Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ARB202000093 Plan - Submittal (First) 2020-08-25
NEW CONSTRUCTION FOR 2300 HUNTERS WAY COFFEE SHOP & HARDWARE STORE ALBEMARLE COUNTY, VIRGINIA ARCHITECTURAL REVIEW BOARD CERTIFICATE OF APPROPRIATENESS APPLICATION PACKAGE Ia101%'I�/m,I:iMl lIKTAI 21 SEPTEMBER 2020 x o� N w N >� z J N w N ~ zz � Z �zw°M m — F�I z �e a z 0 y ❑ z F < a ❑ O W Z Q o - o LL CL a z w Q p zLL- o m z Lu cv v Q o ARB.01 EXISTING - TAKEN FROM RT. 250 ENTRANCE CORRIDOR HEADIN6 WEST EXISTING - TAKEN FROM RT. 250 ENTRANCE CORRIDOR EXX— - TAKEN FROM RT. 250 ENTRANCE CORRIDOR HEADING EAST P � z > N W W w WW U o ~ xP V U < II-14 � S U w W� �a z 0 y � Wa F F A 0 O O Z . m Q N A z °z Q CL fY L z w < O LL ARB.02 0 w a z H a� W 2 U � � F M Z y N HN < � ry z m _a BASEMENT y ELEVATOR CRAWL 5PAGE STAIR 5TOR SE Z ZO N 0 CWW4 F H Q C, O A O O z z m 0 i m W Z d H W w Q IL Q � � Q BASEMENT FLOOR PLAN - HARDNIARE STORE 4 W U- Z m Q O Lu Q ARB.O3jj FIR5T FLOOR PLAN - HARDWARE 5TORE a� N w Z `> N F" a y N U LN ~ F J U F� o_ ~ xP T w"X — ¢ N F�I 5 r x a w W� o� N z o a S a lll z Q U Q o w � � Q p W Q o N U Q o x ,g z w N aN w / u F z H ° M d r+ w-U = U N �x ^z�Fw z z <a w <� x os _a HARDWARE STORE i W Q , W ELEVATOR a � STAIR 5TORA&E O 333 � q z W m F F d 6 0 ❑ O O LU d Q z z H Q Q Q 5EGONO FLOOR PLAN — HARDWARE 5TORE 0. z ,•., b F Q p IL ~ $ p U � O ~2 D- u (m1 v Q o IFARB.0 a 'M �o w z > W F a� h �1-4~0 U o z w am T w C7UWx z<�o z �m x ROOF TOP TRELLIS AREA TRELLIS AREA ELEVATOR �y _ STAIR M OFFICE 5PAOE STORAGE u Z O HALLWAY C W W F F- C G O O z z . 0 a� Z d QJU a Q � Q ROOF PLAN - HARDWARE 5TORE IY 0. z W Q O N Z F LL O U O CL z z [A".06 BRICK RECE' METAL CANO VU TIE BACK DARK BRON2 DARK BRON; DRIVE THRU I DARK BRON2 STOREFRONT NIIIIIIIIIpIIgq���IIIlII11II11111111 � IIII� 1� ■II■ ■■ ■■No I - _��IIfl1n1111IpIg�_e� ■■ ■■ ■■ ■■ -_--_ on -_-_ ■on no __:■ -_ ■i■ ■■ ■■ on ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ —_-- -- --� C OO ■ nnnnnmll�Iwol�illJinnnumnunmwmnunmwluv■ wn® �mnnnnnnlmmm�nn _IIpIIIIIIIIIIIIIIIII/� no _ c ■■ ■■ ■■ ■■ ■■7rummm=_� ■■ ■'■III III■� II_ ___ =_ __ II■_■_ h-1==_!=1=■=;=■1=1= =1=_=_1=1-1=1=1=1—�I--�11, ' = �I�'�1�I�■1=1=!=1=�11—i�;� �11,� ■-�=c=I■-1=1=■'=1=1=ice II�■Wc■■ ■■ ■■,� C_ �� e —tee_ o� immmE � COPING G BRONZE •K .K BIER COUR5E ;K ARCH TED P/C TRIM K BRONZE 1. CLAD WINDOW K BRONZE NDING SEAM METAL IF DARK BRONZE TED FVC FASCIA DARK BRONZE .K RECE55 JSEO RAFTERS 21GGER TERN REDWOOD RHEAD DOOR .K ROWLOCK SHADVeLL HEIGHTS RD ELEVATION ve•=r-D• NOTES: 1/151BIL17Y OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES NOT DROP BELOW 4 . VISILBE LIGHT REFLECTANCE DOES NOT EXCEED SO%. CLEAR SLA55 (C.&.) VISIBLE LIGHT TRANSMITTANCE - T5% VSBLE LGHT REFLECTANCE - 15% N -� P � N W N � > z W N >z r W z o� z r S a U w �— z r z �= ti m W wz o O h W 3 � ti A K lbO 0 z 4 m z 0 ARB.07 ROUTE 250 ELEVATION �'J ire^•i b^ NOTES: V15151LITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PER GUIDELINE5, V1515LE LIGHT TRAN5MITTANCE DOE5 NOT DROP BELOW 40%. VISILLE LIGHT REFLECTANCE DOES NOT EXCEED 50%. CLEAR GLA55 V5IBLE LIGHT TRAN5MITTANGE - Y5% VISIBLE LIGHT REFLEGTANGE - 1896 a N W N� <� z H ;z N � � H- z z U o= z �e fn = F M U z� z z w �w 0 2 0. N W z 0 y dd C� W � u011 F� 6 F A o O O z z OGK � O LD W z o w w z Q Q � � Q U p Q Z L = O v 0 � Q O . 1. IVY®_ ■■ ���gg1111111111111111.... ,��g11g111dIW1 ■■ ■■ ■■�i ■■ deg,■■Small a Low �� �nmlmminnnnnnunnnnnnnnnmimmnnunnnnnnnlmnmm�nlmmminnninnmm�ni ■■ ■I■ ���11111111111111,1„„—,1�= ■I■ ■■ _ ■■ No �c ■I■ ■I■ �� Innnlmnnnnmmmnmmnnnnnanunmmlmnmmmmnmimnnmllmminnneminnnnmmin�l®1® NMI =0 I LEFT SIDE ELEVATION iro'•ro° NOTE5: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PER GUIDELINES, VISIBLE LIGHT TRANSMITTANCE DOES NOT DROP BELOW 40%. VISILBE LIGHT REFLECTANCE DOES NOT EXCEED 50%. CLEAR GLASS VI5IBLE LIGHT TRAN5MITTANGE - 75% VISIBLE LIGHT REFLECTANCE - IH% � O W N W N K Q W F �Y N �z yl z W r�l O � W H — ¢ N _ U N = LEsI c m — z =a z W � ►� z o 0 a 11111111111 e a m N � lu ZLU d w Q Q Q Q Q Q O w D- _ ccvvQ Z o ARB.09 x o2 0 W N � z j F y � Z y dy h N� rzj O m z �q w Ww .. a Q o 4 n 4 a� i RIGHT SIDE ELEVATION NOTES: 1/151BILITY OF ALL MECHANICAL EOUIPMENT PROM THE ENTRANCE CORRIDOR 5HALL BE ELIMINATED. PER 6UIDELINE5, V15115LE LIGHT TRANSMITTANCE OOE5. NOT DROP BELOW 40%. 1/151LBE LIGHT REFLECTANCE DOE5 NOT EXCEED 50%. CLEAR 6LA55 (C.6) 1/151BLE LIGHT TRANSMITTANCE - -15% VISIBLE LIGHT REFLECTANCE -16% C li q W WW � Q � Q zz � � Q 0. O W 4 R � Z - lL W D cv U Q 0 ARB.10 a o 0 w N z >N w cn N P. U w u r, z Wae x w = u i F < z z ¢P z w W� ,y DARK BRONZE STOREFRONT d WINDOWS WESTERN RED CEDAR LAVVRENCEVILLE BRICK - GARTERS &ROVE OUTRIGGERS w y z 0 a ' a z f~ F LED A a z LU LU e i LU °z l Qciv DARK BRONZE 600SENECK LIGHT DARK BRONZE WALL SCONCE DARK BRONZE STANDING 5EAM Q METAL ROOF Ul 0- CL z Q Liu — z O v w LL� �j O (V l) Q o Allll . l l T- ICE_ - will aim T � ,■ T r � i ��� 1 �� •"ate ® ' f- !■ ■r , so 00 000 it ar, IAV. v .*04P "000- ' r dlo . a 9 n", '�� < .,, h�+}F�ad ,�i a eta �r• ' ^�Ma 'r4.K, �t � . R�:n ,. �.y 4 .. 4 wAIM go ev �f C AP / 1of. if /P W t' 00,00 0,i 0I 00 0 l%o/ i a �010 'da/ ool; 00 �e �� 00i /0. / 000, 000 Vi0 , 00 � � 5 MONO 11■ ■■ - NOON ■� ■■ No ■■ ■■ _ mom NOON ■� ■■ : • �J ■ m ■■ 11■ ■■ NOON ■! on 11■ ■■ ON ■■I 1m oil R. .� _ ,� �nll "_^� __ - - a ��■ ■■ _�� fry � -- �V ry N ..��.�ilvll� '' c®,I■_ r■III" :: ���� T � I�INV� 0 _IN T� no ON J�,A MAJOR SITE FLAN AMENDMENT TO 5DF20 1 00000 12 LEGEND EXIST NEW DESCRIPTION 16' TC x 12' TC TOP OF CURB ELEVATION 16' x 12'- SPOT ELEVATION 165TW x 125Tw TOP OF WALL ELEVATION 163BW x 12'Bw BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER - RG - - Ro - ROOF DRAIN SEWER LINE -sw- -sw- WATER LINE -GAS- Gas GAS LINE - G E- - OHE OVERHEAD ELECTRIC WIRE - UW - UGe UNDERGROUND ELECTRIC - GHT - - OHT OVERHEAD TELEPHONE LINE -UGT- -UGT UNDERGROUND TELEPHONE LINE D FC1 DRAIN INLET (DI) O O STORM/SANITARY MANHOLE C C PLUG ®" ®v WATER VALVE & BOX # FIRE HYDRANT ® ® WATER METER LIGHT POLE UTILITY POLE PROPERTY LINE - - - - ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT --"- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT ._ ._ STORM DRAINAGE EASEMENT TREE LINE -«- FENCE STREAM 312 _12- INTERVAL CONTOUR -300- -as- INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 (1, COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND ° o PARKING COUNT - CROSSWALK MMM/ HANDICAP ACCESSIBLE AISLE ® CG-12 LC HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 2300 HUNTER'S WAY S D F 2 01 800040 TAX MAF 07600-00-00-049AO SCOTTSVI LLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA VI['_INITY MAP camel I=- 4vv-4 nnnl 1110 ginal t t o9 In1 r99 ear %eHersonP*� I rn Hserls latn Rd Moue I 717 I t!.S 250 • U Or y < ega Fs Fri G yr� m transportation d� �u UPS Customer Center a -Department 03 sRichmond Rd 2w a SITE B� 9 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SHEET C2 - EX15TING CONDITIONS C3 - SITE PLAN C4 - UTILITY * GRADING PLAN C5 - NEW LANDSCAPING PLAN CG - TOTAL LANDSCAPING PLAN C7 - LIGHTING PLAN C8 - 5WM * BMP DETAILS C9 - 51TE DETAILS SPECIAL USE / EXCEPTION NOTES SP 201900003 HUNTERS WAY COFFEE SHOP SPECIAL USE PERMIT CONDITIONS 1. Restaurant uses on the parcel will not exceed 700 gross square feet. 2. No indoor seating associated with the restaurant use is permitted. 3. No public restrooms associated with the restaurant use will be provided. SDP 201800040 HUNTERS WAY COFFEE SHOP SPECIAL EXCEPTION CONDITIONS 1. The drive -through window shall be located within the general area shown on the exhibit entitled "2300 Hunter's Way: For Illustrative Purposes Only" prepared by Slump Engineering and dated December 20, 2019. 