGER ST.R/W 7 , QSTA. 14+12.32, CL. LUCKMAN DR. 38 I offv.Y ryh 18" DRAIN_ _ D O 18" DRAIN 2 3 `may �—'--- ... 3 1 SEWER R " —S—EWER+t —� •; 2 :z /W o 2 oj; 91 gwvi �S$ ) oO iLL f \\ \ \ 1h 32 w' w - 10 20'20 I o$ I ti I Q F I r F I o f F' c+l in r l F' c� rn r l vQ�i rc F 0 OyF" y F. o c+� (n r i d i c->• in d c� `n < c -Y y d 1 .k. "> / �p`V' 6 d , R -7 42 41 40 �i 39 Mi 38 Mi 37 Mi 36 Ni 35 ") 34 i N LUCKMAN DRIVE 33 SEE SHEET 7 �? �O',hPp. 4:,hFw' a3 BELLINGER STREET (STA. 10+00.00 TO 18+82.72) 3 $/�, At Komi / 3 / \ a 27 9 CY 6 y �a cF 28 �q`9 STa CURVE TABLE LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 9000'00" 2 35.00' 13.76 6.94' 22'2535" 3 84.00' 116.45' 69.78' 79'26'12" 4 35.00' 21.13' 10.90' 343501" 5 35.06 38.46' 21AS 625752" 6 42.06 104.08' 121.91' 141'58'53" 7 42.00' 83.94' 65.32' 114'31'08" 8 30.06 7.09'. 3.56' 13'32'10" $/�, At Komi / 3 / \ a 27 9 CY 6 y �a cF 28 �q`9 STa LEGEND: (CONT°) LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: m ABBREVIATIONS O M F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE "R5 -i" - DO NOT ENTER 'S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE 13M�� ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION � E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE °W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB "WI 6" - SINGLE ARROW CODES P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OVER "'W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE QQ ® FURNISH & INSTALL SURVEY MONUMENT PER CO.B. STD. ST -13. Q CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT + ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- h FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER GO.B. STD. ST -14. M j < FURNISH & INSTALL STREET UGHT-9500 LUMEN PER CO.B. STD. DET. ST -14. LEGEND: (CONT°) R1 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: m "RI -I" - STOP *W3-1" - STOP AHEAD O M "R6-1" - ONE WAY °S5-2" - END SCHOOL ZONE PER "R5 -i" - DO NOT ENTER 'S4-2" - WHEN CHILDREN ARE PRESENT -&S29- "R26(CA)^ - NO PARKING °S4 Y - SCHOOL 13M�� "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 2 "R4-7" - KEEP RIGHT "R81(CA)^ - BIKE LANE � "W31(CA)" - END W/OM4-3 MARKER NOTE: °W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES TRACT °W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI 6" - SINGLE ARROW CODES 2. "WI -1" - CURVE ARROW OVER "'W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ` CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY 344 l' � 36 EXISTING IMPROV.=.._; M.: CONSTRUC110N m m O M r' PER M -&S29- m 13M�� TR. 2 � CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. TRACT OUNDARY- BOUNDARY- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ' d (� N MINIMUM 3 1 gl TA. 4+08.3_?_F L(RT. P.I. N10'04'40"W RAO. N89V5'41"W STA. 3+77.81 C.L, 28.GOE N0054'79"E 20.00STA. 4+1053, F.L. LT. _ 6PAT 7 1 STA. 4+10.75, F.L. RT. O 6" SEWER s8 / CL DRIVEWAY 4 a STA 3+9558. F.L. FREESIA WAY (STA. 2+70.41 TO 3+36.58) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 348 S=( 344 356 352 CONSTRUC110N NOTES: m O M LL O M } m 13M�� n 2 � CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. 3 1 gl TA. 4+08.3_?_F L(RT. P.I. N10'04'40"W RAO. N89V5'41"W STA. 3+77.81 C.L, 28.GOE N0054'79"E 20.00STA. 4+1053, F.L. LT. _ 6PAT 7 1 STA. 4+10.75, F.L. RT. O 6" SEWER s8 / CL DRIVEWAY 4 a STA 3+9558. F.L. FREESIA WAY (STA. 2+70.41 TO 3+36.58) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 348 S=( 344 356 352 3+00 ING 349 m 352 KS:] 4+00 J 344 �,�51% CONSTRUC110N NOTES: m O M p M O M X p I SEE SEWER AND STORM =( 35 � CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER I LL I 41 0 N I n 352 W mI I p I 0.40' AGGREGATE BASE I h L M j < CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. _� i7y m y a ^APP OXIMATE EXISTING' 5 Tea Ts '8 GROUND ® CENTERLINE; INE 3. i�� BE TYPE "A" WITH 3.5' OPENINGS ROXIMA EIASII CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 348 ( GROUND ® iINTERLI E ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O CURVE NUMBER FOR CURVE DESCRIPTION 51R � 5=025%I I �XISPNG PROPO D URB RET AN EST E ISTING 4RB RETURN PROPOSE WET FLOWLINE 3+00 ING 349 m 352 KS:] 4+00 J 344 �,�51% CONSTRUC110N NOTES: m Y O - PROPOSED SAWCUT LIMN LINE1. X p SEE SEWER AND STORM =( 35 Ot CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER I LL I I 0 N I n 352 FURNISH &INSTALL IRRIGATION CONDUIT N-�I----j---- 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE M j < CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. IC i7y m y a ^APP OXIMATE EXISTING' 5 Tea Ts '8 GROUND ® CENTERLINE; INE 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=ND. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 348 PER C.O.B. STD. S-12, � 5=0.25---I--- ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". I �XISPNG PROPO D URB RET AN EST FLO 348 _s 344 3+00 4+00 344 LEGEND: ,CONT.) CONSTRUC110N NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMN LINE1. 'B' SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ot CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 IR R FURNISH &INSTALL IRRIGATION CONDUIT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. IC FURNISH &INSTALL INTERCONNECT CONDUIT O DUAL UNITS STANDARD PLAN RSP A88A CASE A. 5 Tea Ts '8 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=ND. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. S-12, .UNLESS NOTED OTHERWISE. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". < TAPER NUMBER FOR TAPER DESCRIPTIONO5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESIGNATION: SECTION LEITER ® ITEM OF WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY q CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. sHEEr _ BIN- CALTRANS TYPE IV ARROW, LEFT OR RIGHT O PAINT PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER pYjxOF�' `}Na day r 1 ' AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. /,�F, ,�w�`R'La k of CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3"7 x AS APPUCABLE, TO BE PAINTED'T"'PT,+N c'�'�$ ,�r%'j ' +�j RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK / f SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER. l"' / lSTR� RKINGS TO BE PAINT iPCALTRANS pti\f` SSTTANDARDENT PER SPECIFICATION 8010-21C-19+THERMOPLASTIC 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. OF ALL TEMPORARY STRIPING SHALL BE NDN -THERMOPLASTIC. PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. it -> s 7 , tb-`j t N1Ts 3 4 s &��y VN (?S ONLY 1-I LUNIT 4 U(�IT 3 o2a ;t;tUCKMAN DRIVE SEE SHEET 7 di WCKMAN DRIVE SEE SHEET 7 ' 1f1 �y �N�1 nIwnl — _p��SI NNaN/— ooM NN IIl o1II S12rN' 1 R_3zsNoNJo IIIIoz—Ci 2pp4N0offN'm4 S32_nfV0 I 1 NooJff II)II 2- -B19 I VERp�1 8 �NFN tm0j1155p`-cMrw�+3 �ON�i_2�40N- _ Q� 1_- 70 43 44 22 3030' 'moSl n SN05 W + }^ oId } N n4 Q, , �a¢ oN 3 3 1+00 58924"3E 34000 733+0 23.90_ INTERSECnON 3 +t�l � + 74E W 4 - 1 N 30'w 30 COOK COURT SEE RIGHT LUDWIG LANE (STA. 10+00.00 TO 16+94.84) SCALE: 1" = 50' HORIZONTAL 7 16 CURVE TABLE LEGEND: (CONT.) A. 10+00.00, C.L WONG LN.- N=A. RADIUS LENGTH TANGENT DELTA A.11+32.32, C.L. WCKMAN DR. 31.42' 20.00' 90T10'o0" 2 35.00' 13.70' 6.94' 22.2535" 3 84.06 116.45'. 69.78' 7926'12" 4 35.06 2 it 10.90' 3435'01" 5 20.00' 40.34' 31.73' 115'33'23" 6 42.00' 98.53' 8 g 7 , 27.13' 14.29' 4474'55" SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © o 2 a N 1� Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT NII. CONSTRUCT SIDEWALK PER ST r a'" j W � W ci i W I 4.5' COMBINATION C.O.B. STD -3 o0 3 -0.25% 1 W I J _ PROPOSED WES FLOW HNE I r PROPOSED E�IST FL04JJNE I I s=o_aD I I DUAL UNITS STANDARD PLAN RSP A88A CASE A. W Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r1 � I—II COOK COURT SEE RIGHT LUDWIG LANE (STA. 10+00.00 TO 16+94.84) SCALE: 1" = 50' HORIZONTAL 7 16 GSSRY : 27h/5'�" i 3 13 •,�O y r til � i STS 4. i +gRF�nc),, ssoB4 12 \ < CGO G GR 11 CURVE TABLE LEGEND: (CONT.) m CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90T10'o0" 2 35.00' 13.70' 6.94' 22.2535" 3 84.06 116.45'. 69.78' 7926'12" 4 35.06 21.12' 10.90' 3435'01" 5 20.00' 40.34' 31.73' 115'33'23" 6 42.00' 98.53' 99.95' 13424'55" 7 35.00' 27.13' 14.29' 4474'55" GSSRY : 27h/5'�" i 3 13 •,�O y r til � i STS 4. i +gRF�nc),, ssoB4 12 \ < CGO G GR 11 10+00 11+00 348 344 12+00 13+00 14+00 15+00 16+00 13+00 14+00 LEGEND: (CONT.) m RT i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T = 5 VEKIICAL M 'R6-1" - ONE WAY "55-27 - END SCHOOL ZONE M m m W Mo o W 'R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 W W *R4-7" - KEEP RIGHT W "R81(CA)" - BIKE LANE > J o CROSS GUTTER LL W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES --1-- '-.---.._�.. "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 'a 'WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA r "W1-6' - SINGLE ARROW CODES. m m "Wi-1" - CURVE ARROW N "W3-3" - SIGNAL AHEAD < STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS M yO STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS `� < s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © o 2 a N 1� Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT NII. CONSTRUCT SIDEWALK PER ST r a'" j W � W ci i W I 4.5' COMBINATION C.O.B. STD -3 o0 3 -0.25% 1 W I J _ PROPOSED WES FLOW HNE I r PROPOSED E�IST FL04JJNE I I s=o_aD I I DUAL UNITS STANDARD PLAN RSP A88A CASE A. W Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r1 � I—II 3. ALL CATCH n a W j 1i I M ry M 'h w W COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND }Ij SEWER MANHOLES TO FINISHED GRADE. LL W I OW 00. W W Y m r W SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER . + ® 1+ I INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY SECTION LETTER A Qh �'-;o © I �� d� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) I REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. F " t— I _ 3M 1 �,;� CROON �i EN � � + —L L EDM aN ------- — it j INE — --+--� I -- �5=o.a7x� IS=_o.s1l —� Is— m u _ _� 1 � GTR ND. 0 C NTERUN min —.-� I -- i - -- ��-- - — _ I S--0.47 TOOT __ O% I __ _I _ I � _ __ __... .... __ _ }' _ o 0 34� S -O PRO �OSED NORTH FLO INE = ----r- -; --— f--- S=0151% — r ---1-- 7 ( PROP'QSED SO TH FLOV✓INE I I n 1 440—�1 M 1 N - {'� —� �— 341 • — ; -� -- � �i_-- �-- r ---- � -- ----T+I,- � �_� .—L__ 331, 10+00 11+00 348 344 12+00 13+00 14+00 15+00 16+00 10+00 11+00 LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.0.8. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.S. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. 12+00 13+00 14+00 LEGEND: (CONT.) m RT i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: < M CONSTRUCT 12' WIDE M 'R6-1" - ONE WAY "55-27 - END SCHOOL ZONE M m m W "R26(CA)" - NO PARKING "S4 -Y - SCHOOL "R2-1" W 'R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 W W *R4-7" - KEEP RIGHT W "R81(CA)" - BIKE LANE > J o CROSS GUTTER LL W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES --1-- '-.---.._�.. "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY $ 'WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA r "W1-6' - SINGLE ARROW CODES. m m "Wi-1" - CURVE ARROW N "W3-3" - SIGNAL AHEAD < STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS M yO STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS `� M s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © o 2 m N Ip 1 M Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT NII. CONSTRUCT SIDEWALK PER ST r a'" r i v Qi �; ci i W I 4.5' COMBINATION C.O.B. STD -3 3 -0.25% 1 W I J _ PROPOSED WES FLOW HNE I r PROPOSED E�IST FL04JJNE I I s=o_aD I I DUAL UNITS STANDARD PLAN RSP A88A CASE A. W Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r1 � I—II 3. ALL CATCH n a Y J j 1i I M � M M w I COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 14 SEWER MANHOLES TO FINISHED GRADE. LL W I m m n W W TAPER NUMBER FOR TAPER DESCRIPTION O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESICNATION: ® ITEM OF WORK - SEE SCHEDULE I INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY SECTION LETTER A I © I G7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) I REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. ,++ m r.