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HomeMy WebLinkAboutEmergency Access Exhibit 1 2739.45 FS/GB 21 § + + 5 0 0 so III 1 0 Ic 1 13+82.66,40.00'L 2735.63 RC/LP SIB 3 1 -PIRR PIRR I ti PI�R R PIRR PIRR. III I I d m j 12739.63 FS/GB -------- \ 23+----- °° F SG 3A FUTURE APEX SOUTHEAST FUTURE APEX SOUTHEAST I a I 13+82.66,50.00 L i m 6' ICI i \ 2735.67 RC s a m m Ipp m cm SUBDIVISION N0.3 SUBDIVISION N0.3 I W I I N ;N j A _ 2739.34 FS/GB i \ 23+75.32 0 } } ° PIRR c� m v M m y Ca `" CL m Ca `" o 11 I I u u I mij 13+89.91,50.00'L S - . - . . - . . _ . . - . . - . . my a EC + rM {LMC. + �, 2739.20 EP/GB ° Ism ; \ ° 2735.63 RC/LP r M ao o Go oor M o o v 1 v 2739.58 VC GB I 1 2739.25 FS/GB 4'1' - -. - . - �! + ^ m + ec +,� ,. + + 1 + / 23+85.50 M co Ln n C I \ 2735.79 RC/GB r M n co y M m M 2738.95 FL/HP 2739.43 VC HP ° 17+48.80, 18.00' L IN N N N N 13+58.88, 28.52' L 2.2%I 1 13+94.91,50.00'L A co n N r co r r �' ed �' 1 r �' / 1 *6 . 23+47.32,13.50 L 27'16+34.80,17.21'R 2739.50 AC/GB a ° I3 16+34.8Q 18.00' L 16+91.99,0.00' o1 2738.76 EP/PT/GB 2735.60 FS/EP/PT 2738.93 FL 10+00.00,0.00' 13+61.51, 16A7' L °I 1 14+02.90,48.16'L - 1 � 16+29.99,17.21'R ----------------j----------- -- ------ ------------- w I d S BLOCK 1 23+42.32,13.50'L �I ° --t- --�_T 2739.15 AC/LP 2739.43 FG/GB ° ° °1 ° o 22 2736.07 FS/GB ae 2735.68 AC 2738.87 FL ' 13+82.66,39.00'L 1 ° 1 _ 2140.00 FG/GB 2735.98 FS/GB o o -_-_- ° ° ° 1 oo16+76,03, 0.00' o f 2739.48 AC/GB I a 1 1 2735.92 FG/GB I ° ----16+15.99,17.21'R ii z $ 1 2738.90 AC 11 2739.16 EP/PC/GB N `' 2734.98 FUGB 23+22.32, 11.50'L00 2739.33 AC/HP N i `4 17+48.80, 0.00' 1 2735.93 FG/GB 2735.92 FG/GB o ° 1 0.5% AI DI 2A 0.40/ N oo v 2739.33 VC/GB ti�66 10+16.00,0.00 13 N N ° i 51.1% i -- ---------- ----2735.98 EP/PC/GB _---------------_ 2735.58 FS 2735.73 AC I i1 2737.09 AC ° O T us +82.66,28.23'L o � �------------------------ 16+09.49,18.00'R g 16+34.80, \.00' - / _ _ +- sB s FUTURE E. VIA ROBERTO LANE 2739.23 AC f ��2• F 1�0� N _4 0�2738.46 FG GB -'- ---- 0 11+55.62,12.00 L 2735.83 FG/GB 135.81 FS/GB _80�° 27 F 12 23+10.32,11.50'L FUTURE HADLER I 10+00.00 rm > � o°Oo 10 00 p 0 2735.77 FS/GB 1+77.62,0.00' 2738.89 FS CO 2739.01 EP/HP / 2738.83 EP/LP a L i i rn 7j l ___ 2736.22 FG/GB 35 60 S 1 J ^ .o / 9 9 2739.16 FS/GB I 1 / 2738.36 FG/GB _ SUBDIVISION 0.5% W.V o 0.4% a m p r 13+82.66, 25.87 ANTAGE POINTE DR. 16+04.49, 16.00'R 12 16+34.80, 16.00' R 1 12 1 .8 1.8 I� - - ----- --� r 2735.77 AC - - - - - +1 - - - - - Y N 16+76.03, 16.00' R N+ 0 2739.16 EP/GB _- __ g L - C142739.01 FS I" MATCH EXIST. 1 ° Io o �► a I e ° a ° o° % co SDMH 2A ' N >_ MATCH EXIST. 