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Home My WebLink AboutSDP201600063 Plan - Approved Initial Site Plan 2017-03-03COUNTY OF ALBEMARLE Ammmkilb- s s a• �rav ®= _ems 1AC PANTOPS PUBLIC SAFETY FACILI Y PROPERTY INFORMATION: PARCEL #_ (THIS PARCEL CONTAINS THE PUBLIC SAFETY FACILITY) ADDRESS: 656 PETER JEFFERSON PKWY OWNER: COUNTY OF ALBEMARLE TAX MAP: 078 PARCEL ID: 07800-00-00-031F1 PARCEL SIZE: 1.28 ACRES ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PROFFERS: ZMA-2001-00015 MAGISTERIAL DISTRICT: RIVANNA PARCEL #2 (THIS PARCEL CONTAINS THE ENTRY ROADWAY UTILITY AND STORMWATER IMPROVEMENTS): OWNER: WORRELL LAND & DEVELOPMENT COMPANY, LC TAX MAP: 078 PARCEL ID: 07800-00-00-03100 PARCEL SIZE: 16.81 ACRES ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PROFFERS: ZMA-2001-00015 MAGISTERIAL DISTRICT: RIVANNA PARCEL #3 (THIS PARCEL CONTAINS THE PUMP STATION) OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY TAX MAP: 078 PARCEL ID: 07800-00-00-031EO PARCEL SIZE: 0.15 ACRES ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PROFFERS: ZMA-2001-00015 MAGISTERIAL DISTRICT: RIVANNA ADJACENT PROPERTIES: 1. TAX MAP: 78-31J – 650 PETER JEFFERSON PKWY. OWNER: PJP BUILDING SIX LC PARCEL ID: 07800-00-00-031JO ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING 2. TAX MAP: 78-31K – 652 PETER JEFFERSON PKWY. OWNER: PJP BUILDING SEVEN LLC PARCEL ID: 07800-00-00-031JO ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING 3. TAX MAP: 78-30A+ – 650 PETER JEFFERSON PKWY OWNER: PJP BUILDING SIX LLC PARCEL ID: 07800-00-00-03OA0 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING 4. TAX MAP: 78-31F – 630 PETER JEFFERSON PKWY OWNER: PJP BUILDING TWO LLC PARCEL ID: 07800-00-00-031FO ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING 5. TAX MAP: 78-311 – 595 MARTHA JEFFERSON DR. OWNER: MARTHA JEFFERSON HOSPITAL PARCEL ID: 07800-00-00-03110 ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING 6 TAX MAP: 78-31CI – 675 PETER JEFFERSON PKWY OWNER: PJP BUILDING ONE LLC PARCEL ID: 07800-00-00-031 CO ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE: OFFICE BUILDING FLOOD PLAIN: THE SITE IS CONTAINED WITHIN 1HE FEMA FLOOD ZONE X. SITE MAXIMUM FLOOD ELEVATION = 426.50' CHARLOTTESVILLE, VIRGINIA SITE PLAN SUBMITTAL SITE STATISTICAL RESUME: SITE ACREAGE PARCEL #1: 1.28 ACRES SITE ACREAGE PARCEL #2: 16.81 ACRES SITE ACREAGE PARCEL #3: 0.15 ACRES TOTAL ACREAGE: 18.24 ACRES MAXIMUM BUILDING HEIGHT: 29' – 9" IMPERVIOUS AREA ON SITE: 0.93 ACRES PARKING REQUIREMENTS: PARKING SPACES REQUIRED: FIRE STATION: BASED OFF A 6 PERSON CREW AT THE FIRE STATION WITH A 6 PERSON SHIFT CHANGE THAT MAY LAST 30 MINUTES. DURING ALL OTHER HOURS OF THE DAY THESE SPACES WILL BE USED FOR VISITOR PARKING. THERE ARE NO ANTICIPATED FACILITY VEHICLES FOR THE MAINTENANCE BUILDING. THIS LOCATION WILL NOT BE USED FOR PUBLIC GATHERINGS OR EVENTS. MAINTENANCE BLDG (CONTRACTOR'S SHOP): 1 SPACE PER EMPLOYEE ASSIGNED TO WORK ONSITE = 1 FIRE STATION PARKING SPACES PROVIDED: 13 SPACES + 1 HANDICAPPED–ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 14 + 1 HANDICAPPED–ACCESSIBLE SETBACKS REQUIREMENTS: REQUIREMENTS FROM SECTION 4.20 – CONVENTIONAL INDUSTRIAL FRONT MIN. – 10 FEET FROM ANY PUBLIC STREET RIGHT–OF–WAY FRONT MAX. – NONE SIDE AND REAR MIN. – NO PORTION OF OFF STREET PARKING SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. SIDE AND REAR MAX. – NONE SPECIAL WAIVER: A CRITICAL SLOPES WAIVER (SDP201 000067) WAS APPROVED FOR THE SITE BY THE ALBEMARLE COUNTY PLANNING COMMISSION ON OCTOBER 19, 2010. PROFFER AGREEMENT - ZMA 01-015: NOTE: PROFFERS BELOW ARE IN PART. PROFFER NOTATION REFER TO ACTUAL PROFFER NUMBER. 