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HomeMy WebLinkAboutSDP201800012 Plan - Approved 2019-03-15� � H �air. CLINT W.v—i r Lie. N . 54,180 r4; i ■0-P � ON. A L REFERENCE LINE - SEE SHEET C4.1, C5.0, C5.3, r NX OGP U U O �S''��GIi,9 • �,� /%,� O� w W �TF� YST LOCATION OF 8" APPROX. WATERLINE , cS�a CONCRETE v REFERENCE LINE - SEE SHEET C4.3, C5.2, C5.5 '°� `� Q U. ` ° WSJ \ �,, \ R K LuW m w N — In O Csr, H O k • \ \ \ s� �`�� ` i I \ U W O M \ Q Z O �� 'A' �0 x � Q `\ �22 , a z oQ Lu > ° 0 ��wu- ° �� ���° \ —" \ 1 p S j / / i. \ TURNAROUND ''�; w U W (D. B. 338-305 PLAT) \ 0 O , a - O W RIP RAP ao � j U DITCH II ° / / \ \ V ''' Cb / II o 1 lRE LAN / / \ 2 ' R. . W. ; - , ~ z O z 000 / - / \ 5 O ��-- o �� W Q U `o (D. 39 114 & / \ (D. B. 339-114 & � / D. B. 33�W5 PLAT) / D. B. 338-305 PLAT) PP " , vi O W W Z 8 � � o 000Q O < O �L Q. z SW O W W W � AN o / \ \ EASEMENT TO \ �- _ \ @@ VIRGINIA PUBLIC ACSA 9ANITARY \ \ \ ° �� , o 00 � O w O MH SERVICE COMPA > w O O N 0 � t .SEW EASEMENT I \ 9-233, 236 5 4 / D. B. 198-527 p w N N N PLAT)/ g I U : ;DTP \ \ v 0 o ` \ 0 z o0 +-I Oti M 5 G / \ �� ♦ \ �� , O �/ I \ 5 • ♦ p'A o U) DATE C \ ♦� o \ yo�i2� EASENT TO > 6 o b o ♦ \ ♦ o V/l �GINIA P L ' < , ? 1214117 7 o ° ti� ZVICE CO m O 6 , © �il �� / o ` J \ \ DRAWN BY -D. '_x_ ♦ ♦ A. ALLISON \ `� ♦ PP \ ♦ V DESIGNED BY �2 © 7 CONCRET �, i ♦ oy \ , � — — ` \ T • C. SHIFFLETT / 5 O / , ♦ A , CHECKED BY SANITARY SEWER & . OFFICE .° o,_ \ `� • WATERLINE EASEMENTS �e , (EX. BLDG) \ -_\ \ , D.B. 342-197 202 PLAT �I \ h J • ( ) C. KOTARSKI O 5 �� ., � ♦ 7SCALE SUBTERRANEAN S WER 5 / \ , 1 RESTAURANT "\\ 14 EA 11ENT (EX. BLDG) �- X 0 o ' � � 0 14 II ♦ ♦ �\ z ° CL \ 14 OFFICE (EX. BLDG) ° \� / I c9\ �\ \ O00 u ♦ i w 0 z / O 7 _ 000, E O 1 1 1 © V / / Ooo° G -j W o w v o I GRAVELm U� 9 6 O� �i� — - — .. — --- PAVED z I� g / OO°° V / a 7 8 � PAVED 7 ` 1. • ° \ , `\ / z 19 / 7 \� O I o �� F\ O co Q x « • • / NOTES: a� a - / ° � / .• , 1. NO VEHICLES SHALL BE PARKED ALONG EAST MARKET Z STREET OR THE DRIVEWAY CONNECTION TO EAST JOB NO. MARKET STREET. SCALE 1 "=40' 37032 FENCE t 2. NO OVERNIGHT PARKING IS ALLOWED WITHIN THE 100 REFERENCE LINE - SEE SHEET C4.2, C5.11 C5.4 \ \ / YEAR FLOODPLAIN. 