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Home My WebLink About1.1-6448 Ph 6-12 RevisionA.C. PAVING TESTING.- NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'B'). 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 CONCRETE SHALL 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 -2.029 "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 DETERMINER 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 CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM . DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39- -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON- -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACT117. TO FORM TEMPORARY CONFORMS BEFORE. THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP - -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ' ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED -, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED. RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 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 ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPAC11ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOP ER /SUBDIVIDER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS Of THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART KERN COUNTY OF THESE PLANS: BAKERSFIELD CALIFORNIA ST -1, ST -3, ST -4, ST -6, ST -7, Sl -9, 51 -10 ST -11, ST -13, ST -14, ST -19, D -14, D -16, T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: STREET N, TRUCTION PLAN.S co s 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER FIM 0.50' 0. G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SUBSTANTIAL CON.FORMANCE 6' 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO T T U T THRU 12 TO BE INSTALLED RAC 6448 NI S OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS � inlcTei i cTSnMaRn STREET NAAAF SI(;NS PER C.O.B. STD. T -1 AND TRACT 7202 UNITS 1 & 2 ReGeR A. Me(n#'i'os)-► R. C. P-. 33322. 6X�. a6�3o�u f Re! vrs /onl �PPRou�p B`(: ` JmAtZAN SHAW C.E. rV 1DA'TE�/ 2.c.ir=. 32.r78 '�L/3104 /- LEGEND:. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 LEGEND (CONTAD TOTAL -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16 INDEX OF SHEETS UNIT 7 POST TOP PER DETAIL HEREON. FL FLOWUNE POVC -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. SHE T TI, C.O.B. STD. ST -14. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE ! d� BEGIN VERTICAL CURVE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. A'` TITLE SHEET 6. INSTALL TYPE °B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL � 2. HUCKLEBERRY DRIVE 344 STREETS UNLESS OTHERWISE NOTED. �i t \ 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 3, LEMON LILY DRIVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) P ECR 4-R• 4, TRUMPETMNE PLACE 8. SEWER LATERAL. LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: BC EACH SEWER LATERAL ��, rj. BOTTLEBRUSH DRIVE 9. INSTALL ADDI170NAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. G.. CONEFLOW.R DRIVE END CURVE TC SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A 7. CHECKERBLOOM DRIVE "R6 --1" - ONE WAY "R5 "W14 " -END MINIMUM OF 6" THICK. POINT OF INTERSECTION TP 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. �_�� 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 10* SCOTCH BROOM WAY 8t 2021 PAVEMENT GRADE. P.O.C. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SKY LUPINE LANE "R4 -7" - KEEP RIGHT "W1 -7" - DOUBLE ARROW DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. ii. CANDYTUFT WAY & 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS BLUEBELL PLACE E.P. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR STORM DRAIN MANHOLE 1635 EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN EX. EXISTING C/ G SIDEWALK 6° FROM BACK. 13.,L PALE LILAC LANE 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. Ei�r -HE 'T FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STA. 10+00.00 TO STA 18+00.00 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 15R.. 15.6 WHITE ALDER AVENUE 14346 PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED EXISTING CATCH BASIN 9877 STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, STA. 18+00.,00 TO STA 29+00*00 EXISTING TORM DRAIN MANHOLE SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK & CROSS SECTION o PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED WHITE ALDER AVENUE 351 PRIOR TO ISSUANCE OF THE PERMIT. 16* EXISTING SEWER CLEANOUT �- STA. 29+00-.00 TO STA 32 +47.%Z 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR & CROSS SECTIONS STANDARD OR APPROVED EQUAL. ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE -- (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, 1184 LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE - --- ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR TYPE "A" CATCH BASIN EA. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF - 3 THE °GREENBOOK ". - 3 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 9 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS EA. 6 CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 6 6 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 6 3 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 39 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 5 4 STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY 4 3 REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED 2 2 TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM MONUMENT ENCASEMENTS EA. DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 9 18. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFlLLED &COMPACTED PER CITY 3 4 STANDARD DETAIL ST -22. 1 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN LF - (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT 159 159 ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, jlllll T12A�`j 644'S Um-175 8 - CONTRACTOR IS REQUIRED T4 COMPLY WITH THE PROVISIONS OF SAID PLAN. FOR 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE T�"I�U I �, Sf�fi S15P%iRATE - STORM WATER POLLU110N PREVEN110N PLAN (SWAPP) FOR THIS PROJECT FROM THE ()07 STRUT - DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF PAN Feg 41M CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH StiB5TAPJ-flaL 6o�If:09M444 LF PROVISIONS OF SAID PLAN. , ReGeR A. Me(n#'i'os)-► R. C. P-. 33322. 6X�. a6�3o�u f Re! vrs /onl �PPRou�p B`(: ` JmAtZAN SHAW C.E. rV 1DA'TE�/ 2.c.ir=. 32.r78 '�L/3104 /- LEGEND:. UNIT LEGEND (CONTAD TOTAL ABBREVIATIONS UNIT 6 UNIT 7 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER FL FLOWUNE POVC POINT ON VERTICAL CURVE UNIT 12 C.O.B. STD. ST -14. CL CENTERLINE BVC BEGIN VERTICAL CURVE 699 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS El EV ELEVATION EVC END VERTICAL CURVE 344 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 706 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) P ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE Ri -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 5969 "Rl -1" - STOP "S5 -2" - END SCHOOL ZONE EC END CURVE TC TOP OF CURB 5119 "R6 --1" - ONE WAY "R5 "W14 " -END PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT LF -1" - DO NOT ENTER -l" "W14-l" -DEAD END 152 OF VERTICAL CURVE FC FINISH CONCRETE 2021 PR26(CA)" - NO PARKING "W14 -2" _ NO OUTLET R3 -5R - RIGHT TURN ONLY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CURB AND GUTTER REMOVAL "R4 -7" - KEEP RIGHT "W1 -7" - DOUBLE ARROW PA PROPERTY LINE R/W RIGHT --OF -WAY - »R81(CA)" BIKE LANE "Wl-6" _ SINGLE ARROW E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE 1635 W3 -3 - SIGNAL AHEAD "W1 -1" -CURVE ARROW EX. EXISTING C/ G CURB AND GUTTER 7740 5220 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 3780 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. 1 EXISTING SURVEY MONUMENT 14346 13943. EXISTING CATCH BASIN 9877 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T--1. 13714 EXISTING TORM DRAIN MANHOLE 6277 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. o EXISTING SEWER MANHOLE 351 351 410 293 EXISTING SEWER CLEANOUT �- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 59 2196 CROSS GUTTERS STANDARD OR APPROVED EQUAL. - LEGEND (CONY.): ---- -- - - D NEW STORM DRAIN LINE - REFER TO SEINER AND STORM DRAIN PLANS ---�- - D EXISTING STORM DRAIN LINE S EXISTING SEWER LINE ••� • • �� • • �im • •..rte TRACT BOUNDARY •• ONION ..w....* .... ONION PHASE BOUNDARY 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. KEY MAP SCALE: 1"=2009 3 DENOTES SHEET NUMBER FOR STREET PHASES 5 -12 WILL BE CONSTRUCTED CONSECUTIVELY. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN ST (DALE HigiWAY amz arum a� � �� a� aie+pr � xaaa a vow a°� � VOW. sr�e TT.. j r 7 6 5 4 3 1 2 1 I 5 x C 8 T 11 s i 3rd 9 _ �t lO F i 35 2 j/ 37 v f a M Min LIST OF MATERIALS. 4._ f i. f xs a k i 1 ITEM UNIT O N S I T E TOTAL UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT 12 A.C. PAVING TONS 779 691 699 474 444 668 357 344 4456 CL. II AGG. BASE CUYD 796 706 714 485 453 683 364 351 4552 SUBGRADE PREPARATION SQYD 5969 5292 5356 3636 3398 5119 2733 2636 34139 CURB AND GUTTER LF 1483 152 3192 2150 2021 3068 1559 1507 15132 CURB AND GUTTER REMOVAL LF 1486 149 - - - - -- -- 1635 DRIVEWAYS SQFT 6480 6300 7740 5220 3420 7020 3960 3780 43920 SIDEWALK SQFT 14346 13943. 14261 9877 7530 13714 6956 6277 86904 HANDICAP RAMPS SQFT 351 351 410 293 176 439 117 59 2196 CROSS GUTTERS SQFT - -- -- 1184 716 - --- 1900 TYPE "A" CATCH BASIN EA. -- - 3 3 - 3 - 9 STANDARD STREET NAME SIGNS EA. 6 7 6 6 4 6 3 1 39 5800 LUMEN STREET LIGHTS EA. 5 4 3 4 3 3 2 2 26 MONUMENT ENCASEMENTS EA. 8 9 3 2 3 4 4 3 36 12" CONCRETE CURB LF - - 159 159 -- - - - 318 BRICK PAVERS SF - - 354 354 - - -- 708 SAW CUT LF 27 57 53 1 26 -- - - - 163 LOCAL STREET LENGTH LF 1819 1639 1672 1129 1 1068 1613 801 741 1104821 TYPICAL CATCH BASIN LOCATION AT .CURB RETURN N.T.S. 12" WADE BENCHMARK:,ow GROOVED BORDER TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD So PLANTER AND CULIACAN AVENUE. 1y .q� AREA ELEVA1ON -- 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 o, 0 PLANTER�t }��. $� : - cf 0 0 ARE o", 0 'ro 6" CONC. RETAINING CURB CURB TRUNCATED " DOMES 6 CON C. CURB N AN D I CAIN RAMP DETAIL. "Al PER CALTRANS STD. PLANS A88A CASE E N.T.S.. 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-o ALL MATERIALS SUPPLIED FOR THISI.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. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORREC.IED DURING C&dSiTRUCTION. n r APPROVED BY: R073; M-F, A.'-'&-M clN TO' SH R.&L 33322 EXP. 6-30-10 / , 6; .yo DATE z 5 W U V) IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -09 REVIEWED BY.- REVIEWED BY: A w F Z_ ASST , NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER LORDS AVENUE Z �d Q J V �I ANON DRIVE S R r DRIVE m W 0- h �1 HARVEST UNNYSANK AVENUE ' AVENUE _ cot a C) N1 JOHNSON ROAD w z ''' W Lb ® ci �M o f1% t 0- Z W (V J AVENUE TIATA AVENUE z 5 W U V) IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -09 REVIEWED BY.- REVIEWED BY: A w F Z_ ASST , NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER LORDS AVENUE Z �d Q J V �I ANON DRIVE S R r DRIVE m W 0- h �1 HARVEST UNNYSANK AVENUE ' AVENUE _ cot F-- JOHNSON ROAD w z ''' ._.� �M o Z Z O 3 ACK HA > m cn Q O Of J AVENUE TIATA AVENUE f, w w� z STOCKDALE HWY PROJEC .. 2 °W� SITE I 0) •.w� N! p vm vm VICINITY, MAP N.T.S. e.,JC V-11 (�� I ot.p - . "�� 0 13� .7 e�3N_ . I"* �;l - ul 0 ____ � LA.5c ��' -)r (r, , .� CA. 6 �10 - , : � "- - a t'hl.- p �c�_' �v 40 0 -'r- 'I * " 6 100, * .4 s__ *�lli__� ��lll 71 IV2'5. 18,jz.*.* '****� S.c W &,4D . _q s L'4 IN . t7i� 0 --, - A_. _L � 9 9 d�:i %lzz'''� S7A 8. ,,,,, 77oN 9 * ? �� 1-...Zzy, .3 1# � 2 *'* �� .- I __ .. - ,,,� 11P61'rj � � '' I'll + 4 7.73 C � '' .L. [� W/ j�z " " ?�R:�I?'rDnii:��, ''� r i �� AL 1�1 1�c " Ditk Alty6E 364 362 360 358 356 . 354 352 350 348 *1/&C- __l lw*___jc -_ At pCk' . 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I f 1; t 11 I � '� 11 I � �i i i � I d � � � I ! � I I I I I' � -1 11 0. !, i � � A i I t , L_____. Ll- ____j'____ 4 ! I I 11 �. i _L___ I � __ � I i .1 t 1. - �t' _'l____i_._'__..l__ . - ---l-______&____._&__ --I,-----Z--L-,----�--,-.---,.,-L---,,,, � ----I-----.---L------l�-----!-�-- ____L_,_.__j____�_'_;___ I �------ �-__.� --.-------- __'__A____----A_4 -I--,-- _L.__l__l___.'_L I ____l'_____�__ _l_l.___Jll 10 11 12 13 14 15 16 . 17 18 19 1 0 LEGE (CONT11 - Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: a "Rl-l" - STOP '9S5-2" - END SCHOOL ZONE *R6-1" - ONE WAY M "R5-1" - DO NOT ENTER "W31(CA)" - END . "Wl4-1* - DEAD END "R26(CA)" - NO PARKING 0 1 24.38 9 "R3-5R" - RIGHT TURN ONLY Wl 4-2 n' w '"R4-7" - KEEP RIGHT v Wl-7" - DOUBLE ARROW 7.92' DR81(CA)m - BIKE LANE 'OW1-6" - SINGLE ARROW 45*22'02" '*W3-3" - SIGNAL AHEAD "Wl-l" - CURVE ARROW __ D LI n "A" j_'--1 rf� IN TYPE 15.001 PER C.O.B. STD. D-14. 00*25156" EXISTING CATCH BASIN __ . D EXISTING STORM DRAIN LINE . Is I - EXISTING SEWER LINE (0) MANHOLE (3 T LE (D EXIS11NG SEWER CLEANOUT �� m m �� m = �� m m �� TRACT BOUNDARY � � � � � � � � � PHASE BOUNDARY LEGEND � (CON T-): 0) DESCRIPTION 4) ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT RD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SEC11ON DESIGNATION: SECTION LETTER L_ - - - - - - . SfiEET MERE SECTION IS SHO CONSIR ....UCTION NOTES: (i) CONSTRUCT TYPE ER C.O.B. STD ST-1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ( ) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ' INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE B ( ) TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( ) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-1 7. (D NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS ( ) BARRICADE SIGN WITH CONSTRUCTION OF I ADJACENT PHASE. ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL I � ON SHEET 1 0. (iD E EXISTING CURB & GUTTER. q T R TO REMAIN. � TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. q TYPICAL CORNER - SEE DETAIL ON SHEET 1 0 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 52 %o ) 58 56 a 54 52 50 w 16 . - -1 - - I- I I - __ - �- . - - - ._l____'_ . - -1 --- 11-1- -1-11--l. .. I , � - �� - � . / � I � �: . . * I ' � � � . \ " � . I �. � --- __ . . � \ I . CURVE TABLE REF. NO. I DESCRIPTION I C.L. STATION I M 0 1982.00' 48.76* 1 24.38 9 01*24'35" n' w 10.00' 7.92' 4.18' 45*22'02" ri� \&j ' 1 0. 00' 7.99' 4.221 � 45*46'46'p 1 I�A� k,!) 1988.001 15.001 7.501 00*25156" Q 1 0.00" 1 7.99.' 4.22' 45046'46" /7N kV 1 0. 00' 7.92' 4.18" 45"22'02" . 2000.00' 223.74' 111.99 I 0-vf-m 06*2435 ro"IN - k,V 2000.001 87.591 43.801 02-30933D � no \.V 2000.00' 81.681 40.841 02*20*24" @ 2000.002 395.56 9 198.43' 1 1 #1 9155" @ 55.00' 83.58' 52.26' 87"04!20 " r, n-N kLzj 10-00' 7.99' 4.22' 45"46"35" al I%..- 10.00' 7.922 4.18' 45-22"I 3 n (9 12012.00' 10-001 5.001 001 7'05" - @ 12018.001 164.76' 82.43# 04'40'41 n_ STATIONING TA13LE REF. NO. I DESCRIPTION I C.L. STATION F.L. STATION M P.R.c. STA. 11+56.48, 15.01LT. STA. 11+56.85, F*L. 1 [21 P.C.C. STA. 11+63.709 12.001-T. STA. 11+64.84, F4L. [31 P.C.C. � STA. 11 +78.799 12.00J. STA. 11+79.84, F.L. M :lP.R.C. . I STA. 11+86.01, 15.01LT. � I STA. 11+87.83, F.L. I I � . I I . I . NOTES: I 1 . SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER Q.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SEC11ONS AND 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. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANF SEWER CLEANOUT TO FINISHED GRADE. . I � ""; _:�� .... .. �"�� - , - - � I , I ;, ' � , �: I I 'L��,.:. I � - 1 � �-','j"�f-'; ' " , - � . " Ir 6 ""a' d I ��i�,'_' / ,L j wpow 4" .�� .. '� "ft �oftl ,.W* I o o1w ' � - ' 7 zo 2:�_ 1 4 41- I - .11 %, t&'�- S..'_ , . 1. '. �;" tl;�'�'tl ' -, I 01011* �' I "" I; E-11, kof 0 "A D � D A- AW I N Q �. � .'. - ____ >_ im I �> c:l I - � - - 0 . . - 1 w 5-' "; W C5 M ui x C-3 �_ cn ".2 m C) C_;� CK: ui n r-1 w cn :::- w fy_ I I I I . I I W cr� `� r__ 11 < a '__l " C) %_ .10� / ' I � ', .v .q 1 I.o%,.,v e W^11.1 I - / I ..' - if -� (/ y /." f '4i___" w LLJ li E.C.R. o� = .LT.0 0 29 STA. 10 +37.27, C.L. 1 2 0 30 0 c� STA. 10 +37.27, F.L. cn i„ c5j �� o „ o "• o �'cc SPIREA STREET MITE ALDER AVENUE • o MM BLUEBELL PLACE Q J ° ow SEE PREVIOUSLY APPROVED PORTION OF EX. SEE SHEET 16 0 �; o �� -+ ° 2 ao 0 > REMOVED z M M o SEE SHEET 11 w o 28 �.. t- w� STREET PLANS PER TR. 6448 C/G TO BE E 18 18 > N Jm AND REPLACED z �* J 1! J N ! 130' 30' I I J o -; _..� ; �_..i }z r 1130 U {�� w _) -•-� w I I L z L� L Z LL. U. L� U LL f J « ,. SEE SHEET 18 30 (0 1 Q w 18 18 --�-� U y 11 18 1 c/) 3V m w 1� w 2� �L✓ w w w w VU } 33 TN�N�w.. !� 32 !-j 31 _ �;,� -- \J c�, !/� �1 �a �i o ��/t�-c�n, d- z v k .'�;, S8 y 13 S C'� u- N N N w N w� O Li_ O O Q• to Q to 4 Y to 1 �.. Q$ o 7 U via,;_.,; o0 1 00 ! w 00 i p© /\ ?f X o �- a7 i } .I >- 6; o c 3 �! - a; o d: �i r� cv t = co © .4 w oi i- D }- �i >- N }- y- W O St w N$ Q Q to < $ to Z W w w to N i -i { CJ� Co N O Z - � POP) $ L� cD CJ $ o Q '�'''�� w Q' Q Q N$ o x M ° o cn Y APPROVED N -}- -�- � rn N O Q r� Z w mod" 'S -�- O t7 LiJ 0000' U o o--J cn w + o w -�- Lo w + � + t- o Z LOU-) > w + °' W + o w L i c�v > + + + m + + SEE PREVI O SL j 3 I x s d LLJ .r --Qw w O + N N w w Go w � f w r+ + .� + -}- m �.- Uw ---- STREET PLA S PER TR 6448 F. ,`�� w 3 W Q Q� LL r r re 0� (�% N N r o D Ltj ° Q i y f { N h-1- -O W © !r p !.�- p iN p .- M Q �- C� .� d C] Q �"' t- QQ t[) t LrJ ¢ Q Q �-- ! t-- i ,-- :z< ! r- z �. t� �--t -- T- Q.� o z o 4 cn Lo e-� enenZe� --- i F-- !Q '- I '- o : 9 ° v Q--ta- �' �' t c� cn .! c3+ cn �, •!cam cry o cncn e� cncr� - F-�- 3 s F z Lo c-� to Q c-)j t� c� U) Q C cn U Q Q C) encn Q Q Q cntn 00 o cn fir► 2 P L n m cnEn� 5 © z 9 ♦w 2 c cn y EX. DRIVEWAY 7 a ... :..,.s. ,, 2 0 9 1 / P/L EX_ SIDEWE# EX. P E 14 _ TYPICAL ,� {�'t #. Z ,• w, --», •w..uwv.,nwv,.