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Home My WebLink About1.1-7240 Ph 1 - 6 Rec DrawREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: z _4 _ ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 TRACT 7240 PHASES 1 - 6 CITY OF BAKERSFIELD, CALIFORNIA 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) BASIS OF BEARINGS: THE BEARING OF SOUTH 89 °29'48" 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 BEARINGS SHOWN UPON THIS MAP. 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 PHASING NOTE NOTE: PHASING SHOWN ON THESE PLANS CORRELATE TO FINAL MAP ° (UNLESS o z :�> END CURB RETURN Q W 0 EC— a �z BEGIN CURVE o _ 1,622 v a° 48,400 S.F. LOCAL STREETS STOCKDALE HIGHWAY 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 0 4" THICK SIDEWALK 81,570 S.F. TYPE "M" MEDIAN CURB (STOCKDALE HIGHWAY) LL L.F. TYPE "M" MEDIAN CURB (LOCAL STREETS) 804 L.F. z 65 EA. METRO STREET NAME SIGNS HUCKLEBERR EA. TRAFFIC CONTROL SIGNS 26 EA. WHEEL CHAIR RAMPS O EA. STREET LIGHTS (5800 LUMEN) ** 46 EA. U 5 EA. CROSS GUTTERS (12' WIDE) 7 EA. SAWCUT 5,995 L.F. STRIPING 2,000 L.F. TYPE "A" CATCH — BASINS 25 EA. YUCATAN I 18 ELLA JANE WAY 0 Q CHRISTENSEN COURT U) 2a PROJECT SITE TTLEBRU SF INDIVIDUAL PHASE MATERIAL LISTS 21 TYPICAL STREET SECTIONS PA JOB No CULIACAN MEDIAN PLAN SHEET ONEFLOWER O BEACH ASTER J I Q Q = a z o KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE PHASING NOTE 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. 4" 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. LIST OF ABBREVIATIONS 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 -N- RECORD UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG DRAWING Y= FRED W. PORTER, RCE 3'448 EXP. 'D ATE rZfCce -o D¢.AW,kKs Fat PNAsFs 112 g FeoorAC -E OF LOTS (A\5 SF-lolak) oil i «Y t4A P ) 1 -S, x.38- 74 OF PWASE S DPI LY . LANDSCAPE MAINTENANCE NOTE NOTE: ALL LANDSCAPING, INCLUDING THE AREA WITHIN (ENTRANCE) MEDIANS SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. SHEET INDEX 10 TITLE SHEET 20 GENERAL NOTES OPEN STREET PERMIT NOTE 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) WZ(n O -1O D Z PLAN & PROFILE AND MEDIAN /STRIPING PLAN ® STOCKDALE HIGHWAY — (STA. 45 +00 — 50 +00) m¢U -- WZZX PLAN & PROFILE AND MEDIAN /STRIPING PLAN 5o ALDRIDGE AVENUE 23 © CHATSWORTH AVENUE N m Y Z O 70 CORNWALL STREET I N � 50 W O — 3: LL. um WHITTAKER STREET CAVENDISH COURT VJ ® HAMMERSMITH DRIVE mV) Ol U_ W W J O¢� U Z ® LONGHURST DRIVE ., U_ F_ U W F- KINGSBURY COURT OO Qw W ¢ _I� OZ >- UI�o'¢m 10 NORTHAMPTON AVENUE z 11 WELLESLEY STREET U� Z CD KINGSBRIDGE STREET z - NEWBURY STREET m 05 W — � > O W= m w O W 12 SUNNINGHILL AVENUE (STA. 10 +00 — 21+00) 13 SUNNINGHILL AVENUE (STA. 21+00 — 24 +01) a PADDINGTON STREET i AMBLESIDE COURT 3: 14 GRAHAM PEAK DRIVE cl� 15 DOWNHAM AVENUE -�8# T. BROCKBANK AVENUE 16 JACOB CREEK DRIVE 17 HANNAH LYN AVENUE I 18 ELLA JANE WAY 19 CHRISTENSEN COURT MEDFORD STREET 2a PHASING - SECONDARY ACCESS PLAN INDIVIDUAL PHASE MATERIAL LISTS 21 TYPICAL STREET SECTIONS PA JOB No ENTRANCE STREETS — MEDIAN PLAN KEY MAP LEGEND O ,M, CB #12 SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT 9500 LUMEN STREET LIGHT 5800 LUMEN STREET LIGHT CATCH BASIN w /NUMBER PROPOSED STREET NAME SIGN EXISTING STREET NAME SIGN ware A 6_6f- rIFIcATE OF OGGUPA JCV Wilt_ MOT 6J: I Ssc.Er� UA1TiL - PIZIy6_ W0,&D Al2E- z 0 > >o wI W� Of o �o wz �z z O U J � J �O ¢V) �w Of J ww Of mCL F- cn Li M PROPOSED DERREL'S MINI STORAGE Q:' N W W LL- O W W O p 0� m Z Z 41 WZ(n O -1O D Z 39 J¢Z(nZ¢OW ¢ = W m 0 g of V)� V 36 37 N.� W O < W LLJ _1 56 m¢U -- WZZX z W � w¢¢D o 0ZmFF 27 - Lj I~� ¢ww�wL z�¢UU¢WO:2O � 23 U F- W N m Y Z O 48 O Z m I N � 50 W O — 3: LL. um PHASE zl-- w_<w-wwwmo VJ 2wwwmzw0~ F-- -0E-O mV) Ol U_ W W J O¢� U Z n (J / wF-¢Up0UUJ w mZ >zD°- ., U_ F_ U W F- LLJ OO Qw W ¢ _I� OZ >- UI�o'¢m LJ ¢¢vQ¢OF - °zci) z zo�to0� PHASE 1 U� Z CD mow�wF- ° az¢>�O�V)o z - LLJ m 05 W — � > O W= m w O W 22 23 24 F- GOOF -OOU0:� PROPOSED DERREL'S MINI STORAGE I WATER AGENCY 0-0 W LL LL LL paUO wOco LU m J Uj z�cw wI�� cwwwwwww¢!o '' J F- O Fs- I- LL ZO a Z a Q z 0 t' z E w � OZ co L' V O_ 5 0 ww =3._jwm�zm w=oQ cnw�LL w =wcnvQ ZF- UFO2OLLEF <XwF- cnpFOp - �Q ' =O W UcnwcD Q O a F Q� �- F-= z 0 Z U a Z p F w ' W O O - 0 Q m U cuiw�wwZUjmz0 zz_OraaOZO�cr C7(D3:_j �O-'Oa W V5 z w }> 0 z 2: X pwQwU�wFCn0 QF- =pZw�OOm W LL - Z - opcn F- _j 0 0�¢ Q w° z o a Z F p °w cp w Q� 0 0 Q Cf) LL cr 2 U- U cr w F Q w F Z p Cl- C6 0wwwLLMOz¢' O a Z a Lu> 0 u) a U= Lu U w F- z O Q 0 0w LLF-Z W §E QZCn(nU 0 -0LLJ �wZwLL IL ¢Ui 0 n wwF0Z Z Q 2 o w O o a 0 F UJ =�F -Qww J 2E � zp U d)w �Lu Lu Z F = > ° W � >_j w¢ W Oa' LL z °�F-0W wnJ2� 2 wQpLLz�!w 8)_ wW �_ ZO)0 CO CO O U z? p¢ m Q K Uwi w Z SS a> F _IDI=0 wZZ) F- F- paF -Upma2 TENTATIVE TRACT 5963 TENTATIVE I — I TRACT 6144 L— 43 42 41 40 39 38 36 37 N.� " 56 F 30 ' 2I9 28 27 26 25 24 23 22 21 1 20 tr 48 49 I N � 50 PHASE Y I _ozl 3 w w = 1 VIII J m PHASE 1 W W 31 2 20 21 22 23 24 25 26 27 28a: a o a i 3: __ J cl� - -- -- -�8# T. I I N I WATER AGENCY 0-0 W LL LL LL paUO wOco LU m J Uj z�cw wI�� cwwwwwww¢!o '' J F- O Fs- I- LL ZO a Z a Q z 0 t' z E w � OZ co L' V O_ 5 0 ww =3._jwm�zm w=oQ cnw�LL w =wcnvQ ZF- UFO2OLLEF <XwF- cnpFOp - �Q ' =O W UcnwcD Q O a F Q� �- F-= z 0 Z U a Z p F w ' W O O - 0 Q m U cuiw�wwZUjmz0 zz_OraaOZO�cr C7(D3:_j �O-'Oa W V5 z w }> 0 z 2: X pwQwU�wFCn0 QF- =pZw�OOm W LL - Z - opcn F- _j 0 0�¢ Q w° z o a Z F p °w cp w Q� 0 0 Q Cf) LL cr 2 U- U cr w F Q w F Z p Cl- C6 0wwwLLMOz¢' O a Z a Lu> 0 u) a U= Lu U w F- z O Q 0 0w LLF-Z W §E QZCn(nU 0 -0LLJ �wZwLL IL ¢Ui 0 n wwF0Z Z Q 2 o w O o a 0 F UJ =�F -Qww J 2E � zp U d)w �Lu Lu Z F = > ° W � >_j w¢ W Oa' LL z °�F-0W wnJ2� 2 wQpLLz�!w 8)_ wW �_ ZO)0 CO CO O U z? p¢ m Q K Uwi w Z SS a> F _IDI=0 wZZ) F- F- paF -Upma2 TENTATIVE TRACT 5963 TENTATIVE I — I TRACT 6144 L— 21 43 42 41 40 39 38 36 37 N.� 7 58 57 56 55 54 53 52 51 I I I 19 I 20 44 I 45 46 1 47 48 49 I N � 50 21 43 42 41 40 39 38 36 37 N.� 33 34 35 36 37 _mac% I 0 0 z D I- _ cn Q D 0 w O o -N- KEY MAP SCALE: 1' =200' U _ z O ch M O U) co O W z F— M w Q > U (0 to v X Z c Q m N ,,x W (1) M W Z N O i Q% z c N W Z w I'►/ O O LL O O^ N L i Z�I� I _mac% I 0 0 z D I- _ cn Q D 0 w O o _ozl cl� w w = 1 VIII J m / W W w Lu L) III Lu LL a o a I I \ 3 '`> >U LLj w ��" �,� o o d\r �'S /03d Ic S II U) I I z 1 X111 Q 00 00 II - <� z U) w < - ---III W -- - O - --III III N III III U W cN - °1 - w CD _QZ1 I 0 Q 1- N CITY RECORDS No. OF 21 ui w U) W J 11/20/20 14 -2 Z�I� L _mac% I z D I- _ cn - _ozl VIII N _ III � a III II __ cl� -- ( I I N 0 z O I w — — —� DATE -c, PA JOB No I SHEET 0 Q 1- N CITY RECORDS No. OF 21 ui w U) W J 11/20/20 14 -2 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. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL 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 SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 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 AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE 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 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 CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE 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 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 PAVING 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(B), "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. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. Z ST -1 CURB AND GUTTER (TYPE "A", "B" AND C) Z ST -17 ❑ ST -2 COMMERCIAL DRIVEWAY Z ST -18 Z ST -3 SIDEWALK ❑ ST -19 Z ST -4 RESIDENCE DRIVEWAY ❑ ST -20 ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 ❑ ST -6 PAVEMENT PATCHES Z ST -22 ❑ ST -7 CROSS- GUTTERS ❑ D -10 ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ D -11 Z ST -9 STREET SPECIFICATIONS Z D -14 Z ST -10 STREET SECTIONS ❑ D -15 ❑ ST -1 CIA STREET SECTIONS Z D -16 Z ST -11 STREET CROSS SECTIONS ❑ SW -4 ❑ ST -12 ALLEY CROSS SECTION ❑ SW -5 Z ST -13 SURVEY MONUMENT Z T -1 Z ST -14 "STREET LIGHT, MAST ARM TYPE Z T -5 Z ST -15 CUL -DE -SACS ❑ T -12 Z ST -16 STREET KNUCKLE ❑ T -24 "FIBERGLASS STREET LIGHTS NOT ALLOWED Z T -34 DESCRIPTION U p a U 00 w D n w O w� m p J z U, W z- W cwn m w w w Q� p a -JH OF_ wz0z wiaz�zwW�o o �Z ° >mcf'Q Z� W Q!OOQpC.`JD: LL W T O w= W. U Q 0� I- N W 2 of LL 0_ H WIDE CROSS- GUTTER C2P MODEM 1NTERCONNECT/1ERY1NAL BLOCK T3-1 Z Q O Z° o 0 MEDIAN CURBS (TYPE » M ", >, M -1 AND M -2» ) o cy- M Q O Q_- 0 STANDARD TRAFFIC SIGNAL INTERCONNECT- DATE 09,99 DRAWN R. Starbuck HANDICAP RAMPS SCALE None 521wil�°wZV;mz0 zz ao_ z0�� FUNCTION WIRE COLOR TB -1 C��Ov�O-oa PRIVATE STREET GATES o o W Z W° EE W P U) o A AUDIO IN viF=°c��p�w REFUSE CONTAINER PAD B o o §?§ x o Z o co BLACK TBl -4 BLACK p y z p *Lu) J O z> TRENCH BACKFILL AND COMPACTION REQUIREMENTS a z o cl ap° ow_ E AUDIO OUT Za w Z W ' D'OQ Oui SIDEWALK UNDERDRAIN Q Oz >cc:uz) d a Q W °z�zOwaOlOi T -1 DRAINAGE BASIN z z z W w o w - Wa�(Wna�V Uz�O CATCH - BASIN, TYPE "A" o r zo LL w z�0w0Oa -�- � W W o _ Q ° CATCH - BASIN, TYPE "A -1" Z W> Q o 0 > °�O(nr GUTTER DEPRESSIONS aQ0= o w o .>= w zo m UJ <0LLuj �i)m¢c=n MANHOLE, TYPE "A" WITH DROP CONNECTION o m Z J Z Z Q m .uU-> >F FRAMES & COVER FOR MANHOLES & CLEANOUTS F- H0CLHU°O!Q:E 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 N CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN Z RSP A88A DESCRIPTION CURB RAMP DETAILS (/ NOTE THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR \l SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. I � I i m I I I I I I I 12 °(300mn EXTENSOOP VA Z � ` 0 11.1ri eo 0 yE 8� 'F �H TB -1 TB -2 TB -3 (Comm In) TB -4 (Comm In) 7B -5 (Comm Out) T -6 (Comm Out) INTERSECTION LOCATION A ?5mm) 2A(50mm) CONDUIT 2L(50mm) CONDUIT 3 °(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS NO.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EXTENSION SIMILAR) 9p, MUL P -DUCT v f I G I TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ti ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED OF.'1'� FOG s9 I AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION �r �`� s% q{ OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR q Fo, STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE SFF s ly ooA ECR I MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY A�9 tio�cs,� I TRAFFIC COMMUNICATION MASTER PLAN. tiJ J 00 n I MUL R -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO 6. 5' ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES A T 400(120m) MAXIMUM INTERVAL. PULL BOXES f SHALL BE NO 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE ___________________________�� EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 WHEELCHAIR RAMP DETAIL DEGREES A PULL ROPE CONFORMING TO SECTION 5' -0" 86 -205C INSTALLATION" OF THE STANDARD SPECIFICA77ON SCALE: 1 SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. APPROVED INTERCONNECT DETAIL NIS TB -1 TB -2 TB -3 (Comm In) T5-4 (Comm In) T -5 (Comm Out) 0-6 (Comm Out) INTERSECTION LOCATION B LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4'(100mm) MUL77DUCT OR MULTI- CONDUIT SYSTEM (NOT REQUIRED FOR NO 5 PULLBOX) 3(75mm) MIN. rnNnIIITS .SNAII RF I� P� SECTION B -B C2P MODEM 1NTERCONNECT/1ERY1NAL BLOCK T3-1 (,At- 't L) IN rutt VUAt,) CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. INPUT PANEL 14 STANDARD TRAFFIC SIGNAL INTERCONNECT- DATE 09,99 DRAWN R. Starbuck W9RE COLOR ASSIGNMENTS SCALE None PIN FUNCTION WIRE COLOR TB -1 WIRE COLOR o MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHIT 781 -3 WHITE B AUDIO IN BLACK TBl -4 BLACK C AUDIO OUT RED TBl -5 BLACK E AUDIO OUT GREEN 7B1 -6 GREEN Q TB -1 T -1 TB -1 TB -2 TB -3 (Comm In) TB -4 (Comm In) 7B -5 (Comm Out) T -6 (Comm Out) INTERSECTION LOCATION A ?5mm) 2A(50mm) CONDUIT 2L(50mm) CONDUIT 3 °(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS NO.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EXTENSION SIMILAR) 9p, MUL P -DUCT v f I G I TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ti ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED OF.'1'� FOG s9 I AS PART OF THE STANDARD STREET IMPROVEMENT OMISSION �r �`� s% q{ OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR q Fo, STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE SFF s ly ooA ECR I MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY A�9 tio�cs,� I TRAFFIC COMMUNICATION MASTER PLAN. tiJ J 00 n I MUL R -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO 6. 5' ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES A T 400(120m) MAXIMUM INTERVAL. PULL BOXES f SHALL BE NO 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE ___________________________�� EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 WHEELCHAIR RAMP DETAIL DEGREES A PULL ROPE CONFORMING TO SECTION 5' -0" 86 -205C INSTALLATION" OF THE STANDARD SPECIFICA77ON SCALE: 1 SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. APPROVED INTERCONNECT DETAIL NIS TB -1 TB -2 TB -3 (Comm In) T5-4 (Comm In) T -5 (Comm Out) 0-6 (Comm Out) INTERSECTION LOCATION B LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4'(100mm) MUL77DUCT OR MULTI- CONDUIT SYSTEM (NOT REQUIRED FOR NO 5 PULLBOX) 3(75mm) MIN. rnNnIIITS .SNAII RF I� P� SECTION B -B CONDUIT IS ALLOWED TO BE PLACED (,At- 't L) IN rutt VUAt,) CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T- 34.DWG STANDARD TRAFFIC SIGNAL INTERCONNECT- DATE 09,99 DRAWN R. Starbuck CHECKED Bruce Deeter SCALE None WIRING AND PULL BOXES T- 34 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT o w w ? c� = w . • A W W 7 � R=4 MIN. IF - U (1.2m) VA, TES i R =4 (1.2m) MIN. o 0- o Q CITY ENGINEER SWEEP TO PULLBOX NOTE• TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T- 34.DWG STANDARD TRAFFIC SIGNAL INTERCONNECT- DATE 09,99 DRAWN R. Starbuck CHECKED Bruce Deeter SCALE None WIRING AND PULL BOXES T- 34 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT U Z o M rn L0 cv (.0 U) o Lu Z r O N w r? U 70 Cfl U) a) X ILL U) U] Z Y ca W OZ5W a, cy) Z a) o 0 cn N wZ ch W N r r1/ O !� 0 O `V r L w ti aa J w > U Ld v o� 0 S/032i (n Cfl Z Q � I- W W (/) �a W T O ' �o W ~ wV �Q a O N 0 U Cn W 0 Z J Q W Z W 0 :n N � z N 0 0 � w N DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET 2 N 0 a N N OF 21 SHEETS o ° O 0 W 0 o w w ? c� = w r m W W � g w U O jW LL o 0- o Q a ti aa J w > U Ld v o� 0 S/032i (n Cfl Z Q � I- W W (/) �a W T O ' �o W ~ wV �Q a O N 0 U Cn W 0 Z J Q W Z W 0 :n N � z N 0 0 � w N DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET 2 N 0 a N N OF 21 SHEETS CONSTRUCTION NOTES 71 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 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. M5 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. ❑7 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 SEE PLAN VIEW FOR STRUCTURAL SECTION 31+96.77 `LPG EC 600 RAD_ - -•f•I- - 5 � NOTE: CONTRACTOR SHALL SLOPE PROPOSED-/ E.P. ® 2.5% AWAY FROM NEW SAW BUT LINE. PROPOSED EDGE OF PAVEMENT LEXISTING EDGE OF PAVEMENT PER APPROVED "CITY OF BAKERSFIELD, WESTSIDE PARKWAY - PHASE 6C PLANS DATED 4/28/14." I R -600' I SECTION LINE I I 1 EXISTING CURB AND GUTTER PER APPROVED " WESTSIDE PARKWAY - PHASE 6C PLANS D 33 +78.89 FL FLOWLINE STATION CL CENTER LINE -(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. c-o� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT DO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT I LL, Z Z C7 PHASE 3 SEE PLAN VIEW FOR r. .. 11- i a^-- STOCKDALE HIGHWAY * *= 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). LJJ cn onOn=n Cill`C nC DA\ /r'kAr'NIT ** ---------- - - - - -- 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 49.55' RT 38 +72.05 50.75' RT TANGENT 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 1 59.00' RT 0I 01 oS----- - - - - -- W�(n Ld CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER 0.70'MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =9.0 R =44 47'12' 47.12' �U i� N N o a SEE TAPER "A" TABLE � Lo: 0- ON CURVE x ON CURVE a s � W Lq re W I� W � Ojm U;°O UI� U Lo U Q;= N Mr Z tZ � m,M W1 m W(� 4� J d IN m W t tCi tlj J Lo In !Q- tf) O tt) ( ,•7 M lf) M co m M = M U> M M r7 Z ,- r7 r l� 0) , O M (6 r l� U � J FU- Q 0 -� -� Q Q Q i cp + r) L� Q o J Li L�.. m �] { + i, .F N i U M . . . . . . . . . . . 4' , . . . . . . . . . . . . . . . . . . . . . . . . . .� 0w. . . . . . . .N .� Z .�., �IZ.Q O CO i o6N Z + °�° •f- ,V�77NG TOP OF-PAtfYi -NT : ° �X � co 356:...:...:. +� :...: :...:...:...:...: '� OI P OF/CE AT CENTERL /NE ° °�'G ��P° . . . . . . . . . . . .1 `'� _ _. . ,+n �`' S6 �Q . . .�j njI . N gyp. �j P �� j- _ - - - - U) + 1 a -0.20 +0.20% 354.... ................ ............... .............................................. . . . . . . . . . ............. ............................... 54 3 +0.20% +0.20% -0.20% _ �k DES /GN FLOWUNE PROfILE -- - -- - -: - - -0.20% : +0.20% �/ 409• .Y /ST/NG.NA7URAL. GROUND DES /GNFLOWL /NEPROF/LE PROFILE AT FLOWL/NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 31+96.77 EC 600' RAID. (SEE NOTE "A ") 280' TRANSITION ROPOSED E.P. 34 7EC 7' RAD. 7.00' RT -7.00' LT 35 C4 R4 -7 n►A� 40 \ 41 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. L,J z J z 0 U w 0 i 36 I 37- N ih .N ' -r- - C' -SEE DETAIL 21 FOR A.C. AND TOP OF CURB GRADES (TYP) <<A� 41 +54.71 41 +68.71 PROPOSED EDGE OF PAVEMENT" I EC 60' RAD. RP 1' RAD. --------- - - - - -- z ------ - - - - -- �i - - - - -- -5.00' LT- 6.00' LT 0 1 +18.0 25_1 38 39 40 41 J` 42' i 43 +19.71 BGN BAY TAPER -5_00' RT - - %1+18.05 RP 2' RAD. 41 +70.71 42 +76.2 N 5.00' RT RP 1' RAD. _ N BGN TRA T lM 6.00' RT COj 7.00' RT la(CA) r 38 i >z� fLzc, lz co <c�a CCa (Q -(CA) -I� l 42 I 43 1 44 ( 45 46 I 47 SEE SHEET 4 FOR STRIPING- SIGNAGE LEGENDS AND NOTES MEDIAN AND STRIPING PLAN + I 36' 36' 48 49 8' 2r 1 r 2r s' 1 2 CORNWALL STREET SEE SHEET 7 STOCKDALE HIGHWAY 43 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 00 i i 3 4 5 -N- HORIZONTAL: 1"=50' U of i 44 +09.71 O 7 �- z o BAY TAPER SEE TAPER "B" TABLE co 4 - /END 7.00' LT - - - " -O T I ' 44 39 W �� I > U Q o W cn (iJ a0ml < F ==Z LL CO oZo�g�zOQm° O wz w O Q U Nf otS r- Q LL z V/ wZ�ow~OwOxw �/� VJ W W � >OUZ2(n� O W Z W 0� W~ w 0 CI m N ,F =°oZWOOOm \ \�xx W -,✓ cfl oo5¢E -°z-, ,\ W Z a)O 9} L � I (n N 0a g2- zxww'lfOZa 0> Z W LJ.I M r 0 a z a o c O = U O O Icw 00 i i 3 4 5 -N- HORIZONTAL: 1"=50' U CURVE W DaUO W Ocn U Cp J ��az Wa�Q Q 7 �- z o cZwn m w w o ��zo's 0, co z aQZVt,zEWo0 irw=FZo >m- ., o Lo U) � o 0.65' UU Z 7 zOww��gz (D W J 5i Z m wd' =�J(n 2wi- Qzcnw�w 0 � �- !