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5.1-12100 Revised Record Drawing PH 1 - 6
m .r? m m m _-m: j=TR-6223 "1--7" a'. TR -6007 "C" N -L- �+ u, u w 1 STOCICH H{0}I I SCHOOL ----- a WHITE LANE \ ECR- END CURB RETURN LOT 1 PM No. LLA No. 12-0351 11861 v ! - o Itt1 LL No. 12-0133 ml' LLA No. 1370176 a 11 ;PROJECT LILA c\\\ I'I i -JI ITP 13-01)61 " :SITE a 4861. . , MUIRLANDS \ ^o, �'o LOT 3/ ", RECORDS POVC- POINT ON VERTICAL CURVE 'POF 2i SHE FTS mLA y aop uOri,, erSTR e EVC-- END VERTICAL CURVE logII—I �O.aF Ono LOT 2 DRIVE REMAINDER. OF \ LLA Na 13-0179 - ��¢ z°O- 'A" \ Lam— 7R-5135 r' 10 t w.,N w ; w , szl- u. II w II YTPM 91838 I I l_ th Tit -5186 No 12_0133 IML �..I2ITEM 11838 I � / EET IMPR M P 0 E zrcws CHECK AND INSPECTION FEE CALCULATIONS. I r c ¢n.`�V pyy LOU) L.F. 0.30' A.C./0.40° A.B. ,n zm < S.F. SJd 1,053 L.F. 0.30' A.C./0.40' A.B. szm iLu S.F. -Ujz,.o 3,202 L.F. 0.20' A.C./0.40' A.B. 81,482 ws TEMP. A.C. PAVING 686 S.Y. y �.N 224 L.F. 6" CURB AND GUTTER 171737 L.F. 4" THICK SIDEWALK 53,276 S.F. SURVLY MONUMENT ENCASEMENT 0000Gt OPV EA. STREET NAME SIGNS YY CID EA. aa 4 p K S. '� 0' 2 1. EA. {} 'q :\L '� 7D Cb EA. STREET LIGHTS (5800 LUMEN) W EA. CROSS GUTTERS (12' WIDE) 6 EA. AV IL AN a Zz� L.F. 8' WIDE CONCRETE MULTI -USE TRAIL. N'+w• S.F. 4' WIDE DECOMPOSED GRANITE PATH Z.Y 2 `O i'tt S.F. VJ (� N L.F. RECORD DRAWP RCEL ING A Zp V OOW OSw 1 BARRICADES EA. u4L)W o`L Ott2 N� L.F. Lu Fcaasctq c�sa�+�'~ ooa ,x w Lu RECORD DRAWING BYE FR D W. PORTER, RCF '3i�43 EXP. DATE �fi`cVISI:JN5APf'HfOVEDt3Y:.. I `-L.t'. Yr ri nBEFi l�tt +103Cp dG 1iA7E _ DA.i`JITE" PADILLA, H E NO. 67008 .__._.._.,_.. DAtF 1 ur. FRED W. PORTER, ROE 33448 EX€y. CTA7E RECORD DRAWING E1 A ses 9, 3 'z` 4' c"01L-( DYI FRtD AV: PVF TER, RO 3443 E#�t�. BATE _ REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE I� REVIEWED BY- L7 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE Il APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS G. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A I_AMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD 'II TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 '- BASIS OF BEARINGS: THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA 'j ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF I PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION NG 26 EAST MOUNT O NOF SECTION 13, TOWNSHIP 30 SOUTH, RANGE DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. j VICINITY MAP NO SCALE CL- CENTERLINE DWY DRIVEWAY Fl FLOWLINE m m m _-m: j=TR-6223 "1--7" a'. TR -6007 "C" N -L- �+ u, u w 1 STOCICH H{0}I I SCHOOL ----- a WHITE LANE \ ECR- END CURB RETURN LOT 1 PM No. LLA No. 12-0351 11861 v ! - o Itt1 LL No. 12-0133 ml' LLA No. 1370176 a 11 ;PROJECT LILA c\\\ I'I i -JI ITP 13-01)61 " :SITE a 4861. . , MUIRLANDS \ ^o, �'o LOT 3/ ", RECORDS POVC- POINT ON VERTICAL CURVE 'POF 2i SHE FTS -II LOT 2 ."1} ,•may ._.gip, -a¢ LLA No. 12-0133 (�TR �61�_ I.I EVC-- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE LOT 2 DRIVE REMAINDER. OF \ LLA Na 13-0179 - ��¢ z°O- 'A" \ Lam— 7R-5135 I! .PARCEL OF R.M.W. 08-9182 o im I e' ? j L__1 II w II YTPM 91838 I I l_ LOT 4 Tit -5186 No 12_0133 HP- HIGH POINT �..I2ITEM 11838 I � / ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. WEST :MING SPECIFIC PLAN AREA NOT TO BE USED FOR BIDDING PURPOSES. VICINITY MAP NO SCALE CL- CENTERLINE DWY DRIVEWAY Fl FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE RECORDS POVC- POINT ON VERTICAL CURVE 'POF 2i SHE FTS BVC- BEGIN VERTICAL CURVE EVC-- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC-- POINT ON CURVE GB-- GRADE BREAK HP- HIGH POINT MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. WMSP COLLECTOR STREETS 5,155 L.F. 0.30' A.C./0.40° A.B. 236,995 S.F. WMSP COMMERCIAL STREETS 1,053 L.F. 0.30' A.C./0.40' A.B. 37,775 S.F. WMSP 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. 6" CURB AND GUTTER 171737 L.F. 4" THICK SIDEWALK 53,276 S.F. SURVLY MONUMENT ENCASEMENT 36 EA. STREET NAME SIGNS 10 EA. 'TRAFFIC STREET SIGNS 53 EA. WHEEL CHAIR RAMPS 70 EA. STREET LIGHTS (5800 LUMEN) 50 EA. CROSS GUTTERS (12' WIDE) 6 EA. SAWCUT 248 L.F. 8' WIDE CONCRETE MULTI -USE TRAIL. 38,985 S.F. 4' WIDE DECOMPOSED GRANITE PATH 19,268 S.F. 6" MOW CURB 4,817 L.F. TYPE "M" MEDIAN CURB 11,123 L.F.. BARRICADES 3 EA. STRIPING 804 L.F. z �[Nj __ V, Wr , ._:.. r- q` -•-U' � zQ aJ afJ u O CO i WRITE LANEr�c', ._ f i -- ) ! p9 - I _ '.'. �r I Iil JJ l� --�CB20/„ ') o¢s�' �. A� t J �z59zx O¢mz r I I I IB#21� II 'III 1� 9 fr* TENTATIVE TRACT 7246---'-1- FUTUREu) D O / COMMERCIAL s i - L \ I I I I I II', \„ !, I o w I �Z tlIII VJO'{.0 I C8# 1 C8#2 \ TENTATIVE CLWwW\ TRACT 7254 §J4i I 00 0(5pU04 T > I WHOC �� l z z m \r1 v a \ I D u m r\\\ to y,, 4 \\ I -i_- W e fY F p to Lu ui LL w \ O Lu , .q \ i \ \ \\; \ °'', ��T' �Ey\VE /\i .. , iso b J C J U"W of 't, _ it Uzi \�, - 'C '. G W w 2 w vi \ \ \ , • \\ \ X .� _� _� _ b Y ,'} �aI'.;_ 9. lJ i l_ (JwW Z Ld\ \ u ; 1/ ` \ \.., r\r \. r 1e �S" 'I. Yrs ¢mss, x. ' U U -ID Z' �"� C''\ \tt`' \ (' 1 �\ \,,, /?T.,�1�✓ w O.. j, > y N H n °1 ri. , ' `[� 18Li LLJ .� ✓i`i ''1 ` rF `E\, U,�c 4z¢ J o p w UQ Bya \\ ,T >�` ?,\ \ r , FULLER v z 3= W ¢ I5, 5' � \':� APARTMENTS Z O h O O to\In �.�. cap Fn w wz 3 �.t 4S. 0CLd Of OF OJVCC 1�\\ `: C830 'T'. It�i v� /C8 19 1 w 13 \3` / > Y I \at 15 FUTURE ,%��� i� j\, o Ce)J17 COMMUNITY<�`�'>. r , ',- sI ! CENTERISUMPI! FUTURE CB;/5 \ y'e`a;\ �,9 ,9 ,' ...� dli Ili I'i \ PARK SITE 19 <� . \ . Op Tj1 , �`. �• ----' E - , 1 rl /I i ---- `r.`*. l i il' i SUB --S AT10N uj, rrr) NTA, l l � I 4 �/ - `' iT, `. .• > Ltc' \ < , l RqC. Tl�r I �6j\?<`1 CB(/121'(y\AS' iv� \`^ i i 1248 �____ '. tll I I �,. -It II .,,/a'/�\,.'I>/I W s .Lij aeyia- vA\.9 \ '� v i v , / , _ I [ G8#2 o B 9 17 SHEET Na. ENDER A l� �`—�""-rte.--�� U TITLE SHEE-III I�a� 13 WINDERMERE STREET z0 STANDARD NOTES DETAILS CAMPUS PARK DRIVE_ M TYPICAL STREET SECTIONS/DETAILS SIGNING AND STRIPING PLA 14 CAMPUS PARK DRIVE / ® WINDERMERE STREET MUIRLANDS PARKWAY STATION 95+00 106+00 SIGNING AND STRIPING PLAN C, WINDERMERE STREET 15 WINDERMERE STREET STATION 86+00 — 95+00 LANDSCAPE MEDIAN PLAN li CAMPUS PARK DRIVE STATION 152+00 — 157+00 16 WINDERMERE STREET G CAMPUS PARK DRIVE CAMPUS PARK DRIVE LIZ LANDSCAPE MEDIAN PLAN STATION 157+00 — 171+00 N OO WINDERMERE STREET 17 MUIRLANDS PARKWAY w STATION 75+50 — 85+50 LODEN DRIVE w zw tt K ® PARK SQUARE DRIVE CAMPUS PARK DRIVE w STATION 5+55 — 18+45 LANDSCAPE MEDIAN PLAN ZD 09 LODEN DRIVE 8 ROUNDABOUT °°A„ STATi;�N_4.6�H,� —,:_yQ i 6 DETAILS AND DIMENSIONS e MUIRLANDS PARKWAY ��-, 9 ROUNDABOUT "B" MAGENTA DRIVE Z DETAILS AND DIMENSIONS TE�MPORRY TURNAUNI 20 ROUNDABOUT "C" 11 LIVERPOOL WAY DETAILS AND .DIMENSIONS ALLSTON WAY 21 ROUNDABOUT "D" Tz CELESTIAL COURT DETAILS AND DIMENSIONS ,� \ . of \ � ' ' / A. , C 1 / KEY�MAPLEGEND OSHEET INDEX NUMBER. X -__�... DIRECTION OF DRAINAGE OO CONCRETE MONUMENT {} 9500 LUMEN STREET LIGHT -��- 5800 LUMEN STREET LIGHT -B- CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN .r C8�9, I r r 0 / J Y8 • ' ('B1,)1 i ^^- r- i + CB1f22 10 �D / C810� \ \ 14 -'---I-- I- - ,c YI i u yr a / KEY MAP IIi �N- SCALE. V=200' , / r SUMP , , It I' ' J i rt as o Vi V U m Wl T 1 I UNDERGROUND SERm%e:f1E?? ^ I I+ ' OF-SGPHERN CAIJFORNIA, ¢ s Ngo: P3,ii. � [ur r u i �\_LJ I II rI W III ��LL a c O R 0 G t tL W N Y \ 1 BAKERSFIELD MEMORY CARE ' DIAL TOLL FREE 7-800-227-2600 a u, � 3 \, AT LEAST TWO DAYS BEFORE YC41 DIG. _ o >,..4 _o "y ' i DATE 12/30/2914 1 IPAJOS No, 13 275OH SHEET ' I 1 0 E HOFFMANN V 11 HOSPICE CITY RECORDS NO. _ J 'POF 2i SHE FTS at?O z owR uw s Goin --u � z v S G AN W4¢L'`z.UJ m,'Yq� pf,C PHA IN PL ' 9 gu8 �GreW VO�N�� vJa C, Q � 42V ZohOOmS-' $ (�^ 2�2 VK.z xP 0 n V ?aDU�DYc'o u_ Ci 01 T;wrW�yzz�� City)+ � m PARCEL c4i��m$�'uN`o_U wHlr� LANE D o w LL _ _ _ _ _ - ... .tee.. a _ -.-..._-...e.._._.....,.__.,..< Q s o n o �Pcr �woswwR",a� I T_ p �Q2c+ li �w jj __ c9,yiE 2,,f;l _-.___ ,I _.. _. ____. �,1" _ I�-r--'I- TENTAIIVT _.-'--r`-�- _._-'__ _- a ?��� FUTURE �� , y ,_- y TRACT 7246 ', Z ,' ? 11 r �Id t §} i 'V �i of r°1�, r •- ¢Z COMMERCIALI 11 �''z�o�`s I �. \ s ' _ l- A, I�'t � nQZ �-1✓V°i __ _< �1, c\" °tv�v'� ii ir� �I 71 `t11, TENT ATIVE LU I�Z W�4 TRACT 7254c�z�zzmw I p 7t� a �( PA i nIDIK: LbDFa GYGpIE- PNASF -Ce SS 2£rvt D�/S.O I, 1`I A oM \ r\.�k41-00��� FKON TN ESft FtA.1S. SEE NvT£ otJ SAES'(' �_ i 1 1/ � tl�,, i �� � � !I /�•/ 5 .�l-T�, V ` \", A'®1 , ;' - 1° Cly, i ;/ / i I I d U n H Z < 1 n % >71/1 Y Y~ II EMP SUMP1 i �C3�41 ` �` � �Lj ` // // �� .°: o � w w rX. �-^ v , f RUDER.lJ I w ra 1 ;, APARTMENTS ',v !EC MOTE 0 (:YP) �l+ �, v V a _ V. A /` 9 -A` e I Q ce�3 v vVyv ,T ,. �yv . v v, y ` J!/3 it �Jfl{I{ I� a a; V v V ` c� C wr¢t?oqc� \ /1 V A�, \t� \ C (,l NI A ,�i V A i '.. / / !� I � yy w _ Q Z U �A- ,J v v T , v `h LO NOTE ",i': SIDEWALK, PAULT7-USE TRAIL AND LANDSCAPING 1 513,v�? ALONG 'WNDERBERE (FROM LODEN DRIVE --'WINDERMERE STREET) � � tea., � �' x ; tl TO RE BUILT WITH PHASE 4. a a C8#17 FUTURE �A �V.�, rQ g CO FNTNITY N , ic^ < J < CQ18 f(r 1 I+ UMPI A i NOTE "B': TEMPORARY (ON SKIDS) "END OF STREET" TYPE Ill �\.-_ h •� 4( q r ; ,' � I:, I ti- ��� I BARRICADES PER CALTRANS STDs DWG, A73C, SHALL 6E PLACED � ,\1 . /FUTURE C6AT ANY PHASE BOUNDARY THAT ABUTS UNDEVELOPED LSD "ULTIMATE" PARK SITE (TO BE RELOCATED WITH CONSTR_C1ON OF ADJACENT PHASE). Jv , , T� EXACT LOCATION SHALL BE DETERMINED AND VERIFIED BY CITY ,° IIj SUMP Ii INSPECTOR/ENGINEER AT TIME OF CONSTRUCTION. //L it f t1 _j Y SUB—STATION I� ' 1 5. .J rt AV �Q .: �T e� ,C,, 1O / ��`\ ' �. \ T'>TFPY / �u� �iCJ 75 // '�/ ✓� L\ \; -E, I" v fu �C \� T]�L� ,\�'^ \,I�'\! < 'r✓i;�/V )i/V�- ��+'`,<_ '\\ ,�2``+\\ \c�G i ' \. /(r/, ' Cr7 ..I I Illy 'PI�Nv t•6 8 /. j1/'c / 1� S 4-2^a-, +t�Ce#9 :"d ` p- J ��13 ,i/.\"0✓24 a -I.-INTI SUMP #2j/�... ,'> it , tl i J i .} i\� , , , 7I�j, ✓ 3 -r -r�'�� ISI r a CEO Col \.. ; C)i?r7J c2" 22 It !, Cr r(H. _ 1 , I a !ty I I r , \ i �9 , �a L \ •oEE ICfE 'e ( P) , '`- ti Lf' ACj U C r --' ^lal I w ' i I� •! (p/ 14 TEMP SUMP #3-41----- Je' m ;1 EMP SUVI--� it m II r 'U mpzij N, - z I mill II - ,\ a - I li 3 I It / / l v-v'.,�..v'-w-'v'v'�rv--^��`v-^w-'-v-v--v`-• �e/ / /e e/ e a I� f I j I �It l�e1 IJllg/il III „x KEY MAP LEGEND It SHEET INDEX NUMBER aDIRECTION OF DRAINAGE zBAKE'7,SFIEL7 MEMORY CARE II I I�II�qj)IIIII r 1 SI I �zCSNCREIE MONUMENT -TREE -11- LGH7?- 9500 LUMEN S 580 LUMEN TREELIGHT SUMP aCF3#12 CATCH BASIN w/NUMBEULTIM ATEPROPOSED STREET NAME SIGN SUMP HOFFMANNKEY MAP HOSPICE N`u, r RCC" iTAAA rt j,5� I tAxY - ,N $t FRED W. PORTER, RCE33448 CF? 0ATE �.IECLRD gRAV ING PSI -3L15 S 2.."'v A 4- bnit t t. a BY= FRED W. PORTER, _ RCE 33448 EXR DATE CORD DRAWING Ac'fp 60 t -!t' r �6LA_ £fit°: FRED W. PORTER, RCE 33446 EXP. DAT at?O z owR uw s Goin --u � z v S G AN W4¢L'`z.UJ m,'Yq� pf,C PHA IN PL ' 9 gu8 �GreW VO�N�� vJa C, Q � 42V ZohOOmS-' $ (�^ 2�2 VK.z xP 0 n V ?aDU�DYc'o u_ Ci 01 T;wrW�yzz�� City)+ � m PARCEL c4i��m$�'uN`o_U wHlr� LANE D o w LL _ _ _ _ _ - ... .tee.. a _ -.-..._-...e.._._.....,.__.,..< Q s o n o �Pcr �woswwR",a� I T_ p �Q2c+ li �w jj __ c9,yiE 2,,f;l _-.___ ,I _.. _. ____. �,1" _ I�-r--'I- TENTAIIVT _.-'--r`-�- _._-'__ _- a ?��� FUTURE �� , y ,_- y TRACT 7246 ', Z ,' ? 11 r �Id t §} i 'V �i of r°1�, r •- ¢Z COMMERCIALI 11 �''z�o�`s I �. \ s ' _ l- A, I�'t � nQZ �-1✓V°i __ _< �1, c\" °tv�v'� ii ir� �I 71 `t11, TENT ATIVE LU I�Z W�4 TRACT 7254c�z�zzmw I p 7t� a �( PA i nIDIK: LbDFa GYGpIE- PNASF -Ce SS 2£rvt D�/S.O I, 1`I A oM \ r\.�k41-00��� FKON TN ESft FtA.1S. SEE NvT£ otJ SAES'(' �_ i 1 1/ � tl�,, i �� � � !I /�•/ 5 .�l-T�, V ` \", A'®1 , ;' - 1° Cly, i ;/ / i I I d U n H Z < 1 n % >71/1 Y Y~ II EMP SUMP1 i �C3�41 ` �` � �Lj ` // // �� .°: o � w w rX. �-^ v , f RUDER.lJ I w ra 1 ;, APARTMENTS ',v !EC MOTE 0 (:YP) �l+ �, v V a _ V. A /` 9 -A` e I Q ce�3 v vVyv ,T ,. �yv . v v, y ` J!/3 it �Jfl{I{ I� a a; V v V ` c� C wr¢t?oqc� \ /1 V A�, \t� \ C (,l NI A ,�i V A i '.. / / !� I � yy w _ Q Z U �A- ,J v v T , v `h LO NOTE ",i': SIDEWALK, PAULT7-USE TRAIL AND LANDSCAPING 1 513,v�? ALONG 'WNDERBERE (FROM LODEN DRIVE --'WINDERMERE STREET) � � tea., � �' x ; tl TO RE BUILT WITH PHASE 4. a a C8#17 FUTURE �A �V.�, rQ g CO FNTNITY N , ic^ < J < CQ18 f(r 1 I+ UMPI A i NOTE "B': TEMPORARY (ON SKIDS) "END OF STREET" TYPE Ill �\.-_ h •� 4( q r ; ,' � I:, I ti- ��� I BARRICADES PER CALTRANS STDs DWG, A73C, SHALL 6E PLACED � ,\1 . /FUTURE C6AT ANY PHASE BOUNDARY THAT ABUTS UNDEVELOPED LSD "ULTIMATE" PARK SITE (TO BE RELOCATED WITH CONSTR_C1ON OF ADJACENT PHASE). Jv , , T� EXACT LOCATION SHALL BE DETERMINED AND VERIFIED BY CITY ,° IIj SUMP Ii INSPECTOR/ENGINEER AT TIME OF CONSTRUCTION. //L it f t1 _j Y SUB—STATION I� ' 1 5. .J rt AV �Q .: �T e� ,C,, 1O / ��`\ ' �. \ T'>TFPY / �u� �iCJ 75 // '�/ ✓� L\ \; -E, I" v fu �C \� T]�L� ,\�'^ \,I�'\! < 'r✓i;�/V )i/V�- ��+'`,<_ '\\ ,�2``+\\ \c�G i ' \. /(r/, ' Cr7 ..I I Illy 'PI�Nv t•6 8 /. j1/'c / 1� S 4-2^a-, +t�Ce#9 :"d ` p- J ��13 ,i/.\"0✓24 a -I.-INTI SUMP #2j/�... ,'> it , tl i J i .} i\� , , , 7I�j, ✓ 3 -r -r�'�� ISI r a CEO Col \.. ; C)i?r7J c2" 22 It !, Cr r(H. _ 1 , I a !ty I I r , \ i �9 , �a L \ •oEE ICfE 'e ( P) , '`- ti Lf' ACj U C r --' ^lal I w ' i I� •! (p/ 14 TEMP SUMP #3-41----- Je' m ;1 EMP SUVI--� it m II r 'U mpzij N, - z I mill II - ,\ a - I li 3 I It / / l v-v'.,�..v'-w-'v'v'�rv--^��`v-^w-'-v-v--v`-• �e/ / /e e/ e a I� f I j I �It l�e1 IJllg/il III „x KEY MAP LEGEND It SHEET INDEX NUMBER aDIRECTION OF DRAINAGE zBAKE'7,SFIEL7 MEMORY CARE II I I�II�qj)IIIII r 1 SI I �zCSNCREIE MONUMENT -TREE -11- LGH7?- 9500 LUMEN S 580 LUMEN TREELIGHT SUMP aCF3#12 CATCH BASIN w/NUMBEULTIM ATEPROPOSED STREET NAME SIGN SUMP HOFFMANNKEY MAP HOSPICE N`u, r RCC" iTAAA F�l�SHEET s A I it SHEETS iREVISIONS APROVED+ FRED W. DATE . 1 1 t ,N I, t t. a , QENERAL N QTES 'S A_ICONST RJCTI�N SHALL CNFORM TO THIS SP_ AN THE CALIFORNIACALIFO BUI l G CSL E CIly, OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PEA TAIPING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-hNAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 20 0. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. i_F CON CRA'.,TGR SHALL OBTAIN 1 AND PAY FOR ALL NECESSARY PERMITS BEFORE 'TAhiT OF E . ,ARY S CO'NSTRI'CTION, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF V BAKERSFIELD UBLIC WORKS 'I P KS DEPARTMENT FOR ANY WORK TO f3E PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -GF -WATT SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR `/FRIFYING DIMENSIONS, DATA AND MFASUREiMEN FS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRI! IFN DIMENSIONS ON MESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED 'DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND a r CONDITIONS SHOWN LY THESE DRAVVIN-.,S, b r c_TI^ JJ ITY AND UNDERGROUND. Er�S HAVE BEEN SHOWN ON THIS ES AP ACCORDINGORDIPG TO AVAIABLF RECORDS THE ENGINEER IS NO] RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OR OPERATIONS 1 v ONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8 IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE f A'� I RESPONSIBILITY � I 01- THE OWNER .,R THE CONTRACTION TO NOTIFY THE ENGINEER IMroIED.A CE�Y PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL, FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE III ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSUI ANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER ('C - N - OR CONTRACTOR SHALL NO -CIF'{ THE BUILDING OFFICIAL Lfd WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SO - _I E AND COMPLETE RESPONSIBILITY FOR JOB SITE i)ONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING EROSION, SEDIMENTATION Sc DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN ItiPLEMEPTAT!ON AND THE SAFETY 01 ALL PERSONS c AND PROPERTY; THIS I c REQUIREMENT SHALL APPLY CONTINUOUSLY USLY AND NOT BE Cr1TE) TO NORMAL WORKING HOURS; AMC THAT THE CONTRACTOR SHALL DFrFi D INDEMNIFY AN D F OcD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABI 'TY, REAL OR ALLEGED, IN CONNFCHOIN 'NITH T PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 13. FTHE r�. ON TRACT0. IS IN DOUR-HnS r,n 1-E NF_AD,NC OFANY PART OF INE DRAWINGS WINr¢ 1NL ) SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM INE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST F QV FOR AN INTERPRETATION On A CORRECTION THEREOF, PRIOP, f0 FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER. r a ASSOCIATES, INC.NCWILL NOT BE RESPJNSI - OR _'ABLE FOR UNAIJ THORIZED CHANCES TO OR USES OF THESE PLANS. ANY AND ALL CFIANGLo 10 !HESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKINC OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. CQ3 STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL. OBTAIN GRADING APPROVAL AS REQUIRED BY CII!' OF BAKERSFIELD ORDINANCE, PRIOR TO SFART OF ANY EARTHWORK. r F �r � 2. Ail( TRENCHING TO B_ CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. STREET 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY A.,c DIRECTED BY [FIE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM R VALUE STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL., STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER S. RELATIVE COMPACTION 0r PC) 'I LESS THAN 95% SrAE BE OBTAINED FOR A MINIMUM DEPTH PT H (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (F=1,5' TO 2.0' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO _IP QI GUTTER.RELATIVE P a IN ADD! TION, P.E_ATIVC COM_ ANION OF N01 LESS THAN 90% SHALL BE r , c - OBTAINEDv , FOR A MINIMUM DEPTH OF .5 FEF_( BELOW GRADING PLANE FOR Tl -IE ENTIRE WII In OF PAVEMFVC (LIP OF GUTTER TO LIP OF GUTTER). 6 THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6", THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. r E^P 7. COMPACTION TESTS SHALL 'i' v DEVELOPER. L BE THE REa ONSIBI_�T. OF ""LGP_�R. THc NUMBER ,AND THE JEVt U - E. LOCATION OF REQUIRED TESTS SHALL BE DETERMINED B'/ THE CITY FM11GIiF_R TTt COST Oh RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. N c, OF CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 50-1 LBS./CU, YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9 ASPHALT REJUVENATING AGENT SHAIL BE APPLIED FONEW CONCRETE PAVEMENT_ IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS OF T � THE ...ATE DEPARTMENT OF TRANSPORTATION STANDARD SPECI(CAT! S, CL RRENT EDITION, AND THE STATE DEPARTM7 Nr, 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. !I. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERA!, 12 FIEVATONS AND GRADES SHOWN ON THE: PROFILES ARE GUTTER FLOW LINES (INVFRTS). 13. THE CONTRACTOR SHALL INSTAL 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 M20 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. 