+.,a7s «cr•�� m...v»..s.+m>«< saw+ w, . <,e.>....aa«y..>,.esov.xnw.. ..w ..eae.s.+e.....r....:.Y.a ..,eaQaa, ,raee,cw � •a..:eoamew++im.:.<.w.rr+....> sdt vm.+w•w:m...n .,..... ,w::,mv,,..T..u.,w.»sc... wwn>: k+e>+nw«..,sw..,,am -.. <.,..+m.,,.w...nnc„nm .+st>*e:s•'.'� �a. E.. & ""•' s r..i.J ° �$ .s>.a.. ..,.. _..K.aJ r� � ..ar.,K.� _ Ck INTERSECTION EX. 18" DRAIN 0 �'` 12 If '`�- EX. C f G «, �. 4 c� EX. C,G- - - „--' _ STA. 19 +50.57, C.L. LEMON LILY DR.= 12 _ 4: ---- -� EX.D 1 DRAM - , - T---�D - _ 4 14 +00 �' T- TYP 15 4 EX. 8 SEWS ,� EX. 8 SEWER STA. 16 +21.70, C.L. SPIREA STREET -- - - I - - 314.20 - - - - - j - - ; - EX. CROSS GU �FTEI� � - 270.43 � --� - � � 3fi5.94 - - - - Ck INTERSECTION 9'29'48 ;U, -+ ----+- 4b. 11 +00a-- S8 E 12 +00 S13 +0 II S 5 +00- 8 16 +00 £X. CROSS GUTTER 17 +00 18 +00 950.57' 19 +00 STA. 10 +00.00, C.L. LEMON LILY DR.= 2 EX. 8" SEWER 4 �- EX. 8 SEWER � 4 .., m. a,r «� - .� �. �.- EX. C/G--\ i �. 4 4 EX. C G � `--- EXIST. PAVEMENT . 3 STA. 29 +65.52, WHITE ALDER AVE. 9 -� _.. - - _ -. °- ____� -� _,� ,,,; ,v ; 15 W x CU . 00 10 X1 �� C) • _1_1� U-i C) 18 i18 1 i 16 1 30' 30011 ! PORTION OF EX. C/G TO BE REMOVED AND REPLACED SEE SHEET 18 MITE ALDER AVENUE SEE SHEET 16 E.C.R. STA. 10 +36.73, C.L. 12.00RT.= STA. 10 +36.73, F.L. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. 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INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF O TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CRASS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET tQ. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES. 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRA1,N LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D--14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN h SEWER CLEANOUT TO FINISHED GRADE. s l 1\ r' \1 10 11 LEGEND (CONT'L. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -'-19: -�- "R1 -1" STOP "S5 -2" - END SCHOOL ZONE "R6 -1" - ONE WAY "W31(CA)" - END "R5 -1" DO NOT ENTER "W14 -1" - DEAD END "R26(CA)" - NO PARKING "W14 R3 -5R - RIGHT TURN ONLY -2" - NO OUTLET "R4 -7" - KEEP RIGHT "W1--7" - DOUBLE ARROW "R81(CA)" -BIKE LANE "y1 --6" - SINGLE ARROW W3 -3 - SIGNAL AHEAD " -1" -CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. C EXISTING CATCH BASIN - - -- D EXISTING STORM DRAIN LINE S EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT +�•• • m m m m m ..... TRACT BOUNDARY •- - -m* - - - . ■- PHASE BOUNDARY 12 13 LEGEND (CONT.) O CURVE NUMBER FOR CURVE DESCRIP110N O ITEM OF WORK -SEE SCHEDULE Fil FLOWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 14 10 v CONSTRUCTION NOTES: (i) CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD S7 -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 4O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF O TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CRASS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET tQ. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. NOTES. 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRA1,N LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D--14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN h SEWER CLEANOUT TO FINISHED GRADE. s l 1\ r' \1 W W -� ii � z EX. STORM DRAIN EASEMENT -jITE ER A UE Q �, � � � �- J � �--- fV) X wQ O a a Q W° w Q BUTTERCUP PLACE SH EA STREET PER QOC. N0. 0208001$28,...,..,, O DATED 01 04 SEE SHEETS 14 $c 15 �; � o Q J �� e., �= SE PREVIOUSLY /200x, U, R. �- •r- ai �i w N '� _ «6 � : �` ._ ;� � E APPROVED SEE PREVIOUSLY APPROVED (30' 3 3O= J J STREET PLANS PER TR. $448 STREET PLANS PER TR, 6448 2 18 =� � � c,sw �,.� � J �. J +� J w , � --�- -� c�� v � .-� � v 30 30 I - 1 1 �.� A U CVO- ,�: t jt� Li,.■{ J \`__ Ui -i C3 C.3 1 R ; r a 1 _1 _ .f'1� p 1� © �1 O �1 Q w w 1� M ��t•�� •� " /— w � } y � _ _ -. ... • V 1 S ix f I. ! NN Lj lei � � � w N WN 1 "a• �l � � �y,� � V Q �L� - i s^ y f•"`�,'` _ 1+ ! � ON � + �} ,^ � y V+ — V ■w _ t i t 't f' i i �� 2. a O �-� ,1 } ¢ comet- � I N I tQtO � C'V O � �'3. -= d-f� Ci�N � t£} � d � a {3i�t tl? tn0 .,.� � 7 _ . f � _ ? t r, r -,w . -}. -}. -(- a] � . f- -I- �t t.t"} EL?CD �' Z tQl�. �}� �- OC} �`5 wI 3 r X18 � � Q� Oo � o O �, �-•- cD �. N r-- }. ty + �- -(- -}- + + -}- + w �' � �•,� �,,� � -;-' ...� � � -+' � -I- -(- + _ �..� � _ � + - r.... N NtV NN NN � M! �_' O N3Pr3 � �' N t .�-j ,t o © � c3 SEE PREVIOUSLY APPROVED car i u) cn tai tntn cn IQ to Q+ u� �i � � i¢-�v 1`-�`- � r-F-- � i--F -- �- �- z Q� z i-- - i--E- STREET PLANS PER TR. 6448 � _ f-- F- r- r -i v�cn 1 tm cntn w cncn tom' v� I Q c� to � c-� to to 1 En P C z: 3 A 2 ; IIV) i O { , , , i 3 F I i if a s I 1 U N I T 2 .... . F.. , cjA INTERSECTION � __:_., .�_ ._ .._... _ 0 , .1 41 < ' �� - : } INTERSECTION T ESECIN O �.. _ _ ......__. �_ .,.. _. �, r� f ro. _... _... _, _. _ _ r. STA. 1 � - - - � -- -�---- - -- „ _ _ _ _ _ 157.05 � - - - _a._� _......: ___ . �:...,�.� ._ :..w_ ._.� . .:.._�> .___.. � __ .�,,_�.....- __.,_, . _ ... �- ��,� � - 0 +00,00, C.L. TRUMPETVINE PL.= I ! 14 " � _..+_ } _ _ _ _ � - ... ' ,, Mvr .,_ .______ ..__._.__� .� ,__._..__..___,353`88 4__. _ .; .., .. _ .....__ _....._ STA, 19 +50.51, C.L. TRUMPETVINE PL.= STA. 2G +85,51, C.L. WHITE ALDEN AVE. � � � � 9 �, 11 +00 �`\ 3 � 3 12 +00 S894'29'48 E � 13 +00 � 1 $ 14 +00 1 �— - -. � _ — -- --I-- — — , �✓ - - #--- -- -}- -�-- — _ I _ _ - -- - --' f i STA. 13 +41.f>9, C.L. SP`IREA STREET ! w _ 1 fi 17 DO 18 +Q I f 2' 3 ° �` _ o° ] 5 3 _. -.d 12 5 +00 _ _ 00 950..57 19+00 vl oo c> 4 9 ti ` _ W .. 4 N � y s w t • � • ; ., � � = _.�.._._......---- <�,:,:.: -. >_.__... ,.,. ,- .,. e.,..___' ,...._w ._,. -. .- ....:.a,._.,, ...cam -..s .. -x�>w l S f s � o ILn 1 6 f � ss� R f ! � J Y t ii r j i r� O 1 r w tr � c�c n� 1 , :" % O c�� w O O c� a' icy cr oc a � . _. ._ c� ! o ..n �� ,.� Q co r= p p vs! � � .d- o� � � ° o ' - ( -� z ..,.. t , ,t.,, � } C,4 } N � �, op y mot- c,; } �.: } � } C'3 o O ,: � .� __ w SEE PREVIOUSLY APPROVED I E - ,- cv ��{y� .-- - � r- r- � � n Q �- ¢ d' oc3 � N � . _ `� .Y � � :+ - z� � f ,, � cn O � cv � Q ca + � � + � - � �- r.... � r _ w _.-. .. STREET PLANS PER TR. 6448 11$ } ;18 __:,J + + + J + ..,�J J_; � + N + N + -�- W + c� - _. �_ s,:_ -,.. I� J ' ; � = C,} W ,�ji.�. � t-• �--' -�" r- {JL�. �-' CJ V-- CJ V- � N � r- � .�--� r- �' �- J J ---� � '- _ - 3D oc c.�LL .�.d.... � i7 �t7P� �t �Fn 1`- d I••- L'� Q <L Q " ( : _ ran' pro f-• 1+�- �.-- «�d- IF- r-� d-ci ! t!� �-- x d- 1$ 1$ i �- !� cn! W � r cDCD �tV V3 � tJ? �.;,� � i'�-C] .r -�cC? C� Vi in V3 C� V} r'`}N ct� � � � �m E � �n ccsca r7r7 ter(- ovoo °°�` � Ic�.� i �cw� � 3D 3tJ' ; � � t - < - 18 11$ QO ti ✓1✓ � tom!^ T —l—' r'^t— ++ � + + i V� d f $ 31✓' <, j i l— r t —'•'rte • - I' - / � � ■ j z 4 { } WHITE � AVENUE � ` . , , �� . � TAHAMA WAY ©«o� , SEE SHEET 15 � iQ-� �'' iQ-�`'- U r`-r`- � E`-�Q- �-? �`�-� �� coca w win �,; ,,� i ¢i �,�,,� �, w �, U �� SEE PREVIOUSLY APPROVED W c6© SP'IREA STREET m crnn w cnu) STREET PLANS PER TR. 8448 L ++ SEE PREVIOUSLY APPROVED �'""'�► �.� CONSTRUCT NEW �� STREET PLANS PER TR, 644$ �'� E.C. AC PAVING PER NOTE 2 z dQ STA, 11+52.14, C.L. 12.00RT. = �,, �„u, STA. 11 +55,37, F.L. UNIT 7 22 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 362 360 358 356 354 352 350 348 3 364 362 360 358 3 354 : s 352 1 3 362 360 358 356 354 352 3 348 LEGEND9 ABBREVIATIONS FL FLOWLINE POW POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE . P/L PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD, T -1, FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. --C�-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL, -- D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD, ST -4. (UNLESS OTHERWISE NOTED) W � 4 < .d- N 10 11 O N Lo N'} J W W I-- d W � t U Q C) < C---)j u} ' 6 PROPOSED CENTERLINE a ±z� S r0. L _ n,1G i S V S _ 0. 86% STING CENTERLINE 7 � � T� — —T } —,i+ 7 � .1.. 352 s EXISTING TI N G R O U N D CENTERLINE f 1^ F T I 10 11 12 13 i 14 15 16 17 18 19 Lo m to N N N 1''7 N7 ►''7 rl- c N N N co C7 N © N N N N W N N rr3 r'�3 t� , < Lo N - t-- is � j f � Wf � i W W W W W s W j J -60- uj J J J W' V) 4i : ui y X r.- - W L�.t :. N t� t`5- Q - ti? r-3 Q r pr) po co co tQ tp - p !�- tQ r tt3 � N , i u / t S + + + t - + • + + �- +� + ; � 358 4 i W �- W + + Q t � V p Q J W z Q 1 Q � Q Q mot- Q r , , . � �:t � � u} w u� w ti � � to w : +1 v� ' t� 356 � 4 f- h- � ��y� EXISTING CENTERLINE V.) m `t"' V) t,7 S f 4w , f . i r: J non -.:. -. _r..�'1'�S . <...- .,,... ......_..v ,.. ,.... P�ROP•0S`E� �Ol7TH �'L V •, �_.,I.N.E_ - _ - -�---- _ _ - w - - - - -- -- - - - - -- _ r - - - - - -- k— — 4 -- 0.2 s 0170 r — T 5� 0.2 _ S — i 3 0.25% t t 2.25% S � — i — S .5�� - S- t},51� - - 1� XISTING OUTH F IN — 0, 5 � L�WL E { t t EXISTIN GROUND: I00 OD t - i 0C N R TEL IN E IDID , , _ : W W , : i . f s { i V r ! f d- N s - f 346 10 11 12 13 14 15 16 17 18 19 LEGEND LEGEND (CONT.): CONS'LIC"nON., NOTES: . R1 -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.U.B. STD. T -19: �--- "R1 -1» - STOP "'55-2" 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE '}B'} CURB & GUTTER PER C.O.B. STD ST -1 qj) REMOVE AND REPLACE EXISTING CURB & GUTTER, "R6 -1" —ONE WAY — END SCHOOL BONE » _ »W31(CA)" — END # ITEM OF WORK — SEE SCHEDULE , R5 -1 DO NOT ENTER »W14 -1" -DEAD END 2 CONSTRUCT 4,5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3. 12 EXISTING CURB &GUTTER TO REMAIN. �RZB(CA)" NO PARKING »W14- » - N OUTLET Fil FLOI�t -INE STATION -SEE TABLE R3 -5R -RIGHT TURN ONLY » � O LE W1 -7 - DOUBLE ARROW NOTE: 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD, DWG A$8A. �3 TYPICAL POP-OUT -- "R4 -7" - KEEP RIGHT SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT L SEE DETAIL ON SHEET 10, � R81(CA )" -BIKE LANE V-6' -SINGLE ARROW W3 -3 - SIGNAL AHEAD "W1 -1A -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 4. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10, - - D NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF AND STORM DRAIN PLANS TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME, n15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN CONSTRUCT CATCH BASIN TYPE "A" SECTION DESIGNATION: MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PER C.O.B. STD. D -14. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE, PAVEMENT GRADE. LETTER EXISTING CATCH BASIN CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17, EXISTING STORM DRAIN LINE A EXISTING SEWER LINE NEW SEWER LINE ' SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER � � SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS -� EXISTING TORM DRAIN MANHOLE - REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF EXISTING SEWER MANHOLE ADJACENT PHASE. EXISTING SEWER CLEANOUT CONSTRUCT HANDICAP RAMP PER CALTRANS STD, DWG A88A -- - --- - - --- - - --� TRACT BOUNDARY CASE F SEE HANDICAP RAMP DETAIL A ON SHEET 1, - •--� -- - — -- — — PHASE BOUNDARY 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED CURVE, RADIUS LENGTH TANGENT F Iuj cn •# l Lo Lei / N N 25.00' 39.09' 24.82' f > W W LLJ J i W - B.C. STA. 14 +46.73, 12.00RT. STA. 10 +46.73, F.L. f f P.R.C. w 360 N ------- N N OD V N oC m I STA. 11 +74.28, 15.00RT. N lf? d' C33 d- , 1� d- N i e-- UNIT BOUNDARY STA. 13 +69.64, 12.46RT. 5 L V J tom-- C.? STA. 13 +82.64, 12.00RT. 1Q- � (!) h w 1._ cr z , c� W r— W � 4 < .d- N 10 11 O N Lo N'} J W W I-- d W � t U Q C) < C---)j u} ' 6 PROPOSED CENTERLINE a ±z� S r0. L _ n,1G i S V S _ 0. 86% STING CENTERLINE 7 � � T� — —T } —,i+ 7 � .1.. 352 s EXISTING TI N G R O U N D CENTERLINE f 1^ F T I 10 11 12 13 i 14 15 16 17 18 19 Lo m to N N N 1''7 N7 ►''7 rl- c N N N co C7 N © N N N N W N N rr3 r'�3 t� , < Lo N - t-- is � j f � Wf � i W W W W W s W j J -60- uj J J J W' V) 4i : ui y X r.- - W L�.t :. N t� t`5- Q - ti? r-3 Q r pr) po co co tQ tp - p !�- tQ r tt3 � N , i u / t S + + + t - + • + + �- +� + ; � 358 4 i W �- W + + Q t � V p Q J W z Q 1 Q � Q Q mot- Q r , , . � �:t � � u} w u� w ti � � to w : +1 v� ' t� 356 � 4 f- h- � ��y� EXISTING CENTERLINE V.) m `t"' V) t,7 S f 4w , f . i r: J non -.:. -. _r..�'1'�S . <...- .,,... ......_..v ,.. ,.... P�ROP•0S`E� �Ol7TH �'L V •, �_.,I.N.E_ - _ - -�---- _ _ - w - - - - -- -- - - - - -- _ r - - - - - -- k— — 4 -- 0.2 s 0170 r — T 5� 0.2 _ S — i 3 0.25% t t 2.25% S � — i — S .5�� - S- t},51� - - 1� XISTING OUTH F IN — 0, 5 � L�WL E { t t EXISTIN GROUND: I00 OD t - i 0C N R TEL IN E IDID , , _ : W W , : i . f s { i V r ! f d- N s - f 346 10 11 12 13 14 15 16 17 18 19 LEGEND LEGEND (CONT.): CONS'LIC"nON., NOTES: . R1 -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.U.B. STD. T -19: �--- "R1 -1» - STOP "'55-2" 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE '}B'} CURB & GUTTER PER C.O.B. STD ST -1 qj) REMOVE AND REPLACE EXISTING CURB & GUTTER, "R6 -1" —ONE WAY — END SCHOOL BONE » _ »W31(CA)" — END # ITEM OF WORK — SEE SCHEDULE , R5 -1 DO NOT ENTER »W14 -1" -DEAD END 2 CONSTRUCT 4,5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3. 12 EXISTING CURB &GUTTER TO REMAIN. �RZB(CA)" NO PARKING »W14- » - N OUTLET Fil FLOI�t -INE STATION -SEE TABLE R3 -5R -RIGHT TURN ONLY » � O LE W1 -7 - DOUBLE ARROW NOTE: 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD, DWG A$8A. �3 TYPICAL POP-OUT -- "R4 -7" - KEEP RIGHT SEE CALTRANS TRAFFIC MANUAL FOR DETAILS, ALL PERMANENT L SEE DETAIL ON SHEET 10, � R81(CA )" -BIKE LANE V-6' -SINGLE ARROW W3 -3 - SIGNAL AHEAD "W1 -1A -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 4. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10, - - D NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF AND STORM DRAIN PLANS TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME, n15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN CONSTRUCT CATCH BASIN TYPE "A" SECTION DESIGNATION: MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PER C.O.B. STD. D -14. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE, PAVEMENT GRADE. LETTER EXISTING CATCH BASIN CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17, EXISTING STORM DRAIN LINE A EXISTING SEWER LINE NEW SEWER LINE ' SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER � � SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS -� EXISTING TORM DRAIN MANHOLE - REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF EXISTING SEWER MANHOLE ADJACENT PHASE. EXISTING SEWER CLEANOUT CONSTRUCT HANDICAP RAMP PER CALTRANS STD, DWG A88A -- - --- - - --- - - --� TRACT BOUNDARY CASE F SEE HANDICAP RAMP DETAIL A ON SHEET 1, - •--� -- - — -- — — PHASE BOUNDARY 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED CURVE TABLE CURVE, RADIUS LENGTH TANGENT 14- cn 25.00' 39.45' CV N N 25.00' 39.09' 24.82' f > W W LLJ J i W - B.C. STA. 14 +46.73, 12.00RT. STA. 10 +46.73, F.L. P.R.C. w 360 STA. 10 +54.66, F.L. �•- N N OD V N oC m I STA. 11 +74.28, 15.00RT. N lf? d' C33 d- , 1� d- N O} p 7 Q F-- d- to n•. OC3 � p � ui C.3 Z , , UNIT BOUNDARY STA. 13 +69.64, 12.46RT. STA. 13 +76.06, F.L. 1� B.C.R. STA. 13 +82.64, 12.00RT. STA. 13 +89.10, F.L. h w 1._ cr z , c� W r— <�CL r U .W - Q] I a , , ' i • � V) -H • • 7 M • CURVE TABLE CURVE, RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90. 25'09» 2 25.00' 39.09' 24.82' 89"34-51 !! 9 5 1 3 i 0.00 7 5 .9 4 .20 4 4 5 3 23 STATIONING TABLE REF. NQ. DESCRIPTION C.L. STATION F.L. STATION Q B.C. STA. 10 +47.27, 12.00LT STA. 10 +47.27, F.L. 2Q P.R.C. STA. 10 +54.41, 15.OQLT. STA. 10 +55.22, F.L. Q P.R.C. STA. 12 +57.04, 15.00LT. STA. 12 +59.47, F.L. 4Q P.R.C. STA. 12 +86.33, 15.60LT. STA. 12 +90.37, F.L. B.C. STA. 14 +46.73, 12.00RT. STA. 10 +46.73, F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10 +54.66, F.L. P.R.C. STA. 11 +44.99, 15.00RT. STA. 11 +47.42, F.L. OD V P.R.C. STA. 11 +74.28, 15.00RT. STA. 11 +7$.32, F.L. 0. P.R.C. STA. 13 +65.49, 15.00RT. STA. 13 +71.15, F.L. UNIT BOUNDARY STA. 13 +69.64, 12.46RT. STA. 13 +76.06, F.L. 1� B.C.R. STA. 13 +82.64, 12.00RT. STA. 13 +89.10, F.L. R.C.E. 33322 EXP, 06/'30/14 t I IT l DATE J NOTES. • 1, SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS, 2, LOCAL STREETS - PAVEMENT TO BE 0,20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE, 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE, CD O I— O-) Q 1- z 00 z W I < J W � 00 © n J c- W �o w m O pQp N csD 0 O a o J m m o LLJ a w cr _ o v OR O N 1Y i tr7 V) Q W 1`7� � V Q � O ZW Q �r 0 m C] w 1- a: z 4pli a� w �—a OD V Z Q 0. ' P"aMN4 0 CL O a � 1- W Z h w 1._ cr z z c� W <�CL w w 0 Z M � J � z v mil' L m v o Q W cy- U W t m t/7 o Lo a?3 LLJm o_ C3 Lil V) tz LLj d Li /�y/ ■ J. V; Q�� a Q o W W I Ill I T LL 0 1- a: h 4pli a� w �—a OD V Z Q 0. ' P"aMN4 0 CL a � 1- W Z h w 1._ cr z z c� W <�CL w w 0 Z M � J � z v m J ° v o Q W W I Ill I T LL 0 I/ 1111,1111111111111111111111111111��ll��l��111111111 I I I IIIIIIIIIIIIIII l��ll��llllllllllilllllllll I 11 11 iiii" I . " EX. STORM DRAIN EASEMENT 4& PER DOC• NO. 0206001828, DATED 01/04/2006, O.R. WHITE � AVENUE . SEE SHEET 15 130' s 3 3Q' I 7 11 1 8 f i1 8� MOTES. BRI(X AREAS i i :> j7 3 I a.x. _ ( '-'�Af Ida PACIFIC CLAY BEAR PATH PAVER: _ _ __�_�_ _ _ I � I I � I i 00� RED FLASHED f, L� f 30` BURGUNDY I .r.. i EX. STORM DRAIN EASEMENT I �- , CD j` f 10% DARK IRON SPOT PER DOC. NO. 0206001828, BRICK PAVERS , >, IN REGARD T DATED 01 /04/2006, O.R. SEE NOTES AT LEFT _d I �_-A ' EG D O THEIR COLOR, THESE BRICKS .�. -$�y . ; i ,� � SHALL BE RANDOMLY SET THROUGHOUT `_': ,1 , ,, - , sJ THEIR RESPECTIVE PATTERN. SEE SEINER AND STORM DRAIN PLAN FOR DETAIL PATTERNS SHALL BE AS FOLLOWS: ON, "THIS MANHOL ,, � 1 14 i' RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF �---�- - - --A-- -,. � y �_ ! 