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Home My WebLink About1.1-6448 10 Record DrawingA.C. PAVING TESTING NOTES: 0 SP 7- 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 BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39- -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING 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 SHALL 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. INHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP --OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D- -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN- PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE 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 /SUBDIVI DER /CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. STANDARD NOTES, 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRAIVSPORTAl10N STANDARD SPECIFICATIONS. f 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: KERN COUNTY CALIFORNIA 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 -169 T -1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: REVISED STREET CONSTRUCTION PLANS 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0. 50' 0. G.. FIM O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 5TH SUBSTANTIAL CONFORMANCE BAKERSFIELD STD. DWG. ST -13. •Q TO BE INSTALLED OO EXISTING � 5. � 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 -t - C>- INSTALL STANDARD STREET LIGHTS, 5$00 LUMEN H.P.S. V. ON 16' POST TOP PER DETAIL HEREON. -ED - 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 -t, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LUCAT1aNS 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 R MINIMUM OF 6" THICK. 10. 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. 12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 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 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 95% 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 95% 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. VICINITY MAP LEGEt Do., NT 0 A.C. PAVING ABEIREVIATIONS THE LORDS AVENUE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 g w FLOWLINE POVC POINT ON VERTICAL CURVE --'�- -1" - STOP "Rfi -1" -ONE WAY „S5 -2" - END SCHOOL ZONE � CENTERLINE BVC BEGIN VERTICAL CURVE CHAPARRAL ANON DRIVE STRE R a U ELEVATION EVC END VERTICAL CURVE 8896 "R2� {CA }" - NO PARKING �� 4 -1 » -DEAD END AVENUE HARVEST DRIVE NNY13ANK AVENUE HANDICAP RAMPS "R3 -5R" -RIGHT TURN ONLY �" -� - NO OUTLET AVENUE END CURB RETURN PRC POINT OF REVERSE CURVATURE EA. "� "R4 -7" - KEEP RIGHT -7„ - DOUBLE ARROW D BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 3 „W1 "R81 (CA)" - BIKE LANE W1 -� - SINGLE ARROW EC END CURVE TC TOP OF CURB SAW CUT is 43 -3" - SIGNAL AHEAD 4s - CARVE ARROW tQ�D w JOHNSON ROAD _ _ NEW STORM DRAIN LINE - REFER TO SEWER �r z Q AND STORM DRAIN PLANS P.O.C. Z Q n CONSTRUCT CATCH BASIN TYPE "A" 0 3LACK HAW W m N PER C.O.B. STD. D -14. AVENUE a TIATA AVENUE EXISTING CATCH BASIN W EXISTING C/G CURB AND GUTTER ix EXISTING STORM DRAIN LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST --13. f W W __._..� _ �� EXISTING SEWER LINE W FURNISH & INSTALL STREET SIGN PER C.Q.B. STD. T -1. of EXISTING STORM DRAIN MANHOLE STOCKDALE HWY ° ` =4 �` ==Oa j 20 PROJEC 3,1TE VICINITY MAP LEGEt Do., NT 0 A.C. PAVING ABEIREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 FL FLOWLINE POVC POINT ON VERTICAL CURVE --'�- -1" - STOP "Rfi -1" -ONE WAY „S5 -2" - END SCHOOL ZONE CL CENTERLINE BVC BEGIN VERTICAL CURVE LF "R5 4" - DO NOT ENTER "W31 (CA)" _END ELEV ELEVATION EVC END VERTICAL CURVE 8896 "R2� {CA }" - NO PARKING �� 4 -1 » -DEAD END BCR BEGIN CURB RETURN PI POINT OF INTERSECTION HANDICAP RAMPS "R3 -5R" -RIGHT TURN ONLY �" -� - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE EA. "� "R4 -7" - KEEP RIGHT -7„ - DOUBLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 3 „W1 "R81 (CA)" - BIKE LANE W1 -� - SINGLE ARROW EC END CURVE TC TOP OF CURB SAW CUT is 43 -3" - SIGNAL AHEAD 4s - CARVE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT _ _ NEW STORM DRAIN LINE - REFER TO SEWER OF VERTICAL CURVE FC FINISH CONCRETE d AND STORM DRAIN PLANS P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE n CONSTRUCT CATCH BASIN TYPE "A" PA PROPERTY LINE R/W RIGHT -OF -WAY PER C.O.B. STD. D -14. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN EX. EXISTING C/G CURB AND GUTTER EXISTING STORM DRAIN LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST --13. f EXISTING SURVEY MONUMENT _. µ_� ._ - �� »- __ V_ __._..� _ �� EXISTING SEWER LINE W FURNISH & INSTALL STREET SIGN PER C.Q.B. STD. T -1. EXISTING STORM DRAIN MANHOLE ° ` =4 �` EXISTING SEWER MANHOLE A _.,... EXISTING STREET NAME SIGN 3= i` EXISTING SEWER CLEANOUT FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. Ir U STANDARD OR APPROVED EQUAL. ` ' "" • """� �"r' TRACT BOUNDARY -- FURNISH & INSTALL STREET LIGHT -9500 .LUMEN PER PHASE BOUNDARY C.O.B. STD. ST -14. ' w EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS N.T.S. -- -- -- -- -- - -- STOCK ME HOMAY pis ,...... i 7 1 6 i 134 5 8 f r 1 4 1 3 1 2 f 1 1 f I r 6 8 1 1 I 1 2 1 3 1 4 1 5 1 7 9 f 1.. 