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HomeMy WebLinkAboutSDP201500031 Plan - Approved 2015-09-04GENERAL NOTES OWNER CMA PROPERTIES, INC. Sheet Title 100 MYERS DRIVE COVER CHARLOTTESVILLE, VA 22901 ENGINEER COLONS ENGINEERING EXISTING CONDITIONS PLAN 200 GARRETT ST SU1 TE K, SITE & UTILITY PLAN CHARLOTTESVILLE, VA 22902 GRADING PLAN TELEPHONE (434)293 -3719 NOTES & DETAILS FAX (434)293 -2813 DRAINAGE PLAN, PROFILES & CALCULATIONS CONTACT MR. SCOTT COLLINS, P.E. DRIVE AISLE, UTILITY AND BERM PROFILES scott6co /lies— engineering. com TAX MAP NO. 04500 -00 -00 -17300 (DB 3611, PG 616) & 04500- 00- 00 -094BO (DB 1465, PG 169) AREA 3.53± ac. (7UP 45 -173) & 10.84± ac. (7MP 45 -94B) ZONING IMP 45 -173 HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 201400008 AND SP 201500005 (OUTDOOR STORAGE & DISPLAY) & SP 201500006 (STAND ALONE PARKING) TMP 45 -94B H HIGHWAY COMMERCIAL (HC) WITH PROFFERS IN ACCORDANCE WITH ZMA 1994 -00023 SETBACKS (SETBACKS LISTED BELOW ARE FOR AUTOM077VE RELATED STRUCTURES & FOR ANY STRUCTURES PROPOSED ON THE PROPERTY THAT ARE NON — AUTOMOTIVE SALES OR SERVICE RELATED, 7HEN THE SETBACKS WITHIN SECTION 18 -4.20 SHALL APPLY TO THOSE STRUCTURES). > 10' MINIMUM PARKING SETBACK FROM PUBLIC S7REETS 30' MINIMUM FRONT BUILDING SETBACK FROM PUBLIC STREETS `ii 20' MINIMUM PARKING SETBACK FROM NORTHERN PROPERTY LINE (ADJACENT AMO ZONING) 50' MINIMUM BUILDING SETBACK FROM NORTHERN PROPERTY UNE (ADJACENT NMD ZONING) BUILDING H 7 NOT APPLICABLE TO THE PROPOSED PHASE I DEVELOPMENT (THE MAXIMUM BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADD17IONAL SETBACKS. A MAXIMUM BUILDING HEIGHT OF 65' IS ALLOWED, PROWRDED PROPER SETBACKS ARE PROVIDED) PROPOSED USE ACCESS & PAVED PARKING AREAS WITH CURB, STORM SEWER AND STORMWATER MANAGEMENT ARE PROPOSED ON 7MP 45 -173. WATERSHED THIS DEVELOPMENT UES WTHIN 7HE SOUTH FORK RIVANNA RIVER WATERSHED. 7HE S17E IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM 774E SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. TOPO & SURVEY TOPOGRAPHY, SURVEY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR AT TOWNES ENGINEERING 7HE SITE WAS FIELD VERIFIED ON MARCH 25, 2015 BY COLONS ENGINEERING, TWO BENCHMARKS ARE SHOWN ON THE EXISTING CONDITIONS SHEET. DA 1 UM ELEVA 77ONS ARE BASED ON STATE PLAIN GRID— NAD 83 DATUM. EXISTING VE'GETA77ON MATURE 7REES EXIST ALONG THE MAJORITY OF IMP 45 -173's PERIMETER. THIS PARCEL's INTERIOR CONSISTS OF GRAVEL AREAS AND CLUSTERS OF MATURE 7REES WITH STABILIZED GRASS. STEEP SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, MANAGED SLOPES EXIST ON 774E PARCEL ALSO PER THE COUNTY GIS MAPPING, NO PRESERVED SLOPES EXIST ON THE PROPERTY. THE PROPOSED DEVELOPMENT DOES NOT IMPACT PRESERVED SLOPES. PHASING THIS PLAN WILL BE CONSTRUCTED IN TWO PHASES. PHASE / INCLUDES THE PARKING AREA SHOWN AND ITS ACCESS DRIVE AISLE. THIS PHASE SHALL BE COMPLETED PRIOR TO THE ROUTE 291RIO ROAD IMPROVEMENTS TO ALLOW ACCESS TO THE EXIS77NG CMA PROPERTY AND DEALERSHIPS, AND ALSO TO PROVIDE PARKING THAT WILL BE AFFECTED BY THE PROPOSED LIM175 OF DISTURBANCE FROM THE ROUTE 29 / R/0 ROAD IMPROVEMENTS PHASE 11 SHALL INCLUDE THE CON57RUCTION OF A NEW BUILDING AND PARKING ON r-/E PROPERTY, FLOODPLAIN /WPO BUFFERS ]HERE ARE NO 100 —YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON 77-I1S S 17F PER FEMA MAP PANEL ,#51003CO278D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO N07E THE PARCEL IS OUTSIDE THE LIM175 OF THE FEDERAL & STA7E DAM BREAK /NUNDA770W ZONES PER COUNTY GIS DATA. SI7E ACCESS 7MP 45 -173 CURREM77-Y HAS AN EXIS77NG ACCESS ENTRANCE FROM BERKMAR DRIVE 7HAT SERVES AS THE ACCESS TO THE PARCEL. RETAINING WALLS PROPOSED RETAINING WALLS ARE SHOWN RANGING FROM 0' -6: LIGH77NG EACH PROPOSED OUTDOOR LUMINA/RE EQUIPPED WITH A LAMP THAT EMITS 3,+000 OR MORE IN177AL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DIS7RICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LJGH77NG FROM PROPOSED LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDEN77AL OR RURAL AREAS ZONING D 1S7R /C7S SHALL NOT EXCEED ONE —HALF FOOTCANDLE. MECHANICAL/ HVAC EQUIPMENT NOT APPLICABLE TO PHASE I. TRASH COLLECTION NOT APPLICABLE TO PHASE L ADJACENT PROPERTY OWNERS SEE EXIS77NG CON0I77ONS, SHEET 2. U77LI77ES EXISTING WATER AND SEWER U77LI77ES ARE LOCATED ONSI7E. NO ADD1770MAL CONNEC77ONS ARE PROPOSED WITH PHASE I. ADDl770NALL Y, THERE ARE NO PROPOSED WATER LINE DISTURBANCES SINCE CONSTRUCTION IN 7HIS VICINITY IS AT GRADE AND 774E EXISTING INFRAS7RUC77JRE EXISTS OUTSIDE OF THE PAVED AREAS. AND 174E ONLY PROPOSED DISTURBANCES TO THE SANITARY SEWER ARE THE DISCONNEC77ONS TO 774E ACSA SUM NO DISTURBANCES ARE PROPOSED TO 774E 30" RWSA WATER LINE WHERE CONSTRUC77ON OCCURS ABOVE IT STORMWATER MANAGEMENT FACILITY A BIORE7EN770N BASIN IS PROPOSED WI77-1 PHASE 1 OF 774E DEVELOPMENT, PROVIDING B07H WATER QUALITY AND QUANTITY TREATMENT. A PRE7REA7MENT CELL IS PROVIDED IN THE FORM OF A FOREBAY, AN ADD1770AIAL B1ORE7EN77ON CELL IS PROVIDED FOR FURTHER WATER QUALITY 7REATEMENT AND A DE7FN770N CELL IS PROVIDED DOWNGRADIENT OF THE BIORE7EN770N CELL FOR WATER QUAN77TY. MAXIMUM EMPLOYEES NOT APPLICABLE TO PHASE I. BUILDING SEPARATION NOT APPLICABLE TO PHASE I. FOR PHASE ll, BUILDING SEPARA7ON SHALL BE IN ACCORDANCE WTH TABLE 401 FIRE RESISTANCE RA77NGS OF STRUCTURE ELEMENTS OF THE BOCA BASIC BUILDING CODE, 194 ED177ON OR ITS EQUIVALENT IN 774E CURRENT ED177ON OF THE BOCA BASIC BUILDING CODE. IMPERVIOUS AREAS 49,000 sf OF ADD1770MAL IMPERVIOUS AREAS ARE PROPOSED WITH PHASE I. PARKING REQUIREMENTS 24 PARKING SPACES ARE REMOVED WITH 77-I/S PROPOSED SITE PLAN AND 208 NEW PARKING SPACES ARE ADDED. BOTH THE 24 PARKING SPACES THAT HAVE BEEN REMOVED AND 774E 208 PARKING SPACES 77-IAT ARE BEING ADDED ARE INVENTORY PARKING STORAGE /DISPLAY SPACES. NONE OF 7HESE SPACES COUNT TOWARD 7HE MINIMUM AND MAXIMUM PARKING NUMBERS FOR THE AUTO SALES AND SERVICE USES ON THE PARCELS, AND THESE SPACES ARE NOT INCLUDED IN THE MINIMUM AND MAXIMUM PARKING REQUIREMENTS FOR THE PARCELS SPECIAL USE PERMIT CONDITIONS (SP201500005 CMA PROPERTIES OUTDOOR STORAGE AND DISPL ^: 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED AS "INVENTORY" ON THE PLAN ENTITLED "CMA PROPERTIES HIGHWAY COMMERCIAL CONCEPT PLAN" BY COLLINS ENGINEERING WITH REVISION DATE OF 1 -30 -2015. INVENTORY PARKING WITHIN THE EC OVERLAY DISTRICT SHALL BE ONLY IN DESIGNATED STRIPED PARKING SPACES, AS IDENTIFIED ON THIS PLAN. 3. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LIGHTING PLAN (SUBMITTED WITH THE SITE PLAN). MAXIMUM LIGHT LEVELS SHALL NOT EXCEED 30 FOOTCANDLES. 4. FINAL SITE PLAN APPROVAL IS SUBJECT TO ARB APPROVAL OF THE LANDSCAPE PLAN (SUBMITTED WITH THE SITE PLAN). LANDSCAPING SHOWN ON THE PLAN MAY BE REQUIRED TO BE IN EXCESS OF THE MINIMUM REQUIREMENTS OF ARB GUIDELINES AND /OR THE ZONING ORDINANCE TO MITIGATE VISUAL IMPACTS OF THE PROPOSED USE. 5. CLARIFY ON THE PLAN ALL SITE ELEMENTS TO BE INCLUDED IN PHASE 1 AND PHASE 2. IF THE STORMWATER POND IS CONSTRUCTED IN PHASE 1, INDICATE THAT THE TREES ALONG THE SOUTHERN PERIMETER OF THE SITE WILL ALSO B E INSTALLED IN PHASE 1. 17i�INAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINII 4 -4 d Wmi, X's SCALE: 1" = 100' OWNER/DEVELOPEN Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLMON PLAN 3 EXISTING CONDITIONS PLAN 4 SITE & UTILITY PLAN 5 GRADING PLAN 6 NOTES & DETAILS 7 DRAINAGE PLAN, PROFILES & CALCULATIONS 8 DRIVE AISLE, UTILITY AND BERM PROFILES 9 LANDSCAPING PLAN 10 LIGHTING PLAN 10 TOTAL NUMBER OF SHEETS O SITE VICINITY MAP SCALE: 1" = 1,000' PROM S'TATE1VIEW CMA YROMM% INC- Date: April 20, 2015 ZMA 0: .2014 -00008 Tax Map Parcel #. 04500 -00- 00-17300 (the "Property-) Owner: CAM Properties; Inc., a Virginia corpmition, and its successors in interest (the "Owner") Rezone the Property, containing approximately 3.6 acres, ftom R-6 Residential (R6) to 1howay Commercial (HG). Pursuant to Sections 33A and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed Herein below which shall be applied tothe Property if the Zoning Map Amendment (hereinafter the "ZMA") is approved by the County of Albemarle ( the " County"). These conditions are proffered as a part of the requested ZMA and it is agreed that: (1) the ZMA itself gives rise, to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested, I . Development shall be in general accord with the following plans prepared by Collins Wiring entitled "CMA Properties fthway Commercial Concept Plan and Grading Exhibit", dated October 20, 2014, last revised April 15, 2015, and "CMA Properties Phase I Concept flan Grading Exhibit ", dated February 23, 2015 (collectively, and hereinafter, the "Layout Plan "} as detwiiined by the Director ofF!lanning and the Zoning Administrator. To W in general accord with the Layout PW4 development shall reflect the following major elements as shown on the Layout Plan: a The building envelope: b. Parking envelopes. c. Access and circulation throughout the Property. d Landscaping and screening envelopes. e. Area shown as "20' Reserved Area for Future R/W Dedication, Pedestrian Improvements, and Proposed Street Trees Along Berkmar Drive," 2. While the Property is used for stand -alone parking, screening for any stand -alone parking shown on the Layout Plan shalt be established, enhanced, and/or maintained as necessary to reasonably and adequately screen the stand alone parking shown on the Layout Plan fromBerkmar Drive. 3. Sidewalk along Berkmar Drive. a. Upon demand by the County when sidewalks are installed on properties adjacent to the north or south of the Property (or are installed within the public right-of- way fronting on properties adjacent to the north or south of the Property), the Owner shall construct a sidewalk and install street trees within the area, shown on the layout Plan as "20' Reserved Area for Future R/W Dedication, Pedestrian Improvements, and Proposed Street Trees Atone Berkmar Dive." Such sidewalk and street trees shall be completed within one year after the -date of any written notice from the County. b. If at the time of approval of a final she plan, for ause outerthat± stand -alone parking such sidewalk has not already been constructed as provided in Proffer 3(a) or otherwise, the Owner shall construct a sidewalk and street trees within the area shown on the Layout Plan as "20' Reserved Area for Future R/W Dedication, Pedestrian Improvements, and Proposed Street Trees Along Bakmar Drive " Such sidewalk and street trees shall be constructed and completed in conjunction with the improvements shown on such final site plan, or as otherwise stated on such approved final site plan. c The sidewalk shall be designed and constructed in compliance with all applicable Virginia Department of Transportation and County standards pursuant to Section 32.7.2.3 ofthe Zoning Ordinance and the street trees shall meet all applicable County standards pursuant to Section 32.7.9.5 of the Zoning Ordinance. d. The fawner shall dedicate the sidewalk, at Owner's sole expense, to the County to become part of the public right-of-way. (Signature Page forPraf%rs for ZMA 2014- 00008, CMAProperties, Inc.) WTMSS the following signature: CMA PROPIE US, INC. By: Peter Borches, President APPROVALS ,i NNIFTIF-4 "u-1 OEM liras] Itelps, ' • 'AM_eA. WA INSPECTIONS ` a Elul �11 t14 all so] 017.111A 10 MR �K HEALTH DEPARTMENT � � i + � ► �,,.'; `ter I. Q n M N r J J 0 U Ci? r- M Cr? C) N CY) N C� N W J W 0 U t W D U) W C/) r W X 0 D N V U) 0 a _ CL C 0 CL `o 0 ar W °6 1...# C z as Ww z -0 0 � CZ °w az aJ z • o L U 4- F--4 o N O W 3 in [� [ >� _0 �+ t w W U0 0 3 a 4)a 6L 4 X 0 W c 0 CL E o /�� 'C7 t l(�I�l 0 3 1Z z� of w 6ir w v, z w° U C z� G �_ ` o ° U o o ° CLT v o� a z3 m .N U O X :,r L UJ a U) o O 'E .- a U) $ JOB NO. 0 142103 0 W > SCALE 0 AS SHOWN ° C � 0 SHEET NO. y 0 FL- 3 -i 81-- 4. O Q S U) Z J ® wu. H U) U. ux O > `ii m c Q n M N r J J 0 U Ci? r- M Cr? 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I 1-1 �l ar --::--­­-- - - � I-- - - I !lt uj- SEWER & WATER EASEMEN� I/ �� CG-3AROUN .tC.-l-"" I ----_ / I :1 .1/ x cd \ \ .-' -� - - - Z (j) - - - - - - - - - - - - - - DI3 1067, 11 ENTRANCE ,(SRS '?,I* I I ---- / I I 1 I / z z cv) - - - ,-4 P, )I V-4 \ Y'F I , / \ - - - - - / -� INTO EXISTING P �\ ---j- ---_ I) , I / I!, � - I , I I - - - � / CURB ,­ , I I -- I-, � , I V-4 --- --- -- -11111 -- , EXISTING FIRE HYDRA To / � I ---- ---, I 1-11 f " 11 BEARWdOD SITE PLAN NOTES: A �'.­, L I .11 ;57 - REMAIN & PROVIDE RVICE I I—— "I 4,111, 'I, / PROPERTIES LLC _j 0 I - 'i , I - -----� ----_ EXISTING PAVEMENT- " , � ll� I , 2. REPRESENTS 3.2 PROPOSED PARKING SPACES. --�'�'---- \ I I I - - 7 EXISTING EDGE,OF 1-1 �11 I "I', I - � , e, / PAR EL ID: r- , SPACE E G , W-00-10500 * 564- , - FOR THE DEVE ENT I EXISTING PARKING ---_ -----TO BE RESTRIPED PAVEMENT 1-1 2. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, - -�l 2 �� )B ll,� 04500- - - / I / - A - -- �- A - - �l � ""', ETOBE ---- -----__ 1.11 .4 - � 11 / , ow 8 AND SURVEY INFORMATION. 4 , RESTRIPED �'a � D B. 70, PG. 119 a- )k ::: .11, 4 1 / / B I Y! Rtl� --- - / PRO 4 P ID FE - 112.1 LO I / - ', �` /04500_ , 14 -- .", � I'll, D . B. I Appen - - _ , -P -T�- , ­ � I EPROPOSEDVDG'r I m � 3. THIS PROJECT IS NOT LOCATED WITHIN THE zoo YEAR FLOOD PLAIN / �": I e I Sm. cG-2 ifirr6 " ", � I APPROXIMATE < / I q - I --� ---__ ''I ce rr LIMITS. v � 11 I -� EXISIINGPARKING ­ OC T ON OF 1 O' / OL, 2: THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME FOR THIS / , 1p I � ___� ---- ---_ " li I -1�1 L' '� " x , 4- 1 ----, A , 11 DRAIN GE EASEMENT ,4 1 ----__ ,4 �, / ", / z ;z , , � � , SUBDIVISION. I I � I - / I I 1 (D8 / 1038, PG 54) / -j :5 US I > "I EXISI --- R5 � ;1, 9 CL 5. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING I I 11 nNG -� I ... , / 6 / 1, � I I , / I S R I SM,P NW4 ASPHALT P H CONTRACTOR SHALL . / � - / RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY T I I -- , . . 1 14 (A ;2 PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY , I I "I 904, 7 TO REMAIN (TYP.) PARKING LOT . EXISTING ,.4, I � LC / uca (A 11 I I . � /, I `UTO, / m n -j CONTRACTOR SHALL RESTRIPE i e EASEM I INVENTORY PARKING EXPAND EXISTING 1 1 ''.' . . I : � : � THIS AREA OVER EXISTING - - -� . - TREE LINE IA z DISCREPANCIES. PAVEMENT70 REMAIN. - T 1, .. . I I "I RCEL ID: , // ,". I ---- - I . '. *.' (TYP.) ✓ I'- I I I 1-1 0459(0-00-00-10100 / 0 .Z -i W !� I \ 6. CURB RADII SHOWN, REPRESENTED WITH A 'R', DIMENSIONS THE FACE I , 11 I - , 1 4 11 � I I `A�I'TO - / \ ��. " - LIGHTS TO REMAIN STING PARKING , . � " LLC / " to 9 Lu 0 / ''I 8 EXISTING POLE & .... � D/B. 2130, PG. 30 / \ T ­11 - I I 6-4 OFCURB. EXISTING CURB & EDGE OF I I EXISTING PARKING *.*­ SPACES TO BE 114 1 1 ' P C�L �D - / . / � I I 9 0 00 � 1-4 9-9 7 ALL PROPOSED PARKING SPACES ARE FOR INVENTORY PARKING PAVEMENT TO REMAIN � / �': I 0 54 01BO / 4-1 v p 1� 11 - RESTRIPED ,.4' 1 n � 91_ -1/ cc u- z _in pr ONLY. / I I , 30 8. THE PROPOSED BERKMAR DRIVE RIGHT OF WAY EXPANSION IS RESERVED FOR FUTURE R/W DEDICATION, PEDESTRIAN IMPROVEMENTS & PROPOSED STREET TREES ALONG BERKMAR DRIVE. UTILITY NOTES: i. CONTRACTOR SHALL NOT DISTURB EXISTING UTILITIES. IN THE EVENT THE BURIED WATERLINE IS EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL CONTACT ACSA, RWSA AND COLLINS ENGINEERING IMMEDIATELY. 2. CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS FOR / / 1, EXISTING P) I - - EXISTING POLE& RESTRIPED ", I I 1 7 / -, / %.# :5 "I ,I 104 -i I , , SPACESTOBE I LIGHTS TO REMAIN R SHALL '41 1 1 / < �11 I'll I ' ,4 1 , / "��/ a. / I/ / 4�1 1 11 N )O . * -...... . . R um SED ASPHALT/ MODIFIC TIE :)SED 11 1; / / / -, > � .u.4) I , ...... A.:5PH INTO EXISTING �-., - - I 1: !i p I I . , . *. 1. .. .. I TO EXISTI G PARK[ LOT. CONTRACTOR SHALL --- . -,, - - I I I I / �l ui in I * '' , I / I- *.-*.,.*.* ­* ­. I �l / / = ce I., R5' . - ..... - - . .., * - . .. .. 1. - '' , ** ** *' I EXISTIN A MINIMUM OF IN WIDT NE PROPOSED . � 11 / m lu ,, 1. . . ..,. * I -. , • ''-.'.* • -*.*-.' .'*, , **- - *' "I - .'.'*'. *. I STING PAVEMENT & MILL & LAY ON - I / / ­�--�, w 9L / .CG-2 IV ce � r , * F, . / 1p I . 160S!li�- - PAvtm ..... ..... -,� - - STING CURB "I / U) '-TO . I CONTRACTOR SHALL - I - / z *.,.. I.... .. *. - * , - - - '. - * , *. .-'. *. .'. *. * - .. ..... - .... . - EMOLISH EXISTI G . .....'�­. A ,� PROPOSED SWM FACILITY / 5 1� . .. . ..... -.� *. .. . ... - -. *. ... .'. - . ., '. ". - .... .. . . I STING PARKING CURB & TIE PMIROPO u I ... .. TO TREAT PHASES I & 11. SEE "�� /// / / / .. . . . . I SPACES TO BE ASPHALT INTO EXISTING ,.,. - / I / in , 1, . -� I • '.'. I . . . ..'I- . 'wl / . . VSMP PERMIT PLAN UNDER UJI / ...... ....... . ".. . ..-. 1. ..... i - *. *. I 1. - - - '- , *. * * - - - RESTRIPED . .. . .*, ,/ v] // U) • . ..... ..... I . . . .., . . . .'. ... . *. *. . . . . . I SEPARATE REVIEW FOR � I % / I �p �, �11� .** . . . .,* -, . • . -11" / / PAVEMENT, CURB AND UTILITIES TO ANY EXISTING, OR UNDER It• �l .!� . . . ... .. . . q-� . - .. - . - d. .. . . - .. - .." - .. - .... , .. I.,. . .. ....'. .. ..'. * , - - , * . . ... I .,.,j " ,�..-..."-.* '. **'. *. ". *-.'.'*. *'. *. *.".,. *. *. - - , . . . I . SWM & ESC DESIGN. / - lz / 12 '*..**. .. ...'.....­... , ** .%'..". *'. ". *-'. " � *. .. . ., ... .. . ­. // / I � CONSTRUCTION, INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE / / ,�l . , -..--'.-- , ...*, I.) *-� •- I - - .. � - - ..L'.-. . . . I.... ... .. � . � I I I I / p 1", .,�- ­ . - ­..'' .I. .1. .. . .. . . / / / / kt, / 1� ,�%., . - .- *e.�-�;.,..­''.l-,,** *,.** ' - - �. , -.. , � --- � , FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE 4 , w . . - -:---XAREAA(-E;i0-6 '6 SLAND. - '. - - *. -. -'.'. -. - EXISTING RWSA WIL . ­... .'. %, - , ....'. ... . -- I , .­ .. . . - * ' I -T 7. '. ''. ". - '. -QL -. . - •"... '.. ... .. ... . . ... - -- . I / ' EXIS TING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED - I I / I ", I ­ - ­. * O&WIEEN P00PtM Eilt. A'�. t'. . . . . .. . REMAINUNDISTORK - I ..... • ... . .'. .... . .. - ... . .- `•.... .. . .. . . . ... . - AUTO, TIC / I, 1 .64- ­ ......... ­­ -.-- • . . . . " .. ­- . . . . ..... . . WITH CONSTRUCTION . . . ..................... ... , , / PARCEL/ID: �r , � . . - - btl!�ANd#A%tME . . . . . . . , ... In In In p 11 . . . . . . . , ." ." I I ­, \ I . . - . . . ... . * ..,.., :*. . , -.. . . I ...'. �k, R.. ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER AEW SCT RIO HILL, LLC X / I r -'.*' "'.. *--" *-'. * " *- "''-,.,. - ' 7. *. . -'. '. .. *.' . . *..%*'-%-.*'. . ... . . . . - I � . . 'uj / - . . I *. - -,. * - - *. *. .. - ,. *. ---__ . .1 -, - / TO INSPECT CURB, ROADWAY & PARKING LOT TIE-INS TO EXISTING PARCEL ID. � �. . LL PRO LA ... . . .. . . I I -00-00-0914AO / / "I . t.--e..m'. - -- * - ­­ �- .. *". -* -. ..'* 1* * *.'. ", * ... . . . . . , I I I I I D.B. 2130 , v a V-4 a C4 ROADS AND PARKING PRIOR TO ANY CONCRETE OR PAVEMENT BEING .1. I. . -sT-0L.c-G- 1-1 *.-.- ... . .. . 1 04500 1 17* 11 , ; ... ; .. .. .. . -1 -- .. - . . •. . . . I .. , .. - , - * *. -.*.", .*... .. . . . . , . .. . . . . I ... . - * , , * / V* 0 / '�r ;ar ;ar I D.B. 3295, PG. 731 .. . . . . . .. - . ". , , " *. * . - -.,. - ... - *. - � / ��,'L, fly, � : V.Ek dIR a 0 . >, I ..l...l......... ... . . . . " . ... -. - '..... �.., . 