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CC - Emergency Access Exhibit \ \C �\�\� � � \ GIRR v GIR=- GIPR _- GIRR �_ G =GIRR v GIRR GIRR GIRR GIRR =GIRR � GIRR GIPR � GIRR GIRR GIRO GIRR �� GIRR � 9 ////� 2�OV c \ a \ o ��� -Toe- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - TOE �p� -�-� -------------- TOE //,9B 4- EP-- Z7O4_80 -� 4 - �� TOE �- ��� ( 301 - -oE -TOE TO \` / a^x �\ 3�J - - - - GIRR =801 OE -Z�GE �0� - TOE TOE TOE TOE TOE \ _ ■ I L -270 \ / EP TOB TOB �-TOe-= - TOB - TOB - TOB TOB- TOB - - - - - TOB TOB TOB 2704- -\ J/ / EP EP - - _ CEP 11 EP Ep EP - - - - EP El -gyp --EP- EP -EP- EP - - �99 \_ \ 1 \ 1 10+00 2705 1 1 E. LAKE HAZEL ROAD 1 o 1 - -� - - - - - - - -1 _ i 1 m m w rn cn 27 a w- 2707, ^� 10+00 1 + -- - _ 4+ - + ram++ - ` o- -s ram+ eA•�� se =�+ #+� 11 - - +- - - - - - - - - - \ ��� 11 o SEE SHEET C.200 FOR o \ c c o - - - - - ' c SEE SHEET C.200 FOR c o o o f o o � r o f f- � o c o o -_ _ sc E.LAKE HAZEL ROAD \ - - - - EP - - - - EP - - - - EPI __ - - EP - - - EP - - - - EP _ - E.LAKE HAZEL ROAD SIC �\ L� EP \ EP �e EP -�P- IMPROVEMENT PLAN -- -EP IREP `° FP EP E° -EP- EP EP ��e - - R = ro EG EG i EG EG EG - - - �e�� =Tas=�G ciG °- - EG- "EG�E°=TOB - G- - - �E��-E � �oB - - - - - TOB - - - - - TOB - - - - TGB- 6 _= IMPROVEMENT PLAN- - EP C - -EP �P - - - EP - - - - EP �- �J /- -/- -� -\-_ TOB TO --TG€ TOE �-w€G EP = TOE --fie^ Y KGB Sa& TOB J P / �- RW �f`.O� W I-- �E �O�W- RW -_ TOES- RME` 3 RW� PW __ -R'N-- =RW=`=W-`E R'N_- RW HW -7-1 _T -X TOE �- 7C_ R=30',TYP. ->- - 2704.68FS/EG-- - = _ __ - _ = _ - - - _- - - - - - - - - .--..-... - - - � - - - - - - - - - - EG EFEP - - - GIRP Er. - ...- .-.. -...-...-...-...- ..a.._ �- P -r EG ----��- - �... > f-J -. �- -...-......_..-...-... E � - 1 1 I - �,�, Iv , 10+60.00- _...-.. \' I - 13 / - - - - - - - - - - -2706- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - _- - - -:._::_ - /1 \ \ I\ \� \♦\ / 2704.66 FS/EG \ =1- 2764.70 FS/EG _ _ _ _ _ _ _ _ _ __ _ \ \ \ \ \ \\\ \\ \ 10+60.00 / s - 10+60.00" - + - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- -r - �-LZI 1 \ i 1 I� --I I I Z o_ _ \ / _ r 2702 x \\ \��� \ \ \ \ P° \° 5 y 2704.65 FS/FG - ,2704.72 FS/FG == _ =1 2]09� 2709- T - 2706.85 VC-I- / / r _L =BL411 1 I I N T N 19q �j\ \ \\ \o \\ \I -+aeLIJ aE \ oLI- - - - - - - -4 - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK2 - - - - - - - - - - -10+66.63 � -i=- __- - -� \I 11 I I m ,o \ o \ \ \\\\ \ 2704.40EG/PC/GB_ I , _ - _2704.40EG/PC/GB_ - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - ! - / 270s.8sVC II I J00 - - - - - - - - - - - - - - - - - - _ \\J \\\\ \ \\ \ \ 10+75.57 2.0 2.0 m -R=30' 10+75.57-i \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J = _ _ = I - m o m X\ \\ \ \ \\\ \ 2705.15 FG/GB RR 2705.22 FG/GB - - - - - PIRA 2705 -PIR- - - - - �JRR- - - _GIRR - - - PIRR- - - - PIRR- - - - - PIRR- - - - - PIRR - PI _ - -=GIRR-- - 7 s 10+66.96 PIRR I a Y N 2703.71 NG °b 2703.77 NG - - - - - . - . - . - . - . - . - . - . - I I 1 < U) w Z 1'� o� •� - - - - - -\ - - - -�_ � - - - - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - - - - - - - . - . - . - . - . - . - . - . - . - . - . - . - . - . - _ 2706.68RC I I \ z 3 _ m LLi \ \ \\ \\\\\ \ t 2704s0 FG/PC/GB .ti �x oO \ 2704.10 EG/PT/LP \ / 2706.43 LIP/PT/GB I 1 11 00 10+71.96 2 I \ O U j m o 3 /_ 10+99.32 / 10+66.00 I (� I = \ 9 \\ \ \\\\ 10+75.57 \ / (1( s 2706.76 RC I I \ co \ \ \ \ 2704.30 FG/PT/LP \ 2706.72 AC/GB 10+85.00 o \ \ \\\\ \ \ v�, \� \ \ \ / I / 10+66.00 I I I r 1111 \ / I - \ \ f N \\\ \ 2704.10 EG/PT/LP 10+99.32 \ / 2706.43 LIP/PT/GB 111 z 1 270s.97 RC \ \\\\\ 10+99.32, I . 0 11+17.26 10+66.00 z 111I I I 1101j111 2707.18RC 3 i �\/ \\\ \ \� - - ♦ \ \2�04� \ STORM DRAIN POND N0.1 11+49.26 % I \ \\\ f ♦ SEE SHEETC.701 FOR DETAILS I I i1 m Ii1i1 I I x-x T 111 2707.39 RC I J \\\ \^ \ G x / cn 11111 I x 2707.62 VC I w I \ x .I 11+81.27 ♦ \ x ♦ \ " \ �' x x x- 11+84.00 2707.41 RC I 4 I J I I I x�x 2707.63 VC/PC/GB \ \\ \ ♦ �x�x-x 11+85.50 x-x LL_ DI16 1 DI1A 11+84.00 I I I \ \\ \\\ ♦ \ / rr ------ x x�x x I I ,2707.42 RC/PC/GB ACHD STORM DRAIN SDMH 1 12+00 I 5 II I EASEMENT �I \�-�/ + 11+85.50 1 \ ES 1A I I I I I r � \ ��\V v\VAV ♦ \ V� vA \ / L . . - . . - . . I I _ a \ \�\ \ \\\\ \ \ \// � ' - ' - ' - ' s 2707.62 RC I I h I I I I 2707.93 VC/GB \ \ \ ♦ \ Fes. \ 12+31.28 2707.74 RC/PRC/GB 6 I la 12+15.70 clvalN ovanoNs ♦ \ \ 2707.53 LIP/PRC/GB _ / I o NORTH \ l\ \\\ \�\ \ \�� 12+34.92 I 12+34.92 I I I ANAL v \VA ♦ \. A \ 2707.49 FL 2707.83 RC ��� CZS T E� �l STREET AND STORM DRAIN PLAN \ \ �\ � \ \\\\� \'. \. F� \ 00 \ \ 12+37.21 $ �I 12+48.50 �� \ \�\\ ` \\\ ♦ \ \ `3'\ \ \ - 2708.03 RC- - 06� 1 SCALE: 1" = 40'-0"HORIZONTAL \\ _ - \ \\\ \ \ �' I 2707.67 FL _ - - - 12+78.29 � >� o 60 40 20 0 40 80 12+64.33 I W �� J 2708.20 VC/GB 2708.09 RC/PT/GB I I � �� OF BLOCK 2 Z Q HORIZONTAL SCALE IN FEET \ II \�X \ \\\\\ ♦�\ �� `L000 \0 9�02���� / / 2 12+71.87 ------ 12+87.89 8 I I 1 I I D � MIN P S�,O \ \\\\ \ \\ \ \ \ q\ 2708.30 VC/PT/GB I 13+00 2708.21 RC z \\\ o \\\ ♦ \ \ \ \ N 12+87.89 t 13+09.54 I I = \\\ F o � \\ \ F 20'WIDE GRAVEL ACCESS ROAD } \ \\\ / \ \\ ♦ \� O° \ SEE DETAIL SHEET FOR DETAILS 1 Z 1 1 CONSTRUCTION KEY NOTES 1 \\ \� \ L� \ I 'i cc -n o J Q \. tip " mc' a o ❑ INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE 2�04\ - -Il \\ \ \\ ♦ \ 2jO \ \ FG. \ -______ - - - - - �� J I 2708.38 RC 9 I I _ WARNING SURFACE PER ACHD SUPPLEMENTAL SD 712. \ \\\ \ \\ t F _ I 13+41.54 I I I °C o INSTALL PEDESTRIAN RAMP TYPE"Hi"PER ACHD SUPPLEMENTAL SD-712H, \ \�\ \\ ` \ _ _ cn z > AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. \ \\ \\\\ ax00 \ / J J( \ - -/ \ - \ J 4 I 4 I I I I I z a o \ \ LU INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. \ \\\�\ \\\\\ + ♦♦\' \ �. r \ \ \\ \ I 47.00' I I I I x o z I w \ \ \\ \ F \� \ JS \ \ J -\ 16.50' 16.50' 10 m > \ \\\\ \ \\ \ // �\ - I 2708.55 RC I 11 z o z ® INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. \\\ \\\ \ ` LU ♦ CFI // / \ / \\ - -- 13+73.54 I C) o o z ♦ \. /�� - - - - � owl INSTALL 8 WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. \ / /i } or CC w U \` /// / 11 O A I I I ¢ o o w © INSTALL CURB TERMINUS PER ISPWC SD 707. \ \\ \ \\\\ \ ♦♦ \ \ I /i \ / / 1 2708.72 RC / / Ocw V INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC \\ \ \\\ \ \ \ I I / 1 / r / I 14±00 14+05.54 / I I I W w SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. \ 1\\\ \ \\\\ \\♦ \ �� o ❑8 INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD \ \\ \ \\\ \ \ ♦�°py \ \ \ I I \ ` / I I J SUPPLEMENTAL SD-71 OB(6"THICK CONCRETE-SEE NOTE E). \\ \ \\\\ \ I - \\ s , I I I I o \ \ \ \ \ 1\ 12 wao INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE \ \\\\\ \\\\\ \ \ 00 \ �� \\ 2708.90 RC 1 I I w �_ ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A \\\\ \ \\\\ I `♦" \ ` �\ \ \ \ \ \ \\\ I r lui 14+37.54 A I I z INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE \ \ \\\\\ \\�\\\ I \♦\'. \\\\\\ a I I 1 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS \\\ \ \\\\ I 4- REMOVE DECALS PER ACHD SUPPLEMENTAL SD-1132B. NN EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET 9 \ \ / /\ 2V9 \ a2709.07 RC13MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD \\\ \ ♦\ \� \ _ /! \ \ I \ \\ y 1 14+69.54 J \ I I SUPPLEMENTAL SD-303AND SD-806. \\ \\\\\ \ \\\ ` \ / �/ \ \ \\\\ i ❑12 INSTALL CURBSIDE MAIL BOX STAND PER ACHD SUPPLEMENTAL SD-709A. \\\\\ \\ \ ♦\ \ \ \ 2709.41 VC/GB \ \ \\ \\ ♦ \ \. ��� 14+95.03 13 INSTALL REMOVABLE BOLLARDS. \ \\ \ \� \ ` . 1 \\\ \\ \ \� , _ 2709- 2708.97 FL I 2709.24 RC/HP 14 III \ \-2705 -� \IIIIIIIIIIIIIIIIIL \ \\\\ ti���\\ \ \\' ♦♦ g \ III /1 QC\�03� \\ / //// 2708.97 F HP \ - 15+100 / 15+01.54 III \ \\ \\ II \\ c,� rk I L/ I �I \ � �6x aC n \ / \ 15+01.54 2709.03 LIP/HP \ \ 2706- \ �6 x I\ \ ti100• \ 1tw\�035 2708.87 FL $ I __ __ \ 1-1 AND T \�\\ \\\\� ♦ \\\ I I �� �1011 \6x9 \�� 1 / 15+26.04 2709.11 RC .54 15 II \ \I 0 2 STREETSTORM DRAIN DATA \ \ \\ \\ \\ I I I I. \Q�� ti I / \ I/ 2709.33 VC/GB, + 15+33.54 I I \ STORM DRAIN POND N0. 1 F I \ \\\\ \ \\ �♦♦ \6". I Igo \ �1pB3\3� \5 \ // \ I I �250526VC I II I \ \ DI IA DI 1B \ \\\\ \\ \ o°b \� 1 \1x'` \ \\ I - - - - - - I I I CLSTA.11+84.00,16.50,LT,S.ASTORIA AVE. CLSTA.11+84.00,16.50,FIT,S.ASTORIA AVE. \\ \ \ \ ` QC \ \F� ti I I 2709.19 VC/LP 2708.98 RC/LP 16 I I O z DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental \ \ \ \ \\\ ♦ QG\� �l \ I I = Q Drawing SD-604A,TYPE IV Drawing SD-601,TYPE I \\\ \\\ \ \ • tp0\ \ \ \ 0C o I \ 15+65.54 DI 2B DI 2A s 15+65.54 I I I Q IY 9� \\ \\\ \ 2 641 , . \ \ \ \ Qt\���5 STORM DRAIN POND N0.2 \ SDMH 2 I I I � TOP OF CURB=2707.41 TOP OF CURB=2707.62 \ \\ --____------ 2. \ � \ 10 �03 \ \`\�'O - - \��*\ k6 \ SEE SHEET C.702 FOR DETAILS j --__ - 12"INV OUT(W)=2704.16 12"INV IN(E)=2704.06 Sj \�\\\ \\ \ \ �' x 2709.34 VC/PC/GB I I z ° 12"INV OUT 2704.06 \ \ \ \\ \6 ♦ \ \ F� �O ACHD STORM DRAIN �: �I o INSTALL 29.34 LF 12"PVC(C-900)@ 0.34/°TO DI 1 B �)= O� \\\\ \ \ \ \\ / 10• O� I p 15+94.67 I I I Q I- Q 25 =0.73 cfs INSTALL 9.01 LF 12"PVC(SDR-35)@ 0.33%TO SDMH 1 r'y \\\ \\ �\ \ \ \�\/ -2710 'L1 \QG\th. EASEMENT hI P ES 26 i 1 A _ 2709.13 RC 17 - I I I 0 cn c ) \ \\ \ \ .x00 \ p9t�Q x$\ S BLOCK2 \ iuiili i1ES2A1 ll1 s =1 I C o Q(1oo)=1.01 cfs Q�25)=0.22 cfs s \ \\\ `\ �C 1 �, Q(1oo)=0.31cfs \ \\ \ \ VA �O \ �\� A O \ \ 1� 3 0� V I �n11 � i1i r----7 I 15+94.67 I J z O \ \ V A zoj,;;� V ` ,�11 • 6�Q p�, 03p I nl1 I 11111 16w\ \ \\ 1 ♦\*QQ`�'\� \ \ ' \ \ `L110�5,`ti� `L1�tik3 \ 1�1�11�=-====== J11 IiIL 111I I wSDMH 1 ES 1A � l x �,\ \ 0 6I \ �LJ1 ;I I I J I c 6 O p 0I - ---------- L s CLSTA.11+87.63,26.01,RT,S.ASTORIA AVE. END SECTION WITH RIP-RAP.SEE DETAIL ON DETAIL SHEET. \ \ \ \� 030 J6 \ \`t '� \ \1x pF♦' FA-] 2710.53 VC/PC/GB \ - 2710.13 VC/PT/GB --- I 18 J F- SHALLOW MANHOLE TYPE 1,ISPWC DWG.SD-615A 12"INV=2704.00 \ \ \ \ \ \ \\\ \ ti10 Oq�.•�6\� \\ F� \ 10� g1�°C\�� / 11+51.52- - ( / 10+52.73 1 I I I I j W RIM=2707.19(MATCH FINISHED GRADE) 12"INV IN(E)=2704.03 ES 1B �� \ \ \\\ \ \ \ 14S• ��� '�\� \� \\\��,o \ �1,�02x5ti\ s . . s . 1 ---- II 12"INV OUT(W)=2704.03(FOREBAY) END SECTION WITH RIP-RAP.SEE DETAIL ON DETAIL SHEET. os \ \ \ \\ \ 1x\ Q\� \ \ \ 12"INV OUT(N)=2704.69(OVERFLOW TO PRIMARY) 12"INV=2703.50 \ \ \�j\ O:ti ,\5\♦. \Q1\ \ \\ t �' �30 \ I o `D o E.DITMARS DR. / ,`-' o INTERSECTION GRADING DETAIL I SUMP ELEV=2702.03 \ \ \� \ k \ oo \ - IT T- - -t - , - - + q1 60.• �Q \ 2710 � r v o I I \ -o I ;s (TRAFFIC CALMING) INSTALL 9.96 LF 12"PVC(SDR-35)@ 0.30%TO ES 1A(FOREBAY) \\\ \ ti1'� SRC\ \QS \ jam\ 's_, s O �}o -• I \� ` I �L I \\ / r SEE DETAIL ON SHEET C.202 I J INSTALL 18.68 LF 12"PVC(SDR-35)@ 6.37%TO ES 1B(PRIMARY) \ \ \ \\ �\ \\ \1x O \ ��s \ Ox ?\_ 27io.s7 FS - I 01 o I\ \ \\\ 1 k 6. ,65�♦.A Oo \ o Oo \ 2710.71 FS STREET AND STORM DRAIN DATA \\ \ \\\ ��1 �,�o. 16 9P. �� 10+21.97 ° ° 2710ss FS 2710.32 RC/PC/GB 2709.92 RC/PC/GB \ \ \ ti1 9g. • g \ v1o.7s Fs I / I 20 \ STORM DRAIN POND NO.2 �\ \�\ \ \ \\\\ \2x JG\& \�w5 \� j 10+24.59 \ 11+51.52 10+52.73 \ \ \ ♦♦9 6 ♦ Qc \Ox 1 \\\ `'s �0 2710.82 RC/GB 8 DI 2A DI 26 \ \ \\�\ \ \\ 91♦ p01 / \i / r \ �� I 10+29.59 I BLOCK 1 s I I I CLSTA.15+65.54,16.50,LT,S.ASTORIA AVE. CLSTA.15+65.54,16.50,FIT,S.ASTORIA AVE. \ \ \\ \\ �Sx x / 20 2° \\ s ` I 17 00 I DROP INLET,ACHD Supplemental DROP INLET,ACHD Supplemental v� o, oo \ 2710.44 RC/GB \ \ 54 L z I I I I I I PP PP � \ Q, � /t�S T� �� � \ I 2710.00 RC/PT/GB ° ° 2710.00 RC J BLOCK 1 \ 10+62.05 \ II Drawing SD-604A,TYPE IV Drawing SD-601,TYPE I \/ \ �6 50 ` \ 11 �� 2 17+00.13 21 3 \6 \\' p0 O• 06 \6 17+00.13 / I I I TOP OF CURB=2708.98 TOP OF CURB=2709.19 \\\ +�'•+ 6 9 60• " `ti1 T),0• Q.