�_{. _ AP OXIMA EXISTING m u _ _� 1 � GTR ND. 0 C NTERUN min —.-� I -- _. m - � - -- ��-- - — _ I = I S=0151% 7 ( PROP'QSED SO TH FLOV✓INE I I n N � 10+00 11+00 LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE P.C.C. TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.0.8. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.S. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. 12+00 13+00 14+00 LEGEND: (CONT.) m RT i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: < M 'RI -1" - STOP "W3-1" - STOP AHEAD M 'R6-1" - ONE WAY "55-27 - END SCHOOL ZONE M 'R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT W "R26(CA)" - NO PARKING "S4 -Y - SCHOOL "R2-1" W 'R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 W W *R4-7" - KEEP RIGHT W "R81(CA)" - BIKE LANE > J "W31(CA)" - END W/044-3 MARKER NOTE: LL W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES --1-- '-.---.._�.. "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 15+00 'WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA r "W1-6' - SINGLE ARROW CODES. m m "Wi-1" - CURVE ARROW N "W3-3" - SIGNAL AHEAD v, —' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- o (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS `� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY 17+00 �� J II 2$ 0 o LUDNIG LANE 3 j 1 SEE LEFT 2 2 Tm W c3 Ij N ciLL I 20' '11 1120, ' "ice ,� �j HN 30 30 1 ¢ o } 99x�4R,R o N\f p F � FF u"ii LINT------ S\q 8 W 9'`S FJ J��pN NI `° � 21 CL DRIVEWAY (1 / 6 7 3 I STA. 9+33.05, F.L 1 o 4 4 R/W--N _ _ ------ '- N00352TE - it 00 @ INTERSECTION 58.OU C.L, O.00RT= 132.29' b I 1 STA. 11+32.29, C.L. COOK CT= 28.23, F.L LT. M 28.23, F.L RT. � 7 3 I STA. 13+40.00, C.L. LUDWIG LN. 9k •`` 1� 6 II. J .` iWl , 20 Gw F= o/ ari jjl+`DWod 1�LL 5 yh w/ w ti4 1� roma �� d �� ++ 7 P--LUDBIG LANE 19 00 SEE LEFT 348 344 Kf:9 33- 36 348- 348 344 344 COOK COURT (STA. 10+00.00 TO 11+32.29) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL h M {V m < M 6 M < M M M qpj W W W W W W W > J LL J O --1-- '-.---.._�.. ILL 15+00 16+00 r m m m n n N v, —' NOTES: Oar N o ; o i p yWj APPftO%IMAT ETERL GRO�IND ®CNTERLIN i k m N d ti Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT NII. CONSTRUCT SIDEWALK PER ST r a'" r i v Qi �; ci i W I 4.5' COMBINATION C.O.B. STD -3 IR -0.25% I s=�o.zsx I ! _ PROPOSED WES FLOW HNE I r PROPOSED E�IST FL04JJNE I I s=o_aD I I DUAL UNITS STANDARD PLAN RSP A88A CASE A. Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT r1 � I—II 3. ALL CATCH n a I j i I I I I M M I I COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O1 CURVE NUMBER FOR CURVE DESCRIPTION I W W W TAPER NUMBER FOR TAPER DESCRIPTION O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESICNATION: ® ITEM OF WORK - SEE SCHEDULE I INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY SECTION LETTER A I © I PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) I REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. /W 348 SS7 11+00 ' 336 �1 344 340340 M M M W W W > J W W m --1-- '-.---.._�.. —� 336 15+00 16+00 10+00 al h N r NOTES: t0 N > "B" 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN k CONSTRUCT TYPE CURB &GUTTER PER C.O.B. STD ST -1 � � Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT rn APP OXIMATE�EXISnNG� I GRO ND ®CFNTERLINE� CONSTRUCT SIDEWALK PER ST r a'" r i v Qi �; ci i W I 4.5' COMBINATION C.O.B. STD -3 IR FURNISH & INSTALL IRRIGATION CONDUIT I s=�o.zsx I ! CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED r PROPOSED E�IST FL04JJNE I I s=o_aD O DUAL UNITS STANDARD PLAN RSP A88A CASE A. Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. ALL CATCH T_ I i I I I ER STD. S-12, UNLESS NOTED OTHERWISE. I I ® �1 344 340340 CALTRANS TYPE IV ARROW, LEFT OR RIGHT O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. lk� i CALTRANS TYPE ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 rAja e"Y t,z\ AS APPLICABLE, TO BE PAINTED RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK�'`1/' 4 • #'�k NOTE: YrF / fr y t SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1D REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 'vit PSP PAINT DETAIL 22 c„`gCAliFfl ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 11 (DOUBLE -YELLOW) STRIPING USING PAINT PER - • CALTRANS STANDARD SPECIFICATION 8010-21C-19. (j -.Z7'%4 vN n'5 '6-9 6WL7 ) p� 336 336 ---'— 1--' --1-- '-.---.._�.. —� 336 15+00 16+00 10+00 11+00 LEGEND: (CONT. CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE "B" 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Oj CONSTRUCT TYPE CURB &GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT SIDEWALK PER ST 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 4.5' COMBINATION C.O.B. STD -3 IR FURNISH & INSTALL IRRIGATION CONDUIT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ---IC ---FURNISH & INSTALL INTERCONNECT CONDUIT O DUAL UNITS STANDARD PLAN RSP A88A CASE A. Tga TPs 'res FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. ALL CATCH BASINS TO BE TYPE OT WITH OPENINGS 7R3=No. 3 i/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. ER STD. S-12, UNLESS NOTED OTHERWISE. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O1 CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". O TAPER NUMBER FOR TAPER DESCRIPTION O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESICNATION: ® ITEM OF WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY SECTION LETTER A CONSTRUCT 26' BOTTOM VADTIi DRIVEWAY W/3' WINGS © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. SHEET WHERE SECTION IS SHOYM CALTRANS TYPE IV ARROW, LEFT OR RIGHT O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. lk� i CALTRANS TYPE ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 rAja e"Y t,z\ AS APPLICABLE, TO BE PAINTED RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK�'`1/' 4 • #'�k NOTE: YrF / fr y t SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1D REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 'vit PSP PAINT DETAIL 22 c„`gCAliFfl ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 11 (DOUBLE -YELLOW) STRIPING USING PAINT PER - • CALTRANS STANDARD SPECIFICATION 8010-21C-19. (j -.Z7'%4 vN n'5 '6-9 6WL7 ) p� P.I. 9 STA. 9+59.97 C.L. STA. 9+10.05, FL STA. 9+48.15, F.L. i 491. SIN. UNIT 3 CURVE TABLE LEGEND: ABBREVIATIONS 22 sN RADIUS LENGTH TANGENT DELTA 1 42.00 99.65' 023 13556'19" 2 20.00' O m a 3 UNF 4 20.00' 90"00'00" 31 N U� �w a V 9E STIR 5 42.00' 60.96' 37.26' 83'09'15" 6 SEE SHEET SEE SH 2 N 13'32'10" uJ. V J UwZ VV 2129'15" 8 500.00' 187.51' 94.87' 212915' LL I' LUDN7G LANE 16 ry m o++ SEE SHEET 3 15 - So Q N m J jJ I J N 'O J 1 LL .I �j� oo 20' 20' ,� z o n 1 30 30' m M?N p F 2 L�;; 2N I �i z r"t N n rv¢ 3 1 I 3 cs 2-F"_+ f N54'49'32"W 20.00' � I 3 � N3510'28'E " 5 ... VI N3510k6"E 1� m _66.75' _ _ X00 _ _ s UNIT 3 mom; LL 1 i61 � o m r .� N r "' �I r m 3+ ry 3+ M+ ++ ti oim 23ioci `62mmQ o od nw4 .-+ .++ 12 1 14 Qro wN� drn m mm CALATRAVA DRIVE (STA. 10+00.00 TO 16+19.29) SCALE: i" = 50' HORIZONTAL 25 CMTTM UNT 2 N ' 24 CURVE TABLE LEGEND: ABBREVIATIONS 22 sN RADIUS LENGTH TANGENT DELTA 1 42.00 99.65' 023 13556'19" 2 20.00' 40.34' 31.73' 115'33'23" 3 20.00' 31.42' 20.00' 90"00'00" 31 3 2 o �w a V 9E STIR 5 42.00' 60.96' 37.26' 83'09'15" 6 SEE SHEET SEE SH 2 N 13'32'10" uJ. 520.00' 195.02' 98.67' 2129'15" 8 500.00' 187.51' 94.87' 212915' LL I' F ry ULL - J Q N m J jJ I - N 'O J 1 LL .I �j� oo 20' 20' ,� z o n 1 30 30' m p F V FF 2N I �i z r N n rv¢ w mm I N 3 cs f � I\w � " IY VI R/W m " / 4U9 - - ml 3 3 NI 3 13+00 P137 Ne' "' N351028"E323.51' - -S +05 SEWER mom; LL 1 i61 � o m r .� N r "' �I r m 3+ ry 3+ M+ ++ ti oim 23ioci `62mmQ o od nw4 .-+ .++ 12 1 14 Qro wN� drn m mm CALATRAVA DRIVE (STA. 10+00.00 TO 16+19.29) SCALE: i" = 50' HORIZONTAL 25 CMTTM UNT 2 N ' 24 CURVE TABLE LEGEND: ABBREVIATIONS 22 CURVE RADIUS LENGTH TANGENT DELTA 1 42.00 99.65' 023 13556'19" 2 20.00' 40.34' 31.73' 115'33'23" 3 20.00' 31.42' 20.00' 90"00'00" 4 480.00' 180.02' 91.08' r 5 42.00' 60.96' 37.26' 83'09'15" 6 30.00' 7.08' 3.56' 13'32'10" uJ. 520.00' 195.02' 98.67' 2129'15" 8 500.00' 187.51' 94.87' 212915' LL I' F 2 ULL - J Q N m - N 'O 3• tyY � H r z p F V FF �i mom; LL 1 i61 � o m r .� N r "' �I r m 3+ ry 3+ M+ ++ ti oim 23ioci `62mmQ o od nw4 .-+ .++ 12 1 14 Qro wN� drn m mm CALATRAVA DRIVE (STA. 10+00.00 TO 16+19.29) SCALE: i" = 50' HORIZONTAL 25 CMTTM UNT 2 N ' 24 JJ 9+00 10+00 11+00 12+00 13+00 514+00 15+00 16+00 „�n �T CURVE TABLE LEGEND: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1 42.00 99.65' 103.79' 13556'19" 2 20.00' 40.34' 31.73' 115'33'23" 3 20.00' 31.42' 20.00' 90"00'00" 4 480.00' 180.02' 91.08' 21'29'15" 5 42.00' 60.96' 37.26' 83'09'15" 6 30.00' 7.08' 3.56' 13'32'10" 7 520.00' 195.02' 98.67' 2129'15" 8 500.00' 187.51' 94.87' 212915' JJ 9+00 10+00 11+00 12+00 13+00 514+00 15+00 16+00 „�n �T LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT LEGEND: ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE M3 C.L. CENTERUNE B.V.C. BEAN VERTICAL CURVE 'R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT ELEV. ELEVATION E.V.C. END VERTICAL CURVE OTAPER B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "R4-7" - KEEP RIGHT E.C.R. END CURB RETURN PR.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT N COMPOUND CURVATURE "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES E.C. END CURVE P.C.C. TOP OF CURB P.I.V-C. POINT OF INTERSECTION T.P. TN N PAVEMENT "WI -6" - SINGLE ARROW CODES. N VERTICAL CURVE F.C. FINISH CONCRETE QQ "W3-3" - SIGNAL AHEAD FURNISH & INSTALL SURVEY MONUMENT PER C.O.S. STD. ST -13. Q ® EXISTING SURVEY MONUMENT + CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIN PER C.O.B. STD. T-1. + ® FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -0- SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. -� FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R7 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: is "Ri-0" - STOP "1Y3-1" - STN AHEAD M3 "R6-1" - ONE WAY 'S5-2" - END SCHOOL ZONE 'R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT O "R26(CA)" -. NO PARKING "S4-3" - SCHOOL OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ® "R4-7" - KEEP RIGHT ANN "R81(CA)" - BIKE LANE °W31(CA)' - END W/OM4-3 MARKER NOTE: "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "M-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA qOp "WI -6" - SINGLE ARROW CODES. "W'1-1" - CURVE ARROW "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS - S SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY PROPOSED SAWCTIT LIMIT UNE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT M3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ANN STCT 26' BOTTOM MOTH WNGS PPER CAB STD. ST -4. (UNLESS OTHERWISE RWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW qOp AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 SIGN WITH- RED TYPE "N" MARKER AT UNIT BOUNDARY © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION SECTION TETTER L---_�4p SHEET WERE SECTION 15 SHOMN 2 U141-rS a 9 ONLY it lJ i'I� 3-d•S o4�1I.