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1.1-7240 Ph 1 - 6
REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS D APPROVED BY: `k � 4 14 ECTOR, CITY OF BAKERSFIELD PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE l� DATE TRACT 7240 PHASES 1 - 6 CITY OF BAK ERSF IELD, 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 a z wo a'-w ° o PHASING (UNLESS STOCKDALE HIGHWAY ECR- 0 w POINT OF INTERSECTION CKIR w U 0 U BEGIN CURVE w < YUCATAN Q L. F. T11EBRU PROJECT SITE CULIACAN ONEFLOWER 0 BEACH ASTER U J Q ° a = z a Ci KERN COUNTY WATER AGENCY 0.20' A.C. /0.40' A. B. 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 ECR- END CURB RETURN CHECK AND INSPECTION FEE CALCULATIONS. POINT OF INTERSECTION EC- NOT TO BE USED FOR BIDDING PURPOSES. BC- BEGIN CURVE 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 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG LANDSCAPE MAINTENANCE NOTE NOTE: ALL LANDSCAPING, INCLUDING THE AREA WITHIN (ENTRANCE) MEDIANS SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. SHEET INDEX CD TITLE SHEET OO 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.) 30 STOCKDALE HIGHWAY — (STA. 33 +78 — 45 +00) PLAN & PROFILE AND MEDIAN /STRIPING PLAN ® STOCKDALE HIGHWAY — (STA. 45 +00 — 50 +00) Q O PLAN & PROFILE AND MEDIAN /STRIPING PLAN OS ALDRIDGE AVENUE 21 © CHATSWORTH AVENUE II OO CORNWALL STREET WHITTAKER STREET Q 31 CAVENDISH COURT 21 ® HAMMERSMITH DRIVE 2 OO LONGHURST DRIVE a o a KINGSBURY COURT 10 NORTHAMPTON AVENUE 11 WELLESLEY STREET KINGSBRIDGE STREET NEWBURY STREET 12 SUNNINGHILL AVENUE (STA. 10 +00 — 21+00) 13 SUNNINGHILL AVENUE (STA. 21+00 — 24 +01) PADDINGTON STREET AMBLESIDE COURT 14 GRAHAM PEAK DRIVE 15 DOWNHAM AVENUE BROCKBANK AVENUE 16 JACOB CREEK DRIVE 17 HANNAH LYN AVENUE 18 ELLA JANE WAY 19 CHRISTENSEN COURT MEDFORD STREET 2a PHASING— SECONDARY ACCESS PLAN INDIVIDUAL PHASE MATERIAL LISTS 21 TYPICAL STREET SECTIONS ENTRANCE STREETS — MEDIAN PLAN KEY O -Q' -4 ,EL, C B # 12 MAP LEGEND 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 IJcsfE . A cEV-'?IFICATE OF 0GC(APdJC-1 WkLL- Qbl_ BE issuEr�) U►JT -)t_ 5T- (5cvOALf_ 12a-1cq rjR1\/e WoAD 1 �1P2UYE Mf�1T AYZl� z 0 Q� > 0 Li I w� o' o �-o wz �Z z0 c� <D Q J 0 QV) 3:Of Lj w w On w • PROPOSED DERREL'S MINI STORAGE WATER AGENCY -N- KEY SCALE: 1' =200' F30 2�9, W z o° Qmzu :DL - Z(n co W Q z Q 0 W Q = W Om� W��� W U �z8- U)�� C LLI W — W m W Q Z Z 00f Z'-, W°o~�QQm o � z�m LiJ Q -1 Z ° z o 0 W° U: Q 00 Q~ Lli O U i O'`�z0�OZ_�m ��Q.Ww =d'Z= Q W ° W 0 0 w 3 0 0_ 0 U CO /� Zl- WQw(nLdfy 0 V J ° W W W= Z W 0 H a ��o) =-z0U' ///�� _UWl'-)J Q� Z V J �`m<Z000UJ U m_ > Z = m W � U w_j H � 0 0 z w W Q J 5 W Oz� 0, m L1I Qa0— t o'�XOf QQ z z0 t0 al- �(n(nz°wo �J m('J�- 00(n00 � J Z z V) 0I�0Q�o�U) W w Mcnw(' of 5; =>-0w =M (if OW 1-�00f -000ft! U W w p a U 0 w O n w o w F m p J ZUm W W Z�tQ- �m=zw- -O �LLz -z aQZOFZO:wZO mc=i�< -wzo >��Q �O�FOz JcnviU w Q z m W LL w20w=WCnUq a�W ° °o° �zZ w� Qa�z��w=Wz Oa ¢ a - , =o z w 0 0�� p Q m Lu uiwIw W ZUjmz0 z z o a% o z O a wwr >OUZSCnof °wQwU, -wl o °c���ZOOZOW a zw °p m W W Z —� (A t_J o O� Q Q w° z° Q Z�p°wpwQ�00 Er = U - U Q w F Q w F- Z° a ZgWwW- �oZQ O a Z a I Lu j 0 Q=0Uw1=- zOQZOo U F"m Quz - W Z 9 wF-w W pwLL vaiw?=~U� zp� d _ _ zJowUOa -F� cn=�F=-QUj��O 0 MW W S< Z Q Q O I U= > Cnw = w 21 ZQ O _ _"0'- ° .V r O - a W = W p W ¢° > OZ](lnmQ� } m W J F- z - Z) o m w Q w o w J Z z<- L w U a> r wwoowzQ wrU) TENTATIVE TRACT 5963 _ I l TRACT 6144 _j f� I � _III —1�II I I - ---I _ 11 VIII _ 00 I i C I I _�wll _Q :6I 1 1,_ Ln 11—r- m� I I - � I III III ✓ ' _ _ 11 +w i + 12 I g 4 I I I I 1 I I l I I I I I L B 5 01 6 0 7 l 0Z�17 0 l I I I I I I I > 18 ova I Of LLJ D cl� 1 51 z�l I-- 1s c' °al I L o " w Z1 I 50 m w 20 -� I I I o of _ 1 21 m 22 - —I 1 ° o -- N — _ _I I � 38 NI�m 23 ( I N -- m I u - r- 0 16 37 24 F-- • _ -� ' '' 25 N _ T 27 `n 26 - -4_ -- -- ,�- -I— E a a I N CITY RECORDS No. U _ Z M M //1 o 5 W z O N w M Q > U CO 0 06 U N X LL Z � m CV ,max W M W Z N O ry z�N W z � �' w N O m I..L O `0. N �..{. L ;�F27_ Lu - O 0 U) Q O 26 25 24 23 22 21 I7 w � Lu II PHASE 3 w w Z Zm Q 31 2 20 21 PHASE 1 22 23 24 25 2 a o a WATER AGENCY -N- KEY SCALE: 1' =200' F30 2�9, W z o° Qmzu :DL - Z(n co W Q z Q 0 W Q = W Om� W��� W U �z8- U)�� C LLI W — W m W Q Z Z 00f Z'-, W°o~�QQm o � z�m LiJ Q -1 Z ° z o 0 W° U: Q 00 Q~ Lli O U i O'`�z0�OZ_�m ��Q.Ww =d'Z= Q W ° W 0 0 w 3 0 0_ 0 U CO /� Zl- WQw(nLdfy 0 V J ° W W W= Z W 0 H a ��o) =-z0U' ///�� _UWl'-)J Q� Z V J �`m<Z000UJ U m_ > Z = m W � U w_j H � 0 0 z w W Q J 5 W Oz� 0, m L1I Qa0— t o'�XOf QQ z z0 t0 al- �(n(nz°wo �J m('J�- 00(n00 � J Z z V) 0I�0Q�o�U) W w Mcnw(' of 5; =>-0w =M (if OW 1-�00f -000ft! U W w p a U 0 w O n w o w F m p J ZUm W W Z�tQ- �m=zw- -O �LLz -z aQZOFZO:wZO mc=i�< -wzo >��Q �O�FOz JcnviU w Q z m W LL w20w=WCnUq a�W ° °o° �zZ w� Qa�z��w=Wz Oa ¢ a - , =o z w 0 0�� p Q m Lu uiwIw W ZUjmz0 z z o a% o z O a wwr >OUZSCnof °wQwU, -wl o °c���ZOOZOW a zw °p m W W Z —� (A t_J o O� Q Q w° z° Q Z�p°wpwQ�00 Er = U - U Q w F Q w F- Z° a ZgWwW- �oZQ O a Z a I Lu j 0 Q=0Uw1=- zOQZOo U F"m Quz - W Z 9 wF-w W pwLL vaiw?=~U� zp� d _ _ zJowUOa -F� cn=�F=-QUj��O 0 MW W S< Z Q Q O I U= > Cnw = w 21 ZQ O _ _"0'- ° .V r O - a W = W p W ¢° > OZ](lnmQ� } m W J F- z - Z) o m w Q w o w J Z z<- L w U a> r wwoowzQ wrU) TENTATIVE TRACT 5963 _ I l TRACT 6144 _j f� I � _III —1�II I I - ---I _ 11 VIII _ 00 I i C I I _�wll _Q :6I 1 1,_ Ln 11—r- m� I I - � I III III ✓ ' _ _ 11 +w i + 12 I g 4 I I I I 1 I I l I I I I I L B 5 01 6 0 7 l 0Z�17 0 l I I I I I I I > 18 ova I Of LLJ D cl� 1 51 z�l I-- 1s c' °al I L o " w Z1 I 50 m w 20 -� I I I o of _ 1 21 m 22 - —I 1 ° o -- N — _ _I I � 38 NI�m 23 ( I N -- m I u - r- 0 16 37 24 F-- • _ -� ' '' 25 N _ T 27 `n 26 - -4_ -- -- ,�- -I— E a a I N CITY RECORDS No. U _ Z M M //1 o 5 W z O N w M Q > U CO 0 06 U N X LL Z � m CV ,max W M W Z N O ry z�N W z � �' w N O m I..L O `0. N �..{. L ���G�NEER * b/ d 0 o �0- w � _> U Lli O dv `�v 61 ����S7032! * SAP z i Q � ui W � W n O �o :E N w~ wV 000Q ry Uj W U) W z Lu t O 0 U) Q O 0 � Lu O o w w Z Zm = J i PA JOB No. 14 -2772 � w W U �U-X W V) w > a o a ���G�NEER * b/ d 0 o �0- w � _> U Lli O dv `�v 61 ����S7032! * SAP z i Q � ui W � W n O �o :E N w~ wV 000Q ry Uj W U) W z O U) W DATE 11/20/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE o a o w 0 � CITY STANDARD PLATES CITY ENGINEER'S REVIEW AND APPROVAL: 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. Z � W W Z LL I- A. ALIST OF AGGREGATE AND ASPHALT SOURCES. n m w `� "-' w Q � o B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) 0E a Z 0 t pz 0 z CITY REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ® ST -17 ® ST -18 ❑ PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN CITY STD. NO. DESCRIPTION ST -21 SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ST -22 ❑ D -10 ❑ D -11 C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY D -14 ST -1 " " ° "CI CURB AND GUTTER (TYPE " A B AND " C ) D -16 TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE SW -4 ❑ SW -5 ® T -1 THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT ❑ ST -2 COMMERCIAL DRIVEWAY T -24 CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD T -34 "..2. ><,0,ui ;i O CATCH - BASIN, TYPE "A" o� a i z< O 0 Ln SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE ® ST -3 SIDEWALK W =a0 W zH!5;0 j � § I- SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) 0 QZ tm z w MANHOLE, TYPE » A » WITH DROP CONNECTION � w uaj W nJ0 Lu Q o o > F= t- 0 ID 0 o } Z� m E W A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR co W W < Of -i W Z O j m U YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX ® ST -4 RESIDENCE DRIVEWAY DESIGN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. I IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING ❑ ST -5 HOUSE NUMBER FOR CURBS PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. I IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF ❑ ST -6 PAVEMENT PATCHES PAVEMENT. ❑ ST -7 CROSS- GUTTERS 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF 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 ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD ❑ ST -8 26 INCH PART CIRCLE CULVERT SPECIFICATIONS SHALL BE MET. NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR 19. B BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER ( N SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS ® ST -9 STREET SPECIFICATIONS 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE 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 TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF ® ST -10 STREET SECTIONS { CONSTRUCTION. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD { { { SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. ❑ ST -10A STREET SECTIONS 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ® ST -11 STREET CROSS SECTIONS GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE ESTABLISHED BY THE ENGINEER. B WHEN SUBBASE OR BASE MATERIAL O PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM ❑ ST -12 ALLEY CROSS SECTION SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ® ST -13 SURVEY MONUMENT OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT ® ST -14 "STREET LIGHT, MAST ARM TYPE WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT ® ST -15 CUL -DE -SACS CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE ® ST -16 STREET KNUCKLE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING "FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. NO ® ST -17 ® ST -18 ❑ ST -19 ❑ ST -20 ❑ ST -21 ® ST -22 ❑ D -10 ❑ D -11 ® D -14 ❑ D -15 ® D -16 ❑ SW -4 ❑ SW -5 ® T -1 ® T-5 ❑ T -12 ❑ T -24 ® T -34 STREET SIGN, POST TYPE MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL MINIMUM ACCESS DESIGN SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE CALTRANS STANDARD PLANS TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS 1• THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS OBTAIN LATEST EDITION THEREOF) c~no mxp =u�i��zcn >r a DESCRIPTION W O'22�JCIjS�Zm I 0-u, awU) WIDE CROSS- GUTTER z�v ~")E5 o u, o� 9 QL�S z Z U U W D� a0 0 0 w Q ?w 0 MEDIAN CURBS (TYPE "M' , > M -1" AND "M -2") o pz a Z o w z o 1; Qo O i��zccU Lu HANDICAP RAMPS vi w�° 0 0 0 m z 00 zz aaz C7��Ov����pa PRIVATE STREET GATES o w z>° W� U) o NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR vi?=80( ZE ZOZOw REFUSE CONTAINER PAD o o Q w o Z o Q pYZp9p,�OZ> TRENCH BACKFILL AND COMPACTION REQUIREMENTS a ° a ~ o o a z Z == p W 0 Q Q SIDEWALK UNDERDRAIN > a z a~ uJ w w z 0w o 8 THE IN -PLACE DENSITY REQUIREMENTS. E ,= < T a o,0 DRAINAGE BASIN Z� "..2. ><,0,ui ;i O CATCH - BASIN, TYPE "A" o� a i z< O 0 Ln "A J = U O a o CATCH -- BASIN, TYPE -1" ; 70,- z > o 0 Zp=w SHALL BE AT THE CONTRACTOR'S EXPENSE. W =a0 W zH!5;0 j � § I- GUTTER DEPRESSIONS 0 QZ tm z w MANHOLE, TYPE » A » WITH DROP CONNECTION � w uaj W nJ0 Lu Q o o > F= t- 0 ID 0 o } Z� m E W A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR co W W < Of -i W Z O j m U FRAMES & COVER FOR MANHOLES & CLEANOUTS L 0 w z D ° = cf r< rw - oaF -00w< 2 STREET SIGN, POST TYPE MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL MINIMUM ACCESS DESIGN SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE CALTRANS STANDARD PLANS TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS 1• THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS OBTAIN LATEST EDITION THEREOF) OTHER THAN P ALT CONCRETE { �� 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ( AS H BASE) IS TO BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR I 'P { ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF o °9 s THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, BELOW THE GRADE ESTABLISHED BY THE ENGINEER. I 709 AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS I sOG9� Sy �qA �ifi FOB zc CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS I 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). �r { 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 o Ci sz• / WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. `L 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M213 SERIES BOLT AND VANDAL I f'6�9�' tKQ���� 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 I OF�I\\ s ✓Gyp S9 THAT ARE A PART OF THIS PROJECT. FF ly ECR { COB ASPHALT CONCRETE PAVING NOTES { °� tio, °s, _ I 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B I 9yJ yJ (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. ( I 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR I 5' 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 I 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(8), "GRADES," OF THE STANDARD SPECIFICATIONS. WHEELCHAIR RAMP DETAIL 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE SCALE: 1"= 5-0" 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. 6 w C2P MODEM INTERCONNECT/TERMINAL BLOCK TB -1 INPUT PANEL 14 WIRE COLOR ASSIGNMENTS PIN (UNCTION A AUDIO IN B AUDIO IN C AUDIO OUT E AUDIO OUT 78 -J TB -1 TB -2 13-3 (Comm In) 78 -4 (Comm In) T3-5 (Comm Out) 7B -6 (Comm Out) WIRE COLOR IB -,' WIRE COLOR MODEM HARNESS INTERCONNECT CABLE WHITE T91-3 WHITE BLACK T81 -4 BLACK RED 181 -5 BLACK GREEN 01 -6 GREEN IB -1 IN7ERSEC7I0N LOCA77ON A ?5mm) 2 "(50mm) CONDUIT 7 "(50mm) CONDUIT 3 "(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS. N0.5 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) MUL TI -DUCT iv II) 7RAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATON MASTER PLAN. MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7ON BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO. 6, ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WTIT1 PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WITH EXTEENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 7HE EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES A PULL ROPE CONFORMING TO SECTION 86 -205C INSTALLATION" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. APPROVED INTERCONNECT DETAIL NTS M CITY ENGINEER TB -1 TB -2 TB -3 (Comm In) T8-4 (Comm /n) T3-5 (Comm Out) 7B -6 (Comm Out) INTERSEC77ON LOCA77ON B LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 "(100mm) MUL 77DUCT OR MULT7- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) -�- f 3 (75mm) MIN. CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES R =4 MIN. VA IES i R= 4'(1.2m) MIN. V<0 (1.2m) SWEEP TO PULLBOX NO 7E- 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 DATE 09'99 DRAWN TRAFFIC SIGNAL R. Starbuck CHECKED INTERCONNECT- Brae Deeter WIRING AND PULL BOXES SCALE None CITY OF BAKERSFIELD CALIFORNIA T- 34 PUBLIC WORKS DEPARTMENT s �r 0 0 W Uj U 0 U) Q 06 Of LU O a_ 0 M 07 � o Z } � N W M U 0 X 0 LL Z .Y c� � m N W W N M Z o 0 Uti LZ U M N � o (.0 0 N �7 W H O Io 1 W LL Do w > U O� U U dy �l C!1 CD Z J � F- Lli W (/) z> W = O ' ate. c) w~ ry wV �Q Cn W F- O z Q w z w CD U� ti U) Z N 0 CD w N DATE 11/20/2014 N PA JOB No. 14 -2772 s SHEET IE Q) 0 Q E i N 2 N OF 21 SHEETS RESUME. 13. A ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY C CALTRANS STD. PLAN DESCRIPTION AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. ® RSP A88A CURB RAMP DETAILS 14. I 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. I 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. T 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. I 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. I IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR 19. B BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER ( N SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE S SHOWN ON CALTRANS STD. PLAN RSP A88A. { CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS { BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME { { { TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED 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. T 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 ( S-8" x< CONFORM TO ONE OF THE FOLLOWING: i A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE - -y { 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 O 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ( AS H BASE) IS TO BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR I 'P { ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF o °9 s THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, BELOW THE GRADE ESTABLISHED BY THE ENGINEER. I 709 AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS I sOG9� Sy �qA �ifi FOB zc CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS I 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). �r { 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 o Ci sz• / WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. `L 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M213 SERIES BOLT AND VANDAL I f'6�9�' tKQ���� 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 I OF�I\\ s ✓Gyp S9 THAT ARE A PART OF THIS PROJECT. FF ly ECR { COB ASPHALT CONCRETE PAVING NOTES { °� tio, °s, _ I 1 • ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B I 9yJ yJ (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. ( I 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR I 5' 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 I 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(8), "GRADES," OF THE STANDARD SPECIFICATIONS. WHEELCHAIR RAMP DETAIL 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE SCALE: 1"= 5-0" 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. 6 w C2P MODEM INTERCONNECT/TERMINAL BLOCK TB -1 INPUT PANEL 14 WIRE COLOR ASSIGNMENTS PIN (UNCTION A AUDIO IN B AUDIO IN C AUDIO OUT E AUDIO OUT 78 -J TB -1 TB -2 13-3 (Comm In) 78 -4 (Comm In) T3-5 (Comm Out) 7B -6 (Comm Out) WIRE COLOR IB -,' WIRE COLOR MODEM HARNESS INTERCONNECT CABLE WHITE T91-3 WHITE BLACK T81 -4 BLACK RED 181 -5 BLACK GREEN 01 -6 GREEN IB -1 IN7ERSEC7I0N LOCA77ON A ?5mm) 2 "(50mm) CONDUIT 7 "(50mm) CONDUIT 3 "(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS. N0.5 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) MUL TI -DUCT iv II) 7RAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATON MASTER PLAN. MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7ON BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO. 6, ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WTIT1 PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WITH EXTEENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 7HE EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES A PULL ROPE CONFORMING TO SECTION 86 -205C INSTALLATION" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. APPROVED INTERCONNECT DETAIL NTS M CITY ENGINEER TB -1 TB -2 TB -3 (Comm In) T8-4 (Comm /n) T3-5 (Comm Out) 7B -6 (Comm Out) INTERSEC77ON LOCA77ON B LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 "(100mm) MUL 77DUCT OR MULT7- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) -�- f 3 (75mm) MIN. CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES R =4 MIN. VA IES i R= 4'(1.2m) MIN. V<0 (1.2m) SWEEP TO PULLBOX NO 7E- 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 DATE 09'99 DRAWN TRAFFIC SIGNAL R. Starbuck CHECKED INTERCONNECT- Brae Deeter WIRING AND PULL BOXES SCALE None CITY OF BAKERSFIELD CALIFORNIA T- 34 PUBLIC WORKS DEPARTMENT s �r 0 0 W Uj U 0 U) Q 06 Of LU O a_ 0 M 07 � o Z } � N W M U 0 X 0 LL Z .Y c� � m N W W N M Z o 0 Uti LZ U M N � o (.0 0 N �7 W H O Io 1 W LL Do w > U O� U U dy �l C!1 CD Z J � F- Lli W (/) z> W = O ' ate. c) w~ ry wV �Q Cn W F- O z Q w z w CD U� ti U) Z N 0 CD w N DATE 11/20/2014 N PA JOB No. 14 -2772 s SHEET IE Q) 0 Q E i N 2 N OF 21 SHEETS IN7ERSEC7I0N LOCA77ON A ?5mm) 2 "(50mm) CONDUIT 7 "(50mm) CONDUIT 3 "(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS. N0.5 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) MUL TI -DUCT iv II) 7RAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATON MASTER PLAN. MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7ON BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO. 6, ALL OTHER ROUTES INSTALL 2 (50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WTIT1 PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WITH EXTEENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 7HE EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES A PULL ROPE CONFORMING TO SECTION 86 -205C INSTALLATION" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. APPROVED INTERCONNECT DETAIL NTS M CITY ENGINEER TB -1 TB -2 TB -3 (Comm In) T8-4 (Comm /n) T3-5 (Comm Out) 7B -6 (Comm Out) INTERSEC77ON LOCA77ON B LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 "(100mm) MUL 77DUCT OR MULT7- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) -�- f 3 (75mm) MIN. CONDUITS SHALL BE SECTION B -B CAPPED IN PULL BOXES R =4 MIN. VA IES i R= 4'(1.2m) MIN. V<0 (1.2m) SWEEP TO PULLBOX NO 7E- 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 DATE 09'99 DRAWN TRAFFIC SIGNAL R. Starbuck CHECKED INTERCONNECT- Brae Deeter WIRING AND PULL BOXES SCALE None CITY OF BAKERSFIELD CALIFORNIA T- 34 PUBLIC WORKS DEPARTMENT s �r 0 0 W Uj U 0 U) Q 06 Of LU O a_ 0 M 07 � o Z } � N W M U 0 X 0 LL Z .Y c� � m N W W N M Z o 0 Uti LZ U M N � o (.0 0 N �7 W H O Io 1 W LL Do w > U O� U U dy �l C!1 CD Z J � F- Lli W (/) z> W = O ' ate. c) w~ ry wV �Q Cn W F- O z Q w z w CD U� ti U) Z N 0 CD w N DATE 11/20/2014 N PA JOB No. 14 -2772 s SHEET IE Q) 0 Q E i N 2 N OF 21 SHEETS s �r 0 0 W Uj U 0 U) Q 06 Of LU O a_ 0 M 07 � o Z } � N W M U 0 X 0 LL Z .Y c� � m N W W N M Z o 0 Uti LZ U M N � o (.0 0 N �7 W H O Io 1 W LL Do w > U O� U U dy �l C!1 CD Z J � F- Lli W (/) z> W = O ' ate. c) w~ ry wV �Q Cn W F- O z Q w z w CD U� ti U) Z N 0 CD w N DATE 11/20/2014 N PA JOB No. 14 -2772 s SHEET IE Q) 0 Q E i N 2 N OF 21 SHEETS CONSTRUCTION NOTES FL FLOWLINE STATION F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CL CENTER LINE M2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 90'00'00" INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 33 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 57.45' RT PER WHEELCHAIR RAMP DETAILS ON SHEET 2. +- INSTALL STREET NAME SIGN PER CITY STANDARDS. ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. , 59.00' RT w 010EEz ~moo m ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. F5-1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR C � 30 0-00- X - - TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. �, EXISTING UTILITY POLE © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING OO SEWER MANHOLE aF oo Q z (r = U E Ufl� PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. (D SEWER CLEANOUT M7 INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) LO W ol, o �D STORM DRAIN MANHOLE ® INSTALL MOWER RAMP IN MEDIAN CURB PER C.O.B. STD. DWG. NO. L -13 U w U 0 Lo mlIt v SEE TAPER - - - - RIGHT -OF -WAY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. - - - - - SEWER ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. M w O w z Q m STORM DRAIN RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. EXISTING EDGE OF PAVEMENT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. i i EXISTING CURB AND GUTTER PER APPROVED "CITY OF BAKERSFIELD, SEE PLAN VIEW FOR WESTSIDE PARKWAY -PHASE 6C PLANS D 4/28/14." STRUCTURAL SECTION 31+96.77 ��G 33 +78.89 _ f� EC 600 RAD_ - - - - ��° F 34 r 35 36� -+1- - - i _ 5 ----------- - - - - -- ---- --- -- - -�- N j �� r - - - -� -- -- - - ----------- N tf) It U) NOTE: CONTRACTOR SHALL SLOPE PROPOSED 6 E.P. ® 2.5% AWAY FROM NEW SAW BUT LINE. 5 PROPOSED EDGE OF PAVEMENT / 0317 LEXISTING EDGE OF PAVEMENT PER APPROVED i "CITY OF BAKERSFIELD, WESTSIDE PARKWAY - PHASE 6C PLANS DATED 4/28/14." I N i Z W M I 40 41 N 42 m� : N F- W �V) 0o Q 00a �m Gj Z J z 0 7 43 CLI W J C7 Z� QI� U-) I Cr TO I °o + 00 38 SEE PLAN VIEW FOR STRUCTURAL SECTION 39 _ 40 - - - -- - - -- - - -- - - - -- - - - -- - - - - - - - - -- - - L -- - - - 2 50316 Z r6 Ed U d O U C) W rn 90'00'00" o C.0 38 +72.05 � � M 3 39 +09.55 57.45' RT Gj Z J z 0 7 43 CLI W J C7 Z� QI� U-) I Cr TO I °o + 00 38 SEE PLAN VIEW FOR STRUCTURAL SECTION 39 _ 40 - - - -- - - -- - - -- - - - -- - - - -- - - - - - - - - -- - - L -- - - - 2 50316 * *= 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). ------- - -� -41+18. r� 41 STOCKDALE HIGHWAY O 7 CURVE TABLE CURVE RADIUS i DELTA TANGENT I 30.00 47.12 90'00'00" 30.00' 38 +72.05 50.75' RT TANGENT 39 +02.05 56.25' RT 39 +09.55 57.45' RT 46 47 39 +24.55 58.83' RT 39 +32.05 , 59.00' RT w 010EEz ~moo m ¢�0- E3:<� wU W Yw � m n z C ) i 0 C � 30 0-00- X - - Z zozom Qo � =ozW 0 37 0 w �zW gwW 0 Z aF oo Q z (r = U E Ufl� m W�ww�0Z 2 =Ow0Q W OZwpZ a o Lo I� LO W ol, o w = U U D E O C14 C) X10 M O U w U 0 Lo mlIt v SEE TAPER C" "A" TABLE PHASE ww=w0Zm w¢m2z? 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. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ❑5 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. 45 5031 FL FLOWLINE STATION CL CENTER LINE INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE s0 SEWER MANHOLE © SEWER CLEANOUT DO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - "L -'- EXISTING EDGE OF PAVEMENT NOTE: CONTRACTOR SHALL SLOPE PROPOSED ] E.P. ® 2.5% AWAY FROM NEW SAWCUT LINE. - .---------- - - - - -- - - - -- Q r - - - - -� 46 7 47 - �-= 5 ------------------------ 48 13 iii -L 49 F- W w OFFSET 46 +06.41 w 46 +16.41 56.22' RT 46 +26.41 5 =� 6 7 8 9Q 10 11 46 +46.41 cn Q TANGENT 46 +86.41 66.50' RT m m „ �lotE A �a�rP t-L C2> 3 SGLI- QD 69.13' RT LLI z W m Ld z w 7� C.b.P�. STD. Dw�. T -33. m m 1 70.00' RT o a)- X z � o zm a � "; ►,tp 5 FbU i3o�C PE2 C.a6. N � cfllo OI co O N 0 lacrr� "8 1.�1�ALL O �D �� T 33 r"/nC�fL bF 3� CV O � 4- fo O v O ,,��{ W � c'b W Z a) O ., SEE TAPER "C" TABLE PHASE 3 Q 2 U E U 0 `^ V N I C_AP Ejp ar- cc,>..i nu i r i 6 II ?� II STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) STOCKDALE HIGHWAY CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER 0.7U MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY -N- i HORIZONTAL: 1"=50' SEE TAPER "C" TABLE TI =9.0 R =44 (49.72') VERTICAL: 1 " =2' ON CURVE z'�n w� CL w = v uj M F¢-lLo Q n ,d- 4 to Lo Q m' M N ZI 0 m CD. . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 358.......x ................ .................. . ......................:....358 EX/S17N6 TOP OF -PA VEMfN . PRDF /LE AT CENTERLINE: �G . �c, . . . . . . . . . . . . . . . . . . �. . 356._ .......................... ............................... ....... ..........................356 +0.20% 0.20 %. . _ _ +0 20% +0.20% DESIGN FLOWL /NE PROFKE ��� 769;) :354 354 :...:.................. ............................... ..... 45 +00 46 +00 47 +00 48 +00 49 +00 50 +00 51+00 SOUTH FLOWLINE PROFILE N k SEE DETAIL FOR A.C. AND TOP OF CURB GRADES (TYP) i 46+06.41 SEE TAPER "D" TABLE 47 +26.41 49 +46.94 BGN BAY TAPER END BAY TAPER RP 2' RAD. I I - - - -- 13.00' RT - - ------- - - - - -- -3.00' LT- - 5.00' LT- ---� -� $ � +� 45 46 47 48 49 N N C4 39 38 N } R 7 an Q .2(o (A) 10 MEDIAN AND STRIPING PLAN 11 r22G (cA) STOCKDALE HIGHWAY �T f NY 7 W FUrU E I 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 1 70.00' RT CURVE TABLE CURVE RADIUS LENGTH I DELTA TANGENT Cl 2.00' 6.28' 180'00'00" -- TAPER "D" TABLE STATION OFFSET 46 +06.41 13.00' RT 46 +16.41 12.74' RT 46 +26.41 12.01' RT 46 +36.41 10.74' RT 46 +46.41 9.00' RT TANGENT 46 +86.41 1.00' RT 46 +96.41 0.74' LT 47 +06.41 2.01' LT 47 +16.41 2.74' LT 47 +26.41 3.00' LT -N- HORIZONTAL: 1"=50' ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD, UNLESS NOTED OTHERWISE 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIGN CODES _U ELLw SIGN LEGEND W1 -6 (R) - EXISTING SIGN TO REMAIN. U INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 POST SIGN. � Co INSTALL NEW SIGN ON EXISTING � � STREET LIGHT STANDARD. �^ W O RELOCATE EXISTING SIGN. Z REMOVE EXISTING SIGN Oti (SALVAGE TO CONTRACTOR). �- SIGN LOCATION SIGN CODES _U ELLw PAVEMENT DELINEATION LEGEND W1 -6 (R) - LL °aU0 wOcn U Z° U) W w Z °< r z co m= z F w Q� Wp m o =_ z LL � Co z w2QZF zw W 'o 0 � � �cnFFz ° >°r°COC �^ W O o�m Z ONE- DIRECTIONAL Oti F(n�dLL�= W (>3 z�w ~z p 0L °� > U crCL0pO�0=z_ W ' ` 70 CD U °oa,v,z ~�° o a)- X z � o zm a � O � Q LL Sw -°wwu) Z0 0 -00 o �O a S U) V i 0 Cz-9 2 % T- W Y U) Z W W >- >o U�=CnC EizQQ zzLE m N -" Q- =°Zw -oOm W .- CO wLL�z- � °cnH� D o C Q w o z o¢ ,,��{ W � c'b W Z a) O °z wowa�000 W3 -1 - Q 2 U E U 0 `^ V N W wF 0z0R o z Z p w m< w LL Z co W j W o aoa >0� ° U)Q � � co U =L=O¢OO 0 zQw F zwm C) Cfl z z Uzm W �jw0LJLL O CN cwnwz =� UUZoo W3 -3 - ° ��O�m�W= ^O^ L.L z J o w U 0 a -= <=criF¢ww�F-0 C7cnw2�ZQQ0E zE a =U[nW 2 W W = (D QQO� >� _jOcoF- ow o0ww =wom 3 wQ°OZ >co L p }cW F- Z W31 (CA) - co m 0 w W U o< M Q w w W U o W Z w 1- U) = =Lo �=o0�wzz F- F- EaF -v°c-_a2E DATE 11/20/2014 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. I a, 3 _ D PAVEMENT DELINEATION LEGEND W1 -6 (R) - O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, SIGN (RIGHT) AND A20D. NUMBER IN = INDICATES DETAIL NO. ON STANDARD PLAN. CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN TYPE II VERTICAL OBJECT MARKER CONFLICT WITH NEW CONSTRUCTION (TYPICAL). ONE- DIRECTIONAL NY PAINT MEDIAN NOSES YELLOW SIGN (LEFT) ❑D INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) 'L INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. RED DIAMOND OBJECT MARKER INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. -.00 INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN. 4-- m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. I a, 3 _ D co mod° V_ w U 0 O W V O 0 z i Q � �- LLJ W U) 2 = W � a' o� 0� c) CL Nt CN w~ wv �Q u) Q> 2 C� 2 W J Q Y U O U) OM1 -3 - YELLOW DIAMOND OBJECT MARKER W1 -6 (R) - ONE- DIRECTIONAL LARGE ARROW SIGN (RIGHT) cn W OM2 -2V - TYPE II VERTICAL OBJECT MARKER F- Q ONE- DIRECTIONAL LARGE o SIGN (LEFT) ° z 0 OM4 -3 - RED DIAMOND OBJECT MARKER W1 -7 N o LARGE ARROW SIGN o SINS - o W3 -1 - STOP AHEAD LLJ 0 o SNS -METRO - METRO STREET NAME SIGN W3 -3 - SIGNAL AHEAD w \ a w z = (D r 3 m STOP SIGN W31 (CA) - w w DATE 11/20/2014 R3 -5(R) - w NOTE: SIGN CODES ARE FEDERAL CODES W PA JOB No. 14 -2772 ui W LL (CA). i R5 -1 - DO NOT ENTER LL a 0 n co mod° V_ w U 0 O W V O 0 z i Q � �- LLJ W U) 2 = W � a' o� 0� c) CL Nt CN w~ wv �Q u) Q> 2 C� 2 W J Q Y U O U) OM1 -3 - YELLOW DIAMOND OBJECT MARKER W1 -6 (R) - ONE- DIRECTIONAL LARGE ARROW SIGN (RIGHT) cn OM2 -2V - TYPE II VERTICAL OBJECT MARKER W1 -6 (L) - ONE- DIRECTIONAL LARGE ARROW SIGN (LEFT) � z OM4 -3 - RED DIAMOND OBJECT MARKER W1 -7 N TWO- DIRECTIONAL LARGE ARROW SIGN o SINS - STREET NAME SIGN W3 -1 - STOP AHEAD o SNS -METRO - METRO STREET NAME SIGN W3 -3 - SIGNAL AHEAD R1 -1 - STOP SIGN W31 (CA) - END DATE 11/20/2014 R3 -5(R) - RIGHT TURN ONLY NOTE: SIGN CODES ARE FEDERAL CODES N PA JOB No. 14 -2772 R4 -7 - DIVIDED ROAD UNLESS OTHERWISE INDICATED BY (CA). i R5 -1 - DO NOT ENTER (CA) INDICATES CALIFORNIA CODES. SHEET R6 -1(R) - ONE WAY (RIGHT) 2 R7 -9 - NO PARKING BIKE LANE 0 R11 -2 - ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81 - BIKE LANE _ �� - OF 21 SHEETS CONSTRUCTION NOTES F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 721 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) 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 41 c, 40 Y -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. Cal EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OD STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 10 +00.80 - 1I1 t" - 12 _ 1 - 1- 1 N89'29'48 "W _ 14 M N 1 5 p _ 16 p _ 5 - 17 '' N - D 1 N89'29'48 "W M N 19 1 -- - - - - - - - - -Os- -- -- - - - - -- --------------- - - - - -- -&--- - - - - - -- ------ - - - - -- - - - - --s - - 7f,-,. 3: !0 39 ° I U co oir, ' I CL DLO I I 30 I w N II I Lo 38 CL DW ' I ' Lo 30' 30' o 10' 20' 20' 10' I I I c� 00 G w L!J Ct -_ :2 0 U) w S V) o CURVE RADIUS LENGTH 0 0 Cl 15 +90.26 o 0 6.94' C2 17 +84.78 197.57' 134'45'40" 201.60' 4 0 0; 54.92' 89'54'29" 34.94' C4 1 20.00' 31.42' 90'00'00" 20.00' Q w Lu 520.00' 43.14' 04'45'14" U d II U =w 500.00' 41.48' 04'45'14" r ca Z m Lv � Lu = W 19.92' ca Z 35.00' 7.99 CD + 4.01' C9 42.00' U d to N � � U) c0 m U a ©np• r + o + W �t 27' J "o o N + 0 (� U W ao 00 + J "o o 2T 2T J CL I I to3 3 TYP L2 (n c2 o3 p 42 �� N � W to M 43 Z N 44 N 45 46 N 47 N 48 N 49 + M w 36' 36' } + M 1 N 2 N 3 N 4 0 5 k"2 m a Q z Ln CL ao O O 00 N 00 U °' m t O J v f` 00 . . 0 J U 0 ± °' . .r. +�,`;� 22' 12 22 8 CENT6RL /NE �:•L�� II II N LJ� rn co N rn p J U a . . . . . . . . o; C114 0) ai Ln 04 of 00 N '`) } et . . . . . . . . . . o ro + Fri 356 20' lo-,-, ' �. tD �- r 0O >_ 00 >- 2' 27 N 26 25 W f r m E: it I I 19 a; 18 (z p CD O p 3_1 p p ©TYP_ U w 7' e 27' 27' 27' 000 , 40 27' 27' 27' 27' J J Q Lv Ld N . . . . . . . . _ - - - 11 . sn r r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w � . . . 2 . . . + tp . . . . . . . . . . . . . 00 O 5Q318 . . . . ��• . �mED . . 2 U) 354 : © TYP. / -- 0 -- -- -- -- -- - -- -- - - 0 - - ; , -- - o -- - - - 0 - - ...:... . ...:...:...:...:...:.. .:...:...:.......:.....:�.;____ .. - � © °o C) �---- ____- _�.:...:...:...: o0 .... 12' o0 10 +00.80 - 1I1 t" - 12 _ 1 - 1- 1 N89'29'48 "W _ 14 M N 1 5 p _ 16 p _ 5 - 17 '' N - D 1 N89'29'48 "W M N 19 1 -- - - - - - - - - -Os- -- -- - - - - -- --------------- - - - - -- -&--- - - - - - -- ------ - - - - -- - - - - --s - - 7f,-,. 3: !0 39 ° I U co oir, ' I CL DLO I I 30 I w N II I Lo 38 CL DW ' I ' Lo 30' 30' o 10' 20' 20' 10' I I I c� 00 G w L!J Ct -_ :2 0 U) w S V) o CURVE RADIUS LENGTH 0 0 Cl 15 +90.26 o 0 6.94' C2 17 +84.78 197.57' 134'45'40" 201.60' 4 0 0; 54.92' 89'54'29" 34.94' C4 1 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' L_ 19.92' C8 35.00' 7.99 1 13'0514" 4.01' C9 42.00' 27' I 53.71' C10 } 2T 27' 62'57'52" ©np• 27' 27' 2 W �t 27' IIU tom m C 2T 2T 2T 2T 11 Z= CL I I 3 TYP 27' 2 T N Lo .-, o r7 O tp w p m Lj m' to L M co � W to M m Lo M W r7 r I to to r7 M w ~ ~ O } CO too r7 cp °r7 O k"2 rrj ,n 'n a Q } CL ao O O 00 O J I 00 v 0 ,� 0) p J v 00 p J v 00 C) J �j v 00 Cl J U 00 O J v f` 00 . . 0 J U 0 ± °' . .r. +�,`;� p J v f` 00 . . . . . - - - - - - - - ° J U co C) J v CENT6RL /NE �:•L�� II II N LJ� I 30' ro to p J 0.� v f\ p J U a . . . . . . . . o; C114 0) ai Ln 04 of 00 . . . . . . . . . . nzw . . . . . . . . I U tsi . . . . . . . . . . o ro + Fri 356 20' lo-,-, ' �. t1�',oD.W 29 28 N 27 N 26 25 24 23 + a 22 21 20 it I ! 19 a; 18 O U e m% w w op 000 , Ld 0 00 ,F I Q Lv Ld N . . . . . . . . _ - - - -- . . sn 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w � . . . . . . . . . + tp . . . . . . . . . . . . . 00 O . . . . . . . . . . . . . . . . . . �mED . . U) 354 : PHASE 3 ALDRIDGE AVENUE CONSTRUCT 0.2e 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 T1 =4.5 R =44 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 1 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 1 13'0514" 4.01' C9 42.00' 187.70' 256'03'06" 53.71' C10 35.00' 38.46' 62'57'52" 21.43' tnmw tD 0(o L6r- 0 +o } t0 0 00 N N � O J 6 °' '� 7 8 + + co o a 9 � 10 M N >. O + •ct 00 ai ° 27' o N N } N 27' 27' o N n N -j 27' 2 20 20 +45.14 - ______ 21 N �- 20 +03.65 N84'44'3 2�2 � 130 30, ° o 27 27 6 TYP. J u') 27' U N J p Q O 0 U p N 46 U J 17 m 16 N it w N N 15 co 14 13 U a- oo � + 0-i OCNL " + � o N N E th N + + N N LL_ J L.� II UI U nmI a tri o/ m Orl O ')ol tri CV M + N N {Jy J Lt_ �3 30' .ss NJ Lo .U-) 0 V) 11 C9 i 30' - !� ° U pav0 'o U) [0 J z O u L L w pZ N �m=Z�WQ0o o`Qz0 . w 00 z ow w O a w=O�Qwc�nv�LL zHt~.) ~��otwi =� �Zp p� LLJ �a0p=O W <O(nZ w Za =, E p z} QUO -Y 0W U m C15 z" a% Z z 0 wLij >o2Z =u=)Of 0 W zQwco p W F-cn0 Q��ozWO0Om LL W w cz, c/) F J go�Q�WOZOOQ z� ZO � p= v H ZO O Q W� Q W F- q z o d vi EN ,� a O� Z�= 0 w( <z < MZ[L w >0cn ¢_o W F=- -zow¢zo z w w z0 iz - LL dg� >0 co cc =z<EEoD Q O w 0 a o F 0 (n = -, F=-- QU1> - -i 0 0 W 2� Z Q Q Ow p Z p= U w= W Z JOUi- K 0 O 0 W W= w m w Q 0 Z U) m Q > w - m w 0 11 z J Z p Q m Q w J I w v a> f- wwOOwzQcn> -w F=- HDat=- -00XcD 1 ll 11 T 11 y 2 � Ww LL '- r; rl 12 ++ d+- r i N N -ii LJi U O [L -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 1 O 3 p r7 C) rn N f� f` N i c� i U _ z co co Lo CIO 1 Lo 0 Lu Z E O N Lu (a M U LL co U LD co fn N X c,. LL (f) Z Q mN LU W N co 06 Z a) o Q'_ 0 c/) N Z W(1) �' W N (c) C) 0 0 N L Z 31.42' 31.42' O w U) U Q w O cl O ON CURVET ON CURVET -� O W o U!r IIUm Qr tp .- Lu: 0 ;F 0 p x a N U N o-,0 �t U� 0_ U rn w 0) U r7Nl' 00 tp w z W �t IIU tom m C 110 t W 0) I O IIU mo M m oaf ro ED 11 Z= CL WWI W N Lo .-, o r7 O tp w p m Lj m' to L M co � W to M m Lo M W r7 Loom M I to to r7 M w ~ ~ O N I r7 CO too r7 cp °r7 O tri °' st rrj ,n 'n a Q 0- CL ao O O 00 t+ j m M ,� 0) OD 00 356............ . . . 00 ± °' . .r. +�,`;� N . . . . . . . . . . . - - - - - - - - -- - -- - E�1' /�71NG GROUND PROFILE AT CENT6RL /NE �:•L�� II II N LJ� N CU -� U II II � � . . . . . . . . . . . . . . . . . . U . . . . xl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oo N+ Mi �r' �. col . o� N+ . . . . . . . . . . . . . . . . . . . . . . . . . . . r O . . . F�� `r',ri N +yIMe� . . . . . . . . . . o ro + Fri 356 t1�',oD.W co OUW N NI N N NI . . . . . . . . . . . _ - - - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �\ . . . . . . . . . . . . . . + to . . . . . . . . . + tp . . . . . . . . . . . . . 00 O . . . . . . . . . . . . . . . . . . . . . . . . . . 354 : ; , :354 ............. ..:...:. ...:... . ...:...:...:...:...:.. .:...:...:.......:.....:�.;____ .. - � - .-- �-- �------ �---- ____- _�.:...:...:...: .... : _�� : _ -� - -.�- :--=-- :- - - :- - = - - -= - .-------- .-- :�- -� - -__ -_- �--------- .-- +0.27% ' X0.27 %... - ±0 :20% . ...:...:...:...:...:...:...:. ............................... .......:.... ........................ .........................: +o.zo %..: .. VDES16N ......................: ................................. -0.52% +0.44% fZOWL /NE PRORLE 352 :...:...:...:...:...:...:...: :.. :�._:. :...:.......:...:........................... :.............................. ........................:. ............................... -0.28 .:...:. -650' +0:20% .......................... ..352 DESIGN fZOWZ/NE PROf7LE �� � k1' -0.26% ............................ ............................... .... ............................... +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 54.92' 50' VERTICAL CURVE I 31.42' 31.42' U V ON CURVE nts ON CURVE _ ON CURVE - ° o U r ro >� 4- r- 00 d- N CV to U;T �- >, Of U r w� 7 U w U of A W rn�.r M U i� IIU;m tom', CD IIU � LiJ n 7 u OO U m 0 U to M II t!l CL S M M W to r7 m u-) m r7 to to top r7 r7 to W r) ONO u r) m 00 tN W M tN CO r7 tN F- r7 � N W M Oro to n CD to MO tp I to i O vi 00 d � N m to to 00 1 I rri M N rn 00 00 356 U tri + �� UU A � 1 � +o u +� t4 cD +N � ° 00 � ........ ..... + . ....... _ Y _, - -- - - - - - - - - - _ `` - EXIS77NC GROUND PROFILE AT CENTERLINE . . . . . ,,� + J . v i� Li- � J� 00 FL O + . . . . . . . . . . . . . . . . . . .� + X N + . . . . . . . . . . . . . . . . . . . . . . . . . . O +1 O r7 N + O . . . . . ."Lo i+i i n . . � + . . + M n. . . ' .356 m 0 Cl oW 0- to r- 0- 00 N N N N N _ \fir Z m J Li- J N N J - . . . - -. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ Iii 4- . . . . . . . . . � o . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - _- - Lo 354........ ...................................:...:...:...:...:...:. ..:...:...:.:�:...:...:...:...: :...:...:...:...:...:.. :... :...:...:...:...:...:... :.. :...:. - _ -_ _ - - _ _ = ' j.:...:...:...:...:...:. -- ------ -T- - -: - - - - -- - - -- = - - - =- -- - - -. ----- - --- -- - -- - : : : : +0.25% . +0.25 %. ._... ........................................... ............................... ....................... ... .. ... ±0.20 %. . .. n_00% l ' +0.30% +0.20 %' DESIGN fZOWL/NE PROf7LE . 352 ...................... ............................: -10 0�5........: ............................: 52 ............................... .: .: ....---- ...... ..... . +��$...... DESIGN FLOHfINE PRORLE _ _ +0.41 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 SOUTH FLOWLINE PROFILE 1 O 3 p r7 C) rn N f� f` N i c� i U _ z co co Lo CIO 1 Lo 0 Lu Z E O N Lu (a M U LL co U LD co fn N X c,. LL (f) Z Q mN LU W N co 06 Z a) o Q'_ 0 c/) N Z W(1) �' W N (c) C) 0 0 N L oP�7�� J Q W � > U 0 o W vo C�_ � U Cy Cly \ 3d z i QCL � �-- W � W Q D � = O W n U O � �o 0 � N p W ~ a ry U) F-- I wV �Q U) Z O w U) Q w O cl O O W o O w z J WWI w p v U) > W n LL w LL a Q 0- oP�7�� J Q W � > U 0 o W vo C�_ � U Cy Cly \ 3d z i QCL � �-- W � W Q D � = O W n U O � �o 0 � N p W ~ a ry U) F-- I wV �Q U) Z O U) w `n N DATE N 11/20/2014 N PA JOB No. 14 -2772 SHEET Q) 0 E N 5 OF 21 SHEETS 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. 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') 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) ❑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 -a INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN --��1- - -�- EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 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 1 480.00' 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. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. Ld ° l �Z YWw Ww oZ m Q M W Z W ci 0) F- m Ld w+a N N � N 0 F-U) O Ld> _ af U O+ L6 W N I ui pm + �� CL U, + N 3 '� 3:: Lu oo + n 00 - o_ 30' ' 30' ' 31 N 32 p; W 'n 20 N 21 N 22 N 23 N 24 25 26 N + , 27 N 28 jn ; 29 N 30 N 31 NN N + o O +� M O� c0 N O� N OD 00 � + 32 (n 110' 20' 20' 10' ¢ 3 30' 30' ^ 33 (v N z °+ �� tW� + + + + + + + °\ + + + ° ^ J + 11111 I r r Q Q r N > N r r r d r u r cD T r > ! 10' 20' 20' 10' r oo r rn r N r o+ L N o i U) I' 3 3 3 O J 3 4 001 U) I n n z == n n D n n n n D n p n n W Q N J 26' 27' � I U CL IZ 27' 27' 2T 27' - m N 2T 2T J 2T -� -� 2T 2T J ( 2T 2T - -� J i LIZ30, w ! O 1 1 I I m v 27' 27' U N + I+ 'l -- 4�_- -- r' ( I _ - - - - -- ° NIM o -0 - TYP. I 12' w LL10 +0080 '"� N 12 +95.01 ° 16 +18.15 17 "' 0 3 }-1I - - 13 - -I N89'29'48 "W + 1 p -- - -- - -- D 1 I N89'29'48 "W 19 1 20 - - - - - -- - - -- -------- - - - - -- - - - - - - -- - - -- - -- - - - -- - - - -- - - - -- -- -- - - - - - - - -- - - - - - - - - - - o CD I S 4 0 0 5 ® ® 5 ° 0 17 +85.2 S i 4 M o 20 +00.4 �� `2j� I 2 I 27' 27' 2T 27' - - - - - 20' -20, - - - - - 27,- 30' - - _ _ - N� 4g221-40 90 �` / // 3 TYP 2 // TYP 3 I i 2 3 I 3 3 6 TYP. _ )° (o X22 / 30' I 130' w W I o p 30'; 130' n n n o o n / I J 10' 20' 20' 10' J J J J J J rn 3 3p' 10' 20' 20' 10' V) U Ln U U LO U U I 1 o p Q 8' 18' 18' 8' in, I co U C r) + v �° _ �Z i Z o 3 33 m 19 14 + 13 + 12 m w I I m w 44 + 43 + 42 + 41 + 40 + u 39 ), I 1 a Z I 1 z r+ r- 00 00 w alw o m = v wi° v F- 0 w ° �� `` 38 v ` �i �° / �/ �C/�`v <v t\I= o o �, W rn 6O w v; 4 Q W o 10_ r- 0 IY W ff) o l- 06 W 03 uj - o+ U o r/ �iw + +z + Z�= + +r0 +, _ -= + +Ire °+� uLC) O (v a d / //I & W�� ° �m `� �0(!� "' "' 3`n: ('0(n `° `°�3 °L� �°+ 110 00 04 �' o /// A W V) (n NIJ� m+N N _ V) N� N J L, PHASES 1 AND 5 CHATSWORTH AVENUE 0 CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11 =4.5 R =44 v °W" LL n0, 0 U W OLLJH CnpJ '00 z U w W Z LL N C) ° UJ W = Z F l 1) Q F- p aOp1,' ma�Q�Z co 0 NoL,0o 0-) LO mU)XL 7 u � O v', Z OW W E 0 2< 5 U= LU Z L r w =0 w�= O 5: = W U) F5c Z M Q F- U zO - ° 9aL0Zv°u, U C4 of a00wU) wo U X < :0' oz L 0 �Q IL- Z 0 P Y CX3�ri ,):d,OOa vJ i13 W wr >OUZx(n0_ °w � zww W �- W0 w m N xQ° ~ zzw LU M wLL�oz�ooOm oo�Q�WOzo°a W a) Z O.i o owzo� °i�o�� Q F5 U) N Z-Ow W 0_O Z M W (n szOxvOWOQ ZW O �U wS CO U Z F�=- Z H W Z (Q n O cA W Q m O 0 Z w w O W wi> i O N T >¢0°wVn�o cnw�=za0zocn 0^ T_ z�Ow�pa�FF= L� Q Q Cn' C`, (nw2�ZQQO° Z p U� W � F ZQ O x> n J c L w R' W O X W Q Z LO ° < 0 W W � J wQ °LL Z?U)COQcn z mW1 _jz m p01fa QxJ- W Ua >F - W W U o W z< w - N -N- i HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.45' 50 VERTICAL CURVE 31.42' 31.42' U ON CURVET nts ON CURVET ON CURVE ° 0_ 00 Y V) r- N m 0 r- LO 00 N F0 co U LO w co W N W N W OW N II U r- Ito M II U m U M III d U (D 010 W H 00 N C 7 > 100 J 00 CD N 00 >;M U d U m U m W coo cn M m N -q- W! 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N ..+ I M IL + ao + + + o ° W W (D N Ck 0_ O_ tD F 00 N N I N N N I ! 