5 BRICK RUNNING WITH PEDESTRIAN TRAFFIC, `�" C \f , 1 . _. _d F / t 1 i A H ERRIN N BO PATTERN RN F E OR VEHICULAR AR NTRY VE L E WITH -. r SOLDIER COURSE BORDER, ALL BRICK IN THE SOLDIER .. �._.��__5>_: ; - -- --. - E., S 9 P). J COURSE « 3 Qu sE HA _.. S L A : s w L BE ALL BURGUNDY Y B GU D COLOR. . _. � . �,, . •� , TER i 3 4 IN a'•'. 1 1 INTERSECTION 0 TA 1 STA. 0 +00. aa, C.L. cL BOTTLEBRUSH D R --- - -�Ilt �"��11r 11 -- mZ . k .- u T 11 1 VALID CONSTRUCTION PLAN w _r< _j 11 11 Q ...,,�._ 11 1r J � t1. TAHAMA WAY TAHA IA WAY ° V i``" �"`"""_ � �' m J _j J SEE PREVIOUSLY -� SEE PREVIOUSLY APPROVED C) C3 CONSTRUCT NEW _I o �n w 27 26 Q w o o STREET PLANS PER TR. 6448 _j "' as AC PAVING PER NOTE 2 L.�:I o op, _Z p © APPROVED STREET Q Ir- Nt co rr j 11 F-- Q °a � N PLANS PER TR, 6448 W car It- taw LL �`' 20 w I oMCi w _i....i 11• -W-� i�w �'- 30 . �--' s 30 30 I -. u: i �,,; ,� I �.•/ u.: ml. + ( ,� ww -J v -; Q w U w s = --18 1.8 '-'- i - i tf}f� w wi _ i� cJ I ` I—— - U N I T 4 mot`- Q M ICON < '� >-- M N >- � (n- �`'-� i z >- � j >- " - W OCiN ; : I r w o �C73 _,_, 1. M� N C:) Q rry < +-+_ o Q N Q n o< M corn w + + + + w �" ot,• W �' w �' �C w + ❑p Lr,`r° = j °• + � + o = n rr. V c� c�•� , ww ++ 00 ° , - O �_ N �. N � ++ J a°3w °D j ��- ++ o x z mot- - _ + LY- Of NN + t+ + �- �' .�,.. V Q Mt`r} r� ! `�p r, V-- z I, �[¢ ¢Q '° I'^ o �� a p ,d Q r--��w N W 64 Lo Q , Q Q tr _. 1. �� I�ci w t~nt'I,Q •I t� c~n t-' ¢�[�Q z c-� c i c t'' �r`t- *��c zI �� -�`� -- { N SEE PREVIOUSLY APPROVED t �'IREA STREET 10 �t r- -+-C3w 1 -- Q m vXn �'~ _ i.�i t.- cncn T 11 / / A V) '^ 7 v�tnz° '-� �V) '-`-' "'�' STREET PLANS PER TR. 6448 SEE PREVIOUSLY APPROVED i��, - a_ q. a t.- 1! ! 5 f f'� y. p ,,� , STREET PLANS PER TR. 6448 "11-11 3 w - ».. -_ 1 T ! - a _._.�..__. ,. }_,.__. - 1 _.._. . �.__ __ _.__.._, t _._.. :_.,_ - _ �. �, _ d _.__» ___ .�,..o.... 4 _ r 3 r __ ` _ - _ 3.1 .. 2 c, _.,__ ._ .. _4, _ - - }� _. S-• ...�.- .. . ». ___ - T i -e y ,. - . _ t M v -.,,.. K ..s � s I � w } 1 ;e ...... .. -._�_ _. ._ t TYP L.: �� ____ . _- F_�_ _ tr. 1 _. 1+ tii F 8Q 12 2 1 -t� - 00-- _ : Q I 1i 4 �- _._ 68 _ -___ _ _.. ---I- 14 T _ 134.67 4 __. r.. ,,.W___ f YP. --I-- _ I 6+ f <_~ _ ._ _ __ _ _.. _ _ 0 C p� ,cw° .. L�i i -t-P•m - r( Z' � _ i 9_ _ fie. .,�. i._ ».. _ 4 'f �? - -�.__. 4 ` _. r i :t- f- _. . 7 6°;3� ' 1 `'i .. _ .. ._tea t-� b rf` M a i I y/. 1 _. __ 11 s ^E 4 r .. I .1 D` ,z \,!:�.f I I .. _... .A.._ - t 1. t'- ...,__. ... _,._... i, w • may, _.. _ _ ..-. t I I i w._ 12 � z .Y {r i i , ,___' , 10 _': _LL , LL. I • ;T .r s � • i, I i. 1. j a {, 3 - 3 _ ; , - "I '%, TA (i f �. '4 .z S 4+ _..4_ _. j w r _� w ;�_ 05.50, C.L. WHIT LDE N AVE. 11 1 _ __ _ _..: _._.. _._•. - IF 11 • c p,_ O {J_j� V .� - j L �. r µa 11 w . F-- �rm s w i .� - _. _ -- !( / _,, Y Y 4 r w cn 11 3 , 11 .. - :.. _ r. [r 11 _ r_. w 11 .' I r _. I-- __ .._., S y�],� ,. , ,. r «_ BRICK PAVERS 4 i ; ,�_. �,., w o c} {., �- m t - w , ��'�// n ((�J J O [L' CL' i� . O 1. r - x. w : is �/ ��yy LL_ . s , w, _ : SENT '- � �- o : ��: Lr} ;� c, � ; � .:._ � -� _,. �.�o�.� _... _........- , E NOTES AT LEFT ter o O = - !. ;r _ �__ , Ca . i C3 __K _ _ _�.. C) L c> to _ 11 �. 1 - _._ I »_ N �:. Q LC) N �\ `.•�."? _��yi ! !- C) Ki /^� Wit'. . ..l J -t- J -� 4 ,'. -! , ✓. , _ �. W Li3 V Z m ;. r W. t 10 �._ .nw ( w , U w w y ' ' ,.4 J T. _ ,11111111111 11 I I ( t : ;_< t- . J p t _ t``(� 0 w. I m b r''3 r w �; , N-? N7 r� oC3 \fY E-- CJ Z w �, N �� ,,,,, ".. 1$ } (; '18 . r� r. as to o Lo I F __. I >- c� � � � : �t9± W • C'V d= Op d' •d� tQ ,; , d� i.D d= ct3 Y { I �. CQ _1 I , E X. STORM ( _ _ s W- ° �' '- zo L� to n r- o 118 £ 1 1 ( ,� a r-. o o, o `� °° L� °° u rte, �`^ S 0 M [RAIN EASEMENT I-- 4+.n- co -.. 8 =- Q 1$ .I 3a I ; 30 v� -�..�. + + -+- + + Sri °ci- ♦-c�i •-Q-- -CD -�-.- PO C6 c� •.+ _.�._... _._ F PRIVATE Q A _ �, ._ _ - -- -- -- _ _._ __ - ._ -_.. _� -r_ PARK r PER DOC. N0. 0206001828, _; I o o `+" O o o N N c�1 r7 d- , ..- N N rn PO K) � r` r.. �-� _ g 0 12 .�.- o c� r .- + + + + + + + ..� 30 30 + + + -+ + + + + " c; d _ 34 ;, z j -4, DATED 01 /04/2006, O.R. cY to N C%J N N N N N N M M M M ►� M M M ;► ; z ., SEE PREVIOUSLY APPROVED _ WHITE ALDER AVENUE Q .� Q �r -- .- �- m o oa o _,_M 1. f LANDSCAPE PLANS PER TR. 6448 �' r- FAIN LILY c3 r_ t . SEE SHEET 15 }- �- �-' ;`_ � E �-- w �- ,-- ' ,aC <c ¢ o �-- �' MEL FLO'iR STREET cn cn m cn cn a- cn cn cn cv d ¢ ce Q t3 Q SEE SHEET 12 t3 �_ �t cv Q Q Q �c Q �-- ' Q ca o I r_ �- +- r-- f- r- r_ I— r-- F-- �-- F-- f - I- f-- z Q w N c> am V) V) a cn V) w cn U, oo cn cn r_Li in cn od cn cn a_ cn cn t�_i to to � us cr3 -1..� SEE PREVIOUSLY APPROVED � i , Ir `� ° STREET PLANS PER TR. 644$ • ti 5 S G "'`-`- EX, STORM DRAT A U N I T 7 SEE SEPARATE z E SEMENT STREET PLAN PER t f PER Doc. NQ. 1 ~ , o2a60o1828I 11 .A 5TH SUBSTANTIAL CONFORMANCE � w L I ; 23 f 1 = 23 DATED o1 /04�zOQ6, O.R. I I FOR TRACT 6448 -UNIT 8 � 5' I 35� 11. z I I ` g . -_Z , w D IL I v r S 1� I 11 C, i L U N I T 1 362 360 358 356 354 352 350 354 362 il 360 t I 358 s 356 1 35f4 I 352 354 ". 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90. 25'09" Z 10.00' 7.95' 4.2D' 45'34'23» 3 2 5.00 39.0 9 24 . 82 89T34'51" (4 500. QO 11 5.48' 5 80 O 1 3 14 0 1 �� 500.00' 70.46' 35.29' 08'04'29" 6 55.00' 90.94' 59.75 1 9444' 3" STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION Ql B. C. STA. 10 +47.27, 12,OOLT STA. 10+47.27, F.L. ❑Z P.R.C. STA. 10 +54.41, 15.00LT. STA. 10 +57.22, F.L. Q P.R.E. STA. 13 +67,54, 1504LT. STA. 13 +69.97, F.L. Q UNIT BOUNDARY STA. 13 +71.68, 12.46LT. STA. 13 +74.68, F.L. Q B.C.R. STA. 13 +84.68, 12.00LT. STA. 13 +87.92, F.L. a UNIT BOUNDARY/ MATCH EX. GRADE STA. 13 +71.6$, C.L. - Q I UNIT BOUNDARY STA. 12 +16.68, 18.00LT. STA. 12 +18.30, F.L. Q UNIT BOUNDARY STA. 12 +16.68, C.L. - UNIT BOUNDARY __V STA. 12 +16.68, 18.00RT. STA. 12 +18.30, F.L. "KEEt p "'u 5LY "fit (PRIVATE STREET ZANS pER T�'ROVEo Q SCALE: 1 = 50 HORIZONTAL R� 644$ 1" = 5 VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 19 362 360 358 356 354 352 350 348 20 LEGEND. * ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE. CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB f�ETURN 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 P.O.C. POINT ON CURVE T.Q.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX, EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. .r EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD, T -1. --C:>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -4z>- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS p : CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) I 1; I ' . I , 4 I , � z � ___ 11.1.-.,��1.1--�",��l-.�---�,.�.. i. .. 111. _.__.__.1__;_______._ i . t s = 0.64% ,� . I _ � L �_i. -� �� I I m 4 7 ti_......- :- :xi_.,- _..__.._.._m- ...._u. ------ ..._ -.. _- . - -.._ � ._.r.,__ 3/4 A �LEV. 351;.06 1 /2 A ELEV'. 351.00 i� ')I 'J I f ; - 0. 25% i 5--1 r_ mffm � _..:- - i .___A,.._,. -___._ +_ _ - _.- __- ...___.. -,_ �. _..___ -.__. ».r_ _.., t._ _ __ -.___. __ .__ I mn_. % ISTING {ROUND � 1 4 49 CENTERLINE / A ELEV. 350. , : __,_.-. _,112 A E ' V, _ 3,5059 .� _,. o ; ; : . 3/4 EL . 3`0.29 --- 1 1 w I : ; 3 10 11 12 LEGM (CONT. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -a-- "R1 -1" -- STOP "R6 -1" -- ONE WAY "55 -2" -END SCHOOL ZONE �R5 -1" - D0 NOT ENTER "W14-l" W31(CA }� -END "R26(CA ) " - NO PARKING „ „ -DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET flR4 -7" -KEEP RIGHT "Wl -7„ - DOUBLE ARROW "R81(CA)" - BIKE LANE W1 -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. ;_ :. =- °tl EXISTING CATCH BASIN EXISTING STORM DRAIN LINE -.___._.__u........_ __ � _,__.._ ...-- . ".,..___-- .....,_..____.. EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT w m �■ m m � TRACT BOUNDARY r� -- � a � . I __L_� 1 i �. - I I . � I t � I � i i I , � : � ; � . P � ; -- _.» ..._ ..__. .._..... .. __. __...._..,. _.,,. f R - . ... _. ._.... __ __ _ .. _... .. I � . : t ; . I � i ; � I . w � . . . i � � L � j . : . . � I � 7- i � � ; : � I I . ? I . . ; ; . . I 4, I I ; I � D w. _._ _ _____�___.z__ _ _ -.___. __ ____.. _ _ _ . __ _ « I � F) ___ t .__..._ °_ ___- 16 17 18 - - - -___ _.___,, ....... :._._.._. ____ _ ---- ---- _ --- ..__ Wit' fit' __.__.. Li' } CU I 5TH SUB$TAN VALID CONSTRUCTION PLAN COIF w___... I- _... j ___ - __ 4 __ _ _ »_ __A ___.._.__...._... j � I - �. _,. ,._ d - C�IVS'RIICTI{}NPLAN ~, QRtCT - Lo 448 - t I E .r_._ J 0 U_ 11 0- W=4 co . 7 t I ! � - _Lo o O Y L{`) Z CQ + � _.._,.. I w ��^ Z OD mt 4c M i f _- _,..____., v, , . � , . -, _.. _;,_:a N i - �r_.._. F . �_ ___ , ._ -. __. __.- .:. _. _ . . 8 F-- r-- ' w ( Z F-- t M w 3 M Vi O ~ (::) <I...J 2 op ' z j j t j - ' N m .- M I L/ f L� M m 0 o 03 f s j ; } #_r.- f w w Ma j __. ` w�._w_.:_.�.__,_...__�..._ -____ ____R__ S ,____..._.,....._,_ . ___,__._�..,..._ «, �«__.__._ 11 5 PROPOSED} CENTERUNE »,v___.__,;.__- ..�,_._,..�. -_,_ ;- .- _:- ____._.m_,��.___- A _M,_ .,�__._.. �.. __w.__�__. �_.�_ «_ 1. % v _ _.__ «_ _.___.,_ M _ -___ _.__.__.._.,,_, .i-- � -- I i- -, - .. ' _ _. I } ` - t ; r EXISTING GROUND - J W ` I 1. CENTERLINE ----+ - ._. .,_`.•. i -,-.--,--.,1--l'---.I 10 - --.-,.--,---.-,."- .. ............ . -,-..-,-.-.,..-.-"..----, ---,-, ... ,----"-,--"---; , -,----,-,-.,----ll..-� 11 -5 I ..,.---,--"'---i-w,,--i I ' -"-,r"".-'--, .... -, __._____,____.I ;1 _____ "; 1 _ . -_ -.-,--".,--,.! . , .,-.----,--.------,--- ___ ... _:.. __,. __.__ ,_ , _ _ -_. . tS3 -.. -.. ,:__.. ",-- .- ._....__ -,,. -_ ___.__.,._._.»..._,..__ _.,__ �..- ...J...- ; w .--- o '%� -ti'- : '.-.1.11-."---.-%-.---,,-��,-�i.; �-�.i I ! ten. 13 I 1; I ' . I , 4 I , � z � ___ 11.1.-.,��1.1--�",��l-.�---�,.�.. i. .. 111. _.__.__.1__;_______._ i . t s = 0.64% ,� . I _ � L �_i. -� �� I I m 4 7 ti_......- :- :xi_.,- _..__.._.._m- ...._u. ------ ..._ -.. _- . - -.._ � ._.r.,__ 3/4 A �LEV. 351;.06 1 /2 A ELEV'. 351.00 i� ')I 'J I f ; - 0. 25% i 5--1 r_ mffm � _..:- - i .___A,.._,. -___._ +_ _ - _.- __- ...___.. -,_ �. _..___ -.__. ».r_ _.., t._ _ __ -.___. __ .__ I mn_. % ISTING {ROUND � 1 4 49 CENTERLINE / A ELEV. 350. , : __,_.-. _,112 A E ' V, _ 3,5059 .� _,. o ; ; : . 3/4 EL . 3`0.29 --- 1 1 w I : ; 3 10 11 12 LEGM (CONT. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -a-- "R1 -1" -- STOP "R6 -1" -- ONE WAY "55 -2" -END SCHOOL ZONE �R5 -1" - D0 NOT ENTER "W14-l" W31(CA }� -END "R26(CA ) " - NO PARKING „ „ -DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET flR4 -7" -KEEP RIGHT "Wl -7„ - DOUBLE ARROW "R81(CA)" - BIKE LANE W1 -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. ;_ :. =- °tl EXISTING CATCH BASIN EXISTING STORM DRAIN LINE -.___._.__u........_ __ � _,__.._ ...-- . ".,..___-- .....,_..____.. EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT w m �■ m m � TRACT BOUNDARY r� -- � a � . I __L_� 1 i �. - I I . � I t � I � i i I , � : � ; � . P � ; -- _.» ..._ ..__. .._..... .. __. __...._..,. _.,,. f R - . ... _. ._.... __ __ _ .. _... .. I � . : t ; . I � i ; � I . w � . . . i � � L � j . : . . � I � 7- i � � ; : � I I . ? I . . ; ; . . 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( , ; - J _._ _ ______r.. � , � � . � j � ; I � ; i � : . I ; j I 1. . p m m . i L . I � I ; � w � . - � : z . . ; . � � � i ; ; : I . ; I � � � . � � � . � I w EXISTING CENTERLINE -� t M t�} 3 M 1 � O '�- a O CD (::) <I...J 2 op ' z j j t j C;d N m .- M I Li3 z �) , L� M m 0 o 03 f s w 10 w w Ma ? tJi . ; W i } J Lrs Z rr} c. 0 M E 00 - pry 0 V. -r W f J W ` W r' 7 Q pr} ----+ - ._. .,_`.•. i r/-� .... ■: _l[�•..) T ,.,.. -. - ,- G_. ., �% �,... _..ry' .. -.._., - - -- _,... .- . -..- -. ..- .._, -_, .-- tS3 -.. -.. ,:__.. ",-- .- ._....__ -,,. -_ ___.__.,._._.»..._,..__ _.,__ �..- ...J...- ; w .--- o '%� -ti'- : tt3 - Ljj I ! ten. ' =c: u gym\ O -*/ cr 31 tr _ t.v AX, V) i-. N r� -� t .. _ +�/�� N r^ N .. 1 m } m? CL � t1; I [!3 -i U Q cri t 7 Q (j Q 4U U w� f_ w ca 1m t� �., i J t� � \ % z . I 1; I ' . I , 4 I , � z � ___ 11.1.-.,��1.1--�",��l-.�---�,.�.. i. .. 111. _.__.__.1__;_______._ i . t s = 0.64% ,� . I _ � L �_i. -� �� I I m 4 7 ti_......- :- :xi_.,- _..__.._.._m- ...._u. ------ ..._ -.. _- . - -.._ � ._.r.,__ 3/4 A �LEV. 351;.06 1 /2 A ELEV'. 351.00 i� ')I 'J I f ; - 0. 25% i 5--1 r_ mffm � _..:- - i .___A,.._,. -___._ +_ _ - _.- __- ...___.. -,_ �. _..___ -.__. ».r_ _.., t._ _ __ -.___. __ .__ I mn_. % ISTING {ROUND � 1 4 49 CENTERLINE / A ELEV. 350. , : __,_.-. _,112 A E ' V, _ 3,5059 .� _,. o ; ; : . 3/4 EL . 3`0.29 --- 1 1 w I : ; 3 10 11 12 LEGM (CONT. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -a-- "R1 -1" -- STOP "R6 -1" -- ONE WAY "55 -2" -END SCHOOL ZONE �R5 -1" - D0 NOT ENTER "W14-l" W31(CA }� -END "R26(CA ) " - NO PARKING „ „ -DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET flR4 -7" -KEEP RIGHT "Wl -7„ - DOUBLE ARROW "R81(CA)" - BIKE LANE W1 -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. ;_ :. =- °tl EXISTING CATCH BASIN EXISTING STORM DRAIN LINE -.___._.__u........_ __ � _,__.._ ...-- . ".,..___-- .....,_..____.. EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT w m �■ m m � TRACT BOUNDARY r� -- � a � . I __L_� 1 i �. - I I . � I t � I � i i I , � : � ; � . P � ; -- _.» ..._ ..__. .._..... .. __. __...._..,. _.,,. f R - . ... _. ._.... __ __ _ .. _... .. I � . : t ; . I � i ; � I . w � . . . i � � L � j . : . . � I � 7- i � � ; : � I I . ? I . . ; ; . . I 4, I I ; I � D w. _._ _ _____�___.z__ _ _ -.___. __ ____.. _ _ _ . __ _ « I � F) ___ t .__..._ °_ ___- 16 17 18 - - - -___ _.___,, ....... :._._.._. ____ _ ---- ---- _ --- ..__ Wit' fit' __.__.. Li' } CU O Lo C� Lr3 __ v__.. ._ - Lti , _ _ t!') - M I ,ao • l rr} K) • W t I E W W a: �C`t w 0- W=4 co tQ O • -1 .' to �= d"Op Y ~` ' n • 1�v_ C) w ."" - - • a,.•4_........� l�, _ . .__ _ __._ _ W .« max.:. _..._.,..__..._._...,. �: ». _,_... _. »<_. _.,._._.., _, t......,_..._...__.._. :. .. _.- ._.:. - -�-- ,..,.- ... -._._ .__. .... _._.. _..,.._ ___....,.. -, •. ..._.._ _. ._,..__... ,._._.. .. .. ... -.. _..:._- _._.._,. -_. ., .. ..,_,...,. ..- .._... -... .. ._ ._._.. -._ _....... 11 w _, __.._ ._ ,_ _ .._ .. „ ._,_ _ .. .. _. M OD mt 4c M �+ E i • m ...... -_.-.s {T- ..:_ :. .,-. �-r T pi r- _ y ..moo.... �.Y.�u .,.V -ter= a� % W .• .T� i ti f `-..._ ..F ...... -:.... .. - - .._.?_ _--- ....,. -_. _,.......,_ _..:.-..-.-_ .. .........:. _.._., _.._ .... ,_:... _,. ..:::. :.....t .-- _. «,.. . -.--__ .. :. _._..__� .- )1._Uj tl? t] tI} tl i w cn tI} +i , C 7 -� U- _. _ _._.._ . � . i i % . : ? v , ..._.. _ .___ __,� 1L1 : � � � I . ( , ; - J _._ _ ______r.. � , � � . � j � ; I � ; i � : . I ; j I 1. . p m m . i L . I � I ; � w � . - � : z . . ; . � � � i ; ; : I . ; I � � � . � � � . � I w EXISTING CENTERLINE -� t co CC P __t;1"1___ ___ � � � � 4 . �:� ,,-- ,-I-,-----"-.-----t--L.--,��-,-__---'-' I I - or,,," { 0.51 4 - - - -- - ------------ - - - - -- - - - - -_ . , S % D,6 1Q _.�• _._.F . _ ._ t 3/ A E .350.38' _ .. _ _.,__ _ v1 E 3 _ x a i 4 A �LEV. 350 2 1 - . i t -1 ; I - -, 13 �I_ 14 � 10 10 11 LEGEN C - 1 _- NSTRUCT�GN NOTES. 1 CURVE NUMBER FOR CURVE DESCRIPTION C N TR " _' - 1 � S UCT TYPE B CURB &GUTTER PER G.O.B. STD ST 1 4) ITEM OF WORK -SEE SCHEDULE CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST--3 1n FLOWLINE STATION - SEE TABLE ( ) NOTE: 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING 8t PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT, SAWCUT EXISTING E.P. 1' BACK OR AS DIRECT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ED BY CITY ENGINEER. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. SECTION DESIGNATION: REMOVE AND SALVAGE SECTION LETTER TI SIGN WITH CONSTRUCTION OF ADJACENT PHASE. C __ _ A 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. 2 NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -- SEE SEWER 7 SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS 0 n I- CD o z co Nt z 1.1 I Q ::j J.rte[ .,d- Ld o 6, 1 IT- w Co a cLn QD N (y_ w V Q m n 0) � `G. OOD N 0 6 iii m q o J V) } m m 0 4 w cr O V I - IL I . , REVISION � _' � - � �,�' �,/ APPROVED BY: ,�� C� o �'Z7 RQGER A• McINTOSH DATE � R. C. E. 33322 EXP. 06/30/14 Co Q n ° _' Q L� ro I t) � Q 6 a c 2 ,x o k/ 1.� ` ` REVISION I �/5� APPROVED BY: '�a MARIAN SHAW IV DATE R.C.E. 32178 EXP. 12/31/14 d n A%h'- _,/� � �� -- REMOVE AND SALVAGE ) BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 1 D. 18 19 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. q3 TYPICAL POP-OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. >- m �� p =:) a! 0 04 LLJ Z C3 o = a: 0- W=4 cc ..% a w m PMM04 occ 0) M OD mt 4c M I A 4v .j IL I a Fm I 11mm X (:t Li N 0 cf) M :) co CC P w 0 a C) z ow (::) <I...J 2 clm� z W �m 0 cc J� C;d Z Z w 0 0 o a'.) 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PROPOSED ORTH % % 350 I 3 j4 © LEV. 35 .43 EXIS G GRC � 0 CE TERLIN! 1 2 2 ELE . 350 38 -� 1/4 E ELEV. 3 0.33 x { 10 1 11 364 .�.. .�....�. .��..�.........�.� - ..��.,.�.� ..ps . R..,...�.. .. ..��... . r 362 F o 2 20 I 5 W $ _� b 358 � x....�_�......�.�,�.�..,.�. -.f .�w�.,�.w��..,�. STREET RIGHT -OF -WAY DEDICATION TO »• K II, w 11. CENTERLINE OF 20' ODE THE CITY OF BAKERSFIELD PER BOOK _-D IMPERIAL LANE -. PUBLIC U11LITY EASEMENT 5737, PAGE 876 OF OFFICIAL RECORDS PER TR. 6448 -UNIT 5 SEE PREVIOUSLY APPROVED W �' AND TRACT NO. 4709, MAP 800K 37, STREET PLANS PER TR. 6448 '� c M.B. 54, PGS. 106 -107 •- �. PAGES 29 -30. 11,35 35 -41 q I t� w o of 23' 23' " •, w w 3 . U w w LANDSCAPING acm NO' Into o of ( 01 co cn rn ,�•� �er� �? t� .-,�.- �.+ N cv N N N N Ca �n of AREA II II it II tl w 5 g T n5 'rte z >- I > - I > - 1 >- z . a 00 oO op M op ._ �- �-- t� --- �.. - 5' r �+�-� oo to <t N mot- Q � m <t �n Q t-- rn cn Q SEE SEPARATE ._ o� + + + + + + + + + + + + + LANDSCAPING 55.00 0 0 0 0 o w o JEWEL FLOWER STREET � � � � � � ° rn >-c u� a� ' � � a� � � �' � v o W CD x ©o s- CIE o 0 0 o z.. mz .