� r U NT 9 U NT 8 11 GIOCEE SH AVENUE `° 8 7 6 5 N ~ LTD WAY 15 SEE SHEET 9 6 16 0 11 10 0 0< 4 3 2 w N N Tj I I e� <^I jl jI JI jl jl jl 1 0 l 1 20" 20' 30' 30 > rn tiLL1J °' c NI rnl m1 rnl ml - I �ti� Iv; ¢ l oo po a a mm o ci a q vlvlwLL m m a - rn 9 N Q p + 6 p 6 N NN O j < > O } N bl > h MI } 6 O�O� �m z ONi ++ +I a � �I m I yv oo I>-1 o m- ^I nl i n x ryNl"ml lrn M I I w+ < 3+ m 3 N ; 3+ f 3 ,+` z mm o m nI m rc - F rc f r l I^ > a l �_I M F I > a F' I o n a m ` z a E r- ¢ dl IN dl FI & I o ° 1¢-',a o¢ a¢ rn o r o r dd a m v d vl o la-' � H Z I -F- m FQ- O IQ- O HHOW � � IQ- N � 14 ZI mm NN o d I �N ym-- NZO N -+m - I `R/W J I! I I 3 � - __ 1 6 W-31 18° DRAIN --- I � / S89'24'33_"E 18" GRAIN 798.95*1 1 INTERSECTION - - ° _ .] 2y0p _ _ p - - _ p _ _ p - _ 1 _ _ EX. /8" DRAIN__ 0 10+00+00, Cl. MACLURE DR= I 1 s B" SEWER s s -s - It. - -- __- 4. 13+90.07, Cl. GIOCONDO AVE. ( 1 8" SEW. 8° SEWER 0 6" SEWER r; 1 EX B"sSEWfR-- 13 � 3 - - 18" DRAIN n, R/W 1 J w 524+02 4 h 2 7 w wl 41 4wmo OO "I OI N O O I o I JLL m+ �Jj 17 'a °°"!.MI>I o >,n o" }Qo ro I ti z� itiLL -H zJJ» o3+a..i, $ oo <mm DRILL SITE 12 GIOCONDO AVENUE 12 13 14 � 15 � m� 7 �; SEE SHEET 9 �i �� ? �� V aao 16 1 / t as l tJ fAln NN ...FFA ...� 50.00 FT. %+00 11+00 -0.20' A.C. PAVING LEGEND: 4.5' SIDEWALK 090' AGG BASE 0.50' COMPACTED O.G. TO - IJ ABBREVIATIONS MIT` R1. WM1VL MACLURE DRIVE INTERIOR STREET SECTION D C.L. w` jF ELEV. ELEVATION E.V.C. END VERTICAL CURVE R1 J_ ,mm BEGIN CURB RETURN P.I. POINT OF INTERSECTION °R7-1° - STOP "W3-1' - STOP AHEAD E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 3 B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE °R26(CA)" - NO PARKING "S4-3° - SCHOOL E.C. END CURVE P.C.C. TOP OF CURB cry P.I.V.C. w la O OF VERTICAL CURVE F.C. FINISH CONCRETE Q MN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (STA. 10+00.00 TO 17+98.95) O5 EXISTING SURVEY MONUMENT + "II - SINGLE ARROW CODES FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + z FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C0B. STD. ST -14. -� STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SCALE: 1" = 50' HORIZONTAL CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS s ` 2 M ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1> T7 CALTRANS TYPE I ARROW ---- w < Mwo w 1" = 5' VERTICAL SHEET 5. !N > p, m o w O _ � STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 m ++HAWK9A00R SERI PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER W wm o CALTRANS STANDARD SPECIFICATION 8010-21C-19. "L, SEE SHEET 6 PARK F U U dd i Q o+,m K s o ti co o AA NNom�� N v SITE 46 �e - - - - F-- Y a --- -- r- -+ 9040D'oo" - - - - l._ W } - �- SCALE: 1" = 50' HORIZONTAL > > `Ys°- Kar -_ UND ® O m x o N q,q, s -Ln% ~--- n� > p -�G4 Zw �O3tr �P PROPOSED N TH FLOIVIINE s� o� 36I I �w i-_��__ o� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 00 Nj N p �o M Im W W M � w IM m riM a .p, 4 Ily z IF `T ��ir + 00 <� o m 1481p I f0 APPROXIMATE X_II 44" S1 _-_ = GP -- --_ - - - _Sji'L "m P OPOSED SOUTH FLawtNE 6 1401- Z I O J F i _Z U Q W > U cr OA W cr w Hcac V %+00 11+00 12+00 13+00 14+00 R/W 8 STREET 2% -0.20' A.C. PAVING LEGEND: 4.5' SIDEWALK 090' AGG BASE 0.50' COMPACTED O.G. TO - IJ ABBREVIATIONS MIT` F.L. FLONINE P.O.V.C. POINT ON VERTICAL CURVE INTERIOR STREET SECTION D C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE jF ELEV. ELEVATION E.V.C. END VERTICAL CURVE R1 J_ B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION °R7-1° - STOP "W3-1' - STOP AHEAD E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 3 B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE °R26(CA)" - NO PARKING "S4-3° - SCHOOL E.C. END CURVE P.C.C. TOP OF CURB cry P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT °R81(CA)" - BIKE LANE O OF VERTICAL CURVE F.C. FINISH CONCRETE Q "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Oo O5 EXISTING SURVEY MONUMENT + "II - SINGLE ARROW CODES FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + z FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C0B. STD. ST -14. -� STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. 12+00 13+00 14+00 R/W 8 STREET 2% - - TRACT BOUNDARY -- - - - - - - - - -- UNIT BOUNDARY 1btUU 16+UU 1Z+UU R/W 5' ALTERNATE LOCAL STREET SECTION:* I 0.20 FEET (MIN.) OF A.C. OVER 0.50 FEET OF AGG. BASE OVER 0.50 FEET (MIN.) OF % SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 40 THEN COMPACTED TO 95% eaocreO� RELATIVE DENSITY. 'i SIDEWALK AND GUTTER 346 125% 344 340 336 346 125% 344 0 18+00 336 -0.20' A.C. PAVING t 4.5' SIDEWALK 090' AGG BASE 0.50' COMPACTED O.G. TO - IJ 95% RELATIVE DENSITY. MIT` CURB AND GUTTER * I INTERIOR STREET SECTION D Z SCALE 1"=10' HORIZ. 5 jF 1"=5' VERT. LEGEND: (CONT") R1 J_ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: I °R7-1° - STOP "W3-1' - STOP AHEAD IC "R6-1" - ONE WAY S5-2" - END SCHOOL ZONE 3 "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT CE INTERSECTION I °R26(CA)" - NO PARKING "S4-3° - SCHOOL (CA) SIGN WITH OM4-3 "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 cry 'R4-7" - KEEP NIGHT STA 15+8993 CL JAY^"^' u _ °R81(CA)" - BIKE LANE O "W31(CA)" - END W/OM4-3 MARKER NOTE. "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES MARKER. BARRICADE IS TO 'W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY O5 °Wi 7° - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA NCO'35'27"E "II - SINGLE ARROW CODES O "WI -1" - CURVE ARROW z 'W3 -Y - SIGNAL AHEAD GO FROM FLOWLINE TO STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 3 m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - TRACT BOUNDARY -- - - - - - - - - -- UNIT BOUNDARY 1btUU 16+UU 1Z+UU R/W 5' ALTERNATE LOCAL STREET SECTION:* I 0.20 FEET (MIN.) OF A.C. OVER 0.50 FEET OF AGG. BASE OVER 0.50 FEET (MIN.) OF % SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 40 THEN COMPACTED TO 95% eaocreO� RELATIVE DENSITY. 'i SIDEWALK AND GUTTER 346 125% 344 340 336 346 125% 344 0 18+00 336 VEI,M7 nor r«�o�J FILO 5Jµ,0 L^415 m aLoL�'ITiI v F z SUMP�o t 'ZD) IJ -M MIT` 9 VEI,M7 nor r«�o�J FILO 5Jµ,0 L^415 m aLoL�'ITiI v F z SUMP�o t 'ZD) LENGTH -M am o I 'oN Z :re jF maiWLL ro I VEI,M7 nor r«�o�J FILO 5Jµ,0 L^415 m aLoL�'ITiI v F z a t o LENGTH I STA 13+61.41, C.L. HAM am o I 'oN 20.00' :re m I I ro I " IC 6 I 3 DUAL UNITS STANDARD PLAN RSP A88A CASE A. CE INTERSECTION I i (CA) SIGN WITH OM4-3 �, cry TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE STA 15+8993 CL JAY^"^' u _ INSTALL TME III BARRICADE a CURVE o LENGTH I STA 13+61.41, C.L. HAM PER CALTRANS STANDARD o 20.00' 'oN 20.00' :re FURNISH & INSTALL IRRIGATION CONDUIT I PLAN A73C NTH W-31 oW " IC 8" SENER 3 DUAL UNITS STANDARD PLAN RSP A88A CASE A. I i (CA) SIGN WITH OM4-3 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. cry TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ao COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O ni � MARKER. BARRICADE IS TO TAPER NUMBER FOR TAPER DESCRIPTION O5 1 NCO'35'27"E ITEM OF WORK - SEE SCHEDULE O INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY z CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS GO FROM FLOWLINE TO In Q 0 1 147.61 3 m A z� mai FLOWLINE. SEE DETAIL ON �LL JW Mwl CALTRANS STANDARD SPECIFICATION 8010-21C-19. T7 CALTRANS TYPE I ARROW ---- CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 1114 00 SHEET 5. !N mNWLL p, m W O _ � STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 m Q ++HAWK9A00R SERI 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER U wm w¢ CALTRANS STANDARD SPECIFICATION 8010-21C-19. "L, SEE SHEET 6 PARK F U U dd Q M K o ti co NNom�� N v SITE N K JAYDYN LANE DELTA Y a � CURVE TABLE a CURVE o LENGTH TANGENT o Mn o 20.00' 31.42 20.00' :re FURNISH & INSTALL IRRIGATION CONDUIT - oW -� IC N.I O DUAL UNITS STANDARD PLAN RSP A88A CASE A. I a CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. cry TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ao COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O ni � O1 TAPER NUMBER FOR TAPER DESCRIPTION O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ® ITEM OF WORK - SEE SCHEDULE O INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY z CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © In PER COB. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. A z� mai PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER �LL JW Mwl CALTRANS STANDARD SPECIFICATION 8010-21C-19. T7 CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 1114 00 +t !N mNWLL p, m W O AS DIRECTED BY THE ENGINEER. � STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 m <aLLw ++HAWK9A00R SERI 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER U wm w¢ CALTRANS STANDARD SPECIFICATION 8010-21C-19. "L, SEE SHEET 6 PARK F U U dd W t0 K o ti co NNom�� N v SITE N K JAYDYN LANE DELTA Y a � 9040D'oo" m (STA. 14+48.31 TO 15+89.93) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE yo O CURVE RADIUS LENGTH TANGENT CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1 20.00' 31.42 20.00' :re LEGEND: (CONIJ yo O CONSTRUCTION NOTES: �© PROPOSED SAWCUT UMIT UNE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 :re FURNISH & INSTALL IRRIGATION CONDUIT - CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED IC FURNISH &INSTALL INTERCONNECT CONDUIT O DUAL UNITS STANDARD PLAN RSP A88A CASE A. '83 igs �s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". O1 TAPER NUMBER FOR TAPER DESCRIPTION O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ® ITEM OF WORK - SEE SCHEDULE O INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. PER COB. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. A CALTRANS TME IV ARROW, LEFT OR RIGHT O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER �J AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. T7 CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 1114 AS APPLICABLE, TO BE PAINTED 0 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O AS DIRECTED BY THE ENGINEER. � STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER U CALTRANS STANDARD SPECIFICATION 8010-21C-19. 15+00 348 344 340 1836 KI 344 336 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECRON DESIGNATION: �cnoN IFrTER 2 stun WHERE 2 1 n 1 T\ • ST. 5(-y7-111 V N 7't5 ';_9 0 U Ly = yo O N �© O gz Vw Z - V m O Doan o w a o 0 Z I � Q J J Q y U W m J W t0 K o ti co N v O N K W 'm Y a � m o O m x o N n� > p V[� Zw ti �O3tr �P s� o� �w o� �o 00 00 6 Lu Z Q O J F i _Z U Q W > U cr OA W cr w Hcac V G 6 S F- ui V SOUTH ALLEN ROAD 348 344 m 336 344 340 336 M FI SEE SHEET 8 8 S8924'33"E 9 s wl 1 30.00' o H o BREUER i¢ 2 30.00' I e 86'38'04" to 'nw SEE SHEET 8 e< z 00 4 48000' Uzi 75.02' 17'45'55" a 20 155.03' 7814' 00 I � 161.24' 1 W 7 I �o I 94'32'33" 8 on SEE SHEET 5 1 � Z �¢ °' o nl i rc ml J w N I i ' ♦ T o m mmLLo ae wl rc N oLL o� 1 1 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 NN+ p 2 , W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK i z i mp STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT a 2 I NN y� \ Ip N p o� e j ' e V OZ I IN CALTRANS STANDARD SPECIFICATION 8010-21C-19. W O m + Xyay + � m J�o I � titin 2 NI 3 m F FH rnN R/W z pOC6 �/ (W ON N I 00 ca ,J 2m _ M� w - -c-MUTH ALLEN ROAD c+I mm SEE SHEET 8 348 344 m 336 344 340 336 1 SUMP =m Z, - O o F a4 w o N --O UNT g It. 7 M FI BEARING 8 S8924'33"E 9 s wl 1 30.00' o H o BREUER COURT 2 30.00' O e 86'38'04" f 'nw SEE SHEET 8 e< z 00 4 48000' Uzi 75.02' 17'45'55" 20 20 155.03' 7814' 00 w) 1" 161.24' ` W 7 I U H I 94'32'33" 8 on SEE SHEET 5 31.69' y �¢ °' o nl c� rn ml m w N I ss OO ' ♦ T o m mmLLo ae wl rc N oLL o� 1 j oU z CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 NN+ m 2 , W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 7 AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N NN y� I jp N p K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 24 V W i00 ^ CALTRANS STANDARD SPECIFICATION 8010-21C-19. W O m Ni 0 S � m r � 2 NI 3 3 ♦` FH rnN R/W z in u+ �/ v 14- FF cam' ca ,J 2m _ M� w - mm / U 4- w 1 SUMP =m Z, - O o F a4 w o N --O UNT g It. 7 LINE I LENGTH BEARING 8 S8924'33"E 9 s wl 1 30.00' -1 o 30.72' II 2 30.00' O e 86'38'04" 3 WI I e< z 90'00'00" 4 48000' 148.83' 75.02' 17'45'55" m 500.00' 155.03' 7814' 00 w) 1" 161.24' ` W 7 I U H I 94'32'33" 8 on SEE SHEET 5 31.69' y �¢ °' o nl c� rn ml m w N I ss OO ' ♦ T NfO m N O O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. N m� o� 1 �� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 NN+ m 2 , W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 7 AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N NN y� I jp N p K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 24 ryN 0 NN 1lJAI ^ CALTRANS STANDARD SPECIFICATION 8010-21C-19. W O m Ni 0 � m r � I¢ NI O K O m w � v 14- FF ,J 2m M� w mm / U 4- w yP�yO 3 LINE TABLE LINE I LENGTH BEARING Li 1 29.58' S8924'33"E 20' CURVE TABLE PARK SITE 0 RADIUS LENGTH J It 1 30.00' -1 o 30.72' II 2 30.00' O e 86'38'04" 3 20.00' I e< z 90'00'00" 4 48000' 148.83' 75.02' 17'45'55" m 500.00' 155.03' 7814' 00 yK 1" 161.24' ` W 7 I U H I 94'32'33" 8 on SEE SHEET 5 31.69' y �¢ 9 m W c� 3 EXISTING SURVEY MONUMENT m . 