13 SFE 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. COB ASPHALT CON CRETf�__PAGING NOTES 1. ASPHALT r rRFT E SHALL BE .YPC r (MODIFIED) FOR ALL ARTERIALERIn E AILD COLLECTOR STREETS AND TYPE _ (MODIFIED) FOR ICOAL STREETS AND SHALL CONFORM TO THE PROVISIONS W SECTION 39, "ASPHALT CONCRETE," OF THE CAL. TRAINS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BANDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A, (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQIJIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING, 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92--1.02!8), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE 'WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE NI THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR Alt CITY ENGINEER'S REVIEW AND APPROVAL: A A LIST OF AGGREGATE AND ASPHALT SOURCES. B DOCUMENTATION VERIFYING HAT THE- ,AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OI DER THAN c - 'SIX (6) MONTHS. ALL OTHER -TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. CAN ASPHALT CSNrREf.0 41X DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY RY I - T - TEG. RESULTS GP WHICH THE DESIGN IT BAS'! '�E SUBMITTED �^'r _ EG ST Ai �_ _uBMIrrEO WITH .HE MIX DESIGN I r, "E .SIGN A )IDG �.I.H THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE .ASPHALT CONCRFTF MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMIITTFD SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) CONI YEARS OLD. THE -HE _ !RACTOR SHALL BLAB ALL COSTS ASSOCIATED 'JlIIH THE .ASPHALT CONCRETE MIX DESIGN. 65. WHERE NEIN ASPHALT CONCRETE PAVEMEN IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEA.!" STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM IriE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO INE PLACEMENT OF ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. HE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHAT L BE TAKEN 7'0 AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. I 9. PAVING JO'NIS SHALL MATCH STRIPE LOCATION., UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. AN 10, IN1Fr�SEC� Of-�c AIJJ TAP -RFD SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNcCPONS- 11. WHERE T'H'E COMPACTED 11HICKINESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING HE FOLI OWING S HIFT OF NORMAL PAVING G GPF_ RATION S . ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG CTHE TPANSJF RS DROP --OFFS ON EACH LANE SUCH ADDITIONAL AL ASPHALT CONCRETE STAI _ BE HAND RAKED AND COMPACTED TO FORM TEMPORARY .CONFORMS BRIDLE THE LANES S LC OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR. OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 10 TACILIIgTE FHE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH P. MANNER THAT THE LAYER 0- ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY B(_FORE [HE LADES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK -HIT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRAPSJERSF_ DROP-OI FS UPEACH !ANE AND ALONG THE LONGITUDINAL � AL DRQa_ OFF BETWEEN ADJACENT LANES. SUCH AEI ASPHALF CONCRETE SHAT BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVF) BOND BREAKER, IJAY BE "LACED UNDER THE CONFORMS TO FACIII_I TATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHAL; CONCRETE SHALL BECOMPACTED TO A MINIMUM 92 PERCENT OF -THE MAXIMUM THEORETICAL DENSITY AS DEFFRMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF .ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJL/SiMENT, ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR '4 HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEEF THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TF_cf. RESULTS c OR ANY iOT OF ASPHALT � ONCRETE INDICATE THAT THE - RELATIVE VE COMP_P CTIGN IS El F_ R LESS THAN 901 OR MORE THAN 95%, THE ASPHALT COJCRE FE REPRESENTED BY THAT LOT ShAIL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IV PLACE DENSITY REQUIREMENT. 'THE CORRECTIVE WORK SMALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BF DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHA-T TESTING DEVICE IN THE FIELD, OR S. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABOR,A. FORY TESTING. ZINC STEARATE MAY BE I SUBST! TL TEO WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALT BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND C f I w cn BLADES, I - OVERLAY. RL4DrP 2 REMOVAL. AND REPLACEMENT, OR 3 ( I ( ) ( ) P_ACEAtNT OF AN ASPHALT CONCRETE JAEkL� THE METHOD WILI BE SEL ECTED BY THE CITY ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 18. I ABRASIVE GRINDING IS USED ( 1 G BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITION A1_ � r GkIIv DIi.G SHALL BE PERFORMED, AS NECESSARY, C TO ENLARGE THE GRINDING AREATiSG THAT Li_ LONGITUDINA_I LIMITS OF GRINDING ARE .AT A. CONSTANT OFFSET ERObA, AND ARE PARA[ I EL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. . ABRAaIVF GRINDINGTHE TO I FIRST CHAT CONFORM .0 H� RE UIRLM NIS IN THE FI 2 I Q E G T PARAGf.,APH AND THE AST FOUR 0 R PARAGRAPHS OF SECTION 42--.9.02, 'CONSTRUCTION," OF THF S ANDARD SPECIFICATIONS A FOG SEAL COAT SHALL BE ATLIIFD TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTORS EXPENSE THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE. CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY SFREETS IND UDING ARTERIAL COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER P , M ('- E- EET THE SPECIFICATIONS !CATIONS FOR CLASS 2 A�CR_GATE BASE C! AB CONFORMING TO SECTION 26 OF -THE CALTRANS ^r APDARD SPECIFICATIONS, LATIONSIAEST EDITION, OR SHALL BE nNF ( RA)h TION CRUSHED bIcC� !. LAN- OUS BASE (CMB) CONFORMING TO SECTION 200-2.4 Or THE "CREENBOCK"WHICH ALLOWS UP TO 50% OF THE VOLUME T0 BE RECLAIMED ASP HAI CONCRETE, PORTLAND TLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASF, ON A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SMALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. ' 20. THE PAVAN(. (ONIN ALL PAIL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON TINE GRADING PLANE, THE GRADIN" PLANE AT AN'( POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER TI -IAN ASPHALT CONCRETE BASE)IS TO BE PLACED ON T'HE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES ,. THE FOLLOWING UTY OF BAKERSFIELD STANDARD DRAWINGS SHA LHBE CONSIDERED A PART Or THESE E Pl.ANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO, DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A","B" AND IY 0 ST -'17 WIDE CROSS' -GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ❑ ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") > o 0 ON � I I ® ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS ® ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES ® ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD IZ ST -6 DATED 1/11/99 PAVEMENT PATCHES ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN ❑ ST -8 26 IPICH PART CIRCLE CULVERT ❑ D -1 'I DRAINAGE BASIN ST -9 STREEF SPECIFICATIONS a a I D-14 CATCH -BASIN, TYPE "A" ® ST -10 STREET SECTIONS ❑ D -i.5 CATCH -BASIN, TYPE "A-1"" ❑ ST -10A STREET SECTIONS Z D-16 CUTLER DEPRESSIONS ❑/ ST -11 S.REET CROSS SECTIONS 0 SW 4 MANHOLE, TYPE WIH �ROP CONNECTION UN ❑ SF -12 ALLEY CROSS SECTION LL SW -5 FRAMES & COVER FOR MANHOLES & CLEANCUI-S Z ST -13 SURVEY MONUMENT ® T-1 STREET SIGN, POST TYPE ® ST -14 **STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® ST -15 CUL-DE-SACS T-12 MINIMUM ACCESS DESIGN ❑X SF - 16 STREET KNUCKLE ❑ 7-34 DATED 0999 TRAFFIC SIGNAL INTERCONNECT - WIRING I DATE 12130/2014 PA JOB No 13 2T50H AND PUL!_ BOXES 2 *-FIBERGLASS STREET LIGHTS NOT ALLOWED OF 21 SHEET CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88.A & B CURB RAMP DETAILS �---- _------------- --- --------- _-------..\ { NOTE: THIS DETAIL IS FOR REF-ERENCE ONLY, CONTRACTOR I SHALL FOLLOW AND MEET ALL A.D.A. STANDARDS AS SHOWN ON CALTRANS STD. PLAN RSP A88A. I I I I I �T - \ I c O L I 9 RI v r I A S V i `'\ I r K, ti I I,Iili � Foo�o �Nf III G. B.T Og o I.I .o] 9 l 5 F ti I. 2 0 �; I O 0, J I Ili! 1. 6i t v �G o 'P 'K, P I y� A \ _ I C. ) �Y NSC I I I B Al 9 N a O O. a I P r I P T I I F. so9 s I F < I o � e s.� F r y 0 0 i ecR I I � 1 y N i i II I r.-------------_..__.._----------------.___.� WHEELCHAIR RAMP DETAIL SCALE: 1"- 5"-0" .0 u G m a pW G a ua n www z Ili mzogF�oa azzc>-_two av,wz cowW w � I U'IS-1-H,2/1 ,Y VS �aw�Zzi)ow 5a000w¢`/,N -W p{2- �wopc� �¢z KC_ 'a Ea NLL�op.. �OwWW L'Oa 2 r[ Y O w V¢ G zUOz'L jYV„zj t -z z l zMza� z c z z' �sy>4Uwm�l z tz 2> 0 P"aP �oLLLL a c-. p F 0 oi°oU ZJz z¢: sx�rocioda�z� H F O LL H V p K h - 1 Atcjc - 1 fJ M I 5 Y rn u) 0 uj z o Lu r° 0 IY 0 y) K y J Q V '-"\o6 W ai m = z v a e i z n N � M r� Lij LLI00 _i N w o > o 0 ON � I I i I r� v I A � W K i- w u zI J Ga KP K1 d a > w c ¢ a ll E a a I GAA=ER *� O M > U P O w U G o d ry O- p" V & L >' S 1 S r Vi Z CDI (('��_ gwgwgw gegege�yoyoyo �_ 0 � gZ S f q I U7) J B 9 w 0 0 C� 0 0 ' tlLLJa eye LL vi V J I W y I 3 m ,Vl d S,w z � O u I DATE 12130/2014 PA JOB No 13 2T50H SHEET 2 OF 21 SHEET R/W 54• I L 17 i I n 6• 5.4VIDF FUTURE u PARK SITE I PARKING ALLOWED"' w 37' 25' NOTEe —SIDFWALK AND"=MULTk PURFQOSE ?RAIL MAY-MyANDL•" WITHIN RIGHT—O -=WAY. PEP WEST MNG SPECIFIC PLAN-�7YPICA'_s ALL SECTIONS) NO"!7E; k -LANDSCAPING- SHALL BE-PRIVAJELY MAINTAINED --THROUGH HOMEOWNEWS ASSOCIATION FEES- S R/w LEGEND 4e. ____- _ [] PROPOSED S" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. El PROPOSED BLOCK `WALL (SEE WALL PLANS). [ PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. (MAY MEANDER) FTI 4' WIDE DECOMPOSED GRANITE PATI I G PROPOSED TYPE "M•• MEDIAN CURB PER C.O.B. STD. DWG. ST -1E. (M 5"x6" CONCRETE MOW CURB I 3/ —_ _ 6 ® PROPOSED 8• WIDE CONCRETE MULTI -USE TRAIL (A" THICK CLASS "B" CONCRETE) 3❑ PROPOSED &° CURB NO GUTTER SIMILAR C.O.B. STD. DWG. Sl -1. _ 18 LANDSCAPE( 28' n SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) HMMEDIAN _ 8 PARKInIG z 5.5' 'WIDE COMBINA fI01N SIDEWALK PER C.O.B. STD. D'NG. ST -3 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). i LTT 72453j-3❑ I SEE PLAN VIEW FOR STRUCTURAL SFGTION PER "WMSP" EXHIBIT 4--11 WINDERMERE STREET A WMSP COLLECTOR STREET ry NOT TO SCALE ST CL "PARKING ALLOWED" FUTUR PARK SITE -NO PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL GO PER "WMSP" EXHIBIT 4-11.3 "PARKING ALLOWED" 3 CAMPUS PARK DRIVE _WINDERMERE STREET WMSP COLLECTOR STREET NOT TO SCALE R/W ST CL N H �O o � R/W "PARKING ALLOWED" PER "WMSP" EXHIBIT SIMILAR 4-11.3 (PARKING ON TRAIL SIDE) *NO PARKING ALLOWED" SEE PARKWAY TYPE °'A°° DETAIL WINDERMERE STREET je'C WMSP COLLECTOR STREET r,. NOT TO SCALE 7245 7245 R/W 15' *• - LANDSCAPE SLOPE MAY VARY C FROM 2% MIN. TO 4:1 MAX. "NO PARKING ALLOWED" 30' SEE PLAN VIEW FOR STRUCTURAL SECTION R/W 3C - 6' 5' 5' NOTE: STREET TO BE PUBLICLY MAINTAINED PER "WMSP" EXHIBIT 4-16 NO PARKING ALLOWED ON EITHER SIDE WMSP RESIDENTIAL STREET N NOT TO SCALE C/L 30• MEDIAN SEE PLAN VIEW FOR STRUCTURAL SECTION DOM: STREFT TO 8E MAINTAINED BY H.O.A. PROPOSED STREET SECTION PRIVATE ENTRANCE STREET RESIDENTIAL ENTRANCE NOT TO SCALE "NO PARKING ALLOWED" jo 0 P/W '-5 I=5' 10' ..__ a _-L_ L/ L T L 2% .. - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 3:1 MAX. � V w°E30 WO rc 6 � a Yv_ 4or� 0 wa w w_o �a000"5E� "ate=aKN�xz -ZtY 'LZSO}1' p- nw�w a�=o zwo��m oo~¢3ttW ZF� nrzwd�i���> U 2 V) LL� Z p ry �a'z�roiS x2� Ux Jz!-Z UQO,yi ZZw54'LZyu z sJ J6o �oo 1a0? > OLLrnt- EW��w uw�owzq�}i "NO PARKING ALLOWED" SEE PARKWAY TYPE "B" DETAIL 3 TT 7246 PASEO j u —i WINDERMERE STREET 1NMSP COLLECTOR STREET_ ._ _ NOT TO SCALE SEE PLAN VIEW FOR STRUCTURAL SECTION NOTE: STREET TO BE PUBLICLY MAINTAINED PROPOSED STREET SECTION PER C,O,B. STD. DWG. ST -10 �11N1SP LOCAL COMMERCIAL ne NOT TO SCALE "NO PARKING ALLOWED" SEE PARKWAY TYPE "A" DETAIL R/Ni FUTURE -- COMMERCIAL NAT. ORD_ ^a' NAT. GRD. PARKWAY TYPE A DE I AIL r.+ NOT TO SCALE t'/',t�YSVV/AT I Tt-L C Ut.I/-\IL ry NOT TO SCALE IT11Ju d' N a Qp W ::1) } ry -06 N X. coeb V� Q. E cl 0 U/ -z G dw�� s5 W d OD Z N O z N ui .N r o� 0 � r L V � lal o�I ui � U) 1 Z ,i 0 U Twp c �g ` LLJ L ws CK w LL U t� > _j w 0. U I�i a e�a r o�I ui U) Z U Twp c �g ` LLJ Lu ui" CK LL LLI _j W 0. U tr x a 3 m 3 I Z Z O _) O W IX p Q Le L � GATE 1213012014 PA JOB No. 13-2750H SHEET 3 OF 21 SHEETS CONSTRUCTION NOTES �' COPISTRUCI- 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. M CONSTRUCT 5 'NIDE SFANDARD IYPE 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) \ r CONSTRUCTr(CONTRACTOR SHALL COMPACT AREA UNER S- WIDE .ROSS GUTTER PM C.O.B.C06STD. DAG. S 35. G ( 4 r T � MAX,DENS] TY TO A DEPTH OF 1' UNDER CROSS- OUTIERS RS AND A MINIMUM OF 1 El SIDE TO 9 y !. o c E 5 ) CONSTRUCT TYPE 'A CATCH BASIN PER C.O.B. STD. DWG NO D-14 L6.J PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS") 7� PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) [8l PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) [99.1 PROPOSED 5"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) mCONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.H. STD. DWG. NO. S7"-18 (SEE SHFFTS 15-17 FOR DETAILS AND DIMENSIONS) 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, !ACNE COVERS, MONUMENT TENCASEMENTS, M'NTS ETC. GRADE STANDARDS. 10 FINISHED �RaU_ PER CITY STAN ALL PIAN VIEW STATIONING IS BASED OPI CENTFRUNE DATA UNLESS OTHERWISE NOTED. -0- INSTALL HOI.OPHALF "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. z 6+ <O N -C> INSTALL HOLOPNANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K SOW ARRAY) WITH '14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. �U w ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13, 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-O' WAY _W St NCR STORM DRAIN EXISTING EDGE OF PAVEMENT J� FUTURE RESIDENTIAL (By SEPARATE PLANS) STATION I OFFSET__ u O0 JO z 6+ <O N RT 102+78.44 29.56' Fa J O (J a p 702+93.4 n ( ILLI �U w } n N O RT 'I 3+3Q94 103+38.44 36.73' 37.44 RT RT 1:3+45.94 KV O vrn RT ��'. +' ) RT Im u.i+ i \n U GJ `t P I + I\ ITJ vd (J N + VJ CO (O In m <2 ^`4 ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13, 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE © SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-O' WAY _W St NCR STORM DRAIN EXISTING EDGE OF PAVEMENT J� FUTURE RESIDENTIAL (By SEPARATE PLANS) STATION I OFFSET__ 102+03.44 O0 RT cU i 6+ <O N RT 102+78.44 29.56' RT O 30.27' RT 702+93.4 n ( ILLI �a + I } n N O ro+'. �O C� aid l5 1 j^""• J - 5j3fi4---�� 5 107 0 +52.80 103 S00'57'10"W iO4 `C 105 03) 'LA9 �, ay a 1 9' a a 1 a n`N'' ow ow mo O \ o- li m -t Ir+ P / \\\ N L nN �N + (P Irl +� S QLI�^s fj J,,r LJi_I O a n -I -1 0•IM PARABOLIC BAY TAPER _ R. .VITUNtRom. CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40" CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAI'. GRD. COMPACTED TO 95% MAX. DENSITY T1-6.0 R=48 RECORD DRAWING iY €•RE0 W. P -OR 1 EN, RCE 33448€ XP LATE. TAPER "A" TA13LE STATION I OFFSET__ 102+03.44 29.00 RT 107+70.94 29.14' RT 102+78.44 29.56' RT 102+85.94 30.27' RT 702+93.4 n ( 31.2 f- RT L 7ANC_Ni 2W � 703+23.44 �7� 3� / RT 'I 3+3Q94 103+38.44 36.73' 37.44 RT RT 1:3+45.94 _ 37.86' RT 103+53.44 38.00' RT CURVE TABLE _ CURVE RADIUS LENGTH DELTA TANGENT C1 2379.041243"_ _ 95559" 206.73' C2 3576,92'319.30' rI 11 u,o _ 5'10'21" 159.76' C3 2321.00" 743.26' 18'20'52' 374.84' 09 235000' S_ 2W 43/.67' 10 30.00" 47.27 90'16'56" 30.1 C 6 30.OG C 7 86.00' 23 46.98' 39.31' 89'43'02" 0'56'39" 7.9.85 19.66 P I'hyfSm3 ANfj,<)VFD By of W rl V O W O J ZVaz W®�F ��JFOFrLLo uraz 'wm�q Tow Koz�Mv; o_ zwww Joi�zrc Ww= zw a w L x N p zoo 0 0- 0 w aa000zo��3 aoaS a'��i� ayoo w V VK V�ZO ��oo ozHoa �W QwviKw�NO ��xoz E+�`oom ~Q-KGZF � o �zoxin�o�> w O W O x N F V d zOw w'Lwo<, O�z,,=�jo42 O V Z�'w�-Wwpw� wawwU 00 w� xZ4WZW0 Ow OU On ZYi" - O `ex�ra-'Ori ZO2Urq W2��W �ao�>n�LL k ¢DOw, w�h sa,n UC9�22�Y a`Q V2p >r WWyO 11. d F. A¢ Q `.c f / i FiTC)ER R.O,E. NO 33448 DATE /j- rJiStt{lE,l. NJIIITE LANE (BY SEPARATE PLANS) HORIZONTAL: 1"=50' VERTICAL: 1"=2' NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. fYY i]l r// A. Xl Z v ON CURVE I ON CURVE T�I rI 11 u,o p' -on Il tllm ^IUn Il sl.�• m c�jm om m ' J J P U�t.1 J E 'O � lf) _J 2'It[) N ,P M MM •rfJ f� M U1 Im � plVil� I 1 O'� ¢.O GJ `t N [j KVO O+ OO Off" ITJ vd (J N VJ CO (O n 7 m�vG. * : ML�1 O N. � ' 354:. .............. .... ee _ 354 _ (-o.6dq -0.20%��II+oz2y, :+0.2% 352:...,-OESJGAfZOK./NE PRGfLE 1�0 ENO FE ABOVE :.......... :352 .......... . 0:2-0; . . . . . . . . . . . . . ..........................S........ 94+00 95+00 96+00 97+00 98+00 99+00 10000 101+00 102+00 103+00 104+00 105+00 106+00 107+00 3CUR WEST FLOWLINE PROFILE 4E98 ON CURVE ON CURVE VIIp i'.��b II N o:� Il��lm I��c�o I%�J�tma ^I U�ial '� N �anIn w uru��i rO MJ 'V 1-1M ~110 nI�M f'J m I. _ -- 7/ A/' /// N tq NW' .........356 p4 M / CU 11 CJS N OZ GQ WWI O err! J7 ✓1L /'FG ll.e o 356.'I +' ..... .. .. .. ..... mo mn10LJ JrFUI` nl + ! ..... + In 354:.1 .... 354 a .. 1 ..: ... ..-r....�___._�_ ... .. I � : +0.21 7� + .2 % +0.21% 352: .. .. : : ... .. .. .. : ..:.. Oh'SICK FLIiWT/N�. PRt7F/Lf`� .. ... : . --.- .. ... ... . .. . .. . .: +0.23%. .: ...... .:. .. :. .: .:..DES/GN fL01K/NE PROE/LE : .. .. :. .: `SEE NOTE dA" 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 1 du),_-� Z v �I z o a CD q �o je ! a oq om m ILL to LI -I Z E - FCID 1dJ Y o N W- (tl M 01) Im V �- KS7 v1 m X vd (J N VJ �a <2 ^`4 jJ o co Z N �6 V N W/ uj Lu N m r s � N O 1 a_ 0 w z °a D n n F DATE PA JOB No. 12/30/2014 13-2750H IQ � �Si1EET w o � L2F4 � 21 SHEET a w � � w r w E c a o a Z d CDF- a CD q �o je ! a oq z ILL to UJ - FCID 1dJ wpy/ `LLJ ® ILL + 01) ILL z ui e s e L_- 0 Q VJ c v. w r s 1 v w z °a D n n DATE PA JOB No. 12/30/2014 13-2750H �Si1EET L2F4 21 SHEET CONSTRU"l7ON NOTES OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0.8. STD. DWG. ST -13. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. FT I CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. TWO. ST -1. 11 CONSTRUCT 5.5' 'NIDE COMBINATION SIDEWALK PER C.O,B. STD. D`NC. ST -3. O SEWER MANHOLE ❑2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3, FL FLOWLINE STATION (c) SEWER CLEANOUT Im CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS n STORM DRAIN MANHOLE (SEE TYPICAL WHEELCHAIR. RAMP DETAIL ON SHEET 3) BY OTHERS. CONTRACTOR SHALL COMPACT AREA ---®_'--' RIGHT-OF-WAY 0 CONSTRUCT 12'S- WIT_ CROSS -GUTTER PER C.O.B. STD. DWG. S-.35. (. ADJUST ALL EXISTING MANHOLES, CLEANO'J TS, VALVE COVERS, MONUMENT ENCASEMENTS, UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ETC. TO FINISHED GRADE PER CITY STANDARDS. ---- SEWER /�'-"®"-�'®®-"'-®_ -®�'° E5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 _ STORM DRAIN 06 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. \//. f EXISTING EDGE OF PAVEMENT CONSTRUCT wMEEECHaIR RAMP PER cAL7RANs ` I REMSEO STANDARD PLAN A86A CASE "'"i„ SUa \ 0 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) -O INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW n PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS Q PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) APPROVED BY CITY ENGINEER. i-lYE: SraF n.)ALX.I MULTI^Lf SE T72AIL d\+Jj CONSTRUCT "iYl'E 'M' MEDIAN CURB PER C.O.B. STD. DWG. N0. 