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SDP201800012 Plan - Approved 2019-03-15 (2)
WOOLEN MILLS REDEVELOPMENT NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA 23117 (540) 967-1499 RIVANNA RIVER PROJ. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT : 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE ' PROPOSED USE: 85,396 SF OFFICE SPACE > 12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP) REQUIRED PARKING PER ORDINANCE: < OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES < RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SPACES < TOTAL = 585 SPACES > 20% REDUCTION PARKING MODIFICATION = 585 X 20% = 468 SPACES < TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES < PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED SPACES TO BE WAIVED PER FORMAL < WAIVER REQUEST) ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES ACSA NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY ACSA DURING THE PRE -CONSTRUCTION MEETING. FINAL SITE PLAN - SDP-2017-76 COUNTY OF ALBEMARLE, VIRGINIA I 12/4/2017 Riv�e�rbend as i:,ond°rmnrums� s° _ �� :, o fi kit���tsbria9ec° Ch r saQea,� q„ P� NtS�U PAN � Christ Community, e F rho Church ' Harry A Wright's fM$f"r �hP Sa�Ha� Rrverwe" FSt pork Y Woolen Mills ' -'4„ 1 SeliStorage SITE na LOCATION Ca'r r105 �, A '�lJp�BRa� k�aCy; �l�Ur le . to ♦• yyi Fti�c Rivanna Water 8 w Sewer Authority - v �o rile_ VICINITY MAP 1" =1000' DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 REZONING APPROVAL, CONDITIONS & PROFFERS C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C1.4 NOTES AND DETAILS C1.5 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING VEGETATION C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 SHEET INDEX C4.1 SITE PLAN C4.2 SITE PLAN C4.3 SITE PLAN C5.0 GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER SUMMARY PLAN C6.2 STREAM BUFFER MITIGATION SUMMARY C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER PROFILES C7.3 SANITARY SEWER AND WATERLINE PROFILES 7.3pIT YllE D W T N P O IL S C7.5 STORM SEWER PROFILES S .0 A I G L O A I S2.0 SOLDIER PILE RETAINING WALL DETAILS L1.00 PRELIMINARY LANDSCAPE PLAN L1.01 MITIGATION PLAN L1.02 MITIGATION PLAN PLANT SCHEDULE AND NOTES L5.00 PRELIMINARY SITE LIGHTING PHOTOMETRIC PLAN L5.01 PRELIMINARY SITE LIGHTING FIXTURE PRODUCT DATA NUMBER OF SHEETS = 40 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD RESTAURANT: 50 GPD/SEAT = 140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 28,349 GPD AVERAGE HOUR: 28,349 / 24 = 1,181.2 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 1,181.2 X 3 = 3,543.6 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE/RETAIL: 85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 28,349 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE M E O � CJ N � N = Q 0 > E LU E W Q LL o aL L WO M,4 11� 1U M a-JUo0 LLJ J - Sri N Cl-� p N (� LU N O �~ 3x o Q : _ Lno a � - ,_ � rn 4 N � M a � CO J V) O C9 D O H 0 w w_ U Q Z O D O W O z Z a O � z U z O w Q O W 7-Z LL O 1.2 W W c~i� 4Z�0 w U W � W O � Q Z W Q U W C') W W W W W Q CL W W W U) ct� ct� ct� 00 00 00 M 1 " ,~ O 00+-I�M DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A z ^J z Uj ^� CL 0 a LU LL z W w O > w LO LJ a w m J Q J J z W J N JOB NO. 37032 SHEET NO. C0.0 3 �a �Z:) L)0 o ,_ 0 2 z 00 22 o c � E o �a) (TS � a o 0 C9 `� ZCID N 0 � o- g x o 0 o 2 CL 0) �N U C:N O O U w 2 �N �o r/7 U C 0 E U � -0 a I6 U N 0 w ,o � U a i CO coC: N o � U � O m -a w m o �' L 0 co U) >. E m T CL 0 N rn 0 N M 0 0 d O 0- 3 O Lu 0 0 66 \` \\\ 1 \\\`` NOTES: \ ` ! I 1 \ \\\ \ \ \ \ \ \ 1 LEGEND: 1. RWSA SHALL BE CONTACTED AT LEAST THREE BUSINESS DAYS IN ADVANCE OF ANY WORKS ON RWSA PROPERTY. \ \\ \` REMOVE CONCRETE 2. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE RWSA SITE IS SECURE THROUGHOUT ° CONSTRUCTION. THIS INCLUDES SECURING GATES OUTSIDE HOURS OF CONSTRUCTION, TEMPORARY FENCING AS \ \ \` \ \ I I� \\\ REQUIRED, ETC. \ \ `\�\ `\\ I \ \\\ `� \ \ / op ; I \ \ \ \\ I I I I 1111 ® REMOVE RAISED CONCRETE 3. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING SANITARY SEWER LINES PRIOR TO THE START\\ I II °�I \ \ \ I I I I 1 OF CONSTRUCTION. THE DESIGN ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCY BETWEEN SURVEY DATA AND \ \ ` ` ` �► \ \ \ \ \ I I I 1 ,\ REMOVE ASPHALT FIELD CONDITIONS. \ \ \ \ \l , \ \ \ \\ \ \ I II I I I \ 4. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. `\ \ \ \ �� \ ` \�o\ \ I I I 1 \ 5. THE CONTRACTOR SHALL COORDINATE WITH RSWA AND ACSA STAFF PRIOR TO THE ABANDONMENT/REMOVAL OF ANY \ \ \ \ \ ` oVi \ \ \ � \ 0` \ // I I I 1 \ / El ASPHALT TO BE MILLED SANITARY SEWER STRUCTURE AND PIPES AS NOTED ON THIS SHEET. `\ \ \\ \ \� \ \ � o \ I I \ a I \ =1 1\ \` \ \ \ I ° I I I ` \ • k`,`# REMOVE GRAVEL PORTION OF REMOVE PORTION OF EASEMENT TO BE SANITARY PIPE. �Q' �O �\ ADJUSTED REFER TO SHEET C4.2 G \ \ ` \ ` \ \ \ ` \ ° \ ` I P REMOVE BUILDING END OF STATE �Q`/\Q' `\\ \, \\\\\\\\\\\\\\\\\`\ �\, oo 1\ -1vo \ \ e \ MAINTENANCE SIGN \ \ \ \ \ \\ \\ \\� \`\ \\\`\ \\ ` \ \�' \ \ ° ` SAWCUT WOOLENMLS - 3 2 \` \` \ \ \ \\ \\ \\ \` \\ ` \\ \ \ �-9 a \\ / �? -d 0 Jj REMOVE TREE APPROX. SANITARY SEWER MH ELECTRIC SERVICE TO BE F ST LOCATION 8" TOP = 376.49 \ \ \ \ \\ \\ \\\ \ \CONCRETE WATERLINE INV /N W - 368.45 RELOCATED UNDERGROUND \ \ �\\ \ \ \ \� \ \\\\ \ \\ \ \\ \ \ \ �'>� p a � \ ,I�0 �(, /// ` � ---- SAW CUT ( )= \ \\ \ \ \\\ \\\ \ \ \ \ �` to L''� / / INV /N (E) = 364.86 ELECTRIC SERVICE TO BE MILE\` \ �',�\ \\ \ \ \` \ `\\ \` \\\ `\\`\\ \\ �� o _ II I Y , , / \ ��///� ,,�8 / INV OUT=3Fi .95 /' RELOCATED UNDERGROUND MARKER, �' \ ` \ \ \ \ ` \` \\ \ \ I , /§i / 8"/2 \ REMOVE SANITARY SEWER \\\ / 1 \ /� 'o a -_ - m A� ` \ REMOVE r \/ \ \ \\ \ \ \\ \ \\ \\ \ \\\\\ \\\ I �� I -9L o ,+ , �- ; \ / / MANHOLE \ \ \ \ \ \ \ \ �` �1 II •i \PORTION/Of / / / / \ \ \ \ \ \ �� \\ \\\ \\ I \ 91G /\� \\ 12"CULVERT \\ \ \\\ \\ \�\\\\ \\ \\�X\ \`\\\ \ \�� �'/'] �3f_q I \ y�`; ° Y \ \\ �,tiU 11� SSWRMH \ o �� / / / � 1 T SANITARY SEWER MH J / / \( W2 �4� o \ \ \ TURN TOP = 321.72 \ / , / / _ - , PORTION OF - - I / // \ ` \ Q �3\PLAT) INV. lN= 315.60 \ \ I° l RIP R _ _ _ / \ \ o \ I o \ / l DI - // /�/ �EMOVE - \ _ _ - _ _ - �` \ I INV. = 358.66. SEWER EASEMENT / I / / \ \ \ \ \ INV. OUT - 315.59 \ \ o VVOOLENIMLS 3 1/j/ /// - R - - - - — - - -'"- / / ` TO BE ADJUSTED / 12 FIRE LAN / �/ \gyp \ `` 25'R.0.W. SAWCUT / / / ''j, _ _ - - r-KHIVIE --B.-339-114 & / / _ yo \ \\ D.B. 339-114 & o \ \ `<- " \ \ \ ° SAN17AR� SEWER H �c% l / % ' - - - - - / ' - BUILD7NC, � / �cs� _ \ \ ( D.B. 338-305 PLAT) - / / \ D.B. 338-305 PLAT) \ \ \ \ \ p _ , / _ ENCROACHES — / lN�/ lM= 35¢.66/ SIGN / //// - \ — _ - - - - - - POWERREMOV1.7 - - - - / , _ _ - -� _ \ \`\ �PJ;' 1 \\ • \ GN\ \ \ `�\\ INV. IN = 35 .62 // / - - _ - _ - _ REMOVE POWER , - , _ - � ` \ ` \ �i 1 ° \ \ \ : \ \ \ \ lNV OUi� = 35 58� I - - - / / / - _ - - , - - POLE , - - - -- POLE _ _i _ _C. JQ/t - cc /' V FENCE ` \\�\\�\\�\� \ A - % \ \ • \\\ \ \ \ \ \ O \ REMOVE'`,,� \ \ \ \ ' \ / / / / /'=L i Pf1'EFOt7/ITB ` _ - I / ED EOM I / ASPHALT- - - � // / // / / � _ _ _ _ - _ _ O ' - - - - - � - ' � c - -BUILt�l1d ` ' - REMOVE \ / � EASL�MENT �(� \ FNC� 1 I PAVE=`MENT - 'ACSA SA�/// / ///� / i_ �„ - - - _ _ _ _ _ - - 2.B-SvO _ - /' POWER\@@ \ \ \ \ t7" -�- OHP _F�EbIOYE E/ �VIRG� h\4 PUBLEWFRSEME /////- - - - - -_ C. PAD /POLES / 1MH\ RVICEL�'OMPANY \` \ \ `\l1&TAZEPO/ z3/// //� / /// / - _ _ - rGA N 8-527\ \\ hN kN� E a \ \\ \I�I 4TS\ \� I �LiB. 1579-233' �_ _ _ _ I , � - � I FRAME BUILDING\` \`\ \yi100B�a\ I �PLAT / // /% �� / / _ REMOVE-PE)RTION- - \ TR \ I I / A REMOVE ' _mil, // �% /%//W OF SA1NtTA�RY PiRE - r / _ ENCana�NES 1.6_ _ \ \ \ \` \ Q / ASPHALT / / // / // / // / // / / // / / //// /% / // / / / - - O O \ \\ < o �� A�'l \p\20'PER ANE T I I 12,//////////// // / - \ ti \ I ,� \ \ \\ \�\\ \ \\ rVl Il1l ///////// //// ///�/'// / //// ///1 L�/////�(// // V ti � �`., � \ \ \\ \ \\ o, \ I '�':`, \ \ \\ PAVEMENT l�l/ / / _ \ \ \� \ \ \ E E • T \ E `'' �C/// j//�/ j//�/�////�////1//�/% //�%/�/ /fil'%/i`1""�/ /////---=LL_1_L/ //�1/ '� MOVE- - _ � \\\\\\ ` \\` -9L \�so�\ \ lV� \ ,4CCESS EAISE NT I ► : / / / // / // / // / // / // / // / / / / / / // / / _1-� / �c'� (D.B.4468-386, 398 L�1T) I I I I I /////////////////////// / _=VC \ - _ -� �\ `'� T° \ \ \\ \�\ Vl lNIAP L I 'I \ A / / / / / / l /f j/ / / / / /�LaL,/ / /// / - BETE dd/q o CO\\\ I 1 I I REMOVEI , - - ' / /�//�/ j///�/-�LLl/, I I I I ► I I I I OVERHEAD \ 6%Y%/� - - - _ - _ — = d _ _\\\\ a \ \ \ n / `R MOVE �_ � � - O \ ` \` \ \ ` ` Q� -yQ \ \ \ \\ \ ;`` - 7 \ EXIST. ROCK I I I I I POWER LINE / // //// //// / COI PAD REMOVE ` - _ -- - �� �` �\ \\ \\ f \ \ `\ \ ``'` \ \' �//�/ / \ - - �C- - 2 TORYBR/Cf _ ��\� o \ \\ \ \ \ \ BUILDING SHALL // y REMOVE ST� M CONC. WALLS .