� �G i � �o � - - - ° - PROJECT N0. 20-1029-PS 12"INV OUT(W)=2705.98 12"INV IN(E)=2705.892708- \� o;�y 4 1 4 \ 12"INV OUT(W)=2705.89 _ / \\3 GO \S \ \ \ \ Q\Q 1'� •5 .,1 • 01' i f I DWG FILE C.201 INSTALL 29.32 LF 12"PVC(C-900)@ 0.31%TO DI 2B - _ \ k \ ♦ ♦♦ `1' `L Y '1� x i \ b \ Q(25)=1.53 cfs INSTALL 10.67 LF 12"PVC(SDR-35)@ 1.03%TO SDMH 2 - _ - - - J \ \ QtO� \\ \ \ '�� \ \ • O�°� p B106k - �` \ /// \ \ DESIGNED BY SIT Q�1oo)=2.13 cfs Q�25)=1.21 cfs \ ��\\ \\ \\\ f �11 xS1 �� � -110yti05 G\Gg O i Q.G6 I 50 / 47.00' 2 1 0. 0 R� / \ Q(1oo)=1.69 cfs \ \\ \ \\ 0� \2 �C� Ox0 ns9Q' ` A 1 O•kS0' / 16.50 16.50 22 / DRAWN BY JTA \ \ \ \ off° °• �a9�� - \�i` ,\� \ SDMH 2 ES 2A ■ �® �� �11xS1 ��'\Ox 1'�O'SA`' 9��► �6Q•�' �1 s° I■ i I CHECKED BY BT MATCH LINE - SEE SHEET C.202 \ \ ��` \ \2 ti x� ° \6 I I I MATCH LINE - SEE SHEET C.202 ISSUE DATE 03/09/21 CLSTA.15+65.54,28.50'FIT,S.ASTORIA AVE. END SECTION WITH RIP RAP.SEE DETAIL ON DETAIL SHEET. o o\ \ \0 0 9� '111� Ste' 2710.23 RC 45 � x 2710.29 RC d SHALLOW MANHOLE TYPE 1,ISPWC DWG.SD-615A 12"INV=2705.50 �G SO \ Q► t� \ s RIM=2709.10(MATCH FINISHED GRADE) \ \\ �\ ��' '��O \ g9q +�0�Op5 47 p �, 17+72.13 a 17+57.54 I HORIZ.SCALE AS SHOWN 12"INV IN E -2705.78 ES 2B \ 11�•6�6' t• ��\ 'L1 OS' 00 I gbh`\6 2710.34 RC c 23 I VERT.SCALE AS SHOWN ( )- I `b xS C\S �\� \f \x ti ' 00• 0 F- 2710.36 RC 12"INV OUT(S)=2705.78(FOREBAY) END SECTION WITH RIP-RAP.SEE DETAIL ON DETAIL SHEET. \ \S GO \`� Q►C �j \ 44 1 k1 17+84.22 y 12"INV OUT(W)=2706.60(OVERFLOW TO PRIMARY) 12"INV=2705.00 ��\O �G�j.`� ,�p0 �' '\'� �C 14G a 17+89.54 SUMP ELEV=2703.78 \ \�P `L11 tit�� \\ \\ ,11'�O 05 \ 09�0�>\6 6Q`Q'\�g�0 18 - ° \ \\\\\ \3x \\\\\ \ 43 \>\x A� \ 99\ tit \`l x n1096 �Q x_c\�Qi 18 00 Cm201 INSTALL 27.16 LF 12"PVC(SDR-35)@ 1.03k TO ES 2A(FOREBAY) INSTALL 38.61 LF 12"PVC(SDR-35)@ 4.14%TO ES 2B(PRIMARY) SHEET 3 OF 20 DACivil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200-Construction Drawings\205-Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg