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Home My WebLink About1.1-7240 Ph 1 - 6 Record DrawingREVIEWED BY: l//2_,5 -/l TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DI ECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) T TRACT 7240 PHASES1-6 CITY OF BAKERSFIELD, CALIFORNIA BASIS OF BEARINGS: THE BEARING OF SOUTH 89029'48" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF j BEARINGS SHOWN UPON THIS MAP. i I LEGAL DESCRIPTION: A PORTION OF PARCEL "A" OF LOT LINE ADJUSTMENT NO. 41-06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT NO. 0206218661 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE RECORD DRAWING PWASE + OWL-/ BY FRED X PORTER, RCE 33448 EXP. PHASING NOTE ?-ztr-/O DATE NOTE: PHASING SHOWN ON THESE PLANS CORRELATE TO FINAL MAP jE a z ESTIMATED QUANTITIES FOR PLAN <o a CHECK AND INSPECTION FEE CALCULATIONS. EC- END CURVE NOT TO BE USED FOR BIDDING PURPOSES. = PIVC- a� 1,622 0 0.45' A.C./0.70' A.B. (STOCKDALE HIGHWAY) STOCKDALE HIGHWAY S.F. LOCAL STREETS 14,556 L.F. 0.20' A.C./0.40' A.B. 542,604 S.F. 6" CURB AND GUTTER O L.F. 6" THICK DRIVE APPROACH 44,600 S.F. a w 81,570 S.F. TYPE "M" MEDIAN CURB (STOCKDALE HIGHWAY) 2,962 z � TYPE "M" MEDIAN CURB (LOCAL STREETS) 804 L.F. U 65 EA. METRO STREET NAME SIGNS 47 EA. 0 26 EA. WHEEL CHAIR RAMPS 42 U STREET LIGHTS (5800 LUMEN)** 46 EA. U) D EA. CROSS GUTTERS (12' WIDE) 7 Q a 5,995 L.F. STRIPING bi Ir 0 YUCATAN TYPE "A" CATCH -BASINS 25 EA. FL Q AMBLESIDE COURTZZ 14 GRAHAM PEAK DRIVE00 PROJECT SITE 15 DOWNHAM AVENUE Q J Q o BROCKBANK AVENUE CULIACAN Ld 1s JACOB CREEK DRIVE ONEFLOWER m 17 HANNAH LYN AVENUE BEACH ASTER 18 ELLA JANE WAY 19 a o Q z z j KERN COUNTY WATER AGENCY MEDFORD STREET 20 PHASING—SECONDARY ACCESS PLAN VICINITY MAP NO SCALE RECORD DRAWING PWASE + OWL-/ BY FRED X PORTER, RCE 33448 EXP. PHASING NOTE ?-ztr-/O DATE NOTE: PHASING SHOWN ON THESE PLANS CORRELATE TO FINAL MAP PHASING (UNLESS OTHERWISE NOTED) PHASE 1-6 TOTAL CONSTRUCTION CENTERLINE DWY- MATERIALS LIST FL- FLOWLINE (SEE SHEET 20 FOR INDIVIDUAL PHASE MATERIAL LISTS) ESTIMATED QUANTITIES FOR PLAN END CURB RETURN PI- CHECK AND INSPECTION FEE CALCULATIONS. EC- END CURVE NOT TO BE USED FOR BIDDING PURPOSES. BEGIN CURVE PIVC- ARTERIAL STREET 1,622 L.F. 0.45' A.C./0.70' A.B. (STOCKDALE HIGHWAY) 48,400 S.F. LOCAL STREETS 14,556 L.F. 0.20' A.C./0.40' A.B. 542,604 S.F. 6" CURB AND GUTTER 29,016 L.F. 6" THICK DRIVE APPROACH 44,600 S.F. 44" THICK SIDEWALK 81,570 S.F. TYPE "M" MEDIAN CURB (STOCKDALE HIGHWAY) 2,962 L.F. TYPE "M" MEDIAN CURB (LOCAL STREETS) 804 L.F. SURVEY MONUMENT ENCASEMENT 65 EA. METRO STREET NAME SIGNS 47 EA. TRAFFIC CONTROL SIGNS 26 EA. WHEEL CHAIR RAMPS 42 EA. STREET LIGHTS (5800 LUMEN)** 46 EA. STREET LIGHTS (9500 LUMEN)** 5 EA. CROSS GUTTERS (12' WIDE) 7 EA. SAWCUT 5,995 L.F. STRIPING 2,000 L.F. TYPE "A" CATCH -BASINS 25 EA. T OF ABBREVIATION CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LANDSCAPE MAINTENANCE NOTE NOTE: ALL LANDSCAPING, INCLUDING THE AREA WITHIN (ENTRANCE) MEDIANS SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. SHEET INDEX CO TITLE SHEET O GENERAL NOTES OPEN STREET PERMIT NOTE U w — ' 0 a UO w 0 cn LLIZ O a- Z w 0 w F cwnm=z�"Jo ��F-oLLZaz a Q z U r z Fr W 0 p w=¢zmpwmwp a(n=wzm>� --'.-_oz�W.:60 z W W wU�e<—Q)m 11 W =O W = Uzi cnU w LL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY INSPECTION NOTE NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS.) 03 STOCKDALE HIGHWAY — (STA. 33+78 — 45+00) -N- PLAN & PROFILE AND MEDIAN/STRIPING PLAN ® STOCKDALE HIGHWAY — (STA. 45+00 — 50+00) 27 PLAN & PROFILE AND MEDIAN/STRIPING PLAN CO ALDRIDGE AVENUE N Y w Ly W20 I ® CHATSWORTH AVENUE W 'm = O CORNWALL STREET 37 w w IW WHITTAKER STREET PHASE 3 o [1 CAVENDISH COURT 4 ® HAMMERSMITH DRIVE DATE.__ :t--CB#18-5 CD LONGHURST DRIVE - - F KINGSBURY COURT RrcOMO D¢Awo,.Ks Fol PNASFs I, 2.9 F"WrAGE OF LOTS (As 51-lOU�/t�) 10 NORTHAMPTON AVENUE &4 V -9Y rAP) I-8, >138-74 OF PHASE S DNLy. 11 WELLESLEY STREET C' w m 0 23 KINGSBRIDGE STREET - - L_ - 16 NEWBURY STREET 0 12 SUNNINGHILL AVENUE (STA. 10+00 — 21+00) X CD 13 SUNNINGHILL AVENUE ujI (STA. 21+00 — 24+01) w o i CD PADDINGTON STREET Z AMBLESIDE COURTZZ 14 GRAHAM PEAK DRIVE00 15 DOWNHAM AVENUE Q J Q o BROCKBANK AVENUE Ld 1s JACOB CREEK DRIVE m 17 HANNAH LYN AVENUE 18 ELLA JANE WAY 19 CHRISTENSEN COURT MEDFORD STREET 20 PHASING—SECONDARY ACCESS PLAN INDIVIDUAL PHASE MATERIAL LISTS 21 TYPICAL STREET SECTIONS ENTRANCE STREETS — MEDIAN PLAN KEY MAP LEGEND QX SHEET INDEX NUMBER DIRECTION OF DRAINAGE O CONCRETE MONUMENT Z1—F-m 5OU- ui LLIaFUZa w {- oW <aZ�V-0W 0=�iWzZaO wmZaaF-m- En Lu OQI- ¢wwww �UDO�wWZn pjZ Oo�w viZQpW criwwwWcfimzoW�~�~Z�ou?apmWr�ooa 6E v) jafci LU=UJ .. �Zp-wV)O�Uj U a�=0OzWgooW mQQ��-UUP= a0�:< Wzo¢ w<wZZ: ~ o�OLu< POO Z o�L,<az> Zccwx<QO�wO QW QwI=-u25c)a WD Z_I_Mh_ C6(L0(L n zoa L 0 Zww�WOz W Q-:WLi X _jam-azaXw>p�a 12 WOU QOOQH U w UJ pwi_Uw zo �YQ>.'w V) vZ-Lu 3:co a—zzz W (n C9 w w O w LL aaw�0_Zm oi-X> ujwW� >- 0 LL _ Q �� OOH z-�OwOoa-=�- w0—WwpH a vi=Qww�Z0 �0�� Oow zo=QDw=Qjr0 n ZM-wQW�wO_O baa=>o Joy (!) FWw ZW�H �w0�'dwa"'Z� aw =wO Q0°�Lj �0P 0 w¢Wu-z>u)mQ� ,1-WYU - JO Q Qw�Wz.d o m- �a U mZO0U�0_ ==�0Luogawz� ^ W0_OwQ�-�W0 rr_a(LF_ �oaa2 ry �o0Qi?wQ_� z� �Q z Gi - m LLI Qava<0wa I� o.}�� Q Z Z0Fw�o�Q 0 aW>0SZujF- WLaCZ.9Q�WWLd Z Wmmvnw�'�X> m 00 000w PROPOSED DERREL'S MINI STORAGE DIAL TOLL FREE 400-227-2600 55 -C-�- 9500 LUMEN STREET LIGHT -N- AT LEAST TWO DAYS BEFORE YOU DIG 51 -p- 5800 LUMEN STREET LIGHT 45 30 2p CCB#12 CATCH BASIN w/NUMBER 27 RECORD DRAWING 22 PROPOSED STREET NA ME SIGN 20c N Y w Ly W20 I EXISTING STREET NAME SIGN o IL W 'm = 35 36 37 w w IW w PHASE 3 o [1 a D 4 : FRED W. PORTED, RCE 33448 EXP DATE.__ :t--CB#18-5 A cEsF-TlF,cdTE OF 00cuPAJC-1 W'Lt_. 06'T- 6E- t ssuF-b I - - F ukIrlL- 51-6CyVA►.- rz_A"'IcF polve t20Ao /N►2C- RrcOMO D¢Awo,.Ks Fol PNASFs I, 2.9 F"WrAGE OF LOTS (As 51-lOU�/t�) 21 Go.nMeTa_ &4 V -9Y rAP) I-8, >138-74 OF PHASE S DNLy. 28 Z1—F-m 5OU- ui LLIaFUZa w {- oW <aZ�V-0W 0=�iWzZaO wmZaaF-m- En Lu OQI- ¢wwww �UDO�wWZn pjZ Oo�w viZQpW criwwwWcfimzoW�~�~Z�ou?apmWr�ooa 6E v) jafci LU=UJ .. �Zp-wV)O�Uj U a�=0OzWgooW mQQ��-UUP= a0�:< Wzo¢ w<wZZ: ~ o�OLu< POO Z o�L,<az> Zccwx<QO�wO QW QwI=-u25c)a WD Z_I_Mh_ C6(L0(L n zoa L 0 Zww�WOz W Q-:WLi X _jam-azaXw>p�a 12 WOU QOOQH U w UJ pwi_Uw zo �YQ>.'w V) vZ-Lu 3:co a—zzz W (n C9 w w O w LL aaw�0_Zm oi-X> ujwW� >- 0 LL _ Q �� OOH z-�OwOoa-=�- w0—WwpH a vi=Qww�Z0 �0�� Oow zo=QDw=Qjr0 n ZM-wQW�wO_O baa=>o Joy (!) FWw ZW�H �w0�'dwa"'Z� aw =wO Q0°�Lj �0P 0 w¢Wu-z>u)mQ� ,1-WYU - JO Q Qw�Wz.d o m- �a U mZO0U�0_ ==�0Luogawz� ^ W0_OwQ�-�W0 rr_a(LF_ �oaa2 ry �o0Qi?wQ_� z� �Q z Gi - m LLI Qava<0wa I� o.}�� Q Z Z0Fw�o�Q 0 aW>0SZujF- WLaCZ.9Q�WWLd Z Wmmvnw�'�X> m 00 000w PROPOSED DERREL'S MINI STORAGE WATER AGENCY TENTATIVE TRACT 5963 TENTATIVE TRACT 6144 M ` 0)to Rf (.0 0 O Z i � - N (V to M U � � �X Z_ m N uj W N co Z w O 07 N Z..' M W _ N co O co O N r —i 56 55 54 53 52 51 44 45 30 2p 28 27 26 25 24 23 22 21 20c N Y w Ly W20 I \� o IL W 'm = 35 36 37 w w IW w PHASE 3 o [1 a D 4 • :t--CB#18-5 PHASE 1 I - - F 31 12 20 21 22 23 124 25 J27 28 C' w m 0 23 - - - L_ - 16 WATER AGENCY TENTATIVE TRACT 5963 TENTATIVE TRACT 6144 M ` 0)to Rf (.0 0 O Z i � - N (V to M U � � �X Z_ m N uj W N co Z w O 07 N Z..' M W _ N co O co O N r —i 9 10 11 I I , �\ OP 00 d0 0 a 5 >� 14 13 l 12 / / / / / .>�57938 S 34 35 0 CD� 1 36 cO � J I I 00 �- ! ui CL I I I A�Q o; T c . z u o SUMP m I I W W w Wn — -- U) 0 56 W_ III � O 57 � I I 58 11 12 I I 10 • 13 9 �i 14 I I LO I 8 16 15 NII fy 7 I , 16 w0, I F_ II Z0l __j 17 <Z1 I I LLJ W ww� I I 57 56 55 54 53 52 51 44 45 di 47 48 o 0 50 a � �. w 0 °o N Y w Ly W20 I \� o IL W 'm = 35 36 37 w w IW w LL o [1 a D 4 9 10 11 I I , �\ OP 00 d0 0 a 5 >� 14 13 l 12 / / / / / .>�57938 S 34 35 0 CD� 1 36 cO � J I I 00 �- ! ui CL I I I A�Q o; T c . z u o SUMP m I I W W w Wn — -- U) 0 56 W_ III � O 57 � I I 58 11 12 I I 10 • 13 9 �i 14 I I LO I 8 16 15 NII fy 7 I , 16 w0, I F_ II Z0l __j 17 <Z1 I I LLJ W ww� I I 57 56 55 54 53 52 51 44 45 46 47 48 49 50 21 43 42 41 40 39 38 O Z�I I-- U) 19 c)al I 3 N Y w Ly W20 I 36 37 " 'l- 33 34 35 36 37 LA lkli 21 • :t--CB#18-5 Q - _ I - - -N- KEY MAP SCALE: 1'=200' 0 18 � U) l L O Z�I I-- U) 19 c)al I 3 N Y w Ly W20 I oZi I I I` Nw LL -� 0111 21 • I I 22 o — C' w m 0 23 --j N 16 24 — � I i CD t CD z O U) Nw LL • 7 25 DATE 11/20/2014 -- PA JOB No. 14-2772 27 26 SHEET 0 i f� CITY RECORDS No. OF 21 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 CALTRANS STANDARD PLANS 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 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO 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 OBTAIN LATEST EDITION THEREOF) REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL DESCRIPTION z w w 0 ' J"j � U 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY STANDARD PLATES v LL �WSz0 zr-o 3: PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN W a v o m o cn CITY ENGINEER'S REVIEW AND APPROVAL: CITY STD. N0. 6 W� W W 0 0 m z a zz o.azzp�0 l,6Tz<0w0w,E-22oo�m Z 00 � w 11' z Lu c7� _j j=9�pa 0 w oz w= 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. REFUSE CONTAINER PAD m wo A. A LIST OF AGGREGATE AND ASPHALT SOURCES. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) ST -1 w wo z U, _ < o z z o B DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE ST -17 AUDIO OUT TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE a a z 0 SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 CALTRANS STANDARD PLANS 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 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO 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 OBTAIN LATEST EDITION THEREOF) REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL DESCRIPTION z w w 0 ' J"j � ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY �w►=-�QzwW Q W20w=WtAU `" o o WIDE CROSS-GUTTERz v LL �WSz0 zr-o 3: PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN CITY STD. N0. DESCRIPTION CITY STD. N0. 6 W� W W 0 0 m z a zz o.azzp�0 l,6Tz<0w0w,E-22oo�m SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. c7� _j j=9�pa 0 w oz w= PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED REFUSE CONTAINER PAD 61-- z - 2 WHITE 781-3 C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY ® ST -1 CURB AND GUTTER (TYPE "A -,-B" AND "C") ® ST -17 AUDIO OUT TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE UFz W ~Q(wj¢0w DRAINAGE BASIN `-` z- m a w8wW z z LL 0 CATCH -BASIN, TYPE "A" a�cwi�Q►¢-Uwvp5Wco w "A-1" THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -18 Da'F-Ow W co -w22` o m co F 0 0 ti W CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD Z 0 a"Bu w O > & COVER FOR MANHOLES & CLEANOUTS LnV Wz ==w=� �FRAMES 16. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE ® ST -3 SIDEWALK ❑ ST -19 B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX ® ST -4 RESIDENCE DRIVEWAY ❑ ST -20 DESIGN. WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE ❑ ST PAVEMENT PATCHES ® ST -22 CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF -6 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT - _ _ _ PAVEMENT. ❑ ST -7 CROSS -GUTTERS ❑ D-10 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER SHALL FO O LLOW AND MEET ALL A.D.A. STANDARDS AS MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE I SHOWN CALTRANS STD. PLAN RSP A88A. ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ D-11 SPECIFICATIONS SHALL BE MET. 0° BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. ® ST -9 STREET SPECIFICATIONS ® D-14 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL I 3'-$" TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF ® ST -10 STREET SECTIONS ❑ D-15 Fyc� CONSTRUCTION. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE I J 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. ❑ ST -10A STREET SECTIONS ® D-16 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ® ST -11 STREET CROSS SECTIONS ❑ SW -4 ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM ❑ ST -12 ALLEY CROSS SECTION ❑ SW -5 SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ® ST -13 SURVEY MONUMENT ® T-1 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 ® ST -14 "STREET LIGHT, MAST ARM TYPE ® T-5 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 ® ST -15 CUL-DE-SACS ❑ T-12 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 ® ST -16 STREET KNUCKLE ❑ T-24 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING "FIBERGLASS STREET LIGHTS NOT ALLOWED ® T-34 SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 CALTRANS STANDARD PLANS 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 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO 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 OBTAIN LATEST EDITION THEREOF) r- W wx¢zmpwmw p Ww DESCRIPTION z w w 0 ' J"j � ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY �w►=-�QzwW Q W20w=WtAU `" o o WIDE CROSS-GUTTERz v LL �WSz0 zr-o 3: MEDIAN CURBS (TYPE "M","M-1" AND "M-29*) z a a o TEST 375. z o _ig�: M> -W HANDICAP RAMPS 6 W� W W 0 0 m z a zz o.azzp�0 l,6Tz<0w0w,E-22oo�m PRIVATE STREET GATES c7� _j j=9�pa 0 w oz w= PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED REFUSE CONTAINER PAD 61-- z - 2 WHITE 781-3 o0¢�wWzSa TRENCH BACKFILL AND COMPACTION REQUIREMENTS z�ow�Wa�oo ¢ d BLACK TBI -4 v a z o a z p w w w a O z¢ SIDEWALK UNDERDRAIN AUDIO OUT COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE UFz W ~Q(wj¢0w DRAINAGE BASIN `-` z- m a w8wW z z LL 0 CATCH -BASIN, TYPE "A" a�cwi�Q►¢-Uwvp5Wco w "A-1" Z o W� _Ln vpa- CATCH-BASIN, TYPE ow w= W= M< Z a Q 70,-- GUTTER DEPRESSIONS 3: z'0 > D J C) LL w W O� W= W o m x "A" Da'F-Ow W co -w22` o m co F 0 0 ti W MANHOLE, TYPE WITH DROP CONNECTION Z 0 a"Bu w O > & COVER FOR MANHOLES & CLEANOUTS LnV Wz ==w=� �FRAMES 16. �-�-oar-Uoa¢2 STREET SIGN, POST TYPE MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL MINIMUM ACCESS DESIGN SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 CALTRANS STANDARD PLANS 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 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO 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 OBTAIN LATEST EDITION THEREOF) 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR ( e' ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF BELOW THE GRADE ESTABLISHED BY THE ENGINEER. THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE WAVING NOTES 1. 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 CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. 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 STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT 'BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. e__-, � � _-, 7y-1 __- WHEELCHAIR RAMP DETAI SCALE: 1"= 5'-0' li It RESUME. CAPPED IN PULL BOXES 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY CALTRANS STD. PLAN DESCRIPTION AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA WIRE COLOR ASSIGNMENTS TEST 375. ® RSP A88A CURB RAMP DETAILS 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 a PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED INTERCONNECT CABLE A RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, WHITE 781-3 WHITE NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR AUDIO IN BLACK TBI -4 HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED C AUDIO OUT COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE BLACK E ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS GREEN 781-6 GREEN THE IN-PLACE DENSITY REQUIREMENTS. 78-1 15. 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 VAIES R=4'(1.2m) AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK 0 wco o a SHALL BE AT THE CONTRACTOR'S EXPENSE. w a 16. 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. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. 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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER SHALL FO O LLOW AND MEET ALL A.D.A. STANDARDS AS MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE I SHOWN CALTRANS STD. PLAN RSP A88A. CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED I 0° BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL I 3'-$" ��,\X CONFORM TO ONE OF THE FOLLOWING: Fyc� A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE I J GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE I �, y 9 ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR ( e' ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF BELOW THE GRADE ESTABLISHED BY THE ENGINEER. THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE WAVING NOTES 1. 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 CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. 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 STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT 'BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. e__-, � � _-, 7y-1 __- WHEELCHAIR RAMP DETAI SCALE: 1"= 5'-0' li It 18-1 78-2 T8-3 (Comm In) TB -4 (Comm In) 78-5 (Comm Out) TB -6 (Comm Out) INIZRSEC77ON LOCADON A ?5mm) 2'(50mm) CONDUIT 2'(50mm) CONDUIT 3'(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE o S7D PLAN E5-8 a SECTION A -A FOR ADDITIONAL DETAILS. NO.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EX7FNS/ON SIMILAR) MUL 77 -DUCT NIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSNEETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE AL7ERNAIF MEANS OF COMMUN/CA 110N /S PROVIDED FOR /N THE CITY VAMC COMMUN/CA77ON MASTER PLAN MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUN/CA LION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUN/CA77ON MAS7FR PLAN, PULL BOXES ARE TO BE N0. 6. ALL OTHERROUTES INSTALL 2" (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WN EXTENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXIS771VG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SEC77ON 86-2.05C 'INSTALLARON' OF THE STANDARD SPECIRCA77ON SHALL BE INCLUDED /N ALL INTERCONNECT CONDUIT FOR /NSTALLA 17ON OF FUTURE CONDUCTORS CITY ENGINEER INTERCONNECT DETAIL NTS 7B-1 7B-2 78-J (Comm In) 7B-4 (Comm In) 78-5 (Comm Out) IB -6 (Comm Out) INkRSE001V LOCA7709V B LIDS SHALL READ 'TRAFFIC SIGNAL' KNOCKOUT FOR 4'(100mm) MUL 77DUCT OR MUL 77 -CONDUIT SYS7EM (NOT REQUIRED FOR NO.5 PULLBOX) 3T(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B C2P MODEM /NTERCONNECT%7FM/NAL BLOCK T8-1 CAPPED IN PULL BOXES .4 INPUT PANEL 14 WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR TB -1 WIRE COLOR a MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE 781-3 WHITE B AUDIO IN BLACK TBI -4 BLACK C AUDIO OUT RED 781-5 BLACK E AUDIO OUT GREEN 781-6 GREEN = J 78-1 R=4 MIN. TB -1 18-1 78-2 T8-3 (Comm In) TB -4 (Comm In) 78-5 (Comm Out) TB -6 (Comm Out) INIZRSEC77ON LOCADON A ?5mm) 2'(50mm) CONDUIT 2'(50mm) CONDUIT 3'(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE o S7D PLAN E5-8 a SECTION A -A FOR ADDITIONAL DETAILS. NO.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EX7FNS/ON SIMILAR) MUL 77 -DUCT NIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSNEETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE AL7ERNAIF MEANS OF COMMUN/CA 110N /S PROVIDED FOR /N THE CITY VAMC COMMUN/CA77ON MASTER PLAN MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUN/CA LION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUN/CA77ON MAS7FR PLAN, PULL BOXES ARE TO BE N0. 6. ALL OTHERROUTES INSTALL 2" (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WN EXTENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXIS771VG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SEC77ON 86-2.05C 'INSTALLARON' OF THE STANDARD SPECIRCA77ON SHALL BE INCLUDED /N ALL INTERCONNECT CONDUIT FOR /NSTALLA 17ON OF FUTURE CONDUCTORS CITY ENGINEER INTERCONNECT DETAIL NTS 7B-1 7B-2 78-J (Comm In) 7B-4 (Comm In) 78-5 (Comm Out) IB -6 (Comm Out) INkRSE001V LOCA7709V B LIDS SHALL READ 'TRAFFIC SIGNAL' KNOCKOUT FOR 4'(100mm) MUL 77DUCT OR MUL 77 -CONDUIT SYS7EM (NOT REQUIRED FOR NO.5 PULLBOX) 3T(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES .4 z • .� •�. 1C� .2 •i . ,y. a > o w Ld tY 00 W .. 4' r r 4r 0 VARIES w w = J m R=4 MIN. WWW ((1.2m), VAIES R=4'(1.2m) M/N. 0 SWEEP TO PULLBOX NO 7E- TO BE USED ONL Y WHEN CONDUIT /S ALLOWED TO BE PLACED AT GUTTER LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG V Z M ��/hrn L0 VJ O W z ulFo c Q > U U �(.0 0 06 � m X (a ti Z Y W m N 06 Z apps o 0U)~ Lu �M W N I..L O IZ o 0 L ��G�NEER ♦c b/ 0o N a W _> U � U 0/9321 U) W F- O z J a w z w CD z 0 w a > o w o 0 tY 00 W o H a w w = J m 1 WWW 0 wco o a LL a w a ��G�NEER ♦c b/ 0o N a W _> U � U 0/9321 U) W F- O z J a w z w CD r - DATE 11/2012014 N PA JOB No. 14-2772 SHEET E 0 a E2 i N OF 21 SHEETS z 0 > w w r - DATE 11/2012014 N PA JOB No. 14-2772 SHEET E 0 a E2 i N OF 21 SHEETS CONSTRUCTION NOTES FL' FLOWLINE STATION M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CL CENTER LINE M2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -(9- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 38+72.05 PER WHEELCHAIR RAMP DETAILS ON SHEET 2. + INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. J V z Q Q 0 SAWCUT TO NEAT, 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 58.14' CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR +z 06 + Ki + TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. �, EXISTING UTILITY POLE © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING OO SEWER MANHOLE V PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. © SEWER CLEANOUT []7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) 00 - 0b �xU) DQ' STORM DRAIN MANHOLE ® INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. L-13 - QLd ±°� 41+18.0: RP 2' RI - - --- RIGHT-OF-WAY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - - - - - SEWER ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 5.00' RT STORM DRAIN RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. - !