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HomeMy WebLinkAbout1.1-6448 12 Record DrawingA.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS iN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BENDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MiX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WiTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. iF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER, SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MiX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON- -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE iS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHAL BE PLACED ALONG THE TRANSVERSE DROP -- -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER.. OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D- 2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967, 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 CONTRACTOR'S EXPENSE. ' THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET' FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE 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% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. LEGEND-. ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE FL 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 SAW CUT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER •Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SiGN PER C.O.B. STD. T -1. I -<"• .FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C,O.B. STANDARD OR APPROVED EQUAL. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CiTY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 ST-11, ST -13, ST -14, ST -19, D -14, D -16, T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' 0. G.. O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.Q.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED O EXISTING 5. 0 INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 -<>-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. -E INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST--1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POiNT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK, 106 ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 - 2600. MOUNTED ON POSTS 12. WARNING/REGULATORY SIGNS- SiGN PANELS SHALL BE MOU D WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SiGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR F ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (*GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE iN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 16 . ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. INDEX OF SHEETS. UNIT 9 SHEET ILTlE 479 10 TITLE SHEET 489 1 2. YELLOW LUPINE WAY 612 CURB AND GUTTER STA. 12 +96.74 TO STA 21 +41.04 30 PALE LILAC LANE 4500 SIDEWALK STA,. 10 +49.86 TO STA 11 +40.64 4. SCOTCH BROOM WAY 6 STANDARD STREET NAME SIGNS STA. 10 +00.00 TO STA 11+40.00 5800 LUMEN STREET LIGHTS STREET CROSS SECTIONS AND DETAILS LEGEND NT. -49 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) R1 -1 I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: --a "R1 -1" - STOP "R6 -1" -ONE WAY "55 -2" -END SCHOOL ZONE "R5-1" - DO NOT ENTER "W31 (CA)" -END "R26(CA " - NO PARKING "� 4 -1 " -DEAD END " � W14 -2 - NO OUTLET "R3 -5R -- RIGHT TURN ONLY "Wl _7" - DOUBLE ARROW "R4 -7 KEEP RIGHT "WI-6" - SINGLE ARROW R81(CA) -BIKE LANE "W3 -3" - SIGNAL AHEAD "W1 -1" -CURVE ARROW CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. l �. 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Em 1 I i 1 4 I e � �� � i i i ? ? _ _. .... ! i i I r' � { j ! 6 '. ._ _ ______­__,____A - i __,___.._.._.,._..��.....__. _,._._____„r._.__.._ -.i t /> �." i I __ i �_. .... _.�_ "'3 C.; Tf I I j �' 1,1 i ? « r - !' i �, j/1�� -- TIRA�T N�. 7 CO' 11 ._.- ......._...., -__' r._...,.._,... ...,... __ ._....,_..... ....-...._._ /" ......_..,. -.. �.,y��r�, ...,.,.... _.•....._...i.,_...,_.,........ -rot ��•'"V�� 2 2 � : l ! #■ �C}RIVE _l_r I UNIT -; ", ,..._�. CONEFLOWER ;� 1 . 4' ., ", t- MAP B�r �9 1 i f f 1_______l___l_ 4 1 1 .. I ( I �. i 4 I i } t ! i < I i{ f f P Bt 11( 71�11�v ;��j S i ..7 i i ! ,� ' ,. - ` i I I j I 1 i _y r'i n r"j � L"'; L-• T ! } )i 1 : 1- i 1 _i p i i i t 1 1 1 } � I j ',. i d #, _ y v_,. - i ' ! y t i i i i 1 I i i j i i 1 i 1 i t i'• �Y I i t i 1 1 I i i t ; i ` ;.. I t 4TH I Iltz I ANTIIAL s r i i _ ._ ___ .._ w_.. _ m m w " _ rf r ynw � „�.M Nw.- _eMr-prw•� 4+�re•••+�_ -ww_.. n _._... { .. __w.__, _m __ ! I 11 j i I s j i; i I "O`1 C(At Q%MCE - L.s 6 5 4 3 2 1 i f =, I v I r -; I i f i I ,� 1 1 1 1 ;_._.�..____._ „- __ __w__ .._ __- f , _ E A 0 ` " T _ 1 f l I _ ` i { i t ! rA ` _. _ �/ _ ..._.,_..__L -._ r_ .,W M.,_i ... .. ' - - r �w � ,w ±!-fir a• sM ur u r ar n aea'er '� 9 W CHECKERBLOOM ' DRIVE _ TRACT No. 7202-UNIT `' I �� & I Z C�2 NiT 1 • _ _ .._. _,_._..... .._ .. ._...•_. { 10 Z --- _r ,. --MAP BCC. 54, PCSr 132 -1331 .,._�.._- -T- ...,_..._,,.. ( r , W I I - 11 _ GRADED ? i t t q 1 ! L.S. 28 29 30 31 " 1 ; I y:� ( `�' I Ci. ' f ' I ' � � ; �� � � � c 1t -11 I ,A � ___._...__ I 11 1.'pe t/� 1 I ; �.1 m , I 1 i j p 0 I 1 - } i !weer i 1 ! ! 1 - _ ,,, ! 4 saw= _! -_ -_ - - - F - - - - men= � ; 12 1 1 10 L.S. I j I I_. _. 1 Lo 26 25 24 23 22 I x` f ? i j 3 E- r i ! i... 13 1 i } ,� ! ; _ - I LOT 1 1 i { ffi BE CH ' 1 1 I E 3 -- - - ,.__ .�..:.. � _•__ ' . _.�. __ _� _ ASTER I I DR VE j ) I I , 1-1 14 h' } 9 1 '�'� $ W I --,/ r i Q 1 ACT No. -UNIT 9 0 i _l i, 11 10 _ _ _. _W_ 4 _ _..,.. MAP . 59 P5.145 -146 ,_. _..- f , M_ __.._ _ ,, 15 I { r i , I^ ~\ 1 i i , 1 I i ( ? ; we les r•>wt �e�r alts •s{ L.S. 17 18 19 20 21 ; ,� I I �' I € , I .t j z i } w << } ;'� }... t 16 _ � : , �# i I LOT , ! i 1 i 31t I 11 �-1 I I I ! :3 ___ __nr ., 1, 6 - 1 1 1 1 1 I L.J. Lq 2 r I : Lo 5 4 3 2 1 1800 2 3 4 5 6 7 8 9 10 11 L.S. < _ `' ft LIN 1 T 11 LoT -� _ - I I - � , _l_ - _ 8 YELLOW LUPINE DRIVE F � _ i /'� UNIT 1 J �.I r . f. 1 m 9 � ; 10 11 12 13 14 15 @ 24 23 22 21 20 19 18 17 16 15 14 13 12 L.S. � ' �- Lor Q r ! KEY MAP SCALE: 1"-200' 3 DENOTES SHEET NUMBER FOR STREET - - a NEW STORM DRAIN LiNE -REFER TO SEWER AND STORM DRAIN PLANS . _..- ... -.._ ,.-I....,- . _. ;.; - EXISTING STORM DRAIN LINE ___ _..____ _. -_• - __.