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HomeMy WebLinkAbout1.1-6448 Ph 6 & 7 7202 Ph 1 & 2A.C. PAVING TESTING NOTES: STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., CITY OF AK RSFI D 7-1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO KERN COUNTY CALIFORNIA THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART SPECIAL PROVISIONS. OF THESE PLANS: ST -1 ST -3 ST -4 ST -6 ST -7 ST -9 ST -10 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 O N S I T E TOTAL UNIT 5 WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED OO TO BE INSTALLED Qo EXISTING TRACT 6448� UNITS 6 THRU 12 TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AND STREET CONSTRUCTION 779 T'RACT 699 7202� UNITS 444 668 PLANS SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: "B" + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 CUYD 796 706 714 485 453 683 364 351 0.20' TYPE ASPHALT CONCRETE OVER SUBGRADE PREPARATION SQYD ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED 0.40' AGGREGATE BASE (PER NOTE 16) OVER 5356 FOR 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 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SUBSTANTIAL CONFORMANCE 34139 CURB AND GUTTER LF 1483 152 3192 2150 "STEAM REFINED PAVING A P 3068 1559 1507 15132 CURB AND GUTTER REMOVAL LF 1486 149 - - S HALTS, IN SECTION 92-1.02, GRADES, OF THE STANDARD SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O N S I T E TOTAL UNIT 5 WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED OO TO BE INSTALLED Qo EXISTING TRACT 6448� UNITS 6 THRU 12 TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 5.T INSTALL TRAFFIC CONTROL SIGNS AND TONS 779 T'RACT 699 7202� UNITS 444 668 1 & 2 THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 CUYD 796 706 714 485 453 683 364 351 4552 SUBGRADE PREPARATION THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE -c>- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16'INDEX OF SHEETS ENGINEER. POST TOP PER DETAIL HEREON. Ei)- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. ucCT AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE SHEET E ENGINEER'S REVIEW AND APPROVAL: WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. TITLE 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL u _ SHEET A. A LIST OF AGGREGATE AND ASPHALT SOURCES. STREETS UNLESS OTHERWISE NOTED.' v 2, HUCKLEBERRY DRIVE B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 3. LEMON LILY DRIVE TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER ��• 4. TRUMPETVINE PLACE EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST EACH SEWER LATERAL �. BOTTLEBRUSH DRIVE RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. 6. t. „- CONEFLOWER DRIVE C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A 7. CHECKERBLOOM DRIVE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX MINIMUM OF 6" THICK. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTMD2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. „ 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 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PAVEMENT GRADE. 10. r^ SCOTCH BROOM WAY & DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SKY LUPINE LANE WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. PAVEMENT SHALL BE SAW CUT. 11. CANDYTUFT WAY & A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS BLUEBELL PLACE „ WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR SP ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, SUBGRADE,„ OF THE STANDARD EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SPECIFICATIONS SHALL BE MET. SIDEWALK 6" FROM BACK. , THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 13.1, PALE LILAC LANE14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED L SERVICES DIVISION.r5PRO BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERARLIMITS OF CONSTRUCTION. � �+rri �E STA. 10+00.00 TO STA 18+00.00 PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED WHITE ALDER AVENUE INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,STA. 18+00.00 TO STA 29+00.00 ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK &CROSS SECTION PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED SMOOTH, TAPERED CONNECTIONS. PRIOR TO ISSUANCE OF THE PERMIT. 16. WHITE ALDER AVENUE THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR STA. 29+00.00 TO STA 32+47.72 A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE & CROSS SECTIONS (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE BE SUBSTITUTED WITH PARAFFIN. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. THE "GREENBOOK". WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTHD. TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONFORMS WHEN PAVING OPERATIONS RESUME. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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 18. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON STANDARD DETAIL ST -22. ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. AOR ?t2A�`� �{ $ UN 17S 8 APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE TgRU )Z SEa SI�pA�,TE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE (/� p) y► p(L U�t-( ST+e'1 ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH pL.drN1Z WITH CALIFORNIA TEST 375. PROVISIONS OF SAID PLAN. SLgS7�1J71A� C0&Jf:0i M4NlCF 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 I 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. 1-7-14- A PP Ro k� B`(: , THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE R06CR, A. Me(nr705ri bA-'5 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 KEY MAP EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN SCALE: 1"=200' ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK REVrS/on/az� SHALL BE AT THE DEVELOPER'S EXPENSE. �PPRouEp Bi a MAYAN SHAW DENOTES SHEET NUMBER FOR STREET c.>=. rV DATA 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 PHASES 5-12 WILL BE CONSTRUCTED LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST CONSECUTIVELY. 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. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE 95% COMPAC11ON AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. LEGEND: LEGEND (CONT.)-. LEGEND (CONT.): ABBREVIATIONS -e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER FL FLOWLINE POVC POINT ON VERTICAL CURVE C.O.B. STD. ST -14. CL CENTERLINE BVC BEGIN VERTICAL CURVE -<�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - p NEW STORM DRAIN LINE -REFER SECTION DESIGNATION: TO SEINER AND STORM DRAIN PLANS ELEV ELEVATION EVC END VERTICAL CURVE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS p EXISTING STORM DRAIN LINE SECTION LETTER BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) - " - - A ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: s EXISTING SEWER LINE IL - - - - BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "Rt -1" - STOP " 2 S5-2" -END SCHOOL ZONE ., .� EC END CURVE TC TOP OF CURB "R6-1" -ONE WAY TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN PIVC POINT OF INTERSECT ON TP TOP OF PAVEMENT "R5-1" - DO NOT ENTER sW31(CA)" -END � � � � � � � � w OF VERTICAL CURVE FC FINISH CONCRETE "R26(CA)" - NO PARKING W14-1 - DEAD END PHASE BOUNDARY P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "R3 -5R" - RIGHT TURN ONLY „W14-2" - NO OUTLET PA PROPERTY LINE R/W RIGHT-OF-WAY "R4-7" - KEEP RIGHT„WI-7" - DOUBLE ARROW O CURVE NUMBER FOR CURVE DESCRIPTION E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE "R81(CA)" - BIKE LANE W1-6 - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW ® ITEM OF WORK -SEE SCHEDULE EX. EXISTING C/G CURB AND GUTTER FLOWLINE STATION -SEE TABLE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. � CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 0` EXISTING SURVEY MONUMENT .4. EXISTING CATCH BASIN NOTE: -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ODD EXISTING TORM DRAIN MANHOLE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT US EXISTING SEWER MANHOLE PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. CD_ FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.0.6. CQ EXISTING SEWER CLEANOUT STANDARD OR APPROVED EQUAL. STOgCDALE HIGHWAY 16 5 r g I 3 t IS I t 4 1 S 8 i 6 l 7 a i 2 1 3 I t 1 �: 2 I IT l� 9 , (JCj( tSE- 10' � / / 11 1 34 1 35 �`� I // 36Me �. i I 12 �� 24 23 22 2s 20 18I 961 17 S6 t5 LIST OF MATERIALS L 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 1 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 26 - - - - 163 TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. BENCHMARK: 12" WIDE GROOVED BORDER TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD, S/ PLANTER AND CULIACAN AVENUE. OAREA ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I 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 CORRECTED DURING CON-STRUCTION. n if _ 42 -it% APPROVED BY: RO A'-9cINTOSH R.C.E. 33322 DATE EXP. 6-30-10 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 A AA REVIEWED BY: ArE3 P. \ e q\�\9 N LdMto THE LORDS AVENUE PLANTER ���� o°o° o°cmc° `c o � o AREA . l0 Z Q� Z W' 000000_ " 6 CONC. RETAINING CURB CURB A7;1 U TRUNCATED S DOMES 6" CONC. clt CURB HANDICAP RAMP DETAIL "A" PER CALTRANS STD. PLANS A88A CASE F ®� N.T.S. a w NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I 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 CORRECTED DURING CON-STRUCTION. n if _ 42 -it% APPROVED BY: RO A'-9cINTOSH R.C.E. 33322 DATE EXP. 6-30-10 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 A AA REVIEWED BY: ArE3 P. ®_ RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-09 NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER Q N LdMto THE LORDS AVENUE _> w L d `moo- U t� Z Q� Z W' H S dS�03�1 � CHAPARRAL A7;1 U S AVENUE HARVESTNNYBANK AVENUE clt AVENUE W co �..' ®� co a w -� NSONROAD CC�QF Ow rACKHAM w :)� LIJ Ci ma O 1 741 10482 t>> LOCAL STREET Q LENGTH v LF 1 1819 1 1639 1672 1129 1 1068 1 1613 1 801 z� O 0 O U ®_ RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-09 NT PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER rn 0 a) Q �t 07700 z Ow I Q -I Ld w v 00 w (o E .� cl4o w w Y Q m Q N LdMto THE LORDS AVENUE _> w L d `moo- U t� Z Q� Z W' H S dS�03�1 � CHAPARRAL A7;1 U S AVENUE HARVESTNNYBANK AVENUE clt AVENUE W co �..' ®� co a w -� NSONROAD CC�QF Ow rACKHAM w :)� LIJ Ci ma O Z t>> TIATA AVENUE v H z W U \,jz O� U. z� O 0 O U a Q STOCKDALE HWY V1 Too alk PROJECTS r� � Z O �o� SITE , .�xw`tt LZ UI rn 0 a) Q �t 07700 z Ow I Q -I Ld w v 00 w (o E .� cl4o w w Y Q m N.T.S. E J -J % J Z_ ti3.�L VICINITY, MAPNunAaA,$. m�3 Q N LdMto _> U L d `moo- U t� Z W' H S dS�03�1 � N.T.S. E J -J % J Z_ ti3.�L VICINITY, MAPNunAaA,$. m�3 Q , CV f- . H S clt Z co �..' ®� co a w -� Z w CC�QF U :)� LIJ Ci ZO W O Z t>> H z W U \,jz O� U. z� O 0 O U Q V1 D rL LZ UI W v It W � r 0 a cn ? a o� o ,4 D 20 W r 0111 , CV f- . H clt Z co �..' ®� co a w -� Z w CC�QF U :)� LIJ Ci ZO W O Z t>> H W U c;d O� U. z� O O U Q V1 rL LZ W r Nz5•,o•_ 364 362 360 358 356 354- 352- 350- 3481 54352350348 9 sEE SHFEU 6 CONSTRUCT NEW AC PAVING PER NOTE 2 POR11ON OF W Q Ld B.C.R./P.C.C./Ek C G Y o STA. 14+01.47, C.L. 12.00LT.= Z �N �► m STA. 14+03.84, F.L.' �v f oq � WILD RYE WAY -7 w � SEE PREVIOUSLY APPROVED 6 ; ` uj o _J_j r; STREET PLANS PER TR. 6448 5 11f - z ++ U)00 8 1 v� I) 58' 58' 11 f i m2 3?' 32' I coo1-_m i +- i 9 16' w SEE PREIOUSLY APPRO D� 68 DRIVEWAY STREET VANS PER TR. .� TYP. t f c�ix~n II ( R4 -7 ! ( I t EXIST. I f SIDEWALKLu I1 Z I \ 12 C) `1' °D \ s / _ EXIST. C/G AND WE _ z EXIST. 8" SEWER 6+00 PAVEMENT_ _ O _;� s EXIST 8» SE R \\ - 514+0 s _ _ - - _ _ _ \ \ f- - - p - - 15+00 10 l _ --- SiDEWAIK t i 1 1 i I `i' I z f = u EXIST. I f ( I I i it °o c o DRIVEWAY i►1 tI f fli 14 a J Q i TYP. of 5 cunj I AE k v1 Pf Lu 00 Owl)N RSP6o _p 6448 8 < 16 1 + "�p f I 3N mo +ZXJ ')rn pWCnf CJ(j ti cn SEE SHEET 11 L� W �� 3 U o ,`ri o U N I T 3 tRl � NN 24 U Qi 00 HUCKLEBERRY DRIVE =' (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 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 QQ 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. o- 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. C >- 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) 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 10 11 12 13 14 15 16 17 18 19 11 12 LEGEND (CONT. R1-1 IL -01 - "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE DELTA W "R5-1" - DO NOT ENTER **' -END TO BE I IEMOVED AND REP CED "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET 02 'R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW 7.92' "R81(CA)" - BIKE LANE *Wl-6' - SINGLE ARROW 45'22'02" "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS t� CONSTRUCT CATCH BASIN TYPE "A" 15.00' PER C.O.B. STD. D-14. rz� EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE - - s EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE �}S EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT - __ - . - - - - - TRACT BOUNDARY ® 2000.00' 87.59' 43.80' 02'30'33" OQ 2000.00' 81.68' L 02'20'24' 00 2000.00 00 N o c 4 55.00' J Cn 87'04'20" CN 10.00' 7.99' 4.22' 45'46'35" 1© 10.00' 7.92' 4.18' 45'22'13" 14 2012.00' 10.00' 5.00' 00'17'05' 15 2018.00' 164.76' 82.43' 04'40'41' 0 n c.� w X M Lo tii to Ito to Ir- to to CV M Q N O t7 N Uw t+) M M M M W t7 to C4 Lo W J N CV Y > ZpXQ Y > > > > •Q > 4.; r7 W uj � O M M (V w J WQWC5 af J W J J J J p� W J W �' W > m I�J W m W l.� mJOU' LaJ m W W W W Z ZQ U W J x W Q to I� W m W CT Y>:z L.J p, ao t co m F:Q ^ o r�i z n y- ' �+, k � oo w�g�c O d� 'o r- W UO X rn � m M 0 3 EXISTING CENTER NE W C6 cj + mwww + + + + + 3� w + ri f PROPOS D CEN LINE Cj pZJU Cj '- U U U N� U Z la- + U Q WWWQ la- Ck;H a U a U U d' ia-- Fa-- ZZ Q FInn -- Q p w m � a N (Dmwm to GROUND V) to o a to a N ww : N t- - TING EXISCIL CENTERLINE EXI TING "' �'I - - ----------------- --------- --------- --------------------------------------- --------- __-f----- S 0.25% --------- N RTH FL NE fm - ------ ---------- --------- - S - 0.25% E ISTING GROUND EXI NG NO FLO INE �Z 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 QQ 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. o- 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. C >- 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) 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 10 11 12 13 14 15 16 17 18 19 10 11 12 13 14 15 16 17 18 19 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 346 362 360 wI � 358 J00 + 356 SI -' EXISTING CENTS LINE EXIST( qG SOUTH FLOWLINE N - --------------------------------- SOU-111-- --- FLOWLI - - _ - - - -------------------- ------ S = .47% ---- - ------------------------------------------------------ 9 - - - ------------- ---------------------------------------- --- - 352 EXISTING SOUTH FLO INE EXISTING GROUND z 350 ID 348 A" 10 11 12 LEGEND (CONT. R1-1 IL -01 - "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE DELTA W "R5-1" - DO NOT ENTER **' -END 1982.00' "R26(CA)" - NO PARKING Wl14-14-1-DEAD END 24.38' "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET 02 'R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW 7.92' "R81(CA)" - BIKE LANE *Wl-6' - SINGLE ARROW 45'22'02" "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS t� CONSTRUCT CATCH BASIN TYPE "A" 15.00' PER C.O.B. STD. D-14. rz� EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE - - s EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE �}S EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT - __ - . - - - - - TRACT BOUNDARY ® 2000.00' 87.59' 43.80' 02'30'33" OQ 2000.00' 81.68' 40.84' 02'20'24' 10 2000.00 395.56' N 11'19'55" 11 55.00' J 52.26' 87'04'20" CN 10.00' 7.99' 4.22' 45'46'35" 1© 10.00' 7.92' 4.18' 45'22'13" 14 2012.00' 10.00' 5.00' 00'17'05' 15 2018.00' 164.76' 82.43' 04'40'41' 0 n c.� w M 0 w W M Q N O > Lo W J CV W uj � O M M O W m I�J W co m ' t - o 104 ' �+, k d EXISTING CENTER NE C6 cj PROPOS D CEN LINE -- -- - - - - -- w EXISTING GROUND 1- 10 11 12 13 14 15 16 17 18 19 364 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 346 362 360 wI � 358 J00 + 356 SI -' EXISTING CENTS LINE EXIST( qG SOUTH FLOWLINE N - --------------------------------- SOU-111-- --- FLOWLI - - _ - - - -------------------- ------ S = .47% ---- - ------------------------------------------------------ 9 - - - ------------- ---------------------------------------- --- - 352 EXISTING SOUTH FLO INE EXISTING GROUND z 350 ID 348 A" 10 11 12 LEGEND (CONT. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE DELTA W "R5-1" - DO NOT ENTER **' -END 1982.00' "R26(CA)" - NO PARKING Wl14-14-1-DEAD END 24.38' "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET 02 'R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW 7.92' "R81(CA)" - BIKE LANE *Wl-6' - SINGLE ARROW 45'22'02" "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER 4.22' AND STORM DRAIN PLANS t� CONSTRUCT CATCH BASIN TYPE "A" 15.00' PER C.O.B. STD. D-14. rz� EXISTING CATCH BASIN 10.00' EXISTING STORM DRAIN LINE - - s EXISTING SEWER LINE OD EXISTING TORM DRAIN MANHOLE �}S EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT - __ - . - - - - - TRACT BOUNDARY - - - - - PHASE BOUNDARY 13 14 LEGEND (CONT.) 01 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1Q FLOWLINE STATIN - 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 15 16 17 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 02 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 03 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 04 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. © 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. 18 19 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHEI PAVEMENT GRADE. /�N A. QST CIVIC- ���e .eA CA 5F 06 • /-I (SIJ t -" -7 1i 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 SEWER CLEANOUT TO FINISHED GRADE. i NLS. ` ILI N }� Mo CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1982.00' 48.76' 24.38' 01'24'35" 02 10.00' 7.92' 4.18' 45'22'02" 03 10.00' 7.99' 4.22' 45'46'46" ® 1988.00' 15.00' 7.50' 00'25'56' 05 10.00' 7.99' 4.22' 45'46'46" © 10.00' 7.92' 4.18' 4522'02" 07 2000.00' 223.74' 111.99' 06'2435" ® 2000.00' 87.59' 43.80' 02'30'33" OQ 2000.00' 81.68' 40.84' 02'20'24' 10 2000.00 395.56' 198.43' 11'19'55" 11 55.00' 83.58' 52.26' 87'04'20" 1© 10.00' 7.99' 4.22' 45'46'35" 1© 10.00' 7.92' 4.18' 45'22'13" 14 2012.00' 10.00' 5.00' 00'17'05' 15 2018.00' 164.76' 82.43' 04'40'41' 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 SEWER CLEANOUT TO FINISHED GRADE. i NLS. ` ILI N }� Mo STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 01 P.R.C. STA. 11+56.48, 15.01LT. STA. 11+56.85, F.L. 2Q P.C.C. STA. 11+63.70, 12.00LT. STA. 11+64.84, F.L. 3Q P.C.C. STA. 11+78.79, 12.00LT. STA. 11+79.84, F.L. ® P.R.C. STA. 11+86.01, 15.01LT I STA. 11+87.83, F.L 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 SEWER CLEANOUT TO FINISHED GRADE. i NLS. ` ILI N }� Mo fn z 0 > W U 0 c.� w 0 w W Q N O PORTION OF EX. C/G TO BE REMOVED AND REPLACED SEE SHEET 18 a, 14 - - - _ EX. 18' DRAIN q INTERSECTION STA. 10+00.00, C.L. LEMON LILY DR: STA. 29+65.52, WHITE ALDER AVE. E.C.R. w �� u STA. 10+37.27, C.L. 12.00LT.= 30 o0 STA. 10+37.27, F.L. F d ' V, N II II �a U WHITE ALDER AVENUE o No II o ° -"_' SPIREA STREET SEE SHEET 16 o N o'011 v J BLUEBELL PLACE v J o o Z� !I ow 18' 18' Z W o 0o SEE SHEET 11 o N 27 26 °° °° w� STREETPREVIOUSLY PLANS PER TR. 6448 30' a UL�F?w ( ( ( 1130' 30' 11 .- - - _ 30' w Jm { 33M _,, J L� J W �. U- N 18' 18' JJ I w I w Q �j I LL Uw ULA 1 1 1130' 30' j I c�iNw I 32 ,,� 31 N �,� 28 � J r { I 18' 18' m Oo W C �+- C N Li C" UFi , (O I Cfl �I CO 2' d' Lii (O �' 4'a d'O) J Z ^ 7 v aiM� O IN °° I °° I 00 X I{ z I II >x cg } o IL`' } o J} o Q� m �} o a cow Y co�F o -F t 2 `t I I I{ I D >- >-- N >- W p Q Q liw Q Q +n Up N } tfj OXY W N� Q O 6i (O 0) O(n c0 O) d'Oi I�cV I I I I { U ++ cn rn m N Q o ao Q Z `„`r I) I{ rn m Q N o Q o zX W) RJ Q r� Z An of -4-LO m y �o i t t (I W w ++ m ++ ooao I i 1 ' a:k" OOJN + p uj+ iA + + 1_0 W O Lou*) W+ O W+ W+ O + O O W gg o > + > N (N > N w r_ 00 ' z �� E z ++ > (- > col > n o m 'n m m� m'n Im ++ SEE PREVIO�1SLY APPROVED N { C} w ; d + - m ++ �% u' � + + � mx � o' w w 'nN l l �4 ll lIIF-F-oua n I� n 1= n IN � NN \ o/ o Q a n �to ►��'n o + F- STREET PLA S PER TR. 6448 w Ij I� ,n �+ c� <ncnzo , i d n c i;h I� --I FQ- za r I rQ Z F¢-1¢- m �- `- Z ¢¢ I I I i o w 9 F- t- U d� cn C; ad o U �►- i u 1 N �� N QIP N o (nu) o N(n I -F- oI cn { 1_ m c� d c� d i 9 o �� as "' I I{ \ I I I ao o F -i- u.i NN d Q Ncn t 1 I i I 0 o 9 m 2 P/L vii ao cn cn� 5 0 Z 9 F- ►- ���� +)+ Z I x Z ' ` ... 2 N P/L N fX. SIDEWALK EX_ DPRIVEWAY % / { 1 EX. P LI �=_J Luj -- - - __ 3 _ _ ___--_ �_�Lau LLQA - --- --� - _- _ 1 f / ��- 12 EX 18" DRAIN EX. C/G -_ O O3 �- o --- --- _------EX.-C G-- __- r_ - --- _- _ - _ ----- - {�-i,,/ 6j I INTERSEC110N U - _ _ - LJ - - / - - - -\ J STA. 19+50.57, C.L. LEMON LILY DR.= _ _ 314.20 0 EX. CROSS GUTTER 14+00 TYP 15 4 EX. 8" SEWER EX. 8" SEWER - 12 _ 270_.43' �- _ _ C s _ 365.94'- \\ » s I STA. 16+21.70, C.L. SPIREA STREET t S 11+00- s S89'29'48"E-12+00 --- si3+0(} - S s - - - - - - - u - - - - I15 % 4 _ 4 EX. CJG o ��5+00 4 8 16+00 71 +�0 18+00 950.57 19+00 2 EX. 8' SEWER --+- 4 EX. 8" SEWER oo EX. CROSS GUTTER z 9 - -_- -- I i''�-- -_- --- - - ---�' EXIST. PAVEMENT-� O EX. C/G-� -- I 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. Q 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. D- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -cam- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS loom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O II O J 1- _j .M1 a I w _j J RADIUS 16 130' 30'11 1 PORTION OF EX. C/G TO BE REMOVED I f 25.00' I / REPLACED U SEDE SHEET 18 WHITE ALDER AVENUE SEE SHEET 16 39.09' E.C.R. STA. 10+36.73, C.L. 12.00RT.= p n� u i nj M } N STA. 10+36.73, F.L. I II O J 1- _j IJ _j _j J RADIUS J( Li J L.�. DELTA N 25.00' 39.45' 25.18' U 20 25.00' 39.09' I O p n� u i nj M } N IN " 'n } N 39.27' an, N "' - N px^ li cfl i^ Z M> Q rn O + Q N M c0 l Q O n l� Z In J -L> J j 0 V� W EXISTING TORM DRAIN MANHOLE j± EXISTING SEWER MANHOLE -- j± N 0° d Q I� > Y cn M W C.5 aroto U O+o+ J cn ¢ w 17 �M� 1 18 Ld Of 19 354 X w HhQ-O 0 U Of W Z r i cncnZ o O 352 UNIT 6 362 CURVE TABLE 0 CURVE RADIUS LENGTH TANGENT DELTA 10 25.00' 39.45' 25.18' 90'25'09" 20 25.00' 39.09' 24.82' 89'3451" 0 25.00' 39.27' 25.00' 90'00'00" ® 10.00' 7.95' 4.20' 45'3423" 362 20� 0 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 362 "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY J 360 n O 358 "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW 360 C. "I: 356 lz; 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE 348 PER C.O.B. STD. D-14. 346 M - - o 358 s EXISTING SEWER LINE © EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT _O cn 356 > Y M W C.5 L- > Ld Of 354 W 0 U Of co Z r i O 352 � U o� w > U 350 M [D In ro Z J I J M 348 > O LQ Q J �,r� Ld co N V) W Z' M O+14 Q d: > a l 346 10 11 362 360 358 356 354 -� n P/L o q J J 2 J If N EX. SIDEWALK �/ EX. P 1771 Li Iw JI >-1L �o wiw '-'- L`1 _j L'-1 W I I ;-I 7 I I T 10 rn O L` J O rn rn st I '� M 1I ! i t t N I I -F- o �� a Ia �i 0' doI 0S N /r o \ t i ! I EX. DRIVEWAY , I I 4 �,mnl W II I Q l^ > ml mm Q c0lao Q °' a'l < 0i `rl } m �! I �� TYPICAL (( o I I of <r od w 0 d r a ( o v i ((// II I + Q N oW _i_j� rn M Q rn Q o If Z i! o W N N J J + m J U u- W r'"J M W+ + �+ + + J J CJ ~ I X I Z I 00 >_ Cil�WN to �m >- >r? `� >� d n �'� cno I (,{ ^w o Q ItQ- Y oco -i-J `s NOD a1Q o Q a1 0 al o a c(o^o N ( --+' 1 I i I ! ! I ( ! it II F- N o o d L<Li I F-- I d I ¢ I 30' 30' I I- w c� cn a "moi F '- "" ''' Fn c� v> �, v, cn N o ._ U i 1 ! { I I Ni36 I 35 33 32 3D' 30'11 I W NZ (/� C� Vi Z M s} Sao c� "' o 0o m ++ ( I I o Alw �� 1 18' 18' 20 m NCNI '- 21 ^ro r^ 22 23 m r� Uli I ii II f I I I I I i I II 18' 18' II Q as 24 �� BUTTERCUP PLACE Q Q a V ++ O F- � 2 5 d d SPIREA STREET F -F- MO u V) V) Z'-~ �4 SEE PREVIOUSLY APPROVED CD v'(' z _^ = NN >< "' STREET PLANS PER TR. 6448 SEE PREVIOUSLY APPROVED - �Ia_ CONSTRUCT NEW w ++ U N I T 2 STREET PLANS PER TR. 6448 cncn AC PAVING PER NOTE 2 C3 LEMON LILY DRIVE NI (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 100 co 12 13 14 15 16 17 18 19 I� I� 362 360 358 356 354 352 350 348 0 20� 0 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 362 "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY J 360 n O 358 "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW C. "I: 356 "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE 348 PER C.O.B. STD. D-14. 346 M - - o EXISTING STORM DRAIN LINE s EXISTING SEWER LINE © EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT _O cn > Y M W C.5 L- > L.>., M W 0 U Of co Z r i O W � U o� w > U M [D In ro Z J I J M > O LQ Q J �,r� Ld co N V) W Z' M O+14 Q d: > a l W z O O Mme') Q m �j J II W W > J W J J I > W J > W W W +M Q O HI T m+ N W w W x 0 Li z Ilw W m W W O Z Fa- :DIV) W n w ? '-'-' U + QL` W m co m Lu 00 c D U) W o w Li - O O O I W N OO �F J W W a' CD � + + Q Q F -W Lu O elf + EXI TING CE RLINE H �I F- 00 FW - Z - Y O ^ N .2 + M 1(n -H n W + - - -------- ---- cr M + Ci W X W (n W n N '- W+ W O .- n W ' (� FQ- m N ---- ----6.63 = 0.63 - W - m O m Z - m Q w C -i cn Q¢ - -- --------- -------- m W I-_ XISTING ENTERLI E Q ISTING NORTH FLOWLINE-1.------ �, m ---------- -------- ------- = 62 N N U N Q w w - ----------- - -"- ----- ' U--- _ 3 Q EXI 11NG NORTH CD---- S_yp 6% C NTERLIN = 0.25 S = 0 25% - - m w wc~i> XISTING CENTERLINE -- -- -- -- -- 5=1.1% S=0. 6% EXISTING GROUND _ __ -- - - S (STING UTH FL WLINE S =_ 0_ --�.' 1% - --- --- = -_ - _ -� -- -_-= -- -- _-- =-� -- -_-_--- -- - - E ISTING GROUND ® CE TERLINE 12 WIDE EX STING LO' r,' (- S 0.25% ----- -------- --_ = - -- -= ROSS GU TER ® CENTERLI E -- -� TING 12' WIDE � z 12 13 14 15 16 17 18 19 I� I� 362 360 358 356 354 352 350 348 0 20� 0 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 362 "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY J 360 n O 358 "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW C. "I: 356 "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW 354 NEW STORM DRAIN LINE - REFER TO SEWER 352 AND STORM DRAIN PLANS "A" 350 CONSTRUCT CATCH BASIN TYPE 348 PER C.O.B. STD. D-14. 