'm N N v ss OO TWE. Ne IL Y:• ElNF ]c. �.. °��• "I L CURVE TABLE PARK SITE CURVE RADIUS LENGTH / It 1 30.00' 47.84' 30.72' II 2 30.00' O e 86'38'04" 3 20.00' 31.42' 20.00' 90'00'00" 4 48000' 148.83' 75.02' 17'45'55" 5 500.00' 155.03' 7814' SLL 20' 20' 6 1" 161.24' -;� 30' 30' 17'45'55" 7 o+ :+ JAYDYN LANE 21.65' 94'32'33" 8 on SEE SHEET 5 31.69' y �¢ 9 480.00' W mN L DRILL SITE �B" SEWER R/W CURVE TABLE PARK SITE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.84' 30.72' 9121'56" 2 30.00' 46.41' 29.29' 86'38'04" 3 20.00' 31.42' 20.00' 90'00'00" 4 48000' 148.83' 75.02' 17'45'55" 5 500.00' 155.03' 7814' 17'45'55" 6 520.00' 161.24' 81.27' 17'45'55" 7 20.00' 33.00' 21.65' 94'32'33" 8 20.00' 31.69' 20.27' 90'46'50" 9 480.00' 108.43' 54.45' 12'56'35" DRILL SITE �B" SEWER R/W 14+00 15+00 PARK SITE 19 22"\ s y 18 72F 20 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE UU "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT w N mm HAWKSMOOR STREET W NO .. (STA. 10+00.00 TO 24+09.16) DRILL SITE �B" SEWER R/W U NT 8 14+00 15+00 11+00 19 22"\ s y 18 72F 20 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE n "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 4� N II. Jw oo i I? CENTERUNE B.V.C. BEGIN VERTICAL CURVE 4 23 ELEVATION E.V.C. END VERTICAL CURVE 1 2y� I.. B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA NN E.C.R. M n n O N ro F o N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. ¢ �4 r ¢ to P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS Jw SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE i Q ¢o FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 9 YT EXISTING SURVEY MONUMENT m . 'm N N N ss OO ' ♦ T NfO m N O O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. N m� o� 1 �� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 NN+ m 2 , W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 7 AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N NN y� I jp N p K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 24 ryN U NT 8 m _o 14+00 15+00 11+00 19 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 18 72F 20 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE n "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 4� N II. Jw oo i I? CENTERUNE B.V.C. BEGIN VERTICAL CURVE 4 wo�t�l ELEVATION E.V.C. END VERTICAL CURVE 1 2y� I.. B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA NN E.C.R. M n n O N ro F o N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. ¢ �4 r ¢ to P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE 0 Q ¢o FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. +++ EXISTING SURVEY MONUMENT ° . 'm N N Z ss OO �� � i ♦ T 1 T-1. O O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. N m� o� 1 �� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 F N F m W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 7 AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N NN y� I jp N p m _o 14+00 15+00 11+00 12+00 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: 72F - - - - - - - - - - - "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE n "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT ��1 N II. Jw oo i C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE "R81(CA)" - BIKE LANE wo�t�l ELEVATION E.V.C. END VERTICAL CURVE '11114-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES I.. B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA NN E.C.R. M n n O N ro F o N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. ¢ �4 r ¢ to P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE 0 Q ¢o FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. +++ EXISTING SURVEY MONUMENT ° . 'm N N Z ss OO �� � i ♦ T 1 T-1. O O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. N m� o� 1 �� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 F N F m W V m as = RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 7 AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N NN y� I jp m _o 14+00 15+00 11+00 12+00 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: "R1-1" - STOP 'W3-1" - STOP AHEAD - - - - - - - - - - - "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE n "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT ��1 N o Jw oo i C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE "R81(CA)" - BIKE LANE W, ELEVATION E.V.C. END VERTICAL CURVE '11114-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES I.. B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA NN E.C.R. M n n O N ro F o N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. END CURVE P.C.C. TOP OF CURB STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS r ¢ to P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS Q - - - - - - - - - - - - UNIT BOUNDARY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 'm EXISTING SURVEY MONUMENT M . 'm N � H � �� � i ♦ T 1 T-1. M (P4 N FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. � H O CALTRANS STANDARD SPECIFICATION 8010-21C-19. N¢ �� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 1 Z O F 1J N W V m RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT OMiN ++�v�i= ^ PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. jp N p K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 24 ryN 0 NN 1lJAI ^ CALTRANS STANDARD SPECIFICATION 8010-21C-19. W m Y a � m r � m _o 13+00 14+00 15+00 11+00 12+00 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: "R1-1" - STOP 'W3-1" - STOP AHEAD - - - - - - - - - - - "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ABBREVIATIONS "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT rs F.L. BOWLINE P.O.V.C. POINT ON VERTICAL CURVE "R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 IR C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE "R81(CA)" - BIKE LANE ELEV. ELEVATION E.V.C. END VERTICAL CURVE '11114-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES b B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA re3 rgs I$s E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "WI -1" - CURVE ARROW B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. END CURVE P.C.C. TOP OF CURB STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS Q - - - - - - - - - - - - UNIT BOUNDARY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 'm EXISTING SURVEY MONUMENT M OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. �� � i FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. M FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. ST -14. CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 AS APPLICABLE, TO BE PAINTED W V m RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ii PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER y CALTRANS STANDARD SPECIFICATION 8010-21C-19. W m Y a � m O m w � v Ax� r M� w U 4- w yP�yO -..,_. w� o� N5 KU , Z0 N �w �- V -O �N I1 m � EX STING moo 5 XAPPRO)rIMATE - �I -11 Al GROUN® RUNE I _ O O Ste -0.60% I O O N I S -b.49% =0.258 'I _- �_- a ROPOSED SOUTH OWLINE M j b j I ------.- I r N m ¢< r I f << m 0) O I Jo LL `O r O O o O It- O 0 W r � _ m Q WF p v 2 W U WF Wt W 01 W - � m O O o CIS a Q FFa W _ F W � ui N � _._._-I 13+00 14+00 15+00 11+00 12+00 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: "R1-1" - STOP 'W3-1" - STOP AHEAD - - - - - - - - - - - "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ABBREVIATIONS "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT rs F.L. BOWLINE P.O.V.C. POINT ON VERTICAL CURVE "R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 IR C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE "R81(CA)" - BIKE LANE ELEV. ELEVATION E.V.C. END VERTICAL CURVE '11114-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES Ic B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA re3 rgs I$s E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "WI -1" - CURVE ARROW B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E.C. END CURVE P.C.C. TOP OF CURB STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE F.C. FINISH CONCRETE SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS Q - - - - - - - - - - - - UNIT BOUNDARY FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. �� � i FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CO.B. STD. ST -14. CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. 13+00 14+00 15+00 LEGEND: (CONT. 19+00 20+00 21+00 Rt i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCTION "R1-1" - STOP 'W3-1" - STOP AHEAD - - - - - - - - - - - "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE Oj "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT rs 'R26(CA)' - NO PARKING "S4-3" - SCHOOL "R2-1" O2 "R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 IR "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)- - END W/0144-3 MARKER NOTE: '11114-1' - DEAD END SIGN NUMBERS ARE FEDERAL CODES Ic "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY O "WI -Y - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA re3 rgs I$s °WI -6" - SING -LE ARROW CODES. "WI -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- o © STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. --s SEWER - REFER TO SEWER & STORM DRAIN PLANS is SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT. CONSTRUCTION NOTES: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Oj CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST IR FURNISH & INSTALL IRRIGATION CONDUIT -3 - CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED Ic FURNISH & INSTALL INTERCONNECT CONDUIT O DUAL UNITS STANDARD PLAN RSP A88A CASE A. re3 rgs I$s FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. TR3=No. 3 1/z SIZE TR5=No. 5 SIZE TRs=No. s azE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O CURVE NUMBER FOR CURVE DESCRIPTION o M GUTTER LIP TO A DEPTH OF 12". O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER ® ITEM of WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 7 O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER AS APPLICABLE, TO BE PAINTED CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 AS APPLICABLE, TO BE PAINTED W V m RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. K ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ii PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER N � CALTRANS STANDARD SPECIFICATION 8010-21C-19. 348 S_0.25% 344 336 348 S_0.25% 344 ulAr 161:e 22+00 23+00 24+00. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED SECTION DESIGNATION: SECIKKN LETTER ��) SHEET WHEREIE 2 /43'k�V�CtFESg/Oq c UN H5 e-0) ONl7 u O R Z:PJ - V rn o M h ^ � 0 Z I Q J � J Q <F W V m Z W cD K ow N � W m Y a � m m � v Ax� r M� > U 4- w yP�yO w� o� �w z= V �N moo O O O O m 0) O N Jo LL `O r O O o O It- O 0 W r _ m Q WF p v 2 W U WF Wt W 01 W m O O o CIS a Q FFa W _ F W � ui N � UNT 3 I �.