2. The area of land disturbance on critical slopes may not exceed 2,488 square feet as described in the request entitled "Major Site Plan Amendment (SDP201800040 An Amendment Io SDP201600012) Critical Slopes Waiver Request" and as shown on the plan exhibit entitled "Critical Slope Waiver Exhibit," both of which were prepared by Shimp Engineering and are dated October 22, 2019. SIGNATURE BLOCK UUKFCCIN I UCVCLk.)rIVICIN I rL/AININCtC URRENT DEVELOPMENT ENGINEER VIRGINIA DEPARTMENT OF HEALTH FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION DATE OWNER / DEVELOPER Owner/Developer: Heartrock Farm, LLC. 2521 Summit Ridge Trail Charlottesville, VA 22911 ZONING HC - Highway Commercial EC - Entrance Corridor LEGAL REFERENCE TMP 07800-00-00-049AO - DB 4611 PG 429 - DB 688 PG 636 (Plat) BENCHMARK Benchmark is an existing storm sewer manhole along Hunters Way at the site entrance. Elev. = 389.01 See sheet C2. SOURCE OF BOUNDARY & TOPO Boundary & Topographic survey information provided by. Roger W. Ray & Associates, LLC. 1717 Allied St. Charlottesville, VA 22903 (434) 293-3195 Original Field Survey Completed June 29, 2015. Updated with as -built Field Survey Data February 13, 2018. A title report was not provided. All easements and encumbrances may not be shown on this plan. SETBACKS -Front Building: 30' (DB 688 PG 636) -Front Minimum: 10' from Public Street ROW -Front Maximum: none, since this is a corner lot abutting a principle arterial highway (Rte 250) -Side/Rear: Buildings with minimum separation per building code, no maximum. EXISTING USE 2 Existing Commercial Buildings -Total 4,304 sf. With Associated Off Street Parking Vehicle Repair Shop- 3,300 SF PROPOSED BUILDING HEIGHT Maximum Permitted: 65' Retail Building Height : 35' Coffee Shop Building Height: 35' PROPOSED USE Ex. Vehicle Repair Shop: 3,300 SF New Drive-Thru Coffee Shop: 550 SF No Public Restrooms in building. Drive-thru has single lane, window faces Hunter's Way ROW. New 2-Story Retail Building w. Basement: 3160 SF Footprint Hardware Store: 3160 SF Retail Sales Area Office Use: 3160 SF Gross Area All Uses include required Off Street Parking SIGNS All signs shall conform with the MUTCD Guidelines. Drive-thru Order Sign faces away from Public Streets. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO295D), this property does not lie within a Zone AE 100-year flood plain. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE MRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR 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. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PI AaF MATFRIGI IN A" I IFTS LIGHTING Proposed outdoor lighting locations are shown on Sheet C6. PARKING SCHEDULE Automobile Service Station: 1 Space Per Employee + 2 Spaces Per Service Stall 10 Employees + 2x6 Bays = 16 Spaces Required 19 Spaces Provided Retail Building (Includes Basement & 1st Floor for Hardware Store, & 2nd Floor Office Space): Hardware: 1 Space per 400 SF of Retail Sales Area (RSA) 3160 SF RSA = 3160/400 = 8 Spaces Required 9 Spaces Provided Office: 1 space per 200 SF of Net Office Floor Area (80% of Floor Area) 3160 SF x 0.8 = 2528/200 = 13 Spaces Required 14 Spaces Required Drive-Thru Coffee Shop: 1 Space Per 200 SF of Sales Area 550 SF/200 = 3 Spaces Required 4 Spaces Provided Total Number of Spaces Required: 40 Spaces Total Number of Spaces Provided: 46 Spaces (This includes 2 handicap van accessible spaces and 12 spaces for vehicles awaiting repair) WATER & SANITARY SERVICES Water Service will be provided by existing well. Sanitary Service will be provided by a new private septic system on site which will connect to an existing drainfield. See Sheet C4 for location and usage calculations. ELECTRIC / TELEPHONE / CABLE TV If feasible, all new service lines for electricity, telephone and cable TV are to be installed underground. Care is to be taken to assure their location does not conflict with any other aspects of the proposed site plan amendment. MECHANICAL EQUIPMENT NOTE Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. CRITICAL SLOPES There are 11,377 SF of field surveyed critical slopes are within this property. See Sheet C2. 2,488 SF of Critical Slopes disturbance is proposed with this plan. WATERSHED This site is located within the Middle Rivanna River Watershed. This site is not located within a water supply protection area. LAND USE SCHEDULE EXISTING Area % Buildings 6,250 SF 9,84% Pavement 15,908 SF 25.0% Sidewalk 3,252 SF 5.11% Impervious area 25,410 SF 39.95% Open space 38,202 SF 60.05% Total= 63,612 SF (1.46 ac.) PROPOSED Area % Buildings 7,010 SF 11.0% Pavement 21,230 SF 33.4% Sidewalk 3,780 SF 5.9% Impervious area 32,020 SF 50.3% Open space 31,592 SF 49.7% Total= 63,612 SF (1.46 ac.) DEMOLITION NOTE Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such. Contact VDCLI for additional requirements and permits for demolition projects. TRIP GENERATION AM PM Use Description ITE qty Daily In Out In Out Auto Repair 942 6bays 80 9 5 5 9 Hardware Store 816 3,160 SF 29 8 4 2 3 Office 712 3,160SF 51 6 4 5 7 Drive-Thru Coffee 935 550 SF 239 18 16 18 17 Total 399 41 29 30 36 12, USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 13. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND 'WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 14. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, OR, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 15. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 16. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 17. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 18. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 19. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. — 370 T.M. 78-49B LOT 2B I IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER PAVED CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR D.B. 4482-425 D.B. 1235-5 PLAT \ 1\ \\ \ I \ I \\ \\ I I 1 I \I I\ II P / 1 30 11 2\ 3 WAILBOX WALNUT # 2374 GRASS GRASS c��SI�GN —x —\x _x x IIx \ x x 9.DW GDW PIEEL D IMAPL� 1/� DEL °\ \ \ \ \\ / I our RO \ o \ \ \ 06'42'066 E 401.05' \ I 4 .1z \ \ \ IS tic r // T \ \ tiV II v T.M. �8-49A — P — _ 11 II Con ete Dumpsted 9p� — $_ —� —'$ T SI S —� S S _ _ S S_____S___ 1 /X LOT 1 Pod W. 6' Brick — 90 / /�� TREELINE i I 40 \ I \1 EX. HEAhTR0CK �A M LLC Eneosu�e _ X �/ / / j ArMEr n \ GRAS \ \ m \ \ , ..' CG-:2::::: :.'. '.'..' ..... a�.. Ret. Wall / / / / AREA / \ I \ I D.B. 4611-4 m= \ \.. :..,..:...'.',o\N.:...... d / / / \ \ \ o r� \ . ... . ...........'..q.. d / / TREELINE/ D . B . / 6 8 8 — 6 3 6 P L x .... • :'::.......... _ .... ACCESS. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.. .. j / / I / \ TaPBe.z9 ...'..' °r�o-\ a. 2,00 / SF + 1 \I \ ACOOL \ DI INVJj7. T s / /DRAINFILD ARE�I 1 0 36 //II MANHOLE A LSto, L.1 4 V 782 s\ a. (Primary an i \ DEMO CURB& d . /i Roervo / \ I �q I III LSI / 18 HE OF.PAVEME.NT.....:'.' . .:.:. �s 1 I w� $ / 4• / I �, i — — �/ ��� I CRITICAL SLOPES (SHADED AREA) Ii// / PRODUCED BY CONSTRUCTION OF 6- — 4 / c1 s\ / i ' 1 0.pJ/o�� Q HUNTERS WAY. THESE CRITICAL / Ls m N / TEMS IN BOLD TO ' AUTO REPAIR / L// p� / / -} �o / i , \ \SLOPES SHOWN ARE FIELD BE REMOVED TYP. m 1 i� ti� I SURVEYED AT >25% SLOPE. �\ O I y II I I I _4p e., .. ...... .. .... .. .... .. ..'.'.'. Ga SHOP I / / / // z A 1 1 I n FFE-390.0 I I I Ep �. .'.'.'.'.'...': \ / / I II I I I \/ \ o �rM m" II I I f v I �{ '_ .I...' a I \ DEMO >> 3 PAVEMEONT I .. . ..... . f m ........... ....... n II I I C ..... c�@0°':H4PE':':':':'::'::'::::'::' :' :::'::'::' d n I Iy t• cD I I I I I \ N I I I I I I £a .3Ruhs'ef ''.'84p ........ a4 a 89 \90o .�\ I s g / •�IIa I II I I I NmI �I I o _ � /� Iuo B�\a FHA 6 BW DEMO CURB O / ...4.. .. .:.:.:.u.. d `V h I 18 LF OF PAVEMENT �7 J .. �....... ... .. O o ...' ..'.'. .' .'. .'. .' 9 . . a L5 .I .. �..'.'.'.'.'. .... ... ..... fi / J^ Q kl + BRICK \ I r I ... .3'— I .. I....... \ J/ \ SIGN nN+ " IOV 37822' """' ' P\ vJ GIL 6° 6'BW m� I .\... .i. .. .. .. .. O Ems�. Private \ �— — SIGN II I DW, \ \ Qti.... '. .... ... ....... ..�VJell I \ O`V ..'ITE'M.S'.iN'.BOLD'.'T0.'.'.'.'.'.'.'.'.'.'.'.'.' ; LANOSCPI \ \ { .,..,., ..... �................ i- _ n rn �.......\ i BE REMOVED: (T.Y:P:.j .....................