346 352 350 348 346 10 11 62360 J01- 360 358 356 354 352 350 348 346 12 13 14 15 16 17 18 19 362 360 358 356 354 352 350 348 346 19 10 11 LEGEND (CONT.) 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 "R5-1" - DO NOT ENTER "W31(CA)" -END "R26(CA)" - NO PARKING "W14-1" - DEAD END "R3 -5R" - RIGHT TURN ONLY - NO OUTLET LO "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW C. "I: "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" W Q'J CONSTRUCT CATCH BASIN TYPE M PER C.O.B. STD. D-14. N M - - o EXISTING STORM DRAIN LINE s EXISTING SEWER LINE © EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT _O cn > Y M W C.5 U W M W 0 U Of co ^bi 0 U o� w > U M In ro O M > W W Ld co N V) W J W Li > a l W z O j _ II W W W > W J W W +M Q O N W w W z Ilw O w ? QL` W co m Lu 00 W o w Li - O O O W N OO �F J W W a' Q Q F -W Lu O elf + _Z Fw- O�� H �I F- 00 FW - Z O Y O ^ N .2 + M 1(n -H n W + - + W cn O cr M + N '- W+ W O .- n W ' (� FQ- m N �_ W + O m O Z - m w C -i cn Q¢ m W I-_ XISTING ENTERLI E Q Fes- �, m N N U N Q w w - ----------- - ----- ----- ' U--- _ Q CD---- PROPOSED C NTERLIN S = 0 25% - - m w wc~i> XISTING CENTERLINE -- -- -- -- -- 5=1.1% S=0. 6% _ __ -- - - S (STING UTH FL WLINE S =_ 0_ --�.' 1% - --- --- = -_ - _ -� -- -_-= -- -- _-- =-� -- -_-_--- -- - - E ISTING GROUND LO' S 0.25% ----- -------- --_ = - -- -= ® CENTERLI E -- -� TING 12' WIDE � z r 352 350 348 346 10 11 62360 J01- 360 358 356 354 352 350 348 346 12 13 14 15 16 17 18 19 362 360 358 356 354 352 350 348 346 19 TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT..): �j 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 14 15 16 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 04 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. 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. 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 17 18 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. �1 dG= twLy 19 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 SEWER CLEANOUT TO FINISHED GRADE. ,;�; fir• ., �,. . If mo 10 11 LEGEND (CONT.) 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 "R5-1" - DO NOT ENTER "W31(CA)" -END "R26(CA)" - NO PARKING "W14-1" - DEAD END "R3 -5R" - RIGHT TURN ONLY - NO OUTLET LO "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW C. "I: "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE O PER C.O.B. STD. D-14. M - - o EXISTING STORM DRAIN LINE s EXISTING SEWER LINE © EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT _O cn > Y W C.5 W W 0 U Of 0 o� 0 U O M Ld > a l W _ II > W J W N W w z Ilw w ? QL` W co O W o w Li - W _ m OO �F J W Q O _Z Fw- O�� H �I F- 00 .2 W + WO + W+ n W m N �_ cr N w Q¢ m I-_ XISTING ENTERLI E �, m N r 1; c3 o Q w w - ----------- - ----- ----- U--- CD---- m w wc~i> o$=0.62% ------------------ S (STING UTH FL WLINE S =_ 0_ --�.' 1% - --- --- = -_ - _ -� -- -_-= -- -- _-- =-� -- -_-_--- -- - - S S 0.25% ----- -------- --_ = - -- -= -- -� TING 12' WIDE r CEN RLINE o 70S= 'TERm ZL N TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT..): �j 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 14 15 16 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 04 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. 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. 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 17 18 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. �1 dG= twLy 19 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 SEWER CLEANOUT TO FINISHED GRADE. ,;�; fir• ., �,. . If mo 10 11 LEGEND (CONT.) 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 "R5-1" - DO NOT ENTER "W31(CA)" -END "R26(CA)" - NO PARKING "W14-1" - DEAD END "R3 -5R" - RIGHT TURN ONLY - NO OUTLET "W14-2" "R4-7" - KEEP RIGHT - DOUBLE ARROW "W1-7" "R81(CA)" - BIKE LANE WI -6 - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D-14. EXISTING CATCH BASIN - - o EXISTING STORM DRAIN LINE s EXISTING SEWER LINE © EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE Q EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 12 13 LEGEND (CONT..): �j 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 14 15 16 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 04 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. 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. 10 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 10. 17 18 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. �1 dG= twLy 19 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 SEWER CLEANOUT TO FINISHED GRADE. ,;�; fir• ., �,. . If mo cn Z _O cn > Y W C.5 Lu x 0 U Of 0 o� 0 i EX. STORM DRAIN EASEMENT PER DOC. NO. 0206001828, DATED 01/04/2006, O.R. 2 f INTERSECTION STA. 10+00.00, C.L. TRUMPETVINE PL.= STA. 26+85.51, C.L. WHITE ALDEN AVE. 4 362 360 358 356 354 352 350 348 346 K7.11] 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 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. O 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. -EE) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -C} 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) WHITE ALDER AVENUE SEE SHEETS 14 & 15 30'' 130'.. I 1t--�=•N j )Io I o I I1 V, } I goo �} `;n, 19 I > } X I I L j I} W II II ' 71:� II �I ' C (@2 31 30 9 28uj > � ¢ ¢ 11 U O W 11 If it 11 If W ' UNIT 7 J F- (n F - [I. d W} z3 I— W-41 CD BUTTERCUP PLACE SPIREA STREET 000' w N _j N o �� W � W 25 �a SEE PREVIOUSLY APPROVED I T SEE PREVIOUSLY APPROVED J �� U - STREET PLANS PER TR. 6448 STREET PLANS PER TR. 6448 1 UW UI..� Ii I L.� I l.� I L� -LJ J-1 JJ JJ _j J d JJ JJ I I EE 30' 30'I! CULT du ��'��� UL._ (3Li u: J U Ulr _j \ U UU I j \\t } I C'i I� l LZI o >- z 18' 18' Irir; o o Q h� -ILS � >- Li d- I I O O >- 'ilk Ctrs} u") 117 cD 11 t I { i ce, Lo- d rsj lM ¢ "� ¢ '' p ¢ "' �� °_°� IN �N --:n> Alm a tr a c' �� I 2 6 ! 2 7 I } 2 2 9 3 { I (i 30' 130! f cDco rn I N o + 9i.= vr; ori Mood cfl m ¢ ¢ o aim z co'o w rna i it I }i I i { I �S�A�� I 18' 18' ++� + o0 3 + Mi w + ao w + �rlr> Coco r -m D'm3 z cpr, oo r oa ooh o o �' co) > N I> N ++ ++ ++ ++w + �, w + - ++ coo = + �' ++ EX. PAVEb9Etl,, I { ! fl w � �-•- �� .- +Er Of .} N Q NN �N N� NN� ��r+i m fir^ m r? w �N PREVIOUSLY Y APPR } i w } i CURB, r ITER QI-OT } { ! cv vlr } I - - da aaodl- oa 'i oa a __ _ �i ,LJ �- F --E L- �i d¢� da l v as v aao di - a < Qa ~ Q Z dd t SEE E OUSL APPROVED } N } AND SIUE4JALK } t ;n N<n Lu v,v, v, Id V) al V) a, V) I-� �- �� z ,-� z I- �I- STREET PLANS PER TR. 6448 \ 0 1 I I I {Lo �- C6 Lncnuj v,l„l m cnv>L,i LntnC� SIF to O v>, O va N� i I } �� :'�I (( } Ii I I �I oo in 1 i U' P/L 2 v' v' o } DRIVEWAY � z �� } -k 4 - '-I� ZI (I L - EX. P%L TYP!CAt. `I 4 I (- --- --- -� \�- --- -_-_ ----SSSS-- -I (- - - 2 �- r/ t-- 1 EX. 8" SEWER 1 13 TYP. 3 3 EX. 6" S� WER ,.; _ - L� /-. "'' ^o _ - - - � _ - - - - _ _ _ _ _ _ =� �) L_ �� '< i j I 419.64' s- _ 4 _ EX. 6" SFWE'R - oo ,r, EX. SIDEWALK - `L_ sem, t INTERSECTION 1 { 9 14 - 11+00 - +- - - + - - - ' 167.05 - +- - s F1 _ - st - S - - cIs - EX. 8" SEER S -_ l --f. STA. 19+50.57, C.L. TRUMPETVINE PL= 363.89 - 00 3 I 12+00 589'29'48"E 13+00 1 15+00 - EX, t- - �- - O 1 3 n I 1 3 15 3 - 8`14+00 12 C/G 16+00 0 17+QO 950.57 18+00 T 19+00 STA. 13+41.69, C.L. SPIREA STREET 1 �, i i� ^ - - - - - - EX. SIDEWALK EX. PAVEP4EN �1 7 y 11 t �� CLII j/ri - - -- - _ C=== - _ _- ! - ----//�T-sy� w ` } 1 �E I__I L- x Iy - _- - 4-- - - - -- - _ - - _ J L12 - -+' ;n x + I II II -i II -i II II J -i P/L _ j J 1 - - i I 2 , 11 11 {1) TII-- 11 /L 3�� o i fi 1 L� I L� Li d co L� I,- tX. DRiVf eYAY E o 0 0 l o o loi lo; d z I ; aTYPICAL h. Po Ix I o a cri l"' ui o c� _� '� o o Dit� of � � w aS o } i% �� \1 _j i I Z W N I �I W o I! ! 1 ! 4 r N } N N r d > o 0 0 EX. PA'dEh9Ehd?, i t z� t i i SEE PREVIOUSLX APPROVED I o `�' `� �o © STREET PLANS PER TR. 6448 1 18'E ! 18 I °+' �+ � 04 + 3 o N 3 �' + + + CURB Gt1T iE t �a f/ i :. + JJ �� J-1 JJ W +�.- W + N W + W C? } } AND EDEa�AtK U ( Ij v) JJ -1 W ! { } i ( U� vW > o " �' UL, Uli c�l� > N > - > �I> '? �� J 1 30 130'II I I 1( la o cUti cvt� I ( i 1 �r I Q i 7 I I I I } , �;� ter; ¢ N,; o a o a I� d Ln I I I ,} 2 I 2 3 I =� 2 2 I 21 12 G I 1 18 I I I I} o _ �rN �Iln I- t[n t- En uio Xao { 18' 18' } o I i i If I }{ ON vi (N V� �� tIn Iia m N V) c�I Ln N C6 W cD1 ! �m i I ! ! 1 i } } ! 18' I t18> t, t 1 \ I I r7r� cpco r�r� cor` o00o Dori = v� of 30' 3Q' i ff JJ �- k r ( o0 00 \ ++ ( ++ ++ I ( I ++ ++ f cic� 1 } I i 30 WHITE ALDER AVENUE �� d E II II I SEE SHEET 15 vas da ad ad dd TAHAMA WAY + 0000 } ; ; I -F- I-'- ISH 24 25� as dd SEE PREVIOUSLY APPROVED v (600 SPIREA STREET m vxn Lei v)cn STREET PLANS PER TR. 6448 L`' °Oa U N I T 2 SEE PREVIOUSLY APPROVED w vxn L. i Lnln oo Lnln m v)ln Lei Lnln E I- c5 ISI - CONSTRUCT NEW I?o STREET PLANS PER TR. 6448 E.C. ^� AC PAVING PER NOTE 2 72�& z(.��� STA. 11+52.14, C.L. 12.QORT.= L STA. 11+55.37, F.L. � ' �, �„L„ UNIT 7 '�- TRUMPETVINE PLACE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED N t Lo [ Ca N �- r7 T N N- M M N r'7 n W N N M J J1 (V rnou J d m n N J W JI uj ! Q J Do N �� } � !+i } .> > >.- > >>� J J cli w J W } J� I W> J L J AND STORM DRAIN PLANS i ( I j } J i I L_ CONSTRUCT CATCH BASIN TYPE "A" ~ I ( W w W W t N N - > EXISTING SEWER LINE E EXISTING TORM DRAIN MANHOLE � N >_ a' tx±- O W dpo a CR EXISTING SEWER CLEANOUT STA. 11+78.32, F.L. ® P.R.C. STA. 13+65.49, 15.00RT. Wl ® UNIT BOUNDARY STA. 13+69.64, 12.46RT. STA. 13+76.06, F.L. 11 B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. o Z OzZ))W I O W a. t7 I > Lu T to r�'i Ua o N o r` IfJ 6 + a_ c0I + �0�� LL f W J W, W r` _.._ O co m m" m H fir) a. s� Q L��I_ci ¢ t I i WUJ cl� ( _� N} of r„ N i N r'') Nj cn co, �� X00 Oto 4 N � Q6_ 01 I Fl - I T �./ ! d I = fy F- V/ V) I _N >Ya i o o I I O wL0 l ¢ ; ' a yr m `�' I Ln m Lh a Ln 4J to I SOU 1H VWLINL W oo cn Li Ln �cn L.i vi+I m N ' �. + + + Ns N�� O W r'+') t {rKUPGSED I i 1 EXISTING - - C - - TERLINE ; _ --SSSS-- _ ---SSSS-- O L0 .6 W I - I 1� 25% tY I U; d +t c¢ m f moi! v m a: vV)'`' H �' ( I acn m L~n Ice L.icn'm� �. II -- --- rn laJ cn � M (( SSSS +-- --- ' ------ i---0.25% --------------------- I --t -- } S - - --- } U1 > LLJ J I 2c W EXISTING ------- I ENTERIIN i ! I _ I_ I Ii i3} ¢1-I�RN Y O '° m cr S 0.25% SSSS -SSSS- CENTERLINE; --- , -{— PROPOSED NORTH ' FLOWLINEfa I ---SSSS-� - --S =�0.Zs ' - -- �- ---- _ --_ ---- -------SSSS-- tl - _ �- _ ' SSSS-- �q I --_-- } ---------;SSSSSSSS-- - } ---SSSS-- --SSSS-- i k SSSS- $ = �----------� 0.25% 1 EXISTING, _ SSSS--- NORTH F�LOWLINE SSSS--------------------- i ' � 1------ v� = ' —` S Q � :1% 4 ---------r----- s = 0- 1% ( -- -- s = o- � t UJ Z d' I4-. W O .ka-'- t Q N r. N 00 0o rn � � I 0 C ; o `j d I J J � �i I po W r7 Lu pi 11 �N� jjj I --t }j , I I lu 11 11 13 14 15 16 17 18 19 10 11 12 13 DID 14 15 16 17 18 19 I. C3 I I N N a 5;—, to M M T") cV' N �- r7 T N N- M M N r'7 to r'� ;N_ r7 n I? N ,•'")-'�----j-_.-.-. I °'to r` N t+� � co N W N Do N �� } � !+i } .> > >.- > >>� J J cli w J W } J� I W> J L J AND STORM DRAIN PLANS i ( I j } J i I L_ CONSTRUCT CATCH BASIN TYPE "A" ~ I ( W w W W t N I` 1`f• M N - > EXISTING SEWER LINE E EXISTING TORM DRAIN MANHOLE � N >_ a' tx±- O W dpo a CR EXISTING SEWER CLEANOUT STA. 11+78.32, F.L. ® 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. 11 B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. o Z OzZ))W O W a. t7 I > Lu T to r�'i Ua o N o r` IfJ 6 + a_ c0I + �0�� LL I tD + _.._ O co m m" m H fir) a. s� Q L��I_ci ¢ t d }I ~ I j i � I Q6_ 01 I Fl - I T �./ I I F- V/ V) I _N >Ya i o o I I O wL0 l ¢ ; ' a yr m `�' I Ln m Lh a Ln 4J to } SOU 1H VWLINL oo cn Li Ln �cn L.i vi+I m N ' C��'� } } t {rKUPGSED I i 1 EXISTING - - C - - TERLINE ; _ --SSSS-- _ ---SSSS-- O L0 .6 W I - I 1� 25% I I } I S Q.25% i I --' '-- I------ -----fi--------- -SSSS-- SSSS +-- --- ' ------ i---0.25% --------------------- I --t -- } S - - --- ----SSSS-- U1 > LLJ J I 2c W _jr W C�j ------- I ! I I I I } i3} ¢1-I�RN Y O '° m cr EXISTIN� GROUND; S= 0.51 % S -I 0 51% I tl ! It OUTH FL�WLINE-4— 1 tftli ui —� C,1 mO _ I j} 1 I I t � t UJ Z d' I4-. W O .ka-'- t Q N r. N 00 0o rn � � I 0 C ; o `j d I � I po W r7 Lu pi �N� }j I PROPOSED CENTERLINE 0.26% i } � ! Iiia t S - �- - { { I _ t EXISING CENTfTRLINE i XISTING .ROUND - ■`� I I i @ CENTERLINE 10 11 12 13 DID 14 15 16 17 18 19 I. C3 I I N N a 5;—, to M M T") cV' N �- r7 T N N- M M N r'7 to r'� ;N_ r7 n I? N ,•'")-'�----j-_.-.-. I °'to r` N t+� � co N W N Do N �� } � !+i } .> > >.- > >>� J J J w J W } J� I W> J L J AND STORM DRAIN PLANS i ( I j } J i I L_ CONSTRUCT CATCH BASIN TYPE "A" ~ I ( W w W W t N I` 1`f• M N - > EXISTING SEWER LINE E EXISTING TORM DRAIN MANHOLE � N >_ a' tx±- O W dpo a CR EXISTING SEWER CLEANOUT STA. 11+78.32, F.L. ® 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. 11 B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. o Z OzZ))W O W a. t7 I > Lu T to r�'i Ua o N o r` IfJ 6 + a_ c0I + �0�� LL I tD + _.._ O co m m" m H fir) a. s� Q L��I_ci ¢ t d }I ~ I j i � I I r= I T �./ I I F- V/ V) I _N >Ya i o o I I O I I U I W c6 I t tY ¢ Li N V) m ¢ ; ' a yr m `�' I Ln m Lh a Ln 4J to } SOU 1H VWLINL oo cn Li Ln �cn L.i vi+I m N ' C��'� } } {rKUPGSED I -- 1 EXISTING - - C - - TERLINE ; _ --SSSS-- _ ---SSSS-- O L0 .6 I - I 1� 25% I I } I S Q.25% i I --' '-- I------ -----fi--------- -SSSS-- SSSS +-- --- ' ------ i---0.25% --------------------- I --t -- } S - - --- ----SSSS-- - ---------i --------- ----SSSS-- --SSSS-- ------- SSSS 1 S = ------ 9; 1N S - � • -' -- �----i--- y� EXISTIN� GROUND; S= 0.51 % S -I 0 51% I EXISTING OUTH FL�WLINE-4— I 0 0 Q N r. N 00 0o rn � � I 0 C INTERLINE I po W r7 Lu pi �N� lu 11 12 LEGEND (CONT. 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 2 "W "R5-1" - DO NOT ENTER ' -END 89'34'51" "R26(CA)" - NO PARKING "W114-14-1"" -DEAD END 10.00' 7.95' 4.20' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET P.R.C. "W14-2" "R4-7" - KEEP RIGHT W1-7 - DOUBLE ARROW STA. 10+55.22, F.L. "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW P.R.C. "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER P.R.C. AND STORM DRAIN PLANS STA. 12+90.37, F.L. CONSTRUCT CATCH BASIN TYPE "A" B.C. PER C.O.B. STD. D-14. STA. 10+46.73, F.L. EXISTING CATCH BASIN - - a EXISTING STORM DRAIN LINE - > EXISTING SEWER LINE C EXISTING TORM DRAIN MANHOLE f EXISTING SEWER MANHOLE P.R.C. EXISTING SEWER CLEANOUT TRACT BOUNDARY - - - - - - - PHASE BOUNDARY 13 14 LEGEND (COQ O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1n 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: SEC11ON LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN 15 16 17 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. ® 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 CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS ®REMOVE 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. 18 19 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. 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. vT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.45' 25.18' 90'25'09" 2 25.00' 39.09' 24.82' 89'34'51" Q3 10.00' 7.95' 4.20' 45'34'23" 360 � 6i STATIONING TABLE Q REF. NO. DESCRIPTION C.L. STATION F.L. STATION m B.C. STA. 10+47.27, 12.00LT STA. 10+47.27, F.L. Q P.R.C. STA. 10+54.41, 15.00LT. STA. 10+55.22, F.L. © P.R.C. STA. 12+57.04, 15.00LT. STA. 12+59.47, F.L. ® P.R.C. STA. 12+86.33, 15.00LT. STA. 12+90.37, F.L. 55 B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. ® P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. © P.R.C. STA. 11+44.99, 15.00RT. STA. 11+47.42, F.L. ® P.R.C. STA. 11+74.28, 15.00RT. STA. 11+78.32, F.L. ® 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. 11 B.C.R. STA. 13+82.64, 12.00RT. STA. 13+89.10, F.L. 360 � 6i � Q 358 W W r7 4 > U 355 REVISION I- V APPROVED BY: ROGER A. Mcl OSH DATE 354 R.C.E. 33322 EXP. 06/30/14 352 0 350 REVISION Ir " APPROVED BY: OD v Q Q Oma MA N SHAW C.E. IV DATE 348 ILW 0 R.C.E. 32178 EXP. 12/31/14 364 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 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. I — �... , G/r� rn O pr) rq F- rn DQ�I O Z o0 U of -qF Z LO I Q J J QLLI pr) �► w U 00 W L� ow� N Of W Y a m F�G\�ER 5x � 6i � NO W W r7 4 > U 0 C dSXO� � ate'-lG -i� NfK 'ARD k a 0 > m o � O N I- V Z a 0 OD v Q Q Oma J �= ILW 0 0 0 Z — WIn W In o Z OzZ))W O W a. Z Lu O L H �0�� LL ~ �v j J Q � � r= T �./ Q o F- V/ V) w J li _N >Ya m � o o O a' W U N m v) O L0 .6 w n --t o m LJ a s> La Lo 0 0 Q N � O O CD W I CD i 04 O N I- 0 OD v Q Q Oma J �= ILW 0 �--� 0 Z — WIn W Z OzZ))W O W a. Lu O L H �0�� LL ~ �v j J Q � � T �./ Q o F- V/ V) w J li m � o o O a' CD W I CD i EX STORM DRAIN EASEMENT PER DOC. N0, 0206001828, WHITE ALDER AVENUE DATED 01/04/2006, O.R. IL SEE SHEET 15 7 NOTES: BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED Q 30% BURGUNDY EX. STORM DRAIN EASEMENT v 10% DARK IRON SPOT PER DOC. NO. 0206001828, BRICK PAVERS IN REGARD TO THEIR COLOR, THESE BRICKS DATED 01/04/2006, O.R. SEE NOTES AT LEFT - EX. 18" 'RAIN--- D SHALL BE RANDOMLY SET THROUGHOUT SEE SEWER AND STORM THEIR RESPECTIVE PATTERN. DRAIN PLAN FOR DETAIL PATTERNS SHALL BE AS FOLLOWS: - ON THIS MANHOLE`' RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF --- - - - -- - -- BRICK RUNNING WITH PEDESTRIAN TRAFFIC. - 0- HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A EX. 36 DRAIN SOLDIER COURSE BORDER. ALL BRiCK IN THE SOLDIER -" - - -" - - - COURSE SHALL BE ALL BURGUNDY COLOR. EX. 30" DRAIN- � INTERSECTION 9 STA. 10+00.00, C.L. BOTTLEBRUSH DR.= STA. 24+05.50, C.L. WHITE ALDEN AVE. BRICK PAVERS - OC n J 0 0 N I -1-1 CUIi NN r+�r7 ++ 00 wEncu Iii > -) C� C. lz� C) SEE NOTES AT LEFT¢m¢ N n] 0 Do 7 1 O x, a UVI I JJ ULZ J 1 JJ 0 L JJ w ip STREET,PLAN,PER TANTS CO kCT 6448 -UNIT U� 20 t;� 1 1 w l gx pO vi P -i o j 1 W til EX. STORM DRAIN EASEMENT 1130' i i 30'1 cn '� ED i0) M � r- O + + o CR MaA- - occ� CO W-.---. - + PER DOC. NO. 0206001828, + + o 0 0 0 ++ 0 0 + 0 0 DATED 01 /04/2006, 0. R. J WHITE ALDER AVENUE (3 SEE SHEET EE15 w a d,3 I-- F- va tom << Of IL -0-I- vi N a Q d � - t- F� N c..i d a ~ ~ Lo to 362 360 358 356 354 352 350 348 346 364 362 360 358 356 K�lI 352 350 348 364 362 360 358 356 354 352 350 348 346 UNIT 7) a � 2 01 � CURVE RADIUS HP/L H u u { 1 I SEE 5TH SEPARATE SUB OR STREET,PLAN,PER TANTS CO kCT 6448 -UNIT FOR 8-- 20 o01 7.95' a o j 1 39. D9' 0 0 ® (�---� o6 58.00' 13'14'01" R JJ -}. -IJ 18 CU L. U- Li CU La Io a I M� �! I Q r U - OCT-: r -a w 1c" a A 00- -6 - , in Nd- + + + + + + + 0 Nti� �N NN tV v � c3da d¢dcjd¢cia o I Jm d to N W N fn to V? {,�N_j m (n I inz in _� /� " �� TAHAMA WAY1-0"TAHAMA WAY ~ NN mJ /� 26 J J SEE PREVIOUSLY SEE PREVIOUSLY APPROVED J �o wJ ! �J o 0 o STREET PLANS PER TR. 6448 0 0,3 p2z! o 0 o APPROVED STREET w o c6 "' H °D a N PLANS PER TR. 6448 w OQ [ II W I mW J I LZ -iceCiLL t, J J I 1130' 30'H I U _ice ( I U N I T J �W �LL cjv o �I o - X c�� f 18' 18' X vii aoc�i V i iff J 1 IWW �C) O -N 4 r7 O Q 'CV ``' cD� li W' i� { WHO ��'• 10 r_ U oui + "' 3 + corn ^^ I fi N rl { I DU u�co + 4- �+ W � + I > _�� i ++ f bl { W w gid+ ' NNJ + Q �� �, 1 i UNIT 1 MIX SEE N Nu3 p �� Fa- GJ QQ 1 �� 001 f! { QQ ' aQow I z da c" as v~iv~i U ¢a { ly z i' I w"r' �� 1 SEE PREVIOUSLY APPROVED I SPIREA STREET 4 NNZO �- uj t%v, ! ! i STREET PLANS PER TR. 644$ SEE PREVIOUSLY APPROVED V) U) En to �r 1 1 �a`I i ( ! 4 E:X. DRIVEWAY i - J f i - - - - _ ,CEX SIDEWALK ! STREET PLANS PER TR. 6448 ' ` TYPlCA! '� � 8" DRAIN TYP 15-- 2 4�� TER -` i8 uP.riN� _ = - ' ! i (I' f( - 13+0 i EX.. C/G - 1 YP.- - T -I- 4_1.68'- - -- - ! D --134.67- - - 15+00-0 _ _ 16+pp - 410- - I EX. �w 2 1 4 --- 10 -EX._"_ SEWER d»IN ,SE'�L S76;/' 47-' �s4`�' _� Jilt i�� _ 73 n H L u u " EX. SIDEWALK J 17 r \- X. PAfE,"i� - `'37' Zl % F� / 4x= I - - ' ~ 2 '- o I I s' -16 r \ ANT 8+00 r- _ _ _ ' 17�i 4�/ - NNo 81 � Op 00 �� ( / �i /�-` CD 01_ m i !n i , < z€«> w wa x o +I EX. WALKWAY vW X, I Ix , c5� c5� cid �. cif !! 0_t _C I wl I �� :to _ ��'��, mQ ^ ! 1 {{ i ' { MI S I \ 6 o I i8' I .18' I _..:' r`o r -o o)o aF co0 18' {' 1 0 12 1 -� / o- too �t>o Q _ _ Cj PRIVATE PARK o '�30 _ N NK) n� �r<r 5_< Uv i 1130 (�/ ? I{ z <� _ t + + + + + + + + + + +� SEE PREVIOUSLY APPROVED 1 N M� :2:? �M '2n MP7 Z ' I I1 1 FAWN LILY LANE " m Q tp Q i , LANDSCAPE PLANS PER TR. 6448 i i I d SEE SHEET 12 � d d cS a ¢ Q a a a � F- ^ < o JEWEL FLOWER STREET �' 111 i j /t._ F-- H F- Z Q W N O ` N W N N m to to a Env) W to to =11 w En++ SEE PREVIOUSLY APPROVED w o STREET PLANS PER TR. 6448 { { 5' S� ( I EX. STORM DRAIN EASEMENT \ � SEE SEPARATE STREET PLAN PER Z a Q { t 1 PER DOC. NO. 0206001828, 5TH SUBSTANTIAL CONFORMANCE 0 � 'N UNIT 4, 23' I 23' i1 1 DATED a1/o4/2006, O.R. {X35' 35� FOR TRACT 6448 _UNIT 8 Is I BQTTLEBRUSH DRIVE SE 'MP�� �; � � � u N IT I STREET pL,4PREWSL ANE 't (PRIVATE STREET) PLANS PER T&. c0 SCALE' 1" = 50' HORIZONTAL 6448 1 1" = 5' VERTICAL NOTE ROUGH GRADING HAS BEEN PERFORMED Lu 10 11 12 13 y 14 15 [I. 17 18 19 362 360 358 i 1356 i f354 1352 1%w 348 ' 348 20� 01 � CURVE RADIUS LENGTH I� I o � { 1 I SEE 5TH SEPARATE SUB OR STREET,PLAN,PER TANTS CO kCT 6448 -UNIT FOR 8-- 20 10.00' 7.95' 4.20' 45'34'23" j 1 39. D9' 24.82' 89'34'51" ® (�---� 115.48' 58.00' 13'14'01" SO J -}. �;� 08'04'29" © VALID CONSTRUCTION{ NO 'd -U-) Io a I M� �! I Q r v, UNIT BOUNDARY STA. 12+16.68, 18.00RT. w 1c" a A i CONSTRUCTION PLAN IJ , in I j Lo I 0 1 V) o I I I I {,�N_j { 1 I� - F-��i i OO j� N- ( I Q �>, I W I ( J � -� u W i PLAN _WI - III O H � y� w I > W o M c,� o "' I F I ' ( I 1 N I 1 I Q M I} I > W CO W W �:2 to Q 1�� I W I Y n I I N !j r f_ t''I O Q >_ II W Z WWW I W i W of 00 L b -N w Q, I { i z tp W cr W= - N J I Z3 1-; O N I 1 a t!) I 1 Y Nw p C:) N WPI( ppW too tQ J11 �-WH m r+3 I , w I 1 + + + 1 O b O I 1 � N N rr) 1 W I I`` + + + N _N z _J -i W Z i'S 1 a O N I 4 � _- O _ th Z X. nn 'f_l[if I + + + OWI+n � (nl + Z t� i { =1+ �--L i-- w � , -� V W� � CD V3 Q �� I m ui m a v) } to i r¢- a o I o m (n to 4J U) to Lil I �! � I u. Q to { i p I r m_j + +I+ m Q z,��o� �� �MaLL, Z+_ 0 W s > I ! F-; i ! PROPOSED, CENTERLINE I i .i Q tJ Q [Y I W t to m N Lo I ~ Q! � I o � V^ N I � � , Z,_ J W .+ m � � � mr� yr � � W � a EXISTIN j �CD EXISTING C NTERLIN� t I Q O N I O LOME 1 I(4- m Ln PROPOSED_ IiTu f ! I �I nun INt I I I I _ I I - -i- - �' ' I -- -%----- - ----- ------- ---------- I _� -o ------ ----- - - - - f --- -r� _ S - - ' - - ---�-- S = -0.519; - i ID -No T S = -0:25% I i i { - -- S = 5% I --- ----� ----5 = --------- �.61 % � -+ ` -- ---- _ - ------ --- I----------` � S = T --- ----- W.25� ------- S --------- i = 0.2581 I i -------- ' J -- ( i =-= _-_ ---__ --- _-------F S O 25% 1 _ I o � ---_ S -1 I 0i j ` + -------- i SOUTH FLWLINE 37w tr� 1' 2 Q ELEW. 351.12 f ` I � i � >^I I Z�'' - 12' WIDE �.� CROSS _ EXISTING' I ���-1�- I i i I I G_-l�C�R-7H ELO $ I I 1 1 4 D ELEV. 350.49 Ij 1 h I � I j I I � 1^• 1 � � I UTTER ! ' - I �T d I I i �. � � � I � I I I f � { I I s _ ._ ► ELEO 350.93--1 I � � ` ( � .�D I �- 10 11 12 13 y 14 15 [I. 17 18 19 362 360 358 i 1356 i f354 1352 1%w 348 ' 348 20� CURVE TABLE � CURVE RADIUS LENGTH d- DELTA { 1 I SEE 5TH SEPARATE SUB OR STREET,PLAN,PER TANTS CO kCT 6448 -UNIT FOR 8-- 20 10.00' 7.95' 4.20' 45'34'23" 3� 25.00' 39. D9' 24.82' 89'34'51" ® 500.00' 115.48' 58.00' 13'14'01" SO 500.00' 70.46' 35.29' 08'04'29" © 55.00' 90.94' 59.75' 94'44'23" UNIT BOUNDARY STA. 12+16.68, 18.00RT. w 1c" a A i CONSTRUCTION PLAN IJ , in I j Lo I 0 1 V) o 'cl1 M {,�N_j { 1 Ec_O Z 1 � OO j� N- I { Q I I Z i W Z fX 1 n in I w +� I F ' I J I t0 (D I 1 N I 1 =- 1 W I W W M 1 1 I O O W Q M I} I > W CO W W �:2 to Q 1�� I W I Y n W Of I v, 0 O Q ¢ ^V'j m Q p I I Z3 1-; O N I 1 a t!) I 1 Y Nw p C:) N WPI( ppW too tQ J11 �-WH m r+3 I , w I 1 + + + 1 O b O I 1 � N N rr) 1 W I I`` + + + N _N z _J -i W Z i'S 1 a O N I 4 � _- O _ th Z X. nn 'f_l[if I + + + OWI+n � (nl + Z I N 1 -� V W� � CD V3 Q �� I m ui m a v) } to i r¢- a o I o m (n to 4J U) to Lil I m to { "- O t/') I 0 W s > ! ! F-; I ^, ! PROPOSED, CENTERLINE I EXISTIN CENTERLINE �CD O t I Q O N I O i i ! PROPOSED_ IiTu f ! I �I nun INt I I I I _ I - -i- - �' ' I -- -%----- EXISTING I -------- CENT]=RLINE _ ---_ -�-- I _� -o ------ - 0.25 - f --- -r� _ S - - ' - - -- - . - - ---------!---------- -�-. --_ --39"--------+--- - 5 --- -------- _-- ----- S = 0.64% - - EXISTING EXISTINGROUND-1 1 5 - 0.52 - - �5� I I i I S= -1. 1 77 -777 - int - ---� ----- I S1= 1 - 0.5 S 1 � ---_ S -1 I 0i �EXISTING 15 2% SOUTH FLWLINE ( I IS I Z�'' IXISTING � ���-1�- i I � I 13/4 A LEV. 351106 1%2 A ELE�. 351.00 I 1 1 4 D ELEV. 350.49 Ij +® CENTERLINE � I j � 1^• 1 � � � I ' I � � � I � I I I f � { I _ ._ ► ELEO 350.93--1 1 2 A ELEV. 3- -,d.'39 1 3 4 EL 30.29 � � ` � �- 10 11 _/'1/'1�-•. 1 ,z DID 14 15 16 17 18 19 20 VALID CONSTRUCTION PLAN 364 362 360 358 356 354 352 350 348 STATIONING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA Q 25.00' 39.45' 25.18' 90'25'09" 20 10.00' 7.95' 4.20' 45'34'23" 3� 25.00' 39. D9' 24.82' 89'34'51" ® 500.00' 115.48' 58.00' 13'14'01" SO 500.00' 70.46' 35.29' 08'04'29" © 55.00' 90.94' 59.75' 94'44'23" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION Q1 B.C. STA. 10+47.27, 12.00LT STA. 10+47.27, F.L. ❑2 P.R.C. STA. 10+54.41, 15.00LT. STA. 10+57.22, F.L. Q3 P.R.C. STA, 13+67.54, 1500LT. STA. 13+69.97, F.L. ® UNIT BOUNDARY STA. 13+71.68, 12.46LT. STA. 13+74.88, F.L. 05 B.C.R. STA. 13+84.68, 12.00LT. STA. 13+87.92, F.L. © UNIT BOUNDARY/ MATCH EX. GRADE STA. 13+71.68, C.L. - (]7 UNIT BOUNDARY STA. 12+16.68, 18.00LT. STA. 12+18.30, F.L. ® UNIT BOUNDARY STA. 12+16.68, C.L. - 9� UNIT BOUNDARY STA. 12+16.68, 18.00RT. STA. 12+18.30, F.L. X�Eft �- REVISION APPROVED BY: O` C) R ER A. McINTOSH DATE? N R.C.E. 33322 EXP. 06/30/14 N W W) > V ao- �aQ Z W � REVISION Al 01PAA./ d��S70321 4. APPROVED BY: MA IAN SHAW . IV DATE R.C.E. 32178 EXP. 12/31/14 0 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 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 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) 364 362 360 I I - 358 356 i 354 r 352 3 - 350 I 348 16 LEGEND (CONT.): LEGEND (CONT.) D'I'D CONSTRUCTION NOTES: NOTES: Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1. SEE SEWER PLANS FOR SEWER LINE STORM DRAIN LINE AND DETAILS. "R1-1" - STOP Ol CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 11 REMOVE AND REPLACE EXISTING CURB & GUTTER. "R6-1" - ONE WAY "W31(C -END SCHOOL ZONE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER "R5-1" - DO NOT ENTER "W31(CA)" -END ® ITEM OF WORK -SEE SCHEDULE "R5-1" " - NO PARKING "W14-1" - DEAD END a FLOWLINE STATION -SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 12 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND "R3 -5R" - RIGHT TURN ONLY :W14-2" - NO OUTLET OVER 0.50' COMPACTED Q.G. TO BE COMPACTED TO 95% RELATIVE "R4-7" - KEEP RIGHT W1-7" - DOUBLE ARROW NOTE: O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 13 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 14 TYPICAL CORNER - SEE DETAIL ON SHEET 10. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -- 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 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 15 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES 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. SEWER CLEANOUT TO FINISHED GRADE. P, " PAVEMENT GRADE. P SECTION If �, EXISTING CATCH BASIN © CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD ST -17. - - D- EXISTING STORM DRAIN LINE A".;}� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER�� I s EXISTING SEWER LINE 2 �, �, ,, E �, 14 ` SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS C% EXISTING TORM DRAIN MANHOLE I CIVIi �F EXISTING SEWER MANHOLE ® REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF "ry Tg7F FaF�a ADJACENT PHASE. ' ; o° SJ: ` EXISTING SEWER CLEANOUT CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A �- - - - TRACT BOUNDARY O CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 4)> - - - - - - - - - PHASE BOUNDARY CONSTRUCT 1D. HANDICAP PASSING AREA PER DETAIL ON 10 I.� -- - -- _N r I O � LTY,�- "' !n O I "' i ti i a �oj p �1 '� cND � - �.-�- + o o M o to o Vr o I I --- v ( I 1 - z > O I J J J J ! m Ni In �,,.� M F- IQ3 j t > > N L0 M Lr) M � ILO > >IW 1c" a 0 V) o 'cl1 M {,�N_j { J �Li. W- I Q I F ' I J I t0 (D I 1 N I 1 =- 1 W I W W M 1 1 I O O W Q M I} I > W CO W W �:2 to Q 1�� I W I Y n W Of I v, W W v I I w I 1 + + + 1 O b O + ( O 1 � N N rr) 1 W I I`` + + + N _N z _J -i W Z i'S 1 a O N I 4 � _- O _ th Z X. nn 'f_l[if I + + + OWI+n � (nl 00 Im + I N V W� a� I m ui m a v) } to I r¢- a o I o m (n to 4J U) to Lil I m to 4? �- ziQ aw to f1 (l") 41 N JI`L�V)-H "- O t/') I 0 W s > ! ! F-; I ^, ! I �CD O Q O N O i i ! PROPOSED_ IiTu f ! I �I nun INt I I I I _ I - -i- - �' ' I -- -%----- EXISTING I -------- CENT]=RLINE _ ---_ -�-- I _� -o ------ - 0.25 - f --- -r� _ S - - ' - - -- - . - - ---------!---------- -�-. --_ --39"--------+--- - 5 ---- -------- _-- ----- S = 0.64% - - 1 5 - 0.52 - - �5� I I i I S= -1. 1 -- S= p.51� ! S = 25� Y ---- ---i----$---.61% _ ,+--- - ---� ----- I S1= j------------- 0.251 - 0.5 S 1 % ---_ S -1 I 0i �EXISTING 15 2% SOUTH FLWLINE S IS IXISTING SOUTH FIOWLINE I 13/4 A LEV. 351106 1%2 A ELE�. 351.00 EXISTING GROUND ® CENTERLINE 1 1 4 D ELEV. 350.49 Ij i L311�A E .1'350.381: _ ._ ► ELEO 350.93--1 1 2 A ELEV. 3- -,d.'39 1 3 4 EL 30.29 � � ` � �- 4 A ELEV. 350' 2 i D ! 10 11 12 13 r-1}- 14 15 16 17 18 19 20 2 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 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 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) 364 362 360 I I - 358 356 i 354 r 352 3 - 350 I 348 16 LEGEND (CONT.): LEGEND (CONT.) D'I'D CONSTRUCTION NOTES: NOTES: Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1. SEE SEWER PLANS FOR SEWER LINE STORM DRAIN LINE AND DETAILS. "R1-1" - STOP Ol CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 11 REMOVE AND REPLACE EXISTING CURB & GUTTER. "R6-1" - ONE WAY "W31(C -END SCHOOL ZONE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER "R5-1" - DO NOT ENTER "W31(CA)" -END ® ITEM OF WORK -SEE SCHEDULE "R5-1" " - NO PARKING "W14-1" - DEAD END a FLOWLINE STATION -SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 12 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND "R3 -5R" - RIGHT TURN ONLY :W14-2" - NO OUTLET OVER 0.50' COMPACTED Q.G. TO BE COMPACTED TO 95% RELATIVE "R4-7" - KEEP RIGHT W1-7" - DOUBLE ARROW NOTE: O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 13 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 14 TYPICAL CORNER - SEE DETAIL ON SHEET 10. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. -- 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 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 15 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES 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. SEWER CLEANOUT TO FINISHED GRADE. P, " PAVEMENT GRADE. P SECTION If �, EXISTING CATCH BASIN © CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD ST -17. - - D- EXISTING STORM DRAIN LINE A".;}� NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER�� I s EXISTING SEWER LINE 2 �, �, ,, E �, 14 ` SHEET WHERE SECTION IS SHOWN AND STORM DRAIN PLANS C% EXISTING TORM DRAIN MANHOLE I CIVIi �F EXISTING SEWER MANHOLE ® REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF "ry Tg7F FaF�a ADJACENT PHASE. ' ; o° SJ: ` EXISTING SEWER CLEANOUT CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A �- - - - TRACT BOUNDARY O CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 4)> - - - - - - - - - PHASE BOUNDARY CONSTRUCT 1D. HANDICAP PASSING AREA PER DETAIL ON 10 I.� moi v z a 0 V) o Z C Q V) F > Y Q W Of c� W v, v m � W) JS V W� a� o V) wt1 s > Ld� �CD O Q O N O O I® 5 TYP. 15' BRICK PAVERS -SEE NOTES AT RIGHT EX. $ SEWER 6 EX. 18" DRAIN BRICK PAVERS SEE NOTES AT RIGHT_ I� 7 8 Z 0 f= - v w Qf 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 JV7 362 360 358 356 354 352 350 348 346 WHITE ALDER AVENUE crr ci rrr r w UNIT 4 IMPERIAL LANE SEE PREVIOUSLY APPROVED STREET PLANS PER TR. 6448 JEWEL FLOWER STREET ► i j -j Wo , a a SEE PREVIOUSLY APPROVED II w STREET PLANS PER TR. 6448 II 130' 12° PRIVATE PARK O 11 M' 18' SEE PREVIOUSLY APPROVED cx F= Cc o ({ LANDSCAPE PLANS PER TR. 6448 �{ z w of co OWN q ?QQ 15 j oo�ci{ C f � - 5 EX. SIDEWALK --?I 1 22`311 z 6 E -- �"�r ` , EX D _ $ SEER EX. C/G 12 SEX. 18" DRAIN -D 19.07' 15+00-D 5 -- -I-- - -----"-- � SEAR v 53'` � EX fi ER - r 12� EX. 8 ITER ��-- - - - _ t ? - - l.�... X DR`VEWP1 t f EX. SIDEWALK n f t } _ t 22 2100 � � J 20 �l w� U i J IIII ^ 1V j ci �i16 18! 17 L9-, IX tr)m o� `( + 0' Mto co CANDYTUFT WAY J t ad SEE SHEET 11 v o r�So U N ' �, w cn cntn U 00 W � C0NEFLOWER DRIVE z aQ o DELTA "W "R5-1" - DO NOT ENTER " -END N� (PRIVATE STREET) o SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED CENTERLINE OF 20' WIDE STREET RIGHT-OF-WAY DEDICATION TO PUBLIC UTILITY EASEMENT THE CITY OF BAKERSFIELD PER BOOK PER TR. 6448 -UNIT 5 5737, PAGE 876 OF OFFICIAL RECORDS M.B. 54, PGS. UNIT 7 AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. I LANDSCAPING 1 AREA SEE SEPARATE LANDSCAPING 55.00' PLANS I \I r� \ 9 � 2 1 S nZ CD �J � OJ ODLu Lu U) ouja o_ OuiJ _i U lU ? ++ �1 00N d Fa- I¢ - 4i (n N CF} C N m 2 Q -LANDSCAPE AREA SEE SEPARATE LANDSCAPING PLANS 3 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. {)o 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. -o- 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. -C� 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) 1L 13 14 LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH o DELTA "W "R5-1" - DO NOT ENTER " -END 25.00' "R26(CA)" - NO PARKING "Wl14-14-1"" -DEAD END o 0 Q 0 7.95' 50' ERT. CU VE -- D NEW STORM DRAIN LINE - REFER TO SEWER 24.82' AND STORM DRAIN PLANS "A" ® CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. 46'04'40" EXISTING CATCH BASIN . 500.00' EXISTING STORM DRAIN LINE - - o s EXISTING SEWER LINE Q EXISTING TORM DRAIN MANHOLE QS EXISTING SEWER MANHOLE CQ EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY 84'48'09" ® 10.00 7.86' 4.14' 45'00'57" 0 10.00' 7.08' 3.69' 40'32'33" pa�LL O Co O 0.39' to Oi 10.00' 7.98' 4.22' M to 37.00' W 5.52' 16'57'27" Qcn 4 W M � Q o I- m � v o v� a z V1 o T W c co c_ m 0 U N dLO W W W J W i W W -� w J J U'�t0 Q rl- O O O N N 0 J tt� � � J w J M W 0 w J U Z r7 w w r� u� ,. ' af j ^ N coO E O > W lOA W +M j j w00 W 0 O M W W W _ Q -.j II.J • M W CA n W J W af Q O M N a W I-ji J W + M 1,446 Z Z6 w w '' o f a o+ W W EXISTING C NTERLIN Z L,: W : W d- M M CD Q' p �o J N J N J U'�W I m t __ O O O N � .--1�2m�-ii Q d: m I j ^ •--- 1 Q N U W J t0 t0 O 113 + W� w� X L -ce_ . W w �J � . W J c0 <t N ----- m 0 -O � J w ---------- + + m O Z O W U Z O W r7 in t0 --- -- ----- " -------- = + S = 0 20% + _ m r N m IL N N Q p w cnLd 0 + o ------5 0 0 V Q �, <LLi+ j Q �' M v Q o > I ISTING CENTERLINE U - - ---- -- -- -- . � F > F-------- o Oco O] (n Q U j U Q n d W (n _------------------ ------- PROPOSED ORTH 0 E M U _ .26% - ---- - ----- -------- -------_ --------- -------- --- ---- --------- -------- ---- S - ---- "--_----- = 0.27MOL 0 m _ I S - _ 51 ----- --- ---- -- -- - W S = 0. 1 EXISTING CENTER E --_-` -' ------------ ---- S 1' - - - - 0 % J ------ ----- _/ _ cn ! - - ---------- ------- ------ -------- S /-PROPOSED SO 3/4 A LEV. 350.43 EXIS G GROU D 7 3/ A ELEV 't EXIST. NORTH F OWLINE --------- ----------------------------------------- ----------------------------------------------- ---- _ - ----- --- S-_ 0.31%-- ----- = _ 1% 1 % 0 CE TERLINE 4 A ELEV. 349.89 - ---- --- ----- -------- --- --- 3/4 D ELEV. 35(.44 2 A ELE 1 .350.38 - - -------------- - _ XISTING -61 % 2' WIDE 1 4 ELEV. 3 0.33 11/4 LEV. 349189 1 2 A ELE . 350.49 EXIS G GROU D m I CROSS 3/4 ELEV. 3 9.79 'r UTTER 4 ELEV. 3 0.54 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. {)o 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. -o- 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. -C� 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) 1L 13 14 LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE DELTA "W "R5-1" - DO NOT ENTER " -END 25.00' "R26(CA)" - NO PARKING "Wl14-14-1"" -DEAD END 25.18' "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET Q "R4-7" - KEEP RIGHTWi-7 - DOUBLE ARROW 7.95' "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW 45'34'28" "W3-3" - SIGNAL AHEAD "Wt -1" - CURVE ARROW -- D NEW STORM DRAIN LINE - REFER TO SEWER 24.82' AND STORM DRAIN PLANS "A" ® CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. 46'04'40" EXISTING CATCH BASIN . 500.00' EXISTING STORM DRAIN LINE - - o s EXISTING SEWER LINE Q EXISTING TORM DRAIN MANHOLE QS EXISTING SEWER MANHOLE CQ EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY 84'48'09" ® 10.00 7.86' 4.14' 45'00'57" 0 10.00' 7.08' 3.69' 40'32'33" pa�LL 10.00' 0.78' 0.39' 04'28'24" 11 10.00' 7.98' 4.22' 45'44'24" 1 37.00' 10.95' 5.52' 16'57'27" Qcn 4 Liz M � Q o I- m � v o v� a z V1 o T W c c_ m 0 U w CL dLO � O M U 0 w w Of N Q c_ 0 O N 0 tt� � M M M M w 0 w 0 U a0 p �, E u W W W _ Q -.j II.J • M W CA W W W J W af Q O _ a W W W Z L,: W : W d- M M CD Q' p �o J N J N J __ W m j ^ 1 Q N U W J t0 t0 O 113 + W� w� X L . J c0 <t N m 0 -O � J w W + + m O Z O W U Z O W r7 in t0 = + w + _ ,.� r I = ^ Q p 0 + o V 0 0 V Q �, <LLi+ j Q �' M U - . � F > F-------- o Oco O] (n Q U Q U Q _------------------ ------- M U - ---- "--_----- = 0.27MOL 0 m w W EXISTING CENTER E --_-` -' ------------ ---- S 1' ------ ----- cn ! - - ---------- ------- ------ -------- S /-PROPOSED SO TH FLOWINE 't --------- --------- ----------------------------------------- ----------------------------------------------- ---- _ - ----- --- S-_ 0.31%-- ----- = _ 1% 1 % - ---- --- ----- -------- --- --- 3/4 D ELEV. 35(.44 S=-.25% 5-0.66% - - -------------- - _ XISTING -61 % 2' WIDE 1 2 A ELE . 350.49 EXIS G GROU D m I CROSS 'r UTTER 4 ELEV. 3 0.54 ID 8 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. {)o 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. -o- 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. -C� 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) 1L 13 14 LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE DELTA "W "R5-1" - DO NOT ENTER " -END 25.00' "R26(CA)" - NO PARKING "Wl14-14-1"" -DEAD END 25.18' "R3 -5R" - RIGHT TURN ONLY W14-2" - NO OUTLET Q "R4-7" - KEEP RIGHTWi-7 - DOUBLE ARROW 7.95' "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW 45'34'28" "W3-3" - SIGNAL AHEAD "Wt -1" - CURVE ARROW -- D NEW STORM DRAIN LINE - REFER TO SEWER 24.82' AND STORM DRAIN PLANS "A" ® CONSTRUCT CATCH BASIN TYPE 8.04' PER C.O.B. STD. D-14. 46'04'40" EXISTING CATCH BASIN . 500.00' EXISTING STORM DRAIN LINE - - o s EXISTING SEWER LINE Q EXISTING TORM DRAIN MANHOLE QS EXISTING SEWER MANHOLE CQ EXISTING SEWER CLEANOUT � m m � TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY 15 16 LEGEND (CONT.) O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 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 IL -- -- A _2 SHEET WHERE SECTION IS SHOWN 17 19 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 03 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. 04 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL 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. © 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 ®REMOVE 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. 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. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE, Z Z 364 362 360 358 356 354 352 350 2348 364 362 362 360 358 356 354 352 350 348 NOTES: BRICK 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 SOLDIE COURSE SHALL BE ALL BURGUNDY COLOR. STATIONING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA 1Q 25.00' 39.45' 25.18' 90'25'09" Q 10.00' 7.95' 4.20' 45'34'28" 3Q 25.00' 39.09' 24.82' 89'34'51" ® 10.00' 8.04' 4.25' 46'04'40" 5Q 500.00' 115.05' 57.78' 13'11'02" 6 500.00' 118.71' 59.64' 13'36'11" 70 55.00' 81.40' 50.22' 84'48'09" ® 10.00 7.86' 4.14' 45'00'57" 0 10.00' 7.08' 3.69' 40'32'33" pa�LL 10.00' 0.78' 0.39' 04'28'24" 11 10.00' 7.98' 4.22' 45'44'24" 1 37.00' 10.95' 5.52' 16'57'27" STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1❑ B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. 0 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. 0 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. B.C.R. STA. 13+82.64, 12.00RT. STA. 13+86.05, F.L © UNIT BOUNDARY/ MATCH EXIST. GRADE STA. 13+69.64, C.L. - 7❑ B.C./ EX. C&G STA. 19+02.10, 12.00LT. STA. 19+00.31, F.L. ® P.R.C./ EX. C&G STA. 19+08.99, 14.98LT. STA. 19+08.17, F.L. 90 P.R.C./ EX. C&G STA. 21+02.38, 19.61 LT. I STA. 21+02.54, F.L. O 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. AN6"!-;� SEWER CLEANOUT TO ,FINISHED GRADE.' •`_..� fig P.. l\ ..."',� (',`6'/✓. "*.. � ♦ / 1 ^ / { till", � 1 (� No. 3' -2 Exp. 6 =12 -04 72A2 -11L R R O �0) Q o 2 00 U Q� -t Z I Q J J Q Ld W (J 00 W to O to N af W Y Q m O n zW O 000 N co O 0 z o J V) i m m El � 2T5 0 b� J > U a 0 m ,% J /--l 360 EtPf Ro1/rrT� sY R4EiEl2 cltJ D�-�'� . F- U 358 356 0 p &YIs1on/ ` .ct a W > 354 MA rAN �+w E. IV DATE m Q.C.E. 32178 i xP. )2/451/14- I- 352 Q 350 H LLI � 348 z O .�iVO 346 pa�LL Lu 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. AN6"!-;� SEWER CLEANOUT TO ,FINISHED GRADE.' •`_..� fig P.. l\ ..."',� (',`6'/✓. "*.. � ♦ / 1 ^ / { till", � 1 (� No. 3' -2 Exp. 6 =12 -04 72A2 -11L R R O �0) Q o 2 00 U Q� -t Z I Q J J Q Ld W (J 00 W to O to N af W Y Q m O n zW O 000 N co O 0 z o J V) i m m El � 2T5 0 b� J > U a 0 m o J N . F- U Q 0 .ct a W > rt-1GoC) It Q 0 C+_4 m a. .-+ I- O CC Q H LLI � W z O .�iVO pa�LL Lu � 0m U. 0 O C) O U Qcn 4 Liz M � Q o I- m � v o v� a z V1 o T W c c_ m 0 U w CL ►v 0 w w Of Q c_ 0 O N 0 04 N . F- U Q .ct a W > rt-1GoC) It Q 0 C+_4 m a. .-+ I- O CC H LLI � W z O .�iVO pa�LL Lu � 0m U. 0 O C) O U Qcn 4 Liz M � Q o I- m � v o v� a 1 9C4 366 364 362 360 358 356 354 352 350 348 346 uuulTr Ai nrP eWw W WHITE ALDER AVENUE SEE SHEET 14 U uj VEST. TENT. TR. 7202 N CHECKERBLOOM DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED VEST. TENT. TR. 7202 I MU CAVIIVI3 rLR IVUIL L UNrr 1 CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106-107 PALE LILAC LANE SEE SHEET 13 i s I 55' I 1 li p :z Iw II ° SII !0 W 1i a I z I I II� CL ' ZII 12 I 15 I I C'3 i �bj, � I N I I W N (� � 0 II II to II li X 1 II) Z II u' N IIS 18' 1 18'16 (I + 1.30' 40' N PALE LILAC LANE SEE SHEET 13 N MENEM 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "Rt -1" - STOP "R6-1' -ONE WAY "S5-2" -END SCHOOL ZONE MEN "W "R5-1" - DO NOT ENTER " -END v .3337E 'R26(CA)" - NO PARKING "W114-14-1"" -DEAD END 25.18' MENEE 22 ,W14-2" "R4-7" - KEEP RIGHT W1-7 - DOUBLE ARROW 39.09' "R81(CA)" - BIKE LANE W1-6" - SINGLE ARROW 89'34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW - - NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS ® CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D-14. 45'34'23" EXISTING CATCH BASIN - - a EXISTING STORM DRAIN LINE s EXISTING SEWER UNE LiD, EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT STA. 19+13.89, F.L. 99 P.R.C. STA. 19+11.33, 15.00LT. STA. 19+21.84, F.L. 1® B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. 11 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. 1® P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. 1® P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. 1® B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. 1[� P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. 1® E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. 11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. 1® P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. 1® P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. 2® E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. 21 B.C. STA. 18+88.28, 12.00RT. ME 2 P.R.C. STA. 18+95.42, 15.00RT. M 2� E STA. 13+84.68, 12.00LT. STA. 13+87.92, F.L. 2[� E.C.R. STA. 14+58.68, 12.001 T. STA. 14+61.92, F.L. O ^ Fn 1 W o U r Uj w U � J I N M J w W w U uj W a- 000 Zo '311 'MEEEIN.EEE E Z 11111111mmu M M 1EM o act� w I MEN M MENE cli In E.- Q Q 0 O ,,¢j ao o o O J M > U t0 J W W w N+ E W W ERVE MENI coW 111 Z MIE11111111 w J W I MENNI III -N Z ON 0 E No 00 Y �_ Ir H Z O Q m + Q `D d- U Q W 00Lu N w OfC� F-- to U + LLI r,: .. w V) W LO Iv- ED m+ U m +j m + w Z� - or- lI Q N Z_ aQ EXISTIN CENTER INE (D "' — — N w N � � ; a - - Ln MEMNON PROPOSED CENTEF ME=. EXISTING ROUND MEN 1111111MMIMMIM, No M.11111111, MENNEN ME MENEM MM 10 11 364 362 360 358 356 354 352 350 348 1 13 14 15 16 17 18 19 20 21 �2 (022 C6 0 Ar 364 362 360 358 356 354 352 350 348 346 10 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -o- 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. -C�- 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) 364 362 360 358 356 354 352 350 34S 12 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "Rt -1" - STOP "R6-1' -ONE WAY "S5-2" -END SCHOOL ZONE DELTA "W "R5-1" - DO NOT ENTER " -END v .3337E 'R26(CA)" - NO PARKING "W114-14-1"" -DEAD END 25.18' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 22 ,W14-2" "R4-7" - KEEP RIGHT W1-7 - DOUBLE ARROW 39.09' "R81(CA)" - BIKE LANE W1-6" - SINGLE ARROW 89'34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW - - NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS ® CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D-14. 45'34'23" EXISTING CATCH BASIN - - a EXISTING STORM DRAIN LINE s EXISTING SEWER UNE LiD, EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT STA. 19+13.89, F.L. 99 P.R.C. STA. 19+11.33, 15.00LT. STA. 19+21.84, F.L. 1® B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. 11 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. 1® P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. 1® P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. 1® B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. 1[� P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. 1® E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. 11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. 1® P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. 1® P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. 2® E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. 21 B.C. STA. 18+88.28, 12.00RT. STA. 18+97.98, F.L 2 P.R.C. STA. 18+95.42, 15.00RT. M 2� B.C.R. STA. 13+84.68, 12.00LT. STA. 13+87.92, F.L. 2[� E.C.R. STA. 14+58.68, 12.001 T. STA. 14+61.92, F.L. O ^ Fn 1 W o U r Uj w U � J I N M J w W w U uj W a- 000 Zo Z M M o act� w M cli In Q Q 0 O ,,¢j ao o o O J M > U t0 J W W w N+ W W p coW Z w J W -N Z Zt0 00 Y �_ Ir H Z O Q m + Q `D d- U Q W 00Lu N w OfC� F-- to U + LLI r,: .. w V) W LO ED m+ U m +j m + w Z� - or- lI Q N Z_ aQ EXISTIN CENTER INE (D "' — — N w N � � ; a - - Ln PROPOSED CENTEF LINE EXISTING ROUND Ar 364 362 360 358 356 354 352 350 348 346 10 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -o- 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. -C�- 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) 364 362 360 358 356 354 352 350 34S 12 13 14 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "Rt -1" - STOP "R6-1' -ONE WAY "S5-2" -END SCHOOL ZONE DELTA "W "R5-1" - DO NOT ENTER " -END v .3337E 'R26(CA)" - NO PARKING "W114-14-1"" -DEAD END 25.18' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 22 ,W14-2" "R4-7" - KEEP RIGHT W1-7 - DOUBLE ARROW 39.09' "R81(CA)" - BIKE LANE W1-6" - SINGLE ARROW 89'34'51" "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW - - NEW STORM DRAIN LINE - REFER TO SEWER 25.00' AND STORM DRAIN PLANS ® CONSTRUCT CATCH BASIN TYPE "A" 7.95' PER C.O.B. STD. D-14. 45'34'23" EXISTING CATCH BASIN - - a EXISTING STORM DRAIN LINE s EXISTING SEWER UNE LiD, EXISTING TORM DRAIN MANHOLE Q EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY 15 16 LEGEND (CONT.) Ot CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 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 MERE SECTION IS SHOWN 17 18 19 CONSTRUCTION NOTES: 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 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. © 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. A %e UIJ/7' -7 &Ay r 366 364 362 360 358 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO .THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. -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. PALE LILAC LN. 6 C? r— d 0 a_7 Z! r� v� < M CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA 10 v .3337E 39.45' %e UIJ/7' -7 &Ay r 366 364 362 360 358 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO .THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, MAP BOOK 37, PAGES 29-30. -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. PALE LILAC LN. 6 C? r— d 0 a_7 Z! r� v� < M ,c,pPRovp R0 Erb A • Mc trl TosH pp715 364 362 REuI sro�J 360 dot l�nl 5+►,a�N �.�. t ©�z R.c€. 3ztzg AXP /Z/3►/r� 358 356 354 352 350 348 22 346 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 gAND,V,3 SEWER CLEANOUT TO;,r�tNtSHEf1AGRADE. 4 p la r: ZA -NoAm CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA 10 25.00' 39.45' 25.18' 90.25'09" 22 25.00' 39.09' 24.82' 89'34'51" 30 25.00' 39.27' 25.00' 90'00'00" ® 10.00' 7.95' 4.20' 45'34'23" ,c,pPRovp R0 Erb A • Mc trl TosH pp715 364 362 REuI sro�J 360 dot l�nl 5+►,a�N �.�. t ©�z R.c€. 3ztzg AXP /Z/3►/r� 358 356 354 352 350 348 22 346 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 gAND,V,3 SEWER CLEANOUT TO;,r�tNtSHEf1AGRADE. 4 p la r: ZA -NoAm STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 11 B.C. STA. 10+47.27, 12.00LT. STA. 10+47.27, F.L. 2� P.R.C. STA. 10+54.41, 15.00LT. STA. 10+55.22, F.L. 30 P.R.C. STA. 13+67.76, 15.00LT. STA. 13+70.19, F.L. ® UNIT BOUNDARY STA. 13+71.68, 12.53LT. STA. 13+74.87, F.L. 5Q P.R.C. STA. 16+62.04, 15.00LT. STA. 16+67.71, F.L. ® P.R.C. STA. 16+91.33, 15.0OLT. STA. 16+98.61, F.L. P.R.C. STA. 18+82.04, 15.00LT. STA. 18+90.94, F.L. ® B.C. STA. 19+04.18, 12.00LT. STA. 19+13.89, F.L. 99 P.R.C. STA. 19+11.33, 15.00LT. STA. 19+21.84, F.L. 1® B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. 11 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. 1® P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56, F.L. 1® P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.46, F.L. 1® B.C. STA. 15+65.62, 18.00RT. STA. 15+70.47, F.L. 1[� P.R.C. STA. 15+72.76, 15.00RT. STA. 15+78.42, F.L. 1® E.C. STA. 15+79.90, 12.00RT. STA. 15+86.37, F.L. 11 B.C. STA. 16+73.68, 12.00RT. STA. 16+80.15, F.L. 1® P.R.C. STA. 16+80.83, 15.00RT. STA. 16+88.10, F.L. 1® P.R.C. STA. 18+66.14, 15.00RT. STA. 18+75.03, F.L. 2® E.C. STA. 18+73.28, 12.00RT. STA. 18+82.98, F.L. 21 B.C. STA. 18+88.28, 12.00RT. STA. 18+97.98, F.L 2 P.R.C. STA. 18+95.42, 15.00RT. STA. 19+05.93, F.L. 2� B.C.R. STA. 13+84.68, 12.00LT. STA. 13+87.92, F.L. 2[� E.C.R. STA. 14+58.68, 12.001 T. STA. 14+61.92, F.L. ,c,pPRovp R0 Erb A • Mc trl TosH pp715 364 362 REuI sro�J 360 dot l�nl 5+►,a�N �.�. t ©�z R.c€. 3ztzg AXP /Z/3►/r� 358 356 354 352 350 348 22 346 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 gAND,V,3 SEWER CLEANOUT TO;,r�tNtSHEf1AGRADE. 4 p la r: ZA -NoAm ny0 V (n N zC) Q7 O ^ Fn 1 W o U r Uj w U Z J I Qo 2 d U uj W a- Zo o act� w Q Q 0 O N ao o o O {r i ll'' Ln v 11 11 II X3:: B.C.R. BEGIN 12" WIDE CROSS GUTTER WHITE ALDER o 11 11 11 STA. 15+91.73 C.L. 12.00LT.= AVENUE o p11 ��� 1® 0 0 0 �-�� Co25 0 9 o STA. 15+98.20, F.L. ��� � It 1 2 CONSTRUCT NEW J o 11 PROJECT o� SEE SHEET 14 z T 11 27 26 ¢ N o 0 o p o AC PAVING PER NOTE 2 0 30' 30' z M> a2 °O a3 m ad 06 0 0 0 0 0 _ j„j (n J_,.j 11J J �J IJ = SKY LUPINE LANE N `8 7 cd 5 N � O �, � BOUNDARY n - - - 18' 18' Ul.a_ ¢ C3L�>W --L _j IJ J IJ J -j -j JJ J _jJ -j JJ -j J SU SEE SHEET 10 '- p -� m W l,_ UF- J JJ ___I _j_I -j J J-1 W O P NE II L �� -J J J J JJ JJ J Y JJ J _j J U Z Z ¢O la. U4- W Uta_ Li u- (!1 p JJ JJ -j J J .J O La_ W La- 4. 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F¢I a01� �1 IF a 0oco N o ( .-L() m d• o o UJ � � a - > � > �I 0+o I w � �Lo 16 U oo Vis;`` 118' 18' II c�c� �' °oOoJo o.