51-18 (SEE SHEETS 15-17 FOR DETAILS .CJ- INSTALL hIOLOPHANE '"GRFlNVILLE" PREMIER LET LUNAR (5 LED -4K BOW lAUDSCGC'D ilr pt.r>x4f, i.WIJrJB C rrt�B't- T d 10 AND DIMENSIONS) ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. (F rL°Nt l.OGjF.3 UpI -ro CAI`7PUS i'Arz`L Orel4E) -ro r✓[- F3\ our wvirw PsaQstS 4) UlJI it InISTALL WKI iCA) \3[lT\i OM Lr(a), r ^t"� IIS Z JW' J41i I9 OR?2� CBJ I JAI j (500"DlRl OF PAC71F ADOAf E.IT (�y/.±�1 3 J Jl �� J[➢W oG 0W OZ O t/ r.1ASE- 15 IJor C'v t r2 ecrEo AF 5A IE 'rl"r !! s f� r � r�-� owe OV U Q¢.�V �_.�® .-..®�.✓ oa o (Lr.N10V£ /Sr.lp SF1LY>VCE JIG. sI w�/O.rsErLl.lrylUzl IIS LY ��ygw1��I> � "� L uLO `'� AREA DETAIL ry==w of AP)AC&--..rr PLIA 5. ^I U II (-- ^I hIU'.0'1V 11'° C('(' SCALE., 1„ 20. .. /\_ ..� .-� i -a' 1 �W C�L'�11 v -v- In r. oN .o co �I wl14t se r �� PRP�E P C51 p,o W + V 1 \ a I M CI W } rn� 0 caN `n CSO OWI ig bB 29 &5 4 SV W W(OM ++ + o' r' " pW] r 599 20 3 9' b i ,� U+tJim 3 m O (; 1 ip LL.I J �f 5 LL l W+ 9 1 �. J w..-"�J l� + + ' I 4 1 11,j C �_� ]r -SEE DETAIL F�ii I (Ls) 7 \ In ��+' �\ �PROPOSE0 R/'N & BACK \ iZ� .�1 D iy r�„✓�'"ter \\ OF WALK U;\\ r- it Jz O �� `✓' \ \ \ \, '' Gam! ! O\ O NIfJ � sE 4IN + a + �d + nJ X211 tT LL r -ti \ \ I_ t t 71 C2\ -(L5) � IW \ Iv tvI A �I WOO �m Ci W OU" �` tI\ I II a p� oo Jl2 �w11I I\ \\ IJ MZ WW NNIO vel FUTURE PARK SITE (BY SEPARATE PLANS) --51 --1,.m.e _ PROPOSED R/W & BACK- j OF WALK I I I II I I I FUTURE TRACT 7245 (BY SEPARATE PLANS) r I SNI N +j Q rnj rn 1 LODEN 1 SEE SHEETVE ;,.l /I/ / // It , 9 ¢ago °'off mp C _ � wmF FILLOO 0 M d¢zU 1.K IyO� (A N K.NS NOjmNH p� F zvf I- a V✓ T o � ,/+p�ro .0�NrnV E.- Jawom < j mm ozm�o ¢.zoFW ® �`.w 000�owa mo r✓t mOO U)Z s ow�w��zrmp Q of saor?�czzw aW -CND �y{ W N m o03¢�mozo¢ W Z 00 o �owpwaooz"o ''^^ r- 2' auUatwi)LLNZC�¢ Z (") O .... 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PAVING OVER �I MW. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY VERTICAL: 1"-2' i Q 71=6.0 R=48 j W f1/ U) d. L1� 0; 1110 r(04- '- _100' VERTICAL CURVE h_ _ 129.02' _ _ 12902 ,. it CROSS -GUTTER ON CURVE 113.13 - m¢ ^ 1' , _ --.� ON CURVE r , , ON CURVE II-� ON CURVE /y II v m IIT m 11 n'E' I.�'n II �Iw IZ xlien It row ^I u)-zt III-'- 11Uv> U W ar�ro Uo III -'N) IIUo I\ mN IIern 'Irn II V'rO LL N NO �U N .0 r U M UjN) �y N �tyINO uL b.�-./1 d' > . MN >W N N i.(O.\rn }- NOr�m (WV Wir7 mINWl \gym W m^�N_ N 1- N' �l mN) N)M) M JW JF- J UJI1�-� «J to Jc✓1W Z r H\Y F r-W'm1N W Nl mjNj F ci 'r N N If) f6 1n m I - '� N M Y] m W 11) �N m N �\ u) �10 1� JKIU) -)m �,0 J�� -Id iD `�i�lO COZ O. bre 11 11 Ow �I 11 r (V t-,6 cJCV 1 ! M . d' M e ,�t }}'' jj''99 1Y1� OW ,-1M m MM -'OM G.M N] m UN) �m In 1 Vd S Nl .PIN "O N'cv 00� V lil 1 p0 U; W pV I O O O O'- O JJO W OWi(JOZ 4 JOIti OW O OJ L -J OQ OJ O» } I":Q a]V' 0)U li tx. 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I.. _ .. .L .... ..... .... .. .. .: -D.251 .. .. _ .: � ..:"'` a=U.9'gq0307 1 � : : : �'+0.24% 1: _ e _ r _0.62% : ... .$. .:+.0.289' ..+0:30%; _+ .3 %... .. ..:. :...: .: .. : "DESIGN FLO{YLIN£PROF/LE .... ...... .. ... . ...... . .... .... ... ... ..:352 35' q,2�q ..:.:.........: +0.25% .: +.0. 9 " L-0.25% 00 95+00 r 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+ SCUT! I FLC�WLINE PROFILE (C PUS PARK DRI!/E) CROs -GUTTER _l WEST FLOWLINE PROFILE (WINDERMERE STREET) 133.65' --_ 134.16' _ `I 3 !" 39,54' , 40.97 v x .-"a W ' 111 m i W I -_ V c) � . W w ON CURVE ON CURVE IIUm II ¢o V'P� 11I�`n IIUm II !-IW IIUh m W Il r- i ITU W^I `f"rnN IIS rail u) W ITU CURVE CURVE ��R'e9 i.(L N W V- If) N \I W M ®IN ~ W N r -a t -a ru s_ r' N� �m I-' I- N I -ti In -.n rr Ilnm rcm tn�r) m�u) HJN f- N U��W h W N K IO KlrW CGm lntn Z U) ��u) trWW ��tn J -N) IM VN) J 4l J� JJIp 4]I`� In�O .{yJ�OJ �.In NJ �CJ �nM Um �� �m d�N] ONj OZim O.W m(JU YAO C)W I I 1 1 04� 4 m �' C9m N MIM r- N W N V W N V W 41 N O QUI OW OZ Jar N In l W JR' W M[a MO O IW OJ JJ Or Orn W p2 OJ °) Nif 11 Wj OQ O� �U WIi I rnM OH 0Ju loi UM MSM U�NY O r'INI t l4.W m J n m rn ai c➢ I N / r. ¢ h:7 rn o�-' II II i➢w'., N N+, rnrn1 rn a)m rntl'I rn 'r`m W NIU N�Z �O CG d cV �j 1 �� rJ b IO< �Z NU OIi) C �I 00] '.�i(VI Nv`a �%a� �_OW. �� ���. J . . . . . . . . . . . . . .I Q� pq0� `il� I NI! 356 U ,� . . . . . . . . . . . . . . . . . . . . . . . . .�K .`-:IJJ .a)O� .m w a)O� . . . . . r-.- pJl m. �� - `tm .ON d'W� a)+ 356. �.. In � a+ r ,zo �+' �+I u)rn �.. WQ aN In .. .-._... , _.-..__.. .. :vn�. ! ��.ot+r.}_a._.�_ I' ...�rrnn:.v• ). II . /d 07 'jI _O.anSf'I�"N- ¢`- ..- -- _ {--- - Wr. �WoiO.rn� r NroW � ROF/l+LL +. L; illC!;!V"C ?m�_ +t.r + +rn ` I + + + m" 1 1 I. : ... .: wwDATE . _ - 12/30/2014 -2750H� 354 WI+I PAJOBNo. 13 35437GN CURVE SHEET(6ETNEE`DIFFERENT STATIONING)®79l__- -_ ' -. _ECURE DATA ABO -0.259 . . . ...... . +0.25% -7 25y -D£S10 R OWhVE PROFILE +0.2J6% 352 -0.2oi 0 +D2o� _0.25% -0.25% .352 .... . -o.s4%J7+00 92+00 93+00 94+0 95+00 5 156+00 155+00 154+0 153+00 152+00 86+00 88+00 89+00 90+00 91+00 NORTH FLOWLINE PROFILE (CAMPUS PARK DRIVE) EAST FL OWLINE PROFILE (WINDERMERE STREET) of 21 SHEETS : ` QNSTRUGTION NOTES vWl d O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 01 CONSTRUCT 6" CURB N GUTTER PER C.O.B. STD. DWG. ST -1. 11 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.H. STD. DWG. ST -3. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE, C.3 M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLO'NLINE S'fA1lON s0 SEWER MANHOLE �fl }'K SQU,6pF PAR CONSTRUCT 'WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". 'SEEILS) TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) / BY OTHERS. © /PJ SEWER CLEANOUT STORM DRAIN MANHOLE SHEET ® Ell ® E9 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. OW'G. S-35. (CONTRACTOR SHALL COMPACTAREA UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF V) 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) PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEEP 3 FOR DETAILS) ADJUST ETC. ALL -<-? ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, TO FINISHED GRADE PER CITY STANDARDS. PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL HOLOPHANE "CRANVILLE" PREMIER LED LUNAR (5 I_ED-.4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY Cl fY ENGINEER. __ it -ter- RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT , 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG, NO, ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) `C3" INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LEU -4K 8OW ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER.f I RECORD DRAWING - - -- - - -- yp. 5ES �I 3 j 4- C10 1579.00' 448.23' 16'15'53" 225.63' C11 89.00' 119.72 ON 70.88' 00 78'54'42" 1 tn�wI� 6Y1 ?=RED W. PORTER, RCE 33446 EXP. DATE _ j10 FUTURE ' (13y RPq�RACT 7245 PLANS CrP1�IA5E 4 ' ) sure m N� 355 CURVE vWl d - J. 2313.00' 491.29' .V, TI `rAsF 3 rO�l� 87'13'50" v C.3 M d / p�dl VE ZI 1521.00' 25.89' 0'58'31" �fl }'K SQU,6pF PAR mss, J J 303.53' C6 1521.00' 10.00' SHEET 8 =,i-, 25,00' 39.52' JIB' 25.25' SEE , 91'35'01" 25.70' C9 1591.64' 270.26' I 135.45' C10 1579.00' 448.23' 16'15'53" 225.63' C11 89.00' 119.72 ON 70.88' 00 78'54'42" 1 tn�wI� rpf/245 NMrnJ OJVZ¢ O'VV� �JZC6 ONJ J -________+ 2350.00' 696.68' �BYySE C1_5 rnJURV]IWw�J w� 29'53'20" 413.71' r' Pq ATE PLANS) , I < > U w I I , I I + rn NLN+BOOM J MMI O' }I N)�C'i 1 1 O(9\_F I 1 -r! ' i &BACK to A OF OF WALK ( �WALK �CI aao'LL3ozgw �J ill viWKW Wm(nm20 I , I _ j10 FUTURE ' (13y RPq�RACT 7245 PLANS CrP1�IA5E 4 ' ) sure m N� 355 CURVE vWl d -. OI! J. 2313.00' 491.29' .V, TI M rO�l� 87'13'50" v C.3 M d 78.18' + 1521.00' 25.89' 0'58'31" �fl 25 mss, 22'41'16 353 .. DE51GN ELOX4AF PRORLEJ� 0`257 351 ..... 157+00 158+00 159+00 I REVISIONS APPRQVBD BY: ;3 SURE -7,245 SEP ARjATE 1 Y \ 1 , 1 \ 1 1 1 PROPOSED R,�W &BACK t \ OF WALK 1 � 2 li I , CURVE TABLE CURVE RADIUS LENGTH DELTA TANCENT Cl 2313.00' 491.29' 12'10'12" 246.57' C2 87.00' 132.45' 87'13'50" 82.89' C.3 89.00' 128.30' 82'35'45' 78.18' C4 1521.00' 25.89' 0'58'31" 12.95_ 25 1513.00" 599.11' 22'41'16 303.53' C6 1521.00' 10.00' 0'22'36" 5.00' C7 25,00' 39.52' 90'34'31" 25.25' C8 25.00' 39.96' 91'35'01" 25.70' C9 1591.64' 270.26' 1 9'43'3 44" 135.45' C10 1579.00' 448.23' 16'15'53" 225.63' C11 89.00' 119.72 77'04'18" 70.88' C12 89.00' 12238' 78'54'42" 73.25 C13 2379.00' 605.35' 1434'45"- 304.32' C14 2350.00' 696.68' 16'59'09" 350.91' C1_5 1550.00' 80857 29'53'20" 413.71' C16 1550.00' 54.05' Oi'59'53" 27.03' II r- rY1 o LL I �? r.m JJ Ow OSI \ 7 a; rn M f � `o \ CSU fj W' OZ on X +Jt 45 t` 355,. C) vwimi z�xr�n Lu Of O ti ¢ 01 O r oa r \ m \ \ \ WU \ \ yw ` N + I { tl t t 7 W o LL I �? r.m .111 N LL. O CIL c w w � = J a�I o om f � GUMC CSU fj W' OZ wo O+ h: t` 355,. C) vwimi z�xr�n Lu Of O ti ¢ w or�u ° c� uiz¢z-zaw�o awl zo�mmQ rn u7 353 �orc�oz��n'vi° U) mq Z U O Q Z LU Z E m wwor �. W.,xi,w�LL F -57...N w M < > U w za.000w wo O 0 to N Q aao'LL3ozgw �J ill viWKW Wm(nm20 i7iz U) z. nwz��xwrx-"o m rbx iooy�oom < W -[o iv oo3a3�ozo¢ OV z NO w°z> wow¢Foo zoo ¢w-¢ xUOUw �p ��6 GOr- N zowww"�o�a t 1 Ul NM 06.ZWyO W(J¢y .L, W r 2w OZxOOZZO� � N m ® O O V'Q, mwZ¢QO.p Z PFU N W I (� W x>o o k f ¢w�OW zavai>� i _¢10WZO oar -0 o¢¢2 t I tl t t 7 W a LL I �? r.m .111 N LL. O CIL c w w � = J a�I GUMC CSU fj W' OZ OQ O+ h: t` 355,. C) Lu Of w O ti ¢ w �d V � y � is ®_. - -- - md-am L )y Tu TRA�T 7 N4 ��gy SEPARATE PI -L ooI SASE L N�LL o �1 q 7%I Ir ! l 4 K CLII K,6 Z �""f-'�Y (V + a>� ° r sde l l 1 F))ASe. I of "JGACT IF [10)AG£J°T F' 14SE r5 nlbT .-W _ ix OUw Z +,1OPE N': 11.15'IAIL W316G6� (,.};ru arA 4.3 Md(e X12. /ar �- .___ I II I i o'W rnJ� y (n -' HORIZONTAL: 1"=50' II 1 w cuuzrmucrr-u �r ar•r= rIN1E. 2€�e .r� f st,rve r -,c sl¢ -,i VERTICAL: 1"=2' r p f �- u l l o e o a I �1V�I li 1 I rm W�3 \atlTu (O.d$T2uQlp,.i Or' d7J4 15..17 P��SE. r� RK QUARE E MIN+ N� SEE �t�Iv N+ ° +rl ttl ' + ry/ ei SHEET 8 �w (2 w; s NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION Le of d O MOOV"Ea r W45 nt or ssr, Pf1L.L5 IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ®y. Un`Oc12. T24.�,..J RLV++1JARp4r ® + ARK DRIVE ENGINEER IF THERE ARE ANY DISCREPANCIES. ®®® CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER Z0 L0 MIN. 0.40' CRUSHED AGGREGATE BASE OVER MINL•+1:00' NAT. GRD.oN9cuar COMPACTED TO 95% MAX. DENSITY URVE ON CURV�- O M r -.m M rU 2 (!1 U NU N �V (D. X O Q]I`- 07M O MOI+i M M JIN M M z TI -6.0 R-48 � � 132.45' 128.30' Jlil JI -I -i o w ,)m M w ON CARVE ON CURYE a. w yr m ") - U n - h ¢ v CO WIC mlln J(Y11r)Jf :n0 JWrfJ Jt-� MUI NZ �7� +J SII l.+ MM �'M W M molal Q OI - - ^ rn -. OWI c V , OZ owl.N} µr! rn I) O O JJ O O O,1) MM Nrn rn � F a„ rnn, rnU!WW m� 11� MOI tEfn I- I _Cull. f-�' � UJ) ,Nrihw �N.. T)¢II .�F,G(57/hIG GRO!/ND P40r//<. ++I. +t -.-k- - + +n .355 o ri a. m+ wo za o� �� 1 ATCFPITRIW[ -- _ - _-___ - - wrn °ml. �w. .o . . .oma. . - f� __-. ._-_ -._ '-- _-- _ _ _ _ Q+ p i - -- m o r. -.- -oso N +F. _. oi-N,- n vI - - --. -- - - - _. - - - - - - . - - . J J ANG iZON1 NE 1 1 .o+(n .+ .. . ... .. . .+J r+n.m,, .. ++. ++. �. WI X/3' PROFILE / o -�I 57-575177 0. 23% .. ...w ... ......... ...... 0.3%.�k w - - + )J ... \\ 353 gip/, .I : : : : : .. - ! : SEE NOTE A": A©OVE-J _ � ESIGN FLOIYLlNE PRGF/LE I ........__0.257 +G',247 ... ......... ............_0.25.%. ...0.35%..._... ............ ...............:.. :.. ............: ..:...:.. :...:...:...:..... :...: ..:... :.. :...:. .:...:...:...:351 - e 160+00 (I 161+00 162+00 163+0 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 1 7. �,u ^- I �? r.m .111 'a IF, �S� a�I GUMC CSU fj W' OZ OQ O+ h: t` 355,. N5 N 353 ...... .. .. ...... ......_ ........... i............ �Nrn�I^ ON2. RYE UIQ Flo 172'NORTH FLOWLINE�PRIOFILEIF 1 19 C. r --w a.0 LK +t!) (O U O® N O�U,,gI�J Ip rn IN OJ i_ M Cn Q O J 1^p L_ .M h�J'rJ M m� }.. O fLW� C'O COQ OJ J rn0 M. U M OU I M M' OµiM M^ v+l S w w M _ m N �W Nrn ow Nn ow !`.. . � cX/S///✓C G90U ✓D WOfILF _ _. _ _ r rnl-. .355 ¢'iZ4 i AT Cr/V d.Ldhc - .�� - - __ _ + . +� ? In yyC -.t ------- ----=-`t--+ EX/577/6 FL66YL/NE`. o . . . . . . . . . ,,*11 : : : : : n�I. ...PROF/LE .353 - DATE 1 2/3 012 01 4 .. -0.257`_-- DESIGN R 099 INC PROF/LE : . 351 ....: 157+00 158+00 159+00 160+00 + % E T VE PA JOB - 0.33 N No 13 2750H .......... .... ..i:... ... SHEET SEE NOTE "A" ABO +0.3376 �7IES/GN RCOW INC PROT&F . O �: -+0.23% ......... ... .. ...._0.259,.:. .0.25% ........ ...................................................... ............ ....... ... .: .. 1- 351 161+00 162+00 163+00 i 4+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 1 6 h SOUTH FLOWLINE PROFILE I �''�;02;0 OF 21 SHEETSJ CONSTRUCTION P1®TES 01 CONSTRUCT 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. 2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3, III CONSTRUCI 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. SfD. DWG. 9-35. (CONTRACTOR SHACI_ COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 fi PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) j7J PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) U PROPOSED 8' `NIDE CONCRETE MULTI -USE IRAIL (SEE SHEET 3 FOR DETAILS) PROPOSED 5"x6" CONCRETE MON! CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -16 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) TEMPORARY SUMP ---�.� SUMP BOTTOM 351.6 SUMP HIGH WATER = 353.1 V01 UMIE PROVIDED = 014 AC -FT VOLUME REO'D = 0.06 AC -F1 1'416' _J v m W .J� � ~ ~ W JWI -IWI' JWjJW J© JWI JLil JWI JWI Jr1 Irv) JWI m❑ 'JOJ �0 (D., j C TO �M O` OG O 00, O f CD U jL O<, GZ OL OO�I O 70 OZ uZ; �Z� Qz y'r7�, mv, mil U, jw ffj6 T OjU LJ 0'. nQ. na OI �,m�'' m}'ms h��l QI a u)r : a ,amu Nol }; i m NN v>r) MIO NI v O Ji O+ J cb m ^-T w, O"l Om'_ O O Om Off" O O O O O O� rn T ICI mI m7 M,b m- 6 mr- Il)N Li)rh ill -J .r)J turn L()GI !iJ(A UYIX Zo h j IC I 0, i n 0L_ rC0 i -n 0, h� NOw "O')#JI�W �Fo mN"J 0o O"�. P (O kW\+ J +m'^.+ �+ + 1- + I } �} +U FWI}4 rte- ^A m r- 3 m o, m n J t+� F 1 JI 3 mJ mL WI- WLLjW W �W [91.Ji WL_ Wt+ FUTURE PARK SITE (BY SEPARATE PLANS) L s 1C4�� OS 6 392 8 d S49'31'25"W - (/5) -� BlassO o -- - (L/S) 51397.(} hl F-Ik •[ �2 n i 1 FUTURE TRACT 72DO z (BY SEPARATE PLANS) oW� oW owQ DRAWING RyyWN T b r. + + l + ...q NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS F,)Y+ FRED W. PORTER, RCE,3448 CXF? OATC �. A 34" HIGH PRESSURE GAS MAIN. CONTACT PG&E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. 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 7.8-5'R=6.0 R=48 7.85' 7.85' ON -I 1 0 _1 I- 9N... G I IL", WINDERMERE STREET SEE SHEET 5 I r ,J 0"" A' 'I - + I CAMPUS PARK DRI SEE SHEET 5 CURVE TABLE CURVE U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. n -1i CONSTRUCT 5.5 `MDE COMBINATION SIDEWALK PER C.0.8. STD. DWG. ST -3. ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. p 8712'45" OO SEWER MANHOLE FL FLOWLINE STATION 44'21'31" 28.54' C3 60,00' © SEWER CLEANOUT 0 S) PROPOSED LANDSCAPED AREA (BEHIND CURB & GU"FTER) SEE LANDSCAPE PLANS 971.00' 5.00' 6L25i 3'3551 90'0000" BY OTHERS. 0)STORM DRAIN MANHOLE _7.85' 173.13' 87°35'37' ------ RIGHT-OF-WHY ADJUST ALI EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, 9'18'17' 81.38' ETC. TO FINISHED GRADE PER CITY STANDARDS. ---- SEWER 31.69' W OW --- -- STORM DRAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 54.59'89.00' Cr a Zzrw wn� EXISTING EDGE OF PAVEMENT -0- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 1ED-4K 60W 43'40'29" 35.65' ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS �IXW 0. �2Zrt-2>C o 0 APPROVED BY CITY ENGINEER. IY�K'Y wZ Om 4D- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W `� '®i �LL uU' - O � � F TL -d ARRAY) WITH 14 FT. HAMIL"FON ALUMINUM POLE OR EQUIVALENT AS 4 xS�pLSO.LwZ� HFOd FUCf1q� APPROVED BY CITY ENGINEER. 1'416' _J v m W .J� � ~ ~ W JWI -IWI' JWjJW J© JWI JLil JWI JWI Jr1 Irv) JWI m❑ 'JOJ �0 (D., j C TO �M O` OG O 00, O f CD U jL O<, GZ OL OO�I O 70 OZ uZ; �Z� Qz y'r7�, mv, mil U, jw ffj6 T OjU LJ 0'. nQ. na OI �,m�'' m}'ms h��l QI a u)r : a ,amu Nol }; i m NN v>r) MIO NI v O Ji O+ J cb m ^-T w, O"l Om'_ O O Om Off" O O O O O O� rn T ICI mI m7 M,b m- 6 mr- Il)N Li)rh ill -J .r)J turn L()GI !iJ(A UYIX Zo h j IC I 0, i n 0L_ rC0 i -n 0, h� NOw "O')#JI�W �Fo mN"J 0o O"�. P (O kW\+ J +m'^.+ �+ + 1- + I } �} +U FWI}4 rte- ^A m r- 3 m o, m n J t+� F 1 JI 3 mJ mL WI- WLLjW W �W [91.Ji WL_ Wt+ FUTURE PARK SITE (BY SEPARATE PLANS) L s 1C4�� OS 6 392 8 d S49'31'25"W - (/5) -� BlassO o -- - (L/S) 51397.(} hl F-Ik •[ �2 n i 1 FUTURE TRACT 72DO z (BY SEPARATE PLANS) oW� oW owQ DRAWING RyyWN T b r. + + l + ...q NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS F,)Y+ FRED W. PORTER, RCE,3448 CXF? OATC �. A 34" HIGH PRESSURE GAS MAIN. CONTACT PG&E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. 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 7.8-5'R=6.0 R=48 7.85' 7.85' ON -I 1 0 _1 I- 9N... G I IL", WINDERMERE STREET SEE SHEET 5 I r ,J 0"" A' 'I - + I CAMPUS PARK DRI SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT H 75_00' p 8712'45" 71A4' r C2 r m07__,54_2_0_'_ YJ ry O 44'21'31" 28.54' C3 60,00' 52.05' 49°4222' 27.79' 04 I C5 971.00' 5.00' 6L25i 3'3551 90'0000" 30.63 5.00' rl o m _7.85' 173.13' 87°35'37' 70.96' JpllJqq 1000.00' 162.40' 9'18'17' 81.38' ,~yZ DTII t Pf + 31.69' W OW cn I , ht 1'416' _J v m W .J� � ~ ~ W JWI -IWI' JWjJW J© JWI JLil JWI JWI Jr1 Irv) JWI m❑ 'JOJ �0 (D., j C TO �M O` OG O 00, O f CD U jL O<, GZ OL OO�I O 70 OZ uZ; �Z� Qz y'r7�, mv, mil U, jw ffj6 T OjU LJ 0'. nQ. na OI �,m�'' m}'ms h��l QI a u)r : a ,amu Nol }; i m NN v>r) MIO NI v O Ji O+ J cb m ^-T w, O"l Om'_ O O Om Off" O O O O O O� rn T ICI mI m7 M,b m- 6 mr- Il)N Li)rh ill -J .r)J turn L()GI !iJ(A UYIX Zo h j IC I 0, i n 0L_ rC0 i -n 0, h� NOw "O')#JI�W �Fo mN"J 0o O"�. P (O kW\+ J +m'^.+ �+ + 1- + I } �} +U FWI}4 rte- ^A m r- 3 m o, m n J t+� F 1 JI 3 mJ mL WI- WLLjW W �W [91.Ji WL_ Wt+ FUTURE PARK SITE (BY SEPARATE PLANS) L s 1C4�� OS 6 392 8 d S49'31'25"W - (/5) -� BlassO o -- - (L/S) 51397.(} hl F-Ik •[ �2 n i 1 FUTURE TRACT 72DO z (BY SEPARATE PLANS) oW� oW owQ DRAWING RyyWN T b r. + + l + ...q NOTE: USE EXTREME CAUTION IN THIS AREA, THERE EXISTS F,)Y+ FRED W. PORTER, RCE,3448 CXF? OATC �. A 34" HIGH PRESSURE GAS MAIN. CONTACT PG&E PRIOR TO ANY CONSTRUCTION WITHIN THIS AREA. 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 7.8-5'R=6.0 R=48 7.85' 7.85' ON -I 1 0 _1 I- 9N... G I IL", WINDERMERE STREET SEE SHEET 5 I r ,J 0"" A' 'I - + I CAMPUS PARK DRI SEE SHEET 5 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 75_00' 11416' 8712'45" 71A4' r C2 r m07__,54_2_0_'_ YJ ry O 44'21'31" 28.54' C3 60,00' 52.05' 49°4222' 27.79' 04 I C5 971.00' 5.00' 6L25i 3'3551 90'0000" 30.63 5.00' 0 1a 11 xdr�'�mii 74.00' _7.85' 173.13' 87°35'37' 70.96' JpllJqq 1000.00' 162.40' 9'18'17' 81.38' no;sawp z o¢ 1029.00' 63.3:' 3'31'39" 31.69' Vr7 89.00 61.01' 39'16'41" A.70' UZUZHzw Qpr` �zrww���zm•nLL 70.00' 54.59'89.00' Cr a Zzrw wn� Z U) I) z�owcgoa=xF 67.84' 43'40'29" 35.65' C 0.11.ov'ly hwr 49r. I�PL45 V_wiD £YL TREE Irl (Cvl.