__ -• EXISTING SEWER LINE �� w r �� m = �■ = a r. TRACT BOUNDARY - - ■- - - - - - - - PHASE BOUNDARY 1 CURVE NUMBER FOR CURVE DESCRIPTION . (j> ITEM OF WORK - SEE SCHEDULE 11 FLOWLINE STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS T4 BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICA11ON PTH- 02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. SE�lON DESIGNATION.: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN CROSS VALLEY CANAL LIST OF MATERIALS. ITEM UNIT UNIT 9 .A.C. PAVING TONS 479 CL. 11 AGG. BASE CUYD 489 SUBGRADE PREPARATION CUYD 612 CURB AND GUTTER LF 2112 DRIVEWAYS SQFT 4500 SIDEWALK SQFT 8784 HANDICAP RAMPS EA 6 STANDARD STREET NAME SIGNS EA. 3 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 4 SAW CUT LF 52 1 „ DOMES 1 6 CONC. LOCAL STREET � LENGTH LF 1 1075 TYPICAL CATCH BASIN LOCATION AT CURB RETURN 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 1 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 ANO SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLAN AND ANY ERRORS, OMISSIONS, OR I ATIONS OF THOSE O IN A CES, ST RDS ,p, ND DESIGN CR IA SHALL BE CORRE D DU LNG C STR CT�N. / 3-t?--wi� 1__ ( 1/t/ 1�� I/ �� _-, APPROVE BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-- 30--14 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 BY: RAUL M. ROJAS vo . *10 REVIEWED BY: PUBLIC WORKS DIRECTOR _ -'-- R.C.E. 39880 EXP. 12-31-13 3 y ASSISTANT PUBLIC WORKS DIRECTOR C� DATE Lm REVIEWED BY: ,*0 ��'���"- 3/2Z//3 TRAFFIC ENGINEER �.�� 0 .Z\�* .... 1110�� N.T.S. , A? � CN q- "%% "A 2.1 12" WIDE BENCHMARK: GROOVED BORDER TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD S/� PLANTER AND CULIACAN AVENUE. �` .qll AREA 1 -'� ; )_. ELEVATION = 356.34 PER CITY BENCHMARK BOOK - a' o r � � r s ' c' �' � r } "`� FOR TRACT 4708 �i ,' l 2' �;. �.� {,.i i.� 3 , �. , C , �' `' i ", E., fiI -i � t- ,� ,t j�?C5 ') � .� ti �, r-, C r + j p�.. `.' f°T \.., •'� +.� �� ss..i U. `. ,T f may. �.., p.� 11 �, X ,.y "" y ry^�`�� 1 \ 1 \ i .. -•1 t 4' //�^ w.r 1 1..1 ._ l,l C�1i y PLANTER ,.4: �{ ..,� ..' ., , t .,. 1*1 4 - ,. AREA {> r� ,. , t , z r., s,_ , � '' v i ,► �� ` 6 CONC. RETAINING CURB CURB TRUNCATED „ DOMES 1 6 CONC. CURB fi $$ H AN [ C k R Ai P D ETAI L A PER CALTRANS STD. PLANS A88A CASE E N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 1 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 ANO SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLAN AND ANY ERRORS, OMISSIONS, OR I ATIONS OF THOSE O IN A CES, ST RDS ,p, ND DESIGN CR IA SHALL BE CORRE D DU LNG C STR CT�N. / 3-t?--wi� 1__ ( 1/t/ 1�� I/ �� _-, APPROVE BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-- 30--14 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 BY: RAUL M. ROJAS vo . *10 REVIEWED BY: PUBLIC WORKS DIRECTOR _ -'-- R.C.E. 39880 EXP. 12-31-13 3 y ASSISTANT PUBLIC WORKS DIRECTOR C� DATE Lm REVIEWED BY: ,*0 ��'���"- 3/2Z//3 TRAFFIC ENGINEER �.�� 0 .Z\�* .... 1110�� * ., , A? � CN q- "%% "A 2.1 V6 > owwo %.lz- 6 I I z 8 0(44 P k 1Ir"%iKI1-ry ► A A n N.T.S. I.& - RECO� '­,-%� - Al ­ � - I I � 't � .4 1 "� � -90-, Y 1. � ` , . if, i` M /I - ( aqqy�_I� e lJ it I LOT o 0 #9 N `� 1 ++ ++ +� NO m M-Ir Now It ` ! W W En in �. -.. It,g _ ..... .... ... _ ...... . ......._ wa \ \�,� 11 +00 2 2 12 +00 10 Z � \ .,o . II CO od 10 tsu: J J I Lo L� 12 1 14 15NNw�ww M M a cno' a � v .. * W. am v~ic~n c"� +�+ oo m z 9o� �` N V h�J N I m cn (FUTURE) 362 360 358 356 354 352 350 348 346 10 SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL ii EXIST. UTILITY LINES c� �¢ � 1 TO BE REMOVED AND m cry RELOCATED RELOCATED BY OTHERS 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. II, o_ v� popp N A +CV cn 0-. n CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106 -107 362 360 358 356 354, 352 350 10 11 12 13 14 15 16 17 18 19 20 21 �. 362 360 358 356 354 352 350 348 10 11 12 13 14 15 16 17 18 19 20 21 362 360 358 356 354 352 350 STATIONING TABLE REF. NO. DESC. C.L. STATION F.L. STATION I P.R.C. STA. 13 +50.95, 15.00LT. STA. 13 +54.99, F.L. ]2 E.C. STA. 13 +58.09, 12.00LT. STA. 13 +62.94, F.L. 3C] B.C. STA. 14 +52.09, 12.00LT. STA. 14 +56.94, F.L. Q P.R.C. STA. 14 +59.231 15.00LT. STA. 14 +64.89, F.L. 5� P.R.C. STA. 16 +65.459 15.00LT. STA. 16 +72.729 F.L. E.C. STA. 16 +72.591 12.00LT. STA. 16 +80.679 F.L. ]7 B.C. STA. 16 +87.59, 12.00LT. STA. 16 +95.67, F.L. P.R.0 STA. 16 +94.739 15.00LT. STA. 17 +03.62, F.L. Q P.R.0 STA. 19+05.451 15.00LT. STA. 19+15.95t F.L. E.C. STA. 19 +12.59, 12.00LT. STA. 19 +23.909 F.L. 1 B.C. STA. 19 +27.599 12.00LT. STA. 19 +38.90, F.L. n12 P.R.C. STA. 19 +34.73, 15.00LT. STA. 19 +46.85, F.L. 1� P.R.C. STA. 16 +22.109 15.00RT. STA. 16 +26.169 F.L. 1� E.C. STA. 16 +29.241 124ORT. STA. 16 +34.119 F.L. 15 B.C. STA. 16 +44.241 12.00RT. STA. 16 +49.119 F.L. Q P.R.C. STA. 16 +51.38, 15.00RT. STA. 16 +57.06, F.L. 17 P.R.C. STA. 18 +62.10, 15.00RT. STA. 18 +69.41, F.L. 1[] E.C. STA. 18 +69.241 12.00RT. STA. 18 +77.36, F.L. 1 `r B.C. STA. 18 +84.24, 12.00RT. STA. 18 +92.36, F.L. ® TP.R.C. STA. 18 +91.38, 15.00RT. STA. 19 +00.31, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.27' 25.00' 90000'00" 2 10.00' 7.95' 4.20' 4503423" 3 37.00' 54.50' 33.54' 84'23'23" 4 37.00' 10.95' 5.52' 16'57'27" 5 55.00' 81.81' 50.60' 8513'30" 6 55.00 81.01' 49.86' 84023023" 7 78.00' 161.05' 130.60' 118`18'16" LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ...... -- 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 1 12 13 14 15 16 17 18 19 20 21 22 LEGEND (CONTA R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" -STOP "R6 -i" -ONE WAY "55 -2" -END SCHOOL ZONE "R5 -1" - DO NOT ENTER W31(CA }" -END :R26(CA)" - NO .PARKING „� 4 -1 " -DEAD END R3 -5R" -RIGHT TURN ONLY "� 4"'? - NO OUTLET "R4 -7" -KEEP RIGHT "�-7" -DOUBLE ARROW "R81(CA )" -BIKE LANE � -6 -SINGLE ARROW "W1 -1" -CURVE ARROW "W3 -3" - SIGNAL AHEAD - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN ......... _ . _ . _ _... _ __ __._. EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT ■ �� TRACT BOUNDARY ■-- r----- ■-- ■ -�--� UNIT BOUNDARY olr�'l 1 CURVE NUMBER FOR CURVE DESCRIPTION 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. EC_ 1ON DESIGNATION- , : SEC71ON LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O REMOVE AND SALVAGE EXISTING BARRICADE SIGN. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -1. O6 TYPICAL POP -OUT -SEE DETAIL ON SHEET 4. O7 TYPICAL CORNER -SEE DETAIL ON SHEET 4. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL '"A" ON SHEET 1. 10 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 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 AND OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. 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. 362 360 358 356 354 352 350 348 RECORD ORA! . WA N I?IG AL,ERT Call: TOLL FREE 1 -8th- 227 -2600 (i AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m Z 0 w LLJ a qy llww�l .1 '1 _ ( II. I II I II. I II. WHITE ALDER AVENUE 8 8 Q c� FUTURE r r° c coo o ono' I II II I " "`` ( (3 4= c c.3v�: . .