•� N oFcW2ww Lu 5 cy) Z w F z p O O p U > U Q o W cn (iJ a0ml < F ==Z LL CO oZo�g�zOQm° O wz w O Q U Nf otS r- Q LL zzoa�oz0_�� V/ wZ�ow~OwOxw �/� VJ W W � >OUZ2(n� O W Z W 0� W~ w 0 CI m N ,F =°oZWOOOm \ \�xx W -,✓ cfl oo5¢E -°z-, ,\ W Z a)O w W O L � <0 02TO=< -000 ¢wHQ"'F--Cn°z (n N 0a g2- zxww'lfOZa 0> Z W LJ.I M r 0 a z a o c O = U O O N o L = U W~ Q W z p w o 0 LLF-zLu z-v-U O cn W D= z Q U Z o�L) z� O w 8 0 E� m, JQ cn =�� j >��F- 0 0 2: Z Q Q O p 6 Z p W W I� �EZf'-250 J0U) Q o w d w¢ z Lu <�Owwc=n��z wa�LLZ�u7mF- o> }cwi��FD 0,� w co wwoo W z<w) -U7 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 2.00' 1.27' 3614'58" 0.65' C2 60.00' 37.96' 36'14'58" 19.64' C3 1.00' 3.14' 180'00'00" -- C4 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 IJ -�dLlni /1i. V Q w _> C o o��SI038 � SAP C%) (fl Z , (j) Lij z U) J � W Q C� W = _ W Q � J Q n N 0 � ~ O W ~ U) wv �Q 0 N 3 0 :J (n N U) z 0 N w V, DATE 11 /20/2014 N PA JOB No. 14 -2772 SHEET E 0 Q E i N 3 N OF 21 SHEETS 0 O 0 °O ui Q ° a- LLI w w Z Z w � L = J w � LL r m w W !Y LL a o a V Q w _> C o o��SI038 � SAP C%) (fl Z , (j) Lij z U) J � W Q C� W = _ W Q � J Q n N 0 � ~ O W ~ U) wv �Q 0 N 3 0 :J (n N U) z 0 N w V, DATE 11 /20/2014 N PA JOB No. 14 -2772 SHEET E 0 Q E i N 3 N OF 21 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 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 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. M 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. 1. AF ----------------- 1- - - - - -- W Z J 4- H Q O O O O 358:...:.. 356 :.._ _ - . FL FLOWLINE STATION CL CENTER LINE -.(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 OO SEWER MANHOLE © SEWER CLEANOUT DO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT p L----- - - - - -- NOTE: CONTRACTOR SHALL SLOPE PROPOSED E.P. ® 2.5% AWAY FROM NEW SAWCUT LINE. ------------- - - - - -= �- ------ - - - - -- 1 HHZ5t V STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) STOCKDALE HIGHWAY CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER 0.7p MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY SEE TAPER "C" TABLE TI =9.0 R =44 (49.72') 46 +06.41 56.00' RT 46 +16.41 56.22' RT ON CURVE Wn 46 +36.41 W= 46 +46.41 cy� WIG) TANGENT 46 +86.41 Q 46 +96.41 mI� Wig r� 69.13' RT ~ 69.78' RT M < SHOWN. r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS N , � m INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS m ; � �1� N +I . . . . . . . . . .0. . . . . . . . . . . z. .� m w C. sEe- X1 ors - "(3" OEu>vc/ -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=2' . ................................ �..:...:� .358 : .EX /SLING TOP OF PA 6MENT I. . . . PROF /LE AT CENIFRL /NE. . . . . . . .\ . a ob, .. ... ............................... .. .... ..........356 I ... +0.20% _0.20% +0.20% 1 354. +0..20% �DE51 GN FL0#tINE PROF/LE . 76� :354 45 +00 46 +00 47 +00 48 +00 49 +00 50 +00 51+00 SOUTH FLOWLINE PROFILE SEE DETAIL J FOR A.C. AND TOP OF CURB GRADES (TYP) 46 +06.41 crr -rnoco "n" reoi c 47 +26.41 MEDIAN AND STRIPING PLAN 9 L- - - - - -- STOCKDALE HIGHWAY I± 1 � i i 1 I I 1 NY W FUYU E �I l l I\;I li STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) 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 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 I RADIUS I LENGTH DELTA TANGENT Cl 1 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 1 9.00' RT TANGENT 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 1 3.00' LT -N- HORIZONTAL: 1"=50' 1 2 3 4. 5. 6. 7, 8. 9. 10. 11. 0 ROADSIDE _SIGN & PAVEMENT DELINEATION NOTES 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. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 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. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 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. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD, UNLESS NOTED OTHERWISE ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 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. INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION SIGN CODES U LL W LL 0 0 worn Lu O w~ m p J U Z w° W Q cwnmww,L w¢'w OF w °o =FZ0 W> Q �aw�� O w a LL a m ga�wt- `� Q� °owO�� za'Q~~- ~= ° o z r� - �OZmiw U cnw-pww-VjmzQ o i w rf ww>- >OUZmwx ° W ZQ W w H Cn O m °p Z 0 0 w ww�z- otf °rn�°J° 0 0 0 w° z o Q ° o p w Q� o o Z a° w W wui w O Z Q O w a Z° a= U o °' O U= U W H Z w Q° w �1- Zm�QZU) co 0 Z W W o W- a- W�=E -UUZ�� ZQ 'D L U u m::) Z Q Q O p zpmvcnwm �w QQO�>> _jow� Q z- o O w w _j p m co W Q °wz > -wn P <C:: w m moo W z z zO Q afw m W wo0wz <w>-w 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 PAVEMENT DELINEATION LEGEND OM2 -2V O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, SNS AND A20D. NUMBER IN ❑ INDICATES DETAIL NO. ON STANDARD PLAN. 5 INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. R1 -1 FR-] REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN - RIGHT TURN ONLY CONFLICT WITH NEW CONSTRUCTION (TYPICAL). - DIVIDED ROAD NY PAINT MEDIAN NOSES YELLOW R6 -1(R) ❑D INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) - NO PARKING BIKE LANE Z INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. �- INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN. F J 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. V) N s 0 U z rn L0 o w Z L i- W N M > v Q0 Cfl N X U) ILL � V ! 0 W _Z m C',J LU (C) W 06 (L) M W Z N o cif WZ co W = '--� N (o O CD a 0 `V L w Q 0 ° 0 o o W 0 W w = CD � � m Luw3: � � W LLI L LL W Ly a o a w > U d°� w v o o d� O C%) (fl Z 0. J � LLI W (/) 2 W = 0 0� O a. N W ~ wU �Q Q> 2 C� 2 W J Q D �e U O N co Z N 0 i U) � W i cc: DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET i N 4 C"i / OF 21 SHEETS CONSTRUCTION NOTES F1 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 959 MAX. DENSITY, TO A DEPTH OF 1') 51 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 _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 OO SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 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 20.00' 31.42' 90'00'00" 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" 53.71' C10 35.00' 38.46' 62'57'52" 21.43' Q � LIJ UI IIU o � I wW U Nz �m �- w �L ° � c5 W cO V) cD m a o `D 'n � N N U �! ±+ J o N /0 w ao Ji° +° +co 00 +1 r U O + 0 W + po Ui� o+ O I J in 32 (n cD p N N l 42 �j N 43 J ui N 44 N 45 N 46 N 47 N 48 N 49 + M 36' 36' � 1 N 2 � 3 N 4 � 5 N 6 7 41 4 ai 4 In - �I� (6 00 8 rn I Z Ln N 00 Lo co 1 8' 22' 12' 22' 8' 0) N rn + 9 r + O + + + + + + - 3 i �' + + + + + p O r I N c 00 O + 10 M U N 2'-j o I` JV) o 0 0 o m N o o I o 0 o p o o o N 3 N + � ©TYP. 7' - r J �7' 27' J J 27' 27' J J 27' 27' J J 27' 27' J J 27' 27' J J 27' 27' J J o N + 11 .0 - r TYP. 3 2 © 27' 27' J o N TYP. �y o / - _ _ 0 2 50318 -- -- -- - -- -- - - b - - ® ® - - b -- - - - o - - -- - - 2 v 2T 27' r- U �� -JO \ - _ ° O 12' ° O `� 10 +00.80 - C oN N 5 16 5 17 ``' N __ _ _ "' N 20 +45.14 0 0 111 1�2 1 13 N89'29'48 "W 14 1 D �92 - 1 i N89'29'48 "W 19 1 20 - - - - - -- -- - - - - -- --------------- - - - - -- - - - - - -- - ---- - - - - -- - - - -- - -- - - - ----- - - - - -- - a ____ 21 o- - - o o N - - 15 6 M o 17 +84.78 I 4 0 0 20 +03.65 ®S _ _ _ _ _ N84'44'3 2�2 - ® O i 26' 27' I - - - - 27' 27' - - - ©TYP. 27' 27' - - 2 - - 27' - - - 27' 27' - - - - - 27' - 27' I - 27' 27' - - - - - 30' - - 30' i r r r r r r 3 TYP r 3 I 27' 39 I o o I a o p o 0 0 0 0 o I o o 00 27' 6 TYP 27' J 00 J I 00 J 00 J 00 J 00 J 00 J c J 0 J 00 J 00 J 30' 3D' J 00 J co -� J O 1 I v r U r, v r U r` v r U r v r` U r U v U o U U U N 1 I of I of ai ai U m 10' 20' 20' 10' of o U °' v o 0 Cn co N o1 u") N 00 t!') 00 00 ct m J CL D + + + + + + + +Z + + + + a, J �, 30 29 28 27 N 26 T 25 24 23 W 22 �° 21 `° 20 11 19 18 17 0 16 0 iri © m W N 15 CN f _ o a`o t i N W � 14 N w N X w �� 13m CL oo � Y W w o CL DW In Lli c+ D co 0) 38 1 °° 30 30 + -i L0 NI N CN Nl10 20' 20' 1 +N N W W C14 L , -i H 00 L� LLI Ld Ld Ld - Q w 2 U) 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. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 ci U oaWO mo� o w uWimw�FwQ= :oz 's Cri 'o w=¢ Z t z w W 0 0 W!wz° >m�Q w - Q z co w LL wm0w IwCnUQ orwi'-zp - oI Q a ¢ 4 O= z oZ��0EZp�o Quo W�o�am� (n W Y W U Z ?zo�ovoo °tea Wwr >0Uwz U)0_ owQww�w�cno Qm=oZCn�p2w w Ix pcn�: 0 0 0 W o z O Q prZp�cnw�Z0 0 > z~ o w p w Q H Q W H Q w w 0 U a w O w Z a F w o ¢ =0WFZ0¢o� UF-Z QU � U) W � W Z -fa 01 W ZZU U- p W F- W W O W V' LL p J � a U U W z g Wo n= O Q W U 'o' Z O w w U 0 Q = o p cn =�m- QU > �o' C7U)wm�ZQQOp ~ = Zp _UC_nw _ �F �zjQ O 3 . Q 0 O U) Lu o Wz = w W QQZNm Q C- m = mWOWZ�Z�Q co Q= J�WU�w >i- W W U0 W ZQU) > - cn II U' ml U I al 12 ++ Z vomO° O N N l Q � o In' o U N M + O CL N N -N- J I W I O VERTICAL: 1"=2' } 3 f Ww O r _30, L.L w i O 23 t ' Z q J r DC )3 +22.86 -,Nn 0 • 0 w w w w LL af a 3 0- po v 00 'r 31.42' 31.42' U ON CURVET ON CURVET ° U r- IIU m or) w.N � O w 0) W r�N "-� w d IIU m 110 0) II0 'm0 � 11 d of co W o � N U i 't U 0� U m U m � c0 W d nj -� m W m W F- N CDm C.7 �W O �m C.00L � Z S Lo ° m tf) t!) 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L0 CD + 'm l 354:...:.... :354 - = -__ ---------------- - - -- - -_ - -.- +0.27 +0.27 %. ±0:20% +o.zo %.. ..........:.. :...: . -0.52% +0.44% VbF510 fZ0W1/N£ PROFILE 352 :...:. ..:............................ ..............:...: :...:...:...:...:...:...: :.. ...: ............... :.............................. ...................................................... ... ................. 352 -0.28 -0.59 +0:20% DESIGN FLO{KINE PROFILE k � - 0.26 7 ........................................................... ............................... + 0. 26%......................................................................................................... ............................... 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 V 50' VERTICAL CURVE 54.92' 31.42' 31.42' U ON CURVE nts ON CURVE ON CURVE ° o 00 W C U r- n .r r co � Lo U ;n w r` of W. z w m x Z IIU m 11 01 r2 II m U l an II m m W fig' d CV N �d > U +- U U W n Unm CD �WI� m0 U WItD co m N m_ O W m CN W N m N f- N W N CD n cV m W rri �� V)n Mrs �ir� co I� ��r� ��O �� u 4m� 356 M N to to Ln N I t� n n p r) O i r7 cp r7 5O ro rj po 356 . . . . . . . . `nc, . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . 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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') 57 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 _c> 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. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.45' 90'05'31" 20.03' C2 20.00' 31.38' 89'54'29" 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' 147.02' 17'32'59" 1 74.09' INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 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Tr : -_ �_ _- a:�= ............. . .... 1 . -X . ...: .............. _ ...:............... `r'�... _ ..: ......... .. ... 354 _ EX /STING GROUND PROF /LE �4 T CENTERLINE - - - - - - - - -- - . . . . ^ ^^ _� 76 tr : +0.28% +0.25% : . 352 ................. % .... ....... +0.28% 352 _0:20% -0.20% +0.00% +0.32% . DESI FLOWL PR DESIGN FLOWUNE PROFILE I GN lNE OF%LE 351:79 351.67. �. +0,50 %. . 351..32. . _0201 +p.51j% - 0.5130 / _ -0.62q +0.26% J 350:... :... :...: . -0.26% .350 ........ CRSS -GU ......................... ................................................................................. ............................... . 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 0 W LL w w paUO wOU) C.0 J ZO�nW W O W cwnmwcnwwa�p ° F u- Z Z o ui z'- ZwW �o 0'U)x W Z °>mcQ w0�[ =0Z J 0 U O = G w�x� Jin =2Zm ffi co ¢ w2O== W CnUQx Z°t -O°� Qa00PL <=wz 0ZaH_¢�HF -F=-� zzwa�zzo�It c?� OcnOO -Oa wwrj CONSTRUCTION NOTES 01 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') F5 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) 07 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 (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -t- INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `a� EXISTING UTILITY POLE Os SEWER MANHOLE (D SEWER CLEANOUT oO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN -i /1_ - ,,'- EXISTING EDGE OF PAVEMENT 0I 0 w m 0 00 O 0) CD OCN O + r- 30' 1 I 30' 49 10' 120'1 1 20 10'- 15 59' I I I 14' I Is 1 h j 7 T Ln I % 1 2 QN I CE C I 41!c-, co I I ' eM N I f N 10 +00.00 N 11- I I cO N 7 I I I TYP 3 ® -� -- C'1 I � 1 tc�2 i ► � I o 30' I 30' 0 70 I 2 10 20 I 20 10' i 15' 17' 48 - L I 1 1 I r U U W WWt- o m J�H W o! Q W W O _1 0:yW Of 0> ±I a a W 0= W (n i SEE SHEET 21 FOR MEDIAN DETAILS HORIZONTAL: 1 " =50' VERTICAL: 1"=2' PHASE 3 CORNWALL STREET CONSTRUCT 0.2t� 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 31.42' 47.12' ON CURVE ON CURVE Q� , O N � UI�t Urn U � w m'_ W!� minj M 0, M o!rLn O I CA i O O W L OiM + O m_ 19 356 ........... ...1.....1.............1....... 00 M Lo M ............356 ............ / -.. U O ON CURVE . / . . V) 2 354: ....... EX /STING GRaINO PROFILE AT CENTERLINE ...................... ..... .............354 U > 11R z uj Li �vwi>.w _ II I I . . . . . . . . . . . . . . . . . . . . k W L OiM 352 : ................... ..... .........................352 V'DES m_ 19 ONo OI /GN 1Z0WLINE.P1?0RLE. OI .............................. ...................... 10 +00 11+00 12 +00 ,10' Li WEST FLOWLINE PROFILE U ml In 31.42' 47.12' o = of ON CURVEI ( ON CURVE + +M oi ma) W� mn WIC w r t!7 n 00 M 00 .- ot� W S + +1 F o O 00 to 356 .. ................ ............... 356 .. _ .. 354. - EX /S77NG GROUND PROFILE AT CENTERL /NE :354 . . . . . . . . . . . . . . . . . 7\ .__ _ ✓�. - - - - -- kN :��% ....:.. 352 .................. +0.51% _ D�SlG/V fZOWL /NE PI?OF/LE .:...:352 ...................... ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE w U W O O O + O vovm�l:= �M� I - - c� .� I I 4 I II 30'1 30' 10' 20'1 20' 10'- co �w W Z W W Q Q W 0 V) \--L3J TYP. r'V) W m m O V)I> O QO o 21� CD O 28 ° W W W ±I0- Q Q V = _ zz 20 INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED T THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. (Y U m O O O + r11mi ME - - •EI 1• :1 f� )RIZONTAL: 1"=50' VERTICAL: 1"=2' PHASES 1 AND 3 WHITTAKER STREET CONSTRUCT 0.210 1 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 31.42' 100' VERTICAL CURVE 31.42' ON CURVET W "O0 U O ON CURVE > w CV V) 2 I r U > 11R z uj Li �vwi>.w r- II I I 00 M Q Q 0 0 mm: = W L OiM 30 30 - 29 m_ 19 ONo OI 20' 20' 10', OI Q 31.42' ,10' Li } aIN U ml In o o = of Ld + +M ± w r LLr .- ot� W S F F o p](n 00 to N n Q Q W ! . . . �(I . . . . . .. .. .. +,o- O + ! O� r p ' V) )RIZONTAL: 1"=50' VERTICAL: 1"=2' PHASES 1 AND 3 WHITTAKER STREET CONSTRUCT 0.210 1 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 31.42' 100' VERTICAL CURVE 31.42' ON CURVET W "O0 U O ON CURVE > w CV U m C-4 O 0_ N U U O M U N N! > M U > 11R 0_ U r- M 00 M mILN mw i`N N W L OiM m t� W O M LN R =44 ONo OI OIM O; WW II II OI O 31.42' U O (3) Q>O �> I + + _X d0 pi + + o O O d N F F o O_r 00 to N n 0- ! . . . �(I . . . . . .. .. .. +,o- O + ! O� r p ' ±a O O � � o w O .0- .x 0 LL. 354............:.,..: ..Z1..........................3 001 00 4 ...:........... EXISTING GROUND PROFILE AT CENTERLINE 354:...:...:' . ... .. ......... ... .... _ o 354 ............ %- -0.20% . - 352 ................... o 8q 352 ...:...................... DES /GN FLOiXINE PROF /LE ............................... .:...: . . . . . . . . . . . . . . .k. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 :.......................:...... ...I..........................3 10 +00 11+00 12 +00 13 +0 WEST FLOWLINE PROFILE 100' VERTICAL CURVE I W'ln W "O0 U O >M 0_�- > w CV U m C-4 W ' M jN W OVER 1.00' MIN. NAT. GRD. I. . . . . . . . . . . . . . .U- M 00 M m'�j pzIN 00 M 0-W M 00 t� I � t R =44 N M U 31.42' U C: I 1110- �= pi p Um ¢o >> m00- + o xx� N F F o & 0-!a 00 to N n 0- C14 O O +,o- O + ! O� r p ' I ! xi O O � � o w O .0- .x 0 LL. J J I Li 001 00 354:...:...:' :................... ... .... :..` o 354 ............ ........ ........... EX/S77NO GROUND PROFILE AT CENTERLINE z 354 ...... ............................... ............ -- ....... ........... .... 0.20 %: _ EX /STING GROUND PROFILE AT CENTERL /NE__\ 352 :...:... :...:...:..' . . +0.79% - 0:20% ...: - 0.62.... 3 2 +0.62 6. DES /GN FLO#LINE PROFILE . . . _0:25% . . .. 350 ....................:......... ............................... 10 +00 11+00 12 +00 13 +0 EAST FLOWLINE PROFILE U O 3t:w O rn N N r,� r N N + + OiO) J J W,U- 17 U II UI 0_ p LL1 U 0- a) m 00 O 00 +Lo N O +I O +I �Oj + n O, O �I JI A P1 M O Ni 6 Lr CD Lr L- - PHASE 1 0 W �� Q Q W 0 co CURVE TABLE CURVE RADIUS LENGTH ' DELTA TANGENT C1 30.00' 47.12' 90'00'00" 30.00' C2 20.00' 31.42' 90'00'00" 20.00' C3 33.00' 27.16' 47'09'23" 14.40' C4 42.00' 201.08' 274'18'46" 38.95' HORIZONTAL: 1"=50' VERTICAL: 1"=2' CAVENDISH COURT 00 CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER °) o o 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. I. . . . . . . . . . . . . . .U- COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U M O Ni 6 Lr CD Lr L- - PHASE 1 0 W �� Q Q W 0 co CURVE TABLE CURVE RADIUS LENGTH ' DELTA TANGENT C1 30.00' 47.12' 90'00'00" 30.00' C2 20.00' 31.42' 90'00'00" 20.00' C3 33.00' 27.16' 47'09'23" 14.40' C4 42.00' 201.08' 274'18'46" 38.95' HORIZONTAL: 1"=50' VERTICAL: 1"=2' CAVENDISH COURT 00 CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER °) o o 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. I. . . . . . . . . . . . . . .U- COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' HORIZONTAL: 1"=50' VERTICAL: 1"=2' CAVENDISH COURT N t 00 CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER °) o o 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. I. . . . . . . . . . . . . . .U- COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' 1110- �= U"r �rn 11 L): rnwlc� ON CURVET wmo - Un�Lowy r- Xrn N ! t+) M � l M 00 00 to n C14 ! L � N +,o- O + i M p ' I ! xi � j + O O i LL. J J I Li 001 00 Li ......... ... .... o ............ 