- 4 s\ I \ \ \ \ G\ Y, Dut 35 .. .... cC.. .MH L 5T9= \ \ 6'BW OU SET RO \385._ OHU — Hu— — 011U OHU \ \ HL - OHU— O U— I ,. \ 6' P1PE v. _ _ ... . gb. ° / ,4 u� \ Dp eoN CG- / ... \ / 90 CONG DITC \ � �5 Inv. ut=37 . / � � / A=89'59'50" IP R=40.00' L=62.83' SIsroGNP T=40.00, / e I \ C=56.57' „/ �� A \ '&=54*07'16" CB=S51'57'44/W o _ R\=220.00' \ / / SE S06'57'49"W 102.72' INV OUT- L r207.88 — / INV I CONC DITCH / \ 11 375.50 T 112.39' 355.88 PAVED I CRITICAL G UCED LB Y CONOPES UT STRC PRION OF — — _ _HUNTERS WAY. THESE CRITICAL EX. ROAD C4 SLOPES SHOWN ARE FIELD T I SURVEYED AT >25% SLOPE. \ \ CONC D�jCN DI-38 \ \ / o \ YW� / X. 15" COMIC PIPE O` UPS INVERT — — / _ DROP SIGNi 371.07 — - - DHO C1H0 GN 7 359.91 EX. ENTRAN— CA� �% f370�:96 INV OUT 38 Wo ILLITIT UTY / UTILITY 80X I * BOX INV OUT= / I 355.06 I LEGEND MAILBOX 0 2374 E PAVED OHU STOP SIGN 14, I S C 30" I WALNUT o c I ScGL` BRICK SIGN o GL I I c I IGRASS� iI �I I I i R130. 0' Imo_ c I uz I R1 .O'er � i � i W m I I z F 1I .0' r � o 11 f NEW S z FACILI IA ASE I OHU —t— OHU \ \ :VONL..._... x �c T.M. 78-498 LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE —BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING —HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR 1 D.B. 4482-425 D.B. 1235-5 PLAT x 1 1 x 1 1 x GRASS x 1 x _X _x _X —X —X —X —X J NE LIMITS OF DISTURBANCE CGt.2. Ret..AYall I I n ° . G . SPAC S a20.5 DUMPSTER EX. P VEMENT -' '. d ENCLOSURE 21 4 - .. CONC. PAD, . PARKING WOODEN LY" SCREENING FENCE "' a. NEW PAVEMENT ... . d ADVERTISEMENT MULCH ................... a " .................... SIGN Ra k' 'ICU, " ,.... .. .. .. .. GRASS M MULCH 11 RETAIL BLDG 3160 SF FOOTPRINT 2 STORIES+BASEMENT USES: HARDWARE STORE (BASEMENT+FLOOR 1) SMALL OFFICE (FLOOR 2) FFE=386.62 BFE=376.62 - mn u uurria 50 SF ATTACI FFE=386.62 0' fl"�' G� TREELINE �\ AS o` 2G / GO A EXIST. CONC DITCH / CONC DITCH / /— — Ex. ROAD cL PAYED — � — r3.5" AND 6" BOARD WIDTHS 6" / FOR VERTICAL VARIATION � COHC p1TON / / DI-3B YWF � I / 0 f1H0 GONG O\ DROP UPS BIG/ 371.07 — OHO GN �Bx OHo EX. ENTRANCE INV OUTT-38 370.96 8 (1H0 Jo 366.17 UTILITY UTILITY BOX II g BOX SCREENING FENCE DETAIL C3 Not To Scale PAVED 3"x8' M e LEGEND HATCH TYPE DESCRIPTION 12 SPACES AI J VEHICLES AWAITING REPAIR EX. ASPHALT PAVEMENT TO REMAIN NEW ASPHALT PAVEMENT DISTURBED CRITICAL SLOPES Fire Marshal's Note: Knox Box Required for all buildings, please contact the Albemarle County Fire Marshal office for location. Sign Note: Guidance Sign, Drive—thru Order Signs, and Monument Signs are not approved by this site plan and require separate approval. Cl/�c2 U UST M. SHIMP a L.' . Na. 45183 1(61 'zo 4� O �S A'SSIOIYAL N • • 20 40 60 11 ■■■■■�. PAVED II I i 1 IN IN= P/ \ I 411.23 / 370 \ 1 O -x II x _x \_x _x I x x o V V A \ "(flp \ V A V A V \ V A I \ / INW 2- \ 001, \ \ e tic p#ic \ - S S S S 4 S_ _ S S S S S S SEPTIC - \ C/0 \ S } S 2' S LAT � u - ank _ - c7/ \ \ 06 Kzl � I �390� S_ - S96--ST S, o S S -�- S - S S S ! S DISiR�BUTOR \ \\ I \\ I \` ISEPTIC PUMP 00 SEPTIC 14 8410 5.7% �y 990 l i i i MEN o� �/ 86 sss ...9<o a d x / ARE% \ .. Sao\, I ....... ,a / / NEW SE TI / .. .. i_ ? DISTRIBIp(pTOR l o ACCESS .. Y�.. / / / I .. .MANHOLE ... ..Ors a / ZOO SF w ACCESS .. tOP �388 2fl .. ... p�S, / ' DI- NV=37$23 s / /DRAINFI LD AREl� ARC S6 '_MANHOLE ".\ d -3B .0... ... NEW SWM / / A- \ Dt�3so - ( MH � I \ OHU - HU 01 CHU \ -OHU�O U� I I II IP- 10- / ✓ 9so \ NV N= 355.86 I - 0 I nHoO njoHo / INV OUT= I /I 355.06 I 0 N � Z ` r W N V NW Q+ ^ W M Z W Z v W w a O II [T 1 a ^y QG Z V 7 N 0 rn N N W Q w V)Lj 7 W F J V Z In W A 0 W _j Q W °1 AN- jr 2 111114 U UST M. SHIMP > L . No. 45183 O�FSSlOWAL 6�G1� cz o.o o cz E E o N �N O(nU �( Q O N N O mQ�Q� i� o000 O N N N N \ To IR�P 3 \ \3s090t \ _ Water Consumption Calculation (Gallons/Day) \ 84 \\}} \ INV 01 6` \� NYI�,P AST;. ATE \ ... 385.59 \ Number of Daily Consumption Total Daily Water �O -0 p Water Consumption Units Units erDa \ / N \. p p it (gallons) ion Notes Q �8� 80 MH 4. 7 7.. PRI ATE\ Sa //I `�� \ Repair shop customers Activity y per Unit Ilons) Consumption (Gal/day) \ WATER SER... o p1PE \ y Inv 3Sz\7.0� ¢�P0,90 c- Drinking fountain Customers 24 0.05 1.2 Assumes each customerconsumes6ounces of waterfromthe fountain. ONC t5 y_ W W/ W/ C1"� \ Given that the fountain is in the shop, not the public area, we believe this 11 estimate is likely high .' /X -Washing hands in restroom Customers 24 0.02 0.5 Assumes two ounces of water evaporate orget left on the towel when a O customer washes their handsLL Repair shop personnel -Drinkingfountain Employees 3 0.5 1.5 Assumes each employee consumes 54ounces of water perday -Washing hands in restroom Employees 3 0.06 0.2 Z Assumes each employee visits the restroom three times/day and consumes LU _ -- --- i - two ounces per restroom visit by drying hands and through evaporation -,Y` ITCH / INV OUT= \ / \ / `} X j CONC D 375.50 / \ -mopping Units 0.14 6 0.9 Assumes shop is mopped once perweek and 6gallons of water evaporates / FACILITIM�_ 1111 DITCH � > /� -� / / 1 \ / / each time the floor is mopped O L EASEMENT / / / / / // /\ -- / / -radiator Units 4 0.75 3.0 Assumes four radiators are serviced perday; approximately.75gal is added to \ / radiator per repair, we believe this estimate is likely high Z II I w Retail store employees W D Drinkingfountain Employees 8 0.5 4.0 Assumes each employee consumes 54ouncesof waterperday C EX. ROAD CL _ / - Washinghandsin restroom Employees 8 0.06 0.5 L2 0 1 1 I Assumes each employee visitsthe restroomthree times/dayand consumes / two ounces per restroom visit by drying hands and through evaporation 511OtSCN/ / -mopping Units 1 6 6.0 Assumes store is mopped daily and 2gallons of waterevaporates each time Z I / I 0, DI-38 \ \ i X. 15" CONC PIPE ,ONc'0 INVERT / 1 371.07 _ - 359.91 - - - - -� I 370.38 370.96 INV OUT= 36617 By -Right Use -Water Usage Calculation Water Usage Activity Units Number of Units Flow Per unit Water Usage (gpd) Vehicles Served Vehical 24 8 192 Repair Shop Personnel Employee 4 13 52 Retail Store Customers Parking Space 13 2 26 Retail Store Personnel Employee 8 13 104 Office Personnel Employee 10 13 130 [he floor is mopped / Uj Office Employees J -Drinkingfountain Employees 10 0.5 - Washing hands in restroom Employees 10 0.06 5.0 Assumes each employee consumes 54ouncesof waterperday 0.6 nJ LL Assumes each employee visits the restroom three times/day and consumes two ounces per restroom visit by drying hands and through evaporation W Drive -Through Coffee Shop r r J Special Use -Water Usage Calculation -Drinkingfountain - Washing hands in restroom Employees 3 Employees 3 0.5 0.06 1.5 0.2 Assumes eachemployee consumes 64 ounces of water per day V � Uj Water Usage Activity Units Number of Units I Flow Per unit water usage (gpd) Assumes each employee visits the restroom three times/day and consumes o two ounces per restroom visit by drying hands and through evaporation .r� O W Drive-Thru Coffee Shop Estimate From Franchise Records 170 -Product sales Store Units 1 35 35.0 From franchise records of of actual product sales and water consumption for O -mopping Units 1 2 2.0 the month of June, 2018 Assumes store is mopped daily and 2 gallons of water evaporates each time Total Estimated Daily Water Usage: 674 the floor is mopped Note: Drive-Thru Coffee Shop Use granted by Special Use PermitSP201900003- Max. Total Consumption = 400ga Uacre/dayx 1.46 ac = 584 gpd max consumption Total Daily Consumption (Gallons/Day) 62.0 Date 1 WATER USE TABLE WATER CONSUMPTION ESTIMATE OF 62 GPD IS LESS 2 WATER CONSUMPTION TABLE 05 21 /2018 THAN THE ALLOWABLE AMOUNT OF 584 GPD Scale C4 Not To Scale 04 Not To Scale 1 20' 20 20 0 20 40 60 - Sheet No. Scale: 1 "=20' SSW C4 OF 9 File No. 16.003 ACSA ESMT. I E%. ROAD CLI RAve° 1 1 i / — — — —I �nHo�nHO—n�— / 20 0 20 40 60 SET TRUNK PLUMB. SEE Scale: 1 "=20' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. C PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL / I / PLANS FOR EXACT LAYOUT AND SPACING. I TREE TIES, SEE SPECS. 