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HomeMy WebLinkAboutSDP202000029 Plan - Submittal (First) Major Amendment, Final Site Plan 2019-11-207 SIGNATURE PANEL f i I APPROVALS ---- --- DEPARTMENT OF COMMUNITY b TMP 77-40C2 IT f � DEVELOPMENT f _ .- s� t' DB 3155 18 PLANNER/ZONING Refer to `Sheets EE�:D � - _ _ - -- ^�- - = -C - 1 01 -- - EANERS t-- ENGINEER 7 7 �' -- INSPECTIONS C— 200'. C-202 - - t DEPARTMENT OF FIRE RESCUE �r. � f C— 204 - -- �`t�� VIRGINIA DEPARTMENT OF C--�- 2.�/ 6 N f}V ' TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY I Existing Indus ai building .; �es1 • ' `• �>•'' '` •' Existing industrial Building ` Existing nwnalt o------- Parking I o �- TMP 77-4 TREM COMMEIIAL RENTALS, LLC PMP 77-40M i DB 2893- 3 % H6, LLC t DB 907-684, LA r DB 5033-635 { ; , ZONE. ' / P ZONE. LI ; t - j i USE: STAR E -:. USE. DIST. l I iYAREHOU ? WAREHOUSE UL - - P I I f I � I I f it > i I` I I I t b I i e' ,I I I, I I n 101 TMP 77-40B ELEMENTAL E'COTECH, LLC CHARLOTTES VILLE @H TMP 56-87.1 BOLTQN, CONSTANCE � TRUST & SHIRLEY ° BOLTaN'� ' , :. ' I1�tlltlillili�lllltfl[ ..:.,�..• n � F TMP 77--38B RIVANNA WATER d� SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT R[VANNA WATER & - Y TNP 77-40A SEWER AUTHORITY �''A . N. 1 D8 565-288 - I m tw ...',' ' ^y N ... I DB 331- 564, PLAT I ib .� "'l �a > ZONE: LI (1 t !� a °gS'96"° USE: VACANT A $q TMP 77-38B � r RIVANNA WATER & � SEWER DB 76877ITY I DB 616-135, PRAT f ZONE: LI - ~ _ 54 � •'..._""`..,'� zooa USE: VACANT l� r $�NC�rM(P��p p� ��EA, - „s_. - - -- ------------ °�0°�•�°� g� -E! TNP 77-40 �" Il�.! .� - -- - / NARTUC LLC - - - - ® D.B. 3647. P9. 332 j _ - ---- - i ZONE: LI l _ �'------------- USE., l DIST. i C� �9- q / WAREHOUSE 00 gA `' , i `" " ` l • � $. ��+q/ l `' 0�� O f `,s p�j � rtapy#56 ap�� � • I ' ' - - + , pay , t t� + I tee° I I E1vcE N t s , , i` 1 i . / 00 a 00 aFHOD s`a ®s °tea®a d, o *,Blot. °emo+e "Was 000 ®: Refer to Sheets / C— 102 � C— 201 C— 203 C— 205` C-- 207 • I1 CURVE ABC amTH kA Jus IiEL1'A AXL9 CHORD BEARIAV CHORD LNXTH U 58.94' 408.40' W16'07" S 2P39'54" T 58,89' C2 1.23.70' 408,40' 17@21'14" S 09°28'06" ➢r 128.22' C3 441.06' 365.26° 69911'41ir N 34045'24" W 414.73' LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE `7 4• WM WATER NIETER 40 2$ � p O� �� FFE FINISHED FLOOR ELEVATION Z, ,' = TJFE UPPER FINISHED FLOOR ELEVATION s9 B SL BUILDING SETBACK LINE 000 ` PSL PARKING SETBACK LINE TMP 77-21 r� PP POWER POLE RIVANNA WATER & SCC STOR.IvIWATER CONVEYANCE CHANNEL SEWER AUTHORITY 0ZONE. WP WALL PACK D.B. 3599, Pgr. 660 Li �`' � O --- ULD--- ULTIMATE LIMITS OF DISTURBANCE USE DVACANT --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT r PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT PARCEL OVERVIEW --10 SCALE: 1" = 50' N• 46.67t ■.� ■ ■ ■ :� ■ ■:: ■ A '-DP MAJOR SITE PLAN AMENDMENT FOR WOOL N MtLLS L I r�_X-H T 40� INDUST'":�'IAL -PLARK TAX MAP 77, PARCEL 40B SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA © E-1 Purpose of This Amendment Q P 9 1. The purpose of this Amendment to SDP20.1800065 is to create Phase 2 to revise buildings, roads, and utilities. A The Intersection of Ford Road and Moores Creek Lane has not been revised. 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets r Z are shown on C--401 and C--402 for reference purposes only. CSITE DATA zV SITE PLAN NUMBER: SDP201600076, SDP201800065 0 � CQ w co ZMA NUMBER: ZMA201800017' Ri v�c*aA WPO PLAN NUMBER: WP0201600072 c w w w z W0z LEGAL REFERENCE: TM 77, PARCEL 40B °� a z RECORDED PLATS & DEEDS- DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326 OWNERfAPPLICANT: ELEMENTAL ECOTECH, INC. `� � 809 BOLLING AVE, UNIT C Q' 0 CHARLOTTESVILLE, VA 22902 W MAGISTERIAL DISTRICT: SCOTTSVILLE ZONING DISTRICT: LI ---• LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. PARCEL AREA: 14.06 ACRES PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00, SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1 % OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS, PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED..WITH IN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. ' FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, ° OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL FLOOR AREA: 125,205 SQ. FT. TOTAL PARCEL AREA: 612,527 SQ. FT. MAXIMUM FAR = 0.20 PARKING SETBACK: FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY. H PARKING: REQUIRED: ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLU$ ONE (1) SPACE PER FIVE HUNDRED (500) SQ, FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL. 0 STEEP SLOPES NOTES MANAGED SLOPES V) 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY —RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7,5. PRESERVED SLOPES 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER 30.7.4.B.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. A. STQRM 5IRUCTURE5 2. 3 .4, INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WHICH IS WHERE THE RUN-OFF CURRENTLY FLOWS. B. SIQRMW6TEE QQNVEYANCE CH6NNEL S C-- • INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET ALONG MOORES GREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS CONDITION DURING HEAVY RAN EVENTS, THIS INSTALLATION �►' IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. C. SANITARY SEWER A B & C:_ INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE. I ��' �N D E SHEET INDEX FOR. SDP20160007b Z C-100 ......... COVERSHEET � C-101 ........ EXISTING CONDITIONS &.►DEMOLITION PLAN SPI ......... r ` (AMENDED) � M 1 C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN SP2 ........ ILS (AMENDED) � PEI C-200 ........ SITE PLAN SP3 ........ "' (AMENDED) C-201 ........ SITE PLAN SP4 ........ (AMENDED) �,�. C-202 ........ GRADING PLAN n SP5 ........ r> n rtiT�rr P � (AMENDED) . 4 � � C-203 ........ GRADING PLAN SP6 ....... (AMENDED) C) � C-204 ........ UTILITY PLAN SP7 ........ (AMENDED) R�1t°�d C-205 ........ UTILITY PLAN SP8 ........ SIGHT DISTANCE PROFILES a'� E--+ C-206 ........ LANDSCAPE PLAN SP9 •••••••• RO A Y4 P4 4F mac, (AMENDED) C-207 ........ LANDSCAPE PLAN C-300 STORM SEWER DRAINAGE AREAS SPI O ....... (AMENDED)' SPI I (AMENDED) P��' erg°d�'a H ........ ...... G�i1ka� C-301 ........ STORM PROFILES & CALCULATIONS SP12 ....... ST0Rf7f Lt (AMENDED) SITE st E, 4 H C-302 UTILITY PROFILES SP13 ...... . -, (AMENDED) w ........ C-303 ........ UTILITY DETAILS SP14 ..... i)-�� (AMENDED) a C-304 ROAD PLAN & PROFILE & TYPICAL SECTIONS SP15 .... tWT*ftS•- (AMENDED) �`�\� ���°'� ........ C-305 ........ SITE DETAILS SP16 ..... r (AMENDED) c+ nortxrU ti nr� n rtr n r� n n n �+ �� SHEET N0. '0 C-400 .-.... EASEMENT' PLNf T �� C-401 ........ APPROVED MAINTENANCE ENAIvCE OF TRAFFIC PLAN rt�n SP17 .... Y� 4.4- �� r (AMENDED) SP18 ..... MAR"I � ENANC , OF I RAFFIG PLAN °��gift BaNw C-402 ......... APPROVED SITE DISTANCE PROFILE VICINITY MAP C-403 ......... LIGHTING PLAN C-10 SCALE: 1)$= 2000' SHEET 1 of 21 W N � R E F E R T 0 IS H FE 2 0 0 i ULDMimmmUL.D U `A�--� 2-STORY` G6 C� LD 1 0'� 2,125 SF/FL S3 " (4,250 SF) 45. C' '`' ° b:, �5;� \ 88.0 � - FF�E=374,00 4 as'- •b ,a i New Retaining Wall 9 ''4 a 45R ,, <�. a ,' 4 •"` �- ' UFE=388.00' \ Q 2-STORY ` y+ 0`d0 w/Handrail f :�$ �: .. • <: d :$ 4 4.0 1`-+ M CG-z R ` '.: ,' ,4 $4 . �'< t C t ,�". \ 2,64t9 SF/FL o i Max Height=10 96 �}� L1 (�� ► r -0' UFE=388.70 ,C i 2-STORY f i . `"`� � _ /'w/ + �' ' ' c� 88 0 e� `Q 02 A �1 � 8 •r.•'� < 4 A.t 4lY"•\ C7. V' � � � dd 4,{5116 rSF/1/FL i � �, 7 � X , r WA Py /gyp --- _ \ j Aa + v ftiI J,®C a7f 4 } It ��Q�J i L�Vf\Y ' A 1" 4• A �• •s 1 ff p• •f .:• �y ' �. $ � rt r�i F-'1 r FFE=348.0 a `12 din � � :.�a rj spo 1egf 27.6' 4,070 SF/PL �8 p -M.; - - �� � n�', � � \1 WM 2 � CG� � 4 � w � 1 eG- 1 z .�.... "' uFE=368.0 . ,Loa, (8,140 SF) � o I space t O��ps�ter i FFE=351,0 � � E z� t UFE=370.5 7 0' �' ,7 0'o aces New Retaining Wall A i 4 ! 2-STORY ' 7 8' �, z t � _ of Max Height=2' °? I� j 1 3,874 SF/FL G4' w tl ...8,8.0' (7�,748��SF) n"" CG�' 7 g Spa es s%� p 1 �•.6' 0.0' t. 4l 4`- F i G ^i 8"t:JV 1 , L Cia r� -- < .•. �, f.` - hp UFE=372.50 �f r s 1 1 CN �1 5 Sp ces 4 H H CG-�1.1• ''°f�''--.::...�;'�;' �Yp 88• p' .,' ,' • "' ' � E /V uL"0 i ' 10 x18' HHHHHH $1" T �.-'4' 880' 70' ~ a/V 7, RIGHT LiLq rn �� D CG~� . < , . 2-STORY u, o + SrR FRgN�URN 1D 00 1 pace `` "'`- `_' 3,791 SF/FL / - 5 Sp} ces .-► l Sigh/ kCIN 6' �� New VariableSF) 4 FORD ROAD Width Private o 10 k�8, ►fir'. FFE=3 6.0 70 16' (PRIVAi�) Access Easement FFE=356.0 F /. % ` cq _ ate • <. 4' UFE=375.0 V1 C? U .- , • "' Cor�cret•e 5idew 'i 7-� , 1�W ff � �• • / ``' � E� � �, _ �,• � w OR ��. Si erg t 30 � ..- > $• 'A • ._.•- --' `' 5 '` I WM AD � 4 <A..:.., ./� • � ';�'' �...-..{ � � � � '-' � � dYy Sri s • •A �. l , _....-•-- o I 11 Sp � '4 A 4-._... `6g~ 0 f ces 10, to ��. fs.a it -- Uoraw / 0 wD ULD t_ � � � -'` t i.. �, G _ $ .. -._. ,y--..: $ ---•, 4 . ��R c-�p, ` �Y�''� '�� ew Retaining Wall J � � ..�-� fi� � ca ULD ULD C0� `•� / yw/Handrail I � 0� - -- ULD ` .r .. js. ,r '` Max Height=5 G�f ._- , Cgtzc ' ^ - 1 WM p i c ca f, ✓ 701 1/ i � OLDo� �` ,� �....»..,.,, ,rete. S�c�e�r�-s �1 3 tiJj R9 ,. LfLI , i�J 1 walk ai~ --,. "°►! ��'f /0 Si9nft ce I4 /'t'� t ..,". ,•'1 (� � �" ' ��' tl ` ��. uN•. 4 ' 4 A •'•.r-.. � C.7. �' t • $. `' ./•• _ > ..J A40r , � � /Jj✓ a..a . « fil 2—STORY -- w e" It r i -' N 1,408 ar /FL (2,816 SF) yemen� i ` Cq FFE = 360.00 v N • -7 U�.D 2--STORY58.70New Retaining Wall K Q0//rstee Street. a ew Retaining Wall M 7�1;, y�--' w/Handrail , 14ist �S at k`1. _ S�9rt ND Rl ��1� U<D,w/Wandrail f (14,902 SF'�-q Max Height=10 &e�Ch H 4- ONrp oNT rU � ax Height=7 LFE=326.50 ERR Spik�ark 1`- `� Sign FaRD / ���D : $' �' �Lp FFE=349,35 yA e - �. `•-`�� `- 1.8' UFE=359.35 � 04,0 yfiF,r 70' MINIMUM 8SL B `eye, - .' `~; .--_____--•a...... -., �,,,..7a" i -• 4 < •� �.-' New Retaining Wall L w/Handrail �.•• a --- -. - - --�`'.�' � ��Max Height=7' Cif,, ULD U' I LD ULD — — — ` `• _. — -- _- -- -• _ _ ._ �� j _ •.'°^,,,,-•....,,,,,.�ro ' / I i !h ir?-3/o0' ZD 0 a tf / tf0.26. r 4 U 10,— W ni z H LEGEND Rod DB DEED BOOK U PG PAGE FH FIRE HYDRANT PA WV WATER VALVE T A WM WATER METER ; FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION _ • • ' . ; ; • ' . ' ; • : • ; . • ' . : ; • ' . ; BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE : : S'TDRM• WATER PP POWER POLE FLOW EQUALIZATLON BASIN SCC STORMWATER CONVEYANCE CHANNEL : O� WP WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE . ' ' . ' ; ' ' • ' --- TP - _ TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT U0 U0 � 0L° PRESERVED SLOPES PER GIS v v v IVIANAGED SLOPES PER GIS EXISTING TREES TO BE REMOVED VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SITE PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 36" AND ABUTTING A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER THAT 36" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 5. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. SCALE: 1 "=20' z wE-I C:� EE--� Z 0 H E--4 rn HEET NO. zol SHEET 5 of 21 14y I -- — — — — — — — — - - - - - - - - - - - - — — — — — — — — — — — — — — --- — — \YP %p Jos If 14, 1-01 Jf`-- .. i r�, ( \ -- -- I \ \ f//�\ \ _ _ \ l A>,. -- _,,y 1 EX MH-2 RIM-388.45' INV IN=384.25' INV OUT=383.75' 20' 0 20' 4060 IN, ��� tl I 1 I \ \ \ ` (I ;\ OCs /� , _ _ _ - `= c _ \ -;�Q SCALE: 1 "=201 .77 / J # ? , \ \ \ �` / -_'� 4py /' '\r 1 - i- \'' �\.u%' ` - " - " // -- ~ -- '_ c) LEGF T) er to minor Site DB DEED BOOK Ref M X PG PAGE --Plan Am FH FIRE HYDRANT Amendment to A 5 WV WATER VALVE �SDP 89-086 for appr p WNWATER IVIETER oved lans FFEI FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATIONt / t j i \ - `-~ i g \ _ -w / /\_ - . ". _ - , j _ �_, I / BSI. BUILDING SETBACK LINE PSL PARKING SETBACK LINE it i z._.