0 40' 80' SHEET NO. C4.0 -0a 3p 2 z Qp 2� 0 c � H E0 a= a o c U� Z N O �x O r0 0o Qw 2 .3 ac > 7� 75 Q U i O = w0 Ea U O 0 �� U O U O O U aL c N U� U) o O U (0 >? O N N _E L >I / 7 4 e O-Ulf lup -11ir REFERENCE LINE -SEE SHEET C4.1 24' R572' R3' a R3 (TYP.) R3' a 4 ° a PVC -1'° a a „ a a`' • ° 4 a ° 0 9 ° ° a ° a ° a 3" DOMESTIC WATER ' CLINT '~ Z G, (TYP.) RT ° °4 4 °a ° 4 CONNECTION Ff WFf L # 8„x6„ R8' 16' G 12, 5' d ° \ ° 45 ° r TEE 4� BEND ,4 HARDSCAPE .q Lie. N . ZI 6" GATE VALVE 4 'F+ R1.5' RT a ° 4 RETAINING a ° ° (SEE LANDSCAPE ' * 3/I 5/I q 9' WALL \ 1 PLANS) GG;L 18' 8" DIP „ a a ° ° ° 4 \4 kAt FHA O 6 DIP 20' \ ° a B1 9' (TYP.) 4 `� / \ S a a 5' R 1.5' o ° a RETAINING 24' / 4 g ° 4 'a ° ° BUILDING ' o E 8"x8" 9 5 ° \ a MOUNTED ,°., o WALL TEE 00 TYP a ° A 20 ACSA ° / ° 4 / 6 8"X6" ( WATERLINE ' 4 `4 ° \ 4 ° a ° J ' / FDC ' E REDUCER R5' a EASEMENTCc 4 ° a ° �° ,� _ E W Lu 8„ �,' a a 4 J 4 Q LL O U N R24' �' RETAINING °-'4 a \ J / / ' � ~ �" ' WITH HANDRAILS �� / 11.5° GATE a WALL a ° a ° ° a (EX. BLDG) \ ✓ �� 0 W v M 'VEAN SEWER G BEND VALVE ° a 4% 4 ¢ co z EASEMENT R3' 450 ° a ° / ' w N — L O *y R48° 4 \ 4" PVC a > o N 86, 398 PLAT) O RIVANNA TRAIL 18, BEND a RETAINING W SANITARY SEWER W N a U Z 45° a WITH SAFE a �° / z ,� � p BEND �- 4° 4 \ CONNECTION .� U Z O 4 ° RAILING a / \ ° / (SEE ARCH/MEP PLANS) Q w Q 4' a °° 4° 4 �/ /4 ' 9 STORY bmlc r o a " o I W > PEDESTRIAN BRIDGE INSET / R368' / 24 / / °\\ BUILDING HARDSCAPE _ o W u- SCALE: 1" = 20' 36 7" RISER 4 4 a �n p Z 1 9' / W/BASEMENT (SEE LANDSCAPE a O FFE = 326.25 PLANS o rn O � � 9 TYP. ) ,I (TYP.) 18 ( HANDRAI S a ° ° / /� \ BFE = 314.20 E N w O O W a 4 4 4-j �• NO PARKING P M � U 4 / `\ ° 4 \ FIRE LANE SIGN 00 -j uj j Q J' °, a a° ° \ BUILDING (3) REMOVA U C)� p z a CONNECTOR BOLLARDS z U O W a RETAINING 'a ° (BY OTHERS) Q U SEWER MANHOLE ° WALL DING 90 TOP = 358.99 / BEND CL CHANNEL INV = 355.38 RETAINING WALL / OFFICE \ ° 22.5° O a OW a Q 4 (EX. BLDG) \,� 4 / \ BEND , , , Q. 