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5.1-12100 Rev
S { 1 IA , T i. i 0 1k 31 RM BENCHMARK USED: TOP OF CONCRETE • LAMPHOLE AT THE SOUTHEAST 1 ! is CENTERLINEOF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE OF O.. ELEVATION = X .13 -P A BEARINGS.. 16 THE BEARING OF !CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER 1 TAKEN AS THE BASIS BEARINGS SHOWN LEGAL DESCRIPTION. • PORTION OF !SOUTH,RANGE 26 EAST MOUNT A ! BASE AND MERIDIAN, OF .' , . ! COUNTY STATE OF CALIFORNIA. O>• 11 Ll. foa.x 070STOCKDAL I TR 6223 1-7TR--6001 O °� g { w 0 HIGH 1 1 X �— -- fED SCHOOL rWHITE LANE i j l i i LOT 1 PM No. f z LLA No. 11861 i I rm r 12-0351 I G�Ii R p LOT 1 i9a x LOT 2 0 I s*► Na. 3-� 1? LLA No. 12-0133 i � LLA 1 0 6 i \\APROJ C T ®Q` 6.®T 1c:::J-)? + Vv v 13-0176 LLA No. TR -4861 + \l; \ SITE L zMUIR ^ _DS _ y t \\ \ LOT 3 cn LLA No. 13-0176 W m LOT 2 6116 ~ I i LLA No. 12-0133 ~ \ ti ~ J / /�, ,p C:== LOT + I REMAINDER OF I1.fi Na 1 79 �; •� PAR "A" N. z TR -5135 0 OF P.M.W. -1182 m I3 r VTPM 11838 i { LOT 4 TR -5186 I I I m LLA No. I ► Iffi I I I) ® v7pM 11838 I I 1 1z �------�------� __-----------WES T MING SPECIFIC { 1 rr i i ' A ! . � ! i ! c8#1 - CL— CENTERLINE D DRIVEWAY FL-- FLOWLINE BCR-- BEGIN CURB RETURN ECR-- END CURB RETURN PI-_ POINT OF INTERSECTION C— END CURVE BC-- BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC-- POINT ON VERTICAL CURVE VC-- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC-- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB— GRADE BREAD . HP-- HIGH POINT •� QUANTITIES w • , CHECK AND INSPECTION FEE CALCULATIO NOT O BE USED BIDDING PURPOSES SP COLLECTOR STREETS 5,155 L.F. 0.30' A.C. /0.40' A.B. 236t995 S.F. SP COMMERCIAL STREETS 1,053 L.F. 0.30' A.C./0.40' A. B. 37,775 S.F. SP LOCAL STREETS 3,202 L.F. 0.20' A. C. /0.40' A. B. 81,482 S.F. TEMP. A.C. PAVING 686 S.Y. A.C. DIKE 224 L.F. " CURB AND GUTTER 17,737 L.F. 4" THICK SIDEWALK 53,276 S.F. SURVEY MONUMENT ENCASEMENT 36 EA. STREET NAME SIGNS 10 EA. TRAFFIC STREET SIGNS 53 EA. EEL CHAIR RAMPS 70 EA. STREET LIGHTS (5800 LUMEN) . CROSS GUTTERS (12' WIDE) 6 EA. SAWCUT 248 L.F. 8' WIDE CONCRETE MULTI—USE AIL 38s985 S.F. 4' WIDE DECOMPOSED GRANITE PATH 19j268 .F. " MOW CURB 4,817 L.F. TYPE "M'* MEDIAN CURB 11,123 L.F. BARRICADES 3 EA. STRIPING 804 L.F. STANDARD -VICINITY MAR mmmllr#IM.�� , NOTES • DETAILS TYPICAL STREET Or WINDERMERE 'i STREET STATION 95+00 - 106+00 M WINDERMERE s STREET STATION 86+00 - 95+00 CAMPUS PARK RDRIVE STATION !0 , a CAMPUS A1i P DRIVE • STATION 157+00 ! M WINDERMERE STREET STATION 75+50 - 85+50 • SQUARE DRIVE STATION • DRIVE MUIRLANDS PARK AY MAGENTA DRIVE LIVERPOOL A A< ! 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COMMERCIAL +.- Z>"� w® � <� (jjZ� 0lt3 pig I I I I W �:i ZWO ~!��--------------�� -< a - ---�----------- j q� >- <C Z C W F- w Lu _ s ..^ 'ex m m..+o ! CB#2 t -----r--- /,'r t I ► r 1 1 I �� O W WZZ y!! TENTATIVE # r I I ( ► i I \ /' 11 - Wry oZ i1! M TRACT 7254 / - . ' r ! i i ( r ) \ C_ W a 0 -- � I- I— WIZ C> @ \m w C ® w m 11 P 0 Z ti9 W ..��Lj ---------- < 3r LL. — W u- a p w LLJ \�� / JJ \� \ Z I- W < q ; g �%} W W �' y''� V)6r6.3 Z ■p rte. 1 1 / dpi k t r W�% .(�,4J9"�--• 0 „.1 F- Z Z Lj 6,12 ,12 ,�. - `°°4 ^ � dad 0 p 0 11y c ow W N,�\> / <—<<bwa I � GB \-A'�► .- � � , � ! FULLER � � \ a ,� �", r, Z O F- I- 0 ca APARTMENTS < sr ccn Z c8#3 \ \ \ 'rte ��\\ r err ' }\ r rr I�� ��� / w W Z < Lu W LLJ FLu\�r rte\ >_ �.i.� 6 w — 00 > rCB# 19 \\ rrr � � rrr \err �/ // \\ /' // �� ®�� 1 ..,.•� �,�� !! !�T~ ly- 13 15 \ FUTURE B#17 \ COMMUNITY ''/ %\'<'' // - I 1 ) / \ \ ~ ! ~ / / CENTER CB#18 ��// II 11 , i iSUMP 1/0FUTURE PARK SITE 19 � SUB--STATION13 . JI�®Liam C8#13 �" ��' \\ \\ l J' / / 4% I / �~/ i ( I �p ® �,�_, /T \ J /rr • ' I 'N74 TSV i i t � / I ��' r `�, '�r / �, ~ 1 +� o�14 4$ �\CB#� / ��, �� Jrr % rr /T ~ ® tt r! ~~ J ���'� J� 11 II ) I gig I cn CB#9 / . ! I ��,�� $' �_ t j cr_ AV Ilk CB#2 o B#24 I ' ¢ .. i . mom a Jv. JU 04 C,B • CB#11 II 1, �` -�� - i CB#22 14U. ,,AA! ~~ uni S, LIJ ,��� , ~ Air --r--- . Q , ILLJ ,S/ ,/ ,f ~~e� !! // .~'% ~ // /t \ �-•J/ i i1 `'''tr--_ _ _ .-- UNDERGROUND IA! 4 T 1 ! ,� ! � �� ~ `�� � 1 1 I f 11 SOUTHERN �CALIFORNIA Q ca 40, W A Q _ UJ KEY MAP LEGEND, if 1 66 LLJ mw SHEET INDEX NUMBER ' !' >� ��, ! ," v11 z C DIRECTION OF DRAINAGE �� ' !~~ �� ®'�® L� vas � uu- ! �\ ~ !! !/ ~�~ !' ~~ l�� �� ~~~ BAKERSFIELD ����rc sER •/ � / / ! / to C? CONCRETE MONUMENT MEMORY CARE Q DIAL TOLL FREE 1-800-227-2600 n 9504 LUMEN STREET LIGHT � 1 AT LEAST DAYS BEFORE YOU DIG o O -O- 5844 LUMEN STREET LIGHT // !/ ��~ ~ // // //��-,t SUMP LL 0- L1.1 W z = 0 J i w LIJ w uj w w W w 4 JI�®Liam C8#13 �" ��' \\ \\ l J' / / 4% I / �~/ i ( I �p ® �,�_, /T \ J /rr • ' I 'N74 TSV i i t � / I ��' r `�, '�r / �, ~ 1 +� o�14 4$ �\CB#� / ��, �� Jrr % rr /T ~ ® tt r! ~~ J ���'� J� 11 II ) I gig I cn CB#9 / . ! I ��,�� $' �_ t j cr_ AV Ilk CB#2 o B#24 I ' ¢ .. i . mom a Jv. JU 04 C,B • CB#11 II 1, �` -�� - i CB#22 14U. ,,AA! ~~ uni S, LIJ ,��� , ~ Air --r--- . Q , ILLJ ,S/ ,/ ,f ~~e� !! // .~'% ~ // /t \ �-•J/ i i1 `'''tr--_ _ _ .-- UNDERGROUND IA! 4 T 1 ! ,� ! � �� ~ `�� � 1 1 I f 11 SOUTHERN �CALIFORNIA Q ca 40, W A Q _ UJ KEY MAP LEGEND, if 1 66 LLJ mw SHEET INDEX NUMBER ' !' >� ��, ! ," v11 z C DIRECTION OF DRAINAGE �� ' !~~ �� ®'�® L� vas � uu- ! �\ ~ !! !/ ~�~ !' ~~ l�� �� ~~~ BAKERSFIELD ����rc sER •/ � / / ! / to C? CONCRETE MONUMENT MEMORY CARE Q DIAL TOLL FREE 1-800-227-2600 n 9504 LUMEN STREET LIGHT � 1 AT LEAST DAYS BEFORE YOU DIG o O -O- 5844 LUMEN STREET LIGHT // !/ ��~ ~ // // //��-,t SUMP V ~ T �20�20�4 CB12 CATCH BASIN w/NUMBER �`�� t!'!!' PROPOSED STREET NAME SIGN ,! ,! ���� ,! !'~`~ r PA JOB No. 13-270H ° SHEET Q E -N-- !' ���HOFFMANN K' E %Y`M" A @ '� � HOSPICE SCALE. 1'=200' CITY RECORDS N 0 m OF 21 SHEETS \ J i Y t 't j s t • V ~ T �20�20�4 CB12 CATCH BASIN w/NUMBER �`�� t!'!!' PROPOSED STREET NAME SIGN ,! ,! ���� ,! !'~`~ r PA JOB No. 13-270H ° SHEET Q E -N-- !' ���HOFFMANN K' E %Y`M" A @ '� � HOSPICE SCALE. 1'=200' CITY RECORDS N 0 m OF 21 SHEETS TEMP SUMP" #1 NOTE "A.- SIDEWALK, MULTI—USE TRAIL AND LANDSCAPING ALONG WINDERMERE (FROM LODEN DRIVE—WINDERMERE STREE71A) TO BE BUILT WITH PHASE ,, . IN Im"11"Wis I WX X61 a [ I z &�V; 0I REVI�IONS A�PROV FRED W. PORTER RCE 33448 4k 'k to I I III-% TEMP SUIVIF -,1+1-2 rr 0-0 — U4,t LL. 0 0 =1 Luow< uj LL. uj 0 � 0. 0�lzu�- —9z I.- (t Lu c)X Lu Z ca 3 CD WW WI t �- W_Q z Lu W.,j uj Qce � CL. 0 0 0 w U, EI -F- c) z ..w Q w < W 0 z >- Lu �W�coo 0"<90 0 Lu W Lu . m z zz6q.%8203:w CL -00�,?s pgnw 0) z Ix Lm u w N< a 0 _0zw5 - g0 IA. La to 05 uj z ww u J CL Z 12L uj cl) 0 uj < LU t__ z w rE LANE wz ujW 0 0 0 z aw z 2, a11" ----- ----- < < U3 , xo uo < u- Z Lu u- z L �820 Z if D g * — — — — — — — — — — ---------- ------ 0�1 w uj W U, OZ I' uj T- 0 AEI # 21 Vc) ... ...... ... 2 TENTATIVE �v >_ F _L 7-- _j /C.3 FUTURE TRACT 7246' ;r 1 1 t M*z z x L lz� COMMERCIAL I 1z wozz w >_ C) uj w uj Q - - - - - - - - - - - - - L _L < - ----------- U., ------ 12 uj U-1 :3 1.4- w Z CB#2 c8#1 4 1 1 \ 2 TENTATIVE f I I 1 0 V) 0 ui z 4 1 TRACT 7254 ---A t zzmuj _101 uj m < 0 — z uj Ul v C)o 10<0 21 42 ww 11 < uj It LLJ CL cn ;5 W LIJ Z uj 41::) < x Ltj z 0 0� M V11 < fA - w _*Ir_ �c 0 It 11 � >- uj j201 I— Uj -A Z U- 9 C) 0 m < < z uj IV) 2 OZ` V) I— w 0 u- �N 0 WS2 dc v) ca uj 0 0 =za z F— LXJ V) x _j �B#4\ N,\ <Oswmce 0- ,A, A, Ilk FULLER z w m 0 V) % APARTMENTS A z (n Z V C> SEE NOTE -8" (TYP) z LLJ Y >\ CL 0 c8#3 lee, a. TEM''P SUMP #3 'Va LLJ t1_ — 0 u) z 2 ujim MZ( V) < t4i . LX LL_ 0 uJ Ld a 0 m (1) m 1< CB 30 \ >\ 1) � x 11 ".. % -/CB# 19 ASO 5 13 'op 2 15 Ne B#1 7 FUTURE IN x c8#6 /> B#18 P CENTER c 8 COMMUNITY 'SUM NI 16 Aft FUTURE cB#5 Bf 19 PARK SITE "ULTIMAT E f SUMP Ne W PG&E x 7 SUB—STATIONrt < Uj Nr B X/ 7 ,' \` it r�e��\`� r' ,,` �` / `iV�, tea \< 3 16 C, 5 pr cB#1 -------- -4 2 i r A? 2 CB#23,\ 8#24 c8#9 > >< #11 CB#2 Lu cg#8 L Z1. CL fl C 7- IN SEE NdEZ B" (Typ) c8#10 < 14 17 r..z I 1i I T t/1 U M, s 2 5 m11p A/ 21 z 14? If Zr I/ -, " N, F7 m. 8E LES'END. SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT f !!r ,$��� /'/ /` �'��/ f� ��`�� -(9- 9500 LUMEN STREET LIGHT DATE -0- 5800 LUMEN STREET LIGHT S, SUMP B, CB#1 2 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN BAKERSFIELD MEMORY CARE "ULTIMATE" SUMP K' HOFFMANNMAP. HOSPICE SCALE: 1'= 200" 5.1-12100 cn 61 0 0 ry LL cn Cir CL r 0 U*') I a- IV 9- E/) cc 111e) � d w 0 Z W uj w V) F- > w LL a- 1z 0L IV 9- E/) cc 111e) � d DATE 2/02/2017 PA JOB No. 13-2750H Ell Ns 5; L DATE 2/02/2017 PA JOB No. 13-2750H Ell Ns GENERALi 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE PART HEREOF. 2. ALL CONSTRUCTION ! ORCITY EASEMENTSr BE ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF ! 1 DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010.. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR H= OBTAIN_ 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 i» DEPARTMENT it ANY WORK TO PERFORMED EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE it THE i. PERFORMED r itiSTREET RIGHT-OF-WAY ! . / f» POSTED PRIOR TO ISSUANCE OF A PERMIT. r 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 / NOTIFIED / •• 326-3049. ASSOCIATES,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 & ! ANY VARIATIONSFROM DIMENSIONS AND CONDITIONS Si DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVEi ON # ACCORDING i AVAILABLE » !'i » IS ! RESPONSIBLE FOR POSSIBLErfi. 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 i. EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S rAii !.fiSHALL BE REPAIRED fAi ! i REPLACED rAi i i'. r A it EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED ffrii w GOVERNING y !» A PROBLEM i` CONFLICT SHOULD ARISE DURING THE COURSE! PROJECT, RESPONSIBILITY ! OWNER it CONTRACTOR A!. ! NOTIFYr 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. WORK i 1 i DEFECTIVE IN ITS CONSTRUCTIONi» DEFICIENT REQUIREMENTS i DRAWINGS i SPECIFICATIONS REMEDIED, r r !` REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED ANYONE OTHER THAN THE CONSULTANT,OWNER OR CONTRACTOR NOTIFY BUILDING OFFICIAL WRITING 1 TO THE CHANGE OF ENGINEER RESPONSIBLE r! y r 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING COURSE OF CONSTRUCTION OF ""iINCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN 1 «/! AND THE SAFETY OF ALL PERSONS r ! y i PROPERTY; #!« s # 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 "! ANY AND ALL LIABILITY," y OR ALLEGED,! WITH THE PERFORMANCE ip# ! WORK ON «pi EXCEPTING FOR LIABILITY ARISING «i, THE SOLE NEGLIGENCE OF OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS f1 ANN WRITTENSPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A REQUEST *R AN INTERPRETATIOOR y CORRECTION rr! THEREOF, ! fr ip TO FILING HIS BID PRICE i. THE !.i J fir ASSOCIATES, NOT BE RESPONSIBLE ip LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. D ALL CHANGESTO THESE PLANS APPROVED WRITING BY PORTER # ASSOCIATES, 15. NORMAL AND MARKING OF PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING r OF i r = 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. J #LL STREETS #VE BEEN DESIGNED ♦ MINIMUM r... VALUE REPORT. rir STRUCTURAL SECTIONSi~ EACH it SPECIFIC N. SHOULD FURTHER TESTING SHOW A LOWER "W" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWERVALUE,!» i ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH FOOT BELOW`i ON ! _ TO 2.5, AS DIRECTED BY THE PUBLIC !r DIRECTOR ! COLLECTOR AND ARTERIAL HIGHWAYS) FROM P OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR 1 MINIMUM DEPTH OF !.5 FEET BELOW GRADINGPLANE !p THE ENTIREWIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR 1 OBTAIN •', RELATIVE COMPACTION r i SIDEWALK 1 r CURB AND GUTTER TO A DEPTH OF 6 . THE LOCATION OF THE TESTS SHALL BE DETERMINED BY 8. ALL i » BE CLASS 3 AND SHALL CONTAINX MINIMUM OF • r OF CEMENT AND HAVE / MAXIMUM WATER/CEMENT w1O OF ! 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T--19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORMi THE PROVISIONS ! • ASPHALT CONCRETE, OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, i . i MINERAL AGGREGATE F!R TYPE # !r, OR ` (MODIFIED) ASPHALT !SHALL CONFORM ! THE REQUIREMENTS OF SECTION• i "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER it (MODIFIED) ASPHALT i " AND TYPE B (MODIFIED)ASPHALT i .' SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT i r SHALL CONFORM ! REQUIREMENTS TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION92-1.02(B), fi OF #Afi SPECIFICATIONS. `. !i«i1 # ! ./ !i A f 141MAFT111210NUAI 1 ` ! ! i l �► # � r 1 ! ! i ! l i f 1 r.►i it # r ! 1 / - / ♦- i • r 1 f y ! r f, ! i i ,,, ! f A i fA ! ! i . # •'A rA»# i' ■ r« r yr f, low i1 ! ` i f r ! r .�► i i`r » ► r fr it ! ! # i ♦ r# i » * i ! r r! w i i . 1� `�i i 1 i1 -r •- 1 ! fy i t A!r i A ! r i r w r1 1- • ` i ` i' l i •f f � ! i ` . » . i ` r ` err ! 1 / « 1 i' s y � f �, ! * ri i r ! ! y i fr y if r ! • # i t r' r» r r •, i i• # i i fy r i i 1 r ` i r # ` i i ! i` # «, i« •. i l ii i # _ « r.. Il' IU i � # ",r » ♦... � # r i. « y; r * !f : ,drip # r i' i!'. � ice. A A r. I ON !f r • ! - k •' A f i « - ip ! - l ««ri i ! �► - 1 - # « # i r ` !! ! i ♦ » ! X i i !» p y if p A i r �r ' � i = :: ! r � 1 ► r 1 ! � # ! 1 i ` ` l i i i ! 1 i- i r i 1 � - • - # ! r ! ii A ♦ i r . t p Y � ♦� i !' 1 A r # i !' A � f i r # i `1 r`i` i i / ♦' r 1 i i l r*if i i, Ai l # yrr ! y p y •, a # r r# i # i i rl : # i' "i•lp i i` r l f# i * ► ii i ;!'� i ! 1 ! f« i � it A p It IN ON M 1110 06*111 wI mrmlyllrd mob ■' � y r» !« r / if � �p «� i t i A i i i pi i !p # • :. _ . , yp ,. 1 * it ` y, A!f a'""X #`# # i i" i r � n ■► fyr�, r�;r y � A ! p syr# ryf ! ! #. !Iw A !.' s A. ! :. *.. i 1 '. p A� : p 1 r r a.. ♦ i M y� �. «X ! »X !» A mai «/ ip / ! ! ! !� r / •# 1 i#pr *►tr r # . ♦ ri # i =` ip # i ! #i l:i !' i r=i i r/r FAIS# : p QITY STANDARDI~ 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26--89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") E] ST -2 COMMERCIAL DRIVEWAY 0 ST -3 SIDEWALK w w w w ST -4 RESIDENCE DRIVEWAY { ST -5 HOUSE NUMBER FOR CURBS D-10 ST --6 DATED 1/11/99 PAVEMENT PATCHES E� ST -7 CROSS --GUTTERS E� ST -8 26 INCH PART CIRCLE CULVERT D-15 ST -9 STREET SPECIFICATIONS D-16 ST -10 STREET SECTIONS E ST -10A STREET SECTIONS SW -5 ST -11 STREET CROSS SECTIONS T--1 ST --12 ALLEY CROSS SECTION T-3 ST --13 SURVEY MONUMENT T-12 ST -14 "STREET LIGHT, MAST ARM TYPE T--34 DATED ST --15 CUL-DE-SACS ST -16 STREET KNUCKLE CITY STD. NO. DESCRIPTION STANDARD 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION RSP A88A & B CURB RAMP DETAILS wrw eeo ear aurae. ear eawa w.i. awma waw. wave eww aao® .® mmwe. .ran ws® ars aesr. err eew eery waw r �. awr. aw sus .Deer assn .r.r w.ame ewwaa` NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. m I I "ARIES e `y m G.B. C. �d F ECR 1 5D I ear .amw ew.. eras .ware ,ern eww .sew e.r. w.ar ewr ea® a .e_w e.a.. _w.. a._ _.a.. erw arw ear a._ a..rr. wa.r.e. O WHEELQUAIR RAMP DETAIL SCALE: 1"= 5'-0" 0871 R R u �uUQ wowu� ul cc Q t r-- u z a- - a 1z<oz (�waQ WInX `ym d i0o�� w=Qw=wcr3t��u.. z v u. w Qnz�v-a�"'� 3:8 z< C6 uwlLOUCLZt,;co o z Cc> oz0®it a- 9 2d p9 W w>-�022T W X QLu Z �� p z�� O Q Q CzO�z� �t o G�`Tdcux,Noz> z�Qwraw¢N-Qo ¢ � :. ,d w Fes-- cam,) 't3 08 4w,. QtY��=Qwo`�ac a.oa.E-vpo2CJ �zuado''- ¢� w LL Z jj2zLut oUJgCi U?w� Zd0Z0U) o cn,,,�x�z¢;�a Z�ZLA Hz8T59__!owr u0 Y_ wow w Cadw {n _ ! zw>wwo_ < } Q>cw,a,jc �zz�w UJ Q� Wwo©wz' car)>-Cn r l ST --17 WIDE CROSS -GUTTER ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ST --19 HANDICAP RAMPS 0 ST --20 PRIVATE STREET GATES w w w w ST -21 REFUSE CONTAINER PAD { ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS Q D-10 SIDEWALK UNDERDRAIN ❑ D--11 DRAINAGE BASIN D--14 CATCH -BASIN, TYPE "A" D-15 CATCH -BASIN, TYPE "A-1" Z D-16 GUTTER DEPRESSIONS Q SW --4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS T--1 STREET SIGN, POST TYPE T-3 MAJOR COLLECTOR TRANSITION T-12 MINIMUM ACCESS DESIGN [� T--34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -- WIRING AND PULL BOXES STANDARD 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION RSP A88A & B CURB RAMP DETAILS wrw eeo ear aurae. ear eawa w.i. awma waw. wave eww aao® .® mmwe. .ran ws® ars aesr. err eew eery waw r �. awr. aw sus .Deer assn .r.r w.ame ewwaa` NOTE: THIS DETAIL IS FOR REFERENCE ONLY, CONTRACTOR SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. m I I "ARIES e `y m G.B. C. �d F ECR 1 5D I ear .amw ew.. eras .ware ,ern eww .sew e.r. w.ar ewr ea® a .e_w e.a.. _w.. a._ _.a.. erw arw ear a._ a..rr. wa.r.e. O WHEELQUAIR RAMP DETAIL SCALE: 1"= 5'-0" 0871 R R u �uUQ wowu� ul cc Q t r-- u z a- - a 1z<oz (�waQ WInX `ym d i0o�� w=Qw=wcr3t��u.. z v u. w Qnz�v-a�"'� 3:8 z< C6 uwlLOUCLZt,;co o z Cc> oz0®it a- 9 2d p9 W w>-�022T W X QLu Z �� p z�� O Q Q CzO�z� �t o G�`Tdcux,Noz> z�Qwraw¢N-Qo ¢ � :. ,d w Fes-- cam,) 't3 08 4w,. QtY��=Qwo`�ac a.oa.E-vpo2CJ �zuado''- ¢� w LL Z jj2zLut oUJgCi U?w� Zd0Z0U) o cn,,,�x�z¢;�a Z�ZLA Hz8T59__!owr u0 Y_ wow w Cadw {n _ ! zw>wwo_ < } Q>cw,a,jc �zz�w UJ Q� Wwo©wz' car)>-Cn r l a. 0 U uj w w w w z w � w ¢ U- a a p DATE 12/3012014 i PA JCB No. 13-2750H (F3 ATE SHEET 7 Q E r 0 OF 21 SHEETS w a V} L\ ujQ w p DATE 12/3012014 i PA JCB No. 13-2750H (F3 ATE SHEET 7 Q E r 0 OF 21 SHEETS R/W 54' t 8' 5' WIDE t 141 LAINUac.Hrt AMt, FUTURE PAR SITE I .......... 8 "PARKING" w z 99 1 37' 12' I 5' E71 8' 8' MI 'S5 LOT ® El LANDSC�A�Pi i PARKINGL SEE PARKWAY TYPE "B" TAIL R/W c'0' VV 54' 37' 28' ]�IYPICAL STREE SECTIONS .. ! y.III q I I mill ! i Y! 'i / .X y. ! :. '• M i '� i i 1 i 1 A ALL LANDSCAPING I LY MAINTAINED THROUGH HOMEOWN ASSOCIATION FEE = ,J w 13 w 0 W ui a 3 ST CL R/W 0 d ' a 48' [j] PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1. Q PROPOSED BLOCK WALL (SEE WALL PLANS). ❑ PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. (MAY MEANDER) M 4' WIDE DECOMPOSED GRANITE PATH } PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ® 6"x6" CONCRETE MOW CURB 6' ® 37' E51t ®PROPOSED 8' WIDE CONCRETE MULTI --USE TRAIL (4" THICK CLASS "B" CONCRETE) [�9 PROPOSED 6" CURB NO GUTTER SIMILAR C.O.B. STD. DWG. ST --1. 18' LANDSCAPE 28' 8 PARKING) t (SEE C.Q.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) 1d 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3 MEDIAN 9 .._ g ,1, F PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). SEE PLAN VIEW ON STRUCTURAL PER "WMSP" EXHIBIT WINDERMERE ss STREET WMSP COLLECTOR STREET NOT • SCALE ST CL I 298 18' LA SCAPE w 2® MEDIAN z go gs U. 3 t 3 1 2 �---� SEE PLAN VIEW FOR STRUCTURAL SECTION PER " EXHIBIT 4-11CAMPUS PARK .3 -- WINDERMERE ,/� WMSP COLLECTOR STREET NOT TO SCALE 0 2 37' 28' ITT 7245 2% "PARKINGLL " R/W 48' i "PARKINGSEEM PER EXHIBIT I IL —11. (PARKING I I ING ALLOWED"WINDERMERE H STREET SEE PARKWAY TYPE "A" DETAIL IM WMSP COLLECTOR NOT TO SCALE p 10 ®-' ST CL R/W 30' 16' 5' 5' 6' V ti� .h •,( oe'e�.m.a.vwa•..w.d.w+..r ** -- LANDSCAPE SLOPE MAY VARY ' FROM 2% MIN. TO 4:1 MAX. PARKING L CA 14' 14' NO PARKING NO PARKING I SEE PLAN VIEW FOR STRUCTURAL SECTION R/W 30' 16' 6' 5' 5�' � 5 Q i Pte= STREET ii PUBLICLY i A ' ! PER P EXHIBIT 4-16 NO PARKING ALLOWED ON R SIDE SP RESIDENTIAL. STREET J +- NOT TO SCALE oo Qo CA R/W fi 30' 30' 15' 8' 15' 10' 5'11 5' "NO PARKING" LANDSCAPE "NO PARKING" 5, 11 5' 10' L/S LOT m [5 MEDIAN L/S LOT 3 3 1, � D v w �+- u- on.U® waco ZLWL Lu ui uj ui 1.4.. V J x w z a /• 0) F_u-��aZw;cnujU mwF--cczt" wx0ui � a�Q�'z' w p < X o 00 Z)- cnw,w;zc,;a LDZ©0oLc coo - 0-®n. LIJ ww>-ap�Z�u'�wtL' +-_ mzw� 2a 0 0 �m �.-- wz--� 2' ® zo9cnj©z> Q�0Of®'mo250w zoww�aZQ . 0 zIr Ow 0 dca�zo" ,I.-zw `woQ2w "-'z zz� w 0w > m_ wxi ow =>zzawoozow z��woL'"tYztz- U'' cA�U�"aaa Qoz>®;;ov - © T p 6 w w I L4 4 m w`ra>0m!;wQ(n cjaQLZZ cou w�owze�cn>-cp 1--F- CLN0VC0]�Q� G7 M cy) L0 o S ?: .O N uj M .� > Q -a co ®V w Q U- �= c'4 W uco 06 Z v o o U� N Z �M N 0 �- 0. L L] r®err®. 