- v� KiOo �' N v� �' N I� cam' cn OLO d Q ¢ Q �c''i'- IQ Q> 0 1 M� o �I aoco a'm ? °D > a' W + +I w + I) UL' o STREET RIGHT-OF-WAY DEDICATION TO MM ¢ IML, 30' 30'1 F F- �m Sao o I o I - rn o 0 o I _ o II II N Om ++ U W �•� 0000 00 NM i a�lri W Lri� (� (n to (n ¢ 1t- WY F¢-- Y IQ- Q ¢ Q Md- d ON G' I Y '- _ �I > N > N N w O + o_ o++ o0 o+o+�cn I 18 + ++ ++ ++ rnp p NM w�� va mcn c� to NI w Lr;ri c� cn NI �, Nt �, Llil� I odo o d d, o Q ¢ 1 I > c" N� orMi N t I 55 THE CITY OF 'BAKERSFIELD PER BOOK i 19 20 �21 NN 22 (23 �*� a 18' 18' I ++ ¢ ++ to �I o o WHITE ALDER -1 -j m ++ cn N 1 7 d1 o I II 5737, PAGE 876 OF OFFICIAL RECORDS w <r Ln Ln 1-17 m ++ p d d 1 d 1-2!!2 + + + + N �) 18 � O Q ¢ Lri c� I ? d d 3 a CONSTRUCT NEW w c3 c3 cfl m ao 0000 + + c-� cn rn c� cn i- N M -� J 10 Z 11 0 12 13 14 19 �' N I + + c3 III it AND TRACT N 0.4709, MAP BOOK 37, ,a_,¢ ci ci � SCOTCH ci c3 f¢_ ~ add o rri o ¢ 1-`r I PAGES 29-30. dd AVENUE U �-�- w ¢¢ AC PAVING PER NOTE 2 U�� 15 16 �� NN NN ' II TRA U) i t i SEE SHEET 14 '`i Nv' z (n (n z o 0o (oto cncn 0° Nto tri cnto BROOM WAY w to cn lai rn cn m NN a= o m N N m N N m ¢ PALE LILAC LANE �� N Q. 5444 SEE SHEET 10 w cco o V) cn ai N 1 7 UNIT 1® � ++ SEE SHEET 13 24 N ++ m tntn q- (o M. eK.39, PG. 98 t0 O �� NN z NN ccj dd CENTERLINE OF 20' WIDE BEACH ASTER DRIVE i m v~icn PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT (PRIVATE STREET) s>:PARa,;` szRefr PLAtJ FF -P, 4T s -M SUEsSTA rTIAL CoA#r0P.MAucE- SCALE: 1" = 5HORIZONTAL 1" = 5'' VERTICAL r OR TIAcT 6448-VfinS 9 � /I• NOTE: ROUGH GRADING HAS BEEN PERFORMED 362 360 °' M ai of co M Lo ro to M 358 (" 00 n Jp JitJ _j J M d0- st d W Z LL w W W > M M !� Z N .__j N 356 wto n J > W ^ m O 1p Lo to Lu J Q o U o � 0 0 354 U `r c�j Q U dTTL c3 d c3 Q m M Laj C� O uj m d cn LJ N 352 350 S 348 346 10 11 364 362 360 N 0 0 i7 Lo M to 358 1-v w W w 356 o O U O W O M � Q m 354 Z� CD ¢d N Z5 N 352 PR P( 350 348- 10 11 364 362 360 `� z V) oi (cO cc cF M co M M 358 > > OLL J 00 n W Z La. W w LJi1-' M �� Jfl. 00 356 co co m 00 N > > M M M co 354 w J W o o N o 0 .- r W ci a ` (3 .i u at¢ - U d• LaJ rn m 0- V) rn 352 °' "7 RC 350 348 346 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t� 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. -o— FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. EE) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. --C>- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS swim CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12 12 13 14 16 13 14 15 16 m LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M -!- "R1-1" - STOP (1 CURVE NUMBER FOR CURVE DESCRIPTION m "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" � 350 "R5-1" - DO NOT ENTER - END ® ITEM OF WORK - SEE SCHEDULE C3 "R26 CA " - NO PARKING "W14-1' - DEAD END ( ) W14-2" - NO OUTLET "R3 -5R" - RIGHT TURN ONLY FLOWLINE STATION -SEE TABLE N "R81(C -KEEP RIGHT „�-7" - DOUBLE ARROW NOTE: 4 " "R81(CA)" -BIKE LANE W1-6 -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT M M M AD M ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M CONSTRUCT CATCH BASIN TYPE "A" 10 M �� M } t� EXISTING CATCH BASIN SECTION LETTER - ' Q ro Ln s EXISTING SEWER LINE 2 Q EXISTING TORI DRAIN MANHOLE 0 to J Q EXISTING SEWER CLEANOUT STA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. Y m ¢ W m W W J STA. 21+32.69, 15.001-T. W00 16 E.C. J LL > 358 STA. 10+46.73, 12.00RT. ad 18 zd U STA. 10+54.68, F.L. N W � ` J 0 J •- � J - - J J 354 B.C. STA. 12+69.60, 12.00RT. W W W STA. 12+76.74, 15.00RT. W W O N 350 STA. 14+13.63, F.L. W E.C. W U W I n STA. 15+15.58, F.L. -- W } + a+i P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. M E.C. M N M 04 Lo B.C. 00 CU O Ly STA. 18+52.31, F.L. o P.R.C. t6 Lo Lfo ® Lb Q¢ STA. 21+39.29, 12.UORT. � ® Ki 00 STA. 15+46.81, F.L. © 00 S . 5+38.73, C.L. - co o� L O tD m N Le) U) 41 N =p U C3 Q Q . Q C3 . �i1- tr ii W 0 w� M 0- fie O N N M 2 zz 0 + m m~ N N N N N r- C) �} I U C3 P? U d ci d d o �F¢--- U 13 14 16 13 �! 15 13 14 15 16 m LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M -!- "R1-1" - STOP (1 CURVE NUMBER FOR CURVE DESCRIPTION m "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" � 350 "R5-1" - DO NOT ENTER - END ® ITEM OF WORK - SEE SCHEDULE C3 "R26 CA " - NO PARKING "W14-1' - DEAD END ( ) W14-2" - NO OUTLET "R3 -5R" - RIGHT TURN ONLY FLOWLINE STATION -SEE TABLE N "R81(C -KEEP RIGHT „�-7" - DOUBLE ARROW NOTE: 4 " "R81(CA)" -BIKE LANE W1-6 -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT M M M AD M ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M CONSTRUCT CATCH BASIN TYPE "A" 10 M �� M } t� EXISTING CATCH BASIN SECTION LETTER - ' Q ro Ln s EXISTING SEWER LINE 2 Q EXISTING TORI DRAIN MANHOLE 0 to J Q EXISTING SEWER CLEANOUT STA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. Y m ¢ W m W W J STA. 21+32.69, 15.001-T. W00 16 E.C. J LL > 358 STA. 10+46.73, 12.00RT. ad 18 zd U STA. 10+54.68, F.L. N W � ` J 0 J •- � J - - J J 354 B.C. STA. 12+69.60, 12.00RT. W W W STA. 12+76.74, 15.00RT. W W O N 350 STA. 14+13.63, F.L. W E.C. W U W I n STA. 15+15.58, F.L. -- W } + a+i P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. M E.C. M N M 04 Lo B.C. 00 CU O Ly STA. 18+52.31, F.L. o P.R.C. t6 Lo Lfo ® Lb Q¢ STA. 21+39.29, 12.UORT. � ® Ki 00 STA. 15+46.81, F.L. © 00 S . 5+38.73, C.L. - co o� L O tD m N Le) U) 41 N =p U C3 Q Q . Q C3 . �i1- tr ii W 0 w� M >w fie O N N M 2 zz 0 + m m~ N N N N N r- C) �} I U C3 P? U d ci d d o �F¢--- U imN W v) F¢' N m (n LJ t¢ -U tom D_ N t¢- (n mNd 41N C� '0 SOUTH FLOWLINE N mm � 9, w S = 0. 1% S = 13 �! 15 16 W 00 6 O 1-17 d 12 13 14 15 16 m LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M -!- "R1-1" - STOP (1 CURVE NUMBER FOR CURVE DESCRIPTION m "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" � 350 "R5-1" - DO NOT ENTER - END ® ITEM OF WORK - SEE SCHEDULE C3 "R26 CA " - NO PARKING "W14-1' - DEAD END ( ) W14-2" - NO OUTLET "R3 -5R" - RIGHT TURN ONLY FLOWLINE STATION -SEE TABLE N "R81(C -KEEP RIGHT „�-7" - DOUBLE ARROW NOTE: 4 " "R81(CA)" -BIKE LANE W1-6 -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT M M M AD M ul m NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M CONSTRUCT CATCH BASIN TYPE "A" 10 M �� M } t� EXISTING CATCH BASIN SECTION LETTER - ' Q ro Ln s EXISTING SEWER LINE 2 Q EXISTING TORI DRAIN MANHOLE 0 to J Q EXISTING SEWER CLEANOUT STA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. Y m ¢ W m W W J STA. 21+32.69, 15.001-T. W00 16 E.C. J LL > 358 STA. 10+46.73, 12.00RT. ad 18 zd U STA. 10+54.68, F.L. N W � ` J 0 J •- � J - - J J 354 B.C. STA. 12+69.60, 12.00RT. W W W STA. 12+76.74, 15.00RT. W W O N 350 STA. 14+13.63, F.L. W E.C. W U W I n STA. 15+15.58, F.L. -- W } + a+i P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. M E.C. M N M 04 Lo B.C. 00 CU O Ly STA. 18+52.31, F.L. o P.R.C. t6 Lo Lfo ® Lb Q¢ STA. 21+39.29, 12.UORT. � ® Ki 00 STA. 15+46.81, F.L. © 00 S . 5+38.73, C.L. - co o� L O tD m N Le) U) 41 N =p U C3 Q Q . Q C3 . �i1- tr ii W 0 w� M >w fie O N N M 2 zz 0 + m m~ N N N N N r- C) �} I U C3 P? U d ci d d o �F¢--- U imN W v) F¢' N m (n LJ t¢ -U tom D_ N t¢- (n mNd 41N C� '0 SOUTH FLOWLINE S = 0. 1% S = S = 0 25% S=0.5% 12' DE CRO S GUTTE 16 W 00 6 O 1-17 d 12 13 14 15 16 LEGEND -WONT.): LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M -!- "R1-1" - STOP (1 CURVE NUMBER FOR CURVE DESCRIPTION m "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "W31(CA)" � 350 "R5-1" - DO NOT ENTER - END ® ITEM OF WORK - SEE SCHEDULE C3 "R26 CA " - NO PARKING "W14-1' - DEAD END ( ) W14-2" - NO OUTLET "R3 -5R" - RIGHT TURN ONLY FLOWLINE STATION -SEE TABLE N "R81(C -KEEP RIGHT „�-7" - DOUBLE ARROW NOTE: 4 " "R81(CA)" -BIKE LANE W1-6 -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 4.20' "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 348 39.09' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. - - D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. L� CONSTRUCT CATCH BASIN TYPE "A" SECTION DESIGNATION: 22 PER C.O.B. STD. D-14. N t� EXISTING CATCH BASIN SECTION LETTER - ' Q EXISTING STORM DRAIN LINE Ln s EXISTING SEWER LINE 2 Q EXISTING TORI DRAIN MANHOLE SHEET WHERE SECTION IS SHOWN 0 EXISTING SEWER MANHOLE J Q EXISTING SEWER CLEANOUT STA. 18+90.33, 12.00LT. TRACT BOUNDARY �' �• PHASE BOUNDARY z M J Lu Lri co + t& d 17 S=O. 17 Rm 18 18 cd�I�U m n_ to w 19 +W + 4m c3 0 Nd N EXI Trio] 19 00 CD d Lo Lo IC3 000 _ M + + 39.45' m � � 350 CU 362 C3 4i W m N N w J Lu Lri co + t& d 17 S=O. 17 Rm 18 18 cd�I�U m n_ to w 19 +W + 4m c3 0 Nd N EXI Trio] 19 17 18 19 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® 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. O 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 10. C] to CD d Lo Lo 356 354 M M Ito M M 39.45' m cp w 350 39.27' 362 90'00'00" Q w N 24.82' M 4 10.00' po M 4.20' 45'3423" Q 348 39.09' 24.82' 89'34'51" m � 39.45' 25.18' M 22 STA. 15+72.52, F.L. N P.R.C. N 364 Ln N Ln in LN Ln to M 362 Y > STA. 16+90.15, F.L. > P.R.C. STA. 18+68.19, 15.00LT. J 13 M STA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. Y m ¢ W m W W J STA. 21+32.69, 15.001-T. W00 16 E.C. J LL > 358 STA. 10+46.73, 12.00RT. ad 18 zd STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. N E.C. � ` J W J •- � W - - STA. 12+54.60, 12.00RT. STA. 12+57.83, F.L. 354 B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. ® 352 STA. 12+76.74, 15.00RT. STA. 12+80.78, F.L. ® P.R.C. 350 STA. 14+13.63, F.L. ® E.C. STA. 14+15.12, 12.00RT. .348 2® 12 IT n STA. 15+15.58, F.L. -- + C 7 + a+i P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. 2® E.C. M N N 04 Lo B.C. 00 CU O P.R.C. STA. 18+41.80, 15.00RT. STA. 18+52.31, F.L. R P.R.C. STA. 21+32.15, 15.00RT- STA. 21+44.28, F.L. ® 00 STA. 21+39.29, 12.UORT. � ® UNIT BOUNDARY STA. 15+38.73, 18.00RT. STA. 15+46.81, F.L. © UNIT BOUNDARY S . 5+38.73, C.L. - U o� C3 m N 2 U) 41 V) U C3 Q Q . Q C3 . �i1- tr ii W 17 18 19 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® 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. O 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 10. C] C6 d N v) m 21 20 21 iM 20 it 21 to CD d Lo Lo 356 354 M M Ito M M 39.45' W > w 350 39.27' 362 90'00'00" Q w 39.09' 24.82' M 4 10.00' 7.95' 4.20' 45'3423" Q 348 39.09' 24.82' 89'34'51" m � 39.45' 25.18' 360 22 STA. 15+72.52, F.L. N P.R.C. N 364 10 Lo ro STA. 16+75.73, 12.00LT. to M 362 P.R.C. > STA. 16+90.15, F.L. > P.R.C. STA. 18+68.19, 15.00LT. J 13 358 C6 d N v) m 21 20 21 iM 20 it 21 + + + N N N m cn N N 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 362 360 358 n 356 CURVE TABLE "I S tn in Ill 1 0% U-31 ao Lo Lo M RADIUS 356 354 TANGENT W W Ld J Q1 352 39.45' W W 4 Q 350 39.27' 25.00' 90'00'00" Q 25.00' 39.09' 24.82' M 4 10.00' 7.95' 4.20' 45'3423" Q 348 39.09' 24.82' 89'34'51" © 346 39.45' 25.18' 90'25'10" 22 STA. 15+72.52, F.L. N P.R.C. N 364 10 Lo ro STA. 16+75.73, 12.00LT. to M 362 P.R.C. > STA. 16+90.15, F.L. > P.R.C. STA. 18+68.19, 15.00LT. J 13 W STA. 18+90.33, 12.00LT. STA. 19+00.03, F.L. Y m ¢ P.R.C. o r7 360 15 �� + STA. 21+32.69, 15.001-T. W00 16 E.C. w STA. 21+52.77, F.L. N 358 STA. 10+46.73, 12.00RT. ad 18 zd STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. N E.C. � ` 356 ® S= 1.3 •- STA. 12+49.88, F.L. © - - STA. 12+54.60, 12.00RT. STA. 12+57.83, F.L. 354 B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. ® 352 STA. 12+76.74, 15.00RT. STA. 12+80.78, F.L. ® P.R.C. 350 STA. 14+13.63, F.L. ® E.C. STA. 14+15.12, 12.00RT. .348 2® 12 IT n STA. 15+15.58, F.L. -- + + + N N N m cn N N 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 362 360 358 n 356 354 ( Ra=uls�onJ _ 352 aa4 a A. Mc bATC- 350 348 REv�sroN APF'RoVr;D 13y- MA /AN sy.Aw c. In. ! DATE 22 346 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.f U1J/%" 7 1/AJL y v t4 �' ?ZA,-1,2 Le ' I I CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA Q1 25.00' 39.45' 25.18' 90'25'09" Q 25.00' 39.27' 25.00' 90'00'00" Q 25.00' 39.09' 24.82' 89-34'50- 4 10.00' 7.95' 4.20' 45'3423" Q 25.00' 39.09' 24.82' 89'34'51" © 25.00' 39.45' 25.18' 90'25'10" 354 ( Ra=uls�onJ _ 352 aa4 a A. Mc bATC- 350 348 REv�sroN APF'RoVr;D 13y- MA /AN sy.Aw c. In. ! DATE 22 346 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.f U1J/%" 7 1/AJL y v t4 �' ?ZA,-1,2 Le ' I I N STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+47.27, 12.00LT. STA. 10+47.27, F.L. [2 P.R.C. STA. 10+54.41, 15.001-7. STA. 10+55.22, F.L. 03 E.C. STA. 10+61.55, 18.00LT. STA. 10+63.17, F.L. ® P.R.C. STA. 13+58.19, 15.001-7. STA. 13+60.61, F.L. 05 E.C. STA. 13+65.33, 12.00LT. STA. 13+68.56, F.L. © B.C. STA. 13+80.33, 12.00LT. STA. 13+83.56, F.L. Q7 P.R.C. STA. 13+87.47, 15.001-T. STA. 13+91.51, F.L. ® B.C. STA. 15+67.67, 18.00LT. STA. 15+72.52, F.L. []9 P.R.C. STA. 15+74.81, 15.00LT. STA. 15+80.47, F.L. 10 B.C. STA. 16+75.73, 12.00LT. STA. 16+82.20, F.L. 11 P.R.C. STA. 16+82.87, 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+00.03, F.L. 14 P.R.C. STA. 18+97.47, 15.00LT. STA. 19+07.98, F.L. 15 P.R.C. STA. 21+32.69, 15.001-T. STA. 21+44.82, F.L. . 16 E.C. STA. 21+39.84, 12.00LT. STA. 21+52.77, F.L. 17 B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. 18 P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. 19 E.C. STA. 10+61.01, 18.00RT. STA. 10+62.63, F.L. ® P.R.C. STA. 12+47.46, 15.00RT. STA. 12+49.88, F.L. © E.C. STA. 12+54.60, 12.00RT. STA. 12+57.83, F.L. ® B.C. STA. 12+69.60, 12.00RT. STA. 12+72.83, F.L. ® P.R.C. STA. 12+76.74, 15.00RT. STA. 12+80.78, F.L. ® P.R.C. STA. 14+07.98, 15.00RT. STA. 14+13.63, F.L. ® E.C. STA. 14+15.12, 12.00RT. STA. 14+21.58, F.L. 2® IB.C. STA. 15+09.12, 12.00RT. STA. 15+15.58, F.L. ® P.R.C. STA. 15+16.26, 15.00RT. STA. 15+23.53, F.L. ® P.R.C. STA. 18+12.52, 15.00RT. STA. 18+21.41, F.L. 2® E.C. STA. 18+19.66, 12.00RT. STA. 18+29.36, F.L. ® B.C. STA. 18+34.66, 12.00RT. STA. 18+44.36, F.L. 31 P.R.C. STA. 18+41.80, 15.00RT. STA. 18+52.31, F.L. R P.R.C. STA. 21+32.15, 15.00RT- STA. 21+44.28, F.L. ® E.C. STA. 21+39.29, 12.UORT. STA. 21+52.23, F.L. ® UNIT BOUNDARY STA. 15+38.73, 18.00RT. STA. 15+46.81, F.L. © UNIT BOUNDARY S . 5+38.73, C.L. - 354 ( Ra=uls�onJ _ 352 aa4 a A. Mc bATC- 350 348 REv�sroN APF'RoVr;D 13y- MA /AN sy.Aw c. In. ! DATE 22 346 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.f U1J/%" 7 1/AJL y v t4 �' ?ZA,-1,2 Le ' I I N 0 I\` N mom • Lti r U a 0 W .� Q co z Z a: mJ a r�-+Ho v a v W Ix J .�iUZQ O oar= 0) 00 m 0 N 0 N mom • Lti r U a 0 W .� Q co z Z a: mJ a r�-+Ho v a v W Ix J .�iUZQ O oar= WU t¢- Q � U. z�W O in U a q M � Q o N m o z o a V7 ch M U n (J _I V) r o� U tr ii W 0 w� >w fie rn C> zz 0 a N C) 0) 00 m 0 N 0 N • Lti r U a W .� Q co �OD Z a: mJ a r�-+Ho a v W Ix .�iUZQ O oar= WU t¢- Q � U. z�W O in U a q M � Q o N m o 0 o a 0) 00 m 0 DRIVEWAY STA. 8+49 1(l _F1 SA.. 8S+4y•A�. , CSTR.C. . _4 9+23.76 +60.40, F• STA.8 8+8L63j 362 360 358 356 354 352 350 348 WHITE ALDER AVENUE SEE SHEET 14 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 STREET RIGHT-OF-WAY DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 5737, PAGE 876 OF OFFICIAL RECORDS AND TRACT NO. 4709, IMAP BOOK 37, PAGES 29-30. CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. u� IM <r 10 11 12 13 14 15 16 17 18 19 20 CURVE 21 DESC. C.L. STATION F.L. STATION 01 0 STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. 02 o o STA. 11+39.60, F.L. 03 B.C. 000r,w iC6 ® P.R.C. STA. 11+60.12, 15.00LT. LO co n P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. M M STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. 07 B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. ® P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. Q9 P.R.C. STA. 16+40.84, 15.00LT. STA. 16+48.12, F.L 1® E.C. STA. 16+47.98, 12.00LT. W J 11 E STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 12 P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. 13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. ® E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. 1© B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. 16 P.R.C. STA. 18+90.12, 15.00LT. STA. 19+02.25, F.L. 1© P.R.C. 01 a 0!42`11 E.C. MEMO* STA. 11+65.85, F.L. 19 B.C. STA. 11+79.24, 12.00RT. 31 ,�j P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. E ME STA. 15+97.10, 15.00RT. MEN ® E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. E W STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. ® P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. © P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. ® E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. ® B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. ® P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. Ur t cn N E� to - o O� o N �CL a- w lU oo> w O 'n% LO ww OfOf aC E ME ME ' 1111010111111 W � CD loll I EMENIN Q O Z -6 C" O F .- O MEN w 1.3 .WJ W 11 r2 v �' -9 o CJ d CU N La j O Q t m V) uj om z �; ob - - - - - - - 17 O U O'er ME S 1.26% E - - - I E NEE A P02 tam IMENE NEI 31-1 E Elam ch _: .31111 N ; PROPOSED CEN RLINE g = 0. 5% - - . or, E on ME EXISTING G iOUND M 1 igill 11 M. -I 191110111111 ME 1111111-0 mpa, - [MINE S _111111 - _ - - - - - ------------- 77''F77- - -- -- -- -- -- _ _ 11 ®CEN RUNE am AZI rev, IF, reap, E ri, wolp..sp-11 I I CA ANN I N E MENNEN --- - IN MENE -1 MEN ME OMEN E 11 EME1111010101010101 MENEM No 10 11 12 13 14 15 16 17 18 19 20 CURVE 21 DESC. C.L. STATION F.L. STATION 01 0 STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. 02 o o STA. 11+39.60, F.L. 03 B.C. 000r,w iC6 ® P.R.C. STA. 11+60.12, 15.00LT. LO co n P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. M M 362 360 I 358 356 354 352 ;350 348 346 CURVE TABLE STATIONING TABLE CURVE REF. NO. DESC. C.L. STATION F.L. STATION 01 P.R.C. STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. 02 E.C. STA. 11+37.98, 12.00LT. STA. 11+39.60, F.L. 03 B.C. 000r,w STA. 11+54.60, F.L. ® P.R.C. STA. 11+60.12, 15.00LT. STA. 11+62.55, F.L. ❑5 P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. © E.C. STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. 07 B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. ® P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. Q9 P.R.C. STA. 16+40.84, 15.00LT. STA. 16+48.12, F.L 1® E.C. STA. 16+47.98, 12.00LT. W J 11 B.C. STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 12 P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. 13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. ® E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. 1© B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. 16 P.R.C. STA. 18+90.12, 15.00LT. STA. 19+02.25, F.L. 1© P.R.C. STA. 11+57.10, 15.00RT. STA. 11+57.90, F.L. 1® E.C. STA. 11+64.24, 12.00RT. STA. 11+65.85, F.L. 19 B.C. STA. 11+79.24, 12.00RT. STA. 11+80.85, F.L. ,�j P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. 21 P.R.C. STA. 15+97.10, 15.00RT. STA. 16+01.13, F.L. ® E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. ® W STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. ® P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. © P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. ® E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. ® B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. ® P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. Ur t cn N E� to - o O� o N �CL a- w lU oo> w O 'n% LO ww OfOf aC Q ' W � CD co O+ Q O Z -6 C" O F .- O w .WJ W r2 v �' o CJ d CU N La j O Q t m V) uj om z �; ob - - - - - - - 17 O U O'er S 1.26% - - - ch N ; PROPOSED CEN RLINE g = 0. 5% - - . EXISTING G iOUND N - S 0.40% - _ - - - - - ------------- 77''F77- - -- -- -- -- -- _ _ 11 ®CEN RUNE 362 360 I 358 356 354 352 ;350 348 346 362 360 REVISE AJ , ppp'bVE'p 8Y: 356 t, 354CAPPQovub By., 352 350 CURVE TABLE STATIONING TABLE CURVE REF. NO. DESC. C.L. STATION F.L. STATION 01 P.R.C. STA. 11+30.84, 15.00LT. STA. 11+31.65, F.L. 02 E.C. STA. 11+37.98, 12.00LT. STA. 11+39.60, F.L. 03 B.C. STA. 11+52.98, 12.00LT. STA. 11+54.60, F.L. ® P.R.C. STA. 11+60.12, 15.00LT. STA. 11+62.55, F.L. ❑5 P.R.C. STA. 13+46.36, 15.00LT. STA. 13+50.40, F.L. © E.C. STA. 13+53.50, 12.00LT. STA. 13+58.35, F.L. 07 B.C. STA. 14+47.50, 12.00LT. STA. 14+52.35, F.L. ® P.R.C. STA. 14+54.64, 15.00LT. STA. 14+60.30, F.L. Q9 P.R.C. STA. 16+40.84, 15.00LT. STA. 16+48.12, F.L 1® E.C. STA. 16+47.98, 12.00LT. STA. 16+56.07, F.L. 11 B.C. STA. 16+62.98, 12.00LT. STA. 16+71.07, F.L. 12 P.R.0 STA. 16+70.12, 15.00LT. STA. 16+79.02, F.L. 13 P.R.0 STA. 18+60.84, 15.00LT. STA. 18+71.35, F.L. ® E.C. STA. 18+67.98, 12.00LT. STA. 18+79.30, F.L. 1© B.C. STA. 18+82.98, 12.00LT. STA. 18+94.30, F.L. 16 P.R.C. STA. 18+90.12, 15.00LT. STA. 19+02.25, F.L. 1© P.R.C. STA. 11+57.10, 15.00RT. STA. 11+57.90, F.L. 1® E.C. STA. 11+64.24, 12.00RT. STA. 11+65.85, F.L. 19 B.C. STA. 11+79.24, 12.00RT. STA. 11+80.85, F.L. ® P.R.C. STA. 11+86.38, 15.00RT. STA. 11+88.80, F.L. 21 P.R.C. STA. 15+97.10, 15.00RT. STA. 16+01.13, F.L. ® E.C. STA. 16+04.24, 12.00RT. STA. 16+09.08, F.L. ® B.C. STA. 16+19.24, 12.00RT. STA. 16+24.08, F.L. ® P.R.C. STA. 16+26.38, 15.00RT. STA. 16+32.03, F.L. © P.R.C. STA. 19+27.10, 15.00RT. STA. 19+34.36, F.L. ® E.C. STA. 19+34.24, 12.00RT. STA. 19+42.31, F.L. ® B.C. STA. 19+49.24, 12.00RT. STA. 19+57.31, F.L. ® P.R.C. STA. 19+56.38, 15.00RT. STA. 19+65.26, F.L. 362 360 REVISE AJ , ppp'bVE'p 8Y: 356 t, 354CAPPQovub By., 352 350 I R074I2 A. Njc07,c>SH R.C.e, 33322 raX/p (36/_40/1.f 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. 0 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 -8- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -c�-- 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.)_ CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 01 37.00' 55.04' 34.04' 85'13'30" 02 10.00' 7.95' 4.20' 45'34'23" 03 25.00' 39.27' 25.00 90'00'00" 4 37.00' 54.50' 33.54' 84'23'23" Q5 55.00' 1 81.81' 50.60' 85'13'30" © 55.00' 1 81.01' 49.86' 84'23'23" 07 37.00' 10.95' 5.52' 16'57'27" ® 78.00' 162.40 133.19' 119'17'25" 09 37.00' 10.74' 1 5.41' 16'38'17" 10 78.00' 161.05' 130.60' 1118'18'16" I R074I2 A. Njc07,c>SH R.C.e, 33322 raX/p (36/_40/1.f 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. 0 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 -8- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -c�-- 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.)_ R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "R1-1" - STOP "R6-1" -ONE WAY "S5-2' -END SCHOOL ZONE "R5-1" - DO NOT ENTER M W -END - " "R26(CA)" - NO PARKING W14-14-1'" -DEAD END "R3 -5R" - RIGHT TURN ONLY - NO OUTLET "W14-2" "R4-7' - KEEP RIGHTWI-7 - DOUBLE ARROW z "R81(CA)" - BIKE LANE "W1-6' - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W1-1' - CURVE ARROW -- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS "A" .4 CONSTRUCT CATCH BASIN TYPE PER C.O.B. STD. D-14. r EXISTING CATCH BASIN EXISTING STORM DRAIN UNE - - s EXISTING SEWER LINE D EXISTING TORM DRAIN MANHOLE US EXISTING SEWER MANHOLE © EXISTING SEWER CLEANOUT TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): O CURVE NUMBER FOR CURVE DESCRIP11ON ® ITEM OF WORK - SEE SCHEDULE 1❑ 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 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 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 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 CROSS GUTTER PER C.O.B. STD ST -17. ONEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER AND STORM DRAIN PLANS ®REMOVE 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. Am 4A/ 4 'HAW c. E. IV E__3507a F_1'• 11/.;04 362 360 358 356 354 352 350 348 NO : 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``,::rt,� �..`. SEWER CLEANOUT TO FINISHED GRADE.`.a /A• &, No., 22 it{ o. 33;1 2 ��-1(tq ?2o I- /� 2 /-7-1 DATE m J �o > J - z w w � 0, J L W U) �Q= w Ur cn N E� Ir z _SDE o �CL a- w lU oo> w ww OfOf aC � CD Q O Z -6 C" O N CD CD O (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: OUGH GRADING HAS BEEN I 362 lM tOo d0• Ma N 0 CONSTRUCT NEW C� d: M mQ 360 LO "R3 -5R" - RIGHT TURN ONLY - NO OUTLET UNIT 11 AC PAVING PER NOTE 2 UNIT 10 t 2 �- w tz M O OU "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW m > J o Ll J 2 Ii > J23 I- o- N W W W Ll 00(0 J 356 ►- . - z W O M M dd M -� L,-Iof 0 STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 o 352 J. CA DRIVE STA. 11+25.36, 15.00LT. to 0 d 0 d J 0 0 dam' M La.l 350 I BEACH to LUPINE SEE SHEET 9 N L(j M Z' L0 oD N °O � n J W J N �_ + - � N cli ASEERH[ RI 8 19 + I I W C3 J -j C3 ti CU GU JJ C3 C3 -i _J ULc JJ Citi JJ Fa-• -IJ dui J -j J J dLi to LJ :.}}.:.y (n LJ WI Lai FQ- Z FQ- (n O a. no un 346 . Ia- (4 C3 Lt_ EXISTI G (jti + 10 11 Coli PROP I J. - % CENTER INE > O ( OO OO NCA cg 360 NM n OM �^ �N OM toles �� s=- ^l� 356 + 0d0- ._ _; I C3 ' _ 0.25% d _ CD �% 358 MM C - P N40 WUNE C6 + aD a N to ao CDI* 18' 18 Mou am N a N 356-011 352 (n + + coco°°rn ++ 0 ++ + �M .- r<N _ co corn W J WPI MM MCA d d ;r + nr ROUND M to w w J o0 00 U CJ �% H + + d ++ ++ LU ++ Cr ++ ++ 30' 30' UHLL'• N m Q �tai(3 350 W N a. N L.l.l N m a. .N- d Lal /n LJ 4 348 N a. �� (n cU �� 346 ME �� 362 1° 360 as aQ aQ MWA I 358 EA ST FLO SINE 9 w U) w M m 25% w S = 0-%1%. �� UI 0�►V S=O. aQ 9 I W 35C.6 -- -- -- w> U) V) CC cn (n in m (n(n L i U)V)) aD (i ccn la.J vwin om vii � Li tq to C'i 3 -� E XISTING ROUND Q 4 < 50 LC d E%tSTINC 20 (\ ., 348 5 N' I N � \�� 1 2 Lal WLJ ii W 3 4 W 0" W N00'3O'12"E 1 00 r- 11+00 1 1 2 12+00 1 ' I INTERSECTION 4 _ _ 280_00 STA. 10+00.00, C.L. (I TYP. 4 1 -co0 d 1 1 5 1 13 1 6 I Cy - SCOTCH BROOM WAY= I� 2 r) STA. 14+00.50, C.L. I 6 7 19 YELLOW LUPINE DR. 8 g �. 21 I �' ►1 it 2 10 ►► II ►► l= 1 11 �'� I I ii w --- -- I NIX 9 CoOf o o P/L Q 0.6 � = tD o c o o 0 N m e,3 I 7' J J 1 d + I g- I �,.. ,>. U la. X24 J J J J I I I i; ^ U (3t,,: Ula: C3 Li U li V li C s Li 18' 30' 18' 30 O O t!t! Na) Hao o� o� ton ��" co N^ to t)� o d c•' o I BEACH I 22 0 rl ^ NOD '''"' �� °D� C-4 LO(n 1 °DN MM ASTER DRIVE YELLOW o0 00 ++ to PO ++ ttV) ++ cOt00 ++ NN .4- SEE SHEET 8 LUPINE DRIVE = = =� r� ��- NN ��- SEE SHEET 9 v, ��v cj ti P -F- v ��¢� _N U) 01LJ (n in m Ln(n LaCn (n lLl (n to 41 tnun lb (n Cn 41 �¢-f¢- (n ¢Q - �� (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: OUGH GRADING HAS BEEN I 362 lM tOo d0• Ma N 0 "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE C� d: M mQ 360 LO "R3 -5R" - RIGHT TURN ONLY - NO OUTLET N ro to z ro t 2 �- w tz M O OU "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW m > 27 o Ll > > 358 Ii > w U o- N W W W Ll 00(0 J 356 ►- . - z W O M M dd M 'N 26 L,-Iof 354 STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. 352 J. CA M M p STA. 11+25.36, 15.00LT. to (n d Z NJ d J W M dam' M La.l 350 I M to W N L(j M Z' L0 tOo COO N C.00 � n J W + w + - + 0 0 .-•- 0 ±9+ ± + 348 + - W W C) LTj CU GU : la-• CU C3 C3 C3 C3 Fa-• U H Fa-• 2 • CV LY FQ-•• W U to LJ IQ- W7 m N (n LJ a Lai FQ- Z FQ- (n O a. no un 346 . Ia- (4 laJ EXISTI G + 10 11 + PROP 362 - % CENTER INE > O 358 <D 360 _ n gig n s=- CO 356 MINE C3 ' _ 0.25% d _ CD �% 358 C..) � � C - P OPOSED WEST FL WUNE C6 3541M aD a N to ao a N cn m N Li Mou am N a N 356-011 352 (n XIST. 0 >w + ++ is W J W J WPI + 354's + nr ROUND M to w w N 4 d U CJ �% H U � 352 LU J (3 c3l U UHLL'• � m Q �tai(3 350 W N a. N L.l.l N m a. N d d /n LJ 4 348 N a. �� (n N m___ 346 ME 10 11 362 M 360 u MWA 358 EA ST FLO SINE LLJ _j M S = 0 25% S = 0-%1%. UI 0�►V S=O. % W 35C.6 -- -- -- w> CC 354 L j W Li tq to C'i 3 -� E XISTING ROUND Q 4 < 50 LC d E%tSTINC G R Ob 1 14 u a 348 d N N � Lal WLJ ii W W 346 W 25 TR• VEST. TENT. TR. 7202 UNIT 10AC PAVING PER NOTE 2 8 UCT NEW UNIT1 25 J JJ J J REMOVE EXIST. CURB & GUTTER O O O O p o O o O BEACH J J CHECKERBLOOM ASTER DRIVE 0 0 O Co O J J _J -J DRIVE O U L�: C3 W 6 L.L C3 Li Ca li 4 SEE SHEET 8 N N o r6 00 r N( e( o to SEE SHEET 7 ► J J u� N(D nto Od c d C3 c.� U w Cali C31.� 0= I'`� - 'O bi w l> 10 (L INTERSECTION STA. 10+00.00, C.L. SKY LUPINE LANE= STA. 16+28.73, C.L. BEACH ASTER DRIVE 12 AY 5 1~ S��A"Tr S7RfEET PRAM PER 4.T4 4 STH �'VBS7.AAJT/AL CSJNP'O,Q"4^IC1= FbR TRAI`-T 6�- uAv1r5 9 4 /z lM tOo d0• Ma N 0 "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE C� d: M mQ M LO to LO "R3 -5R" - RIGHT TURN ONLY - NO OUTLET N ro to z ro t 2 �- w tz M O OU "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW m > 27 o cid > > w Ii > w U o- N W W W Ll 00(0 J C4 ►- . - z W O M M dd M 'N 26 25 TR• VEST. TENT. TR. 7202 UNIT 10AC PAVING PER NOTE 2 8 UCT NEW UNIT1 25 J JJ J J REMOVE EXIST. CURB & GUTTER O O O O p o O o O BEACH J J CHECKERBLOOM ASTER DRIVE 0 0 O Co O J J _J -J DRIVE O U L�: C3 W 6 L.L C3 Li Ca li 4 SEE SHEET 8 N N o r6 00 r N( e( o to SEE SHEET 7 ► J J u� N(D nto Od c d C3 c.� U w Cali C31.� 0= I'`� - 'O bi w l> 10 (L INTERSECTION STA. 10+00.00, C.L. SKY LUPINE LANE= STA. 16+28.73, C.L. BEACH ASTER DRIVE 12 AY 5 1~ S��A"Tr S7RfEET PRAM PER 4.T4 4 STH �'VBS7.AAJT/AL CSJNP'O,Q"4^IC1= FbR TRAI`-T 6�- uAv1r5 9 4 /z 12 JoL 360 358 356 354 352 350 348 d 13 M lM tOo d0• IN7 M N N N C7 "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE C� d: M O of O W O M LO to LO "R3 -5R" - RIGHT TURN ONLY - NO OUTLET N ro to z ro t 2 �- w tz M O z0 to "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW M ~ > w w w > > > > w Ii > w O w (n o M W W W Ll W W W W J W J W J J W W W Ri J W W O M M LO M W W >- L,-Iof W STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. -� O O j CA M M p STA. 11+25.36, 15.00LT. to (n d Z NJ d J W M dam' M La.l N I M to W N L(j M Z' L0 tOo COO N C.00 � n J W + w + - + 0 0 .-•- 0 ±9+ ± + + + - W W C) LTj CU GU : la-• CU C3 C3 C3 C3 Fa-• U H Fa-• 2 • CV LY FQ-•• W U to LJ IQ- W7 m N (n LJ a Lai FQ- Z FQ- (n O a. no un ' U . Ia- (4 laJ EXISTI G + + + PROP ED - % CENTER INE > O 358 <D _ n S=_0.08% n s=- CO 356 C3 C3 ' _ 0.25% d _ CD �% - Cj � C..) � � C - P OPOSED WEST FL WUNE C6 3541M aD a N to ao a N cn m N Li Mou am N a N ®CE CENTERLINE 352 (n XIST. 0 >w + ++ w Ly J J W J W J WPI + 350 + nr ROUND M to w w N 4 d U CJ �% H U � LU J (3 c3l U UHLL'• � m Q �tai(3 W W N a. N L.l.l N m a. N d d /n LJ 4 4 N a. �� 12 JoL 360 358 356 354 352 350 348 d 13 M 362 i 360 358 I 356 1354 352 350 348 12 13� 13 LEGEND (CONT.): tD to M t0 M "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE d M d: M M tro o M LO to M to "R3 -5R" - RIGHT TURN ONLY - NO OUTLET N ro „W1h-2" "R4-7" - KEEP RIGHT"W1-7- DOUBLE ARROW O M t 2 �- w tz M O NN Lal Nfn m NN NN m NN LJ NNm NN "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW > > > > > > > > > Ii > > U O - - D EXISTING STORM DRAIN LINE J J W J W J J W J' J W W J J W W J W Ri J W J U) W NO M LO M _ U W STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. 354 STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. O (n O Z NJ n Q h CO to l j dam' U La.l 352 I d to O N L(j M Z' L0 tOo COO N M � n J W W w + + + + + ±9+ ± + + + - W W U U U Ia- U a' �m U � U H Ula- 2 • ENEN N U to LJ IQ- W7 m N (n LJ (n m ha-- CL (n FQ- Z FQ- (n O a. la- (n 41 (n m a. ' U . Ia- (4 laJ a. U 360 + + + PROP ED + + W > O 358 <D _ n S=_0.08% n t0 CO 356 C3 C3 Q: CU d _ CD �% - Cj � C..) � � C - U co L'•1 C6 3541M aD a N to ao a N cn m N Li > ; am N a N ®CE CENTERLINE 352 (n XIST. >w + ++ w Ly J J + 350 + nr ROUND + w w N 1 U U CJ �% H U � a (3 c3l U UHLL'• � m Q �tai(3 = Z14 N a. N L.l.l N m a. N d d /n LJ N m N a. �� (n N OPOSED ST FLO NE LO M u MWA EA ST FLO SINE M S = 0 25% S = 0-%1%. UI 0�►V S=O. % 362 i 360 358 I 356 1354 352 350 348 12 13� 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -Cs- 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) 362 360 358 352 350 348 346 12 13 LEGEND (CONT.): tD to M t0 M "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE d M d: M M tro o M LO to M to "R3 -5R" - RIGHT TURN ONLY - NO OUTLET N ro „W1h-2" "R4-7" - KEEP RIGHT"W1-7- DOUBLE ARROW O M t 2 �- w tz M O NN Lal Nfn m NN NN m NN LJ NNm NN "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW > > > > > > > > > Ii > > U O - - D EXISTING STORM DRAIN LINE J J W J W J J W J' J W W J J W W J W Ri J W J U) W NO M LO M _ U W STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. 354 STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. O (n O Z NJ n Q h CO to l j dam' U La.l 352 I d to O N L(j M Z' L0 tOo COO N M � n J W W w + + + + + ±9+ ± + + + - W W U U U Ia- U a' �m U � U H Ula- 2 • ENEN N U to LJ IQ- W7 m N (n LJ (n m ha-- CL (n FQ- Z FQ- (n O a. la- (n 41 (n m a. ' U . Ia- (4 laJ a. U 360 + + + PROP ED + + W > O 358 <D _ n S=_0.08% n t0 CO 356 C3 C3 Q: CU d _ CD �% - Cj � C..) � � C - U co L'•1 C6 3541M aD a N to ao a N cn m N Li > ; am N a N ®CE CENTERLINE 352 (n XIST. >w + ++ w Ly J J + 350 + nr ROUND + w w N 1 U U CJ �% H U � a (3 c3l U UHLL'• � m Q �tai(3 = Z14 N a. N L.l.l N m a. N d d /n LJ 10 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -Cs- 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) 362 360 358 352 350 348 346 12 13 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -d "R1-1" - STOP "R6-1" - ONE WAY 'S5-2" -END SCHOOL ZONE ,.6 o M ¢ _ 00 tn� N N� r -N nN o� od0 30' 30' "R5-1" - DO NOT ENTER 'W31(CA)" - END O Hui ISO •t0 ODM Kia; Kia; -, MM dtO co c0 N PO to .4-4- "R26(CA)" - NO PARKING "W14-1 - DEAD END + ++ ++ ++10 ++ ++ ++ CHECKERBLOOM "R3 -5R" - RIGHT TURN ONLY - NO OUTLET �� �� �� "C4DRIVE „W1h-2" "R4-7" - KEEP RIGHT"W1-7- DOUBLE ARROW dd c3 G3 dd ad dd �-1- ;:_e L- ,-� �� cj ci �� SEE SHEET 7 "R81(CA)" - BIKE LANE Wi-6" - SINGLE ARROW NN Lal Nfn m NN NN m NN LJ NNm NN "W3-3" - SIGNAL AHEAD "Wi-l" - CURVE ARROW - - o NEW STORM DRAIN LINE - REFER TO SEWER VEST. TENT. TR. 7202 AND STORM DRAIN PLANS "A" t� CONSTRUCT CATCH BASIN TYPE (PRIVATE STREET) PER C.O.B. STD. D-14. SCALE: 1" = 50' HORIZONTAL EXISTING CATCH BASIN - - D EXISTING STORM DRAIN LINE s EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE QS EXISTING SEWER MANHOLE (C EXISTING SEWER CLEANOUT t. TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY Lu I _ ,. nO ^O NO NOO tom ++ ++ NN NN\ NN r I La.l to IVSTA. 4 I laJ i a MM dd� co CNO �•�- e-� aorn M d ci ¢d L<tp � 00 0000++ + + N V ul NN m NN Ll NN U ~ nN Ld o __;�w��QQ N�9 L, J cn <n (ri N cn ul N in m N N LTJ cn N 11 9' I XN 2 O PSL 9 wIECTION`n80.00, C.L. 21 13 4 /li «j IPINE LANE=(m 2 - - - o / / X6.68, C.L. - 1 RBLOOM DRIVE N00'3E 11+00 - 1 12+00 280.00'I - - - -I - I1 --6 1 1 1 5 10 1 13 x•14 2 � . I 5 6 1 29 \ 9 I' \ 5' REMOVE EXIST. w �' l= ,- � ,_ ► !!'� wI //) CURB & GUTTER ® 9 0 0 0 0 c0 ,� c P Cl O o 0 0 11 II w C� CV CN OD CV N N SEE 362 dui d4: C-) Li JJ JJ JJ J -j 00 \I C3 Li r• C3 O? u:.=-. Cjti CU Ii C31i C31i ._ 118' 18' 0 0 0606 C Oo 00 ter` o0 ,.6 o M ¢ _ 00 tn� N N� r -N nN o� od0 30' 30' MM d0•d0' tD� O Hui ISO •t0 ODM Kia; Kia; -, MM dtO co c0 N PO to .4-4- + 0 00 00 + ++ ++ ++10 ++ ++ ++ CHECKERBLOOM of 7-�� �� �� �� "C4DRIVE ci d¢ cjdd c5 dd t-� r -r- I I- dd c3 G3 dd ad dd �-1- ;:_e L- ,-� �� cj ci �� SEE SHEET 7 Li NN mCntn w NN NN Lal Nfn m NN NN m NN LJ NNm NN UNIT 9 UNIT 1 TENT. TR. VEST. TENT. TR. 7202 �- SK LUPINE LANE CV (PRIVATE STREET) (V SCALE: 1" = 50' HORIZONTAL M 1" = 5' VERTICAL N TE: ROUGH GRADING HAS BEEN PERFORMED 362 STATIONING TABLE 00 O? o O � N M FrMj 360 1 Ato M STA. 10+54.14, 15.00LT. d' 3� m STA. 11+25.36, 15.00LT. C'4 CV CV CN N N M CV 358ui (V 00 M M Z STA. 10+47.00, F.L. ml M M 356 M Fr�j ro STA. 11+27.79, F.L. M LO M iM U W STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. 354 STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ©3 to Z NJ J ® W W W of W W W W 352 113 1 W W W tm7 W co } W W 350 0 W w L j W UNIT BOUNDARY J j M 34861 STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. W W STA. 11+40.00, 12.00LT. W W UNIT BOUNDARY STA. 11+40.00, 12.00RT. W W W W W 346 to N M m tOA 10 N M M 11 362 1 a. U 360 + + + FF + + + + + W > O 358 <D n = n t0 CO 356 C3 C3 Q: CU d I- CD �% - Cj � C..) � � C - U co L'•1 C6 3541M aD a N to ao a N cn m N Li ui N am N a N Lai N 352 (n XIST. >w + ++ + 350 + nr ROUND + 10 N 1 U U CJ �% H U Jul - 360 62 360 358 356 354 352 350 348 346 12 362 360 358 356 354 352 350 348 346 STATIONING TABLE 00 O? o O � N M FrMj M M M M STA. 10+54.14, 15.00LT. d' 3� m STA. 11+25.36, 15.00LT. C'4 CV CV CN N N M CV 04 L0 L0 (V 00 M M Z STA. 10+47.00, F.L. ml M M M M Fr�j ro STA. 11+27.79, F.L. M LO M iM U W STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ©3 to Z NJ J ® W W W of W W W W W W W W W W W W tm7 W W } W W W 0 W w L j W UNIT BOUNDARY J j M W STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. W W STA. 11+40.00, 12.00LT. W W UNIT BOUNDARY STA. 11+40.00, 12.00RT. W W W W W W to N M m tOA gQnO COD N M M � 1 a. U + + + + FF + + + + + W > O n <D n = n t0 CO C3 C3 C3 Q: CU d I- CD �% - Cj � C..) � � C - U co L'•1 C6 Lai aD a N to ao a N cn m N Li ui N am N a N Lai N ¢i (n XIST. >w + ++ + + + nr ROUND + N CCd' U U CJ �% H U � (3 c3l U UHLL'• U m Q �tai(3 = LJ N m a. N L.l.l N m a. N d d /n LJ N m N a. LLI (n N OPOSED ST FLO NE LO M EA ST FLO SINE M S = 0 25% S = 0-%1%. UI S=O. % W W -- -- -- w> CC L j W Li tq to C'i J -� E XISTING ROUND Q 4 < LC d d a d N N � Lal WLJ ii W W 12 362 360 358 356 354 352 350 348 346 12 362 360 358 356 354 352 13� STATIONING TABLE CP MENEEM O C.L. STATION N N B.C. STA. 10+47.00, 12.00LT. M 02 M STA. 10+54.14, 15.00LT. d' 3� m STA. 11+25.36, 15.00LT. tO ® P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. M 04 L0 L0 m NEE M M STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. ml C14 M cli M STA. 10+54.95, F.L. C14 -4 C14 M STA. 11+27.79, F.L. to M � STA. 11+54.64, 15.00RT. iM 10 P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ©3 to STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. ® P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. W Emml li.l J W W P.R.C. W W } P.R.C. W W W P.R.C. w STA. 12+31.51, F.L. W UNIT BOUNDARY J t7 M W STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. W W STA. 11+40.00, 12.00LT. W W UNIT BOUNDARY STA. 11+40.00, 12.00RT. W W W STA. 11+40.00, C.L. W W W j F -- 'am r W > O n <D n = n t0 CO to I►J d d W w pl)� L0 co 11) m tOo 06 u') co o N MENEM + >w + ++ 12 362 360 358 356 354 352 13� 10 11 LEGEND(CONT.): �1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q FLOWLINE STA11ON - 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 362 360 358 356 354 352 350 348 346 (CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95 4.20' 45'34'23" 2 25.00' 39.27' 25.00' 9020'00" STATIONING TABLE CP O O C.L. STATION N N B.C. STA. 10+47.00, 12.00LT. M 02 M STA. 10+54.14, 15.00LT. d' 3� m STA. 11+25.36, 15.00LT. tO ® P.R.C. STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. M 04 L0 L0 C14 LO c 4 M M STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. C14 M C14 M cli M STA. 10+54.95, F.L. C14 -4 C14 M STA. 11+27.79, F.L. to M � STA. 11+54.64, 15.00RT. iM 10 P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ©3 to STA. 11+54.64, 15.00LT. STA. 11+58.68, F.L. ® P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. W P.R.C. li.l J W W P.R.C. W W } P.R.C. W W W P.R.C. w STA. 12+31.51, F.L. W UNIT BOUNDARY J t7 M W STA. 11+40.00, 12.00LT. STA. 11+43.23, F.L. W W STA. 11+40.00, 12.00LT. W W UNIT BOUNDARY STA. 11+40.00, 12.00RT. W W W STA. 11+40.00, C.L. W W W j F -- r W > O n <D n = n t0 CO to I►J d d W w pl)� L0 co 11) m tOo 06 u') co o N + >w + ++ + + + nr + + N CCd' U U CJ �% H U � (3 c3l U UHLL'• U m Q �tai(3 m LJ N m a. N L.l.l N m a. N m N CL /n LJ N m N a. LLI (n N PROPOSE EA ST FLO SINE S = 0 25% S = 0-%1%. =0. % S=O. % -- -- -- -- CC tq to C'i E XISTING ROUND M M LC W w� � Lal WLJ ii W W W 4 4 4 d d N 10 11 LEGEND(CONT.): �1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE Q FLOWLINE STA11ON - 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 362 360 358 356 354 352 350 348 346 (CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95 4.20' 45'34'23" 2 25.00' 39.27' 25.00' 9020'00" At APPROVi'D t�o�,eR A. N-rosrl i>A-rs 353 2.. 45xP. 06b-16 - REFI s/ow r APPRwED �= PiAR/A C.�.IV 4�T �� R.C.9, 32-(76- Ex -P. !2/31//4 PRIVATE STREET ' 9 tV R=10' R=25' 10' M R-10' :> o i , <P/L TYP. CORNER DETAIL SCALE: NONE - rt PRIVATE STREET R=10' =10' 15' � LO R=10' r? R=10' i P/L TYP. POP -OUT DETAIL SCALE: NONE 12 CONSTRUCTION NOTES: 01 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 30 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL 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. 06 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. TYPICAL PASSING AREA DETAIL TYPICAL PASSING AREA LOCATION SCALE: I =10' SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200'. NOTE: T -INTERSECTIONS, CROSSES do DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOTES: 11 REMOVE AND REPLACE EXISTING CURB & GUTTER. 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 12 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 13 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. 14 TYPICAL CORNER - SEE DETAIL ON SHEET 10. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AIDa``g;,- PAS/PAAFMT r_RnnF SEWER CLEANOUT TO FINISHED GRADE. O,F «-/'4 O M O Mte) I'll cy) O N 00 N Of Q cfl 1 O 0-0 OU O QULd I o W U OC) o� J -i W (D 0 N W 9 w m 0 W Q 5 6 m o � 40 o > J M� > U O ci G F ZW X0321 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1 B.C. STA. 10+47.00, 12.00LT. STA. 10+47.00, F.L. 02 P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. 3� 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. M P.R.C. STA. 12+25.86, 15.00LT. STA. 12+31.51, F.L. © B.C. STA. 10+47.00, 12.00RT. STA. 10+47.00, F.L. �7 P.R.C. STA. 10+54.14, 15.00RT. STA. 10+54.95, F.L. ® P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.79, F.L. �9 P.R.C. STA. 11+54.64, 15.00RT. STA. 11+58.69, F.L. 10 P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.52, F.L. 11 P.R.C. STA. 10+54.14, 15.00LT. STA. 10+54.95, F.L. ©2 P.R.C. STA. 11+25.36, 15.00LT. STA. 11+27.78, F.L. ©3 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+31.51, 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. fl7 P.R.C. STA. 11+54.64, 15.00RL STA. 11+58.68, F.L. 18 P.R.C. STA. 12+25.86, 15.00RT. STA. 12+31.51, F.L. 1® UNIT BOUNDARY STA. 11+40.00, 12.00RT. STA. 11+43.24, 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+43.23, F.L. ® UNIT BOUNDARY STA. 11+40.00, C.L. - At APPROVi'D t�o�,eR A. N-rosrl i>A-rs 353 2.. 45xP. 06b-16 - REFI s/ow r APPRwED �= PiAR/A C.�.IV 4�T �� R.C.9, 32-(76- Ex -P. !2/31//4 PRIVATE STREET ' 9 tV R=10' R=25' 10' M R-10' :> o i , <P/L TYP. CORNER DETAIL SCALE: NONE - rt PRIVATE STREET R=10' =10' 15' � LO R=10' r? R=10' i P/L TYP. POP -OUT DETAIL SCALE: NONE 12 CONSTRUCTION NOTES: 01 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 30 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL 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. 06 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. TYPICAL PASSING AREA DETAIL TYPICAL PASSING AREA LOCATION SCALE: I =10' SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200'. NOTE: T -INTERSECTIONS, CROSSES do DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. NOTES: 11 REMOVE AND REPLACE EXISTING CURB & GUTTER. 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 12 EXISTING CURB & GUTTER TO REMAIN. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 13 TYPICAL POP -OUT - SEE DETAIL ON SHEET 10. DENSITY PER C.O.B. STD. ST -9. 14 TYPICAL CORNER - SEE DETAIL ON SHEET 10. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AIDa``g;,- PAS/PAAFMT r_RnnF SEWER CLEANOUT TO FINISHED GRADE. O,F «-/'4 O M O Mte) I'll cy) O N 00 N Of Q cfl 1 O 0-0 OU O QULd I o W U OC) o� J -i W (D 0 N W 9 w m 0 W Q 5 6 m o � 40 o > J M� > U O ci G F ZW X0321 I 0 0) r 0 W N Z ti Q in 0 V' � 0 .� Q J OD ZN OmaY r -+H0 C Q 0 5 �� I 00Q C:) z O O � z o Z 0) O c.) c) � cn �o _~ M � V o Wv w7 Oo m Q Vw it w ko C) F -- r 0 U W I►J d V.. o 7 >w nr 0_ 0 Q N a oa I 0 0) r 0 W N Z ti Q J • � 0 .� Q J OD ZN OmaY r -+H0 C Q 0 5 �� I 00Q C:) z O O � Z 0) O c.) c) � J �o _~ M � V o H_J /ate vJ �i m Oo m Q Vw I 0 0) r 0 0 8 U N CHECKERBLOOM DRIVE SEE SHEET 7 SEE SHEET 7 T. IR. 6 7202 n CONEFLOWER DRIVE -1J SEE SHEET 6 -� CANDYTUFT WAY 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 362 360 358 356 354 352 350 348 346 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 10 11 Lq N O 362 362 30 37 Lo 360 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 360 �� O U CU CV C� o N N Lo 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 358 o w I / 358 Lo .- j W , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE M 1 AC PAVING PER NOTE 2 w r7 356 --� 9 li DRAIN H J W W J 7 � J N� �� P/L —� m NN 354 356 cN o o O w f v ao 2 10 ¢ w I� w r`o w 354 9 352 5 I + _ --------- ----- mrn NN p � W NG U 350 In o 0 352 I I W N Il o 0 0 tC) -- s U r O d M > W m I 1 348 Q wV) J W 348 38 346 J w (1 ,, I w I - w 12 f I m + (/7 348 346 J W 4 d w EXISTI G CENTERLINE Cl � ro 30' 30 346 12 1 M , N Ln 360 JJ 30-1 3011 = . N + m 362 ~//---EXISTING 0 o 360 cif~ 0 --------- --------- N cl! 362 M --------- S M _ --- - 0 358 w w w W o 356 Y O � d- Cb m + + 354 w � .- 0 " �' `� 352 350 12 10 11 Lq N O N O 362 30 37 Lo c3 c6 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 360 �� O U CU CV C� o lad(V N Lo 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 15 W o w I / 358 Lo .- j W , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE M 1 AC PAVING PER NOTE 2 w r7 EX- � 8" _�_ 'z: --� 9 li DRAIN H J W J J 7 � J N� �� P/L —� m NN \ 356 cN o o O w f 2 10 ¢ C' I� w r`o w 354 9 U 5 I + I I mrn NN p � W NG U In o 0 352 I I W N Il o 1� -- s U r O d I -o�� °° I > W m I 1 348 Q wV) J W 09 1 ( 38 346 o (1 ,, I w I - w 12 f I m + (/7 348 346 w EXISTI G CENTERLINE Cl � ro 30' 30 U ¢ 1- 1 , N Ln 360 JJ 30-1 3011 = . N + m + ~//---EXISTING 0 o _ U cif~ 0 --------- --------- N cl! 362 ------ --------- S --------- = -0.50 _ --- - 0 ----- - -------- D� N 0)O �, w M Lc Z_ .ce¢ 4 QCD + iz oio L LEMON LILY DRIVEas w N C� N C7 cn =-0.5 0 ------------------- ,�; - 356 I UNrT 3 � �" SEE SHEET 2 J W J W EXI ING CEN ERLIN i^ �-• C6 dd ---------- S - - 0.50 ---- -- ------ --- -------- d N 1� � O o 352 lim 360 j W IIsi 1"7 � Lu FT 10 11 10 Lq N O Q I �" 362 30 37 Lo c3 c6 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 360 �� O U CU CV C� o lad(V "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 15 W o w I / 358 Lo .- �� , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE M 1 AC PAVING PER NOTE 2 w r7 EX- � 8" _�_ 'z: --� 9 li DRAIN H J J J 7 9 N� �� P/L —� m NN \ 356 cN o O w f 2 10 ¢ N I� w r`o w 354 9 U 5 EX 18" DRAIN O I I mrn NN II`)9 CC) � W NG U In o 0 352 I I W N Il o 1� -- s 350 O d I -o�� °° I > W m I 1 348 Q 29 J W 09 1 ( 38 346 (if N_ (1 ,, I w I - w 12 f I m + (/7 348 346 w W Cl � ro 30' 30 U ¢ 1- 1 , N Ln 360 JJ 30-1 3011 = . N + m + ~//---EXISTING 0 o _ U cif~ 0 --------- --------- 18' 1 J 362 - O IhM 360 D� N 0)O �, w f 15� I1 Z_ .ce¢ 4 QCD + iz oio L LEMON LILY DRIVEas w N C� N C7 cn =-0.5 0 ------------------- ,�; - 356 I UNrT 3 � �" SEE SHEET 2 - - EXI ING CEN ERLIN 04- � 354 C6 dd ---------- S - - 0.50 ---- -- ------ --- -------- FLOWLI 1� � O o 352 lim 360 j W IIsi 1"7 � Lu FT I 350 j J j 358 O W ' I: 356 W J w U w — G CENT RLINE W W a � N - - -- --- 352 ------- 10 10 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 INTERSEC11ON 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFR (. n R CTII CT -4 11INI FC4 nTHFRWISF Nl1TFn1 ao LEMON LILY DRIVE a } SEE SHEET 3 _J WJ � 1wzo �5_ 0' uj mW ,8° ' 18' 20 UNIT 6 J CD 0 00 4 n HUCKLEBERRY DRIVEo II 0 N SEE SHEET 2 a o _ cJ� 'r 118' I _ 0') uj ' 18' o Ju -i m 30' I cv m J Y z -�-�, N O Q I �" 362 30 37 Lo c3 c6 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 360 �� O U CU :IM f C� o M M oo "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 15 W o w I / 358 j .- �� , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE w 1 AC PAVING PER NOTE 2 w 12+00 EX- � 8" _�_ 'z: --� 9 li DRAIN H cici - _ — J J 7 9 N� �� P/L —� m NN \ 356 cN o O w f 2 10 ¢ N I� W r`o _ 21 E-0 354 9 U 5 EX 18" DRAIN O I I mrn NN II`)9 CC) � W NG U In LQ 352 I I W N Il o 1� -- s 350 O d I -o�� °° I > W m I 1 348 Q 29 J W 09 1 ( 38 346 (if N_ (1 ,, I w I - w 12 f I 12 13346 10 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 INTERSEC11ON 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFR (. n R CTII CT -4 11INI FC4 nTHFRWISF Nl1TFn1 ao LEMON LILY DRIVE a } SEE SHEET 3 _J WJ � 1wzo �5_ 0' uj mW ,8° ' 18' 20 UNIT 6 J CD 0 00 4 n HUCKLEBERRY DRIVEo II 0 N SEE SHEET 2 a o _ cJ� 'r 118' I _ 0') uj ' 18' o Ju -i m 30' I cv m J Y z -�-�, N O Q I �" �� 30 37 Lo c3 c6 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 3011 0 �� O U CU :IM f C� o M M oo "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 15 W o _ 1 I / � j .- �� , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE w 1 AC PAVING PER NOTE 2 w 12+00 EX- � 8" _�_ 'z: --� 9 li DRAIN J W cici - _ — ++ J 7 9 N� �� P/L —� m NN \ cN II O w f 2 10 ¢ N I� W r`o _ 21 E-0 (un) (n 9 °' - 5 EX 18" DRAIN O I I mrn NN II`)9 CC) � O NG U In LQ k I I W N Il o 1� U O d I -o�� °° I > W m I 1 11 Q 29 J W 09 1 ( 38 o (if N_ (1 ,, I w I - w f I 12 13346 v� (/7 348 346 w EXISTING ( d 30' 30 U ¢ d , N Ln 360 JJ 30-1 3011 = . -La 18' �; ~//---EXISTING 0 o m cif~ 0 --------- --------- 18' 1 J 362 O IhM 360 CEN ERLINE 0)O �, w f 15� I1 00 CENTERLINE m + iz oio L LEMON LILY DRIVEas w N Ll 0 NN HUCKLEBERRY DRIVE =-0.5 0 ------------------- ,�; - 356 I UNrT 3 � �" SEE SHEET 2 - - 352 � 04- � 354 C6 dd ---------- S - - 0.50 ---- -- ------ --- -------- FLOWLI 1� � O o 352 lim 360 j W IIsi 1"7 � Lu FT I 350 j J j 358 O W ' I: 356 W J w U w — G CENT RLINE W W a � N - - -- --- 352 ------- 10 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 INTERSEC11ON 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -�- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PFR (. n R CTII CT -4 11INI FC4 nTHFRWISF Nl1TFn1 ao LEMON LILY DRIVE a } SEE SHEET 3 _J WJ � 1wzo �5_ 0' uj mW ,8° ' 18' 20 UNIT 6 J CD 0 00 4 n HUCKLEBERRY DRIVEo II 0 N SEE SHEET 2 a o _ cJ� 'r 118' I _ 0') uj ' 18' o Ju -i m 30' I cv m J Y z -�-�, I Q I �" �� 30 37 Lo c3 c6 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ 3011 0 �� O U CU :IM f C� o M M oo "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW 00 + 1171n ++ ;r ;� = AND STORM DRAIN PLANS ( r _ 4 15 W o _ 1 I / � CONSTRUCT NEW .- �� , s; 12 , 1 I Z J J EXISTING TORM DRAIN MANHOLE C5 o� EXISTING SEWER MANHOLE w 1 AC PAVING PER NOTE 2 w 12+00 EX- � 8" _�_ 'z: --� 9 li DRAIN I * '£ O- cici - _ — ++ 9 N� �� P/L —� m NN \ cN II w f 2 10 _—_� -zS052109"W`'10 I� W r`o _ 21 E-0 (un) (n 9 °' - 5 EX 18" DRAIN O I I mrn NN 22 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: w \ "R1-1" - STOP "R6-1' - ONE WAY `S5-2` - END SCHOOL ZONE DELTA "W "R5-1" - DO NOT ENTER ` - END -- 'W1l4-14-1"* - DEAD END "R26(CA)" - NO PARKING „ -- i "R3 -5R" - RIGHT TURN ONLY - NO OUTLET -2W1-7* dQ 3 `W14 "R - KEEP RIGHT - DOUBLE ARROW 1(C"Wl-6" - SINGLE ARROW "R81(CA)" - BIKE LANE 360 "W3-3" - SIGNAL AHEAD "Wl-1" - CURVE ARROW -- NEW STORM DRAIN LINE - REFER TO SEWER 00 � AND STORM DRAIN PLANS 7�_ 11+00 CONSTRUCT CATCH BASIN TYPE "A" 358 PER C.O.B. STD. D-14. r EXISTING CATCH BASIN U) V) EXISTING STORM DRAIN LINE - - D s EXISTING SEWER UNE 0 EXISTING TORM DRAIN MANHOLE ;-is. EXISTING SEWER MANHOLE 0 EXISTING SEWER CLEANOUT TRACT BOUNDARY — PHASE BOUNDARY 23 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 362 I RADIUS w \ / DELTA b — -- 15 TYP _ / -- i I z dQ 3 fl 360 � -- 00 � M 7�_ 11+00 _ t2 358 -- `� r 1 c� U) V) � 358 II � J 00 W ll '� S00'30'12"W _ _ -4 142.82' 0 12+00 EX- � 8" _�_ 'z: --� 9 li DRAIN J W J ^�`==� _ O —� 12 m II w f O O _—_� -zS052109"W`'10 -- --_ 44. 4'-- 352 I W 9 -- of J W O I I II`)9 CC) co NG U In LQ k I I W N Il o �- o, U P/L 10 2 �� I -o�� °° I > W m I 1 rn IN 1► 55 Q 29 J W 09 1 ( 38 348 (if N_ (1 ,, I w I - w f I 12 13346 v� (/7 348 346 w EXISTING ( 10 30' 30 11 O , N Ln 360 JJ 30-1 3011 = . -La 18' 18 346 0 o O m Y 0 --------- --------- 18' 1 J 362 O IhM 360 rj O 0)O �, w f 15� I1 00 CENTERLINE m + iz oio L LEMON LILY DRIVEas w N Ll 0 NN HUCKLEBERRY DRIVE SEE SHEET 3 ,�; NU 356 I UNrT 3 � �" SEE SHEET 2 - - 352 UNIT 6 354 C6 dd 50 12 13 WEST FLOWLI C6 Nu) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 362 CURVE RADIUS LENGTH TANGENT DELTA 1 360 42.32' 21.17' 04'50'57" 360 360 O r j N J 358 358 � 358 0 � J 00 W ll ui o 356 cn + J W J 356 ElfN N " 354 m > � O O - M = 52% 352 354 -- of J W O M O N NG U In LQ o+ 352 o 0 w CL 0 W cn 350 j > W --------------- W Q W J W Li W 348 348 350 w r7 12 13346 (/7 348 346 w EXISTING CE 10 11 O N Ln 360 -La 346 J O O Y 0 --------- --------- 10`-��' 11 J 362 O Z 360 rj O c0 w w CD ujU d CENTERLINE m + iz 356 358 w N Ll 0 Z Q ¢ ¢ 6. 356 354 °-- ---- c� v� - - 352 354 N 50 12 13 WEST FLOWLI 362 O o 352 lim 360 j W IIsi 1"7 � Lu FT I 350 10 11 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 42.32' 21.17' 04'50'57" N E W � 362 O O0 V) 360 360 O r j N J 358 <r w � 358 0 � J 00 W ll ui o 356 cn + J W J ElfN N " 354 m > � O O - M = 52% 352 -- -- of J W O M O N U In LQ o+ o 0 w CL 0 W cn 350 j > W > W J W Q W J W Li W 348 348 w r7 12 13346 (/7 362 346 w EXISTING CE 10 11 O N Ln 360 -La J O O Y 0 --------- --------- --------- J 358 O Z rj O c0 w w CD ujU d CENTERLINE m + 356 N w N Ll 0 Z Q ¢ ¢ 6. 