354 ...... ............................... ..............:354 EX /STING GROUND PROFILE AT CENTERL /NE__\ . . . . _0:25% . . .. _ 0.22% ...+10.00%, - ......:...:352 -0.25% : . DESIGN FL0WINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350: .................... ...........................:... :350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE oU 31.42' ° ON CURVE Q v wl= 0-. %rn O)wl0 rn U m r- O'n WI Z I N1� ro M .0) �O 00 00 t (� N t 00 + n n N °) o o I. . . . . . . . . . . . . . .U- ......... I ...:............ EX /STING GROUND PROFILE AT CENTERL /NEA 00 O +JM cn �°1 + J . . . . . .................. ...:...:354 . . . . . :�...:'...:..I.:... 352 :...:.......:. :...:352 -0:25 7. -0.1% _ . .DES /GN fLOWL /NE PROFILE . . . 409 .. . 350 ...................... I..................... ....... :350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE J 2 0 0 z nb 0 o W G cr o t1i U C, 2D LL LL U0 w LL Ocn III m J ZO(n tzL L wZ H cwnmwm�wQi =p zLLz w i a z F z w W U 0 HOOF= OZOJZ(D X Z (nw o ~ "f LL co o S z z 0, O ww Qa0OO F- w <Lnoo w ozo_F_- Q�i -��o ¢0 o0 LLLL�ozmw w y. o U w U¢ Z U Z z - d a z Z O Z 0 0-oowo -o'-E cnZ >- >O V U)SU)w 0-wz<wow wI—w0 = H O z W � o o m W LL - z- 0_' 0 F_ J o O Q w° z o 0 z�zp°w� ° =v ~o° Q W~ Q w IL-062', z LL O Z w= o w Q aza�w >pcn Q=owtz- -ZO¢OO �QUU) �U U?r]WF -WwOWLL LL cLLnwD_ V UZ0 z¢ww Q -, o w 0 a o -2- F- QU> �O z ow 3:z- 2- 1ocLLi�F_ Qo w 0 ' w cn Q LL z g w w J gm OwQ p '.z>-ip I<- n >O>:Wn - 6wowEw m m O W z z p a m Qa. J wU?j CL >F- U Z 22 Cn x.wTO�W ZZ F- F- Oa F__ U0cc< I i E Q 0 N 01 3 C U _ Z o co M rn � r /1 6 o Lu Z T O N LLI > U r- C/) a� X LL Z CID Q N W ro �x W M W Z_ v o co �CJ � .0 w N QQ C) O 0 `V L 01 1`j ° O O o LLJ O w = w Z J (D m m Z w � � g w LU W F- W LL a o a ��G�NEER �` bicy Q oo U Q. r4) W 3 _> U U H Z � 2 J � � H LLJ Q Z U) U W Q i- 73 = cn LLJ � w Y Q < Q.e C:) In Nt TZ wV J Z v~j � o N J) z N LD w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 Q N r� N OF 21 SHEETS H Z � 2 J � � H LLJ Q Z U) U W Q i- 73 = cn LLJ � w Y Q < Q.e C:) In Nt TZ wV J Z v~j � o N J) z N LD w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 Q N r� N OF 21 SHEETS CONSTRUCTION NOTES FYI 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. �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') 5❑ 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 _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. ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 17� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT W it U CL; ow OI O � ci to +O J 15 16� � 17 � 18 Nq 19 U 20 n O Ln O + c + + + � 3 3 p m o p o a U T 27' 2T J J 27' 27' J -- - - TYPm__� - - -- 14 10 +00.00 ® 11 ° 0 12 1 tn----------------------- 0 0 13 ji ' I I I i ®I I I w I �o 0 12 I 30' 30' + - - - 10 20' 20' 10' _ -o OZ � O W F- =) W =min I"' Q 0 W z cn >- (n INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER o z AT PHASE BOUNDARY OF TRACT IF ADJACENT °0 PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH = of CONSTRUCTION OF ADJACENT PHASE. + c- a- 21 22 U 23 U 24 Lo to � N 34 N 35 T) 36 Ln 37 Ln o Ln o to w rl O r- +V) o ° Q + + + M r d- r U-) r r = r r r 00 r J 27' 27 m N J 27' 27' J a - /Jic� - 27' 27' J J 27' 2 7' J 3 - S00'35'43 "W - 1i4 - 27 - p a o p o J J J J U O O U J O O U O 33 32 N 31 N 30 M 29 .4- 28 27 n 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. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 II U+ 0; C+ RADIUS LENGTH DELTA 0 r` m N ^ C6 r- 13.70' 22'25'35" 6.94' C2 N 197.57' 134'45'40" 201.60' C3 35.00' +0 - 34.94' 00 16 116 +35.56 M N I - - 17 54.98' 17 +68.58 18 _ T S00'35'4 C5 35.00' n ° - - - - -- - rmTyp. - 197.70' 134'51'11" o m 20.00' 31.38' 0 40 27' - - - 27 27' 6 TYP. - _1 r rn r p I - - --r t6 re) � � --r ELO tf)ILLJ Lr) II c j o w p p Opp I I > Q Q r7 ° ` t�'� 30' 30' d 31 26 41 m 0- 25 = _ a 33 20 20' 20' +} OO � 00 +') N = N - -- I \ . . . + CCD -- - -- CL � + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m �. W w Lq Q `° tri � IR Oo W c`o t 0� Oo . . 0 30 �. I z 42 . . . m I Fes- > N a+o I Q m I I Cl - - - - -_ = w t0 cD I I 354 :...:...: 0 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. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 II U+ 0; C+ RADIUS LENGTH DELTA TANGENT r` m N ^ C6 r- 13.70' 22'25'35" 6.94' C2 N 197.57' 134'45'40" 201.60' C3 35.00' +0 89'54'29" 34.94' C4 35.00' 54.98' °' + rn rn C5 35.00' 13.70' 22'25'35" J n 38 `` C6 39 197.70' 134'51'11" 202.06' m 20.00' 31.38' 0 40 19.97' C8 00 r D r rn r p 90'05'31" N nj t6 re) J �2/ 15'U ELO tf)ILLJ Lr) RO c j ox�o Opp O- - W QO r7 ° ` t�'� © 20 `S" � � 41 1 - 19 - + Nt� 20 20 +48.58 ` +} OO � 00 +') N - -- I \ . . . + CCD -- - -- -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ® I FA_ 2��07.41 I . .+ . . 0 30 �. I . . .. 42 . . . I I m I I Cl - - - - -_ O t0 cD I I 354 :...:...: IL 30' 30' 43 :.............................. V10' 20' 20' 10'- -- � - -- LL. LO tai I � W � ...:...:...:...:...:...:...:... .. ....................... .............................mow °zW UI �., T. -_T r., - - - ................... If W = cn ... ... :... :...: D > cn + Q Q W N . . . . . . . . . . W __j . CURVE TABLE 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 35.00' 54.98' 1 90'00'00" 35.00' C5 35.00' 13.70' 22'25'35" 6.94' C6 84.00' 197.70' 134'51'11" 202.06' C7 20.00' 31.38' 89'54'29" 19.97' C8 20.00' 31.45' 90'05'31" 20.03' HORIZONTAL: 1"=50' VERTICAL: 1"=2' EAST FLOWLINE PROFILE U LL LL W paoo woco H d~ m p J Z U O w W W Z� H � m W�w W Q H w O� Lzn'z W M<ZF -zwwz0 F-0Q 0 w � z� cU �� n Uw Q 010- w¢ xwz ~�2z Q zl- U 0LL'p �wC7 E: of of w >25, --O� a azQz a mH Q 1, 0 _ z °u ¢moo=�ozm w - Qv uip - 0ZO W Z � CD 0 W m w r> O v z x m Owzwoa�w�-wo Q ~~ D z w ZO ZO m W w- Z -� m H J 0 �wozop¢ zz w O w m w �~ z0 0 Qw�dwF.Np d c6ts W 2tw6°za¢ O a Z a F�> U Q 0 = O w O p ¢ o U Z W O U I-Z W <c) tQw m Z w Z W W O W E LL 0- > <<' ptuu��0 (n W Z Q U Z p Q��W°0aoF-� Cn J -w J O C7cxi�wx�ZQQO~p ZpxUtnwx �w Z H => p J 0 �_ a2' W 0�2' p w 0 W w� J O Z wQpwz >cnmQ(n > >- W F cn U cn - m CO O W W v Z p j m IL w W UO W z<w>-w oa�_00x<2 /V �/_ .j V O CN U z o M M Lu 07 � o W Z E F- 7- O N W M Q > v ULL =) CO U) N X 0 ay IL (f) Z Q mN W , ; cfl „max W � co W Z w o of Z c/ N w c� W F- N Q0 o m O `V CL L L Q O O O O° Lli O W = W � Z � W W � w L) F_ w LL a_ o a 00 V) O w _> 0 d �y 4� z , , Q� L 50' V. C. U) LLj �- >� U cn II UG m d r O t+•r l 0 rU) r- Z Qo L II U mU n m cD rn h> I0 00c) O>> (010 n'> U r� O tf) O 00 - O I N o m W N r, N af tT nj t6 re) m 0_ C4 ELO tf)ILLJ Lr) c j Opp ±+ W QO r7 06 rn -Lr) 1, r7 + Nt� (000 or�r7 +} OO � r7 . . . . . . . . . . . . . . . . . . . . . . . . + . �I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL IL rn . .+ . . . . . . . . . . c!`�. +!� �. i M . . . . . . . . . .. . . . . . . . . . . . . . . . _� - - - - -_ O N 354 :...:...: :.............................. I N -- � - -- LL. : tai I � ...:...:...:...:...:...:...:... .. ....................... .............................mow - - - - _ - -., �., T. -_T r., - - - ................... ........... ... ... :... :...: :...:........354 . . . . . . . . . . . . . . . . . . . . . . . . . . . EX /S G'RO PRO AT C TING GROUND FILE ENTERL /NE' - - - -- . -- - - - - -- - ----- - - - - -- - - - -- . • - -- -- �- -- -• -- -. - - - . . . . . . . . . . . . . . .m. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ±0.25% : - 0.52q, . . . . . 352 .................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . ............................... :......... . . ..........................:...: . +0.20% :......... ............................... ...............:............352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : +0.35 %• DES /GN FZOWL/NE PROFILE ............... .................. ...... ...... ........... ................ .............. .............. : 350' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .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 I ON CURVEI ON CURVET ON CURVE U;tn m UO w >-to WH Z r- N Of U-.4- t0 Cl:� N m U!NUO 00 w 0 M t UI= 0- w 0r- N O 00 O CV M m CV w i N m n ty W N m Lu t\j PO ro > rro co N O f� M U-) + Q O mw 04 O rn r7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . _` -- -- . . . +} . - -- - • • . . . . . �� N - -- -! - -. 354:... : ...:...:...:...:....... .......: .............................. ............................... .................:...:.......mow -- - _ - , T , T:- - - - - - - ....................I..... -- .... ............................354 �Q XISANG GROUND PROFILE-AT CENTERL /NE _ ' _ m +0.20% 352 .. ........................... ........................................ ............................... . +0.21. %. . -° ?sq'b . ' �% DESIGN fZOWLINE PROFILE 352 +0.21 �0634�. FZO%i/NE PROFILE . . . ........................................... ............................... 350* ........... ............ .................. ........ .............................................. I ..................... ....................................................... I .......... ............ 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 EAST FLOWLINE PROFILE U LL LL W paoo woco H d~ m p J Z U O w W W Z� H � m W�w W Q H w O� Lzn'z W M<ZF -zwwz0 F-0Q 0 w � z� cU �� n Uw Q 010- w¢ xwz ~�2z Q zl- U 0LL'p �wC7 E: of of w >25, --O� a azQz a mH Q 1, 0 _ z °u ¢moo=�ozm w - Qv uip - 0ZO W Z � CD 0 W m w r> O v z x m Owzwoa�w�-wo Q ~~ D z w ZO ZO m W w- Z -� m H J 0 �wozop¢ zz w O w m w �~ z0 0 Qw�dwF.Np d c6ts W 2tw6°za¢ O a Z a F�> U Q 0 = O w O p ¢ o U Z W O U I-Z W <c) tQw m Z w Z W W O W E LL 0- > <<' ptuu��0 (n W Z Q U Z p Q��W°0aoF-� Cn J -w J O C7cxi�wx�ZQQO~p ZpxUtnwx �w Z H => p J 0 �_ a2' W 0�2' p w 0 W w� J O Z wQpwz >cnmQ(n > >- W F cn U cn - m CO O W W v Z p j m IL w W UO W z<w>-w oa�_00x<2 /V �/_ .j V O CN U z o M M Lu 07 � o W Z E F- 7- O N W M Q > v ULL =) CO U) N X 0 ay IL (f) Z Q mN W , ; cfl „max W � co W Z w o of Z c/ N w c� W F- N Q0 o m O `V CL L L Q O O O O° Lli O W = W � Z � W W � w L) F_ w LL a_ o a 00 V) O w _> 0 d �y 4� w= � Ocan [)�o Q� ui a. N 2 wV = LIJQ ry U) Z Lu O F E 11/20/2014 OB No. 14 -2772 SHEET 8 OF 21 SHEETS z , , Q� L U) LLj �- >� Lu Qo L U) Z Lu O F E 11/20/2014 OB No. 14 -2772 SHEET 8 OF 21 SHEETS CONSTRUCTION NOTES 01 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. 73 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') ❑ 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 �Y SF�Cl 0 U Li 10 N + -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. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN -" - -'- EXISTING EDGE OF PAVEMENT U N PHASE 1 LONGHURST DRIVE 26 27 m�_Z 36iR_- HORIZONTAL: 1"=50' VERTICAL: 1"=2' CURVE CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 12 30' 30' ' O 0! \ \ o 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. + X110' 20' 20' 10' Z' w 10 COMPACTED TO 95% MAX. DENSITY N 3 10�I + O MOI TI =4.5 R =44 27 cm N off! 49 \ 31.52' 50 2 21'34'09" 192.39' \ 1028.00' ON CURVE - - - - O VERT. CURVE I Ca ON CURVE 05'54'02" 11 ° 12 TYP._3 I I 35.00' vt ------- of to U CD r- -1 - - - --N 00'30'12 "E ---- o - - -lii- <n 4 8 10 +00. oo 0_N U a:(00 O U o o r7 _ {� 1 1 87'32'37" 19.16' mo W M r?M � I+ C! ox TYP. 6 15 lg _ _ 35.00' 27 W'� I 2 \ C13 84.00' Lo 97'49'38" o II + Cn 47 U o c + 6.96' v J °' 1 30' 30' I 1 31.42' `` ° U : + 44 - -410' 20' 20' 11 10' . . . 46 a_ w N .:... ................................. cn ") CD cD 45 �- m W w W .... .......... . . . . . . -0.25% . . .......... cfl Z w OI OO . . . . . N > U) EXISTING GROUND PROF /LE AT C£NTERL/NE =aw `------ - - - - -- - - - - - -- ............................350 U (n PHASE 1 LONGHURST DRIVE 26 27 m�_Z 36iR_- HORIZONTAL: 1"=50' VERTICAL: 1"=2' ...................................................... ............................... 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE U_ 0 a II it Z,cn N ''q- 00 co r_: ,'6 N!N + ! + 6'1 CL FL 9+ CL ii 6 l c9 �O 1� FRI -O \ W N \ of �v U �W ! �I n co 't o6 Lo oLo O + o LA_ �', 7 + C, o C, a + o LL_ 30' ® 00 -- 10 +00_p0 N 00 - - -- _ - N � CURVE CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER DELTA C O 0! U � 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. U o+ T w Z' w 10 COMPACTED TO 95% MAX. DENSITY N 3 10�I + O MOI TI =4.5 R =44 � off! 1 06'34'17" 56.95' 31.52' 50 31.42' 21'34'09" 192.39' C6 1028.00' ON CURVE 07'00'10" VERT. CURVE I 990.00' ON CURVE 05'54'02" 51.02' C8 35.00' x't U of to U CD r- UL > aNt- O Ur- N� > 88'05'10" 0_N U a:(00 O U I00 30.56' 1 87'32'37" 19.16' mo W M r?M � m� 27.43' W � to 35.00' m W'� M C13 84.00' 143.42' 97'49'38" 96.34' C14 ��M 13.73' ��`i 6.96' �M 20.00' 1 31.42' 90'00'00" 20.00' : :...:...:...:.. N . . . rn cVMM U' > N .:... ................................. 354 .... .......... . . . . . . -0.25% . . .......... ....... ............... .. .......... . . . . . . EXISTING GROUND PROF /LE AT C£NTERL/NE . . . . `------ - - - - -- - - - - - -- ............................350 -- - -� _ - -- - - -- 352 ............: 9 +00 . . . . . 14 +00 . . . . ...........352 . h NORTH FLOWLINE PROFILE +0.37%:-.-0.207.j . .......... ..................... v Q . ............_0.2.0 %. �._.. +0.37% ON CUR V� lON CURVE 350 :............. QfS/GN ig0K1NE PROFILE .......................350 II u 2 = 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 it cq WEST FLOWLINE PROFILE 0- t0 t� M ,'�cto, .. -SID r- Ow Qjm aj �U M OM IK) M Lo_ M 0t M Lo 50' 31.42' Lo +wC Nd 0 �O �1 VERT. CURVE I ON CURVE . . . . . . . x . . Lo . . . . . . o U w 00 d x m 0p (D W 0 U! L0 a' >10 Nh U N �- > t\ - N 0_ O U c0 00 . . . . . . . . . . . . .354 CL p L0 d O co O L0 ± m L LC Lo w . m c+-t p - - - -U- lf) 0) n +� O 5;' N M F) n M .................. 354 ......_025 %.. ............ .. ...... +'..�o'`'..o...± �.± f -0.709; DESIGN FL013Z /NE- PR0RLEJ � 354 ..................E ....................... .................... ........................:.,�30q %.....' +0 20% +0.2 5% ............................350 ...........N ................. -� `` I �I. EX /SUNG GROUND PROF /LE AT CENTERL INE . . . . . . . . . . . . . . . - -- _ - -�_ _ _ - - -- - - - -- - - -- -- 352 ..................... .........352 0.20 %! . ................. ......... . . . - 0.2'07 ` _. 0.519, -� . . . . . . . . . . . +0.25% DESIGN fZOWUNE PROFILE 350 :...:.......: ............. ............................... . ............................350 ...................................................... ............................... 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE U_ 0 a II it Z,cn N ''q- 00 co r_: ,'6 N!N + ! + 6'1 CL FL 9+ CL ii 6 l c9 �O 1� FRI -O \ W N \ of �v U �W ! �I n co 't o6 Lo oLo O + o LA_ �', 7 + C, o C, a + o LL_ 30' ® 00 -- 10 +00_p0 N 00 - - -- _ - N � 2 0 I 4 27' - a L o J U oo W N Q N + Z �m U w N N co o + + LLA J J U w 1 O� + J m CURVE ro LENGTH DELTA C O 0! U � �W + a- I U o+ T w Z' w 10 M 11 ca co I N 3 10�I + O MOI .1 +' 0 o C4 +'- � off! 2 0 I 4 27' - a L o J U oo W N Q N + Z �m U w N N co o + + LLA J J U w 1 O� + J m CURVE ro LENGTH DELTA TANGENT O 0! 42.00' �W + a- 274'16'24" C',4~ C2 Z' w 10 9 14.96' N1 r 00, 33.00' 26.29' 45'39'11" .1 +' 0 o C4 n r � o 1 06'34'17" 56.95' C5 1010.00' 12' 12 +15.84 _ S 3 C11 I f 130' 1 30 10' 20' 1 20' 10' � W mI fTl �� w r +N1 S m lei In PHASE 1 II �! �M + `li V 30' U- 20' 301 � /�/20• l0 � /// 50333 // /o�v - C8 L-4 0 1 C1 i 27' 115' r W U', ± 47 U v d m o NI C� O 49 c6 M + 48 �, + T ro _j KINGSBURY COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 42.00' 201.05' 274'16'24" 38.98' C2 33.00' 28.09' 1 48'46'41" 14.96' C3 33.00' 26.29' 45'39'11" 13.89' C4 992.00' 113.78' 1 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 20.00' 30.75' 88'05'10" 19.34' 6 0 20.00' 30.56' 1 87'32'37" 19.16' C11 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' 22'28'46" 6.96' C15 20.00' 1 31.42' 90'00'00" 20.00' ffol 'N. HORIZONTAL: 1"=50' VERTICAL: 1"=2' .............................................................. ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 SOUTH FLOWLINE PROFILE l o_ U 0 pav0 w0(n w H o 31.52' z ' O LL Z 0_¢z0Fza, �0 a u� =WZ° >mUQ Cn O 0LL �F- OZLCnuiU °w U O¢ c 0 0_ W ON CURVE Z L } N 0'--- CC/) � E IliO_ Z!= Z� w~ z p o° p 0 0 IIU m WN � W 0 0- II0:� ItA a-- C-4 II0 10 oo L PO U C14 M m n ( , V 5 L Cfl III' -q- w O O Lo U r- m to NX 0 ¢�O � o¢mU (n W pW w U1 m Z O � (�j oo °om M� M�� O O r ~M Z) Lo �wM Z O O L0MM M m < O O N W o O Q o z~ m � + N O W' � �Z�1 I Y V U) N 354 N oaza� °¢� OU zz z Ow zO O 00 + T01 � X � O � 354 ........m;. .............. 0 f cc w = oQ_'O + .. ................�.� ..E ..... _ ..Z! ..................... < =j CONSTRUCTION NOTES CURVE RADIUS LENGTH DELTA CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Cl 35.00' 54.98' E2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 03 ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" Q• CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 134'51'11" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. C4 INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 16'02'43" COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957. _+ EXISTING UTILITY POLE Q � W 16'02'43" MAX. DENSITY, TO A DEPTH OF 1') }ZO�cnJ�Z> zoo =ow¢poo LLj �wlM + K56 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 Os SEWER MANHOLE _ Ntfl © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. © OO SEWER CLEANOUT 57.73' 02'30'20" (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) C10 STORM DRAIN MANHOLE 30.70' 70 _ INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) - - - RIGHT -OF -WAY 492.61' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. C12 SEWER 31.97' ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. C13 STORM DRAIN 32.13' RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. - -� - �- EXISTING EDGE OF PAVEMENT 1280.00' ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION 0 1 0_ 0_ 00I FF S �VF M�Tti 16 yF T �� 20• /30 F 8 D 20• F/ 9�2g9S 'W� 15 i 33 O° F� 9}80.13 �� S/ vv 2)• A, °. 