�j I-_" it 2 1 m 2 3 a 4 6 RUBIK WAY LL LLI LL) 7 �w 8 9 w o 0 0,11 tiw _ nl z citi In `Pi m+ o iomiK w o Jr: j r ry rnm am r +1 r °4 no iu^i r ' �I r°D �I rm 1 w IF no m �nl `m on 1 <oa 3 mjl- nn 3^ 0 aur v noo + 3rn .N+ -I „+� ¢'n n o,vo an a� ¢ nnl tia o+ �'io o� oo� ±'�. w>� 3n EXISTING o�I o �I in \ ¢Iii cay pFQlm ��� I awl y N m o F Iz a,Z o ¢ ml oa z_ 17 SUMP n Q DRIVEW ((16') .3___ s_2N�ZYE8' SEWER -_s__ - _ EX. S" SNER_ r R/W EX.,6" SEWER .� 74+0041 8" SEWER _ NN STA. 9+70.44, - 1Tg�22 - E% 8' SEWER_ ----- — - + 0 D;£42�E -- 2i�__O,QD'-.. - _ _ —_ _— - -- _ _ EX. 24` DRAIN -'15 1 I g EX. 24" DRAIN �'X 24" DRAIN EX. 24" DRAIN -— J. f S8924'33 "E 3 I 3 � o I l $ � EX. 18 DRAIN TA. 9+76.14 C.L., 37.97RT.= 20.00 5 TA. 9+29.39, F.L LT. \ -- �........... -- - ..-� -- TA. 9+50.66, F.RT. 4 / v n �R/W ( 1 2 n n 5 5 /v 3 H 20' 20' N♦ r 30' 30'yT� r�/ �� CTR. CUL-DE-SAC Fs _ 1'v u o o n"Np' 1 J 43 Ind 42- .'N+^> `v J; m m g 10 + 2 / STA. 10+14.10 C.L. 20.00RT. " F( a o J Jn> n i cis 1� z uLLww oLL " m " o o z u� Jw O ;�I rii ( nn Ira- a �nww nnl 20 20' I nn a nM m a N minNw r vmmil w._ nn 30 '^ 30 3 m "� JJ LLW ++ o9� x ++ ++ WDWIG LANE d ""a Om Fa,' g �w mro ooh SEE SHEET 3 6 d¢ �� BEWNGER STREET yN rFoa ti dd SEE SHEET 2 '3 ¢IQ dd �I � NN �� V Fa-FOW ONi mry (i NV12� m mN W NA O NN +++52 NIAZO +t o+ 00 00 45 aN wmN r LUCKMAN DRIVE LEGEND: (CONT.) CURVE TABLE LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: CURVE ABBREVIATIONS LENGTH F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE `R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE 87.80' ELEV. ELEVATION E.V.C. END VERTICAL CURVE `R4-7° - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 13'32'10" E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 4 E.C. END CURVE P.C.C. TOP OF CURB "W11-13" - SINGLE ARROW CODES. P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT 2000' "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE fl ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 70.93' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT -+- ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD T-1. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL MEMO STREET NAME SIGN PER C.O.B. STD. T-1. -o- 118.76' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 1336'33` 9 FURNISH It INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND: (CONT.) CURVE TABLE Rl J_ FURNISH & INSTALL TRAFFIC SIGNS PER CO.B. STD. T-19: CURVE "R7-1" - STOP "W3-1" - STOP AHEAD LENGTH "R6-1" - ONE WAY "S5-2" - RD SCHOOL ZONE DELTA `R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 42.00' `R26(CA)" - NO PARKING "54-3" - SCHOOL 87.80' `R3 -CR" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 2 `R4-7° - KEEP RIGHT 709' "RB1(CA)" - BIKE LANE 13'32'10" `W31(CA)" - END W/OM4-3 MARKER NOTE: 42.00' "W14 -i" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 93.56' "11114-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 4 "W1 7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 3846' "W11-13" - SINGLE ARROW CODES. 62'57'52" `WI -1" - CURVE ARROW 2000' "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEVER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER It STORM DRAIN PLANS 70.93' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - - UNIT BOUNDARY 4x4" WOOD POST OR 2" I.D. STANDA j GALVAN12ED PIPE STANDARD W31(CA) SIZE 30"x30" 4• MINIMUM 4151 2' MIN. l!—lU ul J� LIr II w INSTALL TYPE III BARRICADE PER CALTRANS STANDARD \ PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO CURVE TABLE FLOWUNE. SEE DETAIL a o CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 94.47' 87.80' 1285223" 2 30.00 709' 3.56' 13'32'10" 3 42.00' 9356' 93.56' 1273739" 4 35.00' 3846' 21.43' 62'57'52" 5 2000' 3142' 20.00' 90'00'00" 6 480.00' 70.93' 35.53' 08'28'01" 7 20.00' 33OY 21.65' 943233" 8 500.00' 118.76' 59.66' 1336'33` 9 520.00' 84.72' 42.45' 09'20'04" 10 1 20.00' 1 31.69' 20.27' 90'46'50` 4x4" WOOD POST OR 2" I.D. STANDA j GALVAN12ED PIPE STANDARD W31(CA) SIZE 30"x30" 4• MINIMUM 4151 2' MIN. l!—lU ul J� LIr II w INSTALL TYPE III BARRICADE PER CALTRANS STANDARD \ PLAN A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO 6'z FLOWUNE. SEE DETAIL a o BELOW. 3 "> n nm � OU m� w N� STANDARD 01114-3 SI2E 18 xl8" PORTLAND CEMENT CONCRETE 2' MIN. STANDARD TYPE III BARRICADE NO SCALE ILI] III I 11011 Si. , 22 LO' l }0 \ Q INTERSECTION S72 -25'00"W RAD STA. 16+78.91 C.L, YEADON WY= (STA. 22+24.62 CL, HAWKSMOOR ST. 11 20 YEADON WAY (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL w w \o W w LL � OZ b O 348 1348 SLOPE 2:1 TO MATCH EXISTING 344 344 APP GR OEM 1 340 340 SLOPE 2:1 TO MATCH EXISTING 344 APP GRO 340 U o � "> n � w w 2 a= a m w PROPOSED m E ST F O INE S= 0.25% =0.85% OXIMATE EXISTING a ND 0 CE4TERLJNE ,`rr n >w w ww �■ SLOPE 2:1 TO MATCH EXISTING 344 APP GRO 340 U o � "> n � w w 2 a= a m w PROPOSED m SLOPE 2:1 TO MATCH EXISTING 344 APP GRO 340 U N K PROPOSED m E ST F O INE S= 0.25% =0.85% OXIMATE EXISTING a ND 0 CE4TERLJNE ,`rr n >w w ww 16+00 348 344 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: — — — — — — — — — — — — PROPOSED SAWCUT UMIT LINE1. SEE SEWER AND STORM, DRAIN PLANS FOR STORM DRAIN 10 CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD ST -1 PLANS AND DETAILS. M— FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS —PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER is FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE is FURNISH &INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. DUAL UNITS STANDARD PLAN RSP A88A CASE A. M3 '?3s FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH & INS SIZE TRC=NO. 5 SIZE 7RCON E 6 SIZE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. O4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESIGNATION: SECTION LETTER ® ITEM of WORK -SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY q ". CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' W1NG5 © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. �— — 2 I PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. SHEET CALTRANS TYPE IV ARROW, LEFT OR RIGHT Z PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER ti oU+ z,{ AS APPLICABLE, TO BE PAINTED O CALTRANS STANDARD SPECIFICATION 8010-21C-19. yti�, j, iaE -� A` +n JI,�,}j CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 A3 `w " ',">\ 1Sl '` AS APPLICABLE, TO BE PAINTED 0111, NOTE: O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK . ° ✓� t -- SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER.STRf/ PER IPING & PAVEMENT CALTRANS STANDARDRSPECFICATION TO BE 8010-2CB9. PAINT 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. v ,J 97 DCCA4lY"P�44 ®��^ 3.•/7 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19.UrA IS 3-4- S 0aJL UN 1-15 �,•9 6NL� I s a V +� 54.OGRT. z 54.04RT. 32+60.03 54.16RT. Z 54.35RT. N� UTH ALLEN R (STA. �N SCALE: 1" = 50' HORIZONTAL 32+85.03 1" = 5' VERTICAL a 56.50RT. 33+30.03 61.5CRT. 33+35.03 62.09RT. �i 62.59RT. 33+45.03 63.02RT. 33+50.03 63.38RT. 33+55.03 63.65RT. YOJ Le 63.84RT. fnS � 33+70.03 64.00RT. mm 11421'25' N M = i ma INSTALL TYPE III BARRICADE PER 62'57'52" "R4-7" - KEEP RIGHT m P.I.V.C. z 142ro8'37" "R81(CA)' - BIKE LANE 7'E p . CALTRANS STANDARD PLAN o N o Woo- ✓� o U OO min'^ A73C WTH WI -6L AND OM1 -3 moo W *W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY N 6" S .......... o 'WI -7' - DOUBLE ARROW (CA). (CA)INDICATES CAUFORNIA Qo o +$ MARKER. BARRICADE IS TO GO W t FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STI). T-1. "WI -i" - CURVE ARROW 'W3-3' - SIGNAL AHEAD �'--------- FROM FLOWLINE TO FLOWLINE W " W "' FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BRAIN PLANS �- v ¢"- SEE DETAIL ON SHEET 5. 1 o - s n c-i'm Inw y>j > FFA w EXISTING IRRIGATION LINE M © m ZF O C�fAmW mN N WNL ZIa` EXIST. R/W N r W 4. O li Q PROPOSED FUTURE MEDIAN 00 p JMW J J I I M LJj'1LL Y b Id' ..! WI fiR/OM1-3 N PROPOSED E.P NI r PROPOSED FUTURE MEDIAN I 29+00 -- 31+00 a N 32+00 N00'55.49"E 33+00 ! c '� 580.08 N IOD m 9 �L - U _ J _ - - 34+00 L 35+00 Io+ ++ - - - - - - 2 BLANK-CONBUITB FOR FUTURE MED IAN W7-6LjOM1-3 I+ >' y ti - I HAWKSMOOR STREETS 6 �� 18" DRAM S - s 18° SEWER s s o s EXIST. R/W EXISTING VACANT LAND 2 o O18" DRAIN 0 U -- O 1 2X10'�( I Ir. 30'30' 3 �J I } Lj1. �LL JJ o' `rte HAWKSMOOR ST. z No J rnrn SEE SHEET 6 0+0 N o o m W rH 0 M �. MM U rr 2 MM m Nln Z F (6 FQ W NIA W N m !A(n m NN SLOPE 21 MATCH EXI GROUND 340 UNIT 9 -LANDSCAPE LOT � ocsa w TAPER DATA NO.<,> Cp STATION OFFSET FROM Ck a V +� 54.OGRT. M F Mel 54.04RT. 32+60.03 54.16RT. Z 54.35RT. N� UTH ALLEN R (STA. 29+20.48 TO 36+40.03) SCALE: 1" = 50' HORIZONTAL 32+85.03 1" = 5' VERTICAL -LANDSCAPE LOT � ocsa w TAPER DATA NO.<,> Cp STATION OFFSET FROM Ck 32+50.03 54.OGRT. 32+55.03 54.04RT. 32+60.03 54.16RT. 32+65.03 54.35RT. 32+70.03 54.63RT. 32+75.03 54.98RT. 32+80.03 55AIRT. 32+85.03 55.9/RT. 32+90.03 56.50RT. 33+30.03 61.5CRT. 33+35.03 62.09RT. 33+40.03 62.59RT. 33+45.03 63.02RT. 33+50.03 63.38RT. 33+55.03 63.65RT. 33+60.03 63.84RT. 33+65.03 63.96RT. 33+70.03 64.00RT. I MOM J W Z HHJ W 1~A � I L91 Nf/IW (I I_(_ i �g1w/I __ -/ _________ SEE CURVE TABLE LEGEND.: LEGEND: (CONTJ DRILL SITE RADIUS JJ>w JJ DELTA 1 tiLLW W FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Z a ma�'IJ mn n- C.L. m �nlJ[] rNr 30.00' U hh Qmj MM "R6-1" - ONE WAY '55-2" - END SCHOOL ZONE U B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O "R54" - NOT ENTER "54-2" - WHEN CHILDREN ARE PRESENT 30.00' U FF END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE O! 1Q -IQ -OW 42.00' OAD p 11421'25' Ypj SEE 336- 29+00 30+00 31+00 32+00 33+00 34+00 CURVE TABLE LEGEND.: LEGEND: (CONTJ CURVE RADIUS LENGTH ABBREVIATIONS DELTA 1 30.00' F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE R1 i VERT. CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE 91'21'56° °R7-1, - STOP °W3-1" - STOP AHEAD 30.00' ELEV. ELEVATION E.V.C. END VERTICAL CURVE 89'39'38" "R6-1" - ONE WAY '55-2" - END SCHOOL ZONE M B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION O "R54" - NOT ENTER "54-2" - WHEN CHILDREN ARE PRESENT 30.00' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE O! ° °R - NO PARKING "54-3" - SCHOOL 42.00' B.C. p 11421'25' Ypj M E.C. M 62'57'52" "R4-7" - KEEP RIGHT m P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 142ro8'37" "R81(CA)' - BIKE LANE 7'E OF VERTICAL CURVE F.C. FINISH CONCRETE LLR� "W31(CA)" - END W/OM4-3 MARKER NOTE: 11 1F0 176. \:J " "W14-1° - DEAD END SIGN NUMBERS ARE FEDERAL CODES OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. *W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY N 6" S .......... o 'WI -7' - DOUBLE ARROW (CA). (CA)INDICATES CAUFORNIA Qo W EXISTING SURVEY MONUMENT W t FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STI). T-1. "WI -i" - CURVE ARROW 'W3-3' - SIGNAL AHEAD FURNISH & INSTALL METRO STREET NAME SIGN PER CAR STD T-1. W STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS W W m FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BRAIN PLANS �- mh W FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. DET. ST -14. 1 - s q y>j ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. M © !in O �2 Na J w N M M �� O LL J N r W 4. O li Q 00 p JMW J J I I M LJj'1LL Y b Id' ..! J N NI o I f a[AP a N 00 Nm $ N IOD vn U _ J Z I 00 ++ +< I+ >' y ti u I HAWKSMOOR STREETS 6 �� - 3 f 4 w o SEE SHEET 6 348 O 0 ,o FF wmm m mmrn ern �Fd m od j+ m 5 �� MI a__Im N ;-__+U N BREUER COURT C MA E%ISTINtl (STA. 10+00.00 TO 11+76.