- j © ©w o i i c co C� J J f f d �� 362 360 358 356 354 352 350 348 346 10 SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL ii EXIST. UTILITY LINES c� �¢ � 1 TO BE REMOVED AND m cry RELOCATED RELOCATED BY OTHERS 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. II, o_ v� popp N A +CV cn 0-. n CENTERLINE OF 20' WIDE PUBLIC UTILITY EASEMENT PER TR. 6448 -UNIT 5 M.B. 54, PGS. 106 -107 362 360 358 356 354, 352 350 10 11 12 13 14 15 16 17 18 19 20 21 �. 362 360 358 356 354 352 350 348 10 11 12 13 14 15 16 17 18 19 20 21 362 360 358 356 354 352 350 STATIONING TABLE REF. NO. DESC. C.L. STATION F.L. STATION I P.R.C. STA. 13 +50.95, 15.00LT. STA. 13 +54.99, F.L. ]2 E.C. STA. 13 +58.09, 12.00LT. STA. 13 +62.94, F.L. 3C] B.C. STA. 14 +52.09, 12.00LT. STA. 14 +56.94, F.L. Q P.R.C. STA. 14 +59.231 15.00LT. STA. 14 +64.89, F.L. 5� P.R.C. STA. 16 +65.459 15.00LT. STA. 16 +72.729 F.L. E.C. STA. 16 +72.591 12.00LT. STA. 16 +80.679 F.L. ]7 B.C. STA. 16 +87.59, 12.00LT. STA. 16 +95.67, F.L. P.R.0 STA. 16 +94.739 15.00LT. STA. 17 +03.62, F.L. Q P.R.0 STA. 19+05.451 15.00LT. STA. 19+15.95t F.L. E.C. STA. 19 +12.59, 12.00LT. STA. 19 +23.909 F.L. 1 B.C. STA. 19 +27.599 12.00LT. STA. 19 +38.90, F.L. n12 P.R.C. STA. 19 +34.73, 15.00LT. STA. 19 +46.85, F.L. 1� P.R.C. STA. 16 +22.109 15.00RT. STA. 16 +26.169 F.L. 1� E.C. STA. 16 +29.241 124ORT. STA. 16 +34.119 F.L. 15 B.C. STA. 16 +44.241 12.00RT. STA. 16 +49.119 F.L. Q P.R.C. STA. 16 +51.38, 15.00RT. STA. 16 +57.06, F.L. 17 P.R.C. STA. 18 +62.10, 15.00RT. STA. 18 +69.41, F.L. 1[] E.C. STA. 18 +69.241 12.00RT. STA. 18 +77.36, F.L. 1 `r B.C. STA. 18 +84.24, 12.00RT. STA. 18 +92.36, F.L. ® TP.R.C. STA. 18 +91.38, 15.00RT. STA. 19 +00.31, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.27' 25.00' 90000'00" 2 10.00' 7.95' 4.20' 4503423" 3 37.00' 54.50' 33.54' 84'23'23" 4 37.00' 10.95' 5.52' 16'57'27" 5 55.00' 81.81' 50.60' 8513'30" 6 55.00 81.01' 49.86' 84023023" 7 78.00' 161.05' 130.60' 118`18'16" LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ...... -- 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 1 12 13 14 15 16 17 18 19 20 21 22 LEGEND (CONTA R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" -STOP "R6 -i" -ONE WAY "55 -2" -END SCHOOL ZONE "R5 -1" - DO NOT ENTER W31(CA }" -END :R26(CA)" - NO .PARKING „� 4 -1 " -DEAD END R3 -5R" -RIGHT TURN ONLY "� 4"'? - NO OUTLET "R4 -7" -KEEP RIGHT "�-7" -DOUBLE ARROW "R81(CA )" -BIKE LANE � -6 -SINGLE ARROW "W1 -1" -CURVE ARROW "W3 -3" - SIGNAL AHEAD - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN ......... _ . _ . _ _... _ __ __._. EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT ■ �� TRACT BOUNDARY ■-- r----- ■-- ■ -�--� UNIT BOUNDARY olr�'l 1 CURVE NUMBER FOR CURVE DESCRIPTION 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. EC_ 1ON DESIGNATION- , : SEC71ON LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O REMOVE AND SALVAGE EXISTING BARRICADE SIGN. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -1. O6 TYPICAL POP -OUT -SEE DETAIL ON SHEET 4. O7 TYPICAL CORNER -SEE DETAIL ON SHEET 4. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL '"A" ON SHEET 1. 10 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 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 AND OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. 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. 362 360 358 356 354 352 350 348 RECORD ORA! . WA N I?IG AL,ERT Call: TOLL FREE 1 -8th- 227 -2600 (i AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m Z 0 w LLJ a qy llww�l .1 '1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 39.27' 25.00' 90000'00" 2 10.00' 7.95' 4.20' 4503423" 3 37.00' 54.50' 33.54' 84'23'23" 4 37.00' 10.95' 5.52' 16'57'27" 5 55.00' 81.81' 50.60' 8513'30" 6 55.00 81.01' 49.86' 84023023" 7 78.00' 161.05' 130.60' 118`18'16" LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ...... -- 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 1 12 13 14 15 16 17 18 19 20 21 22 LEGEND (CONTA R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" -STOP "R6 -i" -ONE WAY "55 -2" -END SCHOOL ZONE "R5 -1" - DO NOT ENTER W31(CA }" -END :R26(CA)" - NO .PARKING „� 4 -1 " -DEAD END R3 -5R" -RIGHT TURN ONLY "� 4"'? - NO OUTLET "R4 -7" -KEEP RIGHT "�-7" -DOUBLE ARROW "R81(CA )" -BIKE LANE � -6 -SINGLE ARROW "W1 -1" -CURVE ARROW "W3 -3" - SIGNAL AHEAD - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN ......... _ . _ . _ _... _ __ __._. EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT ■ �� TRACT BOUNDARY ■-- r----- ■-- ■ -�--� UNIT BOUNDARY olr�'l 1 CURVE NUMBER FOR CURVE DESCRIPTION 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. EC_ 1ON DESIGNATION- , : SEC71ON LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O REMOVE AND SALVAGE EXISTING BARRICADE SIGN. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -1. O6 TYPICAL POP -OUT -SEE DETAIL ON SHEET 4. O7 TYPICAL CORNER -SEE DETAIL ON SHEET 4. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL '"A" ON SHEET 1. 10 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 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 AND OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. 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. 362 360 358 356 354 352 350 348 RECORD ORA! . WA N I?IG AL,ERT Call: TOLL FREE 1 -8th- 227 -2600 (i AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m Z 0 w LLJ a qy llww�l .1 '1 LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ...... -- 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 1 12 13 14 15 16 17 18 19 20 21 22 LEGEND (CONTA R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -�- "R1 -1" -STOP "R6 -i" -ONE WAY "55 -2" -END SCHOOL ZONE "R5 -1" - DO NOT ENTER W31(CA }" -END :R26(CA)" - NO .PARKING „� 4 -1 " -DEAD END R3 -5R" -RIGHT TURN ONLY "� 4"'? - NO OUTLET "R4 -7" -KEEP RIGHT "�-7" -DOUBLE ARROW "R81(CA )" -BIKE LANE � -6 -SINGLE ARROW "W1 -1" -CURVE ARROW "W3 -3" - SIGNAL AHEAD - - NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. EXISTING CATCH BASIN ......... _ . _ . _ _... _ __ __._. EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT ■ �� TRACT BOUNDARY ■-- r----- ■-- ■ -�--� UNIT BOUNDARY olr�'l 1 CURVE NUMBER FOR CURVE DESCRIPTION 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. EC_ 1ON DESIGNATION- , : SEC71ON LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 O REMOVE AND SALVAGE EXISTING BARRICADE SIGN. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T -1. O6 TYPICAL POP -OUT -SEE DETAIL ON SHEET 4. O7 TYPICAL CORNER -SEE DETAIL ON SHEET 4. OADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL '"A" ON SHEET 1. 