0 . . ., . .. - / I - - PLACED. ; "I" wl EXISTING - .. I—— , . . . . .. - ..... I . ....... ..... , * I / / / / . . , . . , - , . ... - . . , . . . ­.... / 3- '-. , ,.,. *. *. ,.,. .. -. ... ­.... .- . . . / , - CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF 0 p / � , I 11 �, � 0AVIEME41' .. *.. *- .... *.%%. *.. *. 1'.. -.. .. -.. *.. .. . -..--..-.. . .- 16 . . I ..,. ... . . ... . .. ... '*.1 • '*** • .... . - -.�. - -. . .. - . , 7. - . . , I (�, � / / . . - - , . . . . .. I I I -� * - - . . � . -,A I t,, / �� " . ­ , . '' ***' i I . .7--.-..­.-.-. . • .. . . . . . . . / / ALL ROADWAYS, PARKING LOTS, CURBING AND DRAINAGE 00 ­� . .�. ­ , -.1 * * ** * , - . . , , * ..j . . . . . . . . . *. . - . - *. ..."..., .. * . I I . .. '*.'* I . -. * , * , . , . . Ll-� � ­ . , - ., - *. ., >1�1 4 -- * • N.ZV* . ..... .�� . ­ I - , . .. ,- . . �j.. . .. . . . . .*..* . " .. *­ I , / .. * , . . A!.­/. .. . . . . ... . . .. . ... . . . . .. .... ..� ..... . � . . ... .. 1, -..... - • . . . . . . ­:-7z�. //_1 * .�� . I" * ­* . . . • . . . - . *. - .. STRUCTURES PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL 1, -� .". ." .". . . . . ... MIN'. . I * . . . . . . � . - / / / . . . . * . . . � . . . . . . . . . . , I - . . .. .. . P, �­ I Al . - .--. .1 - - ..... * ''.. .*. .,. . , -*'.. .. .. -, - --, - .*.- . , . • .. .. , . , . . . . . , . / / I . . . , . . .. .. .. .. . .. . . ­ . . .. . * , - . .. ­ . �tll 11 . . - , .­ . - . . '' .. ­ * �-,- -'-'- * . - *- *-' .. *'. -. . . . I PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL i- 7A ,-*.*i . . . . .*''-.'*.* . , . ... .. . . . .1 . I 4 / �v ''..... 1. 7. ."'.": . .1'', I / / / ... * ­- ­­­,", .. -- / I— - . .. ­... --�� ... . - I .­ ... '' . .. ''. - * . /I 1, � I , 03-*. - - - - I .. . . I . ­ I - *.. • -. .. - * .. . . � . . - - - I , -.,. , ''* %, . .. ... . ... *.... , / / , / SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER .,/ '. . .. - � . . ... * ­.. . . -'. � ... . . - .. , * . .. . . I / . .. L �- . .7. *,. ''.. - *. . I., / � / / 'I'll , (7' '. . .. .. *. .. , . ..-, ....... *,' .. -.,. .. .. -., I -............ . . . . . . . -�... ­ , . I * .), � 4- THE APPLICANT IS CURRENTLY WORKING WITH RWSA TO DETERMINE I �,/ ". . • -. .. . . . ,. �.......... , , , * * '...'......... .,. , '' '. '. . .. "'. -. . - . .... . -... ­......... ..�..... .. .... �. I / -,�� -- / / m ELEVATIONS FOR CONSTRUCTION. �r . / / * , I • '- - -'. ''. - - "'. .." , , . , *I'. ­-,* ­'. 1. . ..... ., - - 11 / . . . . . THE EXACT LOCATION OF THE EXISTING WATERLINE ACROSS TMP I I 14 . - .'.""... ."... " '. .... . . .. *.'.... ... . . . . ..* - " I...... .. *-.. , - - .. ­. . . , , I * * -, * ".­ ... ­1 . I ��l / -- / v- , , . �... . . . . . . A,<� . . , * , . -.. . � ' . . ll�- �,,�, ­ , . ... ..:. - . . . '. .,.,. .. - *. - - ", - -'.' -'.' * -. - '. - - ,� I .IV / / MAIN IS DETERMINED, THE APPLICANT HAS COMMITTED TO ENGAGE \ � ,.l 1%11 ....'� " . -'. * ., � '. *. -,7-'.%. .,. . 1% ... , ..., ... * . ......- ,�O. . . .4� "- �/ / IIIIIIIIIIIIIIIII cy) ll�� *14 . .... ... . . . .* . . ­ .. �... -.. . . ......... -. * I ,.,..... ....., ... .. , .1 '.' *".. - - .. - - ­ I - - - - . . 9 I / / Lu . . . . . . . . . . . . . . 45-948- ONCE THE EXACT LOCATION OF THE EXISTING 30'WATER \1 It 11 4- 1. . . . . . . ... ... , ­ .. * * %14 . * . , . .. .. I , ­ - - * * . .. .... . .,.. .%. . .. , , . I - - - OPOSEPASP 11 I 11 / / -1 INTO NEGOTIATIONS WITH RWSA FOR A PERMANENT UTILITY / . I . . I . . - - - - - * I I - , / . . . . . . 7"--7-'l-.'-'--. -111---10.-.,** . .. -­ .. . . , 4. .......­ ­ .. ­ . .`-"­-.. I .. ­ . . . . - , ­ I - - . I - .'. - - -. 1 - , - , , '**- . Awr­ - , * - , * . ..........* '- %, *.. - ''. . . I 17 ,�� EXISTING CUR - , -.'. . * , , . . . . � . .*. ., IN -, �.� .- - . . . .. .. .. . . '' * - - . ­ ... . -.... / . '' ­ ­ ., , '' '' '' .e, . .. .. e . . EASEMENT OVER THE WATERLINE. I - *.,... - - .. - - - - t. . .%*'. - I - - ... . , . �. .... -... ...... . .� , , . . ... - ..'. - * - * *. *- .. *.�'. - . .. , * ... .. 'I... 1. � 0) . .-..---.----T- -. ­ . '' .. .. 1. . .*­*.l... .... ­ ... ­ , . . ** .. . ­ / / / * * , * , .. . , . , ­--L� - .... .. * - * . - , . . . * - . 'I" ..'.. '' '' , I I / Ill,"', TO REMAIN *% .. * ..... � ....'. .. , ­ , . . " �l . . , * � I . . - I �,', 411% . . . . . '. " - - '. - - I . * - .. - - * - , , , * , 0000r� . . . . . - . � . . . , . � ... I . . . . * * *- , I - '. . - , I . - I - - - . � . . , . . . . * , . ,. - . I /� (N 5. GRADING SHALL NOT COMMENCE WITHOUT WRITTEN / / / I . . . If*.. . . . .. , ** *... -.*..'' `., -, ... ........ . . . ... . .1 * *. , .'* * ... " *. ­ . . ­.-... .. - --. I .... . . . '' .. . / / / / , , :e UNOBSTRUCTED ­". . .­.--l.--­-k­-"- --'. . - ,,,w,oef' ..'. . . .'- . .. *. - .".. I . - .. .. . ;*- ­ .. . . - .. � - '. - . .. .. 4- k I - , I - . .. .. - .. . ­ 24. *MfN'.*.*'- ". . ....'. ...'. ... - .. ... . . . - I , , . . - AUTHORIZATION FROM RWSA CONFIRMING THAT TEST PITS HAVE &> 'N , / ." *4* . . . . . . ... -.. , • , , , , , . * * - *---- , - . I -......,....' . , . * , '. , - .*. . ' . ........ . , I / / IIIIIIIIIIIIIIIIIIIIIIIIIII 4 / 1�.c OVERHANG ,** .. . . . . . - .. * - -. - * , ''. - , -......� ...... '. *. * . '. * . ....... * ............. / / BEEN DONE AND THE EXISTING WATER LINE IS NOT IN CONFLICT. / ., - - % *. - '.' .,.,. - - . I �. *. - �'. I .. -� *..'. .. ". , ' -'M I!'VRJ VE. 'Al-%r---- - - -'- -. -. --.�� ." *'' .* .-.,., ."%, - I * , , , I - ` , I 1z, 11 %kk, I . ­ * . . . .. ­. .. 1. I .. .. - . 1. -'. 1. - *.. .. ** ­ , * ''. " ", , / cy) ­ . .. , , * ., . ... - .. . . ­ '' . ... ­ . - . .. ­ , , , 11 , .. .''I.-I - .1 -J" . . � .. *. � . - . , , . . * . . ... ... .. ,-*­ '' ­ . .T.J. .. ... ... , - .. �'- - .. . .,. ..'. . . , ; STRIPED SPACE FOR %,� . ........ . I I �-'.--. . . , , / (I . 7 . ... - -�;, -�'l . - - -� - .- - ... * - , - , . I / / ((l 6. RWSA REQUIRES A MINIMUM COVER OF 3..'� (42') OVER WATER MAINS. / , . *� . . ..�,­.,.,� A;. * ... - -..'. .. -11 ..- ... - .­ . ­ , , '' 7 . - ** .. 1.0. ,,Wr,! . . . * . .,. -'.'. 't / e'll­ , . .. .,...­ .. , . �............ - , , , 1. . . - - - .. ­*­-.­-, . , . - , I EXISTINGTREES / / c .4 , . .. . , '' * * - ­.-­ ­ , . " . - . .. . - . . ' , , ..''. .. ... ... , . . I -MI. � . . . . , . I .. ... . .. .. - .. .. , .- - *- -- * . . -'. - �', t Tt". * - . .. . .. .. ­ / * � TRACTOR TRAILER TURN I � .1 ­ . .., .. j, . , .i­ - * . MIN. - - . . . . .. - ... - . .. - ..,- . ,.,.. . - *. ..... ..... . . . , . . . . , * . - . ..-"�*.."..".,..*...,**,.,..".. . . , I � GREATER ✓ THAN 60 1 GRI61EN, JOHN THOMAS� F - , . 'I. 'I. .., .- sitt -. I , 1. ...'. 'I.,:'. . . , , '' .. . . . . ­.. / ESTATE I "' MOVEMENT 4 % '' ,(Tyfi - . .. .. . .. �.. , . .. . . . = ��,' . (O - . ... ... . '' * *1 'Al . r�%.--."­'.,-'.'.­...... . rl-t . ... ... .. * * .'.'- - *- *. 1, .'. " .'. * *'. *. I - *- *. 1. .'. , 1� - - * ..'... ...... � , . . - -- * , - ..- . •. - . .. . • . . . . . . . �� LAUMIK WITHIN THE / PARCEL ID: / / �. . . . . ... I . . . ...7 �"- I - ... � . .. .. .. ....-.... ­ ­ .. , " r / / �l , , � - .. .- .. I � - �. 7--*-­'-­%--­ * * � ., . .. ..... I / / / I z " � . 'O -.**.. . .. . - ­ . , .. , - , * � . , ,- 0 . � * , . ... , * * . . '­' .,. - . . - - � - . - , . . . ---wl p /T� �'lll PHASE 11 114 ... ...­ . . * , , ''' - * * - '' '-..'- . ..... - ...... .... - . .... . ... . ........-..­. ..'- - .'. .. ..... ... * - .. ... ..­ . --. . . . . . . .*- la� *MN. I � I ENTRANCE CORRIDOR ,,-.. a (N > � ." . . . , I - * - - 1. ­ .... , -.... .-.''''. '. . .. .. . . .. ... .... ­ * * ­ . . .. ,-.* * , • q'll . � *. .. . .'. *. - - . .'. - - - I -.,. . , I'. , , " . ..... ... .. .. .. ... .. *. '.. .. ­ w.. ". . ... - -. , ..MLri.. -, '. *-, * . '.7 1 OVERLAY AREA. (FYP.) / 04500-00-00-lPOAO / 0 c . . 'MIN.' L '.. , '.' , .. ­ * , " " � 1!-4, 11­L- - rla-'. , . . . . . ..... . ­ ' ... * * . ''. ''.'' .. , ... - - I I c , , , "', , , � , , ... **. ­ _ - '' -MIN,.,,-.­`..-..' I ".'*- - **. **. **.* , * - .. .. -- - -;Z� - - - *- * - - TYP -'..--. . , .... / %- / /11 11 % I. , .... '' . ­ .-­ - .9'- . . ­ .. ... .., . -MIN . W.B. 109, PG7,185 / / � .. .. .. ...- _ . . ­ . ... ­ ..'' . '.. . . . 91 / 00 - . I- * . , . . .. . .. .. . . . . ­ . . .. . * .. . . . . ..;...... . .. .. . . . ... . .. -". TYK. * , -, - - - .. . . . * 11 � . . . . .. ... . I? . .� , .,. . . .. . . ..* 1'-*.-.--,�­-­-.-­*. ... . '. � . .. .11,t7. . . TYP - � 1 15 -� / ,'�, 1, CURB AT THIS INTERSECTION ., .'. .. .'. ..- . -lpl , , * , I * , ., ... .. .. ­ -,- -.. - - --.-- �l / / / / IN , 'I" ,4, . � - - �.- , . * - , , - , * ". ", I , , -, * * '" * . .. .. * '. - - - . - �.`.�� � - "c � 1�-1 , SHALL BE VDOTSTD.CG-3 I I— I L� .,. . - .'. R2 .'. * - - . . '. *. .'. *. -,, .. *,(R3 .. *. .. , . .. *'. - -�'..'. 'R3:5 I � 11 . �..­. -� / / / IN c / / / C� I - . , . ... . . I * * - , I - - ...­. ­ -, � w il. "�J" , AROUNDMOUNTABLE .'. *.. V .14.. . , . . - . 7 . " ..­-.... i . . . . . -.. ­ ­ I c I / / 4 / �.­. "a . R I .' ­ " ..'. . . . I?. - -. * - - . ''. .. 5 ' / 1� � I . ... ..... ... I ., ­ .. ....... .. .. . . ­ 1. . - '. . - . . '. . . t4lm i *4 • . . . .. .. ..... . . . .. . .. ...... .. . - , . . . , �l *.,�. . *..-- ,?-- -,. ..,.,.,. -.'.'. - . . . . . . I . 1. . . * * * '. *. I I '--� / 'I'll - - . . . . . . . . . . . . - . . . .. .. .. . c I I PAVERS . . *.* -. . - . , � THE PRIVATE SANITARY SEWER CONNECTION SHALL BE / I .. . !-. *. . , ­' ­ ­ . . * - -- - � - . . . . . 1-. I i ­ - A '. * *. - *. • W*., , ... ... "........ , *.,.. . . .1 - , *.., '' *''. *. - .. .. , - F7!-� .T!S! . . .. . . . DISCONNECTED WITH THIS PHASE FROM THE ACSA MH. THE . .. �E-;F. .. ­ ''.". * . - ... -. ... .. .. -. .. - '. - *. .. *. - - - , -1 . - I � I , " . , , , . . . I ; I � I I ,4 '. I - ...l... . . .i �, . . . . . . - - - - - . - . . .. .. . / TI SHALL BE SEALED § Lu ,c ­ . . - . I * ­�--.. . .. ... ­ .. . .-.7 . ' . .. � I / ACSA MW PENETRA ED OFF & THE UPLAND c , , * , ... .. . . I c . 1 14 , * ­ , - * .... .. . . rufF.Vven - sm a , - . . . . . . . .. . . . . .. -1 �,�, I I I ...., . - ­. .�!* ., .... -. ..*..-. ,- * * * , '', , , . --''- ''. . . . . , , . . *. . .. .. ­ . ..' ION . - I �- = . . . ... * . .. .. - . .. -PR i* - -IT,, NECESSARY, WITH PHASE II'S CONSTRUCTION UNDER A - -- -- ,-� .*.* . . . . , ... *.,* *. - -, " . , .,. * ,-, - - . . .** , . . ..,. *. .. ..-- � '. .. . . - I / / / PRIVATE SEWER SHALL BE ABANDONED, OR REMOVED AS w F-1 c ✓ .. , , * * * * , . . ­ . . . - - * i�' I . - . � . ... ...Cq I - ..-. * .1, * -, -. .. - .. . , - - ... * %, *. * " UNLE�;S 0 tA - * I I I IIIIIIIIIIIIIIIIIIIIIIIII1 . .. ...I - - .. , .. .. ..'.- - .,.... . '' * . . DIFFERENT SET OF PLANS. ACCESS TO THE ACSA MANHOLE AV -j , . . . .. I .. .., -c , .... - ''.9. .... - ­ ­. . . . . . . .. � . I I 11 / / (n , I I , - - - - ,l .1 �l , - I ifl 10� I - , . . I CE I I -, SHALL BE LIMITM TO THE ACSA EASEMENT & PERMISSION / -j -a • - • . . . ... I . ... I , I PHASE 11 / SHALL BE GRANTED BY ACSA PRIOR TO ACCESS. c: `� 11 o -�" , ­ . . 'w Now � I i ------4 i - Acm > c z "" PROPOSED PROPOSEDEDGEOF-f , ------ I I . / / -/- mmj z -*� / � 11, ,4" 1 I.. - .-.- - - . . . ASPHALT(TYP.) I'l I I I / / ,- W < " / ,� ­a�oe *., -'. ": PAVEMENT") I I / / / IIIIIIIIIIIIIIIIIIIIIIIIIIII a ­� - ;11 I I , ..� . sf51-- ------ I I w i , ------4, / / / / / �� I . / 11 I / -- GREEN, CLARENCE WILLIAM �- ,'', I " . I ..' . c / ��, ,,a I . - ---- / --_Iq -, � ... ..... .,... � 1, *' *. " / , ,7*. -- ­--­ I�, ... I / ­ ,- - *:'. - - , / >- 0 ,,.,,, ---- I i / , - .*'-'-* 00-00-100130 / / / 0 F-4 .41 . " -11 , *."I'. *. I "' - "-' * , 1. -, ss-� 11 I / :-,..:-� �' / I �' I -11 I - - " . " . ., -.� I I ��. 123, PG. 395 / / -T � , - . I I . * .. * . I / / / 0 - . . .. . ----� / 11 `-� / Ij,+wc)uv W: / *****l'.l t3 -i U. ­ .. S5 . I / �- = *. ...* ­ e � . . . ... . . .. / \ . . ... - __----- I Il I I / 4 . / /1, ftA- w I-----_ -� -- , . . . . , . , I 11 I PROPERTY .. . 1, :'.'® '' � � I I � . / pwr lvuk I E LOOK I 101 / , . �. .70F / / IIIIIIIIIIIIIIII I =:! I , �" LIMITS (FYP.) *. ...... .... ., • *. * �,�---- 11 k \ / / - / ---,,_, /oas-nw AcsA sm / / I J, �' ... . .. . ..- . / " / z / \ / -r , ��­ -- __I 1' ,/ / 7 L) 1 / ", ,4 , . a .. *.­.-.-- __--- 11 / I- / / 0 � 'I, A - 11 / ­w, \ PROPOSED W BUILDING--.\ . . , ..... . * I ''. ss-- / ", / / / " �4 ''I .. - , -­ - .., * - - ---� ,� a � I SETBACK ADJACENT TO * -'. *. I - *. * , I * ---� I / 11 �, / ,--� / 1 FWW4 06 1 � I . . .. - �� ss ''I - / -� p I "" 111 ,�l RESIDENTIAL ZONING - '. '. I -- *. • * '. . '. . , - - -,.,. I---- 1, " I I I C 1, If , " I ) * 11 ) a ! �, 11' » !, I I » , » -13,- 1 1 11 / ­1 . I I I I/ / -�, / � / / . w 4) I \ \ ­S�� 11 * ;,* , I 'il ., 1, � 41 � .1 4 � ) � I / ­, I 1- I .c� .�l / / (� w �e -0 , . ., 11 * �p ETAINING I ­, I * 'I 1 4" 1 1 * - - -v 4 � -1 �� �l EXISTING 15' / 4� 0 1, ".. I,------ I . . , I 1. \ I . .. . . .. 4.' " ,.- �---� 4 � * ., il 4 � � , �l I, � ' i, � � " ". 4 11 4 �l �l � �l ., 4 " WALLS wl HANDRAILS / / / �l / - - - - -� / w (A c I i, * .11 11 I �". , / PROPOSED R IG _DRAINAGE / / '--",----/ / �- ll , . .*. lcl 1� v � � " 11 " .� v �, 4 I I I 11 / / " / � EASEMENT -�l / / -- / / - - > PARKSIDE 1, LLC I I I I * , , * '. ss� 4 11 11 -1 , " .1 .1 � 11 -V 11 � + , � � ., ;p . * u�4"br,;ob,,AB �l . 11 , MEETING CURRENT /y 1-1 I , �- F U.1 0 'I , i ­- -.'. - " 10 I � 11 4 1 � -� -)l + �l -1 i? ;, 11 4 * � " � I � i, � I I I'll E , , ,.*,.,... 4 ;, I , D8 1473, PG 547 "I "�� I ...* . .*.*., * .. = 4 41 il 41 � " * ' " 11 / / ., / / / PARCEL ID: I ;a= , ` ..' '. *-*, ul \ ,S,----- LIMITS OF UNDISTURBED BUFFER AREA :� :I il 1), " :p ReVtEWOARI --T , �, , , BUILDING REGULATIONS. / / I/ ,'DINH, TOIN / 04500-00-00-094Al \ PHASE 11 I .**-* , - *-.*--. � I Ap il � , + , ,I .1 �l * ." � I L.!7 � :, I </ \1 I / / / 5 CL ''. i ? TO BE SURROUNDED WITH TREE 4 * I 31 31 , � 11 I 1 4 / / ll� I -- - 'a � 1� ' 4� * * # ) i // . -- ­ " 1� '- / / / -- c '. , ' :1 " v 4 1 " ' ;' .' � / / 1-1'114�- 11, 04500 -00 -00-.1 0000 -- 0 D.B. 3116, PG. 31 0 11 I �W.*'..*'-* I*.--*.".. I :, v ;0 � v ., EXISTING SANITARY SEWER � / / IZZ 1\ --1 PARCEL ID PROTECTION FENCING, AS SHOWN. I, 4 � il 11 .1 -� -- I 11 . * * � , * * 11 �' " -� -� 11 ' It ' ' * CIA4 P�6P&n��,',I!Nlt., "' :' t -,\ - � I 1-1 / / / I ,(�K, ,4 J - - I \ - * . - 4 � 4 � '5, �, �l �l � 4 ). � IV 4 31 11 . I 'O �l TO PROVIDE SERVICE FOR D.B. 365>, -PG. 62 / ul (/) 0 0 , I I • . . . .... ..'. -- I.".. * - ..'*.. 11 � " 11 :0 I ;l � * \ + il � ' " P,ARCg JD:" � * , -� PHASE 11 (NOT PART OF THIS , w / / ­1\1 -- 2, � ,-- / / / / :1, v 11 � � \ � - EXI .) 't I � I l � 4 1� " , ITARY ' ' -DQ-00- I 130vt I— / / i ; �!!lr` I � - §T]IiG'Ri�A�JeSA� ' // i,o�� y --1 t It � , 016F /I "I - ix . I I \ I . ;k , � * �4 1 ��,,�,, �, 4 . \1 SET OF PLANS) " I I I -- -- -- / Lij w . I , * . - - '.' �l 4 1 -1 ;? � 4 1 41 v I � � 31 'tVELOP'rM %1l,'P,,G.-61W, "*\l "I / / / / � 1, U- - -­�� - - ­- --1 / w .. .i. ., . v " 4 * 11 ;� PHAse'llp ,,M - - '�� ,, 1� w "" • ... . ... " ;, " , .SEWM TO REVAIN UNTIL " \, / / / I I * . * * *' . , %*.­ '. . . -1 -"; 'Y.4�'ACRES,' ' ', ! / I, / // --1 / CL 9 , - . " - * - -1 11 11 * " , -, �l .' (1, '16 � . . , / , . . "o *< 1) 1) , -V � / / 11 " , , , , :, , , 11 � � -�,\ 4 XISTING 20' SANITARY / I ---- - - -- - -� I/ 0 41 ." . r,� , � I � - ­- - z ;� V I --, .1 ;, * � 4 � -� / GRADING -11 ✓ t.l , * " * -� �\��.-* , , -�, :� i0l - IN THIS VICINrTY SHALL NOT -� / �- . . + * 't 'I I * - . . ... PROPOSED IW LANDSCAPING BUFFER " " IF /I . - -2�! • , .1 1�, �, � 11 I %* PRCPOS R ;l T, , � �\ \ "I , v , -, �? - / z w I ( -, � 4­", -,��,, . \ � ,-*� + � / - I �, 1, . \ , 11 * ,-- , �� .) - / � 4 L� -- ' ,,, �, 1� Vi ' SEWER ESMT. / z / / * * , v -1 4< , v I ,,-i � , , �� , '" �- 11 n �� � ;, D8 1270, PG 681 / ND THE PARCELS LIMITS. AS SUCH, THE --�,- - - , -- (n *. * - .'. * - SETBACK. PHASE 11 LANDSCAPING ., 2y Tp ; -� )I �, -4 , . . * " , " " , 11 -, ,, 6� -� , 1-111" < COINCIDES WITH 1W PARKING �,# " , " , -Y--,,' - THE PROPOSED GRADI 4 PROPOSED 201 PARKING , . I ""..'.'l-'.. . . ­,�. .. - * " , 0" ,f 'r I I , , / A EXTEND BEYOND / z �l " , , 41 � � / * � -� , 11 v -/ �( - " �`,�' " � " I, " r, � , 11 EXISTING SANITARY SEWER MANHOLE LOCATED ADJACENT -� -- I -1 ,-� -", * , -W I I I - 4, * � 4" � \ ,, , / 1-1-1 -j I �l " , ,-- , , �, <­0 , 4 V " , " Ru , �- " -1 4 * / , I / ", �brl TO THE PROPERTY CORNER SHALL REMAIN AT GRADE. -� z / -I I A . . . I . . - � 11, . � -- '* iiD iV- ' �' -' -' "- :1 , 4 " 1;v� -1, " I . --/-t�--- ADDITIONALLY, THE PRIVATE SANITARY SEWER `� - - -� -�- -11 �- 0 I 1 I , . . .. - - • I SHALL CONFORM AND BE DESIGNED * �l *0 ,, , - ,;� " , \t� 1, � �, � \ . �. I .. ... I DESIGN ALONG BERKMAR DRIVE * I " :? -, ,�,lk , *1 / / I / / IIIIIIIIIIIIIIII ' I . ... .­'... 4, 0 * , b �? ["I , ., �5� , ? -, � SETBACKADJACENTTO x . �j ,e / 1-11 + w 11 I.� • �� Eck * t:;,, ► ,,- �- RESIDENTIAL ZONING ...... . . . v �, 11 I ;/ / / 57 0 . � � �; < 4 I " .*,k � -/ I \ .. .,.... . I 1. 0% 1. .... \ IN ACCORDANCE WITH ALBEMARLE 41 f, " I, I �*, � ,- *- 14 1 -�* Win fag AG , , I, , , ;, lip llll�* I , / / -1 - I � ll� I - - - 0 1, \ ... -. 1. I .'.. . ... ;l 0 1� I 9 BSR 11 I I -� I$fi VEPCO 7 / - - �l 1- • 1. . ...­.. v � 1�1 0 1 1 .. *.. %. I -.'-.'. . . *.. . I , '. *. %'� , '. , .. u �o 4 " , I , EXPA�$ON OXMC? I -�, k, , - 4 BLULD0 , ' Q J' ; , 3 203) 1-� 1-1 - - Z:� - - , -LO ,;�­. ��,, /,d' / 0 "-�,-1 , FROM THE ACSA MH. THE ACSA MH PENETRATION SHALL BE - 1�1 . 1 41 1, ., 4 iGHkr,* � M (DB 416, / /�, " �) I - / If = t4suaAck .�:: / w I I �) 4, i, i, ", , 11, �., . � " , * I;pll:)�"� 1 4 26, / -<---,, ,­ "��Z:� / / �- U 4. " I , ,Isfi COUNTY CODE SECTION 32.7.9 , , '­� epb ' I , ,q� CONNECTION SHALL BE DISCONNECTED WITH THIS PHASE � t, �� ;";- / j rls � m ( 4 -� I � " " I - - - \ , WS UPI IV p * 4 --s �- - .- ...*.. .. , " "Rom M, - j,* -, :w " , , � - -- - SEALED OFF & THE UPLAND PRIVATE SEWER SHALL BE / w . '• . '•''. . . . . • , .. ... I - " V20' IWIQIPSKM �l 4 , � I p, ss­4rss / I ( 1-1 --,�- ---- -- -1 0 1 . * ..' . .INW �.� *� I -. -1� .. � �l I I - . � ,- "I N', ABANDONED, OR REMOVED AS NECESSARY, WITH PHASE 11's ,-, �� / a I \ I -.1 ...-*-. - - - - - -) --4-­: - E R _ ,tt -, 4 , I " , *I ,f � �,,, ­­---------4s /--- -,,--- -'-----4 - w - 11 • - - . I 11 . .�r�,, , -V , �' �l * � 101-UltJORE RIAN 4V­ 1 `dam' � 1, ' �,-,�� ,, 'f 4, k I I I / I-- �11 11-1 CONSTRUCTION UNDER A DIFFERENT SET PLANS. 1� - - - - - - - -., --1 0 lq:z�- - --� 6- * * , , . . � - ' sj,�tx,%�, , , I < cx .. . I -v % � � -, , "I 1-1 - I I , I . EXISTING 1! WATER METE ' , ., -, , ., , "I" JMPR0VFtMeNTS & �tREEr '� ,� � - .11 1�1 �- % � " . * f , � -­�', -- -- *. % TO REMAIN FOR I " � �l i �- . * -r-"l- " I I 4 " E NG VEPCO 1-1 11 I ..".1 FUTURE Ike " .1 4 � EE9. ., 11 I - . ., 4 ,, , 4 * �/ I I -� ll� ll l l I 0 ILI 1 4 1 1 * . . , ... ...... - *. ., , , " " �1' �l � �, f, l 11 . 1, ,-, ,,- .> EXISTING STRIPED LEFT .. - /...'...... * -, . * PM " 'Y , � ,TR , , E T. (DB 414/ / / I I ... lll�' ✓ "I ­�- 0 ME ' 1, .., '. . - I *. . .. . *­*.... PHASE If DEVELO Er . L, 4 , * " �, zI �,N - !�; 11 /4, " I ) v �l / I I I -f I , , '111�/ "I -11 -1 -- - (D I . �l -: I i, ", ", '. . . " 'fj� , I'll , 11 + � z �-1 . ., SECTION OF BERKMAR 3V MIN. ENTRANCE WIDTH ....... ..