2739.00 FS/PC 13+89.91,40.00'L 410/ ° co I° 2738.42 FS/GB1oo ° S 2736.18 FS/GB ' 1 w o o'o 2735.72 FS W 23+01.81,11.50'L SDMH 2B ¢ LU 2738.82 FL 2739.15 FS/PC 17+48.80, 16.00' R r I I Q' 6% ° I r d 5 coLn I r r 1.6/o ° d z 3:1 MAX. a� r 1 o O 3:1 MAX.,TYP. - - - L - . - . _ 2739.17 FS 2739.19 FS/GB - -----y c-A---- 2735.76 FS a ,I m 0.47. 0.4% 2738.77 FL 0.4%- - - 0.5% - - - - - 0.4% I�, 2738.33 FS/GB 2736.09 FS/GB R=20' LLI PIPr e, I 5 I _ x 2736.00 AC ° = 14+001 13+94.91,40.00'L -a mI; 1.I, 2 0° .C,.-...-...-..._...-co -...-...-..._...-...-. ° M ----- --------- --- - - 1 o v11 1 2 FL/GB P7 EQ r ~ 0.5% P 2736.73 FL 2736.67 FL 2736.62 FL DI 2B 0.4% 1 I / m o I 1 1 I - 2739.12 EP GB I °P, P,;;- 737.33 FL/ 35.09 FUGB �• z 23+01.81,0.00' I I i 2739.33 FS j / co 2738.87 FL 1 I 8 I - EJ��� E EP, ----- - Q' ua / -- p 14 - 273s.s4 FL / _ _ 2738.89 FS i / I 1 0 ° N - - - r 1 °°° - .r 7/ a o to O 4--- - - / 1 O w 19 r I 2738.13 A89 EP/EVC I 3.4k I 2736.09 EP/EVC I 1.4/0 ±I ° 1 / ° �' % -1 - ----� 1 I / ors o 14+12.54, 27.87' L I T y ° 16+04.49,18.00'R------ L �� o c _. - --------------------------------- 2739.41 AC GBL 1 I o I 2736.90 EP/BVC a' 0°1° �� 2735.98 RC } I I 5 1 2739.51 FS/GB 1 - o I ° I , ° I C/EVC I I 2736.33 AC/EVC I o 2js _ _ I -ae � o� _ 3• 2739.80 FS/GB ° I � N I I I I ° -IT 1- =.� -� m v is oo= I - -1 - _ 14+12.97, 16.96' L 1 I I o `V a 23+01.81,13.50,R -- / ---- -- -- ° 0.4%-2739.69 FS/GB oo, 2739.24 FS/GB o °1 - I- - - - o M + C" Ln_ _, 1 ago <2739.28 FS/GB 0.4%- �- - , �� 1.1% I 10+88.17,0.00 I o o - I - 11+47.62,0.00' - I 2.0% - o I-1- o , ++ / 2737.21 RC r n o --- ,4 2739.98 FS/GB o I `�� I I r - I ---- � _} a} ----- 2738.55 FL N r I ° - d r N I 2737.14 AC/BVC I - r. \ 34+69.46 a, / M - - - -_ _ _ - - _ _ _ _ - 1 _ $ _ _ - _ _ _ -' 1 - .0 1 I r�� 11 I I I o I I N 23+00 2736.97 FL io T-li / T / 2736.84 RC/LP - i �50 _ _ 1 2738.50 FL- - - L - ���'� -_ -- - _ ° - - - - - _27 2739.17 AC I I 1 �L 1 I'I I N 2736.90 EP/BVC I 11+17.62,0.00', I 2.0% 2.0% \ 2737.18 RC/GB/PC/2737.00 FL / / 35+44.49 --INSTALL SIDEWALK W/- - - P - IZ7 - -_ - - - - - - I 1 r I' 1!- ! ---------- ---- ------ I I� - _ 2736.91 NG \ / _ - - - ° ° - - ° - 39.17 FS-- = I K 34+75.99 \ / 6"THICK CONCRETE - - ° - - - - - - �- - - I 1.8 - I 2737.89 EP/EVC-1 % - _F______-----_2736.09 EP/EVC --I------_j------------- - . 2736.84 RC GI GIRR ' GIRR GIRR GiRRR-- GIRR 1 7 52 49 18 00 R-_GIRR- 1274 - 8 2736 87 2737.02 FL \ / 2736.79 FL _ -_---- \ ° -- - - o 0 1 - � I � ,,, � - I I 35+43.96 4.43' d // 2.0%_ 2.0% J + o 0 39.13 AC/GB - - 2737.33 FUGB 2735.09 FUGB 2734.83 FUGB 2736.53 NG �2736.99 FL o \ / d 2736.84 FL - - - - - - - -2739.79 EP/GB - - - - - - - -° - - - BCR=30',TYP. 2739.57 VC/GB/PC o o 14+14.83,28.17'L I �°b a� 1 2 oo r% -- -- .