--dl- EXISTING EDGE OF PAVEMENT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ( w -- - I - - - - -_ EXISTING CURB AND GUTTER PER APPROVED CITY OF BAKERSFIELD, t= SEE PLAN VIEW FOR WESTSIDE PARKWAY - PHASE 6C PLANS D 4/28/14." w STRUCTURAL SECTION - r 31+96.77�c, 33+78.89 _ _ 7 EC 600 RADS - - - - yh P 34 r 35 r. 36-`�`��`�'�� N NOTE: CONTRACTOR SHALL SLOPE ROPOSED E.P. 0 2.5% AWAY FROM NEW SAWCUT LINE. PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT PER APPROVED "CITY OF BAKERSFIELD, WESTSIDE PARKWAY - PHASE 6C PLANS DATED 4/28/14." ----------00 LO 7 /-ED 1 **= PROPOSED EDGE OF PAVEMENT, UNLESS CURB AND GUTTER, PAVING, ETC. IS DONE ALONG THE NORTH SIDE OF STOCKDALE HIGHWAY BY SEPARATE PLANS AT TIME OF CONSTRUCTION. TO BE FIELD VERIFIED). CURVE TABLE CURVE RADIUS LENGTH V TANGENT C5 30.00' � W 90'00'00" 30.00' RT 38+57.05 48.86' I m0 40 41 N qk Z 42 43 �. RT 38+72.05 a 0� TANGENT a -j O kN j cn J V z Q Q 00 Q3: 57.45' RT 39+17.05 58.14' cli +z 06 + Ki + Mm v M Lo 3 co **= PROPOSED EDGE OF PAVEMENT, UNLESS CURB AND GUTTER, PAVING, ETC. IS DONE ALONG THE NORTH SIDE OF STOCKDALE HIGHWAY BY SEPARATE PLANS AT TIME OF CONSTRUCTION. TO BE FIELD VERIFIED). CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C5 30.00' 47.12' 90'00'00" 30.00' TAPER "A" TABLE STATION OFFSET 38+42.05 48.00' RT 38+49.55 48.17' RT 38+57.05 48.86' RT 38+64.55 149.55' RT 38+72.05 1 50.75' RT TANGENT M SEE TAPER "A" TABLE 39+02.05 56.25' RT 39+09.55 57.45' RT 39+17.05 58.14' RT 39+24.55 58.83' RT 39+32.05 59.00' RT SEE PLAN VIEW FOR 01 STRUCTURAL SECTION NOTE: CONTRACTOR SHALL SLOPE PROPOSED ** O 5 E.P. ®2.5� PROPOSED EDGE OF PAVEMENT r AWAY FROM NEW SAWCUT LINE. fd- _----------------------------- ------ 5 ©------- -- __ .rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr-- ..r 1 rrrrr_rr rrrrrrrrrrrrrrri�rr-r-.ter-- rrr 4L. _ 41+18.05 ., oc, 6°0 _ o Z 4 I j W h 39 40 41 42 S``'� P S89'29'48"E 43 _------1Q, ---------------- Q- yP---------- STA. 43+98 - Lrrr�r -1 z -rr--- rrrrrrrrrrr rrrrrr- r • � r �.�.-rrrrrr-..- __ r�r�....��--�--ter _ W 5 1 rr ( tCl ------------------------ (� _ rrr rr ._. __ f 23 50315 - 0316 5 (� 6 TYP. 3 w T750314 •!"''' 7ri in I I) I STOCKDALE HIGHWAY illi ii -- - -- - ;I 44 Q 45 46 Q 48 47 49 QQ 47 m m C9 m z ----------------z ----------- W 0: O cr N C3 * O M O (SEE NOTE "A") C4 1 M SEE TAPER "A" TABLE PHASE 3 cd STOCKDALE HIGHWAY illi ii -- - -- - ;I 1 I 2 I 3 ( 4 N 47 1 31+96.77 EC 600' RAD. 22 - ---------- ' NY 7. 7RAD. 7.00 RT�7.00' LT ----------------z ----------- - - - - - - - --' 37.96' N C3 Nk z (SEE NOTE "A") C4 1 I 34 35 36 37 39 38 39 40 cd Z g .__I �-- F- 41 U O m Q W CL i SECTION LINE 7B F� W LJ ¢ H V � ul tY W U) tY �- x 00 - 0b �xU) CD co rri� 0C)iLc) QLd ±°� 41+18.0: RP 2' RI PROPOSED E.P. �r V LlJ I N� N 5.00' RT U) 5 C* CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER 0.717'MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=9.0 R=44 47.12' 47.12' SEE TAPER "A" TABLE _ ON CURVE ON CURVE _ _ N N O t1 d' W I� - w� 0 m U� UOf � 0 U) 0� ul mW M MtM wM QM (L 1�N m� wM mtrj w� QN N est =tom to to J to + O to M LLO ulOM cD to to I M <0 V -•t JQ Q Q M to O co r- to -J 1- C j p u- u- m m " + + + M Q n_ n a- 6 00 . z Lo 2.0 06N O m w 356:...:...:.to LO to EX/ LING TOP OF'PAI7F"MENT o riQ . . . . . . . . . . . . . . . . . .M f . . . . . . . . . . . . . "' . . . . . . . . . . . . . . . . . . . . . . . . . . .N . . . . . . . . . . . 04 . . . . O. . AT CENTERLINE a �o . . . . . . CO�v . . . . . . . ugh ;O . . . . . . � `'SPG . . . . . t i �.756 Cb 00 0 354:...:...:... +0.21% -0.20 ... +0.20% ................ :354 +0.20% +0.20% ik18 DES/GN FLOWi/N£ PROFILE . . .-0.20% +0.20% ... : ............. ........ ... .................. ...................................................+.r4..................................................... .... ..EY/S11MG %ViTURALRO!%N) - PROFILE AT fZOWLINE DES/GN FLONL/NE: PROF/LE 352:...:.......:. ................................•............................................................................................•..................................................:352 33+00 34+00 35+00 ! 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 SOUTH FLOWLINE PROFILE z I J 0 0 SEE DETAIL 21 FOR A.C. AND TOP OF CURB GRADES (TYP) r.e NOTE "A": CENTERLINE STATION SHOWN FOR EC 600' RADIUS IS PER APPROVED "CITY OF BAKERSFIELD, WESTSIDE PARKWAY - PHASE 6C PLANS DATED 4/28/14." TO BE FIELD VERIFIED, PRIOR TO CONSTRUCTION. 41 42 43 - -- - - - - -- v, 280' TRANSITIONo - 34+83.76 PROPOSED EDGE OF PAVEMENT** _ 41+54.71 EC 60' RAD. 5.00 LT 47 1 31+96.77 EC 600' RAD. 22 - ---------- ' NY 7. 7RAD. 7.00 RT�7.00' LT ----------------z ----------- - - - - - - - --' 37.96' N C3 1+18.0 5 _t R=600' ( _- (SEE NOTE "A") C4 1 I 34 35 36 37 39 38 39 40 1 180'00'00" 44+09.71 g 41 --------- i SECTION LINE 7B R C 9 9 41+18.0: RP 2' RI PROPOSED E.P. R4.7, iolN I I N 5.00' RT r.e NOTE "A": CENTERLINE STATION SHOWN FOR EC 600' RADIUS IS PER APPROVED "CITY OF BAKERSFIELD, WESTSIDE PARKWAY - PHASE 6C PLANS DATED 4/28/14." TO BE FIELD VERIFIED, PRIOR TO CONSTRUCTION. 41 42 43 i 1 44 1 45 1 46 1 47 1 SEE SHEET 4 FOR STRIPING -SIGNAGE LEGENDS AND NOTES MEDIAN AND STRIPING PLAN TlMdt , (CA) CAS 36' 36' 111 11 8' 22'12' 22' 8' 48 49 CORNWALL STREET SEE SHEET 7 STOCKDALE HIGHWAY "'T"' t T it 43+19.71 RP 1' RAD. BGN BAY TAPER -- 6.00' lT -- `°L--5_00=RT 38 l 42 -. 43 C-41 N �I 41+70.71 42+76.27 RP 1' RAD._ N BGN TRAM 6.00' RT t01 7.00' RT SEE TAPER "B" TABLE Lrf HORIZONTAL: 1"=50' VERTICAL: 1"=2' I OI 44+09.71 0 I END BAY TAPER 7.00' LT----_� C39-)-1Ln P� - Cv z - -- - LLJ 9L0I (n c. 1 2 3 4 5 LENGTH DELTA TANGENT i i -N- HORIZONTAL: 1"=50 U O - � a U O w o w IZ00 wZWF �m=zFwa-0 wJF'o,nix- .z0z aazUFz�w0 O -J -i= � U �wtx-�'J'zcn x zF-U�ypOlLLi.p� W;a Oogwgcncnp oz z�at_:�ri�_vwzo zzxaazZp z 0323: w g-�oa ww�>0Vzx<nrue, ow�iw8fww ou c6 m t�u-I.-DZtV�00Om opt §wozc, p� Z U g -, - O Z> OUQOZOU�oOw °.10 -w�x-U zw=ZaSwtp-w�wt>+1UpZz~O oQUzaa zwQp2U-=UZ ww��;Q U5 w 63 w W�UcoLnW = Z Q z 0 �u- Qo�8oaoMx- CD Cax Z 00 gam2Twx tYw 3QZF-x>��0cn� Q�p�Ww=wpm waouz>c�n°-J°¢c=n W WOWZ-jz <w-j-,wU0§ =0. wCO amiEo W ZD f-boat-00w<m TAPER CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2.00' 1.27' 36'14'58" 0.65' C2 60.00 37.96' 3614'58" 19.64' C3 1.00' 3.14' 180'00'00" -- C4 1 7.00' 21.99' 1 180'00'00" TAPER "B" TABLE STATION OFFSET 43+19.71 5.00' RT 43+27.21 4.81' RT 43+34.71 4.25' RT 43+42.21 3.31' RT 43+49.71 1 2.00' RT TANGENT 44+79.71 4.00' LT 43+87.21 5.31' LT 43+94.71 6.25' LT 44+02.21 6.81' LT 44+09.71 1 7.00' LT U _ z o M rnU) U) o W Z L I� W ccl Q>c3� O ca ch (D N Z Y Q W m N O 06 Z Q) o ci Z M Lu w �-- N Cfl O O 0 0 N L 17� W w 0 0 0 0 O w ui o .a w w ZZm w w = w LL c 'S Lu W LL. a a O i� Z .a 0 to w DATE 11/20/2014 N PA JOB No. 14-2772 11i SHEET E 0 Q E3 i C14 N I--, OF 21 SHEETS i� .a CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. F5_1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. M7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ® INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. L-13 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. :-I T -m FL FLOWLINE STATION CL CENTER LINE INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. cob EXISTING UTILITY POLE Os SEWER MANHOLE 0 SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - - RIGHT-OF-WAY - - - - SEWER STORM DRAIN -11L --JJJ- EXISTING EDGE OF PAVEMENT i i I NOTE: CONTRACTOR SHALL SLOPE PROPOSED E.P. 0 2.5% AWAY FROM NEW SAWCUT LINE. ------------------ ---� - 1- I L-- --_-_---- - - -- --------- ---- - - - - --.-..-----. 5 E S89' 948 -______----_. E 49+96.41 CL INT CAP Ea►p CK - T - - - - - -- - __T- cco.anu ir _.._._. 50313 i.� in �\\ .'A� 560-oom' e", OELova 5�� W W= 6 7 8 9m 10 11 U 46+16.41 56.22' U 46+26.41 56.87' RT 46+36.41 57.97' RT 01) ~t "A'': (2-) RT to 04 Lo po 46+86.41 66.50' mom rAt-L. 46+96.41 w w HM m z m . 69.78' nv 04 47+26.41 i�LL C3�C PE PL L.aF3. N RT v coo + 0 + o �M VW4. i(rfn<AL-� + o .................z..............................� W ` SEE TAPER 'C' TABLE v PHASE O 358:...:.. :...:...:...:Q 3 :...:...:...:... yv 6 tt ter' liI Ii oit � 1 tl STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) STOCKDALE HIGHWAY CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER 0.7VIMIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY SEE TAPER 'C' TABLE TI=9.0 R=44 (49.72') ON CURVE -N- HORIZONTAL. 1"=50' VERTICAL: 1"=2' Z m W W= r- 0) 46+06.41 56.00' U 46+16.41 56.22' U 46+26.41 56.87' RT 46+36.41 57.97' RT 01) ~t 59.50' RT to 04 Lo po 46+86.41 66.50' to 46+96.41 68.03' HM �M m 69.13' m M 47+16.41 69.78' nv 04 47+26.41 70.00' RT v - NO PARKING ANYTIME ......� ....c, m .................z..............................� W + O 358:...:.. :...:...:...:Q :...:...:...:... ...:...:........................ ....... ..........................:358 co ;EX/SUNG: TOP OF'PA1fMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G . . . PROF/LE AT CENTERLIN/'0 . 9 6R . . . . /\ . . . . . .. SPG. . . . . . . . . . . . . . . . :�. : onp � 356 - - - - �`' ..�. �........... -.... - ......... ........ ..................... ....... ........................... 356 .1.0.20% 354 . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . : +0.20% : : : : : -0.20% . . . . . . . . . .-7 Q. . . tzorl9rN . P....Ra'Zf . . . . . . . . . . . . . . . . . . . . . . . �. .76`x). . . . . . . . . . . . . . . . . . . . . . . . . . . '354 45+00 46+00 47+00 48+00 49+00 50+00 51+00 SOUTH FLOWLINE PROFILE i SEE DETAIL 21 FOR A.C. AND TOP OF CURB GRADES TYP 46+06.41 47+26.41 49+46.94 I SEE TAPER "D" TABLE _ BGN BAY TAPER END BAY TAPER RP 2' RAD. ' - - - - - - - ------ 13.00' RT - --------------P.00'LT --------- ��-- 5.00' LT- J 3948 � `� 39 C 45 46 47 48 49 50+00.0 gC�QDRY _ 4 +96.41 o - --- - C-4 IN - - _ 38 R NY 39 g R - E cli tZ't- 9 M _. 39 N Cy -7 ! �'\ 122.(0 �-, �• �\ _-- �� 12A \Hl 'I 5 6 7 8 9 10 STOCKDALE RANCH MEDIAN AND STRIPING PLAN (BY SEPDARRATE PLANS) STOCKDALE HIGHWAY TAPER "C" TABLE STATION OFFSET 46+06.41 56.00' RT 46+16.41 56.22' RT 46+26.41 56.87' RT 46+36.41 57.97' RT 46+46.41 59.50' RT TANGENT RIGHT TURN ONLY 46+86.41 66.50' RT 46+96.41 68.03' RT 47+06.41 69.13' RT 47+16.41 69.78' RT 47+26.41 70.00' RT CURVE TABLE CURVE RADIUS I LENGTH I DELTA TANGENT Cl 2.00' 1 6.28' 1 180'00'00" -- TAPER "D" TABLE STATION OFFSET 46+06.41 13.00' RT 46+16.41 12.74' RT 46+26.41 12.01' RT 46+36.41 10.74' RT 46+46.41 9.00' RT TANGENT RIGHT TURN ONLY 46+86.41 1.00' RT 46+96.41 0.74' LT 47+06.41 2.01' LT 47+16.41 2.74' LT 47+26.41 3.00' LT -N- HORIZONTAL: 1"=50' ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS NOTED OTHERWISE 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIGN LEGEND EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. a RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION SIGN CODES U SE twow m� z0�o W wzWo� wmwcnwWa�o w=¢zhzWwzO �cn�wZ�>Fcn¢ �oacZLu WEE ��o��" w h a z 10 w LL C9= oTmmwTmlx Z h U h p O LL p~ p�aaawwa0�f h=pw z Za0QD y Y 0Q}0 zwUzowz0amo� V50?:- PEM. ww>->OUz=w pwQwU�whcno ¢�FozW000m p Oa3: w W z p Q o}zpgcn_'oz> a w O W= U p OU or w'-- a. 0 ow�-mz0R z p w w w'i w O z< �z =owc�a O a O w h U O p U O U= U W H z w Q O w hzw a0cnin U Z 8 w 8 w w z z m c°nws=Z¢ww0cco p��>-Ow��== C7tnw==aa0p z_pSUfnWz= xW 3. z- S> p -j w U L_ W p0�wW �w=w Om O J � co mi u � aSozpww mWo0z3?oam aC.�-, W Ufa>h wwUOW Z cn}fin co t=�oa o PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES 'YELLOW © INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. -F- INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN. 4- m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -2V - TYPE II VERTICAL OBJECT MARKER OM4-3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN R1-1 - STOP SIGN R3 -5(R) - RIGHT TURN ONLY R4-7 - DIVIDED ROAD R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R7-9 - NO PARKING BIKE LANE R11-2 - ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81 - BIKE LANE W1-6 (R) - ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1-6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) W1-7 - TWO -DIRECTIONAL LARGE ARROW SIGN W3-1 - STOP AHEAD W3-3 - SIGNAL AHEAD W31(CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. U z 0 m O � O W Z L� W Fu M Q U , U N m X 0 06 Q U) 0 a) ILL Z_ Qm N W N M 06 Z_ N o z (oN W Z � ch W _ F_ N Cfl LL O O O O `V ^ r L 00 to 4 M W o- dam, Of } Q 2 cn W o CL LL o O 0 O w UJ t9 W W 2 a = _j W u - ui m w w a 00 to 4 M W o- dam, Of } Q 2 cn z 0 U) w co DATE 11/20/2014 N PA JOB No. 14-2772 SHEET E 0 Q E4 i N i OF 21 SHEETS CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. MAX. DENSITY, TO A DEPTH OF 1') 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. _ DWG. NO. D-14 ® CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) 70 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION ■ � 39 38 CL -<> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.Q.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. co� EXISTING UTILITY POLE 0 SEWER MANHOLE 0 SEWER CLEANOUT © STORM DRAIN MANHOLE -- - -- RIGHT-OF-WAY ----- SEWER STORM DRAIN -��L- - -�- EXISTING EDGE OF PAVEMENT PHASE 3 ALDRIDGE AVENUE CONSTRUCT 0.26MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 FuE, WOco co ►=o t}i ZdZ w=zaz~zwtl,�0 aft)=wzc�„>°�°t`)a �oa`��p��V EwI—LuQLu z�wQQ ..�F' o' wcoo F-U�ypOLLp� �Ow� Ow�Lotn zo azz'x�oFxzw M omU wWU-owZwzzoazog23'dWP9ww ww>-022z:w0 aw vpWoi =LLoQF�owz ? wp Z aZ§EwoUEm Zp;�n0pa w ZOwwwLLorOZQ Oazat=-W8amir U=O W F= --Z WQpO , Z w 's U w LL Z m iL Z Z Z V >LL U O� ww=SZQw W pf_n p �> OLL�gw2 z JOwUoa-x'- oXiwi, <=, oz p 3;:zF'x>p0LL �oa,� 9wO�&W=wOg 2Q:H6W W(nJ�-� WapLLZ�tnm! f >>=W t--mOul- Lu Qw�WwUzz CD O>t- WwVOWZ�I>_co txtx-on0.1-0ocra2 _I_j U O d. -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.42' 31.42' ON CURVE ON CURVE o- r- 110 `"on wC4 0_O afO) Of P004 � w eh 110 1100)(IUmUM II d O' to. -W 0 't C14 U 1t U to U O U m oqto W- U)m 0 *W O Mm ow co Z= 0-c-4- • , - m - W ._ m ._ W ._ `- r F- N t0 �" t rj d O- trj U) 0.- to m roto com U) to coU)m Mtn Lo Mtn O Uj0 m UjaOzi; r7 CD M CjM M M to M M M W) c00 ��M O mM to m 356 ................... +0 N ..... _ _ II II N N II „ ��; �; +� +'' "'o "' 356 r r- to J J J N aQ -) -1 I +O to O en to O m x- + ,� _ - - - - - - - - - - . _ y--E,YIS17NO GROUND PROFILE AT CENIERUNE ry � r� � . � . v k � . . x . . . . . N + ,,� . . . . N � N.+ ra .- . . ,,� . t .- + + p O M + + • CC J _ mQW n pOW a N N N N N _ S+- ' Z O Z 0 00 -� J -t J !J `\ th ^ ti U- 1i J r ---- + . . . . . . . . . . . . . . .06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 1 m / y -� 354 :...:...:...:...:...:. \ . :354 : : : : : _ - -------- --=--=----------- --- --------y� _ _-- #0.27% - - +0.27% . . . +d :20% ................................................._............... +0.207. . -0.52q .fi 0.44% L7E.S✓l'N fZ0H2/NE PROFILE . 352 :...:...:...:...:...:.......:...:...:...:.............. : :...:...:...:...:...:...: :.. ...::....................................................................... .................. :352 -0.28% "- i �% -0.5�q +0.20% DES7GW FZON-INE PRG1�/LE k153 ° . -0.26% ..... ................................................................+0.26q°........................................................................................................................................ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 NORTH FLOWLINE PROFILE a V 54.92' 50' VERTICAL CURVE 31.42' 31.42' U ON CURVE nts ON CURVE _ ON CURVE a D:O WN Ur- MsFr-00::w0 Ur wr- rr w D_'O)w- IIUm IIUM p m U� II a- 00 U ri met * 04 C4 � u) U-7 U m U m NT U m tom 0 -• W � 000 C w t0 fn = m trj W �j m� •,_O� W mcV WCVmN NWN to �- th Nm QM to an m 06 to to to m to m an to U) m U) rim to Uj OD m qo to m N o0 M K) 00 M M M+ M pry co M 00 M t7 M O ODM 00 O d t7 m.--. to 00 m 0D 356........ N It II 0 II N M +M tom; +M +C'iC° to o Kj 356 to. _--_----_--- EXI.`AW GROMPPROFILEATCENTE�RUNE. .M. .d i ,0. �*� � . . . . . . . . . . . . . . . . . . . . . . . . . .N M. N+ . . . . .NtLoto. .a) . . . . . .+M. . . . to m W a to a- co N N N N N O Z 0 r 00 -1 -� N N J . . . . . . . . _ '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In ' W . u. . . . . lu �- - - - -V' - - + 354:...:... :...: :...:. - :354 i - �:__•__•_�•a_: •_._. ---.^-^--. .----------- -- ------------------------ - -_�.-._------`._._`.-._.._._.._.._.., +0.25% .+0.25%: - . . +0.20% .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% 11.00% +0.30% . OfSI'G7Y FLOWZINE PR0RLE 352 :...:...:...:...:...:.. :�1 d'a�° . 0 0 :352 _0.26q .. DESIGN aONUNE+0.41% : 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SOUTH FLOWLINE PROFILE vt 1-- U z o M co Lo co0 W Z L� - w • M Q > 0� 0 co06 Z Y Q W m N UJI ozs Z W -N W Z c M W � N o o cfl 0 0 N L CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 13.70' 2225'35" 6.94' C2 84.00' 197.57' 13445'40" 201.60' C3 35.00' 54.92' 89'54'29" 34.94' C4 20.00' 31.42' 90'00'00" 1 20.00' C5 520.00' 43.14' 04'45'14" 21.58' C6 500.00' 41.48' 04'45'14" 20.75' C7 480.00' 39.83' 04'45'14" 19.92' C8 35.00' 7.99' 13'05'14" 4.01' C9 42.00' 187.70' 256'03'06" 5333 C10 1 35.00' 38.46' 62'57'52" 21.43' FuE, WOco co ►=o t}i ZdZ w=zaz~zwtl,�0 aft)=wzc�„>°�°t`)a �oa`��p��V EwI—LuQLu z�wQQ ..�F' o' wcoo F-U�ypOLLp� �Ow� Ow�Lotn zo azz'x�oFxzw M omU wWU-owZwzzoazog23'dWP9ww ww>-022z:w0 aw vpWoi =LLoQF�owz ? wp Z aZ§EwoUEm Zp;�n0pa w ZOwwwLLorOZQ Oazat=-W8amir U=O W F= --Z WQpO , Z w 's U w LL Z m iL Z Z Z V >LL U O� ww=SZQw W pf_n p �> OLL�gw2 z JOwUoa-x'- oXiwi, <=, oz p 3;:zF'x>p0LL �oa,� 9wO�&W=wOg 2Q:H6W W(nJ�-� WapLLZ�tnm! f >>=W t--mOul- Lu Qw�WwUzz CD O>t- WwVOWZ�I>_co txtx-on0.1-0ocra2 _I_j U O d. -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.42' 31.42' ON CURVE ON CURVE o- r- 110 `"on wC4 0_O afO) Of P004 � w eh 110 1100)(IUmUM II d O' to. -W 0 't C14 U 1t U to U O U m oqto W- U)m 0 *W O Mm ow co Z= 0-c-4- • , - m - W ._ m ._ W ._ `- r F- N t0 �" t rj d O- trj U) 0.- to m roto com U) to coU)m Mtn Lo Mtn O Uj0 m UjaOzi; r7 CD M CjM M M to M M M W) c00 ��M O mM to m 356 ................... +0 N ..... _ _ II II N N II „ ��; �; +� +'' "'o "' 356 r r- to J J J N aQ -) -1 I +O to O en to O m x- + ,� _ - - - - - - - - - - . _ y--E,YIS17NO GROUND PROFILE AT CENIERUNE ry � r� � . � . v k � . . x . . . . . N + ,,� . . . . N � N.+ ra .- . . ,,� . t .- + + p O M + + • CC J _ mQW n pOW a N N N N N _ S+- ' Z O Z 0 00 -� J -t J !J `\ th ^ ti U- 1i J r ---- + . . . . . . . . . . . . . . .06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 1 m / y -� 354 :...:...:...:...:...:. \ . :354 : : : : : _ - -------- --=--=----------- --- --------y� _ _-- #0.27% - - +0.27% . . . +d :20% ................................................._............... +0.207. . -0.52q .fi 0.44% L7E.S✓l'N fZ0H2/NE PROFILE . 352 :...:...:...:...:...:.......:...:...:...:.............. : :...:...:...:...:...:...: :.. ...::....................................................................... .................. :352 -0.28% "- i �% -0.5�q +0.20% DES7GW FZON-INE PRG1�/LE k153 ° . -0.26% ..... ................................................................+0.26q°........................................................................................................................................ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 NORTH FLOWLINE PROFILE a V 54.92' 50' VERTICAL CURVE 31.42' 31.42' U ON CURVE nts ON CURVE _ ON CURVE a D:O WN Ur- MsFr-00::w0 Ur wr- rr w D_'O)w- IIUm IIUM p m U� II a- 00 U ri met * 04 C4 � u) U-7 U m U m NT U m tom 0 -• W � 000 C w t0 fn = m trj W �j m� •,_O� W mcV WCVmN NWN to �- th Nm QM to an m 06 to to to m to m an to U) m U) rim to Uj OD m qo to m N o0 M K) 00 M M M+ M pry co M 00 M t7 M O ODM 00 O d t7 m.--. to 00 m 0D 356........ N It II 0 II N M +M tom; +M +C'iC° to o Kj 356 to. _--_----_--- EXI.`AW GROMPPROFILEATCENTE�RUNE. .M. .d i ,0. �*� � . . . . . . . . . . . . . . . . . . . . . . . . . .N M. N+ . . . . .NtLoto. .a) . . . . . .+M. . . . to m W a to a- co N N N N N O Z 0 r 00 -1 -� N N J . . . . . . . . _ '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In ' W . u. . . . . lu �- - - - -V' - - + 354:...:... :...: :...:. - :354 i - �:__•__•_�•a_: •_._. ---.^-^--. .----------- -- ------------------------ - -_�.-._------`._._`.-._.._._.._.._.., +0.25% .+0.25%: - . . +0.20% .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% 11.00% +0.30% . OfSI'G7Y FLOWZINE PR0RLE 352 :...:...:...:...:...:.. :�1 d'a�° . 