'c�c 13 14 BICYCLE \ o � � Q j 90 / 8' -� ° PARKING SPACES °� llv\ V A z G ° a NO PARKING FIRE LANE SIGN / o 00 °o \ BEND I ° \ Lu > w C-)o N o \� 4 8 \ KNOX BOX. FINAL LOCATION TO BE 6" GATE VALVE APPROVED BY FIRE MARSHAL'S OFFICE \ 1 v \ RAMP a \ \ SEAT WALL ELEVATED STEEL \ z p 16' 5' CURB TRANSITION DECK PRIVATE O DATE "DOMINION" �V , / V 20' ACSA R4' �'� �'C 4 ° ° (BY OTHERS) FHA / > UTILITYO �� / WATERLINE ° (3) 6 RISERS \ \ 12/4/17 BOX / 9 RT a Q a WITH 9 STORY RICK / D =p R3 EASEMENT 10 (TYP./ °' ° 4 ° HANDRAIL BUILDING HANDRAIL STEEL STAIR WITH ,� D DRAWN BY FHA O° ° 4'° SEAT WALL ( FFE = 326.25 A. ALLISON E 24' 8" DIP Up . ° ' � = 394.20 BY OTHERS TYP) \ D O / R3 ( a ° 5' CURB TRANSITION DESIGNED BY I °a \ / 18 900 \ / �� 4 ° ` O BEND �/ R4' ° a° ° °� 20' ACSA ' 0 C. SHIFFLETT WATERLINE 6" GATE • CHECKED BY O oo � I 24' 7O R3 / 0 I I g� 6" GATE R4� / ° a ° EASEMENT VALVE a ° (3) 6" RISERS WITH HANDRAIL D M 1 • C. KOTARSKI R3 18 VALVE a ° NO PARKING FIRE 19 / g 18' RT C'C LANE SIGN (TYP.) 6" DIP 24' D O ' SCALE / 11 (TYP.) X9 8' 25 4 4 CHECK VALVE WITH ASSOC. / 0 U • 1/- 20/ 0 (TYP.) 0. 6 \ BYPASS. CONTRACTOR TO G G a SUBMIT DRAWINGS TO W • ® RT q, 18' 8" _1 ° \ A.C.S.A. FOR REVIEW. / �0 W ' • 18, o 9 i ADA 4 0 , (TYP.) / 10 PARKING \ 1 (3) 6„ RISERS / 0 SIGNS a -G-12 \ Q WITH HANDRAIL p 0 24' 4' cQ% CG, GCS ca D OOO o Lu w ' a R95 Gp 6 � �' , - � �/ z x9l R3 0 ' R3 a \ \ / � IL < R155' R5' (TYP.) 18, 18 U� '5 8' R4, 6, a C SSWAL 0 O� W J 0 � I RETAINING R5 z � 6' C 6 0 RT (TYP.) 9' @ © RT R25 ° 4 R3 p J 18' ' 8' 8' 8" GAT I (TYP.) R5' U%L 18' 9' (TYP.) 90° VALVE, ND Q D W ' _ ' R5' R10' R3' C'C G END OF A. RSHIP 8 X6 45° BEND FA O �O U z ® 6 EDUCER () DO z ' w p RETAINING G;L CG6 �' 24' ° T WIDE GRAVEL 00 \ WALL G R4.5 x9l 9 (TYP.) DIAPHRAGM Q 00 CONC. WHEEL / NOGN (KING PARKIN22 R5, R10, G (TYP.) R5' O R49' OO� / STOP (TYP.) LWL 6, �0 W 0 24' RWSA LP GG'L R4.5' g, 18 ° 18' 4° (3) 6" RISERS a PAVERS PERMANENT �` (TYP.) R5' ° (SEE LANDSCAPE Q ACCESS O PLANS) UJ > EASEMENT I R5' C, R4.5' ° 16' ca ° STONE CHEEK } ♦ NO PARKING 24 G 6 R4.5' 9' (TYP.) RT Gp RETAINING WALL z z "NO PARKING - SIGN (TYP.) ° RAIN GARDEN Q DO NOT / ♦ 9' (TYP.) R4.5' :L 18 HARDSCAPE o (SEE LANDSCAPE J BLOCK SIGN �� vU O (SEE LANDSCAP a PLANS) Q w �.. ON GATE ♦ ♦ CG 5 0 9' (TYP.) PLANS) ° O 00 - W 2 18' R4.5' \ ° o ui lm� " I � ♦ 19 24' 91 .