1. SUBJECT ALWAYS TO THE TERMS OF SECTION 8.5.5.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AS IN EFFECT ON JULY 1, 2003, COPY OF WHICH SECTION 8.5.5.3 IS ATTACHED HERETO AS EXHIBIT A, AND WHICH SECTION 8.5.5.3 ALLOWS CERTAIN VARIATIONS FROM APPROVED APPLICATION PLANS SUBJECT TO THE PROVISIONS THEREOF, AND SUBJECT FURTHER TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH, DEVELOPMENT OF THE PROPERTY SHALL BE IN GENERAL ACCORD WITH THE APPLICATION PLAN SHOWN ON SHEETS AP -1 THROUGH AP -5, EACH DATED AUGUST 5, 2003, OF THE PLANS ENTITLED "MARTHA JEFFERSON HEALTH SERVICES AT PETER JEFFERSON PLACE, ALBEMARLE COUNTY, VIRGINIA, ZONING MAP AMENDMENT AND SPECIAL USE PERMIT APPLICATION," WHICH SHEETS ARE ATTACHED HERETO AS EXHIBIT B ("APPLICATION PLAN"). UNLESS SPECIFICALLY REFERENCED IN APPLICATION PLAN, OR OTHERWISE REFERENCED IN THIS PROFFER STATEMENT, ALL OTHER PLANS AND ILLUSTRATIONS SUBMITTED AS PART OF THE OWNER'S REZONING MATERIALS SHALL BE DEEMED ILLUSTRATIVE ONLY, AND SUCH PLANS AND ILLUSTRATIONS SHALL NOT BE DEEMED PROFFERS. IN ADDITION TO THE PROVISION OF EXHIBIT A, THE OWNER FURTHER RESERVES THE RIGHT TO DEVELOP THE PROPERTY IN PHASES (WHICH MAY INVOLVE THE REASONABLE USE OF SURFACE PARKING PRIOR TO ULTIMATE BUILDOUT OF THE PROPERTY AS SHOWN ON THE APPLICATION PLAN), AND TO MAKE REASONABLE MODIFICATIONS TO THE CONCEPTUAL GRADING PLAN ON SHEET AP -3 OF EXHIBIT B (PROVIDED THAT THE FINISHED GRADES NOT VARY BY MORE THAN TEN (10) FEET UP OR DOWN). 2. ALL BUILDING AND STRUCTURES CONSTRUCTED ON THE PROPERTY SHALL SUBSTANTIALLY COMPLY WITH THE PETER JEFFERSON PLACE DESIGN CRITERIA AND GUIDELINES DATED AUGUST 5, 2003. IN ADDITION, THE FOLLOWING ADDITIONAL DESIGN CRITERIA SHALL GOVERN THE EXTERIORS OF ALL BUILDINGS AND STRUCTURES CONSTRUCTED ON THE PROPERTY AS DETERMINED TO THE REASONABLE SATISFACTION OF THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT OR HIS/HER SUCCESSOR: a. NEUTRAL COLORS SHALL BE UTILIZED FOR EXTERNAL BUILDING MATERIALS SO THAT BUILDINGS BLEND WITH THE SURROUNDING LANDSCAPE, NOT CONTRAST WITH IT. b. THE USE OF WHITE MATERIALS WILL BE MINIMIZED, AND SHALL NOT CONSTITUTE THE PREDOMINATE COLOR ON SUCH BUILDING OR STRUCTURE. c. IN ADDITION TO STANDARD LANDSCAPING REQUIRED BY SECTION 32.7.9 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, ADDITIONAL LANDSCAPING SHALL BE INTERSPERSED THROUGHOUT THE AREAS OF THE PROPERTY WHERE DEVELOPMENT IS PERMITTED PURSUANT TO THE APPLICATION PLAN, TO HELP INTEGRATE THE DEVELOPMENT INTO THE SURROUNDING LANDSCAPE. d. PARKING STRUCTURES SHALL BE COORDINATED IN APPEARANCE WITH OTHER BUILDINGS ON THE PROPERTY. 