10 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 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 AND OVER 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. 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. 362 360 358 356 354 352 350 348 RECORD ORA! . WA N I?IG AL,ERT Call: TOLL FREE 1 -8th- 227 -2600 (i AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m Z 0 w LLJ a qy llww�l .1 '1 qy llww�l .1 '1 I I . � � � I i_-:,_,_ � ,:,--, I r 1 I II r r% - i r­.. , , I � , , ` ,,z / 11 ; ---�i . I c­___­­i j i ., t ",:1 : ; I " � I , �, ,--­: : % "I I �j ,.! � 1 1 1 1 � ,.-:7-, - _. _1 .-,: ji I i 11 ) � r , , . ( : ! ­_ I I i I �, I t i ­; - ­ "! 11 ,�:_:�', i , , ,41 " , �, Ei ,_; j 'J, , - 11) I I � I' , H :, - " .. - ,­: J � ­ L­­ I ! ! ; � � . , � . 'I i 1i N\,\x 1I 11 111 ; i � . N 5 i �,___;_�= � " , � I � 1! _ I 1_1 I. ; ­ ,F=�-, e_ ;., f. . 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I I i I � I 11 � z ! j I I t I i i t 11 i I i i I i I ! t ­-­-L'-­­-'­_'-­ -­ - -- -��r--,-"L---.---.-�--,-,-,--�-.--I----.-,----�..�,�-.--.-"-, "-----,-.-..-----.--i--..---.---�l-...---J�-�---,r,".-�-.---.-"--I i ! i --,�--.--�..-L-.,+.--.-----�--�-�-i-�,--.,-.--- i -,-..I---.,-,----.--i..--I----"------.-�,-I--,- ! i 1-_.,_---.-,-�--.-,----,,-__.--.-�---L-..--,L---.--,---,--, I 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 PA VARIES 352 ±18 $ - ±1 9, 1 350 1 LANDSCAPE AREA 348 364 362 360 358 356 354 352 � MIN. 2% MAX. 4:1 ,CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA Q) 500.00' 19.53' � 9.76' 02'14'15" 2 500.00' 25.77' 12.89' 02*57'1 2" (1) 500.00' 45.36' 22.69' 051 1'52 0 1 - (D 55.00' 81.40 $ 50.22 0 84'48'09 - 5 482.00' 17.76 9 8.88' 02 "06'41" 6 518.00' 21.29' 10.65' 0221'18" 0 55.00' 81.01' 49.86' 84*23'23"_ j f*'010N %. 55.00' 31.15' 16.00' � 32`265`6 $0 60" 55.00' 49.86' 26.r79' 51`56'27" -.2V 0 37.00' 10.95! 5.52' 16*57'27" M A \!jv 37.00' 54.50' 33.54' 84*23'23 1101 . L @ 78.00', j­ 161.05' . 1 130.60' 118"18'16" VARIES R/W 12' op-±29) 1 4.5' - I I LANDSCAPE - AR A r)% /_ 364 362 360 358 356 354 352 350 SIDEWALK q 18' . 18 $ - - I I w z 3 0 1 1-j . VARIES 1.5% Y ARIES 1. 57o . TO 3.5% 1 1 TO 3.5% t. W* , " 1 0.20' A.C. PAVING PROPOSED CURB L-0.40' AGG. BASE AND GUTTER L-0.50 COMPACTED SUBGRADE COMPACTED TO 95% SECTION /ooff� SCALE -1 " =10' k-3 STREET SECTION (PRIVATE STREET) R/W . 22' v 1_ 1 ! II i w i z i II 11 ii i AREA i EX. BLOCK ° ' 11 t ; z i WALL i ILJ ; I ! 1 1 1 41 �.1111.1 �._._ - : : I '41 MIN. 2% I'll MAX. 4:1 PROPOSED CURB AND GUTTER 10 11 12 13 14 15 16 17 18 19 20 1 LEGEND.* , LEGEN C N T.. . . LEGEND ' CON CONSTRUCTION NOTES:. NOTES: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O•B• STD. T-19- 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS a "R141 - STOP " 0 DESCRIPTION . 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1 " -ONE WAY *S5-2" - END SCHOOL ZONE ITEM OF WORK -SEE SCHEDULE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER VI(CA)w - END --� (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 0.40 AGG. BASE AND OVER 0.50' COMPACTED O.G. TO BE . I ELEV ELEVATION EVC END VERTICAL CURVE :R26(CA)lo - NO PARKING 9OW14-1*- DEAD END - FLOWLINE STATION - SEE TABLE . � 0 1 1� LATIVE • DENSITY. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3-5R" -RIGHT TURN ONLY .W14-2 NOTE- GE EXISTING BARRICADE SIGN. . * ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT "W1 -7" - DOUBLE ARROW * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ( ) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS BC BEGIN CURVE PCC POINT OF ND CURVATURE '*R81(CA)" - BIKE LANE *Wt-6" - SINGLE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. EC END CURVE TC TOP OF CURB W3-3" - SIGNAL AHEAD "Wt -6„ - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. . 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- ID NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. 1 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND OF VERTICAL CURVE FC FIN SH CONCRETE . AND STORM DRAIN PLANS 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEWER CLEANOUT TO FINISHED GRADE. I I � P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" SEC11ON DESIGNATION: . . 11 PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. SM. D-14. .. _,,-, .. __ ..- " PA _... ". 1.7 � I.. ... ... - E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE L�"...fl[ :�.1,11.11 SECTION LETTER 6 TYPICAL POP-OUT - SEE DETAIL ON SHEET 4. 1. I . _� - T` I I -,.- _._._.,,i I- I F __ IF � , �.1111 , jc, L_ ) I , , ',�' . -, 1. ', - 1 . EX. EXISTING C/G CURB AND GUTTER I -,��q, , "_� ---- I , , , � , I .* J'.._...__._.,..____ .... � ..... . ____ ... ... . ...... I mi .11 m , ­_­­1­­­.­ ... 11 1 - ­­­­ ------ -­-'­1­­­1-­­-­­_. 1 _ ',Ik��<_ EXISTING STORM DRAIN LINE - - - - - - - �Ill�� PkI 'r,� 1�ek , . FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. TYPICAL CORNER - SEE DETAIL ON SHEET 4. 1 .. 1'�� �; .... 111.,�, ,, - , , $1, N .1, 2Y -: f 111 , . I ­­, . ­­ 1­1­11­1­1 1­­__.­­1.1_._...­.­ ........ __.__­­,­..__. 1.11, ­1_._­1.­­_...._­ ..... . ­­ . ..... ­__.­­11 D 1 __ ;\ EXISTING SEWER LINE . ) I !_ ') `­_" EXISTING SURVEY MONUMENT SHEET WHERE SECTION IS SHOWN r, i T , , nr�., � 0 - � - 4 5 r�­, � ,� '. 1­13 - ­­ I c f" - , - 9 , %' '11.�_ '!­ , � 11 I - , , I 1," ,7).. ( T N MANHOLE ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE 1, ,�­,) 1. 4 1 1 - ,.� , , zz 1­1 � L., . �, ,- I ,� FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. I I IL I I li �,Y I . I I I . ,I I , M 4 I 1�, .� �_x V I , � � , , - . � .; �� - � I , - ,,.:_'_ ( ) AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. _. � .Ex -111, �_ , 4 �­,,) 1. %, #_ I I I " � I'' ; " EXISTING SEWER MANHOLE .. ,e � � � I ­_, \ I . _­ o , , 7 � hi ,-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. 011 . I ` .1. . lu A''t, �, � '......-7, 1. ­% ''� � ,�\, 4 + 11 ­ � -- .. I J. I I , 1 EXISTING SEWER CLEANOUT . . . . . -1 I 91, " � 17, lofll,,,`,�\X, ,.�_­ I ,�, .. %1-4 � ') I - -, ". , ,_ " " , 1, " - 1-1 I , I �, � --C>- .Z­_1_-_ 1_,-,�f,;-,R , - , T,%�, ir i 1. "4 ­ � ", �. 0 � � � ,-.,,� 3, �, I Calk TOLL FREE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O,B. I ( ) CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. .,:,"4,-- !,'�- I ­ L �11 = m �� m m �� a 0 �11 ,;z - z, � A, I il - " . �� , L . . . . . `� , " � "_�' --- STANDARD OR APPROVED EQUAL. .,- ; ­- , '' ,1- - ", I � . , q , I I ..., 1 "8"Z%"2 490- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER - - - - imi � - - - - - - UNIT BOUNDARY INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 4100 " . . . . . . . . . . . . . LLL­�t,_ 1. vi 11 w � - % . � . � I q I / � AT LEAST 7W DAYS .