0 0 :352 _0.26q .. DESIGN aONUNE+0.41% : 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SOUTH FLOWLINE PROFILE vt 1-- U z o M co Lo co0 W Z L� - w • M Q > 0� 0 co06 Z Y Q W m N UJI ozs Z W -N W Z c M W � N o o cfl 0 0 N L EER k- 00 00 d0 U) ct M W _� U � U O o- dy of 38 * S�P� U) w O Q L>J) O O O W I- O w w = w F w g W _ w LL w < IL a 0 a- EER k- 00 00 d0 U) ct M W _� U � U O o- dy of 38 * S�P� U) L>J) N DATE 11 /20/2014 N PA JOB No. 14-2772 / SHEET E 0 Q E5 N / OF 21 SHEETS CONSTRUCTION NOTES QQ CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 30 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') M5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION INSTALL W-31(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. Jim w W V) W W c; LLI UJ of O V) W _ U) -<} INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `la> EXISTING UTILITY POLE 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN -�lL- - EXISTING EDGE OF PAVEMENT 0m CURVE • d t 1130' o W N • 8' 18' 18' 8' ¢ O N Ln � �- a a to � + C3 i 32'' �- `' 20 N 21 cl +V) W W M Q CL Q Q 'S N n I o 7' J i m = = L Q- o J 27' o 27' -� 31 -- - -- -- 153.15' + N :D > W ad LO ;n 1,411 +z r m co + r W5= O + p N Jim w W V) W W c; LLI UJ of O V) W _ U) -<} INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `la> EXISTING UTILITY POLE 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN -�lL- - EXISTING EDGE OF PAVEMENT 22 N 23 N coo N r M + 3 3 0 0 -) 27' 27' - m N } 0m CURVE m w d t 1130' o W N 20' 8' 18' 18' 8' ¢ O N Ln � �- a a to � + C3 i 32'' �- `' 20 N 21 cl +V) W W M Q CL Q Q 'S N n I o 7' J i m = = L Q- o J 27' o 27' -� 31 -- - -- -- 22 N 23 N coo N r M + 3 3 0 0 -) 27' 27' - m N } 0m CURVE 27' d t 1130' o O = 20' 8' 18' 18' 8' 10'v 33 �; � �- 19 39 C3 < 31.42' co + 20.00' C4 38 '- W 0_ to N Q C5 m r- 0 N W oa + cn o 31 Of W W f.-_ W omwul ca Ki 153.15' + N :D > W ad LO ;n 1,411 +z r m co + r W5= O + p N ktJi U 0 Udir 35 W 27' 27'0 3 N V) O 0 14 N89 -29'48"W r7 d• z m w do -0 U 0 N N 24 N25 N 26 N N ui 27 N 2 UO) LO N 0 co 3 3 In 3 3 0 0 0 0 0 -� 27' 27' 27' 27' 27' -I 0 16+18.15 tb.) o 1.6D -- 17 N ,1 27' (� 27' LO Z 14 13 12 mW U O � U � m d0., 3 O - c6 + + V 3 ul II 0m CURVE 27' 30' t 1130' TANGENT 7S2 } 0 20' 120 10'v C2 20.00' ,O it 39 C3 110 "-UJ W 31.42' co + 20.00' C4 38 '- W 44 Oi C5 J 0 N V) W + cn o 31 Of W W C7 0) 153.15' + N :D > W ad LO ;n N u - O+ co co 3 za 0W p N ktJi M N 0 Udir PHASES 1 AND 5 I� W F- m Q w Lw W LOX 0404U +U)W + W °r° 8 ; ; 29 30 30' 30 to w 10 20' 20' 10' 0 Lo D D -I 27' 27' -I - ® r- TMP. 3_ � i 12' M 1 1 - N89'29'48"W 19 -- 17+85.2 S - 4 -------- 10E v to 00 00t7 43 42 41 CHATSWORTH AVENUE CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 U37 W � m 00 0000 If) N 0 + + +N N LJ 11m 0 r,:- CIO- N + N J U- 34 Q 0m CURVE - 0 U O)11 TANGENT rn 20.00' 31.45' d 20.03' C2 20.00' 40 oa 39 C3 110 "-UJ W 31.42' +c5 0 NO 20.00' C4 38 '- 27.13' U m � 14.29' C5 � 197.06' N 42.87' C6 + cn N 31 0 32 C7 N + 153.15' + N 77.18' 33 N J +N rn N u - O+ r*lW _j c!0 N > p N ktJi M N 0 Udir 35 27' 27'0 3 N 0)mN O O IJ U37 W � m 00 0000 If) N 0 + + +N N LJ 11m 0 r,:- CIO- N + N J U- 34 Q CURVE TABLE CURVE - 0 U DELTA TANGENT rn 20.00' 31.45' p6 20.03' C2 20.00' 40 °+' 39 C3 20.00' 31.42' U 20.00' C4 38 '- 27.13' U m � 14.29' C5 � 197.06' *o 42.87' C6 520.00' 159.28' O + 00 80.27' C7 500.00' 153.15' + N 77.18' C8 480.00' 1 147.02' N u - 74.09' = U37 W � m 00 0000 If) N 0 + + +N N LJ 11m 0 r,:- CIO- N + N J U- 34 Q U CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.45' 90'05'31" 20.03' C2 20.00' 31.38' 89'5429» 19.97' C3 20.00' 31.42' 90'00'00" 20.00' C4 35.00' 27.13' 44'24'55" 14.29' C5 42.00' 197.06' 268'49'50" 42.87' C6 520.00' 159.28' 17'32'59" 80.27' C7 500.00' 153.15' 17'32'59" 77.18' C8 480.00' 1 147.02' 1 17'32'59" 1 74.09' U 31.45' Of 0- 31.42' 31.42' O U U N O d d M N ii Z it N N ON CURVE o0 to N w m InIn a w Uco mc! 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DE570 FLOKINE PROf/L£ -0.219 DE QV FLORUNE PRFILE ..............,............................_0:229. .+().67................................................................................................. .... 350:..... ....................................:.......................................: .......:...:...............:.j............................................................................................................... ..350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 NORTH FLOWLINE PROFILE o V R 31.38' 31.42' 31.42' 31.42' 31.42' Z ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE a o wCD U wN d U N >-r (� t- Cr U CA - 0:O0:co I� U n O 0:N r- U M todl`�wto 00 tD U CKNO:N 00 U O U M0 O U 00 gt' 00 tD Mm W 0 UUm m m C 9 11U^ d- W IIUm W) m UM U 11 to 0- = m 04 W 0 d N to p Z m W tV %A m W to gy m to .- W to In m O O m It) tom O W m � m to r W to O to Cn O O to to I F- O to 0)rn 0 0 �• to O N aQ m ^ 0- co N N u') to n M n t7 W ni O O to 0 j 0 tM � 11 it to M m to � t7 V r7 M II 11 U� to d d 00 N u to M 00 no + O tD O CV M m tD t7) CV O d En ¢O If M ULTi In i1Ji_j XM 00 ++ ++M u)F �+ N� NOM + O +M . . . . . . . . . . . . + . . . . . . . . . . . . . . =Q: 0_ In- . + . . . 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"o:20q.... .......... .... . ... ..................................... ... .... ..................... ................ ............. ........................................... -0.20q +0.007 `7 +0.32% DES/G/V FLON�/IVE PR0�71 E DE.A'G�1/ FLDiK/NE PROFILE 351.79 4r79 351.6 : 351..32..:...:...:. _0.20 +0.51% -0.5176 -1-0.50%. -0.62q, 0.267 -0.26% 350 ....................:...............................: C SS-cU ..........................................:........................................................................................................................350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE PROFILE 0m v) 9 !t U z CD M d) c/) o W z C I'- w M Q > U 'a co 0F) U) 0 Z_ Y ca C'4 W Z_ a) o ry a N W LZ M N CD ryC) (0 O 0 N n r L N w O O O W O O Of o0 w w Of W = t�`jyio J m 0 W W W w Lu W LL U- a 4 a N z O W N DATE 11/20/20141 N PA JOB No. 14-2772 SHEET 0 Q E 1-1N 1 N OF 21 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') Q5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION -U- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE OO SEWER MANHOLE © SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - - - RIGHT-OF-WAY - - - - - SEWER STORM DRAIN -�/L- - -�- EXISTING EDGE OF PAVEMENT to W W H, 0_ 0: U U W m o W W oco rn O r DWW o ± Q Q W Z U C1 SEE SHEET 21 FOR MEDIAN DETAIL 47.12' PHASE 3 0 v U) U)W a-z�•�- S HORIZONTAL: 1"=50' VERTICAL: 1"=2' CORNWALL STREET CONSTRUCT 0.214 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN.' NAT. GRD. COMPACTED TO 95% MAX. DENSITY j TI=4.5 R=44 31.42' 1 CUR W rn O Lo O to + O r U m 00 O O 47.12' ON CURVE Lo r (� prj W to M 00 Ki M 356 ............. CONSTRUCT 0.2d MIN. TYPE 'B' A.C. ... ........... CURVE .... . .............356 Z O C1 m 47.12' O O 0 ww ¢ O d- TI=4.5 R=44 20.00' C3 + O d a a 354:............ EXISTING GROUND PROFILE ... AT ......... CENTZRLINE� y, - 0 '354 ........................ t N a �k........ r � a w `-a U >tM ± OQ m N = O p 352.............: a. --.�-. _ ... :.. '`1............ ..............:352 qt r d0- Lo Oz mw D£S16N 1Z0#f1NE:PRa%E• W� ± W 10+00 11+00 j 12+00 r �� WEST FLOWLINE PROFILE M II II �1 0.. C) 31.42' ....... 47.12' .............. LJ ... ON CURVE =a + ON CURVE 00000 m U0) ._ W r Oto m 'i _ U� w't a s d0 a '+' +- r M C3 rn o 00 M O r 354:...:... .............. ..: O r ... r' .. Ow �cn 356 ............. PROFILE AT CENTERVNEsSL. ... ............. T ....... ...........356 352'...:.. . ..... =0,25% -0 22% 354 : EXIST/NG GROUND PROFILE AT CENTERLINE �. .... ........ .tea DE57Gn/ FLOHZ/NE PRQf7LE� . _ _ _,. _/............:354 350: .......:................... 354.............: :...:...:.......: a ...... ...... 12+00 .354 FLOWLINE PROFILE CXISDNG 352 .............352 AT CEN TE"RLINE� k174�° . a DE.AG�! FLDIIL/l1!£ PITOF/CE ... . . . . . . . . . ..................................................... 10+00 11+00 -0.20% 12+00 -t 110m ()�wc9 EAST FLOWLINE PROFILE 352 :...:...:...: i I w CONSTRUCT 0.2d MIN. TYPE 'B' A.C. PAVING OVER CURVE 2 p Z O C1 m 47.12' O O 0 ww ¢ O d- TI=4.5 R=44 20.00' C3 + O d a a C4 1 + O 27418'46' 29 a=ma 2C7 a 0 r I t N a W r � a w `-a U >tM ± OQ m N = O p ��err� a. --.�-. _ w `'-O TYP. 11 M nn- - - - N00'30'12"E- - _T 30' ( 30' i 10' 20' 20' 10'- U w ~o f - O Z W o I- Ld V) r Q Q W 0 V) INSTALL W-31(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. v m 0 0 d0- + N 20 1_�4 30' I I II 30' stiff=-YAWATA l7 O -WM PHASES 1 AND 3 4 1 I r-- (I 30' f 30' 20'2 10' L0 WWI.._ Z W S Q LLJ Q Q W W V) �- HORIZONTAL. 1"=50' VERTICAL: 1"=2' WHITTAKER STREET CONSTRUCT 0.2d MIN. TYPE 'B' A.C. PAVING OVER CURVE 2 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. C1 30.00' 47.12' W LLJ W C2 20.00' 31.42' TI=4.5 R=44 20.00' C3 33.00' 27.16' 31.42' 100' VERTICAL CURVE C4 1 31.42' 201.08' 27418'46' 29 a=ma 19 MNmj co r rn d) `t 0)00 +y m o0 co MOM c1� a M � � a w m U >tM ± OQ `- n '3 O '- a Um U�- O a qt r d0- Lo Oz mw C'4 u) W� ± W N to PHASES 1 AND 3 4 1 I r-- (I 30' f 30' 20'2 10' L0 WWI.._ Z W S Q LLJ Q Q W W V) �- HORIZONTAL. 1"=50' VERTICAL: 1"=2' WHITTAKER STREET 17 17 F- to F-- 0oW Z Q Q W U tW CONSTRUCT 0.2d MIN. TYPE 'B' A.C. PAVING OVER CURVE RADIUS 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. C1 30.00' 47.12' COMPACTED TO 95% MAX. DENSITY 30.00' C2 20.00' 31.42' TI=4.5 R=44 20.00' C3 33.00' 27.16' 31.42' 100' VERTICAL CURVE C4 1 31.42' 201.08' 27418'46' 1 38.95' ON CURVE MNmj co r rn d) `t 0)00 +y m o0 co MOM c1� ON CURVE M = x C-) co Q; --t Urn N U >tM N >-En aF- `- n '3 U >O '- a Um U�- O m r W M r m Lo Oz mw C'4 u) W� m C-im w to j r �� _j ti OOM WW N> M II II �1 0.. C) OOM ....... th .............. LJ ... .... =a + ............ 4 + O r � cam: + O a s d0 a '+' +- r + N o O r 354:...:... .............. ..: ........... ... .. Ow �cn EXl506 GROUND PROFILE AT CENTERVNEsSL. T 352'...:.. . ..... =0,25% -0 22% +U.00% - .......:...'352 -0.25% _ .tea DE57Gn/ FLOHZ/NE PRQf7LE� . 350: .......:................... 354.............: :...:...:.......: a ...... ...... 12+00 .354 FLOWLINE PROFILE CXISDNG GROUND PROFIL-E AT CEN TE"RLINE� 31.42' a . ON CURVE v V 11 w -0.20% . -t 110m ()�wc9 into Ur- UM 352 :...:...:...: :. �� N :...:...:...:...:..... -o.2oq o8q d'rn� I' 0) k04 352 mr 00 a0 wr M +M ..:. .... N O+ r +M fZONUNE PRORLE 0) 350................... ...:...:.......:............:.......:.........350 O + 0 r 10+00 11+00 12+00 13+00 _j WEST FLOWLINE PROFILE 100' VERTICAL CURVE ...... 0: to a 0 W N U) 00 UO U >to mN N >-tn r aF-^ OZoi U >O WN r m r a 0)m U� M mC'i eh 04 ............ u')toW� to C=7M OM .............. pM uj Eo ... Lo to OM Lo C=9M C9tr? EXISTING OROW,0 PROFfLE AT CENTERLINE X X 1* 0) WL�itto Q O V lr1 0) j CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 20 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') M5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) 7M INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION a- ow 0:O O C> d r- o 0 00 ± + o_ J J -O- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. INSTALL STREET NAME SIGN PER CITY STANDARDS. 4 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. m� EXISTING UTILITY POLE O SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN -��L- - -�- EXISTING EDGE OF PAVEMENT 15 16 Iq 17 � 18 co d� U 7' J 27' 27' J 14 -o - -- IA 10+00 00 ® (n o N 1{� - 1 1 lj S00'35'43"W - 1_4 - (�----------------- ------{(,�-- O N M I 2 27 27 13 I i o, o I U CO V ( � o 33 32 31 ®I � v I � W � o 12 30' 30' 1 rn 10' 20' 20' 10'- o --- Z 0 -_ O C' � W Q Lu LiJ = l= ->U) Q Ld 0 w z V) ��ii��i�i��i�� G�� ilr�►��i�i►� iii iii � � • . p c O 20 20+48.58 4 � t�o� mll 27 27 - - - - - 27r -27 - 6 TYR 211 27 ♦ I 2 } 0 0 0 o z m o Lo 0 o o 0 o 0 o U) conn 0 > I I (� j l Q Q 30 30 31 30 I o r M o 00 , O + + + + + m m = Z 10 20 20 10'- + I 30 � 29 28 27 r 26 - W 25 o- o- 331 11 a.W CURVE m ~ m m LENGTH t U CL CL Cl 35.00' INSTALL W-31(CA) SIGN WITH OM4-3 MARKER 22'25'35'° o z 84.00' 197.57' Nm r- co¢ `° AT PHASE BOUNDARY OF TRACT IF ADJACENT O�W 0° uj 35.00' 54.98' 00N Ma C5 N PHASE IS NOT CONSTRUCTED AT THE SAME o ;o, cn o 30' 3C 197.70' �� + (/y 20.00' TIME. REMOVE AND SALVAGE SIGN WITH 10' to coo ,- 20.00' -+ 20.03' W 0- to CONSTRUCTION OF ADJACENT PHASE. + a a O r J 19 L 20 l 21 U 22 U 23 U 24 I N 34 L 35 36 37 38O co 39 Qs to O to O 7W O CnC? vo co>-N'� O . . . . . . . . . . Mir . . . . . . . . . . . . . . C5+ . + i > �- i > >- 2 > M . r 00 - co > cncm . . . o . . � Q O jLo _ lz27' -+ . 15' _ . 27' J J 27' 27' J m NJ 27' 27' J m J 27' 27' J J 27' 27' J J 27� U-- ..................... t_r_ ....` �� 2 s :...:...:...:354 .. ............ I- I- - - - __ N 1{� - 1 1 lj S00'35'43"W - 1_4 - (�----------------- ------{(,�-- O N M I 2 27 27 13 I i o, o I U CO V ( � o 33 32 31 ®I � v I � W � o 12 30' 30' 1 rn 10' 20' 20' 10'- o --- Z 0 -_ O C' � W Q Lu LiJ = l= ->U) Q Ld 0 w z V) ��ii��i�i��i�� G�� ilr�►��i�i►� iii iii � � • . p c O 20 20+48.58 4 � t�o� mll 27 27 - - - - - 27r -27 - 6 TYR 211 27 ♦ I 2 } 0 0 0 o z m o Lo 0 o o 0 o 0 o U) conn 0 > I I (� j l Q Q 30 30 31 30 I o r M o 00 , O + + + + + m m = Z 10 20 20 10'- + I 30 � 29 28 27 r 26 - W 25 o- o- 331 11 a.W CURVE m ~ m m LENGTH t C Cl 35.00' 13.70' 22'25'35'° 6.94' C2 84.00' 197.57' 134'45'40° 201.60' co¢ `° CD O�W 34.94' C4 1 35.00' 54.98' I Ma C5 N Ld �Z= o ami ` 30' 3C 197.70' 0 202.06' (/y 20.00' 31.38' 10' 20' 20' coo ,- 20.00' 90'05'31" 20.03' W 0- to C4 _ ¢ O W d�ONpNQ^iM �+rrocco 0 to Cl Nto w W PHASES 3 AND 5 HAMMERSMITH DRIVE CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I=4.5 R=44 O Z W p�V) _j< w V i 43 HORIZONTAL: 1"=50' VERTICAL: 1"=2' CURVE TABLE = J w ice- o CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 13.70' 22'25'35'° 6.94' C2 84.00' 197.57' 134'45'40° 201.60' C3 35.00' 54.92' 89'54'29' 34.94' C4 1 35.00' 54.98' 90'00'00` 35.00' C5 35.00' 13.70' 2225'35" 6.94' C6 84.00' 197.70' 134'51'11" 202.06' C7 20.00' 31.38' 8954'29" 19.97' C8 20.00' 31.45' 90'05'31" 20.03' HORIZONTAL: 1"=50' VERTICAL: 1"=2' EAST FLOWLINE PROFILE U LL �p Uw0(n J wOnw 0-z m owQ zv(nw wZLL� cwnm=Zi"Wa�o T��o�LLZ� z a¢zQpZEE w=0 Twl1620>wmwp ►p-p�rO2�m306 Wa J-n=�Zm wiOw=w(oi�v'�"a ZI-UF•"O�OtLLi�� a¢>jzZc~�oW� O LL, <0cw�ORF Iwo to W W O U a Z 0 zzaaa0ZO:OR c�'o0(nOp-�oa w w w j p V 9 T I ww vim=000�zOZLL 0w w LL� z Z a o m E Z o ozoQ O C]�(n�OZ> Z pwpwQF00 aWFQw��oOa azar-w>pcn Q10wL-zW¢oO UZ W Lowin-w LL Z W W Z O W U v -a w > U g LL CWcn<; U0 Zip ��arOa'g_== 4Q0=Jww��-O H J (Uo W SOZQQOp Zoxvwwx aLE w § Z O8_> O J O 0 r oQM >QLLZ- wa' W:ww=w W Lu Om w a O� Z m Q� �� W WUOwZ3(an>-co I1oatz-OU�irQ� U Z M 0) U") co W Z o W M Q>�T- U to m X Q 07 0 w Z Y Q w 0o N LLI (o 06 Z N o N W Z N� W N O 0 `v r CL L � w CL w lU- O O O O O w w 9 Z w 0Q� a = J w ice- o llJ Q m w w a 0 50' V.C. O W C.) to pUm m r O W 0 >-cnr- I- N IIUMOto I� m ow CA OU n> UUU O> ov 1` > U� CO 0-- d- M�� N p Z W WW CV N a- O CV to M m a- a 0 0_ tri 00 W 0- to C4 O QO d�ONpNQ^iM �+rrocco Cl Nto BOOM ��M O+0 NLo C6 .r�'`s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mir . . . . . . . . . . . . . . . . . . . . . . . . . rn . . . . . M + M LA_ M . to } . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ T _ -+ . _ i.'.. - _ . N 354.............................................`` ..................................................................... ..................... ........... ....` ... .........:`` :...:...:...:354 .. ............ / Q EX/SANG GROMN,0 PROf7LE AT CENTERLINE ----- - - - - - - - - - - _ -... . . . . �. . . . . . . �. . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25% +0.25%. . . �. . -0.52q, 352 ........................................ .. .............'........................................ .:...:...........................................................:...................................................: - - - � � 352 +0.20% ........................................... ...................................................UES/G..../N....L......................................................................................---.................................. 0.35% +0.35%- 350..........:........:...:.......:...:...........:...:...:...:...........................................................................................................................................................................:350 350 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 WEST FLOWLINE PROFILE 54.98' 31.38' 31.45' 54.92' ON CURVE ON CURVE ON CURVE ON CURVE W Uto Lo Irto UO >-V)I- mI- N mac U'� w"a�00 UNDO 0:M UCO and U= M04 UI - m o Lo W ul oz m W C'i to m CV W to CV m to C-4 W (o CV to m coro W O C4 Lo M OM WW M w M M �M L6 to Q O N O M O to M ............................ .......+.................... ......................................................................a�. 0 .+ 354:...:...:...:........:...:... _ __ - , .� .�:- - - _ _ �...:...:...:...:...:.. :...:... :...:...:...:...:...:...:...:354 .......: ..................................................................................:.......MW Q X/S) NO GROUNO:PROFILE_AT CENiFRLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . ----_---��y` • . ._�`.�.-.T-.�. --.---.--. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% 352 ............................ ............................. ......................................... . :................... +0.21% ........... 69, k 1 7° ;........................................................................ DES/GNfLO#L/N£PRa7LE 352 +0.21 IZOMJNEPROf7LE............................................................................ ........ ............................ .... j .................................................... 350............................................................................................................:. ......................................................................................................................350 9+00 10+00 11+00 12+00 13+00 14+00 15+0 16+00 17+00 18-00 19+00 20+00 21+00 22+00 EAST FLOWLINE PROFILE U LL �p Uw0(n J wOnw 0-z m owQ zv(nw wZLL� cwnm=Zi"Wa�o T��o�LLZ� z a¢zQpZEE w=0 Twl1620>wmwp ►p-p�rO2�m306 Wa J-n=�Zm wiOw=w(oi�v'�"a ZI-UF•"O�OtLLi�� a¢>jzZc~�oW� O LL, <0cw�ORF Iwo to W W O U a Z 0 zzaaa0ZO:OR c�'o0(nOp-�oa w w w j p V 9 T I ww vim=000�zOZLL 0w w LL� z Z a o m E Z o ozoQ O C]�(n�OZ> Z pwpwQF00 aWFQw��oOa azar-w>pcn Q10wL-zW¢oO UZ W Lowin-w LL Z W W Z O W U v -a w > U g LL CWcn<; U0 Zip ��arOa'g_== 4Q0=Jww��-O H J (Uo W SOZQQOp Zoxvwwx aLE w § Z O8_> O J O 0 r oQM >QLLZ- wa' W:ww=w W Lu Om w a O� Z m Q� �� W WUOwZ3(an>-co I1oatz-OU�irQ� U Z M 0) U") co W Z o W M Q>�T- U to m X Q 07 0 w Z Y Q w 0o N LLI (o 06 Z N o N W Z N� W N O 0 `v r CL L � w CL w lU- O O O O O w w 9 Z w 0Q� a = J w ice- o llJ Q m w w a =Q� X49- 00 yd0 N 4 w 3 > U �o �y /038 O z 0 O W cn DATE 11/20/2014 N PA JOB No. 14-2772 SHEET E 0 0- E8 i' N OF 21 SHEETS CONSTRUCTION NOTES ( CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. MAX. DENSITY, TO A DEPTH OF 1') M5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION -O• INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `OD EXISTING UTILITY POLE OO SEWER MANHOLE © SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 48 U 0X TYR 6 16'' � U O + 47 a' o 30'; 1 30'111 ! 40' 2' 04 _2_� C7 j i 5 -- 27 i 2 ♦ � IIP +F4 30' 30' 4 � + 44 -410'1 20' 20' 10' U co F- m 0uj W 04 z rA � N W V) /� W U V) 6U n- w co 45 s�F CO r- o o 0 W m 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. � 10cq+ 33.00' -y0 �0 ♦ ♦ 0 � C3 33.00' 26.29' + 11 N 12 -i 1 992.00' \ ♦ ♦ 31.52' 50' ON CURVE + �1 c0 ®\�� T. CURVE c 27' °° N 49 + U) O 2 WN O_'t0 UO UO \ ♦ C8 101.96' ma W 0 m� ' -�.- W r- rn M 11 1 M N 12 TYP. 3 35.00' 31.52' ♦ \ 1 _ ____- 10+00.00 _ - -® - - - 00'30'12"E -c' _ - - - - - - - -- -0 48 U 0X TYR 6 16'' � U O + 47 a' o 30'; 1 30'111 ! 40' 2' 04 _2_� C7 j i 5 -- 27 i 2 ♦ � IIP +F4 30' 30' 4 � + 44 -410'1 20' 20' 10' U co F- m 0uj W 04 z rA � N W V) /� W U V) 6U n- w co 45 to CO r- o o 0 2 n 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. � 0_j 26 27 PHASE 1 [ONr..HHR.qT nRIVFHORIZONTAL: 1-=50' VERTICAL: 1"=2' EAST FLOWLINE PROFILE � �� 5 CL u aj CL U �W M CO,* 6 + o� �- + M� C c9 0)J; J ow w 3 i o 30' C i0+00.00 wc`Ov o0 CURVE TABLE CURVE RADIUS 15' DELTA CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER Cl 2 n 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. U 33.00' 28.09' COMPACTED TO 95% MAX. DENSITY 14.96' C3 33.00' 26.29' TI=4.5 R=44 13.89' 2U 1 992.00' 113.78' 31.52' 50' ON CURVE 31.42' C5 c0 N 3 T. CURVE ON CURVE + 1028.00' + U) O d O 00 aNr-h 0 r Uto UI- >ONe- >•- WN O_'t0 UO UO + J W 101.96' ma W 0 m� ' -�.- W r- rn M m'. W to O C8 35.00' 31.52' rM oto r-Mnv) �M if 11 �t7 M C9 1 354U ......... 30.75' U to (6 + N o...........o �.± N ... ...........354 C10 20.00' 30.56' 87'32'37" 19.16' Cll . . . . . . . . . . . . . . 03'03'05" %EXISTING GROUND PROFILE AT CENTERLINE C12 352* ...:...:...:...:.............. 12.93' .... .......... .. .. .......... .... .: ...:...:352 C13 84.00' 143.42' 0.37%,.-0-207. 96.34' C14 35.00' 13.73' . . +0.37q . . . . _0.20% ,�.,. . : -0.519, . C15 350:...: 31.42' 4 0 51% L)ESil l/ fiONUNE PRO LE : 20.00' :....................................................................350 -� `� ..................................................................................... 8+00 9+00 10+00 11+00 12+00 13+00 . -..! .ti w WEST FLOWLINE PROFILE ' .... ...... 