-...-..._...-...-m -...-..._...-...-...-.........-...-...� 2735.78 EP \ /2739.42 VC/GB/PC - - - - - o - 273889 FS v o 10+28.17,0.00,L T °" I 2738.33 FG/GB 2736.09 FG/GB 2735.83 FG/GB MATCH EXIST. �j BCR=20' o \ / i BCR=20' BCR=30,TYP. v ae 2738.59 FL 17+47.49,18.00'R 1` o Q�I 1 1 _ _ _a.__ __ _ 22+97.29,11.34 R 2737.09 LIP/HP \/ 16+36.49,18.00'R d o d ° r C) I 2739.16 AC I I N i-- -- --' ---,----------------------_----- --_---_------------------------- ----------- ------- - --'2 2736 68 NG BEGIN CONST. 3:1 SLOPE �� - --- ----- ° 2739.38 FS ----- --2738.78 FS- -2738.78 FS--o PIRR PIRR -- --- J L ---- - PIRR PIRR II o b 1 ` _ _ 9 10+20.94,17.94'R -71 -- 2.0% �.U% ---- ----- 2738.53 FL 0 2739.11 AC ; - I° o� 1 - - - 2736.01 EP 2739.48 EP/GB O °d I 0• - - 2736.13 FG/GB 2735.87 FG/GB I ° - - - DI1B- - _ J DI1A - --�-- i i- T ^ �738.37FG/GB o 2736.68 NG '- o� 1 / . 0 2737.14 NC, 2736.81 NG 22+98.33,0.12 L o SG 2738.85 VC/GB/PT 2739.15 AC 737.39 NG Ci �+ Co- °C - LL- 10+48.00,25.50'L ------ V w 2735.89 FG/GB BEGIN CONST. 2737.23 RC/GB/PT 2737.19 RC/GB/PT Co m o J - a w ` 10+36.50 a I 10+36.50 _______________ ________-_____________ 2738.85 VC/GB/PT _ m o m - - t 2738.56 EP/BVC 2735.78 EP _ LU - - --- - -- 14+47.04, 25.87 L 1 cros o v v c 12736.92 NG v I 10+48.00,25.50'R } °o Ca 11 co } ° 2739.09 EP/PC/GB 1 14+02.94,58.21'L MATCH EXIST. 22+98.98,11.60'L 2737.34 RC/GB z 2737.34 RC/GB 1 I ca v o o ,� ea 2738.80 VC/LP I 2738.76 NG - -------------------------- -----------I s W I 1 1 > > o 1 _ - ' 3:1 SLOPE 10+48.50 c / \ 10+48.50 o N 6; �;N - \ 10+59.50,25.50'L o 14+47.04,28.10'L d 10+58.17,12.00 L BEGIN\NST. I a I 1 11 �2736.8o Ac/Bvc 20 " 1 2738.801,C/LP ai M + M + co \ i - - / 2739,14 AC GB o I� I co I� 1 10+59.50,25.50'R a `� N o \ ; / III 14+14.94,58.17'L 2737.75 RC/GB/PC n 5 I 2737.36 AC/GB 1 S o � 0 9 \ 10+84.47 �' ON I 4+64.12, 16.50' L 10+48.50AL EN 81' �o 0 11 1 11 _ - ----- ---- - �vr� p �.71�+ 1 1 1 / 1 2739.07 EP/GB III 1 2738.56 EP/BVC �� 1 21.5' 8' 21.5' 14+63.59, 28.22' L y W 1 \ BLOCK 1 I j I _ BLOCK 2/ �r- N 14+26.94,58.13'L FUTURE HADLER 2737.75 RC/GB/PC 2 1 1 MW 2. I c? N I 10+58.17,12.00'R SUBDIVISION \ FUTURE HADLER ` s 1 \ / ca J cY 1 / - - - I _ _SDMH 2C I 10+84.47 �I N 6 H I I r SUBDIVISION MW \ MW 0 11 00 o I / ' o \ - - - �� 3%'f \ I I ca o W / i ' �� 2738.74 EP/PT/GB `� ---- v - - 11 I _ / \ I I 2739.26 VC/HP M. o a m o I i o III 00 V � �� �� OF �� Q a? o m 5 2739.26 VC/HP /1 I III c III 14+26.90,48.17 L I \ 1 1 11+25.50,25.50 R a, r a co N 1 m a N + N + 11+25.50,25.50'L 1 w o w 1 2738.94 FG/GB II 1 