9. THE OWNER HAS ENTERED INTO A MEMORANDUM OF UNDERSTANDING (THE "MOU") WITH THOMAS JEFFERSON FOUNDATION, INC. INCORPORATING GUIDELINES FOR DEVELOPMENT OF THE PROPERTY WITHIN THE MONTICELLO VIEWSHED (AS SUCH MEMORANDUM MAY BE AMENDED FROM TIME TO TIME UPON MUTUAL CONSENT OF THE PARTIES THERETO). PRIOR TO GRANTING FINAL SITE PLAN APPROVAL FOR ANY PROPOSED BUILDING ON THE PROPERTY WITHIN THE MONTICELLO VIEWSHED (OTHER THAN SITE PLAN APPLICATIONS FOR MINOR AMENDMENTS NOT MATERIAL TO THE OBJECTIVES OF THE MOU), AND PROVIDED THAT THE MOU REMAINS IN EFFECT BETWEEN THE PARTIES THERETO, THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT SHALL REQUEST CONFIRMATION FROM THOMAS JEFFERSON FOUNDATION, INC. THAT THE SITE PLAN APPLICATION IS CONSISTENT WITH THE TERMS OF THE MOU, SPECIAL USE PERMIT - SP 01-56, SP 01-57: THE FOLLOWING SPECIAL USE PERMITS ARE RELATED TO THE PANTOPS PUBLIC SAFETY FACILITY THROUGH THE SITE'S LOCATION WITHIN PETER JEFFERSON PLACE. SP 01-56: CONCEPTUAL GRADING PLACE FOR MARTHA JEFFERSON GRADING PLAN SP 01-57: REVISED LAND USE PLAN FOR PETER JEFFERSON PLACE. VICINITY MAP 1 40; ___- PROJECT NORTH LOCATION MAP 14 w PROJECT NORTH SCALE 1"=200' RIVATE ROAD: PETER JEFFERSON PKWY `— PROJECT LOCATION: 656 PETER JEFFERSON PKWY CHARLOTTESVILLE, VIRGINIA 22911 CONTACTS OWNER COUNTY OF ALBEMARLE PROJECT MANAGEMENT DIVISION 401 MCINTIRE ROAD, ROOM 420 CHARLOTTESVILLE, VA 22902 DJG, INC. 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 SHEET INDEX BLAKE ABPLANALP CHIEF OF PROJECT MANAGEMENT PHONE: (434) 825-1663 ENGINEERS / ARCHITECTS DONALD BOOTH, AIA PHONE: (757) 253-0673 FAX: (757) 253-2319 E–MAIL: dbooth@djginc.com ENGINEERS ARCHITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ( 7 5 7 ) 253-2319 FAX www.djginc.com COUNTY OF ALBEMARLE 1 G-001 CIVIL TITLE SHEET 2 CD -101 DEMOLITION PLAN 2,/iS 117 3 4 CD -102 C-101 DEMOLITION PLAN SITIE & UTILITY PLAN PANTOPS 5 C-102 SITE &UTILITY PLAN PUBLIC SAFETY 6 CG -101 GRADING & STORMWATER PLAN STATION 7 CG -102 GRADING & STORMWATER PLAN SCALE: 8 C-201 ROAD PROFILE & CROSS SECTIONS 9 C-202 UTILITY PROFILES 10 C-502 STORMWATER DETAILS 11 C-503 STORMWATER DETAILS & PROFILES 12 C-504 SITIE & U1ILITY DETAILS 13 C-505 SITE DETAILS CHARLOTTESVILLE, 14 C-506 SWALE PROFILES & CROSS SECTIONS VIRGINIA 15 L-101 LANDSCAPE PLAN & DETAILS 16 L-102 LANDSCAPE DETAILS & BIORETEN11ON PLANTING PLAN R E V I S I 0 N S 17 S-101 STRUCTURAL PLAN AND GENERAL NOTES 18 ES -101 ELECTRICAL SITE LIGHTING CALCULATION SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMM UNITY DEVELOPMENT PLANNER/ZONING SITE SUBMISSION ENGINEER 2,/iS 117 1 NSPECTI ONS 'a - ARB �3 DEPARTM ENT OF FI RE RESCU E �?/17 ALBEMARLE COU NTY SERVI CE AUTHORITY -91-Z !� VI RGI NI A DEPARTM ENT OF TRANSPORTAII O SUBMISSION HEALTH DEPARTMENT �•, DESCRIPTION 48 HOURS BEFORE YOU DIG CALL 511 Miss Utility of Virginia THIS PLAN DOES NOT GUARANTEE THE EXISTENCE, NON–EXISTENCE OR LOCATION OF ANY UTILITIES. PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR LANDSCAPING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES, ABOVE AND/OR BELOW GROUND, PUBLIC AND/OR PRIVATE THAT MAY EXIST AND CROSS THRU THE AREA OF CONSTRUCTION THAT ARE OR ARE NOT SHOWN ON THE THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PUBLIC OR PRIVATE UTILITY AGENCIES FRANCHISED TO SERVE THE SITE AREA TO LOCATE, PROTECT AND RESOLVE ANY CONFLICTS WITH EXISTING UTILITIES AND SHALL REPAIR, AT HIS OWN EXPENSE, ANY UTILITY DAMAGED DURING CONSTRUCTION. CHECKED: ■ DANE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF /A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF MANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL. RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2016. SHEET TITLE CIVIL TITLE SHEET SHEET NUMBER G-001 1 OF 18 �o 01.05.2017 RESPONSE FINAL SITE SUBMISSION 10.18.2016 RESPONSE SITE SUBMISSION INITIAL SITE 8.8.2010 SUBMISSION N0. DATE DESCRIPTION COMMISSION NUMBER 2 1603 10 SCALE: AS SHOWN DESIGNED: - CHECKED: ■ DANE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF /A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF MANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL. RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2016. SHEET TITLE CIVIL TITLE SHEET SHEET NUMBER G-001 1 OF 18 �o 13 I I 40=9110301011111�4_ 16161tvjlllllvmwsm��' = I � � . .1 1WHER I 11 blVIIH I-Q� 40,,�U4 EXISTING: ' �� I - CMP CORRUGATED METAL PIPE )----,, - -_ / I \ / co CLEAN OUT �� I / 'I., ___ ____ ___ -_ / / \� CONC CONCRETE SE"UENCE OF CONSTRUCTION: "_-) / I- ______ 20 DRAINAGE EASEMENT I . / CPP k---,) 1/1 - _____ D. B. 'I861 P. 91 PLAT--'\, / /. G T PIPE / // /'_ -.-.- / j / DIP t PROVIDE ALL EROSION AND SEDIMENT CONTROL MEASURES. _)l // '/ "I I ____ -_ \ ', ' / / / / / DUCTILE IRON PIPE / /I , ' I - _____ -..-- I/ / / EM ELECTRIC METER 2. PROVIDE OUTFALL CONTROL STRUCTURE (SHEET CG -101, C-503) WITH THE MODIFICATIONS REQUIRED ) __'__ , � V;1 / / i , / / / , I / / "-- - -_ - --- , � / ' , / I '� - (THIS /_ _ I,- � APPROX. LOCATION— 1\ POWER, 11 / / // // / / "" "---- -I- � / / // FH FIRE HYDRANT - / TO ACHIEVE SEDIMENT BASIN DEWATERING AS DESCRIBED IN THE SEDIMENT BASIN NOTES ) - EAS"EMENT D',13 P. 170-- / , / ", , I/ / SHEET). PROVIDE 48" RCP, . AND MANHOLE IN THE EXISTING DEPRESSION/FUTURE STORMWATER __�_' __ ..__ - L - I . 19'�/ ) // / I/ / // 11, / / I/ // // 11 /I �___ ____'_ / /// // FM FORCE MAIN DETENTION POND AS SHOWN ON SHEET CG -101, ) __ __ I // /I I/ // /I / / ,� 1, // , __' I/ I I // FOC _` // 11 / /I � 'V I // // ---. - -1- '" / / I FIBER OPTIC CABLE - 3. IMMEDIATELY BACKFILL DEPRESSION & GRADE POND & SEDIMENT FOREBAY AS SHOWN ON SHEET _)_� __ l__' -,-,-. � I—, ___ __ I / , / / I // / // // / �' / / /I ' I _'� I ,,,, f\ � // / / I/ GM GAS METER ) / '�i /' '\ \ I I I / / CG -101. PROVIDE VESCH TREATMENT -1 SOIL STABILIZATION BLANKETS AND TEMPORARY SEEDING IN -11 __ __ _� / /1' ___._ L/1\'�j" �'_ "// / / I/ _1" \ /1\1 1\11 \' // I/ p_ GROUND LIGHT . I / _�'E 'F , _____ " , . __ / '/ '/ --p � "�'�' Wit;, I \ / / GNDL TION POND & FOREBAY PER THE SPECIFICATIONS, PROVIDE SILT FENCE AT FOREBAY ---. _ _� I ---� I ---j 'IN , [- ", " ', ll� \' ' /'��? THE DETENTION ) - / //` / - 1,Cgff -__ ,, ' -- _/ . .' t-___ V� \ I- I , / c Q/ - "/'_ I 11 I I I / _'_�V'Cc , l_" - I , -, (4 - ___/ \ � \ - . - I I I I/ / I obf-4 / , - - _ /� - I " I ., . I / cul / IF IRON FOUND / '- >'I,�' , OUTFALL TO POND. ') - - __ / I / /I - I I _ I / '�' , r ;��_k_ \ / , / , �"() --- i" / \ I / I �E . �r'f",'__'� , I - .. - 1, is IRON SET ACTIVITIES, /'-A" , .4 --, 11 4. PROCEED WITH THE REMAINDER OF THE DEMOLITION AND CONSTRUCTION AC ES, DIRECTING I / ,, -To -, ")�(_ / \1 , ./ / / / '� I/ , / / / / / "� - I- - I � -1 /' I / / I '�"�' -- ---� 1\ "'.' , \' \ / __ � I 1� /' '?f� \ \ \ \ . / I LP STORMWATER TO FOREBAY UNTIL THE SITE HAS BEEN STABILIZED. DO NOT ALLOW SEDIMENT TO - __ I / . / / I/ / / , ,)'I",- '-, -- i . �.'