� ♦{�, �\ \ \ \ 0 \ \ REMAIN /_ - _ _ _____'%�____ BUILDING _ \ \ \ F I. I 1 ► / I 1 / //// /////MH & ASS ` \ \\ °� \ \ a E IST. 1 4�_ _ CONCRETE W41 \ Off, 'AS tT\T �\ \ \ \ \ BF D ENURES � o _ - - _ _ - ; _ - REMOVE (4) BOLLARDS _ _� 3� ,f-� \` \ // / I \��� \ `� i `\ �R'\ _ REMOVE / O \ ♦OG�\\ / / I os ; ��\\ r EXIST. BRICK \-REMOVE - _ � - - / / �/ ,. �♦� / \� � \ ��QIN�' •o \ l SANYTA Y�SEWER & / I // //// T _ _ - , / / / / _ - - p, I � \ BUILDING SHALL / WIATERLINE ASEM�NTSI l lQ I l /// // _ , _ / PROTECT EXIST. CONC. PAD // / '9 O \ \ \ \ / - ~ / �"� / / / / \ �F 'L / - / / \\ \ j \ \\ REMAIN / D.B. 342L194 2102PLAT) REMOVE ///// 0 _ - _ / _ _ BRICK BUILDING 4 STORYBRICk" REMOVE ///���/���/�//�/� ITOR/NG / / /// 35 _ - ' - r r & STAIRS INLET & // ////I\/lP //• \ \ \ \ \ j///// '// - ®�� BUILDING STORM PIPE �/ %�///// ♦� RE OVEN STOR WELL /// / / - REMOVE / // l/ // / / / il� �C /� \`�'sr\ I I I I I IWLE // / / / / , - W/BASEMENT OVERHEAD CONC. PAD FFE - 326.25 '-Y! / // /,�♦' / ♦ \ \ / / // / / REMOVE CONC. WALKWAY REMOVE ,' ', / % / /' / ♦ I / \ \ �;, \ \ / I I I I I I / // / / �'/' / /3 , // O GUTTER 1 REMOVE TO REMAIN \CONC. PAD / I / // / / O % j �/� / / / A0 / / �� BFE = 314.25 \ Y SANITARY - /y_ / ♦ /% // \ \ / REMOVE 1 STORYB /Ck / Y'Lll, SAWCUT // ///i / \ \ ♦\ I RENy / / ,\ 1 I / I / / )✓ / / / /,' \ G' SEWER REMOVE WELL BUILDIN , p / , // • } SIGI \ ° o, p i // / i/ B I I o//TSTRUCTURES CONC. PAD REMOVE BOLARD iT o °/SU tE RAIVE4N S VVER I I `\ /// / - -A W/BASEMEA I / / REMOVE s-0" REMOVE o ° /i / / // ! I / // / // TEAS n�ENT / � l / // `' /� / - \o ° / 1' / // / CONC. PAD WELL o o ° ASPHALT o o //� / // ISICfi P.�4468-886, 31 PLAT / / / / �/ l / / , - - PAVEMENT ° ` / /�/� �� SAWCUT ♦ F/�� �/O ,�.� / 9 / //� / / � _ / � REMOVE STORM INLET / /EMC�VE STOR RC / % //// r // - \ REMOVE to \ I//✓ '/� // 7 ////////�/. L/ a,J, ♦ �` , r/j / \\ D /MH & /jS�SOC. PIPS / // / 330 \ / //// //// // / / / / i1i 1 ♦ RAISED CONC. 7`'CUCcyO l I //�//' / - / ^ // �/ �/ // / // /'� Is - - - _ _ �/ / / / r / r / ///% { \ I / •;'�:_ l STORYBRICK / �o // � /� � /� � /j�// ' / � w� REIGFQVE CONC. PAVEMENT + ♦ � II�.Q / // / // / // /%� / GUTTER'---_ ASPHALT X / / ' . \ •. / BUILDING V "� // //////// //// //// /�/i - / // / / / - / / ^� ,RMOVESIGN / / / ///� ���� \ \ \ ### ,� / / / �/ / �/ / // /� /i - F2E OV ESOWER r. • ,r ,ZPT / / / / / / / /©$E - \ ♦ I EXIST. SEWER / >"' / / // '�. '\ \ \ '+;'N' �/ / / W/BASEMENT oo \ � / //// P L'ES W1%IOR,N , // //#.,'. "#�},#�#. I \ \ \ \ t}.,#''}. #. / / 9�,, / l / //// //// / /// / q�� MILLED \ /♦/ / / I . /'�` MANHOLE TO S�WE MAl1�HOL� / / +.�\. •,� •: I \ \ .,�•.,' •/ / //�/�i� FFE _326.25 0 / ///�y�/y//�' OP=358�99\#,I,},r,%/�/// / BFE-314.20 REMAIN / -/ , P / '• \\ \#t.; •,,'I /•%///' REMOVE /%/ ' �5 Cult r 355.38 / / / / lGN /i////' //� o/i///// /�/L APPROX. LOCATION OF REMOVE// // BLOCK , /_ _ /'//////// o / // y; 00 ORN \ k \ \ \ \ `' } ' •} REMOVE CONC. L// '"f / /� / / // / /� / 11Q1KAJ�C M STOORM SEWER. r���'�,\ I \\\ \\ \.#••. ASPHALT,/// 4,//// BUILDING % ////// / _ / ,APPROX. LOCATIO / , r / \ �`'\\ \ \ ,• ' • GUTTER /l/'////// / oiAlC1�DQ11$t ' / k / _ J \�.} \\\\ \r.} ::. PAVEMENT //�,/ a / /////// / / /'// _' �\�\� / EXIST. SANITARY / \\ \ \ `r / / / / / / / \ \ REMOVE // / / SEWER MANHOLE / / o / \110, 4„ 1 \ #'•; �. '* GRAVEL ROAD Q////�/ / �/ � // / / ,' ,/ `� / /�� '� —�- 4"S N,� % t:#•1 \\\\ \` ��}•.-#}}� „# + REMOVE/// / �'/'j�////r , /r/ ,/ \ . LOADING DOCK 1 STORYBRICK / / / / REMOV WVkik BUILDING ! / / % ///�/j // ASP _ �i r/ /I / k / REMOVE // // '\ '}�} \ \\ \\\ �•:'• ° ,////� / // / o P/. / // // \\ \�\ \� �I' / / \ \� W/BASEMENT / / / / PA El�bf / / / / p, �I \ 7/`/ / o l /�/ TREES / / / (�,'I AB�I�DQN\/�// FFE=326.25 0///�////�//y / r / /// / / / /� / // / // / / \\ ----- // / / / FC�F�C M N IN / / RFF = 314.20 0 / / / / / / / / PLUG PRIVATE / / / / i \ /// \ \\ / // / / / 4 FORCE MAIN r / / ' • ' ipLA / / / / / / / y o ,�/�/, \ \ \ \ \ I ///////// ' / / / / \ \ \ I //// REMOVE GAS 0 /A///////////� � / / ,/ / / REMOVtSCALeES CONC. // / // // /�`'x% APP O .L PITO �����/ PUMP &TANK o /%�/l/%//� DRANA C/ / /i/�/' / I \ \`\ �\\ /�♦ %//�/// /l/, //o1 / & EXI / , !, �'� OFE XlST \ \ �c///�/// /// ////i \ "I 41 \ \ </ / REMOVE / //// //// / B , r, / , / \ \ \ \ \ / / / l / / / SANIT RIY E �R \ \ \ / / / / / r/ / / p /••`' f4 IN �// �/ /� ASPHALT�Cl////, L • ----/ / J //// / , �, • FORC MAINT/ / / / / V 1 REM V //� //////////-/ .PAVEMENT ////Y/ ////y BL • / ,� �ii \ \ \ \ �- / REMOVE I p � /// //// //// //y / 1�,,,/ / / / / / / i / r 1 � \ _ I/ /// // \ _ , / / ., •/ GRAVEL ROAD I I I /� q// //// // / /// BC r / \ _ _ :/ , / / PAVEMEENT \ / / / / / / / / �/ / / / /r/ - - _ \� GRAVE / / / /. / /.•.> / I I I /////////// / //�// / \.� / �/ ---- //r / // °I REMOVE TREES \ � \ / / / / / / / / / \ � _ ... — _ _ o / �� I REMOVE\ \ o ///// / // / REMOV I I I /// �•� ' I ISTbRMINLET 1 0\ ��%// %%// // / _/ ,/ // \FENCE/ / \ M IGITO�?l :` •/ -� 1 I ° ��;/. //// ////////////j/POSTS / �, __------ �� `\ \ I _,-- / / / PAVED z / // / 9 /� ' / / REMOVE GRy4VE� ROAD I /• r //// //// // // // \ / / / _ - \ / — — - - - - - - - - /p / /. ., •/ / I REIY/IO E / / �`,/ / b' ///////�/�//�/�/ /, / /,r REMOV�IRE / ' /' / / _ - - - _ \ \ � \ � ' � �/ REMOVE / I / SIN I o I. �/ �,'•„ // //// /(� / / / /// HYDRANT/AND / / / / \ - - - - - _ , - - - - -' "o, °/ ///�// \ / '�•}'• /• MONITORING l / l / }' / t•• '# / //// /// / `��� 0� // PIV// / r/ �/ °- O _ - - - _� o °'_p\ - \ o 0111 o / /+ / // / // / // / // / / / O o o l o \ / / / /��/ \J �/� t• ## } / WELL / / ' / / I l /}# } }}� }+ t///�/�/// / // / �// / / , // / ° i — — — — _ _ _ \ \ /p / _ / / , • , • , • PROJECT IXIST. , /• , • . , • . ' . / / / / / 11 / _ o _ _ PAVED #} 1 / / ,IVFE AL Il1LDIP�G / / of ./ S GNP/ 6} #• :, //� ° / / / / / 'o — o \ - - - O/ // / / //x / + + +� # + +� + / // /// / / O \ a \ \ / / / 1 REMOVE TREES / / / / / / / / t x + # + + / / / / / SANITARY SEWER EASEMENT _ ti / / /•. f �q y,• +. �. •• / �'��fC PIPE // / / / / _ _ - - _ - \ O _ _ - o / / (D. B. 617 96, 98 PLAT) J / BUIL[hl G • . ' • " • `' • . ' t ' • . / ° / / / / / r , /, a/, / / / ' — — \ - - - _ / / / / / / / / TO BE ABANDONED ONCE NEW — - ,li / / / / I / / / / • • • ; * • } • ; • ; ` • '/ / // �. / / / / / / p / / _ — / \ _ _ \ _ _ _ _ _ _ _ / / / / / , / PROJECT IS COMPLETE _ - 1 I q 1 �// //r / / / , / /p //r 7/ / REMOVE / REMQV / ASPHALT ��U OfILAPIDA ED ///// .�.'• �.".�� }.• / / / / / // / / / / ,-- ----- -- \-------__ (SEED. B. 4468-386) / / T p / // / / / // / / / — — - - - - - - - _ PAVEMENT _-- //// / T UI I / / +. }.// //r //// /� --- --- ----- / / / •�o •/i / / 9 / / RE G 00 0 AD co IN , ` / / �� � / l l ° END OF I l \ / .' o // l 0 // l r// ° �'/ /'/i/ / / / / / ' SCALE 1"=40' (S)/// // /%//'�/�' ,/,,'��//iNOR p /�/// / / / / 40 80 M E O ON N O N � > E Lu Lu LL 0 LL o Lu0s� QLLJUaMO J — uj W N N z� °'� �0�x U) Ujrj Lrl aLr; C) °, 4 N N M a� 00 J � F_ U) M 0 C7 0 0 Lu Lu_ 2 U a z 0 U) M 0 li W OU z z ~ z u Lu Z O Q W O O W Lu u [k LLJ W u o W Q U O W W � O O O Q a s j s z W W W � 00 00 00 m 14" " O Lu O O N 0 0 DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 140' z ^J 1 Z ui ^� CL O z J < Q Lu , J > Lu Z) Z ° 00 Lu w cc ~ DC 2: 0 Lu CD J Q w J J z w J JOB NO. 37032 SHEET NO. C2.2 0 c a U C a o w cu ch a C Q T C 0 a 0 c c cu 0 Q `o a> 0 3 c � a �o o� �Z wo 22 0 c T f6 0 - 0 C N (6 N 0- 0 c 02 x H N o o Y r 0 0 nw o •3 a aD c rn x C Y N N c_ w U E o -0 m 0:6 2 No 00 coo m � -0 C y coo tp ° c � Qo 0 (D L � � 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 SEWER MANHOLE TOP= 381.52 If- INV= 90 373.77 90; END OF STATE MAINTENANCE SIGN \ WATER \ VALVE \ e s9,1, WATER \ VAL VE \ APPROX. y8„ LOCATION OF 8" / `s9i1/ Fp \ TERL/NE / CURB AND 24' \ � � \UTTER \� \ 8„X8" TS&\) CC'6 7 WATER , VAL VEW4 ER - -SIGN METER RIP RAP DITCH \ EDGE OF FENCE 24' RWSA PERMANENT ACCESS EASEMENT NO PARKING SIGN (TYP.) TOP OF EXIST. SEWER MH TO BE RAISED PER THE GRADING PLAN WOOL ENMLS 3-1 SANITARY SEWER MH TOP = 367.16 INV. IN = 356.66 IIINV. IN = 357.62 INV. OUT = 356.58 'NO PARKING SIGN (TYP.) SANITARY SEWER & WATERLINE EASEMENTS (D. B. 342-197, 202 PLAT) 24' RWSA PERMANENT ACCESS EASEMENT RETAINING WALL � I SUBTERRANEAN SEWER EASEMENT (D. B. 4468-386, 398 PLAT) 6" GATE VALVE Cb 11X� R368'24 91 / (TYP.) 18 REFERENCE LINE - SEE SHEET C4.2 m m m m m mimwmm 1i m 06 m ik-m m NOTES: 1. PROPOSED CHECK VALVE SHALL INCLUDE A BYPASS. CONTRACTOR TO SUBMIT DRAWINGS TO A.C.S.A. FOR REVIEW. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ABANDONMENT OF THE EXISTING 4" WATER METER SERVING THE PROPERTY ALONG PIREUS ROW. SEE ACSA NOTES ON SHEET C0.0 FOR ADDITIONAL INFORMATION. DUMPSTER PAD AND ENCLOSURE Q 'A RY ENT RETAININGWALL c� J / �v ,s., q a a a a J a a° J ° \ Ja LEGEND: LANDSCAPE FEATURE LANDSCAPE PLAN) (SEE / SCALE 1 "=20' / 0 20' 40' / FRAME BUILDING ENCROACHES CONTRACTOR SHALL / 1.7 i VERIFY LOCATION OF EXIST. SANITARY SEWER LINE PRIOR TO THE START OF CONSTRUCTION. i SANITARY SEWER CONNECTION (SEE ARCH/MEP PLANS) 1 STORY BRICA BUILDING HARDSCAPE W/BASEMENT (SEE LANDSCAPE FFE = 326.25 PLANS) BFE = 314.20 C'7 14 U w w U) w w I w z J w U z Nw L.L LL w w FRAME BUILDING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I oy 0 1 7RISERS ' WITH . � WITH BRICK 1 HANDRAILS ' BUILDING ZL 1 3" DOMESTIC WATER ' CONNECTION -HARDSCAPE ' (SEE LANDSCAPE PLANS) ' B� 1 S BUILDING ' MOUNTED ' /1 00 'PVC � • (3) REMOVABLE Rnl I ApnS NO PARKING FIRE LANE SIGN - BUILDING M��(JJJEWQRM M M M M W. FDC s � CLINT � � S �FLET Y r Lie. to. �L4�lt0 L7 O Z O � Z Z O w Q '� z z � O � LV � c~i� OZ�O w°�J � Q Z U O W Uzi Q U Z O W W Q a O a Q a W W W Lf) 00 0co 0 o rn w \\� DATE 0cl 12/4/17 DRAWN BY A. ALLISON DESIGNED BY 0 C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=20'37 ll z Q z w O a W' > � Z W Z � O J Q � wow w � m J a J H� z w O O JOB NO. 37032 SHEET NO. C4.1 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 � 1`1` O / SSWR MH U / TOP = 321.72 I ; �%'; ° 0 0 INV. IN = 315.60 1 `,, , ', '/ ` U N / / \ INV. OUT = 315.59 \ C4.2 o W / / �� \ a E OLL ~ '^ \ 1 vJ w0 WM J U co Z Z ° 1 PARKING SIGNAGE SHALL DIRECT OVERFLOW VEHICLES FROM LTH 'Poe y EAST MARKET STREET LOT TO LARGER PARKING LOT L� p 40 . '; - -1 ACCESSED FROM BROAD STREET. SIGNS SHALL REMAINcl . ' U VISIBLE FROM THE VEHICULAR CIRCULATION AREAS AS CLINT W. S#. Ir ' 0 O SHOWN PER PLAN. ' $ 1FFLET Y+ 2. REFER TO NOTE #1 UNDER "GENERAL NOTES" ON SHEET C1.0 C4. 1 + FOR UTILITY AS BUILT REQUIREMENTS. r 2.1. CONTRACTOR SHALL PROVIDE INVERT ELEVATIONS FORC4.3#+ Lie. ts1 AC 41 s J EACH PIPE JOINT TO ENSURE ADEQUATE SLOPE IS *+ 3�� ��� Gi • i UPHELD DURING INSTALLATION FOR ALL ACSA MAINTAINED SANITARY SEWER LINES. 'W / / // �\ .5 WATERTIGHT MANHOLE- W 12'FIRELAN TURNAROUND \ c' COVERS TO BE INSTALLED / D.B. 339-114 & / / i ( / (D.B. 338-305 PLAT) FOR STRUCTURES 2, 3, 4 PP ' D.B. 338-305PLAT) / & 5 LOCATED WITHIN THE \ W / 100-YEAR FLOOD PLAIN. 1 zE / --- \ \� ING \ SIGN J OACHES w // \ COmC. W LL FENCE < \ �o NO PARKING` 'W c� \ \\\ PARKING SIGN /-' ,� ry FRAME \ \ (SEE NOTE #1 ON OG SIGN BUILDING \ \ \ \\\-I SHEET C4.3) 'W 25' R. O. W. ° O \ EASEMENT TO W UG( (D.B. 339-114 & \\ oy BV VIRGINIA PUBLIC ' -I D.B. 338-305 PLAT) \ END STATE \ Gp FH I mac, MH SERVICE COMPANY \ \ MAINTENANCE oy o 0 UGT ° a 1 D.B. 198-527 \ o \ SIGN Go RETAILING WALL ° BV \ Q GARDEN o ; • (SEE LANDSCAPE PLANS) �� :WV°20'ACSA SANITARY FRA BUILDING / ° \ TPSEWER EASEMENT ° OACHES 1.6' �WA 4 HEAVY DUTY ° \ ' ' ; ;♦ \ \ EXIST. EDGE OF \ -� 4 ° Q ' CONCRETE 4'X8' GENERATOR PAD TO `�;,�� �o \ V A PAVEMENT �Z �oy ,o ` o . , o ` \ c� 8 X8 TRANSFORMER PAD / / � ° � ` .Lc� -I-\ >� \ \ \� o�� O \ w N — in d c, N OCD O C7 Z uj M ��� U Z O �O�a U)uj Q Ln cl 1 w O O W N M O U k C) Lu W O�Z\ J O U W � Q U Z � a a W M O O O O Q = Q. C7 z Z) 0 W W W Lf) cal Q� ct� Q 0 DO 00 00 m > w wN N Q, N \ \ 'o \ U Q 0 \�� z o\O��M 0 DATE U) 4 a4 \ / ° �MH i ��F o� yT ♦ ��� O .. �NCRDET� 4 ' Q o (26) 6" RISERS o •BV ° ��`�� ��l \ S \ " ' M 12/4/17 4 , , SEE NOTE # 2 FOR 0 ° 4 WITH HANDRAILS \ ° ``� ` \I \ \ \ ° \ _ I DRAWN BY 4 AS BUILT . 'TE VALVE, 4 �° 4 4 Q ° RETAILING WALL \ 4 �_� \ \ ♦ REQUIREMENTS REDUCE Q 4 \ ' OCK& �� �\ \ \ \ A. ALLISON o EASEMENT TO 7� ° f tiA o IRGINIA PU LIC m F°AC,S a 4 F�ETAINING ° � ' RSH P WALL WITH ° Q a �' °o 0 o O o♦ I y a �� o ° 0 / \ ♦ \ SERVICE C MPANY • DESIGNED BY SAFETY'RAILING ° ,� ' B , ' / j 4 DOOE Jl ° \ \ o ♦ \ \ \ ° 19 - 2 0 ° C. SHIFFLETT ti S' \ • �NSITION 4 ° \ \ F \ +.Q \ ♦ e �L'.� \ I • CHECKED BY G/zO NO PAR G ��2�oyT \ f C. KOTARSKI -FIRE LANE G' \ ° • ° -- - -- 2 STORY BRICK i \ -- _ \ \ SIG ♦ ` \ SCALE \ �_ i PP • ' \ EXISTING RETAINING � a -- BC' 'DING � � ♦ \+ ♦ \ \I's\ WALL TO REMAIN 1 a ADA RAMP I II \ i \ \ ° • 1" - 20' ` a a \ 'Po \ \ \ NO PARKING CONUHLTE WA 1 W/ HANDRAIL (2) 7" �� �, \ \ VAULT a .. '�,� SIGN oy 1W \ 1 :CIAL PEDESTRIAN RAILING a a ' RISERS ` oG \ ♦ oy, 1 \ i (SEE LANDSCAPE PLANS) as ' — 9 \ ♦ ��y> �\ \ \ \ EXIST. EDGE OF\ 1" PVC WATERLINE a 4 a , ♦ /oti \! PAVEMENT (SEE ARCH/MEP PLANS) as a a \ ` `\ 1 BRICK \ ° OFFICE a GREA RAP \ � , g . � BUILDING \ � (46) 7" RISERS CAFE /RETAIL SPACE a as sAN _ , a, \ \ `♦ WITH (ACCESSORY BUILDING) 3 a aa \ \\ \tiA\ ° o a a HANDRAILS (EX. BLDG) 12 10 a' AD RKING OVERHEADWWA,a G , SIGNS 4 STORYBRICK SAN \ ZQ 16" STEEL CASING TO SPAN CSX , a a c a a a 1 BUILDING 6 8 a s a a �4 Q a a 4' PROPERTY CROSSING. SEE ACSA W/BASEMENT , a a _ —�a STANDARD TD-37 SHEET C1.3 FOR \ ; ° FFE=326.25 a --�'� 4 a a PPL` ` ADDITIONAL INFORMATION \o ° 1 ' BFE = 314.25 � � 7 1 `• _ � 'a C \ \ • \� 4 3" DOMESTIC WATER ,\ , a PARKING SIGN ; CONNECTION 1 - <<\ \♦ \ \ (SEE NOTE #1 ON %, HARDSCAPE ,%- S'� 8' C c/rS. f SHEET C4.3) 'I w ' SEE LANDSCAPE 1 ( � � •`. ' � 45° BEND \ \` �� O ���C' \` ° 4 1 PLANS) 1 I COVERED`../' (4) RISERS \ D8' �q�� ♦ /� \�¢� \ \ /'1 j DECK � LOADING ,%�� WITH ° - BOULDER TYP. (SEE LANDSCAPE 1 STORYBRICK HANDRAIL (TYP.) i DOCK Fp , T` SEE LANDSCAPE PLAN PLANS) , BUILDING \ 4 \ ' O ° / \ \ BUILDING 6 FIRE LINE A ` W/BASEMENT ' 18' \ ♦ \ \ ;' Q q MOUNTED CONNECTI RESTAURANT 9' ` \/ U J / FDC 1 1 ■•E • TYP. ♦ J h / (EX. BLDG) _ _ �'-- ( ) . I�l 14 \ Q ♦ ♦ oy�\ ♦ z 1 \ ' Q Lu z D � 0 s � \ � / 24' PRECAST \ 'Q ' ' ° O J / \ Q a. / D � � � � � g„w •�� CONC. WHEEL U 4 � c i r � � ' 0 ° STOP (TYP.) �` \ J W O 11.25 w BEND \ 6„w - P 14 5 Q \♦ Q 4" PVC 6, DIP _ i X ----- - - R20' 18' \ LL w (3) REMOVABLE---- , __' \ ♦ o�� PIV 6„w 13' / BOLLARDSpp - \ \ ♦ �F����oG,� + J ' R35' v� APPROX. �c\ ARKING SIGN O;L • O PEDESTRIAN RAILING LOCATION OF � '�, _ ( \ \ SEE NOTE #1 ON O � (3) REMOVA G / (SEE LANDSCAPE PLANS) BEDROCK ` \ SHEET C4.3) ° ♦ 7 BOLLARDS • 6 G TE VALV ° \ _ \ O I / / 4LVE U) L 6 X6 TEE O 22.5° BEND PRIVATE OO / 'n0" FHA \ ° OVDOT STD GR-11 OO GUARDRAIL (TYP.) ° A (SEE SHEET C1.3) D ° OO ° o 0 0 16' �O o O O 0 ° � 0 / O OOO PAVERS / (SEELANDSCAP PLANS OOO O CONC. WHEEL STOP (TYP.) / 0 W 0 o%% 0 ° \ VDOT STD GR-11 \ O GUARDRAIL (TYP.) ' +� (SEE SHEET C1.3) \ o D M 00 a- Z JOB NO. SCALE 1 "=20' \ \ / 37032 NOR/ \ SHEET NO. 0 20' 40' \ C4.3 ;n ° 0 U) T P m T CL N rn 0 N M c 0 0 CL rn 3 a c� z 111 U) L s CLINT FFLE Y# \ 8 s9i1, 1 END OF STATE \ \ `�imp. + r Lie. N . 441 it A; \ \MAINTENANCE SIGN \\ � u • \ \ �10 \ \ \ PROPOSED PORTION OF NEW SqN �'-qy \ \ HEAVY DUTY PAVEMENT. MATCH rol Tl �T.QFF \ \ \ \ EXISTING ROAD CROSS SLOPE / cy) 00 � E SCALE 1 "=20' � w °' / U \ \ CURB AND / \ \ / / / \ \ / F_ U �tGUTTER \ \ / \ , 0 20' 40' I Q LL o \ \_ SIui GN (9" _ \ \ / / w a J U o° z Z w�—ui O *y 81 Lu � �"r U Z x r^ VJ 2 >ry Z Q C, _ ILu 0 ��WU- rn O � / n�N / z aM OLLJ -1 - __-- --__ I a �74.65 /�/ ______ ------------------ w W Q U O W SAN/ /ST / z Q Q Q � I-aaW Tw Q.- 1 / RIP RAP,�'',, ` -- III _--�---- \ _ cal DITCH Lj I I - F /� \ \ / L Lu r / _ - LL I w w NNNN / I / 37p 204—L-- I \ Q ` z ti 203 — — 64 — — — — 36 / \ ` — _ ' _ _ _ FRAME ` I O DATE 2 2 3 _ _ -- 8\ --- / --- — — _ _BUILDING _ > _ — ENCROAGWES— M 12/4/17 SAN / / 1.7 >_ DRAWN BY lob �� Alv / l — _ — — — — — — — —�'G�— _ 0, — — — — %1 / / \ I / CO/vco0op. _ ^ ., A. ALLISON SAN `� ---- _--- / _ _ - - - - _ DESIGNED BY FRA \ I EDGE dF FE4E to I I S — _ — � / i \ I ► I 3�p — _ _ �O — — — — — — PEFO_UN�— ' i • CCHECIKED B� -0 �E OF L/NFLUGT • � p C.KOTARSKI • I \ I I I I I i 6 ACSA SANITARY 360 , , ♦ 201 — — — — — _ _ UGT 4 J ° a 4 Q • SCALE I I 368 I SEWER EASWE19T � ♦ — — — - — — — — — 360 — � _ — — — _ _ —_ — Gp a ° Q Q a � • 1 " = 20' I I I I I (D.B. 1b79-233, 236 `�� _ _ — — UGT ° 4 ' J J a ° / V I I I I I I PLAT) — ° ° 4J a a ' a o 3S8 Q JQ 4 J`° a 4 6Q HbP4E TO CONNECT a \ I I I I I 366 / p i 6 \ a ° Q ° J DOWNSPOUT°TO4 3S$ J a 4 n °4 STRUCTURE 196 ° 4 I I I `v ° INV. = 349.73 -' I I 200 ° ° \ 4° J 4�4 z 192 364 I I I II I I 3 /4 4 Q 206 \ -' °4 � 4 4 4 4 � I I I I I I I 190 �_� ' a QQ I I I I I 191 D / 4 4 Q J 205 ' 66 JQ a 4 4° a 199 Q4 I i i i I I II I I 3Q4J Q4 J4 a4J a� g� /tea I I I n O �: 1 \ / ♦♦ 3 \ 4 -� / 4 4/ Q 4 , 4 a a / I I �° ♦ ., a J 4 a 4 z I I I I I I I I I 3 �° I I I I I I I \ I \ ♦ ° a /4 I I I I I I I I I / ♦ ° a 346 w n I I I II I I \ 189 3S� _ 6� 196 ! — 340— — z I I I I ► J I 1 / I II II SANITARY SEWER & 11 ) I / ��rp 356 � — — — _ 170 — — — ---33$' J Q / I I WATER lNE EAS MENTS ' / J 4 — ' — / ° 346 _ ' 175 UJ 173 1 z II �'D.B. 3I42-997, Zr�2 PLAT) 36 17 � 174 I z BRICK Z) — \ BUILDING U �Q/ 0 I..L 188 `� MANAGED , — — , — / ° 167 0� Q 4 4' _ J I I I I I I I SLOPES (TYP.) _ I w 0 194 4 4 I I I I I I /4� 4 4 Q / 4 4 / Lu a a J a 187 �'' ° 3� i / , 4 - J ' ° I Q nJ I I 340 � 4 °4/ 163 6 1 � 1 5 166 CP' �� ' ° 4 a: J 6" ENCH DRAIN a 341, 4g ° J 159 EE LANDSCAPE / PLANS) I 1 / 4 / 186 / 193 4 ° ° 59 ° / 'Sol 4 / Lu 6Q/ 911 C5.0 C5.2 _4 O 4 J s / // � / / 85 / / 4 J ' � / 0 i 1 3TEPRANEAN $EWER I I° O1 / / EA EMENT / / / ��� cb / ° J ' ° / I Q 9. 