50' T. CURVE 31.42' .......... ....... ............. .. ........... ON CURVE Um w� 0-0 U't 110m Uto aC-4 Un w00 tow >O Nt- >! o- m_ wto d:N wco UO 000 LO C:3cDcOI` rn�t. m� wCS ...................................:..--0.70% LO 4m +�09 �M NMM �M �to ro 354 .................. + . �, ................... o + to (n i ± >> a 4 .. o .. ��. N ..354 .. �. CN . . . . . . . . . '_j` . . . . . . �. EXlSANG 0011ND PRORTLE AF CENTERLINE 11+00 352* .... ....................: .: .. .. .......... .... ...........352 0.69% -0.20% FLOWLINE PROFILE . . +6 69% . +0.25% . _0.20% : -p 5iy ". 350:....................................................................................350 +0.25% : L�E"S7QV fZOOL/NE PROFILE o a. 8+00 9+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 . . . . . . . . . . . . . . . . . . . . . . . . . . 12+00 13+00 . EAST FLOWLINE PROFILE � �� 5 CL u aj CL U �W M CO,* 6 + o� �- + M� C c9 0)J; J ow w 3 i o 30' C i0+00.00 wc`Ov o0 00a C-49 +; �m U W 8 N N 0 h SU U 1 fir. _ - 27' 3 L o U _ U � w 2 1 II O� r + n + e-IJi M m Mm tMCO �(/ CO +a + C49 :2 ? 3 9 �, W 10 ° z°.°% ve r OR o ± r o a) /ry v 28' 30' � C8 12+15.84 o = - S 12' _ _ 1 1 S 3 C1 r C9 II 1 27' 5' ,' r 1 30�I 130' 1 w U 10' 20' 20' 10' a 47 w m o N W CA tv 11 01 a� o •- t7� MN eh m m:,o 49oM + ' 4$ �N +� T +� 1T rn rn 1', cn r rn m PHASE 1 KINGSBURY COURT CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 CURVE TABLE CURVE RADIUS 15' DELTA TANGENT Cl 2 n 27416'24" X U 33.00' 28.09' 48'46'41" 14.96' C3 33.00' 26.29' Of 0- 13.89' 2U 1 992.00' 113.78' W W M C5 c0 N 3 21'34'09" CO LO + 1028.00' + U) O 07'00'10" 62.90' + J W 101.96' 0-i 00a C-49 +; �m U W 8 N N 0 h SU U 1 fir. _ - 27' 3 L o U _ U � w 2 1 II O� r + n + e-IJi M m Mm tMCO �(/ CO +a + C49 :2 ? 3 9 �, W 10 ° z°.°% ve r OR o ± r o a) /ry v 28' 30' � C8 12+15.84 o = - S 12' _ _ 1 1 S 3 C1 r C9 II 1 27' 5' ,' r 1 30�I 130' 1 w U 10' 20' 20' 10' a 47 w m o N W CA tv 11 01 a� o •- t7� MN eh m m:,o 49oM + ' 4$ �N +� T +� 1T rn rn 1', cn r rn m PHASE 1 KINGSBURY COURT CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 46 N. HORIZONTAL: 1"=50' VERTICAL- 1"=2' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 42.00' 201.05' 27416'24" 38.98' C2 33.00' 28.09' 48'46'41" 14.96' C3 33.00' 26.29' 45'39'11" 13.89' C4 1 992.00' 113.78' 06'34'17" 56.95' C5 1010.00' 380.22' 21'34'09" 192.39' C6 1028.00' 125.65' 07'00'10" 62.90' C7 990.00' 101.96' 05'54'02" 51.02' C8 35.00' 31.52' 51'35'59" 16.92' C9 1 20.00' 30.75' 88'05'10" 19.34' C10 20.00' 30.56' 87'32'37" 19.16' Cll 1030.00' 54.85' 03'03'05" 27.43' C12 35.00' 12.93' 21'10'19" 6.54' C13 84.00' 143.42' 97'49'38" 96.34' C14 35.00' 13.73' 222846" 6.96' C15 20.00' 31.42' 90'00'00" 20.00' 46 N. HORIZONTAL: 1"=50' VERTICAL- 1"=2' U paUto worn a W J ZOrnzw W ZW IQ- rwi�m=ZFwa� o 0- zUFztr W zp WQ'CO2Luz LL' UF- row-Oz�c~i�uiU Up = 3: _1 (m') ca Lu :c ocwmi�F=�zQM-a �C7=WC zNooafaww0w�.00 ¢pat=!; rT z�Uo z-=w0Zw'oaL vwZMOOozC�zo coa =m6>->wpUZ=cw Csa8w'wZZwn6 00�:a3:oz-J �t2oa=zW�:wOO8giW �o9�> O wQwQ<ww-=nUpULL ZwwwwLL <wppZa~uw>wQ OzWwOOVZmw�zQZ0 >QULu z Lu wcoa- 2coQ«90 0zp uj Lu Z�OWUOw �7�=�- aavi=Jww�~Ot C�p Z_p=prn W=a�w 3:zQ8-S>C]�OU� oa'0Owwco wac]t�Z>cnmQrn 8m 925 UJ UC9tn(�Cn- =mz _jzw wwvowz�cnZ>-Cni �1 O00_ Uom¢m U Z o M 0)ul) Cca o 0 W z E -� M Q W > UV-- D N 5x ca ♦♦^^ V JLL z_ -x Q w m N W }; Q0 06 _Z 4) o Of 0U) LU z N �, N (D C) O O `V L U 0 z 31.52' O W a ON CURVE 11 0- Z= w U N it U m M N '* w 0 O II M m m N If U N 00 W to N M m M II �T 0: 0 Of to Un O ONO ' 't Lo M M c6* ^H to O M mm M re) L W to n M pO M U d a t N o 0� M M jl� . .. w w i354... =0 X �m t+ m Z w w .354 ,,� `` LuLL a N o Qj 00 w a . -_--- ----T--- --Ci-+ - -----N _ d --� - - - - - - -w_EST/NGGROUNOPROFJLE:4TCENTERL/NE -� `� ' 352 . -..! .ti w ' .... ...... 02........,-0.25%.. .......... ....... ............. .. ........... `0 709'- -- p 51% 350 ......... ...................................:..--0.70% OEVQV fZO#UNE PRL /LE +0.20%.......... 350 .. I ....................:...: 9+00 10+00 11+00 12+00 13+00 14+00 NORTH FLOWLINE PROFILE o a. V 30.75' 30.56' 110 ON CURVE ON CURVE II0m000 to d 04 toow U IIMr-WM8MrMao JIM t pUm N W 0 0000 00 �0 M F� K)m 0 d't t0 to to to 0 O ai ai 0 r__ PO rP O M M M Lo M �; 0 0. ��d N n 354....... ,6 +M N � ... +to N O+t7 o +w �M X CNto +� C; �+M N ..... CN .354 LL.± U- � //EXISTING GROUND PROt7LE AT CENTERLINE . . . . . . . . . . . . . . . . . . . . . . . . 352........ . .............. . . . .. .................. . . . . . . . ... ......: . . . . . ....................352 . . . . . . . . : . . . . . . . . . . . . -:0:25 . . . . . . -.1125 . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . '0.709, 350. : DEsIaV F10Ni/Nf PROfILE: �., +,0.207 .+0.25% 350 . . . . . . �•%a k� 51 . . . . . . . . . . . 9+00 . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 . . . . . . . . . . . . 11+00 . . . . . . . . . . . . . . . . . . . . . . . . . 12+00 . . . . . . . . . . . . . . 13+00 . . . . . . . . . . . . . . . . . . . . 14+00 . . . . SOUTH FLOWLINE PROFILE U paUto worn a W J ZOrnzw W ZW IQ- rwi�m=ZFwa� o 0- zUFztr W zp WQ'CO2Luz LL' UF- row-Oz�c~i�uiU Up = 3: _1 (m') ca Lu :c ocwmi�F=�zQM-a �C7=WC zNooafaww0w�.00 ¢pat=!; rT z�Uo z-=w0Zw'oaL vwZMOOozC�zo coa =m6>->wpUZ=cw Csa8w'wZZwn6 00�:a3:oz-J �t2oa=zW�:wOO8giW �o9�> O wQwQ<ww-=nUpULL ZwwwwLL <wppZa~uw>wQ OzWwOOVZmw�zQZ0 >QULu z Lu wcoa- 2coQ«90 0zp uj Lu Z�OWUOw �7�=�- aavi=Jww�~Ot C�p Z_p=prn W=a�w 3:zQ8-S>C]�OU� oa'0Owwco wac]t�Z>cnmQrn 8m 925 UJ UC9tn(�Cn- =mz _jzw wwvowz�cnZ>-Cni �1 O00_ Uom¢m U Z o M 0)ul) Cca o 0 W z E -� M Q W > UV-- D N 5x ca ♦♦^^ V JLL z_ -x Q w m N W }; Q0 06 _Z 4) o Of 0U) LU z N �, N (D C) O O `V L ER � b 00 WW r`> _> v 3 � w V o- dy of 913 z O W w O O O 0 W o H w w = 0J m Z w w LL LuLL a o w a ER � b 00 WW r`> _> v 3 � w V o- dy of 913 N DATE 11/20/2014 N PA JOB No. 14-2772 Y SHEET E N E / N N / OF 21 SHEETS z O w N DATE 11/20/2014 N PA JOB No. 14-2772 Y SHEET E N E / N N / OF 21 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. -O- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND-}- INSTALL STREET NAME SIGN PER CITY STANDARDS. PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% cob EXISTING UTILITY POLE MAX. DENSITY, TO A DEPTH OF 1') O SEWER MANHOLE 5Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © SEWER CLEANOUT © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. OO STORM DRAIN MANHOLE (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) - - .- - RIGHT-OF-WAY M INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) - - - - - SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STORM DRAIN ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EXISTING EDGE OF PAVEMENT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION Q (L O yqM 0) M O) 00 Rsy�� y 16 &j 3o F cv �D 20. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER 00 11U AT PHASE BOUNDARY OF TRACT IF ADJACENT LO to LO PHASE IS NOT CONSTRUCTED AT THE SAME O+ .d �? TIME. REMOVE AND SALVAGE SIGN WITH 15 o I/ 33 ±+ CONSTRUCTION OF ADJACENT PHASE. O O• I q0 •= Nw CURVE TABLE O % ' / O x LENGTH 34 TANGENT 0O IIU 46 90'00'00" 35.00' C2 W 0) 22'25'35" ,OP C3 I +Q > N 202.06' 15' 480.00' 134.42' ® 01Y 2 j, C5 500.00' • 16'02'43" + N �`" J < 145.62' cpQ co F- 45 W mr- v- 285.16' 12'4552" +z C8 o N ao 35'06'53" 411.32' r.• m 1320.00' to Q O 28• Al U W 35 '- '`j jN C11 44 -� cn 0000 °DM u- W 249.20' C12 s t' i 3 C II t9 II (r (n _"� �-- jV It v II � � qk 0 Z *LTJ �s to w 28 C14 C1 Q \ ®\ \ 10 21228 �� 129.91' O vI .� 30.69' 1-'i a �,+� C16 20.00' M� O 87'58'10" 19.30' C17 33.00' 40.44' N Z �m ATF W rMp, �m w 26316'19" 47.25' C19 33.00' 10.55' S \ 8924 \ F 5.32' ,moo / � 01'57'09" 1 22.46' 36 `- -�37 U- d ''j°�° W N� o + m r -a m ^ � + J �U O W 4'2 �o o 38 39 O - 41 14 �� ®� / 2 35 >_ _-k ,? N _ 'd + �: M 40 M Ki 3 in � ` -'III f 30' 30 -i + Lo P6 W 2 • v+ o 10' 20' 20' 10' 3 0o r �, �• ^0 1 6 I TV. o 0 co 3 1. r w 34 Im 13 ^ox �o 12 ® �.� 12+81 52 -' 30' 30' II W _ _ - - - _ b a12 / ho I n 29 �' 13 13+31.52 ' =� 1� _ 14+=34.9•.' - o N IA 1 5 W ,'� V ! cb '� - ® 5 ._ . ,' _' --� 15 1 16- "' " O0 in N of O 2 {S - ---------P --- o--.-_.---_._.- -- i-------_" S - " 17 + op m 1 N v rn �- 27' 27'' --- 0 i 1 M N 16+62.26 O�if u! a _ - � `�j + 1 1 J W U z TYP. 3 27, - 27, 27 si r' ±� fn + �' W ! ' `'t y � r- _q IIS �300U p m z W p w 36'' 36, � � U o v � j �� < C, °' � ' N '' o 3 + ao m 9 z a U 18'' g 22' 12' , 22 8' 1 + + 0° U Z w w b� 4 N� N J 0W �� w 8 7 0 6 �0 w 5 If 0 1100 N �`� p w U O Z N to00 47co + + N N N _I J ti �+- M Z 50 m �� M N \ g6 1100 + CURVE TABLE pav0 WOtn CURVE RADIUS LENGTH DELTA TANGENT If U H rn 46 90'00'00" 35.00' C2 W 0) 22'25'35" ,OP C3 84.00' +Q > N 202.06' 15' 480.00' 134.42' N~ 67.65' C5 500.00' oow 16'02'43" of z g J < 145.62' cpQ co F- 45 W mr- v- 285.16' 12'4552" +z C8 o N ao 35'06'53" 411.32' r.• m 1320.00' to Q O 28.87' C10 U W 30.70' N� 19.30' C11 44 -� cn 492.61' u- W 249.20' C12 s t' i 3 C O 20.57' C13 20.00' *LTJ �s to w 28 C14 1280.00' 258.94' 10 21228 �� 129.91' C15 20.00' 30.69' 87'55'19" 19.29' C16 20.00' 30.71' 87'58'10" 19.30' C17 33.00' 40.44' 7012'39" 23.20' C18 42.00' 192.99' 26316'19" 47.25' C19 33.00' 10.55' 1818'54" 1 5.32' C20 1318.00' 44.92' 01'57'09" 1 U O Z N to00 47co + + N N N _I J ti �+- M Z 50 m �� M N \ g6 1100 + CURVE TABLE pav0 WOtn CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 54.98' 90'00'00" 35.00' C2 35.00' 13.70' 22'25'35" 6.94' C3 84.00' 197.70' 134'51'11" 202.06' C4 480.00' 134.42' 16'02'43" 67.65' C5 500.00' 140.02' 16'02'43" 70.47' C6 520.00' 145.62' 16'02'43" 73.29' C7 1280.00' 285.16' 12'4552" 143.17' C8 1300.00' 796.73' 35'06'53" 411.32' C9 1320.00' 57.73' 02'30'20" 28.87' C10 20.00' 30.70' 87'56'50" 19.30' C11 1320.00' 492.61' 21'22'56" 249.20' C12 20.00' 31.97' 91'35'56" 20.57' C13 20.00' 32.13' 92'02'23" 20.72' C14 1280.00' 258.94' 11'35'26" 129.91' C15 20.00' 30.69' 87'55'19" 19.29' C16 20.00' 30.71' 87'58'10" 19.30' C17 33.00' 40.44' 7012'39" 23.20' C18 42.00' 192.99' 26316'19" 47.25' C19 33.00' 10.55' 1818'54" 1 5.32' C20 1318.00' 44.92' 01'57'09" 1 22.46' U O Z N to00 47co + + N N N _I J ti �+- M Z 50 m �� M N \ g6 1100 + ilTyp48 Ft DW, 461, 93 Dw y I. • uj pav0 WOtn 1 ZOv�W WZ`p-`LL's O No N L M M aazoFh-zwW=o 0 to ww=wz.>F`�Q VJ O hOGL'r00--��6V W z C r Mww►=-3:<- w Q LL Z 0 0 N Lu W M h U p LL p_ � Q 0 LLI r 0 Q cj) ) 0 �Q9 W LL pza§URZh1p QWo��Qm0 to 4� 0 zW�W W(uj apz2 z �2�OuaiDO�pa V! L I.I.. V W a' W 2 W WW> - SOV xcnM ♦^ VJ Z OLp Nli uaiLL_ze-cam mp_ .s �.�C W N c') O� v�,A+V/' Z'p2p=U�00 - WFaWF- - � i..�.� N W , Z pw W WWLL �Oz Q 00 O a Z a- W j 0 CO� r U=OUW F2_-ZWQQW h Z W Q U O 2ZOW0WwUWLL LL O c\1 O W Baia -UV ZOO 2 QIOwUoa9F1 V • Loa + + o Z h 2> p W LL W a0� LA >aLLozG (nor- (O� + /" G A f1l a-jZ Nle W MW0Wz_jjZOjm W WUOWZ�U) 55- a,� .'� W w W ilTyp48 Ft DW, 461, 93 Dw y I. • uj pav0 WOtn 1 ZOv�W WZ`p-`LL's `7J r �mW�Ww¢F- W ,F-0��a L M M aazoFh-zwW=o 0 to ww=wz.>F`�Q VJ O hOGL'r00--��6V W z C r Mww►=-3:<- w Q LL Z 0 0 N Lu W M h U p LL p_ � Q 0 LLI r 0 Q cj) ) 0 �Q9 W LL pza§URZh1p QWo��Qm0 to 4� 0 zW�W W(uj apz2 z �2�OuaiDO�pa V! L I.I.. V W a' W 2 W WW> - SOV xcnM ♦^ VJ Z pT<Z8w wF-cno �F-FOZWo00w a w 00 N W (o uaiLL_ze-cam mp_ .s �.�C W N c') O� v�,A+V/' Z'p2p=U�00 - WFaWF- - � i..�.� N W , Z pw W WWLL �Oz Q Z (") W W r O a Z a- W j 0 CO� r U=OUW F2_-ZWQQW h Z W Q U O 2ZOW0WwUWLL LL O c\1 O W Baia -UV ZOO r QIOwUoa9F1 QfQ2JW Wp O C9czW2�ZQQOp W Z h 2> p W LL W a0� >aLLozG pQOOW Wln�0p W Ou„Z V506,1n = MW0Wz_jjZOjm W WUOWZ�U) 55- I—F-0M1—00wa 1. s1 rW � �(-ANEER * bicy 00 �O C41) 0- 0� U y C3 cf cn co n - '-t n g:. 00"t Q II u") II . O + nm N)0) S �" ~ M� N� 3 J 0: _u_ coP+7 Cot j W � �+ + IM L ? w`"OD0- (n W � �' W Y � �, W PHASE 5 r NORTHAMPTON AVENUEHORIZONTAL: 1„=50' Z VERTICAL. 1"=2' U.,G CONSTRUCT 0.20I MIN. TYPE 'B' A.C. PAVING OVER G = z 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD.0 W COMPACTED TO 959 MAX. DENSITY 50' V.C. W 0-0. O 54.98' T1=4.5 R=44 31.97' 32.13' ' W m ON CURVE w U m ON CURVE ON CURVE a U O U LO pm 0 ri/W CO to Nm C9 00 OO IAV m U U •- O co JIM 0 IIO I_O pR� D: c� pU m U m 11 U II UU 11 U �¢ m� W _ Q�UNcO Nr" ppW 0 mC7 dC� Zm Z%� ZW w_ cc M O M dim N �O M M� re) Mm cl ri 0 W d0. an d prj0 CRLLJ � arm d�Q U (6cr I\ r- O O CLa O LL O OCj r t� M N K) M M O M �- M M F- M `-) M U) W co O O �p � �p �p O L) � ++ � +� +m rn +U II it � - 4.0 +U II 11 +Z U +a p p ni � d M 04 M �.p tf1 .- M ! + + M cpJ �•' IBJ .J OC7 1 OQ to �` U} co �- 00 d .- •- �LaF�O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .- �U W . . . . . . . X N~ M - -O - m z� + m .- M + •} m �1 M �� In N M W � -\�� : u_. : ,-'L : : EX/S11N6OROMN0 PROPWEATCEN7ERL/N£ Zn --..zo-�--_ ----: - :------------ W- --:- a - : Zo -�_. 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N O -� 919;'x' : : : : w : +0:53% W +0.74% 350 :...:...:...:... -0.3590 t 0.41% W : ............................. 7 0.44......... ................................................ .. ........+0.41%......................... ........350 j .+0.41' DE90 FLON2/NE PROf/LE -0•.449 o _ 1�2q -0.539' 0_226 V FL•0if2/NE PROR E : :-0:209 k�. ......-o.26................................................................................... 348:...:... : +o.2s% ....................................................................... ........................... .......................•••............................... ........ .348 = 9+00 10+00 11+00 ! 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 Q NORTH FLOWLINE PROFILE 50' 30.70 30.70' 50 VERTICAL CURVE 30.69' 30.71' U 0Ln ON CUR ON CURVE nts ON CURVE ON CURVE a m U 0011U m IIU co IIU d IIU n Iir- C-4 LO pw d- 0_ o w rn 11w d U 0 po 0)N d• LO U 00 Of d•OW C9 Om N N W cp Nm d d N O o0U N U d U to KjU N > O cpr- aQ n d m R) > C/j 11 w N w m w O II w m 110 m U N U II U U (l U c j 0 GON O pj tf) Oi c}i Oi �m Ci W Oi m M U� Lu m N W LO M �O to r- �� N d m d d rn m ai oo co 00 00 00 cpm p 000 w O an d -Mw O Nm C� d m N m N Q O Ln W 00 to O M N d• 't . prj 00 M rM'- M p00 M M 0000,0 M M M OOM M d M CVcq M M n d• rn d- cpd m OiO �j d"ONO O r- M co O 000 d N m \ Oj M 00 c> d N � U F m tt? d 0}C) ti 0 co If II 0 d }�- r� M M + M +d cfl _ .- d + i- + + r + Ii it + rn M M M '? 00 ao =+ M + + .M- + _0 mi � Mrn d CO J J U U rn� 0� .--0 � ui 00 M rn . . . . . . . �U -.J Li Li > 7 r -� N� N + I) + � � o -=�-'-----1----------' .�0.- J� _ J �.\\ J J .O OQ. .M. �' OLail.l-i ao.�+� . . . . 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N O -� 919;'x' : : : : w : +0:53% W +0.74% 350 :...:...:...:... -0.3590 t 0.41% W : ............................. 7 0.44......... ................................................ .. ........+0.41%......................... ........350 j .+0.41' DE90 FLON2/NE PROf/LE -0•.449 o _ 1�2q -0.539' 0_226 V FL•0if2/NE PROR E : :-0:209 k�. ......-o.26................................................................................... 348:...:... : +o.2s% ....................................................................... ........................... .......................•••............................... ........ .348 = 9+00 10+00 11+00 ! 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 Q NORTH FLOWLINE PROFILE 50' 30.70 30.70' 50 VERTICAL CURVE 30.69' 30.71' U 0Ln ON CUR ON CURVE nts ON CURVE ON CURVE a m U 0011U m IIU co IIU d IIU n Iir- C-4 LO pw d- 0_ o w rn 11w d U 0 po 0)N d• LO U 00 Of d•OW C9 Om N N W cp Nm d d N O o0U N U d U to KjU N > O cpr- aQ n d m R) > C/j 11 w N w m w O II w m 110 m U N U II U U (l U c j 0 GON O pj tf) Oi c}i Oi �m Ci W Oi m M U� Lu m N W LO M �O to r- �� N d m d d rn m ai oo co 00 00 00 cpm p 000 w O an d -Mw O Nm C� d m N m N Q O Ln W 00 to O M N d• 't . prj 00 M rM'- M p00 M M 0000,0 M M M OOM M d M CVcq M M n d• rn d- cpd m OiO �j d"ONO O r- M co O 000 d N m \ Oj M 00 c> d N � U F m tt? d 0}C) ti 0 co If II 0 d }�- r� M M + M +d cfl _ .- d + i- + + r + Ii it + rn M M M '? 00 ao =+ M + + .M- + _0 mi � Mrn d CO J J U U rn� 0� .--0 � ui 00 M rn . . . . . . . �U -.J Li Li > 7 r -� N� N + I) + � � o -=�-'-----1----------' .�0.- J� _ J �.\\ J J .O OQ. .M. �' OLail.l-i ao.�+� . . . . EX/SANO 9RWN,0PROF/LE AF C£NTf'RL/N£.-------. 0) --. - N --3-� N : & * : N �m N M : o CL //� rn N N N M La. J W Li \ Lt �y Z. J J O Z� -� ---L - - --- _- - -- J -� -� �� 352........:. ..... _ _ _ `` -- -------------------- --� - :-4 `� U + O '� :352 ' -.T ..T . _ T �.- . -..... �., .. ........................................... .... .. ... ...... . . j LL . . . . +0.00%1 $%+0.20% + 38% i ,3 % -0.349• R0Nf1NE PROF/LE i U Z O w 350* ......:...:...:...:.......... . ... o ..., k :350 DATE 11/20/2014 PA JOB No. 14-2772 _0.429 ............................... DE -70V r7OHflNE PRr�TLE : : : : : : -0.429. -0.42y +0.52% '+0.53% : x ............. OtY6W FZOXINf f'RWLC : SHEET +0.26% -0.20 -- � E 348* . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . + : . :348 ° .0. ............................... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+001-11 SOUTH FLOWLINE PROFILE' N � a OF 21 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION INSTALL W-31(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. U co W 1 1 I 1 1 PHASES 1 AND -a INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT O STORM DRAIN MANHOLE RIGHT-OF-WAY - - - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT c1`1 "Vj m nz 0 N .- � � ! rn N 5 HORIZONTAL: 1"=50' VERTICAL: 1"=2' WELLESLEY STREET CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=44 WEST FLOWLINE PROFILE 32.13' 31.97' Z Z 30.56' ON CURVE ON CURVE UN 01* wccR 0000 UM mai ON CURVE 0(D moi w0 m w M OM mt� NM M M UGo Ude �ccp C4 354......................c;to 000 O wN N .354 m 0W� t 00 m � 352' ...:...:... . . . . . . . - : ?tU) AT. 41 F. 350: .......:...:... ---- :...:...:. :.. wM : 352 . . . . . . . 352:...:...:... . . . . . :...:...:.. . . . . :...:...:...:... . . . . 354 ............. . . . . . . . . . . . . . . 350:............: .. .T ... (n a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........350 p to. 12+00 i 354 ..................................................... WEST FLOWLINE PROFILE 50 +0.20% CN . +0.20 Lo - AT. CENTERLINE-'- . . . . . . . . . . . . . . .+ . . . . . . . . . . . . . . . . . . . ' £XISANG GROUND PROFILE . . . . . . . . . . . . . . . . 10+00 'm° 11+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ATO RCINE. . . . . . . . . . . . . . : (+0.52 : -fl.419 : .0 . : : : nEs✓s✓av fzowt/NE PRof7cE _ - - - - .o 350 :...:...:...:...:... :...:.. 10+00 11+00 12+00 WEST FLOWLINE 352............ ... ............... ................ ..........:...:352 U- 350.............: ... .... U� Up^� :350 m W M m ' ' +0.20% Lo00 j M : : : : 354 .............. +0.20% v ......a.............. .......X 354 x �2%. . . . . . . . . . . . . . . . . . . . . DES/GN FLOiKINE PROW: : . . . . . . . . 10+00 11+00 12+00 13+00 . . . . . . _. WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE n co OO co + 9 30' 30' I� " 11 illy 1ISI b, it Z W m rn 0 cq L6 0 m> ± S m D m c: �z SEE SHEET 21 FOR MEDIAN DETAILS o O Z HORIZONTAL: 1"=50' PHASE 5 VERTICAL: 1"=2' KINGSBRIDGE STREET CONSTRUCT 0.20' MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I=4.5 R=44 32.13' 30.70' Z Z 30.56' ON CURVE ON CURVE UN 01* wccR 0000 UM mai wm 0(D moi w0 m w M OM mt� NM M M 354 ................... � M vW,3 _ C4 354......................c;to :..... ......�.............. O .........354 N .354 EXISITNG GROUND PROFILE . r- ..... .........354 :EXISTING GROUND PRORLf' 352' ...:...:... . . . . . . . - : - :...:352 AT. 41 F. 350: .......:...:... ---- :...:...:. :.. :...:...:350 : 352 . . . . . . . 352:...:...:... . . . . . :...:...:.. . . . . :...:...:...:... . . . . :...:...'352 . . . . . . . . . . . . . . . . . . 350:............: . . . . . ... . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........350 10+00 11+00 12+00 II r i II G i f II \I I 1 ..................................................... WEST FLOWLINE PROFILE 50 +0.20% 10+00 11+00 . +0.20 Lo - AT. CENTERLINE-'- . . . . . . . . . . . . . . .+ . . . . . . . . . . . . . . . . . . . . . . . .DES/GYV )1.ZO{KINE.PR6F7LE. . . . . . . . . . . . . . . . . 10+00 :...:........... 11+00 12+00 13+00 EAST FLOWLINE PROFILE n co OO co + 9 30' 30' I� " 11 illy 1ISI b, it Z W m rn 0 cq L6 0 m> ± S m D m c: �z SEE SHEET 21 FOR MEDIAN DETAILS o O Z HORIZONTAL: 1"=50' PHASE 5 VERTICAL: 1"=2' KINGSBRIDGE STREET CONSTRUCT 0.20' MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I=4.5 R=44 * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. (48.34') 30.70' Z Z CURVE RADIUS ON CURVE ON CURVE TANGENT Lj J � 20.00' U N U^ M 00 U U N C2 ooa m w m dj W M C3 W M � Lo � M O N ori C4 354......................c;to :..... ......�.............. .... .........354 C5 20.00' EXISITNG GROUND PROFILE . r- ..... .........354 C6 352' ...:...:... -. :_ _. _ �r c£NrERLIrvE- :. - : - :...:352 oIt it 350: .......:...:... ---- :...:...:. :.. :...:...:350 : 352 . :...:......... :.. .......... 7r_V1�o .......................................-0.52,1........... DE57GNfZOiKINE PRGIFILE :...:....350 °..... I2 II ' ii 10+00 11+00 12+00 II r i II G i f II \I I 1 ..................................................... WEST FLOWLINE PROFILE 50 I * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. 