- C.O.B. SM. ST 14. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. . I I mr YOU DIG " _ I . ..... .. __­,�.___ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E SIGN WITH CONSTRUCTION OF ADJACENT PHASE. .1 - . yam,. *1 , 11, N'" UNDERGROUND SERVICE ALERT . It k � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS 0R DRAW^ -11G FORNIA .. PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) I I I .,. � .011.11s I r I It �-Co�(�f 1 _/ �Z_ ? NCO C I I m rl_ U-) m C'-4 ' I 9 9- r__ y 1 L i i Ln I 1 119 11 110 . . � . . F Flo i i ro 11 �::;l I I I i , I -­­-­-­­­­ - i I --,-,-,-, - - ---"-- ,-,----"-- u - , ,­ - , - . I—- _ I I W I ! w I ig w w I C 3 3 >_ 0 1 . - - - r--: C"4 w r__� ,-:; > i 1 i I f f - c 11 I I i 4! I I CN + + ( (.0 C I . ,'I u I'd- 1 1 + + I i i + I 1 1 ! - 0 v v- � 11DUND 0 * I a 44 0 � O mil F I- a F y . I - �_ I I y < < - Y. 6 (3 g g. E '06 I - � I . . � Ljj i �__ � ! i " " i = � _ - -25_'­-- 11 ---- . 1 ,)=-0.25 - -- - ------ ------- --- � -+--I--,--.--. __ ; ; --- I I 0 t T 2 1 1 P O OPOSED"WEST I t ! 1 1 1 S ! r - 1. 197 i � I i I I i I i f 1 1 i � I I I - I 1 I I I I WE $T FLOWLINE ' I I I ' I cb - i I i i ! I i I I 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 PA VARIES 352 ±18 $ - ±1 9, 1 350 1 LANDSCAPE AREA 348 364 362 360 358 356 354 352 � MIN. 2% MAX. 4:1 ,CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA Q) 500.00' 19.53' � 9.76' 02'14'15" 2 500.00' 25.77' 12.89' 02*57'1 2" (1) 500.00' 45.36' 22.69' 051 1'52 0 1 - (D 55.00' 81.40 $ 50.22 0 84'48'09 - 5 482.00' 17.76 9 8.88' 02 "06'41" 6 518.00' 21.29' 10.65' 0221'18" 0 55.00' 81.01' 49.86' 84*23'23"_ j f*'010N %. 55.00' 31.15' 16.00' � 32`265`6 $0 60" 55.00' 49.86' 26.r79' 51`56'27" -.2V 0 37.00' 10.95! 5.52' 16*57'27" M A \!jv 37.00' 54.50' 33.54' 84*23'23 1101 . L @ 78.00', j­ 161.05' . 1 130.60' 118"18'16" VARIES R/W 12' op-±29) 1 4.5' - I I LANDSCAPE - AR A r)% /_ 364 362 360 358 356 354 352 350 SIDEWALK q 18' . 18 $ - - I I w z 3 0 1 1-j . VARIES 1.5% Y ARIES 1. 57o . TO 3.5% 1 1 TO 3.5% t. W* , " 1 0.20' A.C. PAVING PROPOSED CURB L-0.40' AGG. BASE AND GUTTER L-0.50 COMPACTED SUBGRADE COMPACTED TO 95% SECTION /ooff� SCALE -1 " =10' k-3 STREET SECTION (PRIVATE STREET) R/W . 22' v 1_ 1 ! II i w i z i II 11 ii i AREA i EX. BLOCK ° ' 11 t ; z i WALL i ILJ ; I ! 1 1 1 41 �.1111.1 �._._ - : : I '41 MIN. 2% I'll MAX. 4:1 PROPOSED CURB AND GUTTER 10 11 12 13 14 15 16 17 18 19 20 1 LEGEND.* , LEGEN C N T.. . . LEGEND ' CON CONSTRUCTION NOTES:. NOTES: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O•B• STD. T-19- 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS a "R141 - STOP " 0 DESCRIPTION . 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1 " -ONE WAY *S5-2" - END SCHOOL ZONE ITEM OF WORK -SEE SCHEDULE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER VI(CA)w - END --� (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 0.40 AGG. BASE AND OVER 0.50' COMPACTED O.G. TO BE . I ELEV ELEVATION EVC END VERTICAL CURVE :R26(CA)lo - NO PARKING 9OW14-1*- DEAD END - FLOWLINE STATION - SEE TABLE . � 0 1 1� LATIVE • DENSITY. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3-5R" -RIGHT TURN ONLY .W14-2 NOTE- GE EXISTING BARRICADE SIGN. . * ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT "W1 -7" - DOUBLE ARROW * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ( ) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS BC BEGIN CURVE PCC POINT OF ND CURVATURE '*R81(CA)" - BIKE LANE *Wt-6" - SINGLE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. EC END CURVE TC TOP OF CURB W3-3" - SIGNAL AHEAD "Wt -6„ - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. . 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- ID NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. 1 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND OF VERTICAL CURVE FC FIN SH CONCRETE . AND STORM DRAIN PLANS 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEWER CLEANOUT TO FINISHED GRADE. I I � P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" SEC11ON DESIGNATION: . . 11 PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. SM. D-14. .. _,,-, .. __ ..- " PA _... ". 1.7 � I.. ... ... - E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE L�"...fl[ :�.1,11.11 SECTION LETTER 6 TYPICAL POP-OUT - SEE DETAIL ON SHEET 4. 1. I . _� - T` I I -,.- _._._.,,i I- I F __ IF � , �.1111 , jc, L_ ) I , , ',�' . -, 1. ', - 1 . EX. EXISTING C/G CURB AND GUTTER I -,��q, , "_� ---- I , , , � , I .* J'.._...__._.,..____ .... � ..... . ____ ... ... . ...... I mi .11 m , ­_­­1­­­.­ ... 11 1 - ­­­­ ------ -­-'­1­­­1-­­-­­_. 1 _ ',Ik��<_ EXISTING STORM DRAIN LINE - - - - - - - �Ill�� PkI 'r,� 1�ek , . FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. TYPICAL CORNER - SEE DETAIL ON SHEET 4. 1 .. 1'�� �; .... 111.,�, ,, - , , $1, N .1, 2Y -: f 111 , . I ­­, . ­­ 1­1­11­1­1 1­­__.­­1.1_._...­.­ ........ __.__­­,­..__. 1.11, ­1_._­1.­­_...._­ ..... . ­­ . ..... ­__.­­11 D 1 __ ;\ EXISTING SEWER LINE . ) I !_ ') `­_" EXISTING SURVEY MONUMENT SHEET WHERE SECTION IS SHOWN r, i T , , nr�., � 0 - � - 4 5 r�­, � ,� '. 1­13 - ­­ I c f" - , - 9 , %' '11.�_ '!­ , � 11 I - , , I 1," ,7).. ( T N MANHOLE ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE 1, ,�­,) 1. 4 1 1 - ,.� , , zz 1­1 � L., . �, ,- I ,� FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. I I IL I I li �,Y I . I I I . ,I I , M 4 I 1�, .� �_x V I , � � , , - . � .; �� - � I , - ,,.:_'_ ( ) AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. _. � .Ex -111, �_ , 4 �­,,) 1. %, #_ I I I " � I'' ; " EXISTING SEWER MANHOLE .. ,e � � � I ­_, \ I . _­ o , , 7 � hi ,-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. 011 . I ` .1. . lu A''t, �, � '......-7, 1. ­% ''� � ,�\, 4 + 11 ­ � -- .. I J. I I , 1 EXISTING SEWER CLEANOUT . . . . . -1 I 91, " � 17, lofll,,,`,�\X, ,.�_­ I ,�, .. %1-4 � ') I - -, ". , ,_ " " , 1, " - 1-1 I , I �, � --C>- .Z­_1_-_ 1_,-,�f,;-,R , - , T,%�, ir i 1. "4 ­ � ", �. 0 � � � ,-.,,� 3, �, I Calk TOLL FREE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O,B. I ( ) CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. .,:,"4,-- !,'�- I ­ L �11 = m �� m m �� a 0 �11 ,;z - z, � A, I il - " . �� , L . . . . . `� , " � "_�' --- STANDARD OR APPROVED EQUAL. .,- ; ­- , '' ,1- - ", I � . , q , I I ..., 1 "8"Z%"2 490- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER - - - - imi � - - - - - - UNIT BOUNDARY INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 4100 " . . . . . . . . . . . . . LLL­�t,_ 1. vi 11 w � - % . � . � I q I / � AT LEAST 7W DAYS .- C.O.B. SM. ST 14. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. . I I mr YOU DIG " _ I . ..... .. __­,�.___ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E SIGN WITH CONSTRUCTION OF ADJACENT PHASE. .1 - . yam,. *1 , 11, N'" UNDERGROUND SERVICE ALERT . It k � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS 0R DRAW^ -11G FORNIA .. PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) I I I .,. � .011.11s I r I It �-Co�(�f 1 _/ �Z_ ? 364 362 360 358 356 354 352 � MIN. 2% MAX. 4:1 ,CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA Q) 500.00' 19.53' � 9.76' 02'14'15" 2 500.00' 25.77' 12.89' 02*57'1 2" (1) 500.00' 45.36' 22.69' 051 1'52 0 1 - (D 55.00' 81.40 $ 50.22 0 84'48'09 - 5 482.00' 17.76 9 8.88' 02 "06'41" 6 518.00' 21.29' 10.65' 0221'18" 0 55.00' 81.01' 49.86' 84*23'23"_ j f*'010N %. 55.00' 31.15' 16.00' � 32`265`6 $0 60" 55.00' 49.86' 26.r79' 51`56'27" -.2V 0 37.00' 10.95! 5.52' 16*57'27" M A \!jv 37.00' 54.50' 33.54' 84*23'23 1101 . L @ 78.00', j­ 161.05' . 1 130.60' 118"18'16" VARIES R/W 12' op-±29) 1 4.5' - I I LANDSCAPE - AR A r)% /_ 364 362 360 358 356 354 352 350 SIDEWALK q 18' . 18 $ - - I I w z 3 0 1 1-j . VARIES 1.5% Y ARIES 1. 57o . TO 3.5% 1 1 TO 3.5% t. W* , " 1 0.20' A.C. PAVING PROPOSED CURB L-0.40' AGG. BASE AND GUTTER L-0.50 COMPACTED SUBGRADE COMPACTED TO 95% SECTION /ooff� SCALE -1 " =10' k-3 STREET SECTION (PRIVATE STREET) R/W . 22' v 1_ 1 ! II i w i z i II 11 ii i AREA i EX. BLOCK ° ' 11 t ; z i WALL i ILJ ; I ! 1 1 1 41 �.1111.1 �._._ - : : I '41 MIN. 2% I'll MAX. 4:1 PROPOSED CURB AND GUTTER 10 11 12 13 14 15 16 17 18 19 20 1 LEGEND.* , LEGEN C N T.. . . LEGEND ' CON CONSTRUCTION NOTES:. NOTES: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O•B• STD. T-19- 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS a "R141 - STOP " 0 DESCRIPTION . 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1 " -ONE WAY *S5-2" - END SCHOOL ZONE ITEM OF WORK -SEE SCHEDULE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER VI(CA)w - END --� (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 0.40 AGG. BASE AND OVER 0.50' COMPACTED O.G. TO BE . I ELEV ELEVATION EVC END VERTICAL CURVE :R26(CA)lo - NO PARKING 9OW14-1*- DEAD END - FLOWLINE STATION - SEE TABLE . � 0 1 1� LATIVE • DENSITY. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3-5R" -RIGHT TURN ONLY .W14-2 NOTE- GE EXISTING BARRICADE SIGN. . * ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT "W1 -7" - DOUBLE ARROW * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ( ) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS BC BEGIN CURVE PCC POINT OF ND CURVATURE '*R81(CA)" - BIKE LANE *Wt-6" - SINGLE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. EC END CURVE TC TOP OF CURB W3-3" - SIGNAL AHEAD "Wt -6„ - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. . 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- ID NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. 1 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND OF VERTICAL CURVE FC FIN SH CONCRETE . AND STORM DRAIN PLANS 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEWER CLEANOUT TO FINISHED GRADE. I I � P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" SEC11ON DESIGNATION: . . 11 PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. SM. D-14. .. _,,-, .. __ ..- " PA _... ". 1.7 � I.. ... ... - E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE L�"...fl[ :�.1,11.11 SECTION LETTER 6 TYPICAL POP-OUT - SEE DETAIL ON SHEET 4. 1. I . _� - T` I I -,.- _._._.,,i I- I F __ IF � , �.1111 , jc, L_ ) I , , ',�' . -, 1. ', - 1 . EX. EXISTING C/G CURB AND GUTTER I -,��q, , "_� ---- I , , , � , I .* J'.._...__._.,..____ .... � ..... . ____ ... ... . ...... I mi .11 m , ­_­­1­­­.­ ... 11 1 - ­­­­ ------ -­-'­1­­­1-­­-­­_. 1 _ ',Ik��<_ EXISTING STORM DRAIN LINE - - - - - - - �Ill�� PkI 'r,� 1�ek , . FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. TYPICAL CORNER - SEE DETAIL ON SHEET 4. 1 .. 1'�� �; .... 111.,�, ,, - , , $1, N .1, 2Y -: f 111 , . I ­­, . ­­ 1­1­11­1­1 1­­__.­­1.1_._...­.­ ........ __.__­­,­..__. 1.11, ­1_._­1.­­_...._­ ..... . ­­ . ..... ­__.­­11 D 1 __ ;\ EXISTING SEWER LINE . ) I !_ ') `­_" EXISTING SURVEY MONUMENT SHEET WHERE SECTION IS SHOWN r, i T , , nr�., � 0 - � - 4 5 r�­, � ,� '. 1­13 - ­­ I c f" - , - 9 , %' '11.�_ '!­ , � 11 I - , , I 1," ,7).. ( T N MANHOLE ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE 1, ,�­,) 1. 4 1 1 - ,.� , , zz 1­1 � L., . �, ,- I ,� FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. I I IL I I li �,Y I . I I I . ,I I , M 4 I 1�, .� �_x V I , � � , , - . � .; �� - � I , - ,,.:_'_ ( ) AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. _. � .Ex -111, �_ , 4 �­,,) 1. %, #_ I I I " � I'' ; " EXISTING SEWER MANHOLE .. ,e � � � I ­_, \ I . _­ o , , 7 � hi ,-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. 011 . I ` .1. . lu A''t, �, � '......-7, 1. ­% ''� � ,�\, 4 + 11 ­ � -- .. I J. I I , 1 EXISTING SEWER CLEANOUT . . . . . -1 I 91, " � 17, lofll,,,`,�\X, ,.�_­ I ,�, .. %1-4 � ') I - -, ". , ,_ " " , 1, " - 1-1 I , I �, � --C>- .Z­_1_-_ 1_,-,�f,;-,R , - , T,%�, ir i 1. "4 ­ � ", �. 0 � � � ,-.,,� 3, �, I Calk TOLL FREE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O,B. I ( ) CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. .,:,"4,-- !,'�- I ­ L �11 = m �� m m �� a 0 �11 ,;z - z, � A, I il - " . �� , L . . . . . `� , " � "_�' --- STANDARD OR APPROVED EQUAL. .,- ; ­- , '' ,1- - ", I � . , q , I I ..., 1 "8"Z%"2 490- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER - - - - imi � - - - - - - UNIT BOUNDARY INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 4100 " . . . . . . . . . . . . . LLL­�t,_ 1. vi 11 w � - % . � . � I q I / � AT LEAST 7W DAYS .- C.O.B. SM. ST 14. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. . I I mr YOU DIG " _ I . ..... .. __­,�.___ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E SIGN WITH CONSTRUCTION OF ADJACENT PHASE. .1 - . yam,. *1 , 11, N'" UNDERGROUND SERVICE ALERT . It k � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS 0R DRAW^ -11G FORNIA .. PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) I I I .,. � .011.11s I r I It �-Co�(�f 1 _/ �Z_ ? VARIES R/W 12' op-±29) 1 4.5' - I I LANDSCAPE - AR A r)% /_ 364 362 360 358 356 354 352 350 SIDEWALK q 18' . 18 $ - - I I w z 3 0 1 1-j . VARIES 1.5% Y ARIES 1. 57o . TO 3.5% 1 1 TO 3.5% t. W* , " 1 0.20' A.C. PAVING PROPOSED CURB L-0.40' AGG. BASE AND GUTTER L-0.50 COMPACTED SUBGRADE COMPACTED TO 95% SECTION /ooff� SCALE -1 " =10' k-3 STREET SECTION (PRIVATE STREET) R/W . 22' v 1_ 1 ! II i w i z i II 11 ii i AREA i EX. BLOCK ° ' 11 t ; z i WALL i ILJ ; I ! 