+1 pA(y p,,r'I o 2do {J P w a ,r; > U owl- gyp= '-, o w.N�wzLLw 4K iizo�z zw�o 6)!n z rnsw�p>Iw-�)a YJ ry O ' �pJwmo Iu Z J � ix owau�p�l2 U M V�rACOu.OF o ; <LU LU U . OOOZU p, �y � � <z o {� VJ lu 0 1a 11 xdr�'�mii NS n z z'rLLw zvi tuZp Zp�•Y !89 11- (� V -vOnp JpllJqq O Zi TZF O < (� C1 V�[iW1p�i �Lp Ow iii LU -CO Lu no;sawp z o¢ W z v0 1`- gaOyLL•Ono$ Z C(VJ Za zwZ xw'pw c'>¢�uj Ili d Od YUOZZp � rJ (D UZUZHzw Qpr` �zrww���zm•nLL � Cp O z Upu ~'y wpwu ¢w opo Cr a Zzrw wn� Z U) I) z�owcgoa=xF > H o - - �IXW 0. �2Zrt-2>C o 0 IY�K'Y wZ Om C w•y 'O 9Ru�i 1 `� '®i �LL uU' - O � � F TL -d 4 xS�pLSO.LwZ� HFOd FUCf1q� ®p -oE l5"' IM5TALL W31 (,A)SIC,J LJ/Or<1i3 riAYs1EY/, Ai�A. f"ll N6 I DAR/ OF-1'rdAll !P AQJACC J1r P,)A:E 15 nJG, cuJ 51ILIA"r�0 A'r 5A N1c7'10-r(f. f[=N Eat€ A1.1} 3ALYAC=e_ ( jIG tt Uf AlJ•S PG nIT P+425c. 1 ,r�fkqEVISIONS APP ROVED BY:�/ DANIEL. PADILLA, v CATF ON GJR,E I iCURVE I CURVE Fz M r,Um s Uw -rp- oJrzi ,„.ni �v'' s a,Jµlr,i mao= c- rrnirr)i -1--ml:r�ni IMni vr•')i ,7 --;UW ltrrai r- rwnirr�i�er ,Tlrr)i .!=�allrr,i rr.alIrm<i.ti--a mri.!-,.Cni) I CURIA Roal�a CURVEGWI1o.,y: ,1---•rl o:U I;.a. o ^rI a.lwri �I-it;.o_i-Irni .�.[c<� r ON CUi I�Im,w p mIC. zn 11 ) t II U t II Um II nl cr) IIr/ rcYU rNO HORIZONTAL: 1"=50' -�wi, �m ri W Oo�lo�egI\�-'.i, M 0O'VJ1m0Nt+`o,-I.'', Ml•nF) M v'"1nrail.] VrnU0I T!. M ntJ.i,C,GIt dwr.l ..b. .,jI0m "� wU) II errn Iw)„ff_Imihraw•1ms_TN-•Cm'J : w) Ir`7s). M .Yr�),`� IMi 7 )JJ IrI')J Wth -r4�IJC- )1 , M l) tM"1 VETICAL: 1"=2' llO Or - It 11 ozU� CJU I 11 II it ' Z oz pI1 cO„o o Iw I Ord OZ - LI_ a 4Q(J mQ T LJmwr4-U, FvCV +ivOOmm 114 I G) 1 0U�1. G, I ... ._..-- . . .0 4J_ 7v.{hI.) j Z0m0r`. J1. . 1 W 1 1' ALJ tOr)NON+ DDOT- nw + + Vg IJWW IX -, UJr, a, W�� 355 .. . ....... ).......... ......... .. NIOnO S�nP+?I1I _tn(t0f')1 �J4 . i / _ 355 O.64% .:. .:. : +0.64/ PRFUR/REFLOUOfI(E 5% FD.25% %020353 I_2 0. 1 _-0. _0 64% . . . ........ +fOhIPIF PRGfIE9gq 353 \ TEMPORARY SUMPrX r77P7G /)/1Jv� PRS%. SUMP BOTTOM a51 SjX _ _ AT 351 .... ... .. ....... ......... �� ,... 351 74+00 75+00 76+00 77+00 78+00 794.00 80+00 81+00 82+00 83+00 84+00 `� � { (� }K-A�m�Zs Mr)j vFLv m-J'CcDJ -tr u) ,t0 ^�[0CY3�2Q) NS6 IInUI16 85+00 -UW Il m 86+00 WEST FLOWLINE PROFILE 113.13• N CURVE Il mv)m 11 11'1 11 LCPF-' n 'i n16 ) N }w1r) �r7 cvlr) n2") W�I>7 mr; f� rr,Dr'tr� ^H'--cl"i C cu)iu'"J �ni WWO., k) M U O UG W' p (Jn0F. ou4'J UJ tVi SON o LO CJ r` o �J-I ;o t0 �. ( N Irl . Nm 355 </ . m4'',m�l 355 I rZ y _-0r?RIPEFL.01LN6-26%-0.21% +0.25% + -0.21 - 0,257- +0.26% . . . I __ R ow1h1E PROFILE - -- - - 353 TEMPORARY SUMP ... ...: �.\SUMP BOTTOM -351.6:,X..:. ..: : ... : ... .. ..: ..... . ..: . :.. :. . ... ... .:. .: .. .. . .. . :. ... ... .... . ... :. �-Xi1DNG"'PUUAL PPJFI.. . ..:. ..: ,�. �. :.. .... :. ... .. .:... ... . 7C J,u,LUE III 351:... ...:.. 35? .. .................... .... .. ............ ..�. .: 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 x fila go IT !"C2 i.r "r- 04 sn 2do {J P w a ,r; > U w 3 ory, O� f,� L U 9 ISJDaa 4K VJ J CN 'B; erg Lij v- 0. p+ VJ t g e'aW L io s r,_r {0 L.l� z [L 9p III0 �' 11 rvo Z U) I) 6�J..1 + LL. 0. q i J n n O p C 11 DATE 12/30/2014 'LPA,JOS No. 13-275OH SHEET OF 21 SHEET afl�r�-��� h flTFS UI RADIUS LENGT'rl © CONSTRUCT 'SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG, ST -13. Ct II it 111 0 u 0 EXISTING SURVEY MONUMENT' -- PROTECT IN PLACE. Q1 Cr C z c CONSTRUCT 6" 'URB & GIJTrER PER C.O.B. STD. DWG. ST -1. 11, CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST --3. �<) _ 132.45' _ 128.30' 07 + a QI I 0) Os SEWER MANHOLE 02 CONSTRUCT WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST --3. FL PLOWLINE STATION 31.90' L SEWER CLEANOUT �I CONSTRUCT WHEELCHAIR RAMP PER CA.LTRANS REVISED STANDARD PLAN .A88A CASE "A". (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS rvJl STORM v DRAIN MANHOLE / (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) 25.00' BY OTHER& W7 O�!rI5 N , 25.00' CONSTRUCT lY CROSS -GUTTER PER C.O.B. SG. DWG. " 3E. (CONTRACTORACfJR S}A.a COMPACT AREAA ') ADDU Tf ALL EXISTING MANHOLES, CLEANOJ TS, VALVE COVERS MONUMENT ENCASEMENTS, ----- RIGHT-OF-WAY M1 .,WIDt UNDER CROSS -'UTTERS AND A MINIMUM OF 1EITHER SIDE TS% MAX. DENSITY, TO A DEPTH OF ETC. TO FINISHED GRADE PER CITY STANDARDS. 46.56 74.85 -�- - SEWER C27 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 . 117 66' 23'3414" 59.67' C281500.00'. STORM DRAIN 4i PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ,/r -__-1!i EXISTING EDGE OF PAVEMENT I PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) - �- INSTALL H01_Gf"1ANE "GRANVILLE" PREP4IER LED LUNAR (i LED -4K 60W N I>3 PROPOSED 8' 'NIDE CONCRETE MOLT) -USE TRAIL (SEE SHEET 3 FOR DETAILS) ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS `�6✓- 0 PROPOSED 6"x6" CONCRETE MOW CURB (SEE SLEET 3 FOR DETAILS) WW��O zrxr)w=�zaao� APPROVED BY CITY ENGINEER. " CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS "(:j- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K SOW Til ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS RECORD DRAWING AND DIMENSIONS) APPROVED BY CITY ENGINEER. "mm 's�Fd�lF=y �9'l c di,,. t'J R.3ip `Fy`i.0 r - ARk wI pit- DRI l vt ro) 6 isUI LL J w .A®D + �LL EL Jfi' ✓ ) C' � � L. \ J 1 \ r i / 1 , 1C7 G3\\ i15 Tw) 7 51R'4 U4 W R w r v. -�-T "--'-'- 'IVe- zr O I / r r R/W & BACK � /r &. BACK OF WHIR 17; � h u lr SNI CAMPUS I j --- - 171 SES ARK RrvE °, -0 `r� `.. ,L ey auk m + W ��✓ f J WI- W M h _� UJ WIJWI+- +J u- Mol'S. P": I.IsRAL W31 (CA) 5164 w/orgtl-j "A'VE2 A'r (wa,SE gp2y dFTF A<r F,4A5r Ir - 15 i15 NVY =1-Y"5A-t YLEYAOVF An,10 5dLVA C--+¢ SIC-a_,i- w(Car.t',;7'r[,u C"YVUa! or Pr))AcCE,r 01 C�) It U1 II. �I J Z7 J 9 1 FRU, `,•+t. PORTER. RCE 33448 E#P. w WE ISI II or v 4MJ L I V r !V N W + I r - I FUTURE TRACT 7247 (BY SEPARATE PLANS) I I I 2 PROPOSE) RAV & BACK OF WADI, -7 '115'53'06- �T3S2� 10 '175'53'0, 6- ��CURVE TABLE UI RADIUS LENGT'rl DELTA TANGENT Ct II it 111 0 u � 89.00' Q]+ a)DI to v: 70.88' _I .J �<) _ 132.45' _ 128.30' 07 + a QI I 0) q� OU COi iU OI 25.00' 45.30' V+UIG 31.90' 1 ,'-0i 34.54'_ n W IyJ CUI I .. 'l- 1J (J I` rvJl 11'49'20" / C10 25.00' 1 / W7 9 1 FRU, `,•+t. PORTER. RCE 33448 E#P. w WE ISI II or v 4MJ L I V r !V N W + I r - I FUTURE TRACT 7247 (BY SEPARATE PLANS) I I I 2 PROPOSE) RAV & BACK OF WADI, -7 '115'53'06- �T3S2� 10 '175'53'0, 6- ��CURVE TABLE T RADIUS LENGT'rl DELTA TANGENT Ct II it 111 0 It C2_ 89.00' z 77'04'18" 70.88' _I C3 C4 �<) _ 132.45' _ 128.30' 07 82.89' 78.18' a - 25.00' -_ Z5.OU' OJ q� OU COi iU OI 25.00' 45.30' V+UIG 31.90' ✓f' ,'-0i 34.54'_ n W IyJ CUI I .. 'l- 1J (J I` rvJl 11'49'20" CWO C10 25.00' Ly`OJI W7 O�!rI5 N , 25.00' i -JI + JI\_ + fG fi WL. WLL,3 M1 9 1 FRU, `,•+t. PORTER. RCE 33448 E#P. w WE ISI II or v 4MJ L I V r !V N W + I r - I FUTURE TRACT 7247 (BY SEPARATE PLANS) I I I 2 PROPOSE) RAV & BACK OF WADI, -7 '115'53'06- �T3S2� 10 '175'53'0, 6- ��CURVE TABLE CURS!' E RADIUS LENGT'rl DELTA TANGENT Ct 89.00' 122.58' 78'54"42 73.2J C2_ 89.00' 119.72' 77'04'18" 70.88' _I C3 C4 87. DC 89.00' _ 132.45' _ 128.30' 8773'50" 82'3545" 82.89' 78.18' CS C6 - 25.00' -_ Z5.OU' 43.62' 40.54' J X5735" 92°54'33' _29.71' 76. 0' C7 25.00' 45.30' 103"49'12" 31.90' C8__ 25.00' 34.54'_ 79'179'59" 20.67' _ C9 500.00' 10317 11'49'20" _ 51.77' C10 25.00' 32.70 74'S6'2'L' 19.16' C11 25.00' 44.29' 101.2952 30.60' C12 25.00' 33+94'_77'47'29 23636" 20.17 C13 C14 1 25.00 ' 1514.00' 46.56 74.85 1)6'42'09' 2'49'58" 1 3360' 37.43' J H 1Z F -mi rI.J 1_ �I N ma JMI '-JN J W � O� OUV 'OWI W 2LL _ C OU V Orr O� O O +Lq V+I QUID V Ni V�.Lq �_� CJI WMO CO +rvito \ + W+M N 'J' FUTURE TRACT 724' 21 a I p) (BY SEPARATE PLANS; PROPOSED RJW & BACK I WALK M(TYP) - n 2 r /�PROPOSEI WALK 12 - - - -�,e C2 C2r�.. +- _�-4 9 - _,T_ _ _ - .�_� 61 _ CL INT'117(10 I4•'E 15 16 1 9 /+20.2 -g�-F- -77 I �/7 I to /V T11_-,;.Tl�. �'-OF WALK R/S' &BACK I �� 3 }}�� OF WALK 1 ) 1 II A ri -------------- W - IG T. FUTURE TRACT 7248 it �� (BY SEPARATE PLANS) U W [Y Offl OWI ODU C[b OWI OOU W+ r 0 y0)I �NyCrnV �0 tlj� f)Ole t'J )TIO M+'1 ��,' "V CONSTRUCT MIN. 0.20' 'TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY -11=4.5 R=46 PROPOSED R/'8 & OF WALK FUTURE TRACT 7248 /, (BY SEPARATE PLANS) O� r ,r ___-__ REVISIONS AP i ROVULA BY: xy __ Efj .i..'Fi ER ld.0 e. No. 3344D - _....�.._.._ _ATE 1 �' DANIEk ?ATGtLsu P"1 .E'„ FlIo. 67CCL DATE r CURVE TABLE CURVE C15 .RADIUS 1486.00' LENGTH 55.43' DELTA 2'08'14"r37.09' TANGENT 72' C76 1500.00' 74.16' _ 2'49'58" �, C17 25.00' 33.63' 77'OSbO"92' �mizNo�wwF C18 1514.00' 4.45' 01006"2' u j C19 1488.00' 33.34' 1'17'OS' 16.6, C20 25.00' 1 44.65 102'19'52 31.06' C21 25.00' 39.27' 90'00'00" 25.00' C22 3_14.00' _ 8'24'37"_ 23.099' 023 25.00' _46.09' 35.23' 80'44'211 21.25' C24 25.00' 37.92' 86'54'35' 2.3.69' C25 314.00' 14.30' 23636" 7.15 C26 30600' 123.41' 23'3414" 62.59' C27 1 286.00' . 117 66' 23'3414" 59.67' C281500.00'. 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NO TE A ABOVE+04 .. ... 777_. 20 -05 % +0 0- -+LS';J .r0�23% L+q.2J9 -o z5y� 352 .......... .. ..... . . : . . . . .352 13+00 14+00 15+00 1600 17fl01£+flfl �___6+007+00 8+00 9+00 +0 + ce 10) EAST FLJWLiNE PROFILE - - -- oG lJ c \SS'/.'leu it Ll Y) i C 0 m � n e 's \1 DATE 12/30/2014 PA JOB No. 13-2750H SHEET OF 21 SHEETS NSTRUCTION NOTES O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.G.B. STD, DWG. ST -13. --------- ------"--- - i CONSTRUCT E" CURB Be CUTTER PER C.O.B. STD. DWG. ST -1. ii CONSTRUCT 5.5 WIDE COMBINATION SIDEWALK PER C.O.B. STTD EXISTING SURVEY MONUMENT PROTECT ID. DWG. ST -3. N PLACE. I ?zJy Q CONSTRUCT 5' `NIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOW] Cs; SEWER MANHOLE INE STATION i 353 �j CONSTRUCT WHEELCHAIR RAMP PER CALTRANS ,REVISED STANDARD PLAN A88A CASE "A". (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEF LANDSCAPE PLANS U SEWER CLEANOUT 3 (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) BY OTHERS. OO STORM DRAIN MANHOLE CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. 5-35. GONTRP.CTOR SHALL COMPACT AREA E4L ( RIGHT-OF-WAY UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ADJUS I AU_ Y,!STING !41ANHOI FS, CLEANOUTS, VALVE COVERS, MOP!UMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - - SEWER I CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D-14 _ ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS NOTED. , --- STORM DRAIN CONSTRUCT WHEELCHAIR RADII PER .,ALIR4N❑6 PROPOSED ROUNDABOUT (SEF SHEETS 18-21 FOR DETAILS AND DIMCNSIONS 5 - _ - EXISTING EDGE OF PAVEMENT REVISED STANDARD PLAN A88A CASE "F' PROPOSED - CI 0 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) -6- 60W INSTALL HOLOPFIANE "GRANVILE' PREMIER LEU LUNAR (5 . LED-4K-4KI ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS I _ --------PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) APPROVED 8Y CITY ENGINEER. RECORD DRAWING II I i it I 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K SOW PH A -.e CAKity I I I I AND DIMENSIONS) - ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. °---'' ✓-�` L------ -- �nwlcraEse.'rF� -o„cI-uJ�yorA,a-1-Yt-- .o(,<fr+a-rla-twg)arsIf-F��,.n�l o-wn-c/�eo.Mrr 4-r-�sraa✓rn«-a��r .s cse--t��o'rr �/��2�WINDERMERE STREET ..� (A\ EA DETAIL 6Y` .3�SCALE' 1"= 20 EE SHEET Q r v- ✓ v - s Y /-�" Q w O Z Z Z) d O r � co Q Z W' GO 58E I as rn O fEi�7 w 3 114 o C4 C5 x N cc,lsreCrcreo Ar Sn,ne-rr�ne.2ewova <tNn sa�vace srG-I :�I- 25 00' v.![wJ rRucrJ oil c�MJncsMr �+Arse. UA�IIr 25.00' ^i 'r 36.00 6 < .91 SII �T3N ' cn to 25 00' _ d+' V+ v)o rnui OOH �Z rd OSI 25,5 v + Oro+ roh mi + 85.40 01 10 �C11 2... 25.00' 39.83' _ 91°17'04" 25,57' U 25.00' 38.63' 8832'2.3" - 24.37'7 a 0 [°J '.t li J6 L- 4! WJ WJ uql 4t� d'li + m Flbr�' Lco@nl MUTE "A"�ar o +tn M) EUA C j AFF b,, H b'IfGE L`F CoYf pLE?'1 ov.l FlLEr 1V 9£M APPROVE) T9A� %sJ17`I SYafET IZ6 PLPN�, VINUO + + + ? I`7 ,2.019 CONSTRUCT 6 (HICK CONCRETE FAUX BRIDGE WITH y ro+I I H -�� MINIMUM 590# CEMENTITIOUS MATERIAL PER C.Y. R j `Vro W OVER MIN 0,40' MUSHIER AGGREGATE BASE OVER 2 LL J +- 12" NA' GRD. COMPACTED TO 959 MAX DEPISII Y. ��.�. LLI <U STAMPED CONCRETE PATTERN SHALL BE LI HO -EX {0 J LLI PLANK 96" WEATHERED WOOD -IPE ww� ac'-i0i�rc v✓ 8"x PLANK 8"x 96 REFER ?0 LANDSCAPE ARCHITECT'S ARCRLUITFC O Q O K 1- to O �] p f1.I PLANS, MATERIAL AND TYPE SHALL BE APPROVED <ULI \„% O ,v N BY CITY ENGINEER, Lal � NO m gOzo�wp�0o¢ 58E I as rn O fEi�7 w 3 114 o C4 C5 x N J V z x LL � I � m0 25 00' pw Om� I O Om NW hQ C4 C5 m 133.65' 1535 � \) m0 25 00' 39.27' 90'00'00" 25.00' 7 36.00 6 < .91 SII 14.12 ' cn to 25 00' _ d+' V+ v)o rnui N n 25 00' 99' 78' 91'09'47" 25,5 v + Oro+ roh mi + 85.40 01 10 �C11 2... 25.00' 39.83' _ 91°17'04" 25,57' U 25.00' 38.63' 8832'2.3" - 24.37'7 a 0 [°J '.t li Joh»ro w¢xa L- roll WJ WJ 4t� d'li 4L� Flbr�' Lco@nl l PydSE Ce SH&LL raUr' wrm (3f ecNfr Fire -Ar S li fr�F'2UVEM AND f-FLFJ'jof 5L fDE CCJRIS'1347-1P EUA C j AFF b,, H b'IfGE L`F CoYf pLE?'1 ov.l FlLEr 1V 9£M APPROVE) T9A� %sJ17`I SYafET IZ6 PLPN�, VINUO Arg TY 17, 2of1) A5 APr°RU'Jep aY-04E CI'r'( of PA9ElZSFI&LO I"'uefHe WOL'rS PtP5.Cvrz. 1,4 L£T1-Ert PA'fLO AIA6u�I_ I`7 ,2.019 c \�I ro� tl R°a35 I � i I J�-JW JLr)� Jh� ��� J� JO Lq roW m l'D O rn N J C M PRIVATE +1 f ANI N } 01 } STREET + I + FUTURE TRACT 7254 t-1 \ (BY SEPARATE PLANS) _ \ / }y i 1l-4 T � -iy 0.5 26 WINDER MERE STREET _ CURVE TABLE CURVE RADIUS LCNbIH DELT TANGEN\ C7 -89 00 12__p 83'03111-78.82' 2 89.00' 129.3'03'31" ,78.82' C3 87.00' 134.16' I. 88'2114 84.54 C4 C5 87.00' 200.00' 133.65' 1535 88'01'1 A". '+2355 8404'__ 7.68' C6 25 00' 39.27' 90'00'00" 25.00' 7 36.00 6 < .91 42'50'00" 14.12 9CS 25 00' _ 40 83' I 93'34'01"26.61 ON r7 LU 25 00' 99' 78' 91'09'47" 25,5 �C109 00' 58.31' 85.40 01 36.16 �C11 2... 25.00' 39.83' _ 91°17'04" 25,57' U 25.00' 38.63' 8832'2.3" - 24.37'7 N69_51'07' E JSP ® 5 I 51+4d.00 -1-T 54+7S.b0 _ TNI t.L 1. M� mI rG Gl '-,.PRIVATE GATE -----I--- III 1�SI=E DETAIL(A i., FUTURE TRACT 7246 j (BY SEPARATE PLANS) I I OP II � II p TVI. II p ^I �U �U'" OU� �x W W OQII 2 tDWi OW O[ �f SOI oN ��I. tn0 o°tiN t(pfJr +'n +'n + +t InLLI tCJ W' In IL !n tL it LO LJi.4n L_ J tIJL (PRIVATE STREET) CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT, GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY VERTICAL: 1"=2' TI=4.5 R=48 �6 g6 >6 +63.00 -_ - 57'FE ROTE "B' NT 1 SEE NOTE '13 ,i 10 �..+Y-H-•�I_ TILL LL*� 'C' BELOI Co W alI ooj� II: 11 II I� toI � II 1111 � p II' � uni' SII FUTURE TRACT 7246 (BY SEPARATE PLANS) ^I II I -I I^2 -tea �w n Ed i NOTE "B": INSTALL TYPE 3 BARRICADE bU GZ'� II WITH (2) OM4-3 W31(CA) OWI OdOQ N I N Wh ohI µoo NOTE "C": THESE (4) DRIVEWAYS SHALL BE DEFERRED 4 µNI UNTIL CONSTRUCTION OF TRACT 7246. O+ C5 O+ +II +'r)1 hJ hJI'�J. �W trl4_ OLL! 30' NOTE: STREET TO BE MAINTAINED BY H.G.A. 11 SEE NOTE "A" ABOVE - PROPOSED STREET SECTION (FAUX PRIVATE ENTRANCE STREET SP RESIDENTIAL EN TRA -- 30' 15' SEE NOTE "C" BELOW BOTANICAL DRIVE UTURE STREET) (III^III I II i i IIS I II ' II i I II I I I I II II I j I I Ili II I I � f 3 C6 i 53.00 1 oLL z. App Z �- �I E LLJ U -UO Ww OID 'C5 11FVISIONS APPROVED BY. CL 0 _ 0~ <t� �J t.. 7 vi zoNz WZLLy - /) '•, t 'r. C'`1{�",nC°E. u3.3448 DATET _.._._...__ ON r7 LU o�l 1n 1 a ) GJ COLLINGWOOD oLL \_ DANIEL RADILLIA,R.C.E.NO. 6 006 DATA (SHEET 9 OF 21 SHEETS DRIVE U + o Fp z.Owa Ii a 0 Joh»ro w¢xa L- (FUTURE STREET) ` I ii I I � FUTURE TRACT 7254 w uj D of as (BY SEPARATE PLANS) 7 > U 0 c z II LL l (\ xx I H -�� R j 2 II ZTYP)- �r i/�JI��yJ-j]I{' ��.�. 06 N69_51'07' E JSP ® 5 I 51+4d.00 -1-T 54+7S.b0 _ TNI t.L 1. M� mI rG Gl '-,.PRIVATE GATE -----I--- III 1�SI=E DETAIL(A i., FUTURE TRACT 7246 j (BY SEPARATE PLANS) I I OP II � II p TVI. II p ^I �U �U'" OU� �x W W OQII 2 tDWi OW O[ �f SOI oN ��I. tn0 o°tiN t(pfJr +'n +'n + +t InLLI tCJ W' In IL !n tL it LO LJi.4n L_ J tIJL (PRIVATE STREET) CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT, GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY VERTICAL: 1"=2' TI=4.5 R=48 �6 g6 >6 +63.00 -_ - 57'FE ROTE "B' NT 1 SEE NOTE '13 ,i 10 �..+Y-H-•�I_ TILL LL*� 'C' BELOI Co W alI ooj� II: 11 II I� toI � II 1111 � p II' � uni' SII FUTURE TRACT 7246 (BY SEPARATE PLANS) ^I II I -I I^2 -tea �w n Ed i NOTE "B": INSTALL TYPE 3 BARRICADE bU GZ'� II WITH (2) OM4-3 W31(CA) OWI OdOQ N I N Wh ohI µoo NOTE "C": THESE (4) DRIVEWAYS SHALL BE DEFERRED 4 µNI UNTIL CONSTRUCTION OF TRACT 7246. O+ C5 O+ +II +'r)1 hJ hJI'�J. �W trl4_ OLL! 30' NOTE: STREET TO BE MAINTAINED BY H.G.A. 11 SEE NOTE "A" ABOVE - PROPOSED STREET SECTION (FAUX PRIVATE ENTRANCE STREET SP RESIDENTIAL EN TRA -- 30' 15' SEE NOTE "C" BELOW BOTANICAL DRIVE UTURE STREET) (III^III I II i i IIS I II ' II i I II I I I I II II I j I I Ili II I I � f 3 C6 i 53.00 1 oLL z. App Z �- �I E LLJ U -UO Ww OID 'C5 ^000 Lu CL 0 _ 0~ <t� �J t.. vi zoNz WZLLy - O _J J LU 1n 1 a aizpFZW �op m � w (SHEET 9 OF 21 SHEETS U o Fp z.Owa Ii a 0 Joh»ro w¢xa L- Z W 04 � w E w uj D of as s o 7 > U 0 c z ozx�pao OTo N NX ¢'L pYOU�URmO 06 1/l {0 ww� ac'-i0i�rc v✓ O Q O K 1- to O lY p f1.I <ULI ,v N Lal � NO m gOzo�wp�0o¢ 2 N yao�zaa M W ao2 Oa2 W Zl=-)VC� _ _z m3'-czzU Ll� O N n�74z¢cwiz o� 0 - Z��Ow�O��FIx- *� Z Q 2U l/1>2 K Zp Ow Od.K WxoOS_ O L7 pwopz oo¢m U awz O¢uz� F 04 FUD(Y4� ' ** - LANDSCAPE SLOPE MAY .VARY FROM 27 MIN. TO 3:1 MAX. SD n . M -. .CVs 7 ,.) _ ON CURVE ON CURVE 39.27' 39 2T _I I1 o �Irn Oj II II +'!� II Uig-- Va^'a U O II UoJ II VIS II Ulm ION CURVET �ON CURVET �+ ;-'.m W, °'z Jtn u� Jwi1 ��ri i� m�t v*� m15�wc� li o=lr_ II c5 rD IIm �I cmiln rl c� rn NOT TO SCALE Jo o� Owo C r.� u) II � a to ml Z 4' iz .n Jl-tnJr'n I-m,la r-O-� I -ay ,_I, 4 tim w on m U .O.vWMr2,Mi+)Wt.'' JIrvJ �? 1 '0 'M Mr'J �' ^T HO �: SOI 2 W Jh „U'.) JU]Y JGP rj J Irv) - O: O O:O °) OOIr'> OOT, 00) ON M rfJ IM SNI O) Q W U) to J!"Jltp Z O) F °)\ OJ +I!'7 ON (O OJ (Dh 041 O,p I U +; 0°) mU °)� W ro m ID UI U 0400 �t0 357 . uwl tl v tvo; a °' v+ N+ + + WIm o mon[on_ co h ��.Tm O'''n w s .LL o1a.� .°'+LLT incl aiJ LL 04 - ,S O' uT { _ i-4�I +N t� F T,i J, l_ .-{: 4 °i. _ NJ I _-6_, l - I. +� Fp) + - ro w�' W+ : vJ*i .+ _ - /.-F/ /G /'RQTP✓d nGF.I F. I. +. .+ +_. _ _ - .- -.-+-.-L +. yw .44w`r In• in - _ /T C`iN,Ei{iUr 355.. ---- + � I O. i � -1 I J... +0.22% . �� ... .. .. . ..... 0.2.3%... ...,.. 2�jb ' of L E F a5 3� ... ... .. - _ 0.25% .. .... . . ... .. ...----�-�- .. ... :. .. - +0 22%. +0.22% +0.22% ... 29, .�1' S/G'N f 04Ye/N PkOf/L. .. -O. F% - ...... .......................... +0.22% ' ... . . 353 DES/GN FLO R/NE R OFILE... .:. n4y +0.25% . .. ... :.. : � � .. . �".".. -,+0.52% OES/GN fZ04YL/NE:Pk(/r7LE 353 -ON CURVE 0 47+00 '�£S "TRA t 7341 -It 4 -1 rLAOS7.1-+ 012002' 50+00__. CN3CURVE- 51+00ON CURVE GJ OP3 CURVE TER 52+00 5il+0�o��H FLOW �� PROFILE 5+00 56+00 38.63',_ 3 e7+00 58+00 59+00 .60+00^c.o 39.RV27' 61+UU II r-I'rJ Ia u m ¢1� �r. U p tt'tl_ lON CJRY4El ON C R[Y�tl Hh r- rn T'i Ixr b UW Uro' IIS tf) K T I [Ylr. DIM) I U 1D I -Y (V '-- 'r1 F- 1-4� 9 r+(J h11°t WIN m (V f �mIW Yl w ^U'4 �IYl) BLit m I!trJLCIP 'H �m14 rn :� ZQ,n rvl 4 n OI rvJO J JR Oq O°) to (jM r') !"J �M O tY rn IY m C K u] m4 W W ZZ fCU O O mIM N r7 .- ") MJ' t7r)In In rn m m. N N K «] m to Owr7 O CG O O O V�mro mti V - 00 Pf I'O, On �r r�'CCI 000O<I 0Q:-m'JO Ngy 357 In �U N ✓�f _+ c»�.. ro oi+ mUU' [V cV of �.v .mo":�+wJ + w Ir!+i h Oh om .rn op0 0 f 357 a+OSILLI . ' +O++ N -- O.. �.+Ip . rrJ __ - u. AT_.r_l �? lF .