1w EL LL CL w w W o (L = ,J w 13 w 0 W ui a 2 - IN ,....... . SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE MAINTAINED BY H.O.A. ** _ LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 3:1 MAX. PROPOSED STREET SECTION F_w PRIVATE ENTRANCE STREET WMSP RESIDENTIAL ENTRANCE STREET NOT TO SCALE AWN, z w r A U) LLN ® / W LAM uj IN LL REVISIONS APPROVED BY:U) 7245 � N LLJ N FRED W. PTEP, R.C.E. NO. 335 .AT s� uj LdW W _ �iMrrt DANIEL PADILLA, F .C.E. NO 7008 DATE F_ CL z 0 it I 0 cy in tn� 0 __, .10 0 oN _j 0 C_l N R/W0- R/W j 26' 37' Lu ui 10' WIDE 5' 4' I 7' 0 z LANDSCAPE AREAt �� Z 12' L S LOT t 5' 4' 8' 8' WIDE �' ® Q F F 0 ® LANDSCAPE AREA o 0 N U' r i8 8 z w 1 2 = Q 2 2 i t 3* t 1 1 acs N RIC ALLOWED"PARKING H E ETAIL 3 I STREETWINDERMERE NOT TO SCALE C%L R/W 30' 30' FUTURE 22' 22' '-�----- 8' COMMERCIAL PASEO a]I NAT. GRD. /ARJ ' .�..."1_ 2Z -- 2 N 1 j°, ,t NAT. GRD. SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE PUBLICLY MAINTAINED PROPOSED • .. SECTION ! ! �, Lir►COMMERCIAL.--,,-" SCALENOT TO FINISHED PAD FINISHED PAD t t 1' DATE 12/30/2014 3 1�1 r1_1_1 2% 1 ----- r L ----J w� 3* PA JOB No. 13-2750H L --- J 1 A -•+ 1 *= LANDSCAPE AREA SHALL BE 3:1 MAX. *= LANDSCAPE AREA SHALL BE 3:1 MAX. SHEET **= RETAINING WALL OPTION (TO BE DETERMINED) RETAINING WALL OPTION O BE DETERMINED `E 1 0 7-1 ,� �' PARKWAYTYPE"9 " PARKWAY TYPEADETAIL I DETAIL 0 NOT TO SCALE NOT TO SCALE Ln OF 21 SHEETS 3 0 d ' a FINISHED PAD FINISHED PAD t t 1' DATE 12/30/2014 3 1�1 r1_1_1 2% 1 ----- r L ----J w� 3* PA JOB No. 13-2750H L --- J 1 A -•+ 1 *= LANDSCAPE AREA SHALL BE 3:1 MAX. *= LANDSCAPE AREA SHALL BE 3:1 MAX. SHEET **= RETAINING WALL OPTION (TO BE DETERMINED) RETAINING WALL OPTION O BE DETERMINED `E 1 0 7-1 ,� �' PARKWAYTYPE"9 " PARKWAY TYPEADETAIL I DETAIL 0 NOT TO SCALE NOT TO SCALE Ln OF 21 SHEETS C0N5T.RUQ11QN, NQIF.5 ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 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') F-5-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) F-8-1 PROPOSED 8' WIDE CONCRETE MULTI—USE TRAIL (SEE SHEET 3 FOR DETAILS) [11 PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) HE CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) MI CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT — PROTECT IN PLACE. sQ SEWER MANHOLE SEWER CLEANOUT O STORM DRAIN MANHOLE RIGHT—OF—WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 Pon TAPER "A" TABLE STATION 134.16' 102+63.44 29.00' RT 102+70.94 29.14' RT 102+78.44 29.56' RT 102+85.94 30.27' RT 102+93.44 1 31.25' RT TANGENT 0 103+23.44 35,75' RT 103+30.94 36.73' RT 103+38.44 37.44' RT 103+45.94 37.86' RT 103+53.44 38.00' RT 106 dU W t t U - 0 w m a. w 0 z 0 f.- 00 Lu - w :Czl �i%Hww<pw. W X X> 90 ;2� W 0 �2 u- 0- ffi zu Pw 6 ffi % xw �0= MWXWZ ow 3: u. U- <crw 096Mx- x D 6 515 2 w 3` W132prgTT2 9 2 CWL i- < f- i.- — aw 'Z8 2�9n0 3: E ujdwp0 IZOcw W w >- > 0 :,c'n, OR c� z w w cn _1 0 z ZO WO 0 8 < mw -wr 0< 2's 8 w gw , w oa u- c, 6 9 , 0 aw- Zz cwi- 0 w C-) < w � ui 00 z ow 8 zo czn 0, 2�=_zw§<zw0<9w wm 16- 6 20 2 2 w < 0_mwwz,~Qwa@H wz�O0 > w w zaT6a6j<Rs zclf u- 0 cl) acs 5w:;� w z ml > > >: w Z cl) — ;CCn - 0 C a (1) 0 OZ w w m W Q W Z <Of 'w 0- wz 0 w 05 >- 0) X CC 3: 0 Lu i D CL 1- 0 0 Ix 2 CL-054NreLL E , WHITE LANE (BY SEPARATE PLANS) HORIZONTAL.- 1 $9 =509 VERTICAL: NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CURVE TABLE 129.02' 134.16' i WEST FLOWLINE PROFILE a. ON CURVE 47.27 v �Z�Nwl m$ ON CURVE 00 Oro 0 0 m 'If co 11Z a CL LO w4m owl Xx Q LO iii OffiIIIII `1 x X LO to (D ro ItOro W_ > 11 0 m 110r®_ PO 04 nn a dU W t t U - 0 w m a. w 0 z 0 f.- 00 Lu - w :Czl �i%Hww<pw. W X X> 90 ;2� W 0 �2 u- 0- ffi zu Pw 6 ffi % xw �0= MWXWZ ow 3: u. U- <crw 096Mx- x D 6 515 2 w 3` W132prgTT2 9 2 CWL i- < f- i.- — aw 'Z8 2�9n0 3: E ujdwp0 IZOcw W w >- > 0 :,c'n, OR c� z w w cn _1 0 z ZO WO 0 8 < mw -wr 0< 2's 8 w gw , w oa u- c, 6 9 , 0 aw- Zz cwi- 0 w C-) < w � ui 00 z ow 8 zo czn 0, 2�=_zw§<zw0<9w wm 16- 6 20 2 2 w < 0_mwwz,~Qwa@H wz�O0 > w w zaT6a6j<Rs zclf u- 0 cl) acs 5w:;� w z ml > > >: w Z cl) — ;CCn - 0 C a (1) 0 OZ w w m W Q W Z <Of 'w 0- wz 0 w 05 >- 0) X CC 3: 0 Lu i D CL 1- 0 0 Ix 2 CL-054NreLL E , WHITE LANE (BY SEPARATE PLANS) HORIZONTAL.- 1 $9 =509 VERTICAL: NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 46.98' ON CURVE -1 M 0) 0) 04 U. 0) 0! rei tle) 04 LO to OC> n 00+ CA -6 .......................... =;�-a,� - ./.\.... .................. 40 mu- ........... 356 ............................. ........ 354 ................................... . . . . . . . . . . . . . . . . . . . . . . ...... +0.21.7 ............. ..................................... % +00 1% -0-20% ji.y .23% . PRE E t' 352 . 0 .....................................0101YROWN4- ...... I ................ ........................................+0........................................F. OR INE OFIL . ...... ....................SEE NOT ...... '!A ... ABOVE ........................... 352 94+00 95+00 96+00 97+00 98+00 99+00 1 +00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 EAST FLOWLINE PROFILE e::7 L'o 0 uj A E 0 0:1 CL 0 0 0 (A I Lli LLj ry (j) 0 0 n (A z 0 0 N p 4- E Q) 0 T_ o Ln r- cl-I I-, 0 129.02' 134.16' i WEST FLOWLINE PROFILE a. ON CURVE 47.27 v 0� 00 ON CURVE 00 Oro 0 0 m 'If co 11Z a CL LO ON CURVE Xx Q LO 000 LOLO x X LO to (D ro ItOro W_ > 11 0 m 110r®_ PO 04 nn a LO PO 0 ro V- ul po C3 to to __j v- -Oq: 01 -1 r, N -o - U-) rw) __j rei 04 LO ul c�r7 ro 00 0 Z 356 c� 00 25 '* 0 co 1 ul- ul- EXISTING GROUND PI?Oilff Oro * " " Lo O(D rn + ..................... ® 0 m 356. .................... C14 Cn'o ��m ....................... ........... .. . .................... ��m ............. 4M . cq 0 ui. EXISTING GROUND PROFILE A T CZ_NTZ_1?Z1A1E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . no + . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Po 0) CO+ 00 . . . . . Z0 . . 0 cr) 00+ (y) CN LO . + 'l7n (3) * . . . . . . 0) . . . . . . . . . . . . . . . . . . . . . .01) . . . . . . . . . . . . . to . . . . . . . . . . . . . 04 04 0i N:1 . . . . . . . . . . . . . . . . . . + U . . . . . . . . . . . . . . . . . . . . .. . . . . 00 . . . . . . . . . . . . . 0 0) 0 0, + CN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0) -1ul LL., ...... ................................... 354-. ...... ............................... u ..................................................... ........................ .............. . .. ... ............ I .............................................................................. ............. ' 354 4_%; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21% .21% 352'. ................................ -0-20% I I . . . bESON k-0*4- PRORA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --0;20,wo . . . . . . ---too . . . . . . . . . .22% . . . . . . . . . . . . . . . . . . . . . . I . . . +0.211-1- . . . . . . . . 1�111;IN�fIZOWINE PRORZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE NOTE- "A" ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 94+00 95+00 96+00 97+00 98+00 99+00 10 101+00 102+00 103+00 104+00 105+00 106+00 107+00 46.98' ON CURVE -1 M 0) 0) 04 U. 0) 0! rei tle) 04 LO to OC> n 00+ CA -6 .......................... =;�-a,� - ./.\.... .................. 40 mu- ........... 356 ............................. ........ 354 ................................... . . . . . . . . . . . . . . . . . . . . . . ...... +0.21.7 ............. ..................................... % +00 1% -0-20% ji.y .23% . PRE E t' 352 . 0 .....................................0101YROWN4- ...... I ................ ........................................+0........................................F. OR INE OFIL . ...... ....................SEE NOT ...... '!A ... ABOVE ........................... 352 94+00 95+00 96+00 97+00 98+00 99+00 1 +00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 EAST FLOWLINE PROFILE e::7 L'o 0 uj A E 0 0:1 CL 0 0 0 (A I Lli LLj ry (j) 0 0 n (A z 0 0 N p 4- E Q) 0 T_ o Ln r- cl-I I-, 0 134.16' i WEST FLOWLINE PROFILE a. ON CURVE Lu 0� 00 0 00 Oro 0 0 m 'If co 11Z a CL LO Xx Q LO Xm LOLO x X LO to (D W_ > w n 0 -C) uj w -001111 nn a * n -0 c� to ---O-j _j_j b P0 c -i Z Ol- LO C�a 00 0 Z 356 �N; U- U- EXISTING GROUND PI?Oilff '0i + PO 0) UJ 00 w to ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ui. R-�8 A 7 CEN7f INC.INC . . . . . . . . . . . . . . . . . . . . . . . . . . . % C� LO Po 0) . . . . . . . . . 0 cr) 00+ (y) CN LO . + 'l7n . . . . . . . LL . + ul) . . . . . . . . . . . . . . . . . . . . . .01) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 04 . . . . . 0) LL_ 0 0, 354- U- ...... ................................... u ........................ .. ... ............ I .............................................................................. ............. ................ 46.98' ON CURVE -1 M 0) 0) 04 U. 0) 0! rei tle) 04 LO to OC> n 00+ CA -6 .......................... =;�-a,� - ./.\.... .................. 40 mu- ........... 356 ............................. ........ 354 ................................... . . . . . . . . . . . . . . . . . . . . . . ...... +0.21.7 ............. ..................................... % +00 1% -0-20% ji.y .23% . PRE E t' 352 . 0 .....................................0101YROWN4- ...... I ................ ........................................+0........................................F. OR INE OFIL . ...... ....................SEE NOT ...... '!A ... ABOVE ........................... 352 94+00 95+00 96+00 97+00 98+00 99+00 1 +00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 EAST FLOWLINE PROFILE e::7 L'o 0 uj A E 0 0:1 CL 0 0 0 (A I Lli LLj ry (j) 0 0 n (A z 0 0 N p 4- E Q) 0 T_ o Ln r- cl-I I-, DATE 12/30/2014 PA JOB No. 13-2750H A I OF 21 SHEETS 0 7 < a. Lu LL 0 w UJ Z 0 CL 0 3� I Z z 0 W_ > w n 0 LL 9 w w I cL a < ri: DATE 12/30/2014 PA JOB No. 13-2750H A I OF 21 SHEETS 0 7 i Z 0 > Ui DATE 12/30/2014 PA JOB No. 13-2750H A I OF 21 SHEETS CONORU09N. NOU C1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 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) M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 [E PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) M PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) F8_1 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) a] PROPOSED 6'sx6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) am CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) ffil CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Z2� U+ CROSS -GUTTER 96.58' ON CURVE rl_ 0- 0 M 11 F-: (01 Q1rup 11 X LO 0) 0 ph NO 04 rl- F_: :3 C14 04 1-: c -i C4 ui C%i m clq uj n LO MW to Lo Lov) 0 LO LO ton Po) K) 0:: 00 L + C4 0a- C4 01- 00 -00 O LO LO Z 0 r-�: 0)w LO in 0.-1 -j 0 < 0 - i U_U_ 6r re) c*4 N + Lo LO 356 . ........................ ...... ............ 1�� ........ ...... I to r;). cotes ui-i Lo.m 0 CO fir,, C4 O� U- + c5to + Lo +0) 0).LO ro + 00 pr) n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo Lot<) + U) L0 . . . . . . . . . . . . +.'7 . . . . . . . . . . . . . . . to LO ul 10 n C'4.U-j u") LO V_ 354 U- U• - * .................................. ... ..................... ........................................... . . ................ `* ................ .* , .0.6 352 ... ....... ......... .+0.257 ..... 39 -:-0.25%' 156+00 155+00 154 0 153+00 152+00 SOUTH FLOWLINE PROFILE (CA PUS PARK DRIVE) $ 9 w to fln to 39.54 40.97 ON 0i Q:z 47 r 2387.00' 511.79' 11 F-: m J C,4 ul . C-4 0 CURVE 00 r- CURVE L10 if C-) q- I -i n CL OW _j U.) n Oz m r_ LO C-4 n U*) LO 0 to LO 00 C, ! 'c' I to LO C) 0 _j r.:0 C:) 0)"� to _jm K') r) n to 356 n z CN c� In w m c� 00 Lui (+N 1*29'48" 31.07' m t$ 0�4 . . . 0 m 0 0)01 LLJ 83*03'31" C� C,� 0 LO LC) bo i,�a 0,5+ c> T_ 833.79' 00+ to 6-1 + +(o to 04 At . + + 't 0) 88°21'14" r4e) U-) . LOU-! I . . . . . . . . . + - CN LO Lo . 114-' L0 L0 LO Lr) 4: 84.04' v- + . . LO - U- j 354 ........................... PO U- C12 PO U- 404.35" 10*00'59" 1 I ......... L' x_. u . ........ 232100' T ............. 0*1449" 5.00' ............................................... . ...... 0 .25% 352 . . . . . . . . . . . . . . . . 156+00 155+00 15 4+ 0 NORTH FLOWLINE PROFILE (CAMPUS PARK @) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE O SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN j,.0 EXISTING EDGE OF PAVEMENT CONSTRUCT MEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE -F- op ap x C) ® 51C*wAUe_, P4WLTI-USE TIZAIL A&JD 00 O 0 0 00000 L-AAJV5CAi0f`0C, 43TIZF-C-T 0000**0 -ro mE fr3uivr w1T#4 PA 4A, s Le 4q)2 - MPL WITREET/CA CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=48 LODEN DR/ '�EiE $HEE *r• d9 U- 044,0, w 0 ul w w w cz, jw! 0 0 L >L zpzmu,?o lx(n o =wo >w MCOP z w 0 wZ W W W_ W_ _r 3__ w=o2 w w I wz c1no )fit F- CO _ W � 0, 5 p u- C) -U-J, S z Z 10-- 0 W ix d- 0 0 0 w <0�f F - <WO m3:0z>-w 05 -0<lno C6 ww �4 W to ca z 0 z z 0 0 jpv xw ww cf) <- wa cn zw C-9 2 z z0 LL �'--im_ozwaogmw Z<;E w z =g 2�160i�ww0_JqZ8 < ww, - w 0 T l3c E 10-1 w 6 L-, t3 �E �j F- 0 Z 0 R 6RzwwwTtww8z<< CL Z CL F- w > 0 0 a (j) om T 8 ffi F- Z< w , z LL -zwzVQ CL L5u:R W> ow Ow %mwsj�<0wwgt 0wx>_g<860D 0 t ml a T ,- g ow W> 2 p 2w0T6w::1zwi_<j9�@ 3: z F- Y 5 Q -i 6 w LL , ©tw�p0-ul<LLz� ulffiNt�g W <atc ;E n z LLJ 0 LLJ Z 0 * co wcr CL LLJ LLJ W Q Z Q)>• -(n 0 0 w<2 w HORIZONTAL: 1"=50' VERTICAL: 1"=2' 113.13' 100' VERTICAL CURVE 129.02' 129.02' ON CURVE I 1 -1 -,ON CURVE I ON CURVE w to 11000 It ul 11 F- LO 00 to to 0 pe)t a)N,,jjW pe) :� 0 ll,�_ n ,It 1�1 w cl*4 A'zi:1z "o 14- PON N 0 01) 1 0) r*- to 00 000000 7 m f�ei uj ffi . "k C14 F-: , Cq Cj cq m ffirl'i F c*4 clq f_: cli F_: m c� Ul rwi M r6 pe) LO _jw ul M ul to _iw LO LO ul to V)v) to uj -j M LOU-) -j to LO LO _j cr_ V) fle) re) _� V) tn _j LO Q_ LO 0 pe) Pe) - re) tf) NO (3 n 11 11 C:) uj c) 0 Z C:)Uj to 0 z 0�- c) 11 if a U -j 0 + 0 c� C) _j _j _j 0 C�00 co U- C� _1 60 U-) r,:< 0) 0 U- + 0 + 0-) LA_ Li- 0i C) 0F)(0 Lo V) 04 Z C-4 0 C-4 Z 0) 0 mow OUJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c ...... "'< q: 4C>LLJ - M .... !�� ...... 356 ................ ul ......... w ........ ..... .............. 00 + 1�_ Z(m 00 CN pe) U- `4t C-4 to©, .44-mor-+m+U- 00 to T-to194- C�00 C-4 0�0.00 C� C-4 cy) 04 q + (10 P.: u') ri c --,f; to + CD k(14 N 2000*3 _j.. . . .. . . . . TE1 + a) + [ij . . . . . . . . . . . . . . . . . . . . . . . . . +u_+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ' to to r_ r�, r�_ rl- - - - M04%4 00 00 �_j 0000 00 A T CENTERLINE INE ch M m _j as U- 00 0) .... .........U. - ..U. - U- U- .................................................................................... ............. ................... 354 0 ............. ........................................ ............................. 25 �F- TO. 3 0&%' -PO-25 4-0.24% R 0 W INZ PROFIL E +31% 111N +O.�2 +.O� ............ . . .......................................... I ......................................... ...................................... 352 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 CROSS -GUTTER - WEST FLOWLINE PROFILE (WINDERMERE STREET) 133.65' -1 1 134.16' I ON CURVE ON UVKVt 00 11 0 110 it c) 1,(zow -.4- 1-- IIw ul) 11 0 m 00 11 0 Q_ 11 F- %t 11 0 v- "I, cy) 04 11 Q: V_ w ` w 00 11000 CD r-- 11 tl_to 0 -0 00 cr) 00 to cq Ab- co -:�m 11R I Z* A, - -� 0 C� 04 - I , C�c� 1.4j�z C'4 C-5 u� C-5 r C-4 F-_ . C_lj,,: ��jp F- F_ (--� �-*,� C*4 �-! F--, rej clq �., c� V) UJ tc) 0: �-- to w LAJ �0 Lo U-) of LAJ In m L0 W V) wo: cr- m Lou-) W L0 Q:� 0:: Cr_ F- L0 06 ul ff)pe) 0 01-. _j o- PO + n o- W) to Ve) Lo fle) -C) uj - U.J Ci K) re) re) L) n -C,4 UR uj ro if if -b w 0 LLJ C14 _0 fill 0 a Z 0 UJ c)z 0 b K)C:> 0 to O -j _j_j 0, 0 0) U-) C> < C>_j 0) LO 0< 8u_j 0-j _J_j ou-) C�co 0 . fll- PO .0 u_u_ 6 (p K) -i 0i 0 U- lA_ 60) c� + 0) CD (m a; -q- 10 oi--� r< 0 _j 0i 0 01) CN V) r^ WCL N C3, N 04 0 to U- M U & Z 11-1 tl . . . . . . . . . . . . . . . 00 100:33' ON CURVE (BETWEEN DIFFERENT STA nONING)- • -CIEr r%l InWr A -AA r% A TA - A n^% Ir - ---:0.2570-. .................... 153+00 152+00 DRIVE) CURVE TABLE . . �lt�,Ri CURVE RADIUS LENGTH DELTA TANGENT Cl 2387.00' 511.79' 12*17'04" 256.88' C2 74.00' 96.58' 74"4653" 56.56' C3 2350.00' 865.43' 21-06'01" 437.67' C4 2379.00' 94.95' 217'13" 47.48' C5 2387.00' 463.09' 11°06'57" 232.28' C6 2379.00' 62.14' 1*29'48" 31.07' C7 89.00' 129.02' 83*03'31" 78.82' C8 2350.00' 833.79' 2019'44" 421.33 C9 87.00' 134.16' 88°21'14" 84.54' C10 87.00' 133.65' 88*01*14" 84.04' Cll 2321.00' 15.53' 0*23'00" 7.77' C12 2313.00' 404.35" 10*00'59" 1 202.69 C13 232100' 10 .00' 0*1449" 5.00' LODEN DR/ '�EiE $HEE *r• d9 U- 044,0, w 0 ul w w w cz, jw! 0 0 L >L zpzmu,?o lx(n o =wo >w MCOP z w 0 wZ W W W_ W_ _r 3__ w=o2 w w I wz c1no )fit F- CO _ W � 0, 5 p u- C) -U-J, S z Z 10-- 0 W ix d- 0 0 0 w <0�f F - <WO m3:0z>-w 05 -0<lno C6 ww �4 W to ca z 0 z z 0 0 jpv xw ww cf) <- wa cn zw C-9 2 z z0 LL �'--im_ozwaogmw Z<;E w z =g 2�160i�ww0_JqZ8 < ww, - w 0 T l3c E 10-1 w 6 L-, t3 �E �j F- 0 Z 0 R 6RzwwwTtww8z<< CL Z CL F- w > 0 0 a (j) om T 8 ffi F- Z< w , z LL -zwzVQ CL L5u:R W> ow Ow %mwsj�<0wwgt 0wx>_g<860D 0 t ml a T ,- g ow W> 2 p 2w0T6w::1zwi_<j9�@ 3: z F- Y 5 Q -i 6 w LL , ©tw�p0-ul<LLz� ulffiNt�g W <atc ;E n z LLJ 0 LLJ Z 0 * co wcr CL LLJ LLJ W Q Z Q)>• -(n 0 0 w<2 w HORIZONTAL: 1"=50' VERTICAL: 1"=2' 113.13' 100' VERTICAL CURVE 129.02' 129.02' ON CURVE I 1 -1 -,ON CURVE I ON CURVE w to 11000 It ul 11 F- LO 00 to to 0 pe)t a)N,,jjW pe) :� 0 ll,�_ n ,It 1�1 w cl*4 A'zi:1z "o 14- PON N 0 01) 1 0) r*- to 00 000000 7 m f�ei uj ffi . "k C14 F-: , Cq Cj cq m ffirl'i F c*4 clq f_: cli F_: m c� Ul rwi M r6 pe) LO _jw ul M ul to _iw LO LO ul to V)v) to uj -j M LOU-) -j to LO LO _j cr_ V) fle) re) _� V) tn _j LO Q_ LO 0 pe) Pe) - re) tf) NO (3 n 11 11 C:) uj c) 0 Z C:)Uj to 0 z 0�- c) 11 if a U -j 0 + 0 c� C) _j _j _j 0 C�00 co U- C� _1 60 U-) r,:< 0) 0 U- + 0 + 0-) LA_ Li- 0i C) 0F)(0 Lo V) 04 Z C-4 0 C-4 Z 0) 0 mow OUJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c ...... "'< q: 4C>LLJ - M .... !�� ...... 356 ................ ul ......... w ........ ..... .............. 00 + 1�_ Z(m 00 CN pe) U- `4t C-4 to©, .44-mor-+m+U- 00 to T-to194- C�00 C-4 0�0.00 C� C-4 cy) 04 q + (10 P.: u') ri c --,f; to + CD k(14 N 2000*3 _j.. . . .. . . . . TE1 + a) + [ij . . . . . . . . . . . . . . . . . . . . . . . . . +u_+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ' to to r_ r�, r�_ rl- - - - M04%4 00 00 �_j 0000 00 A T CENTERLINE INE ch M m _j as U- 00 0) .... .........U. - ..U. - U- U- .................................................................................... ............. ................... 354 0 ............. ........................................ ............................. 25 �F- TO. 3 0&%' -PO-25 4-0.24% R 0 W INZ PROFIL E +31% 111N +O.�2 +.O� ............ . . .......................................... I ......................................... ...................................... 352 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 CROSS -GUTTER - WEST FLOWLINE PROFILE (WINDERMERE STREET) 133.65' -1 1 134.16' I ON CURVE ON UVKVt 00 11 0 110 it c) 1,(zow -.4- 1-- IIw ul) 11 0 m 00 11 0 Q_ 11 F- %t 11 0 v- "I, cy) 04 11 Q: V_ w ` w 00 11000 CD r-- 11 tl_to 0 -0 00 cr) 00 to cq Ab- co -:�m 11R I Z* A, - -� 0 C� 04 - I , C�c� 1.4j�z C'4 C-5 u� C-5 r C-4 F-_ . C_lj,,: ��jp F- F_ (--� �-*,� C*4 �-! F--, rej clq �., c� V) UJ tc) 0: �-- to w LAJ �0 Lo U-) of LAJ In m L0 W V) wo: cr- m Lou-) W L0 Q:� 0:: Cr_ F- L0 06 ul ff)pe) 0 01-. _j o- PO + n o- W) to Ve) Lo fle) -C) uj - U.J Ci K) re) re) L) n -C,4 UR uj ro if if -b w 0 LLJ C14 _0 fill 0 a Z 0 UJ c)z 0 b K)C:> 0 to O -j _j_j 0, 0 0) U-) C> < C>_j 0) LO 0< 8u_j 0-j _J_j ou-) C�co 0 . fll- PO .0 u_u_ 6 (p K) -i 0i 0 U- lA_ 60) c� + 0) CD (m a; -q- 10 oi--� r< 0 _j 0i 0 01) CN V) r^ WCL N C3, N 04 0 to U- M U & Z 11-1 tl . . . . . . . . . . . . . . . 00 100:33' ON CURVE (BETWEEN DIFFERENT STA nONING)- • -CIEr r%l InWr A -AA r% A TA - A n^% Ir - ---:0.2570-. .................... 153+00 152+00 DRIVE) CURVE TABLE . . �lt�,Ri . . . . . 1� - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OW . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . .. to Zo M CO vt + re� + to 00 U*)Cn co -d- T - v- to . -,t to to to C> c,4 cq .4. --t c6 Z-0 (D +. co to -4- C-4 - (0+ to 00 0+ LO 00 r- w r- C5 06 r,: 00 Co + OM to . . . . . . . . + LL lip PO _j . . + . . . . . . . . +u_ N PO + + vt + EXISTING' -CROUND 10ROFIZE . . . . . . . . . . . . . . mq-,t . . . . . . . . . . . . . . +!+: Lo to L.0_04 . .. . . . . . . . . . . . . . . + to 00 to 00 UL r_ 00 0000 0000 .0000 0000 AT CENTERLINE N cnm C14 m m C14 04 m m U - LO cn .............. ............. U -U- ........................................................ .......... ............... ... ... .............. .... 354 LODEN DR/ '�EiE $HEE *r• d9 U- 044,0, w 0 ul w w w cz, jw! 0 0 L >L zpzmu,?o lx(n o =wo >w MCOP z w 0 wZ W W W_ W_ _r 3__ w=o2 w w I wz c1no )fit F- CO _ W � 0, 5 p u- C) -U-J, S z Z 10-- 0 W ix d- 0 0 0 w <0�f F - <WO m3:0z>-w 05 -0<lno C6 ww �4 W to ca z 0 z z 0 0 jpv xw ww cf) <- wa cn zw C-9 2 z z0 LL �'--im_ozwaogmw Z<;E w z =g 2�160i�ww0_JqZ8 < ww, - w 0 T l3c E 10-1 w 6 L-, t3 �E �j F- 0 Z 0 R 6RzwwwTtww8z<< CL Z CL F- w > 0 0 a (j) om T 8 ffi F- Z< w , z LL -zwzVQ CL L5u:R W> ow Ow %mwsj�<0wwgt 0wx>_g<860D 0 t ml a T ,- g ow W> 2 p 2w0T6w::1zwi_<j9�@ 3: z F- Y 5 Q -i 6 w LL , ©tw�p0-ul<LLz� ulffiNt�g W <atc ;E n z LLJ 0 LLJ Z 0 * co wcr CL LLJ LLJ W Q Z Q)>• -(n 0 0 w<2 w HORIZONTAL: 1"=50' VERTICAL: 1"=2' 113.13' 100' VERTICAL CURVE 129.02' 129.02' ON CURVE I 1 -1 -,ON CURVE I ON CURVE w to 11000 It ul 11 F- LO 00 to to 0 pe)t a)N,,jjW pe) :� 0 ll,�_ n ,It 1�1 w cl*4 A'zi:1z "o 14- PON N 0 01) 1 0) r*- to 00 000000 7 m f�ei uj ffi . "k C14 F-: , Cq Cj cq m ffirl'i F c*4 clq f_: cli F_: m c� Ul rwi M r6 pe) LO _jw ul M ul to _iw LO LO ul to V)v) to uj -j M LOU-) -j to LO LO _j cr_ V) fle) re) _� V) tn _j LO Q_ LO 0 pe) Pe) - re) tf) NO (3 n 11 11 C:) uj c) 0 Z C:)Uj to 0 z 0�- c) 11 if a U -j 0 + 0 c� C) _j _j _j 0 C�00 co U- C� _1 60 U-) r,:< 0) 0 U- + 0 + 0-) LA_ Li- 0i C) 0F)(0 Lo V) 04 Z C-4 0 C-4 Z 0) 0 mow OUJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c ...... "'< q: 4C>LLJ - M .... !�� ...... 356 ................ ul ......... w ........ ..... .............. 00 + 1�_ Z(m 00 CN pe) U- `4t C-4 to©, .44-mor-+m+U- 00 to T-to194- C�00 C-4 0�0.00 C� C-4 cy) 04 q + (10 P.: u') ri c --,f; to + CD k(14 N 2000*3 _j.. . . .. . . . . TE1 + a) + [ij . . . . . . . . . . . . . . . . . . . . . . . . . +u_+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ' to to r_ r�, r�_ rl- - - - M04%4 00 00 �_j 0000 00 A T CENTERLINE INE ch M m _j as U- 00 0) .... .........U. - ..U. - U- U- .................................................................................... ............. ................... 354 0 ............. ........................................ ............................. 25 �F- TO. 3 0&%' -PO-25 4-0.24% R 0 W INZ PROFIL E +31% 111N +O.�2 +.O� ............ . . .......................................... I ......................................... ...................................... 352 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 CROSS -GUTTER - WEST FLOWLINE PROFILE (WINDERMERE STREET) 133.65' -1 1 134.16' I ON CURVE ON UVKVt 00 11 0 110 it c) 1,(zow -.4- 1-- IIw ul) 11 0 m 00 11 0 Q_ 11 F- %t 11 0 v- "I, cy) 04 11 Q: V_ w ` w 00 11000 CD r-- 11 tl_to 0 -0 00 cr) 00 to cq Ab- co -:�m 11R I Z* A, - -� 0 C� 04 - I , C�c� 1.4j�z C'4 C-5 u� C-5 r C-4 F-_ . C_lj,,: ��jp F- F_ (--� �-*,� C*4 �-! F--, rej clq �., c� V) UJ tc) 0: �-- to w LAJ �0 Lo U-) of LAJ In m L0 W V) wo: cr- m Lou-) W L0 Q:� 0:: Cr_ F- L0 06 ul ff)pe) 0 01-. _j o- PO + n o- W) to Ve) Lo fle) -C) uj - U.J Ci K) re) re) L) n -C,4 UR uj ro if if -b w 0 LLJ C14 _0 fill 0 a Z 0 UJ c)z 0 b K)C:> 0 to O -j _j_j 0, 0 0) U-) C> < C>_j 0) LO 0< 8u_j 0-j _J_j ou-) C�co 0 . fll- PO .0 u_u_ 6 (p K) -i 0i 0 U- lA_ 60) c� + 0) CD (m a; -q- 10 oi--� r< 0 _j 0i 0 01) CN V) r^ WCL N C3, N 04 0 to U- M U & Z 11-1 tl . . . . . . . . . . . . . . . 00 100:33' ON CURVE (BETWEEN DIFFERENT STA nONING)- • -CIEr r%l InWr A -AA r% A TA - A n^% Ir - ---:0.2570-. .................... 153+00 152+00 DRIVE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... . ....... +0.26% ........................................ I ....................................... . 352 86+00 -0.64% 7+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 EAST FLOWLINE PROFILE (WINDERMERE STREET) 3: _0 Li u- 0 z z n I Li C/) 0 0 n Lii Lli cr_ 0 CN z 0 0 CN E 0 E 0 UO r - C14 I-' a Ow.. . . �lt�,Ri . . . . . 1� - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OW . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . .. to Zo M CO vt + re� + to 00 U*)Cn co -d- T - v- to . -,t to to to C> c,4 cq .4. --t c6 Z-0 (D +. co to -4- C-4 - (0+ to 00 0+ LO 00 r- w r- C5 06 r,: 00 Co + OM to . . . . . . . . + LL 00co +03 . . . . PO _j . . + . . . . . . . . +u_ N PO + + vt + EXISTING' -CROUND 10ROFIZE . . . . . . . . . . . . . . mq-,t . . . . . . . . . . . . . . +!+: Lo to L.0_04 . .. . . . . . . . . . . . . . . + to 00 to 00 UL r_ 00 0000 0000 .0000 0000 AT CENTERLINE N cnm C14 m m C14 04 m m U - LO cn .............. ............. U -U- ........................................................ .......... ............... ... ... .............. .... 354 L '0 ....................... ........................ ...... -"0-2 2 ............... 11 - 0 R O#LhVf PRORLE +0.26% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... . ....... +0.26% ........................................ I ....................................... . 352 86+00 -0.64% 7+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 EAST FLOWLINE PROFILE (WINDERMERE STREET) 3: _0 Li u- 0 z z n I Li C/) 0 0 n Lii Lli cr_ 0 CN z 0 0 CN E 0 E 0 UO r - C14 I-' a DATE 12/30/2014 PA JOB No. 13-2750H OF 21 SHEETS uj I!_ 0 CL uj ry CL LL Lury Lu Lu z (9 z Lu ui i 0 w It CEI 3: (9 _j Z LL tii �-: ca LLJ LLJ DATE 12/30/2014 PA JOB No. 13-2750H OF 21 SHEETS LIN z 0 > wuj DATE 12/30/2014 PA JOB No. 13-2750H OF 21 SHEETS *16121 iz MWONW M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. [11 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) M 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') [51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F6_1 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) [11 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) F8_1 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) 91 PROPOSED 15"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) FIE CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) _j c):r 0 of-- < ILI Iow oi NM 04 %-11 Ict 0 Q ri to il il 00 + Q U-) TURoi i + 0FUE (o Lo rR,4C7. 724, cq Lo ([3 Y SEP -rE PLAMs) + 0) it I I fillI)POSED1 R /W & BACK OF WALK 11 2 Allittit. ci zwo (o 159+ 10 8 7 9 Fon M) CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION RADIUS (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS TANGENT BY OTHERS. 2313.00' ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 87.00' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. C3 INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W 82*35'45" ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS 1521.00' APPROVED BY CITY ENGINEER. 0*5831" <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW 599.11' ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS C6 APPROVED BY CITY ENGINEER. 10.00' kT9 3 not C)kj ARE DRIVE P ARK S1 I I- Z FI—IIII I _jx _j _jUj _j F ------- 0 Cd LJ ^ _j CL CL0 - o Ljj 00 o oz b LAJ w 0)(.0 O)o a o,)�-, r- 0 4 C-4 Ill z 0 cq rr) -0 0 OLO n C-4 co --: NIQ 1106 0),-, 0- 04 + n C-4 cj PrI A_j + + + + l U- ''lco n K) pill n �o V. - co (o corn 10 Lill _j 1--_ _j % ILL. IL z4w 00400 Iff'I m m 161+88 91 CL INT. I // (LS no O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT AEVISIONS APPR ED BY: PROPOSED R�W & BACK OF WALK i AMS WWI zM101-i -7745 -TR NO Ng III N\ 11 \&. CURVE TABLE m CURVE RADIUS LENGTH DELTA TANGENT C1 2313.00' 491.29' • 246.57' C2 87.00' 132.45' 8713'50" 82.89' C3 89.00' 128.30' 82*35'45" • C4 1521.00' 25.89' 0*5831" 12.95' C5 1513.00' 599.11' 22*41'16" 303.53' kT9 3 not C)kj ARE DRIVE P ARK S1 I I- Z FI—IIII I _jx _j _jUj _j F ------- 0 Cd LJ ^ _j CL CL0 - o Ljj 00 o oz b LAJ w 0)(.0 O)o a o,)�-, r- 0 4 C-4 Ill z 0 cq rr) -0 0 OLO n C-4 co --: NIQ 1106 0),-, 0- 04 + n C-4 cj PrI A_j + + + + l U- ''lco n K) pill n �o V. - co (o corn 10 Lill _j 1--_ _j % ILL. IL z4w 00400 Iff'I m m 161+88 91 CL INT. I // (LS no O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT AEVISIONS APPR ED BY: PROPOSED R�W & BACK OF WALK i AMS WWI zM101-i -7745 -TR NO Ng III N\ 11 \&. BEA 3 131§ C7 IN koo NO 10 fill ove C9 x U2_ tAJ m F- 00 < Pill -H doo dop 9 top 7 C:) CN - Lc) 8 00 000 C)6 + 4 Lo 0 + C) rIII'l _j 001_: v- Lill fk + C-) w0rn LU o Z M 0., LU 6cn wwwwwwww.z:tur-w LU 11�- --j h 6 'n I- ll - ;2� 0- < z 0 P w=160-6ffiw=2 w zw >; co cill o :-5 Lu Ixo— <Z uj uj ,.0 L z cn u- 0 CcCL0o©woz�z zitcm0 L z- Lau u- IS zo >_ w (6 Luuj Yw- 21 0 zz cLazc6mzo 0 OZ03:w 9 S 0 - o -, o b- 0 w Z Lu c Zu � co 0 1) rr L M lub x,o02ooz zo z !�P_w wo § z< § C,` o 2 1 o z Q * Ww N 9 2 zwqwow<>-oo Ix 0 25 10 m til CWL i5 g ow w z a 20wwwtw w 8 z 0 RE zz cML FX-: < L(s 8 cz) oz) om <T8ffii�z,w(,<gwu- 2 LL z z 0 z- a LU < uj ui 10 Lu a 0 UjU_ % LL_ m > wsj�<8wv5go cwm>_6<860D w w >w z _j LL < 0 Izo :;z owwpwmwww=w UJ < o Ujj , 2 @ 0 z !; � _53 fu u- > w Ln > >: �_ I 0 M ll , W 0 21) E uj M Lu 0 0 Z::R z c) < Lu Ill m ui 0 Lu ix 0 Lu Il-_ a CL iE 0 0 w CURVE TABLE m CURVE RADIUS LENGTH DELTA TANGENT C1 2313.00' 491.29' 12*1012" 246.57' C2 87.00' 132.45' 8713'50" 82.89' C3 89.00' 128.30' 82*35'45" 78.18' C4 1521.00' 25.89' 0*5831" 12.95' C5 1513.00' 599.11' 22*41'16" 303.53' C6 1521.00' 10.00' 0"22'36" 5.00' C7 25.00' 39.52' 90*3431" 25.25' C8 25.00' 39.96' 91*35'01" 25.70' C9 1591.64' 270.26' 9"43'44" 135.45' C10 1579.00' 448.23' 16*1553" 225.63' cil 89.00' 119.72' 77*04'18" 70.88' C12 89.00' 122.58' 78"54'42" 73.25' C13 2379.00' 605.35' 14*3445" 304.32' C14 2350.00' 696.68' 16*59'09" 350.91' C15 1550.00' 808.57' 29*53'20" 413.71' C16 1550.00' 54.05' 01 "5953" 27.03' BEA 3 131§ C7 IN koo NO 10 fill ove C9 x U2_ tAJ m F- 00 < Pill -H doo dop 9 top 7 C:) CN - Lc) 8 00 000 C)6 + 4 Lo 0 + C) rIII'l _j 001_: v- Lill fk + C-) w0rn LU o Z M 0., LU 6cn wwwwwwww.z:tur-w LU 11�- --j h 6 'n I- ll - ;2� 0- < z 0 P w=160-6ffiw=2 w zw >; co cill o :-5 Lu Ixo— <Z uj uj ,.0 L z cn u- 0 CcCL0o©woz�z zitcm0 L z- Lau u- IS zo >_ w (6 Luuj Yw- 21 0 zz cLazc6mzo 0 OZ03:w 9 S 0 - o -, o b- 0 w Z Lu c Zu � co 0 1) rr L M lub x,o02ooz zo z !�P_w wo § z< § C,` o 2 1 o z Q * Ww N 9 2 zwqwow<>-oo Ix 0 25 10 m til CWL i5 g ow w z a 20wwwtw w 8 z 0 RE zz cML FX-: < L(s 8 cz) oz) om <T8ffii�z,w(,<gwu- 2 LL z z 0 z- a LU < uj ui 10 Lu a 0 UjU_ % LL_ m > wsj�<8wv5go cwm>_6<860D w w >w z _j LL < 0 Izo :;z owwpwmwww=w UJ < o Ujj , 2 @ 0 z !; � _53 fu u- > w Ln > >: �_ I 0 M ll , W 0 21) E uj M Lu 0 0 Z::R z c) < Lu Ill m ui 0 Lu ix 0 Lu Il-_ a CL iE 0 0 w 11 m m z I 2 co LL g 019 6i < co U4 > w 1 FL 0 K INE PRORL F - U�z ut J Lill ..j C) LLJ b to 351 -0*255�o 11�0 to 0 C-4 + E OC) C-4 to re) 1`6 Cn I" u? C) pej ccs co L0 + + + _j 0) LL - Lo + + 0) w co M n toto c 157+00 158+00 159+00 40* V_ _j LL_ 164+00 165+00 166+00 167+00 168+00 _j 171+00 p BEA 3 131§ C7 IN koo NO 10 fill ove C9 x U2_ tAJ m F- 00 < Pill -H doo dop 9 top 7 C:) CN - Lc) 8 00 000 C)6 + 4 Lo 0 + C) rIII'l _j 001_: v- Lill fk + C-) w0rn LU o Z M 0., LU 6cn wwwwwwww.z:tur-w LU 11�- --j h 6 'n I- ll - ;2� 0- < z 0 P w=160-6ffiw=2 w zw >; co cill o :-5 Lu Ixo— <Z uj uj ,.0 L z cn u- 0 CcCL0o©woz�z zitcm0 L z- Lau u- IS zo >_ w (6 Luuj Yw- 21 0 zz cLazc6mzo 0 OZ03:w 9 S 0 - o -, o b- 0 w Z Lu c Zu � co 0 1) rr L M lub x,o02ooz zo z !�P_w wo § z< § C,` o 2 1 o z Q * Ww N 9 2 zwqwow<>-oo Ix 0 25 10 m til CWL i5 g ow w z a 20wwwtw w 8 z 0 RE zz cML FX-: < L(s 8 cz) oz) om <T8ffii�z,w(,<gwu- 2 LL z z 0 z- a LU < uj ui 10 Lu a 0 UjU_ % LL_ m > wsj�<8wv5go cwm>_6<860D w w >w z _j LL < 0 Izo :;z owwpwmwww=w UJ < o Ujj , 2 @ 0 z !; � _53 fu u- > w Ln > >: �_ I 0 M ll , W 0 21) E uj M Lu 0 0 Z::R z c) < Lu Ill m ui 0 Lu ix 0 Lu Il-_ a CL iE 0 0 w lit. a) CD till 40p ow am* . + If cm iRACT 72415 (LS) am am v fill co n I (o _j E p I (13Y A SEPAPT Niffill "o emwmmmw tommmom", % (LS) LANS) ZD1 PWAsE 4 1 C -T 7 % Z o 40 F- 4110 cr_ se pp P A1. < p 00 flill a - 44Z 0 0 - I 0 11 �F_: , 11 F- uj Z I- 000 Lu C> Lo n C-4 xuj I LAM _j < 0 0 Lo Co 04 00 z C> Lo 00 m T- < 0) 0 z + + cr- cq 9 > 0 CID It yi 4m C14 V- W cr- 0017E IMSTALL W31(CA) \A/Irw oM4-3 00) . CIII C) UJ + to Lo __j C4 _j CL Lo ® _j + V_ U-) to 00 F�,IAS& 5OW-Y OF TrACr IF 40�)ACEsjr F'oWlill lIs mC._.)T- HORIZONTAL: 1'*%=50' o) + %- co cr) IN 011I "- w C01JSTMQCTr0 AT' 'SAME ir-lMf_ fZeotI: 5ALVAC,1r 10 '1 _ S I 1.0 _j .4.0 '7T C5 + 1:: + ii I I VERTICAL: 1"i V- U- +co ul) 0 fco lo Lo 000 11 1 1 .0 CAD (o CN - 00 & 3c: -ItO e)F AQjAcr,4r pLj.A•l w u +V- +V- P6 Tto I It 1 1714 (0ms1 C co -i 0 V- I 0) co + + to C" 04 U- to _j PARK SQUARE"'D IVE +w (o to mz= INSEE to SHEET 8 �'_j to _U -j U- 3: NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION Limal 0 IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY m v ENGINEER IF THERE ARE ANY DISCREPANCIES. OOOOP < + #10% P* -.- IF m Lo CONSTRUCT I. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 39.52' 39.96' ow%loo COMPACTED TO 95% MAX. DENSITY ON CURVE ON CURVE UL vj 1 CN con {{wa- w Cin, 0 11w 14- 11 >ill TI=6.0 R=48 1`0 1`0 x: 0 IN 0 014 ,o 0 z F_: ui r- ~-1 -_ rei ffj F-: M W pli M vi 132.45' 128.30' jw Lo Lo Lo Lo _j 'i Lo _j to 0 -00 Lo LU CL ON CURVE re) n 0) -co ro ON CURVE 0 Li III co 0 z of 0 Lo 04 F,< ,!I U CIII 0"�11�_ to It C14LO 11 w to _ct II r`_ _j Lo C*4 V- C14 Lo to 17 V7 V7 17 10IJ oi n F-: Z! V_ I- V- j_: m V.-: w oll m CJ I-- V-- C3 Ii n 0 C-4 z _j Lo _j 04 V) _j W_.! Lo _j Lu Lo _j M Lo un _j Lo V) _j vi uj un un C� In i) - --1 - npn U-) n _j n Q - 0 P.0 Pr) to (o Q Z Z C) 00 04 n Lo C4 + Q0 a Lo 'r " 11 -if -0 _0 z uj 0000 CD 1-- 00 C) 0 0 _j -J _j 0 111 _j C11 q to n li m . II C! _j u- U- . < C! _1 top Cofl pill to -00 0i < oi + 0)- < of d U- Lf ; r-- m(o 0)(-) MNIIIII rI 0 to- Co Lo rt., V_ C-4:2 N r- wo q + 40 n z N wo- c% . . . . . . . . . . . . . . . . . . . . . Z�8 . . ... --I - "I 4-1,v15.1TING (�ROU + + ++ + +p, 355.. qq, * * * * * * * * * , I I * * * I * * I * I * I I * * I * . . . 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U %. . . 0 .- 353 z< n v SEE NOTE "A$; ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -Q-25% OESIGA FL 0 K IN - PRORL uj III- ry o CL uj w0 u- U. (i LLJ w 0 Z Lu 1-- lo w n RE z I 2 co LL g 019 6i < co U4 > w 1 lit. a) CD till 40p ow am* . + If cm iRACT 72415 (LS) am am v fill co n I (o _j E p I (13Y A SEPAPT Niffill "o emwmmmw tommmom", % (LS) LANS) ZD1 PWAsE 4 1 C -T 7 % Z o 40 F- 4110 cr_ se pp P A1. < p 00 flill a - 44Z 0 0 - I 0 11 �F_: , 11 F- uj Z I- 000 Lu C> Lo n C-4 xuj I LAM _j < 0 0 Lo Co 04 00 z C> Lo 00 m T- < 0) 0 z + + cr- cq 9 > 0 CID It yi 4m C14 V- W cr- 0017E IMSTALL W31(CA) \A/Irw oM4-3 00) . CIII C) UJ + to Lo __j C4 _j CL Lo ® _j + V_ U-) to 00 F�,IAS& 5OW-Y OF TrACr IF 40�)ACEsjr F'oWlill lIs mC._.)T- HORIZONTAL: 1'*%=50' o) + %- co cr) IN 011I "- w C01JSTMQCTr0 AT' 'SAME ir-lMf_ fZeotI: 5ALVAC,1r 10 '1 _ S I 1.0 _j .4.0 '7T C5 + 1:: + ii I I VERTICAL: 1"i V- U- +co ul) 0 fco lo Lo 000 11 1 1 .0 CAD (o CN - 00 & 3c: -ItO e)F AQjAcr,4r pLj.A•l w u +V- +V- P6 Tto I It 1 1714 (0ms1 C co -i 0 V- I 0) co + + to C" 04 U- to _j PARK SQUARE"'D IVE +w (o to mz= INSEE to SHEET 8 �'_j to _U -j U- 3: NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION Limal 0 IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY m v ENGINEER IF THERE ARE ANY DISCREPANCIES. OOOOP < + #10% P* -.- IF m Lo CONSTRUCT I. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 39.52' 39.96' ow%loo COMPACTED TO 95% MAX. DENSITY ON CURVE ON CURVE UL vj 1 CN con {{wa- w Cin, 0 11w 14- 11 >ill TI=6.0 R=48 1`0 1`0 x: 0 IN 0 014 ,o 0 z F_: ui r- ~-1 -_ rei ffj F-: M W pli M vi 132.45' 128.30' jw Lo Lo Lo Lo _j 'i Lo _j to 0 -00 Lo LU CL ON CURVE re) n 0) -co ro ON CURVE 0 Li III co 0 z of 0 Lo 04 F,< ,!I U CIII 0"�11�_ to It C14LO 11 w to _ct II r`_ _j Lo C*4 V- C14 Lo to 17 V7 V7 17 10IJ oi n F-: Z! V_ I- V- j_: m V.-: w oll m CJ I-- V-- C3 Ii n 0 C-4 z _j Lo _j 04 V) _j W_.! Lo _j Lu Lo _j M Lo un _j Lo V) _j vi uj un un C� In i) - --1 - npn U-) n _j n Q - 0 P.0 Pr) to (o Q Z Z C) 00 04 n Lo C4 + Q0 a Lo 'r " 11 -if -0 _0 z uj 0000 CD 1-- 00 C) 0 0 _j -J _j 0 111 _j C11 q to n li m . II C! _j u- U- . < C! _1 top Cofl pill to -00 0i < oi + 0)- < of d U- Lf ; r-- m(o 0)(-) MNIIIII rI 0 to- Co Lo rt., V_ C-4:2 N r- wo q + 40 n z N wo- c% . . . . . . . . . . . . . . . . . . . . . Z�8 . . ... --I - "I 4-1,v15.1TING (�ROU + + ++ + +p, 355.. qq, * * * * * * * * * , I I * * * I * * I * I * I I * * I * . . . 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COCO co V-- - 00 Z 0 0 04 m + a® 00 CN V_ A T CEN TERZ INE _�o co 0 i 7 0 U-) P2 V_ V_ T- _:j 0 IN 0 u) _1+ - EWS 17NO R, 0 K ................................................... ... 355 to 04,l IN + Cc u - pill n .4-0 too C14 + 00 _j to _I: (0 Cq C -q po I- u- U- PROFILE . . . .+w . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + il . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + V:- r (o Lr) 0). 0 C:). 0 1 . 0 . rilli n K) Pill z Lo un co co to _j (o to (o (ot!7 to < V_ V- u_ (o U- V- V_ V_ _tLI 0.23- 35 . 3. . . . . . . . ..................................................u. . . . . . . . . . . . . . . . . . . . . . U %. . . 0 .- 353 z< n v SEE NOTE "A$; ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -Q-25% OESIGA FL 0 K IN - PRORL vi :vr-bi 01 FL 0 K INE PRORL F - U�z ut 0 0 351 -0*255�o 351 c1\j ............... I .................................. .... ...... ... -0--57, - '+G.24% .......... ........... .... 10. 25,7o* .3 .................................................................................................... ............................ 157+00 158+00 159+00 If 160+00 161+00 162+00 163+0 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 p 122.58' NORTH FLOWLINE PROFILE All 40 m _.3 w ON CURVE I 119.72t 01) n cr_ C-4 I re) w U-) z It w r- ®z It U lwo 11 F--: 00 111 - Lo 11 00 CII Q:: r_ po- -7 plo. . . '1 'I"I %_ 0 000 I ON CURVE 0 m '-.0 - <-) to bo,-: rei Pill 00 !- cf) C-4 Cr U-) cr_ C-4 LO Lo n ww V_ ww V- V -C:) to w cri Lo Lo Lo _j III,- po ro rl V_ to m 1100 :ll co cr U') Lo "I CN F: CL _11- Lo + Po to 0 0 - CIO 6 -C:)Oo T- 00 to 8z 0 z 10 b 1: J_j n to to V_ Q' £} Lo cd to + (3 to to Lo b On to < + C" CD to (:" --i U_ L12 - ill 0 0)+ c� _j _j ._j U -LL- V- n mo CDO . 0') 00 _j Lo N Ll 355 ...°'._... . . . . . . . . . . . co . . . 04 0::Q- . . . . . . . .% ow to . . . . . . . . . . . ZQ . . . . . . . . . . m rI . . . . . . . . . . . . . N . . . . . . . IN WQ U . . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r- . , 0). .0) 00 . . . . . . . . 111 . . . .355 - - o0c) IN A .04- 0+ Lci z:, 0") Co r,� z Q A T CENTERLINE + . 0 + II - 01- :X/STING - OKI �L Nf z < L0 in. + to 0 +(D LA- to 0 00 T7� + IN C.4 _j U - V--/0 PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0) . . . . . . co Zj + ,coo. . . .. . . . . . . . . . . . . V_ _j V -u- U- . . . . . . . . . . . . . . . . . . . . . . . (o . . . . . . . . . . . . f1r) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L4-. . . . . . . CD 0 Lo V- L0 to + _j V_ (714 to Lill-*.10ll * .Lit - DATE 12/30/2014 353 * ............................................... ................. . . ................................................................................................................................. ........ ............................. 353 0.33%SEE NOTE A" ABOVE PA JOB No. 13-2750H . . .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEET `0-2579 PROFILE 0 Dt�70# ROKINE eRORIE_1 0. sr7 37o R OKIK --I + 0701" - - - - I n 351 ......................................................... :0..25?,* . . . . . . . . 1 .1. 6 Er . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 0: 70 - - - +0.237o . . . . . . 