354:. = = T. - - N Z� ! : N �I J N __: W ...... ...................i..... +I... :�.. ..................... - -- `` :`` `` �..............`�;:...:354 +N co .0 E X / S T I N G G R O U N D PROFILE ATCENTERL /NE .00 - -- - - - - -- ---- - - - - -- - - - -- - o! - - - - - - - - - - - �.- - - - - - - -- zI. -- __-___ - - - - - -- -- _------ - - - - -- - - - - -- - - - - - - -- .. . ........................... ........................ .... ......... ..... m +0.20% +6.25% : +0.25 %: ?S9, +0.20% 352 :............. .................................. . ... ............. . +o.00� ... :...:...:...:. :...:...:...... ....:352 -0.21% : -0.21% : ! : +0.20 %: ...: +p.75•� DESIGN FLONQ/NE PROF /LE - : .DES/ . .FLOWZTNE PR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _0:227e . . . . . . . . . _ . . • +0.67 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 ........................................................................................................:............ ...........................:... .......................... .....................:...:...:. ................... ..350 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 NORTH FLOWLINE PROFILE o 31.38' 31.42' 31.42' 31.42' 31.42' U ON CURVET ON CURVET ON CURVE ON CURVET ION CURVE ° o! O Of N } (n N 0_ m fiflo) 0' co 0_, N to � n 0_ (D 0_ I N 0- N o- cD co � r- w m U U 1 m 11 U t- 11 U' m V t� it m U! 0, C14 CfH O U n UjnU U!r7 00w U 00 U O Ui° Uj00�00(D W U mm!C7 -W Ln m 0 of r` (n 2 m,N WIN pZ N m wi�m� W m Wig m.� W F- O O_ ul) �; Ln m w to , (n 07 n ° t° Lf) ! n m I ° F- I Ln rn rn cD CO � CO CD N � r- M th M M M O M M M r•) M �_ r) M n Ln r) (n a0 (p N Lq � QOM ( MI U II II 00j U 11 11 � OOj N + -q- co+° N ° co N + = 0= U LJi LWi r- u7 U LJi LJi X r7 ° °' M + N 00 O + rin + + �- + + +' N_ + + + PO . . . . . . . . . . . . .�I . .ate r- M o' 0_'d to (D p ch Q 00 Ni cv N N L0 �I•z m rt r! rn Q� N J) W N � � � BIZ L6 .Z N _j L� W J M t\ cD - L� 354:...:...:... +� (0. + - - -- ..�_ .................. ..x . .. .. .... .. .................... .............................. : 354 EX / STING 00LINO PROFILE AT CENTERLINE _ _ _ _ _ -- - - - - - . . . . . . . . . . . . . . . . . . �. - ,- - -- - - -- -- -------- - - - -_- - -- --- - - - - -- - -- - - -- _ -_ -_ -- r- - -: --- -- - - -- - - -- �. .T - -- - -- - -- : : _ __ _ I _ I _ (r : +0.28% +0.25% +0.25'7W : 352 ............... o. �sq .... .... 352 : �.- 0:20...:. j .. .....:...: ..... .....: ..:... :...:...:...:...:...:...:...... ..: ...: :...:...:...:..._...: _..._...:...:.. ..:...:...:... ............:. ..:...:.- .:...:...:..._...:...: -0.20% +o. 0% +0.32% DESIGN FLOK PR DES /GN FLOK NE PRORLE 40q 351.79 . . . . 351.67 . -0 '0'201 : : : -0. : +0.50 %. . . . . 351.32. . . . . . . . . . . . . . . . � 629; +0.26% 350:.. .:... : ......................... ................... CRSS -GU ................ ............................... .. ............................. ............................... ....................... ............................350 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 SOUTH FLOWLINE PROFILE L W Q o ° 0 O O Lu o Lu w -,- w a_ z .. r 0 m Z w � � w p o cn > L1J L w o Q U- a a ����NEER ♦c b/ W 3 > U � � U / 0321 U) (c) z i Q � z Lu � U) Q � 2 = _r W n 0 0 O CL N U) � � Q Z wV v �Q U) INN- co 3 0 U i F° co N � Z N 0 c� � w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 Q E e C14 N OF 21 SHEETS CONSTRUCTION NOTES 71 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') 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 -O- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+ INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `Ql EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN -'- -'- EXISTING EDGE OF PAVEMENT 14' + 1 12 N I 1 2' W LLJ O¢W U�c= O W S HORIZONTAL: 1 " =50' VERTICAL: 1"=2' CORNWALL 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' ON CURVE U;� UOO) M. WIC O M O O � O U m 00 O O N + 47.12' Lo ON CURVE WI r7 ul M rtn 356 ......... w W 356 Of m ........... ....... .. /- _...... 1 O _ O 4 � 354 ............................... EX /ST /NG GROUND PROF /LE AT CENTERLINE / O + m cV W �0 2 O + i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 ............ �I . . . . - 1 FLO{yL /NE.PROfILE. 30' 1 I 30' 30' 30' _ ..k1..... ............................... 10 +00 11+00 49 o �- WEST FLOWLINE PROFILE Q C) 81 15 m L0 59 10120'1 W W I- 20' 10' m°O w°' m"' wd� ...... -Z= LLj 00 M co I � = +¢ + + p > to Q I� 356 .............. .............. ...................356 W .................. ............. ...... �_:_..:...: 354 :........................... I I I....... Z...................... 0 EX /SANG GROUND PROF /LE AT CENTERL /NE �-............ 1 2 QN 354 .............................. _�� I! .. -.� - -. . .. . . . . . . . . ............................ ........................ 352 :...:...:......... .... . . :...:...'352 352 .............. +0.510 DL`S %G/V fZM&_APOF/LE . .-0-207, 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE 10 +00.00 N 11 I N 7 TYP 3 I I I 1 2 30' 1 30' 0 I 1 70' 1 O'l 20' 1 '20' 11 10' - 1 15' 17'' L0 U W U m 0 W ILLI °o C) 00 W = Q > U) + + Q Q W cn SEE SHEET 21 FOR MEDIAN DETAIL PHASE 3 14' + 1 12 N I 1 2' W LLJ O¢W U�c= O W S HORIZONTAL: 1 " =50' VERTICAL: 1"=2' CORNWALL 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' ON CURVE U;� UOO) M. WIC O M O O � O U m 00 O O N + 47.12' Lo ON CURVE WI r7 ul M rtn 356 ......... .....x...... 356 ................... ........... ....... .. /- _...... 1 MWEN _ O 4 Of 354 ............................... EX /ST /NG GROUND PROF /LE AT CENTERLINE / :354 m cV W �0 2 i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 ............ . . . . . . . . A- .... 5�% :...:...:...:...:352 ........... ... -- �DES/GN . . . . - 1 FLO{yL /NE.PROfILE. 30' 30' ............. ..k1..... ............................... 10 +00 11+00 12 +00 o �- WEST FLOWLINE PROFILE Q C) 31.42' 47.12' m L0 C) ON CURVE ON CURVE W W I- 0 0- o m°O w°' m"' wd� ...... -Z= LLj 00 M co I � = +¢ + + p > to Q 356 .............. .............. ...................356 W .................. ............. ...... �_:_..:...: 354 :........................... I HORIZONTAL: 1"=50' I....... Z...................... 354 .. EX /SANG GROUND PROF /LE AT CENTERL /NE �-............ EXISI7NG G 354 .............................. _�� .. -.� - -. . .. . . . . . . . . ............................ ........................ 352 :...:...:......... .... . . :...:...'352 352 .............. +0.510 DL`S %G/V fZM&_APOF/LE . .-0-207, 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U W O O O 0 Momme Is= I 10 +00.00- 1 I i I 4 I Ii 30' 1 30' 1 10 20ff 20' 10'- co W O LLJ I- 0 Z W Ljj 't o Imo- > � Q Q W U V) i rV) oW M :2 o N> o QUiO CD SIx + n IL_ O '- w rn Lu W a a 0- w pkel 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 m' O O O N TYP F■ / 1 i 0 / 1 I 1 iilmmli o ON CURVE _ :3:]TYP• 11 0 io 11 +40.00 12 12 +80.00 1 - -- N00'30'12 af O 1 MWEN _ O 4 Of I 10 +00.00- 1 I i I 4 I Ii 30' 1 30' 1 10 20ff 20' 10'- co W O LLJ I- 0 Z W Ljj 't o Imo- > � Q Q W U V) i rV) oW M :2 o N> o QUiO CD SIx + n IL_ O '- w rn Lu W a a 0- w pkel 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 m' O O O N TYP F■ / 1 i 0 / 1 I 1 iilmmli o ON CURVE _ :3:]TYP• 11 0 io 11 +40.00 12 12 +80.00 1 - -- N00'30'12 af O 1 t7 N _ O 4 Of m W m m;Nj Ow C-4 C,1 W W N m m cV W �0 2 i Z o M 0 I (- rn QO > j r rni 1 Q Q o' O 30' 30' 29 a = m a_ 19 +I + 1 o' 20' 20' 10' o �- Q C) aw I m L0 C) oo W W I- 0 0- o Q Lj ±w ...... -Z= LLj N = +¢ p > to Q Q W W 354 :........................... I HORIZONTAL: 1"=50' I....... Z...................... VERTICAL: 1"=2' PHASES 1 AND 3 WHITTAKER STREET 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 TI =4.5 R =44 31.42' 100' VERTICAL CURVE 31.42' . . . . . . . . . . . . . . . . . . . . . . oak V% DES /GN FLOKINE PRDF/LE N tt ) M ... 354 >.....352 350 :...............: ...................... ......................350 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE 100' VERTICAL CURVE w m 0'10 rY N U N rtn O UI� w O Of d H to HIm U O > M �F ��tC) >;� U W M W ' W m OZ C14 W N m N ~I� ZD M o O I ,tn o to °� to o o r`n �' o Lo C� C� O O W W O O U M x X O O (n> Lj II I I I O QO >j rni X x +i + S0 0_O +' + o a a; ai ! o o_m! CL TI 04 o 0I. pr-I • O_ 00 I O O co O + Q N M �CL 354:........ I ............................ .. 354 EX /SI7NG GROUND PROFILE AT CENTERL /NE zz _ Ld . . . . .. .. . . - - . - -. . .-. . . . . . . . . . . . f 0.20 % - t -0.20% 0.62q 352 ................... V- .352 - - - � %. . . DES /GN FLOKI.INE PROf1LE. . 350 .................. .....................350 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE c C C O N r< N rn J w �w O N r- 04 + rn J w its E 17 C� 1� 16 vv I CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 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 1 42.00' 1 201.08' 274'18'46" 1 38.95' ■ ■ . u • 1 111' •��, 11 1 • � ©G Ln o N ! 30' 1 30' + 110' 20' 20' 10' 15 CI wi 14 00 II 0� m N rn LO oc) 1 0 0 W + 4+ o �ZW 00 of W > LLI Q Q L.iJ U o I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 CAVENDISH COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' ° ION CURVE Illd U IIU m 0 0)W r-W 0) 0) a, w 0 U r� w co U rl- �` rn m :Ld � n ul) Lo N i� M to O 00 00 t+� O P7 ro r< 04 00 + 00 CSI N M N O+ M 0)i X1 I O+ � o al _t J Q _j � 001 6� i ....... .............. .. ... 0.�.. ....... - -- 354 ........ :.......... .............354 EX /SANG GROUND PROFILE AT CENTERL/NE� -352 352 :...:...:. .0.259 0.22% - +-o.00 %:....... . - 1257 : DESIGN FLOfflNE PWILE 350 : ........................ ...........................:350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE o U 31.42' ON CURVET II a U* I1Um w(o 0_N v w!= X0) rnw0 Ur- 0, NO CL � rn m wt rn rn to rn• r- U) Lo Z N M �t 0) 00 m to M WO �j 00 + " a0 N O +M 0) �' + O O+ J ..............u....: ....I........... 354 ................ :.................................... 354 EXIST/NG GROUND PROFILE AT CiNTERLINE � - - �- - - - . . . . . . . . . . . 352' !. ........ :352 -0:25% . . . . . , . . . . . -0.25% -0.1% DESIGN fL0KINE PROf1LE .. 409 350". ............................. I .................. 350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U o_ LL °av0 w0 U) 1 wwU) W uwi� w Z O cnm=Z�wQ�° c7 0_QZUFZ�w�O �^ 07 Lf7 c=n = w Z ° > m ¢ vJ O (n w F o O J? C6 0 _ ww =� Jcn=�zm Z O w=0 Qwc�nv�� �- `~ N LLJ O ~ ~ ~���LL <~ < z F_ FZO °§ �aoo� TWZ ? 70 CO °o� O fA X z 0Zw Q QO m nw°"z LL �z Z �dx000iw U Y w w�> 0 U 0= w x ° w z w � � 0 O Q m N Q �v~i2 w W Z?�000m Ax W � c0 o O Q W o z o Q W Z N O QxO i0oOU� ry a c"o N Z p w W w W 0 °z Q Z j M �z� =OwUQ Lu W � pazaf -w > °U)� �- a0o N CEO IL Z Z m a oz Z z U C) W wow LL O W W= z Q U Lou Z O ^O mw L1. m = ¢ v > J C�cnw =�zQQO° z °2UCnW 2 �w �z ~=j °JOcn� O x I of w w 2 W p m O uj F: L W Q° w Z> c m Q U) W U M w O w z J Z 0 Q m F- W W U o w z Q co >- � E= O0� w z z dF -U°cr Q2 Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS ON CURVE _ ON C CURVE af O O of N U _ _ _ O U U Of m W m m;Nj Ow C-4 C,1 W W N m m cV W W 00 p o M 0 00 M rn QO > j r rni O p p d0_ + +I + + O m N Or ............. . ... ...... . °w ...... = +¢ 354 :........................... I I....... Z...................... EXISI7NG G GROUND PROF /L•E A AT CENT/FL/NF -.� - -. . .. . . . . . . . . . . . . . . . . _ -0.20% 352 .............. .-0-207, N tt ) M ... 354 >.....352 350 :...............: ...................... ......................350 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE 100' VERTICAL CURVE w m 0'10 rY N U N rtn O UI� w O Of d H to HIm U O > M �F ��tC) >;� U W M W ' W m OZ C14 W N m N ~I� ZD M o O I ,tn o to °� to o o r`n �' o Lo C� C� O O W W O O U M x X O O (n> Lj II I I I O QO >j rni X x +i + S0 0_O +' + o a a; ai ! o o_m! CL TI 04 o 0I. pr-I • O_ 00 I O O co O + Q N M �CL 354:........ I ............................ .. 354 EX /SI7NG GROUND PROFILE AT CENTERL /NE zz _ Ld . . . . .. .. . . - - . - -. . .-. . . . . . . . . . . . f 0.20 % - t -0.20% 0.62q 352 ................... V- .352 - - - � %. . . DES /GN FLOKI.INE PROf1LE. . 350 .................. .....................350 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE c C C O N r< N rn J w �w O N r- 04 + rn J w its E 17 C� 1� 16 vv I CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 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 1 42.00' 1 201.08' 274'18'46" 1 38.95' ■ ■ . u • 1 111' •��, 11 1 • � ©G Ln o N ! 30' 1 30' + 110' 20' 20' 10' 15 CI wi 14 00 II 0� m N rn LO oc) 1 0 0 W + 4+ o �ZW 00 of W > LLI Q Q L.iJ U o I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 CAVENDISH COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' ° ION CURVE Illd U IIU m 0 0)W r-W 0) 0) a, w 0 U r� w co U rl- �` rn m :Ld � n ul) Lo N i� M to O 00 00 t+� O P7 ro r< 04 00 + 00 CSI N M N O+ M 0)i X1 I O+ � o al _t J Q _j � 001 6� i ....... .............. .. ... 0.�.. ....... - -- 354 ........ :.......... .............354 EX /SANG GROUND PROFILE AT CENTERL/NE� -352 352 :...:...:. .0.259 0.22% - +-o.00 %:....... . - 1257 : DESIGN FLOfflNE PWILE 350 : ........................ ...........................:350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE o U 31.42' ON CURVET II a U* I1Um w(o 0_N v w!= X0) rnw0 Ur- 0, NO CL � rn m wt rn rn to rn• r- U) Lo Z N M �t 0) 00 m to M WO �j 00 + " a0 N O +M 0) �' + O O+ J ..............u....: ....I........... 354 ................ :.................................... 354 EXIST/NG GROUND PROFILE AT CiNTERLINE � - - �- - - - . . . . . . . . . . . 352' !. ........ :352 -0:25% . . . . . , . . . . . -0.25% -0.1% DESIGN fL0KINE PROf1LE .. 409 350". ............................. I .................. 350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U o_ LL °av0 w0 U) 1 wwU) W uwi� w Z O cnm=Z�wQ�° c7 0_QZUFZ�w�O �^ 07 Lf7 c=n = w Z ° > m ¢ vJ O (n w F o O J? C6 0 _ ww =� Jcn=�zm Z O w=0 Qwc�nv�� �- `~ N LLJ O ~ ~ ~���LL <~ < z F_ FZO °§ �aoo� TWZ ? 70 CO °o� O fA X z 0Zw Q QO m nw°"z LL �z Z �dx000iw U Y w w�> 0 U 0= w x ° w z w � � 0 O Q m N Q �v~i2 w W Z?�000m Ax W � c0 o O Q W o z o Q W Z N O QxO i0oOU� ry a c"o N Z p w W w W 0 °z Q Z j M �z� =OwUQ Lu W � pazaf -w > °U)� �- a0o N CEO IL Z Z m a oz Z z U C) W wow LL O W W= z Q U Lou Z O ^O mw L1. m = ¢ v > J C�cnw =�zQQO° z °2UCnW 2 �w �z ~=j °JOcn� O x I of w w 2 W p m O uj F: L W Q° w Z> c m Q U) W U M w O w z J Z 0 Q m F- W W U o w z Q co >- � E= O0� w z z dF -U°cr Q2 Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS c C C O N r< N rn J w �w O N r- 04 + rn J w its E 17 C� 1� 16 vv I CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 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 1 42.00' 1 201.08' 274'18'46" 1 38.95' ■ ■ . u • 1 111' •��, 11 1 • � ©G Ln o N ! 30' 1 30' + 110' 20' 20' 10' 15 CI wi 14 00 II 0� m N rn LO oc) 1 0 0 W + 4+ o �ZW 00 of W > LLI Q Q L.iJ U o I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 CAVENDISH COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' ° ION CURVE Illd U IIU m 0 0)W r-W 0) 0) a, w 0 U r� w co U rl- �` rn m :Ld � n ul) Lo N i� M to O 00 00 t+� O P7 ro r< 04 00 + 00 CSI N M N O+ M 0)i X1 I O+ � o al _t J Q _j � 001 6� i ....... .............. .. ... 0.�.. ....... - -- 354 ........ :.......... .............354 EX /SANG GROUND PROFILE AT CENTERL/NE� -352 352 :...:...:. .0.259 0.22% - +-o.00 %:....... . - 1257 : DESIGN FLOfflNE PWILE 350 : ........................ ...........................:350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE o U 31.42' ON CURVET II a U* I1Um w(o 0_N v w!= X0) rnw0 Ur- 0, NO CL � rn m wt rn rn to rn• r- U) Lo Z N M �t 0) 00 m to M WO �j 00 + " a0 N O +M 0) �' + O O+ J ..............u....: ....I........... 354 ................ :.................................... 354 EXIST/NG GROUND PROFILE AT CiNTERLINE � - - �- - - - . . . . . . . . . . . 352' !. ........ :352 -0:25% . . . . . , . . . . . -0.25% -0.1% DESIGN fL0KINE PROf1LE .. 409 350". ............................. I .................. 350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U o_ LL °av0 w0 U) 1 wwU) W uwi� w Z O cnm=Z�wQ�° c7 0_QZUFZ�w�O �^ 07 Lf7 c=n = w Z ° > m ¢ vJ O (n w F o O J? C6 0 _ ww =� Jcn=�zm Z O w=0 Qwc�nv�� �- `~ N LLJ O ~ ~ ~���LL <~ < z F_ FZO °§ �aoo� TWZ ? 70 CO °o� O fA X z 0Zw Q QO m nw°"z LL �z Z �dx000iw U Y w w�> 0 U 0= w x ° w z w � � 0 O Q m N Q �v~i2 w W Z?�000m Ax W � c0 o O Q W o z o Q W Z N O QxO i0oOU� ry a c"o N Z p w W w W 0 °z Q Z j M �z� =OwUQ Lu W � pazaf -w > °U)� �- a0o N CEO IL Z Z m a oz Z z U C) W wow LL O W W= z Q U Lou Z O ^O mw L1. m = ¢ v > J C�cnw =�zQQO° z °2UCnW 2 �w �z ~=j °JOcn� O x I of w w 2 W p m O uj F: L W Q° w Z> c m Q U) W U M w O w z J Z 0 Q m F- W W U o w z Q co >- � E= O0� w z z dF -U°cr Q2 Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS ■ ■ . u • 1 111' •��, 11 1 • � ©G Ln o N ! 30' 1 30' + 110' 20' 20' 10' 15 CI wi 14 00 II 0� m N rn LO oc) 1 0 0 W + 4+ o �ZW 00 of W > LLI Q Q L.iJ U o I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 CAVENDISH COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' ° ION CURVE Illd U IIU m 0 0)W r-W 0) 0) a, w 0 U r� w co U rl- �` rn m :Ld � n ul) Lo N i� M to O 00 00 t+� O P7 ro r< 04 00 + 00 CSI N M N O+ M 0)i X1 I O+ � o al _t J Q _j � 001 6� i ....... .............. .. ... 0.�.. ....... - -- 354 ........ :.......... .............354 EX /SANG GROUND PROFILE AT CENTERL/NE� -352 352 :...:...:. .0.259 0.22% - +-o.00 %:....... . - 1257 : DESIGN FLOfflNE PWILE 350 : ........................ ...........................:350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE o U 31.42' ON CURVET II a U* I1Um w(o 0_N v w!= X0) rnw0 Ur- 0, NO CL � rn m wt rn rn to rn• r- U) Lo Z N M �t 0) 00 m to M WO �j 00 + " a0 N O +M 0) �' + O O+ J ..............u....: ....I........... 354 ................ :.................................... 354 EXIST/NG GROUND PROFILE AT CiNTERLINE � - - �- - - - . . . . . . . . . . . 352' !. ........ :352 -0:25% . . . . . , . . . . . -0.25% -0.1% DESIGN fL0KINE PROf1LE .. 409 350". ............................. I .................. 350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U o_ LL °av0 w0 U) 1 wwU) W uwi� w Z O cnm=Z�wQ�° c7 0_QZUFZ�w�O �^ 07 Lf7 c=n = w Z ° > m ¢ vJ O (n w F o O J? C6 0 _ ww =� Jcn=�zm Z O w=0 Qwc�nv�� �- `~ N LLJ O ~ ~ ~���LL <~ < z F_ FZO °§ �aoo� TWZ ? 70 CO °o� O fA X z 0Zw Q QO m nw°"z LL �z Z �dx000iw U Y w w�> 0 U 0= w x ° w z w � � 0 O Q m N Q �v~i2 w W Z?�000m Ax W � c0 o O Q W o z o Q W Z N O QxO i0oOU� ry a c"o N Z p w W w W 0 °z Q Z j M �z� =OwUQ Lu W � pazaf -w > °U)� �- a0o N CEO IL Z Z m a oz Z z U C) W wow LL O W W= z Q U Lou Z O ^O mw L1. m = ¢ v > J C�cnw =�zQQO° z °2UCnW 2 �w �z ~=j °JOcn� O x I of w w 2 W p m O uj F: L W Q° w Z> c m Q U) W U M w O w z J Z 0 Q m F- W W U o w z Q co >- � E= O0� w z z dF -U°cr Q2 Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS Ln o N ! 30' 1 30' + 110' 20' 20' 10' 15 CI wi 14 00 II 0� m N rn LO oc) 1 0 0 W + 4+ o �ZW 00 of W > LLI Q Q L.iJ U o I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 CAVENDISH COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 U 31.42' ° ION CURVE Illd U IIU m 0 0)W r-W 0) 0) a, w 0 U r� w co U rl- �` rn m :Ld � n ul) Lo N i� M to O 00 00 t+� O P7 ro r< 04 00 + 00 CSI N M N O+ M 0)i X1 I O+ � o al _t J Q _j � 001 6� i ....... .............. .. ... 0.�.. ....... - -- 354 ........ :.......... .............354 EX /SANG GROUND PROFILE AT CENTERL/NE� -352 352 :...:...:. .0.259 0.22% - +-o.00 %:....... . - 1257 : DESIGN FLOfflNE PWILE 350 : ........................ ...........................:350 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE o U 31.42' ON CURVET II a U* I1Um w(o 0_N v w!= X0) rnw0 Ur- 0, NO CL � rn m wt rn rn to rn• r- U) Lo Z N M �t 0) 00 m to M WO �j 00 + " a0 N O +M 0) �' + O O+ J ..............u....: ....I........... 354 ................ :.................................... 354 EXIST/NG GROUND PROFILE AT CiNTERLINE � - - �- - - - . . . . . . . . . . . 352' !. ........ :352 -0:25% . . . . . , . . . . . -0.25% -0.1% DESIGN fL0KINE PROf1LE .. 409 350". ............................. I .................. 350 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE U o_ LL °av0 w0 U) 1 wwU) W uwi� w Z O cnm=Z�wQ�° c7 0_QZUFZ�w�O �^ 07 Lf7 c=n = w Z ° > m ¢ vJ O (n w F o O J? C6 0 _ ww =� Jcn=�zm Z O w=0 Qwc�nv�� �- `~ N LLJ O ~ ~ ~���LL <~ < z F_ FZO °§ �aoo� TWZ ? 70 CO °o� O fA X z 0Zw Q QO m nw°"z LL �z Z �dx000iw U Y w w�> 0 U 0= w x ° w z w � � 0 O Q m N Q �v~i2 w W Z?