. \ \ // \' \ LIGHT POLE ) , _'__ '� 11/1 ,/ // ,/ , I // I / � /'��. " '_ _' - __f __'_ \ I , \ / ' , I // �Ok . . -, - I - _ 1, , / I __. - / - 7�1 -.- \. I � / -"\ I., \ \/ / '/ I . " 11 I � . . / A ' 'NE '�� i _1�1 PVC ACCUMULATE IN POND. I . , I ;'�_ -, //� I / . / c �A T R A,'L TE'LLEP1,16 , _� , - -- / POLYVINYL CHLORIDE PIPE - , . - ', .' " / I I I � -i 11 1� - , '- - \0 , ., ,' \�I,�' - , -_ - D,P "� '�-"� -- �" , , . -1) _ z �'_. - / / - F" Fl`\�, - (�i , ____ , . 4- / EA', �5'e " \ , '\. I " ' . . , . "I" '/ 0 11 �� \ \ \ \ ' APPROX. RCP REINFORCED CONCRETE PIPE " / 3 1� /1- 314 /1( �' � \ --� / - �" . , 5. CONSTRUCT BIORE17EN11ON AREAS ONCE THE SITE HAS BEEN STABILIZED. --"\ X , - 158 /Pl/I - - ----- -77---- , / -, � I _\ A . , - . ,�I VA POWE I , �' / , / / " / -. '2 � � � I , " ., . q __ � , 11, , __ I " I / � "- � �\/ � I � I _:� '\ \/ I .1 I -�� -'� � I "I � / / 11--, I / i'_. _'%;o.- 1 � / 1, SMH SANITARY SEWER MANHOLE -1 r EN I -RAL TELEF"H01111NE �_ - ' , '� �'ll " . / - , " " _�'_ '� 1, _/ " .\ I - / - 11 - / / � , x \\: ".1- / \' . . � / "� / . � . \'l\..'\ - 1\ --, 6. REMOVE ALL EROSION AND SEDIMENT CONTROL MEASURES. REMOVE THE TEMPORARY DEWATERING . -3 ' Z " . / / , - I --_ / �_ .C�l \ , - "it/. 11 : � - I 1, TC EASEMENT D`13. I/ ', -, �' , - I __/ / ;,-'-- .", /'/'// //.- I "Z ,,,, 1, - '\'� \' \ .� \' . . . 1, I . � "� \ / '\ It,\ \ . . . . ' TOP OF CURB . . ��_ 1\ If, " I ' PIPING FROM THE OUTRASH RACK AS PER TFALL CONTROL STRUCTURE AND PROVIDE THE PERMANENT ORIFICE PLATE AND 3 ---- 11 '/'�- -'�_ / / / / , / � �. ' \1 . 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'_ , \ / DETAIL SHEET C-505 i '-� - - ; " . .-. - - r�':� - , " I . - - ' ' "'�__ . --- '�/ � I . . 1 ,4;" ., - D. I - --- - I - / \ \ , �;< _<�' '_ _'_ - � - � - , , ' - �' , .: :'�' I �' "�.- '_ � � - .. - I � / / .' --f- __ "� -I - _�� < ' ' - '' _�' - �: �'-�; - ��-;' " .:��-�'�� -, .' �:� I "I I / 0 1 ;�� --"'' , '�>�;�� - �� ' �� __ ., .' '!� . . � _ , , . �_ ..: --- ;'. -, I // - � -_ I . - . '�� - I '. . , _ - , _':�� ...... .. �� - ' I � . - , , , - / z / - \ - _ � , . � _�� ' - - -:� ''I ''� , '. I _� ------- \ \ - - -;� ��' .- �.�-- . __;_-� � _';'.�_�'� �� -_ - _�_ I --- ; - ; - � - � / ' I. - �>�"' __��. : � -i �.. .' � , -, ,.;," . . _'; . _�:� . .1 --i , ''�__� >�� -i . __�- � � , , .� � ____ / / / mll�m t f � I 1 � I , "'IIIIIIIIIIIIIIIIIIIIII, 11 \ \ \ 1. - . , I '�' � ' " . I -, . _ x _/ , LIMITS OF DISTURBANCE " -I . - -_ , I -.--- - -I ,..- , . " /Vh !ABLE WIDT ' I - --------- ______ - I \ I --- ' e i / W . I - , - , / \ \ \\ - I .- � , /I '_' / / UTILITY EMSEMI \ \ - __ ____ _____ - $_ __ .- I-, . '_ I . �' I I �c / / -----"� 1w -- _ .i� _; I I I DEMOLISH RIP RAP, ___ I , I- _� -) \ _ . � " "� - �� z . - 1, " " I , , .. � � 1, .11 _____ IN // [ � , , . ''.. , � ____ ____ �_ �_ , 1. _' 1 - . . -- -1 �'/ \ I ____ __ _____ __ 18L___��'�--'-_� ✓' ------- / ... - ... ✓I - ' /-" -_ / �<e I i / .B, 1828 P. -, qV_ / / , ___ "� " . , , - -- / /�/' - - I - - , -� 'Ik, - I X"_' I I z. e_ ", "�' I /I __'_ - \ ,,-WOODED AREA, TYP. R -_ // -"\ f "" __' - I 11 '' "-, .' I . N'I / DEMOLITION NOTES I -_ I- -p-_ X __1 �> � 1, l/. . / I �01_ P '�"' - �_ , '.' w -- ,'-.. I / / � -WANOW , � � � I �'- ,- � I / 1* �' I \ \ _�' __ - ____ __ - _�_ � DRAINS AT EXISTING "\ 't � '!