14 F a ^ 2�• ^° 13 � 12 ° INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER 1101 AT PHASE BOUNDARY OF TRACT IF ADJACENT C" PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH y CONSTRUCTION OF ADJACENT PHASE. I 1101 �I34 LqNI FO O� '01 m N ao +'w to r III! 11rn 0 � / ( U- _ + ro 0 ^o° I z �v' _ '� ITl cOp w i z K'm d N0D m r + + I O n 37 I- +�IO�° --i --ri �, ^oj ��lw 42 Lj 2 - o r,� I °- co 3 Z I 1�X 35, � 1 1Q rn 39 40 ,,�13 I � � cn 47 SO \ 2�' I ° o in 30' I I 30 ' ` �? z > \ 10' 20' 20 10 n . 3 co r > U- 1 12 ' o L o LL_ l 31 30 + -- ®® 12 +8152 r_ 30' 30' 4 33Q0"w _ 3 2g 13 �� I o+II o l l �Ob1 +3+ 3 ; 001 +3 r b o N =5 o 499 TYP. 3 ® 5 1 2 N 7 - - - -- - o- = - C11 +f 1 5 27' O 11 � j 27' {- 8 6 z i TYP. 2 ±1 2 27 27/ � c Nan 0±�, I'y' U-) 00 U m) Z �'p 36' U 3 N m cli 9 J l ,? U i ' 8' 22' 12' 2''' 8' l ?n + z J O 00 LO °lw �I� �, w g 7 0 6 0 Q_ W 5 M r j ^ I O 0 -q- O W L COT CURVE TABLE 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 480.00' 134.42' 16'02'43" 67.65' C + �2 ::- 16'02'43" 70.47' _+ C =¢o ;��ZZ° QF--=oz°' -oow Q � W 16'02'43" 73.29' }ZO�cnJ�Z> zoo =ow¢poo LLj �wlM + K56 12'45'52" 143.17' N < o N° 15' _ Ntfl 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' 1135'26" 129.91' C15 20.00' 30.69' 87'55'19" 19.29' C16 20.00' 30.f-j-75 '8'10" 19�47. 30' C17 33.00' 40.44' 70'12'39" 20' C18 42.00' 192.99' 263'16'19" 5' C 19 33.00' 10.55' 18'18'54" 5.32' C20 1318.00' 44.92' 01'57'09" 22.46' �-m + _ - 48 w N a 2� 01 6 TYP. , 44 � 0 -iIZ • s ' W 43 cr 1p I o 2� o� �' Dwr o + `,� 2a C1 21k C1 Hwy X6193 2 C1 f z 50o r- \� Ld m 04 \ 36 8 I w II OR - 2� + a 36 22 \ m No ° N 12 + � 0_ J '< + LO U oI N� c", w 2 1 QD � � lol � � r tl � lk ai 0_ w 2+ y�'c��'c a -jlz + °I CNL� W J '- 00�`y oOM LX: LL� + N T +� '`' +'-, z W L i ooh cp Io .� '��I 3 � ,_Im X �� +�I ) Z � LEI 3 Y W LA PHASE 5 M NORTHAMPTON AVENUE HORIZONTAL: 1"=50' Z CONSTRUCT 0.2101 MIN. TYPE 'B' A.C. PAVING OVER VERTICAL: 1"=2' � 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. ILL COMPACTED TO 95% MAX. DENSITY ,0 'X 'X 54.98' TI 4.5 R =44 V. C Cr_ LO . W ON CURVE 31 50' 97' 3213' CD m' ° m m Uu o - - -- - M . I i - m ON CURVE I= I ll II - -- - -- - - - - - -- ---- - - - - - _. - - - . . cNOI�? cD O NNZ i I I '? J ,, Nw LO C 0 o co O O u') o N q �� 0 00 U M O N N a0 L II fl n II 4 UIm >> � - I'-d- d . 0� a Zm Z O Ln rjm � I � 1114 MO ^ m I cr �+ + 04 + Oi nn r� K t) � + CI° LLJ II II + ) ^y J 'm- U-) I � LnmOf , c l Ln -.- -.- -.- -.- _ .N + 'OU � L2 + W IWI +ZI p UW + O • . + ')I 0- IL 0) + �`• -X/ S77N G GR OUN D P ROF /L EAT CENIERL /NE a b 352 O o + � . . . . . . . . . . . . . . . . . �I Z W C%4 n N; °- LJ . . . . . . . . . . . . . . . . . . g F .... .... � I o : :...:...:...:...:...� :...:...:...:... :�1':.......+ �� :... .352 w• + oj. + 1 q� . . . . �I o� 7 350 :...:...:...:. _ :...:...:........� ".......... :...: LL +0 -.53 . -0.44q : +0.74% : 0.41 % I. 41 �........... . -0.44% . DESIGN FLO{l� /NE PROfILE - - - 1 50 ... +.0.41% +0 3 . . . . . . . . . . 1 ` .+0.41%' -0:201 �� 12% . .- 0.539 . . . . . . . . . . . . . DES /GN FL'ONL /NE PROFILE ' 348 :...:...:...:.. : + . -0.260 ;...:............................. ............................... . . . . . . . . . 0.26% +00 10 +00 11+00 12 +00 13 +00 14 +00 :...:348 15 +00 1 6 +00 17 +00 18 +00 19 +00 20 +00 21+00 NORTH FLOWLINE PROFILE 22 +Oo Q 30.70' 30.70' 50' VERTICAL CURVE 50' V. C. z Go if I m' oNC) m �n U N W p ON CURVE ON CURT 30.69' 30.71' Q CL r��pwCO pmN II U'•�t II U M II�INLn III a oc o rn , nts o r� ,n�o' "� ° � of Ln I °' w m rryU N >; a°, °; a°'o v l rn > rn ON CURVE ON CURVE a p Nm �NOO�OmN U� U� ° 00 I O n O N d; M N . N O O CA Cn O� �1 11 0' N 0_ Ln I O pm �t�c6 d m 00 N'�OOaO cD aOap W a0 00U �t Urn Urn Il�laO 11 UIm U '- II'U II UU II1U ao ' o + d + ci 00 r� r� r y oo r� �i �r r� rt �r �r co m w m o m 3 o' cn > I > > N > __ + •---- - - - - -- 00 7 +in r-+ N001 +rn + 11 11 + I �� I�cOm'M� +�c)M AIM ° 1° LO C* 0 N I CL m 1 -O W '-{ - r �N r7 n-i Md �� +U fl II cp 11 it cppr r7 r�) r7 rnp LO X00 O t`', r7 co 0- co' LQ <L I O •- -� )- J -.\ .-- C7 . OI �. .M. . . . . . . �.�+ + , CD� I W Li J U U Ol O^ O� 00 c(7 o0I 'cr .J L� l.� J J - O W ,-- iD d ' li 0- O ' ^ . . . N o N + r" I L0 + I Ln F �1 117 352:.. 4- LL. ,� � z p J � d � 0 W I : EX /S77NO GRWND PROF /LEST CENTERt /NE ' '-a+� . - . + . - - -. s + N ,� �n + l. . . . . . . . . . . . -. -.TT ice W - - -- -- - -LL J �_ Z� J ---- ------- --- ,------ - - - - -- -ems. - -- N N N N cry Nr . . . . . . . . . . -� .T.-- . -�-T.- - -- - - - - - --- - - - - -- - -- - - - - -- + :IJi Lt IJi LJi. �I O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U- .- ....................:. 3 .-0-347.. 350. -0.34° -0.42q . . . . . . . . . . . . . . . . . . . . . . +0.00% +0.20% +0:38% 1� 38% ± .3 . . . . . . . . . . . . . k�. °!' w 0• DESIGN fZ0{YL /NE PROF /LE -0 4 . . . 29 DESIGN fLOWJNE PROFILE - _ �- _: : �. � .... ................:...:........35 0 . . . . . . . . . . . . . . . . . . .0.429. - 0.42y. ±0.52 `x:149,' : +0.53% _ X : +0.26% -b.20% OES/!iN ROKINE PROFILE : : : °- : . .......... .. O� ......... .............. .....1: +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16+00 ............. +00 17 +00 18 +00 19 +00 20 +00 0I6 21+00 22 +00 SOUTH FLOWLINE PROFILE U °mow LL 0 p_ 0 o w o cn 0 w m o J Z U- W W Z w H v �- cwnm =zjwaoo z w F x r �J ��zaz M mm =zc~nojmO° III II z, Ln ��OZJ(j UjU Z W W Q' J�Q�U' v/ '^ wcr J(n2�Zm 0= mi(0 w 2 x w 0, () Q Z�� Ij,J � C'7 G w�-Zm,00 �d OI00 -000 ¢� LL, � o; T 47 Ly W o > fn W YO �W CJ Cn Q m U o` zz�awz,)mz0 02w + �2 ::- HOW) pww>z >oc?Z=cnx _+ C =¢o ;��ZZ° QF--=oz°' -oow Q � W oo�aQWOZO¢ LL }ZO�cnJ�Z> zoo =ow¢poo LLj �wlM + -� O N LL z - N Z w a O w Q N < o N° 15' _ Ntfl �Fx-Z W?�FU�Ow f�y/ QD z m azzz� U -�wF -w W wtL a�cwn >Q0o° I.L p `y u 0 0- LL n C� 0)01 w�- 45 0;� Q Q o l Q O Z H nm�Ow>w �Q X >a °w? i <= ° 1 �-m + _ - 48 w N a 2� 01 6 TYP. , 44 � 0 -iIZ • s ' W 43 cr 1p I o 2� o� �' Dwr o + `,� 2a C1 21k C1 Hwy X6193 2 C1 f z 50o r- \� Ld m 04 \ 36 8 I w II OR - 2� + a 36 22 \ m No ° N 12 + � 0_ J '< + LO U oI N� c", w 2 1 QD � � lol � � r tl � lk ai 0_ w 2+ y�'c��'c a -jlz + °I CNL� W J '- 00�`y oOM LX: LL� + N T +� '`' +'-, z W L i ooh cp Io .� '��I 3 � ,_Im X �� +�I ) Z � LEI 3 Y W LA PHASE 5 M NORTHAMPTON AVENUE HORIZONTAL: 1"=50' Z CONSTRUCT 0.2101 MIN. TYPE 'B' A.C. PAVING OVER VERTICAL: 1"=2' � 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. ILL COMPACTED TO 95% MAX. DENSITY ,0 'X 'X 54.98' TI 4.5 R =44 V. C Cr_ LO . W ON CURVE 31 50' 97' 3213' CD m' ° m m Uu o - - -- - M . I i - m ON CURVE I= I ll II - -- - -- - - - - - -- ---- - - - - - _. - - - . . cNOI�? cD O NNZ i I I '? J ,, Nw LO C 0 o co O O u') o N q �� 0 00 U M O N N a0 L II fl n II 4 UIm >> � - I'-d- d . 0� a Zm Z O Ln rjm � I � 1114 MO ^ m I cr �+ + 04 + Oi nn r� K t) � + CI° LLJ II II + ) ^y J 'm- U-) I � LnmOf , c l Ln -.- -.- -.- -.- _ .N + 'OU � L2 + W IWI +ZI p UW + O • . + ')I 0- IL 0) + �`• -X/ S77N G GR OUN D P ROF /L EAT CENIERL /NE a b 352 O o + � . . . . . . . . . . . . . . . . . �I Z W C%4 n N; °- LJ . . . . . . . . . . . . . . . . . . g F .... .... � I o : :...:...:...:...:...� :...:...:...:... :�1':.......+ �� :... .352 w• + oj. + 1 q� . . . . �I o� 7 350 :...:...:...:. _ :...:...:........� ".......... :...: LL +0 -.53 . -0.44q : +0.74% : 0.41 % I. 41 �........... . -0.44% . DESIGN FLO{l� /NE PROfILE - - - 1 50 ... +.0.41% +0 3 . . . . . . . . . . 1 ` .+0.41%' -0:201 �� 12% . .- 0.539 . . . . . . . . . . . . . DES /GN FL'ONL /NE PROFILE ' 348 :...:...:...:.. : + . -0.260 ;...:............................. ............................... . . . . . . . . . 0.26% +00 10 +00 11+00 12 +00 13 +00 14 +00 :...:348 15 +00 1 6 +00 17 +00 18 +00 19 +00 20 +00 21+00 NORTH FLOWLINE PROFILE 22 +Oo Q 30.70' 30.70' 50' VERTICAL CURVE 50' V. C. z Go if I m' oNC) m �n U N W p ON CURVE ON CURT 30.69' 30.71' Q CL r��pwCO pmN II U'•�t II U M II�INLn III a oc o rn , nts o r� ,n�o' "� ° � of Ln I °' w m rryU N >; a°, °; a°'o v l rn > rn ON CURVE ON CURVE a p Nm �NOO�OmN U� U� ° 00 I O n O N d; M N . N O O CA Cn O� �1 11 0' N 0_ Ln I O pm �t�c6 d m 00 N'�OOaO cD aOap W a0 00U �t Urn Urn Il�laO 11 UIm U '- II'U II UU II1U ao ' o + d + ci 00 r� r� r y oo r� �i �r r� rt �r �r co m w m o m 3 o' cn > I > > N > __ + •---- - - - - -- 00 7 +in r-+ N001 +rn + 11 11 + I �� I�cOm'M� +�c)M AIM ° 1° LO C* 0 N I CL m 1 -O W '-{ - r �N r7 n-i Md �� +U fl II cp 11 it cppr r7 r�) r7 rnp LO X00 O t`', r7 co 0- co' LQ <L I O •- -� )- J -.\ .-- C7 . OI �. .M. . . . . . . �.�+ + , CD� I W Li J U U Ol O^ O� 00 c(7 o0I 'cr .J L� l.� J J - O W ,-- iD d ' li 0- O ' ^ . . . N o N + r" I L0 + I Ln F �1 117 352:.. 4- LL. ,� � z p J � d � 0 W I : EX /S77NO GRWND PROF /LEST CENTERt /NE ' '-a+� . - . + . - - -. s + N ,� �n + l. . . . . . . . . . . . -. -.TT ice W - - -- -- - -LL J �_ Z� J ---- ------- --- ,------ - - - - -- -ems. - -- N N N N cry Nr . . . . . . . . . . -� .T.-- . -�-T.- - -- - - - - - --- - - - - -- - -- - - - - -- + :IJi Lt IJi LJi. �I O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U- .- ....................:. 3 .-0-347.. 350. -0.34° -0.42q . . . . . . . . . . . . . . . . . . . . . . +0.00% +0.20% +0:38% 1� 38% ± .3 . . . . . . . . . . . . . k�. °!' w 0• DESIGN fZ0{YL /NE PROF /LE -0 4 . . . 29 DESIGN fLOWJNE PROFILE - _ �- _: : �. � .... ................:...:........35 0 . . . . . . . . . . . . . . . . . . .0.429. - 0.42y. ±0.52 `x:149,' : +0.53% _ X : +0.26% -b.20% OES/!iN ROKINE PROFILE : : : °- : . .......... .. O� ......... .............. .....1: +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16+00 ............. +00 17 +00 18 +00 19 +00 20 +00 0I6 21+00 22 +00 SOUTH FLOWLINE PROFILE U °mow LL 0 p_ 0 o w o cn / 1 w m o J Z U- W W Z w H v �- cwnm =zjwaoo z w F x r �J ��zaz M mm =zc~nojmO° rn Q0 ��OZJ(j UjU Z W W Q' J�Q�U' v/ '^ wcr J(n2�Zm 0= _Z or N w 2 x w 0, () Q Z�� Ij,J � C'7 G w�-Zm,00 �d U r -000 ¢� LL, � ZZ� c_a>�zo�o f= T x Ly W o > fn W YO �W CJ Cn Q m U O 0a 0 zz�awz,)mz0 02w �^ W LL `'�. �2 ::- Z pww>z >oc?Z=cnx Ri C =¢o ;��ZZ° QF--=oz°' -oow Q � W oo�aQWOZO¢ 06 W cM }ZO�cnJ�Z> zoo =ow¢poo _Z O a � '6m0a<ow °oa N LL z - N Z w a O w Q �.. M W to W oa0Z ~')0220 _ Ntfl �Fx-Z W?�FU�Ow f�y/ QD z m azzz� U -�wF -w W wtL a�cwn >Q0o° I.L p `y nip �� _= Z Q w W 0� O T Q�0W0Owa� -,W'- ^ 0- cn=�r=-Qww °�0 _ZO =C=J�w=Q�� Z H => J c w H Q Q o l Q O Z H nm�Ow>w r >a °w? i <= ° 1 -�m¢� 0 co En } cn0I- L m w O w z J Z p Q m ¢x- -'wUJ 0�� W W UOwZQ� >co xxS2 x =0 0'wzD rF 0mi_ 0ct<2 L ti 1� N�� Q., OD LL a O N 3 u C/) (fl Q � J � CL Cn W zW w U) Lu Q U) I z LLJ o. O O � �� Q �ti � WU o �Q N c/) z N o i U) w V) DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET 0 Q E N n OF 21 SHEETS \ w o Q 0 0 o � o 1 O w= w m \� 0 Z w Z w LU L w LL a 0- o m �d0_ cn a to J V) U U \ 3� C/) (fl Q � J � CL Cn W zW w U) Lu Q U) I z LLJ o. O O � �� Q �ti � WU o �Q N c/) z N o i U) w V) DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET 0 Q E N n OF 21 SHEETS CONSTRUCTION NOTFg 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2Q 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') 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) [XI 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 FLOWUNE STATION -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 s0 SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 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 U ``' o m m rn uj II � 00 Q O ,� + _ Lo 30' o + 30 N 10' 20'1 20' 10' ± t7 26. 126' 1 I I 40 `n w + 18' g' Lu I I Q Q I o a s 2 -- -- 12 12 +88.36 - !- - - - - - N2 - 9'48'47 "W [ - - -± - - - - rCN ®► ww I1 I 30' 130' < Q 11 I30' 10' 20' 20' 10' '4-1 = = m 1 ! 30' 1 , a d W 49 10' 20' 1 20' 10' U m 0 m I II ITT ;u ^ M Er i oi to <_ m7- + + C) N Ln O=mZK � -�-I ITT � � � � � 0 -� C) Z t0 PHASES 1 AND 5 HORIZONTAL: =2 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. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 WEST FLOWLINE PROFILE 31.97' 32.13' N CUR EI 00 UILo 30.56' CUR� ON CURVE m°° �1to 00 W 6 0 00 WIN r) m r7 °mom m� rn �a m r') 354.... 20.00' w `� 0) ., r7 _...:...: :.o .:. .................... to .......... .........x.......354 X :.o.:...: :•. :..............N ......354 T' .00 C6 20.00' ro - EX/S71NG GROUND PROFILE ' EX /SANG GROUND PROF /LE 1.0 . . . . . . . . . . . . . . . AT CEiYTERC /N�_ •� I� I 352:........... - - - -- - - - -� _ _ - - -- - M 352 .................. of - -- 10' 20' 20' 1 X %STING GROUND PROFILE WU ............ .. 352 350'...:...:...: .� .....:352 350 : : J � I I ................. LLI :.. k .......... 1. 50 0.419, • � +0.53% +0.20% - - - - +Q.627o . . . . . . . . : . . . . . +0.20% +o.2oq . . . . . . . . . . . .DES /GN fz0W1 /NE.PR0c7LE. . . . . . . . . . . . . . ............. - -- - . . . DESIGN FLOl4L /NE PROf&i. . . . . . . . . . . . . . . 10 +00 . 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE Z V' Q of d W w Lu >of li U w O m I I 1 O. 9 30' 30' 10' 20' I 20' 10' c< Dcj I I 04 II I I i II i I I II 10. N M - -1- -- 12 +00.0 N TlP. 0 +000 co 1 III I i I I II i o 4V:; II I I \ I � 310' I I ( -i 10' 10' II w " m I Z (!1 �I i 17TI X o� ±I =�S - rri SEE SHEET 21 FOR MEDIAN DETAILS 1 (Tl o ' 0 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. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 (48.34') 30.70' ON CURVE I ION CURVET m +o w0 m w l � oi M r- ILo ci c M M co �v 354 ................ x...............354 EXISTING GROONO PROF /LE : 352: . . . . . . . . . . �._ AT CENTERL / NE _ _._ _. ................ 352 350:...:... :...:. (_a5o ...: 350 DESIGN fZOWUNE PROfRZ - - -o ......................... ..............-0.52y........... 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE (48.34') ON CURVE m� w 354 ......................E 352:...:...:... _._ ._ -.- -.J 30.70' * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. ON CURVE 32.13' N CUR EI 00 UILo 30.56' CUR� TANGENT N m mN w Q0 � w Ica oI rn VON ml m UV n w r) � O 30.56' M r o C14 20.00' 354 - . _...;...: 91'35'56" °' N Q -:• � 20.00' 32.13' 92'02'23" 20.72' :.o.:...: :•. :..............N ......354 87'56'50" 19.30' C6 20.00' ro - EX/S71NG GROUND PROFILE 87'55'19" 19.29' . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CFNITR4 1W. .� . I� I 352:........... ±� 30' ' 30 1 ri I of � 10' 20' 20' 1 X %STING GROUND PROFILE WU O CN .. 352 350'...:...:...: . _.- : : J � I I ................. LLI :.. k .......... 1. 50 0.419, • � +0.53% +0.20% - - - - 350 .......................... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DES /GN fz0W1 /NE.PR0c7LE. . . . . . . . . . . . . . . . - -- - 10 +00 - -- 11+00 12 +00 13 +00 . TrP. 3 4 ►I �� EAST FLOWLINE PROFILE � Z V' Q of d W w Lu >of li U w O m I I 1 O. 9 30' 30' 10' 20' I 20' 10' c< Dcj I I 04 II I I i II i I I II 10. N M - -1- -- 12 +00.0 N TlP. 0 +000 co 1 III I i I I II i o 4V:; II I I \ I � 310' I I ( -i 10' 10' II w " m I Z (!1 �I i 17TI X o� ±I =�S - rri SEE SHEET 21 FOR MEDIAN DETAILS 1 (Tl o ' 0 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. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 (48.34') 30.70' ON CURVE I ION CURVET m +o w0 m w l � oi M r- ILo ci c M M co �v 354 ................ x...............354 EXISTING GROONO PROF /LE : 352: . . . . . . . . . . �._ AT CENTERL / NE _ _._ _. ................ 352 350:...:... :...:. (_a5o ...: 350 DESIGN fZOWUNE PROfRZ - - -o ......................... ..............-0.52y........... 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE (48.34') ON CURVE m� w 354 ......................E 352:...:...:... _._ ._ -.- -.J 30.70' * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. .. ............................354 EX/STTNG GROUND PROFILE : AT CENTERLINE .......:352 ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 . . . _ . . . . . . .350 DESIGN f O&JNE PRO 1,1.1 ...................... ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE CURVE TABLE ON CURVE RADIUS 00 UILo U'N TANGENT N m 6 W oi Lo 001M 19.34' r) � O 30.56' 87'32'37" .. ............................354 EX/STTNG GROUND PROFILE : AT CENTERLINE .......:352 ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 . . . _ . . . . . . .350 DESIGN f O&JNE PRO 1,1.1 ...................... ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE CURVE TABLE 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 1 20.00' 30.70' 87'56'50" 19.30' C6 20.00' 30.69' 87'55'19" 19.29' C7 20.00' 30.71' 1 87'58'10" 19.30' U (48.35') 30.69' = J w Q o Lij Q D m w a Zco Z ON CURVE I ON CURVE � Q Q of a °° w '? mlo UJI m Z 11 f ) w oO W IZ W F- Q Q_ l v ....... +1 .............. C) +'............... 354 QZLiJ Q w � M (n U w o m� Q Li 0 } - - - - -' AT CENTERL /NE . . . . . . . . . . . a0� 0 W I I� I ±� 30' ' 30 1 ri I of � 10' 20' 20' 1 X %STING GROUND PROFILE WU O CN ' 3 . _.- 2 CENTERL /NE. J � I I ?-- ( +0.520. . _ LLI II 0.419, 11 N . . . 