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'E.:> � ?d S h/ � hi �% CiA,L,. ?11F'' )I -T `LL '':, o /LS "p"AM T 1 ? �L �;i; Cr i_ ii'i" LAT rA,%J ,fit ., °% �' =�';%'� , 4�, 1C�i IRIA CA(FITIf_LRC'"{i;TN.4 CITY AT0,20S HI; A"1 K*J i a 1 O C •� l J hJ J I f/ rl/ � � l .x..._s l M 4Ctipk x C h S N � P of u. �(A✓� !r rrs OC( 4- W lM 3 Q h �3tl s i AA I I I k U �S I I II E� !a j I r i i i i 1 � N ' ! i i C) C1 n M n q I A, T� I O j <Y h I_ i� Q U f� C1J o �" rJ V G LU cr uj Mi co z 5 ¢ 0 Q � W z Q W W w✓ZD�pq ����ff„h lJ A,{ d x W co LU 1 Q W Ai w LL Q j Q o �f co CO c. i IUuN� i ' :I m I r, (((VVV111 'cr- RJ1 N1 cri Al r i I r, i gG IN GAN 36 O6 ON09 I CENTERLINE STOCKDALE HWY. MEpIPN FACE D 2fi E O 0 MON I - ----- _ s5f0o El SO EDDN ioN �� _ A --- --------- sL l� nq - G y / 5 RIGHT OF -WAY PER DOCUMENT ( 210007896 ILIMITS OF WORK FOR STREET PLANS .J i SEE GRADING PLANS FOR ADDITIONAL i1MPROWM£NTS i I I )ALE HIGHWAY s oo lT l PPRP CNE I �� - 4 N G01KER--I SPwt s PEDESTRIAN EASEMENT PER LIMITS OF WORK FOR STREET PLANS DOCUMENT 720011541 SEE FT GRADINPLANS FOR ADDITIONAL IMPROEMENI5 II N �1 STOCKDALE HIGHWAY i FL ELEVATION 64127.64 (STATION 64+19.97 TO 67+9084) Q� a 5076' RT 64,80 CONSTRUCT 0.45' AC PAVING ODER IQ ti 64+48.22 ti 0.40' CLASS IT AGG BASE ODER 1.72' NG 2 I V V COMPACTED TO 95Z MAX DENSITY k olx x<v �t 0: ---_ N'bo o ti 60.46' RT cV y b a O VIA � 61.37' RT _1361 65+0311 61.90' RT S I 62.08' RT 68+00 SCALE' 7 =.50 HORIZONTAL O to A. C. 7'=7' VERTICAL -.- EXISTING TRAFFIC SIGN FG FINISH GRADE � ±78.97' - 81.98' (VARIES) EDGE OF PAVEMENT ! �nci� w,U� cid Cid Cid U� VAS Qll�b 0. m� ,IhN �'b �N UQ Il+V END CURVE -Fz Q ++C' Z�oi of 2NN ~ O� 1hN oiN N¢Y W.VV WCC 2hQ U'bb V<on + U�� I� 957 (PER TRACT 5951 U [o cXp 01 STREET PLANS PREPARED 8Y MEpIPN FACE D 2fi E O 0 MON I - ----- _ s5f0o El SO EDDN ioN �� _ A --- --------- sL l� nq - G y / 5 RIGHT OF -WAY PER DOCUMENT ( 210007896 ILIMITS OF WORK FOR STREET PLANS .J i SEE GRADING PLANS FOR ADDITIONAL i1MPROWM£NTS i I I )ALE HIGHWAY s oo lT l PPRP CNE I �� - 4 N G01KER--I SPwt s PEDESTRIAN EASEMENT PER LIMITS OF WORK FOR STREET PLANS DOCUMENT 720011541 SEE FT GRADINPLANS FOR ADDITIONAL IMPROEMENI5 II N �1 STOCKDALE HIGHWAY ±57.14' - 78.97' (VARIES) 150.50' - 64' (VARIES) ±52.60' VARIES ±42,80' - 47.78' (VARIES) L SAWCUT AND MATCH EXISTING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER q STOCKDALE HIGHWAY - TYPICAL SECTION STATION 64+19.97 TO 66+99.19 PLATE S-26 PROPOSED SOUTH -REMOVE EXISTING CURB AND GUTTER STANDARD SIDEWALK PER PLATE S-3 TYPE B C&G PER 'PROPOSED" PLATE ST -1 0 45' AC 0 40 CLASS 0 AGO BASE 1.72' NATIVE @ 957 (PER TRACT 5951 STREET PLANS PREPARED 8Y SM/ THTECH) I EXISTING SOUTH C&c i FL ELEVATION 64127.64 (STATION 64+19.97 TO 67+9084) Q� a 5076' RT 64,80 CONSTRUCT 0.45' AC PAVING ODER IQ ti 64+48.22 ti 0.40' CLASS IT AGG BASE ODER 1.72' NG 2 I V V COMPACTED TO 95Z MAX DENSITY k olx x<v �t 0: ---_ N'bo o ti 60.46' RT cV y b a O VIA � 61.37' RT _1361 65+0311 61.90' RT S I 62.08' RT 68+00 SCALE' 7 =.50 HORIZONTAL O to A. C. 7'=7' VERTICAL -.- EXISTING TRAFFIC SIGN FG FINISH GRADE � ±78.97' - 81.98' (VARIES) EDGE OF PAVEMENT ! 4 TC TOP OF CURB °ws DESIGN GRADE FL of oil =HNA EXISTING SEWER MANHOLE ~ O�� 0 UQ Il+V END CURVE -Fz Q ++C' POINT OF COMPOUND CURS EXIS77NG TELECOM MANHOLE BCR vv<o �o �o "� Wd-C�o 1 m bb"� 2hh<o W bb"] Aryry N v i 957 (PER TRACT 5951 U [o cXp 01 STREET PLANS PREPARED 8Y SMITHTECH) ±57.14' - 78.97' (VARIES) 150.50' - 64' (VARIES) ±52.60' VARIES ±42,80' - 47.78' (VARIES) L SAWCUT AND MATCH EXISTING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER q STOCKDALE HIGHWAY - TYPICAL SECTION STATION 64+19.97 TO 66+99.19 PLATE S-26 PROPOSED SOUTH -REMOVE EXISTING CURB AND GUTTER STANDARD SIDEWALK PER PLATE S-3 TYPE B C&G PER 'PROPOSED" PLATE ST -1 0 45' AC 0 40 CLASS 0 AGO BASE 1.72' NATIVE @ 957 (PER TRACT 5951 STREET PLANS PREPARED 8Y SM/ THTECH) I EXISTING SOUTH C&c S MNEOE 3� NR75E., f q400 i FL ELEVATION 64127.64 5058' RT Q� a 5076' RT 64,80 64-,141.36 IQ 64.78 64+48.22 2� 2 2 I V V 56.33' RT k olx x<v �t 0: ---_ N'bo 21ro� 64+89.39 60.46' RT cV y b a O VIA � 61.37' RT _1361 65+0311 61.90' RT 66+00 I S MNEOE 3� NR75E., f q400 STOCKDALE HWY. I +68' 63 90' VARIES ±47.78' - 52.14' (VARIES) SAWCUT AND MATCH_�r EXISTING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER STOCKDALE HIGHWAY - TYPICAL SECTION PON) STATION 66+99.19 TO 67+90.84 PLATE S-26 TAPER DA TA N0. O f STATION i FL ELEVATION 64127.64 5058' RT I � a 5076' RT 64,80 64-,141.36 51.29' RT 64.78 64+48.22 5220' RT 64.77 64-F55. 08 I 64.75 h^gym 56.33' RT 64.72 olx x<v �t 0: ---_ - O� C� � -362 64+89.39 60.46' RT 64.68 64+96.25 61.37' RT _1361 65+0311 61.90' RT 66+00 67+00 62.08' RT 68+00 SCALE' 7 =.50 HORIZONTAL O FOUND MONUMENT A. C. 7'=7' VERTICAL -.- EXISTING TRAFFIC SIGN FG FINISH GRADE ±78.97' - 81.98' (VARIES) STOCKDALE HWY. I +68' 63 90' VARIES ±47.78' - 52.14' (VARIES) SAWCUT AND MATCH_�r EXISTING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER STOCKDALE HIGHWAY - TYPICAL SECTION PON) STATION 66+99.19 TO 67+90.84 PLATE S-26 TAPER DA TA N0. O f STATION OFFSET FROM � FL ELEVATION 64127.64 5058' RT 64.82 64+34.50 5076' RT 64,80 64-,141.36 51.29' RT 64.78 64+48.22 5220' RT 64.77 64-F55. 08 5346' RT 64.75 64+68.87 56.33' RT 64.72 64+82.53 59.21' RT 64.69 64+89.39 60.46' RT 64.68 64+96.25 61.37' RT 64.67 65+0311 61.90' RT 64.65 65+09.97 62.08' RT 64.64 CURVE DATA CURVE TABLE URVERADIUS LENGTH TANGENT DELTA Cl 2060.68' 10884' 54.43 03'01'48" C2 2064.00' 86.40' 4321' 0274'00" C3 30.00' 46.59' 29.47' 885848" G4 30.0 618' 2907 88'12'36" R/w REMOVE EXISTING CURB AND GUTTER ,ADAGE �gtP � 0 05+305DG BOENP ; HIGHNIAY _ 70 'STANDARD 12' WIDE CROSS GUTTER PER 'PROPOSED" PLATE ST -3 0.45' AC 0.40 GLASS 11 AGG BASE 1.72' NATIVE 0 959 (PER TRACT 5951 STREET PLANS PREPARED BY SMITHTECH) ,gG IN gN5 2� 36 ECE�PiION ' of Im 1 1 1 15 1 30 611, CONSTRUCTION NOTES CONSTRUCT TYPE 8 CURB & GUTTER PER (PROPOSED) C.O.B. STD, ST -1. CONSTRUCT STANDARD 8' WIDE MEANDERING SIDEWALK PER C.O.B. STD. ST -6 (PRO). O3 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER (PROPOSED) C.O.B. ST -3 (SEE PROVIDED ST -3 FOR NEW CROSS GUTTER CONFIGURATION) ® SAWCUT TO A NEAT CLEAN VERTICAL FACE,' AS DIRECTED BY CITY INSPECTOR. s� INSTALL CASE "A" ACESSIBLE CURB RAMP PER CA.LTRANS REVISED STANDARD PLAN RSP-A88A. © REMOVE EXISTING CURB & GUTTER AS SHOWN 0 CONSTRUCT STREET LIGHT PER C.O.B. PROPOSED STANDARDS ST -23, 24,. & 25 NOTES: - ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SLOPES ARE ALONG FLOWLINE. - RAISE/LOWER MANHOLES, VAULTS AND BOXES TO GRADE LEGEND: (E) EXIS77NG GB GRADE BREAK TYP. TYPICAL R/W RIGHT OF WAY FD, FOUND CL CENTERLINE 8K BOOK EXISTING FIRE HYDRANT PG. PAGE EXISTING POWER POLE C.0 K COUNTY OF KERN C.0.8. CITY OF BAKERSFIELD ' -- `' EXISTING STREET LIGHT CONC CONCRETE O FOUND MONUMENT A. C. ASPHALT PAVEMENT -.