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O1 CURVE NUMBER FOR CURVE DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 10 FLOIMLINE STATION -SEE TABLE l- PIPE SIZE 8 "S- U11LITY S =SEWER D =DRAIN SECAON DESIGNATION: SECTION LETTER _2 SHEET WHERE sEcnoN is sriouuN LIST OF MATERIALS. ITEM UNIT UNIT 10 A.C. PAVING TONS 571 CL. II AGG. BASE CUYD 583 SUBGRADE PREPARATION CUYD 729 CURB AND GUTTER LF 2570 DRIVEWAYS SQFT 8896 SIDEWALK SQFT 8453 HANDICAP RAMPS EA 14 STANDARD STREET NAME SIGNS EA. 9 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 3 SAW CUT LF g0 LOCAL STREET (� LENGTH LF 1365 TYPICAL CATCH BASIN. LOCATION., AT CURB RETURN N. T. S. 12 of wioE GROOVED BENCHMARK: BORDER CENTER N�N NIERSEG110N OF SOUTH�RENROARO DE �lOF�k PLANTER AREA AND CULIACAN AVENUE. ELEVATION = 356.34 PER CITY BENCHMARK BOOK FOR TRACT 4708 INDEX, OF.SHEETS SHEET n� 1. TITLE SHEET 2. CONEFLOWER DRIVE 3. CHECKERBLOOM DRIVE 4, WHITE ALDER AVENUE 5. FAWN LILY LANE, DETAILS & X-SEC11ONS. PLANTER \\ AREA RETAININ� CURB TRUNCATED >+1 f t `r.4 6" CONC. CURB DOMES � � 6" CONC. CURB HANDICAP RAMP DETAIL "A" PER CALTRANS STD. PLANS A88A CASE F N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2, 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 CONSTRUCTION. EXP. 6-30-14 13 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 PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -1i5 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 12� -"" � 2,./ TRAFFIC ENGINEER I 7-%-17t-lq DRAWING \S �i pr) V1 W r I _:> t� 0 C3.. 0'' z W c .� , (640 W Q m J c uj z d 0 C.3 W I.! 3= Ir U cn ci oc W LLJ W W �- >r N _-100--Ik�___ ....... _.__ 4 _~lml�______-__ 5 ' F^ I �* of uj 7 C-:31 362 3w 354 350 346 360 356 354 352 350 348 364 362 360 3 500 �� 354 �� 348 �'�S WH17E ALDER AVENUE WHITE ALM AVENUE UNIT 10 TRAcCT No. 6`4J 11 11 11 11 11 11 &.Vta FLOWER - I KLL I I .Y LANE __j I I __j I __j SEE PREVIOUSY SEE PREVIOUSLY APPROVED I - CD ,I L, 30"'- 1 12' ( lit !, -1 �; I I I I I bu: I LIL, I i 4 -"-', ,I i - I ,' , 11 L-, ,11 i 11 A - - --- ---- - ---.-- : I ,;' .1 ,I . I --J 11 i i ----- I 'A 111 f t IQ, ", It ,, , . i - , 1 I , < , .. s -- I ji� I --, I I i ,I J111-1- -, --. ,: / I . CNL to C2) cy- 'cer.: I �K 1 +-�� r 1. / I .9 , , I " Lo qq- ,I- t.c) qq- .< w ,q- �-- , N I. 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I i I I 1� '! 6 < ci� to ,:c r,6 14- I- I z Ill i - 1 .1 i .1 f 11 - C) n - - v- I . ; 1 C3 --J=g I j to I d < 1 8 11, � - 1 ---- , in -'Q---- <jLz .< .--� . I r- I 11 t t ui .4-CD Uj Lo r--- 1. i 10 . I I . f- , . Ciro �!! %- < 0:�: if . 11 i ,I I h I I Of - ! . 11 Of uu- I �--- - I - U-0 I i m cn I I t- C-4 C14 11 i I ., I i uj UD us %- ,;trC6 CD 18 1 4 :zu i g 0 I I ,-� --z �-, L H I - t �- CD .wd- I - - , / `3 b ' 11 a A f / / v- 1 '! 11 I I I 1 11 I . - 1-11 ,- I- t I lel-- -11 ! Cd ' ' C -) --A i - ) , 1: , i CN �- 11 I i 11-1 11 e I 1. 1 I *; C-4J C-4 , C%4 00 - .--J - I - , , , � Lo (j W t i C-3i UI U) I �- ! I I //) I + + (n a M (1)(n M (A (n I .. I ) I I I u C) C) I . I . I , ? I i ,I 1� f 11 I i <e.:err-cL 28 ' SEE PREVIOUSLY APPROVED IL I, 1 \d ! 2 4- i !, I '... " i I " (Acnzn 2 STREET PLANS PER TR. 64-48 z , . -- r I -,-/-. ? - \ - FL -) r-A I , -' 4 4"' i i I � -/, - , -.% . / ---,, -,, i lrlhi ,� I A. i Z , -, . i - i 1 11, f P r1% fe, '14 I .1-1) Al 11 i il i j, I i . I ; - .. fV1 ;;--A I 4 . I ',, I L+- -- 't , I I -, '1--1 i I ` " '% I 11 11 . I \. � , fl .1, 1. 1'- � I ,"\ D f7i, " / 41 i I N F W R DRIV . P i . 1 n - I JV1 r, I f , �� , "I , 7"" - , ; , Al f , f I :-� t j. j t , j :1 " , I -,. , " %, i if k (I i \; ,--, , , i f , I - . '\-" -,-. 1 I -- I ! i I I ,,, - , ,_` i ,- 4 , i ! I _j 11 - % '- i I i 4 - "i I . (STA* 10+00.00, Clo STA* 13+73.81, C.L.) --,-7 1 1 -: � "' I - I - -- - -- "" -,- -::, - /�� - "' - - 1-1 -:::- - �7 ---" --, 1 4- n -, , --- ---� 14C 7 i -�O�f Q, I j I I 4 - � � 0 I� I I � :��A.�--' twl%i "<., 0- "k, - n " z -1 - ��:, 7 14 -- -T:-1t I -c�---% 7::111 - 11 - - � ( ; V - ,CID It t � <; > I i 0 c 0 LO E (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL NOTE* ROUGH GRADING HAS BEEN PERFORMED � I f � 11 � ,I i . ; . � ---J--------- I � " I UJ z i I __j � I I , , 4 L" I J I i � -. � ,I fr I � I �-----.-4----- M ---.--.i --1----�---- . � , m I i . I ; i -- q I I i .f. ,I � � -;7 - i - i I j 1 ,'I R < I F-- u� � i f t 1i 11 i I t i ; I 11 I ! � I .-----i---- 41 t ,0-% - - w .- N Y2 + --- r � � i � I � � I %. I ;i z s I I I � i i � I i i I i 111. r � I - - 1 � I + t 4 - I � I I It ------- L=:::� - I 11 � ; i i I �' I I Tilk I ! ; I I t ! 1, k IN, i i i - I i ! I ! I ; � I i i E i � 11 i �, i t-- - - � I -4- --4 TING bENTERLI�'E I I i r- -------f-- +-=-- ==,a--- ==-- --=� --- ,---4----. --..