12 +00.001 350 .......................... - N T _ II- ...................350 - -- - - - - -- 1I 352 :...:...:....... TrP. 3 4 ►I �� , - � , - -� - -- II I ii I . . . . . . . . . . . . . . +6-5277o 0 I I II i i I \i I......... � I I 1� _ ��Ile� , 50 I 1 I W . DESIGN fZOWUNE PROF /LEJI( ml cr Lo 14- OR Ln C4I o SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 a 0 HORIZONTAL: 1 " =50' VERTICAL: 1"=2' NE VBUR'I(STREET CONSTRUCT 0.20 1MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 � U W LL w LL o a U O w o w wW�W �ZLL� Cnmw�Fw -wQFD � O LL z a Z O wc=n=w��Wm� z > �O� ~oz��aiv zww� o¢D w�_ J _ 2 z m w=0 ==w-Cwj Q LL Q w 0 F �a•w��zz�ow� �a00�wQ�cnO a UZO YcU U Qw QW cW s2zz��ooiw ME,-'o U Z x n� uc7��zz� WLLF- UZWpU�m o a�w�°,zoa ZowowQ�oo> �dUauwi ~U) ZOZWWOwOza 0 m QLij=- z�zz0 U S w- Q Q O O w ti Z? m 3 a Z Z 2 U W W O W a2twn >¢Umwu� 50 to W _ z U U Z 0 a = o F- CDw <)z<> z o= _v �_ w= a o Qao = >o�o�� Er W O �' w Q w z mxF-o W W!wom W Q a 2 Z> w d >o mtwn � 5 w O w E w M W O W z � z p¢ m wwVOwz <U) U) r=- �oa�0oxaM N► N w Q X W OD rn M cr cr a. 3 U. O N 3 0 v U"7-- z o co co m � C) _Z 1= W : N �� /J i- Lu c r U 0 a) Q LL (n Z -� Q � m N W 06 W (1) cy) Z w O 0 /) Lu w cn v- O 0 0 `V r L (48.35') 30.69' = J w Q o Lij Q D m w a } ON CURVE I ON CURVE � °° w '? mlo UJI m �' wl00 F- oO o 00 n M W C/) 354. l v ....... +1 .............. C) +'............... 354 0 = w � M 354. ............ .............................. EX /STING GROVMD PROFILE M C CD � X - - - - -' AT CENTERL /NE . . . . . . . . . . . (D � Z N Y 352 ...................... ... ...........................:352 of � Z - X %STING GROUND PROFILE WU O CN ' 3 . _.- CENTERL /NE. J v) ?-- ( +0.520. . _ LLI 0.419, . . . . . . . . . . . . _ . 350 .......................... DESIGN FLOWL/NE PROF /LE ' 39�a ' ...................350 352 :...:...:....... ........... ........ .....352 ........................ . . . . . . . . . . . . . . +6-5277o 0 ................... I......... . ,x.'41' %• f 10 +00 11+00 12 +00 w 350 ......................... . DESIGN fZOWUNE PROF /LEJI( cr WEST FLOWLINE PROFILE � U W LL w LL o a U O w o w wW�W �ZLL� Cnmw�Fw -wQFD � O LL z a Z O wc=n=w��Wm� z > �O� ~oz��aiv zww� o¢D w�_ J _ 2 z m w=0 ==w-Cwj Q LL Q w 0 F �a•w��zz�ow� �a00�wQ�cnO a UZO YcU U Qw QW cW s2zz��ooiw ME,-'o U Z x n� uc7��zz� WLLF- UZWpU�m o a�w�°,zoa ZowowQ�oo> �dUauwi ~U) ZOZWWOwOza 0 m QLij=- z�zz0 U S w- Q Q O O w ti Z? m 3 a Z Z 2 U W W O W a2twn >¢Umwu� 50 to W _ z U U Z 0 a = o F- CDw <)z<> z o= _v �_ w= a o Qao = >o�o�� Er W O �' w Q w z mxF-o W W!wom W Q a 2 Z> w d >o mtwn � 5 w O w E w M W O W z � z p¢ m wwVOwz <U) U) r=- �oa�0oxaM N► N w Q X W OD rn M cr cr a. 3 U. O N 3 0 v U"7-- z o co co m � C) _Z 1= W : N �� /J i- Lu c r U 0 a) Q LL (n Z -� Q � m N W 06 W (1) cy) Z w O 0 /) Lu w cn v- O 0 0 `V r L (48.32') 0 O o 0 O w w w (� w WSW O a = J w Q o Lij Q D m w a } Q ON CURVE � m �' wl00 F- mI� wilco W C/) M L �. U) 0 = w � M 354. ............ .............................. �� co + M C CD � X � O (D � Z N Y .354 of � � X %STING GROUND PROFILE WU O CN ' �Q . _.- CENTERL /NE. J v) ai LLI _AI _.A . _ . 352 :...:...:....... ........... ........ .....352 . . . . . . . . . . . . . . +6-5277o . ,x.'41' %• f 350 ......................... . DESIGN fZOWUNE PROF /LEJI( ............................350 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE � U W LL w LL o a U O w o w wW�W �ZLL� Cnmw�Fw -wQFD � O LL z a Z O wc=n=w��Wm� z > �O� ~oz��aiv zww� o¢D w�_ J _ 2 z m w=0 ==w-Cwj Q LL Q w 0 F �a•w��zz�ow� �a00�wQ�cnO a UZO YcU U Qw QW cW s2zz��ooiw ME,-'o U Z x n� uc7��zz� WLLF- UZWpU�m o a�w�°,zoa ZowowQ�oo> �dUauwi ~U) ZOZWWOwOza 0 m QLij=- z�zz0 U S w- Q Q O O w ti Z? m 3 a Z Z 2 U W W O W a2twn >¢Umwu� 50 to W _ z U U Z 0 a = o F- CDw <)z<> z o= _v �_ w= a o Qao = >o�o�� Er W O �' w Q w z mxF-o W W!wom W Q a 2 Z> w d >o mtwn � 5 w O w E w M W O W z � z p¢ m wwVOwz <U) U) r=- �oa�0oxaM N► N w Q X W OD rn M cr cr a. 3 U. O N 3 0 v U"7-- z o co co m � C) _Z 1= W : N �� /J i- Lu c r U 0 a) Q LL (n Z -� Q � m N W 06 W (1) cy) Z w O 0 /) Lu w cn v- O 0 0 `V r L 00 �O w M _> U O� W CJ o- dam, 0 � LLJ (Y 0 LL 0 O o 0 O w w w (� w WSW O a = J w Q o Lij Q D m w a 00 �O w M _> U O� W CJ o- dam, 0 � I N W Z N 0 / (n C7 W N DATE 11120/2014 N PA JOB No. 14 -2772 / SHEET 0 w E II N l l OF 21 SHEETS Z � } Q � w F- W z W C/) Q U) � = w � W 0 Q � cmn � O (D � Z N Y of � � o WU Lu �Q co �W J v) LLI I N W Z N 0 / (n C7 W N DATE 11120/2014 N PA JOB No. 14 -2772 / SHEET 0 w E II N l l OF 21 SHEETS CONSTRUCTION NOTES 01 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. 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) ❑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 <> 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. co� EXISTING UTILITY POLE Os SEWER MANHOLE (D SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN -- -''- EXISTING EDGE OF PAVEMENT U 0' D_! CURVE 0�0 U)W p LO DELTA +O 50 r ° °+ r+ 0 + 78'45'02" X51 0 J U- X '52 L'-� N`° W // 36' ` + N+ of oo j z �m rnoo 0 m O + 2 3p / I 18' 22' 12' 226 � ^ alo C o co� °' CL In i 10+00 00 / I 2 � N �' 1 ' 12' 22 8 1 a 3 N In 70 +�, M N 71 72 73 J 74 1 1� Z 2 TYP. J � � W F_4 9� / © _ _ I - f S7g_20'45" 1 ® / l 30' ° J in } J + + a n �'2 9s / / o o �- 12 / i 2+ ® _ _ 3° _ `` = _ ° `� I -1 � w � °_ r TYP. 3 1 1 � 2.12 _ _ - a = 30' v LL ° - p `�' N Q1 30' 30' 1 U n 'n , i 30 W Z J I Q 1 21 2 - �� _ 30 0'4 _ _ - SEE 20 3 5 "W 30 5 _ 2 6 TYP_ _ _ _ - - _ _ NOTE p _ 1 1 0 _ -b _ _y 0 2 _ _ = 14 12 +95.63 SEE NOTE „A„ - =°., �� 5� �- - - 15 15 +50.11 0 0 19 C11 1 C11 - � u _ 3n /N 3 30' - _ ® - - - - • - }- - - ---T- _ _ - - 18 o c)t 1 1 v' r / - v 7 /N 3 6 T`P �_ 5 Q -3 5 I16 -- �� 1 cn 1 C o 1 N Z-' / ± 6 U ° 30' 301 - ' ® _ - - - - - - "' _ 30, 30 ' Ir cv ° ® - - - - r 26, 0 5 `n v N >- ° ! 30' 30' 2 0 26 1 g' 8 1 a + U ec) oc j C', ( 18" 18 1 61 N m � W - 4 J N (n w I 0 30' 30' � < � � r- co U ' 1 II � I II °' cwn II 6 5 t!1 a r� 3 = Q Q Z 10' 20' 20' 10' °° z rn N m ro ! r-0o = _ = W o: �' z + 66 o +I N+ o_ + 0 a_ u 69 to I W o w �owOJ z io `� II `n W (-- N rn 6Oi O) NW ± + M° 3 oM Q W 110 ��'a + -I -_r_ �.-LL w:w + ^ + 2 F4 00 000), 00_j c) 7 m Z Lt1 O� + + + E �.LJ _ coff_ 0112 � `�� 3 ` Ui nnJ U-) NOTE "A„ 0 Q W r= '-= 3 INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER W Eli PHASES 2 AND 5 AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SUNNINGHILL AVENUE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT oM 35.00' 48.11' 78'45'02" 28.72' C2 35.00' 13.70' 22'25'35" 6.94' C3 84.00' 181.21' 123'36'13" 156.67' u La 20.00' 31.42' 90'00'00" m / �L 20.00' 30.96' O+ 19.55' C6 1705.00' 582.01' CD �� Q v! �I r7m cDUF- N J + a W COM N � rW W 07'09'14" X '52 L'-� N`° W // 36' ` + N+ of oo j z �m rnoo 0 m O + 2 3p / I 18' 22' 12' 226 � ^ alo C o co� °' CL In i 10+00 00 / I 2 � N �' 1 ' 12' 22 8 1 a 3 N In 70 +�, M N 71 72 73 J 74 1 1� Z 2 TYP. J � � W F_4 9� / © _ _ I - f S7g_20'45" 1 ® / l 30' ° J in } J + + a n �'2 9s / / o o �- 12 / i 2+ ® _ _ 3° _ `` = _ ° `� I -1 � w � °_ r TYP. 3 1 1 � 2.12 _ _ - a = 30' v LL ° - p `�' N Q1 30' 30' 1 U n 'n , i 30 W Z J I Q 1 21 2 - �� _ 30 0'4 _ _ - SEE 20 3 5 "W 30 5 _ 2 6 TYP_ _ _ _ - - _ _ NOTE p _ 1 1 0 _ -b _ _y 0 2 _ _ = 14 12 +95.63 SEE NOTE „A„ - =°., �� 5� �- - - 15 15 +50.11 0 0 19 C11 1 C11 - � u _ 3n /N 3 30' - _ ® - - - - • - }- - - ---T- _ _ - - 18 o c)t 1 1 v' r / - v 7 /N 3 6 T`P �_ 5 Q -3 5 I16 -- �� 1 cn 1 C o 1 N Z-' / ± 6 U ° 30' 301 - ' ® _ - - - - - - "' _ 30, 30 ' Ir cv ° ® - - - - r 26, 0 5 `n v N >- ° ! 30' 30' 2 0 26 1 g' 8 1 a + U ec) oc j C', ( 18" 18 1 61 N m � W - 4 J N (n w I 0 30' 30' � < � � r- co U ' 1 II � I II °' cwn II 6 5 t!1 a r� 3 = Q Q Z 10' 20' 20' 10' °° z rn N m ro ! r-0o = _ = W o: �' z + 66 o +I N+ o_ + 0 a_ u 69 to I W o w �owOJ z io `� II `n W (-- N rn 6Oi O) NW ± + M° 3 oM Q W 110 ��'a + -I -_r_ �.-LL w:w + ^ + 2 F4 00 000), 00_j c) 7 m Z Lt1 O� + + + E �.LJ _ coff_ 0112 � `�� 3 ` Ui nnJ U-) NOTE "A„ 0 Q W r= '-= 3 INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER W Eli PHASES 2 AND 5 AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SUNNINGHILL AVENUE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 48.11' 78'45'02" 28.72' C2 35.00' 13.70' 22'25'35" 6.94' C3 84.00' 181.21' 123'36'13" 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' C11 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' 13'19'49" 199.24' C15 35.00' 37.79' 61'51'18" 20.97' C16 42.00' 188.30' 256'52'58" 52.91' C17 35.00' 8.18' 1 13'22'59" 4.11' 52 60 CD Z II'�? 0s _j W c O+ I CD CD +NIU a NLJi � 'N HORIZONTAL: 1"=50' VERTICAL: 1"=2' U ° - LLI LL 0EL- WOtn w O W m p J Z U 0- W° w Z ti cwnmLL1 WQr o �J` FH-L>L LL, I< cnozwmwo (n LL Z C/) J ~ Q O Z to c/5 U WOf S -jO =�ZM w Q co w=O=LZ�cnc�Qt� Z N U� � M cur) tLLi p � W ° Z a F Q F o QLp- �?�:oz> -Lu C/) z a% z z 0 c?�oou,00 Boa W W }> p U Z 2 U) m Q� ZU�o -0 WLL ~Z- W' °CnF-- 00?i,QQw°wZOG pFZ�O_Cn JOZ> zw9 0 W QF-00 C6T8'�mLL z °a D a � wpLLUz 0H?Z ZwO 4wW uWOwQU w 0zZo� Q E WO> 0-1 O ¢ O LL 055 0w0 LL vy0L� Zz -Q � 0 w O LL o~ L5 LL, � = Cw. > J O' C7cnWS�ZQQO w p Zp =Ucnw= � �zF - = >pJp n� om�wwtu =wpm Q o W W In J H W ° LL Z Co m Q (n m W O 0 Z -,? zp Q m W w U _j LLI W Z a w r U) HF=- cm- HL)omQ2 ........................... ...................... . .................................. . ...... . ...................... . .................... . .............................................................. I ............. ................. 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 48.11' Z 30.96' CONSTRUCT 0.21D I MIN. TYPE 'B' A.C. PAVING OVER ON CURVE ON CURVE ON CURVE N CURVE ON CURVE 0100 _ U10 m 0.40' MIN. CL -ii AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. 11 of _ _ n ri��'.�IlIr�u� ,J mUi� O�I O cpU 00cfl0 wz pZ to m W i� 6 - N tD pZ - ° M O W �- _ - tn� �t m� 00 rr) Om o0 00 M rrj0] d �� 00 W a0 m 00 NW O� O0 00 00 00 m Cn Cn.:.ldi IOW t7i rNj N Z O J Cli � cam�11'"t 6"j � It � p'o C� m Q� O I d r _ - - to _ + O), M W w - - Yom_ +0 N> O M r� +U r� M r7 00 N +Oi M O) M r7 O r7 M M r- 00 + = O = r7 +Ui II II +° +r +0 wj CONSTRUCTION NOTES 71 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') ❑ 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 II t!w OO;z O 06, J O0) , I 0 +;2 cv o U- 52 CD _+ st n N m 30 N ' 30' _j n T) tn U I- I tn W N N 60 w U- W II`nlz C/) °001 j o ±'U + I- N U_ 59 U -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. cDb EXISTING UTILITY POLE Os SEWER MANHOLE 0 SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - -f�� -- -��- EXISTING EDGE OF PAVEMENT 53 N 54 N +- + u r 0 0 30' 30' 30' r- __ 6 ITYP __ -- mli dl �! co1 �I + 0 to +� N n J N 55 X v7 0 22 _ 213 = - -_ �,'J a N 24 +01.7 30' 301 -_y _LJ r co o o N r•j CJ.J N '_< O N + OD U' 58 57 m J 0 cq 00 n + r7 N J l.� PHASE 5 INS �' 30' - U rn' w CL 56 Ln CD t\ + M N JI11 SUNNINGHILL AVENUE CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 z II II 1 w cn z' o -.4-00I CC! O0 N 0 (n Ln ++ C6 NN i LJi LJi ''. U 3 HORIZONTAL: 1"=50' VERTICAL: 1"=2' .............................................. ............................... 21+00 22 +00 23 +00 24 +00 25 +00 SOUTH FLOWLINE PROFILE 2 Z z ry 0- Ld > H J - Q �- w m 0 a- C) °o Y w U ° �o O > o+ + m H V 1 30' I I 30' ' II II I 110' 20' 20' flo ' I I I II 3 TYP. 2 Q N / I� N ( ------ -- - - -- N - _ N1 91_W 11 N - 12 10 +00.00 12 +25.00 I p I 1 1 r,,N �I I 11 WIr- o? 30' EXISANG GROUND PROFILE AT CENTERLINE DELTA U 0° mU,w 0a; °' 11 to zN - -'m U-) 00 Ln - -- -- - 199.24' C3 I d - - - - - -- -' 235.50' - - ON n o006 0000 nn 12'05'04" 352 - : - +~ - -- -- -�Q -- - - -- - - - - - -- 61'51'18" 00i + �( Mo I L6C +J II II b- � 256'52'58" . C6 35.00' ...................... . . . . . . . N .� NU D_ .352 20.00' tD 20.00' 31.99' 91'37'57" 20.58' N 20.00' OW z 0 88'45'59" 19.57' olj 33.00' 27.16' 47'09'23" 14.40' J LL _ . 1 201.08' 1 274'18'46" 38.95' + .............. ............................... .... ... o. N 350:...:...:.. . :...:...:...:.. .:...:...:...:...:... :... :...:. :...:...: :350 ............................ 020% ... DE57GN fZOWLINE PROfILE _ _ -0.34% -0.34% 348 ....................: ............... . .348 21+00 22 +00 23 +00 24 +00 NORTH FLOWLINE PROFILE o Ii W pz J Ln Lo 0' EXISANG GROUND PROFILE AT CENTERLINE U m m 0 U 10' 0-- m oo _ - - _ _ _ - - 11 n- Ln oo �ns� 0000 02M _ -- - - -- - - fig' _ O� �mMM 352. - - - F-- � - _- - --- -- - - - - - -- co M M ^ U + J _j __j LL LL. 352 ...� ............... ...................... +...... N +� ..........0 cV �� Or In O w Z CD J LL. li .-, .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 ............. ...:...:...:...:...:...:...: ...:...:...:... :...:...:...:... :350 ...................... - 0.2Q9� DESIGN fZ0WJNE PRORLE� -0.20% - 0.20% 348:...:...: ................................... ............................... . 1348 .............................................. ............................... 21+00 22 +00 23 +00 24 +00 25 +00 SOUTH FLOWLINE PROFILE 2 Z z ry 0- Ld > H J - Q �- w m 0 a- C) °o Y w U ° �o O > o+ + m H V 1 30' I I 30' ' II II I 110' 20' 20' flo ' I I I II 3 TYP. 2 Q N / I� N ( ------ -- - - -- N - _ N1 91_W 11 N - 12 10 +00.00 12 +25.00 I p I 1 1 r,,N �I I J T_ U J w m = W H o 0 Z Z W O -W= o+ + Z > (n Q w SEE SHEET 21 FOR MEDIAN DETAILS 0 PHASE 2 HORIZONTAL: 1 " =50' 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. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 31.42' 47.12' ION CURVET ON CURVE 0:: n 0'.O c�� m w; EX /S77NG GROUND PROFILE - m j w o o 1 AT CENTERLINE I ro o I to - - - - -- - - o °+LLff -- -- - -- -- - r-- M .''2i - 352 .............. +. ......352 o fj. 350' ...:...:.............. cjj OW +...:.......:350 DESIGN fZ0WINE. PROFILE. .................. ............................... 348 ........ :........................................ 348 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE 31.42' 47.12' ION CURVE ON CURVE m l M w CO EX /SANG GROUND PROFILE m M w l O AT CENTERLINE ci ° IM O M -.- - - - - - -- - -O M - �'Zi - - cD 352..........1..... ...... ............................352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350:...:... :............ :350 +0 73% DESIGN fZOWL /NE PRORLE 348........ : ............ ...........:................348 ................. ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U O 0- 3 W 0)0) N N r r- N N + + 0) J � J L� 63 U II a �! cr ar.0 rn +I + OI a w III N CnLo O? �O +� Li O-LL� 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. i °DIw U W c6 clq CURVE TABLE I' 30' 1 30' 10' DELTA TANGENT I I I I IAA I 13'19'49" 199.24' 10' 20' 20' 15'32'52" 235.50' C3 J T_ U J w m = W H o 0 Z Z W O -W= o+ + Z > (n Q w SEE SHEET 21 FOR MEDIAN DETAILS 0 PHASE 2 HORIZONTAL: 1 " =50' 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. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 31.42' 47.12' ION CURVET ON CURVE 0:: n 0'.O c�� m w; EX /S77NG GROUND PROFILE - m j w o o 1 AT CENTERLINE I ro o I to - - - - -- - - o °+LLff -- -- - -- -- - r-- M .''2i - 352 .............. +. ......352 o fj. 350' ...:...:.............. cjj OW +...:.......:350 DESIGN fZ0WINE. PROFILE. .................. ............................... 348 ........ :........................................ 348 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE 31.42' 47.12' ION CURVE ON CURVE m l M w CO EX /SANG GROUND PROFILE m M w l O AT CENTERLINE ci ° IM O M -.- - - - - - -- - -O M - �'Zi - - cD 352..........1..... ...... ............................352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350:...:... :............ :350 +0 73% DESIGN fZOWL /NE PRORLE 348........ : ............ ...........:................348 ................. ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U O 0- 3 W 0)0) N N r r- N N + + 0) J � J L� 63 U II a �! cr ar.0 rn +I + OI a w III N CnLo O? �O +� Li O-LL� 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. i °DIw U W c6 clq CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1705.00' 396.68' 13'19'49" 199.24' C2 1725.00' 468.10' 15'32'52" 235.50' C3 1745.00' 368.04' 12'05'04" 184.71' C4 35.00' 37.79' 61'51'18" 20.97' C5 42.00' 188.30' 256'52'58" 52.91' C6 35.00' 8.18' 13'22'59" 4.11' C7 20.00' 31.42' 90'00'00" 20.00' C8 20.00' 31.99' 91'37'57" 20.58' C9 20.00' 30.99' 88'45'59" 19.57' C10 33.00' 27.16' 47'09'23" 14.40' C11 42.00' 1 201.08' 1 274'18'46" 38.95' 2 U Z ^ z vQv I. f Q a_ J > Q U Q m 0 � < N Y L' U w c' � O + � �- m u vI 1 1 'I � 74 if I I z I c N I� I m 1 II N 12- - - - - -- - -13 -41 I lil ie N31'50 41 W N _ (( 11 +75.441 O _ - - -- - -- 14 +00_44__ III © 1 M N co - - ' \ \ III z ^ Ir w 3� Iri I l l t 1 1 I1 � 'I III I Lu m IL 1 51 11 11 I I I I I I 11 I �� 1 _ J w m Ln Z W M N m ZZJ + + Z > W � •2 Z (n SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 AMBLESIDE COURT * - CONFIRM ELEVATION CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER PRIOR TO CONSTRUCTION. 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. 352 K1 -191 COMPACTED TO 95% MAX. DENSITY TI 4.5 R =44 U 30.99' 31.99' 46.01' 0 Q_ ON CURVE ON CURVET ON CURVE 11 0_ U v IIU�� It\ tD cr 3 m Cr N (y) W U cn U M U't U l oo U^ U 0' a 0 °'0' o m orn Li of m 6 wi m m 0 w Ln � o r) Ln "� M "� M '� 1 M EXISTING GROUND PROF &E Lq Lo N r; o`n tDI AT CENIERL /NE c".'............ + .. �o... - - -- "' - - - # -_ -:- - - - -- - ....... +' . - - e. . J -r -- - 04 M LL. 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I . . . . . . . . . . . . . . . . . . . . . . . . . . 348 \ .............: ......... ..:...:...:...:...:...:...:...: ...:...:...:...:...:...:...:348 .................................................. ............................... 10 +00 11+00 12 +00 13 +00 14 +00 z WEST FLOWLINE PROFILE a z � o � U 30.99' 31.99' 46.01' ON CURVE {ON CURVE ON CURVE Illy UI�t IIUIr- � � �;� of o o! c 0_ ^ w = o- N 0'w�7 Urn U.aO U oo Urn U U cr 0_0 O 0 maj WI�m!6 W of mc.r w N `� L`rn°' M ►'� I M i ':' M EX /SANG GROUND PROFILE LNn L°n ,`"� CD M r o+ +I ui co AT CENTERL /NE ._, - _ �" _ 352... ........... + _� -- - - - -y+ -._ �.--- .- . - -.- -- - - -- - -.: M .......3 - -- -�= -- af L4 350: . . . -0:25 J - 0 :350 %) +00% 5. . . . . . I � 20.25 2 -O +0.53% DES /GN fZ0{f'L /NE PROF/LEJ DES16W fZOWL/NE PROFILE .. ............................... ....... .................. ........ . 348 ........................: .............348 ...................................................... ............................... 