- v I. -t- �- u)J, - _ 3HE 55:..y. LL LL ...: : :. - - - - --- ---- - 'n 'I : : : _ - .._----------. +O.P3%0.51% I v) .n uJ I tnl�f nLL 1 .. .. b .2 .... 355 "---------- �.--o-- t0,22% 0.52 \.50%+0.23% .. ... ._0.25%�e°!°� +d(zx .. .. ..�� . .+0.22%: +0.22% +0.22% . :. .. : .. ... : . : .. . : .. .:. ... .. VOES/GN R04K/NE PROFILE. : .. :. .:. ..: ... . -+0:22% DES%GN FCON2/NE PROF/LE �.-�DESIGFC N Oa11VF 353: .. :. : .:. : � 0.7g FL 51+58.46 PIX GUTFER III,�... �.�......-+0.52% . ............ .... . 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 6 . 0+00 61+00 ---------_ ---- SOUTH FLOWLINE PROFILE C .1-- I N U z. App Z �- �I E LLJ WL 0 zI ^000 Lu CL 0 _ 0~ <t� �J t.. vi - _J J LU 1n 1 a z O \ Of w (SHEET 9 OF 21 SHEETS U 1 a zw 1 I� ww� W � w E w of as 0 c U z. App Z �- �I E LLJ WL 0 zI ^000 Lu CL 0 _ 0~ <t� �J LLL vi 0 T 3 w _J J 1n 1 a z O DATE 12/30/2014 PA JOB No 13-2750H (SHEET 9 OF 21 SHEETS CONSTRUCTION NOTES ow 0) CURVE 0 LENGTH DELTA 07 M C1 971.00' 18T90'71 O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q7 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. 11 CONSTRUCT 5.0' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST -3. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (�2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. 28.54' C4 60.00' O SEWER MANHOLE 27.79' d 1000.00' FLOWLINE STATION 1331'13" w (BY SEPARATE PLANS) mL CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A•'. (LS) PROPOSED C7 © SEWER CLEANOUT 10'43'58" (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) C8 LANDSCAPED AREA (BEHIND CURB &GUTTER) SEE LANDSCAPE PLANS 8924'04' 24.74' C9 25.00' 39.54' BY OTHERS. - O STORM DRAIN MANHOLE L41 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. "TD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA 24.71' Cil 2500 ---® RIGHT-OF-WAY UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, C13 ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO, D-14 ETC. TO FINISHED GRADE PER CITY STANDARDS. - - SEWER E6 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.ITH STORM DRAIN 0 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 'A - EXISTING EDGE OF PAVEMENT 08 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) O INSTALL ANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W 9 � PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) w ARRAY) WITH 1Fl. 12 ALUMINUM POLE OR EQUIVALENT AS 0 Z �m U ENGINEERHAMIN . APPROVED BY CITY ENGINEER. w -v 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS 'd INSTALL HOLOPHANE "GRANVILLE' PREMIER LED LUNAR (5 LED -4K BOW LL AND DIMENSIONS) o u ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS � d/ REVISIONS APPROVED: �G APPROVED BY CITY ENGINEER. v a n 4 -Y-, RECORD DRAWING Y FRED W. PORTER, RCE 33448 EXP, OA,TC QF---80• _.mom Y 2 U) < z -- -- CL w U9 w a J r-- TEMPORARY SUMP SUMP BOTTOM = 351.2 SUMP HIGH WATER = 352.7 VOLUME PROVIDED = 0.24 AC -FT VOLUME REQ'D = 0.13 AC -FY iitr-IIIIIIIl o `w ® / fJlAS Cn ,IJ5rALL u13,(CA) :,Po a/(OML- N4Apl<C2 AE T pHA RI99y OF'frz IFAD)AQ_or PNASf 15 +JOT colisrk.cTEp AT 6A111F Tlw r'. r2EW WJE AwI SALVIAL-E 510-.0 WITO OF AP)ACc+ r PHASE J I 1 I I I I I i I I I C0 r0 U) Q J E- O- ¢P- �a Q La! o- Ld jV) In CURVE ow 0) CURVE 0 LENGTH DELTA 07 M C1 971.00' 18T90'71 0� 15 94.24' M +I 60,00' X1.03' N �p 27.17' C3 70.00' 54.20' 44'21'37 28.54' C4 60.00' 52.05' y fL 27.79' d 1000.00' FUTURE PARK SITE 1331'13" w (BY SEPARATE PLANS) J 114.16' 8712 45' 71.44' C7 1029.00' 192.75' iitr-IIIIIIIl o `w ® / fJlAS Cn ,IJ5rALL u13,(CA) :,Po a/(OML- N4Apl<C2 AE T pHA RI99y OF'frz IFAD)AQ_or PNASf 15 +JOT colisrk.cTEp AT 6A111F Tlw r'. r2EW WJE AwI SALVIAL-E 510-.0 WITO OF AP)ACc+ r PHASE J I 1 I I I I I i I I I C0 r0 U) Q J E- O- ¢P- �a Q La! o- Ld jV) In FRED W. PORTER DATE RCE 33448 _...r MARIAN P SHAW DATE RCE 32178 II' 90'42'30' 25.31' rnE 2' 9034'31' 25.25' uMi 6' 91'35'01" 25.70' o CAMPUS PARK DRIVE SEE SHEET 6 (bz � (� Q I o F r o Q¢ a 0Y W LJ I C LJ V)) ` EVISIONS 8P?IROVEt7 BY Hr,''Jt"'. i',. �.t_ t`1tJ. ,.344a,ry -DATE _12.1 --i 2bfir-'_ PADIi_i.A, R.C.E, (VC7. E/00£3 �"` 15A7E `-`'-_--"-�-- Q� 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 3=48 VERTICAL: 1"=2' p In o z@ @- J � N M O/M .NNK q355. . . . .... aJ - MN LL 355 NDPROFLE_EX/S11AG GROU FUTURE IOW/NE PROF/LE 353 +0 ¢5% ...:353 +p.25%.. ! : : DES16N FLomme PROFILE TEMPORARY SUMP .1. ... ... ... ..... ... ...:..:. ..: ...:...:...: SUMP BOTTOM -351.2 / 47+00 48+00 49+00 50+00 51+00 NORTH FLOWLINE PROFILE c�w,n O � M ON CURVE or> 6+O E=mM W= N 2 O h 355 ,.355 LL m-Fl(1STLNG'GROUND PROF1/E . A7 "6EN1E1`E/NE -. _- --O 353 BOWL/NE PROFILE - .. .: .... +0.25% ... .... ............. ..... .. % 353 DESIGN IZOiKINE PROFILE TEMPORARY SUMP /. .. - SUMP BOTTOM=351.2 �/ Z 351® 351 47+00 48+00 49+00 50+00 51+00 SOUTH FLOWLINE PROFILE CAMPUS PARK DRIVE (EXISTING) c p m CURVE TABLE 0) CURVE RADIUS LENGTH DELTA TANGENT C1 971.00' 18T90'71 0� 15 94.24' C2 60,00' X1.03' 48 43 44 ' 27.17' C3 70.00' 54.20' 44'21'37 28.54' C4 60.00' 52.05' 49'42'22" 27.79' CS 1000.00' 235.9] 1331'13" 118.54' C6 75.00' 114.16' 8712 45' 71.44' C7 1029.00' 192.75' 10'43'58" 96."6' C8 25.00' 39.01' 8924'04' 24.74' C9 25.00' 39.54' 9037'47" 25.28' CIS 2500 38.98' 1 89"1956' 24.71' Cil 2500 39.5 C12 25,00' 39.5 C13 25.00' 39.9 FRED W. PORTER DATE RCE 33448 _...r MARIAN P SHAW DATE RCE 32178 II' 90'42'30' 25.31' rnE 2' 9034'31' 25.25' uMi 6' 91'35'01" 25.70' o CAMPUS PARK DRIVE SEE SHEET 6 (bz � (� Q I o F r o Q¢ a 0Y W LJ I C LJ V)) ` EVISIONS 8P?IROVEt7 BY Hr,''Jt"'. i',. �.t_ t`1tJ. ,.344a,ry -DATE _12.1 --i 2bfir-'_ PADIi_i.A, R.C.E, (VC7. E/00£3 �"` 15A7E `-`'-_--"-�-- Q� 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 3=48 VERTICAL: 1"=2' p In o z@ @- J � N M O/M .NNK q355. . . . .... aJ - MN LL 355 NDPROFLE_EX/S11AG GROU FUTURE IOW/NE PROF/LE 353 +0 ¢5% ...:353 +p.25%.. ! : : DES16N FLomme PROFILE TEMPORARY SUMP .1. ... ... ... ..... ... ...:..:. ..: ...:...:...: SUMP BOTTOM -351.2 / 47+00 48+00 49+00 50+00 51+00 NORTH FLOWLINE PROFILE c�w,n O � M ON CURVE or> 6+O E=mM W= N 2 O h 355 ,.355 LL m-Fl(1STLNG'GROUND PROF1/E . A7 "6EN1E1`E/NE -. _- --O 353 BOWL/NE PROFILE - .. .: .... +0.25% ... .... ............. ..... .. % 353 DESIGN IZOiKINE PROFILE TEMPORARY SUMP /. .. - SUMP BOTTOM=351.2 �/ Z 351® 351 47+00 48+00 49+00 50+00 51+00 SOUTH FLOWLINE PROFILE CAMPUS PARK DRIVE (EXISTING) c p m 0) m m� m N ®Li OU i (BY SEPARATE. -`--- 5 ! I t 1 I&is'��dy�•J.�6� �' 1 120' //�1e7�.!�p w m d N ' 04ASE II -L2J(HWERE) �"�" 1 T-' T `SIDEWALK TO BE I- 1 SDEW IALK 0 /I BE CONSTRUCTED AT �f THIS TIME (CONSTRUCTED AT I J'/ THIS TIME SEE DETAIL to j FUTURE DEVELOPMENTz P�m- v_�BY SEPARATE PLANS J w oJO V NOTE •• EWALK ALON MA -NTA DRfVE d'� w SHO SHALL 1)EFE D UNTIL ENSTR TION 0 fiwCF /248. NOTE ••C•. SIDEWALK ALONG EAST SIDE OF MAGENTA DRIVE TO BE CONSTRUCTED AT THIS TIME. m 11 MAGENTA [""J"RIVE CONSTRUCT MIN. 0.20' TYPE "A" 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 MUM Z L q] P ^12+97 89 I... L/ C INT {{{���iii 2 ' (0341f� 0.20%. (0.20% A� 0.30%) p. -,,b I SIDEWALK TO BE m2\_4 „SIDEWALK TO BE CONSTRUCTED AT I= CONSTRUCTED AT i THIS TIME ( ` (` �m w THIS TIME oG �UJa m FUTURE DEVELOPMENT g (BY SEPARATE PLANS) + z 1 LLI3 PLAN MEIN � SCALE: 1"=30' : C/L R/W P- j 30' C Z 4' 6' 2 4 NO PARKING w J - m 3� ARTS _ W� CONSTRUCT CONCRETE PER j GO "PROPOSED" C.O.B. STD. DWG. - lL ST -3 DATED 6/2/99 (MODIFIED) B SECTION _MEW r ` 10 r NO SCATAI E 1 o PROPOSED SCALE DETAILS ASNOTED HORIZONTAL: i"=50' VERTICAL: 1"=2' 356.. 0�� ^ olJnNzp�4 n ....�...�..... M...�4.. ��I....-. ..... 356 . O ± N V N M r'+) M M of EX/ST1NG GROUT'✓O PROF/LF rJ O AT CZ ERLLNE _. _. 354:...:...: --..� .: JT - . _ ._ A. 354 - J SLOPE ®2' 1 TO NAT GRD. -0519' - .J r-FU7URFFL04{2/NEPROF1Lf. ... .. ... 0.24%" 0.05 .. ... .. .. J.. . DESIGN FLOWLINE PROFILE --0.53q 352:. - . -0.61q 0 269 ° +0.25% -0.25% +0.21% _ _ _ _ :352 10+00 11+00 12+00 13+00 14+00 39.96' -y� WEST FLOWLINE PROFILE Vq 1 � 1I_n mD f%;NMN I�'n m� WO jMt() J fVN �If M m M u1 M nv) EW M M MM + mnn w O� O_� OU JJ O> zww�O :J M �U KLL 356 ... ... ... ..1 ... ... �. .. ... ....�� °�... �g .. 356 LL N O . O N .MM M61 r AT CENTERLINE 354....-...... t- ...... M J - J....� ......:354 'Cl _ $ �. li a SLOPE �� 21 TO NAT. DES/GN FLOrYL/NE PROF/LE J GRD . . . ... : . / INE ...t p ..... ...... .. PROF/LE -0.34%: .. ... .. . _ d 352:... -0.20% +0.30% N .... 352 10+00 11+00 12+00 13+00 14+00 )l EAST FLOWLINE PROFILE ty 0) m J Ed - ®Li OU i m 00 LA ;RADE TO DRAIN 10 Ed O w w J GO L_-----__ J 2 -- V,M W CONSTRUCT TEMPORARY TURNAROUND (PAVING, d'M A.C. DIKE, ETC.) PER C.O.B. STD. DWG T-24 7EIAPORARY TURNAROUND EASEMENT TO BE DEDICATED TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT, OR ON FINAL MAP. NOTE: TEMPORARY TURNAROUND EASEMENT DEDICATED ON PARCEL MAP 12100. ®® ppWAS i N i iTE�PORAR T� NAR U D "All y, HORIZONTAL: 1"=50' w m d N ' 04ASE II -L2J(HWERE) �"�" 1 T-' T `SIDEWALK TO BE I- 1 SDEW IALK 0 /I BE CONSTRUCTED AT �f THIS TIME (CONSTRUCTED AT I J'/ THIS TIME SEE DETAIL to j FUTURE DEVELOPMENTz P�m- v_�BY SEPARATE PLANS J w oJO V NOTE •• EWALK ALON MA -NTA DRfVE d'� w SHO SHALL 1)EFE D UNTIL ENSTR TION 0 fiwCF /248. NOTE ••C•. SIDEWALK ALONG EAST SIDE OF MAGENTA DRIVE TO BE CONSTRUCTED AT THIS TIME. m 11 MAGENTA [""J"RIVE CONSTRUCT MIN. 0.20' TYPE "A" 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 MUM Z L q] P ^12+97 89 I... L/ C INT {{{���iii 2 ' (0341f� 0.20%. (0.20% A� 0.30%) p. -,,b I SIDEWALK TO BE m2\_4 „SIDEWALK TO BE CONSTRUCTED AT I= CONSTRUCTED AT i THIS TIME ( ` (` �m w THIS TIME oG �UJa m FUTURE DEVELOPMENT g (BY SEPARATE PLANS) + z 1 LLI3 PLAN MEIN � SCALE: 1"=30' : C/L R/W P- j 30' C Z 4' 6' 2 4 NO PARKING w J - m 3� ARTS _ W� CONSTRUCT CONCRETE PER j GO "PROPOSED" C.O.B. STD. DWG. - lL ST -3 DATED 6/2/99 (MODIFIED) B SECTION _MEW r ` 10 r NO SCATAI E 1 o PROPOSED SCALE DETAILS ASNOTED HORIZONTAL: i"=50' VERTICAL: 1"=2' 356.. 0�� ^ olJnNzp�4 n ....�...�..... M...�4.. ��I....-. ..... 356 . O ± N V N M r'+) M M of EX/ST1NG GROUT'✓O PROF/LF rJ O AT CZ ERLLNE _. _. 354:...:...: --..� .: JT - . _ ._ A. 354 - J SLOPE ®2' 1 TO NAT GRD. -0519' - .J r-FU7URFFL04{2/NEPROF1Lf. ... .. ... 0.24%" 0.05 .. ... .. .. J.. . DESIGN FLOWLINE PROFILE --0.53q 352:. - . -0.61q 0 269 ° +0.25% -0.25% +0.21% _ _ _ _ :352 10+00 11+00 12+00 13+00 14+00 39.96' -y� WEST FLOWLINE PROFILE Vq 1 � 1I_n mD f%;NMN I�'n m� WO jMt() J fVN �If M m M u1 M nv) EW M M MM + mnn w O� O_� OU JJ O> zww�O :J M �U KLL 356 ... ... ... ..1 ... ... �. .. ... ....�� °�... �g .. 356 LL N O . O N .MM M61 r AT CENTERLINE 354....-...... t- ...... M J - J....� ......:354 'Cl _ $ �. li a SLOPE �� 21 TO NAT. DES/GN FLOrYL/NE PROF/LE J GRD . . . ... : . / INE ...t p ..... ...... .. PROF/LE -0.34%: .. ... .. . _ d 352:... -0.20% +0.30% N .... 352 10+00 11+00 12+00 13+00 14+00 )l EAST FLOWLINE PROFILE ty m z OU a O m 00 rn OC d fn w - uj Z E` o'r M pJ W �cO d'M d - w m d N ' 04ASE II -L2J(HWERE) �"�" 1 T-' T `SIDEWALK TO BE I- 1 SDEW IALK 0 /I BE CONSTRUCTED AT �f THIS TIME (CONSTRUCTED AT I J'/ THIS TIME SEE DETAIL to j FUTURE DEVELOPMENTz P�m- v_�BY SEPARATE PLANS J w oJO V NOTE •• EWALK ALON MA -NTA DRfVE d'� w SHO SHALL 1)EFE D UNTIL ENSTR TION 0 fiwCF /248. NOTE ••C•. SIDEWALK ALONG EAST SIDE OF MAGENTA DRIVE TO BE CONSTRUCTED AT THIS TIME. m 11 MAGENTA [""J"RIVE CONSTRUCT MIN. 0.20' TYPE "A" 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 MUM Z L q] P ^12+97 89 I... L/ C INT {{{���iii 2 ' (0341f� 0.20%. (0.20% A� 0.30%) p. -,,b I SIDEWALK TO BE m2\_4 „SIDEWALK TO BE CONSTRUCTED AT I= CONSTRUCTED AT i THIS TIME ( ` (` �m w THIS TIME oG �UJa m FUTURE DEVELOPMENT g (BY SEPARATE PLANS) + z 1 LLI3 PLAN MEIN � SCALE: 1"=30' : C/L R/W P- j 30' C Z 4' 6' 2 4 NO PARKING w J - m 3� ARTS _ W� CONSTRUCT CONCRETE PER j GO "PROPOSED" C.O.B. STD. DWG. - lL ST -3 DATED 6/2/99 (MODIFIED) B SECTION _MEW r ` 10 r NO SCATAI E 1 o PROPOSED SCALE DETAILS ASNOTED HORIZONTAL: i"=50' VERTICAL: 1"=2' 356.. 0�� ^ olJnNzp�4 n ....�...�..... M...�4.. ��I....-. ..... 356 . O ± N V N M r'+) M M of EX/ST1NG GROUT'✓O PROF/LF rJ O AT CZ ERLLNE _. _. 354:...:...: --..� .: JT - . _ ._ A. 354 - J SLOPE ®2' 1 TO NAT GRD. -0519' - .J r-FU7URFFL04{2/NEPROF1Lf. ... .. ... 0.24%" 0.05 .. ... .. .. J.. . DESIGN FLOWLINE PROFILE --0.53q 352:. - . -0.61q 0 269 ° +0.25% -0.25% +0.21% _ _ _ _ :352 10+00 11+00 12+00 13+00 14+00 39.96' -y� WEST FLOWLINE PROFILE Vq 1 � 1I_n mD f%;NMN I�'n m� WO jMt() J fVN �If M m M u1 M nv) EW M M MM + mnn w O� O_� OU JJ O> zww�O :J M �U KLL 356 ... ... ... ..1 ... ... �. .. ... ....�� °�... �g .. 356 LL N O . O N .MM M61 r AT CENTERLINE 354....-...... t- ...... M J - J....� ......:354 'Cl _ $ �. li a SLOPE �� 21 TO NAT. DES/GN FLOrYL/NE PROF/LE J GRD . . . ... : . / INE ...t p ..... ...... .. PROF/LE -0.34%: .. ... .. . _ d 352:... -0.20% +0.30% N .... 352 10+00 11+00 12+00 13+00 14+00 )l EAST FLOWLINE PROFILE ty d z _ O o _ M rn fn w - uj Z E` o'r M r < z C) C) y T XJ fw Oco i7 W EDLLI N m a Kl UJ OJ M d `e' ED W C) o N N F ® „ 9� 0 a i j w. Q 0 W � w 0 Z �m U \\ P w ELI IY LL a o u ��UfNEER � d/ �G v a n J J U o b 1 e z CL 7- >. 0 w �- �- 0 W i w Of Of 1w Yob. �n uj Vd N J¢� N z oQLL� s p O \ 3 QOM \3 o N o O ] F a W Z W N U 0Q w Q p n 0, O p DATE 1 213 012 0 1 4 PA JOB No. 13-275)H 2 SOH SHEET 10 OF 21. SHEETS. NSTRUCTION NO © CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1. [2] CONSTRUCT 5 WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. CJ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) RI CON.,r LdJCT 7 W'� 'R - C.O.D. f NT A. l S I LI_ COMPACT AREA 2 WIDE C O35 GUT MINIMUM PER .,.O.B. STD, DWG, S 35. ,0 R EOR hT T E UNDER CROSS-GUT'CERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, i0 A DEPTH OF 'I') (J CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. D`AIG. NO. D-14 Mb PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) L1 PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR DETAILS) 6 PROPOSED 8' WIDE CONCRETE MULTI- USE � TRAIL SEE SHEET 3 FORDETAILS) PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) 11 CONSTRUC[ 5.5' `FADE COMBINATION SIDEWALK PER C.O,B. SIU, DWG. ST -3. EL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY 0"rHERS. ADJUST ALL EXISTING MANHOLES, CLEANOU TS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. c "r -Gi I I INSTALL HOLOPHANE ARAN MLLE PREMIER _ED LUNAR 5 0 LED -4K COW C ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. -t% INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80'N ARRAY) WITH 14 FT. HAMILTON ALUMINUM ROLF OR EQUIVALENT AS APPROVED BY CITY ENGINEER. I. CJ 'j NIDI J Jed :-.I JIZ VTI ��Z ' Oe tl I JIB + T \/ plJi Ni -F CAW s \ t NJ �vLt vvvvI v if IVI V / FUTURE TRACT 7246 �l �V A A I (BY SEPARATE PI ANS) di III , :�_' v{ (y''/"y'�-`>' w G °--•` 1AL / `'5 {� -� / 6 q 5jE \ /d _I FUTURE COMMERCIAL (NOT A PAR[) 'UPm it N AQ StO WJ ml"= /TireLr ''9 )'• r� N O CJ ,L {CJI 'Vw n� O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE SEWER CLEANOUT OO STORM DRAIN MANHOLE --- RIGHT-OF-WAY - SEWER __ == STORM DRAIN EXISTING EDGE OF PAVEMENT �z L:6 O \ / no p1E. HORIZONTAL: 1"=50' CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=48 FI VISIONS APPROVED BY E.IJE S,V PlGimii ER, R.G.E. NO. 33440 __.. M"CIA,,,.� �-? - n 7 DANIEL PADILLA HI NO. 700 JAIE NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF -[HERE ARE ANY DISCREPANCIES. ON CURVE JRA t�M J tom' J ISI 1-�UI !n LV -IMI UNI FX�TI✓� G,rGJil ;✓')ALL' mliM rtKi r-... - N a N M rpN oW� A/I'6/FL/(J'y _ �'���J --- _---_ ---ov �o-i� 358......... "W ° `CSI ... 358 u o JAI ...........:... T�. T .+ 356 .... :... :...... .:.. .......:...:. ; ..:. 356 0 QOX, . Q20y. ' d gaf ..-rr . IT ... V -SEE NOTE 'A" ABOVE. . 354 ... :.. . .. .... : ... ..: ... . :. .. . ... :. . D... FLOiK/h' .PROF/Lf : : .. .. : .. : .. :.. .:354 10+00 11+00 12+00 13+00 14+00 15+00 16+00 49_26' WEST FLOWLINE PROFILE =-7.67 ON CURVE ON CURVE ZIqL(Z �O �rPjI icU-II AV�w<D ACN,nnj .. ......//.- LXl Il'C .Cl,lGVl //q'DLI VP,f'Or_- �Oroz11 ' NUUJm n.��tVD•ilfi rdAr4•nli�i'1_ - ..- --_- oFOII UmIIaI ;MA FrIcI �L'p➢II'"N`,vnIi , rWr'Iv ^rm 51Z Nb IT .. ...... 358358 . . . . r o{ .P J{ •.NSI N �.. \ 356 ...:. , ..� I. � .:...:356 0DESLGN fZONVNE PROflLfEo'D % .. ... .. .. . 354 ........ .. ... ...:...: ... .:.E 354 A : SEF NOT 'A" ABOVE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE W' L71 tONl NI ON FUTURE COMMERCIAL (NOT A PART) 12 _ - LI FUTURE PASEO (BY SEPARA"[E PLANS) CURVE TABLE _ CURVE RADIUS LENGTH DELTA TANGENT C1 - 86.00' 192,81' 128'21`19" 178.12' C2 33.00' 14.12' 24'31'12" 7.17' C3 628,00' 346.14' 31'34'48" 177,59' _ C4 650.00' 454,59' 40'04'17" 23204' - C5-- 30.00' 47.12' 90'00'00" 30.00' C6 C7 3 JO 0 33.00' 47.67 9i'02'30" 49.26' 85'31'320.52' 30.55' _ C8 33.00' 12,92' 22'25'35' 6.54' _ C9 20.00' 29.86' 85'33'20" 18.51' 010 20.00' 29.52 843439 18.19' 311 672.00' 4i 7.50' 3535'49" 215.74' REMOVE EXISTING - STREET BARRICADE. RECORD DRAWING Ri..MSi' 4 r>att�v €3fI FRED W PORTER, RCE 33440 EXP. fiat i� A WA ALLST00"lai AY 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 m0 w N 4 w mrzww '1- o \=GFrLL�ciz M ¢ a �zopzmW oo rn'D lYNSUZIZ�j Ftdl '- /� V/ (Q S �wwz�o<�za Lu Z � w 0 w .{......359 IL Cn o o,z cz`i �azo?wto ) X aaoo�-3o Qm� ®r�ys� Q zz�aazzo3� W (� NLL _o 0 � ow_ U)� m v < 0: m N T¢r�N -zzw W go3a��ozo¢ NO Z g�zo¢viwoz> U)LLJ "owwwV-¢o�z� N 2 m uI Oa�c�r-cWiOo,nO L-_ N {D aFc)z=zwzav 1� (O LL ZW�-SF2 W(7 (j u6ww WU W j�OW LL N - -. ® K W 6vL Z�Oui�On AFF I w szl=i>oEo ;k � v 0¢0��1+>+iwom ... �mowz�=oam XI II w wwowzam�-W � oil PARK DR, vj U E .'v (FkIS G) + °J 1; C9 HORIZONTAL: 1'=50' VERTICAL: 1"=2' 359.. w H ... L.I w � o w .{......359 Cn o o,z waw Il I h C7 . V\ "4 CL ) Q - -. X 357 I w �I � v 357 ... XI II , � w suy � J iD w n �`""' +6.20% � --v----- "'"-'Jf- I I ABOVE a i DESYGN FLOH2/Nf PRGf1LE 355 wl . _ _ . . _ :355 I VII 9+00 10+00 11+00 12+00 13+00 14+00 15+00 HORIZONTAL: 1'=50' VERTICAL: 1"=2' 359.. w =6I ... � o w .{......359 waw i X' .G - -. 357 �I r 357 ... , suy iD . n �`""' +6.20% � --v----- "'"-'Jf- -SEE NOTE "A". ABOVE '�- +0.5t% DESYGN FLOH2/Nf PRGf1LE 355 . _ _ . . _ :355 9+00 10+00 11+00 12+00 13+00 14+00 15+00 NORTH FLOWLINE PROFILE 29.52' N CUR pVl"I it fico It X.r. M �Ln!`n �U U s`i lS,til c�-J LtI U � N) N) 359..E.......................I.�� 359 JAI [Ort IfJ. ................. .................... .. ............� 357...,1 '.. L.:... 357 .. -: � I . �..---------"'--+0.20% 40.20% �-!J<'S7GN `--SEE NOTE "A" ABOVE 355.. ........... .... ... ... FL Jt11/N� PHGf,ILF. ... ... .... .... .......... .355 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE -C,I -(?tbQ \ w � o w waw ��Z 3 2 U I ? I Z z 0 N e W C N DATE 12/3D/2014 PA JOB No. 13-2750 SHEET OF 21 SHEETS CONST._rRUCTION NOTES u CONSTRUCT 6" CURB & GUTTER PER C.D.B. STD. DWG. SF -1. [,_2] CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD, DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A.". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' VVIDE CROSS -GUTTER PER C.O.B. STD. DWG 35 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11) Lil CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D-14 O PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) L7] PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEE( 3 FOR DETAILS) 31 PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (SEE SHEET 3 FOR DETAILS) 9 PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET, 3 FOR DETAILS) 10 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -'18 (SEE SHEETS 15-17 FOR DETAILS AND DIMENSIONS) 711, CONSTRUCT 5.5' `NIDE 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. 10 FINISHED GRADE PER CITY STANDARDS ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -O`-1 INSTAL HOLOPHANE "GRANVILLE" PREMIER IED LUNAR, (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OE W„i,awNo. LO �- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. °. o¢os OFdiwz G CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT W PLACE. O SEWER MANHOLE © SEWER CLEANOUT o STORM DRAIN MANHOLE ------- RIGHT-OF-WAY -- — SEWER - --- STORM DRAIN EXISTING EDGE OF PAVEMENT RECORD DRAWING W51 -ALL T•IFf=_(I.L OA2,zjcAoC sTc>. PLA', A.73e w/Tel-3I I o"4-5 p4A eV Al . i5na2 JeAOC F7_r�r� I'L011 11E.'TO FLOwLr, � --,If rn 6 coo FUTURE TRACT 7247 (BY SEPARATE PLANS) <Lai JO d u CL. / LI I __ p II r U CRVE TABLE GIL «R CI RAS US X25.00' NCE 139.27' 1 90'0000' NGENT] 25,00 go PARK SQUARE DRIVE +i (SEE PARK SQUARE DRIVE STREET PLANS) 0 N N I NOTE A" VERIFY EXISTING LOCATION AND ELEVATION II wywa n0" =o-,- wz c 3 d yC naz�'zzsw M OE W„i,awNo. LO a F zv�JmmQ Goz w v NO Cr zOwtt JO zz0 EXISTING CURB GUTTER, PAVEMENT AND SIDEWALK FOR cOI < Lum M �o.w-mao (D °. o¢os OFdiwz a = '6 05 pzara'-rr-ro z Kai �OO�W /1 Qf 'w?E, sc'ezo 'P. YELL p2OG'O� f1J `co _w z>o=zFw¢ U)Z of �W �o Ixtt Q CNW � -i!) FSp �OOm �o~z�cprn 'oaww�cG ..X KN M J Z 0 O p�o"+ewero>o � <W fy z ua WF n�oa z � M naz EwowoR� Ew>n, Lu �! o o a�y�¢ou9 v,�o (V Ww�t-oUz��� L<WL ^ �Krjw�OK-Fti iA Qzo)�-rwwUFO C^m K2�ZQ,LOp Q�L2�r�b4m Ow'OwZ 1m �p W wo ow z'rdr �Isoa�oc¢as NOTE A" VERIFY EXISTING LOCATION AND ELEVATION II IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY c 3 d yC ENGINEER IF THERE ARE ANY DISCREPANCIES. � NOTE "B': CONTRACTOR SHAL SAINCUT AND REMOVE 0 w `�- EXISTING CURB GUTTER, PAVEMENT AND SIDEWALK FOR cOI THE PROPOSED CONSTRUCTION SHOWN. CONTRACTOR SHALL VERIFY 1.5% (MIN.) SLOPE ALONG ASPHALT. m' HORIZONTAL: 1"=50' + `; f VERTICAL: 1"=2' CONSTRUCT MIN, 0.20' TYPE "B" 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=48 358. 3 8 _. .. .. .. A'/'PVC CRT✓110 'OFILE A/ CIS TITV m 356 356 -o`� `SEE NOTE "A'. ABOVE 354. .... .. 354 9+00 10+00 11+00 12+00 13+00 NORTH FLOWLINE PROFILE } ONCURVE W rn BY1 FRED W. PORTER, FACE 93446 EXP, DAZE � I� ooI 358 m ........ 358 �_._�._v...._..._._....,...._ .-_......a...._.......-_.T +. I �-� C�: QVC CRGIihD PFDF/LE A cFhr Pur, kEVISIONS APPROVED By 356 356 `. _;.---. FUTURFFl0W<:/NFP1?0f1ZF\ DANIEL PADItLA.r Nc s7oDo DATA' I SEE NOTE A ABOVE. _ 354 .354 9+00 10+00 11+00 12+00 13+00 SOUTH FLOWLINE PROFILE i LL ,� <z o n u A. K!� PTL 12/30/2014 mlrr dvo rvu. Ia-u aun "_IISHEET 112 .'1I OF 21 SHEETS >u 3 d � ,� <z o n u A. K!� PTL 12/30/2014 mlrr dvo rvu. Ia-u aun "_IISHEET 112 .'1I OF 21 SHEETS ROA®s_®_ B�N_AVEPAEN%._oF�IP! ATlotd NOTA 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATION, DATED MAY 2008 ANG THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING PUB AND MARKINGS SHALT- BE PER STANDARD SPECIFICATIONS PUBLIC CFICATIONS FOR PJ9_I C WORK., CONSTRUCTION RUCTION (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 SANDSLAST{NG. ALL SANDBLASTED .AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4, ALL SIGNING IUVINC AND TRAFFIC CONTROL D U G rJ _S HALL BE PER .HE CALIFORNIA M FCD 2010 EDITION, DATED JANUARY21, 7070. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. 3"TRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BA r r(C 25FItLD PUBJCG F W RKS DEPARTMENT. 7 STRIPING ANO MARKINGS FOR STOP BARS AND"STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SEC SOON 84 OF THE STATE STANDARD r SPE9IHCATIC 5 N EXCEPT WHERE fi0 ` I^ TCD MER N.�t 8 ALL PFRMAINENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9 ALL CONSTRUCTION MATFRIALS 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'EN C TER Or STRIFE OR ECTNEEN CENTERS S JF STRIPES. 'i ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL DE REPLACED Al THE CONTRACTOR'S EXPENSE PAM N7 D IN INSTALL ND INSTALL TRAFFIC STRIPE P CALTRANS STANDARD PLAN NOS A20A, A20B, AND A20D NUMBER INCDINDICAFES DETAIL NO, ON STANDARD PLAN © REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). `aY PAINT MEDIAN NOSES 'YELLOW D INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) L ,INSTALL TYPE W(R) WHITE ARROW CENTERED IN LANE AS SHOWN. .6' INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. d" INSTALL TYPF VI WHIT ARROW CENTERED IN LANE AS SHOWN. $TOP INSTALL WHITE 'STOP LEGEND AS SHOWN STOP INSTALL. WHITE 'STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL `YIELD' LEGEND AS SHOWN I INSTALL „O.1_ FUTURE TRACT 7238 (BY SEPARATE PLANS) STAT/ If -"IN 75+50`- 65+50 WINDERMERE STREET REG w DRAWING 6Y! �yny�=Si.iGB8��.-..s�; ...�„i rypp'�. y q �9 qqgg��yy DATE; IJY FRED W' PORTER, RC 13xi44q EXPt •.•--,•c•' 'S5'�tTi Ei ' INSFALL V \\ TEMPORARY BARRICADE ----j ON SKIDS REMOVE WITH CON Tr U / WINDERMERE TOO SOUTH ] 6 -17P FUTURE PARK SITE v - (BISEPARATE PLANS) _ W2-6 we W16 17P 78+77.19s y J -_ _— I I ` R28 CA) �IR26(CA.) 'STATION 81 I _ — I E E TIDE ET ��• SEP R z o FF�on < n G iw zooa wiz Lu Z c �w4z"�3� c MLy o NI &-Yvi 6-177 I w A4 N ¢ ow aoa�aKr�Fiz � a a ,T v ILL U/�) , "V IINENITAL CROSSWALK MARKING PER RSP A24F RESIDENTIAL ) ""A INSTALL YIELD LINE MARKING PER A24D Cc RSP A24E FUTURE NOTE: PRIOR TO PAVING, THE DESIGN ENGINEERFOR THE PROJECT SHALL VERIFY (BY -SEPARATE PLANS CONDITIONS REMAIN THE SAME AS SHOWN ININ THEAPPROVED PLANS, SHOULD R2&(CA) CONDITIONS BE CHANGED, A RENTED STRIPING PLL AN SHALL BE SUBMITTED TO THE --,--. —�_ CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. Tse -y ;10- C % 1 H2oLCn)T� 'I ti. HORIZONTAL.: 1"=50' 14 4 94 it:-- _ '.JSTRIPING PER WHITE LANE STREET N // IMPROVEMEN'T PLANS l"YP. -- 102 --- 103 104 0 105 -^ 106 I 14 R20(CA) R215(CA) ✓ /= STATIC"IN 95+00 - 106+00 -� c (RAE -1254y \ Rz6 cA P PLAINS) AR WINDERMERE ET \ Pte' —-�•-. NOJE-: HORIZONTAL: 1"=50' DESIGN OF HOR17ONTAL GEOMETRY OF ROUNDABOUTS PREPAP.ED BY RUETTG�RS & SCHULER CIVIL ENGINEERS, SIGNATURE BELOW FOR HORIZONTAL GEOMETRY AND TRIPING & SIGNAGE FOR ROUNDABOUTS ONLY ELEVATION AND PROFILE DESIGN PREPARED BY PORTER lk ASSOCIATES, INC, RECORD DRAWS PN7 s 5 i 4 O&Jq J uy, PRED W PORTER 33448 EXp, ATE ���UR��RRRCE � r aW1P�DFRVERA ON S 1 5�� I LQ g'6� cure' p,No SSi yM1w,�w��Ecvrccr . c rx' Nr,. 058155 Em. 6-30-1e 1800 30th Street, Suite 260 r jk 11 / \?T Ivii- '� Bakersfield, California 93301 REGISI FRED CIVIL ENGINEER LATL .r G- GAL\'r (661) 327-196o T VVIX, ell LEFT I�Tr] I III I WHITE LANE WINDERMERE STREET SEE BELO I I i A \ VI 2 40 L6 -5P \\\ --- ,----1 -- I - 1 CAMPUS PARK DRIVE SEE SELJW FUTURE PARK SITE (DY SEPARATE PLANS) (BY SEPARATE PLANS) —T—ter -- — _ --- --- - - I I I I I FUTURE TRACT 7245 (BY SEPARATE PLANS) slcN LEGEND /�.��',��"• « ',\ EXISTING SIGN TO REMAIN. ZQ'' 64 m `gyp A ® INSTALL NEW i POST SIGN. U INSTALL NEW 2 SIGNS ONE POST w 3 n ?_ u 4 SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) — ENS STREET NAME SIGN SNS METRO - METRO STREET NAME SIGN t/4, OM4 3 - RED DIAMOND OBJECT MARKER {aJJ Rt -1 STOP SIGN �J R1-2 - YIELD SIGN Z/ R6 -SP - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2--8 - CIRCULAR INTERSECTION CD W3-1 - SIGN AHEAD W16- - SIGNAL AHEAD L.L. W76 -77P •- ARROW SYMBOL W31(CA) ^- END 1` ! 1 3 OTE: SIGN CODES ARE FEDERAL CODES % 1j 1 5 ea�e+ee�� UNLESS OTHERWISE INDICATED BY (CA). z / (CA) INDICATES CALIFORNIA CODES. I1! < Lli 9 > RI SLI u) CL WED +� r:R6 5 40 R \ \\ l 2- \ R. 2 R6 -5P \ 1 1\ / J HORIZONTAL: 1"=50' LOD N DRI IE v z 0 DATE 12/30/2014 i PA JOB No. 13-2750H £ SFIEET Y O OF 21 SHEETS �iu 'STATION 152+00 - 156+50 I E E TIDE ET ��• SEP R z o FF�on < G slcN LEGEND /�.��',��"• « ',\ EXISTING SIGN TO REMAIN. ZQ'' 64 m `gyp A ® INSTALL NEW i POST SIGN. U INSTALL NEW 2 SIGNS ONE POST w 3 n ?_ u 4 SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) — ENS STREET NAME SIGN SNS METRO - METRO STREET NAME SIGN t/4, OM4 3 - RED DIAMOND OBJECT MARKER {aJJ Rt -1 STOP SIGN �J R1-2 - YIELD SIGN Z/ R6 -SP - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2--8 - CIRCULAR INTERSECTION CD W3-1 - SIGN AHEAD W16- - SIGNAL AHEAD L.L. W76 -77P •- ARROW SYMBOL W31(CA) ^- END 1` ! 1 3 OTE: SIGN CODES ARE FEDERAL CODES % 1j 1 5 ea�e+ee�� UNLESS OTHERWISE INDICATED BY (CA). z / (CA) INDICATES CALIFORNIA CODES. I1! < Lli 9 > RI SLI u) CL WED +� r:R6 5 40 R \ \\ l 2- \ R. 2 R6 -5P \ 1 1\ / J HORIZONTAL: 1"=50' LOD N DRI IE v z 0 DATE 12/30/2014 i PA JOB No. 13-2750H £ SFIEET Y O OF 21 SHEETS �iu W aa6o mw`; d i moo z o FF�on < G iw zooa wiz Lu Z c �w4z"�3� c MLy 11 Q �zw z�oo�3 zu w > U' - ¢ ow aoa�aKr�Fiz � a a ,T t�WY. Owy ZUgLO ILL U/�) , "V z Nw- O'O U raw Y U) �S ~�� < ia�m Fgwomz c�m�oow W N W x 'co W co oq KJZ N o o > o z iu�zr'icgia�o: OS•U)N cio m �ooa �Q�tY O Z (h ui W N UQq o� z o�apag� LJ. o y .Z w U U 0 w LL > N v � q ¢ w U <ouo ozo ® x z w - o z w ro z z q�0 ¢m sVxiwx72gc.00 w oxo x z LL w 3 a¢os>o oma, t_ + _ w_ W QFoz " �m o m�owywo�p > w W slcN LEGEND /�.��',��"• « ',\ EXISTING SIGN TO REMAIN. ZQ'' 64 m `gyp A ® INSTALL NEW i POST SIGN. U INSTALL NEW 2 SIGNS ONE POST w 3 n ?_ u 4 SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) — ENS STREET NAME SIGN SNS METRO - METRO STREET NAME SIGN t/4, OM4 3 - RED DIAMOND OBJECT MARKER {aJJ Rt -1 STOP SIGN �J R1-2 - YIELD SIGN Z/ R6 -SP - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2--8 - CIRCULAR INTERSECTION CD W3-1 - SIGN AHEAD W16- - SIGNAL AHEAD L.L. W76 -77P •- ARROW SYMBOL W31(CA) ^- END 1` ! 1 3 OTE: SIGN CODES ARE FEDERAL CODES % 1j 1 5 ea�e+ee�� UNLESS OTHERWISE INDICATED BY (CA). z / (CA) INDICATES CALIFORNIA CODES. I1! < Lli 9 > RI SLI u) CL WED +� r:R6 5 40 R \ \\ l 2- \ R. 2 R6 -5P \ 1 1\ / J HORIZONTAL: 1"=50' LOD N DRI IE v z 0 DATE 12/30/2014 i PA JOB No. 13-2750H £ SFIEET Y O OF 21 SHEETS �iu W < G of z N CC 0 lJ LY. z m z i w w 3 + _ w_ C > w W � I d p LL a slcN LEGEND /�.��',��"• « ',\ EXISTING SIGN TO REMAIN. ZQ'' 64 m `gyp A ® INSTALL NEW i POST SIGN. U INSTALL NEW 2 SIGNS ONE POST w 3 n ?_ u 4 SIGN LOCATION REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) — ENS STREET NAME SIGN SNS METRO - METRO STREET NAME SIGN t/4, OM4 3 - RED DIAMOND OBJECT MARKER {aJJ Rt -1 STOP SIGN �J R1-2 - YIELD SIGN Z/ R6 -SP - ROUNDABOUT SYMBOL R26(CA) - NO PARKING ANYTIME W2--8 - CIRCULAR INTERSECTION CD W3-1 - SIGN AHEAD W16- - SIGNAL AHEAD L.L. W76 -77P •- ARROW SYMBOL W31(CA) ^- END 1` ! 1 3 OTE: SIGN CODES ARE FEDERAL CODES % 1j 1 5 ea�e+ee�� UNLESS OTHERWISE INDICATED BY (CA). z / (CA) INDICATES CALIFORNIA CODES. I1! < Lli 9 > RI SLI u) CL WED +� r:R6 5 40 R \ \\ l 2- \ R. 2 R6 -5P \ 1 1\ / J HORIZONTAL: 1"=50' LOD N DRI IE v z 0 DATE 12/30/2014 i PA JOB No. 13-2750H £ SFIEET Y O OF 21 SHEETS �iu RO IDE SIGN & PAi�A, NT Ce I lti�amrt NOT EAVEMr.NT DL" iP�JF3,ML[ ° i 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, Fc RECESSED MARKERS SHALL BE Qx INSTALL TRAFFIC STRIPE- PER CALTRANS STANDARD PLAN NOS. A20A, A208, PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND AND A20D. PLUMBER INCDINDICATES DETAIL NO. ON STANDARD PLAN. THE CALIFORNIA MUTED 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER O REMOVE ALL TXIoTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). CONFLICT WiTH NEW CONSTRUCTION (TYPICAL_). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. EN Y] PAINT MEDIA- NOSES YELLOW ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SIIALI_ BE REMOVED BY VIET SANDBLASTING. ALL INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX D.C.) SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE L INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. FOG SEALED. INSTALL TYPE IV(L) V/RITE ARROW C- ENERED IN LANE AS SHOWN. 4 ALL SIGNING AND TRAFFIC C01'JII20L 'DURING CONSTRUOTIOiN SHALL BE PER THE CALIFORNIA MUTCD 2010 EDTION, DATED JANUARY 21, 2010. „�+ IND rAI_l. TYPE VI WHITE ARROW CENTERED IN LANE ,AS SHOWN. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO 9E DONE BY THE CONTRACTOR AND IS SUBJECT STOP INSTALL WHITE 'STOP" LEGEND AS SHOWN 'TO APPROVAL BY THE CITY Or BAKERSFIELD PUBLIC WORKS DEPARTMENI. STOP INSTALL WRITE `GLOP AHEAD' LEGEND AS SHOWN 7. SIRiPING AND MARKINGS FOR STOP BARS AND 'STOP TEXT SHALL BE AHEAD THERMOPLASTIC CONFORMING TO SECTION 84 OF CIE STATE STANDARD YIELD IPISTALL "YIELD" LEGEND AS SHOWN SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS Jill INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F STANDARD SPECIFICATION PIH-02ALKYD ueae IPdST,4L. YIELD LINE b1ARY,ING PER A24D k RSP A24F I ALL CONSTRUCTION -T' Ul,TION MAI_RIALS FOR O, ROADSIDE STEALS TRAFFIC STRIPING, r PAVEMENT MARKERS, r .ERS AND PAVEMENT NOTE PRIOR 0 RAVING T ^'r F � E MARKINGS SHALL HE FURNISHED AND THE AAS ENGINEER T FOR THE ED PLAT SHAD VERIFY INSTALLED BY THE CONTRACTOR, CONDI I'IOLJ. REMAIN AHE SAM 45 SHOWN IN THE APPROVED PLANS. ShIOI.,'LD I r - - (,OND,:IOE B- CHANGED, A H. 10. LANE CENTER S E _VI�Ea STRIPING Pi.AP{ SHALL Ht 'SUBMITTED TO IHt SHOWN ON THE PIAN ARE DIMENSIONED FROM FACE OF CURB CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TO CENILR GF STRIPE, OR BETWEEN CENTERS O� STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA 'WHICH IS TO I'"i+1 �� NOT Sm. REMAIN AND `LACE IS DAMAGED DUE '(7 THE CONTRACTOR'S OT'ERA TIGNS �\ CONTRACTOR SHAT INSTALL NEW TYPE "C DETECTOR LOOP PER CITY ENGINEER. SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE V DETECTOR LOOP: SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, � CURRENT EDT ON. 22N LEruEN"J `J EXISTING DETECTOR LOOP, PROTECT IN PLACE ❑ EXISTING SIGN TO REMAIN.� CONIRAC'OR SHAH INSTALL NEW TYP'- "D" DETECTOR LOOP PER CITY ENGINEER. \J DETFCTOR LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLANS, INSTALL NEN 1 POST SIGN. CURRENT EDITION. INSTALL NEW 2 SIGNS ONE POST -,.- SIGN LOCATION REMOVE EXISTING TONTOR) GUS - STREET NAME SIGN FUTURE PARK SITE j SNS METRO - METRO STREET NAME SIGN J JM4 3 - RED DIAMOND OBJECT MARKER (BY SEPARATE PLANS) R - + STOP SIGN RI -2 - YIELD SIGN' RSYMBOL fi C - No PARKING ANYTIME R26(CA) ti NO PARKING ANYTIME W2-6 - CIRCULAR INTERSECTION Vf3-1,- SOP AHEAD)"�Nq// {y) W3-3 SIGNAL AHEAD ��- - y"�. J F it 'CID oo W16 17P ARROW SYMBOL /� I Z W31 (CA) END ' I"+ < NOTE SIGN CODES ARE FEDERAL CODES TEMPORARY movE Wl frl wDF _ �I_G_ J ON SKIDS REMOVE ��UNI-ESS OTHERWISE INDICATED BY (CA). CONSTRUCTION MUIRLANDS �/ / �\ I I I 0-D DU (CA) INDICATES CALIFORNIA CODES. PARKWAY TO THE WEST / ."(cR �\ ( < H- I`n -{ F- — o y✓ 1. y §7-FOi5.72 46 A40 _ - � Nl3I(CF ri FIT S 7? W2 — )s: -gym 3..F'N18-7P Z-- -�'- ~ e ,z �y' TEMPORARY BARRICADE ON SKIDS REMOVE WITHCONSTRUCTION CONSTRUCTION WINDERMERE TO TIF SOUTH F1111110 .` 4 FUTURE TRACT 1 (f3Y ARAr SEP ATE �27245M SANS) I iP-.._3Ci A I , I I L FUTURE TRA ' (E3'( S� CT 7288iEF ARATE PLANS) 1\ \\\ F` _0 \1�fi BUENA VISTA ROAD I : II LT li LH In fLl2 LYE I� li "ROAD ENDS R26(CA) R26 CA PROPOSED R WAHEAD"�50 FT I 7 I :JIR �JJ JJ r _L -: R D > E-� LJ R26 CA cj LJ TTI Ln R2s CA) Aj J R26 CA u- \-PROPOSED R/W .r` HORIZONTAL 1"=50' RE 0e°ie0) 0 rRAW! NGO liisr.> tem rasa PAY: FRED W. PORTER, RCS: 33448 EXP,_ D>riUE PARK ,QUARE DRIVE LJII W2 �wts IFP \T I I I 12 __-I K OGUTSIDE LANE DO_'ESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOUR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION .AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. BUENA VISTA ROAD STATION 170+78 - 175+08 m QROFESSIpNq y�4� yfffrR£y �s c ca m No. C55155 � m * 6 m30Y1 * .. ... `-.. J s P 1800 30th Street Suite 260 f . y-il_Fe_ rgjF.-,,QIV„ i Bakersfield, California 93,301 REGISTERED CIVIL ENGINEER DATE OF CAVE!. �E61) 32/-1969 Go- y�i iP V � 1T%YY�� R261CA j tpAO� S -7A2N4�5 i % �gkg9 CLAt1E �lilt SEP R26 CA)� 1-Rb5P / -- , +�n JI -V26 17F 6 CA)/40 ' 1o1T68 91--�R26 GL IPd T. R-IR7_2 Ras cA RECO.Rb DRAWING R6 -5P �--= —_ - fi''lI,+AS€' :L { 3 k"I S. YJ 1a➢!.. f SIJ I ss � � Acs > - r'�I tiO , PORTER, RCIE i P. DATE z o ® M On 00 @ (V Uj z .` o �- } ._° N < Ld @ L N N X a5 In ta� 1 Qx @ LU m y „„gy�pp W - co 68 Z N O ^� z (n N IU LU N N cl i fff w O SIO F�gY SEPARATE r— _ oil /� HORIZONTAL: 1"=50' _ _ + „ STATION 15 + - D � 50 17® 8V a A E 12/30!2014 --– – JOB NO 13-2750H CAMFA !f F __— — IUiAR DRIVE O SHF_EI zqilj�11111 jjp��ojjj �w me L oIlD OF -21 SHEETS O W¢UO WOp zS�z ww�a v�mwmu�2�w KJ' rj'r-kZdZ Ie w.FwzvlrF a Zpr�O�.�r�mU �xorswwoax zOu.¢ Z1-U�y 0 03 LLxz > Q w O W U�o 2 m U \{ wQ ?>OUZiv,� rz.",pZ p'L oa i 3d1 QOSQ C�L�� o>zo�v;upOa 4(`\ � dwowor�uoa n zoww 1LLow 0z¢ «1 Oa0'�-SU�ZNU z z z ZZ z-zmi1a�Pw, uU. w Q �w w U w wO p w i U j IFS JyoO x zo�ci aiwiav�. NiS 4Z�y>O_oy1= Fw wx�om qpO >ww¢v"'i OWUwZ UZ7 am a > U w�Jow'=«� xx'�cxoswzx FFG21-UOKQ� at AN IF - BB �i cr LIM �, __-I K OGUTSIDE LANE DO_'ESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTGERS & SCHULER CIVIL ENGINEERS. SIGNATURE BELOW FOUR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION .AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. BUENA VISTA ROAD STATION 170+78 - 175+08 m QROFESSIpNq y�4� yfffrR£y �s c ca m No. C55155 � m * 6 m30Y1 * .. ... `-.. J s P 1800 30th Street Suite 260 f . y-il_Fe_ rgjF.-,,QIV„ i Bakersfield, California 93,301 REGISTERED CIVIL ENGINEER DATE OF CAVE!. �E61) 32/-1969 Go- y�i iP V � 1T%YY�� R261CA j tpAO� S -7A2N4�5 i % �gkg9 CLAt1E �lilt SEP R26 CA)� 1-Rb5P / -- , +�n JI -V26 17F 6 CA)/40 ' 1o1T68 91--�R26 GL IPd T. R-IR7_2 Ras cA RECO.Rb DRAWING R6 -5P �--= —_ - fi''lI,+AS€' :L { 3 k"I S. YJ 1a➢!.. f SIJ I ss � � Acs > - r'�I tiO , PORTER, RCIE i P. DATE z o ® M On 00 @ (V Uj z .` o �- } ._° N < Ld @ L N N X a5 In ta� 1 Qx @ LU m y „„gy�pp W - co 68 Z N O ^� z (n N IU LU N N cl i fff w O SIO F�gY SEPARATE r— _ oil /� HORIZONTAL: 1"=50' _ _ + „ STATION 15 + - D � 50 17® 8V a A E 12/30!2014 --– – JOB NO 13-2750H CAMFA !f F __— — IUiAR DRIVE O SHF_EI zqilj�11111 jjp��ojjj �w me L oIlD OF -21 SHEETS QQNSTFUCTlON_NOTES L] CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DV,(-,. ST -1. CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. SI` -18 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHECr 3) (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% f c> °- � C3 x -A. 94488.71 EC 1' RAD. / 9.59' RT AC. ELEV -53.66 / ir TC',6LEV-54.40 9.00' RIF 11 AC EIEV453.41,, IC Et EV 154.24,rl t� �-T FU'�L➢RE- �?ATF PL P.NSi J WINDERM�HEET 1 �' SEE n 1� '111 119�}�. 4, 510:11 j0 I I FUTURE TRACT PLAN) 71S (BY Y,EPARATE S) FUTURE RESIDENTIAL (BY SEPARATE PLANS) ----------------- _ 01 Imo..__. 