�000m Ax W � c0 o O Q W o z o Q W Z N O QxO i0oOU� ry a c"o N Z p w W w W 0 °z Q Z j M �z� =OwUQ Lu W � pazaf -w > °U)� �- a0o N CEO IL Z Z m a oz Z z U C) W wow LL O W W= z Q U Lou Z O ^O mw L1. m = ¢ v > J C�cnw =�zQQO° z °2UCnW 2 �w �z ~=j °JOcn� O x I of w w 2 W p m O uj F: L W Q° w Z> c m Q U) W U M w O w z J Z 0 Q m F- W W U o w z Q co >- � E= O0� w z z dF -U°cr Q2 Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS Q • o O O W o w = 0 m Z w w U co > W L w o a _ a o a 9- 00 mod° � , Q can Q' r j W > U o dy H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS H Z , _ J U) C/) LLI � W Q z U W Q c� = cn Of > w Y o < C:) H � N � U) WV Q Z o C) a 0 +T 3 0 U N � z N 0 0 w cr DATE 11/20/2014 PA JOB No. 14 -2772 i 4 SHEET E 0 a ;_ N N - OF 21 SHEETS CONSTRUCTION NOTES 71 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST-3. ❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. El 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 l') F5_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F-61 CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M 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 13 12 ml _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 SEWER MANHOLE SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT nM a- C3 uj INSTALL W-31(CA) SIGN WITH OM4-3 MARKER oz M. q- 0 C) AT PHASE BOUNDARY OF TRACT IF ADJACENT I- uj +00 to C5 D AT THE SAME co cn --d- + Ln 0 + PHASE IS NOT CONSTRUCTED + 00 ;z + TIME. REMOVE AND SALVAGE SIGN WITH + CONSTRUCTION OF ADJACENT PHASE. + U- 39 U- co Lq co U-) 23 U-� 24 to c" 34 u- 35 36 37 38 cl� Ln 21 22 u� LQ SAME I T M E 17 18 19 20 24 u') (D Lc) + 16 Lq Lq L6 0 CD + + + + 15 co 6 L6 + w c`) + + + + + + 3: C"i 0- 0 m m CD z I _j 2 _)C�- 15'cd _j -1 2 1 277' 27' 27' 27' M: jo 22 7' 27' )7' __j CL Q. 27' 27' - I I - - 27' 27' _c 7' rm 7 ryp r T I Typ. - — _L - — - — - - I N LA I N c DO 12 ---------- -- — -- -- — —— -- II- - U) Lo 30' 30' + 10' 20'11 20' 10' _ z 0 0 F- r) LLJ F- D Lj Z Ld < Lu -r :z > U) F- r ry Lj 0 W z V) 13 S00*35'43"W 14 i 4— 2 17 27 r_-27' 3: cn 0 0 C) O o _j _j Ln Lo Ln 0 in" 0 0 0 C) CD ai C� + + + + 0 + 33 32 C14 31 3 29 + 28 ON Oil x�o 41 �lto.lojo 16+35.56 1 /+bb�bb 1 19 20 15 16 18 8 SOO*35'43"W — — — — ------ - - - - -- –- — — — — — — — — -- o CD TYR N '43"W 9--' 77-r"-'- 2-7t > IF-- 3: 3: m c� c� U-i w w Ln :2 U 0 42 0 0 0 0 0 (f) 30' 1 1 30'1 1 31 _c 30 i 0 20' C) 0 00 �10'1 2 + + + m 27 26 Lo co ui m 25 cL cL 33 oil! 17 < C-4 c� (o ckf 0 0 Cl mi Ld m W LLI I LLI qt- s 0 Z) Lq m LLI r-6 30 1 30' 1 ul) a- 00 0) r-e). C14 C) +Iz +1 (1) Ld (7) + 1 o' 20" 1 20' - 10'— 06 z (C�l 43 C Fl- m m > < < LL, L0 LLJ 0 w 0 U) Ld LLJ rLi F_ CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 13.70' 22*25'35" 6.94' C 2 8 4.00 --i- 97.5 _ F 4F4_5'40" 201.60' C3 35.00' 54,92' 89*54'29" 34.94' C4 35.00' 54.98' 90'00'00" 35.00' C5 35.00' 13.70' 22*25'35" 6.94' C6 noon n ors-7 197.70' 134'51'11" 202.06' C7 20.00' 31.38' 89'54'29" 19.97' C8 20.00' 1.45 90-05'31" 20.03' PHASES 3 AND 5 HAMMERSMITH DRIVE CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL-11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI = 4.5 R=44 %-..# C) =) W — z ct LLJ > U) L0 Ld U) HORIZONTAL: 1"=50' VERTICAL: 1"=2' nj m . . . . . . . . . . . . . . . . . . . . . . 354 ............................ ............................ 31.38' Z 31.45' 50' V.C. 00 54.98' ON CURVE U) r-- �- LN 11 c) mc) ro r-m (Dw M U r**� > 000 O>> (ou r'*� > LLJ C) ,,r- a- Ilp ON CURVE Lo 11 u m cr 0 LLJ 0 0 f1f mz c� M LLI, CN C14 .6 Lr) " 0) Lo M pr) 04 CL FLO 0- (o Lo 00, L0 + C-4 L0 LCLo Q:J n cl- "d: o o C) te) 0 t cq 0 ml C'i w n L0 LLl L,Ll w >O �t IS + 00 c� 0� ".4- U-) - i + C) 17 C14 ro noon n ors-7 C) C) eq ri L0 L0 Ln 0 rl: +0'- (01 0 Lo 't (D X w . . . . . . . . . . . . . . . . . . . . . . m .. . . Lo . . . . . . . LL, (0, Lr) rl) al iq. L0 1 11) . . . . . . . . u- . . . . . . . . . . . . . . . . . . C) 00 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (L CL c'4 L� u 0) rr) LL_ w w C14 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a- CL . . . . . . +1 . . . . Lo............................. ............................. + . . . . . . . __--- m4_ -___- . . . . . . . . . . . . . 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z Lu z w VJ ncNi GROtIND PRO AT CLENI-ERLINF� w co > 354 LLJ - — - - - - - - I-,Fv1,571AC ......... Z m . . . . . . . . . . . . . . . . . . +0.25% . .... .4.25%. 0 < * ' ' * ..... * ' * * ............... +_C�_, < 0,- 11-1 +0.20% < 0- ...... 352 352 ....................................... ............................................. ............... ............................................................................................................. -7 S/ NO- GROUNO-PROFIZf -A T CENTERLINE CL +0.207- . . . . . . . .. Z; DESIGN ROKINE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . ......................... ........... ........ +0.35%- ......... . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . +0.20% .................... 350 350* ......... . ... ....... ........... ....... .... ... ... . .... I ...... .... .... ............................. 1 . 3+00 ........... 1 . 4+00 ........... 15 +00 ..... I ........................ 16+00 17+00 18+00 I ................................... 19+00 20+00 21+00 22+00 9+ 00 10 +00 11 +00 12 +00 WEST FLOWLINE PROFILE nj m . . . . . . . . . . . . . . . . . . . . . . 354 ............................ ............................ +0.21% U. 7ft-* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . +0-21 ...... ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... -�OEVON. FZOAilNi PROFILE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ........ 350 ............ .............. .................................. ............ ...................................... ......... 350' ..... 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 EAST FLOWLINE PROFILE LL oaWO w 0 co 6's pt a- z 0 j,= = of UJ 7- z w x- '5 0 > Z Lu Uj tf= - 'z w I < 0 LL 0"T=.tmH- z i� a_ zo c� 0 C) < ~ < LLj z z a H ¢ 'z 2 Ld z 00 < Z (L L' L-L' 0, Z 0 Or g w] L-L' > - W> Z< LLl L�L' z z L' cri? 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LLI C) cn >' <01 c6l C�4�. od 0 u 0) rr) 0 w w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a- CL . . . . . . +1 . . . . . . . . . . . . . . . . . . . cx) + . . . . . . . __--- m4_ -___- . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M. Z Lu z w VJ ncNi w co > 354 LLJ si........ POW LL w ................. Q� 0 < * ' ' * ..... * ' * * ............... +_C�_, < 0,- 11-1 M 0 < 0- ........................................................ -7 S/ NO- GROUNO-PROFIZf -A T CENTERLINE CL . . . . . . . .. Z; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . +0.20% an nCQ'A C7 /W 1AX 19 +0.21% U. 7ft-* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . +0-21 ...... ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... -�OEVON. FZOAilNi PROFILE . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ........ 350 ............ .............. .................................. ............ ...................................... ......... 350' ..... 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 EAST FLOWLINE PROFILE LL oaWO w 0 co 6's pt a- z 0 j,= = of UJ 7- z w x- '5 0 > Z Lu Uj tf= - 'z w I < 0 LL 0"T=.tmH- z i� a_ zo c� 0 C) < ~ < LLj z z a H ¢ 'z 2 Ld z 00 < Z (L L' L-L' 0, Z 0 Or g w] L-L' > - W> Z< LLl L�L' z z L' cri? I z I uw) < 0 < owf T 0 w'9w w5uam� "5mo --,62<m Z 0 LLI Lt�l LL, o 0 2 z T Lu o coo cf) cf) z Z Lu ozz 0 w 2wo mQ LL m -- - LL' . <:,:: <' -, I-) :z Ly Lu LLJ D < _j Ly o 0 < C/i _j LLJ w > 'o K o m: 2 � Lu 2 ly u- o"" W 0, 6 z���Q o LL > >� w F-- o 0 co U) 0 0 Lu co LLJ 0 LLJ Z 0 < � -i , w CL wwo0wz<w)-w TlsQw=o=wzD a- I— u o ll� < 2 0 C) co (y) C7) Q0 u) U) 0 5 Lu z Lr 0 1- w -Fu 0 C/) LL Lr) w C/) z < W (.C) 06 W C") Z c) ry 0 co c'j LZ � m li w U) 7-- c"A F-- 0 Orf C) O CIA CL L U) 0 U) CD Z 00 C/) a- > U- 0 >' Z C/) � 0 Lu Q 0 LlJ 0 0 LLI 0 U) O 0. LLI 2i 0 w w a_ Z _j (D co Z Lu z w VJ w co > LLJ LL w Q� 0 < DATE 11/2 012014 PA JOB N D. 14-2772 LL 0,- 11-1 M 0 < 0- U) 0 U) CD Z 00 C/) a- > U- CL, >' Z C/) � Lu Q 0 U) 0 U) CD Z n U) Llj � W >' Z C/) � Lu Q 0 LlJ > 0 U) O 0. LLI 2i LJJ VJ U) z Lo Lu DATE 11/2 012014 PA JOB N D. 14-2772 SHEET 8 OF 21 SHEETS CONSTRUCTION NOTES 71 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. 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') F5_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 U W 10 N + O _• INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 0• CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ca� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - -- - --&- EXISTING EDGE OF PAVEMENT 'tV o w M rn Lp If I Lo cDi!z + + O � O m N II rn -11 CD -I 45 fr v m rn N U m N F 0 W Z Q Q LLJ 0 w 26 27 PHASE 1 LONGHURST DRIVE HORIZONTAL: 1"=50' VERTICAL: 1"=2' 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 31.52' 50' 31.42' ON CURVE I VERT. CURVE ON CURVE 0 O U tl N I� U t� N LO U Lo U >lo N wig M; C5 W Lo Lo i rri . r7 �"� N M 11 rn rn 354 ............................... Nj ±'o t +i j............354 + + O t .N p. O dC•� . T I �EXISIING GROUND PROFILE AT CENTERL /NE. . . . . . . . . . . . . . . . .----- - -. -_. - - -- - _- -- _ - I - - -- t. • :...:352 352 ................... ............................... :.................... i +0.37% - 0.20 %i . .. ............................I ..........._0.20 %.. b- +o 51% . +0.37% - 0.519, . . 4ES /GN FLOWL /NE PROF/LE : � 35O 350:... :... : .......................... ................ 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE 50 31.42' �! - VERT. -CURVE -1 ION CURVE 0100 U 't II 0 U;� C-4 r- U;!-- w,N 0! Lfl Of Id• X00 �W U' m O N`- w ._ m0 WO a-; o �M �M m rnM � �� �I� �� +,�I� + 11 i i � N 354 354 .................. E .................... oI. �ol"'..ol...�;��.± ...........N ..... I........... . LL_ J 'J EXISTING GROUND PROF /LE AT CENTF4L /NE . . . . . . . . . . . . . . . . . -_ -� - - - - - -- -- - -- - - - - - -- - -- - -- -- . . . 352 .....: . I .;: . . . . . ., �. . . . . . +p.69% .0.20% . _020% +0.25% +0.69% . . -0.512 • 25% �Df -90V FLOWUNE PROFILE +0 . 350' ......................... ............................... ...........................:350 ............................................. ............................... 8 +00 9 +00 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE U 0 o_ u u Z I cn N '-d- Ocl� N N + + 0) 0) _j I -i 5 CL � g +3 CL 6 l s o < Nh -o w w Na �v FRI- A- u Of Q_I II UI U-) � I�(6 +'.) O 0 �+ �I o o !i J 7 L� + `t i N N 01 + 30' C ® 00 10+00() 0 N � N 0 i U CL r 3 N + O J L.� 15' U + o U J W w cn cD c0 + + Lfi +T O _j 2 • a - 27' �- L Q o U U 00 w II U CURVE N¢ r)cn DELTA m N II rn 42.00 � oW 38.98' +z +� 48 �-m ~► C3 W CD 10 �_j WI 992.00' N N 9 n N . 56.95' 0 O LO 380.22' O + + ", C6 1028.00 N r 62.90' r J � ! :!-Z 101.96' 05'54'02" 30' C8 35.00' 31.52' 12' 12 +15_84 4 I C9 II 1 2 o 1 CA jl 30' I I 1 30' 1 10' 20' I 20' 10' mi w Wi I I 1 11 ;�'I rn g I 00 Lo r` +, �' �N +`- x i N J 7Li S m W L� 1T� --le '-4, rrl j PHASE 1 u �! rr j r7 +°° 11 r7 �+ J i LL_ v/ O o�� 1 _5033 C8 / Y / 27' KINGSBURY COURT CONSTRUCT 0.20 1MIN. 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 Yom! / ON CURVE + U CURVE RADIUS LENGTH DELTA m N II rn 42.00 O II �; C:)N 38.98' 49 C + ° � 48 OBI +� C3 + � !U- 45'39'11" �_j I 992.00' KINGSBURY COURT CONSTRUCT 0.20 1MIN. 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 Yom! / ON CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 42.00 201.05' 274'16'24" 38.98' C2 33.00' 28.09' 48'46'41" 14.96' C3 33.00' 26.29' 45'39'11" 13.89' C4 992.00' 113.78' 06'34'17" 56.95' C5 1010.00' 380.22' 21'34'09" 192.39' C6 1028.00 125.65' 07'00'10" 62.90' C7 990.00' 101.96' 05'54'02" 51.02' C8 35.00' 31.52' 51'35'59" 16.92' C9 20.00' 30.75' 88'05'10" 19.34' C10 20.00' 30.56' 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' 31.42' 90'00'00" 20.00' HORIZONTAL: 1"=50' VERTICAL: 1"=2' . . . . . . . . . . . -0. . . . . . . . . -0,.25/07. . DESIGN F10WL/NE.PROfILE� 350 :................. .. ....... .... ........ ......... . .. ... :I...:...: ...................: +0.20% +0.25% :350 . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... .............. ................. 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 SOUTH FLOWLINE PROFILE U LL °Q UO w0cn CO J I O Wa ~ p wp Q ZU (n W uiZLL w uwimwU) W ¢gip u'�i=0 'o w i¢ z F z W W� 0 ...wzzo >m(TQ Oz�cnu��? 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J LL. -4. W O o W N ' A 15 N FI AT CENTERLINE N i 00 00 - _._.- .- - - - -.- - � - - -- . 352 . . . . . . . . - - - - • . . . . . - • . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .352. -Or25q - 0.25% . . . . . . . . . . . . . . . . . . . . . . • . • • • • . . . • . . . . . . . . . . . . . +0.51% 350 :...:...:......................................- DES /GN FLOWL /NE PROF/LE o. 7p q..+ 0. 20%.... ............................... +0.20% 350 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 o NORTH FLOWLINE PROFILE U Q 30.75 30.56' ON CURVE ON CURVET IIUOmU II n- Z 0. C-4 IIUm 3' mo �,�m� ow.° t`�w � w o rnm (Oo c �WU o O Lo POW, M r7 r7 t L_ Lo n Lo pj Ln r7 N � � � +00 I � +354 . . . . . . . . . . . . . . . M 354 . . . . . . . C) . . . . . . . . . . . . . . Ira EX /STING GROUND PROF /LE AT CENTERLINE . . . . . . . . . . . :...:3 352 :...:...:...:...:...................................: j.. ......................... . . . . . . . . . . . -0. . . . . . . . . -0,.25/07. . DESIGN F10WL/NE.PROfILE� 350 :................. .. ....... .... ........ ......... . .. ... :I...:...: ...................: +0.20% +0.25% :350 . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... .............. ................. 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 SOUTH FLOWLINE PROFILE U LL °Q UO w0cn CO J I O Wa ~ p wp Q ZU (n W uiZLL w uwimwU) W ¢gip u'�i=0 'o w i¢ z F z W W� 0 ...wzzo >m(TQ Oz�cnu��? W <Y2�J�S3 oz gwF�QZU)w� E ; � z F U F U) p 0 w p~ Q L z z U 0 w Qa���t -� =wz O a ¢ H F _ 0 Z w U 00 Q m U z z� a Wa z z 0 r0- i)z����`?w�w WW} jOUZxcnrr p=z¢o"'1wzzo Q F x p z W o 0 0 m zo - 0Lw,WP OoIt lEO�pv Fcoz0F¢ a n- O CL Z a F Lu w 0 U U=0w, _ W <0u- 2F -Zc-, IZ) nCnU UzpW F0,WpwL- CoLu Z)Q�vvzo °_ =z¢ww z } O w _ _ Z�OLLwUOaoFF ¢¢ J w W J O C7tnW 2�Z¢¢Op zp2Utn W 2 � W �QZFS > °JO[nFF- 2'WO�ww =Wom Lu a0�Lu U) F- D p }cwijF_(DDOZ�w m co O W z J Z z0 ¢ m ¢0' _j _wU2tl >F W W UO W z¢(n }N i=- FF--0IL 0 w <iE U _ z co co rn Qoo W z �6 O N Luch Q > U U 5 N N x cn 0 a) (� Z ca Q w uj tYl N W N M OZS Z ° U) N Z Wc� W U r ° 1r�1/� ° 0 `V r L � ui > w 0 ° O DATE 11/20/2014 PA JOB No. 14 -2772 O O W O n w w Z = J } W W w LLJ LL W a 0 LL W a 0 0 M U I F- rn N r� r` N 0 N r` r` N ul c E 0 Q E N r. ?� 9- O W 3: > U V O o����s /93� * SAP Q � O J � U n U) LLJ z � m W Q � �= z > uj � Y D � W ry o w � N � C/) ry ui W Q z z z 0 > w DATE 11/20/2014 PA JOB No. 14 -2772 SHEET 9 OF 21 SHEETS 1 CONSTRUCTION NOTES ❑ 1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. -C> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. M2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. QQ CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. F3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND + INSTALL STREET NAME SIGN PER CITY STANDARDS. PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ® 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 EXISTING UTILITY POLE MAX. DENSITY, TO A DEPTH OF 1') OO SEWER MANHOLE ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © SEWER CLEANOUT © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. 0 STORM DRAIN MANHOLE (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) - - - - RIGHT -OF -WAY M7 INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) - - - - - SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STORM DRAIN ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. L - EXISTING EDGE OF PAVEMENT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION ry C) yqM ao C7i 00 + SFF pR�V S,��T cf Sy�F y �. /20 " 16 6 C f 30 10 92995 // / C) INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER / w IIU AT PHASE BOUNDARY OF TRACT IF ADJACENT Lo PHASE IS NOT CONSTRUCTED AT THE SAME h/ o+�? TIME. REMOVE AND SALVAGE SIGN WITH 15 �o /// ! 33 +� CONSTRUCTION OF ADJACENT PHASE. �± o• / �O "w / o 34 LqN. m ct pW �, +� CNm aoc v) m t/) m FL 9k8013 / c3' 2j ' / rn 35 rN o6 00 g (n i mwl ci0� z S 3 . co CN + Sri 00 +ILL, 1100 0 a c - _ � (Tl I z pW 28' o MN +'`> > r ? �U m r�0 -ao w s8 36 �m Nm m `� r +r- , 42 924 0 / �� q, �` , o CS m +C '"� ITl o N 37 � 38 �0 lo 41 x N 0 39 �, 3 I -j' �, fa 14 �h ®o o \ / 7/X 4 \ 35, r1 2 °� `�' ' a M 40 M ' ' 30''' II 20' 10' w I r 3 r LSD a + 'D 10' 20 J w o TYP. ° Z r n > 3 , w o 31' 1' v o� o / 2 12 +g 30' 13 �� ®® 152 / o 2g 13 TYP. 12 / a Y. o 2�� � � - , 13 +31.52 � � � 1 14 +349 15 - o C4 Y 1 16 - O 4- Q_'i I -_ - S - 17 �o oN o. 0 2 _ s�- ----- - - --Qc o © - - - -- 16 +62.26 5 C11 -_ .� N U' 1 ,, 1� '' `� - - - 27 6 0o m v rn > 27- 7 r + o, Ni o i ° - - n o II `n + N - - -- - - 2y 27' 2 r T J +J O+ 11 `v U v rn o TYP. 3 27' 27' r -n w U Z r r r J + 0 W ° �_ ° r •- J ao mI z 36' rn om' Z , N m g J W 8' 22' 12' 22' 8' � o z 5 4 N J II C•i; o m' ! W 8 J Q_ W �! J 7 6 ui CD �� o`W w LL It ;° rj 1117 m_ 11 . twn 0 Lo! 11 . LLI +� �00 °o) _ F- �- � NW) � 'du- �� Ln �� n &� /yw w `n+ c��1u) 3 �LJi.�m J \ Z �w Y � PHASE 5 NORTHAMPTON AVENUE 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' C5 500.00' 140.02' 16'02'43" 70.47' C6 a 520.00' 145.62' 16'02'43" 73.29' C7 1280.00' 285.16' 12 "45'52" 143.17' C8 1300.00' 796.73' 35'06'53" 411.32' C9 1320.00' 57.73' 02'30'20" 28.87' C10 20.00' 30.70' 87'56'50" 19.30' C11 1 1320.00' 492.61' 21'22'56" 249.20' C12 1 20.00' 31.97' 91'35'56" 20.57' C13 20.00' 32.13' 92'02'23" 20.72' C14 1280.00' 258.94' 11'35'26" 129.91' C15 20.00' 30.69' 87'55'19" 19.29' C16 20.00' 30.71' 87'58'10" 19.30' C17 33.00' 40.44' 70'12'39" 23.20' C18 42.00' 192.99' 263'16'19" 47.25' C19 33 .00' 10.55' 18'18'54" 5.32' C20 1318.00' 1 44.92' 01'57'09" 22.46' U O D_ II tl Z N co00 r �i 47 + ` + �i N N i N 46 J J �mlz 1w oQ � CN ! �O C,4,-- cot 00w; z g w -T p 5 cfl�in: 45 rlw +z ocn oX 1 rnm tn,Q 6 r U N a Z�' Aso ' 6 TYP. 48 w 44 M 'm J z w N w a $25 �Ok,Y 43 n ° 3�' u` 12 C2/ / C1 C OwY 3 0 31' 4/ 2 49 U 1 Z \\ ' g 00 i LLI cc > o +I ' 2 O ) N 12 TYP. O N C7 Q j > U r ±� c9 U U 1m J `' w Lp P 2 - cv- CGS, W CD + caa' c!� ° +' Q rn� `LZ \� U O N O N 12 O N C7 Q j > U r ±� N X U O+N J `' w 06 LLJ Z a) o w o - cv- N O crf 0 0 0 n r 0 N c!� ° +' Q +N ° LAJ t�A A o O Q LLj O O o 1 'N HORIZONTAL: 1"=50' VERTICAL: 1"=2' v °wt v LL w 0V) pa° w O w- m p J ZUUajW wZ�Fa- uwimw�)"'w¢�o w=az~zWwzo a<n1Ez� >-`nQ ZW W O'OOQ�C70= W 2O W= WU¢LL C7f-I- CO 102 U)LL 0 =f-. Z O LL H U F� O - Q a Q= ~ , = w Z ¢�Q°}°cwi O cnw�pwwZu,nz c0-n z Q ° o = w wwr >OUz =cna Q F u) O z a ¢��pzWO °Om W LL Z x Cn E p O� Q� w� z p Q 0 z O p= U� 0 0 o° Z�= o w° Q� aza w >p V) Q w O z x O O z z 0 = U w H z w Q 0 �r- zw��Ucnv)v U Z p W F w w 0 W u- >< '< 8 S F') 5 '0 °z�oWZo��� =� Q F J w w p° O�i- wap�z?c�nm¢o-, m i j O w Z Z p Q m Q a. J. W U a >H W W U O W Z cn >- v) HToat=- °U0aQ5 CONSTRUCT 0.201 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 50' V. C. TI 4.5 R =44 54.98' 31.97' 32.13' U ON CURVE ON CURVE) ON CURVE a � �n � �n IIU m IIU LO IIUIm r- C) po- rn w � � c0 pw rn prnlr�o Ilo =1r� w ro pUlm Ulm II U II'UU II U U O U,U7 Om 0 Nw co Nm!C9 r 00 r- �-U 00 U.d U � OU N CO N- OOLU!O H (0 CD a'C9 Z m> Z aO ZjW m W i tf) lf) N 00 06 m 06 W. m Cn CD w O On O Q f O' n.1 t� cn O) d Q) O O • N (A N W) irjm ! � � r4) .=m tL) M O tf) CD W O O O 0D �p Cn I LO _ 00 W) � r7 M r� O rr) d N OOrnI rh MO CJ r> NO M M I r7 O W) n W) ca (�! � p to LO of + II II + .! +� tU II II +Zi I +Q � cNp 000 ? N' In +'�t in N� r jCV j �' CL)J J J cDr-' �M t�J J J OU' X OF-. rr') O) M t!•) + LO r+ r-+ M �UIU-Li +! O •-U w4 Tm N _+ + + r7� N . . . . -.- -.� �.- -.� . . . . . . . . . . . . . . . . . . . . . T+[� - - -. _ - - - Vii-' Z - N N M N 0uj tb � �!Q � - - - -- o \� �. EX /S7INGGROUNDPROF/LEATCENTERL/NE zo J' _,! -^ CzJ °------------ .-------- - - - - -- �I �n �' ``' ``j `` \ - - - -- - - - - - -- - -- -- - --rL� 352 :...:...:...:...:...:...:... :...: :.... --. -. T T. �. T. - -. - . - -. - -. - .. -. ................... � CD . ... ... .. r...... ..............................: .....:... + .:...:... _ . :352 Lo. �• I . . . . . . . . . . . . . . . . . . . � N . . . CN ............................ ............ ............................... ........... .... ... ... .....-- .-- ........................... �a.. �{ +0:53 919 74% -0.35q . . . . . . . . . . . . . . .41.% +0.41 % . . . . . . . . . . . . . . . . . . . . . . . . . 50 350 :............ ........... ......................... .... +0 3 -0.44% . +0.41 %: DESIGN FLO{f /NE PRORLE -0.44% i 2 - 0.53i" �-af-51GIV FL_OWLINE PROFILE . ..................................................................... ......................... 0:20q k�� - 0.26 %a +0.26% :...:...:.. 34 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ...... � 348 ........:...................................................................................................................:... ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 NORTH FLOWLINE PROFILE 50' V.C. _ 30.70' 30.70' 1 50' VERTICAL CURVE 30.69' 30.71' ON CURVE ON CURVET nts ION CURVET ON CURVET Ulan U', 00 pU m IlUlco IIU 11U tiw 4- C'_ o � 0) p0' 1 U O IIoIrnN � U) C) U 00 IIw N a! Lo w O II D_ a0 IIU m UI'- II U II UU it U L).T D-' SOW U Om ;N N�+ -��O Nm �' NOOOU N U �F U LO M)U N W tpm Q_ . r W t!') CA O C) Cn CTi CT) aj > Cn CO- 00 r' 00 CA > O a0 U d- U CS) U O O U O O m C.7 (n > N >_ > (/) > I.F O NO r7 O N 107 N W m �+••� m N to dj t(') d- M r� r7 m 00 00 o0 cD o0 00 aC) w Mid CS) �+ ! N N r- O_ c0 m c0 W 0_ c0 ,� � �t p m � - � 00 � CV t\ d d �t c0 O w O r N , Cn 00 N tf) O r7 Cl ON d to r7 00 r7 r7 T r�7 00 N) N) 00 r7 r7 M 00 M j m + r7 r7 M t C) r7 O I r7 r7 �p M r7 r7 M r7 cO f CA M M d I_ 00 p +� +� +ice +U II II +°0 I + +C.0 J J cD 11 !I +�' O+rn +O M ,n a0 0i � ±� N� r7� r7J JJMIt d-00 � OJ l.�ti UU CD CVO c- + r.,� N.pq� +�r7 00 001 +jr7 �+ r + �+ �U.Lili ACA r-+ +. .�U' -r >O F :+i. + _ - _ - -. N�._.� NF Nhr7� N . +.- -.- - -. �_.�• -- rj- - _ -r -. . . . . . . . . . . . . . . . . . . �r . . . +. co D' �'w a r EX /STING GR011N0 PROF /LE AT CENTERLINE rn}- - - - - N �, - - -- - - - - ° LL- LL- \� -j O Zp J - J - -�fZ� -- -- - - - -- - - - -- - - - - -- �I . . . . . . . . . . . . . . - - -- 352:...:...:. .:...:...:...:...:...:...:... �` :. :...�� -.: - .- rT.T� :T -. - =. = -„ =. :- -- --- - - - - -- - - - -. ... ..+ .. ... .......... ............................... :.. :...:...:. .352 '..- . . . . . . . . . . . . . . . . . . . . . . . . 00% +0.20% +.0..38`0 . . . . . . . . . . . . . . . . . . . . . . ... +��1a% +'.3 %: W I DES /GN fZOiK /NE PROFILE 0.34 %, _ k - . -0.34° . 350 350 ........................ ............................... . . -0.42% X DESIGN FLOKINE PROFILE = 0.42 %. 77--7 +0.53% _ 0.429; - +0.52% : 49,' . . . OES /GN fZOKINE PROFILF . . . . . . . . . . . . . °- . . . . . . . . . . . . . . . . . . . . . . . . . ........ ............................... ................ +0.26................. -0.20% 0 �I- : +i :. :...:...:. ............... 