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL GR ND 0 C TER INO 1 _ _ Lam' zmm �- - S 046% 1344 �.S 0.50% 5-050% PROP ED EAS�OWUNI___. TII� n d -- 340 J W a a a a I I Zip 336- 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 CURVE TABLE LEGEND.: LEGEND: (CONTJ CURVE RADIUS LENGTH ABBREVIATIONS DELTA 1 30.00' F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE R1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 30.00' C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE 91'21'56° °R7-1, - STOP °W3-1" - STOP AHEAD 30.00' ELEV. ELEVATION E.V.C. END VERTICAL CURVE 89'39'38" "R6-1" - ONE WAY '55-2" - END SCHOOL ZONE 20.00' B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 90'00'00' "R54" - NOT ENTER "54-2" - WHEN CHILDREN ARE PRESENT 30.00' E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 13'32'10° ° °R - NO PARKING "54-3" - SCHOOL 42.00' B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 11421'25' 3-5R" - RIGHT RN ONLY "R2 -I' - SPEED -LIMIT 20 35.00' E.C. END CURVE P.C.C. TOP OF CURB 62'57'52" "R4-7" - KEEP RIGHT 42.00' P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 142ro8'37" "R81(CA)' - BIKE LANE 7'E OF VERTICAL CURVE F.C. FINISH CONCRETE LLR� "W31(CA)" - END W/OM4-3 MARKER NOTE: 11 1F0 176. \:J " "W14-1° - DEAD END SIGN NUMBERS ARE FEDERAL CODES OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. *W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY N 6" S .......... o 'WI -7' - DOUBLE ARROW (CA). (CA)INDICATES CAUFORNIA Qo EXISTING SURVEY MONUMENT "WI -6' - SINGLE ARROW CODES. t FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STI). T-1. "WI -i" - CURVE ARROW 'W3-3' - SIGNAL AHEAD FURNISH & INSTALL METRO STREET NAME SIGN PER CAR STD T-1. -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BRAIN PLANS �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SID. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. M © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O TRACT BOUNDARY N -- --- - -- - -- - UNIT BOUNDARY 35+00 36+00 � V l SGS -12, (yr'JB v 6 17-% Rru- 1 SLh.N �5 3 DRILL SITE CURVE TABLE g HAWKSTREET CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 46.41' 29.29' 88'38'04" 2 30.00' 47.84' 30.72' 91'21'56° 3 30.00' 46.95' 29.82' 89'39'38" 4 20.00' 31.42' 20.00' 90'00'00' 5 30.00' 7.08' 3.56' 13'32'10° 6 42.00' 83.82' 65.12' 11421'25' 7 35.00' 38.46' 21.43' 62'57'52" a 42.00' 104.19' 12z4T 142ro8'37" � V l SGS -12, (yr'JB v 6 17-% Rru- 1 SLh.N �5 3 DRILL SITE UNT g HAWKSTREET ' SEEEESHEET 6 0 1 $ -__ I• za"' za' I n JI UR/FT- W� I- 30' 30 �4 LL wi � N jJ WI o c; of o CULL o1 2 NN T STA. 12+17.25 GL, 27.88RT.= W3 (o � as 3 0 0l + umin + 43i CL INTERSECTION � V l SGS -12, (yr'JB v 6 17-% Rru- 1 SLh.N �5 3 DRILL SITE SVIVII -__ I• r.L N11Z/UUt BHU. UR/FT- W� I- IL 2 NN T STA. 12+17.25 GL, 27.88RT.= CL INTERSECTION I 4 n 1 STA. 10+00.C.L.BRED R F.L. LT.= STA. 12+11.4141 C.L..L, HAWK MOOR OR r NOO.35 7'E LLR� 11 1F0 176. \:J " F.L. RT. N 6" S .......... � V l SGS -12, (yr'JB v 6 17-% Rru- 1 SLh.N �5 3 DRILL SITE 3 m 3 3 3 3 K LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: PROPOSED SAWCUT LIMIT UNEOj CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts PLANS AND DETAILS. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER iR FURNISH &INSTALL IRRIGATION CONDUIT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Ic FURNISH &INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. TR3 a DUAL UNITS STANDARD PLAN RSP A88A CASE A. 3, ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �@ Bs FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. 5-12UNLESS NOTED OTHERWISE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND , O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12".4. RAISE EXISTING SEWER MANHOLES TO FINISHED I <3> TAPER NUMBER FOR TAPER DESCRIPTION SO. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESIGNATION: SECTION LETTER ® ITEM OF WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY mom ©CONSTRUCT 26• BOTTOM WIDTH DRIVEWAY W/3' NiNGS OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 2 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET YMER 6 1l CALTRANS TYPE IV ARROW, LEFT OR RIGHT 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PERAS APPLICABLE, TO BE PAINTED O CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2T CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 111P AS APPLICABLE, TO BE PAINTED R ''/ir1� sr� •�-+ RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK r a 1 NOTE: SIO AS DIRECTED BY THE ENGINEER. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT r• g'+`+' ���3��7 STRIPING & PAVEMENT MARKINGS BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPEGFlCACATION 8010-21C-19. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. .r. re.a y-rq ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER V alb CALTRANS STANDARD SPECIFICATION 8010-21C-19. VW15 L3.9 ONLY / s 1•l'�rj7� Z -__ I• r.L N11Z/UUt BHU. T STA. 12+17.25 GL, 27.88RT.= n 1 STA. 12+ F.L. LT.= LLR� STA. 150.06, 2+50.07, F.L. RT. N o o M O N Uw O U4 f4 W 4. O 00 m N I I N as LJj'1LL Y b Id' - J N NI I I pOO (� a N 00 Nm $ N IOD vn U _ J I 00 ++ +< I+ >' y ti u HAWKSMOOR STREETS 6 �� - 3 f 4 w o SEE SHEET 6 f, m 0 ,o FF wmm m mmrn ern �Fd m od j+ m 5 �� W N N BREUER COURT (STA. 10+00.00 TO 11+76.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3 m 3 3 3 3 K LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: PROPOSED SAWCUT LIMIT UNEOj CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts PLANS AND DETAILS. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER iR FURNISH &INSTALL IRRIGATION CONDUIT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Ic FURNISH &INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. TR3 a DUAL UNITS STANDARD PLAN RSP A88A CASE A. 3, ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �@ Bs FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. 5-12UNLESS NOTED OTHERWISE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND , O CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12".4. RAISE EXISTING SEWER MANHOLES TO FINISHED I <3> TAPER NUMBER FOR TAPER DESCRIPTION SO. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER SECTION DESIGNATION: SECTION LETTER ® ITEM OF WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY mom ©CONSTRUCT 26• BOTTOM WIDTH DRIVEWAY W/3' NiNGS OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 2 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET YMER 6 1l CALTRANS TYPE IV ARROW, LEFT OR RIGHT 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PERAS APPLICABLE, TO BE PAINTED O CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2T CALTRANS TYPE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 111P AS APPLICABLE, TO BE PAINTED R ''/ir1� sr� •�-+ RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK r a 1 NOTE: SIO AS DIRECTED BY THE ENGINEER. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT r• g'+`+' ���3��7 STRIPING & PAVEMENT MARKINGS BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPEGFlCACATION 8010-21C-19. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. .r. re.a y-rq ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER V alb CALTRANS STANDARD SPECIFICATION 8010-21C-19. VW15 L3.9 ONLY / s 1•l'�rj7� Z INTERSECTION PARK SITE rL 30' LANDSCAPE-/ LANDSCAPE AREA 020' A.C.PAVING AREA 111I Ii Ili INAUVI ii woomm 4.5' SIDEWALK 0.55 AGO. BASE 4.5' SIDEWALK CURB AND CUTTER CURB AND GUTTER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY. TYPICAL INTERIOR STREET SECTION SCALE 1'=10' VERT. 9 1"=5' RT.T. CL S. ALLEN ROAD R/W P/L u' _ 711' 1" 95% MAX RELATIVE DENSITY TO 2' BEYOND E.P. SECTION — S. ALLEN ROAD (n ) SCALE 1"=10' HORIZ. 1"=5' VERT. STREET LEGEND: ABBREVIATIONS � F.L. FLOWUNE P.O.V.C. POINT INV VERTICAL CURVE AVENUE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE r ELEV. ELEVATION E.V.C. END VERTICAL CURVE OTAPER B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION w E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. z I E.C. END CURVE P.C.C. TOP OF CURB z P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT "WI 6" - SINGLE ARROW CODES. r o QQ Q— 3 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o EXISTING SURVEY MONUMENT + ti4 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. + ® FURNISH & INSTALL METRO STREET NAME SIGN PER C.0.8. STD. T-1. F �e} FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �- N I FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER Q0.6. STD. DET. ST -14. ul w 3 + Q n 4I I y mo f0 + i? w w >a w �"+ro+l- 2x m� 2% 2% 2% IoN�N3 LANDSCAPE-/ LANDSCAPE AREA 020' A.C.PAVING AREA 111I Ii Ili INAUVI ii woomm 4.5' SIDEWALK 0.55 AGO. BASE 4.5' SIDEWALK CURB AND CUTTER CURB AND GUTTER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY. TYPICAL INTERIOR STREET SECTION SCALE 1'=10' VERT. 9 1"=5' RT.T. CL S. ALLEN ROAD R/W P/L u' _ 711' 1" 95% MAX RELATIVE DENSITY TO 2' BEYOND E.P. SECTION — S. ALLEN ROAD (n ) SCALE 1"=10' HORIZ. 1"=5' VERT. UNIT 1AWKE1OM STREET LEGEND: ABBREVIATIONS � F.L. FLOWUNE P.O.V.C. POINT INV VERTICAL CURVE AVENUE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE r ELEV. ELEVATION E.V.C. END VERTICAL CURVE OTAPER B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC PONT OF COMPOUND CURVATURE 1Qyo2 E.C. END CURVE P.C.C. TOP OF CURB 6 n P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT "WI 6" - SINGLE ARROW CODES. r OF VERTICAL CURVE F.C. FINISH CONCRETE QQ Q— 3 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + ti4 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. + ® FURNISH & INSTALL METRO STREET NAME SIGN PER C.0.8. STD. T-1. F �e} FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �- N I FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER Q0.6. STD. DET. ST -14. UNIT 1AWKE1OM STREET 14 � Ic 15 AVENUE M 1 r O/ m OTAPER SEE SHEET IJ 1lz}Qi0" 11 A 1Qyo2 � < "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 6 n 20 2 ' 911 "WI 6" - SINGLE ARROW CODES. r IN J� Q— 3 ? z 1I ti4 �O SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SCALE: 1" = 50' HORIZONTAL F �e} IN m N I z ul w 3 + Q n 4I I y mo f0 + i? pl w >a w �"+ro+l- w m� EXIST. GRADE IoN�N3 IQ (m o f FI n 1 ( I tO RELATIVE DENSITY TO 2' +0 I SCALE t"=1(' HORIZ. 9 348 3>o1 1"=5' VERT. ALTERNATE COLLECTOR SECTION: 344 i IITf + II1l BASE OVER 0.60 FEET OF SUBGRADE TO BE mw iL R/W mFm I 15=051%. m 1 I ROUND CENTER NE -2 -I-N'- I w m 1 GRO OD ® EI RUNE I_- _4mM0 _T` — I In FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 14 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ic 15 AVENUE M 1 r O/ m OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ° 'R4-7" - KEEP RIGHT IJ 'RBI(CA)' - BIKE LANE 29.81' 1 "W31(CA)' - END W/OM4-3 MARKER NOTE: A � � < "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 6 n J� 911 "WI 6" - SINGLE ARROW CODES. r IN J� Q— 3 ? Q + O z t ti4 �O SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SCALE: 1" = 50' HORIZONTAL F �e} IN m N I z ul w 3 + Q n 4I I y mo f0 + i? pl w >a w �"+ro+l- w m� EXIST. GRADE kl 2 � aQ IQ (m o f FI od 1 I In FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R7 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ic GIOCONDO AVENUE M 1 r O/ m OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ° 'R4-7" - KEEP RIGHT ! 'RBI(CA)' - BIKE LANE 29.81' 1 "W31(CA)' - END W/OM4-3 MARKER NOTE: A � � < "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 6 n *VII - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 911 "WI 6" - SINGLE ARROW CODES. r IN J� Q— 3 ? Q + O I t ti4 �O SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SCALE: 1" = 50' HORIZONTAL mN w 4:1 TO w al z ul w c� m 1" = 5' VERTICAL 4I I HAWKSMOOR STREETS SEE SHEET 6 f0 o 20 w _ w m� EXIST. GRADE 344 340 336 10+00 ler A AGOA I SII z 2a' � 30' MACLURE DRIVE N SEE SHEET 5 16 1,1 I 7 1 ( 3 u � I I r i I i PENS NGERTROAD 10 SEE KEN pifl^ 340 336 10+00 11+00 12+00 13+00 14+00 15+00, FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R7 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ic GIOCONDO AVENUE M 1 r O/ m OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ° 'R4-7" - KEEP RIGHT ! 