100 9 00' RT AC ELEV-53.22 TC ELEV-54.05 1 1s C!JRVE TABLE CURVE RADIUS LENCIH �CEIJA TANGENT C7 7.00' 1.63' 93'10'59'1 ,A6' C2 --10700' 1.58' 2" -IOC C3 6.76' J-37'0 3'3708" 338' C4 2341.W' 749.66' 187052" 378.07' C5 2359. W' 762.31'18'3100" 384.54' C6 5.00' 15.71' � C7 23�,U0' _180'00'00" X3550 -F5-3T- 153Y _ _C8 08 2X5 _230_45 460.78' ' 231.13' C9 2349.00' 151.18' _1116'39' 3'41'15" 75.61' C10 CII G72 C13 C14 C15 CIS C17 400' 234'.W' 2.50 83.62' 2359 00' 19ZC0 2359.00' 2341.00' 72.57,-18o- 7995 615 5088 32 73' 4' S92.9T 585.9( v I'S3'W" 154'3742° 34'51'4i" 0'4742" 176'30' 14'24'US' 1420'24" 38.48 i'fl 1627 1638' - 1.22' 298.65' 294.4' 10.00' LT AC EI -EV -53.95 TC ELEV 54.%8 C6 106 STA. 105+47.83 BC 5' RAO. Q00' LT AC ELV-54.18 'iC El E/=55.01 \1 I I HORIZONTAL: 1"=40' , WHITE LANE RECORDI DRAWING (BY SEPARATE PLANS) P'id7I i La telt ii°{ ��E-D-'WW PO-RTFR, RCS; 33440 EXR � DATE. E'ORD DRAWING i'sJas s 2,3 5 ea,IL.Y I p' I �%�-.'"� iZ. i,_;..l,.y. W'.+t.3'. w! �' ✓'per^ 1 r� FUTURE PARK SITE (F3Y SEPARATE PLANS) BY FRED W. P{)i?TE2, RCE 33446 ?4P. E �- CJsTA 87+40 .42 '.' STA 86+59 55 STP 83 3�932 I5 Er 1' RAG E' RAD- 6 -- 9 00" LT / 9.00' LT AC r \ AC E V 52 79 AC EL- V -52 77 LF V t TC l F✓.. 5362 Tr LCV 5 360-_ it "5F+535 152�RK V 1_JCER^PE -L3j TYP �I TA. 153+15.71 6 EC =BC ---107 RAO. 9.03' T AC ELF / 53.38 TC ELEV=54.21 -IA 86 54.77 8C 107 RAG 9.24' RT AG ELEV 52 81 TC ELEV-53.64 \', STA '3/+ 9.3b�1 RP L 50'�RAID. , 6 50' RT - AC, EII7 TC ELEV=53.80 EC 4RAID. 1.00' RT / AC ELEV=53.90 TC ELEV=54.33 38 9.00 RT V-53.27 1.00' RT AC ELEV=53.95 s9 TC ELEV=54.78 9E Teva TAas •B' I I i i FUTURE TRACT 7245 (BY SEPARATE PLANS) 9.00' I.T AC ELEV=54.05 TC ELE.�.ae V 5 4 88 'll 1. �r: � ,� 9.06' LT _ Ar LEV j3.'_8 LL oawo no> d 8C 1RAD 9.2G RT I AC ELEV 53.86 TO Ei FY 54.19 0 , ON u"iuwi�oFs?oa � ��czc�i-Oww00 6� ¢ N � Koz�,nN� r> uj O E �zzm z ' > {� •-- �i'000�� -�LLazo' 2 fn 'N_ X {p^Rq� < <,ro iy� szoi °wxwl U) ro LLrozwIil -tNSi W iU z-ww F� 9o�as oz- Z V M oFzow`�'oz> o p�/ � vi-nU2�u nz nazeeiow �arar 1r. I..I.I Z W f M oaiu�oc"'LL z z L__ d-- N V�z _m5'3%�oV pV Ot9 oaw L1� r ¢ai�opw�� "ate'-aa>zy oo aK� x-0 1 ott�¢ x F� ano�> 'om iUO�c�,n�w zO¢w � ODiw M1 Wu�iVUwzS�TE z�oa�ucrr�� ,PI RECORDI DRAWING (BY SEPARATE PLANS) P'id7I i La telt ii°{ ��E-D-'WW PO-RTFR, RCS; 33440 EXR � DATE. E'ORD DRAWING i'sJas s 2,3 5 ea,IL.Y I p' I �%�-.'"� iZ. i,_;..l,.y. W'.+t.3'. w! �' ✓'per^ 1 r� FUTURE PARK SITE (F3Y SEPARATE PLANS) BY FRED W. P{)i?TE2, RCE 33446 ?4P. E �- CJsTA 87+40 .42 '.' STA 86+59 55 STP 83 3�932 I5 Er 1' RAG E' RAD- 6 -- 9 00" LT / 9.00' LT AC r \ AC E V 52 79 AC EL- V -52 77 LF V t TC l F✓.. 5362 Tr LCV 5 360-_ it "5F+535 152�RK V 1_JCER^PE -L3j TYP �I TA. 153+15.71 6 EC =BC ---107 RAO. 9.03' T AC ELF / 53.38 TC ELEV=54.21 -IA 86 54.77 8C 107 RAG 9.24' RT AG ELEV 52 81 TC ELEV-53.64 \', STA '3/+ 9.3b�1 RP L 50'�RAID. , 6 50' RT - AC, EII7 TC ELEV=53.80 EC 4RAID. 1.00' RT / AC ELEV=53.90 TC ELEV=54.33 38 9.00 RT V-53.27 1.00' RT AC ELEV=53.95 s9 TC ELEV=54.78 9E Teva TAas •B' I I i i FUTURE TRACT 7245 (BY SEPARATE PLANS) 9.00' I.T AC ELEV=54.05 TC ELE.�.ae V 5 4 88 'll 1. �r: � ,� 9.06' LT _ Ar LEV j3.'_8 ME VIS 3IONS APPROVED BY: \ lj F Jit ��tie'C✓. y 1fc, ... Ylt, r P, ' l c ty RUCE`' NO. j344n,.._._._.__� D, P, i)A ITE L )P ,"'IL���C' Nr) 670GE... h a � SSEE O DEN DRIVE EE SHEET 17 / f 1 I K W 3 ~ a 0 w x w J CL r c7 � Z 's z u LU tt o,a gig Z T'®" a of L.J Lu Lij >LL< STA. 94+93.33 W C 1' `^e„\ 9.00'' LT LT y.pa P/1 Al ELEV 53.66 �VJ -> 4C ELEV 54.49 : UJ ui TYPIAJ - tet')• m pp�qq W J m W tj LL i M' STA 94+88 71 EC I' RAD. / 9.59' RT AC ELEV=53.66 "C CLE V-54.49 I li/ HORIZONTAL: 1"=40' LODEN SEE. SHEEDRIVE t, O L > PA JOH Na. 113-02750 (SHEET OF 21 SHEETS A i 'GTA 92+81.26 I 8C 1RAD 9.2G RT I AC ELEV 53.86 TO Ei FY 54.19 I� , ME VIS 3IONS APPROVED BY: \ lj F Jit ��tie'C✓. y 1fc, ... Ylt, r P, ' l c ty RUCE`' NO. j344n,.._._._.__� D, P, i)A ITE L )P ,"'IL���C' Nr) 670GE... h a � SSEE O DEN DRIVE EE SHEET 17 / f 1 I K W 3 ~ a 0 w x w J CL r c7 � Z 's z u LU tt o,a gig Z T'®" a of L.J Lu Lij >LL< STA. 94+93.33 W C 1' `^e„\ 9.00'' LT LT y.pa P/1 Al ELEV 53.66 �VJ -> 4C ELEV 54.49 : UJ ui TYPIAJ - tet')• m pp�qq W J m W tj LL i M' STA 94+88 71 EC I' RAD. / 9.59' RT AC ELEV=53.66 "C CLE V-54.49 I li/ HORIZONTAL: 1"=40' LODEN SEE. SHEEDRIVE t, O L > PA JOH Na. 113-02750 (SHEET OF 21 SHEETS A lll 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. SfD. DWG. ST -1. CONSTRUCT IYPE 'M' MEDIAN CURB PER C.O.B. SID. DWG. NO. S1-18 L 31 CONSTRUCT WHEELCHAIR RAMP PER CALIRANS REVISED STANDARD PLAN A83A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB Ac GUTTER) SEE LANUSCAPE PLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% 6 01' L T A.. EI EV 15 TC ELEV 54.98 6 00' Li N / u AC ELEV =53.88 lr EL'cV-54.� j -e l✓�� g0 ,A � _ V STA. 7a+50.98 9—GN MEDIAN 6.00' RT AC ELEV=53 75 TC ELEV=54.59 AWING -TA 78+20.54 �LC 8 20.54LC 1 RAD STA. 73+/718 9 00, LT EC AC E t EV 54.28 9 00 LT TC ELEV 55.11/,C ELEV 4 08 'RECORD DRMING 13'Y FREE) W. PORTER, RCE 35440 EXP. FUTURE FUTURE PARKT Si E (BY SEPARATE PLANS) 9.00 LT C LI EV -53 91 IC ELEV 5414 n CO2 �n ry � 81 ° 82 — T DELFA IANGENT m 63 T 3'13'41" 27.92' C2 1009.00' 56_86'&6' 373.44" 21.44' C3 2341.00' m ❑3 TYP 84 91� q " a b, C5 1559.00 443.90' 1678'50' 223.x' C6 1541.00' 072.62' 2500'31" 341.75' TA_ 78 77.18 -- �' Ec SIA, 76+15.47 00 RT E� V RAD. AC ELEV -5419 900' RF TC ELEV 5502 T LE V .54.32 -- TC EL v-55.15 W. PORTFR, PCE 33444 EXP. RErORD DRAMNO CRY= FOV.) W. PORTER, R-C't- 33448 EXP. DATE W FUTURE TRACT 7288 ------- 'BY SEPARATE PLANS), ------------- {-------- ------- 1 I I i i fUIURE TRACT 7288 ' 1 BC RAD i �-��...�--;'��� 9.01' RT (BY SEF ARA IE PLANS) AC ELE�=51.71 Tc ELE�L=52.54 STATION 154+00 - 165+00 P J=A CAM PU ARS DRIVE 1 ill I NUDE AIM Al . , STA 84+47.58 k i f 3Bc 1' RAD.- ---- '9 00' RT IAC ELEV=53.90 TC ELEV=54,73 /,/y� HORIZONTAL: 1"= CURVE TA8LE_ CURVE RADIUSUS LENG'7M DELFA IANGENT C7 391.00' 55.63' 3'13'41" 27.92' C2 1009.00' 56_86'&6' 373.44" 21.44' C3 2341.00' 585.91' 14`20'24° 294.49' C4 2359.00' 592.97 1474'08° 298.06' C5 1559.00 443.90' 1678'50' 223.x' C6 1541.00' 072.62' 2500'31" 341.75' WINDERMERE STREET SEE SHEET 15 f T- 154+00 vTCH-uNE S- i SEE SHEET 16 W2U0 WOy /� nmwv,wwa Fo � m zV�- Gw�x�O fs)tt> U o_ F � wKi2�ro-i,nizm LU `T Q W m °? ozIX�LL¢ of-� .c9 U! N x ac'o so J 22IXow ZC''a?O LL U) -L '� Q W C yZj ul O < Qrip Zm�-OOLL CVs W (� W LL Z- U W 06 u, o IX N zOwww~rr CJV¢ tlfl W �M OnzIXFO)WU¢IX 4,L..1 LLzz a ¢g O fl wzuwi �cyi"o� ® r WIXO"�G Sww QON PT WZ Wouo LL¢zzF; L1® QQNz��wo. o Roy o K Q n��aIX rwom nW W UZ_. U' OQ r"\ r � u a 1 W E CL ? W � Z CL LU z L \ o a 'UTURs A�A�E PLANS) AC ELEV�5,1.80 TC ELEV=52.63 .e.. I I I r II I L PARK SQUARE DRIVE HORIZONTAL: 1"=40' Z w z o w CI ?DATE 12/30/2014 PA JOB No 13-2750H SHEET OF 21 SHEETS 1 � Q M 3 > U d � � .2d.>' SYPH Z w z o w CI ?DATE 12/30/2014 PA JOB No 13-2750H SHEET OF 21 SHEETS CONSTRIJC-90N NO 711 CONSTRUCT 6" CURB & CUTTER- PER C.O.B. STD. DWG. ST 1. CONSTRUCT TYPE NI" MEDIAN CURB PER C.O.B. STD. DWG NO. ST -12 CONSTRUCT WHEELCHAIR RAMP PER CAI_IRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DEfAk ON SHEET 3) (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE FLANS BY OTHERS. 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% I i I I i I II i � II I� f STA 46+ STA 48+60.58 -8GP1 -MEDIAN 6C 215' RAD. 4.00' LI 4.00* LT AC ELEV 54.86 AC ELS -4 34 TO ELEV=55.69 - r \ 50+00.00 10 1 51+4�0 f3GV MEDIAN i S'L 4Ul%I.31 T4 494 0.5` / 400 RT 400RT 3 `q ��.- ------- _ -- FO - AC AC ELEV 54.88 TO ELEV `4.34 V LC Ei EV=55.89 -"��' � TO CLEV=56.17 ➢ \ A I Ii 1 I 1 f -I I 1 I MI _I ?RECORD AWING Ipl I W. PORTER, RCE 33448 € :iR wof WMDER�AERE STREET SEE SI1EE7 15 F - CURVE TABLE Coeur IRADIUS LEac1e otuA I Mw Mil ct C2-71541.05 a.oG 1257 1a wo --- 67262' 20031" 341.75 _ G3 1559_00 443190' 169860° 22348 C4 C5 1549.00 l%64' 534'20" 75'8' 05 4.0a _ 12s1 1a0iDW - 4.78_ 1370219--508' H -_- C7 60.00' 4366' 41'41'19" 22.94_ B 9 18.86 106428 46 92' r C9 _ C70 _ 1069.00' 09,'0 200' 7856.59' 163706" 9376' 5.98' 17112'09' 26.0V COLLINGWOOD DRIVE FUTURE TRACT 7254 I, STA. 56+13.00 III Ii (BY SEPARATE PLANS) Or, Lf AC El EV 55.31 TO -,` ACAELE4.0- 515 5 --`' TC ELEV=55.98 618 ,I - 1 54422.01 / '3 BC 4' RAC. 'TA � � 4.0(' LT I_ J,_ 4 00' T _ 40 t - -- AC CLEV 5490}�TO nk- - AC ELEN {'\ A. -�E- t _L TO ELF\ FUTURE TRACT 7248 (BY SEPARATE PLANS) XN 54 1556 - C1 - GI C1 - - 54+73.00 L 1 ---------- �� A Ac EECI 4'RAs 1 - �. - � � --L- 5.73 � - 5.73 - I 1 I I TO FLE-V. -55 98 15TH 56+1300- __� I� I1 1I I Or 4' RAD I1 4.00 LT 1I I i QAC ELEV=55.35 TO ELEV 56.18 t n I1 II j u I11 1 I I I I I I� . I: I III1I ' II ,I 1III I I1II'I RECORID DRAWING 6Y, €'R W. PORTER, RCS. 33448 EXR DATE RECORD DRAMNG FIR -PORTER, RCE -3-3-4--4-8- -F--¢.-.pm.-�. DATE 4 e SIA M3kHD. AGE Gj LT I 1 1L.V_S4 SS ELEV=55 18 170778 50 x FUT TA 4ATc11 "Lr r I URE TRACT 7 GG 245 (BY SEPARATE_ I11 E'E\ s3 PLANS _ ) � � � TC ELEV-' r r -. _ 1 \ I_ _ I - '-�o� -- --- � s c I -'-. -- �:� �• _/ I ING 16 IMNROVttdENT. STA RAD. 47. D XXX { i "..t -�1` C2 `L.L-_ c1 GG LT 169+97.4 CS r"�- Af \ 1 O4 /8 70 L(9 756 �C , ELEV 54.75 CS --- 570_113.06 C7 T - NI 108+26.32 C4 BC p. 1674361 _,_ EhD 'fAF'9_R%HC 1 00 LT _ 20 - - - __ - EC��N TAF1c;� FPS-r� 1 00' T E RE✓ -54. _ _ _ _ 's A _ 9.OG 2 o, ABL_ G' A ELE,/.=53.60 F' - _ _ _ '� TG FLEV 5 - -'__ - ---AC -ELr V- Lr FLV=54.43 5 - S�.J _- - _ - - _ - _ -------------- _ - �� '-o +7 G LEV�5�40 _ 23 1 i - r --._.- _ _.___._. � A E EV _._-._-_._ ____- fA 170 P ------------__- -� _ ___-.�-...J 54: L cTA. 170+ Ac EI EV 5$5 EG so R -- -- --- FUTURE TRACT 723E3 -- --- -_- - Tc ELE ✓=g5.33 U 544. g7 I ___y £/ n5r--j TO FLEV-55.20 (BY SEPARATE PLANS)' i ✓-° STATION 165+66 - 170+79� HORIZONTAL: 1"=40' �!! 2'r - , TAPER "C" TABLE STATION d OFFSET 167+36.26 9.00' RT 167+43176 z �- 9,00' RT 167+51.27 1 'tea 8.38' RF 167+58.77 167+_66.28 7.59' RT 6.50' AT TANGENT 161+96.30 1.50' RT 168+03.80 0.41' RT r 168+11.3! 0.38' LT 168+18.87 484' LT 168,96,32LT E 4 iAE.VISKNN 7 APPROVED BY: ., HORIZONTAL: 1"=4U' I 2 NO. 67008 JAic r FUTURE PARK SITE (BY SEPARATE PLANS) ,D. AC ELEV-53 79 `d / TC ELEV-5462 SIA 47+08.72 - ----------- _ i ECN MFDLAN -- '- 9 OG LT _'1 ✓/ 50'1'0 AC ELEV-53.33 yRLP -_ TO ELEV=54.1s _ 12-L, C8 A78 aO. c D 2 � 47+08.7 ------ Z I N V• O A 1- STA, 45+94.04 --e .> 3C i' RAD. --------- _s" 900' RT AC ELEV=53.69 TO ELL/V\-54.52 3GNME1311 3 00'X7 AC ELEV 53.21 TO ELFV 54.04 STATION 47+68 - 56+00 IT14IRLA11IDS PARKWAY \ \ wLL o d r \ z�yLL NZLLR o wJr o'FLLF� z �- 6<GF Os0 1 'tea a tt xxz w D7 o v zwy � Lu Z z wiowi wv, 0a_� p h < j W W >U Q4�20u11(yyZ �U% > =) ��1FG�H O or 2 w x a �awwu) LL viwowG U) y U`V.UWw�p�pn `1'w�>o`�rnivri¢ m azo- oM1x m -wa Laoo�� z W ,, oa W W N Q � ZI-O�w jf11C�00 h xw wwFNr,Gwaft7 a UJ N zowwLL�-wooer W W m 4aza FGyoaw aF�ro�'zizo Of p v�{L�izaw�wr' CLppqq omgwz`;'z`=am 0 E 4 iAE.VISKNN 7 APPROVED BY: ., HORIZONTAL: 1"=4U' I 2 NO. 67008 JAic r FUTURE PARK SITE (BY SEPARATE PLANS) ,D. AC ELEV-53 79 `d / TC ELEV-5462 SIA 47+08.72 - ----------- _ i ECN MFDLAN -- '- 9 OG LT _'1 ✓/ 50'1'0 AC ELEV-53.33 yRLP -_ TO ELEV=54.1s _ 12-L, C8 A78 aO. c D 2 � 47+08.7 ------ Z I N V• O A 1- STA, 45+94.04 --e .> 3C i' RAD. --------- _s" 900' RT AC ELEV=53.69 TO ELL/V\-54.52 3GNME1311 3 00'X7 AC ELEV 53.21 TO ELFV 54.04 STATION 47+68 - 56+00 IT14IRLA11IDS PARKWAY \ \ I r \ Z 0 1 'tea a , Ni�a a LU CL w CL 5 CL j W W Q U u nuc > �I a a 2 w w / - ® > /L �7, , r j /�y LJ 00 Z �' 1 1 1 Q z 1 e�t �J a- < Q � I ED CL ti U W I -_ N E 1 I H 1 1.1 i- 1 I v� \ HORIZONTAL: 1"=40' S r - I ;A 3v" w;[SIR DATE 12130/2.014 i [PA JOB No. 13-27501-11 u IrSHEEI l 17 11 OF 21 SHEETS I' z Z , CL LLJ w w w / - ® > /L �7, , r j /�y LJ 00 Z �' 1 1 1 Q z 1 e�t �J a- < Q � I ED CL ti U W I -_ N E 1 I H 1 1.1 i- 1 I v� \ HORIZONTAL: 1"=40' S r - I ;A 3v" w;[SIR DATE 12130/2.014 i [PA JOB No. 13-27501-11 u IrSHEEI l 17 11 OF 21 SHEETS I' N -Q E: DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RJET7GERS & SCHULER CIVIL ENGINEERS. SIGNATUP.E BELOW FOR HORIZONTAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC. egOFESS/pNA ¢4© 1S,9FRFyp �F. wy5 A 155 Exp. 6-530-16 m I._ / 1£900 30th Street, SUite 260 ✓� ! -.' - /Y CiY11- ' Bakersfield, California 93301 REGISTERED CMI- ENGINEER DATE Te OFCA14 (661) 327-1969 4.13' -r-4.13' R7 AC F_I_EV=54.32 IC ELEV-55.15 CURVE TABLE CONY.5 RADIUS �LENGPd DELTA TANS 6T Cl 215,00' 7.54' 20033- 3 C2 700.00 6.11' 33012- 3.06 ! C3 I 100' 153 933071 I 1 05' Ca C5 C6 1 700 1 100.00 100 1,58' 0 97' 739 903313 01313' 79 806 101 0.48' 089-� C7 100.00 tti 1� 91611 8.11, C8 3.00- 6.07'-- 115 5'04 479' C9 70.00 1535 123341 770' CIO 3.00 507 015 041/ 479' C11 C72 100.00 i.CO 21:Y' 144'_ _ 121431 -92-'3706'--0-881- 1073' C13 215.00' 7.53' 20028 37/ C14 3.00 6.27' 119 41 53 S 16, C15 C16 C17 700.00 LOO 100 7145' 138 165 +21123. 785706 94-3 1077 08/ .OS' C78 2+00 3.9 1771209 1 2500' C79 70000 700'_ 785709 U82� C20 100.00 21 45' 12 17 24' 10 77' C27 3.00' 6.27 119'41'48' 5.16' [C22 70.00' 1554' 12'4307" 7.80' 5.19' LT AC ELEV=54.26 TO ELI: V=55.09 2.077 1 AC ELEV=54.37 TO ELEV=55.20 V'I'A. 48+92.85 BC 100' RAD. 500' RT AC ELEV=54.28 TC ELEV=55.1 STA 48+93.31 B 1 RA:). 500 RT AO ELEV 54.27 TO E LF J 55.10 AC ELEV=54.23 TC ELEV=55.06 STA. 49+10.62 BC 100' RAD. 6.63' LT AC 0 EV- 5421 TO F_IEV=55.04 10.81' 1 - AC ELEV=54.16 TO ELEV=55.99 2.00' RT N 7.66' LT AC ELEV=54.29 AC ELEV=54.25 TO ELEV=65.12 (LS) TO ELEV=05.08 AC ELEV=54.31 TO ELEV=55.14 EC 1 RAD } RT 4.00' RT ,1n ELEV` 54.21 AC Ei V=5430TC LEV 55.04 FC ELEV=55'3 ST/ 49+04,82 BC 1 RAD. 4.84' RT -" - AC, ELEV=54.23 ... TO ELEV=55.06 (,URVE LE CURI E RADIU a LRVGTt! DELTA TANGENT 23 300 0.74' 1171212' 432 240' /000 2358' 1914 i4 119 25 '0/UO 305 5.31' 1899• 120'26'59" 90542" 5.L4 &57 2/ - 100 136 775624' 0.81` 2e 1000 14/' 11 2 a" a sf 29 109.00' 21.80 11'27'27" 10.9S' 30 00 1.58' 909602' 1 ?00' 3i 100 [ 1.67'- 953fi50' 110 32 101.00 1472' 610'01" 576' :�) 300'814' 11712'77" 4.92' 34 35 36 70 C0 3.00' 107.00' 2358' 8.31 21 82 101814" x026 53" 1140 54�--10 11,90' _ 5724' 95 1 37 1.00 140 80243" 085: C 38 1.00' 1.63' 931056 1.06_ 39 10/.00' 676 3370r 3.38' 40 109.00' 3 58' 1 v2 46 1.79' 41 too 1 161 922049 1.04' 1 1100' 14T 122150.86' 43_ 10900 76.53' ,84114 18' 7.6'6' LT AC ELEV=54.21 TO ELEV=55.04 10.81' R7 AC EL V=64.09 TO EL J=`4.92 �(LS) I CO' LT 1 AC. ELEV 53.56 C30 L4 C32 ! TO ELEV 5549 x STA. 94+88.71 _21A94 A 94+9? 3A EC V RAD. AC RAD. 9.59' RT 31 8.00' LT ANGLE[- RT 2 AC ELEV=53.66 - 2.50 RT 031 TO ELEV=54.49 I AC ELEV-53.68 �; j AC ELE1i 53.78 TO LLEV=5551 TO ELEV 54.61' I5 BTA. 94+87.60 STA. 94+82.37 EC 1 RAD. �^ \ /' SrA 94+67.58 BC V RAD. J 8.51' LT c. 5 1 ANGLE PT. 8 60' RF 1 AC EL2 51' RT AC ELEV 53.58 J/53.74 2 8 �. AC ELEV-53.80 TO ELEV=54.51 \' TC ELW54,57 Q0NSTRUQT QN NQ,TE5 o o w o w b Fil CONSTRUCT 5" CURB 3c GUTTER PER C.O.B. STD. DWG. ST -1. z o 1 -�21 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) I CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN a s s+in o w m n o 3 z ¢ A88A CASE "F1' (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) w C "0 Q s � z - (� wax;�mx_c2 L._ T N I CONSTRUCT TYPE 'M MEDIAN PER C.O.B.C.0.5. STD. DWG. NO. ST -1 & 0 x w ¢ N ? r 1 UJ 'I 5� CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) wzz� 3 �d000 aNwc2 1,p (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB &GUTTER) SEE LANDSCAPE o ` ( PLANS BY OTHER& <&0 o V 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U) � � o o � o � 2) SLOPE SHALL NOT EXCEED 2`o z w o: U x U) Z m Q OC m N ���cwizwow�a 6d1 -t0 a oYzocvFz> "���C,ssJ Z N O 6�1.� z LI1 N iOwaw ttOo4 Uj 'ye• �M W �e awozF�'w�zoLL � N SO ry A UZ� UwIOct�i � '\ ♦` a��¢wIz0a� Li x zawww- V L ♦ �m wx�za-'O� \ ♦ zo=2+wx`Cw� \\ Os �KwwSW O� r wa�`�z'N�am tl{s. ti \ \ � cLLJ w CL 1/ ¢zlw 10.84' LT AC ELEV=54.12 TC ELEV=54.95 7.75' RT AC EL -V=54.11 TO ELEV=54.94 10.84' RT AC ELEV=53.95 TO ELEV=54.78 STP 93+13.31 STA, 93' 1A 38 EC 3 RAD. EC 3 RAD. / 1053' E V' 12.94' RT / AC cLEV--53.63 AC ELEV 5358 TC ELEV 54 46 TO ELEV 4.41 334 TA 93+14,34 STA 93+1447 C3J5 BC 3 RAD. 8 3 RAD S 16.25' RT / 13,89' -T 4 `9'9 AC ELFV 53.49 AC ELEV=53.54 IB��J. TO ELEV 54.32 J IC CLE V=54.37 m.�� Q .an0 Ma ENrt � / N 3d w+: l-wN w jo In ulwttNa +O'O II II Nwz �l ww (LS) w�i`1 in v1 STA. 92+98.47 4 Iilw N1i 0» / J EC 1 RAD . Q wr Nl,iw 10.15' LT 2i�QyD- Q 4 ww C30 STA 92I RAD, AC EI EV x.45 m } oo EC I' RAB TC ELcV 54.28 w QI- 1056' RT ^\ o AC E EV 53.41 _ /f 1 STA. 92+9782 �C-y TO ELEJ 5424; " 1 BC V HAD. TT` " STA. 921-92.36 1 1 917' LT SO RAD 1 AC OLEV 53.47 -"� LC37 9 S1 R I7 TO ELEV 50. 3C AC ELEV 3 45' SIA. 92+87.65 >>S TO LEV 54 261 L._.- J 1 U fA 92+82 37 1 tG 1' RAD SAN LE PT. STA. 92+82.32 I 8.06' 1,T \ �� 2 50 L E 1 RAO. r 1 AC f LEV .53 40 l� AC EL]"/=5 3.49 8 21' RT 1 TO EI EV 54.23 841 TO ELEV 4 "2 AC EL V 53.3,1 STA 92+86 -- " t� TO ELEV 64 21 BC 1' RAD CAU STA 92+81.26 1 '9.06 EV T - J ec 1 RAD AC EItV 53.38 _y L4 036 920RT i IC EJ 54.21 Ytn AC ELEV x3.36 1 STA 92+83.05 m 0.n C39TO ELEV 54.19 PCO 109 RAD +- II� (LS� STP,. 92+14.48 9.00 -T o��SW_w PCC 107 RAD. I AC EV -53.36 -� 9,00' RT I TO EIEV'=54.19 k0"1ww .AC ELEV 53.34 -z`!Qu TO ELEV=54.17 3.53' LT AC ELEV=54.20 TO ELEV=55.03 STA. 50+94.19 DC 1' RAD. 4_51' Lf AC ELEV=54.18 TO ELEV=55.01 (LS) 4+51' RT AC =V -34.11 3411 TO ELEV 5494 STA. 50+95.00 EC 1 RAD 3.53' RRT AC ELEV=54.13 TO ELEV=54.96 CORD �1sA�� 9 tJ svi is 1.93' LT AC ELEV=54.23 TO ELEV=55.06 STA. 51+06.08 EC Y RAO. 2.92' LT AC ELEV=54.21 STA. 51+18.16 TO ELEV=55.04 SO 2' RAD. 99' LT AC ELEV=54.25 'fC LEV=55.08 (LS) �C18 2.92' RT 1.99' RT AC ELEV=54.14 AC ELEV=54.28 TO ELEV=54.97 TO ELEV=55.04 STA 51+05.00 BC 2' RAD. 1.93' RT AC ELEV-54.16 TO E1 FV 54.99 'f' FRED W, PORTER, RCE 33440 EXP. DATE S � I I �C+1ATY3 3 TC ELEV-54.03TA Z S 94+77.57 E'9 Y RAD. '1 STA 94+81.47-�" C27 049' RT AC ELEV 53.74 BC 11 RAD. zCN + I ' Lu W 9.50' LT TC ELEV 54.57 AC EI EV 353.72 STA. 94+76_77 TO ELEV 354.55 C29 wnn Y1n a.W 2Lu BC 1' RAD. ® }1= it II 1->> }� II II :�) 11.47' RT C2E + 6L .}C-r>i AC ELEV 53.72 TO ELEV 50.55 QV0 mIQaQF- J (LS) v� z I L STA. 94+60.27 <jR' STA 94+60 39 EC 3RAD. - CP3 12/30/2014 ' 13-2750+1 EC 3' RAD - 13.89' Lf C24 18 C25 16.25' RT AC ELEV=53.81 SHEETS I AC El EV=53.78 TC ELEV=54.64 TC ELEV=54.61 STA. 94-56.42 STA. 94+56.35 B� 3 RAD. BC 3' RAD. 10.53' LT 12.94' RT AC El V=53.9 AC ELEV=53.90 TO ELEV=54.73 TO ELEV=54.73 Q0NSTRUQT QN NQ,TE5 o o w o w b Fil CONSTRUCT 5" CURB 3c GUTTER PER C.O.B. STD. DWG. ST -1. z o 1 -�21 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. ST -3. (WIDTH VARIES) I CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN a s s+in o w m n o 3 z ¢ A88A CASE "F1' (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) w C "0 Q s � z - (� wax;�mx_c2 L._ T N I CONSTRUCT TYPE 'M MEDIAN PER C.O.B.C.0.5. STD. DWG. NO. ST -1 & 0 x w ¢ N ? r 1 UJ 'I 5� CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) wzz� 3 �d000 aNwc2 1,p (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB &GUTTER) SEE LANDSCAPE o ` ( PLANS BY OTHER& <&0 o V 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U) � � o o � o � 2) SLOPE SHALL NOT EXCEED 2`o z w o: U x U) Z m Q OC m N ���cwizwow�a 6d1 -t0 a oYzocvFz> "���C,ssJ Z N O 6�1.