4468-386, 3P8 PLA TI 4 184 0 / / ' ° 4 ° 4 /4 ,\ 1 STORYBRICK — 05.1 /' / / \ J ° P57 4 / Q J� 100 YR FEMA BUILDING 0 / 183 338 J 4 ° 4 / //4 4 a a FLOOD PLAIN W/BASEMENT JOB NO. / 46 ° / FFE = 326.25 n ° 4 ° 4 4 " TRENCH DRAIN �J ° ° o ° ° FD10 BFE = 314.20 37032 REFERENCE LINE -SEE SHEET C5.1 7 a 56 (SEE LANDSCAPE �` FD12 4 o a STORM DRAINAGE TO RUN � • '� LANS) \ FQ11 g I BENEATH CONNECTOR SLAB & �� SHEET NO. mmmii/66i-mimim/immi ���������f■1�4�4 _G�PTiPiiSiiNi��ii�Ti�� C5.0 0 3 U c N 0 0 co m m U) 0 2- 3 Q T C f0 O a ° 0 c c �o m Q 0 0 0 3 C 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 ;n 0 m U) >, 2 m T CL N 0 N M 0 0 2 0 3 a C� z ----- - �� r � \ \ q *t, -- __--_% \ \ \ \ I \ q q q o l d d+ \ ` \ 1 I \ \ N (I o, \ m \\ \\ \ \\ ♦ CLINT W. \`\\�� \ \° \ ` CS.O S FFLEV Y# ±use 2 \ \ \ \ \ \ \ -po I \ I \ �' \ \ \\ \ `\ \ `\ r I it. N 0 \ \ '1 \ \ \ \ \ \\ \\ 0 1 I 1„ \ \ \ \ ■�' U \ \ \ 111 1 \ I I ` \,1 \ ° \ C5.1 w \ \ X CA Q \ ` > o cn w i \\ \\ \\ \ \\ \ \\\\ \ P�L 1 \\ O \ I I Lu \ \ 1 ;R1 \ \ \ Lu < J U co z Z 1 (%� 12' FIRE LAN � ` —L / \ �� \ \ i' \ \ \ \ dQ pN O / i / TURNARfJZIND \ _ _ �'-�sl \ \ \ ° \ \ \ top 1 �%,' . \ \ \ \ \ \ U W M U Z 1 (D. B. 339-114 & / / .(p. B 338-305 PLAT) �� \ \ \ \ I \ \ \ ' \ \ \ \ \ 13�v z O UJ D.B. 338-305 PLAT \ - \ \ \ U) x Q J I \ \ P \ \ \ \ \S16N \ \ \ \ \ _�,� o W� /� /� ---- `\ ` \ \ 1 -0- \ \ \ \ \ `o \ \ `\ \\ c� Op W p 1 °__ --- ' FENCE \ \� \ \ \ \ \ A `� \ \• \\ \ \ \ \ \ \ a� p�W (Do \\\ ow U Z __ �H OQ 1 w__-\\ \ / \ \ \ \ \ \ \ \ \ \ �UOW W Q U \ \ \ \ \ _ _ 25' R.O. W. l \ \ \ \ \\ \ \ \ \ \ \ \ \ / EASEI�I NT TO \ 1 _ - T \ / D.B. 339-114 & \ ;. \ \ \ \ � \ \ \ 9, \ \ \ ��,,`, pQ O= vWi � vWi Q w UG D.B. 338-305 PLAT / `\ �� ` \ VIRGINIA�UBLIC \ \\ ` \ \ ` ` \ ` ` ` ` \ STATE q \ \ \ \ \ \ \ \ \ \ \ c \Q. \My �. \ \ SERVICE CbQ�IPANY \ \ \ \ \ \ \ ` \ \ \ ,-,A IICI NCE `� \ \ � > b. B. 198-527 \ \ ` \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \'yo ` \ \ \ \ P \ \ ` ` \ O � � � ` \ \ \ \\ �\ \ \ \ \\ \ \ \ \ \ \ /� \ 9/ \ \ \ \ \ \ ` \ Ical a ° a ° \ GARDEN / / .' 0 ° \ \ \ \`\ \\ \1 \\\ o \ \ \\ \\\\ \� \ \\ `� \ \\` \ \ \ \ o \ / \ _ J \ \ \ \ \ \ 9/ \ \ \ \ � \ SCALE 1 "=20' a , TPI `Lu \ \\ \ \ \ \ \ \ \ j NOR \ \ \ > \ — / \ \ \ \ \ \ \ \\ \ \ f\ \ \ \ w N N N a 4 6" HbPE TO CONNECT ° % , ° \\ \ \ ` \ \ \ \ \ \ \ \ \ \ '�\ \ \ \ e, ` \ \ \ ¢ o� DOWNSPOUT TO' Co 9 \ oyq -o �,, ' . \ \ \ O ° \ _ �\ \ \ \ \ \ \ \ \ \ \� \ \ \ b\ \�i \ \ STRUCTURE 196 °' a _ _ _ � � - - � >' \ \ \\ � `\ \ 0 9 \ \ \ � \ \� � �,', \ \ � DATE INV.=34'9.73 as `-------_ �° ° �MH %° -- _ _ _;\\ ��FJ ram\ `\� �9�, \\ \� \ \\ PtiT \\`\\\\ \\\\ \\ `\ 9 \ \\ \ ` \�\ �'A\ \ 1'` \\ \ o\ I \\ > �- _ - ---- - F� / \ �s `\ \ `�\ ` \ \\ \ \ \\\ q \ \ f ` \ \!\`Z \\ 1 \ 0 \\ \\ � 12417 /< \ \ \ \ \ \ \ \ �O \ \ \ \ \ \ \ \ \ \ l 1 \ \ 0 1 'a -- __-- — \� 91 s \ \ \ \\ \ \ \ \ \ \ \ \ DRAWN BY ° Q \ \ \ \ \O \ \\ \ \ 1 \ A. ALLISON Q a J °o o _ ROCK& \ \ �\ \ \ \ \ \ \ \ \ `\p \ \ \ \ \ ° \ \ \ \ \ \ \ \ I 120 _ — \ _ _ \ \ \ �\ ti \ \ \ \ \ \ \ \ \ otiA \ EA SEMENT TO 73 a a a a - C_ON_C. — \ - -\ ` \ ` \� \ \ \ \ \ \ \ \ \ \ \ \ \ o l GINIA PU LlC 1 m Q a 1 3 \ ` ` \ DESIGNED BY ° — \ \ \ \ \`� E�VICE C MPANY 1 \ • 1 Qa �`a °a/ T7011E `�-_° \ `\ \\\ \\`� \\�\\\\ \ `\`\ \ 9� \ \\\ \\ \ \\\\\\ \\\ \ _2 °° 1\\\\ C.SHIFFLETT 91 5 — — \ _ \ \ J �` \\ 'Y \ \ \ \ \ \ \ \ t\\ \ \ `�\ \ \ 9 \ \ \ \ \ \ \ \ \ \ 1 \ \ • CHECKED BY -°- _ \ TIE TO 2" `� ` `� \ \\\\\ \�`\ \ \\ \ \ \ \\ `\ \\`\ ` �,, \ \ ° \ \\� \ \ \ \ \ 7�\ \ \ \ °C. KOTARSKI 4 126 116--\_DOPN SPOUT\\` \ \ \ \ \ \\ \ \` \ , \` \\ \ \1�\ SCALE 0 3 - �\ --- \/ �� �� �\ \ \\ \�N\� RP\ \` \ \ \ \ • 15 \ , i\ \ / T \ \ ` \ \ �\ \ \ \ \\ \ \ \ \ 9.0 'L \ \ \ \ \ \ \ o \ \ \ • 1 „ - 20' 340,- _ - _ - _ - ' 124 CONCRETE WALL a d 1 �1 _ _ \ �o�, \ \ \ \ \ IN, 11,11 \ \ 11 1 \\� \\ \ \\ �\ \ \\\ \ \\ \\ \\ \�o\ '�;\ `\ '38% I \ \ 0 72 --�� 'a 115 a � D1 d , \\ o�To \ a as D1 a-_ ti \ / 175 82,7' d114 d D1 -� \ _ / 60 YRF/EMA/ \ Q \ \ \ \ \ \ \ \ \ o 173 Q S1\1 (0 a \ PL/j�l'I\I OD D 1 a - - ; ; � IL _ - \ \ \ \ ' / / \ 1 \ \ \\ \ \ �i\ �\ \o ` \ \. z \ \ \ \ \ \ 91�0 O 16D- / /FEMA FLOODPL ODWAY \ \ \ \ \ \ \ 1 y 1 a g4.3 a b ; _ I I 1 W 108 1 pp 1 TIE TO 10" , `� 1 y' ROOF LEADER 1 ` 1 p p 107 \ \ \ �/ / \ /1 ' , / to Q a / 1 uj EXIST. FEMA p p p1p/'o P _-- ------ • 1 I / �'� /'�' v / 91,4 , 100-YR FLOODPLAIN p p p p p p �'- ' I / /' I I\ r I �T\ 1' \ /'� j / % z /1 I D1 p p p p p p p p ���� / 6W I 0 S A \ 6',Q / I I I 1 ���� / /i� w O 1 I RD9 _ p p p p cP 106 I O \ / /p I 1 �` U Q �' TIE TO 8" p p� �w 6"\N �`' _ _ _ _ / c I ; I / / / w I / o \ ROOF LEADER p p� / cp I i \ / �/ / / o/ \ O` D6 RD7 �p� �, 6,.W \ / l /' / ' ' yT\ \ w Q \ ° y., .Mom' ��% / _ -- --- —�— _--- --- /' \ / / I / / , / \ w 312 0 - 105 �ry D5 �� / c� I / \ 9� / // oFEMA FLOODWAY \ 1 104 / / / EXISTING- APPROX. LOCATION OF ROCK WALL \ \ 1 / +/ / O / / / \ BEDROCK I 1 I z I" AGE 103 EXISTING �� \ \ /� / �/ / / // / \ O D4 O / / / ROCK WALL / _ - - -_ -_ -_ - 102 RD3 129 V� FD2 O o�0 24" DEPTH / /� �� \ \ \ \_ _'_ _ - D // OO 1 0 CLASS 1RIP RAP OO / L=15';W=14' // ' \ \\\ `\ o o \ \ \ JOB NO. '0 _Al37032 CO /' � /' SHEET NO. O 3 4 U c 0 O cu cu 0 0 2- 0- 0 �o Q 0 0 0 3 C U) L END OF STATE \ MAINTENANCE SIGN \ WATER \ \ VAL VE \ B �S 10�0�''9�' WATER \ \ 7}q ST VAL VE \ l �FR0&TF RFFT q \ ` CURB AND EP UTTER / 378.75 G WATER — VALVEW ER 3SIGN METER / / ' 1 I l / RIP RAP l / DITCH 1 / / I / / I / l I EDGE OIF FE4E \ I I I M I 1 I I I \ I 368 I I I I I I I I I I I I 366 I I I I I I I I 364 I I I I I I II I 3ro I I I I I I I I 1 I I I I 3�0 cp. � I I 1 11 I I II o \ I 1 1 1 / / ► w� � I 1 1 S. NITARY SdWER & Grp I 1 WATEff lNE EAS MENTS 1 (D. B. I2-197, 292 PLAT) I 1 1 I 1 1 I I I I I I I I / I Q PROPOSED PORTION OF NEW HEAVY DUTY PAVEMENT. MATCH / EXISTING ROAD CROSS SLOPE APPROX. / LOCATION OF 8" WA TERL/NE g„ EXIST. SqN 377.75 376.96 3TEPRANEAN $EWER / TC 347 / EASEMENT/ 5. 4468-386, 3sP8 PLAT / / / / w 46--7�1 REFERENCE LINE - SEE SHEET C5.4 M Mi-iji V Mi 7J& ir M i M jo M /0'jo M I co Q z , � L1 SCALE 1 "=20' U �1 0 20' 40' ui w1 1 U) wl w ---, W 1 Z JI Lu U l zLu \ \ 1/ EXIST. 3 367.65 , , ' — FRAME _BUILDING _ 1 36V s /� ENCROACHES— ` 1.7' i EXIST.- 4Gn 10 _ , _ THAW \ \-A 1 1 1 1 1 1 1 1 1 1 ► , CLINT W.� Zu SFLET Lie. N . 54,180 A, seo v��!1'AL� E 0M CA0 � E w w ~ U N 3 a i oLLLu �^ O U Lu L M Q J U co w — ern z O N d > O N O C7 W Z M Z O 3:O�a U cnLu Q ti 1 w O O W N M � U k d O LLJ �Lu W O�Z\ J F- O U W � Q a U a Z W cr- o o o z O wwaQ _ I Q. C7 > z O WWWcn �N cal Q� ct� Q� p 00 00 00 w oo�o w w N N N N U Q z O DATE U) 0 1214117 DRAWN BY A. ALLISON • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' IL lz J z d a O z w 0 O � a w > cD > z wZa 0 W w Q(D oC m (l) a z.j J O z w J O JOB NO. 37032 SHEET NO. C5.3 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 ;n 0 a U) a m D T a N _rn O N M 0 0 _0 0 0 a 3 a O F- 0 a U) 0 Z ;. U) 1%\ \ \ %cl 1 \ ELF �I �r� ► I ` \\ \\ \ \ \\ \\ \\ \ `\ ♦ CLINT W. �: Zip. .I \ ` \�,%%%X \ \° ` \ \ C5.3 S FFLEV Y# .±�aae -po I \ I \ \ \\ \\ \ `\ \ `\ r L.ic. N 0 I \% �• `� { e a• 1 /' / i \ \ \ \ \ \ \ ` \ \ \ \\ \ ► III \ 9 \\\ \ � U I I ` \`,1 \° \ 1 , `\ \ \ `\ \ \ \ \ \ \ \\\ \\\\\\� \ I 11 I 1``\\ \\ \ \\ rn $ \ \ \ \ \ \ \ \ \\ \ \\ \ \ �'y\f I \ \ ' \ \ \ ♦ N C5.4 W \\�\ ` \ i 1 11 1 1 \ ` a o cn P�L \ 1 \\ \ 0 I I Lu 1 = \ Q LL 01 <JUco z Z W / \ \ \ \\Lu N \ \ 1 \ \ \ \ o \ ,,, i - Lr; 0 1 (%) - - - - _ 12' FIRE LAN \ \ \ \ , N H O L - - _ / / TURNARAND \ i _ _ � Qsl \ \ CL ° \ A\ \ op 1 �' :;;. \ \ \ \ \ \ \ U W M a U Z 1 (D. B. 339 114 & / / . P. B 338-305 PLAT) �� \ \ \ I Q \ \ \ /1 �.;; , vUJ O O D.B. 338-305 PLAT \ \ \ \ v, x i Lu 1 ZING -- - ----� ��� �♦ \ \\ \� \\ \� \\ \\ �� ° \�♦ \\ �X C� z z J I ` ` P \ \ \ \ \ S16N \ \ \ _ > � o W W 1 - - - COI�C. J[V L- - \ w ' ' FENCE \ ` \ \ \ \ \ \ \ \ = \� \ \ \ • \ �\ \ \ \ \ \ \ \ \ \ \ \ \ a W u W \ \` \\ \\ y \ \ \ \ \ %DF- OQ 1 0 oo w__--- \\\ \\\\\\\ \ \ \ \ ��OW FRA \ ` / \ I \ \ \\ \ \ \ \` \\ �\` % 0 \ \ \ \ \ \ \\ W Q U Z \ \ \ \ \ _ - - - -- L \\ \ // / _ Jam_- ---\\ \\ I / `\ \\ \\ \ \\\\ \ \`\\\\`\\� \\\ /,`� q.