2 (48.34') 30.70' Z Z CURVE RADIUS ON CURVE ON CURVE TANGENT Lj J � 20.00' 000 U^(0U) � UN 19.34' C2 ooa w m 00 m Qj W M Oi M C3 W M �j M � O N ori C4 354 ........ :..... ......�.............. If I ;' Ij1�l C5 20.00' 30.70' r- ..... .........354 C6 20.00' f7LE . 0 EX/STING GROUND PRRL 8755'19" 19.29' oIt it 352. . . . . INE . . . . . . . -. -- -.- . _ T. AT 0N- --- --- - :- -M : 352 . :...:......... :.. .......... 7r_V1�o 350...... .............�.. �..... :...:. :.. :...:....350 °..... I2 II ' ii - 0.72. II r i II G i f II \I I 1 ..................................................... OE.SYI�V fZOWZ/NE PRGIF7LE� II 50 I 10+00 11+00 12+00 . . . . . . _. Lo - AT. CENTERLINE-'- EAST FLOWLINE PROFILE 2 CURVE TABLE Z Z CURVE RADIUS Q Q of a DELTA TANGENT Lj J � 20.00' 30.75' Q Q (i' cc 19.34' C2 ooa 30.56' 87'32'37° La C3 W O � �-- a) 91'35'56" O N ori C4 111 co 1 If I ;' Ij1�l C5 20.00' 30.70' 87'56'50" II ;; C6 20.00' II I�2 !I it 8755'19" 19.29' oIt it 20.00' II + It _--I-------`--- �' �-- - -M II 11 35 7r_V1�o II I M tt it °..... I2 II ' ii II r i II G i f II \I I 1 ►► �; NONE= it II 50 I U- . . . . . . . . . . . . _. Lo - AT. CENTERLINE-'- Lo co 0 U m 00 cq 0 } i Z C) e- n" O W Q Z = U) Q �W 0 LLJ Z (n if SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 i HORIZONTAL: 1"=50' VERTICAL: 1"=2' NEWBURY STREET CONSTRUCT 0.20/MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 CURVE TABLE N CURVE RADIUS LENGTH DELTA TANGENT C1 20.00' 30.75' 88'05'10 19.34' C2 20.00' 30.56' 87'32'37° 19.16' C3 20.00' 31.97' 91'35'56" 20.57' C4 20.00' 32.13' 92'02'23" 20.72' C5 20.00' 30.70' 87'56'50" 19.30' C6 20.00' 30.69' 8755'19" 19.29' C7 20.00' 30.71' 87'58'10' 19.30' Z C) e- n" O W Q Z = U) Q �W 0 LLJ Z (n if SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 i HORIZONTAL: 1"=50' VERTICAL: 1"=2' NEWBURY STREET CONSTRUCT 0.20/MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 ppW-V O wove zo�w "'z`p`-w'-'�'ai-u uwiawOw��wQf-p <z0pw"' 'o ow1!W20mwQd-<ro'00o-=:)Rwce�,=-z xOw=mUw rL Cc CL 0 0O w S cn w Z QWO�acoU zz�,e C68zo oz�Ww�wiLOU >oC>22ma p w� WLu 1 f 0 Q-=ozp�zpzom W W t -Z- pinF-� 0 O> Q� w W Z E Q p� Z p g -- J g Z> 4 W 9 Q W T 6 p 0 w 2�ZWW=oW8a< �aZaI—w>pp� ¢�Uw�zwQOO UF -Z W QV w u.Z %° ,<Z22v > v O� Lut WwS jz--vvz0D maw-+Ww��0 _ZpSUtn Om10IxWw=w0m 'c�Qp-z3,wS2!;° , ococQ ,0 ZczoW Qm0wwc-i=jz00 00 ww0ow6 1U)>-W I—---0aa1oow<M // �;qD N w d O 0) 3 0 M 0 1 N N 0 V Z o M rnLo cl) co m 0 Luz L W c Q LL.n CD U � U) cu X 0 N LL Z_ Y Q w m N III W N co- 06 Z w o Z05 1` 05 N W M W _ N (o o C° 0 0 `V ^^ r a- (48.35') 30.69' N w ON CURVE 0 ON CURVE 0 a E Q UO U^ 0 Urn UNd' W 0 mc� W M m o W c; 0 00 M N Lo � M Lo M O w w w v ui !� v............ 35 m 354 ...................... W .. WW °..... 354 EXISTING AFOUNV PRORLE Fu? I U- . . . . . . . . . . . . _. - _'- - - AT. CENTERLINE-'- 352 ........ :...:........... :.............. .:.. ........:352 . . . . . . . . . . . . . : (+0.52 : -fl.419 : : : : : nEs✓s✓av fzowt/NE PRof7cE `g..:...:...:350 350 :...:...:...:...:... :...:.. 10+00 11+00 12+00 WEST FLOWLINE PROFILE (48.32') ON CURVE U� Up^� UO�i m W M m ' ' to Lo00 M "pLo M 354 .............. v ......a.............. .......X 354 X%S77NG OOVNO PWO17LE CEN IERLAlf V . . . . . . . . . . . . _. .AT _. _. . _._ r r 352'...:...:...:.. .....:. ..............:. ......... .....352 . . . . . . . . . . . . . . . '0,52 . . . . . . . . �.'4t%. . . . . . . . . . . -0 62, DE -76N fZOff IN£ PRGIF/LE 350 ....... ........ .................. ...: :.........350 10+00 11+00 12+00 EAST FLOWLINE PROFILE ppW-V O wove zo�w "'z`p`-w'-'�'ai-u uwiawOw��wQf-p <z0pw"' 'o ow1!W20mwQd-<ro'00o-=:)Rwce�,=-z xOw=mUw rL Cc CL 0 0O w S cn w Z QWO�acoU zz�,e C68zo oz�Ww�wiLOU >oC>22ma p w� WLu 1 f 0 Q-=ozp�zpzom W W t -Z- pinF-� 0 O> Q� w W Z E Q p� Z p g -- J g Z> 4 W 9 Q W T 6 p 0 w 2�ZWW=oW8a< �aZaI—w>pp� ¢�Uw�zwQOO UF -Z W QV w u.Z %° ,<Z22v > v O� Lut WwS jz--vvz0D maw-+Ww��0 _ZpSUtn Om10IxWw=w0m 'c�Qp-z3,wS2!;° , ococQ ,0 ZczoW Qm0wwc-i=jz00 00 ww0ow6 1U)>-W I—---0aa1oow<M // �;qD N w d O 0) 3 0 M 0 1 N N 0 V Z o M rnLo cl) co m 0 Luz L W c Q LL.n CD U � U) cu X 0 N LL Z_ Y Q w m N III W N co- 06 Z w o Z05 1` 05 N W M W _ N (o o C° 0 0 `V ^^ r a- 00 W > Q p U 0��S�93i� ♦c SSP Z J �00 � U) w H W z W Q � � = w (DW 0.> ct 0 co p � � N Y � ti � wU �Q �w J J VJ 0 DATE 11/20/2014 N w SHEET 0 0 a E Q 1-1N _N 0 OF 21 SHEET W 0 I I 0 0 00 W O w w w = 35 m W .. WW L21w O Fu? I U- a n a 00 W > Q p U 0��S�93i� ♦c SSP Z J �00 � U) w H W z W Q � � = w (DW 0.> ct 0 co p � � N Y � ti � wU �Q �w J J VJ 0 DATE 11/20/2014 N Z SHEET 0 0 a E 1-1N _N N OF 21 SHEET W I I I N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET 0 a E 1-1N N OF 21 SHEET CONSTRUCTION NOTES 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') 50 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG, NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION -O> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ca.� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- - - - RIGHT-OF-WAY - - - - - SEWER STORM DRAIN -��1- - -�- EXISTING EDGE OF PAVEMENT U o_ oq o� r- cnci a0) 50 r + 0 + X51 � J s, a 2 0 49 � i 10+0.00 9,c�296 03 30' 3( 48 Z ?0. (m 00 __j4Q / ^ t w 7 to l0 i m Z LU 4! NWco W Oth _ ,52 + / c,,i �� / 36' ' + -N (31 o do r z / 8' 22' 12, 36' `- w 11) o(; oo Lu O 30' 22. 8' L` 1 = + ` i-' w 0- 't -00 i 0 C:i 2 � � N 3 a - TYP. 3 0 to + to 70 + 71 74 N ® Lo 3 Lo N 72 73 04 } _ -' �C 3 } v to 1� 12 ` 12+3x.12 - _ a = 30• U o o v 30' N c]o 30 o a Sig 20 45- " - _ -t 30 30' -� - W 13 - - - 5 2 6 TYP. +9S.6 - - 0 144 �EENTE "A" 15+50.ii N 15 3 30 ® - - -� c o ''•- - 5 S 16 1 17 ® M 3 6 TYP. -�... _ 'TYP. 3 5 _ft �L - - - ll _ -3( 6 0) N n 5 3 3p' ^`� co U N to r- r v U N 4 ^� U1 w to 30'' 30' r M co r;; 3 = _ _ Z nW Z 10' 20' 20' 10' m z �N aao 69 �o m i `� 1p JQ68 + v cD W ODa r w U O 41 N J co n +_+� rn_j .-Li II to W 1- SDW N O p0-1 / N 20.00' + Z cVoOo co rn3 1705.00' 582.01' +� th +.- = COm pM0 to 21'11'26" 322.68' C8 �tJi ' ^ v, Tpo Lo_j r1JL 3 C9 1745.00' 310.83' 10'12'21" 0 C10 20.00' 31.99' 91'37'57" 20.58' G11 O�W 30.99' 88'45'59" 19.57' C12 1725.00' 468.10' 15'32'52" 235.50' C13 1745.00' 368.04' 12'05'04" 184.71' C14 1705.00' 396.68' PHASES 2 AND 5 67 66 NOTE "A" 1i INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT W PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SUNNINGHILL AVENUE 61 W nW Z RADIUS W II 0: o0N w U 65 m co 11 i' �t-m MOO O LOCO �► v �+ r+ 0, 0- ODa U` +°' w a U- t K 22 }2 1� ' m NOTE "A" 1i INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT W PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SUNNINGHILL AVENUE 61 W CURVE RADIUS t DELTA TANGENT U 65 m co 11 i' O 0) II � N 28.72' �► v �+ r+ _ ODa '�^ +°' +°' o + n rn� cn o La.. rn_j .-Li Z W 20.00' 31.42' 90'00'00" p0-1 / N 20.00' 30.96' 88'42'05" 19.55' NOTE "A" 1i INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT W PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SUNNINGHILL AVENUE 61 O(D Z Opp J ++N U N Q U- 52 P -� ,n N 60 Il tr? Z CA _+ I O N C-) + c4u g N HORIZONTAL: 1"=50' VERTICAL: l"=2' U Q a U O w 2 2 m J Z "-0%6 _02H wwy2wmm W app ��F-.OpFz-t}i0a daz0Fz�wo �c=i)swv)Owm m Uc'"~i-OzzJc~i�crj U O 7 w w m� J Z m W Z w=Owlwmc)� '-zpQ wo-00 w �w w ¢owm'= Fr -�= ZZW;�zm QWOoLLEUoQ cn W Y W W m m Z zz0aa.oz03: f2A �pz�Aoo a0"3:<oz~ p z p 9 U J 9z QWQaw�=Upoo oi00z oazaF=--w>pai =�w►-=-ZWao rZm�,Z�co F- W adv-Hnwoconzzw m W= Z Q U Z 0 tiw'2T QCgFJW W C7 COW=1 0 Zp=UtA W S tY o wo afW w S W o O w w - W QwKzo-M Q >>:w�-cgOU- QwowwIx UZO IIDcrm0 co F-F-QO.F-UQ�Q CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 48.11' 78'45'02" 28.72' C2 35.00' 13.70' 22'25'35" 6.94' C3 84.00' 181.21' 12336'13" 156.67' C4 20.00' 31.42' 90'00'00" 20.00' C5 20.00' 30.96' 88'42'05" 19.55' C6 1705.00' 582.01' 19'33'30 293.86' C7 1725.00' 637.98' 21'11'26" 322.68' C8 1745.00' 217.88' 07'09'14" 109.08' C9 1745.00' 310.83' 10'12'21" 155.83' C10 20.00' 31.99' 91'37'57" 20.58' G11 20.00' 30.99' 88'45'59" 19.57' C12 1725.00' 468.10' 15'32'52" 235.50' C13 1745.00' 368.04' 12'05'04" 184.71' C14 1705.00' 396.68' 1319'49" 199.24' C15 35.00' 37.79 61'51'18" 20.97' G16 42.00' 188.30' 256'5258" 52.91' C17 35.00' 8.18' 13'22'59" 4.11' O(D Z Opp J ++N U N Q U- 52 P -� ,n N 60 Il tr? Z CA _+ I O N C-) + c4u g N HORIZONTAL: 1"=50' VERTICAL: l"=2' U Q a U O w 2 2 m J Z "-0%6 _02H wwy2wmm W app ��F-.OpFz-t}i0a daz0Fz�wo �c=i)swv)Owm m Uc'"~i-OzzJc~i�crj U O 7 w w m� J Z m W Z w=Owlwmc)� '-zpQ wo-00 w �w w ¢owm'= Fr -�= ZZW;�zm QWOoLLEUoQ cn W Y W W m m Z zz0aa.oz03: f2A �pz�Aoo a0"3:<oz~ p z p 9 U J 9z QWQaw�=Upoo oi00z oazaF=--w>pai =�w►-=-ZWao rZm�,Z�co F- W adv-Hnwoconzzw m W= Z Q U Z 0 tiw'2T QCgFJW W C7 COW=1 0 Zp=UtA W S tY o wo afW w S W o O w w - W QwKzo-M Q >>:w�-cgOU- QwowwIx UZO IIDcrm0 co F-F-QO.F-UQ�Q NORTH FLOWLINE PROFILE 48.11' Z CONSTRUCT 0.201 MIN. TYPE 'B' A.C. PAVING OVER 30.99' ` ON CURVE ON CURVE ON CURVE 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. �� U m oo wto U O W N0- �-- = 110n n m M }N r' O 11Ntnp0Qo:n O:MWM purr- pMto00 Lo- f` tr) .-U r- U ("0 O r -U P� r- r- n to pp U W) _ � O)) (00 00 (Ip00i �� II W m to 0; _ - d J _ C1l 0 (R m M oz pp m g * M qm W m NW p0 th 0] dm- stm• e-_ DD Op 00 00 m pp 00 �t d• d• 0)� co 4* ,* to Oi Lu 'd 31.42' 31.42' COMPACTED TO 95% MAX. DENSITY _ + ---- Nvi 31.99' 31.99' p M M +m M M M oo& 0) M M +cv II it + +cv 11 11 0)O M + M M 1�� p0+ = W + +�a> O= M +U 352. - T1=4.5 -_ ,�- N� --rte- R=44 to J ��'o� tn� ,nom =U 7+- 7od EXISTING GROUND PROFILE AT CENTERLINE poo �- rn� rn� o -�-+ C �� - ------- LLL 352 ON CURVE ON CURVE _ - _ ............. . .... _ - ON CURVE ON CURVE 0 w 0 � 0 L Er ►� U- Ud• W �- 0:n 0:O U ►7 U co 0_O 0:I- 110 U to U M Mm to }(nw �►- 0) 11 --LOCO pp I� m .- J O to 110_ wM 1�U U p0 0:� Jim U 0) CDU p0 11W r OZ m o_ ap M �t o- - _ - F5 in _ moi L'•F 0; N �h d m o; W of co of �t N d �j� d oz ap m M �i O pp m apop eF o. . . . . �m of w of �t m 0; �u•F 0; � cV cp `d -I 0i O 1 d N . c0 th _ - 00 O M _ _ _= M- M th r- A OCR M W W M M V M M if if ...:.. m0 M M ro aDn M Om M 352..... ul . . . . . °) . . . ____- rn o 0 # co -cv0 Qo 1()J J -I EX/STINGGROUNOPROF/LEATCENTERUNE . . . . . . . . + mr� - o,N---------- =+ +� ------ . . . . . . . . . . . . . . . . . . . . . . -4.529; . . . . . p+p . . . . . . . . . . �_ N ��__---------_� --------"'ci�`'` -------=---=--=- ___-- --=-------- �.� T �- . . . . . . . . . . . . . . .z.M . . . . . . . . . . . . . . . . . . . . . . . .352 - g . N O 0 Z k19 e. � ........................... ... L+-: r M . ES/ ON£I lJR ....................... u L+- m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + N . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 . . . . . . . . . . . . . . 11+00 . . . . . . . . . . . . . . . . . . . . . . . . 12+00 . . . . . . . . . . 13+00 N . . . . . . . . . . . . . . . . . . . . . . . . . • . . . 15+00 16+00 . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . 17+00 18+00 . . . . . . . . . . . 19+00 . . . . . . . . . . . . . . . . . . . . . . 20+00 . . . . . . . . . . . . . . . 21+00 . _ . . . . . . . . . . . . . 22+00 0_ . 11;01 ITH Fl . 350........... ....:........ ,�o. U- 350 ...........................Z............. .........................--._........................ .... ..... ' r s -0.7 39, Z -0.20 % �2 - -0.20% . . . . . . . . . . . . . . . . . . +0:20% . . . . .+0.20%. . . . . . . . . . . . -0.249. . . . . . . . . . . . . . . . - -..0:24% . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE;576N R0*INE PRG�7LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20%- -0.24% . 348' DES�'GW f2O#VNi .PROF%%. DE90V f 0001E PR01�7LE DEsrav fzorK/NE PRA�7LE . .348 ...:...:...:...:...:.. -:...:...:••-:••............. ...:_....................................................... ....................-:-_-:.............................................................._........................: . .................................................... '............................... :................................................................................................................................................ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 NORTH FLOWLINE PROFILE U _ z _ ch Lo co W Z E r M QW -� �o 0 10 O06 °' 06 S W (9 Z Y R m N W N M chej Z o cr_Z N W co W _ N 0� 0 O `V ICL 48.11' Z 30.96' 30.96' 30.99' 30.99' ` ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE 0 �� U m oo wto U O W N0- �-- = 110n n m M }N r' O 11Ntnp0Qo:n O:MWM purr- pMto00 Lo- f` tr) .-U r- U ("0 O r -U P� r- r- n to pp U W) _ � O)) (00 00 (Ip00i �� II W m to 0; _ - d J _ C1l 0 (R m M oz pp m g * M qm W m NW p0 th 0] dm- stm• e-_ DD Op 00 00 m pp 00 �t d• d• 0)� co 4* ,* to Oi Lu 'd vi vi ^CO rj CVCV N G d O m Q O I 0; ci I �t W= - to _ + ---- Nvi +tri w v,w p M M +m M M M oo& 0) M M +cv II it + +cv 11 11 0)O M + M M 1�� p0+ = W + +�a> O= M +U 352. - �, + -_ ,�- N� --rte- ao _� to J ��'o� tn� ,nom =U 7+- 7od EXISTING GROUND PROFILE AT CENTERLINE poo �- rn� rn� o -�-+ C �� - ------- �----'---- -�>a - 352 _ - _ ............. . .... _ - -- U_ U310L 0 w 0 � < Of � d` co O w. �- co Ow ZO. J J O Z� a .- .- J O to In w Li Co O . 0) � U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . + . . . . . . . . . . . . . . . Loto Lo Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-1.. . . . . . . . . . 0 . . . . . . . . . . . . 350* ...:...:......:...: ...:.. r J O` u -o -1 Lr_. 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Z . L4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -4.529; . . . . . . -0.,20% +0,24% •-0.27% k19 ........................... ... ......................_.......-0.27%_. DE36W fLO KINE PROI�/LE ..... ... .. ......•. -0.27% +0.52% -0 32q ...... .: . ............................... +0.20! . ES/ ON£I lJR ....................... 348.' ...:...:...:...::... ...: . .. :. ..........................•-•................................................ +0;26% : -0.26% : .................................................._..................................................................348 : : : DE -76 f10*INE PRA�7LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 10+00 . . . . . . . . . . . . . . 11+00 . . . . . . . . . . . . . . . . . . . . . . . . 12+00 . . . . . . . . . . 13+00 . . . . . . . . . . . . . . . . . . . 14+00 . . . . . . . . . . . . . . . . . . . . . . . . • . . . 15+00 16+00 . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . 17+00 18+00 . . . . . . . . . . . 19+00 . . . . . . . . . . . . . . . . . . . . . . 20+00 . . . . . . . . . . . . . . . 21+00 . _ . . . . . . . . . . . . . 22+00 11;01 ITH Fl U _ z _ ch Lo co W Z E r M QW -� �o 0 10 O06 °' 06 S W (9 Z Y R m N W N M chej Z o cr_Z N W co W _ N 0� 0 O `V ICL W(o Q ' M U) W Z W > U)�Q D WJ clL0 Z � C) Z Z W ~ co wV C7 Z 0 ` 0 w 0 0 O W o W= w 0. m (9" w w w w 0 w 0 � < Of LL_ a a W(o Q ' M U) W Z W > U)�Q D WJ clL0 Z � C) Z Z W ~ co wV C7 Z 0 w cn DATE 11/20/2014 N PA JOB No. 14-2772 SHEET E N O C2 E (� OF 21 SHEETS CONSTRUCTION NOTES Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 30 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. MAX. DENSITY, TO A DEPTH OF 1') 5Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ® CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD., DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-OF-WAY - - - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PHASE 5 SUNNINGHILL AVENUE tiC HORIZONTAL: 1"=50' VERTICAL: 1"=2' 11 0 Z � 47.12' CO �0 CUR w 0.40' MIN. CL -11 AGGREGATE BASE OVER M Ix GRD. w n o M 1i w CO Opp J 1725.00' oo M COMPACTED TO 95% MAX. DENSITY -M o 10n 352......... 352......... a- 4: N - - - - - - _ _ -t�-- _ v. TI=4.5 R=44 0+ = .��..............t`... ....352 42.00' 188.30' 11 W r Oz 1n EXISTING GROUND PROfILE AT CENTERLINE --\ i U mU 00 00= rn lin 1000 z`~ r `n- - - - :...: N N Q - - - - - _ -en 05_ ' �� M 0000 Om M M ................................................. 352 - - ±�-------- - - - - r0 + O fZON- INE PROf7LE 348:...:..... 0i �� + M� LL_ 352 . ................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N ►7 .4-0 � d N N M 274'18'46" C0 . -._ 52 W �. Z o 54 W J N `` 55 t2 053 N N + ' O ' 3 . . . 04O 350......;..`` ............................................; O . . . (7 co ...350 �� J 30' 30' m N '1 : : r boo o I 30' 1 _ - -- ; 30 2 . . . . . . . . . . 3" 6 Typ. . . . . . . . . . . . . ........: � � .348 21+00 __ - 24+00 DES70 FZOiK/NE PRO7 E NORTH FLOWLINE PROFILE DESIGN tZ0LINE PR01E o ; ; ; ; : : ; ; 24 ` to, 23 1___ --_ _--_ Q _22 - (_-- _------ 24+01.7 w tC't 1 z 11 LLI Ln J EXISTING GROUND PROFILE AT CENTERLINE M M 0 a °' , - O��^- - _ \ O2 r _ - M 0000 o-06MM 352.-____-� ------_-..... CN 0 MM tL) yl OU M '_j'352 n 30' 30' lC7lJ Ouj T1 Z lt_ L1_ t.+L- . . . . . n Li+ . . . . . . . . . . r " . . . . . . . . . . . . . . . . . 04r Ld 350;...:....... ..................................... o ..... .. ............ 350 30' Ii 11 60 2 " N w SA N + rn i Q O .......:...:................:...:...:...:........:.. Z w :...:...:...:.. 59 � 58 21+00 ............................................................ 22+00 57 M o 24+00 � cnZ 56 a O LL I Lv () Z OR � t rD ado N LLJ 0 00 co (60 Zltt� o+ N + N + N ++ NN ap_ UM + NIJi MIJi IJi U- U U 3 PHASE 5 SUNNINGHILL AVENUE tiC HORIZONTAL: 1"=50' VERTICAL: 1"=2' n Z za J d W w Q�Q W m L� w a $ Y cn O '- + m 52 30 I 30 1 110' 20' 20' 10' 3 Trn. - - 2 _ Q i 1 M N I i W 11 1 II 1 12iv 10+00.00 12+25-00 N (I II I L I I I• I • IM I I 30' 30' I I 110120' 11 20'1110' il I 1 -� V_ U U -J W m = W F- o 0 Z Z W � co + + Z (Al O S aw SEE SHEET 21 FOR MEDIAN DETAILS �z to HORIZONTAL: 1"=50' PHASE 2 VERTICAL: 1"=2' PADDINGTON STREET CONSTRUCT 0.20'MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 CONSTRUCT 0.20' MIN. TYPE 'B' A.C. PAVING OVER � 47.12' CO �0 CUR w 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. w n o M 1i w CO EXISTING GROUND PROFILE * ^ w rn �o 1725.00' oo M COMPACTED TO 95% MAX. DENSITY -M o 10n 352......... 352......... 12'05'04" - - - - - - _ _ -t�-- _ v. TI=4.5 R=44 (� r ..+ 0 .��..............t`... ....352 42.00' 188.30' 11 W r Oz 1n EXISTING GROUND PROfILE AT CENTERLINE --\ i U mU 00 00= rn lin 1000 z`~ r `n- - - - :...: o= M ---- - - - - - _ -en 05_ ' �� M 0000 Om M M ................................................. 352 - - ±�-------- - - - - -- _----- fZON- INE PROf7LE 348:...:..... 0i �� + M� lriv II it +_j L_ � 352 . ................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N ►7 .4-0 � d N 201.08' 274'18'46" C0 . -._ - W �. Z o - r. J U- t2 L1,. . . . . . . . . . . . . . . . . . 350......;..`` ............................................; . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ...350 U ........... .............-0,20q : : ; I DES7GN fZ01K/NE Pft;7 E -x:25% .:.... -0.25% -0.34% ; -0.34% ; 348* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........: =0:25q .348 21+00 22+00 23+00 24+00 DES70 FZOiK/NE PRO7 E NORTH FLOWLINE PROFILE DESIGN tZ0LINE PR01E o ; ; ; ; : : ; ; i Q z 11 LLI Ln J EXISTING GROUND PROFILE AT CENTERLINE M M 0 a °' , - O��^- - _ \ O2 r _ - M 0000 o-06MM 352.-____-� ------_-..... 0 MM tL) OU M '_j'352 n Wo- lC7lJ Ouj T1 Z lt_ L1_ t.+L- . . . . . • . . . . . .-f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04r 350;...:....... ..................................... ..... .. ............ 350 .................. DESIGN fZOWUNE PROFILE -0.20% _0.20% 348:...:..... .......:...:................:...:...:...:........:.. :...:...:...:.. 348 .........--•-•-••• 21+00 ............................................................ 22+00 23+00 24+00 25+00 SOUTH FLOWLINE PROFILE n Z za J d W w Q�Q W m L� w a $ Y cn O '- + m 52 30 I 30 1 110' 20' 20' 10' 3 Trn. - - 2 _ Q i 1 M N I i W 11 1 II 1 12iv 10+00.00 12+25-00 N (I II I L I I I• I • IM I I 30' 30' I I 110120' 11 20'1110' il I 1 -� V_ U U -J W m = W F- o 0 Z Z W � co + + Z (Al O S aw SEE SHEET 21 FOR MEDIAN DETAILS �z to HORIZONTAL: 1"=50' PHASE 2 VERTICAL: 1"=2' PADDINGTON STREET CONSTRUCT 0.20'MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 WEST FLOWLINE PROFILE 31.42' � 47.12' CO �0 CUR w O+� o ON CURVE -- U - w n o M 1i w CO EXISTING GROUND PROFILE * ^ w rn �o 1725.00' oo M M 0 M O AT CENTERLINE -M o 10n 352......... 352......... 12'05'04" - - - - - - _ _ -t�-- _ v. 35.00' (� r ..+ 0 .��..............t`... ....352 42.00' 188.30' 256'52'58" )......... i 350* .......: 350;...;...: 13'22'59" :...: 350 20.00' ............... ;. +o7ago ;•--:•--;•--:---:...;350 C8 ................................................. 31.99' +x•86% DESYG7N fZON- INE PROf7LE 348:...:..... 348 ........:...............:...........:...:...:...:348 88'45'59' 19.57' C10 ................................................. 10+00 10+00 11+00 12+00 42.00' WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE U 0 a CIW "'Y' N r N '_IU - 63 31.42' � 47.12' CO �0 ON CURVE O+� o ON CURVE -- U - 0r mo a'n, w a0; M � EXISTING GROUND PROFILE W md U C2 1725.00' oo M AT CENTERLINE - -0 1o� - - - - r2 _ C3 352......... _ _---------- 12'05'04" co ....... x......352 C4 35.00' (� r ............. r C5 42.00' 188.30' 256'52'58" )......... C6 350* .......: 8.18' 13'22'59" 4.11' 350 20.00' ............... +06g%_ ............ C8 ................................................. 31.99' 91.37'57' fZ0#t1NE PRORLE C9 348:...:..... ...:...:...:...:.......:...........:...:348 88'45'59' 19.57' C10 ................................................. 