� z LI1 N iOwaw ttOo4 Uj 'ye• �M W �e awozF�'w�zoLL � N SO ry A UZ� UwIOct�i � '\ ♦` a��¢wIz0a� Li x zawww- V L ♦ �m wx�za-'O� \ ♦ zo=2+wx`Cw� \\ Os �KwwSW O� r wa�`�z'N�am tl{s. ti \ \ � cLLJ w CL 1/ ¢zlw 10.84' LT AC ELEV=54.12 TC ELEV=54.95 7.75' RT AC EL -V=54.11 TO ELEV=54.94 10.84' RT AC ELEV=53.95 TO ELEV=54.78 STP 93+13.31 STA, 93' 1A 38 EC 3 RAD. EC 3 RAD. / 1053' E V' 12.94' RT / AC cLEV--53.63 AC ELEV 5358 TC ELEV 54 46 TO ELEV 4.41 334 TA 93+14,34 STA 93+1447 C3J5 BC 3 RAD. 8 3 RAD S 16.25' RT / 13,89' -T 4 `9'9 AC ELFV 53.49 AC ELEV=53.54 IB��J. TO ELEV 54.32 J IC CLE V=54.37 m.�� Q .an0 Ma ENrt � / N 3d w+: l-wN w jo In ulwttNa +O'O II II Nwz �l ww (LS) w�i`1 in v1 STA. 92+98.47 4 Iilw N1i 0» / J EC 1 RAD . Q wr Nl,iw 10.15' LT 2i�QyD- Q 4 ww C30 STA 92I RAD, AC EI EV x.45 m } oo EC I' RAB TC ELcV 54.28 w QI- 1056' RT ^\ o AC E EV 53.41 _ /f 1 STA. 92+9782 �C-y TO ELEJ 5424; " 1 BC V HAD. TT` " STA. 921-92.36 1 1 917' LT SO RAD 1 AC OLEV 53.47 -"� LC37 9 S1 R I7 TO ELEV 50. 3C AC ELEV 3 45' SIA. 92+87.65 >>S TO LEV 54 261 L._.- J 1 U fA 92+82 37 1 tG 1' RAD SAN LE PT. STA. 92+82.32 I 8.06' 1,T \ �� 2 50 L E 1 RAO. r 1 AC f LEV .53 40 l� AC EL]"/=5 3.49 8 21' RT 1 TO EI EV 54.23 841 TO ELEV 4 "2 AC EL V 53.3,1 STA 92+86 -- " t� TO ELEV 64 21 BC 1' RAD CAU STA 92+81.26 1 '9.06 EV T - J ec 1 RAD AC EItV 53.38 _y L4 036 920RT i IC EJ 54.21 Ytn AC ELEV x3.36 1 STA 92+83.05 m 0.n C39TO ELEV 54.19 PCO 109 RAD +- II� (LS� STP,. 92+14.48 9.00 -T o��SW_w PCC 107 RAD. I AC EV -53.36 -� 9,00' RT I TO EIEV'=54.19 k0"1ww .AC ELEV 53.34 -z`!Qu TO ELEV=54.17 3.53' LT AC ELEV=54.20 TO ELEV=55.03 STA. 50+94.19 DC 1' RAD. 4_51' Lf AC ELEV=54.18 TO ELEV=55.01 (LS) 4+51' RT AC =V -34.11 3411 TO ELEV 5494 STA. 50+95.00 EC 1 RAD 3.53' RRT AC ELEV=54.13 TO ELEV=54.96 CORD �1sA�� 9 tJ svi is 1.93' LT AC ELEV=54.23 TO ELEV=55.06 STA. 51+06.08 EC Y RAO. 2.92' LT AC ELEV=54.21 STA. 51+18.16 TO ELEV=55.04 SO 2' RAD. 99' LT AC ELEV=54.25 'fC LEV=55.08 (LS) �C18 2.92' RT 1.99' RT AC ELEV=54.14 AC ELEV=54.28 TO ELEV=54.97 TO ELEV=55.04 STA 51+05.00 BC 2' RAD. 1.93' RT AC ELEV-54.16 TO E1 FV 54.99 'f' FRED W, PORTER, RCE 33440 EXP. DATE S � I I �C+1ATY3 3 Z zCN + I ' Lu W LL a.W 2Lu ® z :�) 6L J v� z I DATE PA JOB No. 12/30/2014 ' 13-2750+1 SHEET 18 OF 21 SHEETS CONSTRUCTION WIM E CONSTRUCT E" CURB & CUTTER PIR C.O.B. STD. DWG. ST -1. 0 CONSTRUCT STANDARD SIDEWALK PER STD. DWG. Si - 3. (WIDTH VARIES) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN I-_ n A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) [4jCONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG, NO. ST -18 �' '� ❑5 CONSTRUCT 4" ]'HICK CONCRETE (PER CITY STANDARDS) YYY � (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 1) AI_I_ STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Z S LOPE .HALL P!O f EXCEED 2% � ` r5XV ._®__-'-•__«•-w_®._m®,r-_. ... ..�.-^m. .-r^'. .% / �7� \ ~�\.\-,. 'O.. ..mom-e�v.m._ _ -.-.. _..�v-._ �^ems®-.�.--- Q �i✓- y6 )i �� 05. ��� `o 0.24'RT AC ELEV=52.51 TC F-LEV=53.84 9.00' RT AC ELFV=52.79 2.49' RT AC £LEV 52 94 (LS) TC ELEV o3 77 2.48 RT AC FILEN=52.92 TC ELEV-53.75 8.00' L` AC ELFV -52.81 TC ELEV 53.64 CURVE TABLE 1 CURVE RADIUS-I£NOIH DEUA TANGENT 1 CI 10700 i3 3-54'43" 36� 02 100' 160 9.33508 106' C t 00' 1,58' 9015'02' 700 C4 1.00' 152 87V404 995'_ 4 i 94 00 21 48' 13'07 44 10.79' C6 300' 6.OS 115'14'27' 4.73' C7 8 7000 300' 120.88 tilt 17'0534' 1164257 70_52' E 487' 1 C9 167T.00O 16.51' 8'50'20" 827 CIU 100' 770 8P0002 0.84' ww oD 607 115'52'48 479_ �ci1 012 1000 2008- 16')605 1011' C13 3.00' 603 1151427 4,73 C74 94.00 L7 3T 1_0"04 10.74, C15 C16 17 C18 J 95.00 1,00 1.00" 7.00 7.00 1 150 1900000 157 144' 16 47 85,J223 90GU00 1822234 956 03 093' 100' _ 100 088, 8 26 C20 3.00' 6.03 115"14 27' 4.73' C21 04-00 16 5S 10.05 35 8.30, C22 100' 147 835641 090 23 C24 C25 Cts C27 1_0 0' 707.00 1.00' 100'- 1070 1.58 244' 1y59' 1.44' 21 A2' 901602° 11830 9758`44' 82'3505 11'28'1.; Im, 122' 1 1.02' 0.68-- 10.75 C28 3.00' 6_'11' 116'4257' 4.87' C29 9.011 7 20.88' 171)534" _ 1052' 8.24'R1 .9 7' P.T ELEV=52.83 AC ELEV=52.85 ELEV=53.66 TC ELEV=53.68 TA, 86+43.69 [11 1'I AGL PT, N \ AC ELEb 2.51 LT oro TU E Eb AC CLEV 5z 97 ow TC LLEV- 5380 I ` 'r -'•J (:7 wou rw xJ�?II 50' LT AC ELEV 52.98 To ELEV 53.81 9.12' IT AC E'_EV- 52.85 TC P V 53.68 TA. 86148.59 EC I RAD. 812 LT AC ELEV.-52.87 TC LLEV-53.70 EC 3" RAD. 12.75' LT AC ELEV 5300 TL FIc V -53.83 �Lr2j�J i 9 I STA. 84+84.32 CC 3 RAD. 10.13' IT AC ELEV=53.85 TC ELEV-54.59 13.43' Ll' AC 'LEV=53.71 TC ELEV-54.54 TA 84-64.39 EC 1' RAD 984' LT A� r-lLF J 53.82 IC ELFV 4.65 STA 84+53.52 EC V RAD. 8.00j IT AN ELEV 53.93 TC EI EV 54 76 SLA 84+ 2.52 / OCT' RAD 9.00' LT AC ELEV 53,91 TC ELEV 54.74 AC ELEV=53.86 TC ELEV=54.69 13.17' RT AC ELEV=53.77 TC ELEV=54.80 9.24 RT AC EL V 53 86 To LCV 54.69 STA 84+55.58 8C 1 RAD 625' RT AC ELEV- 83.88 IC EL -V .54J1 800' RT AC ELEV 53.92 TC ELEV 54 75 < STA 84+47.08 AC 1' RAD, 9,00, R1 AC ELEV 53 90 To ELEV= 54 73 EC 'I" RAD. AC ELEV=53.40 STA. 153+0`3.71 8.93' LT TC ELEV =50..23 EC 1'-3C 107 RAD. STA. 152+82.81 Al, ELEV=53.37 9.03' LT EC 3' RAD. TC ELEV=59.20 Al FLE`1=53.38 14.67 V STA. 153+03.77 TC ELEV="54.21 AC ELEV=53.31 \ A, I' ftAI I STA. 153+18.16 TC ELEV=54.14 9,92' LT FC 107 RAD. C2& a C`!J"T+- E IV-54:8AC EI EV 53.38 -r C24 TC ELEV=54.21 STA. 152+78.88 n BC 3' RAD STA iv +04.55 UI p025 11 38' LT ANGI ENT STA 15 +14,84 AC E1EV 53.46 4O 2.51 11 ° o fNGL "CPT. TC ELEV 54.29 '. pT' AC EI EJ 53.50 ! 1.. 250' RT �M �0 CC ELEV 54'33 J > AC CL.CV 53.51 (LS) _ - �0. TC cLcV 54.34 153+56.60 CL INT. X29 TA ^ 52+99.70, ANGLE PT. TA 153+09 69 ANCLF Pl. L 306 LT AC, 1 EV 53.51 2.49' RT STA. 1,2+78.87 TC ELEV 54.34 Fl ELEV 355 C- I 623E ELEV SA_88 136 3 RAU. 9 43 RT e,*5% AC EL V -55^52 STA 1531-10 6fi 0 ELFV=56'35 C21 EC 1 'tAD. 9 DO' RT STA. 152+_98:81 AC ELEV 3.41 STA 152+82.67 5C V RAD. ' TC F_LEV=54.24 fC 3' RAD. 9.51' RT SFA 153+09,67 AC ELEV 53.38 6C V RAD, 12.75' RT ,C ELEV 0421 FS 00' RT AC ELEV=53.43 STA. 152x99.70 AC ELEl-53 43 I - TC ELEV=54.26 EC 1' RAD. TC ELEV 54.26 8 51' RT ----- AC ELEV 53.40 ------ TC ELEV 54 23 __ - __----------------- 1 * 1 I ' I I i j I ii �jam, .�------�.- �-__ -- �s J ND -TE, 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. V pg0FES'SJ0,46 J a 4bFFNEYp�� N y y C No. C58155 A. * ExD. 8 30-i8 1800 30th Street, Suite 260 tilv 11 Bakersfield, California 93301 RECISFERED CNIL ENGINEER DATE `r OF CA, -\F (661) 327-1969 dU0 yOvJ LO4�-l� W�'pF Nm W�3W wG.-r� r �o x 2 �iz�-zaz�0 V,u12-w2P>FNS f,OZI-OZJNVjU C 2 2 2 J O 2 g Z m 's ul� TZ�nw� u Orx WUJU U�w~NOOUp= x �a000wa4JJ• s Qoa�,�l_lY-xx-sz zz¢a��Jnm zn c3 - zO�oa W W> OUVJ2t/Jx W FSp U'+ 00"4 00�Z KpJ3F m 5¢Q OZ�¢ O Z�Op O2Vr'00 y4( 2hFV)Zp� Sao iw�p`�0 ��VZ Zw4Ou zmihLtnyU 4 �vJ6r Uw VJ=O L t9W2p0>JOO �21I-V>p2Q�yp JLLv�K o�rrY x>2 ?`m W O w OQJO~zWz ¢m O > F w youj s�n >.w Iz-li-oas�aC`v.s R CORDRAWING ✓ L :a;_W BY: -FRED W. PORT ERI RCE 33449 EXE'; Wtn ROUND"ABOWT °153" DETAIL SCALE. V= 101 F - z ]� 0 0 'w v tt 1 DATE 12/30/2014 i LPA JC B No. 13-2750H s SHEET 197 fi OF 21 SHEETS I m�o w�rt�m oro Ina cmi. ow ° (LS) wou rw xJ�?II I wm ww q� N� V U V V AC ELEV=53.86 TC ELEV=54.69 13.17' RT AC ELEV=53.77 TC ELEV=54.80 9.24 RT AC EL V 53 86 To LCV 54.69 STA 84+55.58 8C 1 RAD 625' RT AC ELEV- 83.88 IC EL -V .54J1 800' RT AC ELEV 53.92 TC ELEV 54 75 < STA 84+47.08 AC 1' RAD, 9,00, R1 AC ELEV 53 90 To ELEV= 54 73 EC 'I" RAD. AC ELEV=53.40 STA. 153+0`3.71 8.93' LT TC ELEV =50..23 EC 1'-3C 107 RAD. STA. 152+82.81 Al, ELEV=53.37 9.03' LT EC 3' RAD. TC ELEV=59.20 Al FLE`1=53.38 14.67 V STA. 153+03.77 TC ELEV="54.21 AC ELEV=53.31 \ A, I' ftAI I STA. 153+18.16 TC ELEV=54.14 9,92' LT FC 107 RAD. C2& a C`!J"T+- E IV-54:8AC EI EV 53.38 -r C24 TC ELEV=54.21 STA. 152+78.88 n BC 3' RAD STA iv +04.55 UI p025 11 38' LT ANGI ENT STA 15 +14,84 AC E1EV 53.46 4O 2.51 11 ° o fNGL "CPT. TC ELEV 54.29 '. pT' AC EI EJ 53.50 ! 1.. 250' RT �M �0 CC ELEV 54'33 J > AC CL.CV 53.51 (LS) _ - �0. TC cLcV 54.34 153+56.60 CL INT. X29 TA ^ 52+99.70, ANGLE PT. TA 153+09 69 ANCLF Pl. L 306 LT AC, 1 EV 53.51 2.49' RT STA. 1,2+78.87 TC ELEV 54.34 Fl ELEV 355 C- I 623E ELEV SA_88 136 3 RAU. 9 43 RT e,*5% AC EL V -55^52 STA 1531-10 6fi 0 ELFV=56'35 C21 EC 1 'tAD. 9 DO' RT STA. 152+_98:81 AC ELEV 3.41 STA 152+82.67 5C V RAD. ' TC F_LEV=54.24 fC 3' RAD. 9.51' RT SFA 153+09,67 AC ELEV 53.38 6C V RAD, 12.75' RT ,C ELEV 0421 FS 00' RT AC ELEV=53.43 STA. 152x99.70 AC ELEl-53 43 I - TC ELEV=54.26 EC 1' RAD. TC ELEV 54.26 8 51' RT ----- AC ELEV 53.40 ------ TC ELEV 54 23 __ - __----------------- 1 * 1 I ' I I i j I ii �jam, .�------�.- �-__ -- �s J ND -TE, 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. V pg0FES'SJ0,46 J a 4bFFNEYp�� N y y C No. C58155 A. * ExD. 8 30-i8 1800 30th Street, Suite 260 tilv 11 Bakersfield, California 93301 RECISFERED CNIL ENGINEER DATE `r OF CA, -\F (661) 327-1969 dU0 yOvJ LO4�-l� W�'pF Nm W�3W wG.-r� r �o x 2 �iz�-zaz�0 V,u12-w2P>FNS f,OZI-OZJNVjU C 2 2 2 J O 2 g Z m 's ul� TZ�nw� u Orx WUJU U�w~NOOUp= x �a000wa4JJ• s Qoa�,�l_lY-xx-sz zz¢a��Jnm zn c3 - zO�oa W W> OUVJ2t/Jx W FSp U'+ 00"4 00�Z KpJ3F m 5¢Q OZ�¢ O Z�Op O2Vr'00 y4( 2hFV)Zp� Sao iw�p`�0 ��VZ Zw4Ou zmihLtnyU 4 �vJ6r Uw VJ=O L t9W2p0>JOO �21I-V>p2Q�yp JLLv�K o�rrY x>2 ?`m W O w OQJO~zWz ¢m O > F w youj s�n >.w Iz-li-oas�aC`v.s R CORDRAWING ✓ L :a;_W BY: -FRED W. PORT ERI RCE 33449 EXE'; Wtn ROUND"ABOWT °153" DETAIL SCALE. V= 101 F - z ]� 0 0 'w v tt 1 DATE 12/30/2014 i LPA JC B No. 13-2750H s SHEET 197 fi OF 21 SHEETS Raw DESIGN OF HORIZONTAL GEOMETRY OF ROUNDABOUTS PREPARED BY RUETTCERS & SCHULFR CIVIL ENGINEERS. F SIGNATURE BLOW FOR HORIZONFAL GEOMETRY AND STRIPING & SIGNAGE FOR ROUNDABOUTS ONLY. ELEVATION AND PROFILE DESIGN PREPARED BY PORTER & ASSOCIATES, INC Y, aF,FFREYp fir, to ray'+ No. 058155 a Exp. 6-30-18 1800 SOih '`1eet, Suite 260 -� d /2 1-J '♦9p`.QlV1 Bakersfield, Calitomia 9330'1 RECISTERED CIVIL CiIGINFLf2 f;ATE .C`OF CAt�4 (661) 327-1969 P/ EI EV 51.81 TC EL V 52.64 "TA 60+87.6' BC 1 RAU 9.30 Li AS ELEV-51.79 9!� FLEV 52.62 100 105 00 X38' 16.92' 72 0N3 8 48'_ C5 C6 500 70.00 6.25 23,49' 119'1604" 19'13'39' 512 11.86' C7 r, 6.21, 118'3368" i CS 109W 2185 7729'2] x82'59'04' 1097 C9 Y00 1.45 94'02'2) 088' 010 1.00" 1,58" 90'a4r'S1 mm C11t 709 W 142 a f� J 1J J! \ I 1 / NLS) C� AC EI EV 51.81 TC EL V 52.64 "TA 60+87.6' BC 1 RAU 9.30 Li AS ELEV-51.79 fi8 =\1TO FLEV 52.62 100 105 00 X38' 16.92' 72 0N3 8 48'_ 2 50 LT Ar EI EV -,t 92 TO ELEV= ? 75 -- 'TA 160-8,39( ANCI E PT. 2.50' LT AC ELEV= 51.92 -- _h TO ELEV=52.75 AC ELEV 51.79 IN 16U+g2.dz TO ELE✓ 52.62 BC 1' RAD 901' RT AC ELEV=S7 79 TO ELEV-52 32 STA. 160+83.90 EC 1' RAD, 8.01' RT AC ELEV=51.81 TO '"LEV=52.64 (LS) CURVE TABLE CURVE RADIUS LENGTH DELTA I TANGENT 1 105.00, 7 4'20'13' 398 C2 7 r0 1 1 65 94'20'13' 1.08' C3 C4 100 105 00 X38' 16.92' /9'06'56' 914'07" 0N3 8 48'_ C5 C6 500 70.00 6.25 23,49' 119'1604" 19'13'39' 512 11.86' C7 3.00, 6.21, 118'3368" 5 U5 CS 109W 2185 7729'2] x82'59'04' 1097 C9 Y00 1.45 94'02'2) 088' 010 1.00" 1,58" 90'a4r'S1 mm C11t 709 W 142 04457 0.71 072 100 00 ] 70.00 3.00' 6'15 1 73021 4.956 013 _00 10900 F2143' 111557 1075 014 1.00,142' 1.42'-81'1808' 811804 086 C15 100 162' 923843 LUQ C16 10900 550 25315 _ 1.75' C 1 V cls 110/ate -19E OU 277 1 61 1'25'57 97 bi 09 138 I U3 079 ' I IM 143 81'53,16.087' r C20 C21 1 622 10909 00 7000 1702 F17_ 2271' 8-56'45' 1175308" 18'35'21' 85 498' 1146'_ 15 L- BC I" RAJ. 9.91' LT .AC ELEV=51.90 TO ELFV 52 73 STA 160+99,51 r- F RAD. I089 T AC ELEV 51.88 TO ELEV�52.71 2.50' RT ELEV- 1 99 LEV--3 .82 2.5O' RT AC EI EV --52.02 TO EI EV=52.85 9.82' RT AC -LEV-01 85 To 6 F V .52.68 STA. 160+93.90 Be 1' RAD. 8.82' R7 AC ELEV=51.87 TO r_LeV=52.70 1541 Lf AC ELFV 51.95 rr EI EV2.78 r 161 19.!'J FC RAD. jqj/� 12,11' L T % �z v nn nn i SLS) M 8.00' LT AC EUEV=54.33 -' TC ELEV=55.'16 STA. 78+08.51 93 —_—. ---- EC 1'–©C i' RAD.' 9.00' LT AC ELEV=5430 TC El EV=55.13 TC F_LEV=54.e9 C29�7.29' RT AC ELEV=54.34 �k� ' TC 7LEV=55.17 STA 78 EV RAD. C 6.7.7 RAD. 0' RT CONSTRUCTION NOTES DI CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1. CONSTRUCT STANDARD SIDEWALK PER STD. DWG. S7-3. (WIDTH VARIES) D CONSTRUCT WHEELCHAIR RAMP PElk CALTRANS REVISED STANDARD PLAN A88A CASE "A". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) �] CONSTRUCT TYPE 'M' MEDIAN CURES PER C.O.B. STD. DWG. NO. ST -18 5 CONSTRUCT 4" THICK CONCRETE (HER 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% 9.70' RT AC ELEV=5 TC ELEV=55.13 .M ' STA 71,8125 EC 3' RAD. /w 7 13.17' RT 1 AC ELEV=54.26 TC ELEV=55.09 /o i T �! 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. F.63 f0 1 a -T U pdUO woJ d W z c'ww ww., 0 w� al in wi2w�ow`mr`o_ UL�Jz W (wJ OZL 0-5 F w 60-51 � 5 3 �+ I wzw�oazpTw w i� N X 0 �U° 0- WYW J�U4 �w i LL N ��aoazo OO?K Ury) z x viz>>rro�wzx� ww VJ N LYl w LY N QLIJ s% LU N M p OttVwl OZ L W Z 0 ZCOK=C�O� Of a ZOWWw'LLLvOZQ LU LU LU LU L_(a �z zm S�Z'<ZcC IJP O V 4 O W U p w of �V mf �s�aLL zo� z 0 pworowou sir talo a Z Np Q�w 2Jv�i�a � o�wwiwFm r 0 Q LL Z= n w W 4 N omowi L �zoam V��Z HFp6L `z 4gOFESS/0 -a „ FREyp No. C58155 i1 ' * Exp. 6-30-16 J 1800 30th Street, Suite 260 �fIp CiVIIN Bakersfield, California 93301 REGISTERED CIVIL ENGINEER DATE GF CALIF (661) 327-1969 PECORD DRAWNG C 33446 EXY EWE 6" 5' ROUNDABOUT LANDSCAPED AREA C i i l a 2% MAX R_, 72. CONSTRUCT 6" THICK CONCRETE APRON WITH MINIMUM 590# CEMENTITIOUS MATERIAL—� PER C.Y. OVER 12' NAT. GRD. COMPACTED TO 95% MAX. DENSITY. STAMPED CONCRETE PATTERN AND COLOR TO MATCH PROPOSED LANDSCAPE MEDIANS BY LANDSCAPE ARCHITECT'S PLANS MATERIAL AND TWE SHALL BE APPROVED BY CITY ENGINEER. t'A�_ _TYPICAL SECTION NTS " DETAIL 101 o tt [ATE 12_/3N2U114 PA JOB No. 13-2750N SHEET J 01 01- 21 SHEEi'S i W a W 0 W I Q w s 0- �w \? w L LU LU w of O u z LL talo a o tt [ATE 12_/3N2U114 PA JOB No. 13-2750N SHEET J 01 01- 21 SHEEi'S i COM1iSTR0CTI0N QTESES Q LENGTH 187.90' DJ 11'0515" TANGENT 94.24' Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG 5f-1. 111 CONSTRUCI 5.5' WIDE COMBINATION SIDEWALK PER C.O.D. STD. DWG. ST -3. D2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. FL FLOWLINE SL4TION 44'21'37" K CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". (LS) PROPOSED LAND -SOAPED AREA (BEHIND CURB &. GUTTER) SEE LANDSCAPE PLANS 942'22" (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) r�tL BY OTHERS. - U ^r 5-35. (CONTRACTOR SHALL COMP ACT AREA UCO 12'S- WIDE CROSS -GUTTER PER C STD. ADJUST ALL EXISTING MANHOLES, N VALVE COVERS, SUMP HIGH WATER UNDER CROSS- GU ITERS AND A MINIMUM OF 1' EITHER SIDE 'TO 957 MAX. DENSITY, TO A DEPTH OF 17) UNDER FT I' SIDE VOLUME PROVIDED = 0.24 AC -FT MONUMENT ENCASEMENTS, 0.13 AC -FT _ 96.66' ETC, STANDARDS. ST TO FINISHED GRADE PER CITY STANDAFtOS. DE PER 39.01' 89'24'04" CONSTRUCT TYPE "A' C?,ICH BASIN PER C.O.B. SIU. DWG. N0. D-14 C9 75.00 M 39 54' ❑6 PROPOSED ROUNDABOUT (SEE SHEETS 18-21 FOR DETAILS AND DIMENSIONS) ALL PLAN VIEW STATIONING IS BASED ON CENIERUNE DATA UNLESS OTHERWISE NOTED. TM PROPOSED 4' WIDE DECOMPOSED GRANITE PATH (SEE SHEET 3 FOR. DETAILS) `GRANVII_LE" -Cd- INSTAL HOLOPHANE PREMIER LD LUNAR (5 LED -4K BOW r] PROPOSED 8' WIDE CONCRETE MULTI -USE "[RAIL (SEE SHEET 3 FOR DETAILS) 0 ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS ,79 PROPOSED 6"x6" CONCRETE MOW CURB (SEE SHEET 3 FOR DETAILS) m z 0 mC APPROVED BY CITY ENGINEER. CONSTRUCT TYPE 'M' MEDIAN CURB PFR O.O.B. STD. DWG. NO. ST -'I8 (SEE SHEETS 15-17 FOR DETAILS `9' INSTALL HOLOPHANE "GRANVILLE'" PREMIER LED LUNAR (5 LED -4K BOW 10 DATE 12/30/2014 LPA JOS No. 13-2750H AND DIMENSIONS) SHEET 1 0 ARRAY) WITH 14 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVE') BY CI FY ENGINEER. II r F Z, J w Li ow O � v2 N FUTURE PARK SITE (BY SEPARATE PLANS) r _CURE 01 Q LENGTH 187.90' DJ 11'0515" TANGENT 94.24' _C2 60.00' 51_03' 48'43'44" 27.17 z 70.00' 54.20' 44'21'37" K (j) W LLO C I_ - Z 942'22" 27,79' r�tL C' - 13'31'13" 118.54' TEMPORARY SUMP SUMP BOT10M = 351.2 SUMP HIGH WATER = 352.7 VOLUME PROVIDED = 0.24 AC -FT VOLUME REO'D = 0.13 AC -FT 4 e Lp_e ® �J *W1, CJ1D1d- It In N zz r I Q f- --z to In In SO CO LG- CCONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWC. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IPI PLACE. O SEWER MANHOLE © SEWER CLEANOUT STORM DRAIN MANHOLE ---® RIGHT-OF-WAY SEWER - STORM DRAIN EXISTING EDGE OF PAVEMENT CUR'IiE TABLE _CURE 01 RADIUS 971.00' LENGTH 187.90' DJ 11'0515" TANGENT 94.24' _C2 60.00' 51_03' 48'43'44" 27.17 C3 70.00' 54.20' 44'21'37" 28.94' C4 60 00 52 ,05' 942'22" 27,79' C5 1000,00' 235,97' 13'31'13" 118.54' C6 75.00' 114.16' 8792'45 71.44' _ C7 1029 00' 192 75' 10'43 58" _ 96.66' C8 25.00' 39.01' 89'24'04" 24.74' _ C9 75.00 M 39 54' 903]41" _ 25.28" C10_ C11 C12 C13 OW r 25,00' 25.00' 25.00' 38.98' 39.58 :39.52 39.96 89'19 56 90'42'30' 90'34'31' 91'3 '01. 24 71' 25,31' 25.25' 2170' r�, CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' PIAT. ORD. HORIZONTAL: 1"=50' COMPAC"CED TO 95% MAX. DENSITY TI=6.0 R=48 VERTICAL: 1"=2' n � � awl O'{-1 I rIN - Vo I V < :-...0 + W I,) + O N ID'O 355...... .. " M' �. ..r .......355 -..... .. +J +. � 3/,x.)1 � /r/c. FUTUR£ROW1NE PROfICE :�. +0.2 % 353:.. +0•2S% 353 DESIGN RONw, PROF7C£ TEMPORARY SUMP SUMP BOFTOFA-351.7 351- - �.. .... .. .. .................. ..... .... ......351 47+00 48+00 49+00 50+00 51+00 n�j`Q NORTH FLOW' INS PROFILE Hz z,N 114.16 ON CURVE Or wai o> I=rnlrn � O � P a of N c�Imo) r. 1 (D, �.r0 355.. .. .. o°�. ...... ... I ... I .. 355 . sWi m -(KS r1/ 070 111 PRF- -""r cw . Coµ . FUTURF 17OARINF PROFILE I 353 ... _ -� - - ao`.7 353 .. .,--_-.- +.0.25%. - - \_DESIGN fIowINF' NYOr`71£ TEMPORARY STMP // ... . . SUMP BOPOIJ ./ 351, -7.351 47+00 48+00 49+00 50+00 51+00 SOUTH FLOWLINE PROFILE L JA be O" �u %c h O) - Nj L F CAMPUS PARK DRIVE SEE SHEET 6 00 11 00 DO i N z � a < ' H - \ cmc Q 131 W R. l V) � ED @Ile lFd I - **= GRADE TO DRAIN I 720' CONSTRUCT TEMPORARY TJRNA.... ... ..F , \_.TEMPORARY TURNAROUND EASEMENT TO BE A.C. DIKE, ETC.) PER C.O.B. STD. DWG. 1-24 DEDICATED TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT, OR ON FINAL MAP. -g/��} J� pIvM:/TrHpogbzYTUr_0AfGa0MV TEMi"- A.� R/`",f� 1 �r All oValrer� amp roe a; TURNAROUND "A" N HORIZONTAL: 1"=50' I� I�� 11"2 1I6 Ua I1�z 11� F-iJl, r -w z �R9 J Jm J w Jm JM J w JW OI m and O O)' mIW W 6N1. ON OU U 00 Oµ OU U O� „7+i u+ <V wo am Iii �*� -121 to N N m' 6) r m mLL m 1H Q :)Jj Q7 1 h X10 J? ci cT ri �In o�-I r: �- I:y aiz, + + �N.ln +. + �\ +ml r rl N ^ O 3 FUTURE TRACT 7248 (BY SEPARATE PLANS) / LL l ll n+ruac_ 2.�wIISRE NOTE "C" BELOW f V1 ( )I 1 ��.rvIRG C8 --C9 -Cl Oil I- 12-, 9J.89 _ Im� "Im ` IE '{7 [5} CL Mr. IS 4 J-_ A_#F1=3 -- -_ -- -- - ;�N - -- - ---- fi tfi ('UTI IRE) 1I i CAMPUS PARK DRIVE (EXISTING) � L O V w m Gln O � C,Eyv- o Rm ra.lg'P FUTURE ` ,. �'� (BY SEPARATE PLANS) NOTE "C": SIDEWALK ALONG MAGENTA DRIVE AS SHOWN SHALL BE DEFERRED UNTIL CONSTRUCTION OF It TRACE 7248. F� i O< =r µ.( h• cV, H MV I CONSTRUCT MIN. 0.20' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=48 REVISIONS APPROVED BY: wLL ¢<12-o�r2-"T-zaz tt vz)i