♦ 18, . \\ Cc 2 x\ \ 24' / a Q Q _ / CHANNEL ACTING BIKE / z w CG / RAIL. PROVIDE a ° a a 6 5FT LP ADEQUATE CLEARANCE. G DING 1� / SCALE 1"=20' Ln Q 18' / / (11) 7" RISERS 1 NOR o o O (TYP.) R2.2' / / WITH HANDRAILS ° / o 0 20' 40' \ Gp METAL / 10 BICYCLE / RT BUILDING \ \/ PARKING SPACES W CG-7 PLAY AREA TO CONTAIN THE o (n FOLLOWING: z ONE (1) SWING (FOUR (4) SE o 1 6' ONE (1) SLIDE PEDESTRIAN BRIDGE o W TWO (2) CLIMBERS (SEE STRUCTURAL Ur ONE (1) BUCKABOUT OR WHIR DRAWINGS TWO (2) BENCHES ) O V� BOULDER (TYP.) SEE LANDSCAPE PLAN ♦ O z 1 ♦ Q Nib \ � 1 ° co LU \x\ ° / Q' R:3 p w OD W ♦ / 'W^ ♦ /1 H� z w J O O JOB NO. 37032 SHEET NO. END OF o o C4.2 L i N MAIM — // PEDESTRIAN BRIDGE // / 7 SLOPES (TYP.) ) _ - �,L.TH* REFERENCE LINE - SEE SHEET C5.0 - �' ° (SEE STRUCTURAL DRAWINGS) / / / o , _ , _ 194 °4 "/ 4 � /. 4 ImAb _ _ _ _ 187 / / i ' / / nj- i 4 ° 4 ° i4 °1 ' CLINT �T r � # ° 33 . Lie. N . �L4M90 4K 0 100 YR FEMA '� / � �� / / / ' � � 6 � # FLOOD PLAIN ° ° 1 162 4 ° � A � i / * f, 5/15A / MOORES CREEK / / / / /�� \ / / I 3�0 a 163 165 ` 1 7' +� i RIPRAP 166 REFER TO PEDESTRIAN 0 ' ' / I I �` / - ° \ _ o o / o I 2� / cP, I\ �� % ° 4 4 6" TRENCH DRAI \ 4 J \ BRIDGE PLAN SHEETS / / 0� , a I �' I , / 34g ° �' 159 (SEE LANDSCAPE \ � � 1 ' LIMITS OF ' ' �3 / a° PLANS) \ ° Q 4 4 \ ' 0 0 SURVEY �� / / / �� �� i / i / / 186 / 193 4 ° 59 ° / \ ° ��� 4 4 / U) o� //� / / '4�60 / Q ° w ai E Z FEMA / ' / // 330, ' ,' , a a �4 ' 8 \ 4 /� FLOODWAY �` , / / / / / / / 85 / / / a Lu LL o 3 O 'VEAN $EWER / / / �_ ° 4 .10, O '� 100, I / o oo` ' W M EA EMENT/ f ° ° 4° / n ' a.jvu�; p Z rs�2) \ w 86, 8 PLAT / ' �� ca / � o rn ,� RIVADIN'A TR9�IL I .'�,' /� /' /' / / / ' "�� ° _ ° ° 1 \ C�7 W t o Z I \ 4 z H °' � C O Lu / I / / / / / I 4 r ,l a q �/ /4 9 STORY BRICK ° o a W > PEDESTRIAN BRIDGE INSET- ,' /' / \ ' I P57 / °�\ BUILDING ; ko o �' w -- / 4 ° W/BASEMENT = ¢ U? I' p SCALE: 1" = 20' / / 1 / 183 338 ' ° / / 4 4\ "' cn O Z / / / FFE = 326.25 m O W // / 46 h ° 6" TRENCH DRAIN �� ° '� FD10 BFE _ ��� �n ° ° w O O Q (SEE LANDSCAPE �° FD12 a 4 �� a 4 STORM DRAINAGE TO RUN •' O W �56 LANS) A, FQ11 BENEATH CONNECTOR