'RBI(CA)' - BIKE LANE 29.81' 1 "W31(CA)' - END W/OM4-3 MARKER NOTE: A � � < "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 6 n *VII - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 911 "WI 6" - SINGLE ARROW CODES. ly (STA. 10+00.00 TO 15+80.07) w -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS y n >w [V n SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SCALE: 1" = 50' HORIZONTAL © w 4:1 TO w z d w 1" = 5' VERTICAL ' n o w _ 2% EXIST. GRADE w 0.30' A.C. PAVING 0.30' A.C. PAVING n 0.60' AGO. BASE CURB AND r ( I SUBGRADE 0.60' COMPACTED O.Q TO CUTTER + ( 1 RELATIVE DENSITY TO 2' �.+ I SCALE t"=1(' HORIZ. 9 348 1"=5' VERT. ALTERNATE COLLECTOR SECTION: 344 i 0.30 FEET OF A.C. OVER 0.60 FEET OF AGG. BASE OVER 0.60 FEET OF SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO 1— �PR6XI NO ACHIEVE A MINIMUM R -VALUE OF 50 THEN 15=051%. COMPACTED TO 95% RELATIVE DENSITY. m 1 I ROUND CENTER NE I w m 1 --- GRO OD ® EI RUNE I_- S_0.51x _ J S -o e% .46% L t T <"„M.,Fu-WSTirnWUNE!��� s=osx S 5 -0 r WW WI p • I '` �� — �__- I i i i KEN pifl^ 340 336 10+00 11+00 12+00 13+00 14+00 15+00, 11+00 12+00 13+00 LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R7 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ic "R1-1" - STOP "WI - STOP AHEAD T53 T�s % "R6-1" - ONE WAY 'S5-2' - END SCHOOL ZONE 1 r O/ m OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ® 'R4-7" - KEEP RIGHT ! 'RBI(CA)' - BIKE LANE 29.81' 1 "W31(CA)' - END W/OM4-3 MARKER NOTE: A � � < "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 6 n *VII - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 911 "WI 6" - SINGLE ARROW CODES. 6' 'WI -1' - CURVE ARROW I "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS y n >w � SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS 4:1 TO w z d w ' X o -5 _ 2% EXIST. GRADE 0.30' A.C. PAVING 0.30' A.C. PAVING n 0.60' AGO. BASE CURB AND r SUBGRADE 0.60' COMPACTED O.Q TO CUTTER 95% MAX RELATIVE DENSITY. COMPACTED TO 95% MAX COM RELATIVE DENSITY TO 2' �.+ SECTION — PENSINGER ROAD C SCALE t"=1(' HORIZ. 9 348 1"=5' VERT. ALTERNATE COLLECTOR SECTION: 344 0.30 FEET OF A.C. OVER 0.60 FEET OF AGG. BASE OVER 0.60 FEET OF SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 50 THEN 340 COMPACTED TO 95% RELATIVE DENSITY. m w m 1 GRO OD ® EI RUNE S_0.51x _ J L t s=osx S 5 -0 WI p • I '` �� — �__- � i i I 1 TTI —i 1, I i 11+00 12+00 13+00 LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R7 s FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ic "R1-1" - STOP "WI - STOP AHEAD T53 T�s % "R6-1" - ONE WAY 'S5-2' - END SCHOOL ZONE 1 "R5-1' - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT O/ "R26(CA)" - NO PARKING "S4-3' - SCHOOL OTAPER "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ® 'R4-7" - KEEP RIGHT ! 'RBI(CA)' - BIKE LANE 29.81' 1 "W31(CA)' - END W/OM4-3 MARKER NOTE: A 'W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 1J- "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY /1 *VII - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 911 "WI 6" - SINGLE ARROW CODES. 6' 'WI -1' - CURVE ARROW I "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEVER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY PROPOSED SAWCUT LIMIT UNE iG7IDt1J Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T53 T�s % FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 1 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TERI 6 SIZE O/ CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ! CONSTRUCT 26' BOTTOM VADTH DRIVEWAY W/3' WINGS 29.81' 1 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) A CALTRANS TYPE IV ARROW, LEFT OR RIGHT 1J- AS APPLICABLE, TO BE PAINTED /1 CALTRANS TYPE 1 ARROW 911 AS APPUCABLE. TO BE PAINTED 6' NOTE: I SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 2' PER CALTRANS STANDARD SPECIFICATION 6010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. YbZSW1S INTERSECTION CURVE TABLE CE PENSINGER ROAD CURVE I RADIUS LENGTH TANGENT DELTA 1 1 20.00' 31.42' 20.00' 90100'00" 2 MOD 47.31' 30.19' 9071'29- 3 30.00' 46.94' 29.81' 1 8938'31" INTERSECTION 336 CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUALUNITSSTANDARD PLAN RSP A88A CASE A. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. R/W P/L 3' . NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: SECTION TETTER L___-- '4 SHEET WHERjS SHOWN s,.' ti lktl —14Q U'N tt) 18-1 ON11 AREA CE PENSINGER ROAD 45' 344 EXIST. R/W 20' 34' If 340 I I 4. 6' 6' I 2' a 336 4:1 TO w z I MATCH EXIST. ' X o -5 _ 2% EXIST. GRADE 0.30' A.C. PAVING 0.30' A.C. PAVING 0.60' AGO. BASE CURB AND SUBGRADE 0.60' COMPACTED O.Q TO CUTTER 95% MAX RELATIVE DENSITY. COMPACTED TO 95% MAX COM RELATIVE DENSITY TO 2' BEYOND E.P. SECTION — PENSINGER ROAD C SCALE t"=1(' HORIZ. 9 348 1"=5' VERT. ALTERNATE COLLECTOR SECTION: 344 0.30 FEET OF A.C. OVER 0.60 FEET OF AGG. BASE OVER 0.60 FEET OF SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 50 THEN 340 COMPACTED TO 95% RELATIVE DENSITY. 336 CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUALUNITSSTANDARD PLAN RSP A88A CASE A. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. R/W P/L 3' . NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: SECTION TETTER L___-- '4 SHEET WHERjS SHOWN s,.' ti lktl —14Q U'N tt) 18-1 ON11 AREA 348 344 340 336 EXISTING R/W '+ _< x _.' ¢ LJ �` W I J, FLOWLINE P.O.V.C. PONT ON VERTICAL CURVE LANDSCAPE LOT C.L. pp M �o S8924'33"E IF QO W3_1 IW $� {§ �z �n Izf i 18 DRAI � F 64 v i N W NN Lm _ 348 344 340 336 EXISTING R/W '+ d w N 9 _.' ¢ LJ �` W TANGENT r FLOWLINE P.O.V.C. PONT ON VERTICAL CURVE LANDSCAPE LOT C.L. pp M ELEV. S8924'33"E 3 B.C.R. W3_1 J E.C.R. {§ i � I 18 DRAI I� n 64 v i 70 h i SOP SOUTH ALLEN ROAD OF VERTICAL CURVE F.C. FINISH CONCRETE SEE SHEET B 348 344 340 336 EXISTING R/W '+ d w N 9 TYPE "F' DELINEATORS 10'. PROPOSED E.P. LJ �` W TANGENT SPACED 0 10' (TYP.) FLOWLINE P.O.V.C. PONT ON VERTICAL CURVE LANDSCAPE LOT C.L. pp M ELEV. S8924'33"E 591.03'. Y B.C.R. W3_1 J E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE _ it m - DETAIL - --G/�r.4 �. ..0 - 1ip n "WI -6" - SINGLE ARROW CODES _, POINT OF INTERSECTION T.P. TOP OF PAVEMENT SOP 'WI - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE Q" V FURNISH It INSTALL SURVEY MONUMENT PER C.O.B STD. ST -13. U Q< UNT g ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. nl U CURVE TABLE ~ R/yJ LJ �` W TANGENT o FLOWLINE P.O.V.C. PONT ON VERTICAL CURVE LANDSCAPE LOT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE M ELEV. ELEVATION E.V.C. END VERTICAL CURVE 'R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION DRILL E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES it m - SITE N E.C. n "WI -6" - SINGLE ARROW CODES P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT SOP 'WI - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE Q" V FURNISH It INSTALL SURVEY MONUMENT PER C.O.B STD. ST -13. U Q< UNT g 15 NO12 O N _ � CJ UU N V 6 O + F o y om m i N � N NFO. N c� min m y EXISTING PROPOSED E.P. /W J N R S89*24 7 433"E _ _ _ - - - _ - _- 798.95' In __ _ _ ._ 3 0 ------- - - --- - ---- DETAIL 32---- - -- -----------.----- ----- ---- - -<- 3 -- ___ —------- --- ___ -- ---- — -- — -- ----- ----- -- -- -- -- -_ N n p11 T z 3 R,W-- 1 2 'T----------- I -_ N ~_ _.SLANOSCAPE LOT1 I I MLO 20 �+ n I 1 n I IrI i M Iij f 1 1 w g 30' 30 til GIOCONDO AVENUE 3S 16 o �w 11 10 9-` 8 7 6 5 4 3 2 1 < ma SEE SHEET 9 a a,w o �� PENSINGER ROAD (STA. 10+00.00 TO 23+89.98) SCALE; 1" = 50' HORIZONTAL ^ _ c' rconrni UNIT z n .- R n SEE DETAIL "F" BELOW a FOR A.C. REMOVAL is j I oy 1 ITO WAY MI 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 CURVE TABLE LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 15 NO12 O N _ � CJ UU N V 6 O + F o y om m i N � N NFO. N c� min m y EXISTING PROPOSED E.P. /W J N R S89*24 7 433"E _ _ _ - - - _ - _- 798.95' In __ _ _ ._ 3 0 ------- - - --- - ---- DETAIL 32---- - -- -----------.----- ----- ---- - -<- 3 -- ___ —------- --- ___ -- ---- — -- — -- ----- ----- -- -- -- -- -_ N n p11 T z 3 R,W-- 1 2 'T----------- I -_ N ~_ _.SLANOSCAPE LOT1 I I MLO 20 �+ n I 1 n I IrI i M Iij f 1 1 w g 30' 30 til GIOCONDO AVENUE 3S 16 o �w 11 10 9-` 8 7 6 5 4 3 2 1 < ma SEE SHEET 9 a a,w o �� PENSINGER ROAD (STA. 10+00.00 TO 23+89.98) SCALE; 1" = 50' HORIZONTAL ^ _ c' rconrni UNIT z n .- R n SEE DETAIL "F" BELOW a FOR A.C. REMOVAL is j I oy 1 ITO WAY MI 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 LEGEND: CONT. co LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: rs ABBREVIATIONS IR F.L. FLOWLINE P.O.V.C. PONT ON VERTICAL CURVE "R5-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE PAVEMENT PER SECTION C-9. ELEV. ELEVATION E.V.C. END VERTICAL CURVE 'R4-7" - KEEP RIGHT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION ® E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE N E.C. ENO CURVE P.C.C. TOP OF CURB "WI -6" - SINGLE ARROW CODES P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT SOP 'WI - SIGNAL AHEAD OF VERTICAL CURVE F.C. FINISH CONCRETE Q" V FURNISH It INSTALL SURVEY MONUMENT PER C.O.B STD. ST -13. Q CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. EXISTING SURVEY MONUMENT + ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PERC.D.B. STD. T-1. w a .2 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER CO.B. STD. DET. ST -14. LEGEND: CONT. co R7 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: rs 'R1 -i' - STOP "W3 -T" - STOP AHEAD ' IR "R6-1' - ONE WAY S5-2" - END SCHOOL ZONE IC "R5-1' - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT TE3 _5 'As 'R26(CAA)" - NO PARKING "S4 -Y - SCHOOL "R2-1" PAVEMENT PER SECTION C-9. "R3 -5R - RIGHT TURN ONLY - SPEED LIMIT 20 O. 'R4-7" - KEEP RIGHT OTAPER "R81(CA)" - BIKE LANE ® "W31(CA)" - END W/0M4-3 MARKER NOTE: v W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES PROPOSED E.P. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY N "WI -7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI -6" - SINGLE ARROW CODES /1 "WI 1" - CURVE ARROW SOP 'WI - SIGNAL AHEAD ---- —D STORM DRAIN - REFER TO SEWER. & STORM DRAIN PLANS V STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 1 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY - - - - - - - - - - - UNIT BOUNDARY LEGEND: (CONLI co - - - - - - - PROPOSED SAWCUT UMIT UNE rs FURNISH .& INSTALL TRAFFIC SIGNAL CONDUIT. IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH 8 INSTALL INTERCONNECT CONDUIT TE3 _5 'As FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT PAVEMENT PER SECTION C-9. TR3=N0. 3 1/2 SIZE TR5=N0. 5SIZE TR6=N0. 6 SIZE O. CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE v CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' HANGS PROPOSED E.P. PER CO.B. STD. ST -4. (UNLESS OTHERWISE NOTED) N CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED /1 CALTRANS TYPE 1 ARROW SOP AS APPLICABLE, TO BE PAINTED NOTE: O SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 1 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. + � ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 348 344 340 336 25+00 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 O. .CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 12'. WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". SO SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 SIGN WITH RED TYPE "N" -MARKER AT UNIT BOUNDARY © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER qD CALTRANS STANDARD SPECIFICATION 8010-21C-19. SCALE: 1"=50' NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: SECTION LETTER -, — - - SHEET WNEBE.