1 1 1 41 �.1111.1 �._._ - : : I '41 MIN. 2% I'll MAX. 4:1 PROPOSED CURB AND GUTTER 10 11 12 13 14 15 16 17 18 19 20 1 LEGEND.* , LEGEN C N T.. . . LEGEND ' CON CONSTRUCTION NOTES:. NOTES: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O•B• STD. T-19- 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. ABBREVIATIONS a "R141 - STOP " 0 DESCRIPTION . 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1 " -ONE WAY *S5-2" - END SCHOOL ZONE ITEM OF WORK -SEE SCHEDULE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER VI(CA)w - END --� (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 0.40 AGG. BASE AND OVER 0.50' COMPACTED O.G. TO BE . I ELEV ELEVATION EVC END VERTICAL CURVE :R26(CA)lo - NO PARKING 9OW14-1*- DEAD END - FLOWLINE STATION - SEE TABLE . � 0 1 1� LATIVE • DENSITY. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION R3-5R" -RIGHT TURN ONLY .W14-2 NOTE- GE EXISTING BARRICADE SIGN. . * ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-7* - KEEP RIGHT "W1 -7" - DOUBLE ARROW * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ( ) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS BC BEGIN CURVE PCC POINT OF ND CURVATURE '*R81(CA)" - BIKE LANE *Wt-6" - SINGLE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER C.O.B. STD, D-14, UNLESS NOTED OTHERWISE. EC END CURVE TC TOP OF CURB W3-3" - SIGNAL AHEAD "Wt -6„ - CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. . 4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER, I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- ID NEW STORM DRAIN LINE - REFER TO SEWER ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. 1 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND OF VERTICAL CURVE FC FIN SH CONCRETE . AND STORM DRAIN PLANS 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEWER CLEANOUT TO FINISHED GRADE. I I � P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" SEC11ON DESIGNATION: . . 11 PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. SM. D-14. .. _,,-, .. __ ..- " PA _... ". 1.7 � I.. ... ... - E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE L�"...fl[ :�.1,11.11 SECTION LETTER 6 TYPICAL POP-OUT - SEE DETAIL ON SHEET 4. 1. I . _� - T` I I -,.- _._._.,,i I- I F __ IF � , �.1111 , jc, L_ ) I , , ',�' . -, 1. ', - 1 . EX. EXISTING C/G CURB AND GUTTER I -,��q, , "_� ---- I , , , � , I .* J'.._...__._.,..____ .... � ..... . ____ ... ... . ...... I mi .11 m , ­_­­1­­­.­ ... 11 1 - ­­­­ ------ -­-'­1­­­1-­­-­­_. 1 _ ',Ik��<_ EXISTING STORM DRAIN LINE - - - - - - - �Ill�� PkI 'r,� 1�ek , . FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. TYPICAL CORNER - SEE DETAIL ON SHEET 4. 1 .. 1'�� �; .... 111.,�, ,, - , , $1, N .1, 2Y -: f 111 , . I ­­, . ­­ 1­1­11­1­1 1­­__.­­1.1_._...­.­ ........ __.__­­,­..__. 1.11, ­1_._­1.­­_...._­ ..... . ­­ . ..... ­__.­­11 D 1 __ ;\ EXISTING SEWER LINE . ) I !_ ') `­_" EXISTING SURVEY MONUMENT SHEET WHERE SECTION IS SHOWN r, i T , , nr�., � 0 - � - 4 5 r�­, � ,� '. 1­13 - ­­ I c f" - , - 9 , %' '11.�_ '!­ , � 11 I - , , I 1," ,7).. ( T N MANHOLE ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE 1, ,�­,) 1. 4 1 1 - ,.� , , zz 1­1 � L., . �, ,- I ,� FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. I I IL I I li �,Y I . I I I . ,I I , M 4 I 1�, .� �_x V I , � � , , - . � .; �� - � I , - ,,.:_'_ ( ) AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. _. � .Ex -111, �_ , 4 �­,,) 1. %, #_ I I I " � I'' ; " EXISTING SEWER MANHOLE .. ,e � � � I ­_, \ I . _­ o , , 7 � hi ,-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. 011 . I ` .1. . lu A''t, �, � '......-7, 1. ­% ''� � ,�\, 4 + 11 ­ � -- .. I J. I I , 1 EXISTING SEWER CLEANOUT . . . . . -1 I 91, " � 17, lofll,,,`,�\X, ,.�_­ I ,�, .. %1-4 � ') I - -, ". , ,_ " " , 1, " - 1-1 I , I �, � --C>- .Z­_1_-_ 1_,-,�f,;-,R , - , T,%�, ir i 1. "4 ­ � ", �. 0 � � � ,-.,,� 3, �, I Calk TOLL FREE FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O,B. I ( ) CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. .,:,"4,-- !,'�- I ­ L �11 = m �� m m �� a 0 �11 ,;z - z, � A, I il - " . �� , L . . . . . `� , " � "_�' --- STANDARD OR APPROVED EQUAL. .,- ; ­- , '' ,1- - ", I � . , q , I I ..., 1 "8"Z%"2 490- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER - - - - imi � - - - - - - UNIT BOUNDARY INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF 4100 " . . . . . . . . . . . . . LLL­�t,_ 1. vi 11 w � - % . � . � I q I / � AT LEAST 7W DAYS .- C.O.B. SM. ST 14. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. . I I mr YOU DIG " _ I . ..... .. __­,�.___ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS E SIGN WITH CONSTRUCTION OF ADJACENT PHASE. .1 - . yam,. *1 , 11, N'" UNDERGROUND SERVICE ALERT . It k � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/S WINGS 0R DRAW^ -11G FORNIA .. PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) I I I .,. � .011.11s I r I It �-Co�(�f 1 _/ �Z_ ? I .,. � .011.11s I r I It �-Co�(�f 1 _/ �Z_ ? mummmummmum 24 Ck INTERSECTION STA. 10+00.00s C - L. SCOTCH BROOM WA' STA. 14+05.09, C.L. YELLOW LUPINE DR• mmwm� m� ONO 23 22 PREVIOUSLY ROUGH REF. NO. GRADED STREET LF LO a LO YELLOW (D to I-: C1114 LUPINE DRIVE r-0 ry 06 Ira, SEE SHEET 2 . _.�_......_.. _ _.. YELLOW c LUPINE DRIVE al $0 SEE SHEET 2 d < < uj Cn (In d w cn cn 1A BEACH ASTER DRIVE SEE SEPARATE APPROVED m cn J_j STREET PLAN 01 w % 1 8c1q ++ AI JJ Lu Z C M Lu EXISTING HANDICAP r4 09 'Coo 0000 PASSING AREA ++ cq* i z -Q V) cn 12+00 280.00' 140.00' 3 cc� 11 7- it f X) EXISTING HANDICAP PASSING AREA C1 f Z11 Zi BEACH CO ASTER DRIVE 8p ; ce SEE SEPARATE APPROVED Z 5 lcn rj- STREET PLAN + + �--�� SCOTCH BROOM WAY 362 360 358 356 354 352 SEE 350 348 346 362 360 358 356 354 352 350 348 346 362 360 358 356 354 (PRIVATE STREET) SCALE-. 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 362 360 358 356 354 352 350 348 10 11 12- 13 i N I O � � j � ' � � t 1.41 1360 18 >: U- 1358 m r- uj Li 8 LJ 00 356 m ry 'ct ct 4 M co ui WNW + CIN Z Lu LJ 3 5 4 c n P1 I i I = n I (,::)j CIO PROPOSED CE TERLINE EXISTING CENTERLINE 52 -4 AS NO GRO ND ......... . CENTER NE •I=" ]Fcn 1 -350 348 ------- t n 30 10 11 12 13 SEES HEE 350 348 346 C 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. SM. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN, PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. 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. SM. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) REF. NO. VIM LF LO a LO 00 V_ (D to I-: C1114 CD Lo r-0 ry STA. 10+54.95, F.L. r,... ____.. _._._ "` . _.�_......