SLAB & �� � Q z 30 \ ° ° ° 4 4 ° ° FOOTINGS. CONTRACTOR TO �� U p W ��° ° VERIFY CROSSING PRIOR TO ` Q v INSTALLATION. �� ' vi OI- a a Z 32$ 4 155 q \ 6" HDPE TO CONNECT` M Q o Q DOWNSPOUT TO O W W W Q 154 3 a 4 NYLOPLAST BASIN = j j j Q. 4 \ 4 4 6" HDPE TO CONNECT FD9 / / DOWNSPOUT TO Q� RD4 O � � � j 100 YR FEMA NYLOPLAST BASIN 8 e _ PROPOSED 100-YR �� - - FLOOD PLAIN ��� ,S� ' o °p °o 181Lu FLOODPLAIN ° ° TIE TO 8" RD3 129 w w N N N N 4 \\ I \ o ROOF FD1 = a ° LEADER / FD2 a o 344 \ , ° 4 \ _ Q FD3 � z oo ti M �� "DOMINIONav/ / 'b \\ \\ 4 Q 4 / 7 �.�o > � / 4 / / \ � DATE UTILITY/ \I I STORY BRICK / D6 / o12/4/17 BOX ,oho � \ \\ I I � 4 '� ° 4 ° 4\ BUILDING � S\ DRAWN BY GRAVEL / , \ \ \ W/BASEMENT � D ���0 152 ° �� \\ ° FFE = 326.25 �� A. ALLISON °� J = 314.20 DESIGNED BY 178 ' \ \ \ ° 4 4 ° 4 4 6" HDPE TO CONNECT 1p \ / • DOWNSPOUT TO C. SHIFFLETT TIE TO 10 • 4- 4 J 4° STRUCTURE 146 ROOF LEADER �� F 5 ' CHECKED BY 4 \ INV. = 320.56 .� 131 / • / I a 146 4 ° 4 // FD4 OO� N 1 • C. KOTARSKI 4 / � Lo SCALE / 342 150 4° 4 / /' D �Al OQ U • 1 " = 20' 177 5 \ ° -3 AV RD2� ' / DOO / ' ' w _ _ \ � Ill 1 144� 4 � Xo � — �� I ^fib ° ' `\ � / ,° 1 � • / / s\ p 0 / ' /' / � �r 149 ° \ // � 132 D OO / / '/' w 1 ol 10, U) IL < ----------- Lu GRAVE] / \\ \\ % 133 M O/� 6NV. UT= w' J 4 / 180 / v'� \ \ ' ' L FEMA Lu ' 17 138 ryo 37 O� / FLOODWAY U L / PAVED ' / w D� / P POSED 00-YR OD / / 1 z / � I ° I \ 139 p ° a 0� / / / // / LLJ 1 uj / LOODPLAIN \ ' MANAGED � SLOPES w ^^ z / / / / M / 147 / / ti 4 g 4 >O / / / / , / W J • x �� ' moo ° 3�6 SWALE I Q �n I M _ 140 ° 313 135 / ' �� 0 / � V r / ° \ 136 / 4 ° I / 6' A DIAMETER / / / / / / w y / M a // �// / DIVE STONE / / /' Q / /Dl HRAGM. 18" / / / PAVED /� _ � / � � ° / PyP 0 w Lu 148 L / / , � 4 /0 / RIPRAP REFER TO PEDESTRIAN BRIDGE PLAN SHEETS - - B IL NG \ / I / / / / / / a° / Q z °// /, /� / / SCALE1"=20' /uj / , / / C5.0 / O C5.2 SEE PEDESTRIAN BRIDGE INSET \ � `� Q \ \ �� /,' 111 � � ■� � � � � � � � ■� / i Q FEM FLO DV�V/,�Y y \\ \ \ \x\ C5.1 _ h \ \\ \9 r \ JOB NO. 10 b b b b b o p�'Jr o \ / /o// // / 1 / / RIPRAP o 0 37032 REFER TO PEDESTRIAN 0 �co' BRIDGE PLAN SHEETS SHEET NO. 0 L m a c m U) a E T Q a N rn 0 LP M 0 a 0 0 a 3 a O F- O a U) 0 z P. 