�W1Y�¢.'n-0 m co SAWCOF & REMOVE TRANSITIONAL w + PAVEMENT. CONSTRUCT PERMANENT + i o PAVEMENT PER SECTION C-9. m F PROPOSEDI E.P. \ O a N v loo PROPOSED E.P. s N Q J � ¢ y w U M O 1 + � W w a .2 ,p v da 0 m — Q IC m o \ I � I U if oy uj CL g 3 I 2 UNIT IT 1 8 IM WAY EXBI�STpIING "F" U II to DETAIL V o CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 O. .CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 12'. WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". SO SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 SIGN WITH RED TYPE "N" -MARKER AT UNIT BOUNDARY © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER qD CALTRANS STANDARD SPECIFICATION 8010-21C-19. SCALE: 1"=50' NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: SECTION LETTER -, — - - SHEET WNEBE.�W1Y�¢.'n-0 m co 0 Mumi 6 F m i o O Q O 0 Z p O U O a N loo i Q J � ¢ y w U M O m + � W w a .2 ,p v da 0 m Q � m o W .v UNi?j?y49 ow UtiT1T5 3 A S OPLL m F LL0 ; Lo57 --,- co 6 woo m N loo O F + � W w a .2 ,p v da 0 m Q m � U Lu Z uj CL g 3 W .v UNi?j?y49 ow UtiT1T5 3 A S OPLL m F LL0 ; Lo57 --,- 360 356 352 348 344 PROPOSED E.P. _ 1 �TONSTRUCTIIONT- Ir /PROPOSED EP. j n o o m VW V U 4I Y]M N C p0 Q O V O n}� i � o w o w o RETENTION BASIN z � rp � P W M � PROPOSED EP. E.P. CURVE TABLE LEGEND: - PROPOSED SAWCUT UNIT UNE 1 CURVE o I o f LENGTH I I I I I I 1 2000.00' 33.43' 16.71' 0057'27" n 2000.00' 34.84' 17.42' i m Im j r N M mL 4 2034.00' Mn 17.71' 00'59'53" 5 I 90.45' 45.25 lo- i -F 6 2 ,3 PROPOSED EP. E.P. WINDERMERE STREET (STA. 10+00.00 TO 16+52.75) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL PENSINGER ROAD Jv, vin w� v~i � � i \\ 1 ♦ y rn Lo �.1 I ! I, •��' ` ,p• • TYPEDELINEATORS SPACEDD OHO' TW) I II +00 20law r�.L I Y 1 _� 1c'vv EXISTING IMPROVEMENTS PER PHASE 1, 2, 6 & 7 APPROVED IMPROVEMENT PLANS 24 d p 1c, II! B//�' wn'II_ I jI ' VI �\ S, RUBIK STREET IPENSINGER ROAD K CURVE TABLE LEGEND: - PROPOSED SAWCUT UNIT UNE 1 CURVE o I o f LENGTH I I I I I I 1 2000.00' 33.43' 16.71' 0057'27" 2 2000.00' 34.84' 17.42' 00'5953" 3 1966.00' 32.65' 16.33' 00'57'05" 4 2034.00' 35.43' 17.71' 00'59'53" 5 1000.00' 90.45' 45.25 4 6 5 I 6 36.76' 0472'37" y 198200. 32.92' 16.46' 00'57'05" FURNISH It INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o- CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH It INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. CALTRANS TWE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. w UNT 3 WINDERMERE STREET (STA. 10+00.00 TO 16+52.75) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL PENSINGER ROAD Jv, vin w� v~i � � i \\ 1 ♦ y rn Lo �.1 I ! I, •��' ` ,p• • TYPEDELINEATORS SPACEDD OHO' TW) I II +00 20law r�.L I Y 1 _� 1c'vv EXISTING IMPROVEMENTS PER PHASE 1, 2, 6 & 7 APPROVED IMPROVEMENT PLANS 24 d p 1c, II! B//�' wn'II_ I jI ' VI �\ S, RUBIK STREET IPENSINGER ROAD K EXISTING STRIP PER TRACT 63 360 CURVE TABLE LEGEND: - PROPOSED SAWCUT UNIT UNE 1 CURVE RADIUS LENGTH TANGENT DELTA 1 2000.00' 33.43' 16.71' 0057'27" 2 2000.00' 34.84' 17.42' 00'5953" 3 1966.00' 32.65' 16.33' 00'57'05" 4 2034.00' 35.43' 17.71' 00'59'53" 5 1000.00' 90.45' 45.25 0570'56' 6 1000.00' 73.48' 36.76' 0472'37" 7 198200. 32.92' 16.46' 00'57'05" EXISTING STRIP PER TRACT 63 360 356 352 ( 344 '1 340 10+01 41+00 12+00 13+00 14+00 15+00 16+00 17+00 CE WINDERMERE STREET R/W P/L O WINDERMERE STREET aG. VARIEV I E%HOUND GROUND 2% MIN. 4:1 311 MAX. SLOPE TO DAYLIGHT 29 0.30' A.C. PAVING -1 0.45 AGG. BASE CURB AND 0.75' COMPACTED OTO.G. GUTTER COM 95% MAX. RELATIVE DENSITY. SIDI SECTION - WINDERMERE STREET STA. 9+99.94TO 14+00.00 ' o SCALE 1"=10' HORIZ 11 1"=5' VERT.. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: LEGEND: - PROPOSED SAWCUT UNIT UNE 1 'R7-1' - STOP "W3-1' - STOP AHEAD ABBREVIATIONS "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE F.L. TOWLINE P.O.V.C. POINT ON VERTICAL CURVE FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERLINE ELV.C. BEGIN VERTICAL CURVE- 'R3 -5R - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 ELEV. -. FURNISH & INSTALL INTERCONNECT CONDNT . BEGIN CURB RETURN P.I. POINT OF INTERSECTION "W31(CA)' - END W/OM4-3 MARKER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE TR3=N0. 3 1/2 SIZE TR5=N0. s SIZE TR6=90. 6 SIZE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA E.C. END CURVE P.C.C. TOP OF CURB CURVE NUMBER FOR CURVE DESCRIPTION P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD SAWCUT EXISTING E.P. V BACK OR AS DIRECTED BY CITY ENGINEER OF VERTICAL CURVE F.C. FINISH CONCRETE QQ 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -t3. 0 CATCH BASIN- REFER TO SEWER & STORM DRAIN PLANS. EXISTING SURVEY MONUMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH It INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o- CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH It INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. CALTRANS TWE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. AS APPLICABLE, TO BE PAINTED RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK o NOTE O SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO. BE THERMOPLASTIC PAINT 1O PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. N ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. it PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING .USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. Ow Z Q J J Q �} U w � w co a o w o o w " m w & o Y I m m ----------- .I 4 �1 O IF PROPO�ED EAST I LOWL NEI A/ I- U p� lS72ia S \ �XISTING- w� GROUND O CENTERLINE I W g� �w o� i.__ DxIMAT€EXISTING APPR,GR �N \'; ND O TERLINE moo I I I ...._ 356 352 ( 344 '1 340 10+01 41+00 12+00 13+00 14+00 15+00 16+00 17+00 CE WINDERMERE STREET R/W P/L O WINDERMERE STREET aG. VARIEV I E%HOUND GROUND 2% MIN. 4:1 311 MAX. SLOPE TO DAYLIGHT 29 0.30' A.C. PAVING -1 0.45 AGG. BASE CURB AND 0.75' COMPACTED OTO.G. GUTTER COM 95% MAX. RELATIVE DENSITY. SIDI SECTION - WINDERMERE STREET STA. 9+99.94TO 14+00.00 ' o SCALE 1"=10' HORIZ 11 1"=5' VERT.. EXISTING AREA GROUND 0.75' ALTERNATE 1ERNRTE COLLECTOR SECTION: � 0.30 FEET OF A.C. OVER 0.60 FEET OF AGG. BASE OVER 0.60 FEET OF SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 50 THEN COMPACTED TO 95% RELATIVE DENSITY. LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: LEGEND: - PROPOSED SAWCUT UNIT UNE 1 'R7-1' - STOP "W3-1' - STOP AHEAD ABBREVIATIONS "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE F.L. TOWLINE P.O.V.C. POINT ON VERTICAL CURVE FURNISH & INSTALL IRRIGATION CONDUIT C.L. CENTERLINE ELV.C. BEGIN VERTICAL CURVE- 'R3 -5R - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 ELEV. ELEVATION E.V.C. END VERTICAL CURVE FURNISH & INSTALL INTERCONNECT CONDNT B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "W31(CA)' - END W/OM4-3 MARKER NOTE: E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE TR3=N0. 3 1/2 SIZE TR5=N0. s SIZE TR6=90. 6 SIZE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA E.C. END CURVE P.C.C. TOP OF CURB CURVE NUMBER FOR CURVE DESCRIPTION P.I.V.C. PONT OF INTERSECTION T.P. TOP OF PAVEMENT "W3-3" - SIGNAL AHEAD SAWCUT EXISTING E.P. V BACK OR AS DIRECTED BY CITY ENGINEER OF VERTICAL CURVE F.C. FINISH CONCRETE QQ 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -t3. 0 CATCH BASIN- REFER TO SEWER & STORM DRAIN PLANS. EXISTING SURVEY MONUMENT SEWER - REFER TO SEWER & STORM DRAIN PLANS ® FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH It INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o- CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH It INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. CALTRANS TWE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. EXISTING AREA GROUND 0.75' ALTERNATE 1ERNRTE COLLECTOR SECTION: � 0.30 FEET OF A.C. OVER 0.60 FEET OF AGG. BASE OVER 0.60 FEET OF SUBGRADE TO BE TREATED WITH LIME STABILIZATION TO ACHIEVE A MINIMUM R -VALUE OF 50 THEN COMPACTED TO 95% RELATIVE DENSITY. LEGEND: (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: RI i - PROPOSED SAWCUT UNIT UNE 1 'R7-1' - STOP "W3-1' - STOP AHEAD Ts "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST 'R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT FURNISH & INSTALL IRRIGATION CONDUIT "R26(Cf - NO PARKING "S4-3" - SCHOOL 'R3 -5R - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED 'R4-7"' - KEEP RIGHT FURNISH & INSTALL INTERCONNECT CONDNT 'R81(CA)' - BIKE LANE �3 r�s�g "W31(CA)' - END W/OM4-3 MARKER NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. "W14 -f - DEAD END SIGN NUMBERS ARE FEDERAL CODES TR3=N0. 3 1/2 SIZE TR5=N0. s SIZE TR6=90. 6 SIZE 'W144' -. NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND "W1-6" - SINGLE ARROW CODES CURVE NUMBER FOR CURVE DESCRIPTION "Wt -1" - CURVE. ARROW O "W3-3" - SIGNAL AHEAD SAWCUT EXISTING E.P. V BACK OR AS DIRECTED BY CITY ENGINEER STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS -- -o 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © CATCH BASIN- REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY _ _ _ _ _ - _ - - - - - UNIT BOUNDARY A.C. PAVING 0.30'.. AC. PAVTNGJ 0.45' AGG. WE Cl 0.75 COMPACTED O.G. TO GI 95% MAX. RELATIVE DENSITY. SECTION - WINDERMERE STREET STA. 14+00.00 TO 16+52.75 E SCALE 1"=1O' HORIZ. 11 1"=5' VERT. �w �JVJ V VJ\�I�ni it 1Gf ,I�� + LOTUS VINE STREET N I \ REMOVE EXIST- EXISTING CURB DETAIL 32 _- _AND GUTTER EXIST DETAIL 9- EXIST. DETAIL 9 8' WIDE GORE STRIPING AREA WINDERMERE STREET (PER TRACT 6320 APPROVED STREET PLANS) LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - PROPOSED SAWCUT UNIT UNE 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST IR FURNISH & INSTALL IRRIGATION CONDUIT -3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED IC FURNISH & INSTALL INTERCONNECT CONDNT DUAL UNITS STANDARD PLAN RSP A88A CASE A. �3 r�s�g FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. TR3=N0. 3 1/2 SIZE TR5=N0. s SIZE TR6=90. 6 SIZE ® COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND O1 CURVE NUMBER FOR CURVE DESCRIPTION GUTTER LIP TO A DEPTH OF 12". O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXISTING E.P. V BACK OR AS DIRECTED BY CITY ENGINEER ®. ITEM OF WORK - SEE SCHEDULE INSTALL W-31 SIGN WITH RED TYPE "N" MARKER AT UNIT BOUNDARY - CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS © OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED SIMULTANEOUSLY. PER. C.D.B. STD. ST -4. (UNLESS OTHERWISE NOTED) REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CALTRANS TWE IV ARROW, LEFT OR RIGHT 7 Q PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER AS APPLICABLE, TD BE PAINTED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. M1 Ntld CALTRANS TWE I ARROW ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 AS APPLICABLE, TO BE PAINTED RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK o NOTE O SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT AS DIRECTED BY THE ENGINEER. STRIPING & PAVEMENT MARKINGS TO. BE THERMOPLASTIC PAINT 1O PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. N ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. it PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING .USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SEE ABOVE LEFT FOR STREET IMPROVEMENTS NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE -"B"A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRAnF•. SECTION DESIGNATION DESIGNATION: - ■ Il -.27-11 v Rs LS,? ow L7 1% O � g® O �w V o M N Ow Z Q J J Q �} U w � w co a o w o o w " m w & o Y m m 4 �1 O A/ U p� lS72ia S w� g� �w o� �N moo 00 W Lu 8 c W W N W LuW cr MxMM A - ri .e U m CC mf LUInZ A X T =U. 0