-. ... .) -.V----a 1) �p .,EXISTING 20' DRAINAGE 2 , - - I � ;� � - 0 1. a , .. - - ­ , - /wmRmmDwr-nmEw I *1 I ;, ­7 6w,­� N �-1 /I x ­ .. -..* 11 - 11 � I 11 EASEMENT I I . . � . 4 11 7 7 I . . . . � , v I I -- ��� c) TURN LANE WITHIN THIS '. SZ TOBE v - ', PG 69) / / / I "I 0 - - I ,-­�- " ---L , I I � I �/ 1-1 DRIVE SHALL BE RESTRIPED , I . ... ­. . . - ... * " �4* , ,/"j. �, �, , � � .1 ;, ., ., I � // *_1 -,, DB 1329, PG 91 -1 " 4) � ........ -. L PHASE If PLAN REVIEW. " �� � Ill, , "I - - 1-1 4) ASA SHARED LEFrTURN L I . . __ ------ , - -- , � " . - rl , A 4 n / p / / / � I./, "I, I / 0 - - - - ­ I LANE, AS SHOWN (TYP.) - PR I'll *. ., -. *. ..... EXISTING ING PRV I v iKtmpjN. () - A A I 1\ N, SEE SHEET 8 j�bR 1540FILIE"-, -QPOSEDIMPROVEMENr,S I *.*­... '.'.­'.-- '*.- ** I PROPOSED SEE SHEET 8 FOR EXISTING 10 - / / / I I " � ) 11-1 � / - - . . . . •- I 'I-, � . . 4) Itu OF SIGHT DISTANCE TO EXISTING INGRESS/-' � . . ­ '. .. WATERLINE 0 1 / / / ORR .lx � / �\ " ..I�b . ... .. ALONG BERKMAR DRIVE EGRESS .� : , .. ­ -� . *�. ..`-, i�`!! ,0�� STD CG-6 I / / / !� I If- : I , / 1-1 1-1 / \ \--1 I-- - ,- \\ / 2 - -IV,- .-yl­;-�r. ­:, Lz� -,V4;: r.� I IL ­­­ I 1­1 1­­­I ­1_11,/ ,,, ­ , ,, ", ,,,,,, 0 - . - , , ­ I? If I I '' ' ' " LL '' L " - "I ­- 11 I / --, � 1-11 / u 'Lu l.--1 ca . I : ... ­ L' I ­­-­ I L � I � 1. ­ ­ I L'' 11 ­ ­11111 ­­­ I'll 1. I 1111-1 �11;1 \ 0 " -­ ­:STRIP(�- - - - ---,;�. ­ ­ I .... L v c: ?uI;0yp-,-, - I ­ ­ ­ I- � - 11 ­/ I I q) I—— -1 I -------­jl. 11 I . - I 00 - =-,i­­.­" , - I'' -1 - '11�-- -- \ � i E I %c Lu EXISTING 4! WIDE BIKE F- - - - - D 0 n NG 4! 'WIDE EB I ­0­ - - - I - 20# TAPER LANE - 0, � x U) - - - - - - - - - \ \ \ - I �r � - / / - - - LANE TO REMAIN I - I �: '. T--- \ -0 I \ rk LANE I 0 REMAIN 0 PROPOSED BERKMAR,DRIVE RIGHT-OF--WAY - - -/ JOB NO. q) - ­�L� ' ­L \---�iSTIN!q Ir TYPE A 81.0. ASSEMBLY I" ­- = - -- LL: �j _ "', - \ � 0 - . / ' - ` L ---�.' � I - - � - 0 - - ­­ �, -'l'­l'l- � - GATE I - EXPANSION (ADDITTON�kl­ %7.s! IN WIDTH) - - '�:: ,��l , - - - ----� - - ,'�,'.,�.,"��-"---� ,:L­, � ­ - L,� VALVE TO REPMWW. EXI"N G I f 1, I . I I 0 -,- I ­ 'l � ­ I 1. I I -­­ Lp I ­ 11' / 142103 ...- - �', 11 � " - I RESERVED FOR FUTUREjPEDESTRIAN ­ _ L �.,�- - INFRASTWJMRE45 WCATED - -1 GRAPHIC SCALE --- '!­'� I'- - - - - - , -, � (9 I- - -- -- ,- -- 0 ­- ' " ­ L �" I I 'LL , , :Ll � "I 1�­ I IMPROVEMENTS & STREF,TTREES. / w ___­� ­,,� 1� 1 7 OUTSIDE THE LINTTS OF THE . I - Q) _ � ­�,,.,'� _ ­ ­ - - -'�� - - � - - - - - - - L - - \ 30 0 1 60 / 12D SCALE a ­ FROV0=0 4k tAjmiG-pxwwEN­I & - - - - - - - - - - - "a -- �� ' 0. -- -- -- I BERKMAR DRIVE (ROUTE:L4o3) - "IV TO NEAREST �&ce TON - CONTRACTOR SHALL DEMOLISH \ ARE LOCATED AT GRADE APPROXIMATE LOCATION OF EXISTING BERKMAR DRIVE \ -- c ­ *1 '.."i,:,-��,:; ii; = , INTERSECTION I INTERSECTION CURB AND GUTTER WITHIN THE LIMITS OV \ CjI­ (ryp.) STINIG'CENTERLANF \ - - #�--30' a '. :: � 7, ��, Z�­ �.:.. �. ! FIRE HYDRANT. FH TO REMAIN & .. -, , .i. . �j, ­ �. :,; !.I.;. ,�! ;: , � . 11 ,, I i (VAR., WIDTH PUBLIC R/W) (AGNOR-HURT (GREENFIELD TERR4CE) THE PROPOSED TAPER (M.) 1�1 � -IV PROVIDE SERVICE FOR PHASE 11 - -.11 1 - - w - - , c ;�. ; ..�-. :, 0. ;: -�­. - �.,-y - .,,,.,. *.,,:�'�, ­-!"11*�`�,.'. ­ \ ( IN I.."; -4.. " :, , . 1, \ SHEET NO. a 1-1 I . � ,'..� L:2111 , , I 1* : -;­��� ,*.-""..",.,.."*�'-.i'.�-��,-*,-.�7*.,' .. "'. L , "Ill I =­7 �.�l �., I I. 1, � I 1-i .. -�;,- - .7z -17 I 1�. ', , ,*�L .% , " , � �11*1'11. � ., 2,k , ln, r I SIGN' -,- �-'-� - �--,'-..�,.*�-..-*.*,��.�:',.',....", I -�' ­ mmmm� m ­ . \ , -- ---L- , -1:1'1'1��.-,..­ -:­tt �. �­� . 1,f ., ��- .I... .-�,, -­ --- - ­ I - ,-,.L,: 777T�� ��� - %'.� ,.I' � , -.-.-, -� MT 7!% I lw , ... . - �;,, ,,.­��.,;" ,*., �­`Ae­`-'­-­­. FEET ) � ,�::7"�'.�.-,f'�.:,.*"-,.".� ­ , , . . I - Yt I .. , ­ , -7,7.-.,T,�,.'� .. ­ ,.. � . . . -- .� 1'11�1 'I", - ­ .,-i'-, . .. .1 - - , `-"!\:-;.;--­�� - .- *7-- -:% : , . . - - - , - , I... I � -�l I - I - �.I�li; ­ 1 ,."" .4 ;;,-:.... � -� , .!�".4-- -.77,71 .1. 1, ­ -'-. " .�! ... I- � - - � .7 .1 .. - � m � , -- 1-1 �� -­--EXISTING Ir DIP WIL TO REMAIN \ '.. \ I inch = 30 ft I'llow 0 - - - I-- - 1-1 -- . '. 1. :. co - - - -- - -- .3 Iv /6 4 4) - - - - k 11-1 .r- . il- r*4 1 - -1 -14 , "4 I r,4 , 1 1 - - --- -... . I 14 , � ,q 14 1 , ,,4 1 1 �"- I 1 - ", -,�, I , I ', I I - 'j I , "i I , . . . . , . , I 11 I PROPERTY .. . 1, :'.'® '' � � I I � . / pwr lvuk I E LOOK I 101 / , . �. .70F / / IIIIIIIIIIIIIIII I =:! I , �" LIMITS (FYP.) *. ...... .... ., • *. * �,�---- 11 k \ / / - / ---,,_, /oas-nw AcsA sm / / I J, �' ... . .. . ..- . / " / z / \ / -r , ��­ -- __I 1' ,/ / 7 L) 1 / ", ,4 , . a .. *.­.-.-- __--- 11 / I- / / 0 � 'I, A - 11 / ­w, \ PROPOSED W BUILDING--.\ . . , ..... . * I ''. ss-- / ", / / / " �4 ''I .. - , -­ - .., * - - ---� ,� a � I SETBACK ADJACENT TO * -'. *. I - *. * , I * ---� I / 11 �, / ,--� / 1 FWW4 06 1 � I . . .. - �� ss ''I - / -� p I "" 111 ,�l RESIDENTIAL ZONING - '. '. I -- *. • * '. . '. . , - - -,.,. I---- 1, " I I I C 1, If , " I ) * 11 ) a ! �, 11' » !, I I » , » -13,- 1 1 11 / ­1 . I I I I/ / -�, / � / / . w 4) I \ \ ­S�� 11 * ;,* , I 'il ., 1, � 41 � .1 4 � ) � I / ­, I 1- I .c� .�l / / (� w �e -0 , . ., 11 * �p ETAINING I ­, I * 'I 1 4" 1 1 * - - -v 4 � -1 �� �l EXISTING 15' / 4� 0 1, ".. I,------ I . . , I 1. \ I . .. . . .. 4.' " ,.- �---� 4 � * ., il 4 � � , �l I, � ' i, � � " ". 4 11 4 �l �l � �l ., 4 " WALLS wl HANDRAILS / / / �l / - - - - -� / w (A c I i, * .11 11 I �". , / PROPOSED R IG _DRAINAGE / / '--",----/ / �- ll , . .*. lcl 1� v � � " 11 " .� v �, 4 I I I 11 / / " / � EASEMENT -�l / / -- / / - - > PARKSIDE 1, LLC I I I I * , , * '. ss� 4 11 11 -1 , " .1 .1 � 11 -V 11 � + , � � ., ;p . * u�4"br,;ob,,AB �l . 11 , MEETING CURRENT /y 1-1 I , �- F U.1 0 'I , i ­- -.'. - " 10 I � 11 4 1 � -� -)l + �l -1 i? ;, 11 4 * � " � I � i, � I I I'll E , , ,.*,.,... 4 ;, I , D8 1473, PG 547 "I "�� I ...* . .*.*., * .. = 4 41 il 41 � " * ' " 11 / / ., / / / PARCEL ID: I ;a= , ` ..' '. *-*, ul \ ,S,----- LIMITS OF UNDISTURBED BUFFER AREA :� :I il 1), " :p ReVtEWOARI --T , �, , , BUILDING REGULATIONS. / / I/ ,'DINH, TOIN / 04500-00-00-094Al \ PHASE 11 I .**-* , - *-.*--. � I Ap il � , + , ,I .1 �l * ." � I L.!7 � :, I </ \1 I / / / 5 CL ''. i ? TO BE SURROUNDED WITH TREE 4 * I 31 31 , � 11 I 1 4 / / ll� I -- - 'a � 1� ' 4� * * # ) i // . -- ­ " 1� '- / / / -- c '. , ' :1 " v 4 1 " ' ;' .' � / / 1-1'114�- 11, 04500 -00 -00-.1 0000 -- 0 D.B. 3116, PG. 31 0 11 I �W.*'..*'-* I*.--*.".. I :, v ;0 � v ., EXISTING SANITARY SEWER � / / IZZ 1\ --1 PARCEL ID PROTECTION FENCING, AS SHOWN. I, 4 � il 11 .1 -� -- I 11 . * * � , * * 11 �' " -� -� 11 ' It ' ' * CIA4 P�6P&n��,',I!Nlt., "' :' t -,\ - � I 1-1 / / / I ,(�K, ,4 J - - I \ - * . - 4 � 4 � '5, �, �l �l � 4 ). � IV 4 31 11 . I 'O �l TO PROVIDE SERVICE FOR D.B. 365>, -PG. 62 / ul (/) 0 0 , I I • . . . .... ..'. -- I.".. * - ..'*.. 11 � " 11 :0 I ;l � * \ + il � ' " P,ARCg JD:" � * , -� PHASE 11 (NOT PART OF THIS , w / / ­1\1 -- 2, � ,-- / / / / :1, v 11 � � \ � - EXI .) 't I � I l � 4 1� " , ITARY ' ' -DQ-00- I 130vt I— / / i ; �!!lr` I � - §T]IiG'Ri�A�JeSA� ' // i,o�� y --1 t It � , 016F /I "I - ix . I I \ I . ;k , � * �4 1 ��,,�,, �, 4 . \1 SET OF PLANS) " I I I -- -- -- / Lij w . I , * . - - '.' �l 4 1 -1 ;? � 4 1 41 v I � � 31 'tVELOP'rM %1l,'P,,G.-61W, "*\l "I / / / / � 1, U- - -­�� - - ­- --1 / w .. .i. ., . v " 4 * 11 ;� PHAse'llp ,,M - - '�� ,, 1� w "" • ... . ... " ;, " , .SEWM TO REVAIN UNTIL " \, / / / I I * . * * *' . , %*.­ '. . . -1 -"; 'Y.4�'ACRES,' ' ', ! / I, / // --1 / CL 9 , - . " - * - -1 11 11 * " , -, �l .' (1, '16 � . . , / , . . "o *< 1) 1) , -V � / / 11 " , , , , :, , , 11 � � -�,\ 4 XISTING 20' SANITARY / I ---- - - -- - -� I/ 0 41 ." . r,� , � I � - ­- - z ;� V I --, .1 ;, * � 4 � -� / GRADING -11 ✓ t.l , * " * -� �\��.-* , , -�, :� i0l - IN THIS VICINrTY SHALL NOT -� / �- . . + * 't 'I I * - . . ... PROPOSED IW LANDSCAPING BUFFER " " IF /I . - -2�! • , .1 1�, �, � 11 I %* PRCPOS R ;l T, , � �\ \ "I , v , -, �? - / z w I ( -, � 4­", -,��,, . \ � ,-*� + � / - I �, 1, . \ , 11 * ,-- , �� .) - / � 4 L� -- ' ,,, �, 1� Vi ' SEWER ESMT. / z / / * * , v -1 4< , v I ,,-i � , , �� , '" �- 11 n �� � ;, D8 1270, PG 681 / ND THE PARCELS LIMITS. AS SUCH, THE --�,- - - , -- (n *. * - .'. * - SETBACK. PHASE 11 LANDSCAPING ., 2y Tp ; -� )I �, -4 , . . * " , " " , 11 -, ,, 6� -� , 1-111" < COINCIDES WITH 1W PARKING �,# " , " , -Y--,,' - THE PROPOSED GRADI 4 PROPOSED 201 PARKING , . I ""..'.'l-'.. . . ­,�. .. - * " , 0" ,f 'r I I , , / A EXTEND BEYOND / z �l " , , 41 � � / * � -� , 11 v -/ �( - " �`,�' " � " I, " r, � , 11 EXISTING SANITARY SEWER MANHOLE LOCATED ADJACENT -� -- I -1 ,-� -", * , -W I I I - 4, * � 4" � \ ,, , / 1-1-1 -j I �l " , ,-- , , �, <­0 , 4 V " , " Ru , �- " -1 4 * / , I / ", �brl TO THE PROPERTY CORNER SHALL REMAIN AT GRADE. -� z / -I I A . . . I . . - � 11, . � -- '* iiD iV- ' �' -' -' "- :1 , 4 " 1;v� -1, " I . --/-t�--- ADDITIONALLY, THE PRIVATE SANITARY SEWER `� - - -� -�- -11 �- 0 I 1 I , . . .. - - • I SHALL CONFORM AND BE DESIGNED * �l *0 ,, , - ,;� " , \t� 1, � �, � \ . �. I .. ... I DESIGN ALONG BERKMAR DRIVE * I " :? -, ,�,lk , *1 / / I / / IIIIIIIIIIIIIIII ' I . ... .­'... 4, 0 * , b �? ["I , ., �5� , ? -, � SETBACKADJACENTTO x . �j ,e / 1-11 + w 11 I.� • �� Eck * t:;,, ► ,,- �- RESIDENTIAL ZONING ...... . . . v �, 11 I ;/ / / 57 0 . � � �; < 4 I " .*,k � -/ I \ .. .,.... . I 1. 0% 1. .... \ IN ACCORDANCE WITH ALBEMARLE 41 f, " I, I �*, � ,- *- 14 1 -�* Win fag AG , , I, , , ;, lip llll�* I , / / -1 - I � ll� I - - - 0 1, \ ... -. 1. I .'.. . ... ;l 0 1� I 9 BSR 11 I I -� I$fi VEPCO 7 / - - �l 1- • 1. . ...­.. v � 1�1 0 1 1 .. *.. %. I -.'-.'. . . *.. . I , '. *. %'� , '. , .. u �o 4 " , I , EXPA�$ON OXMC? I -�, k, , - 4 BLULD0 , ' Q J' ; , 3 203) 1-� 1-1 - - Z:� - - , -LO ,;�­. ��,, /,d' / 0 "-�,-1 , FROM THE ACSA MH. THE ACSA MH PENETRATION SHALL BE - 1�1 . 1 41 1, ., 4 iGHkr,* � M (DB 416, / /�, " �) I - / If = t4suaAck .�:: / w I I �) 4, i, i, ", , 11, �., . � " , * I;pll:)�"� 1 4 26, / -<---,, ,­ "��Z:� / / �- U 4. " I , ,Isfi COUNTY CODE SECTION 32.7.9 , , '­� epb ' I , ,q� CONNECTION SHALL BE DISCONNECTED WITH THIS PHASE � t, �� ;";- / j rls � m ( 4 -� I � " " I - - - \ , WS UPI IV p * 4 --s �- - .- ...*.. .. , " "Rom M, - j,* -, :w " , , � - -- - SEALED OFF & THE UPLAND PRIVATE SEWER SHALL BE / w . '• . '•''. . . . . • , .. ... I - " V20' IWIQIPSKM �l 4 , � I p, ss­4rss / I ( 1-1 --,�- ---- -- -1 0 1 . * ..' . .INW �.� *� I -. -1� .. � �l I I - . � ,- "I N', ABANDONED, OR REMOVED AS NECESSARY, WITH PHASE 11's ,-, �� / a I \ I -.1 ...-*-. - - - - - -) --4-­: - E R _ ,tt -, 4 , I " , *I ,f � �,,, ­­---------4s /--- -,,--- -'-----4 - w - 11 • - - . I 11 . .�r�,, , -V , �' �l * � 101-UltJORE RIAN 4V­ 1 `dam' � 1, ' �,-,�� ,, 'f 4, k I I I / I-- �11 11-1 CONSTRUCTION UNDER A DIFFERENT SET PLANS. 1� - - - - - - - -., --1 0 lq:z�- - --� 6- * * , , . . � - ' sj,�tx,%�, , , I < cx .. . I -v % � � -, , "I 1-1 - I I , I . EXISTING 1! WATER METE ' , ., -, , ., , "I" JMPR0VFtMeNTS & �tREEr '� ,� � - .11 1�1 �- % � " . * f , � -­�', -- -- *. % TO REMAIN FOR I " � �l i �- . * -r-"l- " I I 4 " E NG VEPCO 1-1 11 I ..".1 FUTURE Ike " .1 4 � EE9. ., 11 I - . ., 4 ,, , 4 * �/ I I -� ll� ll l l I 0 ILI 1 4 1 1 * . . , ... ...... - *. ., , , " " �1' �l � �, f, l 11 . 1, ,-, ,,- .> EXISTING STRIPED LEFT .. - /...'...... * -, . * PM " 'Y , � ,TR , , E T. (DB 414/ / / I I ... lll�' ✓ "I ­�- 0 ME ' 1, .., '. . - I *. . .. . *­*.... PHASE If DEVELO Er . L, 4 , * " �, zI �,N - !�; 11 /4, " I ) v �l / I I I -f I , , '111�/ "I -11 -1 -- - (D I . �l -: I i, ", ", '. . . " 'fj� , I'll , 11 + � z �-1 . ., SECTION OF BERKMAR 3V MIN. ENTRANCE WIDTH ....... ..-. ... .) -.V----a 1) �p .,EXISTING 20' DRAINAGE 2 , - - I � ;� � - 0 1. a , .. - - ­ , - /wmRmmDwr-nmEw I *1 I ;, ­7 6w,­� N �-1 /I x ­ .. -..* 11 - 11 � I 11 EASEMENT I I . . � . 4 11 7 7 I . . . . � , v I I -- ��� c) TURN LANE WITHIN THIS '. SZ TOBE v - ', PG 69) / / / I "I 0 - - I ,-­�- " ---L , I I � I �/ 1-1 DRIVE SHALL BE RESTRIPED , I . ... ­. . . - ... * " �4* , ,/"j. �, �, , � � .1 ;, ., ., I � // *_1 -,, DB 1329, PG 91 -1 " 4) � ........ -. L PHASE If PLAN REVIEW. " �� � Ill, , "I - - 1-1 4) ASA SHARED LEFrTURN L I . . __ ------ , - -- , � " . - rl , A 4 n / p / / / � I./, "I, I / 0 - - - - ­ I LANE, AS SHOWN (TYP.) - PR I'll *. ., -. *. ..... EXISTING ING PRV I v iKtmpjN. () - A A I 1\ N, SEE SHEET 8 j�bR 1540FILIE"-, -QPOSEDIMPROVEMENr,S I *.*­... '.'.­'.-- '*.- ** I PROPOSED SEE SHEET 8 FOR EXISTING 10 - / / / I I " � ) 11-1 � / - - . . . . •- I 'I-, � . . 4) Itu OF SIGHT DISTANCE TO EXISTING INGRESS/-' � . . ­ '. .. WATERLINE 0 1 / / / ORR .lx � / �\ " ..I�b . ... .. ALONG BERKMAR DRIVE EGRESS .� : , .. ­ -� . *�. ..`-, i�`!! ,0�� STD CG-6 I / / / !� I If- : I , / 1-1 1-1 / \ \--1 I-- - ,- \\ / 2 - -IV,- .-yl­;-�r. ­:, Lz� -,V4;: r.� I IL ­­­ I 1­1 1­­­I ­1_11,/ ,,, ­ , ,, ", ,,,,,, 0 - . - , , ­ I? If I I '' ' ' " LL '' L " - "I ­- 11 I / --, � 1-11 / u 'Lu l.--1 ca . I : ... ­ L' I ­­-­ I L � I � 1. ­ ­ I L'' 11 ­ ­11111 ­­­ I'll 1. I 1111-1 �11;1 \ 0 " -­ ­:STRIP(�- - - - ---,;�. ­ ­ I .... L v c: ?uI;0yp-,-, - I ­ ­ ­ I- � - 11 ­/ I I q) I—— -1 I -------­jl. 11 I . - I 00 - =-,i­­.­" , - I'' -1 - '11�-- -- \ � i E I %c Lu EXISTING 4! WIDE BIKE F- - - - - D 0 n NG 4! 'WIDE EB I ­0­ - - - I - 20# TAPER LANE - 0, � x U) - - - - - - - - - \ \ \ - I �r � - / / - - - LANE TO REMAIN I - I �: '. T--- \ -0 I \ rk LANE I 0 REMAIN 0 PROPOSED BERKMAR,DRIVE RIGHT-OF--WAY - - -/ JOB NO. q) - ­�L� ' ­L \---�iSTIN!q Ir TYPE A 81.0. ASSEMBLY I" ­- = - -- LL: �j _ "', - \ � 0 - . / ' - ` L ---�.' � I - - � - 0 - - ­­ �, -'l'­l'l- � - GATE I - EXPANSION (ADDITTON�kl­ %7.s! IN WIDTH) - - '�:: ,��l , - - - ----� - - ,'�,'.,�.,"��-"---� ,:L­, � ­ - L,� VALVE TO REPMWW. EXI"N G I f 1, I . I I 0 -,- I ­ 'l � ­ I 1. I I -­­ Lp I ­ 11' / 142103 ...- - �', 11 � " - I RESERVED FOR FUTUREjPEDESTRIAN ­ _ L �.,�- - INFRASTWJMRE45 WCATED - -1 GRAPHIC SCALE --- '!­'� I'- - - - - - , -, � (9 I- - -- -- ,- -- 0 ­- ' " ­ L �" I I 'LL , , :Ll � "I 1�­ I IMPROVEMENTS & STREF,TTREES. / w ___­� ­,,� 1� 1 7 OUTSIDE THE LINTTS OF THE . I - Q) _ � ­�,,.,'� _ ­ ­ - - -'�� - - � - - - - - - - L - - \ 30 0 1 60 / 12D SCALE a ­ FROV0=0 4k tAjmiG-pxwwEN­I & - - - - - - - - - - - "a -- �� ' 0. -- -- -- I BERKMAR DRIVE (ROUTE:L4o3) - "IV TO NEAREST �&ce TON - CONTRACTOR SHALL DEMOLISH \ ARE LOCATED AT GRADE APPROXIMATE LOCATION OF EXISTING BERKMAR DRIVE \ -- c ­ *1 '.."i,:,-��,:; ii; = , INTERSECTION I INTERSECTION CURB AND GUTTER WITHIN THE LIMITS OV \ CjI­ (ryp.) STINIG'CENTERLANF \ - - #�--30' a '. :: � 7, ��, Z�­ �.:.. �. ! FIRE HYDRANT. FH TO REMAIN & .. -, , .i. . �j, ­ �. :,; !.I.;. ,�! ;: , � . 11 ,, I i (VAR., WIDTH PUBLIC R/W) (AGNOR-HURT (GREENFIELD TERR4CE) THE PROPOSED TAPER (M.) 1�1 � -IV PROVIDE SERVICE FOR PHASE 11 - -.11 1 - - w - - , c ;�. ; ..�-. :, 0. ;: -�­. - �.,-y - .,,,.,. *.,,:�'�, ­-!"11*�`�,.'. ­ \ ( IN I.."; -4.. " :, , . 1, \ SHEET NO. a 1-1 I . � ,'..� L:2111 , , I 1* : -;­��� ,*.-""..",.,.."*�'-.i'.�-��,-*,-.�7*.,' .. "'. L , "Ill I =­7 �.�l �., I I. 1, � I 1-i .. -�;,- - .7z -17 I 1�. ', , ,*�L .% , " , � �11*1'11. � ., 2,k , ln, r I SIGN' -,- �-'-� - �--,'-..�,.*�-..-*.*,��.�:',.',....", I -�' ­ mmmm� m ­ . \ , -- ---L- , -1:1'1'1��.-,..­ -:­tt �. �­� . 1,f ., ��- .I... .-�,, -­ --- - ­ I - ,-,.L,: 777T�� ��� - %'.� ,.I' � , -.-.-, -� MT 7!% I lw , ... . - �;,, ,,.­��.,;" ,*., �­`Ae­`-'­-­­. FEET ) � ,�::7"�'.�.-,f'�.:,.*"-,.".� ­ , , . . I - Yt I .. , ­ , -7,7.-.,T,�,.'� .. ­ ,.. � . . . -- .� 1'11�1 'I", - ­ .,-i'-, . .. .1 - - , `-"!\:-;.;--­�� - .- *7-- -:% : , . . - - - , - , I... I � -�l I - I - �.I�li; ­ 1 ,."" .4 ;;,-:.... � -� , .!�".4-- -.77,71 .1. 1, ­ -'-. " .�! ... I- � - - � .7 .1 .. - � m � , -- 1-1 �� -­--EXISTING Ir DIP WIL TO REMAIN \ '.. \ I inch = 30 ft I'llow 0 - - - I-- - 1-1 -- . '. 1. :. co - - - -- - -- .3 Iv /6 4 4) - - - - k 11-1 .r- . il- ar.vvr-R roan. w�-re �v��� v c�.��rtc r nc rrtvrvacv v�.���e. vv. _ - �` I „ "..-- BE ACHIEVED. 7. CONTRACTOR SHALL INSTALL A MAXIMUM SLOPE OF 596 THROUGHOUTTHE PARKING LOT. 8. GRADING SHALL NOT COMMENCE WITHOU' T W -RITTEN AUTHORIZATION EXISTI� NG 30' FROM RWSA CONFIRMING THAT TEST PITS HA VE BEEN DONE AND THE S R 8 WATER = - EXISTiNG° 'T. EXISTING WATER LINE IS NOT IN CONFLICT. CONTRACTOR SHALL RES121PE EASEMENT INVENTORY PARKIN i 9. RWSA REQUIRES A MINIMUM COVER OF 3.5(42 ) OVER WATER MAINS. THIS AREA OVER EXSTING 904, PG 627 TO REMAIN (rYP•) - — - zo.RWSA REQUIRES A MINIMUM OF 5 OF HORIZONTAL SEPARATION PAVEMENTTO REMAIN. SH ALF L y amCO , NAN$ EsCHT T STD. CG-2 TO EXISTING 0 r C r `R• B T O BETWEEN THE EXISTING 30- WATER MAIN AND ANY DRAINAGE .GRADES DTOA STRUCTURES. aMUM O BERKMAR DRIVE TAPER NOTES: "I 2. VDOT INSPECTOR SHALL BE PRESENT DURING THE TAPER MINIMUM OF S OF HORIZONTAL - ' r I 1 ../ y y -/ y % � / , � ✓ r / i ..2 / . '•• . ✓ - „• G � % / ,�/ j � q / / q E '/ ,✓ -S ° , �'' '` • ' / . j a � ✓ / ✓ ✓ y - / — / "/ ~ / ' ' r / / ! . -� y /"✓ / •I y •( .y - a / / f .,% , / e y s / — ° °'y ✓ r ° r %/ y a r y - — / y ° y \ _ / / ° r `! J / \ y y ` f y / \ ,_ ,! // . � / ° 1•L / r ', \ " '” - ' % , s �/ % - / y . ' - - � — \ � . -' - - -\ - " e f / - y ' i / i , } t \ y° t — ' e y ✓ / y , \ I %r � '_ ` \ - .-' / ' ' ° e l r , _ ° \ - ° °✓ ,✓ _ !'- \ ✓ .' _ . — s \ ° ✓ ° s � . ' t ✓ •" � , y ! r \�' . ✓ , • ✓ ° �l '-y y .✓ / - ' ' • / ✓ ° /% \ . , / r / l S . 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Sa O � a i '• • a y E a T R ` 'a � m/a` i � N a aI i a a ' a ; J � F j f � �a. !ir r ' D � � n ' � V ;' a • + a -� w 1 ;/ - , . a• / a , _ na a a .a 4 w. r A , a , a a . • ,a A b pJa a '/ : ' a i ' a R " � j �s T ; a � i 1 ' a ` ' a° Ca adt + via � 3 T 'A i i �d � o a � ' 4," I , , a � a OA J 8 a � a > x+ ' Ns ry t ' a ° l a x � " . a a a � n a v 3 $ 3—; • s � 1a 6 a ' a a�a • �a a ' r 1 : T ' a � 3 a a a a , - , ' a a a a a aa 3 'aa :a*,L , , 'a 3� �-I '• a a A � - a '5, 1 a 3 ' a � r+ a � 1 a `- , ',� � a� p 3a r . a • ' 5 . � ty a a f' g " te \ ' C � � :ai y A a• s i a ; %, ' `� ° . a ' ' � ,•., , • ,X� rti ' SEPARATION C:• 1 ' .> , O. � / ' a BETWEEN ETWEEN :S •/ °R �e / . '' , \ T o • "H' . • - . � " 41 .� '•-�• V. E . , .�� .°;• .D •,•E. '. :• • r ,�•, XQ ° ,• S',, " • • ( • ? � 4' B/ _ T_ ' .•1 �' • ' " f I � • B iN a ' , _ • / 5 a 0 G CONSTRUCTION ON BERKMAR DRIVE. CONTRACTOR SHALL 3e WATER MAIN THE PROPOSED COORDINATE THE INSPECTIONS WITH THE VDOT LOCAL RESIDENCY. EXSTING CURB & EDGE MRS SED ASPHALT! DRAINAGE STRUCTURE 15 REQUIRED o EXISTING NARKING LOT. 2. CONTRACTOR TO MILL AND OVERLAY A PORTION OF THE EXISTING OF PAVEMENT TO coN SH ALL CUT INTO EXSTING REMAIN NORTHBOUND LANE ADJACENT TO THE PROPOSED TAPER. MILL & PAVE MIL VERLAY EXISTING 5'_ y . 006 --94 ' k, l i B� m • ® ° � B T\ / 'W . f " _ • TW OVERLAY SHALL EXTEND , INTO THE ADJACENT NORTHBOUND LANE LT roNkiUM of Y IN WIDTH. sH ADJACENT TO THE RIGHT TAPER COVERING THE EXTENT OF THE BIKE H EXISTI G LANE, B & E PROPO 3. ASPHALT IKrO EMSTING CONTRACTOR TO RE- STRIPE CENTER LANES AS SHOWN ON THE PLANS, REMOVE AND REPLACE ALL REFLECTORS, ERADICATE PAVEMENT MARKINGS, AND PATCH PAVEMENT AS NECESSARY. 