_.. _ _.. _ U Lq B.C. LAJ T) _-, L.1 -p L11 Ld CD C) 117 LLJ _ 7 _ > _ w_... P.R.C. Lu STA. 11+27.78, F.L. ,� Li )0_11AJ LAJ L� __j [Lj LLJ w _j W w __j W uj __j LLJ LAJ cn _j 00 III 0 cr_ L.0 UO) C4 cc 8 ui cb 6 w ww �j' as D Q5 m + I' U-) 4r Ir- U-) + 0) V_ 04 IT" U rel or C6 CD C.0 CN C%4- + C) W CL L < < z Lij ry CN M Ln I A 25% T 2 00 S 'CEXISTING ". 257 .... I XISTING 09 0 CE4TERLINE IGRROUND 'E' kST =WUNE .._% OUND .120: ASI PR POSED z S=0.25X SHEET 2 00 cc 0 0 •- S=-0.25� i I ---------------------- S=-0.25ro s__0 8 Lo __ w.._.w.__ _, .__._• WEPT FLO -tEXTS'TKG-I'WEST'-FU�WLINE'.'--4--,-- - ------- z I 362 360 358 356 354 352 350 348 10 11 12- 13 i N I O � � j � ' � � t 1.41 1360 18 >: U- 1358 m r- uj Li 8 LJ 00 356 m ry 'ct ct 4 M co ui WNW + CIN Z Lu LJ 3 5 4 c n P1 I i I = n I (,::)j CIO PROPOSED CE TERLINE EXISTING CENTERLINE 52 -4 AS NO GRO ND ......... . CENTER NE •I=" ]Fcn 1 -350 348 ------- t n 30 10 11 12 13 SEES HEE 350 348 346 C 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. SM. ST-13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN, PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. 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. SM. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) Oul. 360 X358 356 354 352 350 1348 1199 12 13 LEGEND CON T. 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T -19: "R1 -1 " -STOP *R6-1* -ONE WAY '*55-2'6 -END 'SCHOOL ZONE �VN31(CA)" *R5-1 * - DO NOT ENTER - END W14-1-DEAD END "R26(C9" - NO PARKING *W14-2* - NO OUTLET "R3 -5R - RIGHT TURN ONLY "WI -7" - DOUBLE ARROW *R4-7* - KEEP RIGHT *Wl-6* - SINGLE ARROW *R81 (CA)' -BIKE LANE *Wl-l'* -CURVE ARROW *W3-3" - SIGNAL AHEAD NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O•B. SM. D-14. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE ... . . ------- EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT TRACT BOUNDARY UNIT BOUNDARY R/W 4.5' 7.5' LANDSCAPE AREA I E1 2% PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R/W 4.5' 7.5' LANDSCAPE AREA w o z i us 0 2%_ PROPOSED SIDEWALK PROPOSED CURB--- AND GUTTER 18 12 VARIES 1.5% VARIES 1.5% TO 3.5% TO 3.5% 0.20' A.C. PAVING 0.40' AGG. BASE-J 0.50' COMPACTED SUBGRADE-1 COMPACTED TO 95% SECTION SCALE: 1 " =10' STREET SECTION (PRIVATE STREET) REF. NO. CD 4 LF LO DELTA vow I 00 V_ (D to I-: C1114 00 co ­ 17 T_ r-0 ry STA. 10+54.95, F.L. 3 >: >: Lq STA. 11+27.78, F.L. Lq B.C. LAJ > Lj LLJ LLJ Ld CD C) 117 LLJ STA. 10+54.95, F.L. 6[] P.R.C. Lu STA. 11+27.78, F.L. uj 00 Li __j LLj LLJ uj _j LLJ __j L0 LLJ > UO) C4 cc ui In "ZI 6 06 cc C14 I-0 cr) r10 0i w -.4- C + I' U-) 4r Ir- U-) + + + + w. Ls LLj m 115 w V) m CL L < < c) n� < 25% T 2 00 S 'CEXISTING ". 257 .... I S= - 0._A..._ 09 0 CE4TERLINE IGRROUND 'E' kST =WUNE .._% .120: ASI PR POSED z IF �v WLIN Oul. 360 X358 356 354 352 350 1348 1199 12 13 LEGEND CON T. 1 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T -19: "R1 -1 " -STOP *R6-1* -ONE WAY '*55-2'6 -END 'SCHOOL ZONE �VN31(CA)" *R5-1 * - DO NOT ENTER - END W14-1-DEAD END "R26(C9" - NO PARKING *W14-2* - NO OUTLET "R3 -5R - RIGHT TURN ONLY "WI -7" - DOUBLE ARROW *R4-7* - KEEP RIGHT *Wl-6* - SINGLE ARROW *R81 (CA)' -BIKE LANE *Wl-l'* -CURVE ARROW *W3-3" - SIGNAL AHEAD NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O•B. SM. D-14. EXISTING CATCH BASIN EXISTING STORM DRAIN LINE ... . . ------- EXISTING SEWER LINE EXISTING TORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT TRACT BOUNDARY UNIT BOUNDARY R/W 4.5' 7.5' LANDSCAPE AREA I E1 2% PROPOSED SIDEWALK PROPOSED CURB AND GUTTER R/W 4.5' 7.5' LANDSCAPE AREA w o z i us 0 2%_ PROPOSED SIDEWALK PROPOSED CURB--- AND GUTTER 18 12 VARIES 1.5% VARIES 1.5% TO 3.5% TO 3.5% 0.20' A.C. PAVING 0.40' AGG. BASE-J 0.50' COMPACTED SUBGRADE-1 COMPACTED TO 95% SECTION SCALE: 1 " =10' STREET SECTION (PRIVATE STREET) VARIES 1.5% VARIES 1.5% TO 3.5% TO 3.5% 0-00' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE COMPACTED TO 95% SECTION c SCALE: 1 " =10' 14,4� STREET SECTION (PRIVATE STREET) R/W 13.5 4.5' R/W LANDSCAPE 4.5 13.5 AREA I i LANDSCAPE AREA < o n z ii I �O ­4=2% PROPOSED SIDEWALK PROPOSED CURB AND GUTTER 7.5' 4.5 LANDSCAPE AREA w Z LLI n ce n PROPOSED SIDEWALK PROPOSED CURB AND GU TIER STATIONING TABLE REF. NO. DESCRIPTION 18' F.L. STATION DELTA 18 STA. 10+47.00, 12.00LT. STA. 10+47.00, F.L. 2 VARIES 1.5% VARIES 1.5% TO 3.5% TO 3.5% 0-00' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE COMPACTED TO 95% SECTION c SCALE: 1 " =10' 14,4� STREET SECTION (PRIVATE STREET) R/W 13.5 4.5' R/W LANDSCAPE 4.5 13.5 AREA I i LANDSCAPE AREA < o n z ii I �O ­4=2% PROPOSED SIDEWALK PROPOSED CURB AND GUTTER 7.5' 4.5 LANDSCAPE AREA w Z LLI n ce n PROPOSED SIDEWALK PROPOSED CURB AND GU TIER STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION DELTA B.C. STA. 10+47.00, 12.00LT. STA. 10+47.00, F.L. 2 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. 4[]- B.C. STA. 10+47.00, 12.00RT. STA, 10+47.00, F.L. P.R.C. STA. 10+54.14, 15.00RT. STA. 10+54.95, F.L. 6[] P.R.C. STA. 11+25.36, 15.00RT. STA. 11+27.78, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 10.0d' 7.95' 4.20' 45*34'24 k6l/ , r""N 25.00" 39.27' 1 2&00' 90*00'00 LEGEND To)* O CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE M 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 WERE SECTION IS SHOW R/W PROPOSED SIDEWALK PROPOSED CURB AND GUTTER PROPOSED SIDEWALK R/W 4.5 7.5' LANDSCAPE AREA 2% 12' 18 VARIES 1.5% VARIES 1.57 TO 3.5% TO 3.5% A- 0.20' A.C. PAVING 0.40 AGG. BASE L 0.50' COMPACTED SUBGRADE COMPACTED TO 95X SECTION SCALE: 1 11-1011 1*-,.4� STREET SECTION (PRIVATE STREET) 12' q 12 PRIVATE STREET ago ""ft_ftftft 600 9 R=10' �� R=25' 10��j LO "*I R=10' A .r ■ goo .100100� SCALE-. NONE CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 REMOVE AND SALVAGE EXISTING BARRICADE SIGN. SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 6 TYPICAL POP-OUT - SEE DETAIL ON SHEET 4. TYPICAL CORNER - SEE DETAIL ON SHEET 4. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. W z 7.5' LANDSCAPE AREA R/W 4.5° I _2% PROPOSED SIDEWALK PROPOSED CURB AND GUTTER 12' R/W a 7.5 4.5 LANDSCAPE W AREA VARIES 1.5% VARIES 1.5% 0 TO 3.5% TO 11% 2% ­ PROP 20 'A C. PAVING SIDEWALK OSED -0-40' AGG. BASE rKvrubtu -0.50' COMPACTED SUBGRADE CURB AND GUTTER COMPACTED TO 95% SECTION SCALE: 1"=l 0" \,.4 - STREET SECTION ,(PRIVATE STREET) PRIVATE STREET 00 /00000 de R=10' --10 15 R=10' R,_1 ■ PA SCALE: NONE N.01TES0 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 AND OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. 3. ALL CATCH 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. CORD ORA DIG A►LE�][ZT Call: TOLL FREE 1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN. CALIFORNIA ' /, I- ��u�18 -la