��-- ,,, �-�-- >' .- > fl3 > N N > N w N N N PLANS N N �i oo ai o SEE PREVIOUSLY APPROVED °`�''' � c� rr I • ,._ r U STREET PLANS PER TR. 6448 a ~ "? zx �¢ c..v Q¢ ° Q l a ° Q al ° Q Q c) -' -! 30 12 PR! SATE PARS wrncn wcncn�Icncn I m cn�,. J J -! J J _1 -J -1 �1.- -J ' '1 "° "mac' I NO Ui C t13 t!� 1 C-� # {n i/i l � cv � ... . .. �F a �.. �.. 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EX. 18 DRAIN 6+ �� r- ..� ri-. w...,.. 139.6 _ , D 19.07 15+ 00- 5 _ �- =x1D'� I ,_,_ o n`'- I U o o II qy$ 2 4 8 53$.71X. 8 SEWER �. o �° I °c > t W R 4 E E_ ...� �..�° �� : . �-. w - .1 ac �-�-, 12 LANDSCAPE AREA 15 --- EX. EWER 12 . . A ce J �-- ao o Lo o t� z .._ ---- SEE SEPARATE I U o + + + °+ N LANDSCAPING PLANS uj 3 5 2 �.. ..� 1 w z° w (3 --� _j > > N CONSTRUCT NEW �-' U -w w , n � .� °n -f ;gyp t Y _,.� �- �.. 3 L- cr c� AC PAVING PER NOTE u' 0 --1 00 4 .. .. < os, ri k:n .., .....��y._��ays �.. _...1 w w r� I I Z c7 b • t E x g_ w m as m N N Q a° d �- o ca 3 u: __i w _ v z J ° e it mot- E- �." t �-- to t cn w w w 3� 1 E w p �t � + o . c� cn cn c cn _ _ ,�, _ .� __,__�_ .•- i 18 18 , IT- 11 _; ,� 11. II N EX. SIDEWALK - 11 f U� Z cn Z U oO o <C 40 '-L ce- '-- 2 o + + y L N UQ, w ;'7 w < �a . �,. Im -� g C.0 Q m ? U ' _..,! © II ,: J >..._ � o o o - c� J + . cn • + /=-� cv cv PALE LILAC LANE < N ;z >/ 'q Qf(n 9 3 f 1 „3 .., D�..3? * w w w V[ J i�' D Q Q V w 2 U_j ©Q V i sue. ii W tntJJ r LJ o /c0 a z x�_ i- -w//�� w SEE SHEET 13 T- N1 • y J , f1/ ) Q 6 $ w " • }..� ` � O w V) V i f1/'\ Z U O W �r � c U 1'r3 L� w � cr� 7> HI U U +- a w f f E ,fir i� y LY] fn .4-C) N N W ~ V I, o Q .. w w 18 I 18 '"`" 2 w o [L' ++ t� Z + + <c c- U) mot' c� w CO C) , r� J Z L_ + Fw- 06c; +c�i cei 30 30 E °° o f w z ` N w =, LOW �� k -- QQ Lu 14 r �- � .-.- CANDYTUFT WAY Q *111 5 W ; � 4 m � � � CL Q . ¢ Q SEE SHEET 11 o to co o -+ _.; 13 . � a U �� m cn oa U C3 (3 W `_ w aci Vi to W to (n W o° o ,- } OO To ®c Z ? N 00 u)(n PRIVATE STREET) V_ SCALE: 1 " = 50' HORIZONTAL 1 " = 5' VERTICAL w w cn NOTE: ROUGH GRADING HAS BEEN PERFORMED z: z 14 DID 12 13 14 LEGEN C CON T. )= R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: �- "R1 -1" -STOP "R6 -1" -ONE WAY "55 -2" -END SCHOOL ZONE "R5 -1" - DO NOT ENTER �W31(CA }" -END "R26 (CA)" - NO PARKING „� 4 -1 " -DEAD END "R3 -5R" -RIGHT TURN ONLY "� 4 -2 - NO OUTLET "R4 -7" -KEEP RIGHT "� -7" - DOUBLE ARROW "R81 {CA }" -BIKE LANE � -6 - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" -CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN . - --�- -- - - D EXISTING STORM DRAIN LINE --- s EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE ID G EXISTING SEWER MANHOLE oc EXISTING SEWER CLEANOUT �� ■�� TRACT BOUNDARY PHASE BOUNDARY 15 16 LEGEND (C0L4Tj* O1 CURVE NUMBER FOR CURVE DESCRIPTiQN O ITEM OF WORK -SEE SCHEDULE 1Q FI.OWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SEC110N DESIGNATION: SECTION LETTER 2 SHEET v,HotE sEcnaN is SHOWN 17 19 CONSTRUCTION NOTES., O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. �4 SAWCUT EXISTING. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 20 21 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. -,,362 362 k 3 360 F M n 358 356 r 4 354 ,,352 350 348 a� 46 22 2 364 A 362 '360 360 -1358 x 356 �354 a y x -135o qqA F _ 348 22 �. ,364 I =362 NOTES:o EM AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90'25'09' ® 10.00' 7.95' 4.20' 4534128" 33 25.00' 39.09' 24.82' 89'34'51" 10.00' 8.04' 4.25' 46'04'40" 500,00' 115.05' 57.78' 1311'02" 6 500.00' 118.71' 59 ♦64' 13'36111" Q 55.00' 81.40' 50.22' 84'48'09" 8 10.00' 7.86' 4.14' 45`00957" on 10.00' 7.08' 3.69' 40'32'33" 1 t 10.00' 0.78' 0.39' 04'28'24" 11 10.00' 7.98' 4.22' 45'44'24" Qg 37,00' 10.95' 5.52' 16'57'27" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION Q B.C. STA. 10 +46.73, 12.00RT. STA. 10 +46.73, F.L. Q P.R.C. STA. 10 +53.87, 15.00RT. STA. 10 +54.68, F.L. [3] P.R.C. STA. 13 +65.58, 15.00RT. STA. 13 +68.01, F.L. ® UNIT BOUNDARY STA. 13 +69.64, 12.49RT. STA. 13 +72.83, F.L. Q B.C.R. STA. 13 +82.641, 12.00RT. STA. 13 +86.05, F.L. Q UNIT BOUNDARY/ STA. 13 +69.64, C.L. - MATCH EXIST. GRADE Q B.C./ EX. C&G STA. 19 +02.109 12.00LT. STA. 19 +00.31, F.L. 8 P.R.C. EX. C&G STA. 19 +08.99 14.98LT. ❑ / STA. 19 +08.17, F.L. 9❑ P.R.C./ EX. C&G STA. 21+02.389 19.61 LT. STA. 21+02.54'. F.L. s -1'360 AffRoVeD 8%f 1, 358 n w 1356 0, A : �► 354 m 14 (A- p ^- lk/ 1 v .6A-rE- P.C.E-, 3 2178 jP, Ke F. r -zO5.i/i4 ..3 350 P . 348 f 346 22 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES, J SEWER CLEANOUT TO FINISHED GRADE. plsV E r F I TN } > J mod Z 0 x (n [�. 5; � ill W c-5 MW Cl W uj LL. Q N � D r.. �� ■�� TRACT BOUNDARY PHASE BOUNDARY 15 16 LEGEND (C0L4Tj* O1 CURVE NUMBER FOR CURVE DESCRIPTiQN O ITEM OF WORK -SEE SCHEDULE 1Q FI.OWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SEC110N DESIGNATION: SECTION LETTER 2 SHEET v,HotE sEcnaN is SHOWN 17 19 CONSTRUCTION NOTES., O CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. �4 SAWCUT EXISTING. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 20 21 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. -,,362 362 k 3 360 F M n 358 356 r 4 354 ,,352 350 348 a� 46 22 2 364 A 362 '360 360 -1358 x 356 �354 a y x -135o qqA F _ 348 22 �. ,364 I =362 NOTES:o EM AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 25.00' 39.45' 25.18' 90'25'09' ® 10.00' 7.95' 4.20' 4534128" 33 25.00' 39.09' 24.82' 89'34'51" 10.00' 8.04' 4.25' 46'04'40" 500,00' 115.05' 57.78' 1311'02" 6 500.00' 118.71' 59 ♦64' 13'36111" Q 55.00' 81.40' 50.22' 84'48'09" 8 10.00' 7.86' 4.14' 45`00957" on 10.00' 7.08' 3.69' 40'32'33" 1 t 10.00' 0.78' 0.39' 04'28'24" 11 10.00' 7.98' 4.22' 45'44'24" Qg 37,00' 10.95' 5.52' 16'57'27" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION Q B.C. STA. 10 +46.73, 12.00RT. STA. 10 +46.73, F.L. Q P.R.C. STA. 10 +53.87, 15.00RT. STA. 10 +54.68, F.L. [3] P.R.C. STA. 13 +65.58, 15.00RT. STA. 13 +68.01, F.L. ® UNIT BOUNDARY STA. 13 +69.64, 12.49RT. STA. 13 +72.83, F.L. Q B.C.R. STA. 13 +82.641, 12.00RT. STA. 13 +86.05, F.L. Q UNIT BOUNDARY/ STA. 13 +69.64, C.L. - MATCH EXIST. GRADE Q B.C./ EX. C&G STA. 19 +02.109 12.00LT. STA. 19 +00.31, F.L. 8 P.R.C. EX. C&G STA. 19 +08.99 14.98LT. ❑ / STA. 19 +08.17, F.L. 9❑ P.R.C./ EX. C&G STA. 21+02.389 19.61 LT. STA. 21+02.54'. F.L. s -1'360 AffRoVeD 8%f 1, 358 n w 1356 0, A : �► 354 m 14 (A- p ^- lk/ 1 v .6A-rE- P.C.E-, 3 2178 jP, Ke F. r -zO5.i/i4 ..3 350 P . 348 f 346 22 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES, J SEWER CLEANOUT TO FINISHED GRADE. plsV E r F I TN } > J mod Z 0 x (n [�. 5; � ill W c-5 MW Cl W uj LL. Q N � D r.. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION Q B.C. STA. 10 +46.73, 12.00RT. STA. 10 +46.73, F.L. Q P.R.C. STA. 10 +53.87, 15.00RT. STA. 10 +54.68, F.L. [3] P.R.C. STA. 13 +65.58, 15.00RT. STA. 13 +68.01, F.L. ® UNIT BOUNDARY STA. 13 +69.64, 12.49RT. STA. 13 +72.83, F.L. Q B.C.R. STA. 13 +82.641, 12.00RT. STA. 13 +86.05, F.L. Q UNIT BOUNDARY/ STA. 13 +69.64, C.L. - MATCH EXIST. GRADE Q B.C./ EX. C&G STA. 19 +02.109 12.00LT. STA. 19 +00.31, F.L. 8 P.R.C. EX. C&G STA. 19 +08.99 14.98LT. ❑ / STA. 19 +08.17, F.L. 9❑ P.R.C./ EX. C&G STA. 21+02.389 19.61 LT. STA. 21+02.54'. F.L. s -1'360 AffRoVeD 8%f 1, 358 n w 1356 0, A : �► 354 m 14 (A- p ^- lk/ 1 v .6A-rE- P.C.E-, 3 2178 jP, Ke F. r -zO5.i/i4 ..3 350 P . 348 f 346 22 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES, J SEWER CLEANOUT TO FINISHED GRADE. plsV E r F I TN } > J mod Z 0 x (n [�. 5; � ill W c-5 MW Cl W uj LL. Q N � D r.. s -1'360 AffRoVeD 8%f 1, 358 n w 1356 0, A : �► 354 m 14 (A- p ^- lk/ 1 v .6A-rE- P.C.E-, 3 2178 jP, Ke F. r -zO5.i/i4 ..3 350 P . 348 f 346 22 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS -- PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES, J SEWER CLEANOUT TO FINISHED GRADE. plsV E r F I TN } > J mod Z 0 x (n [�. 5; � ill W c-5 MW Cl W uj LL. Q N � D r.. MJITr A I INCO A UVIkIll Ir WHITE AMER AVENUE SEE SHEET 14 (� 3 w 366 364 S 362 ._.�.x�,� _w .�.... . a �b.,_ �_ 00 C) 360 � Y >: Ul 358 In 356 co C) ICDD V_ 354 < m PROI 352 S 0. % EY, 351.28 350 LE 112 A ELE 351.23 1/4 ELEV. 3 1.18 348 30 10 364 362 Lo 360 z. uj 358 :z C:) < uj pe) C) �.__. w + m 356 :z 354' NS -PI, 352 3501----- 4- 348 10 364 r 362 00 In 360 00 j > >: rZ Lu w __j LLJ LLJ 358 �w_A L0 - -4 Pei 06 Pei r-_ co co >; 4 C4 co 356 Ld C) C) V_ 354 13i P OPOSEDISO 352 S 350 tiu k. 1 112 A ELE 350.98. El FV- 3 348, j z 3m 10 LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 12 13 1 - 4 ------ W6 c: Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LLJ "Rl-l"- STOP "S5-2* - END SCHOOL ZONE "R6-1" -ONE WAY 25.00' "R5-1 * - DO NOT ENTER �W31�CA)" - END 25.181 �R26(CA)" - NO PARKING Wl4-1"- DEAD END Lai R3-5Rn RIGHT TURN ONLY W14 - 2" NO OUTLET 39-09' U 89.34#51" "R81(CA)" - BIKE LANE "Wl-6w SINGLE ARROW "W3-3" - SIGNAL AHEAD "Wl-l" CURVE ARROW 25.00# U ci F(a) 1 AND STORM DRAIN PLANS "A" 7.95' CONSTRUCT CATCH BASIN TYPE 45034"23" C> 11* STA. 16+91.33, 15.00LT. EXISTING CATCH BASIN C), dl EXISTING STORM DRAIN LINE UJ cn a co + ac C> t i EXISTING SEWER MANHOLE o EXISTING SEWER CLEANOUT 9 ............ cn cn 10 B.C. MJITr A I INCO A UVIkIll Ir WHITE AMER AVENUE SEE SHEET 14 (� 3 w 366 364 S 362 ._.�.x�,� _w .�.... . a �b.,_ �_ 00 C) 360 � Y >: Ul 358 In 356 co C) ICDD V_ 354 < m PROI 352 S 0. % EY, 351.28 350 LE 112 A ELE 351.23 1/4 ELEV. 3 1.18 348 30 10 364 362 Lo 360 z. uj 358 :z C:) < uj pe) C) �.__. w + m 356 :z 354' NS -PI, 352 3501----- 4- 348 10 364 r 362 00 In 360 00 j > >: rZ Lu w __j LLJ LLJ 358 �w_A L0 - -4 Pei 06 Pei r-_ co co >; 4 C4 co 356 Ld C) C) V_ 354 13i P OPOSEDISO 352 S 350 tiu k. 1 112 A ELE 350.98. El FV- 3 348, j z 3m 10 LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 12 13 1 - 4 ------ LEGEND CON TA, Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: DELTA "Rl-l"- STOP "S5-2* - END SCHOOL ZONE "R6-1" -ONE WAY 25.00' "R5-1 * - DO NOT ENTER �W31�CA)" - END 25.181 �R26(CA)" - NO PARKING Wl4-1"- DEAD END STA. 10+54.41, 15.00LT. R3-5Rn RIGHT TURN ONLY W14 - 2" NO OUTLET 39-09' "R4-7" KEEP RIGHT , Wl -7 " - DOUBLE ARROW 89.34#51" "R81(CA)" - BIKE LANE "Wl-6w SINGLE ARROW 25.00' "W3-3" - SIGNAL AHEAD "Wl-l" CURVE ARROW 25.00# NEW STORM DRAIN LINE - REFER TO SEWER F(a) 1 AND STORM DRAIN PLANS "A" 7.95' CONSTRUCT CATCH BASIN TYPE 45034"23" PER C.O.B. STD. D-14. STA. 16+91.33, 15.00LT. EXISTING CATCH BASIN D EXISTING STORM DRAIN LINE S_ EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE STA. 19+04.189 12.00LT. EXISTING SEWER MANHOLE o EXISTING SEWER CLEANOUT "I w w "" w w �"�■" m m � TRACT BOUNDARY 111101 mm" • " wm" loom PHASE BOUNDARY VEoc7, We TRs 7202 III I.. 111 ■ NN CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL' 1" = 5 VERTICAL NOM ROUGH GRADING HAS BEEN PERFORMED 15 16 LEGEND (CON O1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN-` "i 1 • s wrl V %R 1 9-1♦ #,%%.#1 L_ Z_ VEST. TENT. TRIN 749W2 UNIT 1 17 18 19 CONSTRUCTION NOTES• 1 CONSTRUCT TYPE "Bps CURB & GUTTER PER C.O.B. STD ST-1 2O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448-UNIT 5 M.B. 54, PGS. 106-107 PALE LILAC LANE SEE SHEET 13 55' :z LIJ a �; m N cq Lo in CD C> olz a_ 12 15 117 6 &I U)w Q)i C114 oo (n in io _j CD C) uj 18' 18' + 30' 140 PALE ULAC LANE SEE SHEET 13 21 REMOVE AND REPLACE EXISTING CURB & GUTTER. EXISTING CURB & GUTTER TO REMAIN. D13 TYPICAL POP-OUT -SEE k ON SHEET 10. �s TYPICAL CORNER -SEE DETAIL ON SHEET 10. !�D5 jlj� ADJUST EXISTING SEWER MANHOLE, STORM DRAIN A , SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 366 362 360 356 I" %R-Tw 346 STREET RIGHT-OF-WAY DEDICATION TO ,.,THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 379 PAGES 29-30. 5 �-EX. BLOCK WALL LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS q INTERSECTION STA. 21+86.57, C.L. CHECKERBLOOM DR.= STA. 15+60.67, C.L. LN. 6 C-) < sysicn3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA B.C. 25.00' 39.451 25.181 90. 25#09" STA. 10+54.41, 15.00LT. 25.001 39-09' 24.82' 89.34#51" STA. 13+70.191 25.00' 39-27" 25.00# 90*00100" F(a) 1 10.00' 7.95' 4.20' 45034"23" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION B.C. STA. 10+47.27, 12.00LT. STA. 10+47.279 F.L. P.R.C. STA. 10+54.41, 15.00LT. STA. 10+55.22s F.L. 3 P.R.C. STA. 13+67.76t 15.00LT. STA. 13+70.191 UNIT BOUNDARY STA. 13 +71.68, 12.53LT. STA. 13+74.879 F.L. < P.R.C. STA. -16+62.049 15.00LT. STA. -_ 16+67.719 F.L. z < a: P.R.C. STA. 16+91.33, 15.00LT. STA. 16+98.619 F.L. P.R.C. STA. 18+82.041, 15.00LT. STA. 18+90-949 F.L. B.C. STA. 19+04.189 12.00LT. STA. 19+13.89, F.L. 0 P.R.C. STA. 19+11.33, 15.00LT. STA. 19+21.849 F.L. B.C. STA. 10+46.739 12.00RT. STA. 10+46.73t F.L. z P.R.C. STA. 10+53.879 15.00RT. STA. 10+54.68t F.L. 1� W W W P.R.C. STA. 12+46.149 15.00RT. STA. 12+48.569 F.L. M P.R.C. STA. 12+75-42s 15.00RT. STA. 12+79.469 F.L. B B.C. STA. 15+65-62, 18.00RT. STA. 15+70.471 F.L. 1 P.R.C. STA. 15+72.76s 15.00RT. STA. 15+78.421, F.L. [jq E.C. STA. 15+79.909 12.00RT. STA. 15+86.379 F.L. U B.C. STA. 16+73.689 12.00RT. STA. 16+80.15, F.L. il� P.R.C. STA. 16+80.831 15.00RT. STA. 16+88.10, F.L. P.R.C. STA. 18+66.149 15.00RT. STA. 18+75.039 F.L. 2L� E.C. STA. 18+73.289 12.00RT. STA. 18+82.989 F.L. B.C. STA. 18+88.289 12.00RT. STA. 18+97.98, F.L. [2 P.R.C. STA. 18+95.42, 15.00RT. STA. 19+05.939 F.L. B.C.R. STA. 13+84.681, 12.00LT. STA. 13+87.929 F.L. m E.C.R. STA. 14-4-58.68, 12.00LT. STA. 14+61-921 F.L. JR EY1510AI R06,Eg A. NIcIA/7-o4H Cyp 0 �AT 6 1362 I Av%j t�04AW C, 360 356 `354 350 348 2 346 MOMS: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B"s A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.501 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. D-14, UNLESS NOTED OTHERWISE. �j 7 4. AD ST ST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES SEWER CLEANOUT TO FINISHED GRADE. 11 A 1 F 1 m 0 n < o 2 co 0 Z < bj n w co w co r 0 o 0 A 0 cq 0 CA ZZ X c N k-, , X4-6 J Q O 60- o ii 11-1:D cmj 1�1 o A C44 v. cot z ui a FWMN04 < > O z < a: mj a. AID z 0 0 0 Z in 0 z a a: 1� W W W 0 z 0 z V) 0 2 m =1 Q 0 C-4 Z CD 0 Fn a 5; 1— o C) _U) L,J C.) I— V U) < co C) r Q_ W Q_LLJ c:) LLJ cn Ui < LLj cr_ al cy) C) cr) c) C:) C-4 O C) w w W I� IL 0 N 0 C44 v. cot z ui a FWMN04 < > z < a: mj a. AID z 0 0 0 Z in 0 z a a: 1� W W W 0 z 0 z V) 0 m =1 Q 0 w w W I� IL 0 12 13 NEW 18" DRAIN 14 SEE SEWER AND STORM DRAIN PLAN EX 18" DRAIN TO BE REPLACED - - SEE SEWER AND STORM DRAIN PLAN TL_ 15 0 U 16 cn Of w z CL-0 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 I ATV i 364 362 360 358 k 356 1 354 352 it" 350 8 348 346 10 WHITE ALDER AVENUE SEE SHEET 14 11 UNIT 10 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE Of PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER +, FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - Do FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. N R`s EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 12 13 LEGEND, (CONT.) R = 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: LENGTH R1 -1 - STOP "S5 -2" - END SCHOOL ZONE "R6 --1" -ONE WAY °A . <. "W " "R5 -1" - DO NOT ENTER 31(CA) -END 25.00' "W14-1" "R26(CA)" - NO PARKING -DEAD END U It� aW © W " " "R3 -5R" - RIGHT TURN ONLY 4 -? - NO OUTLET " "R4 -7" - KEEP RIGHT - DOUBLE ARROW 39.27' „W1-7" *R81(CA)" - BIKE LANE -6" - SINGLE ARROW I �IT "Wl W3 -3 - SIGNAL AHEAD W1 -1 - CURVE ARROW - o NEW STORM DRAIN LINE - REFER TO SEWER ri AND STORM DRAIN PLANS 55 CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D -14. 45'34'23" EXISTING CATCH BASIN - _ D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE Go EXISTING SEWER MANHOLE 90.25'10" EXISTING SEWER CLEANOUT ""' " • '�'""' • i �■� ! TRACT BOUNDARY PHASE BOUNDARY 15 16 LEGEND (CONT 1O CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE ril BOWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: sEcnaN LETTER IL 2 SHEET WHERE SECTION is SHOWN' SrPARAT�5 .STREET FLA1J F6-�R 47H � $7-► svasrAnrT/AL coN�'oucE- t::OR ?ReNCT 6448-Vfins 9 /I- 17 18 19 CONSTRUCTION NOTES& * O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. Kc 21 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CL _PROJECT li � II. U J U W W < ma- -J _.J U U Lo� e c6 LENGTH I! Q � ci I w 0 °A . <. II UW Q m 25.00' 39.45' U It� aW © W � :" " 11 cnQ Q J 39.27' in in I �IT - Z Q... RADIUS LENGTH I! Q � ci I w 0 °A . <. II UW Q m 25.00' 39.45' U It� aW © W 90'25'09" I Li 11 cnQ Q J 39.27' . I �IT 25.00' 39.09' STREET RIGHT -OF --WAY DEDICATION TO 89. 34150" 55 THE CITY OF BAKERSFIELD PER BOOK 7.95' 57379 PAGE 876 OF OFFICIAL RECORDS 45'34'23" I� AND TRACT NO. 4709, MAP BOOK 379 i I 24.82' 1 PAGES 29-30. PALE LILAC LANE TRAC41, NO, 5444 SEE SHEET 13 PG. 9 CENTERLINE OF 20' WIDE 90.25'10" PUBLIC UTILITY EASEMENT Q TO BE DEDICATED BY STA. 15 +74.819 15.00LT. SEPARATE INSTRUMENT 1O X364 362 360 358 356 354 352 350 348 346 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA B.C. 25.00' 39.45' 25.18' 90'25'09" STA. 10 +54.41, 15.00LT. 25.00' 39.27' 25.00' 90'00'00" STA. 10 +63.171 F.L. 25.00' 39.09' 24.82' 89. 