-.--......j ' : ' \_...,._. PP POWER POLE ------ Scc STORIVIWATER CONVEYANCE CHANNEL WP WALL PACK /0— 69U. -77 --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING 2 FHOD---FLOOD HAZARD OVERLAY DISTRICT SET STPI Okf)W A PRESERVED SLOPES PER GIS f3 New F�etainlng'Wall Ef.MANAGED SLOPES PER GIS H-3 RIM= EXISTING TREES TO BE REMOVED -w/Handrail 396.76' -Max Heiq�t=6) 2 New Retaining ail - Retaining Wall G /' (.'INV, 40 w/Handrail.0, -391.05' VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT UT=� w/Hundrail M, H i ht=3.5' P x. ei j Max Height=3, _.-- •..• / / -•' ''4.... '' , '` •'.,•. •''' \, _'' •' .,,,., -' ' . \, ,' \..• ',.,. -'' f / ,J-- ,,,.. '" ,I. --' `- •'' -•-\',- P J � .'`' � UTILITY NOTES: Q) \1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE, THE ACSA OWNERSHIP r ------- WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, W CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE Al v '. / RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2� CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN -U4 ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE 1-STORY ---------------------- CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL New Retaining- Wall D 6,116 SF BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA FFE=399.00 w/Handrail GFIE=389.00 ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE Max Hei ht=13' MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE idu c� DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR New Retaining Wall H INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA Zr ---------- - C) STAFF, FOR A SMOOTH TRANSITION FLOW. w/Handrail I 0 Max Height=4' 44 - -1 1 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 13 EX 2 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE 1-STORY FLOWS. 5,6 SF 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. Existing industrial Building 1 3.50 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL C, Existing TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR Asphalt SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE OF THE WORK. Parking it 0 1 y4l} 1 \ \\\ �\ \''{ 9 7--7- 1 II i 1 1\\ 1 l I IA 1 T— r7i -404- Ali FH \`� 1 \, C ;rl I I EX CONC _; I I j 1 tI \ i I i { 1 { I I I 1 1-�M RETAINING WALL �-" � `; I � � t 1 ; i � 1 { �, r � 1 { t f 1 \ \ \ \ \ \ \ \ I TW=403.1 I I � ,, 1 t \ I ! { i i i � / ' � ' � I � 1 1 i 1 1 1 \ ,� \ \ \ \ \ , \ 1 \i 11 � I \ -_... - ~ -396 400 CA 402 71 EX 2-STORY -7- 11,232 SF/FL \ \ \ 1 , l , I I , I 1 1 1 \1 22,040 SIF ' l I I I I I I i 1 l 1 1 '� \GFE=389.00 \\ \\ 1\ N -K=399.00 ti Ili � I 1 \ \ �. ., .•.. \ \ �... Uj % Zlyt� I A ID ri 0 cv CO M Z M 0 A � 0 IN rH N (v CQ 0 w .� (D (X) D Z O 0 � c Z M 1-� P-i zc) -till �4 U w New hetaining Wall 0 Existing Indu wMandrall U- building Max Height=12' J. %Ti LLJ\ E- W f=1 U, V .4 A' r % New Retaining Wall I 4L Max i) Max Heiqll=7' 4- --4 45STOW 6,116, SF STORY,, -f3,975 SF/FL 00 j I = - Z -c 4� -GI 374.Oq 4i,92§-SF- Col I -- - - - - - - - - - - FFEt-M.001 ffE993.00 > 'FE=.380.00 --I / j\ \ -- X LFE=371.00' z 1"W > z I cal ��5j F4 Z �4 Q 2-VORY CD Z ' \ \ \ \ \ \ I� _ _ — — = - _ — -- -----~ / / / ti `sue- A L E-4 17 �D k�V,000, SFY lJQE-388.00N j 24 11(90 E-f i I. c7r \ ` ` _ -` -` `, 2-STORY- .380 E- N \ \. �x4 I 2,125 SF/FL 15" HDPE ---(4,250 SF) FFE--W4.00 X hH A 2-STORY ,New Refining UA 88. Z640 SIF/i`L SHEET NO. w/Handrail "Height=10'•(5.280 SF) ,,Max FFE=376.70 j �, \ \ \ \ 1 \ \ \ - \ \ `, / �- / / / �` ! . a \ ` " r- ~ "'" r : ; ' - _ i v -_ _ _ UFE=388.70 20-4 REFER TO SHEET C-205 SHEET 8 of 21 REFER TO SHEET C-204 - - - -__--- -- - ------ :A 'A 7_1 Lh 17 11 '0 W�L FFE=,371.50 IJ? ................. UT" ......................... IN, ­z fa SF) zim il C4 FID-94.00 is 4 New Retaining NUq 2-STORY w/Handrall 2,640 SF/l (5,280 SF) --'Max Height=10' X FFE=376.70 CO _7v UFE=388.70 --A 0 2,-STORY 4,516.. `� 2-STWY- �,,(9,032 SF)- 4,-070 SF/FL FIFE-z-148.0 UFE=36B.-O-� (8,140 SO Cl Ff!FMO- (41Y UFE-370.5 New Retaining Wall A --2-STORY Max Height=2' U7 SF/1� --- I F_ (7,748 SF) r FFE=354.50 — — — — — — — — — — — — — — — Z— — — — — — — — — — — — — — 0.0 UFE=,3,72.50 -7 "A 02 2-STORY LA T/FL Pvj­ —3s7ST (7,582 SF) co ROW clu FORD — — —- HE=_3�6.0 > UFE=375.0, co -T- FD 4- -- — — — — — — — — — — W, Z 7c OPE New Retaining Wall J1 k w/Handrail Max Height=5' s il.I z z 2-STORY oqs IiIV 1,4WSF/FL 4� u (2,816� `. Y X CA No �0 p FIFE 360-00 h)- p W-00 10 1 /v -V - --- 2-STORY New Retaining Wall K"-% I __ 0hp 1-1 589 ,Max Height=10' er ect to all 0hp 6W R—eta'lning Wall M 7,451 Sl`/�L w/Handrall 6-h-p w/Handrall -�14-,902-,SF� (see t, &-w& Max Height=73 LFE=326.50 t Ivot — — — — — — FFE=349.35 - ` _ `^. SAC `= _ - a - - -- — — — — — — — IN I? v IA I h 0.0. New Retaining Wall L zz- w/Handrail 0 Max HeIght=7' Z� 8 7, A //v IVIII oh/) HO n AIN, 0, Clay (RWtKSA) z 010 *\5 100 0 "CIO 0 1- 6 ri ao, 9,> van j 0 INC �0 CA Alop y 49F �W A 1 240_, e S S D FHOD AL z 0 _ earn • '' \ � / t / / . -. --_.� l I \ / \ � / \ i `�� �. ,� ,yam - - A 06 40' A6 40F ,10 0c/p/cj//7 0 4e mom— STORM WATER z N FLOW EQUALIZATION BASIN C) k/ev 0"e UTILITY NOTEa' .31 1, REFER TO SHEET C-400 FOR EASEMENT PLAT. ;;Is 20 2. All POST INDICATOR VALVES WILL BE PRIVATE, THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. E.. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE Z ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, mo SiA CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE �-4 z I? RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT ADVANCE TRWOSSCHEUDULE A ENGINEERIANG CORE A MINOF IMUM A MOFANHOLE. 3 BUSINESS DAYS IN Z W E--i 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND Z cf) MADE WITH FLEXIBLE RUBBER BOOT, ALL CORING METHODS, THE r �D CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL E-1 LEGEND BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA Z ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE 0 DB DEED BOOK MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE Z E-i PG PAGE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR <4 �D FH FIRE HYDRANT INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA E .. cSti WV WATER VALVE WIVI WATER TvIETER STAFF, FOR A SMOOTH TRANSITION FLOW. FFE FINISHED FLOOR ELEVATION 4, EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE E-1 0 UFE UPPER FINISHED FLOOR. ELEVATION TO THE SATISFACTION OF RWSA. BSI, BUILDING SETBACK LINE 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END PSL PARKING SETBACK LINE PRESERVED SLOPES PER GIS VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE PP POWER POLE FLOWS. sCc STORMWATER CONVEYANCE CHANNEL MANAGED SLOPES PER GIS 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN P4 Wp WALL PACK THE FIELD AND AT RWSA'S SOLE DISCRETION. SHEET NO. 200 20' 40' 60J ULD--- ULTIMATE LIMITS OF DISTURBANCE EXISTING TREES TO BE REMOVED 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL TP ---- TREE PROTECTION FENCING TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR FHOI FLOOD HAZARD OVERLAY DISTRICT VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT I SHALL COORDIAN'E LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE OF THE WORK. Uv SHEET 9 of 2 LANDSCAPE PLAN LEGEND: `Ili I I ' '•.; '+, j ' ',,. ( \ •' \, ._- --"' r— _, •, .....•- ---• ..M. ,, ...—• {--- --" --. � �-. —•- """'.�, a, - _. _ ._ - ~-'- � 4 III � I I � ".-- ----- -`' •---- --' -' --- -.,' _`." ._... ,--p• -- _ _ _.._ - _ - w ... -- � SACC AS � CE H A R ARUM U� EX MH 2�£y \ QP -- QUERCUS PALUSTRIS illv,"� t `"+r _TM \ `-.•."-.. y.. ...•.•... «-•--' 1 ) -,-r ,...r »..... T-_' .•_ .r-- .r ••� ,,.. ».••^" FA_ v ... r-". RiM-388.'tJ \, i� � � •-., ._..-• -~ ( �-`� ' - -- _ -_ - .... _ _ ti ; I N V I N = 384.25' INV OUT=383.75' ,\ \ - LT - LIRIODENDRON TULIPIFERA ns — 11 ` 0 �3cs _ �."'= r �x LANDSCAPE NOTES: ~ 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS Y. �' TREES, Refer to Minor Site =°�"' i �t / / /I \ 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE --Plan Amendment tom MUST BE SCREENED FROM PUBLIC VIEW, r �� 1 r 9C --sir---- 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS �" �--�"- r UT - SDP 89 --- O8 6 for ' _-- _.."� f �-' PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE u _• - �i it' 1 eps i t ,' . ��' \ �C'' i'- ''' ` roved plans `" - 'a I _ I \ GROUND COVER (NOT GRASS), 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING _cam , ,�Q ; f__- - - _`, — -- - -- __��: -- �,y:/ '� ` . ! i THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. --;'`"_-- 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION i� -- ' - - `" _. f-°�� \ _ - - - �'.- --- --: `- . _'-— -, ~ - �` i►'�\'I ; I BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE _� .-� , / / ` J .�, T� _ _ -�. \ I� \ PLAN APPROVED LANDSCAPE PLAN. 7. EXISTING CANOPY AREA A CONSISTS Or $ -12 CALIPER DECIDUOUS TREES AT 5 -15 SPACING AND 30'-40' HEIGHT. ' 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidu4urn)�, -' �-�'/ '' '"-� / ,`. ..,•' :i -'�•, -Y _s,. _'_ AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. New Detaining Wak4 E r:.. ' ..,- ,; r' J� ',�.-�- /..� H-3 I P \ f �`�„ -w/Handrail ult.i Max Height=6' / 2 _. i' INV. IN=391.16' ��-� New Retaining Wall G l New Regaining, ail �:. fNV "- _ ,L _ -' ' w/Handrail t andrail,.. i , \ .OUT 391.05 i p.� �� / C ' 1 Max Height=3' �. Max•Height-3.5 I(ey Quantity Botanical name Common Name Planting Height Size / Cal. Canopy Total Canopy SHADE TREES AS 2 Acer saccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 Canopy Grand Total 3,452 ` � r �; •�' � '" ,..' ,� -' -' „ --- �....-- -' , -- ,,,, '',, a�°-- � .- � -- ,,-' 4 LANDSCAPE CALCULATIONS l�, •� /��` / -~' ,,. --, �,,.. !.-- � ..- •--, ,, --f, � ,, ,- ''' � r, •-- � •-`/ ,.. � �.' //- -' ..--• --,� f �' / / f ,� / � ;fit/ � L ' } `;--•- --.... ._..., _ ,.._. ._._. .---•- ••-- `." ..•- i- � j \ r / f / ''` ' .• '� / ', /' ~' `'/ '' I •,Q i i INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) TREE CANOPY REQUIRED: 612,454 0.10 = 61,245 SF / f' .', ./' /'- ••,' % � "� ' � / ', -' f -''�' l ,., '- � --.. ,,. •..`` �, .-,' ,,, -..•-' ••~-.• yam•, � � � --' , I TREE CANOPY PROVIDED: 1-STORY l \ \I __ - -�-- EXISTING TREE CANOPY "A" = 10,083 SF .New Retainin" Wall D �`- �` \ / 6,116 SF , ' EXISTING TREE CANOPY "B" = 232,239 SF w/Handrail g / FFE=399.00 ,, li i f ` TOTAL EXISTING TREE CANOPY = 242,322 SF IN GFE=389.00 Max Hei ht=13' � � EXISTING CANOPY BONUS: 242,322 SF X 1.25 = 302,902 SF New Retaining Wall H PROPOSED CANOPY = 3,452 SF - w/Handrail i I TOTAL TREE CANOPY = 306,354 SF > 61,245 SF OK I ( t 1 390-- A\ Max Height=4' � t � � � � .- SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY r B . } I } % ' I I i } \ EX 2,/ i} PARKING LOT TREE REQUIREMENTS } l I } } 1-S Y} } I ! 