5. THE PROPOSED TAPER SHALL BE CONSTRUCTED IN ACCORDANCE BLAN6 -TO NTH THE VDOT STANDARD WP -2. SEE SHEET 6 FOR ADDITIONAL i IN EXISTING RWSA W/LTO REMAIN UNDISTI 4' WIDE EXISING EXISING INFORMATION. WITH CONSTRUBERKMAR BICYCLE LA - 9,5 VDOT S7V. NE DRI AEW SCT RIO HIL LLC CG-6 BM-25 VSM PARCEL ID: -004500- 00- 00 94A0 1/4": 1' CROSS 21 B D.B. 3295 PG. 731 SLOPE \-EXISTING CURB & GUTTER TO BE REMOVED b r r �ARIES WIT H TAPE R NG CURB RIGH TAP ER REMAIN coNSTRUCTIoN BERfAMR DRIVE RIGHT TAPE G ROSS SECTION N.T,S NOTE: THE PAVEMENT STRUCTURE OF THE RIGHT TAPE R THE NEW ENTRANCE SHALL MATCH THE PAVEMEN T S T RUCTURE OF BERKMAR DRIVE. � G COUNTY DE FlNE MANA SLOP PROPOSED BE I PACTS ) SE. : PRO L9 J 1 E w �4 r • -, / ' •�' •' • ,r — ' � • ` / . ® w PrEll 7 PROPERTY,,- 0 LIMIT ".) R PROPOSED 6+00 P ROPOSED GRASS BIE WAI LS WITH HAND FOI PHASE I SCREENII -; R - V G CURRENT 494 BE M HEIGHT SHALL *ARV IL 499 B B EN 3!-& IN MtI GHT. Rk ULATIONS/ 50$' TW PAR SIDE 1, LLC / 502 BW MITS OF UNDIMn)RBED BUFFER PA�CEL ID: AREA O BE Sul 1U DED WITH TREE 04500 -00 00 -094A`I PHAS 11 07 TW D.B. 3116, � 310 PROTECTION N G, AS SHOWN. -o P RE 7 LIM SOF S oiAR�ARCI SD:' r 1Q- 0 0-173 REVIEW O RLA1Q �a P. 6 ROa P6SE6uN6ATlj "ACRES--'— 'f, � 3 STING A a A MTA Y a R SMT.- j PWEALIMITS y A ;'3 D 12% Om , PG f 6$1 � +1�IS VPCO O M kB 416, ; G2 ?3) a G 00 �- EX INI V PCO PROPOSED �TAND D GUTTER PANS AS50CIA%ED w4CG•3T0 EXTEND 70 THE EASTERN �DGFFS CF STR CTURE5 ao & az. PG 69) / DRIVE RIHOWAY 1-6 EXP VDOT ;p EXI S` PUBL IC WATERLINE Sr ' IN INFRASTRUCTURE TO REMAIN oil UNDISTURBED &, �GRADE <> <> . I ► •: i 'i "' r r r ( A _e / x' / A / u , �o BE _ A`MAR DRIVE E — (R OUTE 140 3) � N — +R� OPO SED R. WIDTH PUBLIC R/W) 0 FLOW LINE _ N INE ER /d TO REMAIN UN ST -B� — _ _ y ✓ — _ / r — IPROPO� ED VDOT STD. CG s SHALL BE G CONTRACTOR SHALL DEMOLISH EX { ° ClDNS1R C1ED IN ACCORDANCE w/ VDOT \ CURB AND GUTTER WITHIN THE LIMITS O g• ° ': :' �:� " r � :, : = IDARDS SHALL REMAIN WITHIN VDOT R/W (TYP•) \ THE PROPOSED TAPER. � eta .,r•a.t .d •, -A:. u� _ •'A• °'4 ..T - ,.. •'1M ' 4... ♦ . <ry 4•.: 4 •a I.." a• f C': t -' .y ., a a — __ - -_.. -- __----- _._..._.___ — J APP OXIMATE G NGf % LOC ON OF 10' / O g /DRAIN EASEMENT / Z Z O (DB ttt1038, PG 54) LU o dUTO, LC of m m otf PARCEL ID: / u�f co 04500 00-00-1010 Z w •: ' / �;� \ LLC DfB. 2130, PG. 3/'S' w C9 e' je j j ,✓1 y f P RCEL ID: �\ / z j ' r __ - 1i 0 0- 00 -101BO / (� ''' F- '� rr �� ',.f ter/ cc "- z d r ✓ /. / D. .2130, PG. 30 \ f p i � N � / ,�, - - / /I � / � `�' '�`' F �` - `1 r >-''• / / I `' f - f' EXISTIN coutriiY vii u�i DEFlNEWMANAGED' w a / / // f Z SLOPES-PROPOSED T / r � , �� �� / f i' REMAIN � THt ! { O 1.) / ff �/ / PHASE • �, 502° -.V - __ -r / d� • / % l uJi 502' BW d d / l NN AUTO, TIC PARCEL /ID: 1 rn 04500-00-90-10000 / M i f D.B. 2130, 11,7* 30 0 rl o N ' •x j r I I 1 1 1 { ' 1 U14ITS OF UND ' FFER // J 1 j EATO BE SUUND ,• ., 1 1 EE PROTE F WFENCIN!G, AS i® / f / r S A r r r r v � 1 1 r 1 _r+ 8 J ' n _ � t PR D VDOT CL I RIPRAP / / � PROTECTION w/ h !' Cr h . /'•°'~ / / /GEax r ITLE FILTER FABRIC r �\,� / P- �� N YMENT L=12' W =S , M �a �ROPdiSED SWIM t` Y�D=2' MIN. % AW F%1C1 TO TR T / / ) / / M •,f � J • .9 sMt�i� uR ! 3 4 . / EPMATE REVIEW. I � I} / cy) { i /STTN�GTREES ! / / / I / o I i GR�EN JOHN THOMAS o i GREATER THAN 6' t S L " iGPER / J ESTATE 1 CA ITHIN 7Ii f fl I PARCEL I E NC EL D. t CORRID > O� - - J N 0 c I 4500 -1 A + -e � -- • 00 00 0 0 i Y 3 O EA. iTY v D 1 W.B. 109, PG/185 / �. a / Cn o J / 1 l J J 1 1 N I < W o J 1 W I / - �r GREEN, CLARENCE WILLIAM/ I J J d ~ Z Q P RCEL ID: F- L +- 045T-00- 00 -100B0 / / J j �� o / / J W.B. ! 123, PG. 395 C o cr- SNOW ' c Z v �b 1 CONTRACTOR SHALL INSTALL A$' WIDE, a° DEEP I I f I / J �„� W Q o 1 RIPRAP SWATH ADJACENTTO THE RETAINING >_ WALLS TO ENSURE SLOPES DO NOT UNDERCUT \ I I % e 1""4 m OR UNDERMINE THE INTEGRITY OF THE WALLS. \ / � % � / \ •/ \ EXISTING oN c AS ME o E DB 1473, PG 547 'DINH, TON / / \ PARCEL ID• j 04500-00-00-40660 D.B. 365,J-,'�G. 62 �` ! I 0 ✓/ I I I ~ r° Z ✓ / w At*." U/ Z °' T PROPOSED,6RADtFfGWIN THIS %AUNITY SHALL NOT \ r EXTEND p-EY6ND THE PARCEL'S LIMITS. AS SUCH, THE \ \ \ / f / J (� o f EXIS'flNeSANITARYSEYf/EW W'Lt)�ADJACENTTO — — � Y — � \ — J y \ EPROP�EER +PfCORNER SHALL REMAIN ATGRADE. EXISTING 20' DRAINAGE \ C) / \ \ EASEMENT / \ \ CO axi OB 1329, PG 91 N v LU bw 0 r \ \ ' --_ , �." • \ - ! JOB NO, v GRAPHIC SCALE // 142103 0 r \ \ 30 r1 0 115 6o / 120 SCALE y c .I " =.301 v c v 1 W FEET SHEET N0. o r i in�h = 30 ft. � GENERATION PLAN (xvz i • =sa3 atjlmO VPy - z PEAK vPH - CG -12 ROADWAY GRACE N PERCENT GENERAL NOTES- cc -x .I I I I -�4•-� 8 MNO WITH 5t.P RESISTANT MTjAL Sti ;63 COWNETI TIE POLL WIDTH 4P THE: I I I I ljR P GENERA 770N NOTES I RGURES ARE BASED ON VDOT PERFORMED 7RAFFIC ANALYSIS & 17E TRIP I RAW FLOOR HY 2 FOOT iN LENGTH N THE GRECit01t OF PEDESTRON AET �� S DETECTAfA.E I MATVE�E iiSED YATN APPRROVAL TYPE A GENERATION MANUALS, 7TH & 8TH ED177ONS PERPENDICULAR 3, SLOPING SWES # CORD AAUP MAY BE =01 NDNOiJTHTH4 'ORE AAUP FLOOR OR BY USND PERMISSEtE CONSTA4iCTiON JOINT W7TH RE8L8RED BAX3: 13, 000sf NEW CAR SALES I 4. F RAW F7.00R N,} iNECAST, Hd-ES elUSt BE PRg "AM FCkD DOWEL BARS. SC 4... WEEKDAY AM PEAK HOUR GENERATED)= 28 WH (15 ENTER / 12 EXIT) I 12 4- , 2' N WEEKDAY PM PEAK HOUR GENERA7FDI= 36 WH (16 ENTER / 20 EXIT) I S. 1 D X B" PLACED P CENTER 70 A,ON G BCOTFL001t. ME)-DEpTH OF .R#' F19DR #WNtNA 12,1 TOTAL AOT = 275 WD (138 ENTER ,/ 137 EXIT) 1s 6. CM r CMRR AND GOTTEN SLOPE TRANSITIONS A04ACENT TO CURD RAMP, I � PARALLEL 7. RA2k S AetE TO LOOATEU AS SHOWN ON TEE PLANS AS RYYECTET7 EXC9:TPT FOR f :ir• I ,�Y OR tA7PE%)ST£HT. E? MST' 8E L<7OATED W7TSW PE;STPoAN CRO"a5WAL15S LOCATED 10F.-PE LMS �•,,,,."„Pu•"'""^`�- -may t et I l DimsTTEUC:TED; STADI -E. Fd N� SuP �51START PAN CONNECTING ALL g..WN ACCESSN#:E ELEMENTS # A FACILITY THAT ..AN HE APPROACHED, EDOEREO .�•, -••. AN9 U'5Ed Dl' PEDESTRIANS- 4• WA a B. RAUPS NAY BE PLACED ON RACIAL LiR TANtENTIAL SECTIONS PR0N0ED THAT THE C';:RD. CIPET`Y.'G Na PLA.CED -W1TWN THE LIMItSC1F THE CROSSWALK. tdi21 I TkU17 LIE S,DPE A7 THE OOMAN£O'HON OF Tf£ CLa2B DPENOK E atjlmO VPy - z PEAK vPH - CG -12 ROADWAY GRACE N PERCENT GENERAL NOTES- cc -x 1, THE DETECTABLE WARMING SHALL BE PROVIDED, BY T304CATED COMES. 2. DETECTAPI.E WAx2)@NO T4 DE CLASS A -3 CQNCREIE IDEAS( A-4 ff PRECAST) -�4•-� 8 MNO WITH 5t.P RESISTANT MTjAL Sti ;63 COWNETI TIE POLL WIDTH 4P THE: MAX RAW FLOOR HY 2 FOOT iN LENGTH N THE GRECit01t OF PEDESTRON AET �� S DETECTAfA.E I MATVE�E iiSED YATN APPRROVAL TYPE A Y�iA T OF T PERPENDICULAR 3, SLOPING SWES # CORD AAUP MAY BE =01 NDNOiJTHTH4 'ORE AAUP FLOOR OR BY USND PERMISSEtE CONSTA4iCTiON JOINT W7TH RE8L8RED BAX3: L 4. F RAW F7.00R N,} iNECAST, Hd-ES elUSt BE PRg "AM FCkD DOWEL BARS. SC 4... T1MT /w'13DVN'Wr3 RM?ED ryryCCES CAY dE CAST PiACE ASTER PI:KCE)AENi. OF PRECAST RAMP FLOOR. :PRECAST CONCRETE SHALL BE CLASS A -4. 12 4- , 2' N !9. S. 1 D X B" PLACED P CENTER 70 A,ON G BCOTFL001t. ME)-DEpTH OF .R#' F19DR #WNtNA 12,1 I{•c..._._s1[H 1s 6. CM r CMRR AND GOTTEN SLOPE TRANSITIONS A04ACENT TO CURD RAMP, T ARE )NCLWED IN PAYMENT FOR CURB / 0UR8 ANO GUTTER, PARALLEL 7. RA2k S AetE TO LOOATEU AS SHOWN ON TEE PLANS AS RYYECTET7 EXC9:TPT FOR f BY THE EEL THEY ARE 7O DE PROVIDED AT INTERSECTIONS WHEREVER Aa• ACCES RORSTE WITWN THE PGHT Off' WAY AL A HIGASI CROSSES A CURB CORDLESS OF S EXISTNVG, RR(N t -0" ,�Y OR tA7PE%)ST£HT. E? MST' 8E L<7OATED W7TSW PE;STPoAN CRO"a5WAL15S LOCATED 10F.-PE LMS �•,,,,."„Pu•"'""^`�- -may t et A5 5FIJWTN OH PUN" DR AS DIRECTED BY TH£ EA`4REER ALES SH iUI NOT BE IDEATED 899).40 1FM S7tlP LRES E%EST'9KS LIGHT P4 FIRE HYORAYTS. DROP N�,E7S. C. ACCESS ROUTES PROVIDE AL COMdTBYJOUS t2 :t MAx y: DimsTTEUC:TED; STADI -E. Fd N� SuP �51START PAN CONNECTING ALL g..WN ACCESSN#:E ELEMENTS # A FACILITY THAT ..AN HE APPROACHED, EDOEREO .�•, -••. AN9 U'5Ed Dl' PEDESTRIANS- 4• WA a B. RAUPS NAY BE PLACED ON RACIAL LiR TANtENTIAL SECTIONS PR0N0ED THAT THE C';:RD. CIPET`Y.'G Na PLA.CED -W1TWN THE LIMItSC1F THE CROSSWALK. tdi21 ,,,,,,,;::,.....-- -°•-°" AT 7( .2" HIGINFR THAN "'" LOGE OF PAVEI$NT TkU17 LIE S,DPE A7 THE OOMAN£O'HON OF Tf£ CLa2B DPENOK E AT�Y ,SANE AS TOP LE Oi; PERPENB%Fi.LA) TO THE CIBRB. TYPE C 9. TYPICAL CORK SI/EWAUt IS 4• iHICX. WREN ENTRANCE RADNCA *T ACGDMa CDATE THL ?wzMlee REOUREM£HTS OF •NTH PATER HEAVY rR at PARALLEL & PERPENDICULAR T . RE ENTRANCE EAVYTF DEPTH. =2 Q. WHEN CURD RAMPS ARE USED IN CONAMCTiON WITH A SHARED LOSE PATH,. - INTERSECTION NOTES THE MMNUL4d WIDTH SHAT BE THE WIDTH # THE SMA9ED USE PATH 8..aw CG -1 R USED FOR STREET. CONNECTIONS. THE U. WHEN OPI..Y tk/E CRIlB RAMP iS PROV1DHiJ FOR TWO CRDSSOOS SO44CONALL CDN"ECTi`GNL�CMUST Be TH�ESKTffO N ACCORDACE WNH TDE VDOT. ROA7 bES1O1i A�d.�NCLiWSTOPPWC A 4•x'4'LANdNO AREA SHALL rE PROVIII:D TO MANEUVER A W14EELCRAR INTO THE CRO56WAL41 WITHOUT CON'C, INTO THE TRAVELWAY. THIS Wx A' SNORT CMAKE ABC K VALUE A'iD fIEMETRS L.M. AREA MAT M'CLLI)E TFE GUTTER PAN, f2 ALL CASE "> WHERE CRIi9 RAALnS I!dTERSECT A fiAP,AAL SECTION t>F »_ ,4" ,C TRUNCATED NODAL m T E1XT OR STIAEE'T E DETECT CURS A DANCES C01Lt4ECT1PNS TH A(I,E SiTNE L.ANkGE ACRR55 THE NTERSECTIDN. -A NO StATFACE SHAt.L HAVE A FACTORY R tNT TIELD ^WhTIFiEb AS RE ED $Y THE MAHASFACTER Yd ATCH rr 000 0 0 L_ THEgACK OF CURB. ib a o a a g n o o a a s v O 0 a a 0 4 O 0 0 0 0 a 0000.00a00000000 - LANCING *: a b C•- 2g/a.. 0 0 0 0 0 0 0 0 0 a 0 0 0 00 CDUC YARDS of CONCRETE - Yi ' a aoatsaLlaaaa a a cA0 0 a A'. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - DIANITE0 11 0000 {00 0 0 0000 O a o -GTESEE i CUi6 '-14•' VARIABLE B �1s4L..W.l2TH OF RAW FLOaa NOTE 12: F RAY LAITS T DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL V CG-12 DETECTABLE WARNING SURFACE S4�E C� ATbS REFERERC.E ROAD AIM BRIDGE STN+t1AR65 (GENERAL. NOTES) O' ^2" $HEe7 10F 9 REVHS& £LATE 203:05 7di ViRCI?IA DEPARTMENT OF TRA.SpORTA7'ON 507 502 FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS SEPARATELY. ACSA GENERAL WATER & SEWER CONDITIONS s. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTLITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND (WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITHI THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYINGi MISS UTILITY (1 -800 -552- 7001). HAVE A MINIMUM F THREE FEET OF 6. ALL WATER AND SEWER PIPES SHALL A O (3) COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED iN THE ACSA EASEMENT. so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT)- TYPE 8 PPARALLEL APPLICATtON ROADWAY GRACE N PERCENT A TH FEET 4- CURB : 1 6" CRR cc -x NOTES$ B t 5- L THIS ITEM MAY BE PRECAST OR CAST -N PLACL 2 S 8 2 CONCRETE TO BE CLASS AS E CAST IN PLACE, F CLn 4W& HALE BE FAQ FOR Ad RADK CQAAVATIM i11RA A GUTTER. 9 4... 4600 HA IF PRECAST- 12 4- , 2' N IRISES AYt To r_ DEPTP or 3- Cif 1UVRFD A RAN>W1S 0T 3OD FEET E'RL LESS EAOHG FAACCkk # C7RR8) Wu DE PAO FOR AS $ I{•c..._._s1[H 1s RAltA. CtiRB. I 0. ON O5 RAtgAJ S7A143AFX15. , SHOAL NDT wdl.. TFfE R W LINE 4, TIE �PTH # CURB WAY BE REDUCED AS MUCH EXC9:TPT FOR f A .' t -0" AS !" E, t>EPTN1 OR �is /GS ENTRIANCE NOTES 2' -0•' 5. Wi#DN Ti•E ENTRANCE RA.bI CANNOT oVMDDATE TIME 3" (2T' XPTH) I N ORDER T TIXA C% ExaTe WLL COONCdE rWT71 THE TqP # A DOODLE #THE PAVEMEICT SLOBSTRtICT4ifE. - .� �- •.- _.• •'.. •- _-LTHE g A, BOTTOM OF THE CUi3 AD CUTTER MAY BE CCWRC7CTEU ATDERIMSi THE I�PTH 15 TYT NE 1E" AS" tN6 A0.IPu"IMEM N THE WIC'E 15 MATE + . IS MAIN OEM OF 'ry MANTAIX'D. NCR A. ECREASE cRR AN #ISIEASE IR COMBINATION 6" CURB A A A SURFACE C612 IS t B8E£ USED ON ROADWAYS MEETING 3• THE TEMM4EAE'ITS FOR CG-S AS SHOWN IN REYR4XIN DAIS A a,.. =2 A'• XSECT�d ON 0S9 INTERSECTION NOTES '. 8..aw CG -1 R USED FOR STREET. CONNECTIONS. THE N t£ UiBAN7N AROS CDN"ECTi`GNL�CMUST Be TH�ESKTffO N ACCORDACE WNH TDE VDOT. ROA7 bES1O1i A�d.�NCLiWSTOPPWC e d SNORT CMAKE ABC K VALUE A'iD fIEMETRS D- 9. OR TIaYxOFTER7n WO A p •A SiTNE L.ANkGE ACRR55 THE NTERSECTIDN. 33'r' ALLOWABLE ENTRANCE CHANGES L ABL CE GRADE C GES A A.' BASE 8,_6" g._2" C•- 2g/a.. a:•3:, CDUC YARDS of CONCRETE - GDHC,PWE a A'. 0.492 0.697 1 1.37)- A Da�A 2:947 99" 10,257 1 0.521 SUBBASE a. 1 2.08 6.. C. ^4., A A O "+.g�i" p,.Sn O'" +.M /t A O' ^2" CW2 /A" Ot -2 i• SU0AO6 0-3%3" 0`'3�ix De_4. O,.aho CUOIC YARDS OF CONCRETE CONCPIPE 1 0,502 1 0.895 1 1238 1 1.500 1 tBTt 2.107 2-512 2804 4 .4:L �\\ "DIES IN Pom jC RR BASE `e` TO BE olA COMPACT EXCAVATED SOIL CRT POST STEEL POST SACKFI,L WiTH CULTIVATED, CUT AWAY ALL WIRE BASKETS ORIGINAL SOIL- FROM PLANT SPECIFICATION A COPY" OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE N THE CENTRAL OFFICE, '��/(;0T ECAT. STANDARD BLOCKED-OUT W -BEAM GUARDRAIL ROAD AND OWCE STANDARDS ASE 221 (STRONG POST SYSTEM. POST AND BLOCKOUT DETAILS) REVISION DATE 6" 505 VRCAMA DEPARTMENT OF TRANSPORTATION 08/14 72" MIr, ROOTBALL 1WRAPPItG ACCEPTABLE TOPSOIL #CUit� i$ TRENCH EDGE AROUND r ENTIRE AREA TO BE.�t� •?, �.•:, STANDARD 6" CURB REFER TO ROOTBALL PIT RDAD Nw BRIDGE STANDARDS 165 REVAIGN ;ATE (FEET t OF 1 502 VIRGINIA DEPARTMENT OF TONrAMRTATION i�\ \`' TO ROOTBALL PIT 3 ROOTBALL ;''' i"' �F� '� }•��•" 20LOt DEPTH. OF (PLANT PIT :»k.:....` - � `�y:vl (�� •0�;�.�„t•:v'A REFER b ;j ^--� N{.:.p�• DETAIL >;•rs,.•: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS SEPARATELY. ACSA GENERAL WATER & SEWER CONDITIONS s. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTLITIES 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 WITHI THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYINGi MISS UTILITY (1 -800 -552- 7001). HAVE A MINIMUM F THREE FEET OF 6. ALL WATER AND SEWER PIPES SHALL A O (3) 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 DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED iN THE ACSA EASEMENT. so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT)- TYPE 8 PPARALLEL APPLICATtON ROADWAY GRACE N PERCENT A TH FEET 4- CURB : 1 6" CRR 0 < B t 5- ? 2 S 8 3 F CLn 4W& HALE BE FAQ FOR Ad RADK CQAAVATIM i11RA A GUTTER. 9 4... 8 12 5 IRISES AYt To r_ DEPTP or t5 $ u 1s Y sOeFDAE:K wAR ST N•° B`F s'MH DIAGONAL PLACEMENT 5 e F4AA A 4• TRNIgWJ�NFa $ A.M1'$C:lAwE LA'LNiE•L�'i ANEk \tGAP�K -••- SSW�.tlat � S5RHAALL YgF.L1 *F�t W -. MMgED PERPEPAXCLLA7. CR0'+SWALK WITH BUFFER STRIP gtII`I'" AKeA. cxoS`M W THE MAZKEd �5?VALK ANtEA SiN T ION vri CG -12 DE T EC TA BL E WARNING SURFACE 9ER ROAD AM NTIE STADARIDS n : n 5 REV" TYPE B (PARALLEL) APPLICATION Ids s T 3 q VIRGM DEPARTMENT EW TRNJSPORTATIQN 1 W2, GLASS A3 E5. 1H T GtRK1ETE ---°• SECTION C -C ENTRANCE: VD LIUE CG°8 NOTE. WHEN A PECESTRUAi ACCESS R E NOTES: CHVS A GOMENRGAL ENTRANCE SHKi: 6E 2K FOR OF t. THIS ITEM NAY BE PRECAST OR CAST N PIA. I I A WIDT 5 FEET. A V45TREET ApPR0AGH sAME S3RFV1,3r (RA%<7S TO A5 I 'g'),q' I AS MNANI.NE RdAOWAY ISLE NOTE 31 2- C"ONM TO BE .ASS 43 W (A 4:£' ST N PLA , SHroWNI tRt PLANS) 65 tRAPAsI$ TO 8£ AS SN . ON PLANS), AW PSi F IMFiCA1i. C -2 DR CO-6 ,q 3. "3D 8 ACE t S >_ r F CLn 4W& HALE BE FAQ FOR Ad RADK CQAAVATIM i11RA A GUTTER. D SICEWAX� 4. FOR ik3E W >TV STABILIZED CP£N GRAD£0 7T+ABAGE `v0 LAYER, THE BOTTOM OF TH£ CIAiB &CRITTER L�, BE COTAOGT61 PARALLEL TO THE S-CPE T�5.I.,; )KITE 91 14PTOXdN. LOiFAVED SPACE a FLOW LEHEz IRISES AYt To r_ DEPTP or .-.•�. - -•- nN'I-- `- ........F .- 5. AtLOWANLE CWA'E'OA HEpi fW_ Lr.E OH CC-I R ICCS RASRO OWN+RAOAADW�ApY�9CLASSA�VATIMM AND iM DM &.Y NUAWJA. IN 1T# 2" I 0. ON O5 RAtgAJ S7A143AFX15. 6 SHOAL NDT wdl.. TFfE R W LINE . ;A EXC9:TPT FOR f o H t -0" PLAN VIEW ENTRIANCE NOTES 2' -0•' 5. Wi#DN Ti•E ENTRANCE RA.bI CANNOT oVMDDATE TIME ..- - _ '._. - .� �- •.- _.• •'.. •- _-LTHE a 2.1• BOTTOM OF THE CUi3 AD CUTTER MAY BE CCWRC7CTEU • tq'PA4ABOL)C CURVE iENTR0 D!I-Y) YA1N.L:_ 10 THE SLOPE W Stowlik CO- 1101A*1 i"Vfc O 4 0.5 AREA MAY BE COMPETE AT re OPT , DF `HE CONTIAc -m IS MAIN OEM OF 'ry MANTAIX'D. RVVREMCE COMBINATION 6" CURB AND GUTTER ROAD Am ER= STARNIARus 1cTFi REYR4XIN DAIS SET ti OF 4 =2 VIRGINIA Df?0iRTMEN7 Or TRAASPCRTArON INTERSECTION NOTES 2'L03 8..aw CG -1 R USED FOR STREET. CONNECTIONS. THE M CONSTRLICI' GRADE CHANCES WITH A PARABOLIC CURVE. CDN"ECTi`GNL�CMUST Be TH�ESKTffO N ACCORDACE WNH TDE VDOT. ROA7 bES1O1i A�d.�NCLiWSTOPPWC SECTION A - A SNORT CMAKE ABC K VALUE A'iD fIEMETRS GLASS A3 E5. 1H T GtRK1ETE ---°• SECTION C -C ENTRANCE: VD LIUE CC-it NOTE. WHEN A PECESTRUAi ACCESS R E MGH MORE THAI 8900 VpO CHVS A GOMENRGAL ENTRANCE SHKi: 6E 2K FOR OF SHY LIE t5 I I A WIDT 5 FEET. A V45TREET ApPR0AGH sAME S3RFV1,3r (RA%<7S TO A5 I 'g'),q' I AS MNANI.NE RdAOWAY ISLE NOTE 31 GENERAL NOTES SHroWNI tRt PLANS) 65 tRAPAsI$ TO 8£ AS SN . ON PLANS), 1, WHEN USED IN CON,NJNi TION WITH STANDARD CG-3 OR CG^T TEE CURD FACE ON THIS STANDARD IS TO 41 -Rc6 ITEO TO MATCH THE YOUNI700 E CURB C -2 DR CO-6 CQNFtGtRATIki. >_ r $' D SICEWAX� 2. SEE 5rAt47ARD CC -ta FOR CkM RAM DESIGN TO FE USED WITH THIS STANDARD. `v0 8.5 )KITE 91 14PTOXdN. LOiFAVED SPACE a FLOW LEHEz 3• MA9NN.NE PAVELENT SHALL DE CGH :7fakTEO TO THE WW LINEEEMGEPT ANY SU$GitAAE 5TABLRATI0.N .-.•�. - -•- nN'I-- `- ........F .- RE01MMO FOR MAINLINE PAVEMENT WHICH- CAN 6E •On I E%PANSION ONO!= M TH a ENTRAZCE,1 3q RAWAIL ciRB � GgM9NAnOH cDRg AHLt Gu>j ER _.._ ..._. SHOAL NDT wdl.. TFfE R W LINE NOTE; *0TH 'B ". 2`4- OR AS t NA1404 ROA'JWAY EXC9:TPT FOR f SHOWN ON TYPICAL SECTION: A "�•1 t -0" PLAN VIEW ENTRIANCE NOTES 2' -0•' 5. Wi#DN Ti•E ENTRANCE RA.bI CANNOT oVMDDATE TIME 3'•O" 7txvhYMHG REdtAREuDviS OF V A HEAVY TRUCK MAILNE ROADWAY SLOPE TRAF)FiC- TIE DEPTH FOR 5tCEWI" 4 CORE RAMPS • tq'PA4ABOL)C CURVE iENTR0 D!I-Y) WITLMM; TIE EDATS OF TIE RAOI SHOULD BE 9HCRHEA•SET1 TD 7 ". NSE`E Ct; -t3x _ OPtWH#•6L FLOW LM£ � a% C11WE 0. PLA!.##IS ANE TO NINCATE CONSTRUCTION OF A FLOW ACROSS H ,& T}fE )EN ONCE. 70 pRpvlD{ POSITIVE DRAMCE NOTE ROADWAY - «-,.- _._.._.... -.- ,.... 71 JE® D • - -`"' ^- 7- E5 GRADE CNA14 r -',� °'^••. -_ .® L1S7'ED 7HEAAIU.LOWA9tE�TRANCE GRADE tA81 -tE, THESE VALUES ARE HOT APIMAR rti STR{E7 't tjCT 0,9" IS: 9 COMWIERCIAL ENTRANCE INTERSECTION NOTES 61 -D° 8..aw CG -1 R USED FOR STREET. CONNECTIONS. THE M CONSTRLICI' GRADE CHANCES WITH A PARABOLIC CURVE. CDN"ECTi`GNL�CMUST Be TH�ESKTffO N ACCORDACE WNH TDE VDOT. ROA7 bES1O1i A�d.�NCLiWSTOPPWC SECTION A - A SNORT CMAKE ABC K VALUE A'iD fIEMETRS D- 9. OR TIaYxOFTER7n WO 4 SiTNE L.ANkGE ACRR55 THE NTERSECTIDN. 33'r' ALLOWABLE ENTRANCE CHANGES L ABL CE GRADE C GES GLASS A3 E5. 1H T GtRK1ETE ---°• SECTION C -C ENTRANCE: VD LIUE ERASE "11" DESINIRLE CHANGE I MAMMUM MGH MORE THAI 8900 VpO MNH SHY LIE t5 uwkw 509.1900 VPO 53 X 6 z EDW tE55 THAN 5OO 'VPO d C X 5 Ntrm: ALP�AB�LE EN NCE,TGiC,epE TADLE Fw r.•bT OH+ECTIN}S lvocrr TROD OF TREATMENT ME E ROAD AtNp 9RDtE STANDARDS, 9o-2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVIS11N DATE I SHEET r OF t II VRCW DEPARTMENT OF TRANSPORTATION 0ijt5 2O3.g4 cR -z. 2A 273'4" MIN - 283'4" MAX RAiL HEIGHT CC I! II IL Ii II Ii Ii J !J GR -2 GR -2A (W-3" POST SPACING) (3' -)' /i' Pd ST SPACNO) MAX DYNAMIC DEFLECTKA a V MAX' DYNAMIC DEFLECTaX . 