- EXISTING TRAFFIC SIGN FG FINISH GRADE EXISTING WATER VALVE EP EDGE OF PAVEMENT ! TC TOP OF CURB °ws DESIGN GRADE FL FLOKINE t": EXISTING SEWER MANHOLE BC BEGIN CURVE 0 EXISTING STORM DRAIN LINE EC END CURVE PCC POINT OF COMPOUND CURS EXIS77NG TELECOM MANHOLE BCR BEGIN CURB RETURN 0 45' AC / 040' CLASS # ECR END CURB RETURN AGG BASE / 172' IVATIV (PRO) PROPOSED 957 (PER TRACT 5951 STREET PLANS PREPARED 8Y SMITHTECH) CONSTRUCTION NOTES CONSTRUCT TYPE 8 CURB & GUTTER PER (PROPOSED) C.O.B. STD, ST -1. CONSTRUCT STANDARD 8' WIDE MEANDERING SIDEWALK PER C.O.B. STD. ST -6 (PRO). O3 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER (PROPOSED) C.O.B. ST -3 (SEE PROVIDED ST -3 FOR NEW CROSS GUTTER CONFIGURATION) ® SAWCUT TO A NEAT CLEAN VERTICAL FACE,' AS DIRECTED BY CITY INSPECTOR. s� INSTALL CASE "A" ACESSIBLE CURB RAMP PER CA.LTRANS REVISED STANDARD PLAN RSP-A88A. © REMOVE EXISTING CURB & GUTTER AS SHOWN 0 CONSTRUCT STREET LIGHT PER C.O.B. PROPOSED STANDARDS ST -23, 24,. & 25 NOTES: - ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SLOPES ARE ALONG FLOWLINE. - RAISE/LOWER MANHOLES, VAULTS AND BOXES TO GRADE S 0.6-37 v_�, A RIB REMOVE EXISTING CURB & GUTTER LANDSCAPE - STANDARD SIDEWALK PER PLATE S-3 m FL ELEVATION 93+50.08 64 00' LT � n 93+57.60 6384' LT PEDESTRIAN - 93+65.10 �., EASEMENT PER cs n - 6317 0 T� `a b � O 6311 94+10.09 y0 O m 0 \ A 6305 94+25.06 54.56' L T 63.03 94+3258 54.10' L T 63 01 94+40.08 A RIB REMOVE EXISTING CURB & GUTTER LANDSCAPE - STANDARD SIDEWALK PER PLATE S-3 1, 0 12 m FL ELEVATION 93+50.08 64 00' LT 63.23 93+57.60 6384' LT PEDESTRIAN - 93+65.10 �., EASEMENT PER O m .. 6317 N J T� DOOf 220011541 b � O 6311 94+10.09 y0 O m 63.07 \ 55.36' LT 6305 94+25.06 54.56' L T 63.03 94+3258 54.10' L T 63 01 94+40.08 5394' LT 6300 4 I� 2"WIDE FLOWAGE A. C. ASPHALT PAVEMENT -.- EXIS77NG TRAFFIC SIGN FG AND DRAINAGE EASEMENT PER A m TC DOCJE 220012355 -z- m �i FLOWUNE EXIS77NG SEWER MANHOLE BY BEGIN CURVE EXIS77NG STORM DRAIN LINE EC END CURVE PCC POINT OF COMPOUND CURD' EXISTING TELECOM MANHOLE BCR BEGIN CURB RETURN --_� BUENA VISTA ROAD _—_=_—_ 1556'32' F (R)96"00 (PRO) PROPOSED ` A " LIMITS OF WORK FOR S7R£ET PLANS ' (PER PM 11035 STREET PLANS _ PREPARED BY MCINTOSH SEE GRADING PLANS FOR ADD177ONAL IMPROI&"MENTS —" a )). (CA) D v R26 (CA) 1, 0 12 m _ _ VENA VISTA ROAD — —--------- --- --�-- -- — — 91l 97+0 --- h : _ 93+0 160073" E 401.24' a 94+00 _-L_-- >'— 0 o 00 im � 'ao O � c.�Ci4 Ci'Ji 'U� cid -� �c�l: Qcc-V 'o Opep :�o nm b�"No � ICiV m�� »'off tiT U'NN Noi cpl� I''4j 4j 00 QO O2 2�� UZDZ U11 o50 W hb g,vm 4U' 'F �+Y- y4-+ 00+Y - A 'A m 841.00 WI, o1A 41:00 �u X100 N"1 CO 00 W�'OA y m WA� R BUENA VISTA ROAD (STATION 91+09.29 TO 94+40.08) CONSTRUCT 050' AC PAVING OVER 0.40' CLASS Il AGG BASE OVER 1.60' NA71VE COMPACTED TO 951- MAX DENSITY J ti � ti ti ti ti h j�� J �i tii�i �1 RJ Q JJ J y titin c� Uti Nom^ ? m0', opo, ^`Oi WmAh m.