34150" ❑5 10.00' 7.95' 4.20' 45'34'23" B.C. 25.00' 39.09' 24.82' 1 89'34951" STA. 13 +87.47, 15.00LT. 25.00' 39.45' 25.18' 90.25'10" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1� B.C. STA. 10 +47.27, 12.00LT. STA. 10 +47.27, F.L. ® P.R.C. STA. 10 +54.41, 15.00LT. STA. 10 +55.22, F.L. F- E.C. STA. 10 +61.55, 18.00LT. STA. 10 +63.171 F.L. [4] P.R.C. STA. 13 +58.199 15.00LT. STA. 13 +60.611 F.L. ❑5 E.C. STA. .13+65.331 12.00LT. STA. 13 +68.569 F.L. 6 B.C. STA. 13 +80.339 12.00LT. STA. 13 +83.561 F.L. ❑7 P.R.C. STA. 13 +87.47, 15.00LT. STA. 13 +91.51, F.L. OD •* B.C. STA. 15 +67.67, 18.00LT. STA. 15 +72.521 F.L. Q P.R.C. STA. 15 +74.819 15.00LT. STA. 15 +80.471 F.L. 1O B.C. STA. 16 +75.739 12.00LT. STA. 16 +82.20, F.L. 11 P.R.C. STA. 16 +82.879 15.00LT. STA. 16 +90.15, F.L. 12 P.R.C. STA. 18 +68.19, 15.00LT. STA. 18 +77.08, F.L. 13 B.C. STA. 18 +90.33, 12.00LT. STA. 19 +00.031 F.L. 14 P.R.C. STA. 18 +97.471 15.00LT. STA. 19 +07.98, F.L. 15 P.R.C. STA. 21 +32.69, 15.0OLT. STA. 21 +44.829 F.L. 16 E.C. STA. 21+39.84, 12.00LT. STA. 21+52.77t F.L. 17 B.C. STA. 10 +46.73, 12.0ORT. STA. 10 +46.739 F.L. 18 P.R.C. STA. 10 +53.879 15.00RT. STA. 10 +54.68, F.L. 19 E.C. STA. 10 +61.01, 18.00RT. STA. 10 +62.639 F.L. D P.R.C. STA. 12 +47.46, 15.0ORT. STA. 12 +49.889 F.L. Q E.C. STA. 12 +54.609 12.00RT. STA. 12 +57.839 F.L. Q B.C. STA. 12 +69.609 12.00RT STA. 12 +72.839 F.L. 2[� P.R.C. STA. 12 +76.741, 15.00RT. STA. 12 +80.789 F.L. 24 P.R.C. STA. 14 +07.98, 15.00RT. STA. 14 +13.639 F.L. 2Q E.C. STA. 14 +15.121 12.00RT. STA. 14+21.5'8; F.L. 2 B.C. STA. 15 +09.12, 12.00RT. STA. 15 +15.58, F.L. Q P.R.G. STA. 15 +16.261 15.00RT. STA. 15 +23.53, F.L. P.R.C. STA. 18 +12.52, 15.00RT. STA. 18 +21.419 F.L. 2L, E.C. STA. 18 +19.66, 12.00RT. STA. 18 +29.36, F.L. B.C. STA. 18 +34.669 12.0ORT. STA. 18 +44.361 F.L. 31 P.R.C. STA. 18 +41.809 15.00RT. STA. 18 +52.319 F.L. P.R.C. STA. 21 +32.159 15.00RT. STA. 21 +44.28, F.L. E.C. STA. 21 +39.299 12.00RT. STA. 21 +52.239 F.L. ]4 __TUNIT UNIT BOUNDARY STA. 15 +38.731 18.00RT. STA. 15 +46.811 F.L. BOUNDARY S 5 +38.731 C.L. - rzo6� #4�. Mc ►A-rash b%AT �tc�P. 06 /�o�i� APPRoV l5sD 15y = _ 22 NOTES* 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 3. AL CATCH BASINS TO, BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. yy t Y J 9Yj ! y Y N' ti {V e It 1. tP `rA 3 . El :_ a 0 H Cy) Q .d- oz � UQ�d- Z � I Ld W 00 S w Q J Lw (D o Fl- co c) w v N w w <t m zW V) o 0 N c 0 o U) } m o Y 0 � Q U a � j o J � 0 tV 0 F- C,.j � � Q v z W co OD •* Z •.., < a: 2 a: 0 1- tw cf) (a wz 0 d O Z < V 3: �....� 2 F- W z 1-- Q w 0 so= o GCS � M a low J U- D V t/1 -° a W U U W> W. CD�w 0 � © N Z oQ -4 W r 0) W W tV 0 tV . F- C,.j � � Q I�- z W co OD •* Z •.., < a: 2 a: 0 1- tw cf) (a wz 0 d O Z < V 3: �....� 2 F- W 0 um z 1-- Q w 0 so= GCS z M a low J U- D V t/1 -° a W r 0) W W LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT —OF- . WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.Q.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. —— FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. --�-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. a EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) LEGEND (CONT.): R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: R1 -1 — STOP "S5 -2" — END SCHOOL ZONE "R6 -1" — ONE WAY (C " — "R5 -1" — DO NOT ENTER "W31 A END " 4 -1 "} "R26(CA)" — NO PARKING —DEAD END , " "R3 -5R" —RIGHT TURN ONLY 4 -2 — NO OUTLET "W1 "R4 -7" —KEEP RIGHT —�" -- DOUBLE ARROW "� "R81(CA)" — BIKE LANE W1 -6 —SINGLE ARROW "W3 -3" — SIGNAL AHEAD "W1 -1" -- CURVE ARROW - - D NEW STORM DRAIN LINE — REFER TO SEWER ri AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D -14. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE (D EXISTING SEWER CLEANOUT "• • • • • • • . li TRACT BOUNDARY " •" •• �• •• ... �. PHASE BOUNDARY LEGEND (CONT.� O1 CURVE NUMBER FOR CURVE DESCRIPTION O .ITEM OF WORK —SEE SCHEDULE Fil FLOVVLINE STA110N —SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON — THERMOPLASTIC. SECTION DESIGNA110N: SECTION LETTER 2 SHEET WHERE ACTION IS SHOWN IV CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. lk-J ZU 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 1 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 11 22 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0,40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. 2, �N�y C 0 A t) 0 R 'A W- . u z W ..� Q w 0 l t .�..� 0 W 0 mi C3 Q o i-- w r/ L� a° U a W 11� I / 1 1 19 20 +� INTERSECTION STA. 10 +00.00, C.L. SCOTCH BROOM WAY= STA. 14+00-50, C.L. YELLOW LUPINE DR. 21 3M YELLOW LUPINE DRIVE SEE SHEET 9 U UtVtT 11 11 LEGEND* ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT - -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 3` @ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4• (UNLESS OTHERWISE NOTED) CONSTRUCT NEW AC PAVING PER NOTE 2 UNrr 10 1 BEACH f7cti ASTER DRIVE SEE SHEET 8 En cn ff 0 O W °D a z oQ (nm • J _j 27 Ud dN O c`4 00 co E' `n 26 TRACT BOUNDARY PHASE BOUNDARY BEACH AS DRIVE #_ STA. 16 +28.73, C. B L. EACH ASTER DRIVE 11 362 s . O TLc00j tN 360_ -� ,.�., J Lli I ' W w 358 C) 3. r_ �W e# CV + L t0 356 354.:. m (j) M (r) �. U) V) Y R 'POSE EST FLO I 352 1...�_ . - % 1 = 0. rn LO E XISTING F i r w z : 3 A.�.�..�,.o�a...�,-- .......�.wr � �• mows- .«.,... � � ..,y..b,. -t: :o<..ea.�.,. im.�n,c.,�.d.��..*w 10 11 LEGEND (CON T. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DES, IGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN N N 12 13 LEGEND,, (GON T. : R: 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: UNrT Rl -1 STOP "S5 -2" -- END SCHOOL ZONE _ "R6-1" ONE WAY AC PAVING " „ *R5-1 * - DO NOT ENTER WV31 �CA) -END 8 "W14-l" �R26(CA)" - NO PARKING -- DEAD END 1 R3 -5R -RIGHT TURN ONLY -�" - NO OUTLET cn cn uj "W�14 �R4 -7" KEEP RIGHT � -�' - DOUBLE ARROW i n � R81 (CA) - BIKE LANE " -6" - SINGLE ARROW uwl "W3 -3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW a D NEW STORM DRAIN LINE - REFER TO SEWER ri AND STORM DRAIN PLANS "A" C) CONSTRUCT CATCH BASIN TYPE o° PER C.O.B. STD. D -14. EXISTING CATCH BASIN N V_ -- EXISTING STORM DRAIN LINE 00 EXISTING SEWER LINE STA. 11+25.369 15.00RT. EXISTING TORM DRAIN MANHOLE J EXISTING SEWER MANHOLE _,..1 J EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY BEACH AS DRIVE #_ STA. 16 +28.73, C. B L. EACH ASTER DRIVE 11 362 s . O TLc00j tN 360_ -� ,.�., J Lli I ' W w 358 C) 3. r_ �W e# CV + L t0 356 354.:. m (j) M (r) �. U) V) Y R 'POSE EST FLO I 352 1...�_ . - % 1 = 0. rn LO E XISTING F i r w z : 3 A.�.�..�,.o�a...�,-- .......�.wr � �• mows- .«.,... � � ..,y..b,. -t: :o<..ea.�.,. im.�n,c.,�.d.��..*w 10 11 LEGEND (CON T. 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DES, IGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN _ _ N N VEST, We TRs 7202 CONSTRUCT NEW (1) UNrT DRIVE AC PAVING PER NOTE 2 8 Q¢ 1 cn cn m cn cn uj vin i m i n P.R.C. uwl J J J TR. 7202 J REMOVE EXIST. CURB & GUTTER C) o° o° o C> Cl C�* N V_ 00 r 00 cll STA. 11+25.369 15.00RT. C4 J P.R.C. _,..1 J ,J J 10 ._.j CHECKERBLOOM STA. 12 +25.863, 15.00RT, �- v d>� STA, 10 +54.149 15.00LT. ,-i U ti DRIVE ore 06 a c c o�d [1 o SEE SHEET 7 _ _ N N NN NN CHECKERBLOOI TANGENT DELTA (1) 1 0.00' DRIVE 4.20' 45734'23" .� ¢Q c� Q¢ SEE SHEET 7 cn cn m cn cn uj vin i m i n P.R.C. uwl STA. 11+58.68, F.L. VEST. P.R.C. TR. 7202 ' LUPINE LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ROUGH GRADING HAS BEEN PERFORMED in am 1 �J q INTERSECTION • STA. 12 +80.00, C.L. SKY LUPINE LANE= zl cm STA, 16 +26.68, C.L. CHECKERBLOOM DRIVE 0 . i 2 �- REMOVE EXIST. CURB & GUTTER > CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (1) 1 0.00' 7.95' 4.20' 45734'23" F-M-1 25.00' 39.27' 25.00' 90. 00900" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION Q B.C. STA. 10 +47.00, 12.00LT. STA. 10 +47.00, F.L. Q P.R.C. STA. 10 +54,14, 15.00LT. STA. 10 +54.95, F.L. C3] P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. [� P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. SL� P.R.C. STA. 12 +25.869 15.00LT. STA. 12 +31.519 F.L. Q B.C. STA: 10+47.00, 12.00RT. STA. 10 +47.009 F.L. Q P.R.C. STA. 10 +54.149 15.00RT. STA. 10 +54.95, F.L. maCO P.R.C. STA. 11+25.369 15.00RT. STA. 11+27.799 F.L. ® P.R.C. STA. 11 +54.649 15.00RT. STA. 11 +58.699 F.L. 10 P.R.C. STA. 12 +25.863, 15.00RT, STA. 12 +31.52, F.L. 11 P.R.C. STA, 10 +54.149 15.00LT. STA. 10 +54.95, F.L. 12 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.789 F.L. [1 P.R.C. STA. 11 +54.64, 15.00LT. STA. 11 +58.68, F.L. P.R.C. STA. 12 +25.86, 15.00LT. STA. 12 +31.519 F.L. 15 P.R.C. STA. 10 +53.92, 15.00RT. STA. 10 +54.73, F.L. 16 P.R.C. STA. 11 +25.36, 15.00RT. STA. 11 +27.78, F.L. 1�7 P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.681 F.L. 18 P.R.C. STA. 12+25.869 15.00RT, STA. 12+31.513, F.L. 1 UNIT BOUNDARY STA. 11 +40.00, 12.00RT. STA. 11 +43.249 F.L. UNIT BOUNDARY STA. 11 +40.00, 12.00LT. STA. 11 +43.23, F.L. 21 UNIT BOUNDARY STA. 11 +40.00, 12.00LT. STA. 11 +43.23 F.L. UNIT BOUNDARY STA. 11+40.00, 12.00RT. STA. 11+43.23s F.L. UNIT BOUNDARY STA. 11 +40.00, C.L. -- - CC> o...� � ..� k.».ya may,, .�1.,�..,P..,�.- .,.a..- ..� ,. �. =..z��..,a_.«.....,�,q,�>.:by:� 362 M M M V �F �M nj " N N 1 CV tV CV t� M d- > W w W �; 360 J J J J J — M W W W W W w Ty. 3 > UJ w 3 w w w i` {D tD z (o ... a W t� to cn 1 c� " + + + + N ._ U :356 V x D! n cn a tow cn F m cn � w cn m V) z �..,. 354 .a S =0 5% S= 1% 352 rx n N N (4 � M Ll t i � _j 350 350 J J s x W W 3 k 4 ., �, �. �.,..,. u. F. ti:. .: �....�.ax..w,.,..�.....T. 12 346 CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. 7 NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS 8 REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 0 6 bso I ly- �PPt'D r rNV/" -�-� s - r PRIVATE STREET / 9 CN R =10' R =25 10' /Pei R =10' 9 1 1 r o ' P/L moo TYP. CORNIER DETAIL SCALE: NONE PRIVATE STREET �7e_ — w R =10' =10' LNI 15' w w, ry y R =10' ? R =10' PA • POPm OUT DETAIL. SCALE: NONE TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200'. NOlE: T- IN1EftSEC110NS, CROSSES & DRIVEWAY'S ARE ACCEPTABLE PASSING AREAS. 11 REMOVE AND REPLACE EXISTING CURB Se GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. .............. 11, 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. TYP.� 5� �TW_ LO TVICAL PASSING AREA DETAIL SCALE: 1' =10' NO T S: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWIS 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAI SEWER CLEANOUT TO FINISHED GRADE. 01� RE-CORD D.,�ll,'...".AA�"-l".�,'��,I'NG�,,.; cn O M3 ,.— 07 z Q V O Z ()0 �- O Z Lt_ I Q J W U � W 00 w J � � W Cfl O C �.. co o� W <t m o Q N 00 04 (0 0 Z v m m o w ta o � 6i � Q _> U V 0 P\ 5� a al o� ui N O N r' J V U V W fiA a 4pl% D z >m c) maCO H � V Z Q (n Z 0 c,) O oC J cav C3 � Z Uo A co m Oo Vo WV L' � U JL Re IL 0 m CL c> o` Q N. ui N O N r' J U V W a 4pl% D z >m c) maCO H � V Z Q oar 0 c,) � oC J cav C3 � Z Uo co m Oo Vo cov w JL Re IL 0 6 7 8 JUL 360 358 356 354 352 350 348 346 362 C 3601 358 356 t 354 352 3 350 362 360 358; 356 3 354 I Y 352 CHECKERBLOOM DRIVE SEE SHEET 7 SEE SHEET 7 v W f fti� hK x C-ANDYTUFT WAY (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED CONEFLOWER DRIVE SEE SHEET 6 15 Q� �W J Z Z V0 to J ' oo� uj 00, of N� Z �< 04 cn CIO 350 348 S 346 ILO wad« w a�. a , . �,.- »,> ..�_a r _ • .» ,..<�.,.�a <. cli �,� • s ^ w�...+n.....Wa....a. ,;x...,aM„aw. r.,,.,w�..,..>,..,W„ �,.,. ...aa.a♦r„y,, j � `�-- W - a.,•:'"` »a�*4,,- 'S`a .�"+.,,s;ar,.au,.,a.., �,a ar «� *v.- ""„`°.`° W € W 4 vy N O Lot- a,:n >,.:a.w. mew ,.a,..,.a.,w.ew.�_,w•...r.».. , ,.,,,.:,,,a.,areka• » �...< vwa,..._.:r..�...,.�..,P.,....P k �' " y /�''� ",.'je""""°'° ,+,r+�- .>•�v.r ..,�.,.,�. ) anti aasa.ww,.,w..,,,.x,cv;�o. • m® .,o.-ss. �r a.....,..,.,.a„�o-o S� . �.-...r,,.._,. uY.,.....x\•=,. swG, w. y +»,.b,ara..w..:++r,�a..o..a..n� ®,._.. n \evmn�¢c,.... «_...e T_ �+ waN y ' ' Q 5 IL YL F'- LL' I— s W C) C:)J {!? 3 U Cn tY 00 A E w + EXI ING CEN ER IN a. �..�N ,� .. �. ♦,.r.. , �»�.�v.. ��.». f '. e- .a:....,..»ea .. �.�»s> w. ..a. �:.,a.~e�.,w..,.,. 9 »,..a -.. ...:....aQ�a { _ ,�. , »nan.o�.. ,.* «.�....n.�.a. -r.. i ,,.:.,.,..•a,•...e- ..,n.. i niz�.tu' ..,,_.a.. �.. a. �<..,.,.. ��,,....:,.,..,>.>. �..•,. �. a�, a> ak.> x. �. a��, �,_ „�..��>n„ »�.�,n...�,..,.�.,:..� »,._ ,....,.._..,�,,._a,� . �.�.xR....,a�>... _.�_ P,._�....�.,w.� ,a.�a.�.w..�.a�,�.m.� ,ss.,�..•r._a 12 :��..�d._.r� . wa. t�. u.. ...�_»..�....">.��.- .F..r�...:_ co N- F W s l i CO > 4— Lij W y i f '�+j O x N f. w W 8 a 7.—,---..- A__ ' t W © � ^�"""" .ro+n�..".zr, -•` a.r,...»� ei. W. .d�er...,,.:>....,..,,...;T... ,�ir�.�� - „wr,,,w�.a� ti • • J cj� 3: R $ f. U) + U Q z U x f (/) N EXfIN G CEN ERLINE ? � ��..» �,.._`.,..,. aa�..» �... yn. �..».— a,. �. � .,,,,.��ya.r�.�..�a�...a.,,,�,. � � • } a C�] � C/-) W ____ __ �`�-_= ----_- CD S -0.50 -- -- -- _. �N _ -`- -- _ ._ +_ -__ __- -------- - -- �_.•„�.a- .�.:....w..... � .,«..�>.,.,aa.. ,�,,. aim..,,: .+�,�..>y..- ,ma..Faa�r....,...w � €� a..,. � � �„w..„ � � � # � 10 11 12 LEGEND.: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.Q.B. STD. T -1, �-� FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -e- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. «m EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PFR r 0 R gTII qT - -4 (I INI FSS ()THFRIANSF N(�TFI)) 362 360 358 356 354 352 350 ✓48 346 '- 1,362 S 1360 3 _j358 k d 356 M,,.�.,....,4 354 3 z 352 350 -1 362 1360 3 1358 z 356 354 352 350 3m 346 LEGEND LCON T. R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: R1 -1 -STOP "R6 -1” -ONE WAY "55 -2" -END SCHOOL ZONE "R5� -1 " -- DO NOT ENTER �W31 {CAS" -END "R26(CA)" - NO PARKING W14 -1 -DEAD END R3 -5R - RIGHT TURN ONLY "W1 4 -2" - NO OUTLET "R4 -7" - KEEP RIGHT W1 -7 - DOUBLE ARROW "R81 (CA)" - BIKE LANE "W1 -8" -- SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1- -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. U_4� EXISTING CATCH BASIN - - D EXISTING STORM DRAIN LINE S EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE so EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT "" " " "'�"'� " " '�■ � � �... TRACT BOUNDARY "� ""�" ""' ""' ""' """ ..r. �■- -r PHASE BOUNDARY C F— W W z 21 C4 22 23 I lKirr a LEMON LILY DRIVE QQ c)c671ft%w ww4 LoLo SEE SHEET 3 ui nc f . 7++ N+ HUCKLEBERRY DRIVE UNrr 3 UNUF 6 SEE SHEET 2 aoo' Enu) BLUEBEL PLACE 36c 36 358 356 354 352 350 346 362 360 9 358 356' Y s f s 3541 {t 352 5 350 362 c 360 i 358 k i 356 354 4 352' i s 350 4 348 k 346._r (PRIVATE STREET) SCALE: 1” = 50' HORIZONTAL 1” = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED to III CURVE Q V� LENGTH TANGENT DELTA CD .i m 500.00' ww J 21.17' zc) LAiU CD 4 00 em> •»w�.aa.,r'w <..s��w• JJ 0 VU 11 t QO 00 �_ t �, ._...: r to U L N F w rl � � 00 o) N N F fW- r e- 433 Y � z ¢� Z - �� jo Vi {n Vj :. ) Y — '"l � 0 � € �_a.�.�. 2 "" " " "'�"'� " " '�■ � � �... TRACT BOUNDARY "� ""�" ""' ""' ""' """ ..r. �■- -r PHASE BOUNDARY C F— W W z 21 C4 22 23 I lKirr a LEMON LILY DRIVE QQ c)c671ft%w ww4 LoLo SEE SHEET 3 ui nc f . 7++ N+ HUCKLEBERRY DRIVE UNrr 3 UNUF 6 SEE SHEET 2 aoo' Enu) BLUEBEL PLACE 36c 36 358 356 354 352 350 346 362 360 9 358 356' Y s f s 3541 {t 352 5 350 362 c 360 i 358 k i 356 354 4 352' i s 350 4 348 k 346._r (PRIVATE STREET) SCALE: 1” = 50' HORIZONTAL 1” = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED to III CURVE Q V� LENGTH TANGENT DELTA CD .i m 500.00' ww J 21.17' zc) LAiU CD 4 00 em> •»w�.aa.,r'w <..s��w• JJ 0 VU 11 t QO 00 �_ t �, ._...: r to U L N F w rl � � 00 o) N N F fW- r e- 433 Y � z ¢� Z - �� jo Vi {n Vj :. ) Y — '"l � 0 � € �_a.�.�. 2 F CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA co to > 500.00' 42.32' 21.17' 04`50157" fa� �- ..., �» v -.� ,� .m ...y,� »��_ ..- �� _r..�,.�.� ,ti •w......��:.N z�,.r. F, 362 co to > > ! 8 d d 00 em> •»w�.aa.,r'w <..s��w• .— ..�.aau�c. ,>��s.Yxm>un�,.ayrr _ R a,x.s..vca „�.x..:..._-.+ -�.sr wa..r. �.- ...- xw,ss.us..a...eo...w., � 4 11 t QO 00 �_ t �, ._...: r to Lo F 7 � � � 360 O t F f . 433 Y � G of •: � � A L n F. - �� :. ) Y ��.�..� �_. �.a,><b �a.. �._.. t c t t �..__ u..�.as..raa,v.,�a�,.�.�ar��. ,..�.� -• �._ti �� ..:.�.�.��- R...._.�.��.:�r.�.�� € �_a.�.�. W —' F � {J� � ♦�. �.N 358 W i O .. :..o.e.,e.�.w,,.,.v...s..> -s... , >.�.wr. . u.....e..»a..- .<•=.v�v, sc.., n..,.: w. vaa• eoc=. ya.,,..._.,.. w,. a.. a,. n...,: u». mr..... aa.-..... a>r., �esax.. w,.,a.>..,.. a...... ur... aza._ �ti.....,. e..♦,..,». r.+... ar,_ n...... sw,. a- a..>- er:.ru..,.a......e....,. Y + W T 4 4 356 9� �v�,..._� ♦e. -.,. � }� +..•w....a,,.aa� Qi U � F t .�.�,.a.�w � .- - w»_n.,. . . w •_;,a+wazn+uva,+w.a » r+sA .�..r,. w,+.nww,e� � � M� -� 54 EXIST14C CENTERLINE �a�rnMV- .dnsay.•sars a M xrs N�e�a.mer:.�E .,.ae,.,y., a.� au .e�iva+amna,Sa:•Vr+a s = o - � �y�, ♦ �� nIIaxmAravwa. � Awva?. art - - - -�- ------------------ - - - - -- �_____ ---- - - - - -- e -- - -- ♦\ J � L / y 352 x - ♦g -- ------- - - - - -- ---------------- -- S 0.28% _ �- �- ~� EXISTING WEST 'FLOWLINE 3 �, E,.e. ...�._��..�r.t�. ,.a. _,..� R # 350 r g % s s s } n E ` 4 W 4 ♦., W p W a y w=.w uw wv. v.n W a _ .-' "M , s . u w .,.nwe m5 �+,. wwe ¢ an - t 4 { W -,�:a �.� , ��.� r._ u �_ -�� a._ W 4 3,48 4 d+•_xa.aaavv.r..,yawgye,..r�a � 1 Y M `m,f� �— a _ J ..na.....:��,_.r..�ra, v, ,,>.. o•..a.,a i ? � Y � t o... a= 4,,, s. a•. rA ..,.�,+,an�,.w�,.a..:v�- .,a. -a .- ai..�.t a>...�s.,�*..,,..,.. a. u.,._,. aa. sr,:- ,�..i>..,.vwn..;a »a...- .�.r<•. arum.- �+ �. �,,., d..- w- n-. a..+,...,.. a�,.., z.._ �>:•..> m. K• ...,..,,,a�.a�z.,.2av�a.,a.,,�n 11 Y r� �•, (f, sy. 346 12 13 { 362 q j g5 a p 3 00 ' ,^ P > 4 00 f Lo r � l\ � ..`_. ♦K.= � N N 4 a 3s0 Lo �i J� _ � t c ( s� . • ,.a .� M H 1 U 3 o4ww« W . a, n m. a.�w♦ „�„�rr . o..., m xs�-,ea- r:a K . •,.. w_..vo ow W v w A W L > a Ld t n J W -' 3Yi W , kawzwFVa♦w♦a.awua+ 'Ya:��aww .n,ma.,..:. W� £ W x 358 w — _ _: O 1 00 O Y` +� Q _0 to 1 .. . � _�. Y _ .n,, �. _ - as z �> W 4 �..., .,.�...�.,_...._.,. +,.we _w..a,.a,.,�.,,.a�„ a _ �°""" W C� � � � � r '-� �. ` °"" a 356 w o 3 + W W �- E } Y • ; Lu .. a�x;. a�, m.. �, :x..:x- ..:.,- xr,,..ra:++r>��'+F to.+,.+..zaa�w.>w,ar+arsuw - F _ v..eaeam. cw e� , s�>..�•exa.su,vxa..v., eswwv >...�..,vn A. 354 c-->' cn i !^ d V) v J _ S g f EXISTING CENVIRLINE 352 f E„ $ 10 +.,, w,:: w,.n.. w,«.,. a.,. �. r.. .w...,...