348 348 :...:...:..................................... ............................... .................................... .......................... .............................. .. o,� 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 min 21+00 22 +00 SOUTH FLOWLINE PROFILE U r Z o co co VJ O Lu Z r O N C7 Q j > U r N X LL 0 w U) Z Y w 00 N W 06 LLJ Z a) o or (D U N LLJ Z w cn "- � r N O crf 0 0 0 r 0 N L 1. o O Q LLj O O o 1 LL. 0 W= w Z J i m o w W w LL � w LL a o a ER � o00 ° � a Q N U w O� U O (2 ����s� v/ Q0 Z Q � U) W LLJ Z � W Q U) 2 1: z 1> W d. O 0 ry c) Ii � N = 0 WU z W VJ D V 3 6 _I n V V U) z 0 U) '> i w cr DATE 11/20/2014 PA JOB No. 14 -2772 SHEET Q) 2 a E OF 21 SHEETS CONSTRUCTION NOTES F-1-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX- DENSITY, TO A DEPTH OF 1') 0 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 W- 31(CA) SIGN WITH OM4 -3 MARKER I co o_ AT PHASE BOUNDARY OF TRACT IF ADJACENT LENGTH PHASE IS NOT CONSTRUCTED AT THE SAME N M TIME. REMOVE AND SALVAGE SIGN WITH 20.00' CONSTRUCTION OF ADJACENT PHASE. d- � w � '01 D, m' °) Cn ! O '! 1 30' ? 30' o 00 a _ 10' 20'1 20' 1o'- 40 ± I In --1 i II W � 1 � N ........a .......354 cm )cq Z I - EXISTING GROUND PROF /LE a- a O o I0+11 j 3 TYP. 1 11 ,°� o 354 ..... .... .............�. i - - - - - - --N29 48 47 w__ - cco }...- o 0 M N I 352.... :- I :......... Iy 2 II I I Lo 1 % ' (n - -' --' -j 30' 30 Q Q � 10' 20' 20' 10' 41 = Q_ m DESIGN RON2INE PROFILE .- �I (n Z W a It 0T �; a- + M m N O ..............350 10 +00 11+00 12 +00 0.719, . EAST FLOWLINE PROFILE C . rri DESIGN fZOWZ/NE PROFILE 4m� . 0 10 +00 11+00 O Z _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 s0 SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PHASES 1 AND U m O� 0 L0 N 26' 126" 1 8' 18' 18' 811 1 2 � 4 C1 12 4- - ---- - - - - -- � it I 11 I! I II 30' II 30 49 10' 20 20 10' I m I I` N 11711 TT ^^ s} 1', 0 N T o rri rl HORIZONTAL: 1 " =50' 5 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 ml 354 ............: 352 :..... - - :... 350 31.97' I co o_ 30.70' LENGTH ON CURVE N M V 20.00' 0') w.it 00 U d- � cco U 0000 w' N 00 w CA D aj m Cn ! O t M m W 10- (n M AIM U OI V) a............. p p :.oi .:...:... . ...:. N ........a .......354 30.70' 87'56'50" - EXISTING GROUND PROF /LE co ; atOO . . AT C.EN7RC /NC. o. . 354 ..... .... .............�. to � ..... cco }...- ...........354 352.... :- -- - .........- :......... .� ......352 +0.20% +0.20% k 2 0. DESIGN fZ0l4L /NE PROf1LE . . . . . . . . . . . . . . . . . . 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE 354 ............: 352 ............. 350 32.13 CUR u co r I co o_ 30.70' LENGTH W N M V 20.00' _ + M C2 20.00' 'EXISTING GROUND PROF /LE . . . . . . . . . . . . . C3 20.00' 30.56' CURVE 0 w 0 U) n ........ -..354 .- ..........352 ................ .... ......... k �.... ... .... :350 +0.2-0% : 0- +0.53 0 +0.201 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DESIGN FLOWL /NE- PR6RE. . . . . . . . . . . . . . . . . 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE 2 U 0 Z z Q Q �� NLd �, Q it of O O 0- U co 0 0 � m W m I _ r- 0 + 9 - -- 3 y �II � C I 3 0' 10' 20' 20' 1 o' ' ? Q N co 7 N N 10 +00.00 _ 2 +00.0 C14 TYP. 3 I i I II 0 0 I II I I I I 30 I I 30' -' 0 0' 10o 2 2 ' b 1 II 8 0- 1 Z. 0 w m rn 0 CD L6 0 rTi 70 ° ±) =�D rT1 � SEE SHEET 21 FOR MEDIAN DETAILS j o O Z HORIZONTAL: 1 " =50' PHASE 5 VERTICAL: 1 " =2' KINGSBRIDGE STREET CONSTRUCT 0.20' MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 * - CONFIRM ELEVATION PRIOR TO CONSTRUCTION. 2 U cn Q Q ck� a W U- > ~ Q1z it DOa w Y w L' c W 0 } o CO L0 n I n \ \\ I 2 n II o n O II 7 II 1 II y it I I I it i 2 T Lo c>J 0 v m m N CURVE TABLE (48.34) 30.70' LENGTH DELTA TANGENT ON CURVE 20.00' 30.75' ON CURVE 19.34' C2 20.00' U ., N U^ 19.16' C3 20.00' 31.97' 91'35'56" 20.57' mlC W Lo p m'a; WIC I'o 20.00' 30.70' 87'56'50" 19.30' Lo atOO n 87'55'19" 19.29' 354 ..... .... .............�. to � ..... cco }...- ...........354 352.... :- ........ . ......352 EXISTING GROUND PROFILE . . . - - . - . . . . . . 352: . . . . . . . . . . �._ AT CENTERL /NE DESIGN RON2INE PROFILE .- = :352 . - _ .:(_0:509x) . ..............350 10 +00 11+00 12 +00 0.719, . EAST FLOWLINE PROFILE . DESIGN fZOWZ/NE PROFILE -0.52- . 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE * - CONFIRM ELEVATION (48.34') 30.70' PRIOR TO CONSTRUCTION. ON CURVE ( ON CURVE U' _ U t` ^ 00 U 00 Lo U N m W n`O m Cn w CTi M 00r7 354 ........ Lv ...... co +............ ....... ...354 EX /STING GROUNV PROFILE . 352: ........... ^._ AT CENTERL /N£ . . . : 352 ...............0.. ...... 103x, 350' :...:...:...: :...:350 ........................... 0.727 - OES7GN ROWUNE PRXLE .. 4q 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE 2 U cn Q Q ck� a W U- > ~ Q1z it DOa w Y w L' c W 0 } o CO L0 n I n \ \\ I 2 n II o n O II 7 II 1 II y it I I I it i 2 T Lo c>J 0 v m m N 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 1 20.00' 32.13' 92'02'23" 20.72' C5 20.00' 30.70' 87'56'50" 19.30' C6 20.00' 30.69' 87'55'19" 19.29' C7 20.00' 30.71' 87'58'10" 19.30' �WI- Q W 2 > (n Q W 0 Ljj Z SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 i HORIZONTAL: 1 " =50' VERTICAL: 1"=2' NEWBURY STREET CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 'I U m 354 ...............1 (48.35') ON CURVE O W , m n O CN 00 co .............+ EX /STING GROUND PROFILE : _ . _ _ _ . ,AT- CENTERLINE_ _ 30.69' CURVE U 14- W O Lo M ...........354 352 ............: ...352 . . . . . . . . . . . . . . (0.527 . . . . . . . ._0.41% J� . . . . - . - - - . . . DESIGN fZ04L/NE PROF /LE 39, 350 :............. ..........350 ...................... ............................... 10 +00 11+00 12 +00 = J w co w Q ° r m w > w WEST FLOWLINE PROFILE d 0 (48.32') ON CURVE U r2 U^ ml� w K) U On W I ((0 m p p IM Lo_ L0 00 M M 354------- v .Mi `° N `° - - - - -- .- ......� .............:.± ....... � .....354 O EX%S11NG GROUND PROFILE . - . . . . . . . . . . _ . . - _ _.AT CENTERLINE. _. 352.... :- ........ . ......352 . . . . . . . . . . . . . . . 5277 . . . . . . . . . - - . - . . . . . . 0.627, DESIGN RON2INE PROFILE .- 350.......... .........350 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE 0 v E E U 0 wow w U w� Mn J , "zw w,., ("mw�FwQF -0 U, C) w =QZ --0LLJ o �0E-lZ ° >M`�Q z w0 w O Q or z m zHO o �a000wQcncwnc0 ¢ = z ° z o x z ° °w ¢�o��it ozQm zr° 0 w uiwX°wow u zcc°nw7= owaoa 0i0 Z, > F �wp=w wr oUZ =-nn-0 o w z Q° O Z Z W o o0 ~z��000m °Q z x O m, T o 5 b.x Q w I a w - p° _ z 2 w � o zQ < Ow O a z 0- w>° x Q iy i O z S U O z Z 2 =Uwl =zw¢O U H Z w Q U- w w U z° w w w O w" a2. >¢v°wcn L0 cnw�SZQUZ WW °SL 0= W> C7 cn � 2 � U > '� ~ Z °2UCnw- y¢CO Cw, o 0, X w ww i w p m m mwowzJZZU¢m ¢X J,LLJ C- >F- wwL)owz¢cnrU) =� a� O o x Q r- o v 2 O N U _ Z o M M 01) L0 o L o Lu z i W M Q > U � cfl (1) X 06 En U) a co `L Z _�e Q � m N ,max � co W Z N O 0 w Lu w � co N � C) CO O 0 `V n r 1..1� L /G�NEER * b/ OPT ��cQ 00 2d� N a° � J Q w � _> U p Lij cj o \ 38 Z J � m n � w 11__ LL1 z W Q co = w W � > 00-0 0 p cf) � z � N Y wv W W J � Q co cj� w 0 Z 0 > w j DATE 11/20/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETS W Q o 0 0 o 0 Lu w w z c� Z U LLJ = J w co w Q ° r m w > w LL d 0 a /G�NEER * b/ OPT ��cQ 00 2d� N a° � J Q w � _> U p Lij cj o \ 38 Z J � m n � w 11__ LL1 z W Q co = w W � > 00-0 0 p cf) � z � N Y wv W W J � Q co cj� w 0 Z 0 > w j DATE 11/20/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 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) 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 W I", 1 FL 9 � L ' \ v4u Q Q� I t t t f C _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. `a> EXISTING UTILITY POLE s0 SEWER MANHOLE © SEWER CLEANOUT 0 STORM DRAIN MANHOLE - - - RIGHT -OF -WAY SEWER STORM DRAIN - - EXISTING EDGE OF PAVEMENT Z J O W p0-, 0) 1 M � aLd PHASES 2 AND 5 NOTE "A" INSTALL W- 31(CA) SIGN WITH Ci 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. SUNNINGHILL AVENUE W i CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 35.00' 48.11' 78'45'02» 28.72' C2 35.00' 13.70' 22'25'35" 6.94' C3 1 84.00' 181.21' 123'36'13" 156.67' C4 20.00' 31.42' 9050'00" 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' 1 8.18' 13'22'59" 4.11' un `In `Z A W 'N HORIZONTAL: 1"=50' VERTICAL: 1"=2' . . -0.737, . +0.20% : . +0:20% . : +0.20 %: . . . . .. . . . . . . . . +0:249 348. 1�ES /GN fLOWt /NE.PROFILE. DES/GN FLOH2/NE PROF /LE - 20. . 4 % L._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . -0.537 k1 • -0.20% -0.20% . . . . . . . . . . . DES/6N FLOWL /NE PROf7LE� . �DES/GN fZOWUNE PR0f7LE _ .:...:...:...:...:...:...:...:...:..................... ..........:...:................ ....1.......................348 ... ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18+00 ....... 1 . 9+00 ........... 8 +00 .......... . . . 19 +00 20 +00 21 +00 22 +00 NORTH FLOWLINE PROFILE 48.11' _ ON CURVE 30.96' 30.96' 30.99' to o N � II ,,� ION CURVE ON CURVET m 06 W _ 2 ,o m i n >- a, II c� �n oo a ar r x M II w r- II � �n 00 �ON CURVE N cp �Z, �n I t� �n _U t� U'rnU� m U t� r- Lo Ii w co tY o M O W E n� 06 0(7 �m � 00 LJ o6 m N W U � L qd- -- - - - _ + u7 rn co m j F Fri m M �r z rn �t �t : m rn 352... ± - _ _ _ �, r- Q1 +� _ - -- �`' +. CONSTRUCT 0.210f MIN. TYPE 'B' A.C. PAVING OVER ��r- 646Qc IM I F7 aoNlt7 i� p��] �' N,M (o J J Lid I `� OJ Oi n O I + M T W 2 r 0 of--i, '�zaz . . o. 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. ( -- - -- - - - - - - - - -'; + l '- (n - - -- -- - �� ...............I 352 , Q 31.42' 31.42' COMPACTED TO 95% MAX. DENSITY Cy ZFF-- UF- `nC,0U' - - o -- - ,Ow• -�n U ul U'- U��r - ON CURVE! Z '< =W ON CURVE I TI =4.5 R =44 �ZO. JI 3� 1.99' 31.99' J tY� a- 06 a o; W �; m w n w .o co tro U xn o U IIVi� �, ,,,m n a "I �n co _j W 06 N co W Z N O ON CURVE I `ON CURVE . . . . . . . . . . v} _ + . nj . . . . - - -- 00 . . . - _ - M _ - - N of , of et F'7 m ai W d N P7 of co a ,rih`) of rt o Z m W C) r� �n o0 O QO 00 I 0 u � i�U "tm d 0 U W 00 00 � U Q� m � II W Z I� i Lo W2 EW ,_ °' W m W W r �v - - 2w' 0 p0 JL w¢°LLz��° r- Q)� +�; M M WW' M (Xi (n �� o; aj 22L')m=o Y W ZS �j W N� D1 O J pj 352... °' + o �+�, _ _ _ o `�+ - _ � _ i i i EX /S77NC GROUND PROF /LE AT C ENTERL /NE� M M � M o M 00 I. . . �' . . . . . . . . . . . . . : . 1 : .N - ' - - - -- -- .. - -. -- - v - -- - - - - -- o= ' - - - - -- - - -- - =" = -"= - "_ -:- - .-- .-- o+o� - = J� T�. -- �^ N CID - -.�_� - -- --- +U � - - - -� --- - - - - --- - - .......................352 �I' �,�. ..- .- - - - -- .- . . . . . 00N �- ,- . Q rn s _j J W co � . . 350: i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �Lo . . . . . N . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . : . . . . . . : . . . : : . . . . . . . . . . . . . z J I . . -0.737, . +0.20% : . +0:20% . : +0.20 %: . . . . .. . . . . . . . . +0:249 348. 1�ES /GN fLOWt /NE.PROFILE. DES/GN FLOH2/NE PROF /LE - 20. . 4 % L._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . -0.537 k1 • -0.20% -0.20% . . . . . . . . . . . DES/6N FLOWL /NE PROf7LE� . �DES/GN fZOWUNE PR0f7LE _ .:...:...:...:...:...:...:...:...:..................... ..........:...:................ ....1.......................348 ... ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18+00 ....... 1 . 9+00 ........... 8 +00 .......... . . . 19 +00 20 +00 21 +00 22 +00 NORTH FLOWLINE PROFILE 48.11' _ ON CURVE 30.96' 30.96' 30.99' to o N � II ,,� ION CURVE ON CURVET m 06 W _ 2 ,o m i n >- a, II c� �n oo a ar r x M II w r- II � �n 00 �ON CURVE N cp �Z, �n I t� �n _U t� U'rnU� m U t� r- Lo Ii w co tY o M O W E n� 06 0(7 �m � 00 LJ o6 m N W U � L qd- -- - - - _ + u7 rn co m j F Fri m M �r z rn �t �t : m rn 352... ± - _ _ _ �, r- Q1 +� _ - -- �`' +. 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I.................... + 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 SOUTH FLOWLINE PROFILE ,1- 7;Vo q� _U 30.99' W LL LL LL ° a U 0 w 0 N CURVE 1 ��r- 646Qc III CDU' IOW ap Ilo' - V) Ii W c0� F- � Oi r-N U) Z raj M Lid I `� OJ Oi n O I + M T W 2 r 0 of--i, '�zaz I W o= + m F wi¢Z ~zWwpxO 00 �� ---~d----------- o of U) zo mCnF cn���po J?�v (n - - -- -- - �� ...............I 352 W m ........................ .2t _Z w =pw¢w�w�� 2: Cy ZFF-- UF- `nC,0U' iLq L�'5W Z°F -o °� _ > U r .. i .. .......................+....... Z . . . . . . . . . . . . . . .4 . . . . . . . . . :I :...:...:...:...I...:I.._. :i . 350 . _ _ +0 24 %. - 0.27 %. : - -0. : �0 1. -�.52q, . -0.20% - 27% ' _ .� . . . k % . - 0..20% +0.50% . . DESIGN fZON�/NE PROF/LE . -x.277 +0.52 �' �_+ 0.2 0% . . " " . . . . . . . . . . . . . . • . . . 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F_ U ° of ¢ � 1 W O ° O O O O W O 1 0 W = W (Z-) J m 1 W W W W W O ¢ LL a o � d- v- cii 4 > 4 W > U c O U E/03 * SAP 0 0) 3 r7 U F_ V) N W r' Z o U) c� > w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 a N 12 N OF 21 SHEETS � Q J � � W > W Z (n W Q � 2 2: , w > J 0 M (D � c) Z � ti Z W ~ U) wv �Q C/) 0 0) 3 r7 U F_ V) N W r' Z o U) c� > w DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 a N 12 N OF 21 SHEETS CONSTRUCTION NOTES ❑ 1 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. IT CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') 05 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M7 INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION 00 Z Ilw r °° J'I EXISl1NG GROUND PROFILE AT CENTERLINE 0 mC7�i[n ;m0 100 I -- - - - - IIn!U)00 N'1�1f7 ?i O c6 J - - r` -- _ - -- - -- - - - -- -- - - �1r -- -- - - d O° + a0mIr7N) M +O 0 352..- - +~ - :: v<_ -'----- ----- --- N mom, � "' +i NN Q 11 352 J � 352 ......... ............................... N 52 N. iOw ................... O 0 �I. . . . . . . .......... 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DENSITY TI =4.5 R =44 HORIZONTAL: 1"=50' VERTICAL: 1"=2' 21+00 22 +00 23 +00 24 +00 NORTH FLOWLINE PROFILE Ilw r °° J'I EXISl1NG GROUND PROFILE AT CENTERLINE 0 mC7�i[n ;m0 100 I -- - - - - IIn!U)00 N'1�1f7 ?i a0 00 -- - - r` -- O I 02ir`) - -- - -- - - - -- -- - - �1r -- -- - - d ON,M a0mIr7N) M . - - : 352..- - +~ - :: v<_ -'----- ----- --- N mom, � "' +i uid 11 352 .: 352 ......... ............................... N ........ NI N. iOw ................... O O Cj II II �I. . . . . . . .......... Zo . . . . . . 00!. . . . . . . + I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Li. . . . _j z M 20.58' C9 +1..:...:...:350 30.99' 0 N 19.57' C10 33.00' 27.16' 47'09'23" 14.40' 350:..........`` . J ............... ............................... 1 274'18'46" .......... DESIGN ...350 ............................ 0:20 %........... . . ; . . Ii ...... . ... . DE57GN FZ091NE PROF/LE� - 0.34% -0.34% . . 348* ................................. . . . . . . . . . . ....................... . . . I .......... . .348 21+00 22 +00 23 +00 24 +00 NORTH FLOWLINE PROFILE 350 ............. ........ ...:...:...:............................................ 350 . . . . ;. .............. ................._020 %. - ........�. DESIGN fZOWUNE PROFILE . . . . . 348:...: ....................................... ............................... 348 ....................................................... I..................... 21+00 22 +00 23 +00 24 +00 25 +00 SOUTH FLOWLINE PROFILE U U wl m °o C) OZ 6 EX /STING GROUND PROFILE AT CENTERLINE m a- °o =``� - - - - -- - �Cr r` -- � - - -- -- -- - -- --- r7 w O m` i w `0 352 - -- -- - -- - - -- - -- - 00 M . - - : . .PO o o ° N r7 CD ............+0...............352 1f�- SAME 352 : CONSTRUCTION OF ADJACENT PHASE. U-I U- Ei ................... O O Cj II II 8.18' . . . . . . 350 ............. ........ ...:...:...:............................................ 350 . . . . ;. .............. ................._020 %. - ........�. DESIGN fZOWUNE PROFILE . . . . . 348:...: ....................................... ............................... 348 ....................................................... I..................... 21+00 22 +00 23 +00 24 +00 25 +00 SOUTH FLOWLINE PROFILE U U wl m °o C) 47.12' °� ON CURVE ION CURVE v V ON CURVE ± O r7 w O m` i w `0 EXISTING GROUND PROFILE Z AT CENTERLINE _ O o LO O o AT CENTERLINE o o ° � LJi r7 CD ............+0...............352 1f�- SAME 352 : CONSTRUCTION OF ADJACENT PHASE. ......... 1.......352 256'52'58" .............. ................... O O Cj II II 8.18' . . .......:350 4.11' .......... -- .No��352 . I . . 348 ............: O L+J .....348 31.99' _j z M 20.58' C9 +1..:...:...:350 30.99' 350 ...............1........ 19.57' 350 ............. ........ ...:...:...:............................................ 350 . . . . ;. .............. ................._020 %. - ........�. DESIGN fZOWUNE PROFILE . . . . . 348:...: ....................................... ............................... 348 ....................................................... I..................... 21+00 22 +00 23 +00 24 +00 25 +00 SOUTH FLOWLINE PROFILE U U wl m 1 30' I I 30' 11 1 110 20' 20' 10' II TYP. I N i- - - - - - - - - - - - I I - N1 0' 9 15 W 11 N 10 +00.00 1 1 I N (1 1 I� U Z z Qa �0- -1 Q Q Q W U V) o m I� _ _ I 12 4 I -i 12 +25.00 I 14 I i I r i II I� 20' 11 20' 10 CK i r J w m = Ld H O O n LLB 0 O ZZLtJ ' cp - Li1 2 0 + Q w SEE SHEET 21 FOR MEDIAN DETAILS �z � r � HORIZONTAL: 1"=50' PHASE 2 VERTICAL: 1"=2' PADDINGTON STREET CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 °o C) 47.12' °� ON CURVE ION CURVE co ON CURVE ± O r7 w O m` i w `0 1 30' I I 30' 11 1 110 20' 20' 10' II TYP. I N i- - - - - - - - - - - - I I - N1 0' 9 15 W 11 N 10 +00.00 1 1 I N (1 1 I� U Z z Qa �0- -1 Q Q Q W U V) o m I� _ _ I 12 4 I -i 12 +25.00 I 14 I i I r i II I� 20' 11 20' 10 CK i r J w m = Ld H O O n LLB 0 O ZZLtJ ' cp - Li1 2 0 + Q w SEE SHEET 21 FOR MEDIAN DETAILS �z � r � HORIZONTAL: 1"=50' PHASE 2 VERTICAL: 1"=2' PADDINGTON STREET CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE 31.42' 47.12' 47.12' r7 ON CURVE ION CURVE 11 °) ON CURVE m M w CD EXl577N6 GROUND PROFILE v' U w r7 w O m` i w `0 EXISTING GROUND PROFILE m w! rn AT CENTERLINE _ O o LO O o AT CENTERLINE o o ° � LJi .............. +...... ............+0...............352 - SAME 352 : CONSTRUCTION OF ADJACENT PHASE. ......... 1.......352 256'52'58" .............. ................... O ............. 8.18' . . .......:350 4.11' C7 20.00' . I . . 348 ............: . ............................... .....348 31.99' 91'37'57" 20.58' C9 +1..:...:...:350 30.99' 350 ...............1........ 19.57' C10 33.00' 27.16' 47'09'23" 14.40' C11 42.00' 201.08' 1 274'18'46" 38.95' DESIGN FLOWL /NE PROfTLE. 348 ...................... ...:...:...:...: .......348 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE .................. ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE C G 0 rn N t` N m J _w 0) N N M J W Q) W 0- 0� cq �rn r) N °+ 64 m + +° O I J 9xsO c) 15' 65 63 to - -- N 31'50'41 "W 11 cS� Cl1 O�y C_ 10"- 6 TYP. ' 62 " 31.42' 47.12' W r7 ON CURVE ON CURVE 11 °) r- m M w CD EXl577N6 GROUND PROFILE v' U w mu') O M o, AT CENTERLINE _ O o LO O 352 1745.00' ro � LJi .............. +...... ............+0...............352 PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN : CONSTRUCTION OF ADJACENT PHASE. 350* 256'52'58" 52.91' C6 ............. 8.18' . . .......:350 4.11' C7 20.00' DESIGN fZO#LlNE PROF/LE 90'00'00" 348 ............: . ............................... .....348 31.99' .................. ............................... 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE C G 0 rn N t` N m J _w 0) N N M J W Q) W 0- 0� cq �rn r) N °+ 64 m + +° O I J 9xsO c) 15' 65 63 to - -- N 31'50'41 "W 11 cS� Cl1 O�y C_ 10"- 6 TYP. ' 62 " CURVE J O_ W r7 O m 11 °) r- rn� N mu') O 4 15'32'52" O C3 1745.00' lJi � LJi 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. 61 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 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' 201.08' 1 274'18'46" 38.95' ci U LL LL LL pac..)O w0� ZUcan W W ZLLF �mwUJW W Q�� '0 -LL aQzU -zE o0 zwOw�O�¢�C�7� J�nc) < w= 0 w= w U Q LL zEO��H ��wFCn °F-O °- Q p Oz w U rra0o_ ¢- C� cf) Q U 2 F F__ _ z zzrr�U�zp>.o aW0 � ozmw z?W W ZoLL zW �W Q �- C?C�S -HoQ ZCtrn O ovo]Cn �iu On � O W W Y> O U Z S ~ n O ° z W IJ zoWoow¢� m Z o p 0 2 Q Q W nZ p °�O °WW 0 �o aoz oT U Z U J Q 0_- w, 9w LL° 0ZQ W ZW Lu�o�aa O (Z" <w z Zr - wow oWC� LL aiw� =z<" -)Z' O O W O a_ cn= QWW = o� w= p Z Q Q O p Zp2Utn W= � W U f) < Q O= >pJo z z- E Z Z ° Q 0 W w�_ ED ED Q Q W ° W Z >CnmQ(n C75 0 W oW�LuLu a >� LJ> Imo- ==fix 0wWZD Q - N < Ht- �aHUp u.. Of N w m 00 a U Z �, ,N Y cwn °° w U col r_� L0 M 00 w PO 0 PO O N r7 ~ m + W t II 74 I 1 II Q III z I i �CN / I� II© I I® M N _ + N31'S0 41 W iv 13 _ 1 11 +75.44 14 +00.44 I N - - - \ II z I 3 np > ml 1 II I iii II I� 1 51 it II m Lii J J m 00 = I- w Lq + z V :D LLJ n m Z Z -J + + Z > Lv �I 5 u) SEE SHEET 21 FOR MEDIAN DETAILS PHASE 5 HORIZONTAL: 1"=50' VERTICAL: 1"=2' AMBLESIDE COURT * - CONFIRM ELEVATION CONSTRUCT 0.201MIN. TYPE 'B' A.C. PAVING OVER PRIOR TO CONSTRUCTION. 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 v 30.99' 31.99' 46.01' ° ON CURVE) ON CURVE ON CURVE o_ 3I= W!N CpW U10) Vito U -. U 00 0 00 Ui� 0_,O rn O M, 0i w6mof ui6 m0 w N %tfl �p�j M �i� sY N O LO ao ``� m m I "' '� ''� "� EXIST /NG GROUND PROFILE �n r� N r O+io u I c6 AT CENTERL /NE '� v v- 352 352 +I'`'........... " +.!.. - - -- �I �-- - - # -- --- .....+ - - -_... . -- - - - -- - - � I- . + W r J .............. -0:25% 350 -0.25% . :. +0 -50�� ...:...:350 0.25% ' +0:20% D . ESIGN. FL K /NE PROFILE 9 >9 � AA 22% DES/GN FZOWZ /NE PROFILE ..................... ..............:°............. ............................... 348 ...348 ....................... .......................... ............................... 10 +00 11+00 12 +00 13 +00 14 +00 WEST FLOWLINE PROFILE U 30.99' 31.99' 46.01' ° ON CURVE ON CURVE ON CURVE �^ ll,CL U IIU t- or_ r- w��0 W n x* �d w j= m N On w U rn U� U 00 0 m U^ U a, la, m °)rni° m 0 w Oi min w 0) mlc� w;o N� M� ! LO M to N O rrr� r o 00 '`� +� 00 n ro ! ro EXISTING GROUND PROFILE LO 352.. +M N ° +) L6 r6 ---- _ATCENTERLINE _ � -�_ _ ............... +. .. �+ �._ ...... ..352 L� Li W . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 0 0. :350 . . . . . . . . . . . -0.25 +0:20% S . . . . . .0.25 _ -O 053% 05 . DESIGN fZOWL/NE fZ0 K /NE PROFILE 348' ............ ............. :...........:348 ............ ............................... ..................................................... ......................I........ 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE // ! - CT 3 U U _ Z o m M rn L0 U) o W 0 i QLu Lu U r � co U Q °8 `_ LL 0 (1) U) Z Qw°°N Lu Q0 06 Z vo f3rCD cn('j W Z c) W T r N C-0 O O 0 N r L Q J � O � (n w � Luw° z (/) Z w W QW m W =aQ > I 0 � N � z z� � z> ~ c�i� O wU z � Q o U) CaL N W Z N 0 U � w cr DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 2 E N fe r- ° OF 21 SHEETS 0 O a ° O °O LLI O w w Z = J ? c� WWI 2E CO w Lij L co W LL a o a NEER 00 O Q - O V_ w 3 > U Q J � O � (n w � Luw° z (/) Z w W QW m W =aQ > I 0 � N � z z� � z> ~ c�i� O wU z � Q o U) CaL N W Z N 0 U � w cr DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET E 0 2 E N fe r- ° OF 21 SHEETS 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. 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') 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) 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 SUMP _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `_� EXISTING UTILITY POLE Os SEWER MANHOLE OO SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - EXISTING EDGE OF PAVEMENT U 11 oi d- 0 w 0)W! _Z 0- LO Z m 00 tn' m a cq p', +Oj U O J w O+ i U D 40 J ' �' 44 45 46 �; 41 42 43 + N 3 rn L0 n + + + + + + >- N r N r n r � r Ln 0 0 o cm o 0 30' 30' -} _j 30' 30' J N n 30' 30' J 6 TYP. 2 2 ° 0 5 � ° o - - - _ _ _ � 00'35'43 "Y - - - -- - - - - -- - N ° 13, 1- +10.01 14 1� 5 11 0 -- QQ - - - - - 10 "'N 5 ® I ® 5 ° °I Cl 10 / 2 TYP. 30' 3( 4 1 N 1 0 U rn 30' 30' U ri rri + Z 110 1 20' 20' 1 r 10' Z + 29 28 mid I I m a 10 9 JIO ° Z U J`o w Ui0 m J w U m 30' 130' 3 W 13 20' 10'- - U) ( = Z W - o + + + QW= + +'� !; 1 ! N Z> V) M � 3 00 Z Q w L1.i _ Ld Ld J �W w W PHASE 2 Ulr II U D_' I CN 0 W d C6 000 r7 0 � C5 6 + 352 ................... ___ - - -_ + .- o� 350.. .... ............................... GRAHAM PEAK DRIVE CONSTRUCT 0.20? MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R =44 om m N O 0- N O M 0 (0 r + 49 J 48 V r� 0 30' 30' - 50 Al 16 17 C3 17 +53.74 \ o � N tzTyp. 1 I � I rj 1 3 7 ,l U , 1 m 0 00 0 9 on Z C� 51 348:.. .:... : ...:.................... - 0.25 %........... ... ... :...:.................20 %' :................:......... ............................... 48 _ +... 3 0.20 %. . DESIGN fZ0W WINE PROFILE DESIGN fLOlf�iNE PROALE 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 WEST FLOWLINE PROFILE 54.98' 31.55' 31.28' 48.11' ON CURVE ON CURVE ON CURVE ( ON CURVE Q! r w M cD i N u-) W 0- 0_'' m 0_ M w r7 Ln Cif m CO W M �0�m m WiN0 N W - - �0 m�00 W 00 - M ro M "�' v u u `+' M C3 a EW511NGGROUNDPROF /LE ATCENTERL /NE ___ - - - - - -- M - - -- 352 ................... _ -•- -•- _ _ - _ -- - _J' - - - - - - ' _J w ` -•- -•_ _.� __.- - -• --- �._ -.- -. -.. ° ...... . .- .-:- -- O •- -•- -:- --- - - - CIO O W .N- M 00 Z W- -.- � Cn O O r . . . . to . . . L0 . . . . . . - - - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .c.. . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350: ..................... . �I 1 ...............352 .:...:350 .................... `. �......................... +050% _... ........... -0 629; : 0.20% 348 .............. .... _0:20% ..... ... k'� -% .... - o.s� %� :...:................... ± .... :...:.. - :...:...:...:...:...: 48 DESIGN fZ b* %NE PRDf7LE . 3 DESIGN fZOW INE PROFILE +0.26% =0.26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 EAST FLOWLINE PROFILE CURVE TABLE � It U cV U �) TANGENT Cl 35.00' m i- � t` C2 �rn 13.70' ON 6.94' C3 84.00' N m'twt c6 b 11 EX /S77NG GROUND PROF /LE AT CENTERL /NE-\ - - - rr j ° tr 31.55' 90'23'47" 20.14' i 20.00' 31.28' 89'36'13" 19.86' `L `` - 48.11' 78'45'02" 35�+ 2 C7 - - - _._ 13.70' 22'25'35" 6.94' 7c8 84.00' 1 181.21' 1 123'303" 156.67' a? Z � wU �Q J . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N 348:.. .:... : ...:.................... - 0.25 %........... ... ... :...:.................20 %' :................:......... ............................... 48 _ +... 3 0.20 %. . DESIGN fZ0W WINE PROFILE DESIGN fLOlf�iNE PROALE 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 WEST FLOWLINE PROFILE 54.98' 31.55' 31.28' 48.11' ON CURVE ON CURVE ON CURVE ( ON CURVE Q! r w M cD i N u-) W 0- 0_'' m 0_ M w r7 Ln Cif m CO W M �0�m m WiN0 N W - - �0 m�00 W 00 - M ro M "�' v u u `+' M C3 a EW511NGGROUNDPROF /LE ATCENTERL /NE ___ - - - - - -- M - - -- 352 ................... _ -•- -•- _ _ - _ -- - _J' - - - - - - ' _J w ` -•- -•_ _.� __.- - -• --- �._ -.- -. -.. ° ...... . .- .-:- -- O •- -•- -:- --- - - - CIO O W .N- M 00 Z W- -.- � Cn O O r . . . . to . . . L0 . . . . . . - - - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .c.. . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350: ..................... . �I 1 ...............352 .:...:350 .................... `. �......................... +050% _... ........... -0 629; : 0.20% 348 .............. .... _0:20% ..... ... k'� -% .... - o.s� %� :...:................... ± .... :...:.. - :...:...:...:...:...: 48 DESIGN fZ b* %NE PRDf7LE . 3 DESIGN fZOW INE PROFILE +0.26% =0.26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 EAST FLOWLINE PROFILE 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 20.00' 31.55' 90'23'47" 20.14' C5 20.00' 31.28' 89'36'13" 19.86' C6 35.00' 48.11' 78'45'02" 28.72' C7 35.00' 13.70' 22'25'35" 6.94' 7c8 84.00' 1 181.21' 1 123'303" 156.67' 2T!!!5_Z 1-m- HORIZONTAL: 1"=50' VERTICAL: 1"=2' C]� o�vo c Zo cai>z w� w w w w w< m o x C U � W x Z Z Cj Q L X00 EE L ZwLu w�I J`n� w= o w= w c ZI -U ~ 2C <aa~z� x 'Z' 0 C-5 F fr O c (n W Y 'W U (n Zz�aaZ` F, z � ° c w w } > O U °=QO -� cn w 0 - § ¢ � _ c Z�ooq -w Qcc cr _< zowww owQZ =O< U x U w H Z L LL H Z w 3: � S Z - m W L W W Q Q U L CO W = x Z Q o } 0 - c '0-8 O C Q'= H J W L C7 U) Z< Z�Tw 5: W QLu 0 p, w`- w Q 0" Z c >>�wr _vac 00 m _O U Z ' Q w w w U w w U O w Z6 22Cn�SOC F- t- in CL H U C LL U LLW Z O o cr) _ ZZ a z M w 00 .. j m U U) V .Lu 5 zm Lu Z � 2) } {u M EL uj LL0 - Q > U �Lu Q' Cfl =z U (D 0z - o O 06 XQ m >mZO co 0 N LL >w.W cf) Z � j�c�n0 Q m N z z w W _� -oo j U) W Cy') �ooa Z a) c) >pvo'if N a rr M �OUQ< LLJ W �Qp� N N w O U w O 5owLL I c O cV c/3 � O J W w g x x Q CC W , z LL wD L QU) Z Of w O j m C V) U) \�j ry W H i W W LL w H Q O O O O O 0 w w = L11 Z J } (� m w Lu F � w LL W a o a w > U d p U U O V) 0 3 c 0 F_ N co Z N o C7 w Ir cn DATE 11/20/2014 N PA JOB No. 14 -2772 / SHEET E 0 Q 0 N rl OF 21 SHEETS Z J � � C%) W � Lli > W Q p Q W n > LLI 0 0- cj� O 2E N 2 � W ~ � wU �Q ry V) 0 3 c 0 F_ N co Z N o C7 w Ir cn DATE 11/20/2014 N PA JOB No. 14 -2772 / SHEET E 0 Q 0 N rl OF 21 SHEETS CONSTRUCTION NOTES F1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 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') 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 57 30. rn / 0 20 rn Q (�Z CD O_ 0 0 m <- 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. 1_0� EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT PHASES 4 AND 5 J (V J_ W �- 0:DW Z Z W Z > (n W 0 u-ii co N' 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 HORIZONTAL: 1"=50' 1 VERTICAL: 1"=2' WEST FLOWLINE PROFILE CONSTRUCT 0.210 MIN. TYPE 'B' A.C. PAVING OVER 100' VERTICAL CURVE c� 30.96' 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. ( U N ON CURVET M COMPACTED TO 95% MAX. DENSITY m� M� w w,t\ m C6 w! o0 TI =4.5 R =44 �i0 o w� (nZ uo aw It � M d d �Ir� M 100' VERTICAL CURVE 30.96' >> CL d� U to v ao pv �L) rn�w °> m c� >-U t`� W>, �O °a' �° �, >, cD U ON CURVE rn U 30' c 0 30' 30' od �- rno0 � � o m ,CD M 352 . . . . . . . � . . . . . . . . orr M m o w n or\ o M I O w r M00 + tf) NZ UU >> .............. ..... ......... O ....... ... ... O ^� O m ul _� p �rn , 'O o co 1- 1 -I - - - - - - - - - - - - +0.20_`'' ,1.1 :...:...:...:...:...:350 l . . . � 1q. ® M �. N. . . . . . . I . . + . . . . . . . . . . . . DES /GN R 0#f1NE ........................'�•11q. PR0 L7ZE Lj m: Lv H 348 :......... ..................... ............................... 352 .............................. U- ' 10 +00 11+00 + 13 +00 fX/SIING- GROUND- PROf1LE• AT CENTERLINE 352 . C) ........ O I..IJ _....... - ___ . - - . - -- -- a ............ ............. .. ...... ........ ..... -- .... ....... 350 : ............. +0-.23 ' - _ 1 1�9, . . . . . . :...:350 +0.20% . +0.20% : DES /GN FLOWUNE PRORLE ...................... .........................� ?•11q ... ........ 348* 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE EAST FLOWLINE PROFILE 0 <�2�s U \ 30 w 2� M ` \ 10 +00.00 S® - -- 59 - ya his G � 6 TYP. - 42.70' 3 0� 100' VERTICAL CURVE c� 30.96' C1 _ON CURVE I >-U1 ^o oa�oo ( U N ON CURVET M 35.00' U, U 0) m W �i� m m� M� w w,t\ m C6 w! o0 13.70' M �i0 o w� (nZ uo aw It � M d d �Ir� M 114'45'17" n O M >> CL d� o p p . . . . . . .. . . . . . . . . . + . . . . . . � > . . . . . Lo U N . . . . . . . . . NI. . . . . i. . . . . . . . . 30' c 0 30' 30' od cif a- 1 0 30' co 352 . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . _ ± ........ EX /ST/NG• GR01N0- PROFILE AT CENTERLINE 352 TYP5_7F_�_ 8 N I N w -. Q o m Q J w w 2 0 J _ - - - - -- - -- V) -J -- . .............. ..... ......... ..a....... O ....... ... ... C) m � . Z. . . . . . . . . . . . . 350 :...:...:............. - 1- 1 -I - - - - - - - - - - - - +0.20_`'' ,1.1 :...:...:...:...:...:350 � 1q. ® M N � +o.2i 7 .......................... DES /GN R 0#f1NE ........................'�•11q. PR0 L7ZE Lj m: Lv H 348 :......... ..................... ............................... :...:...:348 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE 0 <�2�s U \ 30 w 2� M ` \ 10 +00.00 S® - -- 59 - ya his G � 6 TYP. - 3 3 30 3 p 06 0 0 U J r� 7 06 06 ad r7 rn r` Ln x,157 56 55 54 53 �; cI o I "I-po + 00o .-� PHASE 4 CURVE TABLE 2 3 0� 4 c� 5 C1 20.00' co 88'42'05" 19.55' cc 35.00' 42.70' 69'54'06" 24.46' C3 35.00' 13.70' 22'25'35" 6.94' C4 84.00' 168.24' 114'45'17" 131.23' C5 35.00' p p p p 20.00' 31.39' 89'55'31" 0 30' 30' c 0 30' 30' od 90'04'29" 0 30' co - - -o - - - - 2 O TYP5_7F_�_ 8 N I N w Q o m Q J w w 2 0 J II z Q Q O ~p _ TO _ (if w 0 w Q w z O O N C) m 1+1- w w U O W Z Q w)- m - I - - - N89' 00'30 "W - - - - - - - - - -- Sa - - - 1- 1 -I - - - - - - - - - - - - 30 30' C6 + 10'120' 120' 10' 52 ® M N r 3 3 30 3 p 06 0 0 U J r� 7 06 06 ad r7 rn r` Ln x,157 56 55 54 53 �; cI o I "I-po + 00o .-� PHASE 4 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 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' 90'04'29" 20.03' U m 0 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 42.70' . ON CURVE 26' 26' 6 � 7 of w 8' 18' 118'18 co M m Ln ° 1 J7, 2z_m Lo . . . . . .o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .to Till > U a Q LLJ C/) Of CL o 0 = w 352 pza ~cQi6!z ~,° z ��LL�OZmw fq � X O . . . . . . . . . . . . . . . . . . . . 30' 30' TYP. 3 11 1 Z ca N 1A T <c 00Zw oom W Cfl 15 06 LU N M "v ? No C-4 16 %5309 1- - - - - - - - - -o - - - - UI=-Z W ~QCw<o U) V) O �� 8 N I N w Q o m Q J w w 2 0 J II z Q Q O ~p _ TO _ (if w 0 w Q w z ° Q LL W W w J W 0 w C) m w w U O W Z Q w)- m Wit=- oaF00Of<M 30 30' C6 + 10'120' 120' 10' 52 51 r Y CD Lj m: Lv H �2 U > W MY= C) O I..IJ � (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 to Lo �� 0 d' M C1 I x -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' W 0 ~ M U' I x Lo co N 00 M v o_ 42.70' . ON CURVE ui t- 0 T ~ m p zUcnuzi wz�� Q' m of w I ai m co M m Ln ° �ui J7, 2z_m . . . . . . . . . . . . . . . . . . . . . . . .o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .to Qz C w~ Z° O 0 2 o 0 > U a Q LLJ C/) Of CL o 0 = w 352 pza ~cQi6!z ~,° z ��LL�OZmw fq � X O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E111917N6 GROUND PROFILE AT CEN1TRL - 1NE�. - - - to Lo �� 0 d' M C1 I x -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' W 0 ~ M U' I x Lo co N 00 M v o_ . pavo worn ui t- 0 T ~ m p zUcnuzi wz�� 7 `- wcc=Z "-juj L ° co >- on co aQzUFz w 0 � ���z >mU'Q m Ln ° cn L o_ J7, 2z_m O (\ wi~o w ¢zmW�tai FU=,A0 au: �� W CO. Qz C w~ Z° O 0 2 o 0 > U a Q LLJ C/) Of CL o 0 = w U 70 C� pza ~cQi6!z ~,° z ��LL�OZmw fq � X O °W m �= Q LL Cn W� Z Q W 2, ��QO�oo °o ff / /i L �,/J U �nz w =w �d� -- Z ca W,y>- >OUZ=Cnir °wzQwU) �wF -cn0 Q w m N <c 00Zw oom W Cfl ww�z- °U)t =- J 06 LU N M "v ? No °w�wa�o >o z�o ¢W�cr Q oa z w N z�Z =pwoz I..L.. W W bM 92 Z a w >°� ! W O Z m U 0 Z Z O r N Q0 UI=-Z W ~QCw<o U) V) O m z ,1) W W ZZ. zw 8 N cai�w�=ZQ VZO0 0 `- �O w O a o Q o m Q J w w 2 0 J SOUTH FLOWLINE PROFILE z Q Q O ~p zp =O_cnwx �w �QO =j °�Ocwi�H (if w 0 w Q w z ° Q LL W W w J W 0 w ZV>- �U)mQU) Of W z m� O W Z J p¢ m Q cr J- W U Zi d> t-- w w U O W Z Q w)- m Wit=- oaF00Of<M .............352 . ........................ ......................................................... ................................... ............ 350............ :....... _._:. : ...:...:...:...:...:...:...:...:...:...:...:. ..:...:...:...:...:...:...:...: :...:...:. :.. :...:....350 .... ............................... .......... DESIGN fZO#flNE PROF/L£ 62 348.. ...............:...:............................................................. ............................... ............................348 q 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 NORTH FLOWLINE PROFILE U) w Z , D Q z J � j � c Y w Z z (/) m Q Y U > � m 0 O ~ � N � Lu W Q z o O N CT 3 p M U F__ U) N z N 0 U w c Of DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET E 0 Q E a N OF 21 SHEETS 31.39' ui t- ON CURVE Q ca�wlco m � w!� 0 T M00o:�� , o O +prj ,,Roo! = Ki Z 0 w J w 352 .......... ' I- 352 ................... . ..................... A'I377NG GROUND PROFILE AT CENTFRLDUE . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . _ -= - - - - - - - - - - - - - - - - - . . . . . 350' ......................................................................... .................................................... ............................... ....................................... .... ................. .... .................350 -0:20% : ti d0 ........................ ............................... . ...................... .... ................. 348: ...............:...:... ............................... DESIGN fZOWLINE PROFILE :...:...:...:...:...:...:...:...:...:...:...:.. .:...:...:...:..�':?g...... ..... .....:...:348 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 SOUTH FLOWLINE PROFILE f l - ���111 � U) w Z , D Q z J � j � c Y w Z z (/) m Q Y U > � m 0 O ~ � N � Lu W Q z o O N CT 3 p M U F__ U) N z N 0 U w c Of DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET E 0 Q E a N OF 21 SHEETS ui t- 0 o 0 0 W 0 o Lu w w = Z 0 w J w �- m LLI w w Lu LL a o a 00 ti d0 � , Q U) w Z , D Q z J � j � c Y w Z z (/) m Q Y U > � m 0 O ~ � N � Lu W Q z o O N CT 3 p M U F__ U) N z N 0 U w c Of DATE 11/20/2014 N PA JOB No. 14 -2772 i SHEET E 0 Q E a N OF 21 SHEETS CONSTRUCTION NOTES F1 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. 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_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) 7❑ INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION 27 U D_ r� rn 06 co 0 J 7 00 W� Ld Ld J J W W w (!) 30'111 30' 20' i 20' c 1I �I 1 � X11 8 F � 7� S I U W O I L0 + O 10 +00.00 _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE �s SEWER MANHOLE O SEWER CLEANOUT Q STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - - SEWER STORM DRAIN - �- - -'- EXISTING EDGE OF PAVEMENT 14 50 O In Cfl Y Q m- c W mI i = LUiJ � o> o 00 Q W O n m L 51 30' 30' 10' 20' 20' Y 0' - - b - - TYP.L�jj rl ■ - 0 ° -- CD -. ` r 26 6 TYP. - - I ----~- 3- ! p o 0 o J U U U U U WI \O N U C N. CV N N 0 N W �v + N NiZ+ + + �1 Q zuz 25 ° 01 24 U + 23 N 22 21 '� 20 19 z� 18 Z LL CL W O W ,1, �I vIo L W o ' O + c0 + N in o0. o O�1 O O W + + mow_! 3 PHASE 4 30' r J U 17 0 O JACOB C,REEK 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 17 N O 7 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 13.70' 22'25'35" 6.94' C2 84.00' 197.80' 134'55'14" z C3 35.00' 13.70' 22'25'10" 6.94' J Ld E- 35.00' 55.02' 90'04'29" N Z U = Z W U I Z 895531 19.97' Z m! < ui W Z LLI 20.03' C7 LAJ m 27.16' U) Z O C6 C8 42.00' O O o; Z Q O UIO Q V Z�0 r O 0o + Q W uj LO Lu 2 O �' N �+, u) 00 37 - - - 38 "" I 30' I 30' ^,tn LO N �19 3 1 10' 20' � 20' 10' 3 �I � �} + + - �_ - - -� -- ® -jj FL 20� N 1 I s C1 DWY 77 75 2 30' 11 oM C4 30' 12 1 5_ 131 13 +10.00 5 5 �_ -' p 12 0 N -- - - - - -- - ® O N 16 15 14 m � x CL 5 00 II 0 13 �o OO N ' Ln + + N cy) 0 14 50 O In Cfl Y Q m- c W mI i = LUiJ � o> o 00 Q W O n m L 51 30' 30' 10' 20' 20' Y 0' - - b - - TYP.L�jj rl ■ - 0 ° -- CD -. ` r 26 6 TYP. - - I ----~- 3- ! p o 0 o J U U U U U WI \O N U C N. CV N N 0 N W �v + N NiZ+ + + �1 Q zuz 25 ° 01 24 U + 23 N 22 21 '� 20 19 z� 18 Z LL CL W O W ,1, �I vIo L W o ' O + c0 + N in o0. o O�1 O O W + + mow_! 3 PHASE 4 30' r J U 17 0 O JACOB C,REEK 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 17 N O 7 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 35.00' 13.70' 22'25'35" 6.94' C2 84.00' 197.80' 134'55'14" 202.40' C3 35.00' 13.70' 22'25'10" 6.94' C4 35.00' 55.02' 90'04'29" 35.05' C5 20.00' 31.39 895531 19.97' C6 20.00 31.44' 90'04'29" 20.03' C7 33.00' 27.16' 47'09'23" 14.40' C8 42.00' j 201.08' 274'18'46" 38.95' HORIZONTAL: 1"=50' VER TI CAL: 1"=2' 31.39' 31.44' 31.39' 31.44' , U 55.02' O ON CURVE fON CURVE �ON CURVE ON CURVE ION CURVE a o��o!� �oU UI� ��i o!oo o�c0o!c�����c0 -- I�Um U!O II °- th Ito N U I - 0 Ln 0! �n � I � 0 t1) -- - 2 m o 0-! 3 N to M UI I m' 00 W m m' o6 m I CA - - - - N a0 O f� raj �n U d' U'� W. mI Wit- I,1� ! - - - - - m W 1 QO C° I ! EX/S77NO GROUND PROF/LE AT CENIERL /NE �n r7 - - M M o I r7 `n ! M - - - - vi of rn t� m M M M M I M � � rn m n W) O U O -- -- - + N o !n M O M O l -- -- O M UJJO �IJJ -- -- - - - - -- -- - - -- - X COO �M +� O 00 O N - 1 U + W IL - -- - - - - - - - - -- - - - -- - - - - -- - - - - - U W N - - M O U W m il) O I �'. . J .� ZO. �.Z° . . . . . . . . . o W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N + :3 50 : : : : : : N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� :i . 350:.......: . . . . . . _ . . +o.25% . . . . . . . . . . . . . ............................... 0 : : : : .6--- 20% �-061516W FLOKINE PRORLE .75 0 ..... 48 ..... �... ...... 348 : ...:...:.....................� a51�� :...... + =0.297 k� 62 %• -0 9gq 0.20% DESIGN FLOWL /NE PROfILE� -0.26% D :ES /G/V FOWL /NE PRO. F /LE . . . . . . . . . . . . . . . . . . . . . . . • .:...:...:.................................................... ............................... ........................... 346 .......... .. ..... ..... .................. .. ............................... 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 0 21+00 WEST FLOWLINE PROFILE 0 V V 0- Q CL 11 Ulm oico C 4 c0 W C9 W C9 W N - -- - -- 00 m C 7 CL, M_ I -- U CO U 00 IIUIm C' a 0_'� - - -- -- -- �' nW!C9 �'r -- - - -- -N7pp M --- - - - - -- o_ I : ^ 'D � EXIS77NG GROUND PROFILE AT CENTERLINE <o o N M _ - - - - - N OR r- AIM +O f� m JJ ----------- - - - - -- - U � - -- - -- X - -- _+ K) LO CD (jj - -- - ap' CO �+ - - - - W - - -- - - - -- e@---------- - - - - -- - - - -� -� Jll�-------------- - - - - -- - - -�1t LL_ .................:...:...:.... ,�..:...:...: of � 0 : + +' 350 r7 Lnc0 . . . . . . . . . . . . . . . . . . . . . . . . . . . 350............ .................... ...........................:... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . . . : +0.25 %: ±0.32% 3 48 +0.20 %6... ............................ 348. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - DES /GiV fZ014L/NE PROFILE -0.33% : -0.33q +0.26% -0.20% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ..................... .................. .......................... : . . . . . . . . . . . . . . . . . . . . . . DESlC7V FLDWUNE PROF/LE . . . . . . . . . . . . . . . . :...:...:...:...:... :...:...:...:...:...:...:................................. ............................... 34 346 ......................... ............................... 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +0 9 +00 10 +00 11+00 EAST FLOWLINE PROFILE i U LLLL 0 LL pav worn U U O r Z to W Z ti W uwimwU) Fw,g; oom_ d WJ�O -. 'T LLoa U O 3Iw = �=Z> O CD U) B � 0 D(D ° W Z to �N =�LLQd= N m Ni, z¢F-- Up0LL p~ �n O v O N O' 10 lb + + N o 0 06 UUjUQZU zz�aa0ZO�� m JI d �i O� J J �- w w�UCn=cn� wWr >O z H-(n0 8 W _j 9� C1 LL N W co Q=QQZw�zzm 0 0� a o 0 o Q ,��`xx W Z � CO z zp ww o w Q TZ 0 0 N + �v Qf Z p w w w LL O z Q r u-> + 00 15' N Cfl CQj S U W~ Q Cw•� Q O W �/ O �Z?m�az0ZU W U W Lu ZO W LL W L.L O N Q V Z�0 r O cLLi�w�Q�U o�ir� == 30' 30' zJOwUOaorF- Q� J W) W W � odd 2 6 TYP. .r p = U W = W C CD - - - - - - w 0, - - LA N �19 Oof _jW WU�d >F- 1 N 00 � +78.80 N00'55'01'E 1�- � �} ("L OWy - �_ - - -� -- ® -jj FL 20� N © s C1 DWY 77 75 2 30' 30' 30' D p 5 �_ -' p 12 N 0) T 16 15 14 m � x CL °o� 00 II 0 13 �o OO N ' Ln + + N cy) 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. HORIZONTAL: 1"=50' VER TI CAL: 1"=2' 31.39' 31.44' 31.39' 31.44' , U 55.02' O ON CURVE fON CURVE �ON CURVE ON CURVE ION CURVE a o��o!� �oU UI� ��i o!oo o�c0o!c�����c0 -- I�Um U!O II °- th Ito N U I - 0 Ln 0! �n � I � 0 t1) -- - 2 m o 0-! 3 N to M UI I m' 00 W m m' o6 m I CA - - - - N a0 O f� raj �n U d' U'� W. mI Wit- I,1� ! - - - - - m W 1 QO C° I ! EX/S77NO GROUND PROF/LE AT CENIERL /NE �n r7 - - M M o I r7 `n ! M - - - - vi of rn t� m M M M M I M � � rn m n W) O U O -- -- - + N o !n M O M O l -- -- O M UJJO �IJJ -- -- - - - - -- -- - - -- - X COO �M +� O 00 O N - 1 U + W IL - -- - - - - - - - - -- - - - -- - - - - -- - - - - - U W N - - M O U W m il) O I �'. . J .� ZO. �.Z° . . . . . . . . . o W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N + :3 50 : : : : : : N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� :i . 350:.......: . . . . . . _ . . +o.25% . . . . . . . . . . . . . ............................... 0 : : : : .6--- 20% �-061516W FLOKINE PRORLE .75 0 ..... 