-- -- --.�--d----- -----r--- ! -N: I ,I ,I 0 ,�T 1, � � ; k � I I i i ! � -",r--,-.---.-.,- ,---i-------,T---��--.-i--�.--------4-------,-�----�.--,----- - 1 M4- - iii, "� . --- - ;W In, U-) I I i � . i z �. i +1 f ------------4--.------ �� . L_f Im. (A 9 . - I y I i- I � I , i 4-------- j�o . 4 -4----r---- 9 �� I i I � -t--t- . . I 47� -+-- -L------1 -----4- ----t-.-----j- -----,-,..+ � --4'----.--,--- 4------- ---.-- - - -------L- ----i ---r---- --�---t.-,-------4-------------I- -----"--4 4 1 i 11 11 +----- ------�-- --f-----1---- -+.--- .11... I i - - ------------- t I i 11 i I i 4 . I � I , I i - I i � ,I i I � I I I F I ! I i � - �, - I I 3, � I � I " � i i i i i !, . - ----i- I ! 4 --------- 1 ---------- I------- I :� I i I I � i i 11 � i � � i I PROPOSED S06TH FLOW-INE i 11' I i --------� --------- ; I S =1 0.31% 1 � § A I i � -u - I i I r- -2-25% ! 11 = 10.66% -1 'o i I 11 I i 1Z4 4 ' 50' i4r-: - I ; I i I r ; � , [ t I fl ----,Q-- I � IK� [- I 1 -:41 1 - , - t .a:_, + - 777EE- Tei, , I �-- I i � t i � I � I I i I 0 ---T v -q .. f ; " � D :D I, if I ! I 11 � ; I I I . i 11 I � 11 t � 5 i i f ,I � j � i �- I i i L j ,I I 11 ! I' 't V ! t 11 i I - ! 11 . i 11 I � i I. .1 I I I I i � i I � I I -1 I 11 ; i i I ,� ; I . . ! I I I i < I i - � i ! , � i 11 ). 11 ; i 1 , i � I f I -1 .1 t I I i � I � I � A I i ; I �, � i t ,I , � I I ! " i i ,I I i I k, I ! �, ? i 0 U:) .1 ! i � � � .1 � 1. i i t i 11 I ,I i i " � � i I It I � ! 11 � i � I � � ; � i I 1 2 i 41 ,I ; ; � ! ; I � T I I �, A ; � I t I I I i I i I * � i i ! ; I I i 11 � � 'i � i I i I � i 11 ` LEGEND.. ABBREVIATIONS FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. F1� FL FL0WLINE pOVC POINT ON VERTICAL CURVE CL CENTERLINE 8VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEQN CURB RETURN PI POINT OF INTERSECTION ECR [ND CURB RETURN pRC POINT OF REVER3E CURVATURE BC BE��N CURVE pCC P0NT0FCO�PUUND CURVATURE E� END CURVE TC TOP Of CURB p|VC POINT OF INTERSECTION Tp TOP OF PAVEMENT ----- ----------o--------- 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 UFPAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/Q CURB AND QU��R * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. �� EXISTING SURVEY MONUMENT 55.00' l -�- FURNISH & INSTALL STREET SIGN PER C.U.B. 8TD. T-1. -*- / EXISTING STREET NAME SIGN -CD- FURNISH &|NSTALL STREET UGHT-5800LUMEN PER C.O.B. �T�NDARD OR �PPR8v�D EQUAL. (E) FURNISH & INSTALL STREET UQHT-9500 LUMEN PER C.O.B. STD. ST-14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS LEGEND (CON R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. F1� 0 "Rl-l" - ^ -- "S5-2" - END SCHOOL ZONE 'R8-1 - ONE WAY DELTA ~ lN� [NU 'R5-1 - O0 N0TEN7�R - 25.00' 'R28(CA) ^ - NO PARKING , , 25.18' ^R3-5R^ - RIGHT TURN ONLY VM* 2 NO OUTLET -, - Qi , ^R4-7^ - KEEP RIGHT - DOUBLE ��R0N ,Vw-7, ^ ^ w1 8 SINGLE ARROW R8�CA) - BIKE LANE - - P.R.C. , , ^N0-J^'- SIGNAL AHEAD Mn-1 - CURVE ARROW --- o--� F±] UNIT BOUNDARY AND STORM DRAIN PLANS _171_ =="� N TYP E E ^ A ^ 7.95' PER C.O.B. STD. D-14. 1 7 -�l- EXISTING CATCH BASIN ----- ----------o--------- EXISTING STORM DRAIN LINE ---- ---------'s-------- EX|S�NG SEWER LINE �� EXISTING STORM DRAIN MANHOLE �� EXISTING SEWER MANHOLE � � EXISTING SEVER CLEANOUT �� m = ��m m �� m m �� TRACT BOUNDARY I� PHASE BOUNDARY LEQEND (QONT.).,, V,--MM- CONSTRUCT 1� BOTTOM WIDTH DRIVEWAY W/3' WINGS -� PER C.O.B. STD ST � N CONSTRUCT 26' BOTTOM WIDTH O0VEVAYW/3 WINGS |� N PER C.O.B. STD. ST-4. ' ( 1 ) CURVE NU�B[R F0R CURvE DESCRIPTION F11 FLUVLINE STATION - SEE TABLE /_--F1PE SIZE 8'S--U11UTY S=SEVER O=DRA(N SECTION DESIG SECTION LETTER Nu � `=-------- SHEET WHERE SECnow IS s*uwN --~ -- CONSTRUMIONNOTE5* (D CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.O.B. STD ST-1 /2 CONSTRUCT �5'��/��E��P�S��3 C.O.B. /� ��|� �D |N��1 - 2^ �NO�� CONDUIT PIPE. �� \4 SAWCUT EXISTING E.P. 1 ' BACK OR AS DIRECTED BY CITY ENGINEER. /� \ INSTALL TYPE U| BARRICADE PER CALTRAN3 STANDARD PLAN A73C VN W-31 SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE |8 NOT CONSTRUCTED AT THE 3NWE TIME. RE�OVE �ND SALVA�E SIGN WITH CONSTRUCTION OF' ADJACENT PHASE. BARRICADE IS TO GO FROM FLON0NE TO FLOWLINE. / �7. \�/ REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF `-' ADJACENT PHASE. / \ � \�/ TYPICAL POP-OUT - SEE DETAIL ON SHEET 5. `-' / / �7` \� TYPICAL CORNER - SEE DETAIL ON SHEET 5. ,_� /�\ CONSTRUCT HAND|CAP RA�P PER CALTRANS " \�/ `-/ CASE F SEE HANDICAP RAMP DETAIL A. ON SHEET 1. /��` ADJUST EXISTING SEWER MANHOLE' STORM DRAIN \��/ `-' MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. q . (��CT�D (�N�T0E��NG �5 ��W� A�G CANDY0R WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST-3. CONSTRUCT HANDICAP PASSING AREA PER DETAIL 364 1 ' 362 5. 360 356 1 352 _�3m =` 360 �� 1 354 4 3522 1---i �� -�� 22 .'- 7=/ 7 ,-*Iq RECORD, DRAW) �� NOTES-, l. SEE WEK UNL, S0KK4 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 05% RELATIVE DENSITY PER C.O.B. STD. ST-Q. 