�,...,....a.,...a•,a.. a — .a,.:«+� - �- w�.♦ ..�,,..w.�.�.a�..�.�...,M,.. -�_ ^> .��.. .�.�.�.�_�a�.�� .. ��. w,-. �.- ..a...�.,�a...�..�...a_Ma��...� 11 12 r .. �.. w.,_-. �aN. �... �,rw .�.�a.�a.,.��ar ♦a..�.�.�.,r=�.. ` 3 50 13 am....am.a+..uwr .savaw..nevxFUymmv ,. yw, wa¢ r. �. una.. wrvxaa .na�nnwveL•,ar�wrsua.¢ea,w..a,n. .a.v, ♦.>re -.L ..m,sn. ,+av�u rvrwr....+.ar � m- eu,.a+,.caaa,naca.bmwc+as_q•�. r,., wc..:. e.. rm,- v�..wxas�.,mas,�rww♦++aaasw � A Y W S W p N t i O� O � k>...._..�.awa,. r � U U ¢ k Q f W z EXI TING CE TERUNE i g y 1 � o� s s f S . �2 /0 S - 0.0% s = 0.2% o O a _n w -: 4j f. ar,.-,. ..+arsr,ca..- .+v.... %,.wc�ysv.” ern.. Ewa.+ r: aum,. „mna^aw*t�es..,..'>..aa:v.�.n , r». xw, oasmw:. u�u.+ s.¢.., cacnu�; x. axervutvi >..�ne_m...�_” "'- ",3°�`°e a •x�>t.r.:>•n ;t R f 3� EXISTING EAST FLWLI N E 1 � �- M,,.,�.,r�� a:.•�`�.�"�"° `��": °�`x��-�°_��x�_�..�_._ P 3 j W W W '. *+., atar:` baa, ar. xa „'tinw:a..�.,a'.iryn}`+a- aea'r -c ,s x. •.'m.'_sr+itl.-wsaausalaim�rJ„>a pp� ui J T��a.auwnr,w:un +,T - - •r. >.».'o.c9ew: aw , a+ mn,_. s+>, nr. a. pY .2+i,++,,.NUw�Wnwwu:_.�saY.,'r �'+-.srz+u xa., neev��y .u.,na'anvwmr:e.w�vHY,.uw ^+�. ,un F f 12 LEGEND (CONY)• O1 CURVE NUMBER FOR CURVE DESCRIPTION Q ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STAl10N -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMIOPLASIIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SEC710N DESIGNATION• SECTION ��R _2 sH�r w� SECTION is saowN y�, 362 i 1,360 u l 4 4 _ w 358 '356 M X354 s - 352 350 (e E 1348 13 CONSTRUCTION NOTES0 , 1 CONSTRUCT TYPE °B" CURB 8c GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER TD T - .SS3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. �4� SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT —SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � 0 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. IIIII,III'I .......... .. Ill 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP —OUT —SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER —SEE DETAIL ON SHEET 10. O 51 ADJUST EXISTING SEWER MANHOLE STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. N 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS OVER 0.5 ®' C4 AND MPACTED 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. D -14, UNLESS NOTED OTHERWISE. $,u§ 4. ADJUST EXISTING SEWER MANHOLES RAIN MANHOLES AN STORM D f °' Wh SEWER CLEANOUT TO FINISHED GRADE. tik,FT ,* 6 d �g hLL 4 Y,ta • r v, 0001dq /a,.l '7R) Z OWL-& 7 RE'CORD DRAWI'*-N(; y f Fy' f 0 �'— 000 N < to rn p z v— o U of o �oZ I <C _1 o J < �- W U _ .. ao V_ W(to cn 0 E Co o cry N of } LLJ } m Q W .0 > U z C W �W Y i 0 Fn Cr w r U m O oti W i. W i.� W QN N O UJ cm CL �a J W 10D Wz co 10L D � V ca 06 IUU co O�ZVQ O�U. 0 IUL >= 4WI to Comm) 0 ~ U� m � U M O w w F— 0) W."' co VIM I co to > > ! 8 d d 00 . ...a. . Lo �,.a a. ,:.. _w,w. >u -KS �» . u ....�.a „�>, ...:. _, �a t ._...: r to to W W 7 � � � � � a e f . .a�d,....=a.....a.,ra• LEGEND (CONY)• O1 CURVE NUMBER FOR CURVE DESCRIPTION Q ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STAl10N -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMIOPLASIIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SEC710N DESIGNATION• SECTION ��R _2 sH�r w� SECTION is saowN y�, 362 i 1,360 u l 4 4 _ w 358 '356 M X354 s - 352 350 (e E 1348 13 CONSTRUCTION NOTES0 , 1 CONSTRUCT TYPE °B" CURB 8c GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER TD T - .SS3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. �4� SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT —SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � 0 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. IIIII,III'I .......... .. Ill 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP —OUT —SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER —SEE DETAIL ON SHEET 10. O 51 ADJUST EXISTING SEWER MANHOLE STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. N 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS OVER 0.5 ®' C4 AND MPACTED 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. D -14, UNLESS NOTED OTHERWISE. $,u§ 4. ADJUST EXISTING SEWER MANHOLES RAIN MANHOLES AN STORM D f °' Wh SEWER CLEANOUT TO FINISHED GRADE. tik,FT ,* 6 d �g hLL 4 Y,ta • r v, 0001dq /a,.l '7R) Z OWL-& 7 RE'CORD DRAWI'*-N(; y f Fy' f 0 �'— 000 N < to rn p z v— o U of o �oZ I <C _1 o J < �- W U _ .. ao V_ W(to cn 0 E Co o cry N of } LLJ } m Q W .0 > U z C W �W Y i 0 Fn Cr w r U m O oti W i. W i.� W QN N O UJ cm CL �a J W 10D Wz co 10L D � V ca 06 IUU co O�ZVQ O�U. 0 IUL >= 4WI to Comm) 0 ~ U� m � U M O w w F— 0) W."' co VIM I �W Y i 0 Fn Cr w r U m O oti W i. W i.� W QN N O UJ cm CL �a J W 10D Wz co 10L D � V ca 06 IUU co O�ZVQ O�U. 0 IUL >= 4WI to Comm) 0 ~ U� m � U M O w w F— 0) W."' co VIM I N O UJ cm CL �a J W 10D Wz co 10L D � V ca 06 IUU co O�ZVQ O�U. 0 IUL >= 4WI to Comm) 0 ~ U� m � U M O w w F— 0) W."' co VIM I w w F— 0) W."' co VIM I STA. 10 +00.00, C.L. FAWN LILY LANE STA. 12 +80.01, C.L. CONEFLOWER DRIVE CONEFLO1IR DRIVE CONEFLOIWER DRI V SEE SHEET 6 10 d- 1 M 11°x°' �r + + BOTTLEBRUSH DRIVE Lo Lo SEE SHEET 5 QQ (nu) 28 t*%ft 27 � � INTERS ECTION STA. 15 +65.02, C.L. FAWN LILY LANE= STA. 12 +80.01, C.L. BOTTLEBRUSH DRIVE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 1 0.00' 7.95' 4.20' 45'34'23" 2 10.00' 8.12' 4.30' 46'30'03" 3 10.00' 7.95' 4.20' 45'34142" 4 25.00' 39.45' 25.18' 90025'09" 5 25.00' 1 39.09' 24.82' 1 89'34'51" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1� B.C. STA. 10 +46.73, 12.001-T. STA. 10 +46.73, F.L. Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. 3� E.C. STA. 10 +61.01, 18.001-T. STA. 10 +62.63, F.L. 4L� UNIT BOUNDARY STA. 13 +10.01, C.L. - Q P.R.C. STA. 13 +50.15, 15.00LT. STA. 13 +52.57, F.L. Q E.C. STA. 13 +57.29, 12.00LT. STA. 13 +60.52, F.L. Q B.C. STA. 13+72.29, 12.001-T. STA. 13+75.52, F.L. Q P.R.C. STA. 13+79.43, 15.00LT. STA. 13 +83.47, F.L. P.R.C. STA. 15 +10.44, 15.001-T. STA.. 15+16.10,. F.L. Fil F LOWLINE STATION - SEE TABLE E.C. STA. 15 +17.741 12.00LT. STA. 15 +24.22, F.L. 11 B.C. STA. 10 +47.27, 12.00RT. STA. 10 +47.27, F.L. Q P.R.C. STA. 10 +54.41, 15.00RT. STA. 10 +55.22, F.L. !�]3 P.R.C. STA. 12 +40.58, 15.00RT. STA. 12 +43.01, F.L. 1[�4 E.C. STA. 12 +47.73, 12.00RT. STA. 12 +50.96, F.L. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT B.C. STA. 12 +62.73, 12.00RT. STA. 12 +65.96, F.L. 1�6] P.R.C. STA. 12 +69.87, 15.00RT. STA. 12 +73.91, F.L. Q UNIT BOUNDARY STA. 13 +10.14, 18.00RT. STA. 13 +14.99, F.L. 18 P.R.C. STA. 15 +11.30, 15.00RT. STA. 15 +16.96, F.L. �1]9 E.C. STA. 15 +18.44, 12.00RT. STA. 15 +24.91, F.L. x F,-- - � I Aw. RsYISION � / / �f APf'R D AVE aY � � ROC,gi2 A. Mc /,vrosH DATE a,C_E. 3332.2 Exp. o6�3D /►� 1 _ 100 i101 -SHAW DA1 � re.C,iE, 31 l7 i�xP LEGEND: LEGEND (CON LEGEND (CONT,). CONSTRUCTION NOTES: NOTE S: FL ABBREVIATIONS FLOWL #NE POVC POINT ON VERTICAL CURVE Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: R1 -1 - STOP " 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 11 REMOVE AND REPLACE EXISTING CURB & GUTTER. 1. SEE SEWER PLANS FOR SEWER LINE STORM DRAIN LINE A AND DETAILS. CL CENTERLINE "R6 -1" -ONE WAY S5 -2 -- END SCHOOL ZONE "W31 ITEM OF WORK - SEE SCHEDULE � �� 2. LOCAL STREETS PAVEMENT , ELEV BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1 - CA -END R5 -1 DO NOT ENTER " { ") "R26 2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST--3 — TO BE 0.20 TYPE B A.C. OVER (CA)" - NO PARKING "W14 -1" - DEAD END Fil F LOWLINE STATION - SEE TABLE 2 .XSTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND BCR ECR BEGIN CURB RETURN P PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE " " W14 -2 - NO OUTLET R3 -5R -RIGHT TURN ONLY " " - DOUBLE ARROW "R4 KEEP RIGHT NOTE: 3� CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. OVER 0.54 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -7" -- "�-7" " " W1 -6 - SINGLE ARROW (CA) - BIKE LANE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 13 TYPICAL — AL POP OUT SEE DETAIL ON SHEET 1 Q. DENSITY PER C.O.B. B STD. ST 9. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TOP OF PAVEMENT "R81 " W3 -3 - SIGNAL AHEAD W1 -i -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. 4 SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. 14 — TYPICAL CORNER SEE DETAIL ON SHEET 10. „ 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5' OPENINGS TP OF VERTICAL CURVE FC FINISH CONCRETE - - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL LL W31 {CA) SIGN WITH OM4 3 MARKER AT PHASE BOUNDARY OF ADJUST EXISTING SEWER MANHOLE, STORM DRAIN PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE A " " SECTION DESIGNATION: TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. MANHQLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES ANV P,�L PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. STD. D -14. w U REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. PAVEMENT GRADE. SEWER CLEANOUT TO FINISHED GRADE._. E.P. EX. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING C f G CURB AND GUTTER EXISTING CATCH BASIN SECTION LETTER f) CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST --17.; ..` � FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT ---- -- - - D � � EXISTING STORM DRAIN LINE EXISTING SEWER LINE 2 7 NEW SEWER LINE SEWER MANHOLE AND SEWER CLEANOUT -- SEES EWER Y fi x SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. EXISTING TORM DRAIN MANHOLE W (n W Yi t REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF`Ta FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. EXISTING SEWER MANHOLE ADJACENT PHASE. _cD_ FURNISH & INSTALL STREET LIGHT --5800 LUMEN PER C.O.B. EXISTING SEWER CLEANOUT t.� CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A STANDARD OR APPROVED EQUAL. -""' ' ' ---� - - ---� - - �-- TRACT BOUNDARY Q N CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. -�-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER - -• -•• -� i•• �•• ••� -� PHASE BOUNDARY CONSTRUCT HANDICAP P ASSING AREA PER DETAIL 0 C.O.B. STD. ST-14. O ON SHEET 10. � :T EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WINGS ,.,; ;, .:.a y,. � e" W /3' ,. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) m o� W 2 4K zn 0 W v. � w U t- r 0 V W a d W (n W Yi t Q N O r 0 L 14: f -'r en 9 +68.85, C.L. PALE LILAC ML= STA. �j 20 +60.03, C.L. YELLOW LUPI DR. I ` 0 REMOVE EXISTING POWER POLE AND D OWNGUY PROJECT BOUNDARY LANDSCAPE AREA SEE LANDSCAPING PLAN 364 3621- 360 358 356 r ,354k- 352 3501- 9 LEGEND :_ ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ,ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - -�- FURNISH & INSTALL STREET LIGHT- -9500 LUMEN PER C.O.B. STD. ST -14. °i EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. - ST 4. UNLESS OTHERWISE � WI E NOTED) CENTERLINE OF 20' WIDE - PUBLIC U11LITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106 -107 IV t jrffkjmuT 19 LEGEND CON Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: LENGTH Rl -1 - STOP "S5 -2" - END SCHOOL "R6 1" ONE WAY L ZONE DELTA "R5 -1" - DO NOT ENTER 31(CA)" -END 500.00' "W14-l" �R26(CA)" - NO PARKING -DEAD END 22.66' R3 -5R -RIGHT TURN ONLY »Wl �' 2" - NO OUTLET � R4 -7" RIGHT W1-7 -- DOUBLE ARROW 45.36' »KEEP " R81 (CA) - BIKE LANE -6" - SINGLE ARROW 05'11'52" "W3 -3" - SIGNAL AHEAD "Wl -1" - CURVE ARROW - - fl NEW STORM DRAIN LINE - REFER TO SEWER 21.85' AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE 46.93' PER C.O.B. STD. D -14. 05. 11127" EXISTING CATCH BASIN 55.00' EXISTING STORM DRAIN LINE s EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE C) EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND....(CONT,): TRACT 7202 UNIT 1 I.. ,3UHLt: -I = "I HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED O1 CURVE NUMBER FOR CURVE DESCRIP110N Q ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN 15 16 17 CONSTRUCTION NOTE80 O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. (4) SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. > INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � 0 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. CONEFEOWER DRIVE o6 SEE SHEET 6 18 19 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &G UTTER TO REMAIN. i", ; TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. Ql J4 TYPICAL CORNER -SEE DETAIL ON SHEET 10. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN � 5 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. t E.C. /� INTERSECTION SOO.55'21 "W RAD. A. 19 +27.88, C.L. PALE LILAC LN.= STA. 21 +25.13 C.L. CONEFLOWER DR. 1 i CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106 -107 PROJECT BOUNDARY STREET RIGHT --OF -WAY DEDICA11ON TO THE CITY OF BAKERSFIELD PER BOOK 57379 PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29 -30. 20 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1�, 500.00' 45.30 22.66' 0511'27" 500.00' 45.36' 22.69' 05'11'52" Q 482.00' 43.67' 21.85' 0511'27" 518.00' 46.93' 23.48' 05. 11127" 5 55.00' 81,40' 50.22' 84'48'09" 37.00' 54.50' 33.54' 84'23123" 7 25.00' 39.45' 25.18' 90'25'10" z < Z 25.00' 39.09' 24.82' 89'34150" 78.00' 161.05' 130.60' 11818'16" 0 37.00' 10.95' 5.52' 16'57'27" 11 10.00' 7.95' 4.20' 45'34'23" [:077]55.009 81.01' .49.86' 1 84'23'23" APpkcvefl BY RO-se:R A. Mcl,h/TOSH R• c. ps. 3332t Fxj>, APPROvEr,> Of _-z //Iw MAAIA-4 -SHAW 1�.G. V, 3; t - 17 $ Exp 1364 r., 1362 r '360 i 358 356 354 352 350 NOTES: 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS. SECTIONS: AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED DENSITY PER C.O.B. STD. ST -9. TO 95% RELATIVE 3. ALL CATCH BASINS TO BE TYPE $'A" WITH 3.5' OPENING PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MAI SEWER CLEANOUT TO FINISHED GRADE. /____ -"7._ sill,L_ v_v R:E�CORD DR I 4.. Ntll m 0 �,- Cy) �Qcfi oz`)" 0 w q- 0 z L� I Q w W oQ w Ll (C) 0 to 0 N (� W Q m N �1 Lj LL `_„' Z X W ■l V 0) 000 c QD rn 0 0 a 'a m o Y W �.i 1 Qp 1 _> U V k Q m 0 cm Q kAl w z z < Z z W=J 5: QVU 1 W U U z 0 Z (.) r- r �.. W �.�.� Lu mj oC 0 C;d U. z CL 0 U v o V_ G� w oz �•...� <C O ` 1 F- LL; o, Q oo r, Q N O r w ct) t� ILI P : I o� 0 cm Q Cot z w z < Z z W=J QVU low u Cc z 0 Z (.) © �.. 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WcevY .wmerwraMiaa..knMw+x�enwvatrn. any r i s s I �, i� 348 � �� j I I I I _ I ayR� .. � yn ��.- i...,�.x$,...��._ ,. 4, - - -.,x -_. -,,-I---- I 10 360 � x 1 d 358 - C% L 356 .,k--- i I I 354 °, ...w 4 1 U 352 I s 350 ... ---- 1 348 � „�,Po,_ O ' I h i E tO to .- yfiI . :n ...,:.wnw. -r..., ,....,.,.:�.>,a,.m.,.,,.x -« • ,.o. .wn...� �,. I ° M to M g to �, A a I M .,..- .. I M . �\ M O tt7 O LO • r �� w ��//�� co S a` a f l 1. y i T' x . Q o t V� O I M M w,. �. t d o �" i ter./ �� , s g v T- W e- W W W LL- , >_ I _WJ W J W J W _ a �y �` U �/� Q A rvV I + I I + + r i + ° z La 4} O I Y + + i'` `� -}- . . o h ao h o - o -.,L .. d- + >�, ' /0 . � -{- + 0� � t: cn cv w v cn m ' ac 0:% n a: Q z` n ~ I� V_ ° r¢- �- Q I2. I I I ! PRCIPO; 1. i 17'1' 177 3 11 ^z) � ��.✓' D 362 � �- -�- M . _ __ _.r _, � T A ? g 1, f 3 y I ( Ji I �M,m-w. Y aw.x,nw I vn y, . 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T -1. _--1 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED E?UAL. --E3)-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. w�'�`` EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS �� _ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 12 U 4 >. 1 00 I m Di- d- "�' ci ° 5� __ - , dl a _ - U-1 d0` W J W --,, W0iM 1, W 14- - M i1 I . -� -_ 4, w (NO- pW W iI J � N h Z W> W � N + Zm w + w_j x .,� . g N ,La.l.....1 •� C] N u- r 0 . m Q ': i U .. m cn m: � + W Ill U M J W to .� . } Qn 1 NE 0 c-O a: c m © . -']=1__ __ XISTING GROUND I I C 1 ENT" LINE LINE .. s .:.h.•eww.sx,»..��s.eSb..o.. --m '4 __. ia.. rm». n,.,.+ e, ,..uxe......n..do«�..m._.._ 13 to 01 I M ,I , --f- - M _ C) I M I W W 11 xM... w pt a0 I Q ,I �- 1 W O 14- V- 1, W r" VN 4 � k Q QF � I a.. - I I EXIST1N . 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M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I ' I d- ° i E rn ---j----------4_---- . o yfiI . :n ...,:.wnw. -r..., ,....,.,.:�.>,a,.m.,.,,.x -« • ,.o. .wn...� �,. I ° M 4 R k '{ { Y > A a I �..�. �. 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T -1. _--1 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED E?UAL. --E3)-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. w�'�`` EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS �� _ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 12 U 4 >. 1 00 I m Di- d- "�' ci ° 5� __ - , dl a _ - U-1 d0` W J W --,, W0iM 1, W 14- - M i1 I . -� -_ 4, w (NO- pW W iI J � N h Z W> W � N + Zm w + w_j x .,� . g N ,La.l.....1 •� C] N u- r 0 . m Q ': i U .. m cn m: � + W Ill U M J W to .� . } Qn 1 NE 0 c-O a: c m © . -']=1__ __ XISTING GROUND I I C 1 ENT" LINE LINE .. s .:.h.•eww.sx,»..��s.eSb..o.. --m '4 __. ia.. rm». n,.,.+ e, ,..uxe......n..do«�..m._.._ 13 to 01 I M ,I , --f- - M _ C) I M I W W 11 xM... w pt a0 I Q ,I �- 1 W O 14- V- 1, W r" VN 4 � k Q QF � I a.. - I I EXIST1N . 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" ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I LEGEND.* ABBREVIA11ONS FL FLOWLINE POVG POINT ON VERTICAL CURVE C1- CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PGC 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P/L PROPERTY LINE R/W RIGHT -OF -WAY E.P. ' EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURS AND GUTTER * FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. _--1 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED E?UAL. --E3)-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. w�'�`` EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS �� _ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 12 U 4 >. 