`, \ \ \ \ \ �. \o \1 \ \ \\ c) vi O W W Z 1 W _ _ 25' R.O. W. \ l / \ ` ` \ \� \ \ ` \ \ \ \ \ \ ` \ \��'`� \ \ \ \\ \ ` \ \ \ \ oo \ \ - - D.B. 339-114 & \ o, ` ` EASEb NT TO \ \ \ `\ \ \ \ \ \ o \ \ \ \ \ ( o \BV \ \ \ \ \ \\\,� \ \\ \\ i \ \ \ \ \ \ \ \ o =0 000� W - - UC,� / \\ S VIRGINIA'PUBLIC \ \ \ \ \ \ \ 1 N \ , , D. B. 338-305 PLAT) / \ \ \ \ \ \�\ \ \ \ \ ` \ ` \ ` ` \ \ \ STATE q q \ \ \ \ \ \ \ \ \ \ �\ \ \ z a \MH /' \ \ SERVICE Cb PANY \ \ \ \ \ \ \M�9/ICI NCE `� \ \ \ \ ° \ � > > > � / \\ \ \ \ \ \ o \ \ h \ \ \ \ \\ \ ti` P \ \ \ WWWcn EC i / ' \ `D. B. 198-527 \ \ \ \ ` \ o\\ \ ` \ \ \ A \ \ \ \ \ \ ` O � � c UGT ° // / / \ \ ` \ \ \ \ \\ \\ \ ` \ \ \ \ /� \ q \ \ \ \ \ \ ` I � q 55.30 G) / \ \ \ \ \ S \ \ ° \BV � \ \\ \ \ I \` o \ ` \ \ \ \\ \ \ \ \ \ \ `� 2 \ \ \\ \ \ \ \ o \ / � SCALE 1 =20 = a \ \ \ \ \ q \ \ \ \ q '� GARDEN / ` \ ` \ \ \ \ \ \ \ co .. •WVLu ��ti� A v I \ v A v v v \ v o 0 0 FRAME BUILDING - /i ° TPI ` \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , 0 20' 40' w w N 4 ° 1 J x ENCROACHEyS/l. 6 \ �WA " 1 \ \ \ \ \ \ \ \ \ \�� \ \ \ ` \ \ \\ \\ \ \ ` \ \ 9 \ \ ` \\ ` ` ` \ �e. ` \ \ \ \ v 0 � 4 64 HOPE TO CONNECT ° % \\ \ a o o TO DOWNSPOUT,TO' ° 9 \ n \ 'yo \, '>, \ \ I \ O SRUCTUJ�E 196 ° _ _ _ \ _ / _ _, ` \ \ \ ` \ \ \ \ \ y \ \ \•� \ \ \ b/2\ \ 9� ` \ \ DATE 9 \ \ \ f� \ V A INV. =349.73 a4 `-------_ / �° ° �MH %° -- _ _�\ ��F� ram\ ``„ �90 \\ \\ \ \` QtiT \`\``\\\\ `\\\ \\ `` q9 \ \\ \ \ \\` �'A� \ 1 \` ` (3��I\\> - ---- - �/\s `\ `\\ ` \ \` \ \ \ \ q \ \ \� 1 \ 0 `\\ � 12417 %1 4 ° ° - _ - _ \�`\ 9 \ \ \ \ \ DRAWN BY 4°99 ° 4 , Q ° EXIST. ° 4 - - _ - _ - - - \ \ / \ \ ` \ \ \ ` \ \ \ \ \ ` \\ \ \ \ \ \ \ \ \ 1 \ A. ALLISON 55.10 _ _ _ - CK& �\ \ \ \ \ \\ \ \ \ \ \ \ \� \ \o \ \ \ \ \ 91 �SEMENT TO I 7� 4 ° a � �55.29 o - - - - O - l� - 1 - � \ _\ ` \ \ \ \ � \oyT \ \ ` \\ ` \ � \ \ \ \ \ tiA \ \ O l GlNIA PU LIC \ 93 �W 355.20 a ° �(��. _ _ - _ _ _ 7 \ \ \ \ \ \ \ \ \ \ \ \ \ \ m DESIGNED BY 1,460 BW 347.00 % �/` O ° - - - - - - - - - ° \\ \ \ \ \ \ \ \ \ \ \ E�VICE C MPANY � ° n 4 °4 / ,� - _ - - - _.O-DOME t- \ \ \ \ \ \ \ \ ` \ \ \� \ \\ \ \ \ ` \ qq \ ` \ \ \ \ �\ \ \ \ \ ` - 2 ° 1 \ • C. SHIFFLETT 60 °91 � I _ _ - - _ - 34 - - ' \ \ \ ` \ \\\� \ \ \\ \ QC' 9 ° 1 \\ \ • CHECKED BY • TS 54.91 1` 80 _ _ _ TIE TO 2" . \ ` �. ` \ ° C. KOTARSKI 44 BS 341.91 - 326.40 1 a \ _ _ _ \ - (T P N SPOUT \ \ \ \ \ \\ �\ \� \ \ \� 9 \ \ \ \ \ 3 ° � 3 0. 0 - 2 STORY BRICK � � \ \ � \ \ \ ` \ \ q- \ \\� \ \ \ \ \ \\ • • \ \ \\ \\ \� \ \ RP\ \\ _ 42.80 BUILDING 344.60 ` \ \ \ \ \ \ `\ \ \ \ \ \ \ \ 9 \ \ SCALE 1' 342 - 341.20 326.35 1 a T \ \ 40 - - 337.00 _ _ _ _ 341.75 EXIST. CONC. WALL a �I\ _ / �/ \ ,AO �\ \ ` \ ; \\ \ \ \ \ \ \ \ \ 9 0 \ 2 \\ \ \ \ \ \ \ \ \ \ \ o \ \ \ \\ • 1 „ - 20' 3 _ _ _ _ _ - TW 339.30 1 ' 4 a a 328.31 �1 - / c'i- \` \ \ \ I I I \ 1 1 1 \ \ \ \ \ \ \\ ` \ \ �\ \ 'a% \ 38 BW 326.50 4 a a 326.60 - \ I 1 `� \ \ \ \ \ \ oy \ 341.75 W a a q 328.19 338.80 a > - - - 326CL SEE LANDSCAPE PLANS 1 ¢0, \ \ O� \ / / \\ 1 `\<\ \ \ / \ \ \ \ \ 1 \ ;� \ \ \ - / I FOR ADDITIONAL ROCK 326.30 326.52 \ WALL INFORMATION. 325.9 - a � _ � \ _ � d0 YR�EMLA/ \ \1 1 Q S \ \ 4UlfiDl/1XG BRICK 336.85 a a S 1 °TS 3 a ��0� `\ \ \ PL/�I/N `.1 I Q \ \ \ \ \ \ \ \ \ 1� 336.85 326.25 Q �a BS 326. , a No b` _ , \ / , /\� \ \ \ �\ \o \ \ z - 337.00 _� BW 339.00 a 4 4 a p WALK 4 a , a b a 325.75 _ JPF�O O 16D- / /FEM/q 1.20 HEAD 4 Q a a a FLOODPL ODWAY %\ \ \ z a - 326.40 4 STORY BRICK \ m e SAN, a a - A / `� \ \ -\ \ \ ' - \ \ 7- BUILDING Q \; 326.30 W/BASEMENT a A5.90 a 4 a ` ; 4/ �\ ; n 1 FFE = 326.25 a 325.98 ,,'� /, PL \\ / \ \ \ \ \ \ '� � ° BFE = 314.25 1 325.95'-- \ / '� 24.24 q b ` \ \ / I IQ 326.25 326.15 ` a a / �\ ✓ I 1 4 41 EXIST. BC 326.41 ; �, n,`10� / ` ^ \ \� .\ I w 1 PROP. BC 326.15 `` `\ \ 'QO \ \\ \ \ \ \ �- 1 32�6,.25 : TW 325.76 \4 0 C' \ \� \ 1 1 / \ \ \ y--- 4 COVERED . BW 324.16 \\ / / `\ \ � I; � ► \ \ / W 1 STORY BRICK LOADING 326.10 i 1 BUILDING 1 DOCK BS 382.58 p p �° I \ '; �/ / \ Tp I I I / \ 1 TIE TO 10" 313.40 /' TS 325.�J4p 'P �� b ° Sq O ` \ \ `\" \ 1 ' I / I \� ` > / ° pp / I �� /o \ 1 I cc ROOF LEADER ` W/BASEMENT 320.40 p p , \ +� / \ I 11 ' , / Q > v ° / 326.26 1 EXIST. FEMA p �p/ _----- I I / /� ui / 325.95 1 100-YR FLOODPLAIN p p p p p p ' - _ //®T\ 1// j / % z �� I o p p p p p 312.50 p P p p IP ��� / 6W D O o \ O,Q / I I III ' ��/' / /i� w O 324.00 1 � TIE TO 8" p p p \w 6.,W _ / _ c I / / / / / Lu w 1 O TW 319.12 p 'pp � >� _ / I / / �i J W 326.17 10 O` BW 316.79 ROOF LEADER / BW 323.84 / / T \ TC 312.50 �► u� ,.W , / \ Q \ TW 323.82 0 311. 0 S� 6 / -- --- ---- / / \ / ! / / W BW 321.49 \`cp\ --- ��_\ \ - / + / / / / /, /i/ // \ pJp TW 321.47 TC 311.82 12 _ g"W uo V) OW 319.14 ° �ry �� - -��-- _- I / \ �! / 7 / ° / ' FEMA / c\i / I PP FLOODWAY _ TS 323.2329 ° ' /' APPROX. BS 323. EXISTING \ / // /l /I ; 0 / / / • TW 316.77 / / ROCK WALL \ 1 BW 314.84 / / / fl�/ LOCATION OF 321.23 o I 321.17 BEDROCK 319.17 M • TC314.60 w ' ' _-. o \ / / / I I ui 11 TS317.17 ^c° \ �,,o \ AGE / // //' I�'II // Q BS315.1, 313.95 / / ' EXISTING / �0 0 0 lo 0 \ \ /1 / / / / I 0 / TC 314.80 OOO o ' / / / ROCK WALL / / , / - - --- °��.. / 314.00 OO i - - - - -/; / vv- D / 24"DEPTH /// / O CLASS 1 RIP RAP O / / / / \ \ \ _ JOB NO. - 37032 co V SWALE / / /i / / \ ` \ \ \ ` \ / / /' / /'/' SHEET NO. C5.5 -0a 00 o Z °o 2� 0 E o -0 c c m m 0 a 0 0 U zN o� g x H 0 w 0 0 w r0 °° Qw o .3 Qc > L� U c: N O Q U 2 m 0 w 0 � o ;= a U � a al m m -0 0 Q 0 c 0 0 0 O U a2 to U)� 0 0 (0 U Q O �E L ;n 0 c co U) >, E 2 Q T d rn N rn 0 N M c 0 0 d rn 3 a Z a W 2 re CLINT W. st 41� do 40' 1 1 0.19 0.35 441 are limbo to 00 E 8"SIN \ 38� I 1 / 1 1 1 �` ` \ \ \` \ \ \\` \\ \` \\\\ \\ \ \ �` -- '\`�,► I 1 �� \ �j to 1 1 \ \ \ \ \ \ I \v\ \ 0 0 \ ` �, \ \ CA ; 110 00\ • \ - '` \ 1 1 0.10 0.70 \ \ \ \ ` ` \ \ \ \ `\ \\`\ \ I \4 �1, \ \ 1 11 \ \ \ \ / �., o ��\ - /� 1 1 I I \ \ \ \ \ \ \ \\\\ \\\ I \ \ 2 / �W \ / ;w, \ , o w O ra , / 1 / - — ��1` / / % \� `�� `\ \\ \\\`` ` \ PILL I I I I °�� \ \ \ 1 \ / a > oN N 4)7 II_� ♦ \ \ \ \\ \ u,M _ — - . � / 192 / , 370 r \ 0.98 0.45 _ i / 1 ' ` , ` \ \ \ l \ 1 \ \ x / / I ► 'A - a - 0.220.68 ,1, / I �_� _ _ \ _ , , / lam, _ I ,,_ t �� ♦`\ \ \ \ \\. \ \ \ \ `\ \ \ \\ ~ 0 °' r0310.47 �6 �� - z p,N \----� _ \� 1 \ ♦ \ \ \\ \\ \, ",�% \ \ �' — 190 1 r— — _ � — , / / K."310.45 t0 H 1 0.270.42, 3631 0 / - _ 360 _ - ` \ \ \♦ \ \\ \\ \ \\ \ \ \ \` \ \\� \ ` `.`� \ \ `�\ 36 _ — —_ _ - - _ - 1 116 \ \ \ ` 1 \ �\ \ \\\\\``�\\" \ \ \\` moo\ \ \ \ `�\ 126 ui r07010.4)l I I 366 / 188 �I I 0 1821 I I 64' s6R cal 336a / — — — ` 01 0 \ \ \ \ \� \ \\ \`\ \ \\ ` \ \ \ \ \ \ I \ 7� 0 s / \ 3[0�5 4 .860.7 , _ _ \ \\ \ \\ \` \\` \ \ \`.`, \ \ \ \ w \ \ \ \ \ \ U 62 N\` \ \\ \�\ \ ¢ 0.190.80 s2 _ _ 3� = s (00T5O'9)0:21\\\1//\��� \ �`\ \ " \\\`i'\`\\\ 1 o `_ - _ _ 0.010.35 0.040.35 114 y \\ \ s2 3a _ _ ��= _ \ 3 ®, 'r / /33'176`\\ \ \ ' 0.020.90Ilk I , , 41#* 0.520.46 52 /'//�0.060.90 112 �� `�♦ //, \P \'\;� `C / \ ` �j \\\\` \ t; \�`,`, \\\\\ 178 /� / II / / � 3Q.0 ��4 � 1 � � • .. : � / C ��.