354 °-- ---- c� v� - - 352 N 50 12 13 WEST FLOWLI 362 O o lim 360 j W IIsi 1"7 � Lu � C-31 N c � 358 O W ' I: 356 N U w 354 G CENT RLINE W W a - - - -- --- 352 ------- a, O O _ N N 350 > J > Lu w J -� 348 12 133 AR 362 W � V) 360 r co � 358 0 ui o cn m J W J 356 > � O O M 354 of J W O M 352 U o+ o 0 w CL 0 W cn j W Q W Q 348 Q D w w (/7 w 346 w EXISTING CE 10 11 O 00 O O Y 0 --------- --------- --------- ----------- O w d CENTERLINE 00 N + m S- =--8 °-- ---- ------ O S 0.28% N EXISTING WEST FLOWLI o mU) 1"7 � C-31 N c � cn W I—EXISTIIN G CENT RLINE W W a i 4 a Ni 362 W � V) 360 r co � 358 0 ui o cn m J W J 356 > � O O M 354 of J W O M 352 U o+ o 0 w CL 0 W cn j W Q W Q 348 Q D w w (/7 w 346 w EXISTING CE 10 11 O 00 O O Y 0 --------- --------- --------- ----------- O w d 00 N + m � O O W mU) wU) C-31 N c � cn I—EXISTIIN G CENT RLINE 362 W � V) 360 Z co � 358 0 ui cn m J W J 356 > � O O 354 of J W O 352 U o+ o 0 w CL 0 W cn 350 U Q U Q 348 Q D N 0 (/7 W 346 EXISTING CE 10 11 LEGEND (CONT.)_ O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE l 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 CONSTRUCTION NOTES: 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 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 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. © 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 ®REMOVE 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE 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. yE 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES ANS SEWER CLEANOUT TO FINISHED GRADE. r L�FESfa �u PI, 3: 322 Exp p /'. �� , . �= M j W O 0 n M + 0 m w N EXISTI mo W � V) Z � 0 cn m J W J > � O O of J W O U o+ o 0 w CL 0 W cn U Q U Q Q D N 0 (/7 W (n EXISTING CE TERLIN - ---- S=0.0% ---- ---- ----------- --------- --------- --------- --------- ----------- EXISTING EAST FL WLINE LEGEND (CONT.)_ O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE l 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 CONSTRUCTION NOTES: 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 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O4 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. © 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 ®REMOVE 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE 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. yE 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES ANS SEWER CLEANOUT TO FINISHED GRADE. r L�FESfa �u PI, 3: 322 Exp p /'. �� , . �= M j W O 0 n M + 0 m w N EXISTI mo V) Z 0 cn WG of _ U 0 w CL 0 W cn w tr m Q D N 0 STA. 10+00.00, C.L. FAWN STA. 12+80.01, C.L. CONEFI CD k= 13 Z D CONEFLOWER DRIVE CONEFLOWER DRIVE SEE SHEET 6 358 356 354 352 350 348 346 358 356 354 352 350 348 346 358 356 354 352 3 348 346 I� I� �� �� 1 1®11'9°' '7 Io (2 IN BOTTLEBRUSH DRIVE SEE SHEET 5 (r(jd C5 w f L -0I In 1 ul M IN IN 11 14 15 M to co ILO Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -� "R1-1" - STOP "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER "W31(CA)' - END DELTA "W14-1" - DEAD END "R26(CA)" - NO PARKING p p 10.00' "R3 -5R' - RIGHT TURN ONLY - NO OUTLET 4.20' pW14-2 "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW Q "R81(CA)" - BIKE LANE 'W1-6" - SINGLE ARROW 8.12' "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- o NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS 4.20' CONSTRUCT CATCH BASIN TYPE "A" 4 PER C.O.B. STD. D-14. 39.45' EXISTING CATCH BASIN ----D— EXISTING STORM DRAIN LINE s EXISTING SEWER UNE (D EXISTING TORM DRAIN MANHOLE ® EXISTING SEWER MANHOLE CU MEMEL m m m m . TRACT BOUNDARY ME STA. 13+83.47, F.L. MEMO P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. DO E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. 11 B.C. imimm STA. 10+47.27, F.L. 02 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 71�M P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. ® E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. 05 B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. © P.R.C. lkmh:mmm STA. 12+73.91, F.L. Q7 UNIT BOUNDARY STA. 13+10.14, 18.00RT. STA. 13+14.99, F.L. ® P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. Q9 E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. 1 9 W -1 m W v �z03LL m m MEM � w U) � T 1 E [mm Q Ir O min F- V� ME m aw o� S 'w C� C. 0 MENEM Q � N _ 0 m lim ME ME NEE m�im 9!�111111111111=_ minim ELM E i■� i i I-lew" _111111§701 IEEE m_ ME m NEE 11. - Kim IN IN 11 14 15 M to co ILO 11 12 13 I� f� �0; {O.i 50.00' VERTICAL CURVE 14 N 0 rMLo Lo i M M I Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -� "R1-1" - STOP "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER "W31(CA)' - END DELTA "W14-1" - DEAD END "R26(CA)" - NO PARKING p p 10.00' "R3 -5R' - RIGHT TURN ONLY - NO OUTLET 4.20' pW14-2 "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW Q "R81(CA)" - BIKE LANE 'W1-6" - SINGLE ARROW 8.12' "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- o NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS 4.20' CONSTRUCT CATCH BASIN TYPE "A" 4 PER C.O.B. STD. D-14. 39.45' EXISTING CATCH BASIN ----D— EXISTING STORM DRAIN LINE s EXISTING SEWER UNE (D EXISTING TORM DRAIN MANHOLE ® EXISTING SEWER MANHOLE CU EXISTING SEWER CLEANOUT m m m m . TRACT BOUNDARY ME STA. 13+83.47, F.L. MEMO P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. DO E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. 11 B.C. imimm STA. 10+47.27, F.L. 02 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 71�M P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. ® E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. 05 B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. © P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. Q7 UNIT BOUNDARY STA. 13+10.14, 18.00RT. STA. 13+14.99, F.L. ® P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. Q9 E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. 1 9 W -1 m W v �z03LL m m MEM � w U) � T 1 E Q Ir O F- V� w li m aw o� S 'w C� C. 0 MENEM Q � N _ 0 m lim ME ME NEE m�im E i■� i i _111111§701 11 12 13 I� f� �0; {O.i 50.00' VERTICAL CURVE 14 N 0 rMLo Lo i M M I 10�.I�,IM 11 12 13 _ 14 15 lM 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 PAPROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. <D- 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. --c:'- 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.)_ Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -� "R1-1" - STOP "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER "W31(CA)' - END DELTA "W14-1" - DEAD END "R26(CA)" - NO PARKING p p 10.00' "R3 -5R' - RIGHT TURN ONLY - NO OUTLET 4.20' pW14-2 "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW Q "R81(CA)" - BIKE LANE 'W1-6" - SINGLE ARROW 8.12' "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- o NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS 4.20' CONSTRUCT CATCH BASIN TYPE "A" 4 PER C.O.B. STD. D-14. 39.45' EXISTING CATCH BASIN ----D— EXISTING STORM DRAIN LINE s EXISTING SEWER UNE (D EXISTING TORM DRAIN MANHOLE ® EXISTING SEWER MANHOLE CU EXISTING SEWER CLEANOUT m m m m . TRACT BOUNDARY — — — — — — — - PHASE BOUNDARY STA. 13+83.47, F.L. 90 P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. DO E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. 11 B.C. STA. 10+47.27, 12.00RT. STA. 10+47.27, F.L. 02 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 03 P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. ® E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. 05 B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. © P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. Q7 UNIT BOUNDARY STA. 13+10.14, 18.00RT. STA. 13+14.99, F.L. ® P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. Q9 E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. W W v �z03LL U. H Q � w U) � T Q U) o� Q Ir O F- V� w li m aw o� S 'w C� C. 0 MENEM Q � N _ 0 lim E _111111§701 IEEE m_ ME m NEE 11. - 10�.I�,IM 11 12 13 _ 14 15 lM 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 PAPROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. <D- 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. --c:'- 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.)_ Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -� "R1-1" - STOP "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE LENGTH "R5-1" - DO NOT ENTER "W31(CA)' - END DELTA "W14-1" - DEAD END "R26(CA)" - NO PARKING p p 10.00' "R3 -5R' - RIGHT TURN ONLY - NO OUTLET 4.20' pW14-2 "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW Q "R81(CA)" - BIKE LANE 'W1-6" - SINGLE ARROW 8.12' "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- o NEW STORM DRAIN LINE - REFER TO SEWER 10.00' AND STORM DRAIN PLANS 4.20' CONSTRUCT CATCH BASIN TYPE "A" 4 PER C.O.B. STD. D-14. 39.45' EXISTING CATCH BASIN ----D— EXISTING STORM DRAIN LINE s EXISTING SEWER UNE (D EXISTING TORM DRAIN MANHOLE ® EXISTING SEWER MANHOLE CU EXISTING SEWER CLEANOUT m m m m . TRACT BOUNDARY — — — — — — — - PHASE BOUNDARY LEGEND (CONT.) 0 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 5_1 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: SEC110N LETTER L_ -- -- A _2 SHEET WHERE SECTION IS SHOWN 29 28 27 INTERSECTION STA. 15+65.02, C.L. FAWN LILY LANE= STA. 12+80.01, C.L. BOTTLEBRUSH DRIVE 358 356 354 352 350 348 346 358 356 354 352 350 348 346 358 356 354 352 350 348 Slri: S1r)RARA`T�F S7P,5I5T PLAtJ PER 5-TH SUE>STAIVTIAL-COt4FOIRMAAICF Pop,TaAr-T aqq'oo - Un►h38 4► to CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED Y CITY ® B C 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 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. QCONSTRUCT 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. (Z BVI SION 17- I APPR-OVE'D Bim( ROC,r.R A. McfnITOSFi DATE R,c.E. 35?a:L EXP oG13p/14 REv�sIoN �, APPRok'�ED ay, NMA ► SHAW - . / D, R•� �, 321 ?8 6xP 12/3 ►�/ �} ,,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; NC. ,G'x '�: %� 1 Exp. i 1' ulul- ' w -v rn O '� o M O N 00 04 rn o z 00 v Q i a u- W CJ 00 2 V) W (o o to N of } m w m o Q 3f m o 5 R � I _> v Z X V 0 }>3 m CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.00' 7.95' 4.20' 45'34'23" Q 10.00' 8.12' 4.30' 46'30'03" 03 10.00' 7.95' 4.20' 45'34'42" 4 25.00' 39.45' 25.18' 90'25'09" 05 25.00' 39.09' 24.82' 89'34'51" Slri: S1r)RARA`T�F S7P,5I5T PLAtJ PER 5-TH SUE>STAIVTIAL-COt4FOIRMAAICF Pop,TaAr-T aqq'oo - Un►h38 4► to CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED Y CITY ® B C 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 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. QCONSTRUCT 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. (Z BVI SION 17- I APPR-OVE'D Bim( ROC,r.R A. McfnITOSFi DATE R,c.E. 35?a:L EXP oG13p/14 REv�sIoN �, APPRok'�ED ay, NMA ► SHAW - . / D, R•� �, 321 ?8 6xP 12/3 ►�/ �} ,,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; NC. ,G'x '�: %� 1 Exp. i 1' ulul- ' w -v rn O '� o M O N 00 04 rn o z 00 v Q i a u- W CJ 00 2 V) W (o o to N of } m w m o Q 3f m o 5 R � I _> v Z X V 0 }>3 m N STATIONING TABLE REF. NO.1 DESCRIPTION C.L. STATION F.L. STATION it B.C. STA. 10+46.73, 12.00LT. STA. 10+46.73, F.L. 20 P.R.C. STA. 10+53.87, 15.00LT. STA. 10+54.68, F.L. STA. 10+61.01, 18.00 T. STA. 10+62.63, F.L. ® UNIT BOUNDARY STA. 13+10.01, C.L. - 51 P.R.C. STA. 13+50.15, 15.00LT. STA. 13+52.57, F.L. © E.C. STA. 13+57.29, 12.00LT. STA. 13+60.52, F.L. 7❑ B.C. STA. 13+72.29, 12.00LT. STA. 13+75.52, F.L. ® P.R.C. STA. 13+79.43, 15.00LT. STA. 13+83.47, F.L. 90 P.R.C. STA. 15+10.44, 15.00LT. STA. 15+16.10, F.L. DO E.C. STA. 15+17.74, 12.00LT. STA. 15+24.22, F.L. 11 B.C. STA. 10+47.27, 12.00RT. STA. 10+47.27, F.L. 02 P.R.C. STA. 10+54.41, 15.00RT. STA. 10+55.22, F.L. 03 P.R.C. STA. 12+40.58, 15.00RT. STA. 12+43.01, F.L. ® E.C. STA. 12+47.73, 12.00RT. STA. 12+50.96, F.L. 05 B.C. STA. 12+62.73, 12.00RT. STA. 12+65.96, F.L. © P.R.C. STA. 12+69.87, 15.00RT. STA. 12+73.91, F.L. Q7 UNIT BOUNDARY STA. 13+10.14, 18.00RT. STA. 13+14.99, F.L. ® P.R.C. STA. 15+11.30, 15.00RT. STA. 15+16.96, F.L. Q9 E.C. STA. 15+18.44, 12.00RT. STA. 15+24.91, F.L. Slri: S1r)RARA`T�F S7P,5I5T PLAtJ PER 5-TH SUE>STAIVTIAL-COt4FOIRMAAICF Pop,TaAr-T aqq'oo - Un►h38 4► to CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED Y CITY ® B C 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 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. QCONSTRUCT 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. (Z BVI SION 17- I APPR-OVE'D Bim( ROC,r.R A. McfnITOSFi DATE R,c.E. 35?a:L EXP oG13p/14 REv�sIoN �, APPRok'�ED ay, NMA ► SHAW - . / D, R•� �, 321 ?8 6xP 12/3 ►�/ �} ,,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; NC. ,G'x '�: %� 1 Exp. i 1' ulul- ' w -v rn O '� o M O N 00 04 rn o z 00 v Q i a u- W CJ 00 2 V) W (o o to N of } m w m o Q 3f m o 5 R � I _> v Z X V 0 }>3 m N N o\A ti U U W a �o .� a $--� OD V) LV OmaZ o 1- so _I a.i . W z .J 1400 CDoa0Z W W v �z03LL U. H Q � w U) � T Q U) o� Q Ir O F- V� w li m aw o� S 'w C� C. 0 Q � N _ 0 N N ti U U a �o .� a $--� OD a� � LV OmaZ + 1- O _I a.i . W z .J 1400 CDoa0Z W �z03LL U. H Q U � T Q Q O F- V� w li m o S UNIT 12 II 13 YELLOW LUPINE DRIVECD SEE SHEET 9 C0 0 - - - 11 18' 1 ao CL INTERSECTION .C. N00*30'1V RAD.uu STA. 9+68.85, C.L. PALE LILAC 04 STA. 20+60.03, C.L. YELLOW LUPI DR. z REMOVE EXISTING POWER 1 I� POLE AND DOWNGUY PROJECT BOUNDARY LANDSCAPE AREA \ SEE LANDSCAPING PLAN CENTERLINE OF 20' WIDE- PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106-107 10 i JCl - --J_j � U ti 8 7 00000 000 5 �� a TANGENT 12+00 Q it li 3 c I. 2Q ++ J J6 ++ 05'11'52" I N O O- I 0511'27" c R �- 46.93' Jo 1 t -30 I ip� cfl nm ^ 0 S ! C3 la: 4= i 50.22' O �` t + 37.00 i II wEnc 7Q m(nu) 39.45' - MO =O !}j U 2 n c0 89'34'50" ' 78.00' 161.05' 00 II II II 1. 11 UNIT 9 II UNIT 1 II BEACH ASTER DRIVE o o J CONSTRUCT NEW CHECKERBLOOM DRIVE o UNIT 2 o CONEFLOWER DRIVE 0 Co o SEE SHEET 8 0 0 o SEE SHEET 7 O 1- SEE SHEET 6 06 c6 `� 18' 18' N W � AC PAVING PER NOTE 2 18 18' N o o /� yI c� 1118' 18' 1 tilJa_ (3 LL: �� (I 30 30'I . C3i1JL ci'� 1 JJ 17 30' 30'!I 1 C)L.': t 'i lJ 9 i 8 i 7 m cil� 30 30'� 1 GU 1, i11 Lo 00 'ao 19 oit� - ;;= 15 '7 II T a'^ '`�"' W¢0 5 '1 0.= �' i t - i t o �� E.C./q INTERSEC11ON S00 55'21"W RAD. M00 d'^ MM ,u:5 N Z MM 11 II 3 MM ((6 coo•Md-� � �'��' I 3 � II �_�_ �n z(~n oc i � � II �o � � a � >- °N°- ( ¢ � Q M v �� 11 rn Il STA. 19+27.88, C.L. PALE LILAC LN.= ++ ++ - - �� ' ' ��. =X NN - - - �) ``' rno Q Q p + + x ++ '' STA. 21+25.13 C.L.CONEFLOWER DR. P L NN �' ++ ++ o `' _ I + Itt I + W W I �t II MM MM m W ++ P/L - LJ I I to D W > ( W + > r- > �o aoao II o I N oo I I _ r _ _ �r �r N I I>_ >_ (n (i L i v~i (nn m cn (n Z w Q a � a I I z� r-1- � 1 Q TYP. �� Q c� vi m <n (n � i t 1 da c3 ad ad I) rnl II dd UU rnl II dd d i 1 I I o < °° F- Go ci F- a d d v t i Q I , I I I z 11 I I I a i (n cn m cn cn 1 it � (n (n I I X I 1 (n (n c� cn c� cn �, c� cn 9( 2 �g I w 15 P/L I 1 > It \ � � I CENTERLINE OF 20 WIDE LANDSCAPE AREA C5211� _N s l ) PUBLIC UTILITY EASEMENT \� SEE LANDSCAPING 15 EX. 6" SEWER ©\ \ _PLAN _ - 24= GAS (SCG i11 1 \� 9 - -- - Q 1 1 2 3 36 O/I \_ NO6'06_4g'E� 6 ' 2 121.11' _ _ S00'55'22"W 13+t 11+00 114 25' SM S�PAIZA-TF_ ST ,EET PLAN PM 44TH A s -H GUgs-T-A0TIAL_ C.ofVf:o l-AoJGs F�)12'TRP,CT 6448 -UMTS 9 17- 364 7, 364 362 360 358 356 354 352 350 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 PAPROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. o@ 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 UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. - -E- FURNISH & INSTAL_ STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -C>- 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) 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 10 I� o DSCAPE AREAC s J PER TR. 6448 -UNIT 5 E LANDSCAPING EX. 6" SEWER 2 1 LANDSCAPE AREA EX. 6" SEA � 5Q /I � M.B. 54, PGS. 106-107 PLAN SEE LANDSCAPING PLAN 4 9 / PROJECT BOUNDARY 11 °O _ 14+ 0 7 5 12 _ } _ _ I_ 517.38' 17+00 - NO4'16'30 W 1" 8+00 117 33' �I • ��G�i� STREET RIGHT-OF-WAY 13 TYP. 280.01' 15+00 16+00 123.12' _ 12 �i%� / DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 5737, 11 _ _ _ _ _ _ _ _ _`g PAGE 876 OF OFFICIAL RECORDS �NDSCAPE AREA 8 EX. C/G f - - - LANDSCAPE AREA / AND TRACT NO. 4709, MAP BOOK LANDSCAPING PLAN SEE LANDSCAPING PLAN _ 2 37, PAGES 29-30. 1 1 u n u EX. CONC. BLOCK WALL TYP. I o t o o a I I II II Co 0 0 0 zm 1 I J I c I I 00 cV m � C, V O U C> Q � Z m 9 JCl - --J_j � U ti 8 7 - J W 5 i 1 TANGENT 12+00 Q it li 3 ' U J L 2Q I U� (� I J J6 Y 1 05'11'52" -+JI N 43.67' I 0511'27" ® �- 46.93' Jo 1 t -30 I ip� cfl nm ^ 0 S ! C3 la: 4= i 50.22' O �` t + 37.00 i 33.54' o 7Q 00 39.45' 25.18' MO =O !}j U 11111111111110mm n c0 89'34'50" 1111110111111 78.00' 161.05' 00 m 1® WQ ' OoO X N N ++ a+,� mW Y pOp { W C3 L6 CONSTRUCT NEW fl) 00 0000 C3 H 45'3423" 1® 55.00' MEN - JJ 84'23'23" O 0-U C PAVING PER NOTE Q' ++ Z UU m N ++ W in �.� uj Ilo JJ II Z O II � ddci Fa -IQ- 4Q FF F -i- IY W Lo Lo O .-- F MIN �� 1111 I Zp 1 r II JZ C-) UU I i Co o Q Q Q U O c0 m 0 U I I o p Z J U G! 1('� JW tY pT a NN W (fl 00 w ;N �_o I-- F- °° `�`) TRACT o o 4709 o O r) r7 ++ (n I2 I U N a z W '- JJ M. BK. �7, PG. G �� co °r ALE : I �¢ o 00 _j 3Ula' -� J J Ula_ N W n/ .JJ 4 J J JJ d� (~nN CO co ± 1 I 11 o J W U W J J (j� JJ (ncn 06 NN i oo + ,,, m� ��: I �� ME w Q W No cn Qr CV to (V I d' _ I w .- I 0- m U MO > r71+jco co NEI �� Q �� d0 Q J Q Co 00 UU O0 I m d'd'0+.+ W N 1 U W W O)O) of 00 w co��oo ++ O a� 3m NN w mom± �� O to W �•- �Q NN c t: w U ++ 41 O] N� ZHH o (n U) 41 NN ++ C C9 NN ON '11111 TRACT N0. 5444 0M N N NN M. BK, 39, PG. 98 _ MEN ME 11112d U)En +cqLu 10 I� o DSCAPE AREAC s J PER TR. 6448 -UNIT 5 E LANDSCAPING EX. 6" SEWER 2 1 LANDSCAPE AREA EX. 6" SEA � 5Q /I � M.B. 54, PGS. 106-107 PLAN SEE LANDSCAPING PLAN 4 9 / PROJECT BOUNDARY 11 °O _ 14+ 0 7 5 12 _ } _ _ I_ 517.38' 17+00 - NO4'16'30 W 1" 8+00 117 33' �I • ��G�i� STREET RIGHT-OF-WAY 13 TYP. 280.01' 15+00 16+00 123.12' _ 12 �i%� / DEDICATION TO THE CITY OF BAKERSFIELD PER BOOK 5737, 11 _ _ _ _ _ _ _ _ _`g PAGE 876 OF OFFICIAL RECORDS �NDSCAPE AREA 8 EX. C/G f - - - LANDSCAPE AREA / AND TRACT NO. 4709, MAP BOOK LANDSCAPING PLAN SEE LANDSCAPING PLAN _ 2 37, PAGES 29-30. 1 1 u n u EX. CONC. BLOCK WALL TYP. I o t o o a I I II II Co 0 0 0 zm 1 I J I c I I 00 cV m � C, V O U C> Q � Z m 9 JCl - --J_j � U ti 8 7 - J W 5 i �_A TANGENT DELTA Q it li 3 22.66' U J L 2Q I U� (� I J J6 Y 1 05'11'52" -+JI N 43.67' I 0511'27" ® �- 46.93' Jo 1 t -30 I ip� cfl nm ^ 0 S ! C3 la: 4= i 50.22' O �` t + 37.00 i 33.54' o 7Q 00 39.45' 25.18' MO =O !}j U 11111111111110mm n c0 89'34'50" 1111110111111 78.00' 161.05' 00 m 1® WQ 10.95' OoO X N N ++ a+,� mW Y pOp { W C3 L6 JJ U F fl) 00 0000 C3 H 45'3423" 1® 55.00' MEN - JJ 84'23'23" O 0-U d+' Q' ++ Z UU m N ++ W in �.� uj �W W JJ Liu: Z O J ddci Fa -IQ- 4Q FF F -i- IY W Lo Lo O .-- O c^p-i j MIN �� 1111 c" 1 r �^ MN � C-) UU J C6 NN 41 (n(n � (n cn Q Q Q U O c0 m 0 U U Q' Q 011111 Z "' G! 1('� Lq W pT �w w NN W (fl 00 w ;N Y I-- F- °° `�`) TRACT N0. 4709 W CV ty r) r7 ++ (n I2 ,�* to U a z W W d' M. BK. �7, PG. ++ �� �� z (6o ALE LILAC LANE QQ ro J Gj W �N (~nN W N 06 (ncn 06 NN CjH� ,,, m� z ME w No cn Aj - (PRIVATE STREET) - _ 0 °° U) V) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED W 11 12 13 14 15 16 17 18 19 364 362 360 358 356 X354 '352 350 348 CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 500.00' 45.30' 22.66' 05'11'27" 2Q 500.00' 45.36' 22.69' 05'11'52" 3Q 482.00' 43.67' 21.85' 0511'27" ® 518.00' 46.93' 23.48' -30 5Q 55.00' 1 81.40' 50.22' 84'48'09" © 37.00 54.50' 33.54' 84'2323" 7Q 25.00' 39.45' 25.18' 90'25'10' N 11- 11111111111110mm 24.82' 89'34'50" 1111110111111 78.00' 161.05' 1 130.60' m 1® 37.00' 10.95' 5.52' 16'57'27' 11 1111111111 7.95' MEN 45'3423" 1® 55.00' MEN 86' 84'23'23" m w� (=) o<mUJ 11111119111111 �.� uj �W W U H F Q Z N a MIN 1111 c" 1 r 1111 r___4 J o m 0 U 011111 Z "' W Q o �w w -1 Y J m � Q' d' W 0 U a W W d' J J ro J �+rr W W N 0 ,,, m� z ME w No cn Aj - _ o 0 MEN > NEI W - m± o of w co��oo a� w �i w CD '11111 0M MEN ME 11112d ¢ +cqLu NEI 1111 LLa i� w + °� + c0 + + cj 'ENOS d U fkf�' m U m= p oa00 00 ME N mum. Q Q a EXISTIN GROUN N w N m ''i V cr NEES 11111111111111m m a ao cn mm N ®C NTERLIN ' 0 1 U 1:04 2 .11 ME IR 111SEM-E I'MENEEN m MONNE S 0.21% - - - - S = -0.25% S 0.25% --- --- -- --- --- - --_ - -- --- - N --- ME IMENNE MENNEEMENEEMEN - --- --- --- ------- -=-=9------- -----ix ----- ------- AAM 11 12 13 14 15 16 17 18 19 364 362 360 358 356 X354 '352 350 348 CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 500.00' 45.30' 22.66' 05'11'27" 2Q 500.00' 45.36' 22.69' 05'11'52" 3Q 482.00' 43.67' 21.85' 0511'27" ® 518.00' 46.93' 23.48' -30 5Q 55.00' 1 81.40' 50.22' 84'48'09" © 37.00 54.50' 33.54' 84'2323" 7Q 25.00' 39.45' 25.18' 90'25'10' N 25.00' 39.09' 24.82' 89'34'50" 1111110111111 78.00' 161.05' 1 130.60' 118'18'16" 1® 37.00' 10.95' 5.52' 16'57'27' 11 1111111111 7.95' P47.20' 45'3423" 1® 55.00' MEN 86' 84'23'23" m w� (=) o<mUJ 11111119111111 �.� uj �W W U H F Q Z N a U c" 1 r r___4 J o m 0 U Z "' W Q o �w w -1 Y J m � Q' d' W 0 U a W W d' J J ro J �+rr W W N 0 ,,, m� z ME w No cn Aj - _ o 0 MEN > NEI W - m± o of w co��oo a� w �i w CD '11111 0M MEN ME 11112d ¢ +cqLu NEI 1111 LLa i� w + °� + c0 + + cj d U fkf�' m U m= p oa00 00 ME N mum. Q Q a EXISTIN GROUN N w N m ''i V cr �� �' m a ao cn mm N ®C NTERLIN ' 0 1 U 1:04 2 m S 0.21% - - - - S = -0.25% S 0.25% 10 11 12 14 15 16 17 18 N N lf) O � M Tin IlA IM IN Im II'nn I� M I� Ilei _ - 10 CURVE TABLE STATIONING TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 500.00' 45.30' 22.66' 05'11'27" 2Q 500.00' 45.36' 22.69' 05'11'52" 3Q 482.00' 43.67' 21.85' 0511'27" ® 518.00' 46.93' 23.48' 0511'27" 5Q 55.00' 1 81.40' 50.22' 84'48'09" © 37.00 54.50' 33.54' 84'2323" 7Q 25.00' 39.45' 25.18' 90'25'10' 0 25.00' 39.09' 24.82' 89'34'50" 9Q 78.00' 161.05' 1 130.60' 118'18'16" 1® 37.00' 10.95' 5.52' 16'57'27' 11 10.00' 7.95' P47.20' 45'3423" 1® 55.00' 81.01' 86' 84'23'23" _ - 10 M STATIONING TABLE R1-1 REF. NO. DESCRIPTION C.L. STATION F.L. STATION 10 B.C. STA. 12+19.10, 18.00LT. STA. 12+17.47, F.L. 20 P.R.C. STA. 12+26.24, 15.00LT. STA. 12+25.42, F.L. 30 E.C. STA. 12+33.39, 12.00LT. STA. 12+33.37, F.L. ® B.C. STA. 13+27.34, 12.00LT. STA. 13+27.33, F.L. 5❑ P.R.C. STA. 13+34.49, 15.00LT. STA. 13+35.28, F.L. © UNIT BOUNDARY STA. 11+40.64, C.L. - 70 UNIT BOUNDARY STA. 14+20.66, C.L. - ® P.R.C. STA. 14+06.02, 15.00RT. STA. 14+08.46, F.L. 364 362 REVIsia./ l- 7 A1I>PR0vVD E�1Y 360 ROCy ER A. Mc%/Tos" J >A7 -V 358 356vrsioN - itPPRoveb Sl: T. 354 1X41-. 3 2.17 S axp, r 2/31 /py 19 364 362 360 358 356 354 352 350 20 9 10 M LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE Q3 M ® M W OINSTALL 5 Lo M "R$1(CA)" -BIKE LANE "WI -6" - SINGLE ARROW 6O "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW W 1- NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS > W > J PER C.O.B. STD. D-14. OCONSTRUCT EXISTING CATCH BASIN EXISTING STORM DRAIN LINE r7 s EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE QS r7 CD EXISTING SEWER CLEANOUT = = � - - - - TRACT BOUNDARY co uj r7 ►5-1 r7 z J Z � 0 V) 1- o ..J `z a -0 W �TR �Wco- .1�40oJ w� (=) o<mUJ z �.� uj �W W U H F Q Z N a U c" 1 r r___4 J o m 0 U Z "' W Q o �w w -1 Y J m � Q' d' W 0 U a W W d' J J ro J �+rr W W N 0 ,,, m� z w cn Aj - _ o > W - m± o of w co��oo a� w �i w CD o+ ¢ +cqLu LLa i� w + °� + c0 + + cj d U fkf�' m U m= p oa00 00 Q Q a EXISTIN GROUN N w N m ''i V cr �� �' a ao cn a N ®C NTERLIN ' U 2 m S 0.21% - - - - S = -0.25% S 0.25% --- --- -- --- --- - --_ - -- --- - N --- - --- --- --- ------- -=-=9------- -----ix ----- ------- w A 9 10 11 12 LEGEND (CONT.) R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "R1-1" - STOP "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE Q3 "R5-1' - DO NOT ENTER "W " -END ® " "R26(CA)" - NO PARKING »W114 -14 -1 -DEAD END "R3 -5R" - RIGHT TURN ONLY - NO OUTLET OINSTALL 5 "W14-2 "R4-7" - KEEP RIGHTW1-7 - DOUBLE ARROW "R$1(CA)" -BIKE LANE "WI -6" - SINGLE ARROW 6O "W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW -- D NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS OREMOVE CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. OCONSTRUCT EXISTING CATCH BASIN EXISTING STORM DRAIN LINE ----D- s EXISTING SEWER LINE (D EXISTING TORM DRAIN MANHOLE QS EXISTING SEWER MANHOLE CD EXISTING SEWER CLEANOUT = = � - - - - TRACT BOUNDARY -- - - -�- - PHASE BOUNDARY 13 LEGEND (CONT.); Q1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 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 MEET WHERE SECTION IS SHO 14 15 16 17 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 Q2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 Q3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF OINSTALL 5 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. 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. 18 19 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. 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN q�� MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GPnnF 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. `' Y m YT o/vIT 7 6ML-y 0) 0 F- 0) Q O z 00 Z � I Q J J Q W U to 00 c r. J Iii co O [Z cD N of W Y a m 0 }> M N po N ti V c z o co uj ►5-1 Go '* z J Z � 0 V) 1- o ..J `z a -0 W �TR �Wco- .1�40oJ w� (=) o<mUJ z �.� �W W U H F Q Z N a U c" 1 r r___4 J o m 0 U Z "' Q o �w w m � o o 0 a �+rr Q N 0 w I uj T CD Zo2� l,2 LL N N ti V co uj ►5-1 Go '* z J Z � 0 1- o ..J `z a -0 �Wco- .1�40oJ (=) o<mUJ z �.� �W W O F Q Z N a U � r___4 J o Z "' Q o m � o o V3 a w I uj T CD Zo2� l,2 LL 12 u n� o > s F� W N UNIT 1® UNIT 8 s] q II it II II �z QQ II G -o II 11 CONSTRUCT NEW Jar II II 11 If II UNIT 11 � _ W� o 0 0 0 �o y -' 0 0 o ao �U 3 0 �� of o AC PAVING PER NOTE 2 Y J J -� J ,n J XS �� `� 10 9 16 15 W 14 Q WZ � �M 13 12 0 o W o g g 7 o O o 8 sF _rn m I ad ao m cn<w a _I z m> m I m I I 3 v °° co N_ ao ao -JJ -JJ J J -j J_j -j JJ J JI J cn, J J -j -j W J cn -jJ J J J J JJ J J -j J J J J JJ _j I I J .