�mh W'llrn w`Tm^�l �mm^`�1 WW,Ao�ih 366 i M w r u W 4" W W 364 -o zs9 PROPOSED WEST G&G FLOWLINE sx -o I -0.259 363 -- ..CURVE 4253' ON EXISTING WEST C&G FLORLAIF CURVE +60'-67' (VARIES) �/-CENTERLINE BUENA VISTA ROAD t54'-64' (VARIES) +44'-49' (VARIES) h' M SAWCUT AND MATCH L-XISZING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER TYPE B C&G PER PROPOSED' PLATE ST -1 050' AC 0.40' CLASS 11 AGG BASE 1.6' NA TI 9 951- (PER 59(PER PM 11035 STREET PLANS PREPARED BY MCINTOSH ASSOC) BUENA VISTA ROAD - TYPICAL SECTION STATION 91+09.29 TO 94+40.08 PLATE S-26 362 361 = 9NOO 92+00 93+00 SCALE I "-J0' H0RlZ0NTAL I"-!' UCRTICAL 94+00 95+00 m FL ELEVATION 93+50.08 64 00' LT 63.23 93+57.60 6384' LT PEDESTRIAN - 93+65.10 �., EASEMENT PER 93+7260 m .. 6317 93+80.09 61.49' L T DOOf 220011541 b � O 6311 94+10.09 56.45' L T 63.07 94+1759 55.36' LT 6305 m _ _ VENA VISTA ROAD — —--------- --- --�-- -- — — 91l 97+0 --- h : _ 93+0 160073" E 401.24' a 94+00 _-L_-- >'— 0 o 00 im � 'ao O � c.�Ci4 Ci'Ji 'U� cid -� �c�l: Qcc-V 'o Opep :�o nm b�"No � ICiV m�� »'off tiT U'NN Noi cpl� I''4j 4j 00 QO O2 2�� UZDZ U11 o50 W hb g,vm 4U' 'F �+Y- y4-+ 00+Y - A 'A m 841.00 WI, o1A 41:00 �u X100 N"1 CO 00 W�'OA y m WA� R BUENA VISTA ROAD (STATION 91+09.29 TO 94+40.08) CONSTRUCT 050' AC PAVING OVER 0.40' CLASS Il AGG BASE OVER 1.60' NA71VE COMPACTED TO 951- MAX DENSITY J ti � ti ti ti ti h j�� J �i tii�i �1 RJ Q JJ J y titin c� Uti Nom^ ? m0', opo, ^`Oi WmAh m.�mh W'llrn w`Tm^�l �mm^`�1 WW,Ao�ih 366 i M w r u W 4" W W 364 -o zs9 PROPOSED WEST G&G FLOWLINE sx -o I -0.259 363 -- ..CURVE 4253' ON EXISTING WEST C&G FLORLAIF CURVE +60'-67' (VARIES) �/-CENTERLINE BUENA VISTA ROAD t54'-64' (VARIES) +44'-49' (VARIES) h' M SAWCUT AND MATCH L-XISZING PAVEMENT OR AS DIRECTED BY THE CITY ENGINEER TYPE B C&G PER PROPOSED' PLATE ST -1 050' AC 0.40' CLASS 11 AGG BASE 1.6' NA TI 9 951- (PER 59(PER PM 11035 STREET PLANS PREPARED BY MCINTOSH ASSOC) BUENA VISTA ROAD - TYPICAL SECTION STATION 91+09.29 TO 94+40.08 PLATE S-26 362 361 = 9NOO 92+00 93+00 SCALE I "-J0' H0RlZ0NTAL I"-!' UCRTICAL 94+00 95+00 CONSTRUCTION NOTES 0 CONSTRUCT TYPE B CURB & GUTTER PER "PROPOSED" GO.B. STD. ST -1. (2) CONSTRUCT STANDARD 8' WIDE MEANDERING SIDEWALK PER C.O.B. STD. ST -6 (PRO). O INSTALL CASE 'A" ACESSIBLE CURB RAMP PER CALTRANS. REVISED STANDARD PLAN RSP-A88A. ® SAWCUT TO A NEAT CLEAN VERTICAL FACE,' AS DIRECTED BY CITY INSPECTOR. 