\ I \ \ ` \ ,' I \o __ \1 ,� / I I 35° �, 0.17 0.64 RD9 RD6 / \ 0.03 0.5765 �� / I I \� / / • ♦ ♦ /\ � / / / / ♦ / � / , 3q8 / � / \ 161A 1 I 1 / 1 / / / / / / ♦� / 1 / 0.08 0.66 w / o \ • 6 \ N _ _ / / I ,; // / // /// KO.12 \ * p ���� / / "?ice 180 , 1 \ \ yr, 0.030.90 0.290.90 / ^ I \}�\y ` X/ 1 / _ l • 1 / /0.080.63 / / / / / , / ,� • • / / ' BEDROCK \ // ' 11/'l II / ' /' 41* ! / / / / �/ ��2826 ♦30 157A �h 0.010.90- / 0.050.61 FD7 Opp /i/, / / // 344 0.330.90 r / 00154 0.36 0.64 0 (08010.51 \ 146 / / / '♦ / I "DPuru°rNrO `' BOX 152 / 1 \ a ♦ RD144 0.31U.68 � 040.90 2s I \ l \ \ \\ \`\ \\\\� �i%ii /l'/i'////,'////'//////,�/ _ _ _ / / \ \ \ \ \ \ \ — _ — — _ — — — 196 � 00 138 / i 0.120.75 / �ry6 / \ ,\� / / / / / // / /,/ //// / / �// ol 140 , - , - LEGEND rARCEARUNOFF Co STRUCTURE / / / i ' ► I l l / l/// / '/�(�// / / // / / / / , i NUMBER oolloe 00 / / /� / / /,, / �,/, / / / / / / // , / ■ ■ DRAINAGE DIVIDE Q - \ z ► II // / // //�/s//// i'' / ' / ' ' / /' ' x /lSCALE 40 360 NOR 40' 80' w O z z O uC) O Ln w Q '� W zo ��Zu- > ul O � O Z O I— wLu °�J � Q Z � U O W � O W W O ooaQ a wwwcn ct� ct� ct� �N 00 00 00 m w \ Q, o 14, 0000+-��M DATE 1214117 DRAWN — A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 140' JOB NO. 37032 SHEET NO. C6.1 0_ 00 o U Z m0 0 c � H E� -0 c c m m 0 a o c 0 U) Z N 0 Q g x H 0 w 0 0 w r 0 0 Q w o .3 Qc 0� uxi o Q U i m c w 0 � o E a U � 0 m a U 0 0 0 0 � U a L c N ca 0 0 0 U Qm o v0i m L \�\ \ \ \ \ \\\ \ \ \ \ \ \ \ \ / I I I \ / `pe �+ Op aff �N \\\\\�\\ \ I °0 , `\ \ I I I I 1 \ _` CLINT W. sat In a0 C ,0 T E d co N rn 0 N M c O -0 0 0 a 3 Z Q a_ Z 0 LL c� W LL D 00 w H U) o ,1 pG r \ \ \ \ \ \" ..q Lie. N \\\ \\ \\\\ \\` \ \ o CONCRETE WA 0 Ilk I, // / /w /G\L/'/ S\// I'/ /// / / �/ \_- r� '/ // _ \ /\-/- _\ / _'/ _-__-� /_/ // / _ //' /-/ -// _ \ /�\_ �L °/� \— / /\-/ //-_- // _II/ II_\I\ /�/�oX./_/\/_E1_2_ \NE\/\/yD -—`\/-/ O/_ \—/� \ / /\ /\ \//�\I�� \\0/\\// / /\/,- \ \/\\j,�\/ am \ A\/ \\ I _l1_/ ®-- -/' � \ I /' \ _\ _-1\ r° \I/\ °//^_ \ '1 / l\V/, / /\/ \ /, _\/, ♦_I o , ,\\ / / \�/'/' �— 'O, �\ /,- —/' °\ -°_ --- l _ -l- \°- /�-/ o,-///0� /- I/// ////////,O////// // —_ / /_-� - /-- '_ /o - /1// --/_/ \/�_ /_ _////` // ///_ / /_- / //_//_r_/'/_/ :—_/r�// 1 � '-' ��/O -// / \ / / i/�/ �i/'/ / /i// /r \\/ /' \p P� /'// ,/`/�/ /"// '/ °/ /' J// /Ir'// p'%// /'//� /\ //// � / \'/�\/// \'//// ''/_ / �// / /// _�//�/i '/' /-///� -/ /\\/// i/ /i/ -/ �\ /o-//// ///// \/� %/'/ \ /'T/'///\-/ ' // \ /// '/// \-/ / /�///\�i///\\"//1/\/ ��„\// / \/ CA \ /— \�^ _ o//_\I°9�_ — \\ \, �\o\/+Il_'/ /\/ 1 �°,`0 \ \%/ �\ /p�/\�/\ �\_//- �\— /_\\—/ \+\,\ �/ ♦\",�j'\ \ \\\ I //a\\ am_—t�- -`\—,\ �'` \/o/ � — / / I •z• Wa o= •aa � LL ELu ° \\11/ \ Lu Lu 0_c) ACSA SANITARY SEWEREASEMENT LL (D.B. 1579-233, 236 1 100 STREAM A T) a LO MANAGED BUFFE 'Un SLOPE(TYP.) o Lri 41 o°20 ACSA 1 r WATERLINE SA/V M\��EASEMENT— Ilk, 01 MANAGED- o 0 \ \ SLOPE (TNON, O C,\Lu > Lu � CONCRE 100'STREAM ti\ 1 00' SANITARY SEWER & BUFFER WATERLINE EASEMENTS (D.B. 342-197, 202PLAT) MANAGED SLOPE (TYP.)4yly oo o FEMA FLOOD=AY ----------/ / 100 YR FEMA C,FLOOD PLAIN° ° /p MANAGEDOlt,° SLOPE (TYP.)2/-_=- \ 100'STREAM //�%/ BUFFER o ° o a ° o\ FEMA o � FLOODWAY / rip /o// PROPOSED100-- - - - FLOODPLAIN _/f _OOO O— — Oi \ MANAGED O'-' \\ -------- 0/ °\' 01��O''� �SLOPE(TYR.) //— — —O/24 RWSA PERMANENT \o ° 0`- ACCESSEASEMENT o!aO° ° 100 PROPOSED STREAM BUFFER AREA TO BE DISTURBED 16,674 SFo _--- / o 0F 6 FENCE o / ///// STREAM BUFFER MITIGATION LEGEND SUMMARY TABLE o \ / ��/ / / // / / STREAM BUFFER AREA DISTURBED: 16,674 SF 0 0 0 0 ° \ I i III / , / / / I I /' / / / /r' / / / / / STREAM BUFFER AREA DISTURBED - - ce) 0 o a '',I \. / III // / / / // / / / / MITIGATION AREA REQUIRED = BUFFER AREA X 2 - 33,348 SF 00 — O 0 0 0 0 ° I;II I / llll // ////��//o4////,//1'/ �/ �4�0/ / / /' / /' /' Q 0 I ! / / 111111 / > i / 9 �/ ; j// / / �' / / / / ' / / / MITIGATION AREA MITIGATION AREA PROVIDED = 57,519 SF z 0 O 0 0 ° _ I ° ///l //i /r'// 60 /%/�/ SCALE 1 -40 ° 0 0 0 0 0 //' ' / / // // / // // / / / // / / / / / / / / a NOR 0 ° ° a //// // ' / //// ///' // % // '' /'/ /' /'/'/' 0 40' 80' w O z z O � Z uC) Ln O Lu W z � � z � O w u- V) Q Z Z U Lu Z U Lu w°�J � Q Z U O W � Q U O w w Q O Q a W w W � � � � 00 00 0 rn w \ Q- 0 oco+-I�M DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 140' z J Z uj Q C L G O / J ) Lu > z > O LLJ z � W v wQ� Lu L m J V/ a Lu z w Lu U) O 0 3: JOB NO. 37032 SHEET NO. C6.2 �a 00 -0 ()f o O z m0 2 � 0 c H E O -0 c c m a o c U) Z n 0 2 a g x H tv w Iv o w r 0 0 C, 0.c 3 0YO., 2� U N O U m c w0 �0 E -0 U O 0 m a 0 0 O 0 0 O U a i c N 0U) 0 0 � U m Qo voi m �E L 5 M m ^ � C O 0 M o o rn o ch cn w M M � M` . a� M 00 0o m O o � Q o co � U � Q o 172: 15" NYLOPLAST BASIN CLINT 04 `� c") "" r � O C: O 130: MH-1 � O "" 164: 24" Basin - Circular Grate o SOLID TOP V S F f L E Y M �� M00 �o c�i O� om �0 0 132:MH-1 caOo 0; �05 0; �rnr` cU "� _5 5 0 0 � N � -- M N N O STA 19+34.84 0 0 N� O STA 12+31.30 N Ln CO STA 10+06.88 r op�ori M co�r�ao co co'0cfl"t M V�6rnON M VooM STA18+28.77 Uoo7M z<oOM ����o CO ��rN z�o°oco Lie.N 54,180 AC 192: DI-3B 6 ft Throat �, + M N + M N + co CO + cfl co co _ + TOP 315.41 = + TOP 315.01 _ J + _ + 0 M M TOP 326.54 m rn co _ J + (0 H TOP 339.00 # y STA10+00.00 DC)MZ D�Mz D�Mz D04MZZ O�M� ( ) c��MO INV IN306.17(131) coNU��O g�ZZ INV IN321.35(165) Np+N� N�oM� INV IN331.11 (175) ����j���f O p _ O p O INV IN 307.15 133 Q w INV IN 311.07 FD1 Q Q INV IN 321.14 167 O Q d INV IN 333.31 173 ■' TOP364.42 o<a- > �Qw> > �Qw> > <a- > p�0> INV IN309.05 RD1 > ( ) co w> �» > ( ) CO��( ) INV OUT353.77(191) 0-) z 00 z co�0z z ��0__ _ z ( ) 0�0 M-~Oz r~Ozz z �Q > -�pz �e ! ' ��r-_ - z z z ���- INV OUT306.70(131) wU) INV IN308.50(RD3) � UcnH_ c��_ _ _ INV OUT321.04(163) co�Oz � Uc/)�_ INV OUT328.92(171) 0� ; ,A� li 365 365 320 320 320 INV OUT 306.07 tjb9) 320 320 335 ~ 335 345 345 0 *414 8" DIP (CLASS 52) - EXIST. 8" SANITARY SEWER - PROP. GRADE \ 360 360 EXIST. GRADE 1.5' 355 MIN \ 355 M 350 191 350 38.42' OF 12" HDPE 189 � PROP. GRADE @ 0.50% 77.01' OF 12" HDPE 345 @ 6.68% 345 6" DIP 187 _ (CLASS 52) 70.65' OF O 12" HDPE @ 4.76% 340 340 _ 185-/ 46.16' OF 15" HDPE @ 4.19% 335 335 9+50 10+00 11+00 12+00 STR 192 - STR 184 0 50 PROFILE SCALE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 c6 o O N ti o ^ ti rncv � r` o0 O V_� CD0 0 C)r` 00 � (D UC)mM m10CflLf) 0 N � co N + O� ML+�NtM co co 0 z O Qar,�� » > �p U)z U)�zz z EXIST. GRADE _ 345 345 PROP. GRADE 340 179 340 0 335 335 70.57' OF 15" HDPE @ 0.50% 330 330 325 0 325 320 320 9+50 10+00 11+00 STR 180 - STR 178 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 PROP. GRADE EXIST. GRADE 315 6" DIP 315 (CLASS 52) 310 1.5' MIN 310 RD1 25.58' OF 10" HDPE 7 @ 4.00% 305 BACKFLOW 305 PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 300 300 9+50 10+00 11+00 RD 2 - STR 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PROP. GRADE EXIST. GRADE 315 _ 315 8" DIP (CLASS 52) 1.5' 310 MIN 310 305 305 RD3 BACKFLOW 25.68' OF PREVENTION VALVE 10" HDPE (WaStop VALVE OR @ 2.00% EQUIVALENT) 300 300 9+50 10+00 11+00 RD 4 - STR 130 0 m 2 _ _ M ti O p LO 0 00 r r r r LO r GOON 19 CDMLOUS LOL N Cfl 0,7000 � 0 c1 C) I- co 01,m-r- M 146:D1-3B4ftThroat mmorn co m 0M N�NM D�Mz co M ? STA10+00.00 NONM ? N D ��Oz z_ z O TOP324.29 oC)MZ > INV OUT320.01 O �0> > �c)P_ ��p»> �OPz (145) z z z �U)Pz z 345 345 345 340 340 EXIST. GRADE--\ 335 PROP. 335 GRADE 330 330 325 325 320 320 147 86.90' OF 12" HDPE @ 0.50% 315 315 310 310 6" HDPE DOWNSPOUT INV. = 320.11 9+50 10+00 11+00 11+50 STR 148 - STR 142 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 172: 15" NYLOPLAST BASIN SOLID TOP STA 10+38.57 TOP 339.00 INV IN 331.11 (175) INV IN 333.31 (173) INV OUT 328.92 (171) 176: 24" NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 337.24 M iZ rn INV OUT 333.04 (175) ti � Lij 30 Mrl- m LO N (.O Ln N LO N M M M �Mz z z O �O»> > OPz z z z 345 340 340 EXIST. GRADE 335 335 330 330 PROP. GRADE 325 325 320 320 145 9.18' OF 31512" HDPE 315 @ 0.50% 143 54.42' O F 12" HDPE @ 0.58% 310 310 9+50 10+00 11+00 11+50 STR 146 - STR 142 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXIST. GRADE PROP. GRADE 315 315 RAIN GARDEN (SEE LANDSCAPE O PLANS) 310 1 3101 135 42.89' OF 12" HDPE 305 @ 0.50% 305 9+50 10+00 11+00 STR 136 - STR 134 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 164: 15" NYLOPLAST BASIN - CIRCULAR GRATE STA 11+15.37 TOP 326.54 INV IN 321.35 (165) INV IN 321.14 (167) INV OUT 321.04 (163) 168: 15" Basin - Circular Grate STA 10+87.00 TOP 326.54 INV IN 321.45 (169) INV OUT 321.35 (167) 170: 15" Basin - Circular Grate STA 10+65.25 TOP 334.00 INV IN 325.72 (171) INV OUT 321.61 (169) Z_ U) Q m U) w j J Q 00� Z < Lf) J �Uc 330 EXIST. GRADE 330 PROP. GRADE 325 325 320 320 165 11.25' OF 12" HDPE @ 2.00% 315 315 9+50 10+00 11+00 STR164 - STR166 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 � M 0 w Drn 00 oN _ N M ~ - `y) z O z �0> z z m m c~n �. Q o w c~n w Q LO rnrn� Q v J< 0 0 IL <M Q Q N O Cc:))M h o O � N M o �Cfl ti N 0 0 0 M 06 NN ? N 0 0 0 M z J+ O M (N7 z J+ N M M~ C MZ z 0 w-- U-MZ Z_ 0 Qa_ o�Q >>> >>> U) Z z Low UU)�z z z U) EXIST. GRADE - PROP. GRADE - 340 340 335 335 330 330 173 6.88' OF 12" HDPE @ 10.00% 325 325 9+50 10+00 11+00 STR174 - STR 172 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -156: 12" NYLOPLAST BASIN CIRCULAR GRATE STA 13+02.84 TOP 325.76 INV IN 319.70 (157) INV IN 319.87 (157A) INV OUT 319.60 (155) z U) Q m Qw U*)o L� o ^� O U' OM _ 0 0 °O 0 0 N 0 0 0 M O �O co z�N Q m0)N00 CO m4LCRLn 00 M - Lo + c) D�co MZ 0 N_ + co o�MZ 0 N_ + O M co o�Mz z 0 UQm- NQd z Qd z � vU) z �cn �U)�z z 350 1 345 CONC' ALL I 345 I _ TW 339.0 BW 334.60 EXIST. GRADE 340 340 CONC. ALL TW 332.10 I BW 328. 