jI N P. \ 1 2739.15 VC/GB/PC ' 1 a 14+36.90,48.14'L - \ 11+37.50,25.50'R ° 1 T y 2739.22 VC/GB/PC I I 15TO o N T 2739.19 FS 2739.19 FS 11+34.50,25.50'L I a W I I 2738.53 FL ° 1 1 2738.47 FL ------- - -- --� 2738.79 FL 1 1 1 i 2.0% �- - --� 2738.81 FIL w vS o BCR=30' � i ; P o \ ! TEMPORARY ACCESS ROAD DETAIL PLAN ROADWAY INTERSECTION DETAIL PLAN z } 1 2738.26 FUGB - �� 2739.34 VC/HP o } a m ° = o o 30+84.23,25.29'L 2SCALE: 1" = 20'-0"HORIZONTAL 3SCALE: 1" = 20'-0"HORIZONTAL z a >o x o - 1 30+10.97,17.52'L v o v o \\t W z z v J CZ J I co o s o fps a BCR=30' I j 2739.23 VC/GB/PT ~ z o 0 2738.22 FL oo> N N a? J _ ___ 1 m C c� m 2738.25 FL co o r In L o - cm., Cma Ln I m Lu 31+05.45,16.50 L o c� - o M oe r I M + �r 2738.82 FIL z 6 0 „ 2738.64 VC/GB/PT ° --- - jl �°� N r N + \�� v ___ 1 2738.80 FL I o 2-1 z 1 `" I; M oo 29+94.45,13.50'L --- I /� 0 1 2739.00 RC o I� -> S ° 1 OC + "' a. + 2738.38 RC 1 I 2738.49 LIP/GB ° 1V 31110.4. 16.50'L II o I ` - - - - 1 I 1- I 1 m w m CA I I , 1 1 1 ,... z C/) N N I 2738.36 FL/GB 4 2739.43 FG/GB a I� 2.0% INSTALL SIDEWALK W/ 1 1 I 1 1 a o z I 1 1 \ W 29+89.45,13.50'L 0 4% ° I I " 6 THICK CONCRETE 1 1 m W o 0 0.4% \ p ° ❑° d 11+04.92,39.00 L i ' ' ' \ o m CZ, ° 5 °_71 0.6% - - - - - - 9 - ---- 5 112739.25 EP/GB r a I j �, f�2739.63 EP/FS/GB I I I I 1 \ o m Lu Lu o IM 1 I I I I � 11+32.23,50.00,L / 1.0% I 0.4/0 2738.59 LIP 2 0.5k a�i rn I ° s / o m 0.4% ° D�j°10 r I 0.4% 738.68 LIP 2738.81 FS o I 111+02 26, 28.23' L I I I r I 9 1 2739.26 EP/PT ¢ z 0.4/o I 1.0% 2738.59 FL 2738.68 FL o I ] T 2739.24 EP/PC I III u. u I 11+32.93,56.13'L 2737.18 RB/GB/PC ; I I I o a o o I / m J I 2738.49 FS/GB Ln N I N I 1 I I I J 2738.59 LIP 2738.68 LIP m N I of / O m Jo °11 11 11+04.92,28.23'L I 2739.03 EP/GB r oil 7 o rs - Cs - o I 30+26.45,14.50'L 1 '`o I 3 C _ _ I I I I I I I I / 1 25+58.50,53.93'L I I I 1 1 "' o o�4°r°r° i 1.o°r° N g�\ N 11+s1 0.4% W.VANTAGE POINTE DR_++ N I o.5%0 o 1 11+32.94,60.07 L =1+60.88,20.94 L 1 1 1 C7 o 11$O I S I / I I "' o a, r I 2738.88 AC M I 2739.10 AC/GB i M ° oN 2738.08 AC/GB N \\ M + M + N 2738.78 AC/GB 30+49.95,0.00 2739.49 AC/GB 17"(0 1.8 i 2.0% 2737.25 RB o 1 31+05.45,0.00' - 1- I 1 I 2737.68 RB/GB 0.4/o I 29+58.07,0.00' I �` o n o 30+26.45,0.00' 11+81.00,0.00 N! 11+02.68, 16.52' L I 1 d 1� I r 25+40.98,127.84'L 25+54.57,63.48 L = m J Y I 1 1 1 1 ° N co N coI I 2739.29 AC I I p J y M J W J O I I I ! T 0.9/ 1.0 I ° v°c3 1+45.33,99.39'L =1+56.34,30.89'L v o 00 c ¢ mo N - 1 J J 2738.16 FS I 1 11+33.00,77.59'L m "' w z m O 1 m rn o d cq o i d ch J m J J 0.4% I 0.5% 11+04.92, 26.04' L 1� I I ao MII� 2737.47 RB O° 00 M o U. "' m c� d v o J J 1 n J 5 d ___ ___ ___ __ ___ ° 1 g?I N cDICO, 1 II n L9 CR ti � O M N C7 r 0 m Lf7 O i m ao O O 1 ❑ ° ° J/ a d ° ° a ° M I I I Oi Oi 1 I ' OC N O tD CO n N O? i C7 I Ll7 O 1 ° s ° ° 5 ° I 2739.45E o I m �IrM- 1 1 2737.28 RB/GB 5+46.18,94.82 L v M r o m c� N ti m 1 0o r o is - 0 1 r o o d\ ° °\ ❑ N I NN 1 2 I m M O r J Y ti ti Ln, ri.