1} a,' " •,.; \ , -- -i 4 "� I I 1 TREE PER 10 SPACES 5,60 SF � � i l I } 3 3.0 ; '; :., 4 . R \ I i' i 95 SPACES PROVIDED �=� Planting ` �, 02 r Existing Industrial Building ,/ ` - 1 Area d \ / \ k�' _ __ — Existing , I I TREES REQUIRED = 95 / 10 - 9.5 t } } \ \ , \ �+-~�� Asphalt( i I TREES PROVIDED = 10 OK 286 SF p \ \ \ \ Parking I I LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: I } PROPOSED PARKING AREA: 61,255 SF VFW ) Planting \ '� \ I �� \ \ t / I III F � _ Area K \ \ `7 _ — l I 5% PLANTING AREA REQUIRED: 61,255 0.5 = 3063 SF 1 Are SF -"'" — — — — � � } i PLANTING AREA PROVIDED: t ` i t ,• i 1 ; \ \ \ `, \\ I Fr= = = 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK STREET TREES: TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW STREET TREES WHERE POSSIBLE. Z. y I EX CONC } } } } _ } '�✓ H Area \ '� \ \ \ \ \ (RETAINING WALL \ } } } 1, 1 1 1 1 � I 1 } } r ,�: z•. J � } � � � $31 SF�=4 \\ �� \\\\ ��,` \ � , � II l I403.1 \ 6 I i I 1 \ \ `�2� qp0 I I FH FIRE HYDRANT f ! I I } 4 I I `1\ �,! U2 ` / I WV WATER VALVE WIV} } 4 } } t 1 ) \ \ EX22 WATER METER NIL\ \ \ 2-STORY\ \ -' / ) I FEz FINISHED FLOOR ELEVATION 11,232 SF/FL } � 4 � � } I ! � } I } � 1 '� ••.� \ 22,04.0 SF \ \ 1 a � LIFE UPPER FINISHED FLOOR ELEVATION \ BSL BUILDING SETBACK LINE GFE=389,00 39900 � � \ \ 1 1 � \ PAL PARKING SETBACK LSE I I I t } ' I =.\ PP POWER POLE SCC S TORMWATER CONVEYANCE CHANNEL, � I I L! \ WP WALL PACK � - _ tTLD--- ULTIMATE LIMITS OF DISTURBANCE } I I I I I } New �etaining all C s, Planting ` \ \ - � W --- TP ---- TREE PROTECTION FENCING I ! I w/Handrail >w \ Area G \ _� - -- _ _ --- PTOD--- FLOOD HAZARD OVERLAY DISTRICT a? c� Cq o 0 M H Z G� W � al 0 ti A U Z r 1 IHy \.✓•-{ i O 0 0 Z� 0v W .00 > p4 a1d'i�R o0 W Za I P4 I I I Max Height=12' ti \ 345 SF — I t Planting \ \ .f `` ' \\ \ \` -p _' _` -- -- x Z \ \ �18 SF : .. LU — A. rs/•a ` avj 4'! ' AlT A - ' ° 1-.��' , \ i!]1 } � l } 4 } '\ ° , . .'•4. •t . ` '� °- ♦. 4 ; ,• ' � � d .� � -•'� "/.. � ;• � .4 S 7V: -'". ..•-� K i • .%.. i 4. % '.' 4 "'---.. ,' � 1 \ � � tl 4 4 _ .. "�' _ _ - _Planting } I I 4 1 1 \ \ \ \ ' -� --- - - _ _ Area F l *,465 SF \ g4 - -" I \ New Retaining lull I -, FH,-' f ` `w/Handrail .f Max Height=7' ~ j } } 1,:STORY' \ \ \ \ ' , ~ -- / - 3= TOi -, .' _ \ \ - -\,ar- } l \ ` \ o ` I 1-,975fy SF// L / -- } } ,, Sil 7�`a \\, \ \ \ , \ �• •,'•, ,,,,.,/ 41,92 ' _.. _.'- �, .•-^ .--"' / "•/ .,'`• '.. \ "....,...- -. " .,.. ....,. "h... ..."" ,rye '`' •- "`.'. ,. tl.._ -_ -._ .~'l '•`', r- -.i I \ FFE 385,W I i 7 393.00 GFE=380.00� LFE=371,00 s \ 1 \ 1 \' \ \ \ \ I'� p I / / / � f ^"" 1 \ .\ / 'a ^'L' " •, � -- — — — — — — ._ — 11 378 ,, (p)/) �� `'•- ..,., 0...^ '. \ \ \ `` \ \ \ ',.• \ ,\`, ,..•......,.'/, / l H / ""'`--- •-' f \ \ \. '� \ FFE�37506E1;10� `` ,� , '`' ..,M ```' , \ ��~-•-`._�"" " /._- F^^-9 2-STORY -:,: .0 ..._`•.`_=-= 2,125 SF/FL 15 HDPE /� _ `.(h,250 5F) FFEE74,00 \ \ \ \ •, \ \ '\ \ °, \ `\ • \ a '' , a `�' �38eW '\ Y -,,,New Retaining'Wa 640 SF w/Handrail --- \Max Height=10' ., / "�' / / � "� -. `� `• - w - _ \ (5,280 SF) ,. - ` \ -,. FFE=376.70 UFE=388-70 2, -STORY- ` 4,518�SF �F1. ` / � � �:�: ! / / / ' 2_ STORY- 9,032SF FFE�fl7SF/FL 48,0 I • .1�{' / ! f ! ^~_ `' •`.• 1 ?` '`-r : � i ` ^„`"' +••....- -+.•. .."^^ .,,,,x 1 M . 4 . i1. JFE-3680 _ — _ Planting -- % / �-Planting 35�1.0 `` -- y/ _`�'-� `` �' i- ` -- ,y' " 20' 0 20' 40' 60' REFER TO SHEET C-207 SCALE: 1"=20a E H J � � � w I Q.4 Z SHEET NO. C-206 SHEET 10 of 21 REFER TO SHEET C;--- 206 A 06 2,125 SF/FL -.,,(4,250 SEA < \ `` �• Ne' Retaining Wa I �� .: . a w\ a . }a . a , spa j_ :/ a 4 ` ` - .. o^� S.tJ4T \ ` 2-STORY j' I P \ \ \ \ \ \ '� Nw/Handrail g \ .;"� \ �. `. `� a, 6 P f f / , ;` / / • -- •" \ O \ 4 emu` •• . r 2,640 SF/FL fi _ SF., e Max Height=10' — `` (5,21 0 Oil ,� 1�=376.70 � iit � \ .. \ \ \ `� \ \ \ •- ..,,,. ,`, \ ``'` .,� ,� �- ,� / / �, '{ , . • . '-�•,-w...� --• ---- �. `.. `---•--.. '� . • ^ UFO=3�.7Q � STORY e") f \ �. ©``\ �\ \ ` \\ \ \ \ \\ \ \ \ . • / ' al 4,516;SFA 2-STO�I: -9,h7G w1 Cq 4i!0JF�- v� CO r••E FM UFE=368;C}~, Planting-� / f Planting �/ FFE=351.8- - ~, '' -- ~_. - _ __ \ Area / / // Area B ,dFE=370.5 `` ~ New Retaining Wall A �229 SF / / 1525 SF 2-STORY r i c5 ,i \ \ \ •� -1 \ \ _ Max Height=2' __ _ 1 __ _ __ _ �. 3,874 Sly/ t - _ - \ / _ �oAe r �, �' .\ \ - `� / / `� ` (7,748 SF} �.�•` _ ,, �` _ �- _ 'See L 9 eq to �, \ r, \ \ - . _ s 4' ., , / r r - r - . - I ...�.. �.._. — .�... -_JFE .50 ~- jscq e h qn \ \ .: , . r - : -- • • 4 �, UFE=372.50 _ _ _ ___ _ _ _ _ _ _ __ �. _ ._ _ A v _--~ ► nl +I p> ' \ ` \ p Note 81 �`t} , - - -- '"- ? •., +-d `u ' > I \ - ~� �s----=350 0 �-- :' .--_-..'~ _ 2-STORY 4•'� 1 I- Pv (7,582 SFj `. \ , - 0 EF"56.0 C2 �Planting 5UFE-37 rx °, 'Aa D' CD eu 151 SF — — 5i GU ROA �qIWP1anfii g > Cv o . Area ."'�..u* to _ _ , - __ - .35 >°. �a -a ryv _ LD ULD _- VQ� d �Xp �~ k�__S New Retaining Wall J w w j {� ` .!' '��LD �� -��__ ULD V0 �� .- — -_ \ _ yl w/Handrail i # w H W I � _- Ut~D t� � -- _ ~� "� ..- � u `" 7 ~- \ ` \ / %�� Max Height=5' � a j / ) s/o 1 , _ -_ a - — 1 WM „ \ -� - - _ 3---I 0 • `,� L -..-. .. ,4 ,'". '-... ,` N �q '`• '� r '..•�- . '� 1-�- <•--4c'"''� • 17 1�Q. - Ld" `1 '•`� "� !' .� / 1.01 i11 L' i s i e gn �sq �t / ` \ / .- " 6„"'a ,: • �`~ - . % :. \ E `er~ ~ ~_ _ / c) U C1/ ~ "� %A "^•. V'". '... $s' +... .` ~. • +f o t� ,.,3°. ✓ �,. ••^ A. • '.d !-.br.:.. •mow... "..-,. —. O ._. --.i• ! © ~'`a. �^. � ....•,.. y ...- - f •.--/ -,.. ., •-"-. '-•.... It 'O. �. 2-STORY i`J h�`1' •'-Y� _ � (•(•�`.. `' 8'' '+••. -�.-. 'f�s r//�fr ""'•. .7s '-,.�. ��r �_. ..-...._ -� 1. ..SF . �` 1 �` ` s / f/ 4j r , —0 _ ��? �' r ~`' Planting pr} _ .._.� �} 816 �i t TQ JLL Area E FFE_ -- `360.00 _ - , _ S, (7 a ~- �� w � �Q, Jc IEsk_l j 'A ,��---- - `" 2-STORY " --- ' New Retaining Wall K` 8�Q VED _ _ ` ew Retaining Wall M 7,45i SFfFE. �' `' - \ `� w/Handrail w Handrail _ - AGE Max Hei ht=10'- `LQ,. ^� Max Helght=7' LFE=326.50 F lI FFE=349.35 4a P _ �° �, Vr%_ _ _ _ -~ C. p yl- .� New Retaining 'Nal! L '` \ _ LD �4'H— __ `` -- — �-••- ------ _.._... �` - yl �w/Handrail `�" �'' _ - -- -- -__ UL �� `" ""`� _ -_ R - Max Height=7' �- - -� _-__ULD /./// \ �--_." ate. -. - .-_ . _ � - _ __.. -` _" ----• ...._. 1., `'�a.� •,, � `.,F, " `•, `` ,� ~` •••., � `` .,., '` ..,, " .''.,,•• '`•-' /j' VA TR) loo --OP Q" q,tK SPA) Alc � -~--—._.`�.`— • -- �`• �Im!-�� e�� pia ads,/ 1 Fri 26 CAIVOP f•' "` 8 FH X law XX _ 00 LANDSCAPE PLAN LEGEND: 01 A. eloollp1pit) / rp- AS - ACER SACCHARUM //LANDSCAPE CALCULATIONS QP -- QUERCUS PALUSTRIS / INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) / TREE CANOPY REQUIRED: 612,454 0.10 = 61,245 SF STORM WATER � \ \ \ `.• . \ • / / ,,- ..--� .-- ` FLOW F_QUAL1ZATION BASIN \ \ \ \ { / / 'f'/'✓ / /' - LT - LIRIODENDRON TULIPIFERA � TREE CANOPY PROVIDED: EXISTING TREE CANOPY A" = 10,083 SF „ EXISTING TREE CANOPY B = 232,239 SF TOTAL EXISTING TREE CANOPY = 242,322 SF eV,/ S ` \ j. , die �, _Are ode \ \ ! ,. / / i %� // / Z EXISTING CANOPY BONUS: 242 322 SF X 1.25 = 302,902 SF LANDSCAPE NOTES: ��o \ \ PROPOSED CANOPY = 3,452 SF ` \ , .� � � , / � •' 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS /'TOTAL TREE CANOPY = 306,354 SF > 61,245 SF OK\ TREES. 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY ,B . MUST BE SCREENED FROM PUBLIC VIEW. P -VPUD 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS PARKING LOT TREE REQUIREMENTS --��t� � A. / �j / / � � .� PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW "`�"_ U4p \ �` ` , / / / / MAINTENANCE GROUND COVER (NOT GRASS). 0 TREE PER 10 SPACES C �� �D `� ,/ / / , / / Ai, 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. 9S SPACES PROVIDED � \ `` •, ` / - / �/ / / /' 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING TREES REQUIRED = 95 / 10 = 9.501 THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 'TREES PROVIDED = 10 OK Al/ / / f/f`� 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION / / / 01 BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: � �, �` ,� , � � `� ..,, `•',, ,, . / � / ,� � / / �• / WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE: PLAN. ` 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT PROPOSED PARKING AREA: 61,255 SF / 5% PLANTING AREA REQUIRED: 61,255 0.5 = 3063 SF \ / 1 / / / 0 � / 5 --15 SPACING AND 30 -�40 HEIGHT.` - / --' / / / �} P f / / " 1=i ,� �` � � � 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulumPLANTING AREA PROVIDED: } �" `� ~-/ / / '~ // O• / 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK \ � `• //;f / / / / ,.�. AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. r , \ �.'� �� - -/- s *, / / / / ! / E-i STREET TREES: \- - _~/rGIaND / E TO MEET THE STREET TREE REQUIREMENT T`HE DEVELOPER IS PROPOSING TO `� ~� - / DB DEED BOOK ' m �, �' ` % PG PAGE PROVIDE TREE�; S SAVED AS SHOWN ON THIS PLAN IN ADDITION TO PLANTING NEW \ 0 --� / / FH FIRE HYDRANT ~' Key Quantity Botanical name Common Name Planting Height Size /Cal. Canopy TotalCanopy SHADE TREES AS 2 Ace rsaccharum Sugar Maple 11' 13/4" 195 390 QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Liriodendrontullpifera Tulip Poplar 12' 13/4" 387 2,322 Canopy Grand Total 3,452 STREET TREES WHERE POSSIBLE. `` - `~ '" / / / WV WATER VALVE U � H G �` ,• '` 4 *° r _ '" m/ l l / W-M WATER METER �. 01 & `�\ '' f // // FFE FINISHED FLOOR ELEVATION a x � - ` Pin �.� � -' � UFE UPPER FINISHED FLOOR ELEVATION Pk � BSL BUILDING SETBACK LINE SHEET NO. 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( // ( I 1 +/l✓ pf + , r +'r r j ''� New R oinhlg">MaEi D j ' - \ ✓! r/ ilDlts 25 \i ! 1\ I -� _-; I \ \\ r / / � A i I I i t I i t I I 4 1 1 x/Handraf7 j / �---- .. _ I # \ I / / i ' ~ \ r i Max Hei t=13 �'FF�i9.00 0 . 1 A c % i \, _ _ _ - _ _ - _ ' t r /r /l o'' -�/yy . 5� I q { 11 I\ I 1\\# I t I I t I i 'I � `\ `� -� D A 2 5 r/ `1yI'll { - I l i I \ I /, / I J I I I I I t \ \ / iVew Retaining It H I i # i # I l ,'I ;'i r I I \ O 0.03 Ac ---'- I I ;I I f / I %' I I I \ } t \ � If I t i 1' i 3 a _ w/Handraii f 1 / / / J} / D .: d- /\ 1 I I\ \ 11 II \ t I I I 4 \ j i I~ 1 \ r- Max Hel�nt=a' _ I I# I 1 f i r / �' l I e. `� � \ I I \ { l 1 I I i I I I I I i -'' F. �`- :-- -, �,� �, j 1 1 1 / i / % ,�' � � / ,/ I - / \ I i \ \ t \ i� I I DA BLD-1 3 w I I I I l I I t I /' - -" -- -- __ I =I I SF 1 / I / % �' , _ cs \ I 1 \ ! \ 1 l l �.1 AC i I I \ I :/ r- % ,/ �` i / i / ' , / r y J , j J� - \ \ \ \ t I t t ` I-- - { b ,'• . � '. � " ` / - I1 I I I I I 1 ( y./ '` I I\ 1 i, 1 I ` I I i I \\\ 1� / '/ I # r 1 /! 11 ;- I ,I t I \ \ 11 4 I t t # I 1 1 I / \ 40 �� 1 I, , I # # / / - I I I I i I I I � I t \ / / \ r Existing Industrial Building I r / r ` \ t t I 1 t /` f I J 11 \ I t I i I 1 t DA 15 I t i t as 4I` \\\ // \ t i 1 I a1> ' I -- -= Existing I I j I i I '-- -- 1 I I // %/ / // � - r I \ I t I 1\ I 1 i D.Q2 A t t \\ I i Aspfzalt / II4411 1 1 I i / \/ ✓! ✓✓✓ _ /% \\ I f I I i \ i I I I\ I I I I I 1 t` 1'{�LI (2? 1 t \\\ I I \ --� __ - Parking i i I I i ► // / �,✓/✓ //�` g it - /j\ l It II 1 i\ 1 it I i I I I I ,' > `: I I I 1 \ ��\ \ \ \\tea' I - \y `'� I I II i I / ! /� 9\\\ \ / I 1 I / /!!✓ i1 1\ I i I I t 1 \ i l I l i i \ \ a ---,-_-- I / / / ✓ ✓ , r t # I \ 1 \I 1 i i I Il ' ' i t t , ��I t D A 14 `� \\ • lb, \ \ \ I _ 2 D A 2 3 ---- 4--q) 111 i I / / i / / / / / 1 _ t i i I t \ : I 1 I \ \ \ ( \ i 11 - 0.2 2 A c ._-__L_ . � 1 I I I ' t ' \ i 1 I 1 I > t l I \ {). 4OH C \\ \ ` 11 / _ ( ff 11 / / V -// / / / .", I II I I t \ \ \ \ \ \ 1 I t I t . 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II ttI1I #II t 1,1I I .\ \ \ \ \\_ \ . \ - .____..__..-_ __ti&o _. - ,6 \ \� IIi/ r r r { ---'✓- '°�ill, i i I I I # t 1 t I t rn I \\ \.®C\ \ \ `1, "j - ��' �. \\ _ \I'll / r r l - * I, 1 t I I, I \ } \ \ \ DA 12 •,_. \ ., d 1 f I 1 j� l - ' 11 1 I (1 I 1 I I I t 1 I Ig` 1 1 \ 10 \ \ \ `\ �'\ \ � /'• _ - - 1-1 + -- ,, !/ if /III l r I /l _ -' %III _ /°, I # I i # I { 1 I I '� \ \, \ ".a \ ��0.56 Ac _ " - _ _ i -__ - __ - ��__ _ I _ _ I �`` // ✓ / If lI I // r I / / j:-'I \ � I I I I I I 1 1 1 I t c :, , Q \ _ ` - ` _ --- - 9 - -- 39 �'' - ///!/ f /' i ( / / r / ,-,.