-- I I J -1 J J -.1 _..I J J -j J J -I -j -j J N J 1 I I ¢ m I Li t� IL+- Li Li, � v ii u: ti c5 Li � u Uw caw L�:Iw � c3i..: 4 tiw w ON �1 Uv cnMi�f ¢ c3u: jW �It` titi Ili Ui`11 Iw w vc5 cjJ � -i ►-o i z zof J JJ I 1 z ' W w wl 6 I W 0 dd' O 0 0p 0000 000 0 O rn Z 0 �O 000 -0m = 1-,'W rn Qj rn ec 10 O N (N N N -IO 000 ,at, j NIN N NSI N �M M of 0; -M td L ' O 1� M a0 rn c0 cD K� co O rn 0 rn Z Q O) } rn O 0 U¢ co N li } 6� tT } t\ to I� N N N N et O Y M N N N N N m 00 Q 00 K) i n ct d c} O M 7Mi �l`� �S. Kiri 4 4 } �f cci r �i ad } a rn I } �r ¢ � I of U o o g of f- w co --I o aid ¢ a' tri of ao co � v� c6 >- M i i U o o Q > > r o >- >- I o �r Q t`n OD Q 00 0 Q N NN NIS Q O Q N 0_���i..11 c0 �N 000 0� Q O)OIiW tr'> n tb 00 K'� o-toQ 00 O st W coo cOD c�O Q 000 m Q P) Lo `t co 0000000 O Z O� NM Q U-) Zoo Q Z p`- N 4 00 00 OIO> + ++ + ++ W -� + + O$ N W N NO pp�M Um NM N MIM > + fid+• I� �� �t Id+- t[)I� ++ W I W ( W O W I W ' + N 1 W N x W > W .- Q > > > r. to O m to t1> �_ c0 tp c0 c0 fp 1� t� n r n n r J oo 00 oocn •-I r r cn�l r�wQ �� �,� ,�- elfi� •-,� w ? >_ >_ m Of rl� Of.-.-> > _ °° - i 1 I o I o z 3o I o dd iz d¢ a ad QI¢ d ¢� d c5 d¢ ¢ F= Qa d¢ o Qid d 1 i \ 'L Q deco ¢IQo d ci¢a ¢ (3 o Q ¢ o a w Q Q- ¢¢ Wz� wmLQ-LQ-Owo LIQ t¢ UFS I� rr o (� o Fa - rr o 0 0 F 9 1 r r i- t- �- r -r r r r F- r F >� W I- F r r ¢¢ Q L p� 9p o cn cn c cn cn c� cn m N N cn LLi cn cn c� cn cn c� cn W N N c� cn to N z a to z c� N tnzo c� cn N c� <n m N N N W cn cn c� cn to cn to to to r r F r F r F F r r z r r r r �- Ir F a r ri F- 4 P/L 9 o rn cn c� N 2 c� N to c� cn m to cn N to cn W to cn c -y cn in cam+ co to tn' in a� o . 2 3 7 8 00 71.08' 11+00 1 5 6 12+00 14 TYP. EX. 8" SEWER 9 9 9 15 TYP. 1 0 00 " M - - _ 13+0 s s 1,5+0 s - - 16+00- EX. 8" SEWER S _ 17+0 "' 3 -s - SO4'16'18 E + - - 1V00'55'21'E I- 13 TYP.- - 280.01-1- g VN) s E.8 ER 3 5 0O 9 z D 14+00- - p �00'55'21"E - 5 280.Oi'®Q p -<_� K PAVERS 13 7 `1 0 9 11 i 9 EX. 24" DRAIN 9 g 1 g `�, g 1 0 0o g g EX. 24"pDRAiN g 18 0 NOTES AT RIGF � 15/���\\\ , 1 2 21 2 2 2 \\\� I g 2 2 1 2 2 2 3 B.C. INTERSECTION S00'30'12"W RAD. /� TYR /� 13.4 W g / _ _ _ 31 3 STA. 9+68.79, C.L. WHITE ALDER AVE.= 1® 1 1 - PA -' N' ti - - - STA. 10+00.00, C.L. YELLOW LUPINE DR. to X137 J J m N005521 E Q m p/L 2 v 2 coil 11comwinmm y° , - 11 II it o II Ita 00 F II II oo to �o o a' o o 0 9 0tn ) om o� o + o uj n �( 0 1, -� �- --- -- -Oo 00 R o' O OD O O O N O O O O O CV cO � O / r 04 a0 V + "d 06 rl)+ a0 + 17 °o `li o o° ( c�i ad ad °o ao N_ I aa) I I o o Q O W z `` 11 o Oo O P L w'i N _ m 1 001 C,)1Ji -j-I -I-J _..iJ JJ -i.-I i 1 5 W ( � JJ J, -j33 JJ ;Q Y -i _j 34 -iJ -JJ t.- 1 5-�Z .W II �0- ^ O O ' (n, UJ UIQ- U w U FQ-• U w U w : `y;;, I, 8' 1 `�'; ; w U w N I W U w rrs. I _- J J J Q E Uw Uw I Uw U Q Uw Uti a': JJ JJ .J -j d w ( _ o o_ _ om cn ap'ap � o"ao � o6 t, i cn core sr ri tri r j o rj o .d- � r; �r I. �f L �r r c v � Q z ^ ti t,_ o crj r •= 18' 18' d L� v � 6 + c5 v �� cn o co I I ( II ` oo o M M - - - m. - - + 30' 30' �_ i _ _ .00�-I M to co - ��- - - I` `r 30 30' c.. uS� �t d' ¢ of ao ao - ' w o,� Ki 14 Lo Lo �;� r;t� �;� nn r; trio w N� C" -q- r;0 OM �� wU Q �� cON �o _ NN Z MM coO �� fid• p,p t7 �'d" C" 40 NM d Q VELI -0W oo ++ o ++ ++ ++ ++ BEACH ASTER DRIVE + + + + Q + + + + + + CHECKERBLOOM DRIVE i o N M � co o N Z o - N M J o m 0 0 LUPINE DRIVE NN NN ++ ++ m-- SEE SHEET 8 ' �� M� `�� �m tntn ++ ++ ++ cnz ++ _ c� SEE SHEET 7 m to � co o Q o r- ii SEE SHEET 9 c a d r cl ^ �^ z J m tea ¢ � Q¢ rF- vF dd �F c�¢¢ ciaQ dd v c�dd c5 Qd cidd mad Q Qrr ri- rr z rr rr rr r -F- ci rr rF- rr r w rn m cncn cncn L,_i cncn m cncn c6 cncn w crn c i W c~i� cn ao c~i) c i W cn cn C6 cn cn m cn cn c� d d v ¢ ¢ d d -� d d d d ci Q ¢ cn cn am cn cn rr rr rr ' zrr v�-r cd cn n UNrr 11 UNIT 10 W U) U) W (r) V) m cncn (n cn W in WHITE ALDER ENUE UNIT 8 STA. 10+00.00, C.L. TO STA. 18+00. C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 362 7.5' 18' 18' � 360 jjj I 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' I 1 O Z CURVE I o 352 p 350 358 348- M VARIES 1.5% VARIES 1.59 ' CUR TO 3.59 I TO 3.59 PROPOSED �j MORE c5 0 CONSTRUCT CATCH BASIN TYPE 'A" A. C. PAVING 356 PROPOSED CURB AGG. BASE PROPOSED CURB BASE PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE AND GUTTER OO COMPACTED SUBGRADE AND GUTTER ci - - p SECTION A SECTION 354 EXISTING SEWER LINE rnILO M C3 ' AIN 352 STREET SECTION Lo Q 00 ' ^ tOD R/W O 39.45' 1 25.18' 4.5' 1 13.5' 12' 18' 1 24.82' 89'34'51" O 55.00' 81.81' 50.60' 00 350 O O) N M 348 85'13'30" t0 n M m I 10 05'11'39" M 360 16.70' M 358 M M M D 03'12'34" 354 C3 M I 352 M STA. 15+12.49, F.L. Lo to M M > M Lf 11.0 M d0' W M tb O 10 STA. 16+14.90, 15.00RT. O O M j P.R.C. j tt) M 2® to M ' to M M M I to M STA. 17+0 . OORT.! t� M t� M P.R.C. STA. 17+15.53, 1 0 M �- O t� M Oi .d- STA. 17+98.96, F.L. 0 M M M M M M M rM') M j '- J DINNEEN Y M W W j j MEN j z W Elmo to M Bpi t0 j j j j 0 j j > j W ME M W W O d^ m M W W W W W W W uj W j j J j J j Q> 0 W (n J J J J J J Lu J J W W Sj Y > �' W N N W ir�C W _j W J W W W J W M > W 001 01 m V' W j �+-� W W W W J J W J W W J W M LLj J W D_' m J W J W O J W w W W } W >-4 > W ME 0 AIN W W W W w �-' W "'t l' i W N I� W\ d0" aj M t7 J + Elm o� W 1101 > U > n ^ c0 c0 'o M 00 D' O M M O W M d K) W �. + + + + 0 + + + + J + _ '�' M 0 _ O O W M M II ^ L'.I tri rri O tp .- Oi M c00 I t� CO c0 to � p m n - 00 O) a0 Q M 00 ^ 1 O Z M tD N M W W W m N M O M Q, d O + + Oi U `- U U �' U J c00 + + + + + + + + + + + + + Q + 110 - • r 00 M ^O 1 O Zw JjW to .- r- 40 M-110110 + + + .- + r m 1W N m + \'+ a to + z �- m O' N (D 11" C+O O n m (rn J00 ci cv< v V �� 0' o+ c5 o+ + + + m + + -Z mZ + + 41 m N w J + I �t d d cis d Z 9m, to c� r¢ti to'100 m m' 06 cn a cn Lu cn N a W cn cd cn a cn n ro � N W �r U Q v Q Q d a d dd .- d o cn .- o ma J ry w -j c) .- W v d ci �v� o �c5 j� : -r Q >, Q U Q U mc~i> >'vri cri� a L,ivri �cri� Q omm IMPOSED Mir a N W r cn m r cn a rZ r� cn �' cn a N 1Q- � o w j� m a cn W m m in a m W of N n to EAS FLOWLIN Nimmummmout, S .40% a: crn cri� cd N U pr+jJ� L'.1 N 1110110110mmm =0. 5% AIN 5=044% m EAST OWUNE S = -0.25 % PR POSED ST FLOW -INE U ? FQ o w = 0.49 ROPOSE S = 0.25% ii S = 0.25% �' .- w� .- M o 0 to to M M ®C CENTERLINE Q M M rEXISTING > > OUND omi oi 0 CENTE LINE 362 7.5' 18' 18' � 360 jjj I 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' I 1 O Z 37.00' I o 352 p 350 358 348- M VARIES 1.5% VARIES 1.59 ' INEEMEN TO 3.59 I TO 3.59 PROPOSED �j MORE N SIDEWALK CONSTRUCT CATCH BASIN TYPE 'A" A. C. PAVING 356 PROPOSED CURB AGG. BASE PROPOSED CURB BASE PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE AND GUTTER OO COMPACTED SUBGRADE AND GUTTER ci - - p SECTION A SECTION 354 EXISTING SEWER LINE SCALE:1 "- 1 SCALE: 1" =10' 1 EXISTING TORM DRAIN MANHOLE AIN 352 STREET SECTION 39.09' Q VATS STREET) R/W 1 25.00' 39.45' 1 25.18' 4.5' 1 13.5' 12' 18' 1 24.82' 89'34'51" O 55.00' 81.81' 50.60' 00 350 O O) N M 348 85'13'30" t0 n M m I 10 05'11'39" M 360 16.70' M 358 M M M M I M M 356 1 13.50' 03'12'34" 354 STA. 14+39.69, F.L. I 352 STA. 15+06.61, 15.00RT. STA. 15+12.49, F.L. O> > j I �0d• 350 a' d0' 348 STA. 16+14.44, F.L. t� 10 11 Z) ID 12 13 14 �� lb I/ • 362 360 358 356 354 352 350 348 18 360 11 �-� 12 13 14 10 17 R/W 4.5' 7.5' 18' 18' � �000004F, jjj I 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' I 1 O Z 37.00' I o 352 p 350 I O 348- M VARIES 1.5% VARIES 1.59 ' INEEMEN TO 3.59 I TO 3.59 PROPOSED �j MORE N SIDEWALK CONSTRUCT CATCH BASIN TYPE 'A" A. C. PAVING �t PROPOSED CURB AGG. BASE PROPOSED CURB BASE PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE AND GUTTER OO COMPACTED SUBGRADE AND GUTTER ® - - p SECTION A SECTION s EXISTING SEWER LINE SCALE:1 "- 1 SCALE: 1" =10' 1 EXISTING TORM DRAIN MANHOLE AIN STIR SECTION STREET SECTION 39.09' Q VATS STREET) R/W 1 25.00' 39.45' 1 25.18' 4.5' 1 13.5' 12' 18' 1 24.82' 89'34'51" O 55.00' 81.81' 50.60' 00 O O O) N M M d' 85'13'30" t0 n M m I M 05'11'39" M th M M 16.70' M 01'59'05" M M M M I M M 27.00' 1 13.50' 03'12'34" STA. 14+35.43, 15.00RT. STA. 14+39.69, F.L. I P.R.C. STA. 15+06.61, 15.00RT. STA. 15+12.49, F.L. O> > j I �0d• STA. 15+20.44, F.L. a' d0' STA. 16+07.75, 12.00RT. STA. 16+14.44, F.L. t� P.R.C. STA. 16+14.90, 15.00RT. O O M j P.R.C. j j 2® > ' L j 2® B.C. STA. 17+0 . OORT.! STA. 17+18.31, F.L. ,� P.R.C. STA. 17+15.53, 1 STA. 17+26.26, F.L. 31 t� M M STA. 17+98.96, F.L. 0 M M M M M M M M rM') M j '- J DINNEEN W W W WILc) W W W W (= W MEN z o Elmo M Bpi t0 j j j j 0 j j > j W ME M W W W W m I W W W W W W W uj W o d J J J J 0 W (n J J J J J J Lu J J Y J W 'Al Y > �' W N N ir�C W j V- W W W M Q M W W WMEN W W W W W d W WI W M M Q'qD M N pOj O� O >-4 ME 0 AIN LQ CONINE J N I� t7 W st M + Elm o� 1101 > U > n ^ c0 c0 'o 00 ^ O m U d K) W U �. + + + + O + + + + + J + O W 1 Q J ^ ri tri rri O tp .- Oi W� cV I I tD CO c0 to co m n r n = 00 > tr) Z M tD N M W W W m N M O M Q, d O + + U `- U U �' U J + + + + + + + + + + + + + Q + 110 - • r ME -U .- r- 40 M-110110 .- U r CU .- U r- .- �- r m 1W N m r cn r r cn 41 m N a to r W z �- m O' N cri� o vri cri� oo n cri� L.i N m (rn v ci cv< v V �� 0' ti c5 �' v� v� FQ-�� :�� �rQ-:cv�o%FQ 4cd �� :Fvaoo0 41 I cis Z 9m, r¢ti m w <n 06 cn a cn Lu cn N a W cn cd cn a cn n ro � N W PROPOSE o cn w cn m o cn N C6 W omm IMPOSED Mir 0 S=1.% 0_-N S=-0.51-- _0.25 -0.25P, EAS FLOWLIN Nimmummmout, S .40% MEN -- - - MENE -- - 1110110110mmm =0. 5% AIN 5=044% m EAST OWUNE o ° r O 11 �-� 12 13 14 10 17 R/W 4.5' 7.5' 18' 18' � �000004F, jjj I 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' I 1 O Z 37.00' I o 352 p 350 I O 348- M VARIES 1.5% VARIES 1.59 ' 2�, TO 3.59 I TO 3.59 PROPOSED �j MORE N SIDEWALK CONSTRUCT CATCH BASIN TYPE 'A" A. C. PAVING �t PROPOSED CURB AGG. BASE PROPOSED CURB BASE PROPOSED CURB - AND GUTTER COMPACTED SUBGRADE AND GUTTER OO COMPACTED SUBGRADE AND GUTTER ® - - p SECTION A SECTION s EXISTING SEWER LINE SCALE:1 "- 1 SCALE: 1" =10' 1 EXISTING TORM DRAIN MANHOLE 45'34'23" STIR SECTION STREET SECTION 39.09' Q VATS STREET) R/W 1 25.00' 39.45' 1 25.18' 4.5' 1 13.5' 12' 18' Y LEGEND (CONT.): 360 13jjj 1 � �000004F, jjj z 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' I 354 o 37.00' I o 352 11 350 00 348- M VARIES 1.59 VARIES 1.59 ' 17! TO 3.59 ( TO 3.59 OPOSED �j MORE N SIDEWALKJ CONSTRUCT CATCH BASIN TYPE 'A" A.C. PAWNG �t PROPOSED CURB 01'40'43" AGG. BASE PROPOSED CURB - 000000 AND GUTTER M COMPACTED SUBGRADE AND GUTTER ® - - p EXISTING STORM DRAIN LINE SECTION s EXISTING SEWER LINE 2 SHEET WHERE SECTION IS SHOWN SCALE: 1" =10' 1 EXISTING TORM DRAIN MANHOLE 45'34'23" QS STREET SECTION 39.09' Q EXISTING SEWER CLEANOUT (PRIVATE STREET) 1 25.00' 39.45' 1 25.18' 90'25'09" ROV1510/J /- 7r"/ 4-1 APPRoY4FD $i- RoC 0Z A. Me-IN71.SH pA-rE R,C.E.3332Z, I^.�cP o6��a/ly- ��Vlslonl , �yQPt20YEb g�( MA1�Z►aN SHA+k/ C'li W A'rE R.Ii 32178 9�p :Iz/*j/ L 348 ----_i LEGEND (CONT.): 360 13jjj 358 -� jjj ITEM OF WORK - SEE SCHEDULE 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' 133.19' 354 61 37.00' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 352 11 350 00 348- M or,10 O O101 17! 4 4 co aN0 000 coo ,n' cOo �j AND STORM DRAIN PLANS N d CONSTRUCT CATCH BASIN TYPE 'A" N �t PER C.O.B. STD. D-14. 01'40'43" M EXISTING CATCH BASIN .- M 44'58'51" ® - - p EXISTING STORM DRAIN LINE 4.22' s EXISTING SEWER LINE 2 SHEET WHERE SECTION IS SHOWN 7.95' EXISTING TORM DRAIN MANHOLE 45'34'23" QS EXISTING SEWER MANHOLE 39.09' Q EXISTING SEWER CLEANOUT 11 1 25.00' 39.45' 1 25.18' 90'25'09" Q 1 25.00' 39.09' 1 24.82' 89'34'51" O 55.00' 81.81' 50.60' 00 O O O) N M M d' 85'13'30" t0 n M m I M 05'11'39" M th M M 16.70' M 01'59'05" M M M M I M M 27.00' 1 13.50' 03'12'34" STA. 14+35.43, 15.00RT. STA. 14+39.69, F.L. I P.R.C. STA. 15+06.61, 15.00RT. STA. 15+12.49, F.L. O> > j I �0d• STA. 15+20.44, F.L. a' d0' STA. 16+07.75, 12.00RT. STA. 16+14.44, F.L. t� P.R.C. STA. 16+14.90, 15.00RT. O O M j P.R.C. j j 2® > ' L j 2® B.C. STA. 17+0 . OORT.! STA. 17+18.31, F.L. ,� P.R.C. STA. 17+15.53, 1 STA. 17+26.26, F.L. 31 t� M M STA. 17+98.96, F.L. 0 M M M M M M M M rM') M j '- J W W W W WILc) W W W W (= W W z o M M tD t0 j j j j j j j j > j W LI)M M W W W W W W W W W W W W uj W o d J J J J 0 W (n J J J J J J Lu J J Y J W d. Y > �' W N N ir�C W j V- W W W M Q M W W W W W W W W W d W WI W M M Q'qD M N pOj O� O >-4 0 LQ J N I� t7 W st M + o� > U > n ^ c0 c0 'o 00 ^ O m U d K) W U �. + + + + O + + + + + J + O W 1 Q J ^ ri tri rri O tp .- Oi W� cV I I tD CO c0 to co m n r n = 00 > tr) Z M tD N M W W W m N M O M Q, d O + + U `- U U �' U J + + + + + + + + + + + + + Q + - • r ME -U .- r- 40 .- U r CU .- U r- .- �- r m 1W N m r cn r r cn 41 m N a to r W z �- m O' N cri� o vri cri� oo n cri� L.i N m (rn v ci cv< v V �� 0' ti c5 �' v� v� FQ-�� :�� �rQ-:cv�o%FQ 4cd �� :Fvaoo0 41 I cis Z r¢ti m w <n 06 cn a cn Lu cn N a W cn cd cn a cn n ro � N W PROPOSE o cn w cn m o cn N C6 W IMPOSED S=1.% 0_-N S=-0.51-- _0.25 -0.25P, EAS FLOWLIN S .40% -- - - -- - =0. 5% 5=044% m EAST OWUNE o ° r O ROPOSE XIS NG GRO NO �' .- w� .- M o 0 to to M M ®C CENTERLINE �1 M M > > omi oi 362 LEGEND (CONT.): 360 13jjj 358 -� jjj ITEM OF WORK - SEE SCHEDULE 356 -END "R5-1' - DO NOT ENTER W14-1* 162.40' 133.19' 354 61 37.00' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 352 11 350 W 348- W or,10 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 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 UNE 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. Q 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. -o- 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. -Gs- 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) 11 4'� 12 LEGEND (CONT.): R1-1 13jjj O CURVE NUMBER FOR CURVE DESCRIPTION -� jjj ITEM OF WORK - SEE SCHEDULE Q -END "R5-1' - DO NOT ENTER W14-1* 162.40' 133.19' "R26(CA)" - NO PARKING 'W14-1' - DEAD END a FLOWLINE STATION - SEE TABLE 37.00' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 5.52' 11 W W W W W W 4 4 4 4 4 4 AND STORM DRAIN PLANS N d CONSTRUCT CATCH BASIN TYPE 'A" N �t PER C.O.B. STD. D-14. 01'40'43" M EXISTING CATCH BASIN .- M 14 15 WWW LEGEND (CONT.): R1-1 Qaa1b O CURVE NUMBER FOR CURVE DESCRIPTION -� "R1-1" - STOP 'R6-1' -ONE WAY *�-2' -END SCHOOL ZONE • ' ITEM OF WORK - SEE SCHEDULE Q -END "R5-1' - DO NOT ENTER W14-1* 162.40' 133.19' "R26(CA)" - NO PARKING 'W14-1' - DEAD END a FLOWLINE STATION - SEE TABLE 37.00' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 5.52' 11 ,W14-2" W1-7" -DOUBLE ARROW 'R4-7" - KEEP RIGHT •W1-6" - SINGLE ARROW 'R81(CA)" NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 10.26' - BIKE LANE "W3-3" - SIGNAL AHEAD Wt -1' -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ® 10.00' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. - - p NEW STORM DRAIN LINE - REFER TO SEWER LEGEND (,CONT. LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O CURVE NUMBER FOR CURVE DESCRIPTION -� "R1-1" - STOP 'R6-1' -ONE WAY *�-2' -END SCHOOL ZONE • ' ITEM OF WORK - SEE SCHEDULE Q -END "R5-1' - DO NOT ENTER W14-1* 162.40' 133.19' "R26(CA)" - NO PARKING 'W14-1' - DEAD END a FLOWLINE STATION - SEE TABLE 37.00' "R3 -5R" - RIGHT TURN ONLY - NO OUTLET 5.52' 11 ,W14-2" W1-7" -DOUBLE ARROW 'R4-7" - KEEP RIGHT •W1-6" - SINGLE ARROW 'R81(CA)" NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 10.26' - BIKE LANE "W3-3" - SIGNAL AHEAD Wt -1' -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ® 10.00' PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. - - p NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 10.00' AND STORM DRAIN PLANS 4.12' t� CONSTRUCT CATCH BASIN TYPE 'A" SECTION DESIGNATION: 15.00 PER C.O.B. STD. D-14. 01'40'43" 7 EXISTING CATCH BASIN SECTION LETTER 4.14' 44'58'51" ® - - p EXISTING STORM DRAIN LINE 4.22' s EXISTING SEWER LINE 2 SHEET WHERE SECTION IS SHOWN 7.95' EXISTING TORM DRAIN MANHOLE 45'34'23" QS EXISTING SEWER MANHOLE 39.09' Q EXISTING SEWER CLEANOUT 11 TRACT BOUNDARY PHASE BOUNDARY 1/ all CONSTRUCTION NOTES: O 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. ® 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. © 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 ®REMOVE 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. 362 360 358 356 354 352 350 348 S I=1^ Sr 1D,4I2A"iE--- sweET P4. -Ii PF -R S?}I S uBS'TA N TA4L- C t>0 i=oft 4,,1 , 1✓OR ?RST 6L++B - UN75 g, 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. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. i LANDSCAPE AREA I MIN. 29 MAX. 4. 1 R/W P/ 12' VARIES 4.5' 10' 1 I LANDSCAPE LANDSCAPE A EA AREA I 29 MIN. 2% MIN. 2% MAX. 4. 1 MAX. 4. 1 PROPOSED SIDEWALK NOTES. BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 307.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 Q 78.00' 162.40' 133.19' 119'17'25" 2Q 37.00' 10.95' 5.52' 11 3Q 518.00' 10.26' 5.13' 01'08'04" ® 10.00' 8.09' 4.28' 46'22'23" 50 10.00' 7.82' 4.12' 44'47'02" © 512.00' 15.00 1 7.50' 01'40'43" 7 10.00' 7.85' 4.14' 44'58'51" ® 10.00' 7.99' 4.22' 45'46'22" 901 10.00' 7.95' 4.20' 45'34'23" .9 1 25.00' 39.09' 24.82' 89'3451" 11 1 25.00' 39.45' 1 25.18' 90'25'09" Q 1 25.00' 39.09' 1 24.82' 89'34'51" 1® 55.00' 81.81' 50.60' 85"13'30" 1® 37.00' 55.04' 34.04' 85'13'30" 1® 500.00' 45.33' 22.68' 05'11'39" 2® 482.00' 16.70' 8.35' 01'59'05" 1 2.00' 27.00' 1 13.50' 03'12'34" S I=1^ Sr 1D,4I2A"iE--- sweET P4. -Ii PF -R S?}I S uBS'TA N TA4L- C t>0 i=oft 4,,1 , 1✓OR ?RST 6L++B - UN75 g, 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. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. i LANDSCAPE AREA I MIN. 29 MAX. 4. 1 R/W P/ 12' VARIES 4.5' 10' 1 I LANDSCAPE LANDSCAPE A EA AREA I 29 MIN. 2% MIN. 2% MAX. 4. 1 MAX. 4. 1 PROPOSED SIDEWALK NOTES. BRICK AREAS PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 307.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. 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. 04-.Z'3��5 UP /r -7 Omy 7 Al,, )j- I >_ ��IGni d) 0 '� o M 0 N 00rn D - co rn o O Zaf I c O z z Imo. I a -1 o J Q LLI W U 11) � _j Wq o LL. o V) N IY m Y m 8 m a � 6 d U i mNo� STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION 1� 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. 30 UNIT BOUNDARY STA. 11+39.00, 14.51 STA. 11+40.59, F.L. ® P.R.C. STA. 11+45.45, 12.00LT. STA. 11+47.85, F.L. 5� P.R.C. STA. 11+60.10, 12.00LT. STA. 11+62.85, F.L. ® P.R.C. STA. 11+66.96, 14.98LT. STA. 11+70.70, F.L. 70 P.R.C. STA. 14+12.28, 15.00LT. STA. 14+17.65, F.L. STA. 14+19.42, 12.00LT. STA. 14+25.60, F.L. 9[] B.C. STA. 14+34.42, 12.00LT. STA. 14+40.60, F.L. 1� P.R.C. STA. 14+41.56, 15.00LT. STA. 14+48.55, F.L. 11 P.R.C. STA. 16+87.28, 15.01 STA. 16+95.88, F.L. 1© E.C. STA. 16+94.42, 12.01 STA. 17+03.83, F.L. 1® B.C. STA. 17+09.42, 12.00LT. STA. 17+18.83, F.L. 1® P.R.C. STA. 17+16.56, 15.00LT. STA. 17+26.78, F.L. 1® P.R.C. STA. 12+26.60, 15.00RT. STA. 12+25.78, F.L. 1® E.C. STA. 12+33.74, 12.00RT. STA. 12+33.73, F.L. 11 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. 1® P.R.C. STA. 14+06.15, 15.00RT. STA. 14+08.79, F.L. 2® 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. 2� > STA. 15+13.75, 12.00RT. STA. 15+20.44, F.L. B.C. STA. 16+07.75, 12.00RT. STA. 16+14.44, F.L. 2® P.R.C. STA. 16+14.90, 15.00RT. STA. 16+22.39, F.L. 2® P.R.C. "Ill16+86.25, 15.00RT. STA. 16+95.36, F.L. 2® E.C. STA. 39, 12.00RT. STA. 17+03.31, F.L. 2® B.C. STA. 17+0 . OORT.! STA. 17+18.31, F.L. P.R.C. STA. 17+15.53, 1 STA. 17+26.26, F.L. 31 P.R.C. STA. 17+86.62, 15.00R. STA. 17+98.96, F.L. ® E.C. STA. 17+93.76, 12.00RT. 18+06.91, F.L. 3© ® UNIT BOUNDARY UNIT BOUNDARY STA. 11+39.00, C.L. STA. 17+00.89, C.L. - - 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. 04-.Z'3��5 UP /r -7 Omy 7 Al,, )j- I >_ ��IGni d) 0 '� o M 0 N 00rn D - co rn o O Zaf I c O z z Imo. I a -1 o J Q LLI W U 11) � _j Wq o LL. o V) N IY m Y m 8 m a � 6 d U i mNo� In z N Z v1 > O Y W CJ (n U Z a z o o d 00 . W ir�C 0 o� N N �LL • r UV J H c�5 z Luo 0) -5111, �-, � < W aTo J mated 0 Q� �gx:�0 I- Ir W ~ NWCO..i �'+ U oJv CD 0 W 0 �omLjj 1-o �3 Z 0) �0 �Q ' _j -j �3 � a M J N m o a' J + Lp U F- X . 8" SE`N) N00'5521"E 280.01 BRICK PAVERS - SEE NOTES 9 AT RIGHT i H Ir I LLi aC) ' 0 0 O w II o3 + Q O L p Lri I Lr c6 ww 30 6 ' = U L.: W (,o J J w �� L� J.J J f J vv J + Lp U F- X . 8" SE`N) N00'5521"E 280.01 BRICK PAVERS - SEE NOTES 9 AT RIGHT i H Ir LLJ{ V) ' Z 0 0 N W Z O CD O Lri I Lr S JJ QO U L.: W O O Lp ON THIS MANHOLE J pJ + N 3 + -1 + W LAJ U Soo 00 m 00 m W p 00 z_ Cs O7 J n if UNIT p0 o ' z �c d d o 1^ Z O ci v~i _ Ln. C-iL (% N (-4'v) Ln J + Lp U F- X . 8" SE`N) N00'5521"E 280.01 BRICK PAVERS - SEE NOTES 9 AT RIGHT i H Ir 9 ' �' 0 0 N W N 50.00' W O _j F JJV) JJ JJ U L.: W U Li C.i Li ON THIS MANHOLE - - D pJ Lo -7VW) o Ln x h0 1 0- Lr rj (.6W o L� LD 00 z_ O O7 J n if UNIT p0 00 m m LY J J -i J J J J LL- La- 5 H QFH m Z O U Li Li L.� ZW f -H V) V) M (n (n m (n (n (3 � ' EX. STROM DRAIN EASEMENT �> y/� CONSTRUCT M PL W 1� PER DOC. NO. 0206001828, UN A j a p o DATED 01/04/2006, 0. R. UNIT it O O IIII II `a VVVV /1 aW Z + J J J L '��a ' QJ/13 0 1 2 CONSTRUCT NEW o ( Ln oli N co 00 ao AC PAVING PER NOTE 2 ap a J -j J J J J J O -1 J J Q F- J _..1 }■■, J J J J J .J J J J J LL. LL. Z > W W Lr W T J -I -1 J _..1 J J 5 , LL La I 1 C3 w V) 00 La. Li d L� LJ- C3 Li LL C3 Li L.L- L,- L� l Lr Lf) Ln Lo Ln Z J .nig } W LL U LL L� Ly } f� } } 3I } Q �o Q z10 u)�Q ��wi ^,s �� �� 11 X110 Y� �{ 9 I z, { CO } { i _� } Q `- J { Q Q m _ Lo } I h O � N �' ao ' N vi Q .a J + +( sh Q O p 0 LD Ln CD o0 (D CA 0 } 1 W -1- -}- �' + +{ W + + + W W + p G �"� Lf) Z L1) LD QLD h 00 O M Q (D Q h Q ('-' tO h h Q > 0 �0 �'-+ 0 Cnl > O p W ++J(/� +j({O ^ + + O ++ w + ++ + ++ W + + W + + 3 + m ++ + moi` + , O { x{{ N N Q NNQw iN N N m NN N NN �N NN > N N� > N N N W NN N > N I Cpi"") F- F- F Q U QQ�d Q O .Q Q QQ p Q QQ IQ QQ O Q QI p Q p p R' (� V) v) C V) N( C•3L V) ! - N F-' F- O W 1~ W X H t` Z (- H V H F- H U F- F- F- F 1 ¢ Q Q Q I O Q 1 j Nf 71 r_% V) Z w (� V) N o Ln N m V)V) n La V) (� Ln ()I CS V) Ln{I � v> 0 vv)iv~i V) (--4j P/L 1 =4__ 1- 1 i EURO N I EX. STORM DRAIN MANHOLE s 29+00- -0 9 12 J � II - PLA( PER SEE SEWER AND STORM 1. 50.00' I 1" = 5' VERTICAL VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED =/11JV 4tT311W1i1Mi rv1F� J p r r►/jl O _j F DRAIN PLAN FOR DETAIL I I N N U O ON THIS MANHOLE - - D pJ M I i x � 2 16 II P L C-6 EXISTING CATCH BASIN I I I , OX II II W if UNIT 7 J JO LY J J -i J J J J LL- La- 00 °° 7 06 m Z O U Li Li L.� ZW 06 6 UV- wOf 5 J J -1 J U LZ .--j Y --I .J _j J J _j J J Li Li Q U Li Li U Li L>_ L� LL j Y O p) W p) lY M O 0 .-d• O I LAI O O hN N' N hr_ NN00 W Q n °O Q O W to p) w N 06 Lp %-' d' of < d: 3 v er ly-+ d+' d+ W NN _ -1104 Ln (r I+n L i > N NNFr Lr) W) i al ,n coo ¢� o �f� p p N NN N N N U NLn C31 V)1In FQ- Ci' V) I FQQ B.C. I C•i V) Ent L4 (n mmLY+I+, pp w n V) Lai V)V)Li 20+00.22, 15.00RT. Lo C31 L~n If Uj > J Qa w z fi �> Q w CD J n 4� a6 3 w J -j -1 J J _j J J La. CJ Li U C3 Li LLcdcd a C) 4'q Li C41I [p j4LoNaOpW3rnp3 mmm1pn N -U.) LD W (o WI NNNW:> N N:?! N p Z w w aIQ dd - ddC)¢1¢p d co LD V)V, c:, E'n V,) L)o C,nE'n C -.)j L,n I I PA E..: - - _ - 19+00- EX. - f SEWER 20+04 -t-- S m 21+0 -�- 9 EX. 8" SEWER CO BRICK oc PAVERS- _ 77T- _ _ - -22+0 23+0 E NOTES AT RIGHT 4 0Q 9 4 1 9 9 �o I �ti EX. 24 KA N T - C - or - _ y - -I 65.82'- - - - - - _.T _. - i- 7+0( g i 9 9 9 1 T Ln °D o -- a - -_-180'55 21 "€ -� - - - _ - - - - - i EX. 30' vR?Fd - =28001 9-- 25+0 u - 6 5 9 - / s _ 2 P/L f 1' 61 _ 2 N U �+Qia 00 1c I I IJ J J) Q J J O tL L. 3I 5 }' C7 ILL- um La_ I LL L!_ W La. J J JI J ? 00 rn ; d L` ( 1 O II L.LJ. LJi tIo 1 9 N II II 3 II fl Lri II II v II d l Lil W wl v 11 II �� �. .� I F_ W Lo) F_ rn � Lo co N +' Li In ,+) N cv N LV I= � Ln Ln I- / _ ? rn { II J II T II kI _ I LP r; LD pj o _- o o �( �'� • "�) P/L - Lr �� XI Lp - tr - L6 > o Lx I m > L A > L p o Ln Ln Ln m Lr r h h N f, .. II 11 1 p I � x o o LY QLD Cl 0 0 ¢ d' Ln Q h p r) Q '"� cD } of >- pi o o �- EN r` >- o o rn , f > Lr II 4" w x o o p 3 a o 3� 3 p) oo Q ¢ o o N o 0 0 , I~ I I N oli lo, w p) 0O o f aD > o I (� W o + ao w + 3+ + 3+ oo °° N Q Ln OCi I I 4 z' it I Q mo o an d d o 0 0 o z 6 w Q + + + + + O N r7 Q �: ao p tY (III i t 5 - L V) > �." N N N > N (V I • L" _w > N N W N N I N NI r) L" )I W n 5' I~{ Ir = O O I o 06 L)o ou N 5'- 18' t!I I� � Q aI Lr Q I¢ C Q ¢f O UW '-! p C3 L., Lr N N tY N JJ I JJ `i J II y�l 5'iI WQ� 18'; 18' Er { N N N > N V LL U Li I I 18', 18 N O I h x J J J p J -.1 J J O Z _ Ir t t �{- V� f- h- UL.. H (.?tl ~ H ~ Z J f- H }. p Q Q O Q Q Ul.l. Q VLa.. O Q Q p Q M I ' II Qm ,n -LJ J -L -'-) 1$' ;1 $' 3D 3D' IV) (�V) V)1 (�V) I N LSV) (!)� ^pLaJ-j �fn (Y NN F- N H W L- f- 1 H W JJ JJ 31 N U� (JLC V� V� I Lo = d ^ o co Lo ai U) o) v ¢ Ln Ln (� in Ln � Ln Lr o o Ln o (cI Ln V) (�' V) ai c�i �i t ' J U CONEFLOVI�R h o w m Ln L o Q J o= ai m w m rs m d h h 30' 30 ,`. _� c3 L� Li I d o 0 0 60i ao Lr 30' 30'I n O N G3 r7 tp n Ln m r7 LL_ p Z tD �� Op U N ri LL1 00 = O 00 N O N F- Lb OLD Lr) h p DRIVE 25 ++ + 26 ++ ++ 27 28 = ++ N m NN 14 15 u 16 �M � m �' �+ ++ ++ TRUMPETVINE PLACE ++ r')Ln ooO 3 OLo p)L`7 NO d'N 0000 N N N Q Q Q + + + + + + + + BOTTLEBRUSH DRIVE N Lri ,;,_ d.,, 0000 0p) p)O) NN Q DIY 29 F- CCD NN NN 1 NN NN SEE SHEET 5 JJ d -Lo ++ LoL Low LD LD o(o SEE SHEET 6 17 ci(3 ++ NN NN NN SEE SHEET 4 .- - .- � .- � UNIT U Q Q 0 L1 �Z Q H \ .� .�. ct N N C3 ..:e --:i U --i -;e CJ QQ QQ NV)zn O NLo C3 IQ -1d- Id-FQ- U QQ V QQ Z NN NN QQ C3 C3 QQ (mj' QQ F- F-- U U I- V) I- H O O O Q Q 4i Ln N LLJ V) Ln (Ii (n Ln LJ (% L~n `� 1 m L o W LTi V) V) m (nV) (Tl N N Ln p U �, F- H V Lnp U FQ-� V IQ -H m V) V) W V) En m V)V) m Ln Ln WHITE ALDER AVENUE zoW� "WNN UNIT 32 STA. 18+00.00, C.L. TO STA. 29+00.00 C.L. C -V Env) (PRIVATE STREET) 364 SCALE: 1" = 50' HORIZONTAL 362 360 358 356 354 352 350 348 346 362 28+00- -- 9 s 29+00- -0 9 12 J � II - PLA( PER II 1. 50.00' I 1" = 5' VERTICAL VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED =/11JV 4tT311W1i1Mi rv1F� J p r r►/jl O _j F E �t I I N N U O > X O - - D pJ M I i x � 2 16 II P L C-6 EXISTING CATCH BASIN I I I , OX JJ IY OQ W 5 J J J J Z W U w ---' LY J J -i J = J J LL- La- Li W Q L, �` NN m Z O U Li Li L.