1-112" SQ. OAK STAKES — SET 180 DEGREES APART FINISHED GRADE SET SHRUB PLUMB. TOP OF APPLY 2" OF MULCH AFTER PROOT13ALL SHALL NOT BE MORE PLANTING AND WATER — THAN I" ABOVE FINISHED GRADE THOROUGHLY 4" COMPACTED EARTH REMOVE BURLAP FROM WATERING BERM TOP 1 /3 OF ROOTBALL EXISTING GRADE 3" TALL WATERING BERM �I`INISHED GRADE PLANTING PIT. SEE SPECS DIA MIN .IY l I a ✓ i 1 SHRUB PLANTING DETAIL C5 Not To Scale . - I / PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP STRING -• •- OF ROOT TWO TIMES • • B •. ©TREE PLANTING DETAIL Not • Scale 0 I Ln e / \1 TEL EEL L /aow /ow \ \� ( 15" °eL/ lei NEW LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF QLarge Shade Tree Quercus polustris Pin Oak 2.5" Cal. 2 419 838 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 452 904 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 2 419 838 Evergreen Screening Shrub Ilex cornuto "Burfordii Nana" Dwarf Burford Holly 2' Ht. 29 14 406 f; Evergreen Screening Rhododendron Rhododendron 2' Ht. 26 13 338 Shrub "PJM Elite" "PJM Elite" Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' Ht. 24 14 336 o Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub I, o Broadleaved Evergreen Shrub Kalmia latifolia Mountain Laurel 2' Ht. 21 n/o 0 + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre TOTAL NEW CANOPY 3660 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. LOW MAINTENANCE GROUND COVER SEED MIX: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) Mix the following 5 seed types at 30 Ib%ac each: Virginia Wildrye (Elymus virginicus), Little Bluestein Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). 1 1 1 I I I N N �Q Vw zN W Q� 0 W J K Q O S N 0 )LNo. M. SHIMP a 45183 al -SSIONAL ��Gt Q 0LL (� Z i L zwZ W � D Q 0 z U g�w a J N LU O O W Q � J Date 05/21 2018 Scale 1 "= 20' Sheet No. C5 OF 9 File No. 16.003 a� Z N Z LO W — 370 / v —X X —X ` X —X I X I 9,. 1 \ \ Z I V A A V I I DW 9" R County of Albemarle 0 1 DW IT' D Conservation Plan Checklist -'To be placed on Landscape Plans j� d \ \ \ \ \ \ s��..•�-•„��.,�\ 1 / o / AcsA Mr. (Handbook, pp OI-284-111-297 for complete specificatiousl Z v v v v � v v A I 1 v / a 11 c \ V 1. 'T foUowin Wall shall r�r F V J I / Trees to be saved; � 1 / / Limits of clearing (outside dripline of bees to be saved); !Ay\ — \ / Location and type of protective fenc rag III I \ \ \ / / / / / / / Grade changes requiring tree wells or walls; \ 1 0 n I yp I \ I \ \'...........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' G '.Q / / / Proposed nmchinK or tunneling beyond the limits of clearing. N ....... f .................................. ...d d / / I 1 / / / / i- 2. �rklnef; F > I \ I I I \c I / / 21 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 3 + \ I \ - + ) .. \ .. •.• •. •. a / / 3. N grading I g anal the tree marking been inspected and approved y County Inspector - 1 ashall begin in has ec d o b a rat In r W I / // IF / I q Pre -Coo oofere 0 -. /+ ... j + 1 n / / m I /� UI I / Trcc presmation and protection measures shall be reviewed with the contractor on site. Z W Z 1 I �I II I 1 — — — / / t O entloo and Storage: 0 ZI I I+I+ + + / / / m / / / / / / Heaey equipment, vehicular traffic and storage of construction mate ials including soil shall not be permitted within dx driplines of Imes W m [ - C to be saved. Q \ ©I + n / / / / 0 o / S. Soil Erosion and Stormwater Detention Devices: 1 Cd Such devices shall not adverse( affect frets to be saved. n a ll / p� /1 ✓ / / / / \ Y dv . l l l / I \ \ 6.Firm 0 I A I w I + I I \ l I A I ` / / / / lL Tires I not permitted within] W fee or the dripline of trees to be saved. LJ + \ O 1 ^ / \ 7. rn z I + >8 I f.a \ \ \ / 1 / / / \ To materials shall not be stored within 100 fen of the dnphne of trees to be saved. 0 I + I I L + I I CHU ESMT. \ — _ / !'l 1 I I ............. A a \ / — I I 1 I I I \\,. I .:. C \ / / / \ \ i A. Protective Fruciutt: e--72 —� N g S WM ESMT d / .�Trees to be retained within SO feet o(a prtrposcd building or g>'admg activity shall be pntteded by fencing.\ I 1+ \ .. / / \ � Fencing shall be in place and shall he inspected and approved by a County Inspector prior to grading or construction. V U)r.'i. $HIMP 0 I I� + + I + I a Poi 9. Tree Wei L" . NO. 45183 \ I + I� I \ �WM ESMT. .. A a Q / / 'rJ When lira ground lesYl trust be raised within the ddpline of a vtt to be saved, a tin well shall be provided and a conccrucnon dela .l$ IW 1 ... ., . L.; '. ." : . ...... ... .......`�----------- o .� `< submitted for approval. + /1 I I nn�j c, + I \ of ........ .:U \ �Q / to. Tree Walls: `)' IOIVAL 6 I + I+{ + I o I � I .. I 1 IUf \ � I FS .. d \ �- I / \�y�O Whrn the ground Ic,•el must be lowered within lFte dripline n lzec to be saved, a see wall sh:sli be provided: and a ccnstru:nun data I + + I I I 1 \ I I \ _ — — / / -� `V / J submitted forapproval. d /� I e, .. \\ I \ + - O \P w O 11. Trenehin and'funoell : o o 2 Cv Whin nmching a required within the limits of cleating, it Shall be done as far away from the trunks of noes as pmnbic. Tunneling I \ I + + + y1 under a large see sfiall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. + I+ n anon .... . \ Protective fencing shall be the laze items removed during the final cleanup. 0 �_�\ �GJ 13. Tram: + + .. ...'� ..... ..................... .................. �— ' I \ I� p\\\ / AaCB ma ei trees shall be treated immediate) b pruning, fertilization or other methods recommended b a tree s +I \ no '. G......"......."................. ..................... \ I \ O`V K Y Y P • & Y PtCiOhat. _ 1 .'. .�... \ +1 + +l t�' 8 .........'�'.'..'.':...:...........................'.'...'.'............'.'...'...'..—..-..":.. \ — NOTE: I F IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ro \ \ m� v REQDIREME\T5. es 0 WM ESMT. I \ $� + \ (DA0512019 N T ..'..' ...'...... ... .. \ \ _ OWNER.SIGNATL'RE o a. m �• ., \I Vv. /.. / :\:.: J 2 ,6 + , + OHU OHU HU OI�U OHU i — OHU\ \ 1t I+ iR S \+ + + \ .. L........... .. \ .'ti' '. .... / \ - OHU� i, .. .. ......... ....... ....'. .......'... .. .... ........ ....... .. 11P DRAINAG ESM CONTRACT PURCHASER SIGNATURE A q iROT€ ION FEa _ I _ OHU ESMT. DRAINAGE ESMT. / w 1 / c AGSA ESMT. I ' 1 PAVED E%. ROAD CLI 1 I I i o Wo nHo � nHo — � — — � — nHo / 20 0 20 40 60 ()"a Scale: 1 "=20' DRIP LINE SNOW FEN 11 00 CORD FENCE "I 00 CORRECT TRUNK ARMORING BOARD FENCE Ma't too PLASTIC FENCE TRIANGULAR BOARD FENCE CORRECT METHODS OF TREE FENCING TREE PROTECTION FENCING Not To Scale TOTAL POST-DEV LANDSCAPE SCHEDULE Plant Minimum Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF GLarge Shade Tree Quercus palustris Pin Oak 2.5" Cal. 2 471 942 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 2 510 1020 �A Large Shade Tree Nyssa sylvotica Blackgum 2.5" Cal. 2 181 362 B Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 5 419 2095 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 + '�:✓ Large Shade Tree g N sso s Ivatica Y Y Block um 9 2.5" Cal. 4 151 604 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 7 419 2933 OOrnamental Tree Cercis conadensis Eastern Redbud 6-7' Ht. 8 124 992 Evergreen Screening Shrub Ilex glabra Nigro Inkberry Holly 2' Ht. 17 23 391 Evergreen Screening Shrub Viburnum progense Prague Viburnum 2' Ht. 18 44 792 Evergreen Screening Shrub Ilex cornuta "Burfordii Nona" Dwarf Burford Holly 2' Ht. 43 14 602 Evergreen Screening Rhododendron "PJM Rhododendron 2' Ht. 38 13 494 Shrub Elite" "PJM Elite" Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2 Ht. 24 14 336 e Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 18 n/a 0 Shrub Broadleaved Evergreen Shrub Kalmia Iatifolia Mountain Laurel 2' Ht. 21 n/o 0 + + Low Maintenance Southeast Native 150 lb/ + + + Ground Cover Grass Seed Mix acre TOTAL CANOPY 12919 CD 0000 0 N N N N C D o DOJO r 000 O O� NMI u7 u] Q Z 0 LL W zwZ W D Q 0 Z U g�w a � r N O O W Q � J L Date 05/21 2018 Scale 1 "= 20' Sheet No. C6 OF 9 NOTE: CANOPY FROM 10 YR GROWTH. SHRUBS LESS THAN 5' TALL AT 10—YR GROWTH ARE EXCLUDED. Fife No. "A" IS FEMALE CULTIVAR, "B" IS MALE CULTIVAR. 16.003 0 ++++++ 0.0 0.0 0.0 0.0 0.0 .0 +++++++ 0.0 0.0 0.0 0.0 0. 0 0 ++++++++ 03� 0 0.6 0 1.3 1.3 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 ° +0.0 +0.0 +0.0 +0.0 + .0 +0. y�i 1.1 1.3 1.2 1 1.2, • 9•.