1�2 5 % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 1 f4( 165+00 166+00 167+00 168+00 169+00 170+00 171+00 o T 22. S 0% U TH FLOWLINE PROTILE OF 21 SHEETS vi "2 :i All 01) z 0 LLJ to Lill-*.10ll * .Lit - DATE 12/30/2014 353 * ............................................... ................. . . ................................................................................................................................. ........ ............................. 353 0.33%SEE NOTE A" ABOVE PA JOB No. 13-2750H . . .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEET `0-2579 PROFILE 0 Dt�70# ROKINE eRORIE_1 0. sr7 37o R OKIK --I + 0701" - - - - I n 351 ......................................................... :0..25?,* . . . . . . . . 1 .1. 6 Er . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 0: 70 - - - +0.237o . . . . . . 1�2 5 % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 1 f4( 165+00 166+00 167+00 168+00 169+00 170+00 171+00 o T 22. S 0% U TH FLOWLINE PROTILE OF 21 SHEETS X01541 -1-Z-11 U) CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. ai CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 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') F_5� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ED PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) ED PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) rfl PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) M9 PROPOSED 6 $$ x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) ffm CONSTRUCT TYPE `M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) M T1102 E M FlM CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -0- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE (D SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 110 i2 'llwo 11 C-4 0 11 cy- 1100 �Q� 11 1- ,1 1- 'll'oCK llG1;"ll F- "ll I— � z t�g -,o F F J cr_ 00 2 z w uj co _j _j _j _j _j Gi J __j U -i _j uj _j w ui 0 V_ C6 w 0 0 _j 04 cq _j uj CL - M " 0) w MCL CD -0,7 (.0 or-: -0(30 0 . 0 - 0(3 0 Oz Oz Qz Oz C) z Ol'- C) 001) 0"4- 0 0< 0< 0 to . I- w . . V4- + 0� O< C�< 0,0 1:� < C! < A oi 0) ) oi 0 C Cha00on ��+ co,4i cd 03 1-- re. M 0) 0)+ 0) rl-- r_ 01 C14 0 C,-) C14 N C14 + CN 1.- 04 CNJ to n C14 Lo O� 0+ Lo LL_ 00 00 -j o im - 0 0 oo)- O'q C:) 1' 0 n to 0 0 j 0 F) 0 n Lj_ a)o; 0 0) _j 0) _j M4 0 co M Lo to Lo _j U-) E Lo U10 O� + U- + r0) + po 0 14- Lo + to ILO 0) r,0) 04 T_ r- + U- rl-_ + oo n 00 00 00 0) 00 00 r. co + + ob ,� + + + 0) + I'- + + + + + + 00 r- 3: 03 0) 0) r,- 3r 0) _j 0) _j r- --j r- %_ V_ _j r- _j rl- LL_ 1`_ U- 00 u- 00 LL- 00 00 00 u- 00 U- U- (L/S) V2 TEMPORARY SUMP SUMP BOTTOM = 351.6 SUMP HIGH WATER = 353.1 VOLUME PROVIDED = 0.14 AC -FT VOLUME REQD = 0.06 AC -FT �® do + z uj > Lo 04 0, 0 -C) -o" Of 0 .M CD C6 + (N 00 -0c) p 00 d c> tAj M 0) + co _j 14)00+ Lo(6L0 + r- ONDERER SOUTH)- VA Ion 04 C9 C8 mmommm WON= I" (L/S) 51393 C" -------------- 0, oo ow gamos"aga" M- a" am amaggagamam am, dw gamma as am com, am goommummus am =0 mwmwmxw am am I am am oft samog demo too ff ll (L/S) If F M I- Z w w cr_ z ry 04 _0 LLJ 0 Q_ LJ0 LLJ 0 oi CN 00 C-4 0 u -j (o 04 00 r- 4, 4M Lo co r- CD Lo 4+0 (o 00 00 Lr) M Lo + + 00 r- U- r- 00 U- r- LL- 3t NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS A 34" HIGH PRESSURE GAS MAIN. CONTACT PG&E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. an 84 S49 -Tl 26"W + =4 do ammsmm=mo am 4WD 4mmmmmmo am awamm=mw me 400 dammmn==M wo am cammommam Sam, am so 010 2 FUTURE TRACT 7206 (BY SEPARATE PLANS) (L/S) 51391- > so am lommmmwx=m am am am am grAmmmmomp am am qmxwmmmm go do amme�m 4= To mm am Tin WINDERMERE STRFr-T SEE SHEET 5a""i 1 A F F A I W, r -A (L/S) 6+53. MDER SOUTH go "Mi CAMPUS PARK DRI SEE SHEET 5 (L/S) u CURVE F Lj _j _j _j F JJ 0 C) Oz < Q z V0 Lo cq ul C-4 00 co cq r'-'ui 000 6 + w n 6+ F. to + co + co n. -i Co L_ to _j 00 U - FUTURE PARK SITE 12 (BY SEPARATE PLANS) 91 _ M Raw call, 40011 qmmmmmommm am .F- - 400, ...... qp- - 4= am 4 0 dougxsvmmmm an 84 S49 -Tl 26"W + =4 do ammsmm=mo am 4WD 4mmmmmmo am awamm=mw me 400 dammmn==M wo am cammommam Sam, am so 010 2 FUTURE TRACT 7206 (BY SEPARATE PLANS) (L/S) 51391- > so am lommmmwx=m am am am am grAmmmmomp am am qmxwmmmm go do amme�m 4= To mm am Tin WINDERMERE STRFr-T SEE SHEET 5a""i 1 A F F A I W, r -A (L/S) 6+53. MDER SOUTH go "Mi CAMPUS PARK DRI SEE SHEET 5 (L/S) u AEVISIONS APPROVED BY: J 0 FREDK PORTER, R.C.E. NO. 33448. R.C.E. NO. 67007,." Lo _j r_ U- CONSTRUCT IN. 0.30' TYPE "A" A.C. PAVING OVER IN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 114.16' 7.85' 7.85' TI= 6.0 R=48 7.85' 7.85 113.13' ON ON ON ON ON CURVE CURVE CURVE I I CURVE CURVE ON CURVE 11X0•- car. ff0vt 0 CL 11 0 Lo 11 CN Oro 11 ry " r- r- 11 x (14 11 n ore) 11 1- fle) 11 Z co I 04,11,�Q- L0,11'rX 00 LO II.,X (0 tt '11"O�- 0 0 '11,Fo- r- 11 x cp x 00 to -.,w u� tqro,-� U-) 1.0 0 Ao -� Lo n Ao- 0) M m 0 V7 _ 0 _ _ 0 _ _ _ _ -) to HORIZONTAL: 1"=50' ui� tr) V) 0 co u 0 C14 [--z M OC) vjpj F-: Cn pej twi raj F-: U-1 tri F-: rej F4 pej t--: M pj 4 J--: U-1 4 F-: 4 F-: ui C4 F: n re) _j uj U-) _j jx r- _j _j . 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U- . + 2.)% /0 % .0-25%. -+0.25F- -0-207o -=0® +0.89% -0.64%-- -0.2570 FU 7 URE FL 0 9 /#F PRF t" 3 5'3\. +0.42% ............... ........... ��-57,7* . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . +0.25%. . . . R 0 ff- INE PRORL F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . 353 ............. . TEMPORARY SUMP *SUMP 'BOTTCFM=351*.6 / EXISTING GROUND PROFILE ...............TdNTRLlkE ....................... 351 .................... ....... ...... ........... ....... ....... ....... .... .. ....... 351 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 (D 85+ 00 86+00 WEST FLOWLINE PROFILE 113.13' ON CURVE V) C4 11 x M (o 0 CL (o x0) O�- T- --,o to 11 I L,(o C -D j-1400:� 0) Aow (o Lon to Fz I-: Z vi F4 M CL 0- F n rei rei M "i Lij c� x 00 L-Lj a) C14 ul X Lo xxm W 00 Lo ry V) Lo n cr_ 00 fle) C114 %_ V.) 0 r- V)v) 0 V) to V7 to M ui 0 11 pej bui ffi r, LSU -00 to n c%! (IR r__ If 11 14 Lo a 00 Lo ® 00 Lo (0 00 co Cq 0 oi 00 r-: " 0 W -to to .01) Lo - ul n + 0;-j U-11 n A 0+ 0)00 NU _j xa_ u - M o w 00 0 00 14- (o Ir- + 00 (3) z 0 Lo 3oo .......................... re). z ... a) -:J, ...... t. -Li ....... w -j ....... cow ....... V,u .......... M4 ................................... ................ ......................... r��_j ................................ 355 4 (6 U- . - U- Ci U, 6 5 V_ 4 Lo ul w 0. co to + Lo w --b C.0 o 00 r .. . . . . . rl� . . . . . . . . f.l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . U- +0.26% 0. 21 �o' • +0.26% -.:7ro-507.- . . . . . . . . . . . . . . . gg� -dl.- 353 fZ17UkFR0W*.1Nl-PR0FXC- .267o. -0-21% .25% 353 .41% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . ROFIL f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FL 00f INt TEMPORARY SUMP SUMP BOTTOM -351.6 -EXISTING A T �GYRNOtUNkVZ�NP�R07Zi . . . . . . . . . . . .... . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 ........ ....... ........ ....... ......... .............................. ............................................................... .............................. 351 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 EAST FLOWLINE PROFILE M� 0 wU- U. U- 0 r-) 0 Lcjj lz_ Z IWL L U L U otu % w Lu") Z, rL -<j z b P i- oz oa- Lu I < z 10- Mw =0 z ot- z 0;� 6xwT3x:_iFDx2zM H8wl6owow§;� ui coiE , of X rz - < 4i 'S 6 Z'o- 0 w rL 0 0 p w 9 T) ou] zo F- a z x C3,:` oz zo< C>,- RE C6 L1U u, 8 LC)Iz z (j) co 0 0 Z Z 0 00- U05 z a o z;5w LU uj > o 12) T co x W W a 0 X W F- 9xFqF- , f_ 2 Z z28op% LL go§<3:Mp2Lo--<j c, z ow cl cLfL)i L4 0 z z -0 OLU<F-08 0 'cxL zz FaE F=- u -, >oz< < " 0 zw 'o o LL < 2--KMwi�:tzz2wzwu j3 K C) Lij F- uj < uj > 0 LOU cu:ll L) ui u: g�j u - I <__ uc-J) lzo z w ul Z, w w, o 0 CL < c6 W Lu C-) > < Op 6 uw- c*©ouL>LJ<LLzoWWXWW > >: 8 LIE Z > 0 =w' 0 M (1) 0 CD 1=4) 29 wz Lu rn Lu 0 Lu Z _5 CD < w _j -.5 W C.) ; COL Uj W W Z 05 W x = T w F- 4- 0 CL t--0 0 0 w CURVE TABLE MMISON lu--amim 12 �sulrz L 0 CL w w z ��1 #0 Z uj z Lu co > LIU 41 W 1% 0 a_ FLL- 9 0 w < CL z AEVISIONS APPROVED BY: J 0 FREDK PORTER, R.C.E. NO. 33448. R.C.E. NO. 67007,." Lo _j r_ U- CONSTRUCT IN. 0.30' TYPE "A" A.C. PAVING OVER IN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 114.16' 7.85' 7.85' TI= 6.0 R=48 7.85' 7.85 113.13' ON ON ON ON ON CURVE CURVE CURVE I I CURVE CURVE ON CURVE 11X0•- car. ff0vt 0 CL 11 0 Lo 11 CN Oro 11 ry " r- r- 11 x (14 11 n ore) 11 1- fle) 11 Z co I 04,11,�Q- L0,11'rX 00 LO II.,X (0 tt '11"O�- 0 0 '11,Fo- r- 11 x cp x 00 to -.,w u� tqro,-� U-) 1.0 0 Ao -� Lo n Ao- 0) M m 0 V7 _ 0 _ _ 0 _ _ _ _ -) to HORIZONTAL: 1"=50' ui� tr) V) 0 co u 0 C14 [--z M OC) vjpj F-: Cn pej twi raj F-: U-1 tri F-: rej F4 pej t--: M pj 4 J--: U-1 4 F-: 4 F-: ui C4 F: n re) _j uj U-) _j jx r- _j _j . U -)U-) _j U-) Lo Lo _j U-) _j lo -juj V) --juj _j W U.) __j uj U-) _j 1.0 Lo _j Lo _j W V) _j uj W Lo U -j VER11CAL: 1"=2" 0) coIt 00 po o(o V_ J® 06 _j _j V) __j _j c`4 __j _j L'o _j -J 0 Lo ul n CR 0 to po n n nn- 0 n to to C'4 po ro ro- 0 to 0 n n 0 to 00 vi -0 r,: - - -0 V-: -C) 0) to 0 0 K5 0 cq a 001111 0 - 0 -0 (3 0 z 0 z 0 z Hca 0. 0 c� U-5 v- r4,) c� Lo 0 0 0,14- 0 0 0 z z z z _j _j 0 0) C! < . < 0 0 0 to o 10 ro - + M_j u_u_ 0io 14- u- u- 0; 114- .00 .< .< .< .< *to X 0)(0 0) 0)00 01) oi -j r_ 0) M+ 0 M 0-j+ 0) r*,- r- 0) 01) rn + M C14 C*q 0 04 ui C14 cq VI) n V) L0 cr- a- u-' IC �V_ ci '1�0 ouj ouj 0) C) + 00 Oo) zo 0 0 Q 0 zo 04 0 0 C.0 0 0 0%- C:> cq 00 cq Lo 00 Z __j --.00 u- M . 0) _j ol) 0-) CD r, U-) CN U-) to 0 _j to uloj in C> U") (o Ln 00 1�_ _j do C�u_ ou- oi cn oi U- O� + 4+ U- U- . + ui + C�u_ CS4 0) 4u- 4 U-) 14- d+ C5 + C3 ul Loir- C3 + C5 + co M r__ 0) C,4 to "t fl- 0000 0, Lo M + 0 14" u-) + (.0 M Cq +m + + + + +00 + + + + + + 00 + 00 + + + + 00 + 00 + 00 + 1.0 00 U- 00 00 r- M M cn 0) 0) _j V_ _j t-- _j V_ v- v- _j to _j n _j .4- r-,. to rl� r- U- r., U- 00 U. 00 00 00 00 U- _uj 00 U- 00 u- 00 U- ........... ...................................... ...... ....... ... ........................ . ............ .. ........................ 355 355 ...................... .................. ... + Lo _j +0.64%- r-0.64% ......................... ....................... . ......... . .. .......... .... - ------------------ ...................... U- . + 2.)% /0 % .0-25%. -+0.25F- -0-207o -=0® +0.89% -0.64%-- -0.2570 FU 7 URE FL 0 9 /#F PRF t" 3 5'3\. +0.42% ............... ........... ��-57,7* . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . +0.25%. . . . R 0 ff- INE PRORL F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . 353 ............. . TEMPORARY SUMP *SUMP 'BOTTCFM=351*.6 / EXISTING GROUND PROFILE ...............TdNTRLlkE ....................... 351 .................... ....... ...... ........... ....... ....... ....... .... .. ....... 351 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 (D 85+ 00 86+00 WEST FLOWLINE PROFILE 113.13' ON CURVE V) C4 11 x M (o 0 CL (o x0) O�- T- --,o to 11 I L,(o C -D j-1400:� 0) Aow (o Lon to Fz I-: Z vi F4 M CL 0- F n rei rei M "i Lij c� x 00 L-Lj a) C14 ul X Lo xxm W 00 Lo ry V) Lo n cr_ 00 fle) C114 %_ V.) 0 r- V)v) 0 V) to V7 to M ui 0 11 pej bui ffi r, LSU -00 to n c%! (IR r__ If 11 14 Lo a 00 Lo ® 00 Lo (0 00 co Cq 0 oi 00 r-: " 0 W -to to .01) Lo - ul n + 0;-j U-11 n A 0+ 0)00 NU _j xa_ u - M o w 00 0 00 14- (o Ir- + 00 (3) z 0 Lo 3oo .......................... re). z ... a) -:J, ...... t. -Li ....... w -j ....... cow ....... V,u .......... M4 ................................... ................ ......................... r��_j ................................ 355 4 (6 U- . - U- Ci U, 6 5 V_ 4 Lo ul w 0. co to + Lo w --b C.0 o 00 r .. . . . . . rl� . . . . . . . . f.l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . U- +0.26% 0. 21 �o' • +0.26% -.:7ro-507.- . . . . . . . . . . . . . . . gg� -dl.- 353 fZ17UkFR0W*.1Nl-PR0FXC- .267o. -0-21% .25% 353 .41% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . ROFIL f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FL 00f INt TEMPORARY SUMP SUMP BOTTOM -351.6 -EXISTING A T �GYRNOtUNkVZ�NP�R07Zi . . . . . . . . . . . .... . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 ........ ....... ........ ....... ......... .............................. ............................................................... .............................. 351 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 EAST FLOWLINE PROFILE M� 0 wU- U. U- 0 r-) 0 Lcjj lz_ Z IWL L U L U otu % w Lu") Z, rL -<j z b P i- oz oa- Lu I < z 10- Mw =0 z ot- z 0;� 6xwT3x:_iFDx2zM H8wl6owow§;� ui coiE , of X rz - < 4i 'S 6 Z'o- 0 w rL 0 0 p w 9 T) ou] zo F- a z x C3,:` oz zo< C>,- RE C6 L1U u, 8 LC)Iz z (j) co 0 0 Z Z 0 00- U05 z a o z;5w LU uj > o 12) T co x W W a 0 X W F- 9xFqF- , f_ 2 Z z28op% LL go§<3:Mp2Lo--<j c, z ow cl cLfL)i L4 0 z z -0 OLU<F-08 0 'cxL zz FaE F=- u -, >oz< < " 0 zw 'o o LL < 2--KMwi�:tzz2wzwu j3 K C) Lij F- uj < uj > 0 LOU cu:ll L) ui u: g�j u - I <__ uc-J) lzo z w ul Z, w w, o 0 CL < c6 W Lu C-) > < Op 6 uw- c*©ouL>LJ<LLzoWWXWW > >: 8 LIE Z > 0 =w' 0 M (1) 0 CD 1=4) 29 wz Lu rn Lu 0 Lu Z _5 CD < w _j -.5 W C.) ; COL Uj W W Z 05 W x = T w F- 4- 0 CL t--0 0 0 w c) LL Ago" 0 L1J 0 C:) IMIMIMMMMM + CIO w 00 1011001100 v w 0 Lo + Lo z LL Ao% 0� 0 W LL LLJ uj C) Fmmaa z U) cy) NAUMANN LJJ -J LL_ 0 ry ULJ r) rvoo a z LAM z n i 0 (j) 0 0 CN n / V) F__ L.Li w ry V) 0 0 to a. 0 0 FN 12 L 0 CL w w z 0 Z uj z Lu co > LIU 41 W 1% 0 a_ FLL- 9 0 w < CL c) LL Ago" 0 L1J 0 C:) IMIMIMMMMM + CIO w 00 1011001100 v w 0 Lo + Lo z LL Ao% 0� 0 W LL LLJ uj C) Fmmaa z U) cy) NAUMANN LJJ -J LL_ 0 ry ULJ r) rvoo a z LAM z n i 0 (j) 0 0 CN n / V) F__ L.Li w ry V) 0 0 to a. 0 0 FN ®ATE 12130/2014 PA JOB No. 13-2750H 41 41 c- 0) SHEET E 0 1 0 - OE Lo r - OF 21 SHEETS 12 0 LIU z 0 w "Ki LLJ ®ATE 12130/2014 PA JOB No. 13-2750H 41 41 c- 0) SHEET E 0 1 0 - OE Lo r - OF 21 SHEETS CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. d CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. d CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) m4° 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 Q PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) M PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) Q PROPOSED 8' WIDE CONCRETE MULTI --USE TRAIL (SEE SHEET 3 FOR DETAILS) Q PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. N0. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) 1•x""1 ``V 0 DD 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. 5T-3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST --13. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT It' FUTURE TRACT 7247 (BY SEPARATE PLANS) ! k 0 2 i PROPOSED R/W & BACK OF WALK -- -- -_ -- am am cormannoom -- 1 %" i FUTURE TRACT 7248 (BY SEPARATE PLANS) F- Cy- Om V_V_ ro 00LO Lo +� -- U- 11� TABLE �y p� V �.✓ W CURVE O =tin LENGTH 0C3 0 00 + q-- qt + O .1. 89.00' r^^ N -i 1 A ,/ �j 1 t11, ft J 1 ! 1 C2 89.00' :Amo { N 70.88' O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST --13. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT It' FUTURE TRACT 7247 (BY SEPARATE PLANS) ! k 0 2 i PROPOSED R/W & BACK OF WALK -- -- -_ -- am am cormannoom -- 1 %" i FUTURE TRACT 7248 (BY SEPARATE PLANS) F- Cy- Om V_V_ ro 00LO Lo +� -- U- T 1� CURVE TABLE O< CURVE c) N O LENGTH DELTA q-- qt + C1 89.00' r^^ N -i 78'54'42" 73.25' C2 89.00' 119.72' N 70.88' C3 1 I f I i lE I l! f�l It l r 00 1 t{ i �t 4 128.30' Il 78.18' C5 T 1� _"a - am am CURVE TABLE O< CURVE RADIUS LENGTH DELTA TANGENT C1 89.00' 122.58' 78'54'42" 73.25' C2 89.00' 119.72' 71°04'18" 70.88' C3 1 87.00' 132.45 8713'50" 82.89' C4 89.00' 128.30' 82'35'45" 78.18' C5 25.00' 43.62' 99'5735" 29.77' C6 25.00' 40.54' 92'5433" 26.30' C7 25.00' 45.30' 103'49'12" 31.90' C8 1 25.00' 34.54' 79'0959" 20.67' C9 500.00' 103.17 11'49'20 51.77' C10 25.00' 32.70' 7405622" 19.16' C11 25.00' 44.29' 101'29'52" 30.60' C12 25.00' 33.94' 77'47'29" 20.17' C13 25.00' 46.56' 106°42'09" 33.60' C14 1514.00' 74.85' 2'4958" 37.43' _"a - am am F- Z Mu PROPOSED R/W & BACK OF WALK O< w F-•� i! i MmLU f-- 0) 0CL SUM Ow 0-1 11 i! !! t a !• J am1P"Oa � A"""4 to X Z F-- ej WCr- WW>->0RzX:cco au�z�w��wF-cn0 � U 0 fy 00. of§<3: zcad LLJ '44-00 $ d F-- co CLam g00-wo �-G p � Z -I.- Cy) (pN tt) vTUw w<9W F-zw � CN V --a> w ©� 7twi c°nw = Qoza0 nam z�®w�o�M�F- sF�-¢cLL. 0� _ cacnw�az.�doQ 1`117+ 10'14" E 15 11 Z cd LL J .U.aC7. 00 00n M o 0')w + to `• eLO - J i.i N C0'.? N N U- N �7 t FUTURE TRACT 7247 (BY SEPARATE PLANS) 1 1 PROPOSED R/W & BACK J OF WALK am ..r orrrsrr•s _ .rort ma- - 17 am an-mmmom am am mm am emommomma am aim 1 am am! 3 2 PROPOSED R/W & BA t_ --I-. OF WALK 1 FUTURE TRACT 7248 t' ; (BY SEPARATE PLANS) 11.0e ���`•\ ! \ \ F- Z Mu Lu w LL LL O< p F-•� W �im-0z t�zsu> 0z MmLU Z Z 0) 0CL SUM Ow 0-1 O i! !! t a !• J w 40 ozW;Euxzc-W z a _ a}w0 to X � i! c �= i 1 l,� WW>->0RzX:cco au�z�w��wF-cn0 t6 3 SEEM W .�..; C.0 W N M of§<3: zcad L LL- $ d F-- co CLam g00-wo �-G p � Z -I.- Cy) �w0Z�pzvp tt) vTUw w<9W F-zw � O tt> V --a> w ©� CV c°nw = Qoza0 nam z�®w�o�M�F- sF�-¢cLL. 0� _ cacnw�az.�doQ ! ! .-i , 39,27' Wda®Z>0`°gcan 35.23' 0 `C ui0WWc`'j�p>00 u da r�?? '1 X ,� w w Z v°i >- � ' i! ! ON CURVE ON CURVE m ii it -*,NEW I ON CURVE W ON CURVE MOW , 4N CURVE ON R I F- �7 t FUTURE TRACT 7247 (BY SEPARATE PLANS) 1 1 PROPOSED R/W & BACK J OF WALK am ..r orrrsrr•s _ .rort ma- - 17 am an-mmmom am am mm am emommomma am aim 1 am am! 3 2 PROPOSED R/W & BA t_ --I-. OF WALK 1 FUTURE TRACT 7248 t' ; (BY SEPARATE PLANS) 11.0e ���`•\ ! \ \ � - 1 1M • r r F- Z Mu Lu w LL LL O< p F-•� W �im-0z t�zsu> 0z MmLU Z Z 0) 0CL SUM Ow 0-1 O >- N u7 w z 9 W<W, z 0 W J w 40 ozW;Euxzc-W z a _ a}w0 to X � r- c �= 6 WW>->0RzX:cco au�z�w��wF-cn0 t6 3 'd W .�..; C.0 W N M of§<3: zcad L LL- $ � - 1 1M • r r O� Om 00 N O+ N� + �LL_ T r F- Z Mu Lu w LL LL O< z CL awd Nw zMF- Lu F-•� W �im-0z t�zsu> 0z Ch 0-<zv� zawQp O� Om 00 N O+ N� + �LL_ T r ca F- Z Mu Lu w LL LL O< z CL awd Nw zMF- Lu r - W �im-0z t�zsu> 0z Ch 0-<zv� zawQp 0) cWt'WXulz >m�� SUM HORIZONTAL.: 1 "=50' r47 + Lu co w�®W�Wcnc",�� >- N VERTICAL: 1"=2' + z 9 W<W, z 0 W J ca w Lu w LL LL z CL awd Nw zMF- Lu r - W �im-0z t�zsu> 0z Ch 0-<zv� zawQp 0) cWt'WXulz >m�� MCO t� 12 u- Qz--i a-) Ua {.ir z Lu co w�®W�Wcnc",�� >- N 0E-'F_�cn�temo Ix„ z�--ca'(05p'�-a_ W � M z 9 W<W, z 0 W > r-- - W U (0 w = to N ozW;Euxzc-W z a _ a}w0 to X U5 WW ua.�Uviul 6 ,,z ) p 4� LUL c �= WW>->0RzX:cco au�z�w��wF-cn0 W 00 N iEczzWFnO0� u'`�cLt z--�c'coE W .�..; C.0 W N M of§<3: zcad Z N p qE WO!v6J - 0 (5 (V d F-- co CLam g00-wo �-G p � Z -I.- Cy) �w0Z�pzvp tt) vTUw w<9W F-zw � O tt> V --a> w ©� CV c°nw = Qoza0 �-- z�®w�o�M�F- sF�-¢cLL. 0� _ cacnw�az.�doQ za�c?rnwz �w pox>a_,ov)r wdm 39,27' Wda®Z>0`°gcan 35.23' 0 `C ui0WWc`'j�p>00 u da r�?? '1 X ,� w w Z v°i >- � F - atiF-©�WdM f I ON CURVE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. DATE 12/30/2014 c� i PA JOB No. 13-2750H Cn SHEET 0 L E N OF 21 SHEETS w 3 1 \ 37.92 FW - 0 ock 0 1+,1 6 0 w Li. U CURVE 122.58' 132.45' 3 39.27' 39,27' 35.23' 0 � 1, 1, r�?? '1 X ,� r. f I ON CURVE ON CURVE m I ON CURVE W ON CURVE , 4N CURVE ON R I F- r ON CURVE ON CURVE w CURVE ON m -.0- to .� M 4- -_ 0 .� � a 11 .• •,a-- t3 , U �- CD 11 �" ,� �- �tJ N 1i M �U 0) r°� CO N a. 11 M 00 T_ .-�L) rw W U 00 GG t� Cm r` 11 v tet- r` €� i l U aa, 11 C.3 �r 11 Q� �U �. 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Z CL W ) w OM ev 0 "CTS 00 11 M 0 11 W ---�v .- W cV N N 11,2:: .-..v w to to N it C� ,--�r,� c� M 00 0 W nX. c�O CD 11 M U 11 C.3 00 .-..0 rte, -..,m w M c� 11 U) ,--.� 00 , 3 11 U cep �,--a r i - 'n 00 ti � ,.-. rt- ca Ki ce! c.t,. 11 C � .-- ,Uj 3 � � 1i co �-- r� co 11 [� C> 00 ,--tet) to f� 0 g„) totC� "o � N 11 C� ,�-,� N 11 r� C3 �-�•.t--• c� rra 00 I,r--,� � cL°v m �� `n U.: 1 � w00 � LO �. r» pd to W L � to - m CC c�i 0 th Clp te) to tai F W cv F- � an W 00 un F-= cN! F LO u0 � C4 u7 F-- r7 r*) N' u0 cD 0 CO t� f- r~ r7 u0 != r7 c li �-= M en V) rry w to re) M un Ki to �-- W 0i }-= to Illi N' to LO 00 � en r�3 rO rry -- tJ3 c0 r� cD M rr7 r7 00 r7 ®M ` r� M PO to C� 00 r7 � - rry M C� n r7 00 M n � CC O CIG fe) CC1 tort W N pi -F- to d" W �b N O N �p r~ Off- N C07� 000 -0 C3 11 !