�7.r-N�-�' __� "/�____ .1 - , ,/� ///' / I _" , � L < " , . ",\ / / / / / I / , / _.. I I - . 11 �: �� - I . , - - '_ 7 11 ,-: I I �" // _/ / / 1. UNDERGROUND PROPANE TANK SHALL BE EXCAVATED AND DISPOSED OF IN ACCORDANCE -_ - _____ '. _k - / BIORETENTION AREA ABANDO I _ \ ;,.' x �Xz' - _____ / I TO ALL STATE AND LOCAL UNDERGROUND TANK REGULATIONS. I - ' -- / _� --' _� "I '_ -,--- I _. - - :_��_� � ��' I --- //_ I -, ' - I � I "'_ �' -11 -, " __ -1 ' - \ �� 1, ..... I I / % _.- _ _. - - �\ �\ � � N 1"COPPER _'�'� " � - - -- __'� \ \ , \'�' x I., "T WATER LINE, SEE NOTE #2 ( '__' )-jv __ - _�' ,III Z-1; - - - _____ Z / / /' / / \'�_' - �' . __ � __ - � / / 2. THE LOCATION OF THE 1" SANITARY LINE AND 1- COPPER WATER LINE IS FROM , - - ______ // I I -. - - / / / ____ � , '�' / - __l____lj_ � - ___ '_____ I -_ , I/ '�'�': 1, \ 11I /I / . / "/ __' _'�__ / I I/ "', AS -BUILT INFORMATION. THIS PRIVATE LINE WAS NOT MARKED IN THE FIELD BY Miss �_ - _� __ -CUT AND CAP _," , ____ / ____ - ';� - , - 't --- /'�� / - / I / / I/ � 'l`,IIIIII I - " . . . --- " -_ -- ) ------- � - ------- �/ / - I __ / I - '__� - �- - / -_ , '// / / 1----------�' . - _" . � I /�' - /I - , - , , , I I / / , . '� z - ; , , . I-- / __ �_ . S, /' I / \ " - t IN / . -- - � � - UTILITY. - I I . __��'_- __ I �__ - --.-- ____ � '- '- "' � -, -11 I � / I - / I I DE IN WELL AT GRADE, X� "I ' '_ / '." � \ "_ -, , / "', , .- .' ';_�' - I- \ - I ", / / 11 - 1\ � _____ � � ,- ,>� - - '�" I '% /// 3. CONTRACTOR SHALL INSTALL ALL APPLICABLE EROSION AND SEDIMENT CONTROL _\ - ' , - / - " '� /14 "', - -- - -, / - . - .- . I I - ) SEE NOTE #7 / _" '��' � - , \ -. '�'� � / I I � /� ",_ '\ -- ,.� - \ OPERATIONS, SEE SHEET CES -101 AND I -- /_ - . I - , �' '<. �___ I _- , m"Ii" I . AWI . ___ I / '� K, __ I I __ , . It - I '. . I � __ � - I - , . I / HICKMAN'S BRANCH STREAM BUFFER. - / / wto )rls- , -, - / _ -'� " L - � . �� _�'- -:I P E TE R' JI EN MEASURES PRIOR TO BEGINNING DEMOLITION OPERA - , ------- , I I I" 1\ 1\ / ", - �' _1 "- , -1 Ij - -/, /�';" ,-,,, --:,- \1 " '.� EkON " / , I ___ f . ____ � . . ____ '_�__ � I - --- __ ____ I 1, / � --- " 11 . '�'_ , . - __l' I " � \ \ �/ PUMP SIAIIN PARCEL CES -102. I . � __ � � � _. . . _____� �\� , '� � '.. I - I/ .", � , , � - . I - I I . . � . .. . .. � - . \ BUFFER PRIOR TO __ �' __;� / \ I ,\- ' z ' - I - , - \ / . 1. . '/ - �. ___L_ . ��. . ____ . . � . � -_ -, . . I . I , , / .. / / / , b ", , - �'� , - -- I ,/ T�VIP 78-311E - . I— _________' I . � � - . . � � DING.- / , � , - ----, '�� /' - , \- Ii '�- / TION IS RECEIVED FROM THE . /11 , . I .. . . � . .- . .. � _� 1. . '\ �' 1� I / I --"/, � � /' ./ .". �_ 1- , �' -� ,,, '�'� �� '� I I / / 4. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN AUTHORIZATION _ � - I . ..,-. - I � . � . __ - 1. __�__ . . . � -- .1 . �, ", , ,_ / -_ , . I p � .�"'. I I 11 _ / / / TAINED ALL REQUIRED PERMITS FROM LOCAL, STATE, . . . . � � , - I __ p , � �ej 0.147 AC. D B 1828 1 OR HAS OB __ -7--- . .. I � . . � � - I I I - , , " I �" ' I I \ �11 `D' / /' /'� -__ -- - I p PL .f . -' . . .� I � _ . I . I , � ,/ I I " "I � z..'