- .' I I I I I i # # fit' / r / J / / -- v , # I I ,_ ,- -- _ I - -w, `` - --- \ \ \ - / // °! / / / ! 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Il ! % / / / / 1 1) # -1 11 / 1--' ( / '-,/ / i I #-- i / j/ / ``� \ \ } .---- l -✓ / / rIle - U�300 // / ��x / �' x / /° / �14 /,/- '- \ -- -W-7 \ // / _ _ Jl _ _, I I -f J i f �/ ° // \ r //// / i ,, /// / / / oVc Irgp �1 /1 %If // ` \ �� / \ / / _�.._._i1___---._,-_ I - / /i/ // / \\ \ - l \t- / / ° / r �/ / 1 / ! /'o _,./' ! \ \ -�' l~ \ /' % ._'_ _ __ I j� / I j f/ // ,/ \\ `1`` ,./ /// /// °' 1 / / / I / / -/ • '�\ \ \ -, ✓ - # / I \ / / \ / / l .,�---' ,� SHEET 12 of 2 360 355--- 350 345 340 335 330 325 320 315 310 -0+25 0+00 1 STORM SEWER PROFILE C-30O HORZ SCALE: 1"=40' VERT SCALE: 1 "=10' 1 +00 2+ 00 3+00 to rn00 ,xj C11 400 • �_ �__ rKiklr�ls' 'I - s MINIM -390 II�I� ■li1�l . » .! �N•± M.- 81 �� �1 r•Ill•�irwr ��i-� 410 405 400 395 390 385 380 410 405 400 395 390 385 380 -0+25 0+00 0+65 fi STORM SEWER PROFILE C--300 HORZ SCALE: 1„=40' VERT SCALE: 1"=10' 2+00 SLO n r r'- CalMFn ty-r)ro i 5 0 5 0 5 0 -0+25 0+00 0+50 7 STORM SEWER PROFILE C-300 HORZ SCALE: 1 "=40' VERT SCALE: 1 "=10' 405 400 395 390 385 380 .r , �1■■Gii"i 3+00 375 370 4+00 LD-229 Storm Drain Design From Point To Paint Catch A (Ac) Runoff Cal Inc CA Acr-um CA Tot Tc (min) Total Int (in/hr) Total Flow (cfs) Up Inv (ft) Down Inv (ft) Pipe Len (ft) Inv S (%) Pipe Dia (in) Pipe Cap (cfs) Velocity (fps) Flow Travel Time (min) Str-02 Str-01 0 0 0 2,956 5 6,62 13.83 317.00 313.51 155.721 2,24% 24 2939 9.28 0.28 Str-03 Str-02 0,4 0.86 0.344 2,956 5 6,62 13.99 321.86 317,001 68.92 7.05% 24 52l,061 14.07 0.08 Str-04 Str-03 0 0 0.000 2.612 5 6.62 4.29 336,94 321.86 95.471 16.00% 24 77.92 13.32 0.12 Str-05 Str-04 0.4 0,24 0,096 2.612 5 6.62 4.3 340.00 336.94 18,081 16,92% 24 90.66 13.63 0.02 Str-05A Str-05 0.03 0.52 0,016 2.086 5 6.62 1.48 342,00 340,00 77.621 2.58% 24 31.47 5.19 0.25 Str-06 Str-05 0 0 0.000 0.430 5 6.62 2.5 341.5 340,00 191,00 0.96% 15 4.96 4.6 0.69 Str-06A Str-06 0.07 0.86 0.060 0.060 5 6.62 0.4 348.00 341,60 49.511 12.93% 15 20,131 6.43 0.13 Str-07 Str-06 0,431 0,86 0.370 0.370 51 6.621 2.23 342.90 341,60 33,901 3,54% 15 10.531 6.83 0.08 Str-08 Str-08A 0.14 0.86 0.120 2.071 5 6.62 18.64 363.1 361,50 5 32.00% 24 110.91 26.22 0,00 Str-09 Str-08 0 0 0.000 0.895 0 0 8.42 372.37 363.00 153.5 6.10% 15 13.83 11.9 0.21 Str-10 Str-09 0.05 0.72 0,036 0.895 5 6.62 7,82 373,87 372,37 53.59 2,80% 15 9.37 8,57 0.10 Str-11 Str-10 0 0 0,000 0.430 0 0 7,61 375.67 373.87 53.58 3.36% 15 10,26 9.18 0.10 Str-12 Str-11 0.5 0,86 0,430 0.430 5 6.62 4,29 377,281 376.68 31.92 1.88% 15 7,681 6,44 0.08 Str-13 Str-11 0.1 0.86 0.086 0.086 5 6.62 0.56 378.50 377.50 64.40 1.55% 15 6.98 4.58 0.23 Str-14 Str-11 0.38 0,86 0,327 0,343 5 6.62 2.8 377.33 376,67 61.211 1.08% 15 5.81 1.721 0.59 Str-15 Str-14 0.022 0.72 0.016 0.016 5 6.62 0.71 384.00 382,00 106.041 1.89% 15 7.69 4.1 0.43 Str-16 Str-08 0.75 0.86 0.645 1.056 5 6.62 7.98 363.80 363.001 29.38 2.72% 18 15.02 8.63 0.06 Str-17 Str-16 0.02 0.72 0,014 0,014 5 6.62 0,09 364.50 363,80 41.35 1.69% 15 7.29 2.92 0.24 Str-18 Str-16 0 0 0.000 0.569 0 0 6.2 364.58 363.80 149.40 0.52% 15 6.58 4.39 0.57 Str-19 Str-181 0.26 0.86 0,224 0,396 5 6.62 5,86 370.00 364.58 121.17 4,47% 15 11.84 9.67 0.21 Str-20 Str-19 0 0 0.000 0.173 0 0 3.44 375.00 370.00 58.30 8.58% 15 16.4 10.58 0.09 Str-21 Str-20 0 0 0.000 0.173 0 0 3.44 377,00 375,00 30.75 6,50% 15 14.28 9.57 0.05 Str-22 Str-21 0 0 0.000 0,173 0 0 3,44 393.72 377.00 160.38 10.43% 15 18.08 11.4 0.23 Str-23 Str-22 024 032 0.173 0.173 5 6.62 3,451 394,97,1 393.72 148.89 0.84% 15 5,13 5.21 0.48 Str-25 Str-241 0,031 0.721 0,02161 0.02161 51 6,621 0,14 _386,751 386,491 37.80 _M9%j 15.001 4.641 2,50 0.25 Str-27 Str-26 0.231 0,72 0,16561 0,1656 51 6.621 1,10 391,451 390,00 15100 9,67°fo 15,001 7.911 OM Str-29 Str-28 0,291 0,721 0,20881 0,97921 5 6,62 6.331 330,00 321.86 220,001 3.70%1 15,001 22.291 10.791 0.34 Str-30 Str-291 1.071 0.721 0,77041 0,77041 51 6,621 5,08 334.00 330-001 38,061 20.51%1 15.001 18,151 12.711 0.05 365 360 355 350 345 340 335 330 5+00 -0+25 0+00 1+00 STORM SEWER PROFILE C-300 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' . 30 r5 370 365 360 355 350 345 340 335 33O 1 +50 395 390 385 380 375 370 365 360 --0+25 0+00 Lj STORM SEWER PROFILE C-300 HORZ SCALE: 1"=40' VERT SCALE: 1 "=10' 1 +00 395 390 385 380 375 370 365 360 2+00 2+00 4( 3f 390 385 380 375 370 365 360 400 395 390 385 380 375 370 365 360 -0+25 0+00 1+00 3 STORM SEWER PROFILE C-300 HORZ SCALE: 1 "=40' VERT SCALE: 1"=10' s _ M ■■■1■kl■lir� -WII�IIII � Y�� ! iwlll� ■�■■1■wl■r i wi�■I��il, •i •1 �I■ �i i�■I�■NI■■Ir■rlll I�wwl■1■t cd n n rn 410 405 400 395 390 385 380 375 370 365 360 355 I i I t I I I I 1 1 350 3+00 4+00 5+00 6+00 7+00 7+50 V LD-204 Stormwater Inlet Computations Sag Inlets Only N u ? Vi q� {'� a� 0 xa U 2 C 4, U Q v� o ce U rQj E V) v °; U a U Cf ra o' F-CL cf 12� O N (J a X v Cl +°j o 0 V) E1 + ,_ f- V1 U s ICU C.7 w a Q or C� V1 S= c s 0.. C1 T p t7 is V) (ft) (Ac) (in/hr) (cfs) (cfs) (1/1) (`/) (1/1) (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) Str-03 DI-7 --- 0.641 0.86 0.550 2,904 6,62 12 9.78 0,015 0.20 0.02 0.08 10,25 0.46 100% 2.2 0 --- --_ --- -_- Str-05 DI-2C 6 0,25 0.24 0.060 2.353 6.62 0.24 7.58 01015 0.02 0.02 0.08 1,78 0.09 100% 0.24 0 0.09 0.51 0.18 1.78 Str-05A DI-7 --- 0,05 0,52 0,026 1.958 6.62 0.1 7.34 01015 0.08 0.02 0.08 0.57 0.04 100% 0.1 0 --- --- - - --- Str-06A DI-7 --- 0.07 0.861 0.0601 0.060 6.62 0.24 0.24 0.015 0.07 0.02 0.08 1.32 0.09 100% 0.241 0 --- --- --- --- Str-07 DI-2C 6 0.32 0.86 0.7-751 0,275 6,62 I'll 1,11 0,0151 0.04 0.02 0.08 2.59 0,31 100% 1.11 0 0.3 0.5 0.6 2,59 Str-08 DI-3C 6 0.14 0.86 0,120 1.932 6,62 0.48 7.24 0.015 0.08 0,02 0.08 3.57 0119 100% 0.48 0 0.19 0.5 0.38 3.57 Str-10 DI-2C 6 0.05 0.72 0.036 0,893 6,62 0,14 3.57 0,015 0.05 0.02 0.08 0.23 0.04 100% 0.14 0 0.04 0.5 0,08 0.23 Str-12 DI-3C 8 0.5 0.86 0.430 0.430 6.62 1.72 1.72 0,015 0.05 0.02 0.08 7.56 0.46 100% 1.72 0 0.46 0.5 0.92 7.56 Str-13 DI-7 --- 0.1 0.86 0,086 0.0861 6.62 0,341 0.341 0.015 0.05 0.02 0.08 0.681 0.1 100% 0.34 0 --- --- --- --- Str-14 DI-313 6 0.38 0.861 0.327 0.3411 6,621 1.311 1.371 0.0151 M81 0.021 0,08 7.491 0,32 100%1 1.311 0 0.32 0.5 10.64 7.49 Str-15 DI-7 --- 0,02 0.72 0.014 0,01.41 6,621 0.061 0.061 0.0151 0.031 0.021 0.08 0,131 0.02 100%1 0,06 0 --- --- --- --- Str-16 DI-2C 6 0,37 0.86 0318 0.918 6.62 1.27 3.67 0.015 0.03 0.02 0.08 3,34 0.32 100% 1.27 0 0.32 0.5 0.64 3.34 Str-17 DI-7 --- 0.02 0.72 0.014 0.014 6.62 0.06 2.4 0.015 0.12 0.02 0.08 0.11 0.02 100% 0.06 0 --- --- --- --- Str-19 DI-2C 6 0.48 0.96 0.413 0,586 6.62 1.65 2.34 0,015 0.07 0.02 0.08 7.49 0.46 100% 1.65 0 0.46 0.5 0,92 7.49 Str-23 DI-3C 8 0.24 0.72 0.173 0.173 6.62 0.69 0.69 0.015 0.04 0.02 0.08 3.87 0.25 100% 0.69 0 0,25 0.5 0.5 3.87 Str-25 DI-7 1 0.031 0.721 0.02161 0.02161 6.621 0.09 0.09 0.015 0.05 0.02 0.08 0.1.31 0.021 1,00%1 0.09 0 --- I--- --- --- Str-27 DI-2Cj 41 0.231 0.721 0.16561 0,16561 6,621 0,661 0,661 0.0151 8 4.911 0.261 .661 01 0,261 0.51 0.521 4.911 Str-29 DI-2CI 41 0,291 0. $6 0.251 1,171 6,621 0,841 3.921 0,0151 0.091 0.021 0,081 6.491 0331 100% 0,841 0 0.33 0-51 0,661 6.49' Str-301 Headwall --- 1 1.071 0.861 0,921 0.921 6,621 3,081 3.081 0.015 -- 0.021 0.081 21,18 0-671 1.00% 3.08 0 --- I --- I --- I --- LD-347 Hydraulic Grade Line Calculations Inlet Station Outlet Water Surf Elev (ft) Rise of outflow (in) Discharge of Outflow Pipe, (ft) Length of Outflow Pipe, (ft) Friction slope of Outflow Pipe Friction Loss Along Outflow Pipe, HF (ft) Velocity of Outflow Pipe, Vo Total Head Lossfor the Structure, Ht Final Head Loss at Junction, H Inlet Water Rim Elev (ft} Str-02 314.46 24 13,83 155.72 0.47 1.66 9.29 1,85 3.51 317.97 324.22 Str-03 317.71 24 13.99 68.92 0.31 1.51 14.07 3,35 4.86 322.57 324.86 Str-04 322.18 24 4.29 95.47 0.10 1.55 13.32 13,53 15.08 337.26 348.00 Str-05 337.31 24 4.30 18.08 0,13 0.44 13,63 2,88 332 340,63 346.00 Str-05A 340.29 24 1.48 77.62 0.09 0.19 5.19 1.82 2,01 342.30 346.30 St r-06 340.63 15 Z501 191,00 0.50 0.76 4, 60 0,76 1,52 342.15 344,25 Str-06A 341.72 15 0,401 49.51 0.05 0.33 6.43 6.07 6.40 348.12 349.67 St r-07 341,991 15 2.231 33,90 0.26 0,32 6, 83 0188 1.20 343.191 346.36 Str-08 362.05 24 18.64 5.00 0.23 0,40 26.22 1.33 1.73 363.78 368.40 Str-09 363.7 15 8.42 1.53.50 0.58 5.49 11.90 4.05 9,54 373,24 378.50 St r-10 373.24 15 7,82 53.59 0.75 1.13 8.57 0.38 1.51 374.75 379.21 Str-11 374.67 15 7.61 53.58 0.68 2.07 9.18 1.00 3.07 377.74 383.53 Str-12 37735 15 4.29 31.92 0.54 0.32 6.44 0,28 0.60 377.95 382.58 Str-13 377,74 15 0,56 64.40 0.13 0.13 4.58 0.87 1.00 378.74 381.20 Str-14 377.28 15 2.80 61,21 0.49 2.43 4.72 2.55 4.98 382.26 385.66 Str-15 1 382,261 151 0,711 106.04 0.14 0.29 4.10 1.731 2.02 384,28 389,52 Str-16 363.78 18 7.98 29.38 0.53 0.62 8,63 0.56 1,18 364,96 369.00 Str-17 363.9 15 0.09 41.35 0.04 0.03 2.92 0,67 0.70 364.60 367.00 Str-18 364.95 15 6.20 149.40 0.97 0.77 4.39 0.03 0.80 365,75 369.53 Str-19 365.2 15 5.86 121.17 0.50 2,71 9,67 2.71 5,42 370.62 374.73 Str-20 370.39 15 3.44 58.30 0.26 1.33 10.58 3.70 5.03 375.42 380.50 Str-21 375,42 15 3.44 30,751 0.29 0,57 9.57 1,43 2.00 377.42 382.49 Str-22 377.37 15 3.44 160.381 0.25 4.31 11,40 12.79 17.10 394.47 400.62 Str-23 394.47 151 3.45 148,891 0.631 a801 5.21 0.471 1,271 395,741 399.97 Str-25 1 386.641 151 0.141 37,801 0.07 0.021 2,501 0.241 0.261 386.901 389.00 Str-27 390.211 151 1.1Qj 15.00l 0.11 0.16 7.91 1.291 1.45 391.661 397.00 Str-29 1 322.481 121 6.33 220.001 0.65 5.31 10.79 2.841 8.151 330.63 334.00 Str-30 1 330.451 151 5.081 38.061 0.321 1.301 12.711 2.701 4.001 334.45 335.25 1 � WEIR WALL TYPICAL DETAIL s13� a d «7CD 00 rn o CQ x m Pi � t-4 L� Z A � Z CQ CV ca O U W co 00 P4 z �21©o Wax yH� a z zw0" W W da 9 C'i IP4 0 i/) 0 E--4 M Z 0 � FA � a H a � SHEET NO. C -301 SHEET 13 of 21 r, Lr_� ■■■r■■r■■■ � Irllllr■Iwl■� - %sue rr■■■ —■ �I! ii� ' � f f � �illiir �� �■■1 �� � ��1� ■ � �� � ■ I ■ II I ' f III■Ilrrllll�l■� 1 � I�� _ _ _ _ ■ �L�.��/11��i=•i; •T"3,'l�li���lr�_ �� �I■IIII ■■� r'i:L� . sue'. ommim'.".rr"r��_1 � � ■■■■■■■■■■■■I■■■ ■■■■ mow■■■■ ■■� w■■ ■■■■■■■■ III•■■1■■ f I wwr■ ww■ � Ir s • � ■■■ ■■■w■rl■w■■Iw■1■ Irll■II�II■I�■II■ ��■111�111■II■■■M� � ■■■I■■rr■■■■■I■■I ■r• ■� ■■■■I ■■Iw■■■■w • f EM 375 MOW • �%....rllrl"'�irl■■■I■n!rri._...'`sr�ll`i� ■Iwllwl■■ w1INl��--�wr ...ri �`i►"''.' �.../+.,�I■■ r . ., ; _. .. � w■■� i��l�■I■■■■■■■II � ■�il■■IA . t �. ■■■■I■I■I Irr■ w■ il•wwr■ � ��■I�■ I—ill■���., �'!■•.' � I■■■■� i�i■~■� - i�i■�■wr�� � - _ _ _ _ �i■ I�nlll�■1�� • I -w Iwlgl _ I ■ww■Iw■■■■r■rE - IN 355 rl■■II■rllr ..I,MINwl■I■ MIIIIIIIIIIIIIIII 350 1■Illllllrrrll •�""' NOW ��,,,..�rr%.yt��,`"rw■Iwrl■■I■■■■I■■IwU■II■■■■rr I■■■■■ wrt I■ Irrirr ww■■ ■■■■■■■■I WNW - t WON I♦ r N•�M IINwt I■ r-. Iw � II IIIIII�I ■� IIIII ■ III ■ ■■�-��� III■■II■■■�� �11� wi�ii a■fr■ II■I■w�r•.�. �---- , ■■■■li■r I■ _ _�1� ■■■wlllrlllw rir■Ilr■ 1� � II ..■�■ . � - �ii Il�ii �. ■■ �■ Illlll�w ■ i�i■r ■■■■i_■ii■■■■r■"��... `."wf■w� - - -- - - ■�� ■�� � �� :Ilr,`If '■1► I■!�1(i■tY:G1ST.l�i.'Y:4,7■■■■� ��IIIIIII■I�MMIII■�IrA�r w■rw■■Ilwl■■■ I w■■II■I■■■■w■■ ■• wl■1 wll■� - _ - _- �■M■w■■ ■� � �� ■III _ _ _ ■ww■■■ �I�wll � � Iw■■ �Nlrr■� ■� _ _ f • f . ff WATERLINEAM PROFILE.— illelwm- Now -- II■II■ I— ■■■I� � Il ■I w+r■ I w■� Ir•� �Ntlllllllll•I■�N�■ f I�* II ww■ �� ��■Irl�� 1� ���■III II Iwll� I M■IwI��I■i{. f �� wwwl 11�■ram f • •1 fi MMIN ! 