�� cy u-`„u-Opt� C0 u") `"` � Y-- cr)� � 0 O 11 11 _ O u_u_ 000) 001 0 11 11 �t-i ON � M id' 0 M C� LO O + 0) +. N0 + "�- ^ct '1 �- `CL :- C� CL �$- t39 `�- - + � - CJ CC a- 'q' -1- �" -�- �cP � Q d. 'I' u ____ ---, ._.- - _ r� - - 3 Cleo � �.. �} . . . :� '. � _- _ • - - . � W N z r.. --j 0© --•j •�¢- OS V- w _j r.,, P. t. co _j N Ca r. _j r-; L. L 00 u- r•► LO. �0- �'3 U-- M _,! 00 I t. Gi u�u. �„ tt� � CD `..� O d' d" �-; .-- .Lc) _ . ` _. _ _ _ _ � : J N U- r- U-) �. r . cp r r•- .oo 00 .� �. tC9' e� o) Q-- N SAF 4-- `._.6T-. �µ 0 �-- -� O N 00 r J L� , .1. ... ....... ......... ... .............................. .+ r- - <---..`... ..+. .. ..+ ,��, �-» ...........................................,.. ..... .......... 2 • _ -- - �- - V--- l.t_ + .8I ui LO SEENOTE A ABOVE ,�,,,,. . . --L --0°20%03 0 . �-q® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . wQ�5276 . - +0.30% ®+ . ®25 . . . Q . +0.25% - 0.25% 352* . . . ®� 0.. .. . . . . . . . . . . . . . . . . . -- o® .. + .r -..,.6+00'0* 7+ + 11+00 1 13+00 1 15+00 16+00 17+00 18+00 DATE 12/30/2014 c� i PA JOB No. 13-2750H Cn SHEET 0 L E N OF 21 SHEETS w 3 1 \ FW - 0 ock 0 1+,1 6 0 w Li. U cr_ W W = CL z -� m W W WF- F- w � a a DATE 12/30/2014 c� i PA JOB No. 13-2750H Cn SHEET 0 L E N OF 21 SHEETS w 3 1 ock 0 1+,1 6 0 W DATE 12/30/2014 c� i PA JOB No. 13-2750H Cn SHEET 0 L E N OF 21 SHEETS M CONSTRUCT 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. Fil CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. ai CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE A (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. 5-35. (CONTRACTOR SHALL COMPACT AREA M UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF l) ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14 F -C PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) M PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) F8-1 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) Fil PROPOSED 6"X6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 101 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS 1 AND DIMENSIONS) Fl fl CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. more IMALL IN131Wsi&wi ,w1c>m4--3 t& -a AT F-: UJ (LS) r-14ASE- r3cLpJDA(Z-/ OF °T'AcIF A09ACIECIT PWA '5E I'S V216T ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, C OP01 6rZQrl-C- 0 AT -5 A � I- Tj m F_ . r? -F- m ova A KI 0 _15ALVAer-r- -0 00 Stc-,J PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. si or-AVDACIE&IT P)4ASa cri (5 11 INSTALL HOLOPHANE "GRANVILLE" PREMIER LED )l �: "(11` I ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE F-: z g V) uj -) INSTALL HOLOPHANE "'GRANVILLE" PREMIER LED =5 0 z LO OR EQUIVALENT AS 1 APPROVED BY CITY ENGINEER. c)F- 0 0 00 _0) Octet? z < I-- F-� ui to 0 a) t"*) SEWER aw 6 -1 z 5; a EL STORM DRAIN CONSTRUCT WHEELCHAIR RAJ PER CALTRANS W> > 0 e Ig w5l am =0 + z LO LO u') u 0') C) 00 cy) (0 C-4 0) L0 + LO 0 N OTE "A" 6 (0 in . FZ, LO 0),.: Ml MI�_Im +w -q- _j L0tl + +f�_ + +0) (0 _j u_) i.,.,, (0m CONSTRUCT 6" THICK CONCRETE FAUX BRIDGE WITH 1.4- co d- CO 00+ q -co 0� MINIMUM 590# CEMENTITIOUS MATERIAL PER C.Y. w 14- n LO OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER Gt + 12" NAT. GIRD. COMPACTED TO 95% MAX. DENSITY. U - to STAMPED CONCRETE PATTERN SHALL BE "LITHOTEX _j PAVECRAFTERS, WEATHERED WOOD- INTERLOCKING PLANK 8"x 96" REFER TO LANDSCAPE ARCHITECT'S PLANS, MATERIAL AND TYPE SHALL BE APPROVED BY CITY ENGINEER. Ob 4M 400000MMM Oft MO ANWA� Emb so low m am dw (LS) Ommompa"m W (LS) 6 4m mm 0 .14 rLS) I-_ z 5 7546+53.91 71' bi E-45", N69°51'07"E 4 0 C/) El 18' @ < WZ ------------ -------------- (LS) cam m V) uj ui z _j m m 0 0x ry x :D m 11 CL < + < U- 00 Ld cy- Z z 0 z x Qf w ® m 14, OM U) 0 Lli r�, 2' m 01 14t 0 0) . 0) < d lz7z oo 0-) u) LO to LOto 0) LO 00 r- LO CZ4 m t'5 + C5 + uj + + 00 114- + 00 + m 00 + (0 14- LL- 00 u- 00 -q- Li- 00 -.41 U- Fl fl CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION F-: UJ (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS 0 BY OTHERS. C:) to ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -0 00 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. SEWER CLEANOUT INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W 1 ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS g APPROVED BY CITY ENGINEER. uj 04 <> INSTALL HOLOPHANE "'GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W 0 z ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS 1 APPROVED BY CITY ENGINEER. RIGHT-OF-WAY 20' LS) (LS) 622 (LS) C8 GOP so It 0 ------------- W M r- 0 ry Lq Lij CINI C) 54!1 + 37t T _j illilirl, 17 1 372 9 2E` 6) L0 I It 8.5 28� 9' WIN ERMERE STREET SEE SHEET 5 PRIVAT STREE FUTURE TRACT 7254 (BY SEPARATE PLANS) N )rn A. w • K# _0 E J016ILZ Adj&4 L •N LS CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. 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C14 0 0i C) C6 + 0 (.0 + 0 (0 Luj_ o 0 Lug .041A cr_ � cr_ w W;�z F- 0_1 0 0 ;2 uo- 'w-0z' 0 l 3) �R icpa cr_ 00 _0 0 (0 w -C) x (0 -0 00 > w _(0 0 0 00 Cox -- uj 6 co X 0 L;= < 0 Im �2 n CL 00 .w 00 - Lli 0*) w wz > - >w OW -wr cx0 ow� c- CD wz 0 . 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W w !7 wr- 0, zw r- 0� 0 0 § < 3�: - 9 cwn N 0 19 ai�0zw0mw<[--0 W 06 Z 0 q 0 z CN 0- z 0 ccL- 0 t lwl-' (0-3 Zz Z cy) Lu (1) 0 rw cm, iE L - I.- 0'ZOW8226 F_ C'4 6TOWF-iw0<2,W W 3: � -Z222 (.0 Of c:) m Lu w w uj " ow U, T5w <8MV5;�o 0 w D ow 8 a Q_ al wujo, cp 5r > 2 -1 z 5; a EL -><u-z!R 0ww0Rw'wu"x.ulgm wz co W> > 0 e Ig w5l 0,>,� 0 M W 0 UJ Z 5 z w < w _j -, W 0 a. iii Lu 0 0 w z =mDw=0 wz:D t__ I— a CL Q 0 w < m M# M#E • Z Ilii w ) I- u- Ml MI�_Im a < FUTURE TRACT 7254 (BY SEPARATE PLANS) 1 0 0 MI+ 001 LO M(TY P), ww® am ter..® as momm"wo "m oawm==wwwwaw0 BOTANICAL DRIVE (FUTURE STREET) II ), =-Ll 7717 71 SEE NOTE - "C" BELOW Z7m of 1 0 0 .1 .1 ml CO OD + 001 to I LO I FUTURE TRACT 7246 (BY SEPARATE PLANS) NOTE "B": INSTALL TYPE 3 BARRICADE WITH (2) OM4-3 W31(CA) NOTE "C": THESE (4) DRIVEWAYS SHALL BE DEFERRED UNTIL CONSTRUCTION OF TRACT 7246. 01 0 .1 001 14- + a) to SEE NOTE "C" BELOW uj _j 0 Cls! C14 0 0i C) C6 + 0 (.0 + 0 (0 Luj_ o u, U - 0 a: t ou-c= 0< 0 m 0 lLu Z W;�z co (.) 0- wx 9 uj 7_:� Z pzffiw (1) US 2/5 0 W% ;2 uo- 'w-0z' 0 l 3) �R icpa w z r w < uj to uj z - ui < cnaou-a- 9 lr!� IS- z z 01-- 0 w 3: > w _(0 W1009w;�(nmo < 0 Call:' Izz f_ iT__ T Z 0 (0 0 z a," �_ 0 §QiEzo _uj <z&0 _u:3:0z> uj X 0 L;= < E,ewdu .0<mo 0i uw w wu)c6mzo 000 3: 0 0 a- &3 z w wz > - >w OW -wr cx0 ow� c- CD wz 0 00 T<,w00t;m66uw- =- 0. W w !7 wr- 0, zw r- 0� 0 0 § < 3�: - 9 cwn N 0 19 ai�0zw0mw<[--0 W 06 Z 0 q 0 z CN 0- z 0 ccL- 0 t lwl-' (0-3 Zz Z cy) Lu (1) 0 rw cm, iE L - I.- 0'ZOW8226 F_ C'4 6TOWF-iw0<2,W W 3: � -Z222 (.0 Of c:) m Lu w w uj " ow U, T5w <8MV5;�o 0 w D ow 8 a Q_ tioF wujo, cp 5r > 2 -1 z 5; a -><u-z!R 0ww0Rw'wu"x.ulgm wz co W> > 0 e Ig w5l 0,>,� 0 M W 0 UJ Z 5 z w < w _j -, W 0 a. iii Lu 0 0 w z =mDw=0 wz:D t__ I— a CL Q 0 w < m NOTE: STREET TO BE MAINTAINED BY H.O.A. C/L R/W 6 30' 30' 15' 81 15* PRIVATE"T"'EET)Z5 "NO PARKING" LANDSCAPE 11, K -1 10, 51 52 MEDIAN "NO PARKING" 5$ - 51 10' - i L/S LOT L/S LOT F-21 [I m [51 - 3 2% L -z 2% 2% MIN, 27. MIN. CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER 77- MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. LANDSCAPE SLOPE MAY VARY HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY FROM 2% MIN. TO 3:1 MAX. VERTICAL: 1"=2' TI=4.5 R=48 SEE NOTE "A" ABOVE PROPOSED STREET SECTION (FAUX BRIDGE) PRIVATE ENTRANCE STREET 39.27' ii 114- w ON CURVE 129.02' 134.16' 39.27' 39.27' SP RESIDENTIAL ENTRANCE STREET 11 OW C) x 0) luj I r__ 0 C) LO ON CURVE ON CURVE ON CURVE 6N CURVE NOT TO SCALE 1--: M L6 ui 6 0 w n x00 11 0 00 11 0 1140 m r- 0 n 0 (0 11 rK CL (0 00 LO LO r,�.-- A �Lj CO1_0�0 r- 11 -, 11 �f n n 1110m 1 1-11 �1 10,81-1-1103 10,13) OV7 00 'm 0� 0 -d- Lo 1-100 _r �t _t 1-1000) 0 0 n .� tri I.-: m r6 n M pri n - 4 I.�w 4 j_� m I.�uj 0 0 F -:m 4 4 0;. 1 LO LO Ld U-) U-) u") LO _jw Lo _JF- LO LO _ j LO _j V) LO -Jo LO _j LO ul -jo LO 0(.0 LO n _j n K) n n 0 CL n 00 rl- 00 a) 4 N 0 uj n 0) n c%j n n n Ri C) n '0 z PO 0') C) C'� -.4- + C?LOuj off) U-) U? < ui Lq U? _j 0 CN rl,0 00 (0 rl_ ow U-) c� 0 + n 060 r1r) 0 ai + a)--, c) -1 00') mo 0), 0i c6 "4- 0i oin n -.4- C) p T_ 110 04 0 1 + + + ui (n + tU 35-/ ... 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L ... ..... . ...... ....... +0.2,57-* ......... .......................... 355 .0.22%* +0.227c FLOWINE PRORLf +0.27-% +0_22% 0 ................... .0`25%: ....... ....... ... ....... ............ .+0.22% .................................................................... ............................................................ -0..5 ESION FLOKIWE PROFIL +0.25% 353 5 Z 0 WIN, FPROFIL f / ......... ............................. I ........ ....... /+0 47+00 48+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 3927' 61+00 n CROSS -GUTTER ce I E 129-02' 133.65' 40.83' 39.78' 38.63' 39.83' 11 00 if Ci) ry CL rF.y uj LO - NORTH FLOWLINE PROFILE - .40- 20 1-11 �,__ 1 (0 _or- 0 :2 ON CURVE ON CURVE ON CURVE ION CURVE I ON CURVE ON CURVE L6 I.-: ui 1� M L6 uj Li If 0 lt�_ 1�_,Il w n ry n cr_ 11 W I ry 0') X LO 11.,w 10 it or r- 11 u n I 1 0 (_0 I I"Coy- CL -.4- _%t w U-1 u) W w - LO C) oo U? 0 too 0-) m > 1- 0" Ile) Lo cy b 00 o 00 Q OR 0-4- -� LO (0 rl- 1,- 0) . I 10 Aa- 0- n cr) 0 n u m ti ui ('� m C'4 F-: 4X3 n uj 4m "� F_� Lu t'5 4 I_: L6 U-) V) -1 U-) U-) 1-:m 4 1-� a- 4 CL 4 4 I__: Im 1--: Lu 4 F--: Ld C) Z 0 LO V) x V) Q� V) U-) ry LO L0 L0 U-) to n Lc) X �_ U-) LO w ry n Lb L6 cr n 't n LO to 0) LJ c� < c� < c� C", n- cq n r, CL n n INO re) n n - In n n - q -n_ Oro- z5po 00 04 C'4 + b 01 z r, 0 -C) r*� .0-* n- CIO 04 uj ego -0 O� -(D 0 * 11 11 06 cz p Z C�l LOQ raw LO n C:> cq (000 coo C� -.4- V) cr_ ry 0 Z .00 CD n n 0 0 .0 c� c)<L 00 of + 6---, c) 0)+ co 1 6+ C-4 + 04 00 0 C�l m 0 1_00 I + (10+ + ui im CD CD 0 c� _j 357. .2)u5j . ........................... .................... ............... ............ Lo ............................. ..... LO ul) .... ................................. 6.+. tow ...... ..... 357 LO _j 0)c) I LO (0 U-). Q0 C) C) N Lo U_ CO C) LC) __j 114- -il ,.t -04- C,4, - :_�*_ _(_ - - -- - - - qd- 0) L0 _j + Pi . I "4:L,- u_ U- + - I U n C� C) 4LO r- T_ 00r -0- Lo -,�Xl _NG GROUND PROFILE (N C-4 (D LL_ (0 LA_ (0 0 . . . . . . . . . . . . . . . . . . + + + j +cr) + . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . .. . + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L0 . . . . . . . . . . . . . . . . . . . . . . *� . I'- , * * * * * LO �571 + .00 .00 00 + I r - AT d�I�RiIN*F `4_ 00 La n_ Ll? LO Lot, LO -4- 0.51% 230 +0.23. ....... Ul ...... \.................... .. ................. .......... ....... +.0,237* ... 355 ............................. 0.23% tb7150 0. 22% + FL 0 K INE PROFILE +0.220- +0*22% +0.227o +0.007.. ................... 0.257o ..... .......... .... ........ *0; 2*2% .................................................................................................... ......................... -0.257p . FL0k1Nt_P1?0F1M_ OESION FLO WINE PROFIL .61 FL51+58.46 Pl. X -GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353 .................... 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 Su'u''TH FLut"WLINE PRU"IFILE I alag DATE 12/30/2014 i PA B No. 13 -2750H c SHEET > 0 E < LLJ 0 w w Q_ Z -1 co z W z w 15 Z Ilii w ) I- u- Lu 0 < < U_ CL a CL DATE 12/30/2014 i PA B No. 13 -2750H c SHEET > 0 E 7 -1 Z Ilii 0 w DATE 12/30/2014 i PA B No. 13 -2750H c SHEET > 0 E c rl� 1 0 ilk LOMN ] Ell CONSTRUCT 6- CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. F-3-1 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "Ais (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) ai 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 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) M PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) [1] PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) Fg-1 PROPOSED 6"W CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) U - au e ---N z 0 V) CL X V) Lij a Lli op z Of cr Z) :2 1 -871 =b dw ffmmmm� TEMPORARY SUMP SUMP BOTTOM = 351.2 SUMP HIGH WATER = 352.7 VOLUME PROVIDED = 0.24 AC -FT VOLUME REQ'D = 0.13 AC -FT [D] CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. C4 00 Q0 Z (LS) < _j 0- 6 Lij < cr- < f LIJ o- LjJ V) U_ S) e-1 ilEVISIONS APPROVED BY: O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE --- RIGHT-OF-WAY - - SEWER STORM DRAIN - --dl- EXISTING EDGE OF PAVEMENT m 1w U ML A& IL Ar ARL AV AV IL CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 VERTICAL: 1"=2' cl 00 z uj u') C'� o 1-10ILIW Lo 04 Crrn U-) C%4 _j to C%4 to 0) m t-6 Z m to c6 oi 0 o65 't r + m 0) Lo I_ *�� rn + 1q_ Q 00 V) 1 355 ............. m ............................ C',q- oiu- tiu- 0-IJ --* . ...... 0 ............................. 355 +u_ - + + 0) 0) 0 0 fX15A1VG GROUND Pl'?Ofl Lo ............A f _N TL'-RZ INE. .......... ......... ..... f Z171IRf FLORINS PROFILE 353 ... .............. + 0. 257o +0:25%' * * * ' * * . * * ' ' * * * * '+0.25% * * * * ........... IZON-INE' PRORY TEMPORARY SUMP SUMP BOTTOM=351.2 351 ............................. ...... ........... .......... .................. 351 47+00 48+00 49+00 50+00 51+00 11 0 V) co -'m �- to NORTH FLOWLINE PROFILE f--: z Cv 114.16' ry - uj u) c� :� ON CURVE 0-)+0 tfi x to CIO to C,4 L0 r -r) 35 ............................................ 355 + UJ + _Z-_X15T1NG-G1?0UN9 0?0f1ZC 000 AT - CEN Tf RZ INE . 6 �.......................... ............. .................................. 00 F4YAIRE-FLOKINE PROFILE -4- 353- -.7 55? - o' ......... .. ............... ................................. 353 FL 0 K INI - PROFILE" TEMPORARYSUMP ./ ............................................................................. SUMP BOTTOM=351.2 -A 351 .......................................... .... ......................................... 351 47+00 48+00 49+00 50+00 51+00 REVISIONS APPR, �RED W. PORTER DATE RCE 33448 ccn 1+ CAMPUS PARK DRIVE SEE SHEET 6 00 1--, 1 00 to N z 13- 0 Ld < I-_ ry < < Ld F- N_� m AN CAMPUS PARK DRIVE (EXISTING) ox ®0 C�w m mm cn U -)o 0-i ,ref Fpu A &f P&A I .450-Ae4/7- oo 21 *70 120' oc. GRADE TO DRAIN L CONSTRUCT TEMPORARY TURNAROUND (PAVING, A.C. DIKE, ETC.) PER C.O.B. STD. DWG. T-24 • db m 0 TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT, OR ON FINAL MAP. NOTE: TEMPORARY TURNAROUND EASEMENT WAS DEDICATED ON PARCEL MAP 12100. A TURNAROUNDA �"� HORIZONTAL: 1"=50' I*tk 12+97.89 CL INT. Ell L CURVE TABLE uj Uj z 0 I rj) In U3 0 cle) 0: cr- ffil�Eozgw Z oZ > 0) L0 LL 0 j_ ow z 8 UWJ FO BE WW=3::jmx zw U. mT8Tjffiwwj< ul o �- I- �_ co 2 & 2 = 1& 5 0 LOL im." *. 0 1* >_ !t= " < w rED AT > v - w (o w9aoowgDwo <00wiEpr =Tz =) -6(0 ¢wo_E_L_R:oz�-w 0 (1) 7j5 4- 20 t6 LL0. jg uj (6 zzoo_Tg2om3z:m CWL ca. U) 0 a) w I= Q z R�a: < wo cot) -wi=_oz'waog% W Cl 1. mm Im oes w 3 m PA o �5 CN zUJ6, a- w (L w W 0 Z Q z < mgr (L u0iz<wo LLJ 6 CL = ozw, Sol 6Toffit-_<g L,L 1— 9 Z co szo 0) (o cwo Z z I-) Lc I u . u >j '023 wo 0 Lu 'w CL 0 < < 0 w 7) � 0 oi r c'! + Worl-All mra, jiF- 6 j!5 F - w titjj • NOTE �OpM.EWALK ALON MTA DRIVE A T 0, N TERZ llIf SCALE: 1"=30' OSTR TION SHALL DEFE D UNTI N ;• Z�T 0 ff: mo, va, a 7248. R/W z 14' NO PARKING NOTE "C": SIDEWALK ALONG EAST SIDE OF MAGENTA • DRIVE TO BE CONSTRUCTED AT THIS TIME. 0- _j 0 CL A- _1 uj w ', C_') Lwu < out ARI - - - ua,- 7 ;'- ..... ............ CONSTRUCT CONCRETE PER ........ co "PROPOSED" C.O.B. STD. DWG. u_ ST -3 DATED 6/2/99 (MODIFIED) m 1w U ML A& IL Ar ARL AV AV IL CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 VERTICAL: 1"=2' cl 00 z uj u') C'� o 1-10ILIW Lo 04 Crrn U-) C%4 _j to C%4 to 0) m t-6 Z m to c6 oi 0 o65 't r + m 0) Lo I_ *�� rn + 1q_ Q 00 V) 1 355 ............. m ............................ C',q- oiu- tiu- 0-IJ --* . ...... 0 ............................. 355 +u_ - + + 0) 0) 0 0 fX15A1VG GROUND Pl'?Ofl Lo ............A f _N TL'-RZ INE. .......... ......... ..... f Z171IRf FLORINS PROFILE 353 ... .............. + 0. 257o +0:25%' * * * ' * * . * * ' ' * * * * '+0.25% * * * * ........... IZON-INE' PRORY TEMPORARY SUMP SUMP BOTTOM=351.2 351 ............................. ...... ........... .......... .................. 351 47+00 48+00 49+00 50+00 51+00 11 0 V) co -'m �- to NORTH FLOWLINE PROFILE f--: z Cv 114.16' ry - uj u) c� :� ON CURVE 0-)+0 tfi x to CIO to C,4 L0 r -r) 35 ............................................ 355 + UJ + _Z-_X15T1NG-G1?0UN9 0?0f1ZC 000 AT - CEN Tf RZ INE . 6 �.......................... ............. .................................. 00 F4YAIRE-FLOKINE PROFILE -4- 353- -.7 55? - o' ......... .. ............... ................................. 353 FL 0 K INI - PROFILE" TEMPORARYSUMP ./ ............................................................................. SUMP BOTTOM=351.2 -A 351 .......................................... .... ......................................... 351 47+00 48+00 49+00 50+00 51+00 REVISIONS APPR, �RED W. PORTER DATE RCE 33448 ccn 1+ CAMPUS PARK DRIVE SEE SHEET 6 00 1--, 1 00 to N z 13- 0 Ld < I-_ ry < < Ld F- N_� m AN CAMPUS PARK DRIVE (EXISTING) ox ®0 C�w m mm cn U -)o 0-i ,ref Fpu A &f P&A I .450-Ae4/7- oo 21 *70 120' oc. GRADE TO DRAIN L CONSTRUCT TEMPORARY TURNAROUND (PAVING, A.C. DIKE, ETC.) PER C.O.B. STD. DWG. T-24 • db m 0 TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT, OR ON FINAL MAP. NOTE: TEMPORARY TURNAROUND EASEMENT WAS DEDICATED ON PARCEL MAP 12100. A TURNAROUNDA �"� HORIZONTAL: 1"=50' I*tk 12+97.89 CL INT. Ell L ----------- uj Uj z 0 I rj) In U3 0 cle) 0: cr- ffil�Eozgw Z oZ > 0) L0 LL 0 j_ ow z 8 UWJ FO BE WW=3::jmx zw U. mT8Tjffiwwj< ul o �- I- �_ co 2 & 2 = 1& 5 0 LOL im." *. 0 1* >_ !t= " < w rED AT > v - w (o w9aoowgDwo <00wiEpr =Tz =) -6(0 ¢wo_E_L_R:oz�-w 0 (1) 7j5 4- 20 t6 LL0. jg uj (6 zzoo_Tg2om3z:m CWL ca. U) 0 a) w I= Q z R�a: < wo cot) -wi=_oz'waog% W Cl U.L 7 0: WE it ul oes w 3 Fo no Lu 1 w U4 -())F CL o �5 CN zUJ6, a- w (L w W 0 Z Q z < mgr (L u0iz<wo LLJ 6 CL = ozw, C\j 6Toffit-_<g L,L 1— 9 Z co szo 0) (o cwo Z z I-) Lc I u . u >j '023 wo 0 Lu 'w CL 0 < < 0 w 7) � 0 oi r c'! + Cf) W 3: 1— �i 0 z 5 co w Z wuluj- CN :r-m-no4-Now- jiF- 6 j!5 F - w titjj • NOTE �OpM.EWALK ALON MTA DRIVE A T 0, N TERZ llIf SCALE: 1"=30' OSTR TION SHALL DEFE D UNTI N ;• Z�T 0 cz> IS iF a a. 1- 0 w m 7248. R/W z 14' NO PARKING NOTE "C": SIDEWALK ALONG EAST SIDE OF MAGENTA • DRIVE TO BE CONSTRUCTED AT THIS TIME. 0- _j 0 CL A- _1 uj w ', CONSTRUCT0.20' TYPE A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 dQ U- 0 Lu ou- U-1 0 cn ----------- uj Uj z 0 I rj) In U3 0 cle) 0: cr- ffil�Eozgw Z oZ > 0) L0 LL 0 j_ ow z 8 UWJ c!) 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CD m t F_: CD * w c%j cl� w to V) �q� Cvcli F_: CIO cl� Lj_j C44 C-4 1 0) 1-, c> �Iv) r, ,d- to Ljj c� 1--: CyC%i Z cq* r, 17� ni, (0.349. 1\1k 0. !1, (0=20MXA u') _j U -)Lc) Ld L0 Mpr)� minto Mte) 0) C(L.30270 Pei o Lo o V) 0 - 0) 0(3 fill 0 - C) 04 c� C'4 0 _j_j 00 X C) - b. if if ow 0 _j_j 0 0 r4') to + 00 LL -u- 4(o + + + E -L XQ�. 3 SIDEWALK TO BE 3 "t �LSIDEWALK ii tNu: a� TO BE CONSTRUCTED AT CONSTRUCTED AT THIS TIME �3,n �- c3 = THIS TIME 32' uj C., c 1 I FUTURE DEVELOPMENT C�c_) uj . . . . 356 0) 00 Lo (BY SEPARATE PLANS) oi r c'! + Q0 + + U + + 64 + CN :r-m-no4-Now- ti re)rj,-�. %_ J_ Op" LA" A EW F IN z A T 0, N TERZ llIf SCALE: 1"=30' . .................... CA 30' R/W z 14' NO PARKING 16' LJ tx 21 0- _j 0 CL w uj w ', C_') Lwu < 27. MIN** j Ul I ARI - - - ua,- 7 ;'- ..... ............ CONSTRUCT CONCRETE PER ........ co "PROPOSED" C.O.B. STD. DWG. u_ ST -3 DATED 6/2/99 (MODIFIED) ......... 'm* rB-� SEU i i vi ........ ....... Ft � 17184 - R 0 W INE PROFILE 10 NO SCALE DESIGN FWKINE �PRO F14 .0... '. . � 7 + 6.510 'A PROPOSE IVEWAT UE"I AIl.Zo SCALE AS NOTED .,9.6 0-267o 1+0.21.% ........... I ..... +0.25%:--0.25%. . ............... ..... 352 HORIZONTAL: 1 " =50' VERTICAL: 1"=2' I- tatc,�,3 39.52'3901 ON ow 39.5,V m.w 39.08, ON Off ON a" ON cm al mw x C) m w u:) x 00 w in It x to 11 " L000 'It or_ 1�_ a-- 0 mo CD a Q co 'R, co -_�04 *4 -CN •-,x ) 114- 0 (p --: ILE.) CD m t F_: CD * w c%j cl� w to V) �q� Cvcli F_: CIO cl� Lj_j C44 C-4 1 0) 1-, c> �Iv) r, ,d- to Ljj c� 1--: CyC%i Z cq* r, 17� c� Lr) tO u') 00 V) . u-jjo ul LO U-) tn to Ile) m ff)1w) 00 14) r1e) 0) u') _j U -)Lc) Ld L0 Mpr)� minto Mte) 0) Pei o Lo o V) 0 - 0) 0(3 fill 0 - C) 04 c� C'4 0 _j_j 00 X C) - b. if if ow 0 _j_j 0 0 r4') to + 00 LL -u- 4(o + + + E -L XQ�. te) UAL_ ��A %� V_ OW oo 00 10" zo �CLZ:� W 0 :2 zo 00 - Lij F_ 356 ............... ri U- . . . . . . . 0) cj vi 04 fl- Nn to . . . C5 u- 100* -) -70 -.4- U- 04 0 z '44- . . . . 356 to + Q0 + + U + + 64 + K) + LJ + EXISTING GROUND PROFILE 00 0 X, z A T 0, N TERZ llIf .............................. . .................... U- . . . .0) . ......... >7- uj w ', 354 .................. Lwu ............................ _j 354 ;'- ..... ............ aa.. ........ C<L I SLOP -0 2.- 1 TO NAT GRA ......... ......................... I -0:247o ' * 0**05 ........ ....... Ft � 17184 - R 0 W INE PROFILE DESIGN FWKINE �PRO F14 .0... '. . � 7 + 6.510 .,9.6 0-267o 1+0.21.% ........... I ..... +0.25%:--0.25%. . ............... ..... 352 10+00 11+00 12+00 13+00 14+00 '39.96, WEST FLOWLINE PROFILE o 1- 0I. (.0 C4 0 1" nc14 1-14-L0 Ln ��uj w NO W) tr) P_� 1�* C�c_� �_: z c� . U -)U*) ce tLJ to Lo 0) L0 + L0 0 cq 00 nt4 n o_j_j 01,ul LL -LL - w a- 356 ouj zo m- .................... U- ............................. .............. vi - -v_(n ............. . .6z .356 Lo to mw + a .+o) to,- n, It ................ ..................... I ........ It ............. EXISTING GROUND PROFILE .......%.,......... ....... A T- CZ N TEI?l INE + ............... . .......... ...... ....... . . ............. _j FLOXINE-PROFILI._ • U- SL Off *0 2- 1 TO NAT. OR, 0 tl /Wff - FL 0 H f INE PROI& f F..... .................. .... . .... .. ................................... ... -. -0-347, ./ * ..................... I -0-20%352 ............................................ -+0.3079 ..................... 352 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE I- tatc,�,3 V) F- uj V) Lo 7E LLJ a_ C%4 .1 < 0-"-2 U) 04 <=) LLj C:) of LIJ wLLj a-- V, (A U5 ci 0 cn n a- wuj 7 -r cl- — F - I 0 V) Lu Z: V) W z< ©o©gi©R U) < Lw DATE 12/30/2014 CL PA JOB No. 13-2750H 41(n c 4) SHEET E 0 Lo �OF 21 SHEETS Lij F_ CC ui 0 W 0 X, z _j CD US 6 >7- uj w ', luz Lwu CL 0 LL aa.. a C<L I V) F- uj V) Lo 7E LLJ a_ C%4 .1 < 0-"-2 U) 04 <=) LLj C:) of LIJ wLLj a-- V, (A U5 ci 0 cn n a- wuj 7 -r cl- — F - I 0 V) Lu Z: V) W z< ©o©gi©R U) < Lw DATE 12/30/2014 CL PA JOB No. 13-2750H 41(n c 4) SHEET E 0 Lo �OF 21 SHEETS M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A. CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 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') F4 M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ED PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) M PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 91 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) Ffl PROPOSED 6 ** x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) OEM CONSTRUCT TYPE 'M' MEDIAN CURB •PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) [M CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -C> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED Iw N Es CDsP- 05 + U-) + FUTURE COMMERCIAL (NOT A PART) r � 1 CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 HORIZONTAL: 10$=50' VERTICAL: 1"=2$ CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE 0 SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT I L -N % C7 A \% li_0+00.00 ol CURVE TABLE -------------- 1100 CN Z C4 C-4 47.12 t ON CUR VE mxmp� cy) z wz �:c z 0 �� w w co a: wzw 0-) Lo fn U) CIOBaa Nx z It A cn V_ toNj--: r47) c� (.) (o _j 06 UJ - CL od 0 _j Lo U_ Lo _j L8 U_ ui Lo on D P EXISTING CROUN PROFILE E c6 LO LO to po 1Lou Zw w cr- Lu :r w 0 Lo+ Lr, (.0 oc �2 �- 3: a Z , oouj w a u- �- z czo E 0!�: < Lri + 00 C'4 (]o C ON! 0 0 *00 + (L vm, u- '.� 6 2 a_ < Z CA uj w Qmwiw=owo< " 02: czo o 8: W. Z. (o 01 i=_- Z< wo < 0 U- a:z-Kv:iTzoz2ow to *q- + C114 N n N 2 0,1 6 >W- Mw mw CN C.) u-_ I L: "'co cl� + c� Lo po + 00 r�wu�re®isw�w 9®0 0=2TWi z t- = > u - w ......... 0) : _j �uf ............................ ro + n6 it ` LL_ 0) _j U-) W 0) Lo � \ I T 1 Lu � ��( I( 1� tt t . CD cr) + 00 CN Lo FUTURE TRACT 7246 it . . . . . . . . . . . . . . . . . ._j + ® .+LL . . . . . . 0 . . . . . . . . . . . . . . . . . . . +. 7 . . . . . . . . . . CN _J . . . . . . . . . . . . . . . . #.. . . . . . . . . . . . . . . . . . . . . . . . (BY SEPARATE PLANS) ..................................................................... cli . . . .ff. . . . A A - - - -. . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE +-6 /* . . . . . . -Q68Z N Es CDsP- 05 + U-) + FUTURE COMMERCIAL (NOT A PART) r � 1 CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 HORIZONTAL: 10$=50' VERTICAL: 1"=2$ CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (D SEWER MANHOLE 0 SEWER CLEANOUT STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT I L -N % C7 A \% li_0+00.00 ol NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CURVE TABLE -------------- a �R_ ffiw2wwwwz,tm z T_ C) 47.12 t ON CUR VE mxmp� cy) z wz �:c z 0 �� w w co a: wzw 0-) Lo fn U) CIOBaa Nx 11 0 C114 It A 0 Lo o0 .1 z OR to toNj--: r47) c� (.) (o a- 0 0 (D 0 F=- Ls civ po ui Lo on D P EXISTING CROUN PROFILE E c6 LO LO to po 1Lou Zw w cr- Lu :r w (N Ile" Lo Lr, (.0 oc �2 �- 3: a Z , oouj w a u- �- z czo E 0!�: < Lri + 00 C'4 (]o C 4T CENTERLINE + (L vm, u- '.� 6 2 a_ < Z CA uj w NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CONSTRUCT MIN. 0.30' TYPE "A" A.C. PA\flNG OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=48 dQ CURVE TABLE -------------- a �R_ ffiw2wwwwz,tm z T_ C) 47.12 t ON CUR VE mxmp� cy) z wz �:c z 0 �� w w co a: wzw 0-) Lo fn U) CIOBaa 11 0 194- 11 0 C114 6w'T'-j55=29m 2 w I— w zw 00) 0 Lo o0 .1 z OR to toNj--: r47) c� (.) (o a- 0 0 (D 0 F=- civ po ui Lo on D P EXISTING CROUN PROFILE E c6 LO LO to po 1Lou Zw w cr- Lu :r w M 44- pe) Lo w co �2 �- 3: a Z , oouj w a u- �- z czo E 0!�: < 40 cod W (D cy) 00 C'4 ® 4T CENTERLINE _j _j (L vm, u- '.� 6 2 a_ < Z CA uj w Qmwiw=owo< " 02: czo o 8: W. Z. (o 01 i=_- Z< wo < 0 U- a:z-Kv:iTzoz2ow 358 *q- + C114 N n N 2 0,1 6 >W- Mw mw CN C.) u-_ I L: "'co cl� + c� Lo WX > z < r�wu�re®isw�w 9®0 0=2TWi z t- = > u - w ......... 0) : _j �uf ............................ ro + n6 > w �m_ I=n) oz czfl p., 0 uia. ................... 0 (6 Zo -7 0) _j U-) W 0) Lo � IP j w ; a- F- ui w 0 1 Oz u) >_ U) 0 0 D I T 1 Lu � MMI 00 CN . CD cr) + 00 CN Lo to Lo �! Z . . . . . . . . . . . . . . . . . ._j + ® .+LL . . . . . . 0 . . . . . . . . . . . . . . . . . . . +. 7 . . . . . . . . . . CN _J . . . . . . . . . . . . . . . . #.. . . . . . . . . . . . . . . . . . . . . . . . 356 ............. ..................................................................... cli . . . .ff. . . . - - - -. . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE +-6 /* . . . . . . -Q68Z .......................... 2 ............ .................. .0 -207o. -x.26%. ............ .. .............. . . 357 SEE NOTE $'A" ABOVE - 354 .......• ........................................................................................... ............. * FL 0 k IK - PR�RL f ........................................................ 354 10+00 11+00 12+00 13+00 14+00 15+00 -0.5nw 16+00 49.26' WEST FLOWLINE 14 .............................. 7.67' ON CURVE or fZ0#f1K'PR0RLi- SEE NOTE ABOVE 355'. I ON CURVE .................................................................................... 0� 0) 9+00 10+00 11+00 12+00 13+00 14+00 15+00 M L6 Lo Lo cc ix Lo NORTH FLOWLINE PROFILE 29.52' It C6 ou-) Lo F: m Lo vi 00 Lo Gi n Lo i po 0 n - ui CD EXISTING GROUND PROFILE ropo a Q cv_ 06 0 c11 w c -,x o -) (o co (o rl- 00 0 AT CENTERLINE 0 _j d CD (.0 +C-4 \om',�® \om 1�t :f po wi 1_: ui U-) X V) 358 ......... _,�!g ..... ... ... ............................. n uj co Lo N-....................... - - ................ Pe) ..358 r*1 . 5 00 < -(.0 00, z 0 0) u- -L, L0 X_ m 00 .00 &+ dN Lo 64 w q- L0 359 ......................... -i L- . . . . . . . . . . . . . . + u . . . . . C� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +_3 . . . . . . . . cei U- . . . . . . . . . . . . . . . . . . . . . .. . . . . Ad - . . . . . . . . . . . . . U-) co 00 m C/r EXISTING GROUND PROFIZE. In Lo** (o 356 ........................................... ............ I ....................... . . . . . . . . . . . . . . . . A -T -CEN-TE-RZ-1NC . . . . . . . . . ...... / . . . . . . . FL 0 K INi - PRORL Z' -440.20 :,,0.50% .................................. "0-297o ............................ .... .................... 'PA$$ * ................................................... re ........... 357 SEE NOTE ABOVE 354 ....... * ...................................... 354 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ABOVE 355 ............................................... EAST FLOWLINE PROFILE ROKIK- PROFILE. 355 9+00 CONSTRUCT MIN. 0.30' TYPE "A" A.C. PA\flNG OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=48 dQ CURVE TABLE -------------- a �R_ ffiw2wwwwz,tm z T_ C) cn co w tm: oz 1�, oo w(y) mxmp� cy) z wz �:c z 0 �� w w co a: wzw 0-) Lo fn U) CIOBaa z --I to- 0, =� 5 0 1 E T7 LLj 6w'T'-j55=29m 2 w I— w zw 00) z 01-- 5. 4�- C,4 w m: 0 w:� 0 c91—1— cn z!� w iE cry 0 2 ixT- < S0z o (1) ruj.) w w (.) (o a- 0 0 (D 0 F=- 0 z F- >_ a o o 405 <Zfz' LLI �e w ow LIJ UJ z U) ca Z m Z03:2 6gooW20-1110m Ca LL U) 0 (1) 1Lou Zw w cr- Lu :r w z >- 0 Z>02z0xww T<E000 W2Z w co �2 �- 3: a Z , oouj w a u- �- z czo E 0!�: < 40 cod W (D cy) cl �_ C3 cLnu L_uj o 9, Z (D c) oz Z_ w 0 < I<x ul -wr 6 12-5 00 w C/) C,4 (L vm, u- '.� 6 2 a_ < Z CA uj w Qmwiw=owo< " 02: czo o 8: W. Z. (o 01 i=_- Z< wo < 0 U- a:z-Kv:iTzoz2ow tfJ C) 0 :7c a >w W� L'L 0 CN 2 0,1 6 >W- Mw mw CL c6m 0 m F W, U __<o Q WX > z < r�wu�re®isw�w 9®0 0=2TWi z t- = > u - w w --) "m ml w tY > w �m_ I=n) oz czfl eei Lo 0 co 0�_ w o in IP j w ; a- F- ui w 0 1 Oz u) >_ U) 0 0 D I T 1 Lu � MMI 359 _W=,WWI6-WZ CONSTRUCT MIN. 0.30' TYPE "A" A.C. PA\flNG OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=6.0 R=48 dQ a otu't wto coo --, 0 a �R_ ffiw2wwwwz,tm z T_ C) cn co w tm: oz 1�, oo w(y) mxmp� cy) z wz �:c z 0 �� w w co a: wzw 0-) Lo fn U) CIOBaa z --I to- 0, =� 5 0 1 E T7 LLj 6w'T'-j55=29m 2 w I— w zw 00) z 01-- 5. 4�- C,4 w m: 0 w:� 0 c91—1— cn z!� w iE cry 0 2 ixT- < S0z o (1) ruj.) w w (.) (o a- 0 0 (D 0 F=- 0 z F- >_ a o o 405 <Zfz' LLI �e w ow LIJ UJ z U) ca Z m Z03:2 6gooW20-1110m Ca LL U) 0 (1) 1Lou Zw w cr- Lu :r w z >- 0 Z>02z0xww T<E000 W2Z w co �2 �- 3: a Z , oouj w a u- �- z czo E 0!�: < 40 cod W (D cy) cl �_ C3 cLnu L_uj o 9, Z (D c) oz Z_ w 0 < I<x ul -wr 6 12-5 00 w C/) C,4 (L vm, u- '.� 6 2 a_ < Z CA uj w Qmwiw=owo< " 02: czo o 8: W. Z. (o 01 i=_- Z< wo < 0 U- a:z-Kv:iTzoz2ow tfJ C) 0 :7c a >w W� L'L 0 CN 2 0,1 6 >W- Mw mw CL c6m 0 m F W, U __<o Q WX > z < r�wu�re®isw�w 9®0 0=2TWi z t- = > u - w w --) -w><LLH w tY > w �m_ I=n) oz czfl eei Lo 0 co 0�_ w o in IP j w ; a- F- ui w 0 1 Oz u) >_ U) 0 0 D I T 1 Lu � I CL 359 PAW Slot. DRIV U �c APE 7 -/Iv ^ % W 80 6' Zz 81, j Ld U') 0) 06 -� Z 0 Z C) CL V) x Lli Ld HORIZONTAL: 1 " =50' VERTICAL: If ^ v 0) Z C:) LL z 0 Z w uj < > I e00% >w kml) < ^04 ILLM W LL 5 0 C14 o -0 CL uj LAJ LL_ 0 w ry LLJ z > z < oj v j C) U) 0 0 (N n F- Lj_j LLJ V) 0 0 n V) 0 0 49.26' ON CURVEON 29.86' CURVE ry LL V" 0 -4- 1111_113� (.0 w CD c_> u� Lo n w 0 m ui �w to _j Lo ui Lo _jm U -J co Lo (6 ul) F- aoq clq C) ILL Q > 1_01 w --) u - w tY eei Lo rei a I CL 359 �! Z 359 ...........................�611 to .................................................. co U- 'GROUND ............. to.uj .... ...... cli 4XISTINGP?OFIZE 00-,0Lo_ . . . - - - -. . . . . . . . . . . . . . . . . . . . . . AT CENTERLINE +-6 . . . . . . . . . . + 357 ........................................................................................... -0.5nw ................ ................................. .............................. .......... "A"' or fZ0#f1K'PR0RLi- SEE NOTE ABOVE 355'. .................................................................................... 355 9+00 10+00 11+00 12+00 13+00 14+00 15+00 NORTH FLOWLINE PROFILE 29.52' i ON CURVE Q cv_ I -q- " 0 c11 w c -,x o -) (o co 11 X 00 0 n as 0- CN L6 tot 1�t :f po wi 1_: ui U-) X V) vi Lo n uj co Lo vi Lo V) C14 Pe) -ant'-) r*1 . 5 00 < 359 m 00 .00 &+ . cp CN + ��6 cli 04 --u 359 ......................... -i L- -i u- ........................................................ to C'� u- ........................................................ r ............ N t4j cq U-) co 00 m C/r EXISTING GROUND PROFIZE. In Lo** (o A . . . . . . . . . . . . . . . . . . . . . . . . . A -T -CEN-TE-RZ-1NC . . . . . . . . . . . . . . . . . . . . . . + EO . . . . . . . . . . . 357' .................. * ................................................... re ........... 357 ............................................................ ....................... +Oo2O% ...... -+0 .20% SEE NOTE ,PA„ ABOVE 355 ............................................... +0.20% ROKIK- PROFILE. 355 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE S 4 � ", 1 0 If ^ v 0) Z C:) LL z 0 Z w uj < > I e00% >w kml) < ^04 ILLM W LL 5 0 C14 o -0 CL uj LAJ LL_ 0 w ry LLJ z > z < oj v j C) U) 0 0 (N n F- Lj_j LLJ V) 0 0 n V) 0 0 ry LL V" w 0 w 0 EL z (9 z W z I F- W C) ILL Q > W w --) u - w tY 0 z a I CL If ^ v 0) Z C:) LL z 0 Z w uj < > I e00% >w kml) < ^04 ILLM W LL 5 0 C14 o -0 CL uj LAJ LL_ 0 w ry LLJ z > z < oj v j C) U) 0 0 (N n F- Lj_j LLJ V) 0 0 n V) 0 0 n DATE 12/30/2014 PA JOB No. 13-2750H SHEET E 0 E 0 Ln OF 21 SHEETS V" iu z 0 u, n DATE 12/30/2014 PA JOB No. 13-2750H SHEET E 0 E 0 Ln OF 21 SHEETS l.W..G1 SI 2E SIGhl N T I)EUNEA110hi NOES 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 PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 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. EAYEMENI 12E A130bj LEGEhIg CD INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. Q REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW © INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. .C- INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ,AeO- INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL "YIELD" LEGEND AS SHOWN 1 111 INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F "AAA INSTALL YIELD LINE MARKING PER A24D & RSP A24E 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. 00, 0 k�m®► r TEMPORARY BARRICADE ON SKIDS REMOVE t WITH CONSTRUCTION OF WINDERMERE TO SOUTH O � Ile ;p r � f FUTURE RESIDENTIAL Y SEPARATE PLANS) R26 CA+ BELOWSIGNATURE HORIZONTAL ND r GEOMETRY 1 PORTERSTRIPING & SIGNAGE FOR ROUNDABOUTS ELEVATION AND PROFILE DESIGN PREPARED BY s ASSOCIATES, WINDERMERE STREET SEE BELOW i Hall-, .1 Ij Jill 44 t t t r R1-2 -- 40 R6 -5P sum ,""""'„„m 85+53.58 � son WINDERMER } $ (SOUTH) NONE t mons �` 40 R1-2 t R6 -5P v e { CA R1-2 R6 -5P ' � ((jjf� ► r ltLl� fill�« �- STRIPING PER WHITE LANE STREET IMPROVEMENT PLANS, TYP. 106 i -L 2 "Y75,. f V titi' UOKerSfleia, I.auornia y..)JV 1 ..... . •,". •• ®•.. REGISTERED CIVIL ENGINEER DATE (661) 327-1969 FUTURE PARK SITE (BY SEPARATE PLANS) (BY SEPARATE PLANS) AAAAd R6 -5P \ 'TATIO"' UU Z5 N" "5r%+'e%`k 15b'ft+r'^ v.ou <�AskAMff i ! ! i ! , i ! ! i ! f i ! i I i i I i ! i i ! r FUTURE TRACT 7245 (BY SEPARATE PLANS) STATION 85+50 - 95+00 ERMERE bAo"6TREE 1►[�-1�1�1��' ' e1� W2-6 -1SamslowMumma V w�lu_ U- ncivo mocn W2%E wzw u.'--a���=boa. wldzF`zwW=2 nCcnu,z(�i)>��"¢ `�"-o��oo �uic> ztwF;z�c?��zm 0 LL w �z�F—=-F=-�nz. vaw��'c0irCQ caz0 zzo`d"wzzo�rr 2 owQp p W W>Q -jp?l Z �w— � OQoou_K--FZw� cnt- ©o�¢�„au�,,zcaQ CL C zou.ow?ww o< aZ�pwoo� .0wvzz"o Z) 0Yzw<O Uj zZ 6K0w}-w86wU- > o z�o0M F-- Kazv_cnw=crw �¢© >a�0Wr 01 0UjOcrcr-LU m w ®u. z>_w 513) wwvowz (�-tn S19bi LEGENOT Q EXISTING SIGN TO REMAIN. ® INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS ONE POST -�- SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) SIGN QQDE:j SNS N STREET NAME SIGN SNS -METRO N METRO STREET NAME SIGN OM4-3 - RED DIAMOND OBJECT MARKER R1-1 - STOP SIGN R1-2 - YIELD SIGN R6 -5P - ROUNDABOUT SYMBOL R26(CA) N NO PARKING ANYTIME W2-6 N CIRCULAR INTERSECTION W3-1 - STOP AHEAD W3-3 N SIGNAL AHEAD W16 -17P - ARROW SYMBOL W31 (CA) N END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LODEN '�lllll III 1 � � i R1-2 R6 -5P r r Ar 1 HORIZONTAL.: 1"=50' � r r r tr � r t LODE DlV� �;' �'-- � � 0 o .�. t'") .E o Z W M co t!a tU X Q C[ W aD N W N M 06 Z d a)� c\I Zcy) W �-- r - N ® CSS N CL o w W O CL W \i �' w LLU \ it z 1 0 W 1 s BELOWSIGNATURE HORIZONTAL ND r GEOMETRY 1 PORTERSTRIPING & SIGNAGE FOR ROUNDABOUTS ELEVATION AND PROFILE DESIGN PREPARED BY s ASSOCIATES, WINDERMERE STREET SEE BELOW i Hall-, .1 Ij Jill 44 t t t r R1-2 -- 40 R6 -5P sum ,""""'„„m 85+53.58 � son WINDERMER } $ (SOUTH) NONE t mons �` 40 R1-2 t R6 -5P v e { CA R1-2 R6 -5P ' � ((jjf� ► r ltLl� fill�« �- STRIPING PER WHITE LANE STREET IMPROVEMENT PLANS, TYP. 106 i -L 2 "Y75,. f V titi' UOKerSfleia, I.auornia y..)JV 1 ..... . •,". •• ®•.. REGISTERED CIVIL ENGINEER DATE (661) 327-1969 FUTURE PARK SITE (BY SEPARATE PLANS) (BY SEPARATE PLANS) AAAAd R6 -5P \ 'TATIO"' UU Z5 N" "5r%+'e%`k 15b'ft+r'^ v.ou <�AskAMff i ! ! i ! , i ! ! i ! f i ! i I i i I i ! i i ! r FUTURE TRACT 7245 (BY SEPARATE PLANS) STATION 85+50 - 95+00 ERMERE bAo"6TREE 1►[�-1�1�1��' ' e1� W2-6 -1SamslowMumma V w�lu_ U- ncivo mocn W2%E wzw u.'--a���=boa. wldzF`zwW=2 nCcnu,z(�i)>��"¢ `�"-o��oo �uic> ztwF;z�c?��zm 0 LL w �z�F—=-F=-�nz. vaw��'c0irCQ caz0 zzo`d"wzzo�rr 2 owQp p W W>Q -jp?l Z �w— � OQoou_K--FZw� cnt- ©o�¢�„au�,,zcaQ CL C zou.ow?ww o< aZ�pwoo� .0wvzz"o Z) 0Yzw<O Uj zZ 6K0w}-w86wU- > o z�o0M F-- Kazv_cnw=crw �¢© >a�0Wr 01 0UjOcrcr-LU m w ®u. z>_w 513) wwvowz (�-tn S19bi LEGENOT Q EXISTING SIGN TO REMAIN. ® INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS ONE POST -�- SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) SIGN QQDE:j SNS N STREET NAME SIGN SNS -METRO N METRO STREET NAME SIGN OM4-3 - RED DIAMOND OBJECT MARKER R1-1 - STOP SIGN R1-2 - YIELD SIGN R6 -5P - ROUNDABOUT SYMBOL R26(CA) N NO PARKING ANYTIME W2-6 N CIRCULAR INTERSECTION W3-1 - STOP AHEAD W3-3 N SIGNAL AHEAD W16 -17P - ARROW SYMBOL W31 (CA) N END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LODEN '�lllll III 1 � � i R1-2 R6 -5P r r Ar 1 HORIZONTAL.: 1"=50' � r r r tr � r t LODE DlV� �;' �'-- � � 0 o .�. t'") .E o Z W M co t!a tU X Q C[ W aD N W N M 06 Z d a)� c\I Zcy) W �-- r - N ® CSS N CL o w W O CL W a LL w z 0 w W �' w LLU � m w z W z 0 W DATE 1213012014 PA JOB No. 13-2750H SHEET 0 E O Ln N OF 21 SHEETS ROADS1SI!QN & PAYEMENI, DELINEA130 b]QIMS 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 PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH--02ALKYD 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. 