___- I-" I � I , ,� ". \- -Z ____ . I - - - / / - � � 1. \ `4_____� , 1, I __ '� �\ 1.\ � . .-,\ 5- - . . . ... . . __ � _�-----__ - � . I �_� � � . . . . "--- ':-� I" . - -1, , , // / / / z - "'� � -_ \\ / -- X' - 1 82, P L i�j ---,,\ __ _� � . I I- - ... --�� .. I � - . � , . --_ / " / � - \ \ 11 7 - , AND FEDERAL AGENCIES. -- __..' , '.. � � , � ___ � "__ � _'_ �. __�' 11, 1, I ___ _�'' - ffl�_ / / "', I I .'� / I ,� ./ ' - -�-_' /y __ "� I . \ \ 04III N � \ �Z' . , oc /&Dg-�' , / - \� 1 5. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING PUMP STATION DURING ALL I . __ . I �� "I I --- I -_ '7 1 / / . / , �' __ � _'C� I --- \ , - .. "'� " � - -_ / / / I 'j - --76 I I , I - - I I z - � __ � I ", / I /. , '. z -, - �'t4_7 / / / . '.. - / I " ��_ i -__ I `�_b_/lv 11 PHASES OF CONSTRUCTION. - . I . - . � V . 1\ - . �� , \ I . , I , tk� - . . . 1\ - 1, . 11, �� - __ I I / // �/ ." � " . � I -_ , '_ 'l \ , \'F�' lo", ,I - I / I., -\\ I I -, . ..' . _ I . - 1\1 � -_ -- l I / /,-- I A ' / / - - 1. .� � I ___� �_ 11 "I _ - - 1 - / I I � /I ,l I "I 'Z _-I- " 1\ , \ �, \ \ , \\ \ I I / I I . I I ' - _ - - -- 4 . '�' '%�" 1, - - /,------ t __,j I I / I • N/ ' , I � � ,,, \ \ I ' i ��_ : 1, I ' . , -.1 6. THE EXISTING PAVEMENT INTO THE SITE SHALL BE USED AS THE CONSTRUCTION __ __ . � . I ___ . __ 1� - , , . \__�'(_ i � I I / , .__/_��___ � I \ \ '.' \ \ \ I \ - -.1- I z I/ I / / / I , - ... I - , . � I � , ., . ///'/ ", / � - \"<-, I I I . . _0I i - "�\ " , � \ \ 1 - � I / I , -T--�__� " � , , . � \ '>_'I� �' \' / � � \ I . I I .. . , , I',- I- � // _ � / . \11 I - \ \ � / I / , � I . � � I � __ I , '// ,,, I \ '� \ , \ . _ . I 1, - -_ - -_ - //,. ' 11 "/.� I .� I �' I/ I - � � - . . . � - - - I _, '/ /� /I/"- 11, / -/-' I - / . - 1� � . : __�' . 11 I - - -"�- � , -_ � , I '/ I // �/ . / / � 1. 1 25% SLOPES -�, - - . : I �. --I- '_\'�_ ' , \ I "-�- --� -'I '_ ---7- -I i I '�-�� --y-, - � ' , / ) ----/ / '� - '� \ � / / / ENTRANCE. \ - I �' 'l, - . - - . �" )II , '� I '// �"� / / / " , -4: : '\\_ - - � \ _ - /' // , ��' \ _� \' , I ..' 1. ,- i ____ ., 11 I/ '. '/ / / '/�/�'/ "I /� /\ � \ 4-1 , - 7.1. " � � 11 � 11/1 � '� '�l I.,- 1 I., I., I I , .. I - ' - I I . . 1 \ , I , , . I / �' - * , � '_____' - _ - '/� ///'/ � . '�/ - � � \ \\ \ 1, , \ \ , \ ' �' " - ' - % '____ , . - ' '\ , �/' Ar-v� -'�� '�' I- I _� . '_--� - '\ '� I,--- - _�_' . / \ �r ,,,, � .- � , / I I\ 7� ABANDON AND CAP WELL AT GRADE IN ACCORDANCE WITH DEPT. OF HEALTH AND ALL I - __ _� ___ ____ , . I I . IN & v ) I " I " I � I �11 x " I 1 " - - - ' - '�' '� I \ - _ --- ____ 1 I/ / / 1 6 1 , � \ , I ' \ ' \'� ' / \ .. �_ � ��:lf '3� '. /' � I �t STATE AND LOCAL WELL ABANDONMENT REGULATIONS. 7 '_ \ '_ , � � . I . . "I � \ �' : '_1 - '\ 1, , I '. 'A / � \ I , 1, � - / " � - - - � __�_ 1� �_ I/ .1 / � � 4 0A . . � . � -4 \ / 6. 8. TITLE TO ALL MATERIALS AND EQUIPMENT TO BE DEMOLISHED IS VESTED IN THE �_ -1 - " ___ I I . \ \ . . 11 -�-. o 1 - - I ___ '_1 1� _�/ ' I . � I I I \ � I ' ,\ � �\' '� 1-1 . �;._l." -1 _1 � ' , - ' / : I f.] � \ '\ \ I I All I � __' � z \ \ '� I , \ ---- . z , � \ I _ � - \ 11 _'� r I . / . 1. .. .. / I I \1 I ' ) . I _ \ CD I I _� , ' 1, " 1, . � � .1 )� � � I ", , - I . _'ss��,' 1 RECEIVING NOTICE TO PROCEED. THE OWNER WILL NOT BE 1� � , 1, _ -_ x . � � I � : !