10+00 11+00 12+00 C11 EAST FLOWLINE PROFILE U 0 a CIW "'Y' N r N '_IU - 63 G\-Q� 65 W M + N CURVE TABLE � 00 CO �0 r 64 0i + O+� o o o -- U - 1319'49" `9X60 v 15' C2 1725.00' 468.10' 15'32'52" 235.50' G\-Q� 65 W M + N U pav0 worn Z0aZ WowQ awimwaiwWaF"-o OtZ z LJiw ��0LLzzl=zwowa�azoWFia W IIf 02>uv wO&(D w1= w=ow=wcAU z1-U~N�01�i--ate 9 Q!� S) LLJ a = ozmzw Uo OO w oon(Lou ozax'x �K Qo_��0z&>'U fnwY2800QZW zz0dZO� 52WOwiWW% CONSTRUCTION NOTES U1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STA110NING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION SUMP -O- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `T)> EXISTING UTILITY POLE OO SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT < W _ U) PHASE 2 GRAHAM PEAK DRIVE CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I=4.5 R=44 51 WEST FLOWLINE PROFILE aNa)w0 31.55' 31.28' -rn� ^ n Omn 0h DELTA M ON CURVE wM 0 W OR m o rn41% "I CD cd '-t,* N M� ao a- d ao et _ 0R 352 CID ± + M 197.70' !; fVSANG GROUND PRORRIE AT CENTERLINE _ - - - - -- �+ M 0 M ------ 31.55' ................... o- - _____-�- _j _._ _._ _._ _ -� U- __ __ _ _ - _ _ T._ _.� �. - .................. _ T _ - 40 w .................... U m 00 35.00' -► LJ co co ow 2 0 35.00' Lo 22'25'35" .352 M I r� M "� r- v II EX/S17NG GROUND PRORLE AT CENTERLINE ti 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 .d J _�oQ-_:______--_.�_.__. ,� �_ _- �............................. o F- a o .............................. . ......................... ............................................................... ...........................:350 co 348' :...: :__� +0.20 . . . . . . -o.a5q ......... :+o.?o%:.. ...................................................:348 DES/GN f10N2/NE PROf/LE : : DE571'N FL0011NE PRORLE ........................ 9+00 .................................... 10+00 11+00 12+00 ............................................................................................... 13+00 14+00 15+00 16+00 17+00 18+00 WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE 54.96 31.55' 31.28' Z 48.11' RADIUS LENGTH DELTA M ON CURVE wM 0 W 35.00' coNtn�d �- n ON CURVE w�wCA N m ON CURVE wM N W toted e-- r p) 13.70' _ 0R ON CURVE U O 197.70' 134'51'11" 202.06' M 00 � `� 31.55' roU �t d d It d� d c6 d^ U m 00 35.00' W aj 28.72' C7 35.00' Lo 22'25'35" 6.94' M I r� M "� r- v II EX/S17NG GROUND PRORLE AT CENTERLINE W 0 N 352 ..................._ 0 Q .d J _�oQ-_:______--_.�_.__. ,� �_ _- �............................. o F- a o w a co :__� z . _ .... ...............352 mooN�__ . . . . . . . . . . . co . . N . . . . . . . ,n . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 ...... .............. ..................................... ............ ......................................................: ...... ..............:350 �.. :a56% . . . 348:...: .. 0:20% 348 76?RE & W fZlKUNE 0.26% 0.26% DESlI V FZOftZ/NE /'R41F7LE _ 9+00 ....................................................................................... 10+00 11 +00 12+00 ........................................... 13+00 14+00 15+00 16+00 17+00 18+00 EAST FLOWLINE PROFILE HORIZONTAL- 1"=50' 1"=50' VERTICAL: 1"=2' v pawLL Vo woco WWW �ZwW aazv~z05 w -W=p Z0>m�Q W S O w= W y () _ Z F U H-, m O m SwF-ZprOp� Wa.00ow�Ncw,,o W aOa►-=-¢�F-�=-=Z Zz��c)ap-w 9�Oz}w Q w Y U . U Qz m U 6Hm voOim Cn6c��0o9m 02?: Wwwf=Zp07-'.22 0w 03:ozz P: OZ OZ p =QVU aw ZpwwwLL0OZQ UiQw=Zwa0U, 1-ZQV U ti mW�iF-ZlAcq ZW W w - agcwnQ¢Uwco�o owp=zQc)zoN Z--J0>-0oii�=x ¢ = p r- zo=c=>ai6iQ�w >}wiz-, mWOWzDZp�am Ww000wz'w�w ter=-oa�00w<3 llt'� s- U CURVE TABLE Z CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 54.98' 90'00'00" 35.00' C2 35.00' 13.70' 22'25'35" 6.94' C3 84.00' 197.70' 134'51'11" 202.06' C4 20.00' 31.55' 90'23'47" 20.14' C5 20.00' 31.28' 89'36'13" 19.86' C6 35.00' 48.11' 78'45'02" 28.72' C7 35.00' 13.70' 22'25'35" 6.94' C8 84.00' 181.21' 123'36'13" 156.67' HORIZONTAL- 1"=50' 1"=50' VERTICAL: 1"=2' v pawLL Vo woco WWW �ZwW aazv~z05 w -W=p Z0>m�Q W S O w= W y () _ Z F U H-, m O m SwF-ZprOp� Wa.00ow�Ncw,,o W aOa►-=-¢�F-�=-=Z Zz��c)ap-w 9�Oz}w Q w Y U . U Qz m U 6Hm voOim Cn6c��0o9m 02?: Wwwf=Zp07-'.22 0w 03:ozz P: OZ OZ p =QVU aw ZpwwwLL0OZQ UiQw=Zwa0U, 1-ZQV U ti mW�iF-ZlAcq ZW W w - agcwnQ¢Uwco�o owp=zQc)zoN Z--J0>-0oii�=x ¢ = p r- zo=c=>ai6iQ�w >}wiz-, mWOWzDZp�am Ww000wz'w�w ter=-oa�00w<3 llt'� s- U Z o M ui U)o 0)o Wv [' 0 L T W Q cN O > LLX U m O U) 0 ILL (f) 0 Z I'll-, w m N W W N M 4) o w w w 'Z_^^ V w U) � M W 0 N ry o 0 O `y CL H V) N co Z O % w Lu N DATE 11/20/2014 N PA JOB No. 14-2772 i SHEET E 0 Q E14 cli OF 21 SHEETS ti� ui E- O O O p W o Cif a- w w w = 0 -' m ww w LU w U- w o a F- a o w a H V) N co Z O % w Lu N DATE 11/20/2014 N PA JOB No. 14-2772 i SHEET E 0 Q E14 cli OF 21 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) Q7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION 57 c c r -U- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE 0 SEWER CLEANOUT OO STORM DRAIN MANHOLE -- - - - RIGHT-OF-WAY - - - - - SEWER STORM DRAIN -��- - -�- EXISTING EDGE OF PAVEMENT N = W F - Z z w z�(nn j Q W V) INSTALL W-31(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. PHASES 4 AND 5DOWNHAM AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I=4.5 R=44 100' VERTICAL CURVE 30.96' ON CURVE U to U col1U-U m �� % U N D: M w I,- 0:: co �0su-1q o 0�0 O >co Urn UFl, m m 0m"t tom co cn M W 0 m 00 W ad 0M 10- Pr) (n UUd% �M 0)M M +� O -Q W > > O 000 d to =:s p `�t to -F f. �O O M. m W d a - O c0 O0 w- # . . . N . . . . .N . . . . . . . . . . . LORto -j L * cL 352. . . . . . - - - + EX/STING GROUND PROFILE AT C£NTERL/NE :352 _ -- -- - cn ........................................ a ...... ............... 0 z 350 ........:........... +`' z.1aq .: ........ .... ........350 +0.20% . +0.20% : : : : . X -76N ROHfINE PRLD�ILE : `.• 11q: : d � 348'..... ...........................:...........:...:...:...: :...:...:...:348 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE -70 RECORD PN ASE 4 - BY, BY= FRED W. DRAWING LY RTER, RCE 33448 EXP. DATE 42.70' TABLE U tl U 00 m o6 W oo 100' VERTICAL CURVE RADIUS 30.96' DELTA ON CURVE Cl 20.00' > 88'42'05" CURVE C2 v v0) W » oao a m O >cNn UrnN 13.70' m M tT m^ N M W dj to m 00 W 00 M 131.23' C5 dd M �O O N:z Q W 0> 6.94' 00 20.00' 31.39' M to �`~' = O't °� as 20.00' tfi t° .............. ... + s- .r to ....... ... ....... N 352 348.........................................................................................................................o w + EXISIINO-WOUND•PROF/LE•AT CENTERLINE :352 • - - - .................:348 m 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE wWF- 2 )l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a, . . . . . . . . . . . . . . . . . . . . . . . F -W w Lu LLL' a o as 350.........:...:.. Z +0.20%__W :350 .�. 1..119.. :; _... "F2�1 Tom'f. - +0.21% :- ....................................................'.•lly. OESiGN f OfK/NE PR0j%-1 348.........................................................................348 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE -70 RECORD PN ASE 4 - BY, BY= FRED W. DRAWING LY RTER, RCE 33448 EXP. DATE Y W W W U W m y -r o D W 7 V) U p O U O w O m m J z�aa,, wZW� vwimwcnw �J2'=azt�WQFo �iOa wZwW°o xrnxwz�F")a 0z>!z �-' �wis�azwwQQ U' F' , .mwm 'm Z W'- w p O p -F-wOw CrCL000n(i)Y ozaF=iw -¢rP -x-o a & O u O z m '22@800< w 552OOcnw >p= ww>- OzxZnwOC C w Q Oww wF-'m2AOZpo.uw oo§a§waz5Q Fm:z W JOZ> z�OQp��Eoo ,,j a. Ww0!Sza oazd�w>ocai)� ¢=�wt=m Z?m�Ezzz > U O ►- w w a��Q¢ win -O v)w�szQWwpcn Q�0wU0aoFs� mF,,s�zw w ¢a0 c9p Zp=Ucn W x x W LL - 0 wp' ax wa0LLz>�mJ°¢D LLI o co m W O W Z Z p Q m W W UOwZ cn>-cn �x-Fx-DaHUO�irZQ� PHASE 4BROCKBANK AVENUE -N- HORIZONTAL: 1"=50* Z VERTICAL: 1"=2' 1 CONSTRUCT 0.20�MIN. TYPE 'B' A.C. PAVING OVER Q< 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. ir COMPACTED TO 95% MAX. DENSITY 30 T1=4.5 R=44 1= 4270' a® ce- to CURVETi w to crw Id' M N ® m of W On m 0 F 0 00 M � M � M M tr X X U7 cc o+...........................................................................................+ a a 0 u') 352:...:... :...:.. :...:. u � :352 . .'-•E,1'/�'ANGGROllN4FROALt�"ATCENIFRL�NE��-:--�-_.---•-`------:---.__.__ _'`•� -_ '� . ° `c -------------------'- - `� .... .. . ... . . . . . . . . . . . . . . . . . . . 350:.................... 6."...:. :...:...:...:...:...:...:...::...:...:...:...:...:...:...:...:...:...:...:...:...:. :.. :...:...:350 ..................................... _0.20%..... ... ............ . - DE57GN fLOiK/NE RRl�7LE . 348:...:.......:...:...:...:.......:............:...:...:................:...:.......:...:.......:........:................... 0.62%.................. 348 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NORTH FLOWLINE PROFILE 31.39' CURVE TABLE U tl U 00 m o6 W oo CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 30.96' 88'42'05" 19.55' C2 35.00' 42.70' 6954'06" 24.46' C3 35.00' 13.70' 2225'35" 6.94' C4 84.00' 168.24' 114'45'17" 131.23' C5 35.00' 13.70' 2225'35" 6.94' C6 20.00' 31.39' 89'55'31" 19.97' C7 20.00' 31.44' 90'04'29" 20.03' Y W W W U W m y -r o D W 7 V) U p O U O w O m m J z�aa,, wZW� vwimwcnw �J2'=azt�WQFo �iOa wZwW°o xrnxwz�F")a 0z>!z �-' �wis�azwwQQ U' F' , .mwm 'm Z W'- w p O p -F-wOw CrCL000n(i)Y ozaF=iw -¢rP -x-o a & O u O z m '22@800< w 552OOcnw >p= ww>- OzxZnwOC C w Q Oww wF-'m2AOZpo.uw oo§a§waz5Q Fm:z W JOZ> z�OQp��Eoo ,,j a. Ww0!Sza oazd�w>ocai)� ¢=�wt=m Z?m�Ezzz > U O ►- w w a��Q¢ win -O v)w�szQWwpcn Q�0wU0aoFs� mF,,s�zw w ¢a0 c9p Zp=Ucn W x x W LL - 0 wp' ax wa0LLz>�mJ°¢D LLI o co m W O W Z Z p Q m W W UOwZ cn>-cn �x-Fx-DaHUO�irZQ� PHASE 4BROCKBANK AVENUE -N- HORIZONTAL: 1"=50* Z VERTICAL: 1"=2' 1 CONSTRUCT 0.20�MIN. TYPE 'B' A.C. PAVING OVER Q< 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. ir COMPACTED TO 95% MAX. DENSITY 30 T1=4.5 R=44 1= 4270' a® ce- to CURVETi w to crw Id' M N ® m of W On m 0 F 0 00 M � M � M M tr X X U7 cc o+...........................................................................................+ a a 0 u') 352:...:... :...:.. :...:. u � :352 . .'-•E,1'/�'ANGGROllN4FROALt�"ATCENIFRL�NE��-:--�-_.---•-`------:---.__.__ _'`•� -_ '� . ° `c -------------------'- - `� .... .. . ... . . . . . . . . . . . . . . . . . . . 350:.................... 6."...:. :...:...:...:...:...:...:...::...:...:...:...:...:...:...:...:...:...:...:...:...:. :.. :...:...:350 ..................................... _0.20%..... ... ............ . - DE57GN fLOiK/NE RRl�7LE . 348:...:.......:...:...:...:.......:............:...:...:................:...:.......:...:.......:........:................... 0.62%.................. 348 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 NORTH FLOWLINE PROFILE 31.39' U z o M rnco c6 LuZ o W a cM Q > U� U�-.0co to 5X LD a) Z Y cc Q W m N 06 Z w o of Z u% N W M W N o C° O O^ `V L m cm0 d-0 (14 w 0_m ppWCD U tl U 00 m o6 W oo z M 000000 M M M w + O DOMo' 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . 352. O A . . . . . . . _ ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .EX/37fNG001INO PROWATCENTERUME :--------------_------- . . . . . . . . . . . . . . . . . : .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :------- -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :352 . . . . . . . . . . . . . . . . . 350: ...:...:............ . . . . . . . . :...:.................... . . . . . . . . . . . . . . . . :..:...:................................................................. . . . . . .... ................:350 . . . . -0:20% O ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . .....-0.20% ... ... ................. DE96YV fZOIK/NE PRlh�7LE 348.........................................................................................................................o w = Q. .................:348 m 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE wWF- 2 )l W U z o M rnco c6 LuZ o W a cM Q > U� U�-.0co to 5X LD a) Z Y cc Q W m N 06 Z w o of Z u% N W M W N o C° O O^ `V L U) Cfl W Z Z J � j f'- W Z w � Y a U W n' m O i O ~ � N � U) W Q z U) o z O w 0) W O A O O O W O w w = Q. m 0J w wWF- 2 - W LU 0 F -W w Lu LLL' a o as U) Cfl W Z Z J � j f'- W Z w � Y a U W n' m O i O ~ � N � U) W Q z U) o DATE 11/20/2014 N PA JOB No. 14-2772 U) SHEET E 0 E N N OF 21 SHEETS z O 0) W w DATE 11/20/2014 N PA JOB No. 14-2772 U) SHEET E 0 E N N OF 21 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. MAX. DENSITY, TO A DEPTH OF 1') M5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) []7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION 27 r-] W a Z aF- �W W 00 Q U) + {} INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C'Q� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT © - STORM DRAIN MANHOLE RIGHT-OF-WAY ----- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 00 --� CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT U- W W 13.70' 22'2535" 6.94' }Z- `-- 84.00' 197.80' 13455'14" V)!- C3 35.00' 13.70' 22'25'10" 6.94' C4 30' 30'Nz 90'04'29" 35.05' c00 =ZW 0 Nz 10' 261 1 20' 10' W 31.44' 0D Q W= W z 27.16' ' 14.40' uj m 42.00' 201.08' to 0o cd w V o II 1 tri 0 o Z Q C9 - - - - - - - - - - - - - - - - - I + 0 _0 + Q W Lf) + _j LLI Q0 © I 1 1 0 3 O '- _ V) r- 000 m 1 � .a. 37 � M. N � 38 ' 30'I 30' � t ^ i0 +� 0� o +� U- a Y � Q W o mZW v dim m 3w m Y = W 00 0_ _ O U (n to 'i- cq r. n �? Q 0 �, +'o rn 00 fM1QW co -+ t00 ++ LO W co + °' 0) 1 0 Wry N N tJi O� J J 50 51 1 30' ' 3Q' 1 7 8 N 9 M� 10' 20' 20' 10' m �1 � °D � � 15' _ U� i N m'• M3- I( N cy 30' 30' i1 O ♦ 2 s TYP. 11 -- -- - -- o -- o -- -- - -- - - -- -- ♦ ® 1 6 9f vi M N N !- - 0 0 1 + 12 co 00 1 N00'5501"E 15 M N - 1.6 I - 17 1 - 8 N - N00'55'01"E 19 -19 N -------- ' 4 - N 00 rn Vi N - ---- - - - ; - - "ATM - - oo - - - - - 26 ' .i' Y5� .. } 30 30' '1 , , - - - -� 30' 30' - - - - - - -}-- - 34, - 30, - - - - - } 30� } 30 2 30� 16 `� 'z1'_`3111'1 v Y N N �' O co to dN' D- N W CV N SF p T + Z N p 0 25 24 0 23 22 m � M 21 20 C" 19 18 17 16 15 00 C14 14 m a " 2 0 0_ W V O C7 O Jw w N n U0 m� 00 IIS o 1 3 0 to n 0 d 3 U0 w toU0t+ CON to d O O + + O O+ O 'n 000 0 co 0 NO rn O e- Ki + CD + - ± _ M 3 W) N �I�i LJi INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME j TIME. REMOVE AND SALVAGE SIGN WITH PHASE4 CONSTRUCTION OF ADJACENT PHASE. JACOB CREEK DRIVE DWy 12 CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER RECORD DRAWING 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. HORIZONTAL: 1"=50' j COMPACTED TO 95% MAX. DENSITY P14ASE a- 41J�`� VERTICAL: 1"=2' T1=4.5 R=44 55.02' 31.39' 31.44' 31.39' 31.44' RCE 33448 EXP. DATE 0 ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE BY- FAD W. PORTER, a0. w M M m O a r` m co m r. m r• w (0-tr_ ir 00 0; co m co it * 0: co 11 U m U co p 0_ 0 * 0•- ( NU-)rM0L0 0000 0r- (14 r, t0 0 V7 0tO0toW d-0 t0 -m0 a: -7 �yS _ m 06 W 00 r; r` m r; W 06M 00 W r` lh r` r• m 00 W 06 m 06 00 W 06 _ _ _ � - a - - - - - - - - - _ .a• 't ,� 1* �r 1r ,�, d m -t d- EX/SUNG GROUND PRORLE AT CENTERL/NE to , * M M 0 -*'r' M -- -- - - - - - - - N 0 M L? `r M M m MM M M M n MM CU 11 II o II II O c9 o M rn -- v ----------- -1 +N o to 'O ------------------- -l�0 - --+A-� 1�� ---- COp X co +M t0 +n O V 4' W N P O WCL to 0_ co 0) N ............................ ....... ...........j..................n OW .............. LU aozo.............................. .... 0 F; � . t0 if) d' W 350* ...:...:...:...:...:...:... + ............. :...:...:...:...:...:... + :...:...:...:...:........... ... ............... ....... N :350 ............................ .................... .................... ............. ......................................... .. .................................. ... :. .+0.25% : : : 0!0% .+0.20%: 348 :...:...:...:...:...:...:...:. . -'gn ....:.. :...:...:...:...:. :. :...:.....: ?1% ..:.. 0:75 °..:...:...:...:...:...:...:...:...: aoKaE PRaRiLE...:...:...:.. :...: 348 : 0.299; x162%. 993k" +0.20% DE3'/QV ROKINEPROFILE.. +0.26% . -0.26% QESYlW FZONUN£ PR RLE . . 346 ................................................ ............................................... .................................................. :...:346 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 WEST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 13.70' 22'2535" 6.94' C2 84.00' 197.80' 13455'14" 202.40' C3 35.00' 13.70' 22'25'10" 6.94' C4 35.00' 55.02' 90'04'29" 35.05' C5 20.00' 31.39' 89'55'31" 19.97' C6 20.00' 31.44' 90'04'29" 20.03' C7 33.00' 27.16' 47'09'23" 14.40' C8 42.00' 201.08' 27418'46" 38.95' CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER RECORD DRAWING 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. HORIZONTAL: 1"=50' j COMPACTED TO 95% MAX. DENSITY P14ASE a- 41J�`� VERTICAL: 1"=2' T1=4.5 R=44 55.02' 31.39' 31.44' 31.39' 31.44' RCE 33448 EXP. DATE 0 ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE BY- FAD W. PORTER, a0. w M M m O a r` m co m r. m r• w (0-tr_ ir 00 0; co m co it * 0: co 11 U m U co p 0_ 0 * 0•- ( NU-)rM0L0 0000 0r- (14 r, t0 0 V7 0tO0toW d-0 t0 -m0 a: -7 �yS _ m 06 W 00 r; r` m r; W 06M 00 W r` lh r` r• m 00 W 06 m 06 00 W 06 _ _ _ � - a - - - - - - - - - _ .a• 't ,� 1* �r 1r ,�, d m -t d- EX/SUNG GROUND PRORLE AT CENTERL/NE to , * M M 0 -*'r' M -- -- - - - - - - - N 0 M L? `r M M m MM M M M n MM CU 11 II o II II O c9 o M rn -- v ----------- -1 +N o to 'O ------------------- -l�0 - --+A-� 1�� ---- COp X co +M t0 +n O V 4' W N P O WCL to 0_ co 0) N ............................ ....... ...........j..................n OW .............. 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'.......................................................................................•....................346 9+00 10+00 11+00 12+00 13+00 14+00 I 15+00 16+00 17+00 18+00 19+00 20+00 21+00 EAST FLOWLINE PROFILE U H210 wo=n z2aa,6 wZtp-tg =wi�mw2ww< =p w=az~Zwwso ==nxwZ->�cnQ POwI_Oz-,=nviv waii�z_m wiOw1-www 3;_ zi~-v-,_wAoLL4aF F m p p - aa�jzzUOw� w 0za'►=-H� Q' 0 LL 3 8 Q m V zOOW16 6z6 -.%6'68o p aw mLu=az LL zw p�Z[]'ffig U,�=wn�0z> a f-cnZpa Oaza=w>0<w V=8w-'zw?00 Zw QU w zzwwo F- U?p W �wwozr' aw�20 CCZ c�wrn ww='=6<2E2> z-'Owupa�=►=- C7cnw=�ZQQ00 zaT0-w= 3zF-=>0 JO'F- gwo,fW"=wom wap0z>wxw-mQS >,:w'-cnZD Om- ¢w�WwUZa. wwvowz�'m>-cn .T 0 N rn 3 U U) N r- t- 04 - t - N (D Ur Z o (y) rnL0 W z ,_ �-- ` i cN Q U m U (D � N � X 06 LL Z Y Q W m 04 to od _Z 4) o U) N WZ ch W C%4 S 0 `V ^ r I..L L oil co w 0 0 W O 0 0 o 0 FW- W= w Z w w W LL w 0� o U- a A n, co z 0 0 W N DATE 11/2012014 N PA JOB No. 14-2772 SHEET Q N J o 117; LID �--�� N OF 21 SHEETS CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') 5M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ® CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) 7Q INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE OS SEWER MANHOLE © SEWER CLEANOUT Uo STORM DRAIN MANHOLE - - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 10' 20' 20' 10'M t2 I rn 12 26' 26' �� + aa- a Lo N + 17 ' ► r j $� 1 s' ' $' $ N 18 `` 19 20 N * 44 ui W 45 � 46 0 47 0 48 0 49 0 50 ' , 30' 1130' If I J 30' 30' -' > + :2 `�' � N Lo M to rn r- 10 20 20 10 L I o _ " 2 30' ; I 3 `f + + + Q + + + + _+ I I oo - o -- i I I 30' 34' o o = 2 0 o n r- o o N N o N o I 1 oRi 50344 _ �' 30' 30' -J 0-0- _j 30' 30' Z � m N 30' 30' - 30' 30' 30' I Trn I I I + C � b 11+ 4.13 '�' -�- -' - - 2 6 Trn. 2 3 o N 11+65.63 -' - - _ _ 50353 _ _ _ _ _ _ _ _ _10 S89'00'30"E 111 I ®"-12 13+07.71 - - o - - - - - - o - - - - - - - o N S -- - - - .- - --'`r------��- '+------_ _ _ 13 1 4 ` rn I ® �o _ccl - - -I- - - - - - - - - - - - - - - '-+ S S85 23'56'E 14 1 15+13.88 0 0 16+60.25 0 17+75.44 0 0 +ni I ( I CI-_ - _ 104 5 ® 15+45.38 M N N 1 ' 3 N 1 I o _ - _ - - - 16 S89'00'30"E -1; 18 - 19_ S89'00'30"E 2-__ 0 - - 221 _ _ 2� _ N I -- -- _ _ - ------------------- -�S �C-----------QS--------------------------------- - -- S ' 3 TYP. r 30' 30' '- _ _ - - _ _ _ `n N '�'' `nom' 'n'' N -1 I y o i o � 6 TW. 2 30' 30'- _ -- ® ® �- - - - -- -- - - -- -- -- - - - I / } -_ 30' I 30' U " ^ _� o 0 30' 30' r 30' 3 _ 30' 2 30' 30' 30' 30' 110' 20'1_120'111-0? o cv v cO 3 I 3 z� 3 + ^ U co M n n N d. u j n n n n n D I. 28 fi U 27 N 26 N IN C6 0 V , t� U to 0 U n U i Y 1 V m W M + + W LtJ 0: w tri ui ui ui tri I Q W M 25 24 � 30' 30' cn cn 0 o � M '� W �- N11'7M r;; 23 U 0 22 r10' 20' 20' 10' 21 �° 43 42 41 N 40 N 39 N 38 30' 30' i Q COCO m W a� � - 10' 20' 20' 1V W M± tri{ 00 "t v v tri = N INSTALL W-31(CA) SIGN WITH bM4-3 MARKER v11 11 1 1 W + + +'- n °p 11 IR m `'' + °- W AT PHASE BOUNDARY OF TRACT IF ADJACENT 0° Y t0 Q •- r- Ljj U- _� a00o+ M,* N , x �- H N = PHASE IS NOT CONSTRUCTED AT THE SAME N W = Q vi + co W W o uj a_ TIME. REMOVE AND SALVAGE SIGN WITH o (- W� �� + LL. � _ ^ z CONSTRUCTION OF ADJACENT PHASE. N U ; W C LLJ v, W O LLQ V) V) Q LAi V PHASES 2 AND 4 RECORD DRAWING HANNAH LYN AVENUE -N- CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER � • HORIZONTAL: 1"=50' 0.40 MIN. CL -11 AGGREGATE BASE OVER 1.00 MIN. NAT. GRD. VERTICAL: 1"=2' : COMPACTED TO 95% MAX. DENSITY Y= FRED W. PORTER, RCE 33448 EXP. DATE , 31.28 31.42 31.42 T1=4.5 R=44 31.44 ON CURVE ON CURVE N CURVE ON CURVE U U N it U aD II U m co 0= 0 D: N O N OOm r- COW Z a: f- U O U co romp nwto Uig UNUNW-UN M W �tM dm m� dm m WOIt �mdOr W d0 0000 O MN M mW M c6 W d^ M �M te)-M �mM �K) M non M _mM -*r 10 M �M M O ±M t� ai I ui co x 't�� +'* cn m O ---- O----------�--F- _ N a.. M � 0+ M 20 m _ _ a_ a_ + .