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 362 358 354 Nd�� STA110NING CURVE RADIUS LENG H TANGENT DELTA 0 25.00' 39.45' 25.18' 90-2509 $I Qi [1] P.R.C. STA. 13+65.58, 15.00RT. STA. 13+68.01, F.L. F±] UNIT BOUNDARY STA. 13+69.64, 12.49RT. 0 1 0.00' 7.95' 4.20' 45-34'28 is ff] B.C.R. S I'A. 13+82.64t 12.00RT. STA. 13+85.87, F.L. [Z] @ 10.0 I' 3.23 1 I.bJ 9 18*29'22" . (D 500.00' 11 5.05' 57.78' 13-1 1'02" (�) 500.00' 118.71' 59.64' 1 3 "36'1 1 ' . @ 55.00' 81.40' 50.22' 84&48'09 is STA110NING TABLE . REF. NO. DESCRIPTION C.L. STATION I . F.L. STATION a] B.C. STA. 10+46.73, 12.00RT. STA. 10+46.73, F.L. Qi [1] P.R.C. STA. 13+65.58, 15.00RT. STA. 13+68.01, F.L. F±] UNIT BOUNDARY STA. 13+69.64, 12.49RT. STA. 13+72.83, F.L. [5] E.C. STA. 13+72.81, 12.00RT. STA. 13+76.06, F.L. ff] B.C.R. S I'A. 13+82.64t 12.00RT. STA. 13+85.87, F.L. [Z] UNIT BOUNDARY ' STA. 13+69.64, C.L. - Lm .1 SAWCUT 0 C.L. - STA. 13+73.81, C.L. I I - --- 11 I Call: TOLL FREE � � 1-800-"227�2600 .. .. I AT LEAST TWO DAYS UNDERGROUND SERVICE ALERT L _OF SOUTHERN CALIFORNIA im co w cm . ILI co 0 UL 0 ., / /� Yyk,.- �� /" /~- a� ((�- f�� '� �. ` cn Qi uj cn Of uj CA uj im co w cm . ILI co 0 UL 0 ., / /� Yyk,.- �� /" /~- a� ((�- f�� '� �. ` 364 362 360 358 356 354 352 350 %#_rw 346 364 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 348 346 061 :z 0 F_ 8 Ul F_ LLj z 101--.), 12 WHITE AMER AVENUE qFF qHFPT A WITE ALDER AVENUE SEE SHEET 4 TRACT No. 6 wz'lot CH� CANDYTUFT WAY SEE PREVIOUSLY APPROVED STREET PLANS PER TR. 7202 5 130 30 ? n 18 18 7/' LZ J 4- co w z' M 1 CN f E ILE- �T I lie i c/) C) N u Z_' :c< �R; z Lu A if v Z V_ CN i �f' �`+..r �..,1 +Y 1 "J C*q P/L L Lo Lo L ui C) INT VERKY , EET SIGN :z Ck ERSECTION EX. E.P 7 F X Q STA. 21+86.57, C.L. CHECKERBLOOM DR. STA. 15+60.67, C.L. PALE LILAC LN. 5 r 205.00' s 559.89 -4 cwt _14+00 15+00 Ev. 16+00 t t.- UU ER 17+00 _18+00 19+00 20+00 1186.57' 21-400 -4 L INTERS a S—. .., __. 1 i P :z EC11ON STA. 14+21.68, C.L. CHECKEWLOOM DR.= CN STA. 10+00.009 C.L. CANDYTUFT WAY C) gel < C.) 'f ? i I I C) w I :z -JC)UJ M I o coon- cl� it i C1 e € ! r' t �n i "o A cNwcoQ_ C) w _j L Ai < 1130, 30" 11 1 "J ce 18, 18, 11 4r� Lu qr� >� cn --imp LLI "OU04 © F-- <L)<(n cj U) L6 0 u Lci 6 0 F- D V) it rn rn $ :z X Nn rn t j6 L 1, F_ u z_ cC _Lj LLJ < SKY LUPINE LANE :c uj u- < I I PALE LILAC LANE A F-1 0 M cn cn M C-i =I. (1) (f) SEE PREVIOUSLY APPROVED 4, SEE PREVIOUSLY APPROVED I STREET PLANS PER TR. 7202 LJ i KM D STREET PLANS PER TR. 7202 10+00* 0, GoL 'D STA* 13+7.. L.) c LOO RIV TA. 0 PRIMATE STREET) SCALE: 1" = 502 HORIZONTAL 1" = 5' VERTICAL LIATM DfV1f_%1L1 f%_0Af%fUt_% HAS BEEN nCt2rf%0Ljrn 50' VERT CURVE if 31 uj Lo cn Lo po < to t ro co C:) I _j ce ro :3 1 C'� L c C-i LL Ljj L I 4L J pe) Lj Lo CL to Ln Ljj tic uj al k :> w C) LAJ L J 41 LjLj < < < Ai ED LL_ I LLj _j LAJ L J k _j _j cc i W • Ln M qd- -cc of qd- C14 po CN 00 1, 5 Z) LL_ 4cn C 0 4r C) 14- co 0 qr-- C) r :> CD + + ve) 4 TI-y- I -Try- c) Lu C) :z X --------- ----------- G CkNTERLIN' < <cs E�ISTIN < S= < 1 0 1, 1 1 1 U-i U- F-- I i i 1 8170 .................._..., ..,_w.- .^y,•-- _..,..,.....d.._. - (f) U) m 0 (n ------ f -4 ---------- PR�OPOSED �'ORTH FL WLINE 4- --------- -------- ------ ------ ---------- --- - --------- ---------- --------- . ... ................ T _4- -J7u 4 S 0. 1% 1 S=0.51 t STING �ORTH FLQWUNE -7 EXISTING NORTH FLOWLINE" 4 LFV I EXISTING GROUND, 3/4 1= CE 4 1 ERUN E I co N 1 2 A ELD. 351.231 B.C.R. 1 cn -JL,-L ILI' _+j oxi ELEV. STA EILEV. 352J�2 1/4 lu 11 12 13 14 15 16 17 18 19 20 21 ff_ 2 364 362 360 358 Irta %Aom 354 352 350 Am 917 10 11 12 13 14 15 16 17 18 19 20 21 22 LEGEND., ABBREVIATIONS RADIUS 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 8C BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STA. 10+53.87, 15.00RT. 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 SAWCUT 0 C.L. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT "W1 -6" SINGLE ARROW "R81(CA)" - BIKE LANE "Wl-l" CURVE ARROW "W3-3" FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 0 EXISTING STREET NAME SIGN DENSITY PER C.O.B. STD. ST-9. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. 3. ALL CATCH BASINS TO BE TYPE is A" WITH 3.5' OPENINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 364 362 360 358 356 354 35-2 350 7" %R-rw 346 364 362 360 358 356 354 352 350 348 346 7wof 7ow IV N cURVE RADIUS LENGTH F.L. STATION {1 25.00' 39.45' 25.18' 90"2510911 STA. 10+54.41, 15.00LT. 25.00' 39L09' 24.82' 89. 34'51" STA. 13+70.19, F.L. 10.00' 7.95' 4.20' 45 °34'23" 7wof 7ow IV N REF. NO. DESCRIPTION C.L. STATION F.L. STATION 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. STORM DRAIN LINE AND DETAILS. P.R.C. STA. 13+67.76, 15.00LT. STA. 13+70.19, F.L. TR. BOUNDARY STA. 13+71.68, 12.53LT. STA. 13+74.87, F.L. "B" B.C. STA. 10+46.73, 12.00RT. STA. 10+46.739 F.L. P.R.C. STA. 10+53.87, 15.00RT. STA. 10+54.68, F.L. P.R.C. STA. 12+46.14, 15.00RT. STA. 12+48.56t F.L. P.R.C. STA. 12+75.42, 15.00RT. STA. 12+79.469 F.L. STREET CROSS SECTIONS AND TR. BOUNDARY STA. 13+71.68, C.L. z PER C.O.B. STD. ST-4. SAWCUT 0 C.L. STA. 13+75.90, C.L. 7wof 7ow IV N LEGEND,. (CGNTj..' GONSTRUG"nON NOTES., ES. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -1" - STOP "S5-2" 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS. "R6-1 " -ONE WAY - END SCHOOL ZONE "W31(CA)" CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER, C.O.B. STD. ST-4. CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST-3. "B" "R5-1" - DO NOT ENTER -END "R26 (CA) NO PARKING W14-1" DEAD END 1 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST— 3 CONSTRUCT HANDICAP PASSING AREA PER DETAIL 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE A.C. OVER "R3-5R" RIGHT TURN ONLY "W14-2" NO OUTLET LLJ CONSTRUCT 261 BOTTOM WIDTH DRIVEWAY W/3' WINGS ON SHEET 5. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND "R4-7" KEEP RIGHT "WI-7" DOUBLE ARROW z PER C.O.B. STD. ST-4. 3 FURNISH AND INSTALL 1 — 2" LANDSCAPE CONDUIT PIPE. OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE "W1 -6" SINGLE ARROW "R81(CA)" - BIKE LANE "Wl-l" CURVE ARROW "W3-3" CURVE NUMBER FOR CURVE DESCRIPTION 0 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. DENSITY PER C.O.B. STD. ST-9. - SIGNAL AHEAD 3. ALL CATCH BASINS TO BE TYPE is A" WITH 3.5' OPENINGS NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, > CONSTRUCT CATCH BASIN TYPE "A" Q FLOWLINE STATION - SEE TABLE A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND PER C.O.B. STD. D-14. Ld OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. _5z EXIS TING CATCH BASIN PIPE SIZE 8"S— UTILITY REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEWER CLEANOUT TO FINISHED GRADE. EXISTING STORM DRAIN LINE S=SEWER BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. '.2 D=DRAIN EXISTING SEWER LINE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF SECTION DESIGNATION: ADJACENT ADJACENT PHASE. EXISTING STORM DRAIN MANHOLE SECTION LETTER TYPICAL POP—OUT —SEE DETAIL ON SHEET 5. C5 EXISTING SEWER MANHOLE 6 EXISTING SEWER CLEANOUT 2 TYPICAL CORNER — SEE DETAIL ON SHEET 5. O:f LAJ Call: TOLL FREE SNOW TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A I -8_00 227-2600 PHASE BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1, AT LEAST TWO DAYS ADJUST EXISTING SEWER MANHOLE, STORM DRAIN LLj tll BEFORE YOU DIG MANHOLE AND SEWER CLEANOUT TO NEW FINISHED UNDERGROUND SERVICE ALERT PAVEMENT GRADE. Lij OF SOUTHERN CALIFORNIA c4N uj u M W LLJ z M 0 > LLJ Ld '.2 M C5 6 O:f LAJ a- LLj tll Lij 4r- u E.C./� INTERSECTION PA STA. 10+50.60, C.L. "TE ALDER AVE. STA. 9+18.19, C.L. YELLOW LUPINE DR. C11 R B 71.081 NOO'555'21 "E 16'1811E S044 + 12+00 E x s SO4-1_1 +0 or- X 8's i_s� LLj 74, co Co or- L-5 U-i F- P/L © v) j� B.0 INTERSECTION _ 3 < STA. 9+68.79, C.L. WHITE ALDER 00= STA. 10+00.00, C.L. YELLOW LUPINE \ I A M (n w1u ©j m J� J z c) ci d 00 C) + + C14 C) A 'T YELLOW LUPINE DRIVE cn BEACH SEE PREVIOUSLY APPROVED 7 V 360 358'; 356, 354 352 3501 348 360 358 356 354 352 350 348 -UNIT BOUNDARY STA. .14+25-421 C.L. 12.06LT.= STA, 14+25-42, F.L. % BEGIN REMOVAL AND REPLACEMENT ' '7. OF EXIST. CURB & GUTTER/ MATCH EXISTING GRADE STA. '14+24.42 C.L. 12.00LT.= TT . K- . - - - - , - I STREET PLANS PER TR. 6448 N i I STREET PLANS PEE IR. 6448 _j N 4 ----------- ----------- 4 -------- 10 $EE SEPARATE -i4OVED 12 CARVE T_ 11 00 0 3 of 0: 1 Qj 1 :> co r-- cn 'd- cn -d- Ln rn Ln it Ln 1 04 < uj rn CN 45.33' M rt,� - + m __j _j CD :> w M CN Q + Q Li N :> < < < af c) LL: ? M F- (n + LLJ f •- _j (n U LLJ V) ) S W U z M LLJ V) ---------- 4 ---------- a_ : �-OLLJ v) :z in 13 WHITE ALDER AV NU (STA* 14+25.42, C.L. d - STA. 19+41.52, C.L. (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 11' = 51 VERTICAL NOTE- ROUGH GRADING HAS BEEN PERFORMED EXISTING UNIT VERT. CURVE F Ln © cr) Of CN L.0 Lo to cj C) N, III Lo rn r-1 CL W Lo Lo ro Lo rn :z ro n rn 0 f m - - ---- - ------ 47iln uj < Lu uj Z cn _j m r.: CN cn C4 j < CN M nL Ln Lo i ,._..._...__...�._ + + + uj in c (n a- W LL_ < U cn C-D En ell, 2 i j { t f S=:-0.25% S=13.49t S=0.40% I C'V1C_nK1r% GROUP @ CEN RUNE cz* 00 (D X Lo 14 Df,�j Doe" 15 16 Try' ACT No G��3 17 ou C3 CONEFLOIAER DRIVE SEE SHEET 2 I WESTTLOWLIN 18 . ........ ... I . . . . ................. . 30"D 11 11 F--: C) C) C) C) 00 ci u f--- CU U- M CD Cy r.0 04r__ Lo P? Ad 111` clq + + + mcn :Dicn cn cn w cn cn %--I- ce 5 EX 8 20 +ooc---- W, ts J T_ 11 00 j uz U 1 c4 81 Lo C.� Lo Ln rn Ln + Ln 1 Lo LLJ LLJ pa 4j. F- UJ 45.33' rn ul M pe) 7.95' :> 45-34-23 4j Lo 25.00' 39.09' ry -4 '354 P.R.C. z M LLJ V) ---------- 4 ---------- Lq 90. 25-09" 352 25.00' 39.09' 348 89.34' 51 Lo Lo © 25.18' S. Ln c) Aj L-0 V STA. 16+07.75, 12.00RT. 19 -30 20 to D D ++ co �F + E.C. STA. 16+93.39, 12.00RT. to B.C. STA. 17+08.39, 12.00RT. STA. 17+14.86, F.L. C-) P.R.C. STA. 17+15.539 15.00RT. STA. 17+22.81, F.L. :6 1 1 cn 1 a: 1 cn La #-mCy. in ta- (n u j 17 ou C3 CONEFLOIAER DRIVE SEE SHEET 2 I WESTTLOWLIN 18 . ........ ... I . . . . ................. . 30"D 11 11 F--: C) C) C) C) 00 ci u f--- CU U- M CD Cy r.0 04r__ Lo P? Ad 111` clq + + + mcn :Dicn cn cn w cn cn %--I- ce 5 EX 8 20 +ooc---- W, ts J __j j uz U >_ ,pwT 0:� co -CC c4 81 Lo C.� Lo t licn + in ? 356 1 LLJ LLJ pa 4j. F- UJ 45.33' 22.68' ul on F TF"sA CT No. 0�48 _ i_ j _- _--- -_._T. _ _ FUTUR UNIT 362 360 C5 j 3W NOO*55"21"E ul 55.00' 81.81' 50.60' 358 ? 356 1 LLJ LLJ pa 4j. F- UJ 45.33' 22.68' 354 1356 10.00' 7.95' ? 45-34-23 4j Lo 25.00' 39.09' ry -4 '354 P.R.C. z M LLJ V) ---------- 4 ---------- 25.18' 90. 25-09" 352 25.00' 39.09' 348 89.34' 51 Lo 1 25.00' 39.45' 25.18' 10 c) Aj L-0 V STA. 16+07.75, 12.00RT. 19 -30 20 STA. 16+14.901 15.00RT. D D 362 i T 360 LMIH L1 NOO*55"21"E 358 55.00' 81.81' 50.60' 85-13'30" ? 356 1 500.00' 45.33' 22.68' 354 STA. 16+89.70, F.L. 10.00' 7.95' 352 45-34-23 (a) 25.00' 39.09' 24.82' 89.34-51 P.R.C. --------------------- 3W ---------- 4 ---------- 25.18' 90. 25-09" STA. 15+06.61, 15.00RT. 25.00' 39.09' 348 89.34' 51 10 1 25.00' 39.45' 25.18' 10 c) B.C. STA. 16+07.75, 12.00RT. *" SEPA ATE APP OVED PUNS 12 -0.747, 13 EXIST. EAST FLOWLINE TCL7 I ARA`I`1_-APPRC PLAN� .51% EXISTING UNIT 11 � _j d-" Lr, L1, I b- D Ll- 0 I 0 i8 ifs i2 4 t8 -----1362 to 04 0011 0- cn co :> I co FU RE UN11 a CD C) cn coi co Lo C> CD uj cc to co to rn I 'Irl -0 360 uu Lo Lo Lo Lo Lo Lo Ln en co Lo Lo ro Lo rn! Lo Lo pe) rn 44- i I rn pe) rn I rn re) C) d cj C) 1 po cd 6 C5 C5 ! Lo Lo Lo I Lo Lo __j Lo to 11 re) LLJ in Lo f C) po pe) I :> j >; ro rn i 141 _j :> Lj rn w LAJ LLJ ui W L- --A. Wt :> :> >: :> :> uj! Lij.. uj w Lij C) C) C) Li I LLJ LAJ Li Ln j _ to -z to I :z i 4m n LLJ w uj < -j , w po uwj S4 OT oo (3) A If - Lq C LIJ uj cn (1) cm co Lo ro C) I J [D CD c" po < 00 04 M _ CN t6 + to c6 cn 01 CD tot c-,i F- t r 00 C�j :z Q0 to co w uj - -r- V_ V-- I w- I qr V _ q- kn 0 cj V) CN in M C*-') C) 1.0 co w cy- c co Ell J4-L F_ Lit F- ul 14- LLJ ul m cf) (1) Lu v) cd C/) 0- L40 (A cd 0- (n uj V) m Ul V) z m V) <c Lj j C3 d . F- F_ F Lj :Z:2 F- LLJ Lu m Emn Lo m cr) CL m w m I m (n In L i u) LL- F- (_0 ED I1ROPOSE_ 352 STTLOW0 E S=1.021 S=' 25% 'S -0.257o S=-. .51 o -T- -T .51% D co rn 3U.) C) OPOS co -i Lo U-) ISTIN GROUN C) PROPO LXJ EX E6 _T _q I Lo ul v ) EAST FLOWLI NQ ro rn d d C5 rn rn @ CEN RUNE E ST FLOWLINE LC) U) u") 0 Lo (j) 1 :> :> U- ro :> L - 00 0. 4i 7 LL 0- Lt; C-L 15 16 17 18 w uj W :z 1 0 w 19 20 uj w j I _3 Lo W W UJ L ILL, LINE TAM LK KJJM LMIH L1 NOO*55"21"E I 101.03ll CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 55.00' 81.81' 50.60' 85-13'30" STA. 14+48.71, 18.00LT. 500.00' 45.33' 22.68' 05. 11'39" STA. 16+89.70, F.L. 10.00' 7.95' 4.20' 45-34-23 (a) 25.00' 39.09' 24.82' 89.34-51 P.R.C. 25.00' 39.45' 25.18' 90. 25-09" STA. 15+06.61, 15.00RT. 25.00' 39.09' 24.82' 89.34' 51 10 1 25.00' 39.45' 25.18' 90*25'09" STATE ON I N G TABLE REF. NO. DESCRIPTION C.L. STATION F.L. STATION P.R.C. STA. 14+41.56, 15.00LT. STA. 14+42.37, F.L. E.C. STA. 14+48.71, 18.00LT. STA. 14+50.32, F.L. r3l P.R.C. STA. 16+87.28, 15.00LT. STA. 16+89.70, F.L. B.C. STA. 17+09.42, 12.00LT. STA. 17+12.65, F.L. Lai P.R.C. STA. 17+16.56, 15.00LT. STA. 17+20.60, F.L. P.R.C. STA. 14+35.43, 15.00RT. STA. 14+36.24, F.L. P.R.C. STA. 15+06.61, 15.00RT. STA. 15+09.04, F.L. E.C. STA. 15+13.75, 12.00RT. STA. 15+16,99, F.L. [9] B.C.R. STA. 15+23.75, 12.00RT. STA. 15+26.99, F.L. c) B.C. STA. 16+07.75, 12.00RT. STA. 16+10.99, F.L. P.R.C. STA. 16+14.901 15.00RT. STA. 16+18.94, F.L. P.R.C. STA. 16+86.251 15.00RT. STA. 16+91.91, F.L. E.C. STA. 16+93.39, 12.00RT. STA. 16+99.86, F.L. B.C. STA. 17+08.39, 12.00RT. STA. 17+14.86, F.L. C-) P.R.C. STA. 17+15.539 15.00RT. STA. 17+22.81, F.L. P.R.C. STA. 17+86.62, 15.00RT. STA. 17+95.51p F.L. E.C. STA. 17+93.76, 12.00RT. STA. 18+03.46t F.L. B.C.R. STA. 18+03.76, 12.00RT. STA. 18+13.46t F.L. B.C. STA. 18+87.76, 12.00RT• STA. 18+97.46, F.L. V01 P.R.C. STA. 18+94.90, 15.00RT. STA. 19+05.41, F.L. 7ft-'17-m(O 9 LEQ N : LEGEND (CON LEGEND (GGN T. o. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUC110N., NOIES: NOTES, ABBREVIATIONS "R14' STOP CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG 1. SEE SEWER PLANS FOR SEWER LINE, STORM DRAIN LINE AND DETAILS, FL FLOWLINE POVC POINT ON VERTICAL CURVE "S5-2" - END SCHOOL ZONE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.O.B. STD. ST 3. CENTERLINE PER C.O.B. STD. ST-4. CL BVC BEGIN VERTICAL CURVE "R6-1 ONE WAY -W31(CA)" -END 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER "R5-1" DO NOT ENTER 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST-3 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ELEV ELEVATION EVC END VERTICAL CURVE I1R26(CA)# - NO PARKING "W14-1" - DEAD END CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS ON SHEET 5. 