0 335 335 175 / 38.57' OF ` 330 12" HDPE 330 @ 5.00% \ PROP. r GRADE CONC. WALL \ TW 338.10 BW 332.10 /L 325 3' 325 171 26.68' OF CONC. WALL COVER 12" HDPE TW 328.70 IN @ 12.00% BW 326.70 1.5' MIN 320 163 157 320 .26' OF tl " HDPE 62.06' OF 84.69' OF 3" PVC 0.75% 12" HDPE „ 12 HDPE WATERLINE @ 0.50% @ 0.50% $" D P (CLASS52) 315 315 169 167 23146' OF 35.46' OF 51.51' OF 54185' OF 21.75' OF 28.38' OF 12 HDPE 12" HDPE 15 HDPE 18" HDPE 12" HDPE 12" HDPE @ 0.75% @ 0.50% @ 0.50% @ 0.50% @ 0.75% @ 0.75% 310 310 9+50 10+00 11+00 12+00 13+00 STR 176 - STR 150 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 15+50 0M E N 0 N > E w w E W > 3 U 3 Q F! 3 w o � LU - r Q< J U 00 J - Lrj CD O N C7 LU N zL =x oa �� 2 N LO F_ a rn 4 N N M a� 00 J � F_ U) M O C9 Z) O cal w w 2 U Q z O U) M O V) 0 W O z 0 U Z O w Q '� W z z � O � Uzi� W LU G LU W OU J � Q Z U O W � Q U Z O W W Q a O a Q a j 5: z LUr W LUr Ln ct� ct� ct� 00 o 00 m w \\� DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN z J VJ Uj Z LL WO�// o w J I..0 > V ) % ~ G w C) U O w wCl) a W m V / J Q J H� z w J a JOB NO. 37032 SHEET NO. C7.0 as m � 00 o� �U) �z �0 0 T H E o a= a o 0= 0 U) zN 0� �Q �x O w r0 0� o w a3 >� w L� 0. o Q U 2 Co O _N U O O N � E a 0 O U O 0 N � 76 - 0-0 0 O W.U) o U aL �N U� U O cc C:U O Qw 0a L � � H �air. wr CLINT W. �i S FFLE Y# A SAC M E O p 0% U N N � i E W W a+ ~LU 0LL �^ U Lu O 0, L ( j Q J U co Z w J — Lri O .y W ON O Z U Z ti 0 U) Q LnLU Q ti Lu rn O `� oo �. r` �. ^ M co M _ ^ M N _ _ V > i° O W LL p v O 00 O O O O M O v O M M M O = L L Ln ti M L O ti L L — O O— I` L{') M M C) C1 6> M L O O 00 O 00 ti o0 ti Ln L (7 co M _M 0 .� N O H lfl H W w O 0 = cy) N L(� 0 O M (0 N Wit` N fir` .� � O O r� 0 � N W O O W O O O O 0 O CO O 00 M 6> 00 co00 0 a0 6> W O 0 O O o0 N J U k O O� 0 M r 0 O 0 CV 00 � 0 O M (0 L(� N (O M ti CO a7 L(7 i M p r M O M 0 (O N O L0 CO Ln (O L0 N N O O O M O O mO�M co0�Lo Lo co (��00 N CO mN�(0 (M (0 (.0 � co m00LoLo 0_0 M m�l-d- r-- co m�00(D M �NL!) M ��� O ap O ��OCO r M M OI_Lo"t M W U W _ _ t ta0 tOM 2 + OW Z M C) Ln't i 0 M M M 0 M M i 0 M M i M coM M t m 0 ap M i M O O J + M� (? t OM M ? MN(0 coMM�? M + ? Nam} O ? N + 0 ? MON (') N i O i N 'O O + �M i °p O O 00 J ] \ D�M� coM �M DMZ M ti M M 200 M �OMZ Z Z �2 M M (� _ DMZ �M �MZZ---0g�Mzz Z Oa�O �Q�Z Z Q Q QdZ Z O OQ�Z O C1Q�Z Z O 00Q�Z Z Q �Q�i i i O O �� O O �Q Z Z O NQ > Q <0- Q U� O W »> »> » Oo iii »> Q Q�-- O >iii..Q W rn��Z —U) — U) z z 00U) Z �HOz z z MHO MHO �Oz z °,�OZ Z (,HOz z z M�Oz z z �U) Z Z z zo�Oz z z O z z z °r°cgH-- — �v��— — �v)H-- — �Pz z z �Pz z z z �c��— — �v)�— — �v��-- — ���— — — �U— — — � a a W 365 365 M O C)O Z = vWicLL'nvWiQ. Q. W W W Ln O ct� ct� ct� 0 00 00 00 O1 w O O O w W N N N N U Q Z O DATE M 1214117 O DRAWN BY A. ALLISON • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI • • SCALE • AS SHOWN z J (� J z ui w O ^� O w J a UJ w}) % ~ G wow u O w 149 a 100: EW-1 for 33" or 36" Pipe LU STA 20+03.13 owp TOP 308.96 r ^ J INV IN 305.62 (101) U 1 a J H� z w J 5 p O 0 0 50 PROFILE SCALE JOB NO. 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 STR 196 - STR 102 37032 HORIZ SCALE: 1 "=50' SHEET NO. VERT SCALE: 1"=5 C7.1 360 360 PROP. GRADE 355 355 350 350 � 3.5' MIN �\ COVER 345 345 195 \ 109.93' OF 12" HDPE @2.81% O 340 340 \ 8"DIP 19 � (CLASS 52) \ 141.76' OF \ � PROP. \ 15" HDPE \ GRADE 335 _ \ 335 `J \ 183 \ 60.54' OF 181 EXIST. 18" HDPE 84.32' OF GRADE @ 4.31% 18" HDPE 330 @ 2'39% � 330 325 325 177 \ 91.81' OF 18" HDPE O PR P. @ 3.50% GRADE 320 EXIST. 320 \ \ � GRAD 315 315 68.00' OF � � — 24" HDPE 141 139 I \ EXIST. @ 1.00% 78.33' OF 56.67' OF � GRADE 24" HDPE 24" HDPE @ 1.79% @ 1.50% I 310 137 310 O I 80.10' OF 1 24" HDPE @ 4.80% 305 133 305 12g 57.30' OF 55.05' OF 30" HDPE 106.06' OF 36" HDPE PROP. @ 0.50% 36" HDPE 101 @ 0.50% GRADE @ 0.50% 13.23' OF 300 36" HDPE 300 0.50 0 295 295 1 ����LTH���r ■ z RD6: 24" NYLOPLAST BAIN a U) CIRCULAR GRATE m Q STA 10+28.79 `C, V v~i ^ M rn TOP 311.80 $ CLINT W. v-: Q u' r o RD6: 24 NYLOPLAST BASIN ( ) -w INV IN 307.86 RD9FLET Y+ ti °c 00 CIRCULAR GRATE INV IN 308.44 (RD7) 104: MH-1 r Lie N ' 0 Ln � N co r . 5 1190 'r 0 O rn INV OUT 307.69 RD5 STA 19+89.90+ (D CD Ln o - J � O � M coN °) o � M STA 10+28.79 ( ) # RD12: 4 " Cleanout z �, 6? M RD14: 4 " Cleanout } � co co U 0 TOP 311.80 �J/1 �J/1 U STA 10+00.00 Lo N co co STA 10+00.00 o +ItT N co cc) o o ( ) RD1 STA 0++00 00 INV IN 306 66 (105) we v 4 r M INV IN 307.86 RD9' TOP 328.00 r U Z Z 0 TOP 328.00 N _ r M Z Z 0 00 Q INV IN 308.44 RD7 v� Q a- > > > o _j Q o_ - - p 0 Z ( ) TOP 313.80 INV IN 307.27 (RD5) r0,0# # # w INV OUT 323.09 RD11 � 0 INV OUT 324.00 RD13 0 � O > > > � U) � - INV OUT 307.69 RD5 N o rn ( ) U � Z Z Z ( ) r z z z ( ) INV OUT 308.58 (RD9) INV OUT 306.66 (103) r fn fn H- - L w r = NN_. Lo 335 335 335 335 325 325 320 320 5 oM� v �oro(o E r01--°0 M mN°00 f-- co rn S =+ 6M N}�M"t PROP. �, to N MZ p0 p�cciz Z p0 GRADE < E 360 N � � z z � U) z z 360 315 GRADE 315 = > W 0 °i ,E Z 0 50 < i! O PROFILE SCALE 0LL U 6" DIP � Lu (CLASS 52) a � zO z wN a>oN O 310 310 (D Lu a U Z �� °'� U O O CONTRACTOR TO VERIFY EXIST. 1.5' MIN o a Lu J W 15" RCP SLOPE AND LOCATION O � = N z Q z PRIOR TO INSTALLATION OF = v a' 10 O ~ W O MANHOLE 206 TO ENSURE 305 305 ~ o rn O Z � DESIGN ACCURACY. > (D OU W RD9 BACKFLOW M q °C W OU W 118: 15" NYLOPLAST BASIN SOLID TOP 28.79' OF PREVENTION VALV o w Z 10" HDPE (WaStop VALVE OR � O > z STA 11+04.21 @ 2.50% EQUIVALENT) � Q OU Z TOP 345.00 300 300 INV IN 335.69 (119) RD5 M o W INV OUT 335.59 (117) 21.14' OF Q 116: 18" NYLOPLAST BASIN 12" HDPE Cm7 ~ ti ~ > > > 120: 12" NYLOPLAST BASIN CIRCULAR GRATE @ 2.00% p � � � j STA 11 +19.83 CIRCULAR GRATE TOP 338.80 295 295 STA 10+71.08 p 00 00 00 00 m INV IN 334.50 (117) uj > w N N N N TOP 340.10 INV OUT 334.40 (115B) \ � INV IN 336.04 (121) 114: 15" NYLOPLAST BASIN v p INV OUT 335.94 (119) CIRCUAR GRATE a ti M 00 122: 12" NYLOPLAST BASIN STA 11+51.05 00 CIRCULAR GRATE TOP 325.90 U) DATE STA10+41.81 INV IN 321.54(RD11) 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 ? 12/4/17 TOP 340.65 INV IN 317.04 (115) STR 206 - STR 198 RD 12 - STR 114 RD 14 - STR 110 RD 8 - RD 6 RD 10 - STR 104 INV IN 336.36 (123) INV OUT 316.94 (113) INV OUT 336.26 (121) HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' DRAWN BY 124: 12 NYLOPLAST BASIN z z VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 CIRCULAR GRATE Q Q A. ALLISON STA 10+12.54 m ^ m TOP 341.10 C0 w c j Lu ^ o0 o DESIGNED BY J J p = o = • C. SHIFFLETT INV IN 336.68 (125) _ _ _ INV OUT 336.58 (123) 0 � o o� p � rn N Lo � • CHECKED BY 126: 12" NYLOPLAST BASIN 0-3 Z < 000 rn � M } M r o C. KOTARSKI CIRCULAR GRATE z _j _ N co z _j + c i ccoo � = o+ Co N c i � • STA10+00.00 p�Mz 0 Lrr) p�cNz z 0 -MZ 0 U O U O O �, m r co c� TOP 341.65 c�i 00 > > o IX < > > > o O > > 0 Ln 0 o o rn cn °' u� r� °' SCALE INV OUT336.77 125 UU) z UcnPz z z rU�Z Z o -- o p �- o 0 �- U) o -- rn m �- ( ) r� - co - 0 v ui = co v N • AS SHOWN 0 rn o r c9 102: MH-1 qt Lo °' w M c) M o Lo r,j M c9 355 355 . 0 �. 106: MH-1 C' (_0 N o 204: MH-1 10 o o Lo o 0 No o� r o o 4 o o� Lo M 3 • STA 19+89.90 C> 0 rC) co r�ooco r� co STA10+00.00 rN0°0 M mNON Co ED f� M m0)-V) Lo M STA 10+38.12 o o Ln M Lo N o Lo o J- v =CD =��M M TOP TOP374.46 20co p NOLnM �Mz z p QroM M p grcy)z 0 TOP322.15 grM_ZZ_ 0 INV IN305.79(129) �rMZ 0 prMZ p 0 rMZZ o �Q�> > INV IN314.59(107) Qo» > INV IN304.88(103) INV IN372.11 (EX. NQ0> > 6<0- O 66Q0-» > ltQo» > • o~Oz z o~0z z z INV OUT362.98 203 o~OZ z O�0> > rn�0 oH0 rcn�_ _ INV OUT314.39(105) rcnP_ _ _ INV OUT305.69(101) ( ) NfnH_ _ 04U) Z rU)P z z rU)P z z 330 330 380 380 Z Q J (�ui J z UJ O 1..� Y� o w J il w % ~ G w 1 O w W a w m J Q J H� z W J O O -/ 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 12+50 - STR126- STR 108 STR108 - STR 102 STR 204 - STR 194 JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 37032 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET NO. C7.2 PROP. GRADE 355 355 EXIST. GRADE 350 0 350 345 345 205 43.06' OF 15" HDPE @ 1.11% 340 340 350 350 345 _ 345 340 340 C NC. WALL T 339.30 B 326.50 335 335 125 33.13' O (2) 9 °VERT 12.54' OF 121 12" HDPE /29.27'OF BENDS 12" HDPE @0•75% \ PROP.