2' r NOTES: :kUATES LODATiQ,vS SHOWN o`N PLANS ARE -Q.,. A ONLY AD CAY BE Ak0.)STFA &MIND CONSTRSiC A`A7 A5 DHRECTEO BY 7HE:ENCNELTM• FOR DETAILS OF POST AND BLOCtMOUTS SEE SHEET NO.530.05, * U'T `�'1A- OR -22A tiETHOD * OPTIONAL GR-2A METHGO tOSDL: OESTED RAIL USING ADDITIONAL RAL ON BACK OF POST FOR DETAtl.3 OF W ELEMENT RAN- SPL S JOINT AS+6J ASSDCtATED HARDWARE SEE SHEE0T NOS. 501.0111,45 501.02, x WHION NESTED IRAL OR ADDITIONAL PAL IS PLACED ON BACK OF POST RAL EMENrS ARE FORIdSHLTO SHOP CURVED FOR RADI FOR GR•2A THE': POST `-PACING WILL BE 6'-3•'. BET 5 FEET AID 15OF'EET. ALL GUAFDRAL POSTS SHALL DE SET RL' FgST SHAt NOT BE 'SET WITH A VA1IA 6 of tAONE TWW Ya' PER FOOT FSR�T AAC!$A WtEf#)',IT lIL AA#�LIERAT%DN oR FORM PER E SECTION 509 Of THE �'ECiOCATNYHS. ALL GR 2 Ads TiR :kA RAL ALt RTE MAOfiA F AT R HETGtHT # 2TiA MEN - UA% AS MEASLIPED PER STANDARD OR NS ALL W BEAU RALS SHALL BE LA'PED IN THE DIRECTION OF VEWL`U.AR TRAVEL FOR THE FMtSFN ROADWAY. ACiPPDINTIti AN ONB THE �nCKS0TF TF�HFO"F R SSTTAN A RD. NAS�S ?MELD BE APPROVED By THE E ND'SEER FLAAE RATES OES46N SPEED INSIDE SHY LSE BEYOND SHY LINE MNH SHY LIE t5 FLARE ATE HARE 70 9' 30.7 0.1" SD $' 261 14:A i `v0 8.5 Zli Tb1 40 r ^9,. 2'-O C 3q V 134 lei # R L- t -11 FC J 0 BUREL 'SYSTEMS. A EDPY OF THE ORIGINAL SEALED AND SO.DICO DRAWING IS. ON IFCE IN THE CENTRAL OFFICE. SPECIFIC, AWARDS STANDARD BLOCKED-OUT W-BEAM GUARDRAIL REFERS SAN DATE (STRONG POST SYSTEW) 221 08 /14 VIRG4NA DEPARTMENT OF TRANSFORTAATION WP -2 ADJACEAH TRAVEL LAW ASPHALT PAVEMENT WRDENNG 12'm .EDGE OF £%)$SAID PAVEHEW. EAS DETERIAED IN GELD) TACK COAT THE PROPOSE - CCNSTRUCTHON "qy EXISTING ASPHX- LAYERS PROPOSED ASPHALT LAYERS --------- -- -- - - -- - «_ - -- ~EXISTING SUHNASE PROPOSED 57k1BASE vOOMPACM SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE E*STM ASPHALT LAYERS 10 EX*I NG SAMaASE AND ",ACE WITH PROPOSED ASPHA -T WIDEiN"403 LAYERS PROPOSED MNlaMW 11/1 INCH THICK ASPHALT SUWFAC£ COURSE *EL TOTE 51 x 1AN9A5UM 12 AGCHES OR GREATER AS ,N'ECESSAcY YO A6U7 THE FL#.L THICKNESS OF EX1SnM ASPHALT LAYERS AS CETERWN'EO 0'� CDOES (SEE NOTE 3) NOTES-. L ASPHALT PAVEMLINT' WOEW40 SHALL 4AVC A PAVEMENT OES494 N ACCORDANCE WiTtt VIRRENT VDOT PRDCEOURES AND LE APPROVED BY THE ENC'.iv?'tR. 2. T)E PAVO)EAR DESIGN FOR ASIAIL:' PAVEA4ENY WlWiM"" SHALL MECT OR EXCEED THE DEPTHS AMC TYPES OF T1*E LAYERS OF EftTL°dG PAVEMENT. 6TIBSURFACC LYRAWAGE OF THE C105XNW; AND H:C10%6 PAV£3,EH1 SHALL DE AIDRESS£O . THE FAVEAIFIJ "f :3ESN AL 3• A of TflAct CORES iK.t 8E TA1fiH KONG THE CENTEER OF TfC ADJACENT TRAVEL LANE TO CEIMONE TW, TYPE AW MIOX ESS OF EXt5r5YC PAVEMENT LAYERS. THESE C S SF14LL 8E SPACED NO 00 THAN 5tS0 TEET APART. 4. THE ADJACENT TRAVEL LANL SHALL HE MPLLED fi MIN'ARAV OEPk7a GF tyyq NOES AND REPLACED IPIH AN ASPHAT SLTTFACE COURSE TO MACN THE. PROPOSED PAVEMENT iVN :NIAi SURFACE COURSE, MIX 55 WANED 9Y THE ENGNEER, S. THE EN EFF CTIV£MStA'�e'C£ Dd ", NE .,,i.NO DEPTH OF THE EX(S3WC PAVEMENT TO CE AD•k1STED Td ACAIE4E AN ACCEPT A811 PAVEWNT CgOSS•SLOK S. COSTiNO PAVEMENT MA KNOS AND MARKERS WITH N TTE PROJECT LRATS SHA,L BE RESTORED SUB.ECT 10 THE APPROVAL OF THE ENGINEER- 7. FOAL TRANSVERSE PAaNT TIE ^iN SMALL CONFORM TO TH£ REfl;1:iE'A',tii5 OF WTIC04 .1*45;0 OF THm SPECEIOATNONS {%DEPT THAT A.i, elOAH$ SPE I ATiAdTIS )CMS SMA't. RE TESTED U-SIIQ A O FOOT 5TRNdl')TEOG£ W ACCOiiAANGE WITH T)$ RECU�MENTS OF SEC' N 315.07(0) OF THE ROAD AND 8RR#. STAhT1ARt1S PAVEMENT WIDENING $ %mw SHEET I CN• 1 R{vL'RwN DATE 315 .JD3.02 VNTC4IA DEPARTMENT # TRANSPORTATION SHAPE TO BE WITH M 8 TTORTAR NO NOTES- t, 'w. MAY % REpUPCREOp UNTL '%" ACIDLY E5 A Ovum OF 4" WHERE 9%V CA MALL TOP OF E�WA-L O4CTLABOVE FILL SLOPE, DtTCH SLOP£, OR SHOULDER. T RAIN CAST IN ACE. x. THOS ITEM MAY BE PRECAST PL 3. ALL CAST IN PLACE CONCRETE TO TE CLASS Al FOR PRECAST SEE SNKET Ot,02: 4• THE STANDARD TO BE USED WITH STRAT.HT CROSSINGS APO ALL SKEWSV? TO 45.1, 5, HEADWALL TO 1E REVELED N ALL AREAS EXCEPT WNIB A CONFLICT WITH DIVERT OR W9GW E AES.00Ctd4 EW -t ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT ; 4 < i I � 4 12" 15" I 16" 2M" OR 24" 7" NP ,7' OR 38 A D'i" 0.1" 0`'S• tt,-Si° - PLO" V -9" a Q, -o. r V ,_3:1 T,611 r ^9,. 2'-O C 114" P.7„ T V T4" 2,.:6" - 2' -9" D t -0" 11-2P. Y4" 2' -0•' 2'4" 3'•O" F d 0 -8" 0 "21" 01 -9 t -�• 2' -3" H 2, 3" 2,•tt' 3' -2,. 3,. -a., 4,,3•, 0,9" L�� 4'-O" 5'-D" 61 -D° 8' -O° itY•o" X12' -D" 3.-Y, D D- r �Ia a a1 : d' 33'r' L V -5" r•2" 8,_6" g._2" C•- 2g/a.. a:•3:, CDUC YARDS of CONCRETE - GDHC,PWE O:2st 0.492 0.697 1 1.37)- 2.097 2:947 GSA PIPE 10,257 1 0.521 1 0.739 1 098 1 2.08 1 3.145 DO NvERT EW_t,by - i FLd�W T° .. - - ----- g O t - 6, BEVEL EDGE S R£t]tW(EO ON TEE HEA$WAJ, AT T7E; SLIT EFTS 'TAIL CULVERT fWNFRE TIE ROW ENTERS THi LxO:vERT1. 7- tEADWA.4 AT Tye WTLET END OF THE COVERT MAY BE EITHER SQUARE. ETJDE CR EVE;. EDGE. 8. UH SHA4.q.OW FLLS,I Wt4RE POWA,LS ARE S' DR LESS BELLOW $I1DU.�R 131E THE Tt1P EPA' t$ WALL SHALL BE CN4STRUC7E PARKLR TO TH E GRIN$£ DT' TIE f1oAD: A, Y.- CHAMFER MAY BE PROVIDED ON ALL EDGES AT MAMA)FACTLAT£R'S OPTION. EW -tA ENDWALL FOR ELLIPTICAL PIPE SO OF ELLIPTICAL PIPE CULVERT ESPAN ,.RISE) ; 4 < i I � 4 23 °x14" JWAW 34'X22" 38'x24•' 42"X27" 49"•28" 48.x.32" 53 -x34" A C• -8" 0 1-9" 0'-O" W -tit" O`^H" V,O" PLO" T -D" 8 T -2" 7.3" Y-6" i' -8" F'_q.. Y•G• Y -1T 'T -1T' C V.S. V -V' T -11 2, -4.- 2, -5.. T -7" 2+-8" V-9" d V-2" V-1. T -10'' 21-0" 2' -3" 2 5" -pc$" x` -10 ". F G' -a" a a'. 0,9" 0'-9' O'.9" 01-91, 01.9" O, -9 ". H 2'-10" 3.-Y, 3' -i" 3• -S^ V -0' 4' -2" 4:.5" 4. -7�: L V -5" r•2" 8,_6" g._2" 117-2" RY -HY' tx -fl, !T -1r S. Y,1T` 2,_a« 2,- " 10 3• -2" 3' -6" 3. "g, 4, -I„ 415° O 0' ^2i /," D'- '.F /A" O�3fi • C. ^4., D' -4f3° O "+.g�i" p,.Sn O'" +.M /t b O' ^2" CW2 /A" Ot -2 i• V -a„ 0-3%3" 0`'3�ix De_4. O,.aho CUOIC YARDS OF CONCRETE CONCPIPE 1 0,502 1 0.895 1 1238 1 1.500 1 tBTt 2.107 2-512 2804 t,AR.N N STANDARD ENDWALL FOR PIPE CULVERTS „ STAHX1955 " H ..�_" t - 36 CIRCULAR 3" x 14 - 53 x34 ELLIPTICAL PI S 2 CULAR AND 2 PE 165 REVISION DATE i STILT SR' 1 302 VIR(UA DEPARTMENT OF TRANSPORTATION NOTE: CONCRETE 5' MIN. SHALL BE 3000 psi AT 28 1 (VARIABLE WDTH) DAYS OR STRONGER. 4" CONC. /� • m 4 •o ®• .. Aux NY xy NY 4" 21 -A STONE BASE ` T CONCRETE SIDEWALK (NO SCALE) 2" SM -9.5 SURFACE COUR`. 2" BM -2 SUBBASE LOURS 10" COMPA AGGREGATE I COURSE, VDOT DRIVE AISLE PAVEMENT (NO SCALE) DRIVE AISLES & LOADING SPACE 2" SQUARE GATE POST (TYP.) 4" MAX. GAP 1 RAIL POSTS 4' O.C. T OF Jj. TOP OF RAILING MIN. TOP OF WALL POST CONC. FOOTER 42 SCOTT R. COLLIDTS2� SITE U Lie. No. 035791 Ab GRADE RAIL I� SIGNAL vl; RAIL POSTS SHALL BE 4' O.C. FENCE RAIL GAPS SHALL HAVE A MAX. GAP OF 4" & TOP OF RAIL AT WALKING S URFACE SHALL BE A MIN. OF S -6" IN HEIGHT. WALL NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. " 1 Ji3 x 0.70 ALUMINUM FOREST GREEN TOP RAILING (TYP.) N Z z O Z ® ; 4 < i I � 4 GR -2,2A g• 8� 3c•' WASHER A ?IM H s, SCLT I h'L'T v- _ 1. SET TREE PLUMB PRIOR TO STAKING. Nix B "LOCK TREATED n.HOLE-- < " HOLE F$iE Hl.OiK OR RECYCLED MATERIAL. TREATED MINE BLOCK Oft � BACKFR.L TO TfERMINATE ?✓i'," w RECYCLED MATERIAL "' GALV. STEELL 100 SEE NOTE N 5. 6" WIDE SLOCKOUT FOR DSE wFA:7N REPAgNv DAMA.GF3) GIiARfIRNL .tFE02 6GMRAptNG STEEL BLQCKE)LtTS. PM BLOCK ADD MULCH OVERTOP OF STAKING DETAIL 4. IMMEDIATELY SOAK PLANT WITH WATER. 4 BLOCKOUT FOR MAINTENANCE REPAIR rRE��77��d 'SWTHERN ONLY 1 3� RELATE TO THIS IdSTALLATNON 'h" HOLES ) LESS THAN 1-0": 6x8 WOOD POST TNl+ 4 "x BL TREATED PYME BLOCK, STRONG POST THEN TAPER TO PROPOSED THE CRT POST IS fDR OSE WRN TFE OR [ THE °ER IN 4'" WIDE BLOCKOUT B-4' POST ,- GUARDRAIL REauNEd VEC O TH � -` 4tr�y i Ty'Y DETAIL A =r 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. REINFORCEMENT. FENCE POSTS SHALL POST MAY BE HOT ROLLEO OR WELDED, 5 GUARDRAIL INSTALLATION SITES REOUIRING LONGER 1H t GUARDRAIL POSTS )t 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. PENETRATE 1ST LAYER OF GEO GRID. 4„ if L:st".10" DOLT TPEA )t 4A BUT TREATED WIRE R NOTES t. ALL DO TS, NIT= to BERS,.A1A3 qr MEL iTEUS A'EJ'' TO DE CN.VAV2EO. •P U BLOCK tJ8 RECYCLE{} II MATERIAL 7.. ALTERNATE TYPE POSTS A1AO BLOCKEx7T MAY in. W6r$,5 OR BE I,YTERCHA OW ON ANY ONE PROJECT' WTIH TI£ RESTRtC'f1pN THAT THE S+JIE TY bF DRAWINGS) W6x9 :POST AND BLOCKOU'T AAlS81' HE USED N ANY 11 11 0 SINGLE Rtki OF G21AR[RAI.. - -- 11 gPTi DIAL HOLE 3. FOR DETAINS OF C"AROML. ELH;tAEF1T S011C,E R GIN.' 'GTE SAS,o+M2 HARDWARE, ETC, " M75,50Ls11 fr" DOA N q 0LE5 ,{ + AMC 4 , Top NN TT BOTH SLO WITHIN 2" OF THE BLdCKCtbT (i'��' 4 BOOLLTis aBST7O� AFTER T¢+ x i8 �\\ "DIES IN Pom jC RR H'• -'-"'1 `e` TO BE olA COMPACT EXCAVATED SOIL CRT POST STEEL POST SACKFI,L WiTH CULTIVATED, CUT AWAY ALL WIRE BASKETS ORIGINAL SOIL- FROM PLANT SPECIFICATION A COPY" OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE N THE CENTRAL OFFICE, '��/(;0T ECAT. STANDARD BLOCKED-OUT W -BEAM GUARDRAIL ROAD AND OWCE STANDARDS 221 (STRONG POST SYSTEM. POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 of 2. 505 VRCAMA DEPARTMENT OF TRANSPORTATION 08/14 6Ot,05 NOTE: CONCRETE 5' MIN. SHALL BE 3000 psi AT 28 1 (VARIABLE WDTH) DAYS OR STRONGER. 4" CONC. /� • m 4 •o ®• .. Aux NY xy NY 4" 21 -A STONE BASE ` T CONCRETE SIDEWALK (NO SCALE) 2" SM -9.5 SURFACE COUR`. 2" BM -2 SUBBASE LOURS 10" COMPA AGGREGATE I COURSE, VDOT DRIVE AISLE PAVEMENT (NO SCALE) DRIVE AISLES & LOADING SPACE 2" SQUARE GATE POST (TYP.) 4" MAX. GAP 1 RAIL POSTS 4' O.C. T OF Jj. TOP OF RAILING MIN. TOP OF WALL POST CONC. FOOTER 42 SCOTT R. COLLIDTS2� SITE U Lie. No. 035791 Ab GRADE RAIL I� SIGNAL vl; RAIL POSTS SHALL BE 4' O.C. FENCE RAIL GAPS SHALL HAVE A MAX. GAP OF 4" & TOP OF RAIL AT WALKING S URFACE SHALL BE A MIN. OF S -6" IN HEIGHT. WALL NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. " 1 Ji3 x 0.70 ALUMINUM FOREST GREEN TOP RAILING (TYP.) N Z z O Z ® ; 4 < i I � 4 NOTES: t� o � Z N•I N ec 1. SET TREE PLUMB PRIOR TO STAKING. 4" MAX. GREEN ALUMINUM -1" SQUARE FOREST GREEN L 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER � BACKFR.L TO TfERMINATE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ALUMINUM SIDE WALLS GAP PICKET (TYP.) (TYP.) AT TOP OUTSIDE )LIMITS OF ROOTBALL +- -- REFER TO TREE 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE SACKFILLING. ADD MULCH OVERTOP OF STAKING DETAIL 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLAINTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A IOEPTH OF RELATE TO THIS IdSTALLATNON 3" AT PLANTING FDIT LIMITS, 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES 8c WALLS ELEVATED MORE SEGMENTAL BLOCK WALL IS USED IT THEN TAPER TO PROPOSED THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL SHALL INCLUDE A GEO -TECH. FNISHIED GRADE IS Y VAR 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. REINFORCEMENT. FENCE POSTS SHALL TYP TREE GUYING DETAIL CONSISTS 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. PENETRATE 1ST LAYER OF GEO GRID. Q • �^ PL 2 PIT ON PHI AROUND . - PLANT PIT ON 'UPHILL' SIDE SPECIMEN -- LAS SPED ON /` ' : -• / DRAWINGS) TRENCH EDGE AROUND ENTIRE TO BE ,., o j MULCHED REFER TO TREE R TO TREE -- '"`��- SEFER TAKING DETAIL 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +ibs AT A MINIMUM. %� :s:• \` STAKING DETAIL �\\ COMPACT EXCAVATED SOIL SACKFI,L WiTH CULTIVATED, CUT AWAY ALL WIRE BASKETS ORIGINAL SOIL- FROM PLANT TO FORM ROOTBALL PIT AND /OR NOWSIODEGRADABLE \ \� � \ �� ��� PiT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND ENTIRE AREA TO BE ON DOWNHILL SIDE OF TREE ` H 4" ROOTBALL WRAPPRNG AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH MULCHED ­4 MIr, ROOTBALL 1WRAPPItG ACCEPTABLE TOPSOIL 7. PICKET SPACING SHALL BE 3 W WIDE. TRENCH EDGE AROUND r ENTIRE AREA TO BE.�t� •?, �.•:, TO TO BE UNTIED FROM TRUNK MATERIAL, AMEND BACKFiLL AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT AT LEAST 1/2 DiSTANICE DOWN BACKFILL IN LIFTS BY FOOT. REFER TO ROOTBALL PIT f`/ : r. MULCHED f :3 {;::_ .s: ;°. q �;r ;;),, -- .�. --^- FROOTBALL. WATER THROUGHLY AT 1/2 DETAIL i�\ \`' TO ROOTBALL PIT 3 ROOTBALL ;''' i"' �F� '� }•��•" _ DEPTH. OF (PLANT PIT :»k.:....` - � `�y:vl (�� •0�;�.�„t•:v'A REFER b ;j ^--� N{.:.p�• DETAIL >;•rs,.•: SCARIFY BASE WHEN EXCAVATING PIT: BREAK •�.•.,•- \ 1�- _. /\ y� r.4 2 �� /� RETURN AND COMPACT LOOSE L EXCAVATED MATERIAL TO THARDPAitiREINaOVE r. 4�T'r'4 /\ :: :r- ::::.. :::a .•; NOT TO SCALE 3 ° 6 7 +' ROOTBALL s . •. .� « c \ D AS FAICILITATE PLANT PIT TO ESTABLISHED tCE53ARY TO R TO PROPER DEPTH PRIG \ j` �/ '.'w:i'•� '�:3 -.�r / r (DRAINAGE) PLANT PLACEMENT C_ OF THE AGGREGATE BASE MATERIAL. iF THE SSV VALUES ARE LESS THAN 10, THE T_ DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED M NOTES: 1. LANDSCAPE ARCHITECT WHERE SOIL CHARACTERISTICS ARE NOT ANY ROR METHOD OF CORREC770N. ROOTBALL PIT 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7FMPLA IF AND NOTES: REFER TO AGREE BLE TO CRITERIA -WHERE CONDITIONS RAISE CONCERNS I, - 'Y NOTES: N DETAIL TERMS OF PLANT'HSURVIVABIL OWRRANTY t SET TREE PLUMB PRIOR TO STAKING- t SET TREE PLUMB PRIOR TO STAKING MEETS REQUIRED GRADATION FOR TYPE I, II, OR Ill PRIOR TO PLACING AGGREGATE BASE. t'i') 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77-IA T 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, ALL PRINTING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF OiEAD AND BROKEN BRANCHES AND THE SURFACE COURSE IS BEGINNING AT 77-IE COMPLE77ON OF THE INSTALLA 77ON OF THE OR INCURRED DURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 TREE PLANTING MP4A. x TREE PLANTING ON SLOPE U"m a SHRUB PLANTING MiHMA 4 ROOTBALL PIT 12 SECT�N NT,S SECTION N.T.S. i2 SEOTION NT.& SECTION N.T.S. NOTE: CONCRETE 5' MIN. SHALL BE 3000 psi AT 28 1 (VARIABLE WDTH) DAYS OR STRONGER. 4" CONC. /� • m 4 •o ®• .. Aux NY xy NY 4" 21 -A STONE BASE ` T CONCRETE SIDEWALK (NO SCALE) 2" SM -9.5 SURFACE COUR`. 2" BM -2 SUBBASE LOURS 10" COMPA AGGREGATE I COURSE, VDOT DRIVE AISLE PAVEMENT (NO SCALE) DRIVE AISLES & LOADING SPACE 2" SQUARE GATE POST (TYP.) 4" MAX. GAP 1 RAIL POSTS 4' O.C. T OF Jj. TOP OF RAILING MIN. TOP OF WALL POST CONC. FOOTER 42 SCOTT R. COLLIDTS2� SITE U Lie. No. 035791 Ab GRADE RAIL I� SIGNAL vl; RAIL POSTS SHALL BE 4' O.C. FENCE RAIL GAPS SHALL HAVE A MAX. GAP OF 4" & TOP OF RAIL AT WALKING S URFACE SHALL BE A MIN. OF S -6" IN HEIGHT. WALL NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. " 1 Ji3 x 0.70 ALUMINUM FOREST GREEN TOP RAILING (TYP.) N Z z O Z ® ; 4 < i I � 4 0 t� o � Z N•I N ec 4" MAX. GREEN ALUMINUM -1" SQUARE FOREST GREEN L � I V SQUARE FOREST - / V 9,16 4" MAX. GREEN ALUMINUM -1" SQUARE FOREST GREEN � ALUMINUM SIDE WALLS GAP PICKET (TYP.) (TYP.) NOTES: TOP OF RETAINING WALL IF A 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES 8c WALLS ELEVATED MORE SEGMENTAL BLOCK WALL IS USED IT THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL SHALL INCLUDE A GEO -TECH. 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. REINFORCEMENT. FENCE POSTS SHALL 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. PENETRATE 1ST LAYER OF GEO GRID. Q 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. ,., o N 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +ibs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 W WIDE. 8. CONTRACTOR MAY ELECT TO INSTALL A SIMILAR FENCE PROVIDED IT MEETS ALL CURRENT COUNTY, STATE, & INTERNATIONAL BUILDING CODE REGULATIONS AND GUIDELINES. SCf1,NN�'.lUM OF RffAll IAV KA" JUIL I'".4.1i NOT TO SCALE PA MMF'NT 1. AN ACTUAL COPY OF THE CUR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT C_ OF THE AGGREGATE BASE MATERIAL. iF THE SSV VALUES ARE LESS THAN 10, THE T_ DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED M METHOD OF CORREC770N. C6 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7FMPLA IF AND N) COMPAC77ON BEFORE BASE IS PLACED. N J. TEST R PORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA E �- MEETS REQUIRED GRADATION FOR TYPE I, II, OR Ill PRIOR TO PLACING AGGREGATE BASE. t'i') 4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77-IA T o THE SURFACE COURSE IS BEGINNING AT 77-IE COMPLE77ON OF THE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 n DAYS, THE PUGMILL REQUIREMENT WILL APPLY. o 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, 1FMPLA 1F, AND COMPACTION d* N o N BEFORE SURFACE 7REATMENT IS APPLIED. * PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL. /SQL YD.). Q w = � * B17LIMINOUS SURFACE TO BE APPLIED iN ACCORDANCE Wl7H CURRENT VIRGINIA a DEPAR 7MEN T OF 7RANSPOR TA 77ON SPECIFICA 7'7ONS, 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES 7HA T DO J NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY 77-IOSE S7RUC77_IRES SPECIFICALLY AUTHORIZED BY > a PERMIT ISSUED BY VIRGINIA DEPAR7MENT OF 7RA NSPOR TA 77ON MAY BE LOCATED WITHIN 7HE TREETS RIGHT OF WAY. W Q �S j G'w• z rii:i� .T.7ii> 1. THE LATEST EDl ON F 17 O THE ROAD &BRIDGE SPECIFICA 1TONS, THE ROAD &BRIDGE O ~ � LLJ L!J O 2 STANDARDS OF 7HE VIRGINIA DEPARTMENT OF 7RANSPORTATION SPECIFICATIONS SHALL � 3 GOVERN THE MA7ERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED Q = z 06 FROM THE EIV 77RE ROAD RIGHT OF WAY WiD TH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA TISFAC77ON OF THE ENGINEER. U W ul o J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ' H LL1 ° EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES 4 AT ROAD 1N7ERSEC770NS SHALL BE REMOVED. °' 0 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER z -0 PR /OR TO THE CONSTRUC770N OF THE SUBGRADE. F LLJ > T DRAINAGE L1N_ E 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W17H U) a o A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. �,/ 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICA7ED w LHL W ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE: W z J. ALL DRIVEWAY ENTRANCE PiPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH (� z AND HAVE A MINIMUM DIAME7FR OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN f - "� W ACCORDANCE W17H THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS �� (J} z UNLESS 077IERWiSE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF ° THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NAT VRAL J W V o WA TER COURSE. M.•.Fi N J ry O p n 1. PRIOR TO ANY CONS7RUC770N WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGINIA DEPAR7MENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 0 N REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATSR /ALS AND C0NS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECiFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SiLTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WiTH w a THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 077-IER CONSTRUCTION. o Nw 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 4 N o 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. X06 No. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN iN THE 142103 0 OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO SCALE ° STABILIZE A DRAINAGE CHANNEL. ° 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W1774 THE VIRGINIA MANUAL FOR UNIFORM AS SHOWN ° TRAFFIC CONTROL DEVICES /� n N .A.. - nri ar.w u"n.- A.�ri -n . 1 . ��AS.•�rr•�r -rr -r a+.. e A e r _ rs,- AaAr�A•f/At^� ^A4 a+rAtTf� A � , C Lm. Iffil Le. F. 6 �v DRAI)IAGE PLAN �° / ; ; :. _• :. . -- S n r i _ t / f 1 / f / 4 s 'r. I 1 r ! / I / ! 1 _ / c / / / , 1 r r i / s r i r- / o / f/ i s / 1 f AM 0.1 J �• f f f f l t f � t s I f ! f sxR 4 2 O r 7 X,, V� } 14 I 185' OF MU w/ d L:�V.