0 REMOVE EXISTING CURB & GUTTER AS SHOWN. © RELOCATE EXISTING STREET LIGHT AND PULL BOX. INSTALL PER C.O.B. STD. ST -23, ST -24, AND ST 25. NOTES: -- ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SLOPES ARE ALONG FLOWLINE. RAISE/LOWER MANHOLES, VAULTS AND BOXES TO GRADE TAPER DA TA N0. O ( STA7701V OFFSET FROM f FL ELEVATION 93+50.08 64 00' LT 63.23 93+57.60 6384' LT 6321 93+65.10 6338' LT 6319 93+7260 6256' L7 6317 93+80.09 61.49' L T 63.15 93+95.09 58.97' LT 6311 94+10.09 56.45' L T 63.07 94+1759 55.36' LT 6305 94+25.06 54.56' L T 63.03 94+3258 54.10' L T 63 01 94+40.08 5394' LT 6300 4 FOUND MONUMENT A. C. ASPHALT PAVEMENT -.- EXIS77NG TRAFFIC SIGN FG FINISH GRADE EXISTING WATER VALVE EP EDGE OF PAVEMENT TC TOP OF CURB -z- DESIGN GRADE �i FLOWUNE EXIS77NG SEWER MANHOLE BY BEGIN CURVE EXIS77NG STORM DRAIN LINE EC END CURVE PCC POINT OF COMPOUND CURD' EXISTING TELECOM MANHOLE BCR BEGIN CURB RETURN --_� BUENA VISTA ROAD _—_=_—_ 1556'32' F (R)96"00 (PRO) PROPOSED N BASE / 1.6' NATNE © 959 (PER PM 11035 STREET PLANS PREPARED BY MCINTOSH a D I �o N O W x o T m m S N � � w z SCALE: I"= 30' w 30 15 0 30 60 I I CONSTRUCTION NOTES 0 CONSTRUCT TYPE B CURB & GUTTER PER "PROPOSED" GO.B. STD. ST -1. (2) CONSTRUCT STANDARD 8' WIDE MEANDERING SIDEWALK PER C.O.B. STD. ST -6 (PRO). O INSTALL CASE 'A" ACESSIBLE CURB RAMP PER CALTRANS. REVISED STANDARD PLAN RSP-A88A. ® SAWCUT TO A NEAT CLEAN VERTICAL FACE,' AS DIRECTED BY CITY INSPECTOR. 0 REMOVE EXISTING CURB & GUTTER AS SHOWN. © RELOCATE EXISTING STREET LIGHT AND PULL BOX. INSTALL PER C.O.B. STD. ST -23, ST -24, AND ST 25. NOTES: -- ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SLOPES ARE ALONG FLOWLINE. RAISE/LOWER MANHOLES, VAULTS AND BOXES TO GRADE TAPER DA TA N0. O ( STA7701V OFFSET FROM f FL ELEVATION 93+50.08 64 00' LT 63.23 93+57.60 6384' LT 6321 93+65.10 6338' LT 6319 93+7260 6256' L7 6317 93+80.09 61.49' L T 63.15 93+95.09 58.97' LT 6311 94+10.09 56.45' L T 63.07 94+1759 55.36' LT 6305 94+25.06 54.56' L T 63.03 94+3258 54.10' L T 63 01 94+40.08 5394' LT 6300 CURVE DATA CURVE TABLE LEGEND: ^URVE RADIUS LENGTH TANGENT DELTA C5 30.00 44.81 853417 06 30.00' 47.53' 30.41' 90'4628° C7 2064.00'25.13' 12.57' 004132" LEGEND: (E) EXISTING GB GRADE BREAK TYR 7YHICAL R/W RIGHT OF WAY FD. FOUND CL CENTERLINE BK BOOK ,._ EXIS77NG FIRE HYDRANT PC PAGE {;. EXIS77NG POWER POLE C.O.K. COUNTY OF KERN C.O.B. CITY OF SAKERSHELD `'------` EXIS77NG STREET LIGHT CONC CONCRETE FOUND MONUMENT A. C. ASPHALT PAVEMENT -.