510 L0200 EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS ONE POST - w SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) SIGN , QD_E_ SNS N STREET NAME SIGN SNS --METRO N METRO STREET NAME SIGN OM4--3 N RED DIAMOND OBJECT MARKER R1-1 - STOP SIGN R1-2 N YIELD SIGN R6 --5P - ROUNDABOUT SYMBOL R26(CA) N NO PARKING ANYTIME W2---6 N CIRCULAR INTERSECTION W3--1 N STOP AHEAD W3-3 N SIGNAL AHEAD W16 --17P w ARROW SYMBOL W31(CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. G 47+08.72 f'n _4 I� 0 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN(:)INDICATES DETAIL NO. ON STANDARD PLAN. REMOVE * t PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING r CONFLICT CONSTRUCTION »! w y PAINT E A NOSESi II INSTALL 12" WHITE DIAGONALS AS SH• • INSTALL • IV(R) WHITE ARROW wr• CENTERED LANE X SHOWN. INSTALLINSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. STOP "STOP" LEGEND A SHOWN INSTALLSTOP "STOP AHEAD" LEGEND A S SHOWN AHEAD l YIELD INSTALL D'SHOWN 1111 INSTALL CON11NENTAL AAAAA X LL YIELD LINE ♦ r. CROSSWALKING PER A. 4 1r i r r. y NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD COND111ONS BE CHANGED, X. REVISED STRIPING PLAN .A SHALL 'r SUBMITTED CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. l'AMC SI!GbIAL LWES1e' CONTRACTOR SHALL INSTALL NEW TYPE "C" DETECTOR LOOP PER ITY ENGINEER. DETECTOR LOOPSSHALL INSTALLED PER A STANDARD y■ rD PLANS, CURRENT EDITION. EXISTING •~.!' PROTECT PLACE. DETECTORCONTRACTOR SHALL INSTALL NEW TYPE "D" DETECTOR LOOP PER CITY ENGINEER. LOOPS SHALL BE INSTALLED PER y TRANS A AX r! PLANS, wwENT EDITION. TEMPORARY BARRICADE - ON SKIDS REMOVE WITH CONSTRUCTION MUIRLANDS PARKWAY TO THE WEST m � SEe l SHEET �EET .\40 Tool------'--_ W31(CA) {2)OM4- W2--6 W16 -17P TEMPORARY BARRICADE ONS SKIDS REMOVE WITH CONSTRUCTION WINDERMERE TO THE SOUTH t , illy s � �f ! f URE TRACT 7245 ARA TE FLANS � 1 1 l I l 1 t l J � 1 1 � 1 1 1 i 1 1 1 t 1 � i f 1 I 1 1 1 ' ([3'y CEPA 1 A TFLANS HORIZONTAL: 1"=50' BUENA VISTA ROAD l M m MA 2 TrP III III I i II If III III I11 IU II ■ A i' R2fi CA t 8 W2-6 W16 --17P - 1 > r f f � f t f 1 f t 1 I I � f f t i f i -7245 -OAS) SEP N \\ �bib 38 r ®dv tw--jo worn ZO{nw wzw—►- twnawow��"�"za=-aw 4�r�i I r Oz zcrwwp of CO wzr0n>t� ao wcc ;cn�zQ �wE-wQQoLL a- z- ¢,a zU w 120-0�, 0LDLjj 1��UUj)g^ cz ¢'p -E3:0 c°>°cwU In UjcrUjw cy zc� Cz—��QOc�n'0zo 0a —� #*- - ua w >- W> V5 t!? QG v w 2ZZQ ¢ F„tazwo m urhau- —<z w 201— <t -j o �0 z cw zf)-j0z> iw�¢0ww=0250 ,pw-z0Rzawwwowoz< !;�waZ=vaz2LL 6 Uwh-�v.�Ow F- u zgc,, �w w 0 a m'w w 0w wra><0 ww20 �wDmZ! 88650 c�rnwmDzQ¢0 c, Zp_c.»wx irLu Z --s>aJ�U- <03: [�w< U-Z� W F- X—w0m wdau-z?(11 �mavi >>=w—cncn— co 0 uawc�wZu>>-`n =:t�--aa O lww<t.x ® QgpESS/pal s c� cn No. C58155 a Exp. 6-30-16 * 1600 30th Street, Suite 260 Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE OF CALK' (661) 327-1969 * R6 --5P R26 CA am -' i r nowR1-2 40 \l 66 - r'\ 161 R6 -5P �: `� W2--fi _ .- - --A A, \ W16 --17P 162 16 164 \� 961+34.86C 1 — R26(CA). \ 161 +88.9 a d BC \ 1 40 m-IR1--2 R26 CA R6— P mom -------------------------- R6 5p -------- -- - _ __ -- 7288\ l SEP HORIZONTAL. 1"=50* E3 TAT I U00*Mki Ia 5 bo""+50& 170+Z80HIL m m NIL 1--K-Souf 1111 ut"NmF %W%ft; PAi xFx L. -I i %I V ARE OR f t cy) CM3? L0 �a wz. s.' w C.? >/ p_- ii t�YO 'I W X 0 q - LL "Y cc m N W N M 06 Z (1) O i` Lij W r - N ce O N r -- i Z ' 44® 2d Air . i 4 f .u- R1-2 t R6 -5P C $9 00 Arg 0,x,00• ��5 t pK m-iRl-2 a .\40 Tool------'--_ W31(CA) {2)OM4- W2--6 W16 -17P TEMPORARY BARRICADE ONS SKIDS REMOVE WITH CONSTRUCTION WINDERMERE TO THE SOUTH t , illy s � �f ! f URE TRACT 7245 ARA TE FLANS � 1 1 l I l 1 t l J � 1 1 � 1 1 1 i 1 1 1 t 1 � i f 1 I 1 1 1 ' ([3'y CEPA 1 A TFLANS HORIZONTAL: 1"=50' BUENA VISTA ROAD l M m MA 2 TrP III III I i II If III III I11 IU II ■ A i' R2fi CA t 8 W2-6 W16 --17P - 1 > r f f � f t f 1 f t 1 I I � f f t i f i -7245 -OAS) SEP N \\ �bib 38 r ®dv tw--jo worn ZO{nw wzw—►- twnawow��"�"za=-aw 4�r�i I r Oz zcrwwp of CO wzr0n>t� ao wcc ;cn�zQ �wE-wQQoLL a- z- ¢,a zU w 120-0�, 0LDLjj 1��UUj)g^ cz ¢'p -E3:0 c°>°cwU In UjcrUjw cy zc� Cz—��QOc�n'0zo 0a —� #*- - ua w >- W> V5 t!? QG v w 2ZZQ ¢ F„tazwo m urhau- —<z w 201— <t -j o �0 z cw zf)-j0z> iw�¢0ww=0250 ,pw-z0Rzawwwowoz< !;�waZ=vaz2LL 6 Uwh-�v.�Ow F- u zgc,, �w w 0 a m'w w 0w wra><0 ww20 �wDmZ! 88650 c�rnwmDzQ¢0 c, Zp_c.»wx irLu Z --s>aJ�U- <03: [�w< U-Z� W F- X—w0m wdau-z?(11 �mavi >>=w—cncn— co 0 uawc�wZu>>-`n =:t�--aa O lww<t.x ® QgpESS/pal s c� cn No. C58155 a Exp. 6-30-16 * 1600 30th Street, Suite 260 Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE OF CALK' (661) 327-1969 * R6 --5P R26 CA am -' i r nowR1-2 40 \l 66 - r'\ 161 R6 -5P �: `� W2--fi _ .- - --A A, \ W16 --17P 162 16 164 \� 961+34.86C 1 — R26(CA). \ 161 +88.9 a d BC \ 1 40 m-IR1--2 R26 CA R6— P mom -------------------------- R6 5p -------- -- - _ __ -- 7288\ l SEP HORIZONTAL. 1"=50* E3 TAT I U00*Mki Ia 5 bo""+50& 170+Z80HIL m m NIL 1--K-Souf 1111 ut"NmF %W%ft; PAi xFx L. -I i %I V ARE OR f t cy) CM3? L0 �a wz. s.' w C.? >/ p_- ii t�YO 'I W X 0 q - LL "Y cc m N W N M 06 Z (1) O i` Lij W r - N ce O N r -- W vi > zc:) < c:) C**4 <CL > - T� U) w Dr L.Lj Q �..� CL t U) w W z LLr--% w Q LAM 1 tNI00 -- j W ILL. d W D ^00LL.N e1W1, „ r a N z IngZ wit z tZ _Z z F- V) rn 1 %0 sopL-1 C) tj I I to 0 0 r - N r - i F -- w w F- V) 0 0 c� C!3 Z Q n 0 0 to Z 0 w w a tY � W w CC w = w m W w W z w I U. w a 4 a W vi > zc:) < c:) C**4 <CL > - T� U) w Dr L.Lj Q �..� CL t U) w W z LLr--% w Q LAM 1 tNI00 -- j W ILL. d W D ^00LL.N e1W1, „ r a N z IngZ wit z tZ _Z z F- V) rn 1 %0 sopL-1 C) tj I I to 0 0 r - N r - i F -- w w F- V) 0 0 c� C!3 Z Q n 0 0 to Z 0 w DATE 12/30/2014 i PA JOB No. 13-2750H 41 SHEET a E 0 Ln N OF 21 SHEETS CONs,muo-ON NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 F-31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE -A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAP PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% EC 1' RAD. 9.00' LT AC ELEV=53.66 TC ELEV= 54.49 RiTURE RESIDLENTiAL (BY SEPARATE PLANS) TAPER "A" CURVE TABLE STATION V M., mmml�-, 9.00' RT 102+70.94 8.86' RT 102+78.44 8.44' RT 102+85.94 7.73' RT 102+93.44 6.75' RT TANGENT 103+23.44 2.25' RT 103+30.94 Iwo RT 103+38.44 0.56' RT 103+45.94 u 0.14' RT 103+53.44 H-0.00 9.00' LT am= ISI . tt ���� :� tt tt I� TAPER "A" TABLE STATION OFFSET 102+63.44 9.00' RT 102+70.94 8.86' RT 102+78.44 8.44' RT 102+85.94 7.73' RT 102+93.44 6.75' RT TANGENT 103+23.44 2.25' RT 103+30.94 1.27' RT 103+38.44 0.56' RT 103+45.94 u 0.14' RT 103+53.44 H-0.00 9.00' LT ....... .. STA. 103+53.44 END TAPER EC/BGN �TAPER 9.00' LT 10.00' LT AC ELEV=53.34 AC ELEV=53.55 TIC ELEV=54.17 . ........ 102 102+52.80 103 104 101 - . . . . . . . . . . . 2 100 \STA. 103+53.44 + END TAPER @ SEE TAPER TABLE "A" 0. 00' LT 99 AC ELEV=53.77 5- TC ELEV=54.60 2 98 CCD_ C4 p -1-4 STA. 102+52.80 EC 9. 00' RT P#4A5 J� AC ELEV=53.20 TC EL�V=54,03 T- I STA. 102+63.44 f BIGN TAPER 9.00' RT AC ELEV-53.22 TC ELEV=54.05 -7254 00 tC Ftj*TU TF- pk-ANS) my SF -P A C3 HORIZONTAL.: -S;rA. 94+ 88.71 AV% EC 1' RAD. '06" h TAA T I N V5+UU om 1 ub+uu p 9.59 RT AC's ELEV=53.66 TC \ELEV=54.4�) 1 1 1"=40' TAPER "B" TABLE STATION OFFSET 89+63.18 1.00' RT 89+70.65 0.84' RT 89+78.12 0.38' RT 89+85.60 0.41' LT 89+93.07 1.50' LT TANGENT 90+22.95 6.50' LT 90+30.42 7.59' LT 90+37.90 8.38' LT 90+45.37 8.84' LT 90+52.84 9.00' LT SIN is 11 ME EC 1' RAD. 9.00" RT AC ELEV453.41 TIC ELEV=54.2,� I sz!Bla TIC ELEV=54.21 1 STATION 85+50 - 95+00 INDERMERE STREET STA. 105+47.83 BC 5' RAD. 1 0.00' LT AC ELEV=53.95 TIC ELEV-54.78 105 @ 106 4 - BC 5' RAD. 0.00' LT AC ELEV=54.18 TC ELEV=55.01 WHITE LANE (BY SEPARATE PLi LoDiEN DRI dV CE LL, LL u80- LL WOO 0 C13 0 0 CL a w z w 0 w wcf) w w -J L cL<'8i-�;mzw?6 lx�w- o :w::.wxwz2mwp "- r0 �2 OLL- 'm 0 z w oI--W 2 ul Lu -r -<r z "co uj F- c, o Ww rL �,- w �a`�.00©woD�c��xq,'-o < 0 9 w <,2du"60< ow ,6 ww zww 0 a_ o oz _ z 0 w (L ual�ti1 wmz<E00�w2lZ-22 i=- 0 z 2 a 0 9 wm N§ <Z § C', Lou Wz '25- g z@9ww-joz> zwg,aT<F-00 < w a- ow wuU u- w- oz zo 2L < zcr-, T, a- o- I-- ow 8 9 2 6 < = w r 0 wz3t :iow<gu w 0 K Fn wm 2 2 2 wm<wzo<owa@:w*uo- CD 0- w n w w l8i zw F9 (j) z o 8 xw ow 8 3: > --i Ix LL o > FD o 55 < zcaxv�uux sur o���ww�w�m m�(D o - o=)z j-zoww wz to 0 =TDRTHuwjyz-o= EC 1' RAD. 9.00'L:F AC ELEV=53.66 -T-C--ELEV=54.49 � -gyp 95 ki z < Lu 0- j z :cNF W Lli STA. 94+88.71 EC 1' RAD. 9.59' RT AC ELEV=53.66 CN TIC ELEV=54.49 n co LAJ 0 (N cf) HORIZONTAL: 1"=40' < L oDEN 0 CNN c%f--DRIVE SHEC-r 17 41 0 L0 r-- T- Itt � i \NEER * k, owo uj u- 0 0 w W A OF 21 SHEETS W A OF 21 SHEETS OF 21 SHEETS a ! •G 1 M CONSTRUCT • M ♦.: CUTTER .. CONSTRUCTa i w CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN a i♦ CASE j TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) PLANS(LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAP BY OTHERS. 1) ALL,STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% 1 EC 103' --BC 1 6.00' LT AC ELEV=53.88/ TC ELEV= 54. u� ".... -._ �osLJ 6.00' RT AC ELEV=53.75 TC ELEV=54.58 f } } } I ( E TRACT 72881 j (BY SEPARATE PLANS) } f I AC ELEV=51.71 TC ELE\?=52.54 I WINDERMERE STREET SEE SHEET 1 f i } t t ,t v uj u_ w pc:50 w0cn m , t --ow - w®wet camLu cnwW¢�w �x a¢zv--;qtr 00 W, cwQ -v jE u'25oLL� 9wwt=-)zzu0wi-, fY t!1 ¢&©-a-�QdffiV Zz CLwZC6CtZO gC�00wo0®pm ww>- j L [E CONSTRUCT 6" ■ •. CUTTER ■ ~ C.O.B. M CONSTRUCT TYPE 'M*' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 CONSTRUCT r WHEELCHAIR RAMP y r r R CALTRANS REVISED STANDARD n ■ y A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) PROPOSED LANDSCAPED y ■r r a GUTTER) y y r PLANS y ir OTHERS. SLOPE1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. • i i i y f i 1 r � r f t rFUTURE TRACT 7245 t (BY SEP r APA T PLANS j f i j f r O .� 4- -_----____--- - 166 ' �-`----___ -_ 16 7 --- 2 sTA 000 � C • N6i+36.26 H "NDERMERE STREET SEE SHEE 169 =~ aT 26.32 C4 END TA ER B 1.00' LT L t r1 ( {{ I I { !{ !I I I FUTURE i ,1 (BY SEPARATE PLANS) STA. 51 +8_3.44-' STA. 54+22.01 EC 4' RAD. _-I-_-BC 4' RAD. 4.00' LT LT --- AC T AC ELEV-=54.40 AC ELEV=54.90 TC ELEV=55.23 e,. TC ELEV=55.73 N -6-o C1 a, C C1 - -- 5(-"-----� 51 .00 54+73.00 1 STA. 51+83.44 _ - _ - - STA. v4+22.01 y 4 _EC 4'_RAci--___ ______BC_4'_RAD. _______ 4.00' RT _ _________________ 4.00' R!1' ~\ / AC\,ELEV=54.40 AC EL&=54.90 { {{ TC CkEV=55.23 TC ELEV-55.73 ` { it I \ { { i I {{ { \FUTURE TRACT 7246i t # 1 BY SEPARATE PLANS r 1 .t ;-84 .� STa.1G� TRAM MAGEN 9.00' LT 1 'i�ELEv= 54.35 { ` � Tc ELEv-55.1 �-rA. 170+7$ �� { 4 tvI A CH 1 9.00, LT { AC ELEVr54.35 (DI _ TC ELEV= 55.18 s E)(ISTING IMPR®VEMENTS 169+97.48 C6 _ 170+78.70 TA SEE TAPER IMDLE C AC ELEV=x3.60 55. 9.00' RT TC ELEV= -- _ EL.E.v TC ELE V-- 54.43 TC ELE V- =. 53.89 - -- - -- TA. -170+348 PCC +____________________________________________________ __ f, - --_5 L54 I { ____-- AC ELEV 5.33 ii____________________T-____�______-_- f� TC ' (BY SEPARATE PLANS); r � f F14A '5E - \S 10- i 0.69' p AC ELEv-.54.40 TG ELEv 55.23 TA. �+72-04 EE CC pAD 10.5 54.37 AC ELEv_ 55 20 TC ELEV= HORIZONTAL: 1"=40' STA. 56+13.00 BC 4' RAD. i { 4.00' LT AC ELEV=55.35 i It TC ELEV=56.18 STA. 55+23.99 EC 4' RAO. 4.00' LT AC ELEV=55.15 j-' IT ^TC ELEV=5598 _.. �.17: I 1 f N i �00=o0 C1 - 56+63.00 rn 2 i STA. 5�+23.99 ECI 4' RAD 4. AC EL.EN�55.115 TC ELEV=55.98 STA. 56+13.00 l i i ti i i i j i i BC 4' RAD. 4.00 LT i ' AC ELEV=55.35 TC ELEV=56.18 { t { it { I i It it { } { i 1 11 { I i it {{ { } { 1 { 1 { 111 to go aim CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT c1 4.00' 12.57' 180'00'00" --- C2 1541.00' 672.62' 25'00'31" 341.75' C3 1559.00' 443.90' 1618'50" 223.46' C4 1549.00' 150.64' 5'34'20" 75.38' C5 4.00' 12.57' 180'00'00' --- C6 1 2.00' 4.78' 137'02'19" 5.08' C7 60.00' 43.66' 41'41'18' 22.84' C8 991.00' 188.66' 10'54'28" 94.62' C9 1009.00' 186.99' 10'37'06" 93.76' C10 1 2.00' 1 5.98' 17112'09" 26.00' STA. 56+13.00 BC 4' RAD. i { 4.00' LT AC ELEV=55.35 i It TC ELEV=56.18 STA. 55+23.99 EC 4' RAO. 4.00' LT AC ELEV=55.15 j-' IT ^TC ELEV=5598 _.. �.17: I 1 f N i �00=o0 C1 - 56+63.00 rn 2 i STA. 5�+23.99 ECI 4' RAD 4. AC EL.EN�55.115 TC ELEV=55.98 STA. 56+13.00 l i i ti i i i j i i BC 4' RAD. 4.00 LT i ' AC ELEV=55.35 TC ELEV=56.18 { t { it { I i It it { } { i 1 11 { I i it {{ { } { 1 { 1 { 111 to go aim cin -1 1:4 512MEW1091M ZQn-� �G]wd O%6 zu.i5 `�t-m � omw��w � wzzz°Y zuR.j"'Q® tZU3sw�0>�°�t- 01) L0 Mo h Z-= C")ajdi .� r LLJ sun•i : ♦ 4i Q 4 t�Cwt° ZEE- Odd Qi� •: 1 :4)' M., I ■ ,:� t O 0 !:/ •: i# am V uj LL- LL LL wa:00 Lu0� ZQn-� �G]wd O%6 zu.i5 `�t-m � omw��w � wzzz°Y zuR.j"'Q® tZU3sw�0>�°�t- 01) L0 Mo h Z-= C")ajdi .� r LLJ ujw=��u5z!�Zm Z p Q 4 t�Cwt° ZEE- Odd Qi� ca-op®2 ;F Ci t N Xt'Ft.gLz@ c6w�w,vuU)0mz0 06 s- LL V5z'Sd t- 65 Z C6 ww>-pc?c=i�� mu,zCuv,e6ii-wo w Ln N < '-- o o � W -`-% tt) Lu u- �.. ®O <3: © zngow 0- 91 Z � p dsr�1ozvnow � N pwwco11 Lu Owca<E Z +.� co W O�x w a�z.zaw.:-w>Oco r- C4 �' a (o �dji4w Qodc w tyi�Zww'Sh-ztJ)(�o ow.<2ul QOwin O N w 1 c6 �cAw�ow Cw» �z.aC„�Op z®sc?rr�w�c �w w zf-s�n ovwi� �. 00w©WLwU=wom '�'<a Z>wcw8pmm� J 09(wn8-(D�ZZwW STA. 47+08.72 ulw03w( g con> -m Z Fes-Fes-0CLFes-O0wd� GN MEDIAN AA FUTURE PARK SITE (BY SEPARATE PLANS) O STA. 48+99.09 BC 1' RAD. 9.00' LT AC ELEV=53.79 TC ELEV=54.62 STA. 47+08.72 9.00' LT AC ELEV=53.33 TC ELEV= 54.16 c8 48 Li +0� _" `° c9 2 Q 4 0 t NX W- STA. 48+94.04 w w = �. 0 J m STA. 47+08.72 TC ELEV=54.52 Z w GN MEDIAN AA F - W 0~� ® cn w w TC ELEV=54.04 w a al FUTURE PARK SITE (BY SEPARATE PLANS) O STA. 48+99.09 BC 1' RAD. 9.00' LT AC ELEV=53.79 TC ELEV=54.62 STA. 47+08.72 9.00' LT AC ELEV=53.33 TC ELEV= 54.16 ro'y HORIZONTAL: 1"=40* 8 sem^ � I --- I c8 48 +0� _" `° c9 2 STA. 48+94.04 BC 1' RAD. 9.00' RT AC ELEV=53.69 STA. 47+08.72 TC ELEV=54.52 GN MEDIAN AA 9.00' R T 0~� AC ELEV=53.21 W TC ELEV=54.04 ro'y HORIZONTAL: 1"=40* 8 sem^ � I --- I a_ DATE 12/30/2014 i PA JOB No. 13-2750H SHEET aEi O i a N OF 21 SHEETS z 0 W a_ DATE 12/30/2014 i PA JOB No. 13-2750H SHEET aEi O i a N OF 21 SHEETS Ilk A i ®1? ESS` ` ����" ati�� 1 4 Cl +� Q1 ren c� No. M1155 ;U Exp. 6- 16 a �, 1 800 30th Street, Suite 260 ��,��. ` Bakersfield, California 93301 EGISTERED CIVIL ENGINEER DATEOF Cpt„1� (661) 327--1969 STA. 49+00.00 EC 1' RAD. 4.19' LT AC ELEV=54.28 (LS} TC ELEV 1 55.11 SC 215' RAO. 4.00' LT -4,00' RT AC ELEV=54.34 TC ELEV=55.17 EC 215' RAO. 4.13' LT -4.13' RT AC ELEV=54.32 TC ELEV-55.15 BC 1' RAD. 5.19' LT AC ELEV=54.26 TC ELEV= 55.09 STA. 48+92.83 BC 100' RAO. 5.00' LT AC ELEV=54.28 TC ELEV=55.11 /LS} J 1 fA. 4?5-l-y4.LS'L \ ANGLE PT. 2.00 LT AC ELEV=54.37 TC ELEV= 55.20 STA. 48+92.85 BC 100' RAD. 5.00' RT AC ELEV= 54.28 TC ELEV= 55.11 STA. 48+93.81 BC 1' RAD. 5.00' RT AC ELEV=54.27 TC ELE V= 55.10 D STA. 48+94.82 EC 1' RAO. 4.00' RT AC ELEV=54.30 TC ELEV=55.13 . v 1 R STA. 94+88.71 • , EC 1' R:AD STAB 94Y +92. 8 9.59'AC ANG E� P1�. a > ELEV=52.50' RT ELEV *3.78- b' C31 ,TC TC ELEV=5AC ELEV=54.61 , p f STA. 94+8 ¢ ° STA. 94+87.58 BC 1 RAD. 1b ' A �E T. 8.60' RT A C2� A' 2.51' RT AC EbLE V= 53.80 AC ELEV=53.68 TC ELE V= 54.51 TC ELEV=54.63 STA. 94+77.57 EC 1' RAD. R 10.49' RT �• i• i i i ��� i• m TC ELEV=54.57 to � (p U) c� ® STA. 94+76.77 w W w it BC 1' RAD. + (f� }-. > + !I I! 11.47' RT �- > > @AC I � > w -j w w d. °' ,� iii � ' •/ w w o as ii •I i•' . li ����� 1111• i 1 � • AMI i � i • i i _ i BC 1' RAD. 5.19' LT AC ELEV=54.26 TC ELEV= 55.09 STA. 48+92.83 BC 100' RAO. 5.00' LT AC ELEV=54.28 TC ELEV=55.11 /LS} J 1 fA. 4?5-l-y4.LS'L \ ANGLE PT. 2.00 LT AC ELEV=54.37 TC ELEV= 55.20 STA. 48+92.85 BC 100' RAD. 5.00' RT AC ELEV= 54.28 TC ELEV= 55.11 STA. 48+93.81 BC 1' RAD. 5.00' RT AC ELEV=54.27 TC ELE V= 55.10 D STA. 48+94.82 EC 1' RAO. 4.00' RT AC ELEV=54.30 TC ELEV=55.13 BC 1' RAD. 5.65' LT AC ELEV=54.23 TC ELEV=55.06 STA. 49+10.82 STA. 49+26.43 BTA. 49+U4.62 ANGLE PT. U� 2.00' RT AC ELEV=54.29 TC ELEV=55.12 (LS} 2.00' RT AC ELEV=54.31 TC ELEV--=55.14 C11 STA. 49+05.69 BC 100' RAO. 5.83' RT AC ELEV=54.21 TC ELEV=55.04 STA. 49+04.82 R STA. 49+30.42 EC 3' RAD. 7.66' LT AC ELEV=54.25 TC ELEV= 55.08 STA. 49+30.42 EC 3' RAO. 7.66' LT AC ELEV=54.21 TC ELEV=55.04 STA. 49+26.43 BC 3' RAD. 10.81' RT AC ELEV=54.09 TC ELEV=54.92 STA. 94+81.47 BC 1' RAD. 9.50' LT AC ELEV=353.72 TC ELEV=354.551 STA. 94+60.2 E 3 AO. 0 13.89' LT AC ELEV=53.81 TC ELEV= 54.64 STA. 94+56.42 BC: RAD. 10.53' LT AC ELEV=53.90 TC ELEV=54.73 Com► C30 � A r 1 R STA. 94+88.71 • , EC 1' R:AD STAB 94Y +92. 8 9.59'AC ANG E� P1�. a > ELEV=52.50' RT ELEV *3.78- b' C31 ,TC TC ELEV=5AC ELEV=54.61 , p f STA. 94+8 ¢ ° STA. 94+87.58 BC 1 RAD. 1b ' A �E T. 8.60' RT A C2� A' 2.51' RT AC EbLE V= 53.80 AC ELEV=53.68 TC ELE V= 54.51 TC ELEV=54.63 STA. 94+77.57 EC 1' RAD. R 10.49' RT �• i• i i i ��� i• m TC ELEV=54.57 to � (p U) c� ® STA. 94+76.77 w W w to to BC 1' RAD. + (f� }-. > + !I I! 11.47' RT �- > > @AC I � > w -j w w d. °' ,� iii � ' •/ w w o as i • t i ����� 1111• i 1 � ' ! . • i • i i _ i BC 1' RAD. 5.65' LT AC ELEV=54.23 TC ELEV=55.06 STA. 49+10.82 STA. 49+26.43 BTA. 49+U4.62 ANGLE PT. U� 2.00' RT AC ELEV=54.29 TC ELEV=55.12 (LS} 2.00' RT AC ELEV=54.31 TC ELEV--=55.14 C11 STA. 49+05.69 BC 100' RAO. 5.83' RT AC ELEV=54.21 TC ELEV=55.04 STA. 49+04.82 R STA. 49+30.42 EC 3' RAD. 7.66' LT AC ELEV=54.25 TC ELEV= 55.08 STA. 49+30.42 EC 3' RAO. 7.66' LT AC ELEV=54.21 TC ELEV=55.04 STA. 49+26.43 BC 3' RAD. 10.81' RT AC ELEV=54.09 TC ELEV=54.92 STA. 94+81.47 BC 1' RAD. 9.50' LT AC ELEV=353.72 TC ELEV=354.551 STA. 94+60.2 E 3 AO. 0 13.89' LT AC ELEV=53.81 TC ELEV= 54.64 STA. 94+56.42 BC: RAD. 10.53' LT AC ELEV=53.90 TC ELEV=54.73 Com► C30 it LAJ-C32 1 R STA. 94+88.71 • , EC 1' R:AD STAB 94Y +92. 8 9.59'AC ANG E� P1�. a > ELEV=52.50' RT ELEV *3.78- b' C31 ,TC TC ELEV=5AC ELEV=54.61 , p f STA. 94+8 ¢ ° STA. 94+87.58 BC 1 RAD. 1b ' A �E T. 8.60' RT A C2� A' 2.51' RT AC EbLE V= 53.80 AC ELEV=53.68 TC ELE V= 54.51 TC ELEV=54.63 STA. 94+77.57 EC 1' RAD. R 10.49' RT �• C2 AC ELEV=53.74 z m TC ELEV=54.57 to � (p U) c� ® STA. 94+76.77 w W w to to BC 1' RAD. + (f� }-. > + !I I! 11.47' RT �- > > @AC I � > w -j w w d. °' W1J ELEV=53.72 TC ELEV=54.55 -► mww -J www �-z �v to tnd NQS- f vi¢ 04< (LS) j A W1 - No 0)w NtfJi4 N z cv > > (LS) • 1 R • , O � 4 a W • c w 1 R • w , O a W 4 � � w U - s _ A b a x � = �• r CL z m .12.50' LT AC ELEV=53.49 TC ELEV:= 54 32 a .D EC 3' RAD. C25 16.25' RT AC ELEV=53.78 TC ELEV=54.61 STA. 94+56.35 BC 3' RAD. 12.94' RT AC ELEV=53.90 TC ELEV= 54.73 EC 3' RAO. 12.94' RT AC ELEV=53.58 TC ELEV=54.41 STA. 93+14.34 BC 3' RAD. 16.25' RT AC ELEV=53.49 TC ELEV=54.32 EC 1RAD, ff 10.56' RT AC ELEV=53.41 TC ELEV=54.24 STA. 92+92.36 BC 1' RAD. 9.57' RT AC ELEV=53.43 TC ELEV=54.26 STA. 92+82.32 EC 1' RAO. 8.21' RT AC ELEV=53.38 TC ELEV=54.21 STA. 92+81.26 SC 1' RAO. 9.20' RT AC ELEV=53.36 TC ELEV= 54.19 STA. 92+74.48 , I CUNSTRUQT1®N N011 5 LculE0,10 °°o`er ,> a -04z LOU Q CONSTRUCT 6 CURB & GUTTER PER C.O.B. STD. DWG. ST -1. � w Z t �- ctwnmWcnww¢po ® CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST --3. (WIDTH VARIES) E - o g � � a z 3 CONSTRUCT ,WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN U. � m Q A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) Uj z o o o � � � 6 ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 o 0) w � U- E51 CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) z i= 0 0 o a ~ z w� LS �o0a0UjcgiWz ( ) PROPOSED LANDSCAPED AREA (BEHIND CURB &GUTTER} SEE LANDSCAPE © z a i ¢ .... �-.. +- = o e PLANS BY OTHERS. zoos -w o� uoUQ 0 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. z z o i a z O 2} SLOPE SHALL NOT EXCEED 2% z > Q `" ©�' ® �-w>ovzz 0w ®wzwgg�wE-uyo (02 OZ ZO um 0--z--� cnN= ©O�'s�'w��c3¢ `® zc cQao' 0n�zni:-1-* �a e a-Qa wO O v 8 Z s.s,l d zO u- �z�� Czz� l 0;'Z2w►-ww0w' ® a�cwn>'¢UwinO v o)w zZ-<wo ate, �ow0oXy C�csuomcz OJ \ Ilk. 00) wz \ �ito0wwswpm 0` ou.�"Uc"-'' --rte^ \ \ wo w z .J O x(�zo�dco>-w ® F-F-0CLE--voac¢� 5 \ 0 STA. 50+73.74 EC 3' RAD. 10.84' LT AC ELEV=54.12 TC ELEV=54.95 SC 3' RAD. 7.75' LT AC ELEV= 54.21 TC ELEV= 55.04 STA. 50+69.57 BC 3' RAD. 7.75' RT AC ELEV=54.11 TC ELEV=54.94 EC 3' RAO. 10.84' RT AC ELEV=53.95 TC ELEV=54.78 STA. 50+95.00 EC 1' RAD. 3.53' LT AC ELEV=54.20 TC ELEV=55.03 STA. 50+94.19 SC 1' RAD. 4.51' LT AC ELEV =54.18 TC ELEV=55.01 (LS) STA. 50+94.19 BC 1' RAD. 4.51' RT AC ELEV-=54.11 TC ELEV=54.94 STA. 50+95.00 EC 1' RAD. 3.53' RT AC ELEV=54.13 TC ELEV=54.96 I L!:!J 0 >j, � . R BC 1' RAD. 1.93' LT AC ELEV=54.23 TC ELEV= 55.06 STA. 51+06.08 EC 1' RAO. 2.92' LT AC ELEV=54.21 TC ELEV== 55.04/ (LS) STA. 51+06.08 EC 1' RAD. 2.92' RT AC ELEV=54.14 TC ELEV= 54.97 STA. 51+05.00 BC 2' RAO. 1.93' RT AC ELEV= 54.16 TC ELEV=54.99 STA. 51+18.16 BC 2' RAD. 1.99' LT AC ELEV=54.25 ITC ELEV=55.08 Wllrjvmi11 • BC 2' RAO. 1.99' RT AC ELEV=54.28 TC ELEV=55.04 ! Ru" UNDABOUT "A" DETAIL ISCALE: 1"= 10' co LOn 0 • C C7 Z ©�,, w �M {.i CO iu>< . ,L Z tY m N W oG,i Z O U3 N W Z C co N Q0 ® C0 N 0 �- tJ) z O a W w U - a w w = CL z m 1` w W w ® Uj w w w o as tJ) z O W DATE 12/30/2014 c� PA JOB No. 13-2750H c °' SHEET E O E 0 N '' DF 21 SHEETS STA. 86+54.77 EC 1' -BC 107' RAD. 9.24' RT AC ELEV=52.81 TC ELEV=53.64 STA. 86+62.10 EC 107' RAD. 9.00' RT AC ELEV= 52.79 'rr Ci cas-�-x c«y 2.49' R T AC ELEV=52.94 (LS) TC ELEV=53.77 STA. 86+58.60 ANGLE PT. 2.48' RT AC ELEV ==52.92 i d I..., TC ELEV= 53.75 EC 1' RAD. 9.00' LT AC ELEV=52.79 TC ELEV=53.62 SCSOIN. ■�;' .b"QIU CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. �. CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST --18 2 ❑ CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% j®�a • s ,or � c3`• 0 .r .. ■r .w ® �' •�`"'"` .r ■y ... o. w..rrrre ... ...