- ^ N - - r - EXIS11NGGROUND PROF fATCENIINE '4: - _----------- -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N _ .- �._ -., -.- -.- T.- - -. -.- -.- - -. _.- -.- -._ ^W - - - _ .- -.- _., -.- r.- -. - - -. . . . . . . . . . . . . . . . . . . . . . . . . . N 1+n _ 350 :...:...:...: :. :...:...:. ... ............... . .................................. ...................................o........................................................................... .... ...........350 Z _ W +0.20% +0.20% 0 . . . . . . . . . . . . . . . . . . . . . . . i% +0.00%.-349:23. . -0.22% _ p ° .349.10 . : J k� 4 348:cc +0.20% +0.20% 348.76 ` +0.20% -0.22%' 'o< DES/GlV'FLO1fi1NE PRGic7LE ' CROSS-GUM14 • DE37l�V FEDiK/NE PRA9LE .348 ? `. 9gr F 346* ... ....... ................:- N .................................................................•••••................................................................................................................................346 W o 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 4uj acr NORTH FLOWLINE PROFILE CURVE TABLE CURVE I RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.28' 89'36'13° W C2 20.00' 31.55' 90'23'47 20.14' If 0 520.00 32.76' ~ 16.38' C4 500.00' 31.50' W nm K)W 480.00' Z w 03'36'34" 15.12' C6 20.00' 31.42' 90'00'00" co cy- Li 31.39' 89'55'52" 19.98' C8 20.00' M� to to00 m = W 31.44' 90'04'29" 20.03' C10 1 20.00' 31.39' 89'5531" 19.97' t[� c� O 0 00 M00 + M m 6 W el 0 dj W It 00 00 az m W Z O o6 W cf .- + = W d r 00 1714 to r m 1.0 M U- �' I 11 `` N U W + +� �'+ `�� N W ¢ o 10' 20' 20' 10'M t2 I rn 12 26' 26' �� + aa- a Lo N + 17 ' ► r j $� 1 s' ' $' $ N 18 `` 19 20 N * 44 ui W 45 � 46 0 47 0 48 0 49 0 50 ' , 30' 1130' If I J 30' 30' -' > + :2 `�' � N Lo M to rn r- 10 20 20 10 L I o _ " 2 30' ; I 3 `f + + + Q + + + + _+ I I oo - o -- i I I 30' 34' o o = 2 0 o n r- o o N N o N o I 1 oRi 50344 _ �' 30' 30' -J 0-0- _j 30' 30' Z � m N 30' 30' - 30' 30' 30' I Trn I I I + C � b 11+ 4.13 '�' -�- -' - - 2 6 Trn. 2 3 o N 11+65.63 -' - - _ _ 50353 _ _ _ _ _ _ _ _ _10 S89'00'30"E 111 I ®"-12 13+07.71 - - o - - - - - - o - - - - - - - o N S -- - - - .- - --'`r------��- '+------_ _ _ 13 1 4 ` rn I ® �o _ccl - - -I- - - - - - - - - - - - - - - '-+ S S85 23'56'E 14 1 15+13.88 0 0 16+60.25 0 17+75.44 0 0 +ni I ( I CI-_ - _ 104 5 ® 15+45.38 M N N 1 ' 3 N 1 I o _ - _ - - - 16 S89'00'30"E -1; 18 - 19_ S89'00'30"E 2-__ 0 - - 221 _ _ 2� _ N I -- -- _ _ - ------------------- -�S �C-----------QS--------------------------------- - -- S ' 3 TYP. r 30' 30' '- _ _ - - _ _ _ `n N '�'' `nom' 'n'' N -1 I y o i o � 6 TW. 2 30' 30'- _ -- ® ® �- - - - -- -- - - -- -- -- - - - I / } -_ 30' I 30' U " ^ _� o 0 30' 30' r 30' 3 _ 30' 2 30' 30' 30' 30' 110' 20'1_120'111-0? o cv v cO 3 I 3 z� 3 + ^ U co M n n N d. u j n n n n n D I. 28 fi U 27 N 26 N IN C6 0 V , t� U to 0 U n U i Y 1 V m W M + + W LtJ 0: w tri ui ui ui tri I Q W M 25 24 � 30' 30' cn cn 0 o � M '� W �- N11'7M r;; 23 U 0 22 r10' 20' 20' 10' 21 �° 43 42 41 N 40 N 39 N 38 30' 30' i Q COCO m W a� � - 10' 20' 20' 1V W M± tri{ 00 "t v v tri = N INSTALL W-31(CA) SIGN WITH bM4-3 MARKER v11 11 1 1 W + + +'- n °p 11 IR m `'' + °- W AT PHASE BOUNDARY OF TRACT IF ADJACENT 0° Y t0 Q •- r- Ljj U- _� a00o+ M,* N , x �- H N = PHASE IS NOT CONSTRUCTED AT THE SAME N W = Q vi + co W W o uj a_ TIME. REMOVE AND SALVAGE SIGN WITH o (- W� �� + LL. � _ ^ z CONSTRUCTION OF ADJACENT PHASE. N U ; W C LLJ v, W O LLQ V) V) Q LAi V PHASES 2 AND 4 RECORD DRAWING HANNAH LYN AVENUE -N- CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER � • HORIZONTAL: 1"=50' 0.40 MIN. CL -11 AGGREGATE BASE OVER 1.00 MIN. NAT. GRD. VERTICAL: 1"=2' : COMPACTED TO 95% MAX. DENSITY Y= FRED W. PORTER, RCE 33448 EXP. DATE , 31.28 31.42 31.42 T1=4.5 R=44 31.44 ON CURVE ON CURVE N CURVE ON CURVE U U N it U aD II U m co 0= 0 D: N O N OOm r- COW Z a: f- U O U co romp nwto Uig UNUNW-UN M W �tM dm m� dm m WOIt �mdOr W d0 0000 O MN M mW M c6 W d^ M �M te)-M �mM �K) M non M _mM -*r 10 M �M M O ±M t� ai I ui co x 't�� +'* cn m O ---- O----------�--F- _ N a.. M � 0+ M 20 m _ _ a_ a_ + .- ^ N - - r - EXIS11NGGROUND PROF fATCENIINE '4: - _----------- -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N _ .- �._ -., -.- -.- T.- - -. -.- -.- - -. _.- -.- -._ ^W - - - _ .- -.- _., -.- r.- -. - - -. . . . . . . . . . . . . . . . . . . . . . . . . . N 1+n _ 350 :...:...:...: :. :...:...:. ... ............... . .................................. ...................................o........................................................................... .... ...........350 Z _ W +0.20% +0.20% 0 . . . . . . . . . . . . . . . . . . . . . . . i% +0.00%.-349:23. . -0.22% _ p ° .349.10 . : J k� 4 348:cc +0.20% +0.20% 348.76 ` +0.20% -0.22%' 'o< DES/GlV'FLO1fi1NE PRGic7LE ' CROSS-GUM14 • DE37l�V FEDiK/NE PRA9LE .348 ? `. 9gr F 346* ... ....... ................:- N .................................................................•••••................................................................................................................................346 W o 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 4uj acr NORTH FLOWLINE PROFILE CURVE TABLE CURVE I RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.28' 89'36'13° 19.86' C2 20.00' 31.55' 90'23'47 20.14' C3 520.00 32.76' 03'36'34" 16.38' C4 500.00' 31.50' 03'36'34" 15.75' C5 1 480.00' 30.24' 03'36'34" 15.12' C6 20.00' 31.42' 90'00'00" 20.00' C7 20.00' 31.39' 89'55'52" 19.98' C8 20.00' 31.44' 90'04'08" 20.02' C9 20.00' 31.44' 90'04'29" 20.03' C10 1 20.00' 31.39' 89'5531" 19.97' 10' 20' 20' 10'M t2 I rn 12 26' 26' �� + aa- a Lo N + 17 ' ► r j $� 1 s' ' $' $ N 18 `` 19 20 N * 44 ui W 45 � 46 0 47 0 48 0 49 0 50 ' , 30' 1130' If I J 30' 30' -' > + :2 `�' � N Lo M to rn r- 10 20 20 10 L I o _ " 2 30' ; I 3 `f + + + Q + + + + _+ I I oo - o -- i I I 30' 34' o o = 2 0 o n r- o o N N o N o I 1 oRi 50344 _ �' 30' 30' -J 0-0- _j 30' 30' Z � m N 30' 30' - 30' 30' 30' I Trn I I I + C � b 11+ 4.13 '�' -�- -' - - 2 6 Trn. 2 3 o N 11+65.63 -' - - _ _ 50353 _ _ _ _ _ _ _ _ _10 S89'00'30"E 111 I ®"-12 13+07.71 - - o - - - - - - o - - - - - - - o N S -- - - - .- - --'`r------��- '+------_ _ _ 13 1 4 ` rn I ® �o _ccl - - -I- - - - - - - - - - - - - - - '-+ S S85 23'56'E 14 1 15+13.88 0 0 16+60.25 0 17+75.44 0 0 +ni I ( I CI-_ - _ 104 5 ® 15+45.38 M N N 1 ' 3 N 1 I o _ - _ - - - 16 S89'00'30"E -1; 18 - 19_ S89'00'30"E 2-__ 0 - - 221 _ _ 2� _ N I -- -- _ _ - ------------------- -�S �C-----------QS--------------------------------- - -- S ' 3 TYP. r 30' 30' '- _ _ - - _ _ _ `n N '�'' `nom' 'n'' N -1 I y o i o � 6 TW. 2 30' 30'- _ -- ® ® �- - - - -- -- - - -- -- -- - - - I / } -_ 30' I 30' U " ^ _� o 0 30' 30' r 30' 3 _ 30' 2 30' 30' 30' 30' 110' 20'1_120'111-0? o cv v cO 3 I 3 z� 3 + ^ U co M n n N d. u j n n n n n D I. 28 fi U 27 N 26 N IN C6 0 V , t� U to 0 U n U i Y 1 V m W M + + W LtJ 0: w tri ui ui ui tri I Q W M 25 24 � 30' 30' cn cn 0 o � M '� W �- N11'7M r;; 23 U 0 22 r10' 20' 20' 10' 21 �° 43 42 41 N 40 N 39 N 38 30' 30' i Q COCO m W a� � - 10' 20' 20' 1V W M± tri{ 00 "t v v tri = N INSTALL W-31(CA) SIGN WITH bM4-3 MARKER v11 11 1 1 W + + +'- n °p 11 IR m `'' + °- W AT PHASE BOUNDARY OF TRACT IF ADJACENT 0° Y t0 Q •- r- Ljj U- _� a00o+ M,* N , x �- H N = PHASE IS NOT CONSTRUCTED AT THE SAME N W = Q vi + co W W o uj a_ TIME. REMOVE AND SALVAGE SIGN WITH o (- W� �� + LL. � _ ^ z CONSTRUCTION OF ADJACENT PHASE. N U ; W C LLJ v, W O LLQ V) V) Q LAi V PHASES 2 AND 4 RECORD DRAWING HANNAH LYN AVENUE -N- CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER � • HORIZONTAL: 1"=50' 0.40 MIN. CL -11 AGGREGATE BASE OVER 1.00 MIN. NAT. GRD. VERTICAL: 1"=2' : COMPACTED TO 95% MAX. DENSITY Y= FRED W. PORTER, RCE 33448 EXP. DATE , 31.28 31.42 31.42 T1=4.5 R=44 31.44 ON CURVE ON CURVE N CURVE ON CURVE U U N it U aD II U m co 0= 0 D: N O N OOm r- COW Z a: f- U O U co romp nwto Uig UNUNW-UN M W �tM dm m� dm m WOIt �mdOr W d0 0000 O MN M mW M c6 W d^ M �M te)-M �mM �K) M non M _mM -*r 10 M �M M O ±M t� ai I ui co x 't�� +'* cn m O ---- O----------�--F- _ N a.. M � 0+ M 20 m _ _ a_ a_ + .- ^ N - - r - EXIS11NGGROUND PROF fATCENIINE '4: - _----------- -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N _ .- �._ -., -.- -.- T.- - -. -.- -.- - -. _.- -.- -._ ^W - - - _ .- -.- _., -.- r.- -. - - -. . . . . . . . . . . . . . . . . . . . . . . . . . N 1+n _ 350 :...:...:...: :. :...:...:. ... ............... . .................................. ...................................o........................................................................... .... ...........350 Z _ W +0.20% +0.20% 0 . . . . . . . . . . . . . . . . . . . . . . . i% +0.00%.-349:23. . -0.22% _ p ° .349.10 . : J k� 4 348:cc +0.20% +0.20% 348.76 ` +0.20% -0.22%' 'o< DES/GlV'FLO1fi1NE PRGic7LE ' CROSS-GUM14 • DE37l�V FEDiK/NE PRA9LE .348 ? `. 9gr F 346* ... ....... ................:- N .................................................................•••••................................................................................................................................346 W o 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 4uj acr NORTH FLOWLINE PROFILE U paU0 w0<n WoW� 0]p� Z U can W W Z !,g .%2w-wW¢po t- lx- F -Lt -Z d Z wiaz~zwWYO W cn2wzco 0>°qco~ Z W W 2'86Q002 w=O.WQ=�wc.ocw3;_ = U' AFF-f�li�� zrc��ZpO�p� a00owO��C9 aZd!¢LEl1Fo Z �}W ¢moo Mo t0- z� W 0,0 w ww> >02z=cnU p� wQwmw►-22 ¢�=oZwozoom O11-§<Z�o:pcnE� z Ul w'O w►-cnzpo- zOWawWO WOQa O a Z h W> p W cc QwOzxewOzz2 2Uw�zw¢O U~'Zm ¢ZtA(A W > U O a. W j Q H U U Z O p�=z¢Ww m 6>-Ot 'w�= to=�F=-QUui W=¢0 W �jZQO=>p�Ocn� w0'� >QLLz- p�l--�ll.l Wrn ui i U.zcnmQt= !Hooz_j?pam ¢�_j'w0y0>� wwvowz Cn>-co IIS2Ir-0ouizD iy w ftj MIKA' IiN U ,r Z o M co CD M W z �� I- w M Q > U 33 Zo 0 °' U) Z Y Q W m N Z o (Y Z co c'l ui N M W N o� O O `V 31.55' Z 31.39' 31.44' 31.39' w ON CURVE Q 0 ON CURVE w ON CURVE 0 ON CURVE 0 0 xIII 0 UN 0)Mm 0 CD I: MW Cm') to m U HOW oomto pUa_ 00W 2 x U� W x U�•-U•7 W)Xrn x0) UN }f/)N �F.- Lu UO Uto 0 w m W m 00 `- ..2.000 4, 00 d O mr T t[� c� O 0 00 M00 pj t'M et M m 6 W el O) m d dj W It Oi st az m W Qi sF m o6 W cf ri d r7 C14 w } M M +� 0 + Cj +po W) +Co o) N M ►o ►� N M (W > M N r7 M - - - -- - - - - - - -� - �- 19- _ - M �+ _+ M N O 20to o - - - J EX/SANG GROUND PROI AT CENTERL/NE �' `: co r� a_ a. - U- tai -� N ------------------- - - - - - - - N - . . . . . . . . . . . . . . . .- �. _ - _ -._ _ -:- - - - - - - -.- _.- -. - -. -.- -._ -.- _. +¢ -.- -._ _.- _ .� .-. -.- -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . :, :_ 350' :. :...:...:...: °� :350 Z. : +0.26% =0.23% W ............ ... ............ - .. ............... ............:F0.26°l°................................,��%. +0.51% .... -0.22%. .................................................................. ... ........... +0. 348' ...:...:...: k°. :+0.21%; +0.21% OE.SIGN-ROfK/NEPROf1LE .................................................................•--DE%NfZONUNEPR .-0.22% .................................................................................................................................................I......... .. ... ..... ...... ................ . . 346:...:......... . . . . ...........:...:... . . . . .... . . . :. ........ . . . . . . . . . .. .........................................................................................................................................................................:346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE PROFILE U paU0 w0<n WoW� 0]p� Z U can W W Z !,g .%2w-wW¢po t- lx- F -Lt -Z d Z wiaz~zwWYO W cn2wzco 0>°qco~ Z W W 2'86Q002 w=O.WQ=�wc.ocw3;_ = U' AFF-f�li�� zrc��ZpO�p� a00owO��C9 aZd!¢LEl1Fo Z �}W ¢moo Mo t0- z� W 0,0 w ww> >02z=cnU p� wQwmw►-22 ¢�=oZwozoom O11-§<Z�o:pcnE� z Ul w'O w►-cnzpo- zOWawWO WOQa O a Z h W> p W cc QwOzxewOzz2 2Uw�zw¢O U~'Zm ¢ZtA(A W > U O a. W j Q H U U Z O p�=z¢Ww m 6>-Ot 'w�= to=�F=-QUui W=¢0 W �jZQO=>p�Ocn� w0'� >QLLz- p�l--�ll.l Wrn ui i U.zcnmQt= !Hooz_j?pam ¢�_j'w0y0>� wwvowz Cn>-co IIS2Ir-0ouizD iy w ftj MIKA' IiN U ,r Z o M co CD M W z �� I- w M Q > U 33 Zo 0 °' U) Z Y Q W m N Z o (Y Z co c'l ui N M W N o� O O `V N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET 0 Q ;_ N N �-' OF 21 SHEETS 11 Z O w Q 0 w 0 0 0 00 i W LL. Lu 0 w = h ca Lu w w w W F- O LL 0_ 0. a N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET 0 Q ;_ N N �-' OF 21 SHEETS 11 Z O w N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET 0 Q ;_ N N �-' OF 21 SHEETS 11 CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') Q5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION U n_ to 0) M 41 FL 9+33. i t all _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE OO SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE --- - - - RIGHT-OF-WAY ----- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PHASES 2 AND 4 ELLA WAY ANE CONSTRUCT 0.210J MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. RECORD DRAWING 9'_Zs--r>d W° LLJ F_ U > W mym 0 Q W'^ Y l -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' FtwOtn z z0 W 2 Q z co z w W O W W2?� Juj=�Z w=o au ZF-U�co 0ti.p 0 wa�u>vwwi �a0- <Wao!.�oQm cnw�w WC�apZ ZZoao%6zo: oWZW��Z�� =apz2goZz wP�zZ�ocOn� DOS¢§iWWz-p p Z p g% O Z Z W O td p w Q F 0 ¢wa.pQw�8oU o�Z�=owooa azo°'~W>O92 U=Uwe w<0 LL Z Z m 0 co V5 Z W Z Z 1- a�uwi>QUwcH CAW = Z Q U Z 0 fnT�F-Q ,> J� OwffixDZQQO Zp=Ucnw= 1�:z 2%o-gwWiwo O W W J w¢pu.Z>�mQ > w - c - Q W w0 v Z 0 wlwWo3WZ�c°n� �woa.�_00m< 24 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Ct 35.00' 54.98' 90'00'00" 35.00' C2 35.00' 13.70' 22'2535" 6.94' C3 84.00' 197.70' 134'51'11" 202.06' C4 480.00' 33.81' 04'02'10" 16.91' C5 500.00' 35.22' 04'02'10" 17.62' C6 520.00' 36.63' 04'02'10" 18.32' C7 20.00' 31.44' 90'04'08" 20.02' C8 20.00' 31.39' 89'55'52" 19.98' C9 35.00' 13.70' 22'25'35" 6.94' C10 84.00' 197.80' 134'55'14" 202.40' C11 35.00' 13.70' 22'25'10" 6.94' C12 35.00' 55.02' 90'04'29" 35.05' C13 480.00' 30.49' 03'38'23" 15.25' C14 500.00' 31.76' 03'38'23" 15.89' C15 520.00' 33.03' 03'38'23" 16.52' W° LLJ F_ U > W mym 0 Q W'^ Y l -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' FtwOtn z z0 W 2 Q z co z w W O W W2?� Juj=�Z w=o au ZF-U�co 0ti.p 0 wa�u>vwwi �a0- <Wao!.�oQm cnw�w WC�apZ ZZoao%6zo: oWZW��Z�� =apz2goZz wP�zZ�ocOn� DOS¢§iWWz-p p Z p g% O Z Z W O td p w Q F 0 ¢wa.pQw�8oU o�Z�=owooa azo°'~W>O92 U=Uwe w<0 LL Z Z m 0 co V5 Z W Z Z 1- a�uwi>QUwcH CAW = Z Q U Z 0 fnT�F-Q ,> J� OwffixDZQQO Zp=Ucnw= 1�:z 2%o-gwWiwo O W W J w¢pu.Z>�mQ > w - c - Q W w0 v Z 0 wlwWo3WZ�c°n� �woa.�_00m< 24 U z M 0) Ln � W coZ r I'- Lu M Q > U co m X 06 _Z Y Qce.mLUN W N M 06 _Z (1)o W z N "' W _ � N t9 C) C° C) 0 N ^ Z COMPACTED TO 95% MAX. DENSITY O coDATE 111qBY: FRED W. PORTER, RCE 33448 EXP. Lu CL O 0 O w w Lu 9 = _' m J Z w w LL o 'S w W w LLL. TI=4.5 R=44 a m U t� N U co IIx m110 0 pU co ori ao�w o0 p0) n = IIU m IIU � Om C9 coW L[? 0) d� ►� �- Q: m ~ W N= M --n- �r7 -------------------M 54.98' O- .-F 46 �. MM o6 d0) �, 31.44' 31.39' O �% 06 qk a0 00 mMM to 55.02' r4j O _ n_ Ot� ON CURVE 0o �MOMrO (6 m ±o ±o n-+ ON CURVE _ _ _ _ ON CURVE °'a EXISTING 6ROUN0 PROfILE AT CENTERLINE �`� �----_------._._.._-_._ m w J i; J la W _ n ON CURVE +O M - -- - - - - opom - _ - +m N --� M O ---- - --- W CD Wim^ . . . . . . . . 11 woo .-O + Il op dd n- IIUO Om IIU�t I- coW co nooMm0 `- dap Wr-mf- m W tom W co W co0)c1 .- �r7 w cn W 0)n. 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SfP E48 ........... ... .................................... -0.3,37. ........ ........... 348 346'' ...:...:...:...:...:...:...: -- ................ ................ .........................................................................------.................. .................................................................346 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE PROFILEo U z M 0) Ln � W coZ r I'- Lu M Q > U co m X 06 _Z Y Qce.mLUN W N M 06 _Z (1)o W z N "' W _ � N t9 C) C° C) 0 N ^ N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET F 0 Q E18 N f` 1-1 l� OF 21 SHEETS Z O O O w Lu CL O 0 O w w Lu 9 = _' m J Z w w LL o 'S w W w LLL. a a N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET F 0 Q E18 N f` 1-1 l� OF 21 SHEETS Z O U) J w N DATE 11/20/2014 N PA JOB No. 14-2772 SHEET F 0 Q E18 N f` 1-1 l� OF 21 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M7 INSTALL 2-4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION i 30' 1 30' 4pnLo V + �O .10' 20' 20' 10' RADIUS O ' 17 m a- 16 + O r W Ur- UN U' 0 11 m0 Of }Z- w II m 3 M -j W i- o a 0) =Cco W Z L O + 27418'46" ± d N Z > to '' ul U- Q W + 20.00' Q . . . . . . . .f . . . . . . . . . . . . . . .+ . . . . . . . . . . . O r t IF W 1. QZWQw0WQ50w. W `- d Z W m 352........: r + a; M to : 352 --- ........ -- ---AT�C--£--NTERINC - - _-.- .. ....I.......... ... ..................... z-jOwUOa�=� 0 O� 350........: ... ............... ... .................... S00'55'22W +- .. .. :350 30' 30' r - 13+10.00 12 LA_13 �q . +Q.22% . . . . . . . . . . . . . . . . . . . h0° r . . •I- k� . DEStGN_ROKL/NE PRWLE i 352:...:...: 348 .................................................... MLA - :... 10' 20' 20' 10' 10+00 11+00 12+00 10' 20' 20'1110 13+00 Lo ± 21 L6 Iri � w m `- z - AT CENTERLINE ---^EXISTIATCROUNDPROf1LE��--_�_ T te)rn J W H 31.42' 350.........: U W CURUN 1 O 'I ........: UNN Limo w� m W M a Z + ........:k1.05:................ TYP. 6 pj Di a14, W +0 51% +0.20% Q +tV of : )C4 IF LAJ d r + M co 11+00 12+00 13+00 + po 1"=50' HORIZONTAL. 1"=50' ... ... ...+ ..............�....+ ............ O r r r ..�,.. r I .. U- 352. . . . . . . . . ., .EX/SIIiYG- GROUNa P.Rof71f. . _. :. _ .:...... I ATCENTERINE _------- .. ... :352 --- ......... • FL •. .............. ... ............. O ... 350:...:...: o.. .................. ............... ... .350 I 12' 3 TYP N °� +0. 0%+0.25% +0.25% 11+97.34 I . . . . . . . . .0.75r. . . . . . +0.21% . . . .... . . . . . . . . . . . . . . . . . 11 DESJ'�V•RONUNE PR0RLE i �- -N04'36'044 - - �- 10+00 11+00 12+00 0 q 4 co "' - EAST FLOWLINE PROFILE 100 0 L 1 0 C I ao I-+. - - - I I M ♦ � L i 30' 1 30' 4pnLo 31.42' + �O .10' 20' 20' 10' RADIUS O ' 17 m a- 16 + O r 30"' 1 ' 30• Ur- UN U' 0 11 m0 Of }Z- w II m 3 n -j W i- o to C4 0) =Cco W Z L �+ r + 27418'46" ± C4 Z > to '' L_ U- Q W + 20.00' Q . . . . . . . .f . . . . . . . . . . . . . . .+ . . . . . . . . . . . O r . . . IF W 1. QZWQw0WQ50w. PHASE 2 -C} INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT-OF-WAY - - - - - SEWER STORM DRAIN -II1- - -IIJ- EXISTING EDGE OF PAVEMENT J� W I 15 0 14 i HORIZONTAL: 1"=50v VERTICAL: 1"=2' CHRISTENSEN COURT CONSTRUCT 0.20 MIN. TYPE B A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=44 PHASE 2 MEDFORD STREET 31.42' CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER U RADIUS O ON CURVE O a + O r 30"' 1 ' 30• Ur- UN U' 0 11 m0 Of 10 20' 20' 1 II m 3 1 I II • m M O M N M d M 14.40' to O 42.00' 201.08' 27418'46" 38.95' C4 20.00' 3 TYP . 20.02' + 20.00' . . . . . . . . . . .f . . . . . . . . . . . . . . .+ . . . . . . . . . . . O r . . . p 1 36 1. QZWQw0WQ50w. W `- w Z W m 352........: .: .frISANO, 0000 P.ROfZb :. :...:...:...:.. _ ------ a; M ... : 352 --- ........ -- ---AT�C--£--NTERINC - - _-.- .. ....I.......... ... ..................... z-jOwUOa�=� 0 O� 350........: ... ............... ... .................... S00'55'22W +- .. .. :350 i O - 13+10.00 . . �q . +Q.22% . . . . . . . . . . . . . . . . . . . h0° . . . . . •I- k� . DEStGN_ROKL/NE PRWLE i 352:...:...: 348 .................................................... :...:...:.............. 00 :... .. .348 10+00 11+00 12+00 10' 20' 20'1110 13+00 Lo ± 21 WEST FLOWLINE PROFILE Iri � w m `- z - AT CENTERLINE ---^EXISTIATCROUNDPROf1LE��--_�_ T te)rn J W H 31.42' 350.........: U W CURUN v O 'I ........: UNN Limo w� m W M a Z m 3 ........:k1.05:................ pj Di a14, W +0 51% +0.20% Q +tV of : O Di IF LAJ d r + M co 11+00 12+00 13+00 + po 1"=50' HORIZONTAL. 1"=50' ... ... ...+ ..............�....+ ............ O r r r ..�,.. r I O r U- Li 0) Oj U- 352. . . . . . . . . ., .EX/SIIiYG- GROUNa P.Rof71f. . _. :. _ .:...... I ATCENTERINE _------- .. ... :352 --- ......... • FL •. .............. ... ............. O ... 350:...:...: o.. .................. ............... ... .350 +0. 0%+0.25% +0.25% . . . . . . . . . . . .0.75r. . . . . . +0.21% . . . .... . . . . . . . . . . . . . . . . . . . DESJ'�V•RONUNE PR0RLE 348 .........................................................348 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE PHASE 2 MEDFORD STREET U CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER W RADIUS O DELTA O Cl + O r 30"' 1 ' 30• 1 135 10 20' 20' 1 10' 1 I II • + 14.40' C3 42.00' 201.08' 27418'46" 38.95' C4 20.00' 3 TYP 90'0408" 20.02' I 1 I 30' 130' 20.00' 10' 20' 120'1110' 89'55'52" I h I p 1 36 00 QZWQw0WQ50w. W `- w Z W m m Po a; M t ........ .. .............. W W W z-jOwUOa�=� 0 O� PHASE 2 MEDFORD STREET CURVE TABLE CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.42' 90'00'00" 20.00' C2 33.00 27.16' 47'09'23" 14.40' C3 42.00' 201.08' 27418'46" 38.95' C4 20.00' 31.44' 90'0408" 20.02' C5 20.00' 31.39' 89'55'52" 19.98' PHASE 2 MEDFORD STREET Of U CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER pa Vo wornC13 t 1 m MIN. CL --1I AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. cnm=Z�wQf=o w_F-Op��pa z M M O COMPACTED TO 95% MAX. DENSITY Q z ..1 O n TI=4.5 R=44 J i' N M + N r 31.39' w No 22 M ( 11130' 1 1 30' 2�oQmW zz6nW.aZz83R L6 ON CURVE 110' 20' 1 20' 10' + U� I 1 Ur Udo' NO ND ILE QZWQw0WQ50w. 2 m dm' W M I m pj Lu a; M t ........ .. .............. ® II z-jOwUOa�=� 0 O� 1 O~p _Zp c�cnw oowrf S00'55'22W +- .. .. 13 ( i O - 13+10.00 14+00 . Q I V' W U "y Q> H ==mow=nnD ® 1 1-t-oaH0aw<2 i 352:...:...: I :...:...:.............. 00 :... 30-1 30' 4 10' 20' 20'1110 Lo ± 21 W Iri � w m `- O - AT CENTERLINE ---^EXISTIATCROUNDPROf1LE��--_�_ T te)rn J W H LL 350.........: o W ..........:...:...........:...:...:.. + Q W = ........: N Z .............. ........:k1.05:................ W +0 51% +0.20% Q 348. : DES/GN ROkINE PRORLE : : IF LAJ 10+00 11+00 12+00 13+00 14+00 1"=50' HORIZONTAL. 1"=50' WEST FLOWLINE PROFILE VERTICAL: 1"=2' PHASE 2 MEDFORD STREET z > z 1 0 J O U • O 2z 65'-70' WIDE LOTS **=BOTTOM WIDTH MAY VARY FROM 26' TO 29' w 0 J F- 22 ► � o (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 80'-85' WIDE LOTS **=BOTTOM WIDTH MAY VARY FROM 26' TO 29' 31.39' CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER pa Vo wornC13 t 1 0.40' MIN. CL --1I AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. cnm=Z�wQf=o w_F-Op��pa z M M ir U OU co COMPACTED TO 95% MAX. DENSITY Q z ..1 m00 W6 N1 TI=4.5 R=44 J i' N M 31.44' 31.39' w CD M ON CURVE 2�oQmW zz6nW.aZz83R . ON CURVE .�+V 55 W'pp-apa wW}>02wmww 352........: U� Vco c6FOZWow Too Ur Udo' NO ND ILE QZWQw0WQ50w. ' m dm' W M 6 m pj Lu a; M zm0OW ........ .. .............. 0 M z-jOwUOa�=� 0 Nd> -+ 0.20% O~p _Zp c�cnw oowrf 348:.. .. .. O 348 O 10+00 11+00 12+00 13+00 14+00 . Q I V' W U "y Q> H ==mow=nnD . 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' --- -------EX/STIATCRW RLINZF AT CENTERLINE --^-^--T -Y ----_ ' 350:...:...: :.:...:...:.............. ...:.......... :... :...:........:350 zm0OW ........ .. .............. ..........+0.51 ................. z-jOwUOa�=� �1 L.L +o.5iq -+ 0.20% O~p _Zp c�cnw oowrf 348:.. .. .. DESIGN R6iNINE PR0T7LE ..... ..... .. 348 L 10+00 11+00 12+00 13+00 14+00 Q I V' W U "y Q> H ==mow=nnD EAST FLOWLINE PROFILE 1-t-oaH0aw<2 z > z 1 0 J O U • O 2z 65'-70' WIDE LOTS **=BOTTOM WIDTH MAY VARY FROM 26' TO 29' w 0 J F- 22 ► � o (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 80'-85' WIDE LOTS **=BOTTOM WIDTH MAY VARY FROM 26' TO 29' c� 04)_ I 3' WING (TYPICAL) 1 1 (SOUTH OF STOCKDALE RANCH DRIVE) LOCAL STREET � ��/i1�� By>TOr✓1 /v/,p.T/� nFA (TYPICAL KNUCKLE) LOCAL STREET 3' WING /,I -I- �_ f5' (TYPICAL CUL-DE-SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS U pa Vo wornC13 t 1 C3 WWW NZWW z cnm=Z�wQf=o w_F-Op��pa z M M aaz0F=z�zpo cr<z X pi>mc="¢ ♦♦^^ Q z ..1 W Q'=_J2u=) z 0 r. O J i' N M Q J Q > U T- fY CO w CD ozao<-P~'►=o Z U) N X O♦^ 2�oQmW zz6nW.aZz83R oi!S �Q LL VJ N 55 W'pp-apa wW}>02wmww ♦^ m VJ Z o¢UUwwQowwamQwUW-2o�2w>0 Q w co N c6FOZWow Too W .;Cr�fla wW LL1 N Mo-¢K:WZFo=-' 0 Z N O QZWQw0WQ50w. o LliUQ 29 zaWpa= FW6Z-=U8Z0 27 o c� 04)_ I 3' WING (TYPICAL) 1 1 (SOUTH OF STOCKDALE RANCH DRIVE) LOCAL STREET � ��/i1�� By>TOr✓1 /v/,p.T/� nFA (TYPICAL KNUCKLE) LOCAL STREET 3' WING /,I -I- �_ f5' (TYPICAL CUL-DE-SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS U pa Vo wornC13 t 1 C3 WWW NZWW z o cnm=Z�wQf=o w_F-Op��pa z M M aaz0F=z�zpo cr<z X pi>mc="¢ ♦♦^^ WLL �ooJ062 v, c6 O W W Q'=_J2u=) z 0 r. O w=0==wumicw>�LL 0f.1 xmw22LL9'LLI i' N M zF-W�, "0000- Q�SozUcnuwi'> Q > U T- fY CO w CD ozao<-P~'►=o Z U) N X O♦^ 2�oQmW zz6nW.aZz83R oi!S �Q LL VJ N 55 W'pp-apa wW}>02wmww ♦^ m VJ Z o¢UUwwQowwamQwUW-2o�2w>0 Q w co N c6FOZWow Too W .;Cr�fla wW LL1 N Mo-¢K:WZFo=-' O ZwD -pZ0 Z N O QZWQw0WQ50w. o C -6 LliUQ Z W W zaWpa= FW6Z-=U8Z0 N co 10w_zQ 0- oz_ O zm0OW oww�o" O am c"w ==z¢wwmu' �- z-jOwUOa�=� �1 L.L < J W W O O~p _Zp c�cnw oowrf w oir0�ww=wom OWwNJ�w L wQo,Lz>c mi= > w m cn - J mW LU WOWz�?o*m Q I V' W U "y Q> H ==mow=nnD 0 1-t-oaH0aw<2 ca 9 14 N a M W 3 _> 0 0 0 U CJ O o- cSy of (/)Q0 F - z � w J I- W � W� o �Q o = w W � O rL E- O � � N O w z wV (n �- U cn W O O W of O O HO w w Q. J 0 ca W W W � w O LL a o a N a M W 3 _> 0 0 0 U CJ O o- cSy of (/)Q0 F - z � w J I- W � W� o �Q o = w W � O rL E- O � � N O w z wV (n �- U cn z O W of DATE 11/20/2014 N PA JOB No. 14-2772 SHEET 0 Q E / N N / OF 21 SHEETS t I Q PHASING NOTES HATCH LEGEND 1) CONSTRUCTION PHASING IS NOT NECESSARILY THE SAME AS FINAL MAP RECORDATION PHASING. D PHASE ONE CONSTRUCTION LIMITS 2) CONSTRUCTION PHASING IS FOR THE EXTENT OF PROPOSED STREET AND IMPROVEMENT CONSTRUCTION PHASE TWO CONSTRUCTION LIMITS ® CONSTRUCT TEMPORARY DRAINAGE BASIN (PHASE 1) + + + + + PHASE THREE CONSTRUCTION LIMITS © OMITTED INSTALL CURB & GUTTER, UNDERGROUND UTILITIES, I.E. SEWER, WATER, STORM © DRAIN, ETC. AND ASPHALT PAVING WITH PHASE 1 CONSTRUCTION. ROAD DEDICATION TO THE CITY OF BAKERSFIELD TO BE RECORDED ON PHASE 1 FINAL MAP, OR BY SEPARATE INSTRUMENT. O STOCKDALE RANCH DRIVE IMPROVEMENTS TO BE DONE AT SAME TIME, OR PRIOR TO PHASE 1 CONSTRUCTION. PHASE ONE CONSTRUCTION MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ui LOCAL STREETS 6,570 L.F. 0.20' A.C./0.40' A.B. 333,635 S.F. 6" CURB AND GUTTER 16,519 L.F. 6" THICK DRIVE APPROACH 20,120 S.F. 4" THICK SIDEWALK 58,104 S.F. TYPE "M" MEDIAN CURB (ENTRANCE STREETS) 618 L.F. SURVEY MONUMENT ENCASEMENT 45 EA. METRO STREET NAME SIGNS 31 EA. STOP SIGNS 4 EA. WHEEL CHAIR RAMPS 30 EA. STREET LIGHTS (5800 LUMEN) 28 EA. CROSS GUTTERS (12' WIDE) 5 EA. TYPE "A" CATCH—BASINS 10 EA. Ld UJI U LL LOL w0 a co 2 CWmwcnW W> F- �-Fx-OFHLLZaZ a¢zoL'zRw=o w W1160 mom'~�OZ�u~icnV z W W �UOQ�C7(Y wwx��v�x�zm MW8 azu�w�� wSWxwcnc� ZOt- Q Z Z U O W O w m cn w ¢'pxzp w Lu o"�'L a< CnW Y W W�ujmZ0 zz�aazz03w 25 2002300_ww>_jpVZxcnw owQw��W►-tno cnx o0��zzw 00~¢§caZ�m z2gm:nZ> z�� 0�o=cad►– Z�pwwWOwOZQ �aza►x--w a T 8 6 x' z w Q p o UF -Z W ¢U W LL Z m a Z Z Z - V U-0w'-CO) wOZ-w = z Q W Co Ow8tTuF a i=m�QWw�� c9cnWx�zQQOp �za0=>OJOcnI- s^ > z– w WtnJ=')m waoLL cnmav�i > w m– m w O co W Z Z p¢ m W w00 W Z�'co>-co U z M ♦♦^^ O � VJ O U.1 Z Er I- w M <Q > to N X ood U) (' LL Z Y QW m N O Z (1) O Lw N M w 1�—r N Q0 ryCl 1..1.E O O `V L 9- 00 Na M W 3 > U O- cSNY a /03 z Q J U) U) w C.� U Q Q O z O U w U) z U) Q n PHASE TWO CONSTRUCTION PHASE THREE CONSTRUCTION MATERIALS LIST MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET 1,622 L.F. LOCAL STREETS 4,051 L.F. N 0.45' A.C./0.70' A.B. (STOCKDALE HIGHWAY) 43,000 S.F. 0.20' A.C./0.40' A.B. 81,596 S.F. LOCAL STREETS 3,935 L.F. 6" CURB AND GUTTER 4,253 L.F. 0.20' A.C./0.40' A.B. 127,373 S.F. 6" THICK DRIVE APPROACH 12,570 S.F. 6" CURB AND GUTTER 8,245 L.F. 4" THICK SIDEWALK 6,569 S.F. 6" THICK DRIVE APPROACH 11,910 S.F. SURVEY MONUMENT ENCASEMENT 10 EA. 4" THICK SIDEWALK 16,897 S.F. METRO STREET NAME SIGNS 1 EA. N TYPE "M" MEDIAN CURB (ENTRANCE STREET) 186 L.F. STREET LIGHTS (5800 LUMEN) 8 EA. z SURVEY MONUMENT ENCASEMENT 10 EA. TYPE "A" CATCH—BASINS 8 EA. co METRO STREET NAME SIGNS 15 EA. o w STOP SIGNS 1 EA. TRAFFIC CONTROL SIGNS 21 EA. N DATE 11/20/2014 WHEEL CHAIR RAMPS 12 EA. PA JOB No. 14-2772 STREET LIGHTS (5800 LUMEN) 10 EA. STREET LIGHTS (9500 LUMEN) 5 EA. SHEET CROSS GUTTERS (12' WIDE) 2 EA. SAWCUT 1,600 L.F. o STRIPING 2,000 L.F. TYPE "A" CATCH—BASINS 7 EA. E 20 HORIZONTAL: 1"=100' OF 21 SHEETS ui O O O O W O f— w O = W w WF- 2 W F- W NLU U- a o a 9- 00 Na M W 3 > U O- cSNY a /03 z Q J U) U) w C.� U Q Q O z O U w U) z U) Q n PHASE TWO CONSTRUCTION PHASE THREE CONSTRUCTION MATERIALS LIST MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET 1,622 L.F. LOCAL STREETS 4,051 L.F. N 0.45' A.C./0.70' A.B. (STOCKDALE HIGHWAY) 43,000 S.F. 0.20' A.C./0.40' A.B. 81,596 S.F. LOCAL STREETS 3,935 L.F. 6" CURB AND GUTTER 4,253 L.F. 0.20' A.C./0.40' A.B. 127,373 S.F. 6" THICK DRIVE APPROACH 12,570 S.F. 6" CURB AND GUTTER 8,245 L.F. 4" THICK SIDEWALK 6,569 S.F. 6" THICK DRIVE APPROACH 11,910 S.F. SURVEY MONUMENT ENCASEMENT 10 EA. 4" THICK SIDEWALK 16,897 S.F. METRO STREET NAME SIGNS 1 EA. N TYPE "M" MEDIAN CURB (ENTRANCE STREET) 186 L.F. STREET LIGHTS (5800 LUMEN) 8 EA. z SURVEY MONUMENT ENCASEMENT 10 EA. TYPE "A" CATCH—BASINS 8 EA. co METRO STREET NAME SIGNS 15 EA. o w STOP SIGNS 1 EA. TRAFFIC CONTROL SIGNS 21 EA. N DATE 11/20/2014 WHEEL CHAIR RAMPS 12 EA. PA JOB No. 14-2772 STREET LIGHTS (5800 LUMEN) 10 EA. STREET LIGHTS (9500 LUMEN) 5 EA. SHEET CROSS GUTTERS (12' WIDE) 2 EA. SAWCUT 1,600 L.F. o STRIPING 2,000 L.F. TYPE "A" CATCH—BASINS 7 EA. E 20 HORIZONTAL: 1"=100' OF 21 SHEETS I THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL SAWCUT EXISTING PAVEMENT 12" FROM / �-'TOP OF CURB ELEV.=AC GRADE + 0.83' SAWCUT EXISTING PAVEMENT 12" FROM z w PROPOSED FACE OF MEDIAN CURB AND ; 1. W LL Ll LL v DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD z INSTALL A.C. PAVING PER STRUCTURAL z / TOP OF A.C. PAVING ELEV. w W z w WASE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT PROPOSED E.P. AND INSTALL A.C. PAVING z m i z F W ¢ � o Z o j PER STRUCTURAL SECTION SHOWN ON PLAN n F SECTION SHOWN ON PLAN VIEW (TYPICAL PROPOSED TOP OF A.C. PAVING SHALL BE 0.02 w J � x z o SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. VIEW, OR AS DIRECTED BY CITY ENGINEER. w' o BOTH SIDE OF PROPOSED MEDIAN) OR AS o I- i a a z Z w ao o rn v ABOVE EXISTING E.P./SAWCUT UNE (TO PROVIDE 3 DIRECTED BY CITY ENGINEER. 3 ST = to POSITIVE DRAINAGE AWAY FROM PROPOSED ST w x ¢ z p ,u to 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE I N vai CL PROPOSED u m x w m > m m m9 TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE 8' GRADED MEDIAN -TYPICAL BOTH SIDES OF PROPOSED MEDIAN RW / z m cn ¢ (/) ma cntiF'�oZ�cnVjV � ! j 12" CL 12"-� �-- / ) BLOCK WALL / ~ o uj - V..� Z r 12" � � / w RIGHT-OF-WAY \ zww�vp¢�c7� i 15' / ` w�x�Jinx2zco p LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO � SHOULDER w � VARIES 55'-77 � W �- w ¢ z m w � 4 .,_ ' _ FL LANDSCAPE LOT 2' 12.5' 1' 2' Z ai o o o F ~ W m`� k THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME GRADE ®4:1 MAX - - - i - - - - - -T- - - - - w ►cj - DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. TO NAT. GRD. 2.5% - - - _- _ - - - - - - `- - cn `� > O _ PROPOSED SAWCUT (LINE VARIES 48'-70' 7' z , Q S o z � m SUCH AS - - - I ao ¢ (VARIES -SEE PLAN VIEW) (1 x ¢ ao a ¢ = z U m _-0 In 3.ANY CONSTRUCTION, SHALL BEP PROMPTLY REPORTED ATORTHEO REVIEWING AGENCIES FOR RESOLUTION RING NAT. GRD. P �1�\\\%�'\\%\1\ �\\\ `" o ( M 1(-- z c� z �- m a 18 TRAVEL LANE 7' 7 35 z._ x_ o w co)X _ _ ��pm O Q _ `'� �_ ¢ I i W D �j c> U cif rn SAWCUT AND REMOVE EXISTING PAVING .� �, ��\"�) \ - - - - 6 x ' z z o a a z v� m w "" LL I (SEE PLAN VIEW FOR DIMENSIONS) �(VARIES-SEE PLAN VIEW)--- - -"� w BIKE LANE �� / �_ �� z o m o w = n� �Z Y 4. DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON-SITE, 1\� ,�\�1/ LANDSCAPE MEDIAN VARIES 3 /� SEE PLAN VIEW) ,x� m 2 '� / w a v) THE PROJECT DEVELOPER/CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ( 6 6(I 1VI 2 4 / IUOJ Q„�o„ � W L vmi fur, pp ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. _ _ *VARIE-� s 15� 1 1 �- 1 \ / w u, o z w 4 p o m Q W �; m SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES AREA D TAIL _ _ FINISHED PAD \ z m mC16 Z o K AREA D TAIL I- = �- -- TO 3.5% SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SMALL COMPLY WITH n+ NOT TO SCALE n+ NOT TO SCALE i i - ` 1 / ♦ �/ a o _ g o Z to � STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. w 2 ¢ m z o n (� Z N i lSAWCUT LINE cn a a M -- ZO a. z a= uj W O ¢ W W to 5.117 HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL � ¢ xa. o w �a. P z w c o o �- (V � ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER/CONTRACTOR SHALL NOTIFY THE KERN CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER LL 1 z W � � v co � � o COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE 4;7 ''� SEE DETAIL 21 SEE DETAIL 0.70' MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GRD. W a W w o w o o w LL N AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE I COMPACTED TO 95% MAX. DENSITY � W � a � � � z o o O r- ' NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO TI=9.0 R=44 z o W p < ow z z PUBLIC RESOURCES CODE §5097.98. R/W C/L R W < 0>w 0 W W o uj o / � ¢ ow > � 2' ADDITIONAL 36' 36, 2' ADDITIONAL O' RIGHT-OF-WAY ARTERIAL Z o = N w = ¢ IM W 6. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO EASEMENT EASEMENT ( ) Z z o x > o J o ox wo PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE TYPICAL STOCKDALE HIGHWAY SECTI N ig:W o � � ¢ � z r_ ' �a'F-�[w11 W CnJgm r UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. z 8' 28' 28' ' g' 2 NOT TO SCALE W ¢ 0 11 z > m m a L z >,�W�-inoc�- mWO�zD?Z¢m 7. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED - 12' ¢ > W c� a > (- PROPOSED w w v o w z cn >- co NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING o x z x o w z OFFICIAL. co 6 MEDIAN 6 I �_ra0-P_0 It¢g 2q 2' TYINCORPORATE8. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION -.� 2' *27. 2% NOTICE: VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION 1 *2-- `- 1 VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION.7-PROPOSED STOCKDALE RANCH DRIVE STREET SECTION IS SHOWN FOR INFORMATIONAL PURPOSES ONLY ' `PLA PROPOSED (NS BY OTHERS) 7 9. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL BLOCK WALL 7 WORK TO BE DONE UNDER SEPARATE '. � •+ BLOCK WALL FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. GRADE LINE ST ST ST *SEE C.O.B. STD. DWG. COMPACT UNDER CURB, RW CL RW 10. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE ST -11 FOR SLOPE CONSTRUCT 0.20' MIN. A.C. PAVING OVER GUTTER AND SIDEWALK I GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND PARAMETERS 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. PROPOSED ' COMPACTED TO 95% MAX. DENSITY (TYP.) 6" MIN. TO 90% R10' ADDITIONAL 45' RIGHT-OF-WAY 45RIGHT-OF-WAY IDENTIFY APPROPRIATE REMEDIAL MEASURES. MAX. DENSITY. f�13' ADDITI 11=4.5 R=44 11. IF UNKNOWN WASTES OR SUSPECT MATERIALS ARE DISCOVERED DURING CONSTRUCTION BY THE 72' RIGHT-OF-WAY CONTRACTOR, WHICH HE/SHE BELIEVES MAY INVOLVE HAZARDOUS WASTE/MATERIALS, THE CONTRACTOR SHALL: TYPICAL LOCAL STREET -SECTION �+ NOT TO SCALE IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; j NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; R/W C/L R 30' 30' SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND * P� NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE/MATERIALS COORDINATOR. 12. IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE q� 2q 2' 2' TYP ***� FOUND, AND/OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND , 1 *2_._2% *2-- q MINa 1 ---r SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL `, * SEE C.O.B. STD. DWG. INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND/OR THREATENED 7 ` f 7 PST -11 FOR ARAMETERS LOPE AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL BE DETERMINED BY THE APPROPRIATE AGENCY WHICH MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: KERN COUNTY DEPARTMENT OFGRADE LINE ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR YAR SEE GRADING PLAN FOR FRONT COMPACT UNDER CURB, POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND YARD GRADE BREAK ROUGH GRADING GUTTER AND SIDEWALK DEERMINA11ON REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION CONSTRUCT 0.20' MIN. A.C. PAVING OVER (TYP.) 6" MIN. TO 90% WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE j 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00 MIN. NAT. GRD. MAX. DENSITY. IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS j COMPACTED TO 95% MAX. DENSITY CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE TI=4.5 R=44 PROPOSED PROJECT SITE. 60' RIGHT-OF-WAY 13. IF ANY PG&E PIPELINE IS RUPTURED DURING GRADING, PG&E SHALL BE NOTIFIED AT (800) 743-5000, TYPICAL LOCAL STREET SECTION AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. n+ NOT TO SCALE 14. IF TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY R AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES C EASEMENT BLOCK WALL >•_ ' !"o:�IIIIIIIIII�� GRADE 0 2: © r�ir��"'��i�� • • i iT�,`iY�.`+�`•'�'�! i SUr .i1`^�3►• I�I�ri��ti.� ��•r,�� -_ .�U• iit�Y p�Gl��r1�G` �G.. Gu: .. •_ .,�• � � '�` 1cv""'��rr% �no14%I�n�OP„v�..._m - GV. ��v ��'� i � • ��-�'c%QF.�y1lGUr.- �� '• � I_1 � �' t i'-i� �. J CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER ..- - _ .01 "T GRADE LINE 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. / 1' VARIES 1' COMPACTED TO 95% MAX. DENSITY / TI=6.0 R=44 -i11 % 6 2 --- i PER GPA/ZC NO. 09-0263 - 1 1� 3 Q s;_�, TYPICAL CROSS-SECTION 1 }'STOCKDALE RANCH DRIVE 4 4 -- \� �+ NOT TO SCALE `\ / / AREA DETAIL AREA DETAIL _ NOT TO SCALE NOT TO SCALE AREA DETAIL NOT TO SCALE R AND REQUIREMENTS TRANSITE PIPE SHALL TH 26' ui o 0 O oo Ho \ o W= { a J m Z w w w w w o L1_ a o a ER * b � ado Ell) w 3 r7 _> V p w V o- 01 1 V / z < J EN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD 26 GUIDELINES. 18' 1� ui �'• 'i ( 1 49 1 15. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED LEGEND q+ 2' TYP. 2' TYP. �* N ! z PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED 29; Q ❑1 PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. �a '" 1 *2�-= *2�MIN; 1 0 1 a- 2M STA. 11+17 BY WATERING WHEN WENDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POENTIAL ; ` `*SEE C.O.B. STD. DWG. 1 �� W INHALA11ON OF SPORES CAUSING VALLEY FEVER. ❑2 PROPOSED 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ST -11 FOR SLOPE I 1 7 7 PARAMETERS I 10+50.00 11+23.98 16.IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE ❑3 PROPOSED 6' WIDE MEANDERING TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. GRADE LINE 6.00' LT coN M 1 M N 1 6.00' LT i moi. PROJECT SITE, THE SUBDIVIDER IS RESPONSIBLE TO CONTACT THE DEPARTMENT OF ® PROPOSED 12' WIDE CONCRETE MUL1T-USE TRAIL (4" THICK CLASS "B" CONCRETE) v 1 6.00' L.48 TC=354.83 1 CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES (DOGGR). THE SUBDIVIDER CONSTRUCT 0.20' MIN. A.C. PAVING OVER COMPACT UNDER CURB, W 1 IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WALL REQUIRED BY DOGGR. (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) GUTTER AND SIDEWALK = C C - C AC=354.00 0.45 MIN. CL -11 AGGREGATE BASE OVER 1.00 MIN. NAT. GRD. 10+50.00 + 3.3$ ♦ ^ j SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.80 (B). Q5 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). COMPACTED TO 95% MAX. DENSITY (•) 6" MIN. TO 90% o0 6.00' RT 6.00' RT i rn {„J f TI=4.5 R=44 MAX. DENSITY. �- i o TC -353.48 ,�,, N -,�,, TC=354.86 °ioi O 17. NO CONSTRUCTION SHALL OCCUR AT NIGHT, THEREFORE CONSTRUCTION © PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18._! + I AC=352.6 AC=354.03 1 + SAFETY LIGHTING WILL NOT BE REQUIRED. • , cv 07 PROPOSED 4.5 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. 52 RIGHT-OF-WAY ( O 0 DWG. ST -3. TYPICAL LOCAL STREET -SECTION R4-7 ; ; _ �+ NOT TO SCALE V9 ' 1 r0NSTRUCTION NOTES M1 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. m INSTALL 2-4" SCH 40 PVC (36" DEEP MIN) CONDUITS FOR MEDIAN LANDSCAPING. (STATION SHOWN) STOCKDALE RANCH DR CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 6.00' 18.85' 180'00'00" 1 -- IVE NORTHAMPTON (BY SEPARATE PLANS)1,111 AVENUE t i it 11 �I � / 1j � � II I II I Ii� I 2 STA. 10+75 10+71.1_oo0 6.00' LT M '+ 1 ° N LT ,.352TC=352.72 TC -0.43 t r t I I. AC=35.89C � C AC=351.60 10+71.13+40.4 1 I II 6.00 LT -C-46.00' LT I I 11 I TC=352.76 M M TTC=352 - 48 Ar=1r;1 A5 I I I ii AC -/5/9'3 _ C,o --- 1 R4-7 I1 II 1 NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). IIIc! r II��1 I 50 ' 1 MEDIAN PLAN NEWBURY STREET SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) NORTHAMPTON g AVENUE Jill 30' 30' 10' 20' 20' 10' 1 II II I I II �K I II \ \ 2 STA. 10+750 1 I I I II 10+71.17 00 + 5.45 o o+ 6.00' LT to n N 1 6.00 LT I , �-3 C X50 TC=350.98 C c C C -a35 -+35.45 1 1 10+71.17 it 6.00' RT II II 6.00' RT o TC=351.64 M N TC=351.18 00 1 1 II AC=350.8t- A(=350.35 0 1 II __ 00 N R4-7 II �� II II 1 1 NOTE: PAINT NOSES YELLOW ON 30' 30' ENTRANCE MEDIANS (TYP). 110' 20! 20' 10' I 8 II MEDIAN PLAN INGSBRIDGE STREET SCALE: 1-50 SUNNINGHILL AVENUE MEDIAN PLAN NOTE: PAINT NOSES YELLOW ON i V JAJ tl I ENTRANCE MEDIANS (TYP). 1 MEDIAN �-Z-� PLAN � c� SCALE: 1 "=50' ° CORNWALL STREET0 N 0- W STOCKDALE RANCH DRIVE ® w STOCKDALE RANCH F-- N (BY SEPARATE PLANS) 4w RIVE ♦♦ ^^ 74 I (BY SEPARATE PLANS) VJ it if/ coi t i t Iu M STA. 13+25 I 3 �� 11+55.00 I� I 12+33. m I I I o 6.00' LT j ` �I 6.00' LT Co N M 16 001 .52 LT I \ C-41 I - TC --351.84-(' TC=351.27 T0=351.47- I I 1 I AC=350.98 A 3 C _ _ C AC= 50.64 III -9 11+55.00 o I j I ' 1- ----- 4 12+33.3 + 1.57 6.00' RT p IM 1, 6.00' RT 6.00' RT o TC=351.79 ori ` i 1 TC=351.40 `�' 1n o AC=350.96 I+ I i M N TC=351.60 0 11 N 1 II AC=35 AC=350.77 + I r N M i 0 NOTE: PAINT NOSES YELLOW ON I i 11 11I I N DATE 11 /20/2014 ENTRANCE MEDIANS (TYP). I I 1 J, 51 I I �i �� `i PA JOB No. 14-2772 SUNNINGHILL SHEET DRIVE �. E L �-z-� MEDIAN PLAN PADDINGTON STREET SCALE: 1"=5D' AMR[ F,'.;inF COURT SCALE: 1"=50' OF 21 SHEETS j 3 i