0.40 AGG. BASE SHOWN ON INDIVIDUAL STREET CROSS SECTIONS AND BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "W14-2" - NO OUTLET it "R3-51i" RIGHT TURN ONLY , W1-7" - DOUBLE ARROW N PER C.O.B. STD. ST-4. FURNISH AND INSTALL 1 2 LANDSCAPE CONDUIT PIPE. OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7" KEEP RIGHT if W1-6t' - SINGLE ARROW DENSITY PER C.O.B. STD. ST-9. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "W14' - CURVE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION 4 SAWCUT EXISTING E.P. 1 $ BACK OR AS DIRECTED BY CITY ENGINEER. $1 EC END CURVE TC TOP OF CURB "W3-3" - SIGNAL AHEAD 3. ALL CATCH BASINS TO BE TYPE A" WITH 35 OPENINGS PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D NEW STORM DRAIN LINE - REFER TO SEWER ITEM OF WORK - SEE SCHEDULE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. OF VERTICAL CURVE Fc FINISH CONCRETE F1 AND STORM DRAIN PLANS INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE CONSTRUCT CATCH BASIN TYPE "A" Q FLOWLINE STATION SEE TABLE A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. ADJUST EXISTING SEWER MANHOLES, STORM DRAIN MANHOLES AND PA PROPERTY LINE R/W RIGHT-OF-WAY PER C.O.B. STD. D-14. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING CATCH BASIN PIPE SIZE SEWER CLEANOUT TO FINISHED GRADE. EX. EXISTING 'C/G CURB AND GUTTER 8"S- UTILITY REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. EXISTING STORM DRAIN LINE S=SEWER BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. D=DRAIN EXISTING SEWER LINE REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF kl-F SECTION DESIGNATION: EXISTING SURVEY MONUMENT ADJACENT PHASE. EXISTING STORM DRAIN MANHOLE FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1, SECTION LETTER TYPICAL POP-OUT - SEE DETAIL ON SHEET 5. EXISTING SEWER MANHOLE EXISTING STREET NAME SIGN EXISTING SEWER CLEANOUT TYPICAL CORNER - SEE DETAIL ON SHEET 5. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. 2 Call: TOLL FREE TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN STANDARD OR APPROVED EQUAL. CONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A 1 -w-800--227-IIII2600 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER PHASE BOUNDARY CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. AT LEAST TWO DAYS C.O.B. STD. ST-14. ADJUST EXISTING SEWER MANHOLE, STORM DRAIN BEFORE YOU DIG EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS MANHOLE AND SEWER CLEANOUT TO NEW FINISHED UNDERGROUND SERVICE ALERT PAVEMENT GRADE. OF SOUTHERN CALIFORNIA Lai U) z c) C) C-) > Ljj ix F_ cn cn ci CL LLj LLj LLJ 4r- FAWN LILY LANE �_voomm (STA. 10 +00.00, C.L. - STA. 11 +01.03, C.L) (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NOTE: ROUGH GRADING HAS BEEN PERFORMED 358 356 354 352 350 348 346 358 356 354 352 350 348 3M 358 356 354 352 350 348 346 IX 1 1 i t 4 2 co Ft t i cn f ? y 3 i p t t7 LOWLINE W EXISTIN * GROUN' ' Lu CE TERLiNE 10� N -.4- 11 CN 101 11 co co r. n to m p �► �, 9 i ; CO W Li i J � d. 1 uj uj uji pse.._e..ie..u.. -r. ..,..r......s.+.r..+.r ..........w _JL ..+ +... +ra nu++ q w...... +.+...•u.e..u...�w..�..� - - E W N _ N `- W I Lo � >- r +� a Ue F �� O cri t LUJ cn m a: Lei cnm 0 T1_ I f � � L ! `ten 9 3 cn cn ROPOSE cn ! EAST,1 FLOWLfN EXISTING GROU s w w 4 t __j ' CENTERLINE 10 14- 11 N 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 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. _y EXISTING STREET NAME SIGN - 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 356 352 350 346 358 356 354 352 350 348 346 358 356 354 352 350 348 3 346 R/W 4.5 7.5' LANDSCAPE AREA I 1 to � J 2�' PROPOSED SIDEWALK PROPOSED CURB AND GU TTER IZ 4 V R/W 4.5' 75 LANDSCAPE r AREA r � J W r ° � r � o 2�' PROPOSED SIDEWALK PROPOSED CURB` AND GU TTER R/W 4.5' r . PROPOSED SIDEWALK LINE TABLE LK BEAM UMTM L1 NOO.55121 "E 101.03' 7.5' O 2Y' PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N n 1 cn r r- L. Lo oi c cm r s s { { g If ( ( (.0 ` `� L.t_ J ( 1 `C' i CN 101 11 co co r. n to m p �► �, 9 i ; CO W Li i J � d. 1 uj uj uji pse.._e..ie..u.. -r. ..,..r......s.+.r..+.r ..........w _JL ..+ +... +ra nu++ q w...... +.+...•u.e..u...�w..�..� - - E W N _ N `- W I Lo � >- r +� a Ue F �� O cri t LUJ cn m a: Lei cnm 0 T1_ I f � � L ! `ten 9 3 cn cn ROPOSE cn ! EAST,1 FLOWLfN EXISTING GROU s w w 4 t __j ' CENTERLINE 10 14- 11 N 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 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. _y EXISTING STREET NAME SIGN - 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 356 352 350 346 358 356 354 352 350 348 346 358 356 354 352 350 348 3 346 R/W 4.5 7.5' LANDSCAPE AREA I 1 to � J 2�' PROPOSED SIDEWALK PROPOSED CURB AND GU TTER IZ 4 V R/W 4.5' 75 LANDSCAPE r AREA r � J W r ° � r � o 2�' PROPOSED SIDEWALK PROPOSED CURB` AND GU TTER R/W 4.5' r . PROPOSED SIDEWALK LINE TABLE LK BEAM UMTM L1 NOO.55121 "E 101.03' 7.5' O 2Y' PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N 