48 ..... �... ...... 348 : ...:...:.....................� a51�� :...... + =0.297 k� 62 %• -0 9gq 0.20% DESIGN FLOWL /NE PROfILE� -0.26% D :ES /G/V FOWL /NE PRO. F /LE . . . . . . . . . . . . . . . . . . . . . . . • .:...:...:.................................................... ............................... ........................... 346 .......... .. ..... ..... .................. .. ............................... 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 0 21+00 WEST FLOWLINE PROFILE 0 V V 0- Q CL 11 Ulm oico C 4 c0 W C9 W C9 W N - -- - -- 00 m C 7 CL, M_ I -- U CO U 00 IIUIm C' a 0_'� - - -- -- -- �' nW!C9 �'r -- - - -- -N7pp M --- - - - - -- o_ I : ^ 'D � EXIS77NG GROUND PROFILE AT CENTERLINE <o o N M _ - - - - - N OR r- AIM +O f� m JJ ----------- - - - - -- - U � - -- - -- X - -- _+ K) LO CD (jj - -- - ap' CO �+ - - - - W - - -- - - - -- e@---------- - - - - -- - - - -� -� Jll�-------------- - - - - -- - - -�1t LL_ .................:...:...:.... ,�..:...:...: of � 0 : + +' 350 r7 Lnc0 . . . . . . . . . . . . . . . . . . . . . . . . . . . 350............ .................... ...........................:... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . . . : +0.25 %: ±0.32% 3 48 +0.20 %6... ............................ 348. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - DES /GiV fZ014L/NE PROFILE -0.33% : -0.33q +0.26% -0.20% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ..................... .................. .......................... : . . . . . . . . . . . . . . . . . . . . . . DESlC7V FLDWUNE PROF/LE . . . . . . . . . . . . . . . . :...:...:...:...:... :...:...:...:...:...:...:................................. ............................... 34 346 ......................... ............................... 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +0 9 +00 10 +00 11+00 EAST FLOWLINE PROFILE i U LLLL 0 LL pav worn U - Cp J I o a w p w Q r Z to W Z ti W uwimwU) Fw,g; Z Q z M WJ�O -. 'T LLoa U O M .. (:7) = �=Z> O CD U) B � 0 D(D ° W Z 2w��¢Z�W�� �N =�LLQd= W 0? z¢F-- Up0LL p~ > (� r v poa�Q�F �-�o c/i N iC z _- E3 :0zmw < C) 0 06 UUjUQZU zz�aa0ZO�� rn i LL `��/"/�� N �O�oMF-2wOxw W w w�UCn=cn� wWr >O z H-(n0 VJ (Cf m 0 W VJ�u.I C1 LL N W co Q=QQZw�zzm 0 0� a o 0 o Q ,��`xx W Z � CO z zp ww o w Q TZ 0 0 �/ 0 ti (n N <121 w �Zaa Qf Z p w w w LL O z Q w W U) owoz =oozz N Cfl CQj S U W~ Q Cw•� Q O W �/ O �Z?m�az0ZU W U W Lu ZO W LL W L.L O N Q V Z�0 r O cLLi�w�Q�U o�ir� == zJOwUOaorF- Q� J W) W W � odd Cn �' 2 � Q U > J U` (AWS�ZQQOp Z_ .r p = U W = W C CD Ziz ~_ >pJCSLLr Q Q O� > Q Z w 0, w w Oof _jW WU�d >F- wwUOwz<wn -co - 0 O�¢� P P 0 Mi w Q (n Cfl Z Q � W F- W > W Q � �= o >� w � (y o c: � N cc L Lid a ry N 0 CN 3 a cn N W r z N 0 C� W i Q� N DATE 11/20/20 N PA JOB No. 14 -27 SHEET 0 a E OF 21 SHEE O O 0 O W O w= Z_m Z w W - -- LLI W LL w d o a EER Q 00 ti CN a °� W � odd Ljj U .r 0 C CD (n Cfl Z Q � W F- W > W Q � �= o >� w � (y o c: � N cc L Lid a ry N 0 CN 3 a cn N W r z N 0 C� W i Q� N DATE 11/20/20 N PA JOB No. 14 -27 SHEET 0 a E OF 21 SHEE 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. ❑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') F5_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) 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> 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. `al EXISTING UTILITY POLE OS SEWER MANHOLE © SEWER CLEANOUT © STORM DRAIN MANHOLE - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 20.00' 31.28' 89'36'13" 19.86' C2 20.00' 31,55' 90'23'47" 20.14' C3 520.00' 32.76' 03'36'34" 16.38' C4 500.00' 31.50' 03'36'34" 15.75' C5 480.00' 30.24' 03'36'34" 15.12' C6 20.00' 31.42' 90'00'00" 20.00' C7 20.00' 31.39' 89'55'52" 19.98' C8 20.00' 31.44' 90'04'08" 20.02' C9 20.00' 31.44' 90'04'29" 20.03' C10 20.00' 31.39' 89'55'31" 19.97' W U r%� m 11 01 Z W� nWI QI x W N �M X00 m i'- W U 110 II Uj stn +' �+ vij U F, 0000°' �'�' olz m o Ji +' = W L0 Kim m1Lu co tii N (� + +M c'> O 30'' I 30' 10 I 11 ^ � �+ u)+ � =i° Lo 10' 20' 20' 10'� 1 + 1 rn 1 2 ' 2s' 2g° I� �`r `n! + °_�g_ N 1 o f o + 8' l8' 18' g> 17 18 w �` CSI d 30' 11 30' N 19 20 44 � N 45 0 46 0 47 0 48 0 49 0 50 1 v 30' 30' v ° "' "i "' r , Ld in i' in � n 10' 20' 120' 10' > W W r- +! n m � 30' -� > + + + r� Q + + + + + i Io - I -- -- • I J ° � Q Q N N CD N I C) ° I U 30' 30' � ° ° _ _ ° o ° ° ° ° ° ° 1 I I °+ C1 �� - N I 50344 _ _ 30' 30' 12 C 30' 30' I z m )C4 30' 30' 30' 30' 30' TYP 3 1 I o ° 0 11+ 4.13 �- - -- 2 6 TYP. 2 1 cv 11 +65.63 -- - -- -- - - -- -- -- - - -- -- 50353 -- - -- -- -- - 1 S89'00'30 "E �� 1�. ® -12 13 +07.71 0 0 _ o j o S - - - - -- - --�_ 13 4 I 1 ® o N - - -I- - - - - - - - - _ - - - _�-1- X85'23'56 "E 14 1 15 +13.88 b b 16 +60.25 b 0 17 +75.44 `� o I + I I ' S - - - - ---+- _ 15 ® 15 +45.38 "' N , ' N 1 N N I 1 0 - - - - - - _ - - - - _ - 16 S89'00'30 "E - 7 18 - S89'00'30 "E 2--i - - 2-1 - _+ -- 77cl, -- - - -- -------- - - - - -- �S C�- -- -- So- ---------------------- - - - - -- -- -- S TYP. 30' 30' _ - - - - 0 0 o N o o 6 TYP. 2 30- - 30 >- - - - _ - _ o ® o 30' 1 30' U v cfl ° 0 30' 30' 30' 30 30' 2 30' 30' 30' 30' 10' 20'1 20' 10' c�� ° N CO 1 F- 3 1 + + rn C) cp ° p z° ° p p p ° D N + �; J � J -i NJ J M J J M J I 1 I I 28 + 27 26 N + U U W W> �" U U U U U 1 Y v' m w 2 5 � + + 30' 30' N U) m O to ' rn � ! ,Q �i f � �n 24 23 �i J I 110' 20' 20' 10' 21 Q m ui C 43 42 41 N 40 N 39 N 38 1 ' 30' I. ► 30' I (pco m `` w 22 I cn - i 10' 20'_L_ 20' 10' W W °i ± Sri+ m �1 = N INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER vl W + + cD� I m w + o- W AT PHASE BOUNDARY OF TRACT IF ADJACENT m Y _ ��I +w II Il F- ± Ia PHASE IS NOT CONSTRUCTED AT THE SAME N W w oo co co rn C] rn � cn Q � 00 +I ��i N Q/ �- N ��= W me o W W o ui4o TIME. REMOVE AND SALVAGE SIGN WITH o H + TI N U W W rlo CONSTRUCTION OF ADJACENT PHASE. + W W of W LL = t� �Iw N U W C7 (n ��� 0p(n W PHASES 2 AND 4 HANNAH LYN AVENUE i -N- CONSTRUCT 0.20 MIN. TYPE 'B' A.C. PAVING OVER HORIZONTAL: 1"=50' 0.40' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. VERTICAL: 1"=2' COMPACTED TO 95% MAX. DENSITY 31.28' 31.42' 31.42' TI = 4.5 R=44 31.44' ON CURVE ION CURVE N CURVE ON CURVE M A cn � r% w n U i r- U N UIN W I0 U N Op m Lo pp W'= X H � U O U M r? N It 4 M.4 �n � I d- m 1� w� m; �? j �' W d- ")� d Lri n m� M Cfl w K) 4 M (O� M M ►7 M C-D M fM r) mod', W W M rn ± ± cfl rn I I cri c j r- � cn > ) ro -I _ � T - -- �' _EX /S77NGGROONDPROF /LE ATCENTERZINE �� - - -- _------------ - - - -`- --cv N _ N-.- .- -.- -. -- --- -- -- -- -- -- -- -- -- -- -- -' �La1 -- -- -- - -. T•- -.- -. -.- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # + . r Q . 350' :... I:...:...:... :...:...:...:. :.. :... :...:...:...:........ ...:...... :...:...:...:...:...:...:...:...:...:...: ...:...:...:...:...:...:...:... :...:...:350 I Z. +0.20% W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �% . +0.00% . .349:23. + 0.20% . : . - 0:22% . . . . . . . . . . . . . . k�. .349.10 +0.20% 348.76 -0 2 348. . . . . . . . . . +0.20 %: +0.. . 0 DE FED E PR E 48 +0.62 %. . �i0.51 %. ........ .............. ; DES /GN'FLOW7NE PROR'Zf CROSS- GUTTER S/GN iYL /N /L o ,0 9gq . 3 ............................... . 346 ....................... .:...:...:........................... :........................................................................................ .................... ............................... ...................:........346 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 NORTH FLOWLINE PROFILE F_ W +a. 350 :...:...:...:...:...:...:...:. ..:............................ ........ ........................ .i............................. .......... ............ ............................... ............................... 0 z. +0.26% "° . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . +0.26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -470, . 0 32% . ...:...:...:...:350 +0.21 % DESIGN'fZOWUNE PROFILE 0 % 348........ = +0.21% ; :- .22 : :...:...:...:....... :...:.. :348 k��o. ............................................................................. ......................... . . . . .. - ........ \. ........ DESIGN FLOWUNE PROFKE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . .............................................. ............ . ............................................... ...................................... .................... I..................... U p - 31.55' ON CURVE ON CURVE N 0 O U U-) oi m Z! 0i m 00 W t\ W M mW'� Nib 31.39' ON CURVET c 31.44' ON CURVE Urn UN - IIUi0) K) m� IIUm n w 0 Lnm d C' 110 co o0 m Lo 110 D_ 00 w; S xcn U� ir roo'r) o' m r W m M 00 r In ( O OR'o O M "t K� m� W m O W LL, n -I Gz> M m N' ¢Zgp p v ~ af = n A � tf) O O j `� 00 M c0 cD o� N P1/ O Q0 M I O) N - - -- � + +'! 00 �� r O +M_ �� +c0 6i t2 ON F �ZF'-S>pJ0U) -- W p = W O d' W Q z +1 - - -- - -4 - -__ - - n - - u-, _EX1511NO GROUND PROFILE AT CENTERLINE `' +w + =ate r; . . . . . . . . . . . . . . . . . . . . . . . . . . . .L . . . . . . . . . . . . . . . . _ - . . . . . . . . . . . . -- -- . -r ._-_.- .-.- -'- -•- -.- -.- -. -� - -.- -.,- _..- .- -. -.- F_ W +a. 350 :...:...:...:...:...:...:...:. ..:............................ ........ ........................ .i............................. .......... ............ ............................... ............................... 0 z. +0.26% "° . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . +0.26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -470, . 0 32% . ...:...:...:...:350 +0.21 % DESIGN'fZOWUNE PROFILE 0 % 348........ = +0.21% ; :- .22 : :...:...:...:....... :...:.. :348 k��o. ............................................................................. ......................... . . . . .. - ........ \. ........ DESIGN FLOWUNE PROFKE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................................... . .............................................. ............ . ............................................... ...................................... .................... I..................... U p - 31.39' ON CURVE N 0 O U U-) oi m Z! 0i m 00 W t\ W M mW'� Nib w =¢ z Z w w 0 c a U O QI Lo O Z Q m �a + - I` ZF-0 �OLL N - - - - - ot w S 6 o l = Q � � � O W U ' o w -.- -- -- - -. 10 -.- -.- -_.__ -. -_ .- -r . -- -. . -.- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I..................... U p - (fl pav0 wOco i H o a~ m p �w lnzwW Z O W W cnmw�wwQF -p =J�o���Zaz � (� co w =¢ z Z w w 0 c a U �^ vJ co O Z Q m r W Z_ 0 zvxi W Za I` ZF-0 �OLL Q W cB M ot w S 6 o l = Q � � � O W U ' o w w -co X a 02���= w z Cfl p Z a~ U K z~ H p w X O viw�pw Wcii�mzp L;7- Q r/1 i LL vvr/�11 0 � C7��0V1�O�on' wW uJ Z f6 }j CONSTRUCTION NOTES F1 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. 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') 50 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 19) M7 INSTALL 2 -4" CONDUIT FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION U o_ (O m + m J L� 41 Y Q W I- C > W Q S Q LLI Of ui C 7 (n 54.98' m CN 1 ON CURVE U N U 31.44' 31.39' 35.00' r7 � 90'00'00" to C2 + . . . . . . . . . . . . . . . . . . . . . . O _c> INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE Os SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT rn� ,iu_ 0 Lo U LLI O N + M c0 3 rr 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. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 . . . . . . . . . . : +0.20%. . . - 0.207. . . . . . . . . . . . . . . . . . . . . . . . +0.20% +0.20% +a 627 - -Of 370 fiOWLINE PROFILE : -0.20% -0.20% 348: ...:. ..:.......................... .. .................---...... ............................... 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'- ±ro 17- : _70.519' +0:24% - .20% _ DESIGN FLOWUNE PROFILE . . . . . ,0:26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 0.51q-` ........ 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............346 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 NORTH FLOWLINE PROFILE U r U O II o: mIIU.O IIU co r 00~ ilrn!o_ IIU m II0 n rn fir` o �z rnla IIU m U 1 CO N 0G1� c0U cDrm 00 mW 00 = Om U co if) r7 aow N �� �- .-F o6 w 00 �,.) a0 0 � 06 00 00 N') Kj O 0- 06 �iM - - �}. 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NWN 1t1L' w A5 0 0 0 0 0 w w w z J } m w w � g w w I- w LL O Q Q a o a °° �d0 V) a° w > U S103 C/) C� Z Q � �_ W W U) :5 W = CL O ' [)� 0 n 2i N W ~ wU �Q 3 Q> W Z a a J J W N U) n Z 0 C� W Ci cn cll� DATE 11/20/2014 PA JOB N0. 14 -2772 SHEET 0 18 Q N c"I OF 21 SHEETS 55.02' ON CURVE N= U U n m 00 W +I� ° - - -- -- __- ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . cN U) 0o M ......350 . . . . . . . . . . 1 . . . . . '- ±ro 17- : _70.519' +0:24% - .20% _ DESIGN FLOWUNE PROFILE . . . . . ,0:26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 0.51q-` ........ 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............346 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 NORTH FLOWLINE PROFILE U r U O II o: mIIU.O IIU co r 00~ ilrn!o_ IIU m II0 n rn fir` o �z rnla IIU m U 1 CO N 0G1� c0U cDrm 00 mW 00 = Om U co if) r7 aow N �� �- .-F o6 w 00 �,.) a0 0 � 06 00 00 N') Kj O 0- 06 �iM - - �}. 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NWN 1t1L' w A5 0 0 0 0 0 w w w z J } m w w � g w w I- w LL O Q Q a o a °° �d0 V) a° w > U S103 C/) C� Z Q � �_ W W U) :5 W = CL O ' [)� 0 n 2i N W ~ wU �Q 3 Q> W Z a a J J W N U) n Z 0 C� W Ci cn cll� DATE 11/20/2014 PA JOB N0. 14 -2772 SHEET 0 18 Q N c"I 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. 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') ❑ 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 I 1 cn o O 0 I I o L w +041 U I ° c + I •- O w C) 4°n 1 -1 Q'I O 20' 10' I Z T_ U O 00 _ZW M c0 Lu O Z > U) TYP. 6 Q 10' 20'1 20' d' N cfl Ld :...:...:...:.. :...352 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NI . . . . . . . . . . . 31.42' O 11130' �! 1 30'IF ............................... ION CURVE 1 Q'I 20' 1 20' 10' 1 I I ` II'� z ,.° o m� w o, O M '`� m m ai M �t I M W Ln p I� S00'55'22 "W 12 1 - O +�1� of 1 1 �I� ............................350 I 1 cn o O 0 I I o L w +041 � I ° c + I •- O I ° I 30' 1 1 30' C) 4°n 1 -1 Q'I 20' 20' 10' I Z T_ U J Ld I- 00 _ZW M c0 Lu O Z > U) TYP. 6 Q 10' 20'1 20' Q Ld N cfl Ld :...:...:...:.. 12 17 N to ............... O 0 'd- n w w to w +041 � of Lo •- O to i C) ^O _j 13 N N O J J It to] L CL M c0 II + J . .+ TYP. 6 11 +97.34 _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. �T21 EXISTING UTILITY POLE OS SEWER MANHOLE (D SEWER CLEANOUT OD STORM DRAIN MANHOLE - - - - RIGHT -OF -WAY - - - -- SEWER STORM DRAIN - -'� - EXISTING EDGE OF PAVEMENT .b a 1 U ............... O 0 a- w w 1 I 1 w W � u ) Lo Lo p O O Or, C) ^O � T M N N O J J It to] 10 +00 PHASE 2 14 1 HORIZONTAL: 1"=50' VERTICAL: 1"=2' CHRISTENSEN COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 S1.4L ON CURVE ............... U 0 m w w 1 I 1 � O . +0.25% +0.25% : � -0.22% O II 15 i U) 3 . . . . . . . . x of Lo � T M ............................... v CLI 16 It to] 10 +00 CL M c0 II I r•) . .+ . . . . . . . . . . . . . . .. t�I 10' 20'1 20' O cn N cfl :.. :...:...:...:.. :...352 s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NI . . . . . . . . . . . 31.42' +�i AEI 0 �! LL O O N PHASE 2 14 1 HORIZONTAL: 1"=50' VERTICAL: 1"=2' CHRISTENSEN COURT CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 S1.4L ON CURVE 352 O N to of M � ............... .EXISI7NG GROUND PROF /LE - AT CENTERLINE ............... U 0 m w w 1 I 1 � O . +0.25% +0.25% : � -0.22% O II 0 0 � U) 3 . . . . . . . . . . . . + of Lo 0 352 O N to of M � ............... .EXISI7NG GROUND PROF /LE - AT CENTERLINE .SS U .............. ............... U i 0' .......JOU 0 1 I 1 \ . +0.25% +0.25% : � -0.22% 90'00'00" II = 0 � U) 3 . DES /GN"FLOKIN£ PROF/LE � of Lo Lo T M ............................... v O It of 10 +00 11+00 12 +00 M c0 + I r•) . .+ . . . . . . . . . . . . . . .. . . . . 10' 20'1 20' 10' N cfl :.. :...:...:...:.. :...352 .SS U .............. ............... :..1. i 0' .......JOU TANGENT 1 I 1 \ . +0.25% +0.25% : � -0.22% 90'00'00" ° I C2 I . q °. . DES /GN"FLOKIN£ PROF/LE II® 3 TYP I I I 30,1d 130' 42.00' 348............: ........ ............................... 36 W � ....348 Z L.IJ 10 +00 11+00 12 +00 O J W Ld 13 +00 � WEST FLOWLINE PROFILE 10' 20'1 20' 10' N cfl + . . . . . I s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NI . . . . . . . . . . . 31.42' 352' .......................... 0 U LL O O N ............................... ION CURVE Q ° I I �,cV � N C-) N U N IIU m U O Ln m 0 � V) II'� z ,.° o m� w o, O M '`� m m ai M �t I M W Ln p I� S00'55'22 "W 12 1 - O +�1� of 1 1 �I� ............................350 13 +10.00 j....+ +M �� b °N M +� I : ........ 1 352: U I.° I: GROUND PROF : ........ ................. 352 . . . . . . . .EXISTING /LE j I I I +0.51% : DES /GN FLOWLINE PROFILE ATCENTERL /NE _--- - - - - -- ............................... -- _- mss- ----- - - - - -- -. - - 10'' 14 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . �ON CURVE U Z 350:...:...... N . o U M ....:350 ................:..1.:.. �' J LiJ I- w d0- +0. a7 ±0.21% +0.25% : +0.25% �' � O M of O +0: 75% . . . . . . �.-DESIGN-ROKINEPRO47LE . . . . . . . . . . . . . . . . . . . . . . . . . Q LLI � 348 . ............................... .............348 Z Q 352' .................................... 10 +00 11+00 12 +00 Q Ld ............................... 13 +00 . EAST FLOWLINE PROFILE 30, .. 3�> 35 10' 20' 20' i 0' DELTA TANGENT 1 I 1 \ O I O 1 I 90'00'00" ° I C2 I 1 � 47'09'23" II® 3 TYP I I I 30,1d 130' 42.00' 10' 20' 120' 10' 1 36 W � w Z L.IJ V) J 0 O J W Ld 89'55'52" � Q w m N 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 -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 31.44' U U M J ��az oz W z m w z ,i 3 ON CURVE m - FoZ)m, >' O"- w¢ z O F z F zw z Z 0 ON CURVE o co (6 c O U m Lc) U 0�0 to 00 U m U) OI r- + d" of 26' 3' WING 3' WING 31' U �Cfl N 3' WING w�oz }w ¢wOY °Uc/iU¢ZU Q 06 U) LL 0 22 Q) Z 30' 1 1 30' `1 co VJ (E o, Q w m N o 10' 20'1 20' 10' N cfl + . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NI . . . . . . . . . . . . . . . . . . . 352' .......................... CD wF Uz °w ~w W Ow'� LL O O N ............................... T 2 _ I I � -- -- o¢¢¢ o w w= w z z ,.° o �3 TYP 1 AT CENTERLINE S00'55'22 "W 12 1 - + - 131 1 1 ..........:.................... ............................350 13 +10.00 b °N M I 0 1 ................ : ........ ................. 1 - - 2 -- -- +0.20% I I I +0.51% : DES /GN FLOWLINE PROFILE 30' I 30' ............................... ............................348 10' 20' 20' 10'' 14 +00 WEST FLOWLINE PROFILE 21 31.44' I ON CURVEI �ON CURVE U Z U'� U� U M N m� �' J LiJ I- w d0- LLI �' � O M of O =ZLd � + Q LLI � Z Q 352' .................................... Q Ld ............................... . . . . :...:352 _ Ld EX/SIING GROUND PROFILE HORIZONTAL: 1"=50' AT CENTERL INE VERTICAL: 1"=2' PHASE 2 MEDFORD STREET CONSTRUCT 0.20 /MIN. TYPE 'B' A.C. PAVING OVER 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 Ld z J O J 65' -70' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' w w w 3 0 0 O U _ U (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 3: J U Ld z J 0 J 30' 80'-85' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' 3: O U 30' Ld z J 0 J 31.44' 31.39' U M J ��az oz W z m w z ,i 3 ON CURVE C7 - FoZ)m, >' O"- w¢ z O F z F zw z Z 0 ON CURVE o co (6 c o U m Lc) U 0�0 to 00 U m U) r U of w M d" of 26' 3' WING 3' WING 31' U �Cfl Lo O: 3' WING w�oz }w ¢wOY °Uc/iU¢ZU Q 06 U) LL M Q) Z CZ7z�mIa __9�0a Ww� Z1U)w `1 co VJ (E o, Q w m N o W U N cfl . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NI . . . . . . . . . . . . . . . . . . . 352' .......................... CD wF Uz °w ~w W Ow'� LL O O N ............................... T � UOa -F. co m w= z a Q o 0 � EX1577NG GROUND PROFILE o¢¢¢ o w w= w z z ¢pr0wwu»)m 0 LL Lu r Lu w Z AT CENTERLINE ww0Owz¢ can >co 350 .............. ..........:.................... ............................350 ................ : ........ ................. ........ .. _ +0.20% +0.51% : DES /GN FLOWLINE PROFILE 348 .............. ............................... ............................348 10 +00 11+00 12 +00 13 +00 14 +00 WEST FLOWLINE PROFILE 31.39' 31.44' ON CURVEI �ON CURVE U'� U� U � �rn r U N m� W;oo m w d0- �' � O M M � co 352' .................................... ............................... . . . . :...:352 EX/SIING GROUND PROFILE AT CENTERL INE 350* ......... .......................................... ......... ...350 ........ X0.517. ........... . +0.20% 348......... % .............. DES/GN FZOWLINE PROFILE ...................:348 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE Ld z J O J 65' -70' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' w w w 3 0 0 O U _ U (NORTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 3: J U Ld z J 0 J 30' 80'-85' WIDE LOTS * *= BOTTOM WIDTH MAY VARY FROM 26' TO 29' 3: O U 30' Ld z J 0 J C< / 3' WING (TYPICAL)/ / r I I I (SOUTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 3' WING (TYPICA' (TYPICAL KNUCKLE) LOCAL STREET W Z J U M J ��az oz W z m w z ,i 3 cwi,onLu uj wo C7 - FoZ)m, >' O"- w¢ z O F z F zw z Z 0 M O u) o co (6 c o Lu E 7 � Z N 0 cf) 2i a LLE w J ¢I-o °- z z U) 26' 3' WING 3' WING 31' U �Cfl 26' 3' WING C< / 3' WING (TYPICAL)/ / r I I I (SOUTH OF STOCKDALE RANCH DRIVE) LOCAL STREET 3' WING (TYPICA' (TYPICAL KNUCKLE) LOCAL STREET W Z (TYPICAL CLIL -DE -SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS U J U M J ��az oz W z m w z ,i 3 cwi,onLu uj wo C7 - FoZ)m, >' O"- w¢ z O F z F zw z Z 0 M O u) o co (6 c o Lu E 7 � Z N 0 cf) 2i a LLE w J ¢I-o °- z z U) Q U U �Cfl °za�¢��F'Yo Z W �ULYZp W � Q1 X O `+= w�oz }w ¢wOY °Uc/iU¢ZU Q 06 U) LL Q U Q) Z CZ7z�mIa __9�0a Ww� Z1U)w `1 co VJ (E >0 °wzwcn�wF_cn0 Q w m N cfm ) W U N cfl 15' Z (D O L o�Om °iL) 00o ¢w cn N ~¢w�c, a- = o WOZa Z UJI L1J r ozzm azaF w>°cn ¢=OVwFz°wQo� 15' -zm Qz W co (TYPICAL CLIL -DE -SAC) LOCAL STREET TYPICAL DRIVEWAY DETAILS U 2"" w °a V0 wOcA U M J ��az oz W z m w z ,i C) O cwi,onLu uj wo C7 - FoZ)m, >' O"- w¢ z O F z F zw z Z 0 M O u) m')=.