'jo, 351 M M mm� ONXI o""!"" mkN!m, M ll!!!IIIIm 02" TRIAN BRIDGE / _ ( ) _� / - - _ TW 342.00 2� //° 326.40 pREFERENCE LINE SEE SHEET C5.3 SLOPES TYP. I - - TW 332.00 TW'328 70 J XX' RUCTURAL DRAWINGS) ' °BW 338.00 / BW 328.50 a 44 ,-326.30/TC 326.50 °BW 326.7°0 j350.14 R TWa328.7Q ° # °3�/BW 3,26.70 a ° BS 326.49 4 ° j 7" v-i 332.00 a 4 S '�FL//349.63 / ' TW 352.00 -BW 326.304325.91 ° 100 YR FEMA '` / / �/ / / 36 326.30 '4 • •q Lie. P . S4180 AFLOOD PLAIN 6,, / / ' 349.50 3 �°/ / -,C° ` / ��z f' // / '3�o TW 350.00 ° -° / \ 4 1 I w �: / o o / / / �� \ I ' BW 344.00 4 325.80 °' ' �r•� #o!. A L�• RIPRAP / , I / I -c� / 3 / ° \ 326.20 REFER TO PEDESTRIAN o o o 1324.9 I 2� / T 348. 6 1\ /�� - 349�6 ° q ° 4� / 4 6" TRENCH DRAI \ \ 4 326.10 326.10 ' BRIDGE PLAN SHEETS / �/ , a I - I / , / 348 °' (SEE LANDSCAPE 9 \ 325.91 �� 1 / T 352 84 , / 4 p a \ LIMITS OF / / - ) /co E / TS 328.27 r / / ' 4 ° P 326.30 9 \ \ ° ' ` ° 1 rn U SURVEY � � �� � � / B 34 .76 ° / / / / TC 4 a N 6 �� o BS 32535 , / i / / 349.62 347 95 4 ° % ° 4 TW 332.22 6' 326.26 N c X308.8 0 0 / // , / / / 3 / / TW 338.00 °4\ / BW 326.22 6'p ° � ¢ o , 8 / BW 338.00 r'' a ' > E TS 325.35 / / / 4 a ° 4 TW 332.00 ° 325.95 = °' W // // / / FEMA / ' / / // / �33/ 347.72 a BW 326.00 a �4 ° a� 324.00 X FLOODWAY �' . / 20.6 / , / , ' / // 4-'� V � / � TW319.12 � o� BS 322.43 �' , /' / EAN EWER / ° `J�' / ° 4 4 \ W 326.17 OQ1 BW 316.79 W M "' TC 347.94 / TW 347.55 3 / p4 / � ° � ` ° ', a ° 326.30 1 BW 323.84 a � J U co z � EAySEMENT I TC 346.80 BW 345.0 D lb ° f u ' w J - Lr, O ,y PLAT f ° ° TW 323.82 ° > CD N H O RIVADIN'A TRAIL I / � / , // / / /� / / TC 4 .18 pp BW 321.49 C7 W N a U Z TW 321.47 O / / I I \ ° 1 z H y_ M � C) / �- 4 347.0 ° 326.20 ` /' 325.95 ¢ w Q Ln , � / SEE ARCH. PLANS FOR W 319.14 � O � cn � TC 27.29 TW 346.10 4 ° I I 47. i / o x / a 4 \ FINAL SLAB GRADING 1 STORYBRICK TS 325.79 a� " , 'b / BW 338.20 TS 347810 TW 350.00 4 ° 4 / 4 1 o a W PEDESTRIAN BRID E INSET' / 0 ' // \ BW 344.00 LP 325.91 / BUILDING ° o �, C, ' / , ° 326.30 4 ° W/BASEMENT = ¢' "? ~ Uzi O SCALE: 1" - 20' / / 338 / 4 4\ u1 (n O Z 46 / FFE = 326.25 0 o m O W � / / = BS 333.10 4 / BS 323.29 / � ^� > O O W ° 4 6"TRENCH DRAIN 4 ° '� BFE= ��� �n w TS 333.05 a �° 4 4 -�� � TS 323.2 � M oC � z U .10 SEE LANDSCAPE -9 Q -14 • a O W ( '� STORM DRAINAGE TO RUN W U TW 354.39 4 �° '� PLANS) \ ° BENEATH CONNECTOR SLAB & BS 321.23 0 o w Q Z BW 346.00 • \ 40. 