•• 2:5 0.0 ++++++ 0.0 0.0 0.0 0.0 0.0 0.0 ++++ 0.0 0.0 0.0 0.0 .1 + ++++++++#:+ .9 2.3 2.4 2.4 1.6 1.3 3.4 . , 4.6 ' 0.0 2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . 0 +0.0 +0.0 +0.0 +0.3 +0.4 +0 O + + . +3 1 +2.2 b ' +3 5 ' +5. A-1 + .0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.2 +0. +0.6 + .7 1.9 3.4 4.7 4.7 + .5 +2.5 + .3 g}.8 +7.4 �7 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + .0 + 0.0 .2 + 5 + 0.7 1.0 .0 + 3.4 + 4.2 + + 4.2 + 3.6 + 2.8 + 9 : �: + 6.5 + 9.1 C� C (� .° S 3 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 + .1 .2 + .4 +0.8 +1.2 +1. +3.1 +3.5 +2.7 +3.5 +3.3 +2.3 + .1 ' o 47.5, A-2 0 0.0 •. . d C + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + .1 + 0.2 + + ID + 1.3 +1.4 .0 2.0 + .0 + 2.2 + 2.1 + .+ 7.2 -' .9.7 o D Fs) 0. 0.0 0.0 0.0 .0 0.0 .1 0.2 .5 9 L3 1.4 .9 2.1 2.2 .4 + 6.5 + t •; 8.9, b o 0.0 A-3 0+0.0 +0.0 +0.0 +0.0 +0.0 0.0 + .1 +0.2 + +0.8 1 +1.2 +1 4 +3.1 +3.3 +2.5 +3.3 +3.0 +2.1 +3.1 +5.4 8:'f 0.0 + .0 +0.0 +0.0 +0.0 +0.0 0.0 + .1 +0.2 + .4 +0.8 +1.1 2.2 +3.5 +4 +6.1 +4.3 +3.6 +2.5 +2.9 +6.6 9.0' 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 + .1 +0.2 +0 5 +0.7 .0 + + .6 +2.5 +2.1 +4. 6. A 0.0 O G +0.0 +0.0 +0.0 +0.0 +0.0 0.0 1 + . + +0. +1. + .3 + + + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 + + 0. �d 1 + 1. + 2.9 + 3.3 + 4.5 + 4.3 + 3.7 1.9 + 1.4 + 1. + 3.0 + 3.7 + .1 O 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + .1 + 0.1 + 0. + 9 + 1.6 + 2.7 + 3.2 + 3.0 + + 2.0 + + 1.2 + 1. .8 + \0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 0.1 +0.6 1 +1.3 + +2.4 +2.6 +1.5 1 1 +0.7 1 + + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0. o + 0.0 + 0.0 + 0.0 + 0.1 O 1 4 + . + 3.1 1 + 5 + 3.9 + .4 + 0.5+ + - 0.0 ° 0.2 +0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 0.2 1. 4. g, 4.6 1 0. + 0. + 0. 0.2 0 O _ 0.1 1� + D 0.0 + 0.0 + + 0.0 + 0.0 + 0 + 0.0 + 0.0 + 0.0 + 0.0 + + + 0.1 + 0 0.4 � + 0.1 + 0.1 100, + � + + + + 0.0 + + + + 0.0 + 0.0 'ED. + 0.1 I 0. o0 0 0. o.o 00 0.0 0 00 0 00 00 0 0 ° 0 0 20 0 0 40 •0 9 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 + .0 + .0 0. +0.2 +0.1 +0.0 +0.0 +0.0 +0.0 +0 +0. 0.0 +0.2 +0.1 +0.0 +0.0 +0.0 +0. +0.0 0.0 +D 2 +D 1 +D 1 +D 0 +D 0 ° ° ° ° ° Featuring Cosmol'olis Electronic HID System 100 Line 0.0 Page I of 3 107 Gullwing Sconce +0.2 +0.1 +0.0 +0.0 + .0 + . The Philips Gardco 107 Gullwing high performance sconces offer an excellent alternative to unsightly wall 0.0 mounted fixtures. These architecturally refined luminaires mirror the styling of the popular Philips Gardco Gullwing lumiraire The 107 and Integrate naturally to wall surfaces. sconce is available in wide throw, medium throw and \ forward throw distribution patterns. Luminaires accept HID sources up to 17511H. and Compact Fluorescent up +0.2 +0.1 +0.0 +0 0 +0. V� to(2) 42 watt. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. 0.0 �\ 107 Iumlrelres installed In the normal downllght position, with a Rat glass lens, provide full cutoff performance +0.2 +0.1 +D. +0.0 0.0 PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS +0.2 +0.1 +0.0 p + .0 U �� Ehterrhe order code Pro rh eappoiryban above. babove. Note PNips Gardco rese s h dgx to ref seacmpg radon Not dl co 6natlmsaN cmpNmdms are so d. Rfer toti nbd /e«cLsiom mdimtm ma Far9uemma wcarcems.Pka,ecroshh Ana 0.0 OJ �. PREFIX DISTRIBUTION (L��s V.H.3 +0.1 + .1 + .0 (his /� 107 Gull drg Sconce FT Forward Throw NotAw/adewirh Fluommetlomp,. 107EM Emergency Sconce WT WideThrow 0.0 Na,Asadnbkwth Fluorescmtkmp, /4. 107EMC Emergency Sconce, Cold Temperature MT Medium Throw + + + �A'Q JRe(ro 107EMR Remote Emergency Sconce 0.2 0.1 mf�,m;m short bdo. fern Wit,-brorim,._3 01 WATTAGE AND VOLTAGE +0.1 + .1 Schedule Symbol Label Quantity Manufacturer Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage Number Lamps Lamp Factor 4 PHILIPS 107-WT- 100 LINE SCONCE CLEAR 1 107-WT- 12500 1 150 GARDCO 15OPSMH HORIZONTAL 150P.ies A H RATED FOR RATED 12500 LUMENS El 1 PHILIPS GARDCO EH19-BLC- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-BLC- 250P.IES 22000 1 250 B 25OPSMH D RATED FOR 22000 LUMENS ❑ 2 PHILIPS GARDCO EH19-4X- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-4X- 250P.IES 22000 1 250 r+ 250PSMH D lC RATED FOR 22000 LUMENS Statistics Description Symbol Avg Max Min Max/Min Avg/Min Right of Way Line + 0.0 fc 0.2 fc 0.0 fc N/A N/A Site Area + 1.0 fc 9.7 fc 0.0 fc N/A N/A Note: 1. Wall and pole mounted fixtures shown shall be mounted at a height of 20' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminares onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle. 4. No new lighting emitting more than 3,000 lumens is proposed at this time. LAMP /VOLTAGE CHART- 107 CONFIGURATION CHART- 107EM OR 107EMC Voltage J20 M 7,40 1 277 1 347 1 489 60CMFE 200. 277 SOME! 7OMH I OOM H ISOMH 175MHew SOCMHE' UNIV 70CMHE' UNIV IOOCMHE' UNIV 35HPS SOHPS 70EIFS IOOHPS SOHPS lu r ' 26QF' UNIV 226QF' UNIV 32TRF' UNIV 232TRF' UNIV 42TRF UNIV 242TRF' UNIV 60CMPE 60 when G.snmpol6 ligh performaso, elesa is manic MH lanp and both. system. AwelaNe in FT,lan'add MT Awiabk 120V or 20OV- 27TV only * MR CMHEmd His types require mature boast El 7lamps. Ali MH 1 SOW and below we pdhe sort by deign. Idea CMHE typo. r-^ 175MH noaomibbk for sole er die Unirad States Distribution Volta Fluoreuont El WT M_T 226QF2 32TRF 42TRF CONFIGURATION CHART- 107EMRs Distribution Yalta e roars.. FT WT MT 120 208 240 277 347 480 226OF2s" 32TRF 232TRFaad 42THF 242TFUi 1. Ruodecerz and Or1Fd: hn:mmrcs fmw2 dwamnic bdlmn dra accept 120V thwgh MH-Minor Had, 277Y, 50hzto60hatrput Spaify"UMV'odmgefor120V thmgh277V. CMHE- Cement Most Haile 2. Me (I) land is paa'ered in emegmcy mode verh EM, FA1C and FAIR typo with the with Sourer, Balbu 884CG opded 3.Awk6k with lCE420 opded. which pia.von two (2)lampsm emergmty mode. ICE420 1-0 S-H PrcsareSodum !fi spdonodyaniablewhh226FFor232TRF..CAUTION - Maunumbaaerypak mart IPS- Lot. preaure Scdiwn power for EMIR unto with ICE420 cptlm h 100 woo, (83 amps/ when fit., demur, TW-Ttple7 be Fluoresemn is m. This 6 kr adtarm co the normal npta pow er tellumnaire heap, and sagas[ QF -(Lod "buses-1 4Asdlable with 1162 indeed, w6rh poveo two (2) lamps in emergency order land, are aidal in pawgd In of rgmc mode ,hoad me burp bmarne erapemble die remdner Covet, ens madral wIIh a d4 shown whh"UNY' or Lrry tail cpemw with a mnrmum tool nod output of 21501umms 3 "200277'areawikb)e far aidnurg 5. Acts, or `I07 Emergmey Stance TNe"m Page 3 (araddtiorp! nlbmprim. IS I I Clok Barker Road, San Mar 1TX 70666 PHILIPS (800)227-0758 (512)753.1000 FAX:(512)753.7855 simlighcug.com ® 0012 Konink0ike Philips Eleseronies NY All RightsReserved. Philips Gard co reserves the osmmyht t scange matecontinuing prod ce modify proverthe design ol it, prodaa widom notification as part of doe company s continuing produce improvement program GARDCO 79115-102J0512 ()p Featuring CosmoPolis and MasterColor Elite Electronic HID Systems Form 10 Square Page 1 of 3 EH / H Arm Mount The Philips Gardco arm mounted Square Form 10 products are cutoff luminaires for high intensity discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H style luminaires are die formed aluminum with a thermoset polyester finish. Both products can accept one of seven (7) interchangeable and rotatable precision segmented optical systems. Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code imo the appropriate box above. Note: Garrido reserves the right m refuse a configuation. Not all combromesns and confgurations are valid. Refer to notes below for exclusions and limitations. For questions or mncerm. please consult the factory. PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire 1 Single Pole Mount Horizontal Lamp EH19 19" Square Extended Luminaire 2 Twin Pole Mount at 180' 1 Type 1 BLC2 Backlight Control Square Fabricated Luminaire 2 90 Twin Pole Mount at 90• 3 Type 111 aB" only.Not available H14 14" S q @ YP boon 00 watt'. H19 19' Square Fabricated Luminaire 3 3-way, Pole Mount at 90' 4X'�a Type IV H26 26" Square Fabricated Luminaire 3@120• 3-way Pole Mourn at 120' FM Type 1V Q TypeV 4 4-way Pole Mourn Vertical Lamp V'S TypeV 1.Type 4X available In 19" lumimias anly.Type 4X luminaires 40OW and below, are supplied with In 4WW and below, vertnml lamp luminaires are supplied flat gray lens standard. with an acrylic sag Iens.A glass sag lens is supplied with 2. MHIPSMH VOWType 4X and BLC luminaires require the E28IBT28 reduced jacks lamp luminaires above VOW and with 26" luminaires. Medium base lamp, 20M mix on 14" units. WATTAGE VOLTAGE EH / H 14" EH / H 19" H 26" 120 200-277 t00MHo 25OPSMH 0 4NPSMHs® 7SOPSMH Pulse Start MH 1SOMHs 25OPS90"© 4S0PSMH1(D 775PSMH' Magnetic Ballast 175PSMH 0 320PSMM® 87SPSMH 20OMH to 350PSMH1® 1000PSMHs CosmoPalis` 60CMPE Eleamnic System 90CMPE (See Notes 5.6.9) 140CMPE MasserColive Elite 210MCE.3K© 315MCEd K© El.m,ic System (See Notes 5.6.9.10) 210MCE4K@ 31SMCE.4K© Puke Syr, MH 250PSEs' ® 32OPSEs4'M Electronic Ballast Standard! pro start 175MH' MH 2SOMHea 250MH' 400MH'r IOOOMH "Istratic Ballast* 70HPS 200HPS 750MPS High Pressure Sodium 100HPS 250HPS 1000HPS Magnetic Ballast 1SOHP5 400HPS ' 175W, 2SOW and VOW probe start MH luminaires are not available for sale in the United States. E Wattages marked with Circle"E" meet federal energy efficiency standard applicable m 150 watt through NO watt metal halide luminaires only. Form 10_EH_H 10/15 deme1o13 208 CMPE. MICE and 240 ME types only. 277 QUAD 347 120f2O8)24OaP wired to 27N. 480 2. MHIPSMH VOW Type 4X and BLC luminaires require the E28IB728 reduced jackass lamp. 3. Medium base lamp. +Available with vertical hmp optic only. 5.UL Listed at 40°C ambient 6.Available 12OV.2DOi 34N or 480V only. 7. Requires E28IBT28 lamp B.Available with horizontal lamp optics only. 9. CosmoPofs and MasterColor One systems are supplied with lamp 10."-3K" suffer s,edf.a a 30OWK lamp and "At" suffix sped a4000°K hmp. 11.250 watt Pulse Start Metal Halide wish a 9(Y% efficient nogne e, balhac C.,ndws with Caffbora Tith, 20 effective 1/1nO10. Availablein 120.208. 240 or 2M only. PHILIPS GARDCO i I I 1 I I I I ,e1 r '� �c� M. SHIMP > No. 45183 ?fro Zo CAI ,Sil3WAT E� C rn c p .� o c 0 o E E E o E E E O 0 U N o N C U O O O p NO N N N N N 7\ Olasee cry Z i W lassas zwZ W � Q 0 Z U g�w a assal lassis cc 0 0 m Q � J L Date 05/21 2018 Scale 1 "= 20' Sheet No. C7 OF 9 File No. 16.003 395 390 385 380 375 370 365 360 355 �itltt�■�I■II�� - 1. _ �-I■�I:I�iSIn:�Mrn���& �-�■�lilal%I�i13ia11��id1 �r��■ Ielpl® -- -I=1s �11�■�Ia� -- - !I �11�■ -il:Iif1�WTL11E 1'�ZwI111t3d 2.4�-7 �Ilf�f/L!•L�••L'!'-.�:.1,:aC�Y.iCiY i.�-;,. i.�..�..�r.a. �. `-` •IrIN_ �11�iA11■�Jll�tRdS>E7i C-a!i■PJJ17Lli� �IIf1N7d9i'■�FIY!N!3;L1C-+�-ill �Il�ale'lwmrM���: - �11���� E M• L _ 1 1NEW STORM SEWER PROFILE C8 SCALE: HORIZ 1 "=30' VERT 1 "=10' r- Prop. Grade / / Ex. Grade 1Yf III= III I ��I I -III -I :II Wrap bedding in Mirafi =II -III -III -III- 140N nonwoven filter 60" HDPE- I I -III I I I_I I- I=1I I=III= fabric or equivalent DETENTION - - 41 OBI I hLLI - - - g EL - 373.50-r 1 0PIPE - 7 50-YR WSE 371.79 (1) 60 LF . - _ _ _ _ 10-YR WSE 371.75 EL.=371.50 2.0' 1-YR WSE 371.31 -- �� r 3A __ p Invert 368.50 INV=368-50__� } 1.0' - - REINFORCED it II 1=�_ 1=1 I TI STEEL PLATE I #57 Gravel Bedding 2 NEW DETENTION DETAILS C8 SCALE: 1 "-5' M ° • e�va oa°e,°G `o°° a.° ooe°G000A •�R °O •We pa O�Po�°0 ° • P I.uwolrir a lass. I'In PER, gnlinR uL w 'na I.+ ••W ., a sr H4• c'''nlntl,.u: lu.. n bpiel. ' • .Nn•n NIM1 ul0lonnl pia, i.,a a. Ilm•fl .b u.mr"I nlixi. ,. •na .. n,l -•u, r N. 0' .na . ,,,1,. lulxn.. Iw�..r ,.yuvl .M1,RIf NUP / N:IrcN1i°U 10r" BMP TRASH RACK goU TIOVN , lNI M D,--.:: mM.W+m+mn.. 395 390 385 380 375 370 365 360 5�55 1.6" ORIFICE W. TRASH RACK New Trash Rack 1" Holes 30% Opening Area P 9 6" 00 n0 N D O O 000 0 Front Section 00 0 N ��� O 00000 0000O_ Side Section ORIFICE TRASH RACK DETAIL C8 Not To Scale NYLOPLAST 36" STRUCTURE WITH LADDER DETAIL CORROSION RESISTANFLADDER 68 HARDWARE FURNISHED WITH LADDERS 112'-13 X 1 SPIN HEX HEAD BOLT, 1rZ FLAT WASHER, 3 1WHEXNIIT I� 44r NOTES: 1. LADDERS SERVING MANHOLES CAN USE DEVIATIONS OF OSHA 191FOUND IN 14, MAX ASTM C47&LANE ARE TO BE ORDERED FROM LANE INTERNATIONAL CORPORATION ONLY. 2. CORROSION RESISTANT BRACKETS, WITH STAINLESS STEEL HARDWARE, SHALL BE ATTACHED TO THE LADDER BY THE PIPE FABRICATOR. THE HARDWARE IS INCLUDED TYR ANGLED ATTACHMENTS, WITH LADDER MIN. 6 PER LADDER. 3. USE STAINLESS STEEL BOLTS, WASHERS AND NUTS TO ATTACH THE LADDER VERTICAL MAX VERTICAL MOUNTING BOLTS N BRACKETS THROUGH THE PVC DRAIN BASIN SIDE WALL MUST BE TOWARDS 4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 144NCHES FROM THE TOP OFTHERISER BASE SURFACE AND BOTTOM RUNG IS AS LOW AS POSSIBLE 5. BOTTOM OF LADDER SHALL BE ATTACHED TO BOTTOM END CAP WITH SS HARDWARE SEE NOTE SUPPLIED WITH THE LADDER B. WEIGHT OF LADDER TO REST ON END CAP. W MAX 7. ALL HARDWARE IS TO BE TIGHTENED PRIOR TO SHIPMENT. S. VARIOUS HEIGHTS ARE AVAILABLE FOR NYLOPLAST 36' MANHOLES WITH LADDERS. FOR SON MANHOLE BODES THAT EXCEED W LADDERS ARE TO BE FIELD INSTALLED AND RISER SECTIONS ARE REQUIRED TO REACH THE DESIRED STRUCTURE HEIGHT. CONTACT NYLOPLAST FOR DOCUMENTATION SUPPORTING FIELD INSTALLATION OF LADDERS. LADDER BASE IS TO BE BOLTED TO THE BOTTOM END CAP AR 1 4 AR R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) IT MAX 5 BMP RISER & LADDER DETAIL C8 Not To Scale GALVANIZED STEEL STEP i MINIMUM OF JR EMBEDMENT ST-1 k4 GRADE SO, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. LDNENSION MAY VARY WITH MANUFACTURERS DESIGN) CORROSION RESISTANT MATERIAL r7o REINFORCING ROD CAL SECTION I PTH ALL STRUCTURES WITH A DEOF OTHERWISE NOTED ON THE PLANS. E P/R" FROM INSIDE FACE OF BE 10" C-C. MNIMIM FORCE OF 300 POUNDS WHEN FACE OF THE SUPPORT. W,D•° NAIL IV EN: YDxIwELLY ALIGNED AND UIFORMI SPACED FOR THE ENTIRE DEPTH OF MY STRUCTURE. N PRECAST UNITS STEPS NAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATI OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRO ED THEY MEET THE MINIMUM REOIIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE EMNEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED KNURLED. OR DIMPLED SURFACES. ALUMINIUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221. ALLOY 8G05-T5. THAT PORTION OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMMOUS. SOLVENT TYPE. ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING G TO FED SPECIFICATION TC-C-G049BA ALUMINUM STEP SPECIFICATION `VAT REFERENCE STANDARD STEP ROAR PID BRIDGE STANDARDS VMONA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 10SA8 MIN. LADDER STEP DIMENSION C8 Not To Scale IS-1 Y-1 Rs DAVIS a a• c-c TTP. :5B'-C-SC TYPE. _n TO °f rlO T LARGEST PIINI'TE I I SHARE To 50" WA/ElE1N �rTT 11-1 $." OF„ I T TTTTTT7-I TTT-.. WALLSTRUCTURE SIRE AND PLAN WAIL THICKNESS VARIES PLAN 9 OF OUTLET P�PEN RT TO INVE SECTION A -A TRANSITION BETWEEN Pee DIAMETERS HALER METHOD OF TREATMENT IN DROP INLETS ��'M: � : • ' . •: ME ENNCOLMDED. �e CUSS N CONCRETE SECTION A -A CLASS N CONOEIE SECTION B-B ��, NOTES SHAANG OF MANHOLE AND FILET NVERTS N ACCCRDMCE WNW! THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WIDE NVERT OF PPE 0 ABOVE INVERT OF \� SLOPE TO GRAN TO AVERT 1. THE STANDARD SAFETY SLAB ESL -I) IS TO SE USED ONLY WHEN SPECIFIED IN THE FLANS ON THE DRNNAGE SUMMARY SHEET AHD/OR THE DRAINAGE DESCRIPTION. FOR MMHOLES JUNCTION BOXES MD DROP )NETS WITH HEIGHTS GREATER TWIN 12 FEET TIE SPMRIfi OF STRUCTURE. OUTLET PPE ADJACENT SAFELY A.A35 GNAL BE B'TO ITWITH NO SAFETY YN LOC%,TEO MWIN S FEET OF THE TOP OR BOTTOM OF THE STRUCTURE SAFETY SUBS SHELL NOT BE LOCATED BELOW MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED • MY )NET PPE OF 5O' DIAMETER OR GREATER. IN ACCORDANCE NTH APPLICABLE STANDARD OR SPECIAL DRAWING. TIRE INVERT SNAFRNG AS DETAILED HEREON M TO CONSIST OF A ^ TH 2. THE COST OF E M_-1 IS INCLUDED IN THE COST OF E STRUCTURE.SEE SHLACE M OR PTLAD MIX CEMENT CONCRETE CONORMWG TO CLASS N OR GLASS O, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE 1W TO 4" IN DAETER MD CONSIST OF STONE BRONEN BRICN, / O • A' ME TO BE STAGGERED FROM OSIDE OF STRUCTE TO THE 5. ACCESS OME NE STRUCTURE OTHER WHERE APPUKHM . STEPS ME TO BE STAGGERED ACCORONGLY. FURTHER B H k 5 BARS R B" C-C M. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. TE SUP A# SHELL BE LEFT SMOOTH BY MEMS OF HAND iROWELLNG NOTE I I �'3`::I: ' 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-H-PLACE CONCRETE TO BE OF THE COARSE AGGREGATE AHA . REMAIN E%POSED. - • ' • CLASS N L5000 PSI. NIECAST CONCRETE a TO BE M (NIOW PSI. RENFOICIM STEEL TO BE IN ACCOIDMCF WITH All M31. . �. RE {��, .,• DETAILS OF INVERT SOUPING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EAOI MANOLE OR DROP RLET IS TO BE SNARED � � -� ' - •• • 5. ACCESS OPENINGS NAY Be 50" DIAMETER OR 5O SQUARE. WHEN STRUCTURE WIDTH IS RDVDUELLY TO BEST m THE PWMM INLET AND OUTLET LESS THOU WR THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 3OR LONG). CONFIGURATION AND FLOW LIES. SECTION B-B PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES �VOOT ROM ND BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS ° xV1�T ROM FAD BRIDGE STANDARDS TYPICAL CONCRETE SAFETY MANHOLES AND JUNCTION SLAB FOR DROP INLETS, BOXES �REFOEREAININ sHEEr , aF , REVISION DATE AROMA DEPARTMENT OF TRMS'ORTATON ,02 SNEER 1 OF 1 REVISION DATE VAGINA DEPARTMENT OF TRANSPORTATION 502 O•.OB O•.M 3299CGR APR°XIMA➢1 Aa9PA=AYw sG,x •.OwRdL6@'.iir°F IXtarE=9f OJ 1H5 S6'rura ) 12PWM E) SY,IMwSE) 3D,f3Pel5E1 -� if°RCBM149 45TIIIIIAsq Imo- ayn � SW �0 0 an as., 0 0 ,R%YLO10125TP,1 W BF#S IPE Fpt xEFEI®i(£ plY ACIIVLpRBIYKKA WYVMY C6BFA'W§IICc WIN]£9 DNIEIHF9 NYOLONPAING p1411T wrEFtlAl34MLLLUIFDU1roAalYASMDVLf TtEOP�mT� ME�r wMWISr EBC wTwwL XLNEWW.. P/M CAtiIINGSAxEFUWAYI®WDHAHAIX PNXt Pf6�w....wtwNEA wlE uar W:I.E� MITF14va° UWPW,GENCEaYNV NPPRRRQUU:FS. U`,WWU. �p �vx%BIZ,VE E6REILGGyI F f/M�iw ,EDNGLR, RPx,W, Nylo ast' MFICM CCEY M1Oi M1CL16E iNPME PbP0C1IlI P"THIREETQMYNWNIOI WN�w (U ILEQ RMYE FPNEAIM,e'BASE APR10%. IMSOLBS ....a. PERE Np° °1E EFOLIEPRN➢IMENNEY FNMEAfM3reAYE APPOR. 13010189 ANIDEID031w1,RW RENl10MER1OxiB aPEaTAT[At4M6Lr FFPMEWnxN&SE MWiGR 115bL8y MRIRlB(EN91N9wOCWdI1B1 N,t9ff A SdE ,]a w4t ,at P'6! mxHX IkY o PENM9W IIAYMYtw4Kf NYLOPLAST 2 F X 3FT ROAD & HIGHWAY STRUCTURE: 32 _ _ AGR _ _ X 11 2) w1ECiU,En WCn,EIRIXi FNME6 WUTEro WTDI w9waD. ,S•Ap WIOMGDA$WE }Mwrt®R,EssWwRNE TNFFIClDOB: WrXaErsslN olxENSloxsnlA Fox cumElNE RBERSIMICINEIYFXIYIIN3 fl6PQ9FSONY. ACNN[OHCflETE91AB NUYr BE OE5GHE0 rANONro WnsDOwnW InCKSDLcoxDlrwxs,TxAEF,c ((- LMDN0.60111BiNRIN8LE 0EYKKI FACig19. 18'-3P n PN�.mammi �`WWW N I 3f u2-E Y ...�egwmr WHP:hc�59FAY NIA "r* x Plbas,roa•E NnaEwummaxAxr .m s owenXEWwx.HAEEIr.Fe'x%VRN vAAxw� m WW. e moArwWAYaA°awl.PRrxr,unwmq reeufsaxwxmor w. ru weREENEREEP A ERNE 'RE ENNEEN, m,xs ¢r NOTE: FINAL DESIGN BY MANUFACTURER. INLET 3 DETAILS. C8 Not To Scale 3099CGSQ & 3099CGSQFH APPx°x.GNTEDxAl11AxEA=,ds,e W w •APRrox wE,Dxrwllx FRME6xoo0 =NTM189 �2125 Nas� 835 N21 I I I RUN) TIX90T01 WTIBM DMEMMOORAEFORREFERENCECMY WMOIMENSIONSNAYVAAN DMENDCNS ARE Ni PCHEs (WgIENEErS Wi0 LO.^D flATN6 WTFAIALS SHALLCONFgw T0A6TN0.5]fi°iACE]69U5 HURT W'GYwIWGSAVAE ALEMHDHWNGHUAEBIA E WW INXG.@11B SIDPEo:aursURFACEs51% tlIRXINET FraME WswE valaElsnnPwox vsw Fr AF ROX LOWESDTWEENT AREA=C1F737901 IAWESSEF( uHOWW LSI SETION LOWEST .} EETEENM-ffiWWW HNWEST9ETlING=3111A150 W A➢L1311BIr V.019 2'XI WIUNEr srNNIX10PATE 1ANCG6° zw a nxlDlEsrx000 sETlNo O^M anLavAGrxoW sEnwG tx2CUx0xfET F,MHEsxooD 9GNwwal X� 6DJ iOPOBwEP.ATETDi2P GEPrtnN&v9S1 SEG. 1 •WE,GxrWEsxOT NCLUCE 5wYEG. 2K 81 SM ; OL'Cl6EMg1 &.9ERATE MULEEG ]L2 I$ISEG APPxOX IWW MSS DIVINED 2Q I%.SEG. AP%OXffi WLS9 3CWSEG: A WAMEM' APPROR aM WER USESEG ARMEN 93MM 3181 APPflOXMfbIAS ORREHEREPER NewP mnwe 'An o NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 _ _ AGS __ X caNDEtEaRB6WmN ASPHALT WM'NWIOIHGUIDEINE _'- CMIN INYNXESS WIDFIINE RIVUMILF IA Ri HFx O IM AYAM&E IA TO ll) DK1M1FMlN FUXSTIII CFF) ER.WELPATE BNGW rNAffi-L Oi CAMALE RETFEHSICNaTKID tGUIDELINE NMPo9E9DlT ACNALLONLRETEYUB MUSTBEDESNiHF➢ TNDNGNiDC°ISODNnD11LP"EL ANW1pNs.rRAFnc lG^➢ND.6 OBE APRM/%E DESIGN FMFALTORS. MKWUM FPEBUNML W'DI PER PIPE MWUFACOIPER RECOMMEND IDH (DM MONUEACTPN3 nxIiEDUTEDDIICTLEPDI RED. SNAEASwN SUMP) wAwa•L4 &°-EPUTEro W1Cx &SMDD- NUMNE WA1EN1pIrpNr ICDPUWTF➢10PE 9H(M'N) J DI vAaWsrvPESONErLWDETMAnels avA,lne f lD FCC Cg INGLE WEp HD NLGNILNANCtq OUN WPM) AOY' IMNCCR SANE ARM, IFN-1t XP, PVC SEWTIi IEl SOCM351. PvcmrvMX uHNI, wccWaT9[5. WMWMHI6 RNm we Y.WF.PERNEEN.. REENENxN ...W W eP WNW REP '! PNUAGADR FT4YR xxE"'Nuu aw IXuLNNT. I RE. PER gRNR u9...E`roro-.ro O WEWqW dmmxPuxWaW AN.rcxW sWtnfF vIDICp'wTNS 6N. IA VANFAE W W OEPM Acaumw°roPlMs '� ,S W ON Ir-2d',1CNNON3P fl4<ID OH MANIPMNRwf xE°I u14 MWxGx Ir-n• �� PMNOI sa 9xNLBECRUAMEDMPNMCFO GRMULARM TVNI REGWRENa DAS$I, fPMMANINAI 1 1r-1° III TFALI cuss ll, oCCU99111 WrBiuL0.50EFwEn NA9iNOLC1. SmDxG ARKAIFN ORuwOE WEIssxN1BE UNIFORMLY RACED BCCMPACIF➢UNIFGRMLV IN ACCDIpANLEW11XA9rM02R1. N I ast' x�a.Pnw .x,xn Y ...„n„-... v °..P.LET .n�'smP...AmnPIN- M:T. __.NNE1. NPHRAcTUREOR- POP PI^,•1. ,r . MN, 1.. nMlWav RA x NOTE: FINAL DESIGN BY MANUFACTURER. 8 INLET 4 DETAILS C8 Not To Scale Section 2724 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the road and highway structure type as indicated on the contract drawings and referenced within the contract specifications. The ductile iron frame and grate for each of these structures is to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer The road and highway structure shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc. or prior approved equal- MATERIALS The road and highway structure required for this contract shall be manufactured from PVC pipe stock, Utilizing a thermo-molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured form PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastometic seals. The flexible elastomenc seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the structure. The raw material used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454- The grate and frame for all road and highway structures shall be ductile iron and shall be made specifically for each so as to provide a round bottom Flarge that closely matches the diameter of the PVC basin body. The grate and frame shall be capable of supporting H-20 wheel loading for traffic areas. The metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. INSTALLATION The specified PVC road and highway structure shall be installed using conventional flexible i backfill materials and procedures. The backfill Pec 9 �' 9 pipe material shall be crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321_ Bedding and backfill for the road and highway structure shall be placed and compacted uniformly in accordance with ASTM D2321. The road and highway structure body will be cut at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations; a concrete ring will be poured under and around the grate and frame- The concrete slab must be designed taking into consideration local soil conditions. traffic loading, and other applicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines. 9 )NYLOPLAST STRUCTURE NOTES C8 Not To Scale 4 )VDOT INLET SHAPING & SAFETY SLAB DETAILS C8 Not To Scale NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N RACE. 2. CONCRETE TO BE CLASS AT IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CUM FACE OFVING A CURED WILL US OF BE BE PAIDOFOR AS �LESS CC (ALONGLB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (1511 DEPTH) OR INCREASED MUCH AS 3" MIN DEPTH) WODERCIDE ITBR TOPTOF A COIIF OAF TC ESP EL �TNSSUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18° AS SHOWN. NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 'CREASE IN DEPTH. q ,fI 2" R 5. CG-2 IS TO BE USED ON ROAD ATYYyS MEETING THE REGUIRI APPENDIX ATOFFTHE `VDOT ROOD MSIN MANUAL. .a ..a .<..r .A- SURFACE SEE NOTE 4 •.a, BASE a :.a 'A. .''A .A - .'a I I SUBBASE 4 I✓4" RADIUS a a d:a a..