- EXIS77NG TRAFFIC SIGN FG FINISH GRADE EXISTING WATER VALVE EP EDGE OF PAVEMENT TC TOP OF CURB -z- DESIGN GRADE FL FLOWUNE EXIS77NG SEWER MANHOLE BY BEGIN CURVE EXIS77NG STORM DRAIN LINE EC END CURVE PCC POINT OF COMPOUND CURD' EXISTING TELECOM MANHOLE BCR BEGIN CURB RETURN FOR END CURB RETURN 0.50' AC / 0.40' CLASS II AGG (PRO) PROPOSED BASE / 1.6' NATNE © 959 (PER PM 11035 STREET PLANS PREPARED BY MCINTOSH ASSOC) NVd d r � qE fiF�''AEi fikhnil� 7e r G,?v A4Ai aFni q _ "+T'—E` STO��HIGHWAY �0 .._ _ 3 GiCDAG7 - � r pN �i ✓ / /�nl ori 220Oo R.Gilr-0E-AAYPER T _ -ti �� �P DGL'UMEh7, 7P96 �� �, I r I I LIMITS G{ WCRK FDR S7RF£T PLANS SEE GRADING o. p, `�'`•", :..a"�"-;;-.o ..._.,z...�..-.`r.-ir74' - --_— _ - _ _ l �\ r G PLANS FOR ADDIGONAL ti^tvit' i I / tMFROULNEN7S � i — _-_ -i r C'v" �' 1 k ... _. *`\_ FC'HT GF IrlAi SFV n I IAI � r -- i `"r r. .. n r 4 r '4 r✓T`� _._ � >. � r � r r , LGt llMc4i �+" 1.r r ,i8 9 ---- -.�._.,A t.G#A75 Qr- dYQRX FOR S7.R£E, PLANS — �' RIGHT OF --WAY PEP, r'•,_ i haG- I �ry r/ r j p COFIMsN'' 27DCt ,`, '�� i SEE GRADING Pr _ _ 4 ANS FOR A2?IAONAL =� �6 i tiOGL'MEN7, 2YGODf896 ==mss �r 9 I- STOCKDALE HIGHWAY !STA ON 64+1957 TO 67+3;_56! V. a= o _ --.-. C..J r j7 1 1 t ry 1 I —n n I �. �. Nn }: - 1 �v, I4V- , LLYh� GF V" - A , ,\', II r 1 a ' -' � � Ir1!hir ,r4 \.; ICS i3,5 SIR+ ' OF WORK FOR STREET PA Lh SEEL&I%,ADF PLANS FOP?ORA 5:` `(�'�. _.. AoFr1�hT Pc I rJC-2,00,1.... N (c'AJca r r i V'2 - -- _'FAL s1 . µ R>, / ilEDiCA770N PER Pp - }- - GOGf"220007895 Ufa y ,Atbi w P.,MIOT4f IZ': SIG - 1. - 40.08 32 ti o \ - _ ✓it -0,; l r,+Jai BUENA VISTA FSO r,C &St 41 BUENA VISTA ROAD i/GN 9rf!L' 14 70 944 4,", MI) PA p V' p - 11'rIl4r & PA iv71— L�F i11 j r T-LIr'v'E:AI ICNOTE (X. LI:CPVD --. ,_X/ {Jd','IPJG 7 GF L r 5 CALJv "NS :/EiAL/ do NdCP F i SN A'dr' Rv.n "fi(r- 7 n ..✓' SJGNi' CCS., ysT nrR L.O.U C Sl . i-2 SCALE: V = 30' R 'UJvE LX45 Pr t 7,�ri'jr.: 1./ u=1ti t DF 5 A ,ter. "S StiO4pll R 6 /f,Aj 'JO r P✓iPr� tN;'` r'" �. rr.` 30 15 U 30 GQ R✓ f ITT, SFE'-r� - i ✓, ' ./.115: "✓ -K^^ '\o T4i' BY, ..rb:: AR6'Onv PE CrL WZA' -L^. 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