2+00 3+00 4+00 5+00 6+00 7+00 8+00 11 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 9+00 10+00 11 +00 12+00 12+00 13+00 13+00 14+00 a) cv 14+00 4 0a en a cQ co m 0 PIP m m z A a av w� s W z W 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 14+50 p z 0 H U2 W A C? Z z 0 z P -s Z Z �4 Ei W E >-� O � a E-i a � SHEET NO. �C-,,302 SHEET 14 of 21 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION i i .r - � irrri � i • • % j%t NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6 LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION c BEDDING NTS FIG. W-2 FRAME & COVER (SEE FIG. S•-1--D,E) SLOPED AREA -� STREET SURFACE OR NON -PAVED AREA H 1'•--O" MAX i n9) RUBBER COATED STEEL 3' 0" MIN STEPS CAST IN PLACE PRECAST REINFORCED " CONCRETE SECTIONS 12 MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" .' 4'--03) FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE a VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF r, , CONTRIBUTING c --- = ----- s. SEWER. A. •d < JI 12 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON --EXTENDED BASES. 3° ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE ---IN N.T.S FIG. S-1--A 1' COMPRESSM x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL. SOFT COPPER COPPER 1"x1"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE; 1) SADDLES SHALL BE USED ON PVC PIPE. 313' MIN. 11/8 BEND COUPLING a 45 2 aX L PLUG I 2 7 1 FOR TEE OR WYE WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4." & 6,J 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8JJ 45 2,66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL 8E RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS ---- FIG, W-3 36"MINI 24"Ml 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE -- -- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY. DIMENSION --INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --�--HAUNCHING --BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) j NOTE 1. OPEN CUTS IN PAVED AREAS �NITHIN EXISTING VDOT RIGHT--OF'-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3-WHERE ROCK 19 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE ' FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R. ^hMPRESSION x 3/4' MALE PIPE COUPLJNO APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. J--• OAST IRON LID If FINISHED GRADE � 1"2"^15" I ] 9 - BOX METER METER `-CORPORAT90N STOP NECESSARY SAND OR DUST UNDER 'a-:'f f � �.�:; k� � {: �.r7 4' DJAMEIER DRAIN PIPE, 92" BOX AND SETTER (2 INCH :'�LONG STONE POCKET, 'VDOT MINIMUM THICKNESS) �?. �.�% `�'^�.olJ:: c SPEC. 203, NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8 )2 cue I" METERS) NTS FIG. W-6A TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S--3 It Z WATER PLACE 5' GALVANIZED WITNESS "POST WITH CAPPED ENDS PAINTED SLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. I FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID - - - M.J. GATE VALVE LINE I1 _ _I 2500 P.S.I. CONCRETE 4 2'x 2' HEARING AREA. THRUST BLOCK 4 4 Q 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-•3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"---1" METERS) NTS FIG. W--7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MART<ER MAIN LINE SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 e � `� ,E 1 8 __ ri, S8 N �. 0 rC ArE dy G] E 6 I±1:3 0 p E a Q -t x p P1 c0 e to N zn M CJ �J Nu LJt '-' E z Q -- °CL W w rMl E �nA0 ism ,- N E to u� r u u 0 0 a O 2 L 0 0Iq f 1_ TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D NOTES: (2) 6" DIA CONCRETE FILLED POSTS W/ ���y1A 1. DUMPSTER BETWEEN BUILDINGS 1 AND 2 IS THE ONLY DUMPSTER PLASTIC BOLLARD (YELLOW), T-O" HIGH, Finished Concrete Slab THAT IS REQUIRED TO HAVE WOOD FENCING. I I { EMBED S-O" MIN. -7 I......._... a 77 �"' 71 ;f § t�l i�5 f .^. y }r ti44 S •` ? yi ` { �Ic� Vi 'q'1, .I. ,1•� f yft ir�if fir; ) � tw, r r S ti;(�; /y� \y{, ; t.. �� 4 I tie,. 1' 1. a ('•< + „ `4E�r1,Pry +�� 6iJXl f t • §T , `�`• '� ' �4 \ ,✓ , t i t' i� ai 4Y �. Iy'�k� t tb , }ix: 2 1 S Cq J. (ilK ff• F ' I { { Y iv i j1 JJr I i 1 `t j i'tt S r r , f 41­ . 48" ,%]• 'd,.� p' fir^ i✓'�3 �ii',^ .'k�E� � ti zit rT Gy ti ✓/`S r r` a w i t"�' J �✓' ��� 0'4� WOOD FENCE DETAIL -301 SCALE: NTS DITCH LINE ACING SPACING Jf z r- D.I. PI GRADE SPACING 207o TO 357* NOT OVER 36' 359 TO.50% NOT OVER 24' 507 OR GREATER NOT OVER 16' PROFILE ANCHOR EXTENDS INTO SIDE OF DITCH I 6" M1N. VARIES D.I. PIP£ 2500 P51 CONCRETE ' •; PLAN ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. T� Ij.l TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES s' MIN (270') 2' TO 1 a' 7 CU, FT. 18"-22" VALVE BOX #68 STONE-� 42"MIN 6" GATE A A , VALVE • sa t� ' 4 TJJ X 61 a �o. TEE 2500 P.S.I. CONCRETE BASE AND THRUST fi '::'•i eJ.;.°� b, r,,' BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NN OTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.s° FIG. W-4 FRAME & COVER SEE FIG. S--I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2t-0" RUBBER COATED STEEL STEPS 1'-0" MAX a CAST IN PLACE � b ,- PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE 4 DUCTILE IRON PIPE (CLASS 50) M : 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12' MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE, 5JJ =a MINIMUM ELEVATION DIFFERENCE VARIE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH b TRANSITION OF FLOW BETWEEN 11 INLET & OULET PIPE SHALL BE �• .' ' n . ' a PROVIDED, 12" 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT" FOR 'THE SOIL CONDITIONS, 2, THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &, GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG, S-I-C Iccet shall lace way from storage Eli 4 / Z >13J rea and SWivi-1 0<14 x6 Wood 6' 'hDOD FENCE 3000 psi Concrete I �` � icket 1/C AIL --301) i Depth 6 inches (SEE DET x4 rail 4• ° . Q Ci, D $� d d. d `4 A , 4x4 wand' ,' .o0 6x6 post c� 4 ci WWF . v \//\ /\ Concrete ; . \`' �\\�`\ \ �\\/ \� \�• \\� CO oat i n ° a /// /%/ / // // // // // / / .-, 1- g 4 ' \//\/\\/\ / 0"diameter ° 4 4 1.0' W Q 24" depth .4 Compacted VDOT 21 A q 4 v tJ Depth = 4 inches OZ 10.0' 10.0' q W x 2 DUMPSTER PAD DETAIL -301 SCALE: NTS Z UTILITY NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, o CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 3 BUSINESS DAYS IN ADVANCE U 0 o 2. CONTACT RWSA ENGINEERING A MINIMUM OF TO SCHEUDULE A CORE OF A MANHOLE. WATERTIGHT AND MADE c4 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. 0 w RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE W a - CO SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OFI Z > RWSA STAFF, FOR A SMOOTH TRANSITION FLOW, �1 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. US E- ' 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA S SOLE DISCRETION. 0 w o GENERAL WATER & SANITARY SEWER NOTES FOR RIVANNA WATER & SEWER AUTHORITY RWSA W Last Revised: April 2016 t� 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards Version 1.0, adopted in December 2015. except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA 1 prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-•552-7001). 4. RWSA Engineer (Victoria Fort at 434-977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with, and the presence of, RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system.The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate, The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner, 7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewer lines bypass pumping and/or pre and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities, Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under on existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 10, New water main installations shall be pressure tested, chlorinated, flushed and have Water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhang* retaining walls, footers for any structure. drainage structures. etc. 13. Trees are not permitted in the RWSA easement. GENERAL WATER & SANITARY SEWER CONDITIONS ALBEMARLE COUNTY SERVICE AUTHORITY ACSA 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. 3, All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. 4• Datum for all elevations shown in National Geodetic Survey. 5. The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). 6° All water and sewer pipes shall have a minimum of three and o half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on dead-end lines shall be nodded to provide adequate restraint for the valve during a future extension of the line. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR HE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D,O.T., UNLESS OTHERWISE NOTED, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8°A,2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, o H 1111 B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. U 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR A PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS General Construction Notes for Streets (This list is in addition to the General Construction Notes) '1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. }�i Z 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrode sail, Three (3) copies of the test results shall be submitted to the County. If a subgrode soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. � Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it i5 deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). �4 J--I 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. E 7. Compliance with the minimum paverent width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall° be strictly adhered to. J4 8° Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to then these be }-{ I signing and recordation, approval of plans shall null and void. � 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County., Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or E-4 designee, they are deemed necessary in order to provide safe and convenient access. � 11. The speed limits to be pasted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. C'7 Gc7 a 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag SHEET NO. points as shown on the road profiles, 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The M- 303 video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. SHEET 15 of 21 CL G- 1. 0. `'� 2" SM 9.5A 0S .c� I% �.. 10-2 2% SLOPE CG-�6 8" VDOT #21--A Aggregate base material FORD ROAD TYPICAL SECTION (10+00 -> 11+75) : NTS Compacted Subgrade 3" BM-25.OA CL 51 18 ° 10' 8' 2' �- 0. 5' � II 1% SLOPE CG 2 2 SM 9.5A F 2% SLOPE CG-6- 8" VDOT #21-A Aggregate base material FORD ROAD 'TYPICAL SECTION (11+75 -> 12+25) SCALE: NTS 3" BM-25.OA Compacted Subgrade CL 10' 1 --- --� 10' 16' 2 0. ' 6 _ . 6 --1 material vuIllNu\'Lv'u 0uuyl u+tc 3 FORD ROAD TYPICAL SECTION (13+15 -> 14+50) C-303 SCALE: NTS CL 10' 10' P5E 2" SM 9.5A CG-2 0. 5' , �x CG-2 2% SLOPE I'� -���III�� 8" VDOT #21--A Aggregate base material FORD ROAD TYPICAL SECTION (15+50 -> 19+30) SCALE: NTS 8" VDOT #21---A Aggregate base material FORD ROAD TYPICAL SECTION (19+30 -> 21+50', : NTS 3" BM-25.OA Compacted Subgrade 415 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 3" BM-25.OA Compacted Subgrade I �• ` 1 r a ti I I , , �1 , I 161"i / J 40' D , q tly�r SCALE, 1"=40' i' vv 01 r !, 6®5 \ 1/ , \ \ } 1 t l +1 1 1 11 1 1 11 t �xlsttn9 y 1 1 Asphott. `, 1 11 1 \ ,I 41 E"�Iskln9 1ndustriai \ \ \ y— 1 I !t It y 'yrr �_.�..- r- J � 111 rrr„we�• Nf--_---------- //r// —/ ,/ I lam, � \\ � `\ } rr • !,f��'1�f�,/ It / :a, 'I ,.y• ,.. `+ ,.t.. "y�� -'='y r -' //! !/! aj�o- --------------------- JACD�� _4A�� ^.. ,.,,,-� `'•..,tee � � ---'///// ���``'`.