-,0W> co (6 c Cn LL n Lu E 7 zOww�o �¢ �w��QZ�w3:u- Z N 0 cf) 2i a LLE w ui M ¢I-o °- z z U) > U r O LL D U �Cfl °za�¢��F'Yo Z W �ULYZp W � Q1 X O `+= w�oz }w ¢wOY °Uc/iU¢ZU Q 06 U) LL Q U Q) Z CZ7z�mIa __9�0a Ww� Z1U)w `1 co VJ (E >0 °wzwcn�wF_cn0 Q w m N cfm ) W W w°�00m V)) N cfl hZ oo¢- w w o Z (D O L o�Om °iL) 00o ¢w cn N ~¢w�c, a- = o WOZa Z UJI L1J r ozzm azaF w>°cn ¢=OVwFz°wQo� Cfl -zm Qz W co CD wF Uz °w ~w W Ow'� LL O O N cn W -Z�--)UZO� T � UOa -F. co m w= z a Q o 0 � Z_ °2Utn W S �w o¢¢¢ o w w= w z z ¢pr0wwu»)m 0 LL Lu r Lu w Z ¢ m 0 w w U O j m ww0Owz¢ can >co ��oat= -0oof< \` O J w' ° 1 0 � W a- o wW W = W� (7 W � W � mm > W LL D L Lu O a LL Q o Lu a Q U 00 0 � , Q w � _> U o U U O o dr rr 0��'�1S�03N U/ z w J � � W� O Q LL D 2 W W � H O O � N C) 2i w I` � � z W Q co � � z U 0 N rn 0 v N � F_ F_ z N 0 co C� � W N DATE 11/20/2014 N PA JOB No. 14 -2772 SHEET 0 E N �. r'`� OF 21 SHEETS v LL 0a )0 w 0cn (o J z�cnW w0�� WWwcnW WQ�W �mF=- oFHt�izaz w =¢zF-zww�0 of cn=wzv°i >m�Q W� =�0o =�zm w =Ow=WCnv�LL (DI—�_ =cn Of C�= ZF-U�z00u_ ofQ00OW�LnW clza.OQ ~ND Q& O- LL OU Q m w cnww W wcnvjmz0 Zz aaz 0- 0 0 o z, ww> >o2)wX W X 0wQwc�wF -cn0 Q ~FOzU) -oowp W LL - Z -� U) a0 Q�wwz�Q Zogfn -Oz> z of O� o= U~ QwoQwu�ZQa zwZw=0Lu CL O a Z M - w> F � ()z- Qa MLuO U = I-Z W Lu QU'n(nw "z m�aZZZS2 W W > LU U 0 � vaiwZ) =ZQVZO(n Q Q(6 S O w w 0 0 oU' m w S m z> J 00 ZO=O(n W =QS 3:ZF S >0JOc) I- 0wOW_WW=w0 " ' Q O 0 z > c U) ° J- m W O W z_ Z ZO Q m QwULLIui ?mod >I- 2= Ln z 2 O i W z z) H H O a F O O w Q m U _ Z o M co 01) n I C/) J M O W z L� ~ w 0 co m X U) VJ 0 a VJ z llu� Q 00 04 W M 06 z N o 00 ~ Wz c� W _ �— N L.L O I.L O 0 `V j W fY LL O O O O O � w w z 0 w � LLI a = .. g w F- 0 W F- Q m w w a 00 �G�o � , Q > v U O O tyNY CD U/ Z z Q CL U) J J � � U) LJJ W Z U U W Q Q 2i _ >- W 0� > Q O z �0 0 � � U N W — w W (D - U z W - Q co I I I I I I cfI I I ( I I I I I I I I I � ► j i j i i i � � � � � � � � � � � � i v J 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 (A 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 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. CALCULATIONS. 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. 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.F. 0 N 0.20' A.C. /0.40' A.B. 81,596 S.F. 6" CURB AND GUTTER 4,253 L.F. 6" THICK DRIVE APPROACH 12,570 S.F. 4" THICK SIDEWALK 6,569 S.F. ° SURVEY MONUMENT ENCASEMENT 10 EA. METRO STREET NAME SIGNS 1 EA. N STREET LIGHTS (5800 LUMEN) 8 EA. TYPE "A" CATCH - BASINS 8 EA. i c� 0 i U) N N 0 E 0 a E HORIZONTAL: 1"=100' U) z O U) w DATE 11/20/2014 PA JOB No. 14 -2772 SHEET 20 OF 21 SHEETS U LL SAWCUT EXISTING PAVEMENT 12" FROM -TOP OF CURB ELEV. =AC GRADE + 0.83' o a U o m ° J U THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL w PROPOSED FACE OF MEDIAN CURB AND w / w ° w ~ o _ - z / TOP OF A.C. PAVING ELEV. Z 'm w ' z LL z �O SAWCUT EXISTING PAVEMENT 12" FROM z_ INSTALL A.C. PAVING PER STRUCTURAL z N m w w Q f= o M 1. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD PROPOSED E.P. AND INSTALL A.C. PAVING SECTION SHOWN ON PLAN VIEW (TYPICAL PROPOSED TOP OF A.C. PAVING SHALL BE 0.02' w J ~ o = ~ o a m WASTE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT PER STRUCTURAL SECTION SHOWN ON PLAN w 0 v BOTH SIDE OF PROPOSED MEDIAN) OR AS (- ABOVE EXISTING E.P. /SAWCUT LINE (TO PROVIDE ST - a a z ° z o w o N. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. VIEW, OR AS DIRECTED BY CITY ENGINEER. RW PROPOSED // �, F z oz- 3: J m �, Q O SITE DURING CONSTRUCTION. a DIRECTED BY CITY ENGINEER. a POSITIVE DRAINAGE AWAY FROM PROPOSED CL \ LL o < z c w N MEDIAN- TYPICAL BOTH SIDES OF PROPOSED MEDIAN) BLOCK WALL / \ ~ o - ° ° a ° o W Z CL RIGHT -OF -WAY z w w a O N 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE I 12" 12 = i� \ / w VARIES 55' -77' w I- _ J w z a 8' GRADED 1� 15 / w =o= =WCnUa= W co TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE 12 "-- I 1j �/ - w J LANDSCAPE LOT 2' 12.5 1 2 \ z ~ 3 8 o o 0 0 0 o Q > U SHOULDER I o � FL z � I �a��owQ�w� � � � LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO - - - - - - - THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME 1 - - - - - - -- -- -_ - -- - I i o PROPOSED SAWCUT LINE VARIES 48' -70' 7' I Q a ° ° < = z GRADE ®4:1 MAX 2 5% _ _ - I . DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. TO NAT. GRD. - - - - �� a N (VARIES -SEE PLAN VIEW) I •' a 1 %\ \ ' ' °z z 0 o } o 06 `� X O O �'r L' QwO����¢mUO�^^ �S (n Q L U VJ Q �t a 18' TRAVEL LANE 7' 7' 35' 6' Q, I j zzowaowozo�a C7 3. ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING NAT. GIRD P \� \ \ \ \� \ \ \�`` \� \;�`\ �\ SAWCUT AND REMOVE EXISTING PAVING ` \� \�e� \`�% - - - - BIKE LANE c? o w o CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. \ \� \� \�\ (VARIES -SEE PLAN VIEW) (SEE PLAN VIEW FOR DIMENSIONS) LANDSCAPE MEDIAN VARIES '-`' 3 /M � � � \ / o w Z w o � z F � o � m ' (SEE PLAN VIEW} w °� 2' 4 2 / co m: a o(D c z z W W 4.DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON -SITE, ` - 6 6 - I 12 *VARIES 1.5% j I I, 1� t 1 FINISHED PAD\\ // o o a w z o¢ w Z a) Co THE PROJECT DEVELOPER /CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED - - " - - - _ _ _ _ ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. AREA DETAIL AREA DETAIL i� _�� - ��- - - - - TO 3.s% �� / �� �� w Z ° W w Q ° o 0 co _ ti F THE STATE CE QA GUIDELINES Q w o Q o° v a T PURSUANT TO SECTION 15064.5 0 A Q n+ NOT TO SCALE I `-' a OW a cn z o a Z M SALVAGE OPERATION REQUIREMENTS r.� NOT TO SCALE 2 SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH l \ r \ ��� it .\ \ zowwpW0< LLJ W STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. - - - SAWCUT LINE \ rte o a z a � w w o o w I___ v =Ow�Q�aOW O Qo CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER z z m a z z z `-' O 5.IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL O ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER /CONTRACTOR SHALL NOTIFY THE KERN SEE DETAIL 21 SEE DETAIL F 0.70' MIN. CL -II AGGREGATE BASE OVER 1.35' MIN. NAT. GRD. a a F ° o o COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE 21 COMPACTED .0 95% MAX. DENSITY o a 0 w z 0 w w ° AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE TI =9.0 R =44 Z J O W 0 < _ ~ U O a o � MISSION SHALL M CONTACTED PURSUANT TO � _ = ~ a w j J W- o NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION z z w v > z = a ° o PUBLIC RESOURCES CODE §5097.98. R/W C/L R/W 2' ADDITIONAL 110' RIGHT -OF -WAY ARTERIAL � � - w � � � � 2' ADDITIONAL 6' 36' EASEMENT ( w o = > °_ 3 TYPICAL STOCKDALE HIGHWAY SE TION ¢ ° o w w m 6. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO EASEMENT T TO SCALE > > w I- c� �' o � a w PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE r., NO w o LL z > § - e co z 2' g' 28' 28' i 8' 2 z UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. - Q a o of w U� a z D U z co 12' xx��io�wz° HF oa1-L)0aa2 7. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED o PROPOSED ° NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING I 6 MEDIAN 6 "cfl C° ; . _ 2' T,� NOTICE: OFFICIAL. 2' TYP. t- ` " \`' °.;'t * 2% c-rnt%Vnei QeNrN nRIvF STREET SECTION IS SHOWN FOR INFORMATIONAL PURPOSES ONLY 4 8. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION 1 *2 2 � m_\ VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. rr PROPOSED 7 Wit' 9. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL BLOCK WALL GRADE LINE FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE CONSTRUCT 0.20' MIN, A.C. PAVING OVER 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. GRID. GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND COMPACTED TO 95% 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: n+ NOT TO SCALE IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; R /W C /L NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; 30' 30' SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND * * *2 20' { 10' 10' 20' I NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE /MATERIALS COORDINATOR. \ �� 2' TYP. 2' TYP. 12. IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE 27,_ 1 *2 *22 MIN 1 FOUND, AND /OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND \ \ SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL \ INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND /OR THREATENED 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 G * ** =SEE GRADING PLAN FOR FRONT ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR Y YARD GRADE BREAK ROUGH GRADING POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND C CONSTRUCT 0.20' MIN. A.C. PAVING OVER DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION 0 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE C COMPACTED TO 95% MAX. DENSITY IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS T Ti =4.5 R =44 CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE 60' RIGHT-OF-WAY PROPOSED PROJECT SITE. 6 TYPICAL LOCAL STREET SECTION 13. IF ANY PG &E PIPELINE IS RUPTURED DURING GRADING, PG &E SHALL BE NOTIFIED AT (800) 743 -5000, T NOT TO SCALE AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. r r.+ N R 14. IF TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY CONSTRUCTION NOTES 01 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. Ez 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 -- DRIVE NORTHAMPTON (BY SEPARATE PLANS) AVENUE Mill1 II \\ \ 2 STA. 10 +75 11 0 -- CID _ II ° 10 +71.13 +40.42 0 6.00' LT M 1 ,cO� -C-4 6.00' LT TC= 352.72 TC= 352.43 II AC= 351.89 C N C1 AC= 351.60 10 +71.13 11 +40.42 11 6.00' LT II I TC= 352.76 `V TC =352.48 N AC= 351.9,3 R4 -7 II NOTE: PAINT NOSES YELLOW ON 1 I 111 II 11� \I ENTRANCE MEDIANS (TYP). 1 II r II \� 50 ; MEDIAN PLAN NEWBURY STREET SCALE: 1"=50' STOCKDALE RANCH '' "- PROPOSED BLOCK WALL ST COMPACT UNDER CURB, RW GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% 10' ADDITIONAL MAX. DENSITY. EASEMENT FL 11' GRADE ®2:1 4 2' / FINISHED PAD R/W '. �... ir' r T * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. C 26' / IN, / I VARIES 1' j /2% 2% 11 6 - 11 2% Lo ' \ 3 wt AREA DETAIL NOT TO SCALE 26' 8' 18' 18' 8 2' TYP. 2' TYP. - 1 *2 *2 MIN � 1 GRADE LINE CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.45' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 52' RIGHT -OF -WAY TYPICAL LOCAL STREET SEC_ TION k r" I NOT TO SCALE DRIVE NORTHAMPTO (BY SEPARATE PLANS) N 9 AVENUE ' 30 I 30 � II 10' 20' 20 1 o' I I � II ILI_I I I II \ I 2 STA. 1 0 +75 1 II I 0 \ 11 0 10 +71.17 � 11 +35.45 + 6.00' LT "' '`' q 1 TC6 350.98 1 lII �a5tp C N C CJ5 Tl I II II 1 7 11 +3 .4 6.0 ° 0 +71.1 CT TC= 35.1C351 64 N °08 o I I I i i AC =350.8 - II NOTE: PAINT NOSES YELLOW ON 30' 30' I I I II II II \; ENTRANCE MEDIANS (TYP). 110, 20' 20' 10' I I I III I II\� 8 MEDIAN PLAN KINGSBRIDGE STREET SUNNINGHILL AVENUE 1 30' I 30' 1 110' 20' 20' 10' Ii I 10 +59. 6.00' LT TC= 351.14 AC- 50.31 10 +59.90 0 6.00' RT ° TC= 351.14 i + I AC =3 52 WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST 45' RIGHT -OF -WAY 34' *1.5%- 3.5% R I W 45' RIGHT -OF -WAY 13' ADDITIONAL PROPOSED FL EASEMENT BLOCK WALL 34' 11 ❑ CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER GRADE LINE 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID COMPACTED TO 95% MAX. DENSITY TI =6.0 R =44 PER GPA /ZC NO. 09 -0263 TYPICAL CROSS- SECTION STOCKDALE RANCH DRIVE ry NOT TO SCALE R 6' 5' 6' 12' MULTI -USE / - TRAIL 2,f , 2% ( \ GRADE ®2:1 1 - - FINISHED PAC - / t "\ 4 - -s\ // �\ 6 % 1 ' 2% 1F- ` \ \ 4 AREA DETAIL \- - -� AREA DETAIL NOT TO SCALE NOT TO SCALE 49 P I N rr III 2 STA. 11 +17 - r��r r� *SEE C.O.B. STD. DWG.- ST -11 FOR SLOPE I I - °o 7 PARAMETERS z 10 +50400 11 +23.98 6.00' LT r4Di N TC= 353.48 1 TC6354.83 COMPACT UNDER CURB, AC=352.0 C N - C1 4,C=354.00 11 +23.`x$ GUTTER AND SIDEWALK I 10 +50.00 = (TYP.) 6" MIN. TO 90% 0 6.00' RT 6.00' RT MAX. DENSITY. ° TC= 353.48 M N "', TC= 354.86 + I AC =352.6 _ AC= 354.03 I� 00 R4 -7 ' 1 J' � NOTE: PAINT NOSES YELLOW ON i! ENTRANCE MEDIANS (TYP). MEDIAN PLAN CORNWALL STREET - 2❑ STA.11 +50 CV r�1 M N , NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I II I II � 11 +55.00 6.00' LT j ,I - 70351.81 AC= 350.98 11+55.00 6.00' RT TC= 351.79 AC_= 350.96 I + 1 SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I 74 I I STA. 13 +25 � IIII 12 +33. 13 +31.52 11 1 1 6.00' LT -C-4 1 6.00' LTI I� 111 T� 351.2 C - N - C C�o.1 1 `I 11+75.44 6.00' 3.35 6.00 RT in TC= 351.60 ° C =35 40 M N N M AC= 350.77 + I \ II I 1 I INOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). III I I \ 51 SUNNINGHILL DRIVE �..�._� MEDIAN PLAN -- - MEDIAN PLAN ==.LF PADDINGTON STREET SALE: - AMBLESIDE COURT SCALE: 1"=50' I i '? v 0 3 0 v N N 0 U) N CV U) 0 Q N N i 1 0 ° 0 0 o w 0 F- w = 1\ O z Lu > 1' m Z w w J� )LL LL a a a ER � b � as M , Q w 3 U Ld V O� a'dY�s/ 038 VJ VJ vz, z Q U) Z w z U) 0 W Q W 2= 2 W n U p z cy O 0 q'qt N U W U) U.j 17- W W cy cr1..1.E U) z 0 W DATE 11120/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETSI DRIVE NORTHAMPTON (BY SEPARATE PLANS) AVENUE Mill1 II \\ \ 2 STA. 10 +75 11 0 -- CID _ II ° 10 +71.13 +40.42 0 6.00' LT M 1 ,cO� -C-4 6.00' LT TC= 352.72 TC= 352.43 II AC= 351.89 C N C1 AC= 351.60 10 +71.13 11 +40.42 11 6.00' LT II I TC= 352.76 `V TC =352.48 N AC= 351.9,3 R4 -7 II NOTE: PAINT NOSES YELLOW ON 1 I 111 II 11� \I ENTRANCE MEDIANS (TYP). 1 II r II \� 50 ; MEDIAN PLAN NEWBURY STREET SCALE: 1"=50' STOCKDALE RANCH '' "- PROPOSED BLOCK WALL ST COMPACT UNDER CURB, RW GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% 10' ADDITIONAL MAX. DENSITY. EASEMENT FL 11' GRADE ®2:1 4 2' / FINISHED PAD R/W '. �... ir' r T * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. C 26' / IN, / I VARIES 1' j /2% 2% 11 6 - 11 2% Lo ' \ 3 wt AREA DETAIL NOT TO SCALE 26' 8' 18' 18' 8 2' TYP. 2' TYP. - 1 *2 *2 MIN � 1 GRADE LINE CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.45' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 52' RIGHT -OF -WAY TYPICAL LOCAL STREET SEC_ TION k r" I NOT TO SCALE DRIVE NORTHAMPTO (BY SEPARATE PLANS) N 9 AVENUE ' 30 I 30 � II 10' 20' 20 1 o' I I � II ILI_I I I II \ I 2 STA. 1 0 +75 1 II I 0 \ 11 0 10 +71.17 � 11 +35.45 + 6.00' LT "' '`' q 1 TC6 350.98 1 lII �a5tp C N C CJ5 Tl I II II 1 7 11 +3 .4 6.0 ° 0 +71.1 CT TC= 35.1C351 64 N °08 o I I I i i AC =350.8 - II NOTE: PAINT NOSES YELLOW ON 30' 30' I I I II II II \; ENTRANCE MEDIANS (TYP). 110, 20' 20' 10' I I I III I II\� 8 MEDIAN PLAN KINGSBRIDGE STREET SUNNINGHILL AVENUE 1 30' I 30' 1 110' 20' 20' 10' Ii I 10 +59. 6.00' LT TC= 351.14 AC- 50.31 10 +59.90 0 6.00' RT ° TC= 351.14 i + I AC =3 52 WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST 45' RIGHT -OF -WAY 34' *1.5%- 3.5% R I W 45' RIGHT -OF -WAY 13' ADDITIONAL PROPOSED FL EASEMENT BLOCK WALL 34' 11 ❑ CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER GRADE LINE 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID COMPACTED TO 95% MAX. DENSITY TI =6.0 R =44 PER GPA /ZC NO. 09 -0263 TYPICAL CROSS- SECTION STOCKDALE RANCH DRIVE ry NOT TO SCALE R 6' 5' 6' 12' MULTI -USE / - TRAIL 2,f , 2% ( \ GRADE ®2:1 1 - - FINISHED PAC - / t "\ 4 - -s\ // �\ 6 % 1 ' 2% 1F- ` \ \ 4 AREA DETAIL \- - -� AREA DETAIL NOT TO SCALE NOT TO SCALE 49 P I N rr III 2 STA. 11 +17 - r��r r� *SEE C.O.B. STD. DWG.- ST -11 FOR SLOPE I I - °o 7 PARAMETERS z 10 +50400 11 +23.98 6.00' LT r4Di N TC= 353.48 1 TC6354.83 COMPACT UNDER CURB, AC=352.0 C N - C1 4,C=354.00 11 +23.`x$ GUTTER AND SIDEWALK I 10 +50.00 = (TYP.) 6" MIN. TO 90% 0 6.00' RT 6.00' RT MAX. DENSITY. ° TC= 353.48 M N "', TC= 354.86 + I AC =352.6 _ AC= 354.03 I� 00 R4 -7 ' 1 J' � NOTE: PAINT NOSES YELLOW ON i! ENTRANCE MEDIANS (TYP). MEDIAN PLAN CORNWALL STREET - 2❑ STA.11 +50 CV r�1 M N , NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I II I II � 11 +55.00 6.00' LT j ,I - 70351.81 AC= 350.98 11+55.00 6.00' RT TC= 351.79 AC_= 350.96 I + 1 SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I 74 I I STA. 13 +25 � IIII 12 +33. 13 +31.52 11 1 1 6.00' LT -C-4 1 6.00' LTI I� 111 T� 351.2 C - N - C C�o.1 1 `I 11+75.44 6.00' 3.35 6.00 RT in TC= 351.60 ° C =35 40 M N N M AC= 350.77 + I \ II I 1 I INOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). III I I \ 51 SUNNINGHILL DRIVE �..�._� MEDIAN PLAN -- - MEDIAN PLAN ==.LF PADDINGTON STREET SALE: - AMBLESIDE COURT SCALE: 1"=50' I i '? v 0 3 0 v N N 0 U) N CV U) 0 Q N N i 1 0 ° 0 0 o w 0 F- w = 1\ O z Lu > 1' m Z w w J� )LL LL a a a ER � b � as M , Q w 3 U Ld V O� a'dY�s/ 038 VJ VJ vz, z Q U) Z w z U) 0 W Q W 2= 2 W n U p z cy O 0 q'qt N U W U) U.j 17- W W cy cr1..1.E U) z 0 W DATE 11120/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETSI C 26' / IN, / I VARIES 1' j /2% 2% 11 6 - 11 2% Lo ' \ 3 wt AREA DETAIL NOT TO SCALE 26' 8' 18' 18' 8 2' TYP. 2' TYP. - 1 *2 *2 MIN � 1 GRADE LINE CONSTRUCT 0.20' MIN. A.C. PAVING OVER 0.45' MIN. CL -II AGGREGATE BASE OVER 1.00' MIN. NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =44 52' RIGHT -OF -WAY TYPICAL LOCAL STREET SEC_ TION k r" I NOT TO SCALE DRIVE NORTHAMPTO (BY SEPARATE PLANS) N 9 AVENUE ' 30 I 30 � II 10' 20' 20 1 o' I I � II ILI_I I I II \ I 2 STA. 1 0 +75 1 II I 0 \ 11 0 10 +71.17 � 11 +35.45 + 6.00' LT "' '`' q 1 TC6 350.98 1 lII �a5tp C N C CJ5 Tl I II II 1 7 11 +3 .4 6.0 ° 0 +71.1 CT TC= 35.1C351 64 N °08 o I I I i i AC =350.8 - II NOTE: PAINT NOSES YELLOW ON 30' 30' I I I II II II \; ENTRANCE MEDIANS (TYP). 110, 20' 20' 10' I I I III I II\� 8 MEDIAN PLAN KINGSBRIDGE STREET SUNNINGHILL AVENUE 1 30' I 30' 1 110' 20' 20' 10' Ii I 10 +59. 6.00' LT TC= 351.14 AC- 50.31 10 +59.90 0 6.00' RT ° TC= 351.14 i + I AC =3 52 WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST 45' RIGHT -OF -WAY 34' *1.5%- 3.5% R I W 45' RIGHT -OF -WAY 13' ADDITIONAL PROPOSED FL EASEMENT BLOCK WALL 34' 11 ❑ CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER GRADE LINE 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRID COMPACTED TO 95% MAX. DENSITY TI =6.0 R =44 PER GPA /ZC NO. 09 -0263 TYPICAL CROSS- SECTION STOCKDALE RANCH DRIVE ry NOT TO SCALE R 6' 5' 6' 12' MULTI -USE / - TRAIL 2,f , 2% ( \ GRADE ®2:1 1 - - FINISHED PAC - / t "\ 4 - -s\ // �\ 6 % 1 ' 2% 1F- ` \ \ 4 AREA DETAIL \- - -� AREA DETAIL NOT TO SCALE NOT TO SCALE 49 P I N rr III 2 STA. 11 +17 - r��r r� *SEE C.O.B. STD. DWG.- ST -11 FOR SLOPE I I - °o 7 PARAMETERS z 10 +50400 11 +23.98 6.00' LT r4Di N TC= 353.48 1 TC6354.83 COMPACT UNDER CURB, AC=352.0 C N - C1 4,C=354.00 11 +23.`x$ GUTTER AND SIDEWALK I 10 +50.00 = (TYP.) 6" MIN. TO 90% 0 6.00' RT 6.00' RT MAX. DENSITY. ° TC= 353.48 M N "', TC= 354.86 + I AC =352.6 _ AC= 354.03 I� 00 R4 -7 ' 1 J' � NOTE: PAINT NOSES YELLOW ON i! ENTRANCE MEDIANS (TYP). MEDIAN PLAN CORNWALL STREET - 2❑ STA.11 +50 CV r�1 M N , NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I II I II � 11 +55.00 6.00' LT j ,I - 70351.81 AC= 350.98 11+55.00 6.00' RT TC= 351.79 AC_= 350.96 I + 1 SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I 74 I I STA. 13 +25 � IIII 12 +33. 13 +31.52 11 1 1 6.00' LT -C-4 1 6.00' LTI I� 111 T� 351.2 C - N - C C�o.1 1 `I 11+75.44 6.00' 3.35 6.00 RT in TC= 351.60 ° C =35 40 M N N M AC= 350.77 + I \ II I 1 I INOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). III I I \ 51 SUNNINGHILL DRIVE �..�._� MEDIAN PLAN -- - MEDIAN PLAN ==.LF PADDINGTON STREET SALE: - AMBLESIDE COURT SCALE: 1"=50' I i '? v 0 3 0 v N N 0 U) N CV U) 0 Q N N i 1 0 ° 0 0 o w 0 F- w = 1\ O z Lu > 1' m Z w w J� )LL LL a a a ER � b � as M , Q w 3 U Ld V O� a'dY�s/ 038 VJ VJ vz, z Q U) Z w z U) 0 W Q W 2= 2 W n U p z cy O 0 q'qt N U W U) U.j 17- W W cy cr1..1.E U) z 0 W DATE 11120/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETSI 49 P I N rr III 2 STA. 11 +17 - r��r r� *SEE C.O.B. STD. DWG.- ST -11 FOR SLOPE I I - °o 7 PARAMETERS z 10 +50400 11 +23.98 6.00' LT r4Di N TC= 353.48 1 TC6354.83 COMPACT UNDER CURB, AC=352.0 C N - C1 4,C=354.00 11 +23.`x$ GUTTER AND SIDEWALK I 10 +50.00 = (TYP.) 6" MIN. TO 90% 0 6.00' RT 6.00' RT MAX. DENSITY. ° TC= 353.48 M N "', TC= 354.86 + I AC =352.6 _ AC= 354.03 I� 00 R4 -7 ' 1 J' � NOTE: PAINT NOSES YELLOW ON i! ENTRANCE MEDIANS (TYP). MEDIAN PLAN CORNWALL STREET - 2❑ STA.11 +50 CV r�1 M N , NOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). 1 STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I II I II � 11 +55.00 6.00' LT j ,I - 70351.81 AC= 350.98 11+55.00 6.00' RT TC= 351.79 AC_= 350.96 I + 1 SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I 74 I I STA. 13 +25 � IIII 12 +33. 13 +31.52 11 1 1 6.00' LT -C-4 1 6.00' LTI I� 111 T� 351.2 C - N - C C�o.1 1 `I 11+75.44 6.00' 3.35 6.00 RT in TC= 351.60 ° C =35 40 M N N M AC= 350.77 + I \ II I 1 I INOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). III I I \ 51 SUNNINGHILL DRIVE �..�._� MEDIAN PLAN -- - MEDIAN PLAN ==.LF PADDINGTON STREET SALE: - AMBLESIDE COURT SCALE: 1"=50' I i '? v 0 3 0 v N N 0 U) N CV U) 0 Q N N i 1 0 ° 0 0 o w 0 F- w = 1\ O z Lu > 1' m Z w w J� )LL LL a a a ER � b � as M , Q w 3 U Ld V O� a'dY�s/ 038 VJ VJ vz, z Q U) Z w z U) 0 W Q W 2= 2 W n U p z cy O 0 q'qt N U W U) U.j 17- W W cy cr1..1.E U) z 0 W DATE 11120/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETSI SCALE: 1"=50' STOCKDALE RANCH DRIVE (BY SEPARATE PLANS) I 74 I I STA. 13 +25 � IIII 12 +33. 13 +31.52 11 1 1 6.00' LT -C-4 1 6.00' LTI I� 111 T� 351.2 C - N - C C�o.1 1 `I 11+75.44 6.00' 3.35 6.00 RT in TC= 351.60 ° C =35 40 M N N M AC= 350.77 + I \ II I 1 I INOTE: PAINT NOSES YELLOW ON ENTRANCE MEDIANS (TYP). III I I \ 51 SUNNINGHILL DRIVE �..�._� MEDIAN PLAN -- - MEDIAN PLAN ==.LF PADDINGTON STREET SALE: - AMBLESIDE COURT SCALE: 1"=50' I i '? v 0 3 0 v N N 0 U) N CV U) 0 Q N N i 1 0 ° 0 0 o w 0 F- w = 1\ O z Lu > 1' m Z w w J� )LL LL a a a ER � b � as M , Q w 3 U Ld V O� a'dY�s/ 038 VJ VJ vz, z Q U) Z w z U) 0 W Q W 2= 2 W n U p z cy O 0 q'qt N U W U) U.j 17- W W cy cr1..1.E U) z 0 W DATE 11120/2014 PA JOB No. 14 -2772 SHEET OF 21 SHEETSI