1 00 I m Di- d- "�' ci ° 5� __ - , dl a _ - U-1 d0` W J W --,, W0iM 1, W 14- - M i1 I . -� -_ 4, w (NO- pW W iI J � N h Z W> W � N + Zm w + w_j x .,� . g N ,La.l.....1 •� C] N u- r 0 . m Q ': i U .. m cn m: � + W Ill U M J W to .� . } Qn 1 NE 0 c-O a: c m © . -']=1__ __ XISTING GROUND I I C 1 ENT" LINE LINE .. s .:.h.•eww.sx,»..��s.eSb..o.. --m '4 __. ia.. rm». n,.,.+ e, ,..uxe......n..do«�..m._.._ 13 to 01 I M ,I , --f- - M _ C) I M I W W 11 xM... w pt a0 I Q ,I �- 1 W O 14- V- 1, W r" VN 4 � k Q QF � I a.. - I I EXIST1N . 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M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I to 01 I M ,I , --f- - M _ C) I M I W W 11 xM... w pt a0 I Q ,I �- 1 W O 14- V- 1, W r" VN 4 � k Q QF � I a.. - I I EXIST1N . 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M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. 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" ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I 14 'IR euR - _. - -, �a. 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" ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I IP i - x._-- ._- .__�- .- _- �. -�.. Lo I f S : I � t «� L0 Mj _ I k M i O € s ° `n n I t i 4 $ % � yi 3 > a > J I - ? W s J e L B _ _..¢.,..,..�.,..,�„. 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" ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I 14 15 - , cn s I i _-, i I 1 z ��. �� x� F a It k 352 Y _ - 0.25 x g I. g F i 0.25/ {/ Y Si 1 A , E .. I s 41 a+ -' " ��.�.�. 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" ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I I I 11 i ,v i ; I t , - --- ___.T_� w I i It ��s 2 , I ; I i 1, 3 ? I ; r a,. q t R e s i F W i ' q i 9 e .1 i N.....,...a:=,..m..M,M,,. .�,.... r- O (" W a0 O +C3) �, t� N �- r �. ^ ,w,,., K �. �, . aO � CO tf) ts3 ci -1 I I 11 or • V c.z.ar...� • 'R'.^A. 4wo a fr V g �fi- "� d` d tt') �O� �O� g .O^ p M fi �j M a M 6, +t� -A .T:-- ..U.a,n;.w,°,..ti.,., .w„.,,+•......,,..:..F... M { M B .' J Y♦ Y J co Y J Y) +i J © �- r 7 M W I'� 3 ".p x . .• ..E•.�....K �� 9 M M M M M M 1'r} M r O M ] t ' , s ---r---w--1---_ -1 �; :.� M --� W W W > > > I j j = j I W W € W co W C. j; j j > I > ] j s ry W W W W W W t� W _ > _IL W W J J J O'j r- ,q- $ W I W W W W W W w LJ M M I-'-r W W W W li W L�-1 a�� 35� qq- �- W W W i W Q( W il.I W W i W ---j -! --� Y J 9 J� _„ J �/ w. w w w w w >_ w QQ W W W� yg W :a,-..w>..,Hw.,.,...,, w w M e ! § W W Q W 11.1 t W 1i- j > `�' �' 4 t- r.1- t-= .= cfl S w i B Q M M ] -_ w w w •� I w __ w W W W d- l d. i . �. �''7 Q�00 M N N O w I � �-_ ej ©� r: h W# ¢ W h . co h M w cti - O W I o) '�' M (p N M W W W h' h M 0 (o �- � W h ? .4 tV + U �- I + + + uu! r e-- Ch a-"° e- . " ".' 356 + t 1 m g `- N n I I C) M d' O r t I co I cD I (o + + + + + ..� .__{ + 5 + # �- s- r- �- •- r-- r r r a-- r . �.. e-- r e.i • c> V U t-- • r- V C7 3 II �? 2 I I- = v r- v Q Q cv cv Q cv Q Q • Q Q m W cn om cn cn W • F-- z � • � I-- r--- -- r- r. _: � 354 r7l O cn LrJ to f - H r-- i- V r- I- F.- V }- }- C� CJ ti I,,Q_ r C.0 Q U Q Q C,j C� V) m �# a- in 1-'J O t� m to EL to to (n to f.1- (� W to PO .. �: " -. _. k o- - U? �° w m w cn m cn a cn W m cn a w cn m a cn W n I Lu c i ' v~i t.� I . FLOWLIN I I I �`_xo- 11 'I ..R PROPOSE I �.��:�� t 352 - I _ 5 -1.0 S-- 0.51 a , S -0.25 -0. 57 = S _ = .Q - - - - - -0 25 S 1 044 S - S x _" t - aNIIIIIIIIIIIII,.m.. mu i 1%"-" B � ., a .� a0 00 q I 0 i� f - - -- �-____ �' I T m r-- M O rn I RO S EAST OWLINE .`` : .� ��__ ��.: � n �.�� ..�:� v. .�. 4� �.�.� v �.� � Y �A fi.�. :� . .w 19 00 ao h O O 1-n ti) w. ..�.� a I .. 1� 350 9 s . h 3 tl� to to to � � _ 4 � I� 9 I n.:..:."_w _ r ..> » �..m ...yy« .. �.� .,� °m» � I O O O I x P ! M M t ].._., ) s 11 M M M - ,.m.� . .� -.� . �. - ��... - > > . _e� n �a �.. ,. -. y �. I D D 12 13 W w w _ J v n.�....�..�._..� _ ...- . . �..., �. �. �. ..�...,�..�...�.,.��..�...,�a,. ,M.. �.. � ...w... _ _ z 15 348 +'W >w jj}, 14 wwW WWW WJW J�J aa© aaa 17 18 W W W W w 4 Q .� •d d" N d- © < ,C � M .d- d. N 'd- , In , � r N V- � M LEQEND..(CQNTA 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: & "R1 -1" - STOP " "R6-1"11- ONE WAY S5 -2 - END SCHOOL ZONE "R5 -1" - DO NOT ENTER uW31 (CA)" - END nR26(CA)" - NO PARKING W14 -1 - DEAD END R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4- -7" - KEEP RIGHT W1-7 - DOUBLE ARROW R81 (CA) - BIKE LANE "W1 -6" SINGLE ARROW "W3 --3" - SIGNAL AHEAD "W1 -1" -- CUR1/E ARROW - D NEW STORM DRAIN LINE -REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN - D EXISTING STORM DRAIN LINE . EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I r. r r ......... m m .mm TRACT BOUNDARY ` l ` ` ll` � ..., .l . ` l' .l .......� PHASE BOUNDARY LEGEND (CONY J: O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 FLOWIJNE STATION -SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION -DESIGNATION: SECTION LETTER L_ - - - - - - -_ - . 2 SHEET WHERE SECTION IS SHOWN %C0*04STRUCTIO NOTES: 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O 5 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. � � CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. R/W 4.5' 7.5' -- k __j Q 1 I Z ` O Q s 65 O 2X . 1--1--sm- I PROPOSED -4- 5�� SIDEWALK PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I PROPOSED CURB AND GUTTER R/W .5' 4 Y J 4 W O 13.5' i'OPOSED SIDEWALK PROPOSED CURB AND GUTTER 1. �! \ _ - .___ V;w _ - _,_11, -- - - - -- - - - -- - - -- - - -- - -- _ -. `"' . _ I.... ., 78' 18' -_ - - I I Lu Z I p VARIES - 1 _5 I VARIES 1.5R c` v TO 3.59 TO 3.5R' A.C. PAVING AGG. BASE PROPOSED CURB COMPACTED SUBGRADE AND GUTTER SECTION SCALE:11 - 1 STR ECTION VATS STREET) 0 0 72' 18' I I I I LLJ VARIES i.5% VARIES 1. ,5 c` TO 3.5% I TO 3.5.'x' A. C. tqNGJ � i AGG. BASE PROPOSED CURB- COMPACTED SUBGRADE AND GUTTER SECTION SCALE:1 " -10' � STREET SECTION (PRIVATE STREET) Rovtslo�j , L'I .,V\4�4. IIIIIIIIIIIIIIIIIIIIII- APP O Vd g'lll / --1 7 --1 4( DATE .c.6.3332 . Face 06/30/4 r R510l� .` " on _ "__.. Aprszovr -b B►� O,Awl R� N SHE! � ... t� A� f2,c..r. 32.178 &� t ltq. 1 % IL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 78.00' 162.40' 133.19' 119'17'25" .....0 37.00' 1 0.95' 5.52' 16 *57'27" 7 518.00' 10.26' 5.13' 01'08'04" -0 (A) 10.00' 8.09' 4.28' 46.22123" 10.fl0' 7.82' 4.12' 44'47'02" -_ @) 512.00 15.00* 7.50' 01'40143" 7 10.00' 7.85' 4.14' 44'58'51" �2) 10.00' 7.99' 4.22' 45'46'22" (0o"I"IlIllk 14.00' 7.95' 4.20' 45'34'23" 1�, 25.00' 39.09' 24.82' 89'34'51" 1 i 25.00' 39.45' 25.18' 90'25109" 9.09' 24.82' 25.00' 3 89'34151" 1D 55.00' 81.81' 50.60' 8513'30" 37.00' 55.04' 34.04' 8513'30" __ -11 500.00 '11'39" ' 45.33' 22.68' 05 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 13.50' 0312134" RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I RA -: :5 W -F pp,R 5zy SU�3S ?�}N T�� ;bnl �o/iv�,�c� F:0p% 7Rj4C-T64+8 - L)Aj � I.I.I.I.11111111 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. q2 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. IIIIIIII 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. 15 OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 12' R/W I _ VARIES i 4.5' I LANDSCAPE AI EA 2% X. 4.1 PROPOSED -•- SIDEWALK R/W 12' _1_ VARIES i 4.5' LANDSCAPE A EA MIN. 2% MAX 4. 1 I .. - PROPOSED -- SIDEWALK %L LANDSCAPE I AREA I MIN. 2� MAX. 4.1 , �V' PA I LANDSCAPE I AREA MIN. 2Xv MAX. 4. 1 N_- OS_.: BRl AREA S PACIFIC CLAY BEAR PATH PAVER: fi0� RED FLASHED 30� BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION El P.C.C. STA. 11 +31,58, 18.00LT. STA. 11 +31.94, F.L. 2[� P.R.C. STA. 11 +38.61, 14.95LT. STA. 11 +40.03 F.L. 3 , UNIT BOUNDARY D RY STA. ❑ 11 +39.00, 14.561-17. STA. 11 +40.59, F.L. ffl P.R.C. STA. 11 +45.45, 12.00LT. STA. 11 +47.85 F.L. E] P.R.C. STA. 11 +60.10, 12.001-T. STA. 11 +62.85, F.L. P.R.C. ff] STA. 11 +66.96, 14.98LT. STA. 11 +70.70 s F.L. Q P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L i E.C. STA. 14 +19.42, 12.001-17. STA. 14 +25.60, F.L. 9 B.C. STA, 14 +34.42, 12.001-T. STA. 14 +40.60 F.L. 1{0 P.R.C. STA. 14 +41,56, 15.001-17. STA. 14 +48.55 F.L. 11 P.R.C. STA. 16 +87.28, 15.001-17. STA. 16 +95.88, F.1-, E.C. STA. 16 +94.42, 12.001-17. STA. 17 +03.83, F.L. B.C. STA. 17 +09.42, 12.001-T. STA. 17 +18.83, F.L. 1. 1[� P.R.C. STA. 17 +16.56, 15.001-17. STA. 17 +26.78, F.L. [!I P.R.C. STA. 12 +26.60, 15.00RT. STA. 12 +25.78, F.L. M E.C. STA. 12 +33.74, 12.00RT. STA. 12 +33.73 F.L. U B.C. STA. 13 +27.75, 12.00RT. STA. 13 +27.73 F.L. 1 P.R.C. STA. 13+34.65, 15.00RT. STA. 13 +35.68, F.L, IN P.R.C. STA. 14 +06.15, 15.00RT. STA. 14 +08.79, F.L. 0 E.C. STA. 14 +13.29, 12.00RT. STA. 14 +16.74 F.L. 21 B.C. STA. 14 +28.29, 12.00RT. STA. 14 +31.74 F.L. 2 P.R.C. STA. 14 +35.43, 15.00RT. STA. 14 +39.69, F.L. P.R.C. STA. 15 +06.61, 15.00RT. STA. 15 +12.49, F.L, STA. 15 +13.75, 12.00RT. STA. 15 +20.44, F.L. B,C. STA. 16 +07.75, 12.O0RT. STA. 16 +14.44 y F.L. -0 P.R,C. STA. 16 +14.90, 15.00RT. STA. 16 +22.39, F.L. [99 Q P.R.C. 1 fi +$6.25, 15.O0RT. STA. 16+95.36, F.L. 19 E.C. STA. 39, 12.00RT. STA, 17 +03.31 F.L. B.C- . STA. 17 +0 . .00RT. " STA. 17 +18.31, F.L. - - 0 pq - P.R.C. STA. 17 +15.53, 1 STA. 17 +26.26, F.L. 31 P.R.C. STA. 17 +86.629 15.00R . 5TA. 17 +98.96 F.L. IN E,C. STA. 17 +93.76, 12.00RT. 18 +06,91, F.L. Q UNIT BOUNDARY STA. 11 +39.00, C.L. . [3 UNIT BOUNDARY STA. 17 +00.89, C.L. -- NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I NOTES: 1 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE . I . 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHC SEWER CLEANOUT TO FINISHED GRADE. xi 0 Q N U z Of w LLJ w ___j > ca z >; Cy- cn 0 Q 1-n -J V) o\J) 3 cn oC3 cn z > -o"; p 11- Ix ? _ '� V) U 0 I_ , . -Z: cn •. <c v-- z °°o -rP J c) �� cI w tj I m cn cn I 5 W W tY_ OC Q � �•. W e:�j N jo c C) ° ©. 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I 0 cy • �-- C.� (� = st J �--� Ix d 0 q cz rml< Do . I =C0 0) , zz ;"* <w C)co a> rml z <I.. I F"' 0 i cl;:� ( (1) ; 2)' P c,,., ) Q f. , o . oc M Lu Fmw F- 1llllllllllll, aw) 0 93.j IJLt z J 0 (3 O z C) Q C) < I 12 0 Cl jr 1 O Q C7 <=Zd W. .0) umm + mo Ion 0 /Irf{ /\ i 0 (m l cn < ' � F- ~ z 0 I � to Q Fl J ca Im o m 0 0) Q W to W I m I �z = �m_ �=_� W Lo Of Ir I 0 -C-0 9 C3 F. L. STATION 9 @) lc:) U %-- 0 w p �� - c) U 0 uv� �_ STA. 22+04.42, 12.00LT. , . )' . Ld C3 co 44% 0 LL: I CC * - 11 * I ; u-| ��/ ^� m iTylad . LL: t v ) __ STA. 25+19.42, 12.00LT. V) M V) (n ml(n V) B.C. STA. 25+34.42, 12.00LT. to / u� :r. ' .-,% �� ="= Lol UNIT BOUNDARY STA. 28+25.89, 18. OOLT. L�} �� < '� �� EX / =/ �� c5x5 - I RN ~e as �� I [�/ �w ��L� �� [� �- �� \ \ / / m�- \ | \ | � .lr- .. , , I 3:0 §6 P.R.C. 1 STA. 28+91.49, F.L. cn __j 1-i LO %_ I - Efl w w I Q L.L: - ;�LL_ - il �� U- I ! 0 _j I C5 (3 i I LZ I U: - 11 - z: Z - - STA. 20+17.41 v F.L. a P.R.C. STA. 22+45.95, 15.00RT. STA. 22+64.75t F.L. I �l 24- B.C. STA. 22+68.09, 12.00RT. STA. 22+87.70, F.L. - Ed - --, . STA. 22+95.65, F.L. R - �_% - 1-4- Lli C5 . RA B.C. - STA. 24+52.78, 12.00RT. Ki V_ q STA. 24+59.92, 15.00RT. STA. 24+83.579 F.L. ' - U P.R.C. STA. 25+56.48, 15. 00 T. STA. 25+ 1 81.75, F.L. . R E.C. - STA. 25+63.62, 12.00RT. STA. 25+89.70, . F.L. - 0 z: C) STA. 26+04.70, F.L. ' B m V)f (z)-i U) V) (Z)i IN, . �z = �m_ �=_� W Lo Of Ir I 0 -C-0 9 C3 F. L. STATION 9 @) lc:) U %-- 0 w p �� - c) U 0 uv� �_ STA. 22+04.42, 12.00LT. , . )' . vi uo w C3 co 11 -i i _j z Lij 0 LL: I CC * - I I . -r _j __j -i I * I ; u-| ��/ ^� N . LL: t v ) __ STA. 25+19.42, 12.00LT. V) M V) (n ml(n V) 2 EX. 3TRVM DRAIN EASEMENT 11 if 0 z W.7t) 8 ,-� ll� to Z-71 i-.-: F__: �_: �� J Ir < I c� f-, 0i __j __j 2 1 a j 0 C> __j :r7 f'� "t __j C> I C� ro Wa_ C) C) C) CONSTRUCT NEW I LO co (D ui I . . . 12 CD , -4- ,,�,; I - co 00 . ED AC PAVING PER NOTE 2 C6 5 , U LL- LLJ V) m f-I Li- u: C31 - * I.* (3 L� ILL: (jLz ,.- L'� 1, , -il .. 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I t LL: - - . - - L I -1 I - -U-,- - , - __O_� - - - 1 if 11) i I %__� , - I - ____ I / --- - I- I 1 61 @ """! 4 � ,,,-.-r-` , - -i 11 -i . I -_ --.,--I . 1 '51 V.Z/ A, "s, 'N I --, I . / -`_ I C) C> w 1_: m ro - . >_ L0 L0 Lr) cr :!I w k > r� ED . w - IaDi cm,4 i,'_c` . 11 �_ I I !>< C:� CD m -.16 __ 3:: + LO U:> 1: C) >_ if _, - I :> a- �_: I— I A cr w cr ;.1, I - -->j , c) t�! CD %-- I uj %_ = ---!r. --A- + -i- - ;k LO c6 v� if :z CMULOVER M Lb Lu OD OD to UD I.. F_ -j 31 . WIVE: r- C" C�) %-- w f*%- C3 " 28 = a I 0_000" w co ED %'m I- i ,d- w 0 00-c-4 Q6C4 �_ in 00 c" to LO I r%_ C> I * - '-No + + + + 26 r' ` 27 x A— -t- V) o %-V- M PO LO l0m B0nlEBRusH DRIVE im rw C> LO En 25 %_ Ir- V_ V_ + + + -F u %- v-- IV) m (N 1 ") < ++ CO ,::, 1 0i f-i cllj C5 4 C_� c6cd 1RUMPAMINE PLACE . %r- CD CD , 14 % Of "" CN n 17 "")ro tl'-) f.:) _j - rvl . . ft m q< 1. . m iR . 9 , �-- CN CN CN " " C-4 __j 14- to + + + + + + Ui V) V) LO V) V) . I— �_ 8 c-:),i Ln En z: m �__ F_ . F_ i . I— �_ . �_ I— c> CTC� . CNCN " CN . . . . . 0� . . w �__ CN I . ___ �!; --:� .ci 7 32 �_ F_ . STA* 18+00*0-09 Clo TO STA. 29+00.00 L (ZO En v) 3" 11 . I- iiiiiiiiijilljllll . --------.---"--.--,..,---,-.,.-,.'--J-"----'--'-""--'I'Ll.---'--- 'SE SE I " r . 4 , T,.,_,_,.___l_. . . I - s .1 A A I- I . ! 'i I j l I '.__ .... .11_._1__,__ ; I 111 .--,-.,----,--.---,-----,-,.,----"-,-".-"---,,-.,-L.--,,._..__".,_,____..__,._.",._,,_._..._,_ I 1. - . 1 18 19 11 < I _-1--.? I 18 19 Z m co 11 18 19 LEGEND: ABBREVIATIONS FL rL0VLINE pOVC POINT ON VERTICAL CURVE CL CENTERL�E BVC BE�N \�RT�AL CURVE [LEV ELEVATION EVC END \�R�CAL CURV� BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR BND CURB RETURN PRC P0NT OF REVER�E CURVATUR[ BC BEC|N CURvE pCC p0NT 0F C0�POUND CURVATUR[ EC END CURVE TC T0p 0F �URB p|vC POINT OF INTERSECTION rP TOP OF P�VE�ENT 0F Y[R�CAL CURVE FC FINISH CONCRETE P.0.C. POINT ON CURVE T.O.M. TOP OF MANHOLE P PROPERTY LINE R/W RIGHT-OF-WAY E. P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE Ex. EXISTING C/g CURB �ND �UTTE� * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. �� EXISTING SURVEY MONUMENT 1 -�- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -C>- FURNISH & INSTALL STREET L|GHT-5800 LUMEN PER C.O.B. STANDARD 0R �PPROvED EQUAL. -E3) FURNISH & INSTALL STREET L|GHT-8500 LUMEN PER C.O.B. STD. ST-14. -�z� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS .�� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) (PRIVATE 20 21 22 LEGEND (Q0NT.)9, "'-' FuwmmH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -*- "U-1^ - 3T0p ^ ^35-2, - [ND SCHOOL ZONE 'n6-1 - ONE WAY 'W�( - END ^R5-1^ - D0 NOT ENTER 'wn4-l' - DE�D D ^ R20(CA)^- NO PARKING , �4-� - ND OUTLET T "R3-5R" - RIGHT TURN ONLY , ^R4_7^ _ x[Ep RIGHT ,Nn-7^ - DOUBLE ARROW ^R81(CA)^ - 0K[ LANE Wl-Or - SINGLE ARROW ^N3-J~ - SIGNAL , CNAL AHEAD Wl-l' - CURVE ARROW ----'---------n-------- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DR/UN PLANS "=�� COw3TRUCT CATCn BmSIN TYPE ^x^ PER C.O.B. STD. D-14. =��= EXISTING CATCH BASIN ----- -------'o--------- EXISTING STORM DR/UN LINE ----- ---------s-------- EXISTING SEWER LINE �� EXISTING T0RW DRAIN MANHOLE �� EXISTING SEWER MANHOLE �� EXISTING SEWER CLEANOUT =�"m 0=�°�"= ==��= m"�� TRACT BOUNDARY � 23 24 LEGEND., ... ,l(CONTo): (l) CUR\� NU�BER FDR CURVE DESCRIPTION `_^ \D ITEM OF WORK - SEE SCHEDULE Fil rLOWLINE STATION - SE[ TABLE SEE CAORANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT S��PUvC �PAVE�ENT MARKINGS T0 BE THERMOPLASTIC PAINT p[R C�LTRAN3 STANDARD SPECIFICATION PTn-02ALxYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER N� & �________ 2 s*ccT WERE SEnnmu IS snowN--° -- zu Z5 25 26 ____ ----- __-_______ � 1, I __/ , Al 41 -A___ _ - __v __ ___... co Ir- -r- %_ 1 c) ui Q> c> . 1�- �- (j <� .c� 4 :2 i- �- (_>�- �- .,:e . �_�_ -, ij V) V) LLJ V) V) > V)V) -c� _e-e �_ V) I - < �_ �t << mm 1__�_ < 5� i- i-- m V) ulv) mui V)V) EX. STR0W DRAIN EASEMENT PER DOC, NO. 0206001828, PAT[Q 0/04/2006 O.R. / - 3" C0NSTRjjCn0bj NOMS. �� \�M TRUCT TYPE ^B" CURB & GUTTER PER ��B.STD ST-1 <� CONSTRUCT 4.5" S�ND�D ��E �DEWALK PER C.O.B. S0 ST-3 � � ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS S0. DWG A88A. / \ ' \� ��T�|S�G E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF \�/ TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. R[�0VE AND �ALVAQE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. <�> CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. /�� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER \�/ `-� AND STORM DRAIN PLANS /�3 RE�OVE AND SALVA�E BARRICADE SIGN WITH CON3TRU CONSTRUCTION OF ��/ ADJACENT PHASE. /�3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD . DWG A88A \�/ �-' CASE F SEE HAND/CAP RAMP DETAIL "A" ON SHEET 1. �^� CONSTRUCT HANDICAP PASSING AREA PER DETAIL \��' `-' ON SHEET 10. �� \o�' RE�OVE AND REpLACE EXISTING CURB 8c GUTTER. /��\ \mr/ EXISTING CURB 8c GUTTER TO REMAIN. \ » TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. q�) TYPICAL CORNER - SEE DETAIL ON SHEET 10. / ADJUST EXISTING SEWER MANHOLE, STORM DRAIN \* 'MANHOLE AND SEWER CLEANOUT TO VVNH D PAV[�ENT GRADE. 364 1 4 360 356 4 1 1 352 1 1 NOTES: BRIM, AffZ PACIFIC CLAY BEAR PATH PAVER: �U�R[D FLA3HED JD�BUR�UNDY lO%DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BEASFOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING NTH PEDESTRIAN TRAFFIC. H[00NBDNE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE 80L0En COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CUR DESCRIPTION C.L. STATION F. L. STATION 9 @) lc:) U %-- 0 w p �� - c) U 0 uv� �_ STA. 22+04.42, 12.00LT. , . )' . - 2.5, 11 -i i _j z Lij 0 LL: I CC * - I I . -r _j __j -i I * I ; u-| ��/ ^� N . LL: t v ) __ STA. 25+19.42, 12.00LT. . ^� iD 3 [-- 1 C�6 (�6 ) B.C. STA. 25+34.42, 12.00LT. to / u� :r. ' .