�� _-.._�ti�'trj AOPI ---------------- ------------ 415 I I� ■ . II ' iHORIZONTALA ��■�■■II� ■III ■ I■ I■� ■I■��I�■ ■ ■N�I• II ■C �I I IIII ,�'C!�'�'I�NN�3J�:,.. ,. wWALSCA` ■ I■ININNIIN■ ■II■INNN� III N�' I.i. INS ��■ ��■■11� '►i'7 �i�!/fiTil�k�l �' . �' � II111■ INr■■ ■ ��■■SIN■ � ■� '".N■ N■ , �� � N III N■� �N � 1� �„r� - ---- - -- ■■� iii■ ■ i■■I■"■■■ilii' i �■I■I ■■■■II�I■I iii,�■�r•"•_�■�'r �IIN��ill■■ ■1�1■■NI■ �'N''.�������� R•�" r I��NI INNN�II � � rlll■��� _..err, � � v-��1�. .�.'•�� � IIIIII _..� ■� IIII� N ,,.,,, I ■ N I ' �� -III III III I� _ °�i ICI■■N■ ■ I■��� �■■ ■■ IIII� �� N■■�i � I �II��� � � � � � i�l����� � ■ ..Inl�l■ '� �~ _ II■II■NNI■ INIINI■ N■ ■'�' .• F : � #r �4 11 il[� � • - ��� i■II ..■I�li�i ■a+. ��l� � i. � !�►" � II ■N ■ ■ III ■� ■■N■I■ �■ III■■ � III■■ III■I■■ �� �I III■■I■ I■■■I� MillIN ,► ►1 , . t. ' _ 1I1 YE"�i w OR ' , is •' I` L s ■ ry �,�� ���i■TI •,�I' ■■I■ I� II ■ I I■■� ■ II I�■�■Ir I� II■■III � ■�Ntm,'.wl=l�"'" �;!��/��� �NI■ININ■■.IN�. ■.■. IIIII�N.� 1�1 . .�� Nrl■1■■II■� �I�■ J�'� ���: _ Irri■ ..i ,.. Y�� !f � ■N■�NNNII!! � � � � .• ;d � I mom • ■� - +M► `` ■III ■ � f1 � • .r 320- - -- -- - -- - — 9+75 10+00 11+00 6 FORD'S ROAD PLAN c& PROFILE -30 SCALE: 1" = 40' as 0 C\Z 00 .--1 0 z PQ V 0rA jyM�w �wi W� P V )5 ::4 I!] IM P� 65 0 60 E 55 50 �E--i z V ) Cki 45 W � Z � E--4 35 H J `� 50 U H ��WW{ ,25 pW ul SHEET NO. 20 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50k. � %) V SHEET 16 of 21 NOTEt WHEN A PED£STRWI ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE i HE CROSS SLOPE SHALL BE 2Y FOR I A WIDTH OF 5 FEET. I - A ! ! xM STREET APPROACH SAME SURFACING (RADIUS TO BE AS "' C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLAINS) v0i g, 3' 1 (RADIUS TO BE AS "" '-'- '--' - - "'- - ' -' "-� SHOWN ON PLANS) CO-2 OR CO-6 I f (SE NOTE i) � - _ - / 9 - 9 SIDEWALKSI GENERAL NOTES 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7 THE CURB FACE ON THIS STANDARD 15 TO BE ADJUSITEO TO MATCH THE MOUNTABLE CURB CONFIGURATION. 2, SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. D�V,A�Y. I, (SEE ! w NOTE 5) 1 OPT{ANAL UNPAVED SPACE r 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - - _ vl FLOW LINE --� --•-,-j R!'A' LINE (EXCEPT ANY SUBGRADE STABILIZATION FOR PAVEMENT CAN EXPANSION I `T EXPANSION REQUIRED MAINLINE WHICH BE OMN7ED IN THE ENTRANCE.) JOINT -- h I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE RAW LINE NOTEt WIDTH "B" 2'•0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. �'J' SHOWN ON TYPICAL SECTION. A ' PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAONONE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 1G`PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE UMI7S OF THE RADIISHUULD BE INCREASED TO 7".(SEE CG-13) 8% MAX EDGE OF PAVEMENT OR 1 GRADE CHANGE1_::�:_�: i OPTIONAL FLOW LINE o•� ® - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY ^ - -•' - - - - - -NOTE 73 THE ENTRANCE. 8X MAX. ® 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES GRADE CHANGE --- 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CG-It IS USED FOR STREET CONNECTIONS. THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS A - A OF SICHITH DISTANCE NAND KESVALUE AREq IREMENDTS. STOPPING VOOTSECTION 9, OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A -7.r PORTION OF CUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. I �_'�. ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 -e .n. .I .6.' CONCRETE SECTION C-C ENTRANCE VOLUME CRAVE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 k MEDIUM 500-1500 VPD LOW LESS THAN 500 VPD S 6 X 8 d NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION METHOD OF TREATMENT \VDL7T REFERENC ROAD AND BRIDGE STANDARDS SDz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 E 203.04 CG•13 ' RADIUS LENGTH OR 6'-O" LIMITS OF CC-1.3 WIDTH OF I (WHICHEVER 15 C4TEA7ER) A- �..1 I' Ire PERMISSIBLE COAST. JOINT �'�iY 'h WIDTH OF ENTRANCE - , LUIS QF PIED. -�:± LIMITS OF PEG. -- - �OA�L"W�OMv5 T'E`O �k X 8 BARS 4 (2^ G-C 1 URN. CONIC. COVER 012.. ACCESS IROUrE ACCESS ROUTE uN__ 5P LAPAVE0 SPACE SIDEWALK OR �� I(4" DEPTH) "' EXPANSION JOINT - I ' PEDESTRIAN ACCESS ROUTE DETAIL Op SIDEWALK i Imo.. ADDITIONAL RIGHT- -WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN T' DEPTH ``, EXPANSION JOINT z '� ACCESS ROUTE �I EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT•OF WAY, UNPAVED SPACE p OR SIDEWALK-•- `\p o 1 +.p ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. `m DETECTABLE WARDING (W2'1 , STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND \s n FLOW LINE I USED BY PEDESTRIANS. f ACCESS ROUTE IS ADJACENT TO BACK OF CURB. UIMMUU WIDTH SHOULD BE G. GWIDTHUTTEi LIMITS OF CG•13 I EXPANSION JCiNT X IF PEDESTRIAN ACCESS ROUTES ® ARE BEING PROVIDED, A MINIMUM I 4' TRAVERSABLE WIDTH 15 REQUIRED WITH MAX. 2'/. CROSS SLOPE. NOrES� MAIN ROADWAY PAY LINE I I,PROPOSED T' SIDEWALK IS TO BE POURED MYONOUTHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WTH REQUIRED BARS. A � 2.PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. HALF PLAN 3.REQUIRED BARS ME TO BE N0.5X8" PLACED T'CENTER TO CENTER FACE OF CURB 8•, t CLASS A3 CONC. LONG BE GOER t/j'.M'O-DEPTH OF SIDEWALK. MHNNMUM NORMAL GUTTER -7- CALL DETAILS AND DIUENSION5 NOT SHOWN ARE THE SAME AS _ , c. • �. fl. • a, • o, a. ' P. �; STANDARD CC-90• • p.. 6. .'i." ." N. C. a o°° o°° o° o - °a' °°a °J.°°O° 5.THIS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS 6" AGGREGATE BASE AS THE NEED ARISES. TYPE I SIZE 21 a 6.WHEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CG-7, THE im • MCURB FACE OUNTABLE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE ATIOM SECTION A -A 7.SEE STANDARD, CG•12 FOR DETECTABLE WARNMTG DETAILS. . 5 # a" BARS aP 12" C•C PERMISSIBLE CONSTRUCTION JOINT PERMISSIBLE CONSTRUCTION JOINT I -M a C�CREYE C COVER A. .a _.' 4. .'A . 11 : n . .'A , .� . '.i . .'A . ..a. °°a',° 6" AGGREGATE BASE °*-"'°°° ,°.°a ° 6" AGGREGATE BASE ° o o°a 6" AGGREGATE BASE °.° TYPE ISIZE 21 EI °° TYPE ISIZE 218 °a TYPE ISIZE 21 B SECTION B-B SECTION C-C SECTION D-D SPEC)FIENCr COMMERCIAL ENTRANCE �VC�C3 r .REFERENCE ROAD AND BRIDGE STANDARDS 5D2 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.D9 _L CO-7 NOTES, �� 1. THIS STEM MAY BE PRECAST OR CAST 1N PLACE. 2,CONCRETE TO BE CLASS A3 3F CAST N PLACE, 40M PSI IF PRECAST. A r11 :t J, COMBINATION CURB t& GUTTER HAVING A RADIUS r 11r r • r OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL r 4. r .. ► BE PAID FOR AS RADIAL 0OMMATION CURB III • D , D , - D , t1 • D , - - D , ' ' GUTTER. r r r • • r r r F • 4. FOR USE WITH STABILIZED OPEN -GRADED , a . A5 , Q ° r r , A . d r r r DRAIVACE LAYER THE BOTTOM OF TFE CURB AND GUTTER %2L.L BE CONSTRUCTED SLOPE SUBBASE r r • A. D D D r r PARALLEL TO THE OF MO TO THE DEPTH OF THE COURSEPAVEMS r J 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 15 BASED - YON ROADWAY CLASSIHTCAMOii AND DEWN SPEED 7" 2'-GIN AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MAhIJA, N THE SECTION ON UIMAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTMXO CURB, THE TRAIWION IS TO BE MADE WITHIN THE BOTTOM OF THE CURB AND pBA�RpR�IER �T�HE REG jA;FE0 G 14 STANDARDS CAN BE MADE AT GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 7.WHEN COMBNATICN MOUNTABLE CURB MD CUTTER IS THIS ANEA MAY BE CONCRETE AT SUBBASE COURSES PROVIDED A USED. THE STANDARD ENTRANCE GUTTERS OR STANDARD THE OP71ON OF THE CONTRACTOR MIN. DEPTH OF 7' IS MAINTAINED CONNECTION FOR STREET INTERSECTIONS ATE TO HAVE THE MOUNTABLE CURD CONFIGURATION INCORPORATED. COMBINATDC-TrION 4" CURB AND GUTTER ESPECIFICATION ROAD A��MM ST40RM iIIiRX m Rmmn"r or TRANSPORTATION 19f 502 SHEET f OF 1 _ REVISION DATE 20104 CO-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE GLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMMA11ON CURD & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRANMACE LAYM, THE BarrOM OF THE CURB & GUTTER +INA1 N BE CONSTRUCTEYO PARALLEL TO THE SLOPE OF SUBBASE COURSES MO TO THE DEPTH OF THE PAVEMENT. 1` FA ALLOWABLE CRITERIA FM THE USE OF CG-$ IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. -^-'THE WrU OF THE CURB 90 BUTTER MAY BE C(21SifIIOTEA PAPAUEL M THE SLOPE OF SU, RASE CMIRSES PROVIDED A ANUM DEPTH OF 7' 15 MAINTAINED. "- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATIONVOCT REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHffFr 1 OF i 602 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTE: ONLY STAKE TREES WTH LARGE CRONNS, 2" CALIPER OR GREATER; IF LOCATED.QN.WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING; NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES, REMOVE TAGS; LAOELS, AND PLASTIC SLEEV.iNG. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE.SU.CKERS RF.FIELD GROWN, CU'r AWAY. ALL BALLING ROPE$. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER ANO.CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING.HOLE SCARIFY SIDES BEFORE PLANTING TAMRSOIL AROUND.ROOTBALL BASE FIRMLY VATH`FOOT PRESSURE 66THA,T ROOTBALL DOES NOT SHIFT 2 TREE PLANTING DETAIL -301 SCALE: NTS ROOT BALL 12 GAUGE GALVANIZED MARE \•-- 3-2"X2" HARDWOOD STAKES GALVANIZED WRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"X2" HARDVVQ0D STAKE, 2'•G" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 16, OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3". MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4.6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1.2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARESHALL BE VISIBLE ABOVE FINISHED GRADE W SALICER BACKFILL PLANTING PIT WITH NATIVE SOIL, INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPO$T LAYER 4" x 18" PERFORATED CORRUGATED PLASTIC PIPE; CAP FLUSH VVITH MULCH PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL .. Oi 1 %2 SECTION CAST IRON -� 1 -- %a SECTION STEEL N T S 2'-7" LUGS TO BE I I f'-31 L 2%2" x 21%2" x. 4" I c CAST WIT-H1--�-! l t. DEPTH OF INLET iH) TO g� SHOWN ON COLLAR 1 , WY-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI -IA t Zi OPTIONAL eSRACCIRIBS 9% „ 2,_7„ 9y „ CAST I GALV. IRON I STEEL 66 LBS 3 L65 143.6 -J_, INCLUD NG INCLUDING LUGS ICONP£CTOR B 2, THE 11Hr' DMBENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM TH1,E INVERT OF . ONE WELDED JOINT THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "N" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL CONNECTORS TO COLLAR PURPOSE'S AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCNQEIIIAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I ., X 4,1, STRUCTURE. �2' X W�!" x 4"i I �R PLAN LUGS 1"' 12" rIr �/21.- I CON ,CONNECTORS 4. IN THE EVENT THE INVERT OF THE BORATE REMOVED) OUTFALL PIPE IS HIGHER THIN! THE SEE pETAIL A • BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED --i-t.-ye, WITH CEMENT MORTAR TO PREVENT SECTION B-B STRRUUCTURE- TIC N COST QFWFI WATER IN AL N �` COLLAR DETAIL t/," MIN RAISED TO MET INSHAPPALL NG Is BE INCLUDED 3, LETTERING IN THE HID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WAIERWAYS 5. STEPS ARE TO 8E PROVIDED WHEN H IS CAST IRON ONLY sT°PNOARDGSSTT-1, FOR DETAILS SEE DETAIL' B 6. THIS ITEM MAY HE PRECAST OR CAST - IN -PLACE. DETAIL A 2'-6" p i 7. 1¢4 X B" SMOOTH DOWELS AT 4'-2" HARDWARE-------� CLOTH I,r 1''3' SEE D£TWL APPROXIMATELY 12" C-C TO HE I - PLACED IN ALL AREAS ADJACENT /zr .4 DEPTH AGOR. I,. TO ABUTTING CONCRETE TO PREVENT #8a, $7B DR FJ n j) (j �[ ,�j 1} _ SETTLEMENT.iN LIEU OF DOWELS I T Iifl IlJ'i(JlIIjljtNH8 x 6 0 H A TTL " NOTCH MAY BE PROVIDED. q'''nQ , AZ w SEE STANDARD T-01-3, 4 FOR 5 a p��? 