� ZW V) Uti UV- wOf J -j S� N .j LV F -JO r__ 04 d' WEU LLJ W t7 000 OD VU dl 2 Qp �I d-p>HaO OQr�J3�W++n IO �O r -'t LOD Lo Ln C6 mor W00 N LL) Ld L�pE STA. cli vi ++ � ++ UQX��QhMf 00 p) La)m O4 Z + UNITS 8& hr_ NN00 r- r- O NN m 0000 X NN pW rl w Or) J 0 ++ O+ rl- 00 OD LLJ N V)W'UNN m QW0000 W 0 0 J L~nv) Laj N N m N�> m ZZQ N Ln LY=NN N N =NN j W LLLd W J W} m W m� OIQ- HIp FWLUi1W In IQ-- {`j( ZZQ QQ pHFQ-I FQQ B.C. Fd- LnI C•i V) Ent L4 (n mmLY+I+, V3 V)�WQM j) V) Ln w Qom~ 20+00.22, 15.00RT. 1 ® 1 STA. pj > I > W > > W I 22+53.09, 12.00RT. STA. 22+72.70, F.L. ®7 --L 28+00- -- 9 s 29+00- -0 9 12 R1-1 71 2 I - PLA( PER "Rt -1" - STOP "R6-1" -ONE WAY "55-2" -END SCHOOL ZONE 1. 50.00' I 1" = 5' VERTICAL VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED =/11JV 4tT311W1i1Mi rv1F� J p r r►/jl I 25.00' 39.45' 25.18' E �t I I N N I M d• i sF Ln Ln u7 I st �F Ln Lt) u� r'} - - D 5 . 00' VERTICAL CURVE( O jI LD I ^ I , LL•) L!') M I i x � 2 10x w II P L II EXISTING CATCH BASIN I I I , ELI r EXISTING SEWER LINE 5TI� 5 CD N MANCE °°p17�o� EXISTING SEWER CLEANOUT w h J -.j J -j As +a) J-� Q ~ Ww'- LD w N J I ULi UG.. UV- wOf J -j S� N ' J u J ® �O OpOi Q t7 000 OD VU Uw LLJu w C3 L, w V) 00 P.R.C. STA. C) Ln LD Z N LL) Ld Olo I STA. cli vi ++ � ++ r4 L0 ZV) ++ 00 p) La)m O4 Z + UNITS 8& hr_ NN00 r- r- O NN m 0000 X NN pW LV Lo z0f ++ J� Or) J 0 ++ p Ln Lh Ml Q¢ QQ 43 Z Z IQ--fQ- \U 00 U NN S = N CN 4J L~nv) Laj NN O V) V) (jQ QIQ- I— V) < (~/) J W J -rl W W 19+70.94, 15.DORT, j W LLLd W J W} m W m� NV) MW Ennm Q EX. STRRM DRAIN EASEMENT PER DOC. NO. 0206001828, LDATED 01/04/2006, O.R. j �. 21 22 LEGEND (CONT. R1-1 SEE SEP RATE TREE - PLA( PER "Rt -1" - STOP "R6-1" -ONE WAY "55-2" -END SCHOOL ZONE 1. 50.00' I 1" = 5' VERTICAL VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED =/11JV 4tT311W1i1Mi rv1F� J p r r►/jl I 25.00' 39.45' 25.18' E �t I I N N I M d• i sF Ln Ln u7 I st �F Ln Lt) u� r'} - - D 5 . 00' VERTICAL CURVE( O jI LD I ^ I , LL•) L!') M I i j ( ? I I I i I j: O 1`F st I Ln i mi>, Lo - - o r) I ! ; rn <: I oo ' p p tD EXISTING CATCH BASIN I I I , EXISTING STORM DRAIN LINE r EXISTING SEWER LINE 5TI� 5 STAt�T�,AL MANCE Cl) EXISTING SEWER CLEANOUT - _ h j o �I 0 9 ©2 I N O STA. I STA. 25+58.25, F.L. 3 o-- Ln STA. 28+25.89, 18.00LT. STA. 28+43.39, F.L. ® 1±]- > > 1 �f� j > > 28+35.14, 18.00LT. i Y j P.R.C. STA. 28+42.28, 15.00LT. STA. 28+60.59, F.L. L.1 LA --i ?X__{_ L� r� �, ; �, oW Lo I 1 g W ~- j STA. V) I I !TRACT i 6448E UNITS 8& 10 II ® P.R.C. m d M O pi! p Ln Lh Ml O p O, Ln Ll) M Ln M I --- 1 I I ®0 r') L>.I� STA. 18+94.90, 15.00RT. STA. 19+08.86, F.L. r7 I > > W W J Y' J J d W W I W J W J -rl W W 19+70.94, 15.DORT, j W LLLd W J W} m W W -I W ^ S STA. 19+78.08, 12.00RT. ( i W ' _ZIQJ j j i> Wo QO j W 1 UI W III W W , Q' SIH -� J I J J i J H J = J w_. B.C. STA. W I STA. 20+09.46, F.L. j(i P.R.C. STA. 20+00.22, 15.00RT. 1 ® 1 STA. pj > I > W > > W I 22+53.09, 12.00RT. STA. 22+72.70, F.L. ®7 --L STA. 22+68.09, 12.00RT. L j m p Ln , O p'") O O N STA. i N P.R.C. STA. 23+51.63, 15.00RT. '0 N I W (:`1 ®0 E.C. w N , STA. 23+81.62, F.L. 61 I STA. I 1 ®2 P.R.C. J w > ,> J. J w; LL z- J > _ J w L,a J W J -L w w J W I i 25+56.48, 15.00 T. STA. 25+81.75, F.L. ® W _ STA. 25+63.62, 12.00RT. d- o m 1 I Lai pi Lri I o N 1 L) _ r'")j o Lo Ln L° i STA. N O N i Q I m LD + i P.R.C. STA. 1 i lA d• �i� d• d- W Q r> >iw Lo cD Ln Ln Ln d w N ori v;Q + o 00 ri ; �< (�nyi I _ c0 LD Q W O (I I y I --1 i z J+ Op ---i---- 26+31.64, 15.00RT. ( t ® I I , STA. 26+38.78, 12.00RT. I ®9 Lh Ii.l p) 4O, -. N I ¢ Ln J{' J O W r'3 i O N N I -L- 'ch Z' O +- O + r LD d'i 0D + + O O Ln N O N + + + I N..r I M + N (( i STA. 27+70.04, F.L. 71 W m+ W h Lh N I �"j� I I m + s d- N C]- ___L„.._W Ln to Ln C7 N N i N U I 1 Q Q U LY Q; U U ( F F-- H Ln to N N N U Q �( Q m U� 28+43.00, 12.00RT. I co LD I ftJ N V N U > Q I Q H • U N Q I) > F- . W V) s3j ( {{{# STA. 28+58.00, 12.00RT. ? _ a I + W a w+ N , N + LX) Q W a0 z 0 Vh N OCJ (70 s (70 O m W m ! J+ m'N iLY N N m Z' Q U , N lY t N = iIN U Q UO I I 3 STA. 28+65.15, 15.00RT. Q Q I I 55 E.C. STA. 28+72.29, 18.00RT. STA. 29+06.45, F.L. I i ? 21+51.52, C.L. N U i mU S '1--{z N� mtN Jln V ■ > Q d Lr a w (n; o (n Lo N v (n d N CV CV U Q U;Q m Q �i Ln m; v: a Ln cT { IU Q illi (~i) - p Q ?� Q�i I I Q �. ( I I m V) Z I i 0 Z - Z rn m;Q +I m d L,) Lai; (nm v) o: In LmQ to (n I I i PROPOSED WEST FLOVLINE z- !I LiLI I of Of S=04 0. 7 " Sr 0,25%' I I 1 I --- O� �- - i -0.2% ---(-n I ! =^ 0�44 O O i .3%8 .} ' I EXISTING! ®CENE' G/RN D; co I,- 1 1- 1 i I I ztt 18 19 20 21 22 23 24 25 26 27 2A 29 31 II � f;w0 to Irn� o360 VAi tn- U-)wo j ' f1 W w358 W- w F , f I W�U w I Z I Co ( I > J I w I J J I IW Z W ( ? uj)I oa �j Q r I I w } U b o I �i I I I Q':h� ,� 356 c z to p vwi I m+ Y ¢-LNn _-.- W..k n���u j I w (- - -f --! i;+ (wn 1 I j o i 1 J + m +I 00 I ¢J�j lo Oi {fji tY W O lY d• I i ? I { m cr 'j { Ucli LLJO__i I O_ I m'F ��+ I i ' m Cst.+j m NI I I I i ��N ~ N 1 I I J O 1 354 Q Q Q - ¢. 52. Lo. z )j J' v~i v~i j r� Ln (? N a d I ~' d u N ? f m N z; i- Q j Q 352 -- -- � �' ( ROPOSED cENTEaLN�- I - - - i - I - - - -F I i I m_ V I f-- �- - E i I � i I � I i i I - I --� - t-_1-------�---F---�-----�---I---�---�---=r---I---�------�---�---I---I---i----I-- -- � �._ ' 350 - --------- -- 350 -- - _ --_--- - - -i-_- �� I I- I EXISTING GROUND I i I I E 11- ! 0 (CENTERLINE30 I 346 - 18 19 20 21 22 23 24 25 26 27 28 29 362 ff -- [ I CURVE v cnoN �+uuw I ( ( ` -r -- -r 4 W � I I . 1 1 ( u 1� i ho ^ Ln �+ j N o Lb o rn rn ! ii 360 - -� I ` ? ��--- I I { N LLQ h I _ ( ,n - Lk j Ln o { d=- --F �°') UT tn' im-' r'') LrLf1'3. -' T'�._-7_. lo - [D d -t Ln ' N I N N I N J O p 0 C)) 0 h C3 h I 0 i N dV M M dl !h h 07 00 N r7 I M r) M M t L"� jj , W j , I"r Q I o O ; O O, O I O 1 0 4 Oi m I � I j 0 i f O O L j if) u7 I ; ,h Ln Ln Ln Ln Ln Lo i Ln 1r o 0 0 o LLT oL0 Lr) 1�} LI) I j > 0 qn j j ,.'' j Q j j j >t> j W W Lu j� w 0 LTU pr) ! N) I p ri n F'J 0 Lo N..) . 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Oi 1p co Ln I Ln d+ 41 - d' d- ' LT O W p) I Q Ln m m h h h LL) Ih CD cD L}7 W W-- J J ) W N 1 In 11'J M 'I' + ' + + ' + + + + I + 1,1 h ' h ice(• h O OD p W + i m0 Z' 7 _O W W ! p Q cp 00 i LD d'; CA I� Ln I 0 Z w>� OCI I p 0 O i.�. 1 J J i f 1 _ t _ Lp� LD i Z OD" m qJ OD p0 m U W W I N N m N W= N I N (1J N N N I _ Lp d' y'V I� I,n �Ln � Lp L'% 00 p) + Ln i In LD i (D LD [D N N N t p) + i + + + + [ -} + + I O J j O 0 m to LD A� ao i O Q "tD + + + E J+ I �. h 00 O N W i to Z LD W h (7D N N I N N N N �yy N ( N 354 1 ' + •--I CV Q [V 1'm� [V Q I N �i- + + + iN I + + I I d' d' F- U F- i F f- F-- V m im (i:' 0-^ U 0O m I [D m [A O p) SY Q 4 <5.. Q -.C2. C,? (% 0 0 o i -p- ow o + I "' ``) a c� a' �Q_�iu _ c3 (3 a U 0K tY m i U^ Q ' J U N 2V N j. N U (Y I, m (n d to laJ to m N la N W m V) (lw N W N ~ Q U Q C3 V I Q Q y U U m CDU E-' j \ (. U Lr a Lil (n m Ln +w LO LJ In (n LL L1�~W VJ I O (n m� v) a [n w Gym (n a [n Lai (n Q L- I o f U I FQ ¢ �t d � c3 d d d I d W d I- a w � d �c (.i c3 I- (? < v IQ- j I H E- � H F-- > " C9 = + V) > H Z I-- J U Q (Y'y' Q C.3 ?Q (3 Q Q C3 U ¢ m F¢-- IU F•-- U H- Q r i LaJ V) LXl W m 4i V) mi V) a- V) Cn m U1 Q!- (!3 4.1 m V) a (!) LLJ to I I F- ♦- F- H 1-- IF- Lal m N m Vp d N Lil V) ? i ' J t S = I 352 I I `' oo (n_ ' ¢ L, i v) o v) w m v) 4 Ln w qn oo cn Ln LLi ao r(n n v) Ila i (n m Lr) 0 - jU 5 w - -036 -_ _ --- - _ i , W I i S- i > I I , i ,. a � I �$o.s4% s=o 1% - -i % L I _ I -0.51 % s S C� (n z 1 - S = 0.26% I ao m I - - - -i - - - - _ -- ---- -- -------- -- _ _I -D.25% I i � I-Ol,,s � 350 - -- - -�! _ ----- _ h a Lp _ 1 La i = - 36. .=�-0.25% ! L { S 0. 2% _ '`� b CO �_rJ o I -� _ } L° I XISTING GROUND S % Ln ;Ln Ln 4 0 0, - S' - -0.25% I j 1 S 854 th m Lo n i > I > CENTER4 rn -- T - �)'� L`' - i ( INE _ I LOWLINE Ln tri Ln i I ' o !o o � •� � � � � PROP05ED EAST � 1 } r7 iM FO J Ln Lo; Ll') t , o W W W F- > 7 I i Q I I __ _ M L� ( k t -�L.. 1--.--L>Li >> I I J J J J W J'fi7 f J'J JI wW�w ? I I 1 Z� ! I wWw bl www i I I aaa `baa I I } } I Ld a is uj a w w, w j I I 1 ' I I a -C3 a a i 346 � \� 344 18 19 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. TDP 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.Q.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. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. u}- 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) 20 21 22 LEGEND (CONT. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 10.00' 7.95' 4.20' "Rt -1" - STOP "R6-1" -ONE WAY "55-2" -END SCHOOL ZONE C.L. STATION "R5-1" - DO NOT ENTER "W31(CA)" -END 89'34'51" "R26(CA)" - NO PARKING "W14-1" -DEAD END 25.00' 39.45' 25.18' "R3 -5R" - RIGHT TURN ONLY"W14-2" - NO OUTLET STA. 21+94.12, F.L. "R4-7" - KEEP RIGHT "Wl-7 - DOUBLE ARROW E.C. "RB1(CA)" - BIKE LANE "W1-6" - SINGLE ARROW 21+89.42, 12.00LT. 'W3-3" - SIGNAL AHEAD "W1-1" - CURVE ARROW - - D NEW STORM DRAIN LINE - REFER TO SEWER STA. AND STORM DRAIN PLANS STA. 22+17.07, F.L. CONSTRUCT CATCH BASIN TYPE "A" P.R.C. PER C.O.B. STD. D-14. 22+11.56, 15.00LT. EXISTING CATCH BASIN - - C EXISTING STORM DRAIN LINE s EXISTING SEWER LINE ®0 EXISTING TORM DRAIN MANHOLE ' EXISTING SEWER MANHOLE Cl) EXISTING SEWER CLEANOUT TRACT BOUNDARY LLL PHASE BOUNDARY 23 24 LEGEND (CONT.) O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1n 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 25 26 27 CONSTRUC110N NOTES: O 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 O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. ® SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. INSTALL W31(CA) SIGN O 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. © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. NEW SEWER LINE, SEWER MANHOLE AND SEWER CLEANOUT - SEE SEWER �J AND STORM DRAIN PLANS REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. j� 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 10. 28 29 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. 15 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. 362 360 358 356 354 352 350 348 346 362 360 358 356 354 352 350 348 346 344 364 362 360 358 356 354 352 350 348 346 I N OTE& BRICK 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 REF. NO. 10.00' 7.95' 4.20' 45'34'23" C.L. STATION 25.00' 39.09' 24.82' 89'34'51" 11 25.00' 39.45' 25.18' 90'2509" APPROVED BY: R.C.E. 33322 EXP. 06/30/14 APPROVED BY: MAA IAN SHAW C. E. IV R.C.E. 32178 EXP. 12/31/14 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 MA SEWER CLEANOUT TO FINISHED GRADE. U )AuJ el SER STATIONING TABLE b� REF. NO. DESCRIPTION Ln () n M W C.L. STATION F.L. STATION ®5 P.R.C. STA. 21+82.28, 15.00LT. STA. 21+94.12, F.L. © E.C. STA. 21+89.42, 12.00LT. STA. 22+02.07, F.L. ®7 B.C. STA. 22+04.42, 12.00LT. STA. 22+17.07, F.L. ® P.R.C. STA. 22+11.56, 15.00LT. STA. 22+25.02, F.L. ® P.R.C. STA. 25+12.27, 15.00LT. STA. 25+27.35, F.L. ®0 E.C. STA. 25+19.42, 12.00LT. STA. 25+35.30, F.L. 41 B.C. STA. 25+34.42, 12.00LT. STA. 25+50.30, F.L. ©2 P.R.C. STA. 25+41.56, 15.00LT. STA. 25+58.25, F.L. 3 UNIT BOUNDARY STA. 28+25.89, 18.00LT. STA. 28+43.39, F.L. ® B.C. STA. 28+35.14, 18.00LT. STA. 28+52.64, F.L. ®5 P.R.C. STA. 28+42.28, 15.00LT. STA. 28+60.59, F.L. ® E.C. STA. 28+49.42, 12.00LT. STA. 28+68.54, F.L. B.C. STA. 28+64.42, 12.00LT. STA. 28+83.54, F.L. ® P.R.C. STA. 28+71.56, 15.00LT. STA. 28+91.49, F.L. Q B.C. STA. 18+87.76, 12.00RT. STA. 19+00.91, F.L. ®0 P.R.C. STA. 18+94.90, 15.00RT. STA. 19+08.86, F.L. 51 P.R.C. STA. 19+70.94, 15.DORT, STA. 19+86.51, F.L. ®2 E.C. STA. 19+78.08, 12.00RT. STA. 19+94.46, F.L. 33 B.C. STA. 19+93.08, 12.00RT. STA. 20+09.46, F.L. ® P.R.C. STA. 20+00.22, 15.00RT. STA. 20+17.41, F.L. ® P.R.G. STA. 22+45.95, 15.ODRT. STA. 22+64.75, F.L. ® E.C. STA. 22+53.09, 12.00RT. STA. 22+72.70, F.L. ®7 B.C. STA. 22+68.09, 12.00RT. STA. 22+87.70, F.L. ® P.R.C. STA. 22+75.23, 15.00RT. STA. 22+95.65, F.L. P.R.C. STA. 23+51.63, 15.00RT. STA. 23+73.67, F.L. ®0 E.C. STA. 23+58.77, 12.00RT. STA. 23+81.62, F.L. 61 B.C. STA. 24+52.78, 12.00RT. STA. 24+75.62, F.L. ®2 P.R.C. STA. 24+59.92, 15.00RT. STA. 24+83.57, F.L. ®3 P.R.C. STA. 25+56.48, 15.00 T. STA. 25+81.75, F.L. ® E.C. STA. 25+63.62, 12.00RT. STA. 25+89.70, F.L. ®5 B.C. STA. 25+78.62, 12.00RT. STA. 26+04.70, F.L. ® P.R.C. STA. 25+85.76, 15.00RT. STA. 26+12.65, F.L. ©7 P.R.C. STA. 26+31.64, 15.00RT. STA. 26+60.14, F.L. ® E.C. STA. 26+38.78, 12.00RT. STA. 26+68.09, F.L. ®9 B.C. STA. 27+32.78, 12.00RT. STA. 27+62.09, F.L. Vol P.R.C. STA. 27+39.92, 15.00RT. STA. 27+70.04, F.L. 71 P.R.C. STA. 28+35.86, 15.00RT. STA. 28+67.60, F.L. E.C. STA. 28+43.00, 12.00RT. STA. 28+75.55, F.L. Q3 B.C. STA. 28+58.00, 12.00RT. STA. 28+90.55, F.L. ® P.R.C. STA. 28+65.15, 15.00RT. STA. 28+98.50, F.L. 55 E.C. STA. 28+72.29, 18.00RT. STA. 29+06.45, F.L. 76 UNIT BOUNDARY STA. 21+51.52, C.L. - ©7 UNIT BOUNDARY STA. 28+25.89, C.L. - APPROVED BY: R.C.E. 33322 EXP. 06/30/14 APPROVED BY: MAA IAN SHAW C. E. IV R.C.E. 32178 EXP. 12/31/14 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 MA SEWER CLEANOUT TO FINISHED GRADE. 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TO STA. 32+47.73 C.L. �� (PRIVATE STREET) MM SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Lt' `nw NOTE: ROUGH GRADING HAS BEEN PERFORMED 364 362 360 358 356 354 352 350 348 28 362 360 358 356 354 352 350 348 19 30 31 32 33 Y LANDSCAPE AREA I LANDSCAPE 00 VER FICAL DELTA 9 AREA 7.95' I 4534'23" W Lu Z ? 25.00' 3 I I W O_ 89'34'51" N r7 W I Q O 90'25'09" r) I� CURVE O O O �` 10.00' n 4.12' 27 00 29' 9.27' 4.63' 01'01'30" TO 3.57 l TO J. 5y. 37.00' 10.95' 5.52' 16'57'27" j 78.00' 164.06' 136.51' 120'30'47" ® W W 11.27' O M ® M 15.00' to M 01'40'43" U) M O 65.16' I Lo M �o 10.00' 7.81' 4.12' 44'44'07" © 10.00' Lo M 4.29' 46'25'22" ® 488.00' 15.00' 7.50' 01'45'40" �9 Lu 7.45' 3.72' 00'53'08" j J 37.00' C5 o 87'04'20" � 500.00' cr 0 Cl n � 13'46'02" ® N M 52.26' 87'04'20" Lo w -j M W W SIDEWALK W j w W w W i O r7 La O M t0 d EXISTING TORM DRAIN MANHOLE AND GUTTER BASE COMPACTED SUBGRADE � w -�U 00 O M O u to O 00 O _ .. _ TRACT BOUNDARY co O Z Ln t1) M �.'� M tf) M N to r7 i.'') _ �- X O W to , � ton 1. tc) Lo �LLJ n NO - M M W J w W J W W M I- O D! r7 p r) W (O UJ j j j > toM > J W j j W W LaJ j W w O6 L6 N > w w w w U -) w w W W U J (n W W J�J W Q J W W w W W W W W Q m N OOx Z Z W W �' WWW � W N PROPOSED O" 0 �' m N _ O (n CO I� O O h•� _J J O - to W W O) _- 00 _- 00 0) CV O U-) r7 + + i- 00 -� w C)Z cD + + 1) 5 + + tf) + + --!W- N + O + + UJX CL W+ tr J M + + + cli ,J-� �"') ,.� • �� N N CJ N J N + + 'F' + I I O O N J O r'') r7 - r7 U U V Q CJ U F7 W' O_ U� LJ (n F_ 0_ m 0_ F N U W DOf-4 1' N i- Quo v j NOf ci�U a W F- N a (� d to o N o cn w Q H F mcn Q H . la- U Q U Q I- F-- O_ N D_ (n W (n WQm(j Q U I- 0o cn U W N m ! ; w � (3 i w > °' ''' m M i-LLJ "' cn�o uj V) �, D to o to _ - = -- -- - - =--- S = - 38% :n ® ENTERLI E = 0.26 _ o - - --------- EXIS NG GRO ND S = 26% - - - - - - � - _ - -- - ------ - - -- S= 1.05 -- I>- _' S=1 7% L ---- --- I I 1 --_-- _-- -- EXIS G WEST FL WLIN --- ' 28 362 360 358 356 354 352 350 348 19 30 31 32 33 28 29 30 362 360 358 356 354 352 350 348 31 32 33 Y LANDSCAPE AREA I LANDSCAPE Y TANGENT DELTA 9 AREA 7.95' I 4534'23" W Lu Z ? 25.00' 3 I I W O_ 89'34'51" N r7 W I Q O 90'25'09" r) I� 518.00' O O O �` 10.00' n 4.12' 27 00 29' 9.27' 4.63' 01'01'30" TO 3.57 l TO J. 5y. 37.00' 10.95' 5.52' 16'57'27" © 78.00' 164.06' 136.51' 120'30'47" ® W W 11.27' O M ® M 15.00' to M 01'40'43" U) M O 65.16' - Lo M © 10.00' 7.81' 4.12' 44'44'07" © 10.00' Lo M 4.29' 46'25'22" ® 488.00' 15.00' 7.50' 01'45'40" �9 Lu 7.45' 3.72' 00'53'08" j J 37.00' C5 o 87'04'20" 31 500.00' o 0 Cl n � 13'46'02" ® 55.00' M 52.26' 87'04'20" Lo w -j M W W SIDEWALK W j w W w W i O r7 La O M t0 d EXISTING TORM DRAIN MANHOLE AND GUTTER BASE COMPACTED SUBGRADE � w M M (n(� ,,� _ .. _ TRACT BOUNDARY j Z j _ M N Lu L i _ �- 1. Lo Y <W n NO - > > W J w W J W W Z O D! C,4 W (O UJ W W p ,,7 J toM J W J W w J W W J W W L6 O6 L6 N w w w w U -) W W U QQ W Z Q W Q O Q U Q m N " �' �' � C4 N PROPOSED CE RLINE d- �' m (n CO I� O O h•� O O to W W ch 0) CV O U-) + + i- 00 6 N Z 1) N) <1- tf) (0 w Lj 0 CEN RLINE �� + O + + 28 29 30 362 360 358 356 354 352 350 348 31 32 33 28 19 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 UNE 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. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -a- 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) f 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 R/W R/ 4.5' 1 7.5' 18' 18' 7.5' 1 4.5' Y LANDSCAPE AREA I LANDSCAPE Y TANGENT DELTA 9 AREA 7.95' I 4534'23" W Lu Z ? 25.00' 3 I I W O_ 89'34'51" N r7 W I Q O 90'25'09" r) I� 518.00' O O O �` 10.00' n 4.12' 27 00 29' 9.27' 4.63' 01'01'30" TO 3.57 l TO J. 5y. 37.00' 10.95' 5.52' 16'57'27" © 78.00' 164.06' 136.51' 120'30'47" ® 37.00' 11.27' O ^ ® 512.00' 15.00' `_ 01'40'43" Q O 65.16' - 07'44'44" © 10.00' 7.81' 4.12' 44'44'07" © 10.00' 8.10' 4.29' 46'25'22" ® 488.00' 15.00' 7.50' 01'45'40" �9 482.00' 7.45' 3.72' 00'53'08" O� 37.00' C5 o 87'04'20" 31 500.00' o 0 Cl n � 13'46'02" ® 55.00' M 52.26' 87'04'20" Lo EXISTING CATCH BASIN M ----D- PROPOSED SIDEWALK j EXISTING SEWER LINE W w W i O r7 O r7 O M t0 d EXISTING TORM DRAIN MANHOLE AND GUTTER BASE COMPACTED SUBGRADE � M M M Ln ,,� _ .. _ TRACT BOUNDARY j j j M Lu L i 1. j j - > > W J w W J W W W W W W Ibi . W w W W p O J W J W J W w J W W J W W L6 O6 L6 N w w w w U -) W W w W CVC4 O d- C4 i•7 d- 00 CO I� O O h•� O O to W W ch 0) CV O U-) + + i- 00 6 N Z 1) N) <1- tf) (0 w w �� + O + + + + M r7 M + cli • N N CJ N J t+ + + 'F' + I I O O r7 O+ M r7 r'') r7 - r7 U U Q F7 W' O_ U� LJ (n F_ 0_ m 0_ F N U W � U (n F- N N a N d NOf ci�U a W U Q U V Q Q H U Q H Q H . la- U Q U Q I- F-- O_ N D_ (n W (n Q U I- 0o cn U W N m ! ; w � (3 i w > °' ''' m a i-LLJ "' ao cn a �, D to o to :n EXIS NG GRO ND - - - - - - � - _ - -- - ------ - - -- S= 1.05 -- I>- _' S=1 7% --- ---- --- -- ---- -- -- -- - - -- --- --_-- _-- -- -_- _ -- --_- = 5 -------- --- S = -0. 6� - --- - -- - - --- S = 0.25 74 C)t, Lo O WO J CJ Mun M r7 r7 28 19 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 UNE 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. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -a- 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) f 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 R/W R/ 4.5' 1 7.5' 18' 18' 7.5' 1 4.5' Y LANDSCAPE AREA I LANDSCAPE Y TANGENT DELTA 9 AREA 7.95' I 4534'23" W Lu Z ? 25.00' 3 I I W O_ 89'34'51" 11 25.00' W I Q 25.18' 90'25'09" 18 518.00' 71.29' 35.70' 07'53'06" �` 10.00' 7.82' 4.12' 27 VARIES 1.5X VARIES 1.5X I 29' 9.27' 4.63' 01'01'30" TO 3.57 l TO J. 5y. 37.00' 10.95' P/L VARIES R/W 12' 0'-±25' i 4.5' 1 LANDSCAPE AREA MIN. 29 MAX. 4. 1 PROPOSED SIDEWALK _ PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R/W 4.5' 1 7.5' LANDSCAPE I LANDSCAPE I AREA I AREA I Lu ? ? 1 O_ 3 p � p 1 p L( VARIES 1.59 I ARIES 2% 1.59 L` _ TO J. TO J. 59 _ 27 PRA GG. BA SE EXIS77NG EX OPOSED A.C. PAVING SIDEWALK AND GUTTERRB COMPACTED SUBGRADE AND GUTTER RB SECTION n SCALE:1 "=10' `U6 STREET SECTION (PRIVATE STREET) R/W 18' 22 CURVE TABLE � CURVE RADIUS LENGTH TANGENT DELTA 9 10.00' 7.95' 4.20' 4534'23" 10 25.00' 39.09' 24.82' 89'34'51" 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' 44'47'02" Q 518.00' 9.27' 4.63' 01'01'30" 21 37.00' 10.95' 5.52' 16'57'27" © 78.00' 164.06' 136.51' 120'30'47" ® 37.00' 11.27' 5.68' 17'26'41" ® 512.00' 15.00' 7.50' 01'40'43" Q 482.00' 65.16' 32.63' 07'44'44" © 10.00' 7.81' 4.12' 44'44'07" © 10.00' 8.10' 4.29' 46'25'22" ® 488.00' 15.00' 7.50' 01'45'40" �9 482.00' 7.45' 3.72' 00'53'08" ®0 37.00' 56.23' 35.16' 87'04'20" 31 500.00' 120.14' 60.36' 13'46'02" ® 55.00' 83.58' 52.26' 87'04'20" P/L VARIES R/W 12' 0'-±25' i 4.5' 1 LANDSCAPE AREA MIN. 29 MAX. 4. 1 PROPOSED SIDEWALK _ PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R/W 4.5' 1 7.5' LANDSCAPE I LANDSCAPE I AREA I AREA I Lu ? ? 1 O_ 3 p � p 1 p L( VARIES 1.59 I ARIES 2% 1.59 L` _ TO J. TO J. 59 _ 27 PRA GG. BA SE EXIS77NG EX OPOSED A.C. PAVING SIDEWALK AND GUTTERRB COMPACTED SUBGRADE AND GUTTER RB SECTION n SCALE:1 "=10' `U6 STREET SECTION (PRIVATE STREET) R/W 18' 22 Lu J 1 � 30 J_j REF. NO. R/W C.L. STATION F.L. STATION z E.C. R/W 4.5' I O LANDSCAPE AREA EX. BLOCK J Lc 13.5' 4.5' STA. 31+31.99, F.L. WALL P.R.C. VARIES 1.59 VARIES 1.59 STA. 31+39.81, F.L. ® LANDSCAPE STA. 31+29.21, 12.00LT. TO 3.59 I TO 3.59 81 AREA STA. 31+36.05, 14.95LT. �-- ® - M/N. 2X 1 ® P.R.C. MAX. 4. 1 STA. 32+53.11, F.L. A. C. PAVING B.C. -EXISTING CURB G. BASE STA. 29+38.67, F.L. AND GUTTER COMPACTED SUBGRADE AND GUTTERRB J I Lu SECTION E z E.C. SCALE:1 "-10' 16 STA. 29+54.57, F.L. 2 STREET SECTION STA. 30+12.79, 12.00RT. I (PRIVATE STREET) P.R.C. Lu J J � 30 J_j REF. NO. R/W C.L. STATION F.L. STATION 7® E.C. R/W 4.5' 7.5' 18' 12' 7® 13.5' 4.5' STA. 31+31.99, F.L. LANDSCAPE P.R.C. STA. 31+14.56, 12.00LT. STA. 31+39.81, F.L. ® LANDSCAPE STA. 31+29.21, 12.00LT. STA. 31+54.81, F.L. 81 AREA STA. 31+36.05, 14.95LT. I ® AREA STA. 31+43.08, 18.00LT. 1 ® P.R.C. STA. 32+24.98, 19.61LT. STA. 32+53.11, F.L. ® B.C. STA. 29+04.51, 18.00RT. STA. 29+38.67, F.L. ® P.R.C. J I Lu STA. 29+46.62, F.L. z E.C. STA. 29+18.79, 12.00RT. STA. 29+54.57, F.L. 2 B.C. STA. 30+12.79, 12.00RT. I W P.R.C. STA. 30+19.93, 15.00RT. STA. 30+56.52, F.L. ® 31�10 STA. 31+06.73, 15.05RT. W ® P.C.C. STA. 31+14.20, 12.00RT. STA. 31+50.34, F.L. 91 P.C.C. STA. 31+29.57, 12.00RT. STA. 31+65.34, F.L. 9® P.R.C. L` STA. 31+73.44, F.L. "W3-3" -SIGNAL AHEAD `Wi-1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 29 - - VARIES1.5X 5� X I VARIES 5�� 2X AND STORM DRAIN PLANS t� CONSTRUCT CATCH BASIN TYPE "A' SECTION DESIGNATION: PER C.O.B. STD. D-14. EXISTING CATCH BASIN PROPOSED ----D- PROPOSED SIDEWALK A. C. PA VING EXISTING SEWER LINE 2 SIDEWALK PROPOSED CURB AGG. SHEET WHERE SECTION IS SHOWN PROPOSED CURB d EXISTING TORM DRAIN MANHOLE AND GUTTER BASE COMPACTED SUBGRADE SG AND GUTTER N 0 Lu J J STATIONING TABLE 30 J_j REF. NO. DESCRIPTION C.L. STATION F.L. STATION 7® E.C. STA. 28+72.29, 18.00RT. STA. 29+06.45, F.L. 7© UNIT BOUNDARY STA. 28+25.89, C.L. - 7® P.R.C. STA. 31+07.72, 14.951 T. STA. 31+31.99, F.L. 7® 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. 81 P.R.C. STA. 31+36.05, 14.95LT. STA. 31+62.63, F.L. ® P.C.C. STA. 31+43.08, 18.00LT. STA. 31+70.72, F.L. ® P.R.C. STA. 32+24.98, 19.61LT. STA. 32+53.11, F.L. ® B.C. STA. 29+04.51, 18.00RT. STA. 29+38.67, F.L. ® P.R.C. STA. 29+11.65, 15.00RT. STA. 29+46.62, F.L. ® E.C. STA. 29+18.79, 12.00RT. STA. 29+54.57, F.L. ® B.C. STA. 30+12.79, 12.00RT. STA. 30+48.57, F.L. ® P.R.C. STA. 30+19.93, 15.00RT. STA. 30+56.52, F.L. ® P.R.C. STA. 31+06.73, 15.05RT. STA. 31+42.24, F.L. ® P.C.C. STA. 31+14.20, 12.00RT. STA. 31+50.34, F.L. 91 P.C.C. STA. 31+29.57, 12.00RT. STA. 31+65.34, F.L. 9® P.R.C. STA. 31+37.04, 15.05RT. STA. 31+73.44, F.L. Lu J J J 30 J_j � i 31 32 33 w ,� w w w w LQ I aaa I AREA aaa 29 I � Y I I I O 1 Y I W W Q J I -j Ln �S � I I W LEGEND (CONT.): LEGEND (CONT.) Rt -1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP Ol CURVE NUMBER FOR CURVE DESCRIPTION "R6-1" -ONE WAY ��-2" -END SCHOOL ZONE "R5-1" - DO NOT ENTER "W31(CA)" - END ® ITEM OF WORK - SEE SCHEDULE `R26(CA)' - NO PARKING "W14-1" -DEAD END � FLOWL.INE STATION - SEE TABLE "R3 -5R" - RIGHT TURN ONLY „W14-2" - NO OUTLET "R4-7" - KEEP RIGHT - DOUBLE ARROW NOTE: W ,Wl-7 "R81(CA)" -BIKE LANE Wt -6" -SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT "W3-3" -SIGNAL AHEAD `Wi-1" - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. - - NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. AND STORM DRAIN PLANS t� CONSTRUCT CATCH BASIN TYPE "A' SECTION DESIGNATION: PER C.O.B. STD. D-14. EXISTING CATCH BASIN SECTION LETTER ----D- EXISTING STORM DRAIN LINE s EXISTING SEWER LINE 2 SHEET WHERE SECTION IS SHOWN d EXISTING TORM DRAIN MANHOLE SG EXISTING SEWER MANHOLE N 0 (=} EXISTING SEWER CLEANOUT _ .. _ TRACT BOUNDARY - - - - - - - - - PHASE BOUNDARY SECTION SCALE: 1"= 10' M6% STREET SECTION (PRIVATE STREET) SIDEWALK R/W 4.5' I 1J-5' 1 LANDSCAPE i AREA AREA LANDSCAPE J 3 LANDSCAPE LQ I 1 I I AREA I 29 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER 18' R/W 7.5' 4.5' I LANDSCAPE AREA Y Lu J Lu I VARIES �.5� I VARIES 1.5% 2y TO 3.59 PROPOSED A.C. PAVING SIDEWALK AGG. BASE COMPACTED SUBGRADE PROPOSED CURB AND GUTTER SECTION B SCALE:1 "=10' 1 STREET SECTION (PRIVATE STREET) R/W R/ 4.5' 7.5' 18' 18' 7.5' 4.5' Y LA AREA PE I LANDSCAPE AREA J I W I Lu 3 1 I Lu Z ? Lu 1 I O h EX. PAVEMENT - I - EX. PAVEMENT _ 2X ---------------� - PROPOSED PROPOSED SIDEWALK EXlS77NG CURB EXIS77NG CURB SIDEWALK AND GUTTER AND GUTTER SECTION D SCALE:1 "=10' 1 STREET SECTION (PRIVATE STREET) R/W R/W 4.5' 7.5' 18' 12' 13.5' 4.5' LANDSCAPE i AREA Y W Z I Z W I p I LANDSCAPE AREA p 1 I 2X L` VARIES 1.59 I VARIES 1.57 L` 290 ' TO 3.59 TO 3.59 PROPOSED PROPOSE SIDEWALK A. C. PAVING EXISTING CURB SIDEWALK AGG. BASE EXISTING CURB COMPACTED SUBGRADE AND GUTTER AND GUTTER SECTION F SCALE:1 "=10' 1 STREET SECTION (PRIVATE STREET) RR W PA VARIES VARIES /W 12' 18' 18' 22 IV- A/ f23'-.125' 0'-f25' I1 1 LANDSCAPE AREA 4.5 LANDSCAPE AREA ' Z 3' LANDSCAPE AREA EX. BLOCK o I o 2}g Lc VARIES 1.5X I VARIES 1.59 WALL TO3.57 TO 3.530 MIN. 29 MIN. 2X MIN. 2% MAX. 4.1 MAX. 4. 1 MAX. 4: 1 PROPOSED A. C. PA VING SIDEWALK ffPROPOSEDCURB AGG. BASE AND PROPOSED GU7TER URB AND GUTTER COMPACTED SUBGRADE SECTION,J SCALE:1 "=10' 16 STREET SECTION (PRIVATE STREET) , w I 13.5' , 12' 12' , 13.5' R/W R/W 4.5 4.5' 13 5' 12' 18' 7 5' 4 5' ty F L LANDSCAPE I LANDSCAPE AREA AREA LANDSCAPE LANDSCAPE I I AREA I AREA i I I � Y I I I O 1 Y I W W Q J I -j Ln �S � I I W ? ? W 1 O O n 29 L` VARIES 1.57 i VARIES 1.59 L` 2% TO 3.57 TO 3.59 A. C. PA VING PROPOSED PROPOSED AGG. BASE PROPOSED SIDEWALK CURB AND GUTTER COMPACTED SUBGRADE CURB AND GUTTER SECTION H SCALE:1 "=10' 1 STREET SECTION (PRIVATE STREET) CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 20 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A. O 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. 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. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN 15 MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. ©_ 3 Q O p 65 29 L` VARIES 1.57 i VARIES 1.59 L` 2% TO 3.57 TO 3.59 - .9111 PROPOSED PROPOSED SIDEWALK A. C. PAVING SIDEWALK PROPOSED CURB AGG EXIS77NG CURB AND GUTTER COMPACTED SUBGRADE BASE AND GUTTER SECTION K SCALE:1 "=10' 16 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 I SEWER CLEANOUT TO FINISHED GRADE. 64 m o rn z O Ln W G W 0 U 0 uj Q 0 N 0