= 9' ' STR 4 STR 8 0. / \Cw =o.90 o x. / J P R° -t$ - r �/ ✓ i rte° /°' �" J ` } •90 Tc--S f f BERM H (¢ .gtbCL6 a` _'`'b °i•'d' °t ° \', °® 1 f A c� min. + ,era' • a \ / / , t`, + _ ' •�`fi, t a l °i C+a q s 0.10 at. C�� Tc�nan. °' �, b ii 341 Cw =0190 ° ° ' A °t'•'. °'° l t a ' °'0 4 j 1 r % °fir A;',a . .. ✓ or 1 1 i 1 a i i 1 9 .t I 1I } ! J 1 l / 1 l O 1 (jam+ , a/+ a + + ro 1C,7V • `' �a � � 71+ ..t . s m°4+ • /Vtvt �+ �/� +• • / ° 6 t a ° �'''.y ' t + #+ kt' '' + 4 � t+ 'j+ '+ / .ems f f ,✓ ./ ..." tt + j J s ggj� 'a u• ........... r vA � r r ;w •t+ f f .� r1ri a ° rr .i � IN' r �a � a tit' t r 7 5 •.° •'(9E°SA'�°yF� / ',,r;� ®a °a +° 8S STING INLET ,\ ::::::•:•:::::..... `a4'", ° + #t °® ,a,�� +ktt °t ( 4 / / / 1 5 F OLF w / cA taTYCHE ,/ r � 10 E V _ Cw --o.60 �` _ Tc=9 min. " L ° • � + t a >:: itiitii ?•i':ii•it:ii:?b:i'd::::•::•i:' l ° �; + , � ' + y�r,' , •',`;»: + .._- ,/ ,/ f i 5 N c �`6 �r� �� \ OCX Mar ✓ / ____ ------ BERICMAR DRIVE (ROUTE 1403) PIPE DESIGN r Iq n d- LO to l W I... T... LOSS (0 ro Intensity 4.00 (Intensity is 4 in/hr for spread, and 6,5 in /hr for capacity and depth) STR:6 VDOT STD. DI -38 (L =12') b0 9 SCALE Intensity 4.00 (intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 ° w SHEET NO. v 7 Vv Z C a. P={ Inlet 1*drology Curb and Gutter o �l 3 Inlet STA. 5 +16.01 c 507.87 _ 15 0.24 10.000 U a o n = 0.013 for RCP 2.5 n = 0.01 for HDPE - a Z ° oC Inlet Inlet W Pipe Hydrology v Curb and Gutter Curb and Gutter Hydrology o TP =521.65 ROPO MEM M-wrl'FITA. 0.00 Pipe MINIM- 0.02 v 0.021 0.02 507.89 1 51114 INV IN: 517.50 TO 8 » CL III RCP 26.25 15 7.88 0.015 0.39 0 o ma a STIN = » o 15 U 525 o d CL oe _ c d o > - �, rA N 45 o 3 ° INV OUT: 517.40 TO 4 0 GE GRADE 2.14 o m m U _ iA » X » 44.83 LF m 02.83% 3.25 STA. 5 +57.29 E 45 -1 h- o g o o � m 5 rn rn X Q m 2 o v ° as .moo.. T w - WE C e ° = w tC M > �C U U Ci a 6 ( u1 'S Co 3 E h- V - _T F- w left 0 .03 Q. 60 t O 1 0.00 0.07 0.005 0.02 2.0 0.083 1 4.1500 2.83 C ri ht 9 `m 0.60 0.150 0.60 1 0.00 060 0.005 0.02 n 0.083 4.1500 6.27 0.82 N .aN- v m 125 w combined' Bow 0.67 0.67 ® 0 3 O 0.10 N 4.87 C in P U E m U m 0 - V m C U 6 v -- to 'U E 1.7 U 7.3 41 D N c co 0.72 t"'cn 2:- c O U C) °� ® � tQ 'O m 0.001 m E + x o .�.. To o c o 9 s 11 520 Q5 520 o V o d FB- c N v r 11 N 3 0.06 114 0.11334 o 0.32 11G _� 518.69 523.93 519.02 r r W R m W 0.0 rn li N 0 O a > a > r $ U U Ci Ci ir1 to CO CT CIO Co _ _ ai t0 vi (0 6 o o'n ci w u- Ci v K U_ a U). 1.11 w 0.999 d 0.00 v 0.035 tai 2.0 t` 4.1500 8.86 0.62 _ 0.1463 0.1107 18.59 1.08 1.00 4.00 0.00 - 6 6 o r U) 0.31 �� +°i. 0.81 A 0.50% I 1 0.81 0 -050 515 2.0 cn o `N °• 0) 4.55 0.90 d- t ) z ? o 0.1517 8.74 1.37 1.00 0.81 0.00 - 8 8 3B &0 QA7 STR:10 VDOT STD. DI 3B (L =6') 0.063 515 0.00 0.25 0.050 ~o 2.0 STIR: 4B VDOT STD. MH -1 4.1500 ¢ ll Pipe run: 12 - OUT 3.5120 0.1463 0.1649 5.10 1.57 1.00 0,25 0.00 - 10 10 313 STA. 7 +30.60 0.10 0.90 0.090 0.36 ;� ? z z 0.03 0.02 2.0 0.083 4.1500 3.70 0.97 15- CL III RCP 0.1619 5.14 o 12 STA. 0 +68.93 10 0.28 14 0.60 36 0.168 0.04 0.168 .. - i,- •1flo 10.00 0.00 5.37 0.90 0.02 0.90 0.083 520.25 518.98 44.8 0.01 0.0283 15 3.20 10.87 3.13 5.28 0.00 0.14 Existing Inlet N 10 INV IN: 503.25 TO 4 8 0.10 0.384 0.90 0.00 0.090 0.023 0.258 2.0 10.14 4.1500 5.34 0.48 INV OUT. 518.88 TO 8 - 1.38 0.1356 518.88 518.02 173.3 0.01 0.0050 15 4.57 123 0.89 8 6 0.07 tea» 0.90 0.063 0.321 11.04 5.17 0.33 1.66 517.92 517.50 41.3 0.01 0.0100 15 510 6.46 4.37 0.16 6 4 0.31 0.65 0.202 0.523 13.00 4.84 0.97 2.53 517.40 506.87 282.3 0.01 0.0373 15 12.48 7.89 0.60 4 4B 0.14 0.90 0.126 0.685 13.60 4.75 0.60 3.25 506.77 503.25 164.7 0.01 00214 15 9.45 6.95 M 15 0.40 413 2 0.00 0.00 0.000 0.685 13.99 4.69 0.00 3.25 501.00 497.00 27.0 0.01 0.1481 15 24.86 13.86 LF-- 0.03 2 OUT 1.11 0.90 0.999 1.684 14.02 4.68 4.68 7.88 1 495.45 494.00 26.3 0.01 0.0552 15 15.18 12.47 0.04 Pipe run: 14 - 4 03.73% 505 14 4 0.04 0.90 0.036 0.036 5.00 6.67 0.24 505 0.24 507.20 506.87 33.1 0.01 0.0100 15 6.46 2.49 0.22 5 O 5 10 FEET VERTICAL SCALE: 1 " =5' 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' 0+50 1+00 1 2+00 t 3+00 1 4+00 1 5+00 1 6+y/ 6+!::3 1Tt 4 1'1 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) r Iq n d- LO to l W I... T... LOSS (0 ro Intensity 4.00 (Intensity is 4 in/hr for spread, and 6,5 in /hr for capacity and depth) STR:6 VDOT STD. DI -38 (L =12') b0 9 SCALE Intensity 4.00 (intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 ° w SHEET NO. v 7 Vv Z C a. P={ Inlet 1*drology Curb and Gutter o �l 3 Inlet STA. 5 +16.01 c 507.87 _ 15 0.24 10.000 U a o 0.00 2.5 0.0 - a Z ° oC Inlet Inlet W Hydrology Hydrology v Curb and Gutter Curb and Gutter o TP =521.65 ROPO MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 v 0.021 0.02 507.89 1 51114 INV IN: 517.50 TO 8 » CL III RCP 26.25 15 7.88 0.015 0.39 0 o a STIN BERM » o 15 U 525 o d CL oe _ c d o > - �, rA rn 45 o 3 ° INV OUT: 517.40 TO 4 0 GE GRADE 2.14 o m m U _ iA » STR:8 VDOT STD. DI -3B (L =8') » 44.83 LF m 02.83% 3.25 STA. 5 +57.29 15 45 -1 h- o g o o � m 5 rn rn X Q m 2 o v ° as 9 w - WE C 1 ° = w E M > �C U U Ci a 6 ( u1 'S Co cA h- w° - v F- a� left 0 .03 Q. 60 81 0.07 1 0.00 0.07 0.005 0.02 2.0 0.083 1 4.1500 2.83 0.99 ri ht 9 0.25 0.60 0.150 0.60 1 0.00 060 0.005 0.02 2.0 0.083 4.1500 6.27 0.82 N .aN- v m 125 w combined' Bow 0.67 0.67 IN IN: 518.02 TO 10 0 3 O 0.10 N 4.87 INV OUT. 517.92 TO 6 P 7.9 E m - > 6 1 �}x, 'U 1.7 4.4 7.3 Z' D N c co 0.72 C 2:- c O U C) °� ® 41.29 tQ 'O m 0.001 li + x .�.. 3 .U.. > rn C~ 11 520 520 O V -rU•. iC 301 N v r 11 N 3 0.06 114 0.11334 o 0.32 11G Y 518.69 523.93 519.02 U a W 0.000 m W 0.0 rn -0 N 0 O a > a > r $ U U Ci Ci ir1 to CO 3 CIO Co o m 0 I-- ai t0 ~ Eq o Ki,� (0 6 o o'n J w Ci Ci v K 2 313 20.0 1.11 0.90 0.999 4.00 0.00 -15- CL III RCP 173.30 LF _ 0.035 0.02 2.0 F- 4.1500 8.86 0.62 3.5120 0.1463 0.1107 18.59 1.08 1.00 4.00 0.00 - 6 6 o r U) 0.31 �� +°i. 0.81 A 0.50% I 1 0.81 0 -050 515 2.0 cn o `N °• 0) 4.55 0.90 d- t ) z ? o 0.1517 8.74 1.37 1.00 0.81 0.00 - 8 8 3B &0 QA7 STR:10 VDOT STD. DI 3B (L =6') 0.063 515 0.00 0.25 0.050 ~o 2.0 STIR: 4B VDOT STD. MH -1 4.1500 ¢ ll 0.99 3.5120 0.1463 0.1649 5.10 1.57 1.00 0,25 0.00 - 10 10 313 STA. 7 +30.60 0.10 0.90 0.090 0.36 ;� ? z z 0.03 0.02 2.0 0.083 4.1500 3.70 0.97 15- CL III RCP 0.1619 5.14 o ' 0 0 d--4- 4 STA. 0 +68.93 N °� TP= 524.20 14 14 36 10.0 0.04 > .. - i,- •1flo TP= 507.22 0.00 0.14 0.023 0.02 2.0 0.083 4.1500 2.76 0.99 3.5120 41.29 LF 3.20 INV IN: 518.98 TO 12 3.13 0.45 0.00 - Existing Inlet N O 0 .:D �_ INV IN: 503.25 TO 4 0.64 0.60 0.384 1.54 0.00 1.54 0.023 0.02 2.0 0.083 4.1500 1.0096- - 0.79 INV OUT. 518.88 TO 8 - 0.1463 0.1356 1 9.71 1.24 1.24 1 1.90 0.00 - tea» INV OUT- 501.00 TO 2 STR: 12 VDOT STD. DI 3C (L =6') 510 z z to ~ - - STA. 7 +75.43 510 PROPOSED-l' R G POSED M 15 CL 111 RCP INV OUT 520.25 TO 140 282.34 LF-- - - - --- -- 4 03.73% 505 505 15» CL NI RCP 164.74 LF CONSTRUCTION NOTES: 500 500 02.14% 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 7- MINIMUM T OF COVER MUST BE MAINTAINED OVER W /L- ` 3. MINIMUM OF:e OF VER71CAL SEPARATION FROM STORM SEWER & W/L AND 14 OF SEPARATION BETWEEN W/L & !SANITARY \� SEWER MUST BE PROVIDED. 1 4 _ BE PLACED IN �LAYERS ETHAN SUCCESSIVE UNIFORM NOT MORE 8 INCHES IN THICKNESS BEFORE COMPACTION COMPACTION OVER THDE ENTIRE ROADBED r 11 » 15 CL III RCP 27.00 LF _ AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 495 $ 14.$196 I I 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRIUCTING THE 495 15" CL ill RCP 26.25 LF TAPER & MODIFICATIONS TO BERKMAR DRIVE. NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 494.0)'0 5.52% 6. THE STORM SEWER PROPOSED IS VDOT STD. CORRUGATED TYPE S HDPE, HOWEVER THE CONTRACTOR MAY SELIECT A VDOT APPROVED MATERIAL IN LIEU OF THE HDPE FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 1W.22. 7. CONTRACTOR SHALL INSTALL VDOT STD. IS-& ON ALL DROP INLETS. OT TR -OJT 8• CONTRACTOR SHALL INSTALL VDOT STD. ST-1 ON ALL DROP INLETS 4' OR GREATER IN DEPTH. EW-1 9. CONTRACTOR SHALL. INSTALL VDOT STD. SL -z ON ALL DROP INLETS WITH DEPTHS GREATER THAN me. 4901 °_- 490 & 1 id (H) 1o. PIPE INSTALLATIONS SHALL BE IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. ? L CO 00 O 0 o O O 0 O M O 00 " cr6 W O) 00 O ) W O O O N - L 6 o6 S N 06 of of M N ; 00 CN Ui N W tl LO d 3 � o tt3 to to t( LO to 1T t[7 l0 to O f? 0+50 1+00 1 2+00 t 3+00 1 4+00 1 5+00 1 6+y/ 6+!::3 1Tt 4 1'1 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) r Iq n d- LO to l W I... T... LOSS (0 ro Intensity 4.00 (Intensity is 4 in/hr for spread, and 6,5 in /hr for capacity and depth) 0N b0 9 SCALE Intensity 4.00 (intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 ° w SHEET NO. v 7 Vv Z C a. P={ Inlet 1*drology Curb and Gutter o �l 3 Inlet ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC Inlet Inlet W Hydrology Hydrology v Curb and Gutter Curb and Gutter o Inlet MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 v 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 0 o a IT » o U o o d CL oe _ c d o > - �, rA rn 45 o 3 ° _ 0 N 2.14 o m m U _ iA » °: » 498.00 m �ii:�-____-- 3.25 V 15 45 -1 h- o g o o � m 5 rn rn X Q m 2 o v ° as 9 w - WE C 1 ° = w E M > �C U U Ci a 6 ( u1 'S Co cA h- w° - v F- a� left 0 .03 Q. 60 81 0.07 1 0.00 0.07 0.005 0.02 2.0 0.083 1 4.1500 2.83 0.99 ri ht 9 0.25 0.60 0.150 0.60 1 0.00 060 0.005 0.02 2.0 0.083 4.1500 6.27 0.82 N .aN- v m 125 w combined' Bow 0.67 0.67 1.02 0 3 O 0.10 0.213 4.87 STIR 12 6I-3C 6.0 P - for inlets draining o stormwater management facil" " facilities, the 6.51n/hr check storm well suffice f 9 e or the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLETS IN SUMP DESIGN C RB PRE ( U S AD AND INLET SPREAD AND DEPTH) r Iq n d- LO to l W I... T... LOSS (0 ro Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in/hr for capacity and depth) 0N b0 9 SCALE Intensity 4.00 (intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 ° w SHEET NO. v 7 Vv Z C a. P={ Inlet Hydrology Curb and Otter o �l 3 Inlet ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC Inlet Inlet W Hydrology Hydrology Curb and Gutter Curb and Gutter Inlet Inlet MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 0.03 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 CL o a IT 2 d m = `y m rA rn 45 o 3 ° _ 0 c 2.14 1.07 1.46 496.46 506.45 498.00 m �ii:�-____-- 3.25 V 15 45 0.7 c ° 3 m 6 p U d = m 16 0) X -1 ° s v d 45 m Iva 9 4B WE C 1 ° = M W E a > ; ¢ U v C 0 53 cri cn co cp N w -o a r a� left 1 0.03 0.60 0.018 0.07 1 0.00 0.07 0.00.5 0.02 2.0 0.083 4.1500 283 0.99 right g h 0.25 0.60 0150 0.60 0 .00 0.60 0.005 0.02 2.0 0. 083 4.1500 1 6.27 1 0.82 N .aN- v m 125 w STIR 12 DM 6.0 combined flaw 0.67 1.02 0 3 O m 0.10 0.213 4.8 7 P - for inlets draining to stormwater management facilities, the 6.5in /hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes haw been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) r Iq n d- LO to l W I... T... LOSS (0 ro HIM ELEV N II W ,N 0N b0 9 SCALE Intensity 4.00 (intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) a) ° w SHEET NO. v 7 Vv Z C a. P={ Mannin s Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 LLl o �l 3 1 ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC Inlet Inlet W Hydrology Hydrology Curb and Gutter Curb and Gutter Inlet Inlet MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 0.03 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 12.5 0.6 2 m m m 45 3.0 1.04 0 0 1.65 2.14 1.07 1.46 496.46 506.45 498.00 27.00 �ii:�-____-- 3.25 0.003 Q 45 0.7 � ®-���C�: VS, *s v . • t.� :� a .i 4B WE 1 0 H 6.9 23 0.7 0.26 101 0.52459 0 NIA 0.77 S 498.83 507.22 504.25 164.74 15 3.25 0.003 0.42 6.9 0.2 = 4 .' m N .aN- v m 125 w N y o 1.02 0 3 O m g 2.53 @ P 7.9 E m - > 6 1 �}x, 'U 1.7 4.4 7.3 Z' D N c co 0.72 C 2:- c O U ® 41.29 tQ 'O m 0.001 li + x .�.. 3 .U.. > rn C~ L O V -rU•. iC 301 N ��j••' N 11 N 3 0.06 114 0.11334 o 0.32 11G Y 518.69 523.93 519.02 U a W 0.000 m W 0.0 Q y -0 N g O a > a > r $ U U Ci Ci ir1 to CO 3 CIO Co 1- w ai t0 N J J w Ci Ci v K 2 313 20.0 1.11 0.90 0.999 4.00 0.00 1 4.00 0.035 0.02 2.0 0.083 4.1500 8.86 0.62 3.5120 0.1463 0.1107 18.59 1.08 1.00 4.00 0.00 - 6 6 313 12.0 0.31 0.65 0.202 0.81 0.00 1 0.81 0 -050 0.02 2.0 0.083 4.1500 4.55 0.90 3.5120 0.1463 0.1517 8.74 1.37 1.00 0.81 0.00 - 8 8 3B &0 QA7 0.90 0.063 0.25 0.00 0.25 0.050 0.02 2.0 0.083 4.1500 2.94 0.99 3.5120 0.1463 0.1649 5.10 1.57 1.00 0,25 0.00 - 10 10 313 6.0 0.10 0.90 0.090 0.36 0.00 0.36 0.03 0.02 2.0 0.083 4.1500 3.70 0.97 3.5120 0.1463 0.1619 5.14 1.17 1.00 0.36 0.00 - 14 14 36 10.0 0.04 0.90 0.036 0.14 0.00 0.14 0.023 0.02 2.0 0.083 4.1500 2.76 0.99 3.5120 0.1463 0.1649 3.20 3.13 3.13 0.45 0.00 - Existing Inlet Existing Inlet 3B 12.0 0.64 0.60 0.384 1.54 0.00 1.54 0.023 0.02 2.0 0.083 4.1500 1 6.70 0.79 3.5120 0.1463 0.1356 1 9.71 1.24 1.24 1 1.90 0.00 - - for inlets draining to stornmeter management facilities, where overland flowto facilities is not available, 100% capture is required at 6.5in /hr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) r Iq n d- LO to l W I... T... LOSS (0 ro HIM ELEV N II W ,N 0N b0 9 SCALE Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) '�' 'r' a) ° w SHEET NO. v 7 Vv Z C a. P={ Mannin s Coefficient, n is 0.013 o LLl o �l 3 1 ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC Inlet g W Hydrology Curb and Gutter 14 Inlet MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 0.03 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 12.5 0.6 2 m is 13.9 45 3.0 1.04 0 0 1.65 2.14 1.07 1.46 496.46 506.45 498.00 27.00 �ii:�-____-- 3.25 0.003 0.07 13.9 0.7 ®-���C�: VS, . • t.� :� a .i 4B 1 0 3.2 1 6.9 23 0.7 0.26 101 0.52459 VDOT STD. IS-1 REaD NIA 0.77 0.83 498.83 507.22 504.25 164.74 15 3.25 0.003 0.42 6.9 0.2 = 4 .' 7.9 N .aN- v 0.34 125 o N 1.20 N 0.60 1.02 505.27 cm ^ O m 15 2.53 m 0.43 7.9 0.2 - > 6 1 'U 1.7 4.4 7.3 Z' 0 N U 0.55 0.72 0.36 .ate.. c O U U 41.29 tQ 'O 1.66 0.001 > + w .�.. > Q .U.. �C¢Ql Q U xx ��j••' 1.4 N 4.5 0.2 0.06 114 0.11334 o 0.32 0.16 Y 518.69 523.93 519.02 U a W 0.000 m W 0.0 Q y -0 N g O a > -i 4 U Q U O' .Q Ci 53 cA X co 3 >s rn S w ►= 0 w ,o iR uo1 :!f 0.32 ui a a o 519.98 2 313 20.0 1.11 0.90 0.999 6.49 0.00 6.49 0.035 0.02 2.0 0.083 4.1500 10.63 0.53 3.5120 0.1463 0.0976 24.59 0.81 0.81 5.28 - 1.21 6 313 12.0 0.31 0.65 0.202 1.31 0.00 1.31 0.050 0.02 2.0 0.063 4.1500 5.46 0.86 3.5120 0.1463 0.1458 10.97 1.09 1.00 1.31 - - 8 36 8.0 0.07 0.90 0.063 0.41 0.00 0.41 0.050 0.02 2.0 0.083 4.1500 3.53 0.97 3.5120 0.1463 0.1619 6.32 1.26 1.00 0.41 - - 10 313 6.0 0.10 0.90 0.090 0.59 0.00 0.59 0.03 0.02 2.0 0.083 4.1500 4.44 0.93 3.5120 0.1463 0.1561 6.44 0.93 1.00 0.59 - - 14 313 10.0 0.04 0.60 0.024 0.16 0.00 0.16 0023 0.02 2.0 0.083 4.1500 2.84 0.99 3.5120 0.1463 0.1649 3.30 3.03 3.03 0.47 - - Existing Inlet 36 12.0 1 0.64 0.60 0.384 2.50 0.00 1 2.50 0..023 1 0.02 2.0 0.083 4.1500 8.04 0.69 3.5120 I 0.1463 0.1210 12.75 0.94 0.94 F2,35 - 0.15 Minor cant' -over to sag DI - Tor inlets aralning w storrmNater management facilnies, where overland flowto facilities is not available, 100% capture is required at 6.5in/hr STR. 3.4- STR. 4 SCALE: e- -! ' M &:e =5o'" STR:14 VDOT STD. DI -36 (L =10') STA. 0 +39.29 TP= 511.14 INV OUT: 507.20 TO 4 STR:4 VDOT STD. MH -1 STA. 2 +33.67 TP =511.93 515 INV IN: 506.87 TO 6 INV IN: 506.87 TO 14 INV OUT. 506.77 TO 4B i 510 1 1 1/ 1 1 1 1 1 510 505 1 50 15» CL III RCP 33.12 LF A 1.00X 500 1 1 1 1 1 500 U4 r Iq n d- LO to l W I... T... LOSS (0 ro HIM ELEV N II W ,N 0N b0 9 SCALE i? M Lo '�' 'r' a) ° w SHEET NO. v 7 Vv DRAINAGE DESCRIPTIONS r PIPE INFORMAIION ME 2W to l Q I... T... LOSS FINAL H INLET wATEH HFA[E ELE HIM ELEV N II W ,N IN 4 9 SCALE N6 LE M C I.9 "' ° SHEET NO. v 7 Vv Z C a. P={ (/) o LLl o �l 3 1 ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC � g W 14 MEM M-wrl'FITA. 0.00 NMI MINIM- 0.02 0.03 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 12.5 0.6 2 3.2 13.9 45 3.0 1.04 0 0 1.65 2.14 1.07 1.46 496.46 506.45 498.00 27.00 �ii:�-____-- 3.25 0.003 0.07 13.9 0.7 ®-���C�: . • t.� :� a .i 4B 1 3.2 1 6.9 23 0.7 0.26 101 0.52459 VDOT STD. IS-1 REaD NIA 0.77 0.83 498.83 507.22 504.25 164.74 15 3.25 0.003 0.42 6.9 0.2 4 Decinn Vent- 10 Proiect- CMA Tnh #• 147101 Pre..mried by FCM PF, INLET STATION OUTLET wArE E. -LEELE c Z 2W to l Q I... T... LOSS FINAL H INLET wATEH HFA[E ELE HIM ELEV N II W ,N IN 4 9 SCALE N6 LE M C I.9 "' ° SHEET NO. v 7 Vv Z C a. P={ (/) o LLl o �l 3 1 ILL c 507.87 33.12 1 15 0.24 10.000 U a o 0.00 2.5 0.0 a Z ° oC � g W 14 0.00 96 0 0.02 0.03 0.021 0.02 507.89 1 51114 495.00 26.25 15 7.88 0.015 0.39 12.5 0.6 2 3.2 13.9 45 3.0 1.04 0 0 1.65 2.14 1.07 1.46 496.46 506.45 498.00 27.00 15 3.25 0.003 0.07 13.9 0.7 4B 1 3.2 1 6.9 23 0.7 0.26 101 0.52459 1.53 NIA 0.77 0.83 498.83 507.22 504.25 164.74 15 3.25 0.003 0.42 6.9 0.2 4 2.5 7.9 20 1.0 0.34 125 0.67673 1.20 N/A 0.60 1.02 505.27 511.93 507.87 282.34 15 2.53 0.002 0.43 7.9 0.2 6 1 1.7 4.4 7.3 0.3 0.10 98 0.20761 0.55 0.72 0.36 0.79 508.66 521.65 518.50 41.29 15 1.66 0.001 0.03 4.4 1 0.1 8 1 1.4 3.2 4.5 0.2 0.06 114 0.11334 0.24 0.32 0.16 0.19 518.69 523.93 519.02 173.30 15 1.38 0.000 0.08 3.2 0.0 10 0.9 1 5.3 4.8 0.4 0.15 164 0.30331 0.50 0.64 0.32 0.40 519.42 524.20 519.98 44.83 15 0.90 0.000 0.01 5.3 0.1 12 0.00 98 0 10.1110.14 0.07 0.08 520.06 524.41 rr'r_ T °F� SCOTT R S COLIdN � I�ic. No. 035791t. Z I 1� O N Iin IIn IIn I 4 +V-1 O N -arli:<J N LL! \_J W L9 o Za X U pop, W N U E5 F ZW W JW J� Q 0 0 N u yIN� v GO o. Z a 44; z c Z w to l Q 0 U CL o_ N II W 142103 '0 o Uj ° SCALE ce o C Iin IIn IIn I 4 +V-1 O N -arli:<J N LL! \_J W L9 o Za X U pop, W N U E5 F ZW W JW J� Q 0 0 N u yIN� v GO o. Z a 44; r c v 0 Z U CL o_ ° W 142103 '0 o ° SCALE 1 " =5' (V) o C Vy ° SHEET NO. v 7 Vv Z C a. P={ (/) o LLl o �l 3 1 ILL c 0 N W U a o F1 CL L- a a Z ° oC � g W = h L � I -I A>1 U x Q) a� a) Uj v r c E 0 W U ate. t=is °v ID 30B NO. 142103 '0 o ° SCALE 1 " =5' (V) o 1-=50'(H) v SHEET NO. a 7 ° a� DRIVE AISLE & LINE OF SIGHT PLAN (SCALE I *=5W) X 1 411 rr VO %§q 0 KIM, 2 0 7-- XT q + 535 B KMAR DRIVE (ROUTE 203) 'few~ L)Fjv& DRIM m OF OEU ECT 0+ SMff MMAU -A — — — — — — — — — — — — — — — — — — -- p � 9 ►. eat,, '�i r� I�'�: 2 00 PROPOSI D PARKII IG LOTACCESS DRIVE 2 +00 2-HO —GRASS B lVo. 4 INO. 1 G#ASS BERN- S�MON 2 Ass�a' J x 0 + + R', 7b BERKPAR-DRZVE �04+00 "-SkGHT . . . . . . . . . . . . * &8N WTV f 535 0 15+ 0 7-- XT q + 535 B KMAR DRIVE (ROUTE 203) 'few~ L)Fjv& DRIM m OF OEU ECT 0+ SMff MMAU -A — — — — — — — — — — — — — — — — — — -- 535 535 _0CA'no m OF OEU ECT PROPOSI D PARKII IG LOTACCESS DRIVE AISLE M NIM(LOCATIC UM 3 W LINE C IF SIGHT YER, HER PTOT70 UiY.D 530 l!_81CLEARA14CE 530 '-00STING 525 GRADE "M 525 LO(ATION 0 F OBJECT (_RwrrOFOB FMj� 520 5201 BERKMAR DRIVE (ROIPTE 1.403) SIG F T DI TA CE 515 515 SCALE =S! (V) & 2' =so' (H) > c� 0 000 0 0 0 O0 0) Lq It Lo to -7 C14 00F F_ 0 0) 0) C14 14- C14 NN CA 00 w O0 PO 00 to 00 K) tt) cy; N 0) 04 00 cq Lo r': eq C14 0 (o N cq ff) (6 04 C_� N V) 04 04 0) oi Lr) (0 — to t6 LO Lo L6 Lo Lo ui Ln ►r) Wo Lo Lo Lr) to Lo to Lo Lo 0 Lo 0 Lo tf) Lo to Lf) 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 530 530 EMSTING GRADE —2. 0% 525 52 5 PRIOPOSED Qg CQL GRADE —4E)aSMN EDGE lTRAVEL LANE/ BIKE LANE 520 (ELEV.- SS) 520 515 515 510 510 MAIN P,,kRKI MG POT DRIVE AISL.E 505 505 1 SCAL E.:• -S! M &:e-50' (H) 1 "t C14 to . 