@ 0.75% " HDPE 117 GRADE @ 0.75% 330 15.61' OF 1 _ 330 123 12" HDPE 29.27' OF @ 7.00% 1" VC 12" HDPE 1 WATERLINE EXIST. @ 0.75% 115B GRADE 5.56'OF 325 12" HDPE @ 7.00% 325 115A SANITARY 14.20' OF SEWER 12" HDPE (8-7) 320 320 SANITARY SEWER 1' (12-10) 115 315 23.59' OF _ 315 12" HDPE 113 111 L109 @ 8.00% 27.59' OF 66.04' OF 12" HDPE 12" HDPE 56.16' OF @ 0.50% @ 0.50% 12" HDPE @ 0.50% 310 310 SANITARY SEWER (7-6) EXIST. GRADE 330 _ PROP. 330 GRADE 325 325 320 315 320 315 RD11 19.40' OF 4" HDPE @ 8.00% 310 310 EXIST. GRADE 330 330 PROP. l GRADE 325 325 RD13 27.16' OF 4" HDPE 2' MIN @ 10.00% 320 320 SANITARY SEWER (10-9) 315 315 SANITARY SEWER (8-7) 310 310 EXIST. GRADE 325 325 6" DIP � (CLASS 52) 320 PROP. 320 GRADE 315 315 107 \38.12' OF .,�. 12" HDPE � - @ 1.00% 310 310 _ 7g ��p F @4.Op F o 305 305 103 48.66' OF 18" HDPE 300 3.65% 300 295 295 290 290 320 320 EXIST. GRADE 315 315 PROP. GRADE 310 310 RD7 25.57' OF 8" HDPE @ 10.00% 305 305 300 300 375 _ 375 \ 370 370 EXIST. GRADE 365 365 _ 1 SANITARY SEWER (14-13) 360 _ 360 203 PROP. 24.64' OF � GRADE 12" HDPE 1.5 @ 20.02% 355 355 201 67.39' OF � 12" HDPE 350 @ 5.76% 350 199 69.99' OF 0 12" HDPE @ 2.66% 345 197 345 65.27' OF 1.5' MIN 15" HDPE @ 3.38% 6" DIP (CLASS 52) � 340 340 L_ 5" DIA. INTERIOR DROP DOGHOUSE MANHOLE STA 10+36.72 TOP 376.90 INV IN 369.11 (EX. 8") INV IN 364.68 (EX.2-17) INV OUT 364.48 (17-16) STA 10+00.00 X TOP 376.41 INV OUT 364.86 (EX.2_17) mn MANHOLE STA 10+36.74 DOGHOUSE TOP 365.00 MANHOLE INV IN 358.51 (15-14) STA 10+76.22 INV OUT 358.41 (14-13) TOP 370.71 INV IN 362.50 (17-16) MANHOLE INV OUT 361.47 (EX.10") STA 10+00.00 15 TOP 363.50 INV OUT 358.69 (15-14) mn �7n EXIST. GRADE 375 I I 375 370 370 365 I 365 360 360 EX.2-17 36.72' OF 17-16 loll PVC 39.50' OF @ 0.50% loll PVC @ 5.00% 355 355 350 350 9+50 10+00 011+50 SSWR EX.2 - SSWR16 8"X6" REDUCER STA 10+04.32 8"X8" TEE STA 10+00.00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 45' BEND STA 10+25.92 45' BEND STA 10+46.29 MANHOLE STA 11 +71.27 13 TOP 361.26 INV IN 357.74 (14-13) INV OUT 357.64 (EX) '17n PROP. GRADE 365 365 360 360 I 1.5' MIN 355 355 36.74' OF 14-13 8" PVC 134.54' OF @ 0.50% 8" Ductile Iron @ 0.50% 350 350 DRAINAGE PIPE (201) 345 345 340 340 9+50 10+00 SSWR 11+00 15 - SSWR 13 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 90' BEND STA 13+28.80 900 BEND 4" GATE VALVE STA 13+26.68 STA 13+32.12 90' BEND 6"X4" REDUCER BEND 4"X3" REDUCER STA 14+15.11 STA 13+13.89 STA 13+36.88 CLEANOUT STA 10+06.17 8 TOP 326.02 INV IN 319.04 (BLDG-8) INV OUT 319.04 (8-7) EXIST. BUILDING CLEANOUT STA 11 +38.96 / TOP 324.50 INV IN 318.37 (7-6) INV IN 318.62 (GT-6) INV OUT 318.37 (6-5) CLEANOUT rINV +61.77 6.00 18.76 (8-7) T 318.76 (7-6 MANHOLE MANHOLE MANHOLE WATERTIGHT COVER WATERTIGHT COVER WATERTIGHT COVER A 12+61.98 STA 13+46.44 STA 12+45.60r1l TOP 321.60V P 321.35 3 TOP 321.44 INV IN 317.84 (6-5)(-) IN 317.66 5 4 INV IN 317.14 (4-3) INV OUT 317.74 (5-4)V OUT 317.56 (4-3) INV OUT 317.04 (3-2) MANHOLE WATERTIGHT COVER STA 15+42.59 2 TOP 323.06 INV IN 316.06 (3-2) INV OUT 315.96 (2-EX.1) 15+97.36 __ , TOP 321.72 INV IN 315.69 (2-EX1) INV OUT 315.59 (EX.8" DIP) PROP. GRADE EXIST. - - - \ GRADE EXIST. 325 \ - --- GRADE - - 325 -- 320 320 BLDG-8 l' MIN 1' -� 6.17' OF 1' 6-5 8" PVC 106.65' OF @ 0.50% PV o 315 315 4-3 3-2 STORM 8-7 7-6 5-4 84.46' OF 96.16' OF 2-EX.1 PIPE 113 ( ) 55.60' OF 77.19 OF 1 .38' OF 8 Ductile Iron 8 PVC 54.77' OF 8" PVC STORM 8" PVC 8" PVC @ 0.50% @ 0.50% 8" PVC @ 0.50% PIPE (109) @ 0.50% 0.50% @ 0.50% 310 16" STEEL CASING TO SPAN CSX 310 STORM PIPE (111) PROPERTY CROSSING. SEE ACSA STANDARD TD-37 SHEET C1.3 FOR ADDITIONAL INFORMATION 305 305 12+4 9+50 10+00 CONNECT TO PROP. HYDRANT 1.5" METER VAULT CONNECT TO BUILDING STA 12+93.14 TA 13+42.23 STA 14+53.77 DRAINAGE PIPE PIPE � � RETAINING - - WALL PROP. GRADE \ 350 3' COVER 350 1 / MIN. PROP. / GRADE 345 1.0' MIN. 345 / I 8" DIP J \ / 6" DIP (CLASS 52) V MIN. (CLASS 52) 340 \ _ RETAINING 340 WALL DRAINAGE \ PIPE (185) / � I EXIST \ 3" DIP GRADE \ / EXIST. (CLASS 52) 335 GRADE 335 I RETAINING 330 DRAINAGE PI WALL 330 E (171) 325 325 3' I 320 320 315 _ 315 9+50 10+00 11+00 12+00 13+00 WATERLINE - 6 IN - 3 IN HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 11 +00 12+00 3 1S 14+00 SSWR 8 SSWR R E X .1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 0 50 PROFILE SCALE Op s CLINT W. u S FFU r Lie. N . � 4,180imp rA r s�O 4%,N',Au M E 0 N 0 N > E w °' E �Z LU U 3 Uo U. Ld0�,� QJ U mo a J - L_j N C,d N (D 1L cV z� �x �_j U)U_ Ln 0a �� U j a c Ln rn 4 N � M 0- 00 JUj U) M O 0 O 0 w > w 2 U z O U) M O j W 0 z a O z U Z w Q z � z C, O11 LV U_ Ln OZ�O � U k w°�J � Q Z U O W Q U Z O W W �_ a a W O Q Q. W W W L � � � � 00 00 rn w \\ ti DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN Z w a O w w w oC z w O O > z Z) O w J w om J Q JOB NO. U) Uj LL 0 Uj z_ J pi Q C) z NQ I..L W W U) Q z Q U) 37032 SHEET NO C7.3 L 5 qj404404040000 ■ #air. CLINT W. �# o �", FFLE Y# Lit. i . �44,lA0 p* 90° BEND CHECK VALVE WITH ASSOC. BYPASS 0 50 �� 8" GATE VALVE STA 17+70.07 STA 17+78.26 PROFILE SCALE \�W,, �j�1 j/1 �j � 8" GATE VALVE 8"X6" REDUCER 6"X6" TEE TO BLDG 6"X6" TEE o' r STA 13+43.37 STA 17+54.40 STA 17+86.61 STA 20+53.02 6 GATE VALVE e000,10 0 !0 STA 18+94.11 �� M APPROX. LOCATION AND DEPTH OF STA 20+57.29 f 8"X8" TS&V �� �� 8"X8" TEE TO FHA 90° BEND ° TEE TO FHA 6" GATE VALVE EXIST. SANITARY PIPE. VERIFY PRIOR 8 X8 TEE 90° BEND 90° BEND 45 BEND STA 10+00.00 11.5° BEND STA 16+05.68 STA 17+49.46 6" GATE VALVE STA 20+42.57 45° BEND STA 23+00.21 TO INSTALLATION OF WATERLINE. STA 13+39.62 STA 13+60.80 STA 14+26.26 STA 15+72.58 STA 18+06.84 STA 18+97.88 22.5° BEND STA 22+94.44 8"X8" TEE TO FHA 90° BEND 8 X3 TEE TO 1.5 W.M. 45° BEND STA 20+20.68 E C)STA 13+00.00 STA 15+31.09 STA 17+44.46 CONNECT TO PROP. HYDRANT M STA 23+02.47 N o STA 18+26.54 6"X6" TEE TO FHA 380 STA 19+50.00 380 " c E ELu W U a 3 QLL � O p U. ^ U Lu O L .i < Lu Z w J - iri N W N N O H °' � O U Z ti Q�QOU)Q cn Q Q a w 0 � W V > ° O W LL H oN En w O Lu O Lu �rn Uk a_ WOU�J ko O�Z\ U O W W Q U Z uj O W W Z R, p O W W W Q _ Ln cn cn a WWW(n O � � � w O w ONN�N a ti M O cj) DATE 1214117 O DRAWN BY A. ALLISON • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI • • SCALE • AS SHOWN z Q J U) w J_ LL z o 00 w � w z_ O J JQ w w \ � Q w z �' O 0 0 w z w oC Q w 41 co w J Qw J Q F- z z w Q j U) O O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 JOB NO. 37032 SHEET NO. C7.4 375 375 1.5' PROP. MIN. � GRADE 370 � 370 \ 365 8" DIP � 365 (CLASS 52) EXIST. SANITARY � SEWER 360 � 1 � � =PIPE(191) 360 EXIST. GRADE 355 _355 1' MIN. �. 3.5' COVER 350 MIN. 350 1 345 ` 345 340_340 PORTION OF PUBLIC WATERLINE SHALL HAVE A MINIMUM OF 3.5' OF COVE STORM PIPE (181) 335 335 330 330 8" DIP (CLASS 52) 325 325 PROP. EXIST. / GRADE GRADE 320 1' MIN. / 320 3.5' / STORM PIPE \ COVER 315 (153) MIN. 315 STORM STORM 1 PIPE (FD5) PIPE (107) 1.5' MIN. 310 6" DIP 310 (CLASS 52) 1' MIN. STORM PIPE (RD1) STORM 305 STORM PIPE (RD5) 305 PIPE (RD3) 300 300 295 295 L 5 m •`*��,TH�#�� ■ f ) a z z: m m $� CLINT W. u S FLET �# U)F- ClU)F- 0 0 # r Lit. . �L4 lt0 4K FD10: 12" NYLOPLAST BASIN o Q- ( N 0 50 #' t ,* PEDESTRIAN GRATE 0 z o OJ z cv °' FD4: 12 NYLOPLAST BASIN PROFILE SCALE *Q 5/1 j/1 q g ao r- o 0i —co SOLID COVER we t STA 10+14.50 z of cam, � r, z � "t TOP 325.91 - F- + (m STA 11+40.74 INV IN 322.77 (FD11) - czp wco TOP 315.15 INV OUT 317.35 (FD9) o<0� OINV IN 311.73 (FD5)o > >o O > 330LL 0-� LL 0-�� z z INV OUT 311.63 (FD3 ) 330 o E 0% o N FD12: 12" NYLOPLAST BASIN Q o PEDESTRIAN GRATE > E STA 10+00.00 = °' E W TOP 325.91 U �',, INV OUT 322.91 (FD11) o LL o ^ O Lu O L r' i Q J U co z C�7W ON a U Z ii °' O U Z ti �ov,a cn Q 130:MH-1 Ln2 �rrj z Q�Z� STA 19+34.84 = v a n �' W O TOP315.01 ~ oN p z � INV IN 306.17 (131) O O k INV IN 311.07 (FD1) 0- °C W U W INV IN 308.50 (RD3) o w Q Z INV OUT 306.07 (129) Q U a a W M O O O O W W W Q _ a j � z W W W I O � � � � rr p aoco00rn > o o � o w w N N N N \ Q, \ U Q z O U) DATE M 1214117 O >- DRAWN BY A. ALLISON • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. KOTARSKI 9+50 10+00 11+00 12+00 13+00 • • SCALE F D 12 - STR 130 • AS SHOWN HORIZ SCALE: 1 "=50' • VERT SCALE: 1"=5 z 0 Q z w O Q w> > cn Lu o J QU w LL w J O Q w � m � J ul)Q W J w c/) 0z o w � .j c/) O JOB NO. 37032 SHEET NO. C7.5 BUILDING CONNECTOR FD2: 12" NYLOPLAST BASIN 325 SOLID COVER_ 325 6" HDPE STA 11+90.84 DOWNSPO T TOP 315.10 INV. = 322.7 INV IN 311.25 (FD3) � EXIST. INV OUT 311.15 (FD1) GRAD 320 � 320 FD11 14.50' OF PROP. 10" HDPE � GRADE @ 1.00% � 315 315 FD9 41.19' OF 10" HDPE @ 4.00% 310 310 6" HDPE FD7 DOWNSPOUT FD5 59.19 OF FD3 FD1 INV. = 316.95 25.86 OF 10" HDPE � 50.10' OF 10 HDPE 10 HDPE 10" HDPE @ 6.05% @ 0.75% @ 0.75% @ 0.75% 305 305 300 300 295 295