-,% �� ="= vil UNIT BOUNDARY STA. 28+25.89, 18. OOLT. L�} �� < '� �� EX / =/ �� c5x5 - I RN ~e as �� I [�/ �w ��L� �� [� �- �� \ \ / / m�- \ | \ | /' | � ' Mynm � -A___ _ - __v __ ___... co Ir- -r- %_ 1 c) ui Q> c> . 1�- �- (j <� .c� 4 :2 i- �- (_>�- �- .,:e . �_�_ -, ij V) V) LLJ V) V) > V)V) -c� _e-e �_ V) I - < �_ �t << mm 1__�_ < 5� i- i-- m V) ulv) mui V)V) EX. STR0W DRAIN EASEMENT PER DOC, NO. 0206001828, PAT[Q 0/04/2006 O.R. / - 3" C0NSTRjjCn0bj NOMS. �� \�M TRUCT TYPE ^B" CURB & GUTTER PER ��B.STD ST-1 <� CONSTRUCT 4.5" S�ND�D ��E �DEWALK PER C.O.B. S0 ST-3 � � ( ) CONSTRUCT HANDICAP RAMP PER CALTRANS S0. DWG A88A. / \ ' \� ��T�|S�G E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF \�/ TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. R[�0VE AND �ALVAQE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. <�> CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST-17. /�� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER \�/ `-� AND STORM DRAIN PLANS /�3 RE�OVE AND SALVA�E BARRICADE SIGN WITH CON3TRU CONSTRUCTION OF ��/ ADJACENT PHASE. /�3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD . DWG A88A \�/ �-' CASE F SEE HAND/CAP RAMP DETAIL "A" ON SHEET 1. �^� CONSTRUCT HANDICAP PASSING AREA PER DETAIL \��' `-' ON SHEET 10. �� \o�' RE�OVE AND REpLACE EXISTING CURB 8c GUTTER. /��\ \mr/ EXISTING CURB 8c GUTTER TO REMAIN. \ » TYPICAL POP-OUT - SEE DETAIL ON SHEET 10. q�) TYPICAL CORNER - SEE DETAIL ON SHEET 10. / ADJUST EXISTING SEWER MANHOLE, STORM DRAIN \* 'MANHOLE AND SEWER CLEANOUT TO VVNH D PAV[�ENT GRADE. 364 1 4 360 356 4 1 1 352 1 1 NOTES: BRIM, AffZ PACIFIC CLAY BEAR PATH PAVER: �U�R[D FLA3HED JD�BUR�UNDY lO%DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BEASFOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING NTH PEDESTRIAN TRAFFIC. H[00NBDNE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE 80L0En COURSE SHALL BE ALL BURGUNDY COLOR. CURVE TABLE CUR DESCRIPTION C.L. STATION F. L. STATION 9 @) 1 0. 00' 7.95' 4.20 1 45"34'?3" STA. 21+89.42, 12.00LT. STA. 22+02.07, F.L. ' 0 B.C. STA. 22+04.42, 12.00LT. @ )' . - 2.5, )"25'09 " STA110NING TABLE REF. NO. DESCRIPTION C.L. STATION F. L. STATION 9 P.R.C. - STA. 21+82.28, 15.00LT. STA. 21+94.12, F.L. N E.C. STA. 21+89.42, 12.00LT. STA. 22+02.07, F.L. ' 0 B.C. STA. 22+04.42, 12.00LT. STA. 22+17.07, F.L. R P.R.C. STA. 22+11.56, 15.00LT. STA. 22+25.02, F.L. R P.R.C. STA. 25+12.27, 15.00LT. STA. 25+27.35, F.L. N E.C. __ STA. 25+19.42, 12.00LT. STA. 25+35.30, F.L. - 9fl B.C. STA. 25+34.42, 12.00LT. STA. 25+50.30, F.L. vil UNIT BOUNDARY STA. 28+25.89, 18. OOLT. EX - I RN P.R.C. STA. 28+42.28, 15.00LT. STA. 28+ 60.59t F.L. . R E.C. STA. 28+49.42, 12.00LT. STA. 28+ 68.54, F.L. . R P.R.C. STA. 28+ 71.56, 15.00LT. STA. 28+91.49, F.L. I - Efl P.R.C. STA. 19+70.94, 15.00RT. S I TA. 19+ 86.511 F.L. 0 E.C. STA. 19+ 78.08, 12.00RT. STA. 19+94.46, F.L. I - 9 P.R.C. STA. 20+00.22, 15.00RT. STA. 20+17.41 v F.L. a P.R.C. STA. 22+45.95, 15.00RT. STA. 22+64.75t F.L. EA B.C. STA. 22+68.09, 12.00RT. STA. 22+87.70, F.L. - Ed P.R.C. STA. 22+75.23, 15.00RT. STA. 22+95.65, F.L. R P.R.C. STA. 23+51.63, 15.00RT. STA. 23+73.67, F.L. " . RA B.C. - STA. 24+52.78, 12.00RT. STA. 24+75.62, F.L. U P.R.C. STA. 24+59.92, 15.00RT. STA. 24+83.579 F.L. ' - U P.R.C. STA. 25+56.48, 15. 00 T. STA. 25+ 1 81.75, F.L. . R E.C. - STA. 25+63.62, 12.00RT. STA. 25+89.70, . F.L. - 0 B.C. STA. 25+78.62, 12.00R'T. STA. 26+04.70, F.L. ' B P.R.C. STA. 25+85.76, 15.00RT. . STA. 26+12.65, F.L. - u P.R.C. I STA. 26+31.647 15.00RT. STA. 26+60.141 F.L. pol 0 B.C. STA. 27+32.78, 12.00RT. STA. 27+62.09, F.L. M P.R.C. STA. 27+39.92, 15.60RT. STA. 27+70.04, F.L. - fffl P.R.C. STA. 28+35.86, 15.00RT. STA. 28+67.60, F.L. U E.C. STA. 28+43.00, 12.00RT. STA. 28+'75.55, F.L. a B.C. STA. 28+58.00, 12.00RT. STA. 28+90.55, F.L. m P.R.C. STA. 28+65.15, 15.00RT. STA. 28+98.50, F.L. UNIT BOUNDARY f STA. 28+25.,59, Cl, - VA__ I ApPROVED BY APPROVED BY: MAhAN SHAW C. E. |V ~ EXP. 12/31/14 N011SOM. 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20` TYPE �B" A. C. OVER O.40AGG.BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50" COMPACTED �G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD, 5T_8. 3. ALL CATCH BASINS TO BE TYPE "� WITH �5'OPENINGS PER CO.B. STD. D-14. ERWI3E. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND SEWER CLEANOUT TO FINISHED GRADE. 4/x* I 2 '^ CD Ld 00 CN Of OD EN ac e-,0*0_4Ep\ � * LLJ la� x,N?, i�| �| . qp I = < "q C-t Z ujci = Z a+ ;RM4 4c Lu cm C. 1 - 0 >4 _. , C �- ir UJ F� am) w 0) a i z �j (j K10A. 00 c) z o < .. 2 I 0 C..) it w d c ;dw low � + Z CO 3: CD 1 . 0 : VOW a.,) (0) 44i Im- OD w LO co I r� 0 LL 0 0 ~ LLj EX Ef) LLI = § LO .;e Er � < qp I = < "q C-t Z ujci = Z a+ ;RM4 4c Lu cm C. 1 - 0 >4 _. , C �- ir UJ F� am) w 0) a i z �j (j K10A. 00 c) z o < .. 2 I 0 C..) it w d c ;dw low � + Z CO 3: CD 1 . 0 : VOW a.,) (0) 44i Im- OD w LO co I r� 0 LL 0 0 ~ �E < Q o CONSTRUCT NEW �� J �� o c; AC PAVING PER NOTE 2 V F-` ¢ J F-- a:- il♦ � +-- > x © ° C) 0 '�`� c oo UNIT 6 oww o �0 zM aM 14 0 c:) -�; m u_ °O w °p w 0 06 ai i 3 Q Cr W 0< �- w �- 16 15 J z �.. � a .� � ,> 00 ..- •z w !� F-- U --J J J (/? J J -'� --� -'� --� _..1 _..t --J J ....1 ems- i z z 6 LZ LL W U Lam. w U v Li Q U Ls. W W LL- �.�. W�� w w w w w w w w� � w w wt � w ,.� • wi rr 2 i ---"� `� r° o o i o +u © to i m °�'� ;?'``� � co (oi � � � � ` w � � ,.i b o � 0- UNFT 7 1 • �" cal }" r` C) di U ' _j r� • > - O "-� wa_ X N r_ m ¢ Z ©N M ¢ W +CO C7 a0 F•- r.. p� • 4 Q N d- �' N �2 CO C>o � '' wW -�- + + + + + + + cn + + + ¢ + + ``'',-' + + M atn rn a os >- h, �- .,.,� �u ¢ w 00 a0 �`' c� rn t) � �`.' v� co rn o as � rn � J � W © C l -�" "� W -�- + O `� � / � ��.► V1 > c) O o N --� ' �a� N N N N N N N N ,r- N N N W M M M M M '� -�- � 0 w '`j_ j Q �C to w c r� Q C I i zz¢w ¢¢ ¢ ¢¢ ¢ -- ¢¢ ¢iW m: a- Cl Q �Ci © '"�� ?c� �. - ¢ N. i E-- -- -- �-- �-- F- 0 w t- i-- F¢- t¢- F-- v co N I^ W ¢V? V) V) �' cn V) t cn cn V) V) i C---V to V? z o c cn vt i m cn V) c� � L` l �. LU �• cn co N CV c.,•9 VCV :, t, Q � � � tv oy EX. 8" SEWER � - - -` r -- -- -- 9 TYP. 15 ---EXIST. C G - �, 4 o o• ----- --28 +0 2� +04� -�-- -- 12 18 cy� c�, QI O' x }---- 5 00 55 21 E 280.0 -- -- _ _ E, 8 SEW# g 19 a-- -�~ ...� , �' m ; 'S �. EX. 8" DfAIN 9 -12 9 �--- 30±00 9 31 9 ... Q ..._ _ `� 10 11,x- 31+00 `"`'- ft co 9 91 2 - 32 9 ��, �� '�� _.W.___ - - - ---- -- - -- v • lap ._; --' = .- X151:` Sty, '� S� p,' w w - I! cow 00 co 3 ~ ~ aQ N t1� N cr) © O � + C7 C> 7 �j 7 w w+cam r s 00 «o co C:) 06 + co to co cn I V Ulu. VW ¢ .�i ,J a= W W C7 U LL U Li U! �- U F. - U L 4 F-- L:: a N 34 O nil w � w w w cn 0 cn c�s ui anri v, v L� to I V ai' V' i ^` iAJ 1 " v J /V'1 G� N,/ LJ„j Ie . r.n • i rw. I O d- 00 N d- �! CV M •-- z o z M C) n c°°v C LEMON IDLY DR'��lE cvai +� , i ai ai ��' �°y t`- + + + + + SEE SHEET 3 oM N co M co 33 Mn + + ,n, c.� OL.L: Z N Z N N N N 00 O O O 0 p 1- r,. -#- -#- cX,i cn w!i If 00 U UF-: , MM MM MM MM nn MM Mme-= F¢- X � H /F¢/� F�� ' �t Q c� ��_ c' FQ- t� Fd- rQ- ^ F¢.- !� c� <t r-, dam-' : ! c� J/`y� 6 m cn W c J c J • ♦ • us,,, • a ) )t cn cn w n w W cn m cn cn act cn cn (nt" Lei v? in `�' + , ! N 11 45 43 E RAD. �+N; E.C. INTERS to to _ �.j �Cj f INTERSECTION I tqwl NNW F T C?Le: Y STA. 33 +31.31 C.L. WHITE - 66<* ¢ Sy�T �R� STA. 1 ' ALDER AVE.- ad 2 O +661.55 C.L. HUCKLEBERRY DR, Coco STA. 29 +00.00, C.L. TO STA. 32 +47.73 C.L. co 14- V:C:)* N to (PRIVATE STREET Pon SCALE: 1" = 50' HORIZON AL ' (n (n 364 362 J 360 358 i 356 i 354 352 350 d 348 28 362 r�. 1 360 358 a 356 354 352 I 350 p 348 28 382 360 { 358 e 356 354 L 352 L 350 348 28 1 = 5 VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 100 VERrICAL �. CUR V c� CD 014 00 CD nw ..xm�u:w.,.,..- .ace�..,<a, -n.c wsn......,«. �m.+. n+ r.. rcua�, ww+ �m< w�.: �aw.. �,. n�r,... v. m.* ..n+tiv.�.w�.ynu�,pmn.+..�...wme �+aun.=p'..m.uw�,• -..•wn ..,n.ti..n as �wwe.+ww m;..�w.�e•..enuv..,..v..u.au � vu.wuu+x ... aw � +.�r+�+ti�+cx• �' ,.s*. +ww --r uve�».we.•caax ,__ _,_ _.. .x�.e�.m..rr,.�,v..rsw «.u....o. � .m�r,_.,..�..._.w_s.... k §£3j � � � .,�«� r�.„u,�:.�. > tiwrm,�.rw� v�ayrcv.+.�+.ve � ....�.�v m..,u�.v,.. �s ..e...,ae.�.n.a,w.. ,•+' ,.,.,:.v �,,,..�. - r..vn..+,- .m•�,e.,o,�.m,� z lmr_Z5 Z!�_ U app, CO �f7 C) Lo X Lo r �, if ow � � ui � t W W W � ui W U.Jwu 00 co -!- + ff) + }� + + g. n tj i + U) +i _ 1 cv) I i "ol - U u 3 w + C) U 01) r t-- }--- U`) cL o- U) W 3 m U) 4 MCI �-- Q a� aa- j Q U) a2 cn a1 to crn w¢ u)zo w R -- --- - -- - - - - -0 . 2s _ - - - - y -- - - - - --- ENTERL E -- -S - G WEST FL0IIIUN y i ,:�.i � ,.+. .m.,�xM.,.®,,.�•�'. ..,..... e,.. �. �..:,... a,•' �v. cw. r.. .,.�....«�+mx,•w..�..,,,..�w... -- �. w. �c..,.»,.... ..�..mu..�...w.,m.ma...�,c..�. .�..,.....a+.r��.....,.�,.�. �..b «.,.- - - f - - S<�..•....Na.•..r .....:...,tea 29 30 31 32 33 .,�: ..�.._,..� .�,�„� ,�,.,.�. �. _ ,F.>,.< -�.,,a ...,,..,,.�,.. , �.,., ��,. �... �.,•.., �., �. �..... ��... � .w.,�.��,..�px,- ,.�:,'.»,�.�. ..,�,.,• �,.... »_p., 5 ,�_..,,.x.�. ...,,.,-,,.....,.e,..�,, �<,..n.r,.�.�..,,...�.� �.,..�...�..,..n ,,.< ��.<., ��,.<. �...... �. �,.. �. �..: �w..,. s,..» �.. a,.. �,,..:,.. �., m..e, p...,, �. h.. �-.. ��,. ..,..T.b.�...�..�n.-- ul s� S z Lo Lo Lo { M x M M f W M M 4 i F . LuY vow,- ��.wo...... rwx.- �.,ar. z ....w- .m..c«.r. � ..w,,.,�.. � .... ..,- .�w........=,.x.�: „rw..ws..._•nw..'...e.,. � � r � f K ro.,a > . - RY 1`` .� �-« . a� • �., b . . .ate... f N ,. .., �,.. �,. d, . •.� >w ... • ,.pp rn i . . . . . . . . . • e • • } F A •e= aLL F-- y ' H :mm �.. ..aw c� cn cn PROP SED CE RLINE 4 tl I - - x Amwa_ 4- �.,.,,,.,.�.,,,.;..�.,.,•.,:�wu �..,.�,,.. ».. w.�n,_....,,.,�„a� �.,. �.r�„ry,.,„�.._..,,., �� -h; .,�.•__��<,..,,,�,,,:s.. 0 CEN RUNE r a , lA, ngavu. an++ vo+; m: arv�svwra-„ nu�'.+ rms. �, ernsnv ,w,w4�w.rwu�wuwrWW,ex- wx'....+4 . w,+'+' a��. x.. vun+ xa. 5w,%, �s. w.,. a�, '+�'A�ww /MStieenax...,acsa• >zu.. a � � Q}y j - . «.vu<+amo-o�i..++v+.,ew.. u++�•�•- Y+vK�*.i. Q-...+- . wwmvnala� A�' �^++ �, nvuo' crm,' ro+, �w.: u. oaa5n •,Nme.,'c�evs +s.ea�m�no�swe7k wt..a+u•,.*�t+n...ww+s+A �i � � re.We "ss+vx � uwew�rowar..wwre . e�wnuem> a. mw�4e ��-: rw�+.. sc+ �r+ ao�ew. axaw� ..e•�- sa.�.aa..w.w.an.vm,ue.nn a+..a �+wa -. ,.ms.,,,�..a+w.vu� 29 30 31 32 33 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 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 P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET. SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED - STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W J <3 LEGEND (CONT.). R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: -�-- "R1 -1" -STOP "R6 -1" -ONE WAY "S5 -2" -END SCHOOL ZONE DELTA "R5 -1" - DO NOT ENTER W31(CA)" -END 10.00 "R26(CA )" - NO PARKING "W14 -1 " -DEAD END 4.20' "R3 -5R" -RIGHT TURN ONLY �' -2 - NO OUTLET 10 "W1 "R4-7" -KEEP RIGHT -7" -DOUBLE ARROW 39.09' "� "R81(CA)" - BIKE LANE W1 -6 - SINGLE ARROW 89'3451" "W3 -3" -- SIGNAL AHEAD "Wl -1" - CURVE ARROW - - D NEW STORM DRAIN LIFE - REFER TO SEWER 25.18' AND STORM DRAIN PLANS "A" 18 CONSTRUCT CATCH BASIN TYPE 71.29' PER C.O.B. STD. D -14. 07'53'06" EXISTING CATCH BASIN ----- - - D EXISTING STORM DRAIN LINE S EXISTING SEWER LINE 0 EXISTING TORM DRAIN MANHOLE os EXISTING SEWER MANHOLE 01'01'30" EXISTING SEWER CLEANOUT ■ ■■� �� • ...� TRACT BOUNDARY - -� ■-- �- r■- -- -r PHASE BOUNDARY 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 9 10.00 7.95 4.20' 45'34'23" 10 25.00' 39.09' 24.82' 89'3451" 11 25.00' 39.45' 25.18' 90'25'09" 18 518.00' 71.29' 35.70' 07'53'06" 19 10.00' 7.82' 4.12' 44'47902" 0 518.00' 9.27' 4.63' 01'01'30" 21 37.00' 10.95' 5.52' 16'57127" STREET SECTION 78.00' 164.06' 136.51' 120'30'47" 8� 37.00' 11.27' 5.+68' 17'26'41" ® 512,00' 15.00' 7.50' 01'40'43" STA. 30 +19.939 15.00RT. 482.00' 65.16' 32.63' 07'44244" 0 10.00' 7.81' 4.12' 44'44'07" 91 10.00' 8.10' 4.29' 46725922" P.R.C. 488.00' 15.00' 7.50' 01'45'40" Q 482.00' 7.45' 3.72' 00`53'08" 37.00' 56.23' 35.16' 87'04'20" 31 500.00' 120.14' 60.36' 13'46102" 55.00' 83.58' 52.26' 87'04'20" R/W 4.5' 7.5' LANDSCAPE AREA o PROPOSED SIDEWALK PROPOSED CURD AND GU TTER c R/W 18' 18' 7.5 4.5' LANDSCAPE AREA Lo _c) i Q ( Q) VARIES 1.5Y VARIES 1.5Y TO 3.5y TO 3.5Y PROPOSED L-A. C. PAVING ( SIDEWALK LA BASE COMPACTED SUBGRADE PROPOSED CURB AND GUTTER SECTION rA N STREET SECTION (PRIVATE STREET) R/W 4.5' IY J 4.1 /IC) L70--w- PROPOSED SIDEWALK PROPOSED CURS AND GUTTER ck 13.5' 12' LANDSCAPE AREA R/W 18' 7.5' 4.5' � LANDSCAPE � � DESCRIPTION AREA � F.L. STATION 77 Y 2 Z Q � �' 3 Lo c� 1 77 P.R.C. STA. 31 +07.72, 14.95LT. VARIES I VARIES 1.5� RI I 5.59 TO 3.5 Ylo STA. 31+39.81, F.L. 2% P.R.C. STA. 31 +29.21, 12.00LT. PROPOSED LA. C. PAVIN6 LA P.R.C. SIDEWALK BASE 8 P.C.C. COMPACTED SUBGRADE PROPOSED CURB AND GUTTER 88 SECTION STA. 32 +24.98, 19.61 LT. STA. 32 +53.11, F.L. SCALE:1 ° =10' B.C. STA. 29 +04.51, 18.00RT. STREET SECTION [8 P.R.C. (PRIVATE STREET) STA. 29 +46.62, F.L. 8� R/W � R/W R/W � R/W 4.5' 7.5' 18' 78' 7.5' 4.5' 4.5' 7.5' 18' 78' 7.5' 4.5' LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE � AREA � AREA J J AREA � AREA X v 1 3 W W W Q I O LQ s� 3 Q Lo � � O O � VARIES 1.5X ARIES 1.5� 2� TO J. 59 I TO 3.51 2� 2� EX. PAVEMENT I EX. PAVFMENT ?'`G PROPOSED A.C. PAVING � PROPOSED C~-- �--- �-- � -4 - - -� SIDEWALK EXISTING CURB AGG. BASE EXISTING CURB SIDEWALK PROPOSED EXISTING CURB EXISTING CURB SIDEWALK AND GUTTER COMPACTED SUBGRADE AND G!/TTER AND GUTTER AND GUTTER SECTION (_C� SECTION SCAL.E:1 n =1 0' M§J SCALE:1 " =10' 'I STREET SECTION T REET SEC TION (PRIVATE STREET) (PRIVATE STREET) r � .,., R/W � R/W P L R/W t R/W 4.5' 7.5' 18' 12' 13.5' 4.5 / VARIES 12 18 18, 22 O' - ±25' i 4.5' i LANDSCAPE AREA LANDSCAPE AREA EX. BLOCK o Q VARIES 1.5� VARIES 1.5.E WALL TO 3.5x TO 3.5y' MIN. 2�' �` MIN. 2% MAX. 4: 1 - MAX. 4.-1 PROPOSED LA. C. PA UING SIDEWALK EXfS77NG CURB AGG. BASE EXIS77NG CURB AND GUTTER CoMPA C TED SUBGRADE AND GUTTER SECTION rE'� SCALE:1 �_1 Q' �� STREET SECTION (PRIVATE STREET) R/W � 4.5' 7.5' 18' 12' LANDSCAPE AREA 1 � i O Q VARIES 1 5�' VARIES 15� 13.5' LANDSCAPE AREA R/W 4.5' 1 k I,Q � I 1� � VARIES J. 5% �� I � TO J. 5.�� 2% I PROPOSED PROPOSED SIDEWALK A. C. PA I�1NG SIDEWALK PROPOSED CURB AGG. PROPOSED CURB AND GUTTER BASE COMPACTED SUBGRADE AND GUTTER SECTION rG SCALE: 1"=1 0" � STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 77 E.C. STA. 28 +72.29, 18.00RT. STA. 29 +06.45, F.L. Q UNIT BOUNDARY STA. 28 +25.89, C.L. - 77 P.R.C. STA. 31 +07.72, 14.95LT. STA. 31 +31.99, F.L. RI P.R.C. STA. 31+14.56, 12.00LT. STA. 31+39.81, F.L. P.R.C. STA. 31 +29.21, 12.00LT. STA. 31 +54.81, F.L. $1 P.R.C. STA, 31 +36.05, 14.95LT. STA. 31 +62.63, F.L. 8 P.C.C. STA. 31+43.08, 18.00LT. STA, 31+70.72, F.L. 88 P.R.C. STA. 32 +24.98, 19.61 LT. STA. 32 +53.11, F.L. TO 3.5% I TO J. 51E' B.C. STA. 29 +04.51, 18.00RT. STA. 29 +38.67, F.L. [8 P.R.C. STA. 29 +11.65, 15.00RT. STA. 29 +46.62, F.L. 8� E.C. STA. 29 +18.799 12.00RT. STA. 29 +54.57, F.L. 8 B.C. STA. 30 +12.799 12.00RT. STA. 30 +48.57, F.L. SL� P.R.C. STA. 30 +19.939 15.00RT. STA. 30 +56.52, F.L. 8[9] P.R.C. STA. 31+06.739 15.05RT. STA. 31+42.24, F.L. 9j0 P.C.C. STA. 31+14.209 12.00RT. STA. 31+50.34, F.L. 91 P.C.C. STA. 31 +29.579 12.00RT. STA. 31 +65.34, F.L. [9�2 P.R.C. STA. 31 +37.04, 15.05RT. STA. 31 +73.44, F.L. LEGEND (CONTA O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE Q FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER SHEET WHERE SECTION IS SHO R/W _ 4.5'-1- 13.5' t I Y J � Q I � SIDEWALK LANDSCAPE i AREA I i J J O AREA p LANDSCAPE J 211o" VARIES i.5% VARIES 1.5Xo - ----- TO 3.5x TO 3.5y PROPOSED VlNG PROPOSE SIDEWALK A. C. PA EXISTING CURB SIDEWALK AGG. BASE EXIS77NG CURB COMPACTED SUBGRADE AND GUTTER AND GUTTER SECTION f'F� SCALE: 1`10" M.60J STREET SECTION (PRIVATE STREET) PA VARIES VARIES R/W 72' 78' 78' ±23' -f25' 0' -±25' I � LANDSCAPE AREA 4.5' � LANDSCAPE AREA O 1 2% VARIES 1.5% I ARIES 1.5% TO 3.5% TO 3.5% --------- MIN. 2% M /N. 21g MAX. 4: 1 MAX. 4: 1 PROPOSED A.C. PA t�1NG SIDEWALK PROPOSED CURB AGG. BASE AND GUTTER COMPACTED SUBGRADE SECTION � SCALE:1 " =10' U STREET SECTION (PRIVATE STREET) 1 12' _ 12' , _ 135' R/W R/W 4.5 1 4.5' LANDSCAPE I LANDSCAPE AREA � AREA J � I J J t ` A Lu I � O W O 1` VARIES 1.5Yo � VARIES 1.5% �` I 2 % TO 3.5% I TO J. 51E' 2% A. C. PAVING PROPOSED PROPOSED AGG. BASE PROPOSED SIDEWALK CURB AND GUTTER CURB AND GUTTER COMPACTED SUBGRADE SECTION H SCALE 1 " =10' � STREET SECTION (PRIVATE STREET) CONSTRUCTION NOTES: (D CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF 5 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT -SEE SEWER AND STORM DRAIN PLANS OREMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 11 REMOVE AND REPLACE EXISTING CURB &GUTTER. 12 EXISTING CURB &GUTTER TO REMAIN. 13 TYPICAL POP -OUT -SEE DETAIL ON SHEET 10. 14 TYPICAL CORNER -SEE DETAIL ON SHEET 10. O 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. i � W d 2� V o IES 1.5,x' 2� ' ----- TO 3.5 TD 3.5yo ---- PROPOSED PROPOSED SIDEWALK A.C. PA VING SIDEWALK PROPOSED CURB AGG EXISTING CURB AND GUTTER AND GUTTER - 13.5' LANDSCAPE AREA 12' 1 R/W 22' Z 3 LANDSCAPE AREA EX. BLOCK (3 WALL MIN, 2% MAX. 4: 1 PROPOSED CURB AND GUTTER 18' 7.5' Ro- LANDSCAPE AREA R/W 4.5' I � � i u z z � � J J J t ` A COMPACTED Sutsvr�iaut aHSc • •• •� .... • • ". SECTION SCALE: 1 " =10' � STREET SECTION (PRIVATE STREET) NOTES* 1. SEE SEWER PLANS FOR' SEWER LINE, STORM DRAIN LINE AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND 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. D -14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLE SEWER CLEANOUT TO FINISHED GRADE. T^ 1� Q 0 U) U jr w s U m 0 W W cn w QN 0