4 4 TS 321.17 t° ~ O Z FOOTINGS. CONTRACTOR TO BS 321.1 c W U O W 4 VERIFY CROSSING PRIOR TO o c Q U z TS 319.11 - - � O INSTALLATION. BS 317.11 TS 317.17 1 vi O W W Z LP 325.91 6" HDPE TO CONNECT BS 315.17` ' � °BS,26.15° 4 WWWQ DOWNSPOUT TO O ° NYLOPLAST BASIN TC 27. \ \ 4 ° 4 6" HDPE TO CONNECT \ \ 4 326.25 � DOWNSPOUT TO / TC 314.80 O W W W TW 33 34 \ \ ° ,/ � BW 333.3 \ \ 4 \ 4 4 , 4 NYLOPLAST BASIN 326.19 100 YR FEMA = �* 314.00 00 PROPOSED 100-YR �� - FLOOD PLAIN ��� S� 0 00 °o Lu s °TIE TO8" p > w ooNo o ° \ 1 4 ♦ 326.19 0 ° ROOF 1O i 4\ \ I 0 LEADER U 0 o 344 \ \\ \\ 326.07 J 4 \ \ 6. / O 00 1 ° \ ' % TC315.72 ~ ��326.10 � > "DOMINION" / �/ •, \ \ ° ° D > DATE UTILITY / �� / p ' / / \ \ 326. ° BS 324.48 1 STORY BRICK / \ / 0 12/4/17 / D O /GRAVEL j / / BW®.40 cfl \ \\ I a ° 4' ° a ° 4 _, TS 325.98 BUILDING ,� DRAWN BY ° W/BASEMENT 3 5 p 327.69 \ \ 325.25 4 ° 4 326.03//�" FFE = 326.25 � �D A. ALLISON RETAINING WALL �° \ 325.13 4 ° �",\BFE = 314.20 WITH SAFETY RAIL / , \ \ � TC 325.07 4 ° 324.46 � 326.18 O 6" HDPE TO CONNECT \ • DESIGNED BY / / \ \ !•� TC 324.48 \ �7 DOWNSPOUT TO Q 316.15 / D rD C. SHIFFLETT TC EP 323.98 J ° r' TIE TO 10" • \ l� 324 29 '° 4,= � ° \ •w, STRUCTURE 146 '� / , D 325.9a TC 324. 4 tC 324.41 INV. = 320.56 ROOF LEADER / D rD ' • CHECKED BY 323.79 R 324.47 ° EP 324.41 \ p� 4 \ 326.16 / Dr O� ' • C. KOTARSKI TC 324.35°Lo / y / TC 324.23 \ 32A 'EP°324.3,,55 Q� / / � D OO TC 324.29 TS 325.14 / 342 EP 324.23 EP 323.79 1 �� / D Al OOO / ' • SCALE BS 323.64 / • 1" = 20' TC 324.68 - ;p p Q� �6 323.62 1 TC 324 o �' 4 EP 324.11 \ ° 323.5 Ap� D / / / Lll 1 TC 325.22 \ 1° b 0 / o/o / ° I4 \ Q X o b TC 323.6 p TW 325.98 a Q / D 4�/ r / / / U) 1 / - v�� \ P 323.18 BW 323.52 4 \° TS 321.07 p- \-- ° �\ BS319.57 p D OO /// / / w' (� _ rD w z ` \ `�' 4 D / / ' / c -----� /I I TC340.90 v � \ � � / / / TC 324.05 p' \ C 318.22 rr O / / 24" CL Y P I z GRAVEL , TW 33 0 EP 323.55 I \ `� ----------- / I / \ W336.0 / TC324.11 ° 4 I \ M \ Drr OO / / / IPJV. UT= w' Q -- \ TC / 11 i \ EP 324.11 % \ / \ D rr 0 / / / z J \� TC 341.04 \ \ 336.16 �'� \ \ \ / i ° 4 EP / /' / / / J ' 0- , i / \ \ TC 340.76 / U1 \ 1 \ 316.65 D / / / FEMA j W 0 TW 347.441 cP ` ��� \\ 1 Q ryp rr O� / j FLOODWAY U ' z co 3 BW 344 / Q M ' TS 317.8 D PAVED D� / BS 316.3 OOO / / z O o Lt.g / ° P POSED 00-YR` \ \ ° 4 / / / / I ui = Q TC 334.74 LOODPLAIN I \ TS 320.40 D r 0 / /// / MANAGED / = ' T 339.83 \ / I I \ BS 318.90 4 ° OO ° ° ; / SLOPES / / ' O o cb � � ,/ � / o O EP / / (TYP.) � a GP r �� � 3 10 / / D / ) T 31.63 p�ti 321.00 4° TS 318.80 3�$ O w O TC 337.52 �0 ° \ 320.75 SWALE / 1 J Q o I'CO TC 6' J ° TS 3 3 r ° / / / / 3� / ( � M 330 32 - / 317.20 1 3 ,10/ / / �� / / / v U) Z m / v // ♦ � ,/ �° - - � � � BS317.30 WEI / � ,6",A .'DIAMETER 0 / / Lu � � Q 3 3.05� M - i' a // �// / I�IVESTONE / / / Q o ° 315. / /DI,�HRAGM. 18" w PAVED / ° I / / / / 0 1 , - - ♦ / 323.89 O o / / / / / EPTH. / 0cv 3 \ TC 329.7 \ // BS 4 / / //, / / o d / TC 336.76 d' / Q 315.70 4 ° 315.60 / / / / ♦ rb ° 4 4 TS 322.35 ° BS 322. 5 / / / / / / Q 2' z / fS 322.34 ,��0 4 / / / / o p BS 315.44 0 o /0 / // RIPRAP / / // // // 0 323.60 ° °�� / REFER TO PEDESTRIAN SEE LANDSCAPE PLANS % / BRIDGE PLAN SHEETS _ ♦ _ o L ___p� / FOR ADDITIONAL ROCK - - B IL NG \ WALL INFORMATION. / / / / / / 5 a o TC 329.57 / / �� / I TS 328.27 0 / / / / / / / / / / / Q ` o a / / z 0 3 _ _ \ ♦ I / a N a / / / / //// z O a // SCALE1"=20' / w maxi ° \ ♦ ♦ TC 329.07 �� Q \ / / / , / / �/ / / o w ` \ 1 0 \ // 0 20' 40' r C5.3 CL _ / / / SEE PEDESTRIAN BRIDGE INSET >Y C5.5 x - - �fC 330.00 `L / O \ / / L Q \ \ / // / / aZo xi o ♦ �o / / / ° t 91 / FEM / J / �' C FLO DftY / D o / ° / / 0 0 \\\ \ k ♦ ♦ \ 4 I / / // �/ / / /// / / E m / o 6 \ \ ° \ C5.4 p�-__ _ k 0 �-0 / ° 1 / / / / / / / / / / f0 \ \ \\ \ k per, p p°� /////// / 1 / / // // / / o // JOB No. o �0 b b )ob b b b R° p �' / / /o / / L \ - - _ _ / / , 1 RIPRAP 37032 ' REFER TO PEDESTRIAN ' � U -0 Q _ - Q o \ � o / � � SHEET NO. n o ♦ /I / / / / / / �/ ' BRIDGE PLAN SHEETS ° C5.4 L