3" DIAMETER i►Frti[fjfjl�nn!�'('( tftfn7iiii F,nf! �Enn�E�EE� I�fnI1�I�I '{r7li ALTERNATE DESIGN. j� °il m � D, COLLAR WEEP N OTE 8 U LI tI LF LI U 1! / ry 8. 3" DIAMETER WEEP HOLE W T 12"X12" y PLASTIC HARDWARE CLOTH I " MESH 1211 jj (j�j ���'''jjj ((([[[ jjjjjj {��}}} j� jjjjjj 21 OR GALVANIZED STEEL WIRE, MINIMUM N IV to n A ' 12"-15"-ta" OR 24° � � ll � { { � � j } I I � � HARDWAR DIAMETER CLOTH °ANCHOOREDRFIRMMLYSH t^T iV cV j.) } 1> ' , A A ' u� (�l U u� TO THE OUTSIDE OF THE STRUCTURE. f� 9. CAST 1N PLACE CONCRETE (5 TO HE 41 A , n n A � CLASS A3 (3000 PSO. PRECAST CONCRETE IS TO BE 4000 PSI, SECTION A -A 1�2 poi+11 = 10. MY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAILB tl MEETING THE APPROVAL OF THE ENGINEER tl�41- MAY BE SUBSTITUTED FOR THE CAST IRON APPROXIMATE WEIGHT LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE f CAST IRON 11, DUMP NO WASTE DRAINS TO WATERWAY 15" CONCRETE PIPE - 1.528 CU, YO, GOLJCRETE ��a" I ia" ORATE 365 ± 18 .LBS LETTERING IS REOLIREO ON ALL 01-1 18" CONCRETE PIPE - IL CU. YD. CO CRETE iii���"' "'^ SSS GRATES, LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU. YD. CO CRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADIII ADDITIONAL FOOT OFEDEPTH. GRATE DETAIL NVOOT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE Ir SHEET I OF 1 REVISION DATE 1211 - 2411 PIPE, MAXIMUM DEPTH (H) w 10' 233 104,01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 OG-12 GENERA[_ NOTES, 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE ?YARNNG 5UFACES. PRODUCTS NOT LISTED SHALL MEET I THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CO-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•4, 5. REQUIRED BARS ARE TO BE NO,$ X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID•OEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'!Z". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE 10 BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED I - .1> 'vl BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AI ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEOESTPIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES. FIRE HYDRANTS DROP INLETS ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CO-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS l5 A SEPARATE PAY ITE)d AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SLOE WALK TRAMP 12:1 MAX 4&-I MAX I. \� b'8 8 l0a MA% TYPE A PERPENDICULAR ` ` / 5 MIN v (A% I UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL I ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �� AND USED DY PEDESTRIANS. ' I 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12.1 MAX ar � I I PERPENDICULAR TO THE CURB. 5• MIN W * _ M9"`' i - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT I -1 ` ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK A' MIN TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY - AT )L' , 2" HIGHER THAN I TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT *X , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 1 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C ,' 4'x WLANOING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL SI PERPENDICULAR I INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME - 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF i CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE __., 11-6"•2.4" C-C WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 I I g 0 0�"'_-" •MOOIF!£D AS RECOMMENDED 8Y THE MANUFACTURER TO MATCH 3- O O O O O O O O O O THE BACK OF CURB. v- 0 0 0 0 0 0 0 0 0 0 LANDING RAMP u O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � a t ;° O d O 0 0 0 0 0 0 0 0 0 d G 0 j ry o 0 0 0 0 0 0 0 0 0 o a o 0 0 I 'q O D 0 0 0 0 0 0 0 0 0 0 0 0 0 50Y-65'/. OF BASE DIAMETER \�'i ! �� T POIAMETER 000000000000000 I DETECTABLE WARNING o- AT BACK OF CURB-.,,_ 0. "-1.4" 1 VARIABLE FULL WIDTH OF RAMP fL00R _I ! SEE NOTE 12. BASE DIAMET T PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �pUn0 I SPECIFICATION I ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE I SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CO-2 All ¢ N. THIS ! I `x I I 2" RADIUS t. THIS ITEM MAY BE PRECAST OR CAST IN s,'' 1. :A' PLACE. 2. CONCRETE M BE CLASS A3 IF CAST IN . • A D'A. �.A. y) , ' im As , PLACE, 4000 PSI IF PRECAST: > . + r III . ;,. . 99 Dp' ' P. SUIRFACE 3 CURD HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WU BE .A. •A• ° - ' " ' .' PAID AS RADIAL CURB. FOR 1a'' ?' • w G SURFACE �A. :A ;A. • d •11 « �•. ' ?•: A?• . 4. THE DEPTH OF CURB MAY BE REDUCED cl" ! g . *. p rA, ,.� _..,a BASE AS MUCH AS 3' (15' DEPTH) OR ;y ,• .3,. t p, • . p,, 1 p, P - INCREASED AS MUCH AS 3" (21° DEPTH) Dt IN OROM THAT THE BOTTOM OF CURB + „ A , �•. • p,: • D aa' :A }A' > Of /A.' BASE • + + iLLL CANNdDE WITH THE TOP A COURSE OF THE PAVEMENT .p.' D+- '• - - ° b SWISASE SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18' AS SHOWN. NO . „A' . -A. $I. ADJUSTMENT IN Tt'£ PRICE BID IS M BE p-�' D .' a p MADE FOR A DECREASE OR AN INCREASE dA. .. 42+ IN OEM.A. - 5. CO-2 IS TO 13E USED ON ROADWAYS SUBBASE MEETING THE TAPPENDIX AS FOR VD AS SHDIWN IN APPENDIX A OF THE ?DOT 6 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SECTION GS OEM MANUAL.STTAN RasREFERENCETHE ON SPECIFICATION ���+/� ' STANDARD �" CURB ROM AND BRIDGE STANDARDS REVISION DATE SHEIET 1 OF 1 . 105 502 t/1RGIMA DEPARTMENT OF TRAPMPORTAYION 201.01 x GR-2, 2A NOTES, .27Yq" MIN - 28)/4" MAX RAIL HEIGHT GR-2 (W-3" POST SPACING) MAX DYNAMIC !REFLECTION • 3' GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY TIE ENGINEER. FOR DETAILS OF POST AND aLOCKOUTS SEE SHEET NO,501.05. FOR OR DETAILS OF R!$. Ea.Etdr"PdT RA16 SPLICE !DINT- M99 ASSOCIATED HARDWARE SEE SHF3.''I' NOS. 501.01 AND 501,02, RAL ELEMENTS ARE FURNM3NED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET, ALL GUARDRAIL POSTS SHALL aE SE7 PLUiIN. ,SHALL NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT FRCN VER7IGAN. W BEAM BLOCxOUtgg, AND POS SHALL aE SET AD DOOMED WITHOCIT ALTERATX)HI OR FORCE, AS PER SECTION 605 OF THE SPECIFICATIONS, ALL GR-2 MID CR-2A RAI N.L. HE MANTANED AT A NEWT OF 27 MN - 284" MAX AS M ASUREO PER STA NKI" C ,. SS, Al W-SEAM RAILS SHAD- BE LAPPED IN THE DIRECTION OF VENCVLAR TRAVEL. FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHCTIS OF NESTING THE RAC OR USE STANDDAAN ��RQ 2' AA WALL 9E �P .APPROVED BYK OF THE EPOST ENGINEER PRIOR 70 INSTALLATION. GR-2A 13'-1%a" POST SPACINO) MAX DYNAM DEFLECTION 12' z__ � s OPTIONAL GR-2A METHOD x OPTIONAL OR-2A METHOD V%G NESTED RAIL USING ADDITION& RDA. ON BACK OF POST * WHEN NESTED RAIL OR ADDITIONUL RAHL IS PLACED ON BACK Of POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY IJ E MPH LHY INE LS FLARE RATE FLARE .RATE 70 B. 300 16-1 A 60 a' 201i 1441 ,k 50 9.5' 211 1111 # 40 S. !fill 811 A 30 4' 1311 7.1 O F SUGGESTED IAAXiMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS, 4. SPECIFICATION A COPY OF THE ORI IA. SEALED AD SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE.REFERENCS FfiICATIEDN ROM AM BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET 1 OF z REVISION DATE (STRONG POST SYSTEM) soy 6D1.04 00/14 VIRGINIA DEPARTMENT OF TRANSPORTA710N r 611. Concrete Tire Stop ... - -1 3 TIRE STOP DETAIL -30 SCALE: NTS Varies Expansion Joint / - 'A 4 a .. ,'-C', 4 . top 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade A`"" \-'- Compacted VDOT 21 A Depth = 4 inches 4 CONCRETE SIDEWALK DETAIL -�0 SCALE: NTS County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp Ili-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings- ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre' -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: IL1 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Sail Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing; ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or constniction. 9. Tree Wells: ❑ When the ground level trust be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as passible. Tunneling Trader a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESP0NSIBlLI1'Y `I'O CONFER WITH THE CONTRAC'I'011 ON "TREE CONSERVATION .REQUIREMENTS. OWNER SIGNATURE (DATE) I CONTRACT PURCHASER SIGNATURE (BATE) 5/1/06 Page 1 of 1 T�1-F_ PROTECT! C� I / AAFFTY FEN CE I I \ 6_ L._. 1 I STD, & SPEC, 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) POLYETHYLENE FABRIC (ATTACH To POSTS WITH METAL TIE WIRES.) CONVENTIONAL METAL (T) OR (U) POSTS TREE PROTECTION FENCING -30 SCALE: NTS 12" , FtWVEl3 I PANNG 1S N VAN CORNER RADIUS 6 AGGESSIBLE IS 1.5 (TYP) PgVALTY 14"R 1'" AlpTY iDtIE I11XH-lam FIE 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER u 4" WIDE WHITE PAINTED LINES CONCRETE TIRE STOP. NOT REQUIRED IF PARKING SPACE IS 16' LONG, 4" WIDE WHITE - 9 6,& I SEE 6, PAINTED LINES Min NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS G\iA 1 A �� � N, . � A , = In , �� - h< y2 ram-:, 'J:� _j . !�-x I W .2 1 t, P_ �� 4/� pad C- 0 r-I-i CO V-4 �'1 >) '-i rl ��.( W M�,..1A .44 1 PQ 0 l� W A f i W iz !4 U 1.4 �, a� G �y 1 W � WM �I C P4 N0�Q w * -E-Z-1 WWI %F+NQya W ��-t W -0 <� r n d' !� 0 h•+'-•R 4 ---.� - ., , r-,n.,-- ----- I ( W' / .•7iFr In)r•1na31- "•.� .'�1• -'' ,1MR� _ _ /�_j��� �,r �y 1 / r ' ..�vA.'J," ft �A^.t��,,A,4Y r _` ! -''.. .. •'i' i' // /. /i iIL 'zaalm /" 1- ! �'�' �, \ ._Nr -,`'� _-. ` \ r�I y9��j�' t,.F11}tliRjr'Nit ..r,� N- • ..---""r / / ..r•_ " �^`�_ . 7 1gd-t.7 + .ti.-,,...� • �"".. / �' e� � r. , /AA"...,g11 _.�,� i ��l t !!� I I} t t OH3 ! f SAKI 1 1 e�R 1) i� I f �L.M1F• J6i Rf "d'•-.+^".`)"...�-^~'-- ~'%,..• i //It•� I.. \. . _. ____ - `­_,� `"'••-�..\ / / /��, /,A / / / I I - '- T _ / ' y � -fir., "-_-. _.._.._...._......-_ ! / / I I > I �Mah % Fai. -�-x_ ,-_ --- ""iT'\_ '/' R •-;/~� p 1 / /----••-•--_ - -1. � - // ,/!'�;� �� .� JJ p a B I'_ .rk_1 -- _ -•'- --•_ 1 d /1afa-xH-D( /__ -' l i x x Ix 4 x A '-• � �`� `_--.�``^ . � r�1 I i i- i Ni ''Y° -RTj Spl!\�. 8' CHAIN LINK PP ..t'...�' , '/ /1 TWIN I327 ___- ! 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'., � r�Q a � Q ` ! EASEMENT fl fl .-� ' Q Q Q�, . . � � � � Q C) ..% NEW VARIABLE WIDTH rQ \'\ DB 519 EX. 20 PUBLIC • ;� . ` �0 fl \ ., -Q Q 0 Q Q C� - ~ r A PORTION TED DRAINAGE EASE: • ! � Q Q\ �� C) Q PRIVATE &ACSA ACCESS rC7 x t TMP 7'i— 38B Q Q Q C1 p y ' �Q EASEMENT • �' x �'• RIYANNA WATER &,SEWER C7!�' TMP 77-38B r arD w l x . AUTHORITY , Q fJ� ems', EX, VARIABLE WIDTH PRIVATE . a A� . ~ x A . ti DB 768-277 RIYANNTMP 77- A WATE RIYANNA WATER &SEVER — & ACSA ACCESS EASEMENT '� DB s16-135, PLAT r EX. VARIABLE WIDTH PRIVATE ' AUTHORITY , TMP 77 c'x at ;x x x x i ,,-.� N . � DB 768- 277 DB 5198 PG 30 x .. x ��ZONE. LI AUTHDRI �, & ACSA ACCESS EASEMENT �� DB 616-135 PLAT �, RIYANNA WATEI t 20' ACSA WATER EASEMEN a , ` USE: VACANT DB 565— 8 � ro4 ZONE: Lt DB 331-554, , �, ,� DB 5198 PG 30 AUTHOR ! A PORTION TO BE RELOCATED x , �� ZONE. + `� �, 3 USE: YACANP DB 5s5— U! DB 331-554 USE: VAC , � , `. , x • z: , a ' t � � � a `$a r $'� ZONE: NEW 20' ACSA WATER USE: VAC st c: N o Q 4Y• / EASEMENT ,% 2n' A(.A ;ANITARY ARLOTTESYILLE �/" • TMP 56-87.1 EX. RWSA WATER EASE"X p�20' PUI ICE \ �,� EX. 20' PUBLIC y \ %, '� CHARLOTTESYILLE , / 2fl A4�A SANITARY LUST coNSTANY '! DB 5177 PG 1 \ DRAINAGE EASEMENT TMP 56-87J EX. RWSA WATER EASE' , -'''' � � EX. 20 PUBLIC UST SHIRLEY i DRAIWE- EASEMEN T/� '. !. EX. 20 PU tC \ BOLTON 1 "'` . -5198 PG \ •� \ DB 5198 PG 30 ..,�..�•.-�• tip,°�b++��.�„d e�� ,, � OLI'aN, CONSTANGE ,� 1•••., DB 5177 PG 1 \ DRAINAGE EASEMENT ''� ,,,�`` WB 2013-163 `� .. .-•~'--~ g. •+� , Q" "umaa ,� a� TRUST a SHIRLEY `. DRAIN EASEMEi�T-' \, DB 5198 PG 30 °„,,,�. a�ewa �` ash \ ,,Ogg5 ?� ' BOLTON \ .+� �. a 1 EX. VARI. �BRLE MOMENT \�'` �* 1. 2 A 255.33 \ WB zo13-163 �- \ \---------� „�,*�"` °` 5 °?2'04" F ®°A�,,, $� �;,� 2 A'S(GI t - 100-YR FEM s� f EX. VARIABLE WIDTH 1.5 , ` __� - __ ��L�' o # in ° ��� 2 MOMENT °�! 92 235.33 Flo d a 00-YR FEMA DISTANCE EASEMENT \ - -- - �'AI�I� r-.. -- -- -' 1' 4 .' --� cn s./ _ _ _____�,�° IF Flaod lain '1� ! �"� -- ' DISTANCE EASEMENT \ , �� \`� _ .. _ .. .. . , �$®� • 1��4 �: _ -- ^ _ _ _ .. m� . _ ... `\ d _,+ .' • '\ ,_ , ..- .. _.. � .. _.: �.�;`�._`..' , 54" � 172.00 p , '�EX. 20' PRIVATE ... �_,....._.•-•• .00, -�: � °�°�'�� ' �,�►° ti. 839 54'" is' 198.Si ypS LAND 1 VARIABLE WIDTH 54 E V2 _ . `� EX. 20 PRIVATE ° 03 -- . ! .° .� � , � A � STORM SEWER FORE 1`AP1D .QPEN _�..� -�_� p x '� , 5' 33.44 54" F... S 57°03' N�; _• - •� !` a E --`"`� SPACE EASEMENTS 1 sK STORM SEWIER_, VARIABLE WIDTH' �. IyA ') P°� C4 - \---- DB 4935 PG 90 �'`~- �- ; 99.8?' rF CRE A� 1 FORE 7` ICI.OPEN DB 4935 PG 90 `--w i g S " FM opFs f SASE -MIN i`� SPACE EASEMERTS� ""----. -� ° �.--. w EX. 20' PRIVATE" /� ; ' 1. ' DB 4935 PG 90 DB, 4935 PG 90 U .. �_ ----- EX. VARIABLE WIDTH PUBLIC ,�� -� 1 ``- ` ' ---- �,_, � _ c,� i 1 MAINTENANCE ACCESS EX. 30' RWSA j '� /' ! EX, VARIABLE WIDTH PUBLIC _--- ca 1 EX. 2O' PRIVATE l` ACCESS EASEMENT ,...---•- *� �? °'�„ - EASEMENT �``/ }� ����` . ��-- '-••-'•-"o' cn c7 MAINTENANCE ACCESS • j DB 331-549 SANITARY "SEWER ~--� �® f ACCESS EASEMENT �, as l• EX. 30' RWSA'T— EX.EX. 30 RWSA /� 1 DB 4935 PG 90 EASEMENT n�` , DB 331-549 EASEMENT / SANITARY SEWER SANITARY SEWER ' 4 30 RWSA / .� 1 ' �� 1 DB 4935 PG 90 EASEMENT EASEMENT % 1 DB 342 -197 % i I SANITARY SEWER ' DB 342-197 f 1 i` / l f EASEMENT ,/ 1 DB 342-197 ! i� ,. 1 ( ;/ f DB 342-197 TMP 77— 40 � MARTUC LLC 55 03 4, 1 FH FLOOD HAZARD ' / D.B. 3847, Pg. 332 9 46.00 - , OVERLAY DISTRICT ! l ' MT AHRPTUC_LLC / , / , 5�4� - � So7�03 ! FH FLOOD HAZARD ZONE: LI / % '� oa d D. B ,3847, Pg. 332 4� Op' • . - ... OVERLAY DISTRICT i USE: DIST. WAREHaUS s` c1 \ ZONE, • LI r j USE. DIST. WAREHOUS, EX. VARIABLE WIDTH 5,,03 S4'' SWM FACILITY EASEMENT ''� ; l / EX. VARIABLE WIDTH 1 / 0' DB 4935 PG 90 , ` i % ,�d08'�4" ''� SWM FACILITY EASEMENT -� • i O 'a.0 i �`'~- / °� f /'� /' N 6 0, DB 4935 PG 90 3 i 62,0 j i �, / 164. �8' j ®� EX, VARIABLE WIDTH ;' FOREST AND OPEN ,./ �m "`���--- EX. VARIABLE WIDTH SPACE EASEMENTS ' f �' �� s FOREST AND OPEN / DB 4935 PG 90 SPACE EASEMENTS - �.d,. ; j / �d �� DB 4935 PG 90 i ht t � `� EX. VARIABLE WID j I � APPROXIMATE LOCATION OF ; , f r•� APPROXIMATE FOREST AND OPEN t EX. VARIABLE WID LOCATION OF !f SPACE EASEMENTS 30' SAN SEWER ESMT i FOREST AND OPEN -1 , n� ! TMP 2 JACKRABBIT PARTNERS LLC r!, DB 3155-18 ZONE: LI EX. VARIABLE WIDTH INGRESS, `r\ 1 USE: DRY GLEANERS EGRESS, CONSTRUCTION & UTILITY fir.: ft �G VS i DB 4797MPGT416 6 ��� lb l,! �• tolwl9 a 1 ti, TREAT COMMERCIAL TMP 77-40M \ RENTALS, LLC \ /� cP DB 5,LLC 5 1 DB 2893-663 w f� �i DB sal-ss4, PLATZONE. Ll ! o� EX. RWSA WATER EASEMENT USL • DIST, ti ' ZONE: LI !! ° .e DB 4673 PG 132 WAREHOUSE USE: STORAGE ` WART�RYSE X. RWSA WATER EASEMENT A q Ln Aec r �iy P= rf co 2 00 i .. 1 Q W � �,•�yy�� j��.�{ ryy �w w F-- TMP 77-40N TREM COMMERCIAL RENTALS, LLC 0. O DB 2893— 663 DB 907-684, PLAT r H ZONE: LI ' Z : `-' o � � USE: STORAGE ul j WAREJ70USE r I�I Ca t z O W4 0 un w p DB 4935 PG 90 DB 1091 PG 340 / i SPACE EASEMENTS 30 WAN SEWER ESMT l r ! / % 1 DB 4935 PG 90 DB 1091 PG 340 EXIEX'1NN20' dRaWG9aEA9N2EMIENT M- DB 526-576 (CITY) i EX. 20' DRAINAGE EASEMENT _ DB 1051-235 i ®ro ��`� i DB 526-576 (CITY) ; DB 1051-235 ! TMP 77-21 _ .. �, 1 ! RIYANNA WATER &,SEWER AUTHORITY r — ?� ! TMP 77— 21 679.91' t i D.B. 3594, Pg. 660 SF EXII� # EAa�M�NT -�� j RIYANNA WATER SEVER AUTHORITY �5� ZONE: LI ° D.B. 3594, Pg. ssa EX. 20 DRAINAGE EASEMENT USE: DYACANT : r / 11 ._..�.._. ZONE: LI DB 3594 664 � � a-�� z i + 9.43 USE: DVACANT i / � � 6201103'0 .�4' ✓ w 9.43 r 1 E-� H °4�h o w SHEET NO. 1 RECORDED EASEMENTS 50' O 60, 100, 150' � NEW EASEIVIETTT PT AT -40 SCALE: 1" = 50' -40 SCALE: 1" = 50' SCALE: 1 "=50' � 1 I f'L' � 0 ,dt?n^� y���e t �i Ll ti' t 'CEO c 5 �i� `J•0 .. f • �,....,.,.,,, 1r. f �� ! i� .•.,,-�`i`s5!' Reti +'dttriFae.T aC Ci Fj(�-t :dN'sL`a:.t. . w't1;c5:ri.af3i'.ry.M ....... _ . ....... .•. _ ... .. ........ .. rc: 'Iwo 00 ca FLri1iMElY TO 1'll'.JVIDED AS FLAGGEf ••••., fr �r k '' ? •...•.•:....t,. NEEDED TO ENSURE SAFE STATION fr "� J,'� �� ,y axs.;a. _ .. z as w � INGRESS/EGRESS FOR � � 0v0 *M4 : "Ypp: CONSTRUCTION VEHICLES A G20-2 f r r r d badtt 0 i ' '"( �T `^�'.Bl`+ftt"N� AGYc�i�,d�4ki' E4t5F{1411 ,�4�?1�t3�:� Y�4�i••$"R�R?'.b3' X'd�l� +!� �,t'F4�F�,i� +�.Y �1'� 9`, P °2 ?3#�' ? t} �St i � q �ktt ta, 1J t F� 7 t Y3� E`.Q # t?i >' �G�3rq'FtiX ?�i�'`.,�BJ fiS!2(��` .'1�� �if t31 1 �1'E� � °fr r �. / � � � � � 1 �• 1,# a � 7`{!� � tote, 1'!�." '• �T '��? , � '`r � ,f /"•, `t `, !� PA+� -:�s.��'1�t�! �it ��� �1ry "gyyyt j +j ;�'•`�'- s I� z '1 i++t �--t j 010t '� � \ � ;�C-. 'P:4Ft_ rt�b'���kl f�_ "i�,�Pt?Rr�CGet � 4 ^ s� f , _ �??:3.:'��:'��.:,.,.•�-,r.'Er�';fi�$,�� ,?�ri !�fi•i1�•.:�!1.4K��,'- rf fr '€dd_ f-,'is sA r ,, MILLING 2 'Ile..'nor•'. �... �.r'a'� �, �¢ w ¢� , �12 C �-, ♦''i,. .� '� � > � � V �~\/,"per\� ''� W 0.33028 TT� � �'fr`' ` `� �ys. J ', '�•r �, � h . �••t �t r 1 xsta ti `�, ►'r A�91 TO Thf � o a W20� 7 ~-- .. , �� ,' �\ ti ti' +�- � •a .° ,err t a; 41 a x 2 DETAIL 'V �, r ✓ % ct >F'1 NOT TO SCALE FI,AGGER STATION ,f r � FF o �, !f FLAGMEN TO BE PROVIDED AS �` IAL NEEDED TO ENSURE WEW20--1 fr / "�*.. ... r. if- A lt. } j -..3ET.0 INGRESS/EGRESS FOR ,\ U ' ! CONSTRUCTION VEHICLES ;x• > \� f!! fr t::. ,�� ..ram `•r. A41 / ` Joe ,.: �..,,,•r„_ � !/ '/ �� t `tea :-,: � •,Al I. y r.i FF- .O.. LAt xx r,Ll'i;'7•.;,?'. iia+F> '%±F; ' jj� 0.70Q W_� 5F q STOP 76 SMRY [M SO t t a•+i •rot- • ' l3i7 0 &tT C� t (6.400 at)STftY �•��M�,pq /qt W�y ! t '[I �,JV(,V i,41`�'f •'r: SO /, f Y ! t r ..'9•-` t'jFQ \�,qq ff-� p t GENERAL -NOTES�xLLJ d, A th WIDTHS SHALL .NOT DE LESS THAN � 0 FEET. � � � e� � 1. TEMPORARY LANE '\ °` ;:.;'Fz I [.�tio? ' r t 2, BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE :: r o , teaoo s. s�•6z o ,. 2 �`. � FF83B4.Q '`•. • • 1 .,° ' i f `" .,. ,t t sc' ,. ENTIRETY OF THE PROJECT, E • SHALL BE TAKEN TO ENS URE ADEQUATE SIGH DISTANCES DURING � 3, MEASURES . CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION. ' P'" ..•` •„•.•.•' '� �': p �:'''•;•� � � U v�•. � ' , t', • I � NOT BE ALLOWED '+„" .� J � •'' :' : • v e )TOO St• Y. ' ^]}' ��d(ATLi SEAL +.TT�F tA�Iw s! � SF d° {�.•+tp• t STORAGEFOR ANY OTHER OBSTACLE WILL 4-. UIPI1fLN i IY` � t ,hl�~I '.Y4 '4A i MW EQUIPMENT, .� Y � z-sir - TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROTECT. `, �� '� >;:.i: °.'' �'wa% W-Ma;; :., i `' 9 o qr, ; � ' - --' _ _- _�� \ .�.•-• t•w � � f' • Os f"""•..•-^-",•� Kr •MIr• �""e.�.2�.ii °I .f• t. ,} EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED 'y ��,, �, , ''•§,` ,••� „ (� ®- j�' ,_ - �--- P � � — -- •J `1'. E Q V �i� $F May r C ' s' �' 2^5#OQY ,. ;�k :',... a } �r".sF+ Y-S74RY .,�-•- _ ..a CLEAR ZONE OF EITHER LANES. ,{: �• / . p:'' X'X3S' ;, .: (,4.400@SF) . ' ter' -' -• '"' 1\ �g.A4(1p SO t e p•n'eyWi./V. t , T''"t4.i'iJrV �i ff ww .-•-•'_'._.' . ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, �; ,, ti HFa35H0 REVI�ION 1 -• " JANUARY 13 2015 VIRGINIA WORK AREA PROTECTION MANUAL. 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT '•, q FLAGGE USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. '� °`+� 6 °oaf `'� STATIO MARKERS SHALL BE COVERED IN PLACE DURING CONSTRUC I74N 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL ADJUSTMENT AS NECESSARY BY VDOT. SUBJECT TO FINAL REVIEW AND Q'- B, ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE FT `WITH -�, MUTCD, LATEST EDITION. W20- 7 � ,� ` 20 OIL • sfl - \` J- / /dry G20-2Fpp�j�/ "ry • f. Y ,. MILt.ING 4 Exist. L♦--FLAGGER d `�, H Exist. / 6 * �y i1 Variable I�%tClti2 Vafiabielidth FLAGMEN TO BE PROVIDED AS STATi4N'� r r LaneT Lane NEEDED TO ENSURE SAFE ,\t ` / s _ GRADE BREAK SHALL OCcuINGRESS/EGRESS FOR ft , 1� � • AT THE EDGE Off' THE CONSTRUCTION VEHICLES ' EXISTING THROUGH LAME. t / ttt a t1, 2" SM 9.5A* ttt t ` Q / r. 2% t / � •y .t ,% `.,,,. i T: ;.R•-tt•:Z , 7,. ram. •b;: ..,. .: ... j. 'le'- ,tf, �':':. "•'laf.r .'J' i ,Er:'.r'• :'r ,,, r { t 'A SEE WP--2-' . ;� . t 1 DETAIL ABOVE ,�,., � ' s� ' �� ® Y hat _ t DOM. PROJECT NC7:16.O 2i- A t 6 �1•�A Section to be in accordance with VD0T Standard �t t et j COMPACTED WP-2 Detail and shall at least match the existing - i 'i � / / �� >> INDEX TITLE: SUBGRADE pavement structure of Broadway rand Mills Creek Lane ` �` ,� '� / a -� � z 95% COMPACTEDSP18' t TYFIGAL CROSS SEC'I'IOd DETAIL FOR MILLING OI'I� ' 0 ,° Un C NOT scm t t 1 =30, z ,t tt DATE: 5 OB/17 1 dF4 I� coz �i P-, P4 ve Av-r L 0' 'El") MAIT" "TRAFF" I ]P L A N �D r y r=q N'TENAN"'E" `•°J r P4 P4 �QREFER" ENC-NE'" . .a F—i H 11 H f-6.1 U Et t� W a Ica SHEET NO. SHEET 19 of 21 395 395 .390 380 375 370 . 305 360 355 350 30 r 3�7 �j5 IL� St Amu i 3'7 3i0 365 ,360 355 350 75, 1 BROADWAY ST SI � L.. No 3�ns � ' ��� Hoz•zz. Scale: 1"=3�3" .._.:�r.._._. ,� � ..� ,fir, Vert. Scale: 1" =1Q" " ,r- � � ,b EXISTING SIGHT DISTANCE �► t EASEMENT m.,r_ .„_»-___.--- -_ .. _. ... _.., '.,..__- _ ,«._ - __ ....`i � f { "�jb•'•�l "`r Tt (/y' � rw •,, ..= _yY « .....•.:...» ....._-,.,.__.,..._-...-......u.... ..�.,...w-,.._...._.,. .......,.,�`+". V�r{y _ ,._1Y..._.....,, ...,..._......_. .. «. _,..., _» \, �` Y S _ !1/ ��r r+���� 7 ! ✓. - ..,,�rSL l._ 1Y 1�V -'. ...... ^� { ..._..._ _._,. i' 'i.-.'r" ,_. /' FJ _ _.� , 1' � � .. .-:...,- �_._......_.V._V..V__mL.,--..x w._....__ ���\V �•_, .,,. _. ,,_._, �_r"'��ii _, m� _ ...._..,. <.a... .....,_ ___-. ,..,_.._ µ Tt'[Yhy t /=1 ~�'r'•ti/d�y,, •�'•� y_.,._..,.......t_,_..«,..,.-«...__-,.-...«,,._.... ,,.. ,.w..ti ti... ...... ..'o-... ,_� _ ,. .... e..•.«.,_ _ ..•_• «.,: a-.... ,, r:... •o_ ...�v �� r 11 /1! �4d' ���•.`j��"-•�`� iJ__..-_..-.._..,.._.._,_._«...-.._.._...___...._,.-...., .___...-a.,_-, ..•«__.._.,-_�.: ..«_.. V _ - _........ •.. •.....__�.<_.. _.,.--.,.__.... ,. /_'u ""�,ti^.,�........,. ._w+-.. _. ..: ............._. .., --^ .-.. ti'.•. it1 W� ~� '_'C'.`u. �� _..----_.-.,----- „ / ; m-.<-.__._..............._-,,._-.<.....,...(a..._........ - ,ram ..,.,.. ,. _...y _«,...,._. _- _ 1r r' i i t =+ ! N�, 9J,'7: s7. V - %~.\a, iC'• _ 'f : y„''. _J_. _,. _ - r !"- ^ r.__ `"" _..... _...,., .-. _ ,�'" •` K Y"'• �..1 /"5/ •�+AJ X- X- I' = 2 BHOADWAY ST SIGHT DISTANCE PLAN VIE C "+ tcy Scale:.1•"=•30'_......_._...._._«......:..._r.._.___�,.r..._m__�.._..,....,,_..__r.,,,._..,..........._..�..,__..__.:..._...,._.�.,.-M._..,.._�.._._�...__. 350 350 E 340 -... ._._"___..,.._...___,.....__-.,_.... _... _- -------- ---- ---- -.---- - ..... ...... . _...... .. ........... ... .«�..._.: »..:......,..,,,.,,... ....:.........,...........,-.., 335 330_..__..-------M00Rft-�E -LANE -- r 325 f.._.__......,._._.�...._..-...-...,... __.-_._...------------ ._»_,..__-._....:.„. _..:,:.,.:,._...,:-_...: ,..... �i. __ ....xcu.,..__..:.__-.______._�__.,__:.._��::<_..__.: ....c'....:-a z-. _mac,..:.,._-r..._..,�...._..___.._.,.._..._....,_-,.______.. .......... ..... 31 5 _� �m ���: �r� «_ �__ 4315. 9' 75 104•00 11+00 _ 12+00 12450r-3'�M►"� GORES_ CREED LN SIGHT DISTANCE PROFILE_ SPS xoriz. c�de:1"=%30" C Vert. 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