< BASE STANDARD 6CURB 105 REV 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2DL01 CURB DETAILS C9 Not To Scale CR-11 GR-R PAY EMIT GR-2 8" X 8,, SOIL RATE TIMBER POST ANCHOR HATE y4,' DIA ANCHOR CABLE r ENO SECTION PLAN / 5EE STO GR-IOW ME DI SEE DE TAIL A.a Yi• GA MCHOR CABLE I I TOP OF GROUND OR PAVEMENT I TAIL B I I ELEVATION SCarNLE 5 „ {1 1" Dtk X 7" I.G. '/" THREADED TY ENTIRE LENGTH - IIII IIIIIIII II MACE CONNECTEDCABLEI' CIA. CAB TOTMDAIO SWAGGED FITTING AND STUD ANCHOR CABLE SWAGE CONNECTION TO THREADED STUD SHORT WOODEN POST 2„ 1 4" 4" �3;PIL��GjI 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RMIP FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 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 RAIMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,INN 8. BOTHSIDESS OF THE RAMPEFLOOR. MID -DEPTH OFIR FLOOR. CENTER CONCRETE COVER %". 7 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 177:12'I MA( TYPE B 7. CURB RAIPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY IRE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN 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 PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE, FIRM AND YIP RESISTANT PATH WNNECTNG ALL 12A2 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 6 ** AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2 WIN AT * , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT XX , SAE AS TOP OF CURB 9. PI CONCRETE SID ALK IS 4"7NC K. E THE TRANC RAXIC NOT TYPE C IODATE TVE TU NC REOUIR ENNNTS, TICP TED HE VY TR TRAF ,REFER TO ST ARD CG-13�COMMERCIAL ENTRADjcE (WAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10, WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1,6" - 2.4" TRUNCATED DOME C-C O 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OT N O o 0 0 0 O O 0 0 0 0 0 0 0 0 v + g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b b a ro 0 O O O O o 0 0 0 0 0 0 0 0 0 0 i D.z" SOX - 65X DF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE GENERAL NOTES REV. 7/05 02 203.0571 VIRGINIA DEPARTMENT OF TRANSPORTATION CO-12 •5 DOWELS. 6" LONG A PERMISSIBLE AT 12° C-C CONSTRUCTION y 5' MIN. 'ANT U:1 MAX ii 72�1 MAX e ,� 2' 1" B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET tOF 4 FOR DETAILS SOF ROADWAY CUM MN HAPE O MATCH FACE RB i BACK OF CURB 48 :1 MAX. 20 `1 48 :1 MAX, 2'MIN._ i SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB e" CURB 0 4 6 1 5 T 2 5 B 3 6 8 4 8 12 5 10 s B 14 5 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. K = V 1 II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK B CG-12 DETECTABLE WARNING SURFACE 550'2 TYPE 8 (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 20306 2 CC 12 DETAILS C9 Not To Scale -1 f; 4 INS ;. _E a DL46 HOLES SOIL PLATE (O E Lam„ X PLATE END E �OIA BEARING PLATE STEEL FOUNDATION TUBE - ♦ `y.•• STEEL MCHDIN A� EIGHT (O Iys " DIA HOLE ` f PLATE ONE REM NOTE' COLD FORM USE OF THIS TERMINAL TREATMENT 6 RESTRI ANCHOR PLATE DETAILS SECTION A -A To RUN-OFF CONDITIONS ON DIVIDED NGHWAT ROAD AND BR�ANDARDS TRAILING END TERMINAL TREATMENT FE ENC 81EET 1 OF 1 1 REVISION DATE W5 6OL>O VIRGINIA DEPARTMENT OF TRNISPORTATON 221 DETAIL A 1 I I I I I I I I DETAIL B A ed .4 A 000 00 00 00 00 00 000 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE 3 )TYPICAL SIDEWALK SECTION C9 Not To Scale 1.5" OF SM-9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 6" - VDOT #21A BASESTONE III T� COMPACTED SUBGRADE - MIN. CBR=10.0 TO BE FIELD VERIFIED TYPICAL ASPHALT PAVEMENT SECTION Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. MIN. WIRE REINFORCING OR 0000000000000000 #4 BARS AT 12" O.C. 0 - - - - �COMPACTEDDSUBGORADEIA C 5 �Dumpster Pad Detai C9 Not To Scale TREATED WOOD GATES FINISH TO MATCH BLDGS ELEVATION DUMPSTER ENCLOSURE CR-2. 2A X 27Y4" MIN - 28-Y4" MAX RAIL HEIGHT ANCHOR t NNlY1X 4YNN. YX, ]WJi?'N'X' lV� /.Y/VN y'NNN N/ ION III I III IJ J IJ J IJ J J J GR-2 GR-2A ATE W-3" POST SPACING) 13"Y,' POST SPACING) MAX DYNAMO DEFLECTION - J' MAX DYNAMIC DEFLECTION - 1' NOTES: GUARDRAR LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCMOUTS SEE SHEET NO. 501, 05 FOR DETAILS OF BAIL ELEMENT. RNL SPLICE JOINT. AND ASSOCIATED HARDWARE SEE SHEET NOS. MIDI ADD 501.02. RNL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADo BETWEEN 5 FEET AND IN FEET. PL1 GUARDRAIL A POSTS SHAM BE SET RA" tNB. P T SXALL NOT BE SET WITH A VARIATION OF MORE THAN PER FOOT FROM VERTICAL W-BEAM, BLOCKOUTS, MD POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL OR-2 AND GR-2A PAL $SHALL BE MAINTAINED AT A HEIGHT OF 27Y:' MN - 280 MAX AS MEASURED PER STANDARD GR-NS. EVEv WCTAM TR TRAVEL FRAILS OR THE FINISHED IN TRE ROADWAOY�CTON OF THE NIRALPLETH BFNTEPSTLFR USE IAADDITIONAL AGist THE AK OHOO STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALATON. x OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RNL ON BACK OF POST A WHEN NESTED RAIL OR ADDITIONAL RNL 15 PLACED ON BACK OF POST FOR CR-2A THE POST SPACING WILL BE 6`3". FLARE RATES DESIGN SPEED INSIDE I SHY UNE BEYOND I SHY LINE MPH LINE LS TIME RATE RARE RATE 70 9' 3011 11 08' 26D 14:1 50 6.5' 2111 WI 40 5' 1101 BN 30 4' Ill 7:1 ♦ SUGGESTED MAXIMUM RARE RATE FOR SEW -RIGID HARRIER SYSTEMS `VDIIT A COPY OF THE ORIGINAL SEALED AMID SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 1 OF 2 REMON DATE (STRONG POST SYSTEM) 64 06/14 VIRGINIA DEPART T OF TRASPORTATON NOTE: INSTALL GR-2 WITH RED- RUSTED/OXIDIZED FINISH FOR RAILS. USE TREATED PINE WOODEN POSTS SPACED AT 6'3". GUARDRAIL DETAILS 505 21'8" - P� CIS O O DD DUMP5TER L N CJ NOTE: ENCLOSURE BRICK SHALL DUMPSTER PAD PLAN MATCH THE RED BRICK OF THE HARDWARE BUILDING CLOSEST TO THE ENTRANCE CORRIDOR. BOUARD \ DUMP5TER 4 x 4 STEEL rI COLUMN (TYP) I _ CONC. PAD 5EE DETAIL 5 SHEET C9 6 )DUMPSTER PAD ENCLOSURE DETAIL C9 Not To Scale - CR-2, 2A 8I_. 8WASHERS e BOLT T` : M NUT ec -_- _ �" HOLE 6"x 0"x1'-2" TREATED yi' HOLE ± OR TREATED PINE Y!' HOLE 0 RECYCLED MATERIA_. i TINT' �N"IS RECYCLED GALV. STEEL 100 o MATERIAL COMMON NAL SEE NOTE S. 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 8"x8"x1'-2•' TREATED CONTAINING STEEL OCKOUTS. PINE BLOCK AAA BLOCKOUT FOR MAINTENANCE TREATED -' N REPAIR ONLY SOUTHERN PINE II�TI y9 : I� 7LESS THAN V-O' HOLE - 6x8 WOOD POST /4� T 4"x 8"xi'-2" TREATED STRONG YN"- ` PINE BLOCK. POST THE CRT POST IS FOR USE WITH THE 8'-0" POST GUARDRAIL STANDARD CR-10 TYPE FOR WHERE 4" WIDE BLOCKOUT REQUIRED SPECIFIED D BY THE ENGINEER IN THE ii1_ S/fep�R t DETAIL A' 7 POST MAY BE HOT ROLLED OR WELDED. GUARDRAIL INSTALLATION SITES REQUIRING LONGER - II 1 GUARDRAIL POSTS - II I 7 NOTES 4 NO' BOAT 6,.x8"xl'-2" TREATED PINE L ALL BOLTS, NUTS, WASHERS, AND OTHER II w BLOCK OR STEEL ITEMS ME TO BE GALVANIZED. IIUT II RECYCLED H 2• ALTERNATE TYPE POSTS MD BLOCKOUT MAY R BE INTERCHANGED ON MY ONE PROJECT WITH 11 W6xB.5 OR - i THE RESTRICTION THAT THE SAME TYPE OF IRS g POST AND BLOCKOUT MUST BE USED N MY II II c SINGLE RUN OF GUARDRAIL. II OPTIONAL HOLE - 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE HE JOINT HARDWARE, ETC. SEE SET NOS. 501.01 GALVMI2INC ��(^V AND &1.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE q III II TOP OR BOTTOM OF BLOMOUT AFTER W. x 1B BOLT a INSTALLED. a•• I 16„ MO BRACKETS TO M 'Yi' OIA. CRT POST STEEL POST SICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON!FILE IN THE CENTRAL OFFICE. `VDOT ERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STMOARDS 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 536 05 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 Mi.05 Z15 375 b _ 2 2C RESE VE I P 425 425 PARKING_ 2G 4" 6 -' 15 • 14�� � www 2b 0p R7.8 NO PARKING LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (REMORER.) BACKGROUND - WHITE (RETROREFL) `Reduce spacing 50%. "See page 6-31. "'See page 6-2 for arrow design. , D I 1 r~ 7 * V N ACCESSIKBLEI- ° A R7-BB A B C D E F B N J I L M B !!5 Ia N I!D ! 10 NTI 1 15 0 Ie a !T! m za zD 1 1aD 2,m 6TM 1! PAWMIGMIIUIOX ORFCIMMLAPROTTBN MUIF& U" -MUN (RETROMIMCIAEI OIMAX 01Mt80 -WARE MRIR�fllxlNn BILMAMM-WAIF (RENRIERFCIND NQLMBO-B111E BWTMDERIGINE) TOW -AWAY ZONE PENALTY $1001500 FINE R7-VP 1 V 8 HC-VAN SIGN DETAILS C9 Not To Scale Not to Scale