� r 0 EP/FS/ I 1 2740.02 FG/GB =1+48.83,64.41 L n Ln J c o I 2.0/ 29.3%, ,n r 1 + �+ ami T I o M ai 25+35.61,120.70'L N + + N + + ¢ - + + cc o MI co m Ln O , o I ,n r Ln r H + y N , OD 00 11+27.75,40.00 L _ _I =1+40.37,95.26 L 2736.78 RB/GB/PC NI II "' II z = M Ln ed 1 rn T N n op „� Cs L 5 a o 0 0 3 o o o 3 m I o --o f --- -- ?Or 11+53.00,77.52 L - m N II i N NI r n + i A N r + O m In CC CC CC o N I I ' 1.8% I I , 1 1- N II M + N I M + + N + M Co � m Ln Ln m Ln cD Lo m �? m Ln m n C° cp o op LO o 2739.22 AC hr�r ` •� I i 1 N N II Ln M Ca r Ln m Ln I I �+" I 2.3% o `_p � �°1 25+50.58,41.16'L , N N' a N N T rs co e' ca 1 �' =1+49.41,9.82'L I ca r Cs Lo Lri n � LD o� co Lri C7 m (6 2739.18 AC 1 m of ome T m M ea `� ea `r y r r r ca ca r �� ca T T T ea car a I I r' E `� BCR=28'I O Ln o eD c o m Lp oe 6i m -1i � oe oe Lri oe U. Ca m m c Lri c m n M r o e �T � m �, o o o T o m .6 N v Ln 2739.12 EP/G13 6.Q% I s 7.7°k ao 'n Ln M + M v mt co a o N v C4 oo "? N_ R m r Ln C" o o Ln a? rn "' I I 2736.77 FL/GB 0 6% 2736.31 FL/GB I 1.8% d ° co + M + n O pp O co O CO O y O dp o M Ib N / M M y O O M I �, + m rn ai m 1+52.37, 28.22' L P I ?\ 0•Q% d n rn r rn N N M + M + M + M + M + M + M + M + n o M +m M + M + I 25+35.13,117.56'L o 25+47.97,43.96'L II 09 =1+39.81,92.48'L o =1+46.38,13.62'L N N r rn n rn n O r O r 0 \ N M nor O N M N M ' N .4 N N I O 4°b I O.4% / N N N N N N N M N o•M N co N co N co -2739-_nI OM N co N M r r 2739.17 AC ' I 0 1S I o I ° d 11+52.37, 26.04' L I I ° I I a I o 1 2736.49 FIL �R°�° 2736.17 FIL _ 0_ + 1 2.8% 6. % I 10. % 0.6/0 1.1 W.VANTAGE POINTE DR. 2739.47 AC/GB w EP `�99 �/ o ENTRANCE DETAIL PLAN 27%I 1 °`° ''1 ° _ _ `r' 11+54.74, 16.03' L T- -o�--- --N D`k 1 -...-..._...-... _...-..._...-... ° 3e / C\�I 0.4% y _ O SCALE: 1" = 20'-0"HORIZONTAL - --- 2739.12 AC/GB 9 ° ' 9 F. ' 0.6/o BCR=28' `\ 4 I = w I 2736.73 FS/RB / 2736.06 FIL i Q 11+52.38,28.11'L I m 2. °o ' 35;0%%1" 2737.28 FG/GB o oIC ; 2737.22 FG „� N 25+52.04,36.77'L / I 0.4% ' - w rs I 2739.18 AC M o , I �e 2739.13 AC I I � 1 1 =1+50.78,5.00'L N m ' � / 2736.59 RC °/ 5 Q _ z o ao 1-a; 1 2740.02 FG GB d Q y III `�° \N I 25+49.77,30.69'L / 1 O_ 2739.23 AC 1 112.4% m I 1 2739.03 EP/GB 17 =1+45.99,0.00'L 0 ° CONSTRUCTION KEY NOTES 70 '- ° ° I 11+52.94,60.00'L BCR=33' a o"e c\, LU w 11+80.75, 26.04' L III 5.p - m N o //\ DC C i 2736.33 RC/GB/PRC o Ca o r ,- CA ❑ m 1.8%I° 1 2735.94 FL/ m o � Ld N ~ 1 INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE 2739.17 EP/PC mil 1 2739.26 EP/PT 25+36.51,19.46,L n rn rn n WARNING SURFACE PER ACHD SUPPLEMENTAL SD 712. 