0 04 m 't 0) 00 .0 0 .0 0 0 .0 a U') . 00 lqt ff? 0) CD (D to PO r� 0 N w 'q- 4 04 (N co N o6 C14 00 od c*q 00 N c6 clq 0) N 0; 04 CD N ai 0) C14 04 oi 04 to 04 ui c'j clq C14 Lo if) tri Lo 0 U') 0 t9 C9 EO U') 0 to Lo to Lo Lo to Lo U') Lo Lo U) U) U) to U) 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5015+75 °, PROPOSED PLANT SCHEDULE SYM BOTANICAL C CMA PROPERTIES, INC. PARCEL ID: 04500- 00- 00 -094B �-- D.B. 1465, PG. 169 0.84 ACRES o •,` TOTAL SITE CALCULATIONS: TOTAL SITE AREA LANDSCAPING NOTES: Q TREES AR I f RED MAPLE 21/2" Cal 452 2 3 /r84 ac 210,961 Sf CANOPY REQUIRED (xo96): o.484 ac. aa,o96 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE BETULA NIGRA RIVER BIRCH PROPOSED PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sQ TOTAL SITE QUANTITY % OF TOTAL TREESISHURBS COVERAGE (sQ TREES AR ACER RUBRUM RED MAPLE 21/2" Cal 452 2 3 904 BN BETULA NIGRA RIVER BIRCH 10' -12' ht. 397 12 17 4,764 PA PLATANUS ACERIFOLIA LONDON PLANETREE 21/2" cal. 422 8 11 3,376 UNDERSTORY TREES CF 1CORNLIS FLORIDA IDOGWOOD 6-7' ht. 124 3 4 372 MV I MAGNOLIA VIRGINIANA 1SWEETBAY MAGNOLIA 12 1/2" cal. 113 13 18 1,469 EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' IN ELLIE R STEVENS HOLLY 5' -7' ht. 1 44 1 16 22 704 MG I MAGNOLIA GRANDIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6-8' ht. 1 82 1 18 1 25 1,476 SHRUBS AB ABELIA GRAN DIFLORA GLOSSY ABELIA 24" ht. min 14 27 25 378 FG CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 24" ht. min 16 28 25 448 IC ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 28 25 392 IV ITEAViRGINICA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 18 " ht. min 64 27 25 1,728 TOTAL CANOPY 16,011 LIMITS OF FEN BE DETERMIN PROJECT EN SNOW n °! F T FENCING ..ORf3ECT METHODS ti FLEE FENC TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORM G D FENCE'. 3TIC FENCE County of Aihemarle Conservation Ptan Checklist — To be placed on Landuspe Plans (Handbook, pp UT- 284 - 111297 for complete specifications) 1: The following items shall be shown on the:olant >s l Trees to be saved; ® Limits ofelearing ('outside dripline of treesfo be saved),. Location and type of protective fencing; Grade changes requiring,tree wells or walls I proposed trenching or'ton ieling beyond the limits of clearing.. 2• Masido - All h aes robe saved shall be maimed with pint or nbbon at a height eleady- visible to equipment oper4m U No grading shall begin until the tree marking has been inspected and approved by County Inspector.. 3.e Canxtraciion Conference: Z1 Tree preservation and protection measures shall be-reviewed with the contractor on site. 4.. Equipment Operation and Storage: ZI 14eavy equipment, vehicular traffic and storage of constnxhon'matetials including soil shall not be peinritted.within the>driplines of trees to, besaved. S. Soil Erosion and Storntwater Detention Devices: Su& devices shall notadverselyaffect trees to be saved - 1 Fires are not. permitted within 100 feet ofthe driplineoftreesto be saved. 7. J'Wk ter is: 91 Toxic materials shall not be stored within 100 feet ofthe dripline of trees'to be saved. X. Protective Fencing Z1 'frees to be retained within 4b 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 Inspectorprior to grading or constuction. 9. Tree Wells: 23 When the ground level must be raised within the dripline of at= to be saved, a tree well shall be provided and ac(nstcuction detail submitted for approval. 10 Tree Walk- El When I the ground level must be lowered within the dt'ipline a ttea to be saved, a tree wall shall be provided; and. a construction detail submitted for approval;, 11. Trenching and Tminelinl; Z) When trenching is required within the limits of clearing, it" be done as far away from• the trunks 'of trees as possible. Tunneling under a large tree shall be considered m an alternalivo when it is anticipated that necessary trenching will destroy feedervoots. 12.. Cleanuu: ® Proiec:tive fencing shali be the last items i emaved dining the final cleffiv ip: 13. Damaged Tree ® Damaged shall be treated immediately by pinning, fertilization or, other methods recommended by a tree speciatiist NOTE: IT IS T b 'vE'LOPEWS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSIRRVATION REQUIREMENTS. 6/17/15 ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE - HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS f J \ PROPOSED TREE CANOPY: o.368 ac, x6,ou sf EXISTING TREE CANOPY MUSK. 5,42SSf AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SCOTT R. COLLINS'� (PROPOSED TO REMAIN) SUPPORT THE OVERALL HEALTH OF THE PLANT. O �Z ✓J / f \ I _ TOTAL TREE CANOPY PROVIDED- o.493 ac. A436sf 2. TREE PROTECTION SHALL BE INSTALLED FOR ALL TREES U LAC. No. 035791 PROPOSED TO REMAIN IN ACCORDANCE WITH THE DETAIL��� TOTAL PARKING LOT TREES REQUIRED: ON THIS SHEET. TREES PROPOSED TO REMAIN ARE NOTED J - (1 LARGE OR MEDIUM TREE 10 SPACES) ON THIS SHEET AND GRADING SHALL NOT OCCUR IN THE sj WAL � PARKING LOT TREES REQUIRED: 22 DRIP LINES OF THE TREES TO BE PRESERVED. PARKING LOT TREES PROPOSED: 21 3. SEE SHEET 6 FOR ADDITIONAL LANDSCAPING DETAILS. PROPOSED PAVED CIRCULATION AREA: 600 SF T' APPROXIMATE CENTERLINE / J J _ \ ~ - 3y, av LOCATION OF EXISTING 20 \ FZ��E f J - �` 596 INTERIOR PLANTING AREA REQUIRED: x,730 SF SEWER & WATER EASEMENT a -� INTERIOR PLANTING AREA PROVIDED: 6 SF DB 1067, PG 396 I `~ c, o� BEARW60D PRPARR�LSD C 50: �± - -00 -10500 aC //04500 D.B. r70, PG. 119 a r i / / fj I/ err f f APPROXIMATE Cie / v d LOC TION OF 10 / O �DRAIN�GE EASEMENT "- x o jj 1 z z rf / (DB 1038, PG 54) / O gi U ' 1 EXISTING 30' -'' I \ ° ; /f / ` / J / '� , �'` / / a W ~ EASEMENT �R f I - - 1 MV /�� d / / / / // dr f ` ° / / r/ U . ; (� / ja o /'A41RCEL LC / w = J ors 904, PG 627 { /d �` ¢ f ` / o ' ' ID: Q !n to 04500 -00 -00 -10100 / z Z TO, LLC D /B. 2130, PG. 30 / 0 0z W t7 / ` - _ ` d / d �' ,,, /. P CEL ID: \ I I H Z Z g 1 l / f -___ _ °� / / f / / �,, / _ . % 0 0 -00 -101 Bo I �- z D. 2130, PG. 30 \PA r W = a Uj IL 4, UJI ex / I AUTO, l C :•°:� :•••• = �°'� { I / ►n In err Q ' •• '• ;� /. / J J PARCEL /ID: ID: .-i ,-� AEW SCT RIO HILL, LI C •: 04500-00-90-10000 PARCEL ID: / / a r ,� / / % • J D.B. 2130 PG. 30 0 CM 04500- 00- 00 -094A0 (15) MG / � f i l .o � tr D.B. 3295 PG. 731 :'�' •. : ! , , ! . . n.•'- • - �,.:``'`�- Z •, l -tee- f , f 0 / � 4 1 •Y .a w •. a J :f'• : ', -' ' •.,:::'• '.�-�• ' VSMPIPLAN , UNDER J 1 / <,;� :;• • . / :�.'• SEA 1 / ! /6 S ARAT REVI �FORI E N N R NTI _ O J o -, • / f I I 4 { , EL G r 'Z�• ' .FV : . i / s AR 4 1 I 2 1 l f �Y J � I ® • t . TWO EXISTING TREES GREATER ' %•' THAN � f J ( • 6 '7 g e / ' 'w • . :.r �' f e •x• F w s , / J LAN DSCAP ING BUFFER TO R MAIN. TW O I / / M 6 CALL P ER WITHIN TH E PROPOSED id ✓ r ; . i. 2 EXISTING TREES T BE SAVED ,.•- •y . •'r°`"- . ; () ® SA SHALL \ _ 2 i ,r -- -- _.: • •',r'• '. I BE SURROUNDED BY PROTECTION. d r . C3� d. 'r I t 1 I PR POS N d A r- O D TREE _ 1 .f i • Y . { `0 4 PR OT N i t i t S,e f / ✓ :% r ,'' =7' • i I / d I l `1 / I a 6 1 { I C / l ♦ I 1N / e l I / I / I % 1 J r I I ---J I ' / ./ f J s _ �•��• • 'pA e 3 1 1 1 f 2 BN 0 N JOHN TH O MA n I 1 O / ESTATE e / / >r e l / a e _ / /% / � i PARCEL ID: � f e N a © e r z e e s I / 04500 -1 c e l i 00 00 OAO e� r r D a 1 %• ' �' •'.`' • W.B. 109, PG. 185 t f PG/ 0) e:. l / e e o . / / e '!• J I N f r / N CL i I e P e v ✓ f e i e I 1 I I r , { i t r ` e / I i 1 i' 4 a / / ,,� '•'r'• ' : , � a A: -'}=0 � , ,�- PROPOSED ao LANDSCAPING BUFFER TO BE INSTALLED WRH PHASE rs r' • :- t= •Ott.'• : °. •• ' . •,.:-.. I _ •,• '.1 0 f — DEVEL DEVELOPMENT. I O NT. LAN ✓ r LANDSCAPING D ALONG THIS R — CAP G ES N O G 5 SOUTHE NPROPERTY LINE / / ,59z / ✓ MV. / �,' ' r. : :.' ;' : t : '..' '• '. ,f I % SHALL BE INSTALLED AS PART OFTHE PHASE I DEVELOPMENT TO SCREEN THE LU 1 I - ! / o �� '• : '. '. �; •,'. 1 rJ�-.i� I STORMWATER MANAGEMENT FACILITY FROM THE ENTRANCE CORRIDOR. J / o J r e I / as a® m •® wor s ra t r •aer 'em a nano , as • m •, sm• r ®• J(J J / .� ,OI� ,.v a r,p rra m ran aa•aa® 4 'mu •a mr '® f� eon ®• n ae m ee•ene+ •aem a e • I f 1 I / i7 \f '.:' '• ®� \ NOITE: A MINIMUM OF W F �. i i �� J l �l / j / / z a `o/r, /j ''/ . ' ` \ ♦ 0 HOiRiZOtTAL SEPARATION IS ; 1 5� f i 1 / f J / j / REQUIRED BETWEEN THIf Q. i . "� �- ®.:' '• : ' : :: :': :: ' EXISSTING I�WSA WATER i1AIN �R + r� ° * 1 1, l 1 / l f I GREEN, CLARENCE WILLIAM I / / F (� rim / ,,� -• ®• ' '. • % � AMID ANY EES. �__ 1` --- -c-___ -� I i J 1 / / 0450 X00- 00 -1ooBO IE—'1 z " . A W.B 123, PG. 395 1 I / / o —52 CO NTRACT PURCHASER SIGNATURE TTRE MATE) •1. >r a.•" r. • Peg 516 EASTIN D IN LLJ °� ! 5 � / / I � U o THE PD GRADI (JSCREENING BERM SH�� HAVE A SHALL E REMOVED. (TYP.) �r. ti I CL GRASS GROUND COs — ,i �\t ` r (°� / f �%� \ / I / 1 I'�'"� ? a ? a s a 1 Z ss I 1 j••'.•''•••- '•'':'•';� j ° / ? a ? tA�' as a ✓p' ya a �� a ?a T a1?a i ' ?� ? a? a � '� (`�) s � ✓ .✓ , EXIST "��I LOC/ATED WITHIN / a s a ? ? y a ? y ? ? ? y a s a a a a $ a y \? ? a ? ? * t EXISTING 15 _DRAINAGE i I / (,JJ j •'CHE FENCED TREf'PROTEcnON / f ? ? ? ? ? a ? ? ? ? \? I a t ? ? ? ` ( `s0 w r - EASEMENT ,. I / \ / / W r :: : '� : ,''•'• : AREAJt1NDISTURB BUFFER SHALL / ? j ? ?' ? ? ? a , I * ? ° ? ? ? a , ? ? ? ? ? ? 4 BN / ,^ DB 1473, PG 547 / / / / o v ' ss REMAIi)Ii(TYP'.) / 3 ? , ? e ? ? a a b a ; ? ? a , a ?I� ? a ? ? a ?' 3? } 3 ' a s A ? a 1 \ ,' ''DINT- TON , / i : �r / ? ,• a .y ? a � q ? a z ? '� �� ? a � ,� a i ? a ,y ? a i a �, 3 a � ? PARCEL ID: 9y ? ' ? : \$ ? ? a PROPOSED#EE 1 .� �, TS• .;- \` - .,�- 04500- 00 -00-k0 C0 PIl31�ERTIFS, INC., ? ? d' / / a ? ? ? ? a s ? / ' ? ? ? ? a a a? + ? ? a �a' ? '" ? a a ? a a { a �� ,a ? _w+• _ a ? ? ? ?/ ? TIONXYP.) / D.B. 3651,'SG. 62 PROTEC PARCEL AD. -DQ -00 =173 z W W 611, Pb.-6 a ? a 3 a Of ? ACRES; a ,, %..' _ 0 �.. ''•' a ?? �? ?� , rr'? �? ? ?? a ?? ? �� ?/ ,; . ? ? ? ? ate'', ? ? TING%LO SA'NITA�Y k �f _ — — \ / ° / I z ? ? ? ? a a ? ? , •',• '.•' a oa a ? a ? ? ' ? $ a a '� ? a a ?a ? ?/ a? a ? a a a a a a ? ? R�SMT,- ° / i V J, ' ✓ s \ t �' / ,. / w .\ 7 ti :•""a '' •'• • :.' , .'' l / ? d a a a a ' a ? a ? ? ? a ? a ? a a T? a a ? a 'T, ? a ' ? a > 3 (,� a ? a ? ? '• ? a a ? J'a D�f °i 12p, PG/ 681 ,, / / e _• — _ __ — _ I\- .: . ; •• ? ? a ? a ; a ? ? ? ? ? ? a (i`�,�- a e a ? a ? ? a / ? a ? ? A > ?!" 3 ? a a a ? ? j a a ? a ,✓ „�` /,,,'- / l / �' ,y `0 \ \ ✓ / _i � F- _ — - - - - - _ — _ ° J I O :`.', :'•'..' ::'. �c3` ' ? ? ' a ? a a a a a ? ' a a of ? a ? ? ? a •? I G PCO / / y d I 0 ,�,ttf ' ate\ e a ? # J? a a ? a a $ ? $ a V' a a' a a e`y a 3 a ? ? A •�,° e M tu��CS ff'16 0 / / 4 �•'r � „__. ,.......�.• — .— ..._.. ..�- \ W O ( — ^�\ '_.._.._._,. a+,. \ .............._..r J : ® 1 ® ` r 1 e rJ' . ,,•' f I . ( f ✓' \ s � ,\ r / / 'r" '-° — _ — \ \ _._\ ._ � ' \••�' \ � y v CL CL PA O 2?3) s ( 2 Q NG VPCO ` E T. (DB 1414,/ �{ �jt/ \ '' \ '��` \ W � � r'' \ EXISTING 20' DRAINAGE O � EASEMENT / G% v n \ \ DB 1329, PG 91 / N W r ,, / }J 1 i U rte,°-- 51�,✓� % —I" !'— / I °'" -•-., ..ti � "<' ""• 11.1 7 LO J �� 1,9 ty" � `v \ °° � JOB NO. 1 PHI LE 142103 0 - - - \ \ ao o t so /1 too SCALE ° 1 " =30` a •a Ii LL SHEET NO. - .j' •Y:' 'k 'i4•r t .r a `y'�•i'• .•y ' -,r °W = 3 v � 1 � ft. t` in h 30 i m t v ° LIGHT OUTPUT -XGSM O -A'"}���` LED AREA LIGHTS - (XGBM) aao aramrImc aacxxoaaar StyrPx epaNd 057 57,426,458 and 0 riasH2011161 Me M. Pmaag Iw' SMARTTEC- THERMAL CONTROL - LSI drivers feature Integral seisoru4tich reduces law drive current when ambiertiemperatures exceed rated temperature. 16569 OCCUPANCY SENSING (IMS) - Optional integral passive infrared motion, Sensoractvates S SS svid+,M rig of lorl"re light levels. High level NgM is ec6veaed and mGmased to full bright 1121, in 1,2 seconds upon detection of motion. Low Ii hl level (30% maximum drive current) 23[90 isadnated when target zone is absent of motion aft* for -2 minutes and ramps .. down- (10 -15 seconds) to tow level to allow eyes time to adjust. Sensor s located on the - frond of optical assembly and rotates with III optic. Sered roptic has a detection cone of 31819 approxmiately 457. Examples of detection - occurs 30' out from a30' zoo tnfing height LSVr pots; occurs 20' out from a 20' mourdeng height pale. 112W ENERGY SAVING CONTROL OPTIONS - DIM - 0 -10 veh d'miming enabled with controls 13470 by others. OLS - Bi4evel Switching Drapmdsto external line voltage algnalimne separate Bell decal dti0illg - 120 -27N coMrollr w senator (by others), with low light level decreased to 30 % maximum -. drive Currern. M LIGHTING FAf'FS EXPECTED LIFE - Mimmum 60,000 hours to 100,000 hours depending upon the ambiam Oeperovent ofTWO as veribel Teprese"we'lrodriattest temperature of the installation location. See LSI web site for specific glsdance- data and rmults1naaerbum with its Llghlua FeetaProlimn. Vuaawvlig6Fulgfads.um let spe culabigSlnngs• LEDS- Sel edhigh- brigMnessLENInCarlWhile (5000NorNeutralWhite(4000K)color LIGHT OUTPUT -XGSM creates an IP67 rated, sealed aptilbal unit (Includes pressure slabillaing; breadher). Oplical 7xm4 LRmexiNanlwi ApoB x TxaF� StyrPx WHIT IT Iw' me law 15021 16569 1 440 S SS 20180 1121, EP7C0 23[90 197 HU 26750 2540) 24070 31819 30U LSVr 14450 112W 12229_ 13470 133 e SS 100 15110 17230 18750 188 xo 22244 20551 23510 25410 389 tempeWure, 70 CHI, OISTHIBUTIOWPERFORMANCE -Types 3, 5, FT and FFA w0abie -field rotatable, reteetors. HOUSING - Square, die - formed aluminum. Poly enclosed weathert{ght honshg contains factury prewired drivers and field connections. TOP- ACCESS COVER - Gasketed, tethered fop -access cover provides ease of installation and allaws for easy driver access. Four captive stainless -steel fasteners secure the top- accessooverto the housing. OPTICAL UNIT - Clear tempered optical grade flat glass lens sealed to atumbro n housing LES crim FWtot epummxaomwNaeayP.- creates an IP67 rated, sealed aptilbal unit (Includes pressure slabillaing; breadher). Oplical x URI can be easdyfield rotated in 900 increments. Directional arrow on optics allows M.2ap"(Mmm)OL.x4a74- {t2tm)T . m 2- ys0 ali91mierd will out the unit being energimd. FU- Gmxnar r :MOUNTING - 2 -1 P2' x 5-378' x 17' extruded aluminum arm mounting bracket shipped p� standard. Use with 5" fradRaial drilling patent. Hound Pole Plate (RPP2) required for x Tamyrdag to T -5" round poles. (See Aucessory Ordering In fommtim dart) x ELECTRICAL - Two -stage surge protection (including separate surge protection built into X electronic diner) meets IEEE 062412- 2002, Location Category C. Available will Universal f't^'✓I+', voltage power supply 12O -277VAG (LIE - SOMHz output), and 347ABOVAC. x DRIVERS - Available in Low Wet (UN), Super Saver (SS) and High Out" (HO) drive 22 eui7errs (Drina eurrerds are factory programmed). Components are fully encased in x PlAlft material for moisture resistance, Driver camp Les with FCC 47 CFR part 15 RFI7EMI ashes. Galvanized anchor bob amoptoral Anchor bob conform to ASTM P 1 5549772 Standard. pea OPERATING TEMPERATURE- -00°C to+5=(-40°Fto 11 N ms TpmiaM N ed,nsa4 FINISH - Fixtures are fm"shed with LSI's DuraG60 polyester Powder cog fi�hiN Process. d�gPl4memamRTmNrybry4xsp4daa r4goi74mwU. The DuraGrip finish wMnstands extreme weather charges without cracking or peeling. FC t CE/,�pv� �,aa DECAL STRIPING - LSI offers optional color- coordinated deals N 9 standard colors to tawMdp accent the Mom. Deals are guaranteed for five years against peeling, cracking, or taft. laffl p; IP67 WARRANTY - LSI LED fixtures carry a limited &year wanamy. 191R'o7.63!1'Ik 1e'8•s4.r1 Ut PHDTT)ME Cg- Please visit our web site atwwwtsFindustriesmm fordetailed Radres<«mbYwmusl d136.312naamktNgy4a,rso.ixarrro r;w a Erma- Lirit•Iawhkvi96lmnea4: photpmstTicdata. 35' SHIPPING WEIGHT (IN CARTON) - Fatore- 44.516s120kg) Arm- 5lIS&(2kg)aym N ,r-1 LISTING - UL Rated to U,S. and Canadian sdety standards. Suable for wet locations. For 4809 a.RStadthe specific products in this series that are DLC licted, please consult Re LED 1 1 Lghthg section of our website or the Design Ligfds webs:4e at mavelesignUghtsorg. + Cut C4 r4 �msd ProNdNalne r F.TuRa Type _J 05)14ns i,`af41, f ® IES M5 LSI INDUSTRIES . STEEL SQUARE POLES DIMENSIONS POLE SHAFT- Pole shall IS elecho -mile d ASTWMM Grade C Start! falling with minimum yield x stn oof50 ,000 psi OnTew Mount steel poles. teno is2-3. DD. 16ghshegtlipipe, M.2ap"(Mmm)OL.x4a74- {t2tm)T . m 2- ys0 Term s4W' inlangth . Straight polesare 4',S", and rsquaw. FU- Gmxnar r x p� NANO - HOLE- Standard hand -bole polesh 22ard areh7vaa3'x ha:ea2"xd'nal- x a�aIG x rnimumdelddfide. BASE bbasei ASTM.5hmterpabs SASE - Fob Lase sASTM•A30 foF'aRad smel Plate vrth a minimumyieM sbenptii of 36,000 W. X x f't^'✓I+', Two -piece square base rover is optional, x i2Yarx3lkmrj 22 ANCHOR BOLTS - Poles ate furnished wfYi anchor bob fiedun gzar -plated double rids and x 14 • ®T0e .Brat ashes. Galvanized anchor bob amoptoral Anchor bob conform to ASTM P 1 5549772 w J pea =.1iLrMta)♦' Grade 55 with a minimum yield strength of 55,000 Psi. rrlrtbrlri x x •(1h,—Ixati -wd 4e 1212 to tte dal: and "dS A Idea: 9sadud SFana DF PPNprotme nsara lasted 3Nei Ue htIR HUpPdehorn 0Hbase,vams stheroiu%- d. SHIPPING WEIGHTS- SUN Square Put.. -0Yie1 )u 11 ay acv ?Wtsll. GROUND LUG - Ground IM is standard '11 274.) -. 11 q,hW edev aG) sJt tawMdp - DWLEX RECEPTACLE - Hka1runfroofdu*x rmptub is optional. I� "IItirS'• li' 7( OTB !•�'Ii�ilili6i���tFFPTff�ii[r1 191R'o7.63!1'Ik 1e'8•s4.r1 Ut Xe xaac GROUND FAULT" ' IHA UPIER-GrowdfaistcaciNti,ltetmPUr"soNioml- a = -u,'l aua 2t_ =AMeal¢ 19M PIAa:xH(Sarb UlW Ori AWAAWLW&kg 35' (Mu,, xJyeaie N ,r-1 aN Atls hsit6tN14ewNNom er bxp.dma 4809 ,f -Hard TIT To Otef ck 9d -UUS MebIA; iaatg wt JIM U- 9 x et'vd 1 1 FINISHES - Each pole isfaished wiUn Durero, LSI's baked -on polyester- powder + Cut C4 r4 �msd w ' r tinishilg proa'ss wtdc9Teladrm'talialy applies arldtiszsa polyesterprnvderlothe 4 / / r`. •, I GR EN, JOHN THOMA /3f / /L„1.' pole. Provides an extremely smooth and uniform fir" to withstand cdrame, weather _ I s cteriges without clacking a peeling, and features a five-year longedYrdnardy, Optional � e X%= DuraOrip;'Plsfeaturestheaddedprotectionofa3.0to5.Omiitirlekiessofpoyesier- =1 PrH•Wan !4 ale sa powdern1.pks an inter mating, as well as a seven T limited warranty. DETERMINING THE LUMINAW.UOLE COMBINATION FOR YOUR APPLICATION: E('ACHW. -X802 45011 ache Salad lum mire from lunmeim orderi+g bdormation ® Famed. • Select bracket configuration I required Swgb 2.a lq adm • Determine EPAva luefrom fuminairabmairel EPA chart Pot 'C Px dEOV 2111, • Select pole height DRILLING • Select MPH to march rmid spud a Be appRuationarea (See windrDeed map). EkSPAIM' -CL -. w�l ldoil Pak i IIG FK2n3M f :n;�i34M FK54?� • Conf rm pale EPA equal to or exceeximg value from role above NaM • Gnfsult factory for special wind kind requirements and tematrbrackets LOCATIONS 9tle.C° 5:N"O'- 0 -Rift gins "A' PbaFaadaSih) aides A 8 C 0 S b a x I q "I •__, W-7 FU- Gmxnar r x x p=a7" x a�aIG x 790• X x x Tai %0• x i2Yarx3lkmrj 22 Oe0' x x k X w J [rcm =.1iLrMta)♦' t'76Wit4N MPAV M6ti@iGSI'aw' rrlrtbrlri x x •(1h,—Ixati -wd 4e 1212 to tte dal: and "dS A Idea: 9sadud SFana DF PPNprotme nsara lasted 3Nei Ue htIR HUpPdehorn 0Hbase,vams stheroiu%- d. SHIPPING WEIGHTS- SUN Square Put.. -0Yie1 )u 11 ay acv ?Wtsll. 