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE �I N uj �T W o 0 0 0 o W o Z w a Z w J 2E W LLJ L) LL w c a o a 00 � , Q N a � v U �' sl9 3d V J z � � O U U) W W W Z (n w � W Z J Q W pp _>2i W a.< Q _j 1 > 0 ' =W w CL z ., Z> Nz - z iii 0 c wU 0 � z K W Q CL IL. LL- .N 3 U I H Ln N L7 Z N 0 0 w CN o c DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET ;_ > 0 Q E N OF 21 SHEETS 348 ........................: .............348 ...................................................... ............................... 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE �I N uj �T W o 0 0 0 o W o Z w a Z w J 2E W LLJ L) LL w c a o a 00 � , Q N a � v U �' sl9 3d V J z � � O U U) W W W Z (n w � W Z J Q W pp _>2i W a.< Q _j 1 > 0 ' =W w CL z ., Z> Nz - z iii 0 c wU 0 � z K W Q CL IL. LL- .N 3 U I H Ln N L7 Z N 0 0 w CN o c DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET ;_ > 0 Q E N OF 21 SHEETS CONSTRUCTION NOTES 71 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. 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') ❑5 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 57 co Q � �- 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 U 11 >-;(n �I d 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. Z ml 30.96' 00 Q C2 0 0 o M W zm OIII O +'� Lo (WnI> 00 6.94' o+ 4 Q,U CD o+ ° a- � + U �� d 0011 L) rnd wlo> + ± m r L) N C? 0 > cD U) d t' r J U-) 19.97' rj 001 W C n s1'. Lo � f_% n ! PHASES 4 AND 5 J CV J = W I- :D W Z Z W Lti :c Z > U) LLI (ZaW 0 U m� i 00 i C� 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. DOWNHAM AVENUE /_4ilik.' HORIZONTAL: 1"=50' 1 VERTICAL: 1"=2' WEST FLOWLINE PROFILE 42.70' 100' VERTICAL CURVE 30.96' 0:: _ON CURVE >-> rn ON CURVE U r U O) > m p o O U N O' N7 m l� W Qj m r m N M `J W aj m c6 W c6 Lo O N Z U U ih Lo M 00 a t� O IO < W >> M a� D_ U O cO I j . . . . . . . . . . . . . . . . . . . .O. . . . . . . . . + . O . �. N NI. . CL 352. - - - ± EX /STING GROUND PRORL£• AT CENTERLINE 352 ........ j _........ _ - - -- - -• -- -- - -1_ -- . . z 0 z +0.20% ' 350 :............. ...... � _.. _. ... +a.ai% ..... ._ �.�r� .................: . :350 DES /GN FL 0{K /NE PROf1LE .............................................. •11q. -2.527, 348........: . .. :348 .............................. ............................... 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE O U 2d co \ 10 +00.00 59 5 - - - -- v %� Cr 6 TYP. - - G�' 42-70' ON CURVE 1 2 CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER RADIUS 5 DELTA 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. 20.00' 30.96' COMPACTED TO 95% MAX. DENSITY 19.55' C2 0 0 TI =4.5 R =44 69'54'06" 0 0 30' 30' v 100' VERTICAL CURVE 30.96' 30' 6.94' C4 I � >! V\ TYP 6 O� N CURVE - - - - - - U W 0_ to co U �� d 0011 L) rnd wlo> E; U O m m L-3 0 m L) N C? 0 > cD U) d t' r U m � U r- W. 19.97' - ?i ------------------- O) --- �o0 � r Lo M c0 N O 0 o 00 oO 0 QOj t•7 M K)OcO +00 L V) z =g u u m L0 00 M 15 0 O 0 _+ 41 O M CL W a:0 't 0 a- O 1 L6 (o F-F-oaF-00Of<M + . . . . . . . . . . . . . . . . . . . . . . . . . .+. O_ . o . f . . > t1) u� & . . . f N . . . . . . . + N . . . . . 1. . LL: I J �` - - ---- - - - - m 0 . .......... o ................... 350 : 352 L) .........................:..... v 1 + :.. EX1577NG GROUND PROF /LE AT C- NTERL /NE 352 - ................... 52 `� ............. r _._.I._....... co ................ ............ ............................... L) W ..9.... m W I- 348 :................................................................................. DES/GN FLOWL /NE PROF/L£� ............................... ............................348 �2 U > W 9 +00 CD .......... .............. 15 +00 16 +00 ......a..... -- • - - - - -. 17 +00 . -- -- -..... zz (W 350 :...:...:...:. .... +0.23 % -w `. :. _z.r.,g ... :. +0.20 +0.20% . :...: .. ............................... DES /6N FLOIKGN£ PRORI ............ . .. -- - - - - -- . . . . . -2.529,' . . . 348 .............. ............................... ............................348 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE 42.70' 100' VERTICAL CURVE 30.96' 0:: _ON CURVE >-> rn ON CURVE U r U O) > m p o O U N O' N7 m l� W Qj m r m N M `J W aj m c6 W c6 Lo O N Z U U ih Lo M 00 a t� O IO < W >> M a� D_ U O cO I j . . . . . . . . . . . . . . . . . . . .O. . . . . . . . . + . O . �. N NI. . CL 352. - - - ± EX /STING GROUND PRORL£• AT CENTERLINE 352 ........ j _........ _ - - -- - -• -- -- - -1_ -- . . z 0 z +0.20% ' 350 :............. ...... � _.. _. ... +a.ai% ..... ._ �.�r� .................: . :350 DES /GN FL 0{K /NE PROf1LE .............................................. •11q. -2.527, 348........: . .. :348 .............................. ............................... 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE O U 2d co \ 10 +00.00 59 5 - - - -- v %� Cr 6 TYP. - - G�' 42-70' ON CURVE 1 2 1� 3 � 4 RADIUS 5 DELTA TANGENT co 20.00' 30.96' 19.55' C2 0 0 0 C ) 69'54'06" 0 0 30' 30' v 30' 30' u 13.70' 30' 6.94' C4 2 TYP 6 - - - - - O - - - - - - - - - - - - - - - 13.70' CD N 6.94' C6 20.00' 1- 1+ 19.97' - ?i ------------------- - - N89'00'30 "W --a -- --- 1i - - - - - -- - -® - - -o r N Co 0 o � I 0 30' 30' U M N - -- -- -- b < Q O > ° 0 co 15 Q- z W O O 1I B - I 16 +53.09 -I C� - - - - - - - - S I F-F-oaF-00Of<M MN :...:...:... :...: I 30 30 30' I 2 ! o 0 0 0 U U U co c6 06 I� 57 + 56 55 54 Q_ W ORi O � "i r- CO00 o 00 i PHASE 4 J ro U n C6 o0 r__ Ln 53 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 20.00' 30.96' 88'42'05" 19.55' C2 35.00' 42.70' 69'54'06" 24.46' C3 1 35.00' 13.70' 22'25'35" 6.94' C4 84.00' 168.24' 114'45'17" 131.23' C5 35.00' 13.70' 22'25'35" 6.94' C6 20.00' 31.39' 89'55'31" 19.97' C7 20.00' 31.44' 1 90'04'29" 20.03' BROCKBANK AVENUE CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 a -N- i (D HORIZONTAL: 1 " =50' Z VERTICAL: 1"=2' O 0. I U ui - U K) pavw0 w0v� U zUcnw W °`w-l� 7 � cwnmwcnww¢�o W JFSO -r=L}i 0a L co M m ``^^ 07Lo �O OUO vJ ZOW W ¢ =U' �r 0 �wm �¢zcnW; W N W 2 0 S W cn U U� Z _� Q u') r- Lu U) QoaXa��o =z �Co U L' ca Q &o�0�oz' 6 � 7 w 2n �' _j �= u>- >0�?ZS C2nm 26' 26' 18'1118' 18' 8' 0 W ¢z w w W1 0 o ��10oz- 5zpzpw M WLL z -; W z 4�WWo °Q vV Q � p Z Q��m ° =c¢ipc)o F5 0 N ZrajL �OZ¢ 0 W Q I I Till 0 r N Co 0 Q � I 0 30' 30' U np. 3 I I d / 1 - -- -- -- b < Q O > ° 0 co 15 Q- z W O O O ') N 1I B - I 16 +53.09 -I C� - - - - - - - - S I F-F-oaF-00Of<M MN :...:...:... :...: I -- - - - -- - _L �_ _ - �I C I :...:...: 30 30 - I 1 �- - - -- -- - - - - -- - - - -- - -- - - ---- - - - - m 0 . .......... o ................... 350 : . . .... L) .........................:..... v 1 I 30 30' :.. C6 .......:....350 10' 20' 120' 10' 52 `� 51 r co ................ ............ ............................... L) W ..9.... m W I- 348 :................................................................................. DES/GN FLOWL /NE PROF/L£� ............................... ............................348 �2 U > W 9 +00 CD 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 OQU) 17 +00 (W BROCKBANK AVENUE CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 a -N- i (D HORIZONTAL: 1 " =50' Z VERTICAL: 1"=2' O 0. I U ui - U K) pavw0 w0v� f , zUcnw W °`w-l� 7 � cwnmwcnww¢�o W JFSO -r=L}i 0a L co M aQZV ~Z�z�o mm?FZ : >��¢ ``^^ 07Lo �O OUO vJ ZOW W ¢ =U' W Z s... 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DES/GN FLOWL /NE PROF/L£� ............................... ............................348 627. 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 NORTH FLOWLINE PROFILE 31.39' ;�7►I1111 m Loo d-U (ai 1 (D cli U Ln 0- oouj of m 06 �1Mco'o O rl- +� 00p ti . . . . . . . . . . . . . . . . . . . . . . . . . . . O . .. + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to (� W W 352 :............................. PA JOB No. 14 -2772 : - LL ... ................ ....... ..............................: • EX /3'TfNG 6ROUN0 PROF /LE AT C£NT£RL /NE-� - - _ - - - - - - - - - - - - K��t, 00 06 r7 352 350 . . . . . ............................... ............................... . i 0.20 %. ................ . . . . . . . . . . . . . . . . . . . . D£,S7GN FLOiK /NE PR0RLE 348 ........................................................:................................... ..............................0 ............. :....348 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 SOUTH FLOWLINE PROFILE N� W LU z r ' Z .. Q W co 1 W z z U) Q �- w < m x W 0 M� > W o O W it W N 1 U) G w Q U = W z 3: Q �- 0 O z O F MY O 0 O U) w w0 w w = (� W W m PA JOB No. 14 -2772 LLJ w LL w w LL 0- o a � 2 � W > U O� CW.J dy O o af SAP /03d * W LU z r ' Z .. Q W co 1 W z z U) Q �- w < m x W 0 M� > W o O W it W N 1 U) G w Q U = W z 3: Q �- 0 O z 0 U) w 0! DATE 11/20/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETS CONSTRUCTION NOTES ❑ 1 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') 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) 07 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 8+ -C} INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. QQ 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 Qs SEWER MANHOLE © SEWER CLEANOUT © STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 00 U° W f Z 7 w rn Q QD + J Uy 00 J U- W Llw s 30'11 30' v j 10' 20' 20' 10' L'-' U) LO 1 I 27 1 \ 26 i 10 +00.00 11 r°) 12 1 5 13 13 +10.00 5 14 - 1\100.9 -5 "E - -- - - - - - - - - - - - - - - - - - -- - - - - -- 0 5 r,� N 6 TYP. r 77J Uv IJ U U U U N O N 4N 0 + 25 24 23 22 N C 21 N Z 0 w a • wl U O r r J W U, 0001' COI 3 + p+i N to O O O � I }� M 3 50 � 51 LO Y Q W 1- � W LENGTH m m U W = w w z i CONSTRUCTION NOTES ❑1 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. 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') 5� 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 C C L I r c r i Q � W LL, Lu I- i W < V r Q I.0 Of LLJ 0 0 _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. Q. 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 �s SEWER MANHOLE © SEWER CLEANOUT G STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - - - SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT Z 0) �- VI Z 01 m �I LO N I 1 1 I I I I T� I 1 I 1 I 23 --�, cn - m I Y 22 �-�- a�N INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER N W miui 0:: 0) Ln aol U W - Aliw AT PHASE BOUNDARY OF TRACT IF ADJACENT �� ool �� 00 rn + �I(n PHASE IS NOT CONSTRUCTED AT THE SAME W �� cO °' W I•- N �� TIME. REMOVE AND SALVAGE SIGN WITH N U W N ri�l (tip N Q W o + o CONSTRUCTION OF ADJACENT PHASE. N _ _ _r^ u7 J I (f) J c0 Q L� '_^ W O 1� V J r U- I LL W j-- U) U W W Ld < (10 U) PHASES 2 AND 4 -N- HORIZONTAL: 1"=50' CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER VERTICAL: 1"=2' 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. 31.44, COMPACTED TO 95% MAX. DENSITY ON CURVE TI =4.5 R =44 � � 31.42' 31.42' O m 00 W r 31.28' fON CURVE FNC RVEI ON CURVE 0m � uUi= owl '`' � U I N rrj m l � W ! � (0 =' O � C4 L) N 00 u7 00 W I = U � UNUN210 N 0p !Qj U�� _ mim wlmml��l�w�� r�aol,� �-�`° m >I lt) +I c6 IP m � W � n- tCjp�pl d� �' � IM M � r r) FMI +�_ � QO - - - - - - - -N .n rah MGM ��'`� �� 1lI Ln an +I +M �CL -- _-- - - - - -- -. - ------ - - - ±�� -- r +- - - - - -- +I 4!L0 riI ��I ��I EX ISANGGROUNOPROFILEATCENTERLINE �� -- - - - - -- ---- - - - - -. . . . . . . . . . • . . . . . . . . . . . . . -- +�- -__T iwi -� _ - - ._.ciN- - - - - -.- -r. - -. . - - . __ :_ - -- -- - _- - - -.- +Q -__ - :...:...:350 N t\ 2 �'I �� ......................... c� 0 :... :... ... .... ........I.... w� : ...:...:...:...:...:........... 350 .................. .. t 348 _ +0.20% 1 +0.00% . .349:23 . . - 0.22% ' _ . . y % 349.10 a . k 99q'b : +0.20% 348.76 . . . . . . . . . . • DESIGN'FEOWLINE PROFILE 20% +0.20% +p.62io . . . . . . . . . . 348 :.......:...:. +p,5;�o . . . . . . +. . . . . . . . . . . . . . • \-DfS1GA(-fZOK1Nf PROFILE . . . . CROSS- GUTTER . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . 3 N ......... ..............................: 4 u►O 22 00 00 .............. ................ ...... 3+ uj . I ......... 17 +00 18 +00 19 +00 20+ 00 21+00 + axi 346:...:...: ............. 15+ 00 ....................... 10 +00 11 +00 12 +00 13 +00 14 +0 FLOWLINE PROFILE 31.39' NORTH 44, ON CURVE 31.55' ON CURVE U � UiN �ml� r m M 00!!M to + l 11 0) (0 an m ab m an 1-1 11 W I m 4- , U` 00'o 00 'R) I(n C)IO� +2 M 10, 31.39 31. FogN CURVE I ON CURVE I U10 U,m oc� to �� M }rn)N m� w� ro 1001= UI� U! U WIN QF-Ir m orn wlrnm�rn !rn m,Z,,�� C3 (Mf)C�OI� � M M NIA >iM + NI C3 OI QO1 _ _ - - - r�IM N 0- - 'N + -- - - - - --�I -------- -�E-�- rtDr� - - -- LO M EX ISIINGCROUNDPROFILEATCENTERLINE (° ��I ------ - - - - -- -- - . . . . . . . . . . . . + �I - - -- - -� -. �W� -- -. - . -. - -. . . - - - - - - -- -- -_ __ -- - - -- -- +�! 3 ............ -- rQi. . -• ................ : =F :...:... :...: . . . . . . . , . • . • ' , . � ' - ' . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . 350 .................. +0.26% =0.23% 1 ... +0.267 ......................... 0.22%' ............................... . . . . . . . . . . . / FLOiKINE PROFILE . . +0.32% . . . . . . . . . . . . . . . . . DESGN in 91 % �0Eslnv' f Z 0 At INE PROFILE . . . . . . . . . . . . . . . . . . . . 348 ti le. I 0- Ul U- 9 iu O O O O y LLj O � w w a z � m 0 Z w W 1 o W�ui °�Q LL a_ DIM q- ado an > U LLj w 3 _ U O E/ 03d (n (fl Z I LLJ Z C/) Lij < W 1: 2 � O W ~ wv �Q d Q cli 3 cn r7 U w z w Q z J 2 Q Z Z Q 2 U) N W z r O % �n CD w FDATE 11 /20/2014 N JOB No. 14 -2772 V) SHEET E 0 Q E i N N OF 21 SHEETS CURVE TABLE U o °�o WOO U _i CURVE RADIUS LENGTH DELTA TANGENT z W w z o O _ C1 20.00' 31.28' 89'36'13" 19.86' w w w w w a F o Lc 'n = z W _ } o - M c� C2 20.00' 31.55' 90'23'47" 20.14' a aQZ°�ZYwoo � `n o C3 520.00' 32.76' 03'36'34" 16.38' c LL F Lu o Z < W 0 C4 500.00' 31.50' 03'36'34" 15.75' , z o W o Q c� wrrx��Zww?Q � Z } 0 N C5 480.00' 30.24' , " 03'36 34 15-12' = o w = w u w a CO C6 20.00' 31.42 90;00'00 20.00' Z w F co in o o w Q> U CD C7 20.00' 31.39' 89 55 52 19.98 a o 0 0 Q w c� V cfl C8 20.00' 31.44' 90'04'08" 20.02' o a a _ o z c/) - a� X C9 20.00' 31.44' 90'04 29 20.03 Q w 0 o 4- U z o ou, °� LL C10 20.00' 31.39' 89'55'31" 19.97' z vi ��0o�n0oo =W cr 0 0 V J Z N inz wW LuMW 0wz>O�ZF Q m N cn0 =aoc9' - -zzW cn_O0m W ,_; Cfl w _ W w~ z 3 0 Z F J o O� Q¢ o Q Z C7 N O w w °rpwwpw¢�z08 _ U) awFQw��ZOa Z N +� M Z � Ulf Lu �°- Oa2mOZZQ � N tD =0w~zav¢OW O O F Zw�F cncnp UzoWF.wWOWLL O N w¢ w] Q U o p CL W�=zQwwacn ^ z O w U O m o F ~ w w= z a Q 0 o a, u-W 1- z o _ � � J O CD < 0 d w w = o Q� � w j w m � m w �LLz Cn - Qcn �>-�1 -(_nw wEw Z m m m O w z J p¢ Q�J.-,wU�CL w w w O< w z u o Z 01 m �I LO N I 1 1 I I I I T� I 1 I 1 I 23 --�, cn - m I Y 22 �-�- a�N INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER N W miui 0:: 0) Ln aol U W - Aliw AT PHASE BOUNDARY OF TRACT IF ADJACENT �� ool �� 00 rn + �I(n PHASE IS NOT CONSTRUCTED AT THE SAME W �� cO °' W I•- N �� TIME. REMOVE AND SALVAGE SIGN WITH N U W N ri�l (tip N Q W o + o CONSTRUCTION OF ADJACENT PHASE. N _ _ _r^ u7 J I (f) J c0 Q L� '_^ W O 1� V J r U- I LL W j-- U) U W W Ld < (10 U) PHASES 2 AND 4 -N- HORIZONTAL: 1"=50' CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER VERTICAL: 1"=2' 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. 31.44, COMPACTED TO 95% MAX. DENSITY ON CURVE TI =4.5 R =44 � � 31.42' 31.42' O m 00 W r 31.28' fON CURVE FNC RVEI ON CURVE 0m � uUi= owl '`' � U I N rrj m l � W ! � (0 =' O � C4 L) N 00 u7 00 W I = U � UNUN210 N 0p !Qj U�� _ mim wlmml��l�w�� r�aol,� �-�`° m >I lt) +I c6 IP m � W � n- tCjp�pl d� �' � IM M � r r) FMI +�_ � QO - - - - - - - -N .n rah MGM ��'`� �� 1lI Ln an +I +M �CL -- _-- - - - - -- -. - ------ - - - ±�� -- r +- - - - - -- +I 4!L0 riI ��I ��I EX ISANGGROUNOPROFILEATCENTERLINE �� -- - - - - -- ---- - - - - -. . . . . . . . . . • . . . . . . . . . . . . . -- +�- -__T iwi -� _ - - ._.ciN- - - - - -.- -r. - -. . - - . __ :_ - -- -- - _- - - -.- +Q -__ - :...:...:350 N t\ 2 �'I �� ......................... c� 0 :... :... ... .... ........I.... w� : ...:...:...:...:...:........... 350 .................. .. t 348 _ +0.20% 1 +0.00% . .349:23 . . - 0.22% ' _ . . y % 349.10 a . k 99q'b : +0.20% 348.76 . . . . . . . . . . • DESIGN'FEOWLINE PROFILE 20% +0.20% +p.62io . . . . . . . . . . 348 :.......:...:. +p,5;�o . . . . . . +. . . . . . . . . . . . . . • \-DfS1GA(-fZOK1Nf PROFILE . . . . CROSS- GUTTER . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . 3 N ......... ..............................: 4 u►O 22 00 00 .............. ................ ...... 3+ uj . I ......... 17 +00 18 +00 19 +00 20+ 00 21+00 + axi 346:...:...: ............. 15+ 00 ....................... 10 +00 11 +00 12 +00 13 +00 14 +0 FLOWLINE PROFILE 31.39' NORTH 44, ON CURVE 31.55' ON CURVE U � UiN �ml� r m M 00!!M to + l 11 0) (0 an m ab m an 1-1 11 W I m 4- , U` 00'o 00 'R) I(n C)IO� +2 M 10, 31.39 31. FogN CURVE I ON CURVE I U10 U,m oc� to �� M }rn)N m� w� ro 1001= UI� U! U WIN QF-Ir m orn wlrnm�rn !rn m,Z,,�� C3 (Mf)C�OI� � M M NIA >iM + NI C3 OI QO1 _ _ - - - r�IM N 0- - 'N + -- - - - - --�I -------- -�E-�- rtDr� - - -- LO M EX ISIINGCROUNDPROFILEATCENTERLINE (° ��I ------ - - - - -- -- - . . . . . . . . . . . . + �I - - -- - -� -. �W� -- -. - . -. - -. . . - - - - - - -- -- -_ __ -- - - -- -- +�! 3 ............ -- rQi. . -• ................ : =F :...:... :...: . . . . . . . , . • . • ' , . � ' - ' . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . 350 .................. +0.26% =0.23% 1 ... +0.267 ......................... 0.22%' ............................... . . . . . . . . . . . / FLOiKINE PROFILE . . +0.32% . . . . . . . . . . . . . . . . . DESGN in 91 % �0Eslnv' f Z 0 At INE PROFILE . . . . . . . . . . . . . . . . . . . . 