0 111+80.75,28.04'L I 1 2 0% 11+52.93,56.14,L =1+22.75,0.001 L / + - N N cc INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, I 2739.43 FG/GB aII 6 BCR=28' 1 r Ln M W o 0 2739.63 EP/FS/GB N N M + AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. I I w 11+80.75,39.00'L W I 2736.23 RC/GB/PC ° ° N N mi INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL 12 00 1 11+53.59,50.00'L 25+29.02,14.53'L o SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � II 1 1 v - - - Q 2739.57 AC/GB 1 g Ln fM ; ; _ _ =1+11.51,0.00'L- - -o INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. I a�i I ----------------------------- ---------------------------------------- ma - ---- ----- ----- a ® 12+05.33, 16.22' L I I 91 �\-- � ' 2736.21 RC ° ui N I `2736.31 FG/GB 25+25.75,13.91,L a ° ° INSTALL 5 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. 2739.23 EP/GB I 1 I ae m I 2739.45 EP/FS/GB =1+07.27,0.00'L ° !o ito oI 2736.18 RC/GB/PC °12+05.20, 27.89' L I 1 I 25+20.05 © INSTALL 1 G WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. 4 w I j I 1 11+57.98,40.00'L 18 2736.18 RC/GB d W 2739.43 FG I b io I 1I pi 25+20.05,13.50'L y ❑7 INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC 12+05.20,39.00'L I I I ° ° 12 0% =1+00.00,0.00'L - SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. 1 1 25+00 1 ❑ INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE CIVIL INNOVATIONS 1 ! r 8 ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A NORTH INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS 20 10 0 20 40 KNUCKLE / DRIVEWAY/ FIRE ACCESS ROAD DETAIL PLAN PROJECT NO. 21-0701-HAD DECALS PER ACHD SUPPLEMENTAL SD-1132B. REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET SCALE: 1" = 20'-0"HORIZONTAL DWG FILE C.201 1 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD HORIZONTAL SCALE IN FEET SUPPLEMENTAL SD-303 AND SD-806. DESIGNED BY BT 11 INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A DRAWN BY JTA (COLLECTOR ROADWAY-8"HIGH CURB). CHECKED BY BT 12 INSTALL CURB TERMINUS PER ISPWC SD-707. ISSUE DATE 01/30/24 13 INSTALL REMOVABLE BOLLARDS. HORIZ.SCALE AS SHOWN 14 INSTALL 14'WIDE CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER VERT.SCALE AS SHOWN ACHD SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). cm201 SHEET 3 OF 16 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.200(STREET PLAN).dwg NOT APPROVED FOR CONSTRUCTION