4Tic2ra).c Olq ha0.x;dAapa U,Amlt '11 274.) -. 11 q,hW edev aG) sJt .oyiS,, tap ae> 125)tsft cYt2x) m7au�x.,anaev 154atsyl. RRTxael 3,r x2et:laam:;>axal Sms.; ?p)S9 rrarr:n�if•xT9"T2<rtmzalmxi) 91X.1' +tartar N L. itk9it 4 1 ,. I q "I •__, -,414th WNHaseaHml aTttrr §x�r 9el',,D wt Pat. 144. IHa atamHNJlai fPl:Dn[1at•. Pnd- PwanfpWn)am Femrrs FU- Gmxnar r ----gym 1& (49x4 f4aYz)NpIPO PXm- Nm4lfiebPdixs fG7� i40Y DJUniaeflwga! a�aIG 4401 -r RedatldnNrCpadae ---• 'S: -TAK11 E�Iflfl��f rd S'. T4aalie"Phot y1TRP_yg4p 117480 !'3LPi4:LUS>�LIIf[�. i2Yarx3lkmrj 22 tea' J- t>• iL3�i'ik�ipFliGA7ibli i;; s >•��..��if�•���yy��f�xLirsD�Yi[`.��',. U- T-11"leal '4V14- 5a0Ytlm' 8'X5- 6i4rotMIS/dm PG247 -2405 xJat Tae RlPbui �•' ..... ' 691184- s "7rx4ti01H1 dnIDrg pelNm (8irm; [rcm =.1iLrMta)♦' t'76Wit4N MPAV M6ti@iGSI'aw' a'Xidtft. 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ProleTa{, - INNnPoe Tap a = -u,'l aua 2t_ =AMeal¢ 19M PIAa:xH(Sarb UlW Ori AWAAWLW&kg 35' (Mu,, xJyeaie N ,r-1 aN Atls hsit6tN14ewNNom er bxp.dma 4809 ,f -Hard TIT To Otef ck 9d -UUS MebIA; iaatg wt JIM U- 9 x et'vd + Cut C4 r4 •s,rpisegsti6tl. w ' r WwmtlwsSal4app 4 / / r`. •, I GR EN, JOHN THOMA /3f / 4bmld"ip %rfags -keub x-e-0 3 � 11101 nNfikSnE1n1M � E7fr•TS N -Taxi M..t _ ale sa LUNIKAIRE E('ACHW. -X802 45011 ACCESSORY OROMIW INFORMATION` mceet,9net4n nPN rcJalwea) ® MIMI DmedptlM OIWrlsedau DaaE'Whm Dowxumar Swgb 2.a 2.4 E'�Et h� Pot 'C Px dEOV 2111, illlt�� 7�trE�E�Y�{TtT�,�J�'us�FaFG�7t�-ar�1•I 4.1 EkSPAIM' -CL -. w�l ldoil Pak i IIG FK2n3M f :n;�i34M FK54?� DP3` NaM 4.7 Ek4B0_PA4CL3 P.Wsam" IsseReA PmkL'teC NJ P<ax.rkmxOr `5vsa ;f87 'tAr 2'B 7.2 ix.KN& --0.'Ia U:rw34t Hffl al raMaranaee Xivt 144t91CLi WI%'?abw 4:N>WN?,W Nffafpyel:�Ptam S4TJ;'9GW P4TC&,T/ :rNPfoti6awa0wiwci Sash 61AY:?:La rFRP`.M= tsYq(SPVj =125 %L03r3C- 4�YProNlkurd0[: :a 5.W2c9:lA; °7Pm 1Ya.ited 7.77 1,0071tionat �` B.B adcsb Wla.(< iti217 PAY tewlFwt$l:id PA.CmI!JelFaAwy Yliop:xn }nm,gaustbei btiinireYendaYcbixis 22nd SliNiaa' t7i 4801 NEW ®® 141 itr artl .'.t4t•grxmrf4fiyT=:T,Te'�i1' i.Z43f�1•i[����EYLN�)�liL7�f� .It3nID1•i'i ��il® i:�ikB�tFIDi•�F[lEii[kk•'Se>E ®e�'i•�II�NiII 7L�lI>• I�ifE3��E�Ot!'�6IEEI'!u}�ZiO ARRA — �C.'" al»aww: a la Armsa7°7,11, tom" FwTaULtimTTxt nwap,tser«px.xnwase Am. {tiaa a�,4awRimmY. Ammle• laolpdNags Forst two I m119i15 IBBilau11109 ^v?0 Cafyeg a 5 tSl INPUS)RiC51Nr. a Sl LED AREA LIGHTS - (XGBM) IIra Lifth`i maa � eloor LUMIMAIRE OROERNNG INFORMATION IvPxPLON:IRfYANtiL X68M 5 LED NO CW UE WHT VCM ES WBex Dbhlautimr Pam �• Nf Mpd YPhpp Reba oo*tvoaftr Opikaai Semalllpia4nt }GM1y F7 ixm im.. FOtw,rd Thorn LM Iw ow Tr ,DU Sea- c a - I xwatiar M4 flea dwhh :ik- w4ik't, -,414th WNHaseaHml aTttrr §x�r 9el',,D wt Pat. 144. IHa atamHNJlai fPl:Dn[1at•. Pnd- PwanfpWn)am Femrrs FU- Gmxnar r ----gym 1& (49x4 f4aYz)NpIPO PXm- Nm4lfiebPdixs fG7� i40Y DJUniaeflwga! a�aIG 4401 -r RedatldnNrCpadae ---• 'S: -TAK11 iiiar tda rd S'. T4aalie"Phot y1TRP_yg4p 117480 'LP -Pbbtm 9w-w FG240 eraVx i2Yarx3lkmrj 22 Tglr Tree SYpe -,iah Jamx4pipn U- T-11"leal '4V14- 5a0Ytlm' 8'X5- 6i4rotMIS/dm PG247 -2405 xJat Tae RlPbui �•' ..... ' 691184- s "7rx4ti01H1 dnIDrg pelNm (8irm; 24 26, 11,1126° -740e 090' Oahe t'76Wit4N MPAV M6ti@iGSI'aw' a'Xidtft. M6vE rel2rr 34MR rnli.11 MNH FG917.34:M 91Xt T•Je r4mlocci • By 4 W 4.50 6aV 28' nrr 35' 0" -Owd Y2 mm) (1-2.a, 01 ,at aeeaappaamra tr 9uawft ypme' SdAmfAren CIII Pa14T40 Mad -lumn PT- P.I.TaPMauG 191R'o7.63!1'Ik 1e'8•s4.r1 Ut Ar4ew aM OFpsN rregmmiHp asp I-d" •G .". ProleTa{, - INNnPoe Tap a = -u,'l aua 2t_ =AMeal¢ 19M PIAa:xH(Sarb UlW Ori AWAAWLW&kg 35' (Mu,, xJyeaie N ,r-1 aN Atls hsit6tN14ewNNom er bxp.dma 4809 ,f -Hard TIT To Otef ck 9d -UUS MebIA; iaatg wt JIM U- 9 x et'vd + Cut C4 r4 •s,rpisegsti6tl. w ' -Da k Gl3p 41 -L4k iYe 4afm axkme,00) WwmtlwsSal4app 4 / / r`. •, I GR EN, JOHN THOMA /3f / 4bmld"ip %rfags -keub x-e-0 3 Temall t- S.KI-A.4xsyside " s` x -mih ,4cn:aamakl -91IM rte- AmSNff 125 -'r7YJ xAh:Nsmlemv[Nagej N -Taxi M..t Nrtmmandtoel,rxitek khes ale sa LUNIKAIRE E('ACHW. -X802 45011 ACCESSORY OROMIW INFORMATION` mceet,9net4n nPN rcJalwea) B'm/mH 74'9aHr1 swx DmedptlM OIWrlsedau DaaE'Whm Dowxumar Swgb 2.a 2.4 N(aa -iG, Flo Ft Bke Srbk POLY[ /L nh2594g IXxpm.�Sae(2aB 'r4TN1 rffxhi8g40 Pot 'C Px dEOV 2111, •'f 0144` 4.7 4.1 EkSPAIM' -CL -. w�l ldoil Pak i IIG FK2n3M f :n;�i34M FK54?� DP3` NaM 4.7 Ek4B0_PA4CL3 P.Wsam" IsseReA PmkL'teC NJ P<ax.rkmxOr `5vsa ;f87 'tAr 2'B 7.2 ix.KN& --0.'Ia U:rw34t Hffl al raMaranaee Xivt 144t91CLi WI%'?abw 4:N>WN?,W Nffafpyel:�Ptam S4TJ;'9GW P4TC&,T/ :rNPfoti6awa0wiwci Sash 61AY:?:La rFRP`.M= tsYq(SPVj =125 %L03r3C- 4�YProNlkurd0[: :a 5.W2c9:lA; °7Pm 1Ya.ited 7.77 1,0071tionat �` B.B adcsb Wla.(< 1- uxna,olaserd aa,exau„ eruwektsammnu,t«u :,seemrm :uo�r. 2- flepa'�aSreNV,ayii m]apaMm4th xblttrrynlxaMA6LSr )- NaraSMSneateaan<tlgxe.PA. e»Em'alrtq PAY tewlFwt$l:id PA.CmI!JelFaAwy Yliop:xn }nm,gaustbei btiinireYendaYcbixis n ua oomcan.wn eaxe.,te- r'o :nmat, rift «IYS tip on cr<w cam • > Htl tbePEhbeYN:MaertYl'oenTpt, L4e«bLF%tixort DIMENSIONS 24- M.061emm) -H — 0^ �I ((9g5mH) &NP ! N7md IXnmat -► Tae' } Fps.) r OPMMITA —1 : It6Ne1 314116" (M mm) iE 6716° {a3v mm) Hor'ellidel Shield joindb2" n44 se f i$ PlejeHName Than Type 05n4716 INrkmmtei D'?015 natalogi lSi itlDUSiRi:S iMC. STEEL SQUARE POLES POLE ORDERING INFORMATION IYFICALORDER E;4tdME: 5SO05 S07G 24 S PLP SF DGPP PNe xxwar RHAIR Ma�mt4ay oae: 477.4.4 BmkrAry4mm- SeepdsiBtedpnOHds 7 '.:' 14 S 414k1PLiaael 4 -SA TJVP FNI fit- feNMy7tlAnrAtrlasae Wrptet"saMidDxematch. - 1& (HBD''tMa!ijc � 4-SET SLAG -84fa' • ; SF- SbgNR0o43 4401 -r RedatldnNrCpadae frttiAOalna.emrsaie .. iiiar tda rd S'. T4aalie"Phot y1TRP_yg4p 11- liaiM•Dm4t OGP -De egad FY n .^laa4tmIS Wg i2Yarx3lkmrj 22 Tglr Tree SYpe -,iah Jamx4pipn tAn I,ttxAnrhornaVs ..... 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ProleTa{, - INNnPoe Tap (fir xiAn n) 35' (Mu,, xJyeaie N ,r-1 aN Atls hsit6tN14ewNNom er bxp.dma 4809 + Cut C4 r4 •s,rpisegsti6tl. w ' �' d1 d- ," a' WwmtlwsSal4app 4 / / r`. •, I GR EN, JOHN THOMA /3f / 4bmld"ip %rfags Temall t- S.KI-A.4xsyside N -Taxi M..t Nrtmmandtoel,rxitek khes (9aMSd r•non:meie2- :va'nn) 45011 swx ON rw° NaM A41S &14IpfPp1!Car6-Uareangr. •A(AMW IRK419' • Inux4lsFa eXAxS,sF 22nd SliNiaa' 4801 Pa7AOtEa 7 `,ASR �Lj'Ng arxkes Wirm eM Xa:eMAfN A'm ngta,g Brukespa,,asinr tbmal ai. -0#f tr<rk3ts. 4-ONerYtY�se[ aNy 5'n�x�J4 "XX'tettdraah3ghixA Stied pdslaatm ? >dslceigldsa8ltvas J- 'M'4xsanv- NF Raepreprax .S".0)8a4errhsPaskycnabxiSt leave ptk See FlOO7 U,p1a98rxreswSOtlwctoiceo'fC: Ha.Yrais. bases vdeA.Oparrddsaae(rrzgroxq bs.,w'i5?Ot. 5 -P`�' -aRlrcd Nsbi eE]pir Mtdi Wcix:u e> otaon 4a Del d low n Eat, ere iNwxMArmN Rtl LSU alksurm pd7, -9L. - tWn HU EPA rxae«rimts i9N: .Slllx sh umlraep(n tNl ors d I imw EP7 63U hai' led wpulitadl'9xn. e tbpoeM4 ae kwYx. CAUn N I�g alNadc 'i a4s ilUw Tramq dzVi%a 'T46aaim- 9¢440 .Ixr)aYy n'a4Y I a aloe ualQ xlJ aid snw Ed 4YS La 9 fi ,11 .. lox M Yxm C ar4r I. mletdc tar tae Y kI aftcbEB- tl uretaa. WE Po elan au IMc ai 3y at(ci. uelst di i.rr iy rxtmrw P'i _te•i(rer C'x,hEPA b Si�dgx paA U &dgw6b14dURF FDDSile L, lu-alt•U . l4LxpmSi:.nfe WIT.- al rhsnm(aa aarTvrkx Mis anlin tGnnas A J.x. GA d S flnetanr Giralla manit.tmy. EXISTING OVERHEAD — —" ELECTRICAL U,NESTO REMAIN. OVERHEAD UNES it ENCOMPASSED IN 30 VEPCO _ EASEMENT (DB r2g, PG S4) I EXISTING O' PARKING I� t EASEMENT DB I g' 1465, PG 180 I J j 3 / / g I APPROXIMATE CENTERLINE CMA PROPERTIES, IN PARCEL ID: 04500- 00- 00 -094B •;'r' "�''- ca D.B. 1465, PG. 169 ` {' 0.84 ACRES JP EXISTING POLEq�& LIGHT TO R EM IN I j 3 f , J i•.' lox V�11; , t a <tr o `+, xna' `p h7 e.. o °. i°i LV I N ° a ,' 4.s a s r `{ �.. � r- to C4 1014 N 44 i . T — �fl ' 4n �• a a a w 40 g1F'T I' 7,:• d N 1 N _ \ \ Q x a s 4n re s 1` N( J `n N ao N d s 1 ND Sp $ T� u? rsY 4a E , a 1 c; • •; °: �.+ .,FT •� c; M - r .- r1 s . I asp 0_4 `� ,•':io ac�� 1 ` . , Y #pd •? "�'a -'•' ', / J` �•... {. Y St h 4v o 4` ,Kr �, e, .A ar'.L d, w "►� 1,117% Q, f t` t •,� • a ` ' • a ra•"...�`+,�`` % / 491 ° .a"t O •Os Ole 4'••• 59 , 4.4 I a . w • a a 'a \�\ 1 B 0 Y(127r)alwi• 5"ti27Bm),a t, 6'{Yabua)Mxre 1e-t$ (2Bitlln4 s. 1019•(7ffis) w. 1rOCITTUR .- 8' 177' 2:3trir2,9mr) 0' i '(!1'' at2Mmtp 9' -771' (l�rc "275mnr, � ml2aayRa.eaagma frttiAOalna.emrsaie lr(3br}RxBMriH Del d low n Eat, ere iNwxMArmN Rtl LSU alksurm pd7, -9L. - tWn HU EPA rxae«rimts i9N: .Slllx sh umlraep(n tNl ors d I imw EP7 63U hai' led wpulitadl'9xn. e tbpoeM4 ae kwYx. CAUn N I�g alNadc 'i a4s ilUw Tramq dzVi%a 'T46aaim- 9¢440 .Ixr)aYy n'a4Y I a aloe ualQ xlJ aid snw Ed 4YS La 9 fi ,11 .. lox M Yxm C ar4r I. mletdc tar tae Y kI aftcbEB- tl uretaa. WE Po elan au IMc ai 3y at(ci. uelst di i.rr iy rxtmrw P'i _te•i(rer C'x,hEPA b Si�dgx paA U &dgw6b14dURF FDDSile L, lu-alt•U . l4LxpmSi:.nfe WIT.- al rhsnm(aa aarTvrkx Mis anlin tGnnas A J.x. GA d S flnetanr Giralla manit.tmy. EXISTING OVERHEAD — —" ELECTRICAL U,NESTO REMAIN. OVERHEAD UNES it ENCOMPASSED IN 30 VEPCO _ EASEMENT (DB r2g, PG S4) I EXISTING O' PARKING I� t EASEMENT DB I g' 1465, PG 180 I J j 3 / / g I APPROXIMATE CENTERLINE CMA PROPERTIES, IN PARCEL ID: 04500- 00- 00 -094B •;'r' "�''- ca D.B. 1465, PG. 169 ` {' 0.84 ACRES JP EXISTING POLEq�& LIGHT TO R EM IN I j 3 f , J i•.' lox V�11; , t a <tr o `+, xna' `p h7 e.. o °. i°i LV I N ° a ,' 4.s a s r `{ �.. � r- to C4 1014 N 44 i . T — �fl ' 4n �• a a a w 40 g1F'T I' 7,:• d N 1 N _ \ \ Q x a s 4n re s 1` N( J `n N ao N d s 1 ND Sp $ T� u? rsY 4a E , a 1 c; • •; °: �.+ .,FT •� c; M - r .- r1 s . I asp 0_4 `� ,•':io ac�� 1 ` . , Y #pd •? "�'a -'•' ', / J` �•... {. Y St h 4v o 4` ,Kr �, e, .A ar'.L d, w "►� 1,117% Q, f t` t •,� • a ` ' • a ra•"...�`+,�`` % / 491 ° .a"t O •Os Ole 4'••• 59 , 4.4 I a . w • a a 'a \�\ 1 B 0 _ '�'-"� _ ct O F' a• I ,� 36 a a 1 '.' I Deacription Ri:Gr_a 8' 177' 2:3trir2,9mr) 0' i '(!1'' at2Mmtp 9' -771' (l�rc "275mnr, 77'1 (3f6ruY) T Vd-x M1(i' N4';:U7 1 i'r lee' 5.e (19mnx�:2mmj (14mm; vmn (7:,nrr"" a5-irzm) i2Yarx3lkmrj AxherBi: J114• 3-U'r il 1 lo-wive (8irm; mrvr) (103nre; Vurc.) Basefrahv 4.:i 4 W 4.50 6aV brvAexa rE,aatn! i9Mm; Y2 mm) (1-2.a, {7d3rc ) BseftWUE 101/6-W S°Ji'tlt. 191R'o7.63!1'Ik 1e'8•s4.r1 Ut 47'a.xt ifi'Ud: (fir xiAn n) {?S?trix l9nm f2' .0 N. no (Mu,, xJyeaie Del d low n Eat, ere iNwxMArmN Rtl LSU alksurm pd7, -9L. - tWn HU EPA rxae«rimts i9N: .Slllx sh umlraep(n tNl ors d I imw EP7 63U hai' led wpulitadl'9xn. e tbpoeM4 ae kwYx. CAUn N I�g alNadc 'i a4s ilUw Tramq dzVi%a 'T46aaim- 9¢440 .Ixr)aYy n'a4Y I a aloe ualQ xlJ aid snw Ed 4YS La 9 fi ,11 .. lox M Yxm C ar4r I. mletdc tar tae Y kI aftcbEB- tl uretaa. WE Po elan au IMc ai 3y at(ci. uelst di i.rr iy rxtmrw P'i _te•i(rer C'x,hEPA b Si�dgx paA U &dgw6b14dURF FDDSile L, lu-alt•U . l4LxpmSi:.nfe WIT.- al rhsnm(aa aarTvrkx Mis anlin tGnnas A J.x. GA d S flnetanr Giralla manit.tmy. EXISTING OVERHEAD — —" ELECTRICAL U,NESTO REMAIN. OVERHEAD UNES it ENCOMPASSED IN 30 VEPCO _ EASEMENT (DB r2g, PG S4) I EXISTING O' PARKING I� t EASEMENT DB I g' 1465, PG 180 I J j 3 / / g I APPROXIMATE CENTERLINE CMA PROPERTIES, IN PARCEL ID: 04500- 00- 00 -094B •;'r' "�''- ca D.B. 1465, PG. 169 ` {' 0.84 ACRES JP EXISTING POLEq�& LIGHT TO R EM IN I j 3 f , J i•.' lox V�11; , t a <tr o `+, xna' `p h7 e.. o °. i°i LV I N ° a ,' 4.s a s r `{ �.. � r- to C4 1014 N 44 i . T — �fl ' 4n �• a a a w 40 g1F'T I' 7,:• d N 1 N _ \ \ Q x a s 4n re s 1` N( J `n N ao N d s 1 ND Sp $ T� u? rsY 4a E , a 1 c; • •; °: �.+ .,FT •� c; M - r .- r1 s . I asp 0_4 `� ,•':io ac�� 1 ` . , Y #pd •? "�'a -'•' ', / J` �•... {. Y St h 4v o 4` ,Kr �, e, .A ar'.L d, w "►� 1,117% Q, f t` t •,� • a ` ' • a ra•"...�`+,�`` % / 491 ° .a"t O •Os Ole 4'••• 59 , 4.4 I a . w • a a 'a \�\ 1 a N s► a L c- o SX` d 4r., t- M Co � ESTATE IialeHName , FimmeType atr2a7t6 ' o rs '� • 4p o - ,-+'' q' •d'•_ —,•ate �` tip 'a + a,, 'U: cL �': ''' .i' c•-• i a I % PARCEL ID: i y u2o,s a` �': #, L'i C4 ro" 4p to r` r a r1 .' st r> 04500-00-00-1,00A0 / CNtlogp 9unuslR,nN i an sa a °� C -A A10 N PGe/15 f WWW °. '4 : r : o 4!`0 .1° c' `� i OF LIGHT FDC WRE & POLE (M.) • + i o ton ell )n o.' • 'w ° a • �, ° $4T +*� C0 s" o Sri 4A T o o a'ro o r $ C a` a. t S4 '`T PHASE I —per- d� I / / ✓ �. ,*'3 >`A ° "4�T ' a� r ® sr rr sit am sin Irw ®ae minx ass a � mm Ma i v! roe sr - - - - sin rams ma asp am roam am mm , am a®n mat xr ma ® ms ao tl era amt aY® ear taw mi a® PHASE 11 i IT 1 % ' s ° ®� PROPOSED ASPHALT INVENTORY PARKING cn EXPANSION Emi -ire Schedule O' 4�,. .ate` r.• .__,.� ,.Q kdl _ '�'-"� _ ct O F' a• I ,� 36 a a 1 '.' I Deacription +. �► • @ o" Co .F" Ir aLf 4A T ' in N ,fT i eA asp •4eT O N.A. / P;..,. , •? ' y., J 1 \ -" % I LSI # (2) XO M- 5- LISD- HO-'CiB ,,.>n.b�l Or `. ! M-.• +� I e+9 r .fi. ,¢y �, .� to e^L L+? Cg °® t^ 4T I } 4 a'^u,✓ / LSI 0 XGE - 3-LBD- LBP-CN 4�• .sr' � I .-t 4v .er"L r 1 � � � 0 ^'� 05T e^T ar'T I R f ti , e, d 0.00 4�. C4 1 TO to j ,• /� h C ,- �► -. I en a tn 8 - ,67 �• C Y ,T.T 111 4A R� r 1� �T ,N. '` r W i ! r 4T 1Xl O e.g. w N ,r-1 • �- d, la + Cut C4 r4 , '`: C4 • O ae'4 s T a+ °• °^`"-` w 1DU 4n � ' ` 4» "� �' d1 d- ," a' I 4 / / r`. •, I GR EN, JOHN THOMA /3f / a N s► a L c- o SX` d 4r., t- M Co � ESTATE IialeHName , FimmeType atr2a7t6 ' o rs '� • 4p o - ,-+'' q' •d'•_ —,•ate �` tip 'a + a,, 'U: cL �': ''' .i' c•-• i a I % PARCEL ID: i y u2o,s a` �': #, L'i C4 ro" 4p to r` r a r1 .' st r> 04500-00-00-1,00A0 / CNtlogp 9unuslR,nN i an sa a °� C -A A10 N PGe/15 f WWW °. '4 : r : o 4!`0 .1° c' `� i OF LIGHT FDC WRE & POLE (M.) • + i o ton ell )n o.' • 'w ° a • �, ° $4T +*� C0 s" o Sri 4A T o o a'ro o r $ C a` a. t S4 '`T PHASE I —per- d� I / / ✓ �. ,*'3 >`A ° "4�T ' a� r ® sr rr sit am sin Irw ®ae minx ass a � mm Ma i v! roe sr - - - - sin rams ma asp am roam am mm , am a®n mat xr ma ® ms ao tl era amt aY® ear taw mi a® PHASE 11 i IT 1 % ' s ° ®� PROPOSED ASPHALT INVENTORY PARKING cn EXPANSION Emi -ire Schedule Symbol 4th Label Arrangement Total Lamp Lummm LLF Deacription 1 4-i-+-► I L�J+ S SE; DiSO N.A. 1.000 LSI # (2) XO M- 5- LISD- HO-'CiB -L ] 1 SA SINGLE N.A. 1.000 LSI 0 XGE - 3-LBD- LBP-CN IPOLES TO RE 18 ST SOOKRE STEEL li0PN4ED ON A 2 16" PEDESTAL Calculation Summary Label CalcType Units Avg Hsau min GENERAL Ilivainaince PC 6.46 16.1 0.2 PROPERTY LINE I11iminance, Fe 0.00 0.0 0.0 PROPERTY Lll- 1 Illmadizence Fc 0.00 0.0 0.0 PROPERTY LINE-2 L11uminance Fe 0.00 0.0 0.0 r i .• fit d' ' o PARKSIDE I, LLC PARCEL ID: 04500- 00- 00 -094A1 0 D.B. 3116, PG. 310 UMITS (TYPJ -'� NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL. LUMENS SHALL BE A ? FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING °• RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT o ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY iN RESIDENTIAL OR o RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF FOOTCANDLE. UJ BERRtMAR DRIVE _ — — e m4:.. ' „ °. :•�: : 4° „ vq \ (VAR. WIDTH PUBLIC RAW) i., •y t J• 1 GREEN, CLARENCE WILLIAM 'n P�,RCEL ID: 0450 00 -00 -10080 W.B. 123, PG. 395 LIMITS OF Soo° ARB ® / REVIEW OVERLAY PHASE III a a a ; a a 11 C /_,�•'r`'`'� a s t a ro a a s ' a 7 x a s a § a a a a a a s a I R / � ,�' � ,„ ''� , ✓ / / sS•' j a a a ; j a a ro -.O a a a a a / � \ / EXISTING 15' .DRAINAGE / ,! '\•f \ / EASEMENT ` ✓ \ / / y-y a as a i -$`'"! a a a a •� a °AB � 14 73o , PG 547 r •'''' ''DI H, TON PARCEL ID: ` / % / f /�\ \ ' •'�! . ✓ / / .�.. a a a ' as aaaa d a a a a as a a as s a aa aaa aa •a a a' a o' a aa s aa aa 9 s ,p § aa 3 a aa a aa s > a a s A $ as aa a a a a a s s aa a a a a a� $ a a aa s aa a a a aa a pea a a0q a a aaa aa aaa,a � a , 'I'' ! / / / / / / / / 7S. // /,, j " r o • �`O \`- ~wo . ` 0450O 0 — 00 -00-,1 CO T, C PAO P INC• ` 51. 15G. 62 31 a D.B. PRR bop- w- 00 -73 a a / 611 r a Pa . a 6s 1 s "ACRES ° / 1 / a a a a a a a a a a * a 1 XiSTING 20' SANITARY � a a'a SEWER E' DB 681 yda SMT. a / � I� ✓ / / / / / s" /f •. J___ _ —_ v _ ®\ — \� i '—�•\° — �\ �\�\ \ r — / % \ p ,n a a a a �, a a r+a a >'n l�•,a a a a a * a a a a �'rV '"°�. � / / • / — _ _ - _ - - - - / y N s a a a a s a a a s a s a a a 1 `a '' a a i s ,, %' a a s a a a a �s 's ' s�1 x a s r„ a s a a A s A § s a § a a a a�• a a a a.d, � ✓ o 3 }s\`' .. e' 1a \ � a a e a a s t , s a a s a a s a a a., a � a i�° `?,5�U / / / / S o r .'' �. ,/ �,, ✓ - - - di a ^ /- a a , `a ar ¢11, ' '" , . I _� - - ___ n a a M DB 416, _ _ — — �— . — \ - ' o 1' G 203 / / � /._s...sS- � ✓ \./ \\ \ a a as a as as + as a as as a as a� ' as a as as a aP�r✓m; a �� a ��� a as as a as a as aJ,as a} as a�sa ss- sS'- ---_""" � f I O � �� \ ,,�+� \ \ \ r� PROPOSED BERKMAR aaa a aaa ; a aaa a a ' a a aaaa a a'A� �) aaa 3 a a �_,_.,i.._� a / I 1 r i / ✓ \ r s — _ _ — \ DRIVE RIGHT -OF -WAY a a a s a s a s a a a a a a a a a s a a s a a a a ± „�, a...- �• - - °ts a a-0 a a a s ING VEPCO ® EXPANSION a a a a a a aaa aro a � ' } y a a a ' a a a a , a a � T. (DB 414,/ as STING 69) / L m EME! �a a a +`✓'Pia$ af,a; a as aaaa as as ' as a as aaaa // / // 71 F `# ✓r \\ \�` DB 1329, PG 91 • � - / // / 177 iI ,, (;> ,% \ ) \ ` / . t; a1. ` :''•i .. K .. v .. i �mmsrwa„ O O O O/ O /v O O O O O I O C ry �q ',Ly'• .�.� p: .' O• . Z '.. •. O O O O O O O O O o O O o O O O O -' _t .. .—.. ^ t - \O \✓'" V 'n: .., wag .v �e.•Y,. '/1{ `.'0 -`� a __ __ ___ _ ___ --- _._____ GRAPHIC SCALE � — _---- ._-_ -- — -- — 30 0 S0 / 120 V" S. 1 '�p�a M.4,e A' A 1. gas ( • 4" � 1 inch 30 ft S .Y in I SCOTTY °R. COLLINSZ Lic. No. 035791,E �sroxAL � J ” QQ j z V ell 00 1 " =301 r'd z I SHEET NO. c 10 1 W N Jas rw° lw° r .• fit d' ' o PARKSIDE I, LLC PARCEL ID: 04500- 00- 00 -094A1 0 D.B. 3116, PG. 310 UMITS (TYPJ -'� NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL. LUMENS SHALL BE A ? FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING °• RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT o ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY iN RESIDENTIAL OR o RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF FOOTCANDLE. UJ BERRtMAR DRIVE _ — — e m4:.. ' „ °. :•�: : 4° „ vq \ (VAR. WIDTH PUBLIC RAW) i., •y t J• 1 GREEN, CLARENCE WILLIAM 'n P�,RCEL ID: 0450 00 -00 -10080 W.B. 123, PG. 395 LIMITS OF Soo° ARB ® / REVIEW OVERLAY PHASE III a a a ; a a 11 C /_,�•'r`'`'� a s t a ro a a s ' a 7 x a s a § a a a a a a s a I R / � ,�' � ,„ ''� , ✓ / / sS•' j a a a ; j a a ro -.O a a a a a / � \ / EXISTING 15' .DRAINAGE / ,! 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(DB 414,/ as STING 69) / L m EME! �a a a +`✓'Pia$ af,a; a as aaaa as as ' as a as aaaa // / // 71 F `# ✓r \\ \�` DB 1329, PG 91 • � - / // / 177 iI ,, (;> ,% \ ) \ ` / . t; a1. ` :''•i .. K .. v .. i �mmsrwa„ O O O O/ O /v O O O O O I O C ry �q ',Ly'• .�.� p: .' O• . Z '.. •. O O O O O O O O O o O O o O O O O -' _t .. .—.. ^ t - \O \✓'" V 'n: .., wag .v �e.•Y,. '/1{ `.'0 -`� a __ __ ___ _ ___ --- _._____ GRAPHIC SCALE � — _---- ._-_ -- — -- — 30 0 S0 / 120 V" S. 1 '�p�a M.4,e A' A 1. gas ( • 4" � 1 inch 30 ft S .Y in I SCOTTY °R. COLLINSZ Lic. No. 035791,E �sroxAL � ~ n M Lf 1 N Z ■ • M N M O N N W J W F- 0 L.L Q U v� i MW t� U) r_ p�Nyr� Q O N m Tn 0 C v 0 N 7 N F ° Faaamal v v J � v L Z° fl z o LLM N O 3 Z c 0 In H i 41 O W CL v E 0 c z_ WW W z_ Wz W z J O v O r.+ fir O U X a� 4A C E n E 0 W U JOB NO. 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