348 ti le. I 0- Ul U- 9 iu O O O O y LLj O � w w a z � m 0 Z w W 1 o W�ui °�Q LL a_ DIM q- ado an > U LLj w 3 _ U O E/ 03d (n (fl Z I LLJ Z C/) Lij < W 1: 2 � O W ~ wv �Q d Q cli 3 cn r7 U w z w Q z J 2 Q Z Z Q 2 U) N W z r O % �n CD w FDATE 11 /20/2014 N JOB No. 14 -2772 V) SHEET E 0 Q E i N N OF 21 SHEETS CONSTRUCTION NOTES F1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ❑ CONSTRUCT WHEELCHAIR RAMP PER SHEE T RALS REVISED STD. PLAN A88A CASE "A" AND R ® 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') 5� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 ❑ (SEE DRIVEWAY STANDARD OCATION RESIDENCE DRIVEWAY PER DIMENSIONS DETAILCONBS EET 19) ST -4. 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 U! w CL cD ml +I 0I LZ� l 41 i i FL 9 +33.59 \ Q� W uj ui C > W Q U) Q ui w ui 0 U) INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. QQ 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 �s SEWER MANHOLE © SEWER CLEANOUT STORM DRAIN MANHOLE - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - '- - - EXISTING EDGE OF PAVEMENT LL_I INSTALL W- 31(CA) NUN MIN Um'+ -J w"--,llL 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 2 AND 4 ELLA JANE WAY CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY m TI =4.5 R =44 cd CURVE TABLE CURVE RADIUS LENGTH DELTA Cl 35.00' 54.98' 90'00'00" C2 35.00' 13.70' 22'25'35" C3 84.00' 197.70' 134'51'11" C4 480.00' 33.81' 04'02'10" C5 500.00' 35.22' 04'02'10" C6 520.00' 36.63' 04'02'10" C7 - 20.00' 31.44' 90'04'08" zLouOw Q =coo w�= Jvj =2zm ¢ 31.39' 89'55'52" N 17.62' 13.70' 22'25'35" W 197.80' 134'55'14" JCM9 _ t '1 13.70' 22'25'10" r Cfl 20.02' 55.02' 90'04'29" (1) 30.49' 03'38'23" C14 500.00' 31.76' 03'38'23" C15 520.00' 33.03' 0338'23" Y cD W Ld U � ED M (: 0 Q W -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=2' 24 m 55.02' ,�� mi z r ON CURVE 31.44' 31.39' w Q , `n 54.98' ao� �Co CURVE ��j OrN CUR F3 �I�� cwn > NI= ol� wll� 11 L) �w'�� '`� U��n v my wj�� a o ,',,�� - ON CURVE u� _ - - - - � M I I U I r- 11 0 `t rn 0D O6 m � a0 w o0 m oD - - - - - - - ro VIM W O -rm�lt\p - �W�OmO dsY pp� � O� m 'I- M M M M AIM m M� WI +I� - - �, joD l r7 rn I M r7 I M II n U II II rn � - F -mhB - - -- Ie�a -- ��I� rn�I"t oo +I� O' +O CiI ICJ 00 JJ - - - -- - -__- -- -- - - d , o M M +N EXISI7NG GROUND PROFILE AT CENTERLINE +o MI L� rn 4- `� N N -nt �I + +i ° -- -- _- _��_ -___ - - - - - -- ---- - - - - -- I -- - - -_00 0 zo Q :. :...:350 + . . . . � . . . �- . . . . . . . . _ . . . . . . . . . . . . . . . . (D : to o w ' �i' : w wi °I o+� o. . . . . . . . . . . . . . . I. .................. �� w .. ...... 350' ............... ..................: . . . . . . . . . . . +0.24% -0.20% : : O -0.2 - 48 . . . . . . . . . %_o °- •0.5- + 0:24% �DES/GN FL 0W_INE PROFILE - 0.519;` : 3 0 0 . . . . . . . . . . . . . % • +0.20 %. -0 - f . . . . . . . . . . . . . . +0.20% 203 .0:20% +0 26 %. . . . . - 0.26 %J . . . . . . . . . . . . . . . . . . . . . . . . . • +0.20% +Q.62 ESIGN FLOKINE PROf1LE . . . . . . . . . . . . CEO ........... ........... 348' .. . .. . ....................... N B 6 W :...:.......... .........................:...:. :...:...:....34 ...... ............................. .. 0 23+00 0t 21+00 22 +0' ............................... ..: ........ ..............................7 . oo..... 18 +00 9 +00 20 +00 346:.. ................ + 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 PROFILE � NORTH FLOWLINE 4 Q6 M rl� IIU 0l� O W N = 0 0 0- 00 Ii�!0- IIU'im IIUIr`� o0p In OIM -- - UiU III m1lU O IIU ca OmlcD �wi� �c6o6 m� W p� N - -_- U r- CCII� cpUior,M,00 0)Wlao �� = 0600 0 C)re mIMM m O -11-i - - - - & +!M o' 1 w �} +Sn . _� - - W N - - - - n Lai `?� o� F�� qW W r,iaiI 2 6'�Iop Mo M U! 11 � d r) _ - . . . . . -- ��60--------- - - - - -- co+ Ir�> °p;°! �O� M �j _ +NI EXlST1NG GROUND PROFILE AT CENTERLINE �rnl , �'�� LL - - - -- -- - -- - - - - - - ` - - _ ' N �`+ OI M col +O co+ +M \ N� I M � + M- - + I - -- - - -- � � - -_ - - - -- - - - N J 00 _ �_ _ N `` :350 LLJ . .+ �I - Z 2I � .. . . . . . . . . . . -I J co C-4 Li 1. w i w w CD - = 350:. :....... ........:...:...:...:��.I�...:. : : .'i z :...:...........:........ . I. I. . . . . . . I . . . . . . . . . . . . . . ' . +o.22% 70.20% j . . +0.20% . -0.26% ±0.22% - DESIGN fZ0KINE PROfZf +0.20.% +0.20% : -0.20 -0.20% :................ .............. . . 0 25% \-DESIGN FLOWLINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.33% : :...:...:...:348 348 :.. +. . .... .............. h ,V �w t J D x �a I p a 3 0 U " ui O 0 O o n. W O W= o w co z J W w W Lu F- UJ LL a o a 00 ado N M > U w_ ui Of vo 0��5/032I CD (n Cfl Z J � I- W Z (n ui W = 0 ().000 O W ~ wvry w �- �Q Q> W Z Q Q J J W C- N � I' Z N 0 U) W N DATE 11/20/2014 N PA JOB No. 14 -2772 U) SHEET E 0 18 Q N �%� OF 21 SHEETS U O n �aUp wmcJ U z��w wz�r z O TANGENT w �m=ZF= }p° wJF0��;l- a �� co 35.00 6.94' d Q Z U Z K w 0, o w=¢z�owmcn� .. c>3 Q0 202.06 cn� ~�OzJCncn�? uj C L p r 16.91' zLouOw Q =coo w�= Jvj =2zm ¢ Z_ >- O 't' N 17.62' F�JZU�w ol�°=m.L2L, W c� 18.32 O LL ° - z�w� °moo � ia - 0Z�cncwi' ¢azz��=wZ _ t '1 > U r Cfl 20.02' Oa1¢� rF- (1) N X 19.98' Qo�wU -�ozmw 0 Q 6.94 viww°wz�mz° (� LL 202.40' �� °o ° =W cn Z 6.94' oWZW0�W��o Q m N 35.05 c =apoo"gzzw 15.25' Q��ozwoO°m oo�Q § W °oZ> 06 Z a) c') °. 15.89' Q�o��=�o�° �/ _ C7 U) c~v 16.52 w�awr�n o ViawwwLLwo °zQ Z W cn Oaoa2OpzZp Ljj N v=pw� =a)aow -?m?i I- 1 N I..L� O O c0 ;L~ ZZZU c�Z °w ~wwO w- w 0 a� O co Z°L UCnw �LLJw1.. = Q�owoo[L Q -ww ' w U>j J 0, � 01/)=zO° Q C o w¢ LL Z ° =, -, w W w- J o m wQ°2zw !w --<lc0 DLLI _j W U f a> F- w w U o w z Q') r u) cl) -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=2' 24 m 55.02' ,�� mi z r ON CURVE 31.44' 31.39' w Q , `n 54.98' ao� �Co CURVE ��j OrN CUR F3 �I�� cwn > NI= ol� wll� 11 L) �w'�� '`� U��n v my wj�� a o ,',,�� - ON CURVE u� _ - - - - � M I I U I r- 11 0 `t rn 0D O6 m � a0 w o0 m oD - - - - - - - ro VIM W O -rm�lt\p - �W�OmO dsY pp� � O� m 'I- M M M M AIM m M� WI +I� - - �, joD l r7 rn I M r7 I M II n U II II rn � - F -mhB - - -- Ie�a -- ��I� rn�I"t oo +I� O' +O CiI ICJ 00 JJ - - - -- - -__- -- -- - - d , o M M +N EXISI7NG GROUND PROFILE AT CENTERLINE +o MI L� rn 4- `� N N -nt �I + +i ° -- -- _- _��_ -___ - - - - - -- ---- - - - - -- I -- - - -_00 0 zo Q :. :...:350 + . . . . � . . . �- . . . . . . . . _ . . . . . . . . . . . . . . . . (D : to o w ' �i' : w wi °I o+� o. . . . . . . . . . . . . . . I. .................. �� w .. ...... 350' ............... ..................: . . . . . . . . . . . +0.24% -0.20% : : O -0.2 - 48 . . . . . . . . . %_o °- •0.5- + 0:24% �DES/GN FL 0W_INE PROFILE - 0.519;` : 3 0 0 . . . . . . . . . . . . . % • +0.20 %. -0 - f . . . . . . . . . . . . . . +0.20% 203 .0:20% +0 26 %. . . . . - 0.26 %J . . . . . . . . . . . . . . . . . . . . . . . . . • +0.20% +Q.62 ESIGN FLOKINE PROf1LE . . . . . . . . . . . . CEO ........... ........... 348' .. . .. . ....................... N B 6 W :...:.......... .........................:...:. :...:...:....34 ...... ............................. .. 0 23+00 0t 21+00 22 +0' ............................... ..: ........ ..............................7 . oo..... 18 +00 9 +00 20 +00 346:.. ................ + 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 PROFILE � NORTH FLOWLINE 4 Q6 M rl� IIU 0l� O W N = 0 0 0- 00 Ii�!0- IIU'im IIUIr`� o0p In OIM -- - UiU III m1lU O IIU ca OmlcD �wi� �c6o6 m� W p� N - -_- U r- CCII� cpUior,M,00 0)Wlao �� = 0600 0 C)re mIMM m O -11-i - - - - & +!M o' 1 w �} +Sn . _� - - W N - - - - n Lai `?� o� F�� qW W r,iaiI 2 6'�Iop Mo M U! 11 � d r) _ - . . . . . -- ��60--------- - - - - -- co+ Ir�> °p;°! �O� M �j _ +NI EXlST1NG GROUND PROFILE AT CENTERLINE �rnl , �'�� LL - - - -- -- - -- - - - - - - ` - - _ ' N �`+ OI M col +O co+ +M \ N� I M � + M- - + I - -- - - -- � � - -_ - - - -- - - - N J 00 _ �_ _ N `` :350 LLJ . .+ �I - Z 2I � .. . . . . . . . . . . -I J co C-4 Li 1. w i w w CD - = 350:. :....... ........:...:...:...:��.I�...:. : : .'i z :...:...........:........ . I. I. . . . . . . I . . . . . . . . . . . . . . ' . +o.22% 70.20% j . . +0.20% . -0.26% ±0.22% - DESIGN fZ0KINE PROfZf +0.20.% +0.20% : -0.20 -0.20% :................ .............. . . 0 25% \-DESIGN FLOWLINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.33% : :...:...:...:348 348 :.. +. . .... .............. h ,V �w t J D x �a I p a 3 0 U " ui O 0 O o n. W O W= o w co z J W w W Lu F- UJ LL a o a 00 ado N M > U w_ ui Of vo 0��5/032I CD (n Cfl Z J � I- W Z (n ui W = 0 ().000 O W ~ wvry w �- �Q Q> W Z Q Q J J W C- N � I' Z N 0 U) W N DATE 11/20/2014 N PA JOB No. 14 -2772 U) SHEET E 0 18 Q N �%� OF 21 SHEETS CONSTRUCTION NOTES F-11 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. F3 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') 75 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) 07 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 12 HE 17 t� N pLoj + + N `t CEO. + + JI M _j 13 _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. ca EXISTING UTILITY POLE OS SEWER MANHOLE © SEWER CLEANOUT OD STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT Al TYP- 6 N J 1 O c Vv 1 11 +97.34 ® .5 + m w a II M F) rN4- COD nj + + + J J PHASE 2 d' RADIUS U a_ W ON CURVE O Ll O O O 33.00 n 47'09'23° + N O_ 30' 1 30' I rT-r- 12 HE 17 t� N pLoj + + N `t CEO. + + JI M _j 13 _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. ca EXISTING UTILITY POLE OS SEWER MANHOLE © SEWER CLEANOUT OD STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT Al TYP- 6 N J 1 O c Vv 1 11 +97.34 ® .5 + m w a II M F) rN4- COD nj + + + J J PHASE 2 U RADIUS O a_ tr ON CURVE W W Ll Lo Lo O O O O d 33.00 n 47'09'23° 14.40' N N O uj 30 .. 30' 38.95' 10' 20' 20 10' 20.00' - 90'04'08" . . . . . . . . . . . + . . . . . . . . . . . . . . . . . .+ . . . . . . . . . . . O . . . .C14I . 12 HE 17 t� N pLoj + + N `t CEO. + + JI M _j 13 _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. ca EXISTING UTILITY POLE OS SEWER MANHOLE © SEWER CLEANOUT OD STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT Al TYP- 6 N J 1 O c Vv 1 11 +97.34 ® .5 + m w a II M F) rN4- COD nj + + + J J PHASE 2 i ° 15 l �X s 16 l�l HORIZONTAL: 1"=50' VERTICAL: 1"=2' CHRISTENSEN COURT CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11 4.5 R =44 U RADIUS O a_ tr ON CURVE W W Ln O Lo Lo O O O O d 33.00 n 47'09'23° 14.40' N N O uj 30 .. 30' 38.95' 10' 20' 20 10' i ° 15 l �X s 16 l�l HORIZONTAL: 1"=50' VERTICAL: 1"=2' CHRISTENSEN COURT CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11 4.5 R =44 35 of II o- I t + ® 3 TYP li 1 1 � - -- �I I 30' 130' 10' 20' 120' 10' 1 ; i 36 W T- w Z �- L0 Q W � 7) Q W J � o W W Ld CURVE TABLE J 1 .4L RADIUS (, DELTA TANGENT ON CURVE 20.00' ° 90'00'00" 20.00' �I(D w o U r- U N rn m m wL0 33.00 3 2 47'09'23° 14.40' m 00 W Oj ro d �j M o� Vn� 42.00' ol� Lo 274'18'46" 38.95' o + 04 IM �t r + M tD 20.00' 6�6 90'04'08" . . . . . . . . . . . + . . . . . . . . . . . . . . . . . .+ . . . . . . . . . . . O . . . .C14I . . . . . 19.98' L _j CD LJ r 352 . . . . . . . . . . . . . . . .EXIS17NG GROUND RROF/LE- ..:.. :...:...:...:...:...: N r z (n 110' 20' 1 20' 352 C3 -- -- ATCEN7FRL /NE - -.- - - --- - - - - -- I - -� 350 :............. :...:...:...:.. :..j:....... :...:...:...:350 O _ . �+' 0 Z�0WOOa�=� ±0.22% +0.25% +0.25% 352 :............. ~' ..............:................ . . . . . . . . . k qo. . . . . . . . . . . . . . . . . . DES 1GN-FZ0Hf1NE PROFILE . . . . . . . 348:...:...: 0T , :348 10 +00 11+00 12 +00 - 131 13 +00 0 0 WEST FLOWLINE PROFILE AT CENTERLINE 13 +10.00 i �N 350' ...:...:...:...: Z I ...:...:...:...:...:...:... b 31.42' U ........: ON CURVE Q ° 1 . oIN U N tnm C� �� m w ro IL Z 11 2 348. ................. O O 1 Qi Lo r'o CD 10 +00 11+00 12 +00 13 +00 O +.14- O) 7 +'; F7 0� rI � +� M 10' . . . . . . . . . . I . . . . o+ . . . . . . . . . . . . . . + . . . . . . . . . . . . . .� . . . . . Of z 352:......... E . •,,7 .EX /ST /NG GROUND PROFILE - . m : 352 U1c0 1 AT C£NTERL /N£ rn J Ld t- N m00 Z) Ld to ......... : = Z Lit .............. .. �' : 1: . Q w = 350...........0:. ! . . . .....350 . . _ . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N. . . Q . . . . . . . . 352' � +O.j- ` +0.25% Q W X75% : ±0.21% +0.25% \ :...:...'352 Ld . . . . . . . . . . . +0: . . . . . . . . . . EX /S77NO GROUND PROFILE HORIZONTAL: 1"=50' DESIGN-fZOWL /NE PR047LE _.- - .- - VERTICAL: 1"=2' 348.......... ..... ............................... ...........348 - - - -- . 350........: 10 +00 11+00 12 +00 ..........................:... 13 +00 EAST FLOWLINE PROFILE ........ ... 35 of II o- I t + ® 3 TYP li 1 1 � - -- �I I 30' 130' 10' 20' 120' 10' 1 ; i 36 W T- w Z �- L0 Q W � 7) Q W J � o W W Ld CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 20.00' 31.42' 90'00'00" 20.00' C2 33.00 27.16' 47'09'23° 14.40' C3 42.00' 201.08' 274'18'46" 38.95' C4 20.00' 31.44' 90'04'08" 20.02' C5 20.00' 31.39' 89'55'52" 19.98' PHASE 2 MEDFORD STREET CONSTRUCT 0.20'MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI 4.5 R =44 31.44' �I % , W 0 u o]pJ Z U.w W ZE:a- z ON CURVE =ZW �� ~aF�LLzaz 00 ON CURVE) aQzv -z� rc=n=Nzw >F >_ Z �i zOwW�OQp C7 d' � w H ¢ 5- w J 0 ~oF3) 20 aE< O n LL z<a�jzzo00§ 0 U m +1 6 m Qj W Qj N 22 r OJ o No 22 CD 1 130' I 1 30' r o uj N r z (n 110' 20' 1 20' 10' C3 + ptna I i o¢U�w . O O _ . �+' 0 Z�0WOOa�=� L.L. 352 :............. ~' ..............:................ � ............................352 ® s I 0 0 0T , EAV1577NG GROUND PROFILE S00'55'22 "W 12 1 - 131 0 0 AT CENTERLINE 13 +10.00 i �N 350' ...:...:...:...: I ...:...:...:...:...:...:... b ® i ........: .. ................ : : :A.................... 1 . +0 51% +0.20% DES7GN fZOWZ/NE PRDF/LE I 348. ................. ...............:...:348 30' 1 30' 10 +00 11+00 12 +00 13 +00 co 10' 20' 20' 10' ± 21 31.39' 1 1 Of z ON CURVE m U U1c0 rn J Ld t- N m00 Z) Ld to moi cn wQ; M = Z Lit M N Q w = . . . Z > (n . . _ . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N. . . Q . . . . . . . . 352' Q W :...:...'352 Ld EX /S77NO GROUND PROFILE HORIZONTAL: 1"=50' _.- - .- - VERTICAL: 1"=2' PHASE 2 MEDFORD STREET CONSTRUCT 0.20'MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI 4.5 R =44 65-70' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' 31.44' 31.39' % , W 0 u o]pJ Z U.w W ZE:a- z ON CURVE =ZW �� ~aF�LLzaz 00 ON CURVE) aQzv -z� rc=n=Nzw >F >_ J �i zOwW�OQp C7 d' � w H ¢ 5- w J 0 ~oF3) 20 aE< J LL z<a�jzzo00§ 0 U m 06 W M 6 m Qj W Qj O 0 22 r OJ o K) CD N Li-1 co r o ° N r z (n Q = U U"_ z�z2 w0Qa ° C3 w ptna 15' . o¢U�w . O O _ . �+' 0 Z�0WOOa�=� L.L. 352 :............. ~' ..............:................ � ............................352 r �QO =>�JOcn OO z Lu ° W Lu = w m w Q p LL � m D C L EAV1577NG GROUND PROFILE m0wZO Q wUa> F- Q w W U 0 W Z tn >- to AT CENTERLINE 350' ...:...:...:...: ...:...:...:...:...:...:... :... :...:...:...:...:...:...:350 ........: .. ................ : : :A.................... +0 51% +0.20% DES7GN fZOWZ/NE PRDF/LE 348. ................. ...............:...:348 10 +00 11+00 12 +00 13 +00 14 +00 WEST FLOWLINE PROFILE 31.39' 31.44' ON CURVE ON CURVE U U1c0 U M U N m00 W106 � to moi cn wQ; M M c�0 . . . . . . . . . . _ . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N. . . . . . . . . . . . . . . . . . 352' :...:...'352 EX /S77NO GROUND PROFILE _.- - .- - -------- AT CENTERLINF .- .- . -.-. -� - ------ - -I - -- - - - -- . 350........: ..........................:... :................350 ........ ... .................. }0.51 %. : .......... +0.20% : 0- +0 51% 348: ...... ............................... DES/GN fZOWLINE PROFILE .....................348 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE 65-70' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 80' -85' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' LLI � U- 0 a v 0 w Otn % , W 0 u o]pJ Z U.w W ZE:a- z z =ZW �� ~aF�LLzaz 00 zI aQzv -z� rc=n=Nzw >F >_ J �i zOwW�OQp C7 d' � w H ¢ 5- w J 0 ~oF3) 20 aE< J LL z<a�jzzo00§ 0 U 2 -`p 0 O U Z Z O 0 22 r OJ (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 80' -85' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' LLI � U- 0 a v 0 w Otn % , W 0 u o]pJ Z U.w W ZE:a- V z =ZW �� ~aF�LLzaz 00 z aQzv -z� rc=n=Nzw >F z Q J v! O E T zOwW�OQp C7 d' � w H ¢ 5- w J 0 ~oF3) 20 aE< Q J LL z<a�jzzo00§ < Lu > U CD U 2 -`p cn (D X D O ,a � Q zzaawztn°ozQ i 11 C�C� OJCn�O�Oa z W w} W U Cn W W 0= ZQ o O� w z Z p v) VJ m u' N Li-1 co r o ° N r z (n Q = U U"_ z�z2 w0Qa ° 27 w Q, `> 3' WING (TYPICAL) / t t I Off, r\ �40 MA (SOUTH OF STOCKDALE RANCH DRIVE) LOCAL STREET �jrt/i� BoTTO� `v /,1,7`W (TYPICAL KNUCKLE) LOCAL STREET 3' WING (TYPICA' W Z (TYPICAL CUL -DE -SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS � I lye i r P� ILI U ca - � U- 0 a v 0 w Otn % , W 0 u o]pJ Z U.w W ZE:a- V um W QF-p =ZW �� ~aF�LLzaz 00 co M aQzv -z� rc=n=Nzw >F _ d7 lf) o v! O E T zOwW�OQp C7 d' � w H ¢ 5- w LiJ Z 0 ~oF3) 20 aE< J LL z<a�jzzo00§ < Lu > U CD U 2 -`p cn (D X D O ,a � Q zzaawztn°ozQ i 11 C�C� OJCn�O�Oa z W w} W U Cn W W 0= ZQ o O� w z Z p v) VJ m u' N Li-1 co v A W Z a)O 15 N r z (n Q = U U"_ z�z2 w0Qa LPL N Lu !� DataFw> w ptna 15' ° (TYPICAL CUL -DE -SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS � I lye i r P� ILI U ca - � U- 0 a v 0 w Otn % , W 0 u o]pJ Z U.w W ZE:a- V um W QF-p =ZW �� ~aF�LLzaz 00 co M aQzv -z� rc=n=Nzw >F _ d7 lf) a v! O E T zOwW�OQp C7 d' � w H ¢ 5- w LiJ Z 0 ~oF3) 20 aE< } - N (6 M LL z<a�jzzo00§ < Lu > U CD raoO0wQtntnO 2 -`p cn (D X ¢�, §OEZOF ��0Qm� O ,a � Q zzaawztn°ozQ i 11 C�C� OJCn�O�Oa z W w} W U Cn W W 0= ZQ o O� w z Z p v) VJ m u' N Li-1 co oo¢QWwzo¢ A W Z a)O Z�o°0 1=022 a N r z (n Q = U U"_ z�z2 w0Qa LPL N Lu !� DataFw> w ptna ` O ° o¢U�w Uzom Lu WwOw9 O d2.><<Opwcn�0 tn0, =ZQUZ�L 0 Z�0WOOa�=� L.L. F -j > � ~' C/) = Co U D m w= z Q Q o z � p U _D w L. r �QO =>�JOcn OO z Lu ° W Lu = w m w Q p LL � m D C L }wZU) Z O cu �w m0wZO Q wUa> F- Q w W U 0 W Z tn >- to �I I Lo 4V < i a; �F 6u` t- 6i Q o \\ W O 1 ui W = W WWI F 2 w p U 0 > W LL w ,LL a 0 a ��G�NEER _k of �tt� 0 O Q w _> U O� U U o dy z � w J � W Q � O W Q D 2 -r W w n � H O � N v 2E w I` z W Lu Q ~' 0� � z U) E- U v) D O N tT 3 0 F-- N cf) z i0 to �w N DATE 11/20/2014 PA JOB No. 14 -2772 SHEET Q) > 0 E N t\ �' OF 21 SHEETS y I i i i i i i I I I I I I I I I I I I I I I I I I ► , -- °_`�� PHASING NOTES 1) CONSTRUCTION PHASING IS NOT NECESSARILY THE SAME AS FINAL MAP RECORDATION PHASING. 