�. Q 'TA. 86+53.70 EC 1' RAD. 8.24' RT C ELEV= 52.83 'C ELEV=53.66 STA. 86+43.67 BC 1' RAD 9.67' RT AC ELEV=52.85 TC ELEV=53.68 STA. 86+42.83 a► a 10 Oti STA. 86+26.75 EC 3' RAD. 14.67' RT AC ELEV=52.87 TC ELEV=53.70 C2 °> ° e. STA. 86+43.69 4 j ANGLE PT. > 5. ° D 2.51' LT b AC ELEV=52.97 TC ELEV=53.80 (LS) 47 # STA. 86+48.59 tK' �O ' > ANGLET. g�j„��L cA 2.50' LT C4 AC ELEV=52.98 TC ELEV=53.81 STA. 86+47.64 BC 1' RAD. 9.12' LT AC ELEV=52.85 TC ELEV-53.68 EC 1' RAD. 8.12' LT AC ELEV=52.87 TC ELEV=53.70 STA. 86+22.8'9 BC 3' RAD 11.38' R1 AC ELEV=53.0L TC ELEV=53.81 2 � t � STA. 153+04.65 w w LL t AC ELEV=53.40 4 LT TC ELEV=54.23 EC 1'-6C 107' RAD. i 1 i i TC ELEV=54.20 t AC ELEV=53.38 STA. 153+03.77 TC ELEV =54.21 BC 1' RAD, STA. 153+18.16 9,92' LT EC 107' RAD. AC ELEV=53.35 9.00' LT TC ELEV=54.18 AC ELEV=53.38 ! �. • !; ! l�ifit.�i f # #NMI Ii Mimi SCSOIN. ■�;' .b"QIU CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. �. CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST --18 2 ❑ CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% j®�a • s ,or � c3`• 0 .r .. ■r .w ® �' •�`"'"` .r ■y ... o. w..rrrre ... ...�. Q 'TA. 86+53.70 EC 1' RAD. 8.24' RT C ELEV= 52.83 'C ELEV=53.66 STA. 86+43.67 BC 1' RAD 9.67' RT AC ELEV=52.85 TC ELEV=53.68 STA. 86+42.83 a► a 10 Oti STA. 86+26.75 EC 3' RAD. 14.67' RT AC ELEV=52.87 TC ELEV=53.70 C2 °> ° e. STA. 86+43.69 4 j ANGLE PT. > 5. ° D 2.51' LT b AC ELEV=52.97 TC ELEV=53.80 (LS) 47 # STA. 86+48.59 tK' �O ' > ANGLET. g�j„��L cA 2.50' LT C4 AC ELEV=52.98 TC ELEV=53.81 STA. 86+47.64 BC 1' RAD. 9.12' LT AC ELEV=52.85 TC ELEV-53.68 EC 1' RAD. 8.12' LT AC ELEV=52.87 TC ELEV=53.70 STA. 86+22.8'9 BC 3' RAD 11.38' R1 AC ELEV=53.0L TC ELEV=53.81 2 r � � t � STA. 153+04.65 w w LL t AC ELEV=53.40 4 LT TC ELEV=54.23 EC 1'-6C 107' RAD. i 1 i i TC ELEV=54.20 t r � � t � STA. 153+04.65 w w LL EC 1' RAD. EC 1 AC ELEV=53.40 STA. 153+15.71 LT TC ELEV=54.23 EC 1'-6C 107' RAD. AC ELEV=53.37 9.03' LT TC ELEV=54.20 STA. 84+84.28 r EC 3' RAD. 14.67' LT AC ELEV=53.31 TC ELEV=54.14 a :r m STA. 15..5-t- vim. ANGLE T• 2.51' LT ACELEV= 53.50 TC ELEV=5+ 33 (LS) 1 STA. 152+99.70 ANGLE PT. 2.50' LT AC ELEV=53.51 TC ELEV--54.34 _ STA. 152+98.81 BC 1' RAD. 9.51' RT AC ELEV=53.38 TC ELEV =54.21 EC 1' RAD. 8.51' RT AC ELEV=53.40 TC ELEV=54.23 4 C26 i. ° . ti ; . °D C25 �- > 14, 64 o STA. 153+ ° ANGLE PT. IN i 2.50' RT 5 > AC ELEV--53.51 (LS) -- a TC ELEV=54.34 � """ 153+56.64 ' a �. CL INT. ®o > STA. 153-+-09.69 � ANGLE PT. 2.49' RT 4 AC ELEV=53.55 C23 TC ELEV=54.38 3TA. 153+10.66 EC 1' RAD. 9.00' RT AC ELEV=53.41 TC ELEV=54.24 \STA. 153+09.67 BC 1' RAD. 8.00' RT AC ELEV=53.43 TC ELEV=54.26 DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. o 0 LL� 05-50 Lu m .� z�Lu L.0 u�iuzj wCLt�- w ¢ "• z ,woo tfu0-Uziczo �Ocr oz0-�,-�=u;t� ww= -1u5adc�zm zF-Vp-wa©tit..ai�- w `[oawc�t�- z .-W§oarza�-a �wO�u.'s0d°pV cnw�wwwujmz0 ®Oc�i3O�0pc�t 0wQ50,ow - co0 Qac-azm2oow ao§z�a2r=m wu, n s O�zzocwla c�-00 �T<i w ZO azzaFw>©� vLu � zwd0Q > v O� t-- w u_ ccf)w51Z- �z0w 0ww>-Ouu...twMu'-1 s zOwc.�Oa.-F- QxwP how>_i C? <0x`.- W aw©wwwzwoco w, a2Wz>wm cul 0>-Ww 5w=22- a- w(3 a.°>F- wwvOusz¢05 (n STA. 153+14.68 1'' RAD. t STA. 153+04.65 8. 8.03 LT w LL EC 1' RAD. EC 1 AC ELEV=53.40 STA. 153+15.71 LT TC ELEV=54.23 EC 1'-6C 107' RAD. AC ELEV=53.37 9.03' LT TC ELEV=54.20 AC ELEV=53.38 STA. 153+03.77 TC ELEV =54.21 BC 1' RAD, STA. 153+18.16 9,92' LT EC 107' RAD. AC ELEV=53.35 9.00' LT TC ELEV=54.18 AC ELEV=53.38 STA. 15..5-t- vim. ANGLE T• 2.51' LT ACELEV= 53.50 TC ELEV=5+ 33 (LS) 1 STA. 152+99.70 ANGLE PT. 2.50' LT AC ELEV=53.51 TC ELEV--54.34 _ STA. 152+98.81 BC 1' RAD. 9.51' RT AC ELEV=53.38 TC ELEV =54.21 EC 1' RAD. 8.51' RT AC ELEV=53.40 TC ELEV=54.23 4 C26 i. ° . ti ; . °D C25 �- > 14, 64 o STA. 153+ ° ANGLE PT. IN i 2.50' RT 5 > AC ELEV--53.51 (LS) -- a TC ELEV=54.34 � """ 153+56.64 ' a �. CL INT. ®o > STA. 153-+-09.69 � ANGLE PT. 2.49' RT 4 AC ELEV=53.55 C23 TC ELEV=54.38 3TA. 153+10.66 EC 1' RAD. 9.00' RT AC ELEV=53.41 TC ELEV=54.24 \STA. 153+09.67 BC 1' RAD. 8.00' RT AC ELEV=53.43 TC ELEV=54.26 DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. o 0 LL� 05-50 Lu m .� z�Lu L.0 u�iuzj wCLt�- w ¢ "• z ,woo tfu0-Uziczo �Ocr oz0-�,-�=u;t� ww= -1u5adc�zm zF-Vp-wa©tit..ai�- w `[oawc�t�- z .-W§oarza�-a �wO�u.'s0d°pV cnw�wwwujmz0 ®Oc�i3O�0pc�t 0wQ50,ow - co0 Qac-azm2oow ao§z�a2r=m wu, n s O�zzocwla c�-00 �T<i w ZO azzaFw>©� vLu � zwd0Q > v O� t-- w u_ ccf)w51Z- �z0w 0ww>-Ouu...twMu'-1 s zOwc.�Oa.-F- QxwP how>_i C? <0x`.- W aw©wwwzwoco w, a2Wz>wm cul 0>-Ww 5w=22- a- w(3 a.°>F- wwvOusz¢05 (n � DAi�E 12130/2014 a i PA �:IOB No. 13-2750H °� SH E:IET v 0 Q O c11 '' OF' 21 SHEETS 6i 0 t > h u u- w w I - � w LL u- ate. a � DAi�E 12130/2014 a i PA �:IOB No. 13-2750H °� SH E:IET v 0 Q O c11 '' OF' 21 SHEETS 0 DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. c' "ESSI FREY ?" rn No. C58155 ;a EV. 6-30-16 1800 30th Street, Suite 260 Ivi Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE Op CALF 661) 327-1969 STA. 160+79.6 BC 105' RAD. 9.00' LT AC ELEV=51.72 EC 1' RAD. 8.30' LT AC ELEV=51.81 TC ELEV=52.64 STA. 160+87.61' BC 1' RAD. 9.30' LT AC ELEV=51.79 TC ELEV=52.62 STA. 160+88.70 ANGLE PT. 2.50' LT AC ELEV=51.92 (LS) TC ELEV=52.75 STA. 160+83.90 ANGLE F5T, 2.50' LT AC ELEV=51.92 r -A-1- TC ELEV=52.75 STA. 160+81.4Z__ ----- C1 i BC 109' RAD. 9.00' RT AC ELEV=51.79 STA- 160-F82.8c TC ELEV=52.62 BC 1' RAD 9.01' RT AC ELEV=51.79 TC ELEV=52.62 STA. 160+83.90 EC 1' RAD. 8.01' RT AC ELEV=51.81 TC ELEV=52.64 BC 1' RAD. 9.91' LT C ELEV=51.90 'C ELEV=52.73 EC 1' RAD, 10.89' LT AC ELEV=51.88 TC ELEV=52.71 5 2.50* RT AC ELEV=51.99 +00 TC ELEV=52.82 (LS) EC 1 RAD. 9.82' RT AC ELEV=51.85 TC ELEV=52.68 BC 1' RAD. 8.82' RT AC ELEV= 51.87 TC ELEV=52.70 Jr 2 01 STA. 6+51.95 QQNSj8UCjQN Z NO d2 U- 0 uaj: cu -3- UO- Uj 0 Oo coo 100' RA 0 EC 1' RAD. M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. W aw u0i Z 55 W co UUj U J W j 4.06' LT AC ELEV=52.71 C4 c 3.04' R T AC ELEV=52.71 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) mugfm� TC ELEV:=53.54 1 Nor; W CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN 0-<z0�zww*0 WW- wx -<r wz o> co P 02 STA. 6+52.51 EC 1' RAD. EC 1' RAD. A88A CASE "A-. (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 1-- �-OZ __j Ca 0, m �-- 0 < cr z W 'i 5.36' LT 3.04' RT FAI CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 -r 3w: -j V5 X: z co wow= j 2 w 8 < AC ELEV=52.73 > -5 AC ELEV=52.73 0 w w US T- 0= Uzj au)) ow 0 �- I.- w M W M TC ELEV=53.56 > TC ELEV=53.56 z CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) z 1-- 0 w ?i 0 U- STA. 6+51.33 1 C3 STA. 6+50.89 (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE w9000wgcnc00 W < 0 OM- �X- F- �X- -r czl��X§gRzcl' @ BC 1' RAF). C4 0 BC 1' RAD. PLANS BY OTHERS. <WO -LL3:oz>-w 4.44' LT AC ELEV=52.67 IT cD 1.97' RT AC ELEV=52. % 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W. uj -4 w w 0 (6 M Z 0 ©w z oz z 6 3�: - TC ELEV=53.50 to C ELEV=53. 2) SLOPE SHALL NOT EXCEED 2% 010'0.Q' -i a� p ® �; -'r 55 w LU lzn:c STA.6+41.35 0 STA. 6+ 0.82 U- W Uj > 0 0 co cr fy-- '. CZ0 Ei�,; 1' R�U 7.06' LT < 0- EC 1' RAD 3.780 RT cw, gg �w 2:0 w w LL i-zzUJF000cN AC ELEV=52.65 AC ELEV=52.65 0 0 §E < 'wm CWO L 4 OZ cz: I * TC ELEV= 53.48 (LS) TC ELEV=53.48 0, U3 < �- 0 0 Ems BC 1' RAD. 9.91' LT C ELEV=51.90 'C ELEV=52.73 EC 1' RAD, 10.89' LT AC ELEV=51.88 TC ELEV=52.71 5 2.50* RT AC ELEV=51.99 +00 TC ELEV=52.82 (LS) EC 1 RAD. 9.82' RT AC ELEV=51.85 TC ELEV=52.68 BC 1' RAD. 8.82' RT AC ELEV= 51.87 TC ELEV=52.70 Jr 2 POINT "A" POINT "B" POINT "C" STA. 14+59.31 STA. 14+53.36 STA. 14+53.36 ANGLE PT. ANULE PT. EC 1 " RAD. 2.50' LT 2.50' LT 4.01' RT AC ELEV=52.37 AC ELEV=52.41 AC ELEV=52.34 TC ELEV-53.20 TC ELEV=53.24 TC ELEV=53.17 4 TA. 6+61.66 01 STA. 6+51.95 QQNSj8UCjQN Z NO d2 U- 0 uaj: cu -3- UO- Uj 0 Oo coo 100' RA 0 EC 1' RAD. M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. W aw u0i Z 55 W co UUj U J W j 4.06' LT AC ELEV=52.71 C4 c 3.04' R T AC ELEV=52.71 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) mugfm� TC ELEV:=53.54 1 Nor; W CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN 0-<z0�zww*0 WW- wx -<r wz o> co P 02 STA. 6+52.51 EC 1' RAD. EC 1' RAD. A88A CASE "A-. (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 1-- �-OZ __j Ca 0, m �-- 0 < cr z W 'i 5.36' LT 3.04' RT FAI CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 -r 3w: -j V5 X: z co wow= j 2 w 8 < AC ELEV=52.73 > -5 AC ELEV=52.73 0 w w US T- 0= Uzj au)) ow 0 �- I.- w M W M TC ELEV=53.56 > TC ELEV=53.56 z CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) z 1-- 0 w ?i 0 U- STA. 6+51.33 1 C3 STA. 6+50.89 (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE w9000wgcnc00 W < 0 OM- �X- F- �X- -r czl��X§gRzcl' @ BC 1' RAF). C4 0 BC 1' RAD. PLANS BY OTHERS. <WO -LL3:oz>-w 4.44' LT AC ELEV=52.67 IT cD 1.97' RT AC ELEV=52. % 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W. uj -4 w w 0 (6 M Z 0 ©w z oz z 6 3�: - TC ELEV=53.50 to C ELEV=53. 2) SLOPE SHALL NOT EXCEED 2% 010'0.Q' -i a� p ® �; -'r 55 w LU lzn:c STA.6+41.35 0 STA. 6+ 0.82 U- W Uj > 0 0 co cr fy-- '. CZ0 Ei�,; 1' R�U 7.06' LT < 0- EC 1' RAD 3.780 RT cw, gg �w 2:0 w w LL i-zzUJF000cN AC ELEV=52.65 AC ELEV=52.65 0 0 §E < 'wm CWO L 4 OZ cz: I * TC ELEV= 53.48 (LS) TC ELEV=53.48 0, U3 < �- 0 0 POINT "A" POINT "B" POINT "C" STA. 14+59.31 STA. 14+53.36 STA. 14+53.36 ANGLE PT. ANULE PT. EC 1 " RAD. 2.50' LT 2.50' LT 4.01' RT AC ELEV=52.37 AC ELEV=52.41 AC ELEV=52.34 TC ELEV-53.20 TC ELEV=53.24 TC ELEV=53.17 4 TA. 6+61.66 01 STA. 6+51.95 QQNSj8UCjQN Z NO d2 U- 0 uaj: cu -3- UO- Uj 0 Oo coo 100' RA 0 EC 1' RAD. M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. W aw u0i Z 55 W co UUj U J W j 4.06' LT AC ELEV=52.71 C4 c 3.04' R T AC ELEV=52.71 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) U ( w co ca Lm w ca w -.j - i'- �� 20 L. w '�-On TC ELEV:=53.54 TC ELEV=53.54 STA. 6+51.95 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN 0-<z0�zww*0 WW- wx -<r wz o> co P 02 STA. 6+52.51 EC 1' RAD. EC 1' RAD. A88A CASE "A-. (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 1-- �-OZ __j Ca 0, m �-- 0 < cr z W 'i 5.36' LT 3.04' RT FAI CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 -r 3w: -j V5 X: z co wow= j 2 w 8 < AC ELEV=52.73 > -5 AC ELEV=52.73 0 w w US T- 0= Uzj au)) ow 0 �- I.- w M W M TC ELEV=53.56 > TC ELEV=53.56 z CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) z 1-- 0 w ?i 0 U- STA. 6+51.33 1 C3 STA. 6+50.89 (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE w9000wgcnc00 W < 0 OM- �X- F- �X- -r czl��X§gRzcl' @ BC 1' RAF). C4 0 BC 1' RAD. PLANS BY OTHERS. <WO -LL3:oz>-w 4.44' LT AC ELEV=52.67 IT cD 1.97' RT AC ELEV=52. % 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W. uj -4 w w 0 (6 M Z 0 ©w z oz z 6 3�: - TC ELEV=53.50 to C ELEV=53. 2) SLOPE SHALL NOT EXCEED 2% 010'0.Q' -i a� p ® �; -'r 55 w LU lzn:c STA.6+41.35 0 STA. 6+ 0.82 U- W Uj > 0 0 co cr fy-- '. CZ0 Ei�,; 1' R�U 7.06' LT < 0- EC 1' RAD 3.780 RT cw, gg �w 2:0 w w LL i-zzUJF000cN AC ELEV=52.65 AC ELEV=52.65 0 0 §E < 'wm CWO L 4 OZ cz: I * TC ELEV= 53.48 (LS) TC ELEV=53.48 0, U3 < �- 0 0 wwCL Z 0 00- w U- W 8 IZIC < 0 Lou 8 cz fzn 0 ;z LU z �E 'w ox w- J<O'W'- LL 3: �a- 2 mw T�c w>< 8< 08- U@) ow mw CJ) W ::) 3: z Lzu a w w 'w (Ox- STA. 6+29.25 4 STA. 6+29.08 C36 EC 3' RAD. a ww 0 0 w 19 -j I -- (90) OZ >< -<j EC 3' RAD. C3 7.90* RT z n 0 " a -wr OX a) w jx Uw w P -F a 11.80' LT AC ELEV-52.56 z > 0 3: 0 AC ELEV-52.56 TC ELEV=53.39 1�o>0�1 TC ELEV=53.39 0 %'%, wwowwl;�U-H cw�-Owwwuxiuiom :01) STA. 6+25.11 Q�cp m� a) STA. 6+25.11 0i wo SC 3' RAD. U>j aw u- z �E w m <I-- 0 (0 L�-) 5 z') 2 !�" R w m BC 3' RAD. 8.72' LT cr+ <cQ 4.78' RT AC ELEV=52.66 2 mw0wz-j 5 * `[rev -'W0 W 0 U' 0 ww(00wz;05> 3: c): T 0 w D At: ELEV=52.66 TC ELEV=53.49 i:z 0- 01 w, TC ELEV=53.49 < CL .......... BC 3' RAD. 10.81' LT AC ELEV=52.24 TC ELEV=53.07 A AMM i*s In STA. 14+84.79 SC 3' RAD. 10.81' RT AC ELEV=52.24 TC ELEV=53.07 STA. 14+64.23 EC 1' RAD. 5.85' RT AC ELEV-52.31 TC ELEV=53.14 - ----------- STA. 162+57.88 I ]IMIN W &VA m WA K • EC 1' RAD. 9.30' LT AC ELEV=51.84 TC ELEV=52.67 STA. 162+83.0-, SC 1' RAD. 10.29' LT AC ELEV=51.82 TC ELEV=52.65 STA. 162 ANGLE -PT - 2.52' LT AC ELEV-51.96 TC ELEV-52.79 (LS) STA. 162+78-99 ANGLE PT. 2.50* LT AC ELEV-51.3 TC ELEV= 52.976 STA. 162+93.C - BC 1' RAD. 8.13' LT AC ELEV=51.7, TC ELEV=52.6( C14 > -TA ' �" ,BC RAD• 10.r 0* RT 79 oAC ELE\,/'51. TO ELF -\/--52,62 STA. IrO2+79.0 EC 1* RAD. 9.0-7* RT .81 FLF _V- 51 AC F LE\,t,52.64 Tc EC 1 RAD' 9.13 LT AC ELF -\/,51.56 75 FC 109 9, 00' LT AC ELF -\J= 51.7 3 -TC ELEV=152.56 + W' ANGLE PT - 2.50 RT ELE\,/--51.88 AC -71 ELEV.- r> ' TC 5' - (LS) 163+00 AML -r- 2.48' R V-2 AC ELE.51-9 , -EC -110- 9.00 RT AC ELEV=51.79 Tc ELE\/=52.62 162+89.99 EC RAD - 9.04' RT F EL AC _V- 51.80 TC ELEv--52.63 BC 1 RAD. 8.03v RT .......... . .......... '000/ 2 .41 JJ# 44,04 SCALE: Va.." 10' U) Z 0 iii U) q- U - 0 w w z Z w z w 2 w r) U) > w U- w 0 g U- w 0- a < 0- U) Z 0 U) 12/30/2014 p AT F PA JOB No. 13-2750H c: SHEET E q) > 0 E 0 0 4 r 4 .. 2 EC, 49 4 AC , C.7AD• 0 7 STA. Tc A O' t RAD• 9. ®g Tc El/CV�S A/(r'' 4g x•6,2 p Q Jq�� �C ~_'`a'*0g �•SUCC �T95e4, t)�f it) "') ` Ac 9 4 �'4D. C r (C1 2Nj# 4r 7C BEV`5,3 T$T C W C2 54, 85 1 y S4• �> �� �. .. C3 sT as° Ec A. 4g � &.00,V c Q'=�d�� ga 4 D a p. ST°�• 49i^ 10 s ItS 7 PC �iV�: E' 45 &C4g g� p °� ' , �L��-54 84 9 , w,�.g a 6> Ac 0s TAD• g4 C9 , �-S t C8 AC 2.S�j. E'T Tc V� S3 S� C7 'S4.7'g Ac 2.47m �'T• STA rc a 8s 06 0 4.6g AC 54' SS h 2 CURVE TABLE PER C.O.B. STD. DWG. ST -1. M CONSTRUCT STANDARD i1 PER :• •OCT. M. ST -3. (WIDTH VARIES) w ¢o��Q� F=Z Z3 ao z a I-- a 0 x c6 W :W we cn 6 z p gg00%oo®ow -� �._ ww>->o9Fn� nc M ®TdpwwwZZoo co N Q�nz3200m W .�.; C4 H- ww_z-- © zagw �22> - . zwwP: ~ate 0) N ZOwww�w�Qa W U)r-- -z,Yx t .Ewozxo vM0WF._zw¢Ow t• LL -z 00 V a F- CL _ n.�cn>¢vwcn�0 � • ' � t I���i�IliY��� ® 4�ow8tJr1E2W-r.E-- •tcriz-.dww� O �w za=vow= 3:zV. r»©cwn� (L C��nwG®QCw1 U- �SU'Qm �, ti •f t�� tt < W -JL,wv o >r- u.,wUowz(Q�v>>- F �-Gt4F--o()C3WW'4:� � �IM tt .:MEMO t: t !t I M M-0 • I ���� t t �� t < t • AC 2.S�j. E'T Tc V� S3 S� C7 'S4.7'g Ac 2.47m �'T• STA rc a 8s 06 0 4.6g AC 54' SS h 2 IEE-14s7PAD 7'c 1z V::Ss R7` V-5460 4 STA. 76+44.84 EC 3' RAD. 7.05' LT AC ELEV=54.19 TC ELEV=55.02 STA. 76+41.00 BC 3' RAD. 10.23' LT AC ELEV=54.10 TC ELEV-54.93 STA. 76+25.35 EC 1' RAD. 6.90' LT AC ELEV=54.13 TC ELEV= 54.96 STA. 76+24.48 BC 1' RAD. 5.91' LT AC ELEV=54.15 TC ELEV=54.98 STA. 76+14.48 EC 1' RAD. 5.01' LT AC ELEV=54.17 TC ELEV=55.00 ANGLE PT. 2.50' LT AC ELEV••= 54.16 TC ELEV=54.99 p pp" 2TA. ♦• RAD. 1ppr! 8. 00' 4 ♦.33 •. TIC STA. 78+08.51 EC .. .. •.f• AC ELEV=54.30 TC ELEV=55.13 4 78+05.59 M 991' •. w • ,„ AC . . TC ELEV=5"5.'12- Afflow, � rr "x, z"Yp � ��i��5 �x�' PGG x 4%1, j' C28 G,ytiJ� 4 n �x j PO;t 'V x g- G ctk P' STA. 78+14.48 xp�& BC 1' RAD. 1$ 'C• k'^'2 7.99 RT ,s' g &• "1 AC ELEV=54,34 TC ELEV=55.17 1711v STA. 78+04.56 EC 1' RAD. �G 8.70' RT AC ELEV-54.32 TC ELEV=55.15 STA. 78+03.69 r BC 1' RAD. 9.70' RT AC ELEV =54.30 ' TC ELEV=55.13 STA. 77+87.25 13.17' RT AC ELEV=54.21, TC • Q®NSTBu.910N. ® NQTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) w ¢o��Q� F=Z Z3 ao z a I-- a 0 x c6 W :W we cn 6 z p gg00%oo®ow -� �._ ww>->o9Fn� nc M ®TdpwwwZZoo co N Q�nz3200m W .�.; C4 H- ww_z-- © zagw �22> - . zwwP: ~ate 0) N ZOwww�w�Qa W U)r-- -z,Yx F- Cq Q0 .Ewozxo vM0WF._zw¢Ow � Cts Of LL -z 00 V a F- CL _ n.�cn>¢vwcn�0 O N r' cnw� zdc zL5Cl ® 4�ow8tJr1E2W-r.E-- •tcriz-.dww� O �w za=vow= 3:zV. r»©cwn� (L C��nwG®QCw1 U- �SU'Qm (a. w`Z®off-2> La!Q W >>„wi-awow- G < W -JL,wv o >r- u.,wUowz(Q�v>>- F �-Gt4F--o()C3WW'4:� � IEE-14s7PAD 7'c 1z V::Ss R7` V-5460 4 STA. 76+44.84 EC 3' RAD. 7.05' LT AC ELEV=54.19 TC ELEV=55.02 STA. 76+41.00 BC 3' RAD. 10.23' LT AC ELEV=54.10 TC ELEV-54.93 STA. 76+25.35 EC 1' RAD. 6.90' LT AC ELEV=54.13 TC ELEV= 54.96 STA. 76+24.48 BC 1' RAD. 5.91' LT AC ELEV=54.15 TC ELEV=54.98 STA. 76+14.48 EC 1' RAD. 5.01' LT AC ELEV=54.17 TC ELEV=55.00 ANGLE PT. 2.50' LT AC ELEV••= 54.16 TC ELEV=54.99 p pp" 2TA. ♦• RAD. 1ppr! 8. 00' 4 ♦.33 •. TIC STA. 78+08.51 EC .. .. •.f• AC ELEV=54.30 TC ELEV=55.13 4 78+05.59 M 991' •. w • ,„ AC . . TC ELEV=5"5.'12- Afflow, � rr "x, z"Yp � ��i��5 �x�' PGG x 4%1, j' C28 G,ytiJ� 4 n �x j PO;t 'V x g- G ctk P' STA. 78+14.48 xp�& BC 1' RAD. 1$ 'C• k'^'2 7.99 RT ,s' g &• "1 AC ELEV=54,34 TC ELEV=55.17 1711v STA. 78+04.56 EC 1' RAD. �G 8.70' RT AC ELEV-54.32 TC ELEV=55.15 STA. 78+03.69 r BC 1' RAD. 9.70' RT AC ELEV =54.30 ' TC ELEV=55.13 STA. 77+87.25 13.17' RT AC ELEV=54.21, TC • Q®NSTBu.910N. ® NQTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST --18 ❑ CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% VVOA Y \Z2 i DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. i SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. f ® ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. 54.4' 0 4.1 TC AC 54.13 h 5 63 ® Q�pF ESS (LS)FRr~Y a N®. Cys' 6-3i -°1-4 1 REGISTERED CIVIL ENGINEER DATE OF' CA 8 �z1 , l �G 2 S STA. 76+45.07 EC 3' RAD. Z�s5 9.05' RTAC ELEV=54.17�bcTC ELEV=55.00 / 6 5 R=1/2" z / C20 / ROUNDABOUT LANDSCAPED AREA ,\\\\\\\ 7/\,\ STA�c 6 RA®g%�/'/jam/jf/r/%//\' / 12.26' RT / 4 AC ELEV=54.02 TC ELEV=54.85 �fti� R=1/2" - TC 76+24.48 / //� / ° _ ®. 4 4.' 4.3 ®.a a d2%_ . o MAX }( r R-1 /2 ANGLE PT. / �`� f ° . C15 2.50' RT 4 < ° <° :4 AC ELEV= 54.24 Y a - ' A: TC ELEV•- 55.07 �,® f\ / S a • : 44. 4 ®� STA. 76+20.22 , EC 11 R ARD e\ / f • \/\ \ \ �R717 C14AC ELEV=54.08 /, ;// // TC ELEV=54.91 CONSTRUCT 6' THICK CONCRETE APRON WITH MINIMUM 590# CEMEN11TIOU5 MATERIAL ` STA. 76+19.36 PER C.Y. OVER 12" NAT. GRD. COMPACTED TO 95% MAX. DENSITY. STAMPED CONCRETE /\ � BC 1' RAD.�� PATTERN AND COLOR TO MATCH PROPOSED LANDSCAPE MEDIANS BY ,LANDSCAPE AC ELEV 6.1254.' 54.81 O ARCHITECT'S PLANS, MATERIAL AND TYPE SHALL BE APPROVED BY CITY ENGINEER. TC ELEV=54.93 STA. 76+09.36, P� T 0 �" ICAL SECTION EC 1' RAD. ,` N NTS C11 5.06RT AC ELEV=54.06 TC ELEV= 54.89 STA. 76+08.33 EC 109' --BC 1' RAD. 6.06' RTr=I a 0 www a A I L AC ELEV=54.04U A T DEIA TC ELEV=54.87 B STA. 76+04.68 BC 109' RAD. 1 if1 t 6.00' RT a AC ELEV- =54.06 TC ELEV= 54.89 A M O O r -- N 1-- r Li ui ry I-- V) O O Q. r cn z O O_ N w v mrwH� ate►-o?�ZCO- c1i. c� 0) Q® w Z Q > M 25 c')u-F'oz zwwr�v�<t:0cY � as LIS -1 cn �c z wLyQw"�w�ws� c,230LLaF- � N ui76 cv� Z'0- o w d qj S z z C} U) Ul S . Ii. (i w ¢o��Q� F=Z Z3 ao z a I-- a 0 x c6 W :W we cn 6 z p gg00%oo®ow -� �._ ww>->o9Fn� nc M ®TdpwwwZZoo co N Q�nz3200m W .�.; C4 H- ww_z-- © zagw �22> - . zwwP: ~ate 0) N ZOwww�w�Qa W U)r-- -z,Yx F- Cq Q0 .Ewozxo vM0WF._zw¢Ow � Cts Of LL -z 00 V a F- CL _ n.�cn>¢vwcn�0 O N r' cnw� zdc zL5Cl ® 4�ow8tJr1E2W-r.E-- •tcriz-.dww� O �w za=vow= 3:zV. r»©cwn� (L C��nwG®QCw1 U- �SU'Qm (a. w`Z®off-2> La!Q W >>„wi-awow- < W -JL,wv o >r- u.,wUowz(Q�v>>- F �-Gt4F--o()C3WW'4:� M O O r -- N 1-- r Li ui ry I-- V) O O Q. r cn z O O_ N z 0 LU LU CL U- c� w w = Q. U ' m w w ® w w U- (L o (a. M O O r -- N 1-- r Li ui ry I-- V) O O Q. r cn z O O_ N DATECL 12/30/20 14 i PA JOB No. 13-2750H SHEET v 0 E O Ln r` N 4s 1 OF 21 SHEETS z 0 LU c� DATECL 12/30/20 14 i PA JOB No. 13-2750H SHEET v 0 E O Ln r` N 4s 1 OF 21 SHEETS