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 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. _y EXISTING STREET NAME SIGN - 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 356 352 350 346 358 356 354 352 350 348 346 358 356 354 352 350 348 3 346 R/W 4.5 7.5' LANDSCAPE AREA I 1 to � J 2�' PROPOSED SIDEWALK PROPOSED CURB AND GU TTER IZ 4 V R/W 4.5' 75 LANDSCAPE r AREA r � J W r ° � r � o 2�' PROPOSED SIDEWALK PROPOSED CURB` AND GU TTER R/W 4.5' r . PROPOSED SIDEWALK LINE TABLE LK BEAM UMTM L1 NOO.55121 "E 101.03' 7.5' O 2Y' PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N 356 352 350 346 358 356 354 352 350 348 346 358 356 354 352 350 348 3 346 R/W 4.5 7.5' LANDSCAPE AREA I 1 to � J 2�' PROPOSED SIDEWALK PROPOSED CURB AND GU TTER IZ 4 V R/W 4.5' 75 LANDSCAPE r AREA r � J W r ° � r � o 2�' PROPOSED SIDEWALK PROPOSED CURB` AND GU TTER R/W 4.5' r . PROPOSED SIDEWALK LINE TABLE LK BEAM UMTM L1 NOO.55121 "E 101.03' 7.5' O 2Y' PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N 7.5' O 2Y' PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N PROPOSED CURB AND GU TTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 10.00' 7.95' 4.20' 45'34'23 02 25.00' 39.09' 24.82' 89034'51" 25.00' 39.45 25.18' 90'25'09" 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N 18 ' Z I O 7.5' LANDSCAPE AREA R/W H4.5' k r l.0 1 I� „ l VARIES 1.5% VARIES 1.57o TO 3.5Z TO 3.57o _2 y PROPOSED 0.20' A. C. PA VINO SIDEWALK 0.40' AGG. BASE PROPOSED CURB 0.50' CO+CPA C TED SUBGRADE AND GU T TER 0 957' REL. DENSITY. SECTION rAm*'* SCALE: 1"= 109 STREET SECTION (PRIVATE STREET) 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N 18' 12' I 0 VARIES 1.5710 VARIES 1.5Z TO 3.57 TO 3.57' fUti PROPOSED 0.20' A. C. SIDEWALK PA 14NG PROPOSED CURB AND GUTTER 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE 0 95Z REL. DENSITY. SEC11ON 486� LANDSCAPE AREA R/W Y iJ Q I STREET SECTION (PRIVATE STREET) 18' I I VARIES 1.57' VARIES 1.57' TO 3.57' TO 3.5% 0.20' A. C. -' PAVING 0.40' AGG. BASE 0.50' COMPACTED SUBGRADE Ca 95% REL. DENSITY. SEC11ON SCALE:1 " =10' kV STREET SECTION (PRIVATE STREET) STATIONING TABLE REF. N0. DESCRIPTION C.L. STATION F.L. STATION 1Q B.C. STA. 10+4 6.739 12.00LT. STA. 10 +46.73, F.L. 2Q P.R.C. STA. 10 +53.87, 15.00LT. STA. 10 +54.68, F.L. Q E.C. STA. 10+61.01, 18.OQLT, STA. 10 +62.63, F.L. 4Q B.C. STA. 10 +47279 12.00RT. STA. 10 +47.27, F.L. 151 P.R.C. STA. 10+54.41, 15.00RT. STA. 10 +55.22, F.L. Q UNIT BOUNDARY STA. 11 +01.03, C.L. LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N LEGEND(CON T. 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 W31 (CA)" - END "R26(CA) " - NO PARKING "W14 -1,} - DEAD END "R3 -5R" -RIGHT TURN ONLY "W14 -2 - NO OUTLET "R4 -7" -KEEP RIGHT „W1 -�„ -DOUBLE ARROW "R81 (CA)" - BIKE LANE W1 -fi - SINGLE ARROW "W3 -3" - SIGNAL AHEAD "W1 -1" - CURVE ARROW - - a NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. u EXISTING CATCH BASIN EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE dy EXISTING SEWER CLEANOUT mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N mm TRACT BOUNDARY PHASE BOUNDARY LEGEND (CONT.): CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. ^I CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. �j CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK -SEE SCHEDULE 1Q FLOWLINE STATION -SEE TABLE �- PIPE SIZE 8"S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS S'FI4WW 12' R/W PA VARIES LANDSCAPE AREA 1 � 0 I1N. 27' I MIN. 21a ' MAX. 4: 1 MAX. 4: 1 PROPOSED SIDEWALK PROPOSED CURB AND GUTTER TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO MAXIMUM INTERVAL OF 200', NOTE: T- IN7LKbtC110NS, S & DRIVEWAYS ARE ACCEPT/181.E PASSING AREAS CONSTRUCT10N N0111 1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 Q CONSTRUCT 45 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3� FURNISH AND INSTALL 1 - 2" LANDSCAPE CONDUIT PIPE. O4 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W -31 (CA) SIGN WITH QM4 -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. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. REMOVE AND SALVAGE BARRICADE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 7O TYPICAL POP -OUT -SEE DETAIL ON SHEET 5. �$ TYPICAL CORNER -SEE DETAIL ON SHEET 5. OCONSTRUCT HANDICAP RAMP PER CALTRANS STD. DWG A88A CASE F SEE HANDICAP RAMP DETAIL "A" ON SHEET 1. 10 ADJUST EXISTING SEWER MANHOLE, STORM DRAIN MANHOLE AND SEWER CLEANOUT TO NEW FINISHED PAVEMENT GRADE. CONSTRUCT AND CONNECT TO EXISTING 4.5' SIDEWALK ALONG CANDYTUFT WAY AND CONEFLOWER DRIVE. SEE C.Q.B. STD. ST -3. 12 CONSTRUCT HANDICAP PASSING AREA PER DETAIL ON SHEET 5. iW.� �Tm. TYPICAL PASaING AREA DETAIL SCALE: I " =14' PFCORD DR 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. DI�r AT..�RT Call: TOLL FREE 1- 8Q0- 227-260Q AT LEAST TYMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA l l- (�YYB.rp m W U zo 0 cn W W= Of U m U Cn uji W w 0 N