2) CONSTRUCTION PHASING IS FOR THE EXTENT OF PROPOSED STREET AND IMPROVEMENT CONSTRUCTION ® CONSTRUCT TEMPORARY DRAINAGE BASIN (PHASE 1) © 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. HATCH LEGEND OPHASE ONE CONSTRUCTION LIMITS R��q PHASE TWO CONSTRUCTION LIMITS + + + + + PHASE THREE CONSTRUCTION LIMITS PHASE ONE CONSTRUCTION MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 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. PHASE TWO CONSTRUCTION MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. Cfl NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET 1,622 L.F. 0.45' A.C. /0.70' A.B. ( STOCKDALE HIGHWAY) 43,000 S.F. LOCAL STREETS 3,935 L.F. 0.20' A.C. /0.40' A.B. 127,373 S.F. 6" CURB AND GUTTER 8,245 L.F. 6" THICK DRIVE APPROACH 11,910 S.F. 4" THICK SIDEWALK 16,897 S.F. TYPE "M" MEDIAN CURB (ENTRANCE STREET) 186 L.F. SURVEY MONUMENT ENCASEMENT 10 EA. METRO STREET NAME SIGNS 15 EA. STOP SIGNS 1 EA. TRAFFIC CONTROL SIGNS 21 EA. WHEEL CHAIR RAMPS 12 EA. STREET LIGHTS (5800 LUMEN) 10 EA. STREET LIGHTS (9500 LUMEN) 5 EA. CROSS GUTTERS (12' WIDE) 2 EA. SAWCUT 1,600 L.F. STRIPING 2,000 L.F. TYPE "A" CATCH - BASINS 7 EA. 1 w t I QO o 3 x w La cr 0 0- U- U LL Lu �t W ° n. U Oco w p w m ° W W LIJ Lu < W LLJ w Co = z _ } O ° aJF- OF_� -LLZa- aQz,V�zOf wz� w co Z c') LL 0O�joj( Lu 0� m:,t _j ZU) LU L w=p!w =W[oU � a Z m ° p � LL W w 0o w O a0 DN= ° t F w� a�o�c�Wz w � ami C6 z� a W Z V 0 3: c O� O p O 0� O c °wZ�p�ZI= -�C c6m CD < W�ZZL �_� U -OOL oo ~; §oozes[ ww °: ZF-0Oiaq°wQPZOC Q W F W= U° U c H [ Zap W W IL- d'pz< Ow OWp = UOZZ` =U F_zw<0 LLZ? 'azzz( F w w p w C agcwi) ¢Uwinmc cnw= QVZO[ °CC-Er Q U OLL 2w O O o = F F Q U) -j W W _j cn 0 mw DZQa0c �� WL>" =wp Lu Q W W � J - - O Y w 0 Z Z W L m w 0 Z Z p Q[ Qa -jjp LUUf a >F 11:SQ =O�w Zc F- F- ° HU 0 Q: PHASE THREE CONSTRUCTION MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. LOCAL STREETS 4,051 L. 0.20' A.C. /0.40' A.B. 81,596 S. 6" CURB AND GUTTER 4,253 L. 6" THICK DRIVE APPROACH 12,570 S. 4" THICK SIDEWALK 6,569 S. SURVEY MONUMENT ENCASEMENT 10 E, METRO STREET NAME SIGNS 1 E, STREET LIGHTS (5800 LUMEN) 8 E, TYPE "A" CATCH - BASINS 8 E, HORIZONTAI U) - o N 0 U N N 0 i U _ Z co co m LO �/� VJ M O W Z > U r U N N X C) 0 �' vJ Z Y Q mN W : (0 06 Z mo C/)N LIJ Lu M W _ r �— N (D 1..1.O LL O O N ^^ r L ti a w _> U d �v> U V O o d, /938 U) Cfl Z W Q a I- � Q 0 � W O z U) U LLI O < 2 1 >- O � Q O Q ry C) O LLJ O ui U) Of w WU z �Q W W 2 z_ Z w � g w w LLI w F_ LL a o a ti a w _> U d �v> U V O o d, /938 U) Cfl Z � Q a J � � W W z U) U LLI < < 2 -r >- W � Q O D Z ry C) O ui U) WU z �Q a p z 0 w N DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET E 0 a II E 20 i N N 1" =100' I OF 21 SHEETS THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL SAWCUT EXISTING PAVEMENT 12" FROM � -TOP OF CURB ELEV. =AC GRADE + 0.83' ° nW- v o w LL w w PROPOSED FACE OF MEDIAN CURB AND / ♦ o a �- CO ° J SAWCUT EXISTING PAVEMENT 12" FROM z z INSTALL A.C. PAVING PER STRUCTURAL Z / TOP OF A.C. PAYING ELEV. uz, w w W L °zQ w z p 1. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD PROPOSED E.P. AND INSTALL A.C. PAVING � / W ° _ co F- SECTION SHOWN ON PLAN VIEW (TYPICAL rPROPOSED TOP OF A.C. PAVING SHALL BE 0.02' _ LL' o ° a co WASTE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT PER STRUCTURAL SECTION SHOWN ON PLAN a � �- F- I Rf z z _ Lo w U BOTH SIDE OF PROPOSED MEDIAN) OR AS ( -- - ABOVE EXISTING E.P. SAWCUT LINE TO PROVIDE T Q z U z w 0 °� SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. VIEW, OR AS DIRECTED BY CITY ENGINEER. U U / ( ST ST / w = Q z o w m co �^ Co X a 3 DIRECTED BY CITY ENGINEER. V - - POSITIVE DRAINAGE AWAY FROM PROPOSED PROPOSED / W z > a v J ca O w cn a a CL RW \ U) u- kozJCnuiS2 C7 1 co MEDIAN- TYPICAL BOTH SIDES OF PROPOSED MEDIAN) BLOCK WALL / \ z °w w o ° o Q � W Z L 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE CL RIGHT -OF -WAY LL, E _ � � _ z m p 12" 12" - / / - J Q TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE 8' GRADED 12 1 / \ - i CL Z VARIES 55' -77' 15' w = o w = w v w 1- >- `� (V LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO SHOULDER �~ I /� 1 w z LANDSCAPE LOT 2' 12.5' 1' 2' z v i'_ �' o o LL o Q W THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME I I __ - - 1 - -- - - �_. I , °w '- FL / ¢ "'- �' ~ ° U GRADE ® 4.1 MAX I _ - - - - _ - -- - __ __ cn PROPOSED SAWCUT LINE VARIES 48' -70' 7' Z 1 '<'E a o 0 o w ¢ ? DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 2.5% - - - - - _ - - -- - - -- o o 0 : x ° � _ CL = W z_ U TO NAT. GRD. -- - - - _ I \ (VARIES -SEE PLAN VIEW) o "� 1� -, .- \ Q o o °z w 0 Q Q �= °za ~viz ~�-° U) p X Lr_ 3. ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING NAT. GRD. ��` % % %��,\ �� 18' TRAVEL LANE 7' 7' 35' 6' Q I j� W Y W m z o °� i tL CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. �� \� \ ",� %�\`�\ %� '''`�� \ \\ SAWCUT AND REMOVE EXISTING PAVING �� ' \ %�� ; \`� - - - - - BIKE LANE �� T / z z a a z z o U p \� \�� (VARIES -SEE PLAN VIEW) - -1 co o - o o a (SEE PLAN VIEW FOR DIMENSIONS) ��' LANDSCAPE MEDIAN VARIES '�' m /;� L �' \" / w ,Z ; C o = ° , (n Z Y SEE PLAN VIEW w 2' 4 2 \ / w Q z,, F- cn o m N 4. DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON -SITE, �``� %� 6 6 ( ) _ ° z THE PROJECT DEVELOPER CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED - I 1 \ / C" LL = Lou ° ° Cn o o w W "--' c0 co / I 12" !YAM S 1 5% 1 1 r- 1� / 0 0 3: ° z o Q w Z W C) ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. - -�- - - - -- TO 3.59r FINISHED PAD \ \ SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES AREA DETAIL AREA DETAIL �� __ _ - - - - - �� _ _ _ o � o W o W Q ° o o SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH /� NOT TO SCALE �+ NOT TO SCALE ( F Q w Q W o 0 a C7 � N %t, ,�„a , \ 2 yiClw° ww�oza Z M STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. _ l SAWCUT LINE - �„ o a Z a o a W W T - - -- - - - - - ~woz=Uo°zzo I-_ N cfl 5. IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER ~ ? m z o ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER /CONTRACTOR SHALL NOTIFY THE KERN G F 5 z ° a z z - 0 0.70' MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GIRD. w Q -. >< v "' o g W LL CV COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE SEE DETAIL 21 SEE DETAIL 21 COMPACTED TO 95% MAX. DENSITY W = z Q W W r AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE TI =9.0 R =44 ° � o W ° o a 2 _ NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO W = c6 m w w ° 2 o PUBLIC RESOURCES CODE §5097.98. R/W C/L R/IN z a 2' ADDITIONAL 2 ADDITIONAL � W C.�(n W=<nZ Quo° ° 2 U� W 2 W 110 RIGHT -OF -WAY ARTERIAL < Z _ > ° 36' 36' Q Q O I LL 6. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO EASEMENT EASEMENT TYPICAL STOCKDALE HIGHWAY SE TION W ° 0 u w = W o m ° <0LL »_ L PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE 2' 2' r.+ NOT TO SCALE > > °w Z 'D m Q co UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. z 8' 28' 28' 8' z ° m o z ? ? z a m m J w W ° > 12' ww�owz<U) co 7. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED - o a = ° o w z � NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING o PROPOSED o OFFICIAL. 6 MEDIAN 6 2' TYP. r :..•:... �• :. r 2' TYP. 8. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION `_ *20%. MIN. � � *2q' MIN �-PROPOSED VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION / VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. PROPOSED 7 : �n 7 9. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL BLOCK WALL GRADE LINE BLOCK WALL ` '` FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. * SEE C.O.B. STD. DWG. COMPACT UNDER CURB, ST -11 FOR SLOPE CONSTRUCT 0.20' MIN. A.C. PAVING OVER GUTTER AND SIDEWALK 10. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE PARAMETERS 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. (TYP.) 6" MIN. TO 90% GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND COMPACTED TO 95% MAX. DENSITY MAX. DENSITY. IDENTIFY APPROPRIATE REMEDIAL MEASURES. T1 =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 TYPICAL LOCAL STREET SECTION SHALL: r.+ NOT TO SCALE IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; F R C R NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; 30' 30' SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND * ** P�• 2. 10' 20' 20' 10' , NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE MATERIALS COORDINATOR. 12. IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE q 29' 2 TYP. * 2 TYP. ~ 2 o *2q MIN. 2 MIN * i � 9; --- ,rr,- FOUND, AND /OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND `: 1 1�\ SEE C.O.B. STD. DWG. SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL ST -11 FOR SLOPE INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND /OR THREATENED 7� �" " - , �E 7 PARAMETERS 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 OF GRADE LINE ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR SEE GRADING PLAN FOR FRONT COMPACT UNDER CURB, YARD POLLUTION CONTROL DISTRICT AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND YARD GRADE BREAK ROUGH GRADING GUTTER AND SIDEWALK ' CONSTRUCT 0.20' MIN. A.C. PAVING OVER 6" MIN. TO 90% DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. (TYP.) WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE MAX. DENSITY. IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS COMPACTED . 95% MAX. DENSITY CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE Ti =45 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. r.. NOT TO SCALE 14. IF TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY R 26' NOTICE: STOCKDALE RANCH DRIVE STREET SECTION IS SHOWN FOR INFORMATIONAL PURPOSES ONLY (WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST ST R \ti (.I R 10' ADDITIONAL 45' RIGHT -OF -WAY EASEMENT FL 11' 34' _ _ 2' 1' 2' GRADE ® 2:1 4 2' INISHED PAD 1 / \ C m ' , 2% i 3 \ , / 'N. GRADE LINE / 1' VARIES 1' `\ /2% 2% 6 11 27. 3 wLj _4m s AREA DETAIL NOT TO SCALE R AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES 26' AND REQUIREMENTS. TRANSITE PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. ** 8' 18' 18' a - "7 15. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII y� 2' TYP. 2' TYP FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED LEGEND PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED *2% MIN' *2% MIN. Ol PROPOSED 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. �� 1 BY WATERING WHEN WINDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POTENTIAL CURVE RADIUS LENGTH DELTA TANGENT C1 INHALATION OF SPORES CAUSING VALLEY FEVER. F2 PROPOSED 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. 7 GRADE 0 2 :1 1 C) IIII I I I I I 1 I �--- 16.IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE F3_1 PROPOSED 6' WIDE MEANDERING TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. GRADE LINE PROJECT SITE, THE SUBDIVIDER IS RESPONSIBLE TO CONTACT THE DEPARTMENT OF ® PROPOSED 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) CONSTRUCT 0.20' MIN. A.C. PAVING OVER CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES ( DOGGR). THE SUBDIVIDER i (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) 0.45' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WALL REQUIRED BY DOGGR. ° PARAMETERS TC= 351.14 + I II o0 SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.80 (B). ❑ PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). 6.00' LT COMPACTED 95% MAX. DENSITY 0o 6.00' LT + 1 l TC= 352.72 AREA DETAIL TC= 352.43 N TI =4.5 R =44 17. NO CONSTRUCTION SHALL OCCUR AT NIGHT, THEREFORE CONSTRUCTION © PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. II II 52' RIGHT -OF -WAY SAFETY LIGHTING WILL NOT BE REQUIRED. 0 PROPOSED 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. AC= 351.9 ry c0 DWG. ST -3. MAX. DENSITY. - tT`� TYPICAL LOCAL STREET SECTION I III / R4 -7 >� I I � � " j NOT TO SCALE CONSTRUCTION NOTES F-1-1 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 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 6.00' 18.85' 180'00'00" 1 -- MEDIAN PLAN NEWBURY STREET =<<_ -, STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) NORTHAMPTON 9 AVENUE ��30 30'I 1 111 I lu ' 1 10' 20' 120' ' lo' I I II II 2 STA. 10 +75 I P I O \ \ _ I II ° 10 +71.17 11+ 5.45 0 1 II ++ 6.00' LT r`D, N 1 6.00' LT I 1 1 �= 3tt-#4 TC= 350.98 TI 10+71507 C1 � C 11+3 .4 II 6.00' RT 6.00 RT o 1 II TC= 351.64 Lo ,n N TC= 351.18 I c�0 1 I II AC =350.8 AC= 350.35 + Ii I I X, _ _ °° _ _ N Ott-- --- II / R4 -7 II I IIII If�l NOTE: PAINT NOSES YELLOW ON 30' 30' ENTRANCE MEDIANS (TYP). 10, 20' 20' t0' �'�II iill� 8 1` IIII MEDIAN PLAN KINGSBRIDGE STREET S=•F SUNNINGHILL AVENUE ' i 1130' DRIVE 30' 1 11 NORTHAMPTON 20' (BY SEPARATE PLANS) li AVENUE 2 1 2 I 49 1 GRADE 0 2 :1 1 C) IIII I I I I I 1 I �--- L Q / 6.00' LT II �� 1 1 TC= 351.14 z \\ ! SEE C.O.B. STD. DWG. AC= 350.31 2' 2, 2, U) i 10 +59.90 ST -11 FOR SLOPE 0 o STA. 10 +75 1 i ° PARAMETERS TC= 351.14 + I II o0 10 +71.13 p + 40.42 II o + 6.00' LT 1 ;° N 0o 6.00' LT + 1 l TC= 352.72 AREA DETAIL TC= 352.43 N �- - -� II AC= 351.89 C `N Cl AC= 351.60 1 II II 10 +71.13 6.00 TC= 352.76 - MI N 11 +40.42 LT 6.00 LT TC-352.48 w 10 +50.00 I AC= 351.9 ry c0 I 1 MAX. DENSITY. - I III / R4 -7 >� I I � IK AC =352.6 11 AC= 354.03 II II \ I NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). _ _ Ir�� i I I I (IIII r 50 MEDIAN PLAN NEWBURY STREET =<<_ -, STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) NORTHAMPTON 9 AVENUE ��30 30'I 1 111 I lu ' 1 10' 20' 120' ' lo' I I II II 2 STA. 10 +75 I P I O \ \ _ I II ° 10 +71.17 11+ 5.45 0 1 II ++ 6.00' LT r`D, N 1 6.00' LT I 1 1 �= 3tt-#4 TC= 350.98 TI 10+71507 C1 � C 11+3 .4 II 6.00' RT 6.00 RT o 1 II TC= 351.64 Lo ,n N TC= 351.18 I c�0 1 I II AC =350.8 AC= 350.35 + Ii I I X, _ _ °° _ _ N Ott-- --- II / R4 -7 II I IIII If�l NOTE: PAINT NOSES YELLOW ON 30' 30' ENTRANCE MEDIANS (TYP). 10, 20' 20' t0' �'�II iill� 8 1` IIII MEDIAN PLAN KINGSBRIDGE STREET S=•F SUNNINGHILL AVENUE ' i 1130' 1 30' 1 11 110' II 20' 20' 10' li Q > U 2 1 2 I 49 1 GRADE 0 2 :1 1 C) \\ FINISHED PAC t) z Z 10 +59. Y L Q / 6.00' LT I 1 �� TC= 351.14 z \\ ! SEE C.O.B. STD. DWG. AC= 350.31 2' 2, 2, U) 2 3' 11, 2 \ 10 +59.90 ST -11 FOR SLOPE 0 o 2 6.00' RT i ° PARAMETERS TC= 351.14 + AC=3 p I z � 6.00' LT M N 1 "' 6.00' LT 0 1 AREA DETAIL TC TC= 354.83 �- - -� 30' 30' AREA DETAIL 110'1-20' 1 20' 10' 52 I 45' RIGHT -OF -WAY 13' ADDITIONAL PROPOSED FL EASEMENT BLOCK WALL 34' 1 11' I F5_1 !�= vY_,•X"iY�iY��`r!� �� i \ \'i�G�11�r'! \1r'P� � ��i� ��.�i`��i.X �• L? CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER • •• OVER •• = COMPACTED TO 95% MAX. DENSITY TI=6.0 PER GPA/ZC • 09-0263 TYPICAL ROSS-SECTION tT�STOCKDALE RANCH DRIVE �_ NOT TO SCALE 1 6' 5' I 6' 12' MULTI -USE /' 1-� _ TRAIL = _N` Q > U 2 1 2 I 49 1 GRADE 0 2 :1 1 C) \\ FINISHED PAC t) z Z N L Q / % �T 1 �� I z \\ ! SEE C.O.B. STD. DWG. 1 2' 2, 2, U) 2 3' 11, 2 \ 6 2 2% ST -11 FOR SLOPE 4- I 2 1: I Go " PARAMETERS 1 I 10 +50.00 11 +23.98 p z 6.00' LT M N 1 "' 6.00' LT 0 AREA DETAIL TC TC= 354.83 �- - -� AREA DETAIL NOT TO SCALE =353.48 C - C1 AC1+53;� GUTTER AND SIDEWALK w U NOT TO SCALE [I]STA. 11 +50 - °O - ifl M N 1 C1 C" 'o N 00 -_ M R4 -7 NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 MEDIAN P LAN CORNWALL STREET SCALE: 1"=50' a a. STOCKDALE RANCH �, STOCKDALE RANCH DRIVE DRIVE (BY SEPARATE PLANS)° LL 74 I (BY SEPARATE PLANS) I I v i I 0 STA. 13 +25 11 +55.00 I� I 12 +33. 13 +31.52 I� 6.00' LT I 11 6.00' LT M N 1 6.00' LT I II TG- 351.81 - I � �' TC= 351.27 _ _ TC 35J0.6� AC- 350.98 _ A� 3 44 �v 11 +55.00 o Ij I I 11 +75.44 12 +33.35 C C + 1.� 6.00' RT o I I 1 6.00' RT 03051.60 TC= 351.79 I U-5 11 TC= 351.40 , , N TC= I A AC =35 M AC= 350.77 + + 1 C= 350.96 I I I I co lu R4 -7 • y l 1 1 II II I i i NOTE: PAINT NOSES YELLOW ON I I ENTRANCE MEDIANS (TYP). � L, I� .1 I 51 �, I � I► ` ,�, ,I PADDINGTON STREET SUNNINGHILL ' DRIVE �-z MEDIAN PLAN SCALE: 1 " =50' AMBLESIDE COURT SCALE: 1 " =50' ° X Jo v1 o 0 0 0 w w z (D Z WI- a = . w o w. Q CO w w n 00 O Q +• I Q > U O� o dJ I 49 1 C) O / 038 * SAP C) (. t) z Z N Q Q % �T 1 �� I z 0 STA. 11 +17 ! SEE C.O.B. STD. DWG. Z U) 0 W ST -11 FOR SLOPE W 2 1: I Go " PARAMETERS 1 I 10 +50.00 11 +23.98 p z 6.00' LT M N 1 "' 6.00' LT 0 � TC TC= 354.83 COMPACT UNDER CURB, W =353.48 C - C1 AC1+53;� GUTTER AND SIDEWALK w U F- w 10 +50.00 (TYP.) 6" MIN. TO 90% ry ry c0 6.00' RT 6.00' RT MAX. DENSITY. 00 TC= 353.48 ,�,� C1 ,`i',, TC= 354.86 >� 1 + I AC =352.6 11 AC= 354.03 € I _ _ i - R4 -7 - I NOTE: PAINT NOSES YELLOW ON I ENTRANCE MEDIANS (TYP). I -� � MEDIAN PLAN [I]STA. 11 +50 - °O - ifl M N 1 C1 C" 'o N 00 -_ M R4 -7 NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 MEDIAN P LAN CORNWALL STREET SCALE: 1"=50' a a. STOCKDALE RANCH �, STOCKDALE RANCH DRIVE DRIVE (BY SEPARATE PLANS)° LL 74 I (BY SEPARATE PLANS) I I v i I 0 STA. 13 +25 11 +55.00 I� I 12 +33. 13 +31.52 I� 6.00' LT I 11 6.00' LT M N 1 6.00' LT I II TG- 351.81 - I � �' TC= 351.27 _ _ TC 35J0.6� AC- 350.98 _ A� 3 44 �v 11 +55.00 o Ij I I 11 +75.44 12 +33.35 C C + 1.� 6.00' RT o I I 1 6.00' RT 03051.60 TC= 351.79 I U-5 11 TC= 351.40 , , N TC= I A AC =35 M AC= 350.77 + + 1 C= 350.96 I I I I co lu R4 -7 • y l 1 1 II II I i i NOTE: PAINT NOSES YELLOW ON I I ENTRANCE MEDIANS (TYP). � L, I� .1 I 51 �, I � I► ` ,�, ,I PADDINGTON STREET SUNNINGHILL ' DRIVE �-z MEDIAN PLAN SCALE: 1 " =50' AMBLESIDE COURT SCALE: 1 " =50' ° X Jo uj W 0- LL o 0 0 0 w w z (D Z WI- a = . w o w. Q CO w w n 00 O ° N a w � M Q > U O� o dJ U Lr_ C) O / 038 * SAP C) (. t) z Z 1 Q Q J �- C/) z w Z U) 0 W Q W 2 1: :2 W CL 1 U) p z O 0 � N U W w U F- w Q W w ry ry W 0 N 3 0 cn N U) z N o N / cn � w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 E N i OF 21 SHEETS