�' . � � , \ , -�-� - � � �� \ ,I , "� I ' - zz- - - - __ - - �� " . . � /. * . � \ \ �\ \\' ). - / / RESPONSIBLE FOR THE CONDITION, LOSS OR DAMAGE TO SUCH PROPERTY AFTER NOTICE , , ____ ___ ____ / C)�) " .� -1 I I � ' .� 1. li I 11 :�_ 260.00' 1� 1� 1� - -- N� / � . I . . / � � ,� , I � � \' I., -, --- � .. . " , I is 11 - - �Z_ --"I) I I . I � � I / i I "�.' 1_---, - - - I �_ . i I II i � �' \ � � - !�_ - - � ��_ " / ; __ -1 , / , , . I . // * �' . _A� , 1, / f�. . � � � ,I 1, '.- � I TO PROCEED. '�' / I � . / / / I \ I S 2 85 25 2_" "vV _ " � . . . I _/ / . I � ':��' . t 11 I . , � � / -, _-�' ' 9. THIS PLAN MAY NOT SHOW ALL LOCATIONS OF ALL EXISTING UTILITIES ON THE SITE. THE _____ I ___ �'/� . . ll� . � � / , I, I ' '�__ 11, �',_-. 1. -.,- �\ v - � I . -) \ . � I 3895462.5825-8 ,, -, <�o - ______' _____ '. I- -1 � 1. . / . / I i I i . I � i h 11 I ; .'��; �" z '$�' \ � - - - - - - - - __ - - - - - __ - - , '_'� - . � I I �� \ " - CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND EXISTENCE OF ALL _____�'_ __ - - I / '� �'� \ �j \ _�111'1 \ : �/ ' , I T : __ 1, . '�� / , I � � . . i , 'I - I I . 1, _ . -, \11 I � i / . � - . 1� . I / I � � � \ -1 , . . 11 �' \ \\ UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS OF WORK, CONTRACTOR IS RESPONSIBLE � I . ' c' - I - - ------- L_ " ' . . � � . . I I JL� � . I - I 1\ . r "I . � , " , I I I . :�-- *l. r- I - . I I I i , , I I I � I I m � I . I " TION OF ALL UTILITIES ' � . I / I I / / I I II [ i � I , " , �' I I I / � . � 1, � . .1 1. � I \ N'V` Ol FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCA . I I/ 1 k / , . I . . . /� -�/'� ' � � . 1. . . � i / 11 � / ' , ' . , I I I �) // I -1. � "I �\,' 11 k� . Z"�B� , PRIOR TO BEGINNING OF WORK. BEFORE BEGINNING OF WORK CONTRACTOR SHALL CALL I ' ' BUFFER FOR BENCH MARK IS SURVEY------- , / 1, I - , _TIREAM BU' I ' \ - \ , --E 1`1500867.27221 -, APPROX, LOCATION - � _____� � I , I I I ' \ ��'_ � / , \ 6 �� I � - . � , 11 , I / ' I \ ' ) , \ HICKMIANS BRANCH PER CON POINT T-9293500 N . . � I I I I I I \ "� \ , -) u . / ALBEMARLE COUNTY ISIS 3,8951755.60800 E. I . . I I . 1� . � . A / /_ j " ' " i � - - " . I . - i � I . . . \ � __ 1, � , , � I- I . :� . / - - .11 - . '�) _7.2�_ / �' - I , � / 1� I � 11 , ' . - \ _� - "MISS UTILITY" AT 1-800-552-7001 TO HAVE ALL UTILITIES LOCATED ON AND NEAR - - - - - 11 I . - � � � � � � - - - - - - - . I " i f , , , \ / 11,500.95 5200 . / / ( / / // / / ) I I, . �' .. 1 .' " - N, , . ' - I . � .1 I 1 \\4 . . , ": I . THE SITE. 11 ' ELEV. ,11-23.96 , __. I-- . . � �1. � . " / . .. . I . . . . �' ' . I . / I / ' ) � I/ f I / )'�/ 11 I - ..I � 11 - '- I " \ / / I I .' 11 , - �. .. 1. I � "\ \ 10.PAVED SURFACES SHALL BE SAW CUT RETAINING STRAIGHT EDGE. SHOULD THE EDGE BECOME JAGGED OR UNEVEN CONTRACTOR WILL BE REQUIRED TO PROVIDE STRAIGHT SAW CUT A MINIMUM OF 12_ INCHES FROM THE JAGGED/UNEVEN PAVEMENT EDGE ALONG THE ENTIRE LIMITS OF ADJACENT PAVEMENT. REPLACEMENT AND REPAIR OF PAVEMENT k A A ITEMS SHALL BE CONSTRUCTED TO MATCH EXISTING CROSS SECTION, FINISH, COLOR AND Affift- ru__"E mu'_'L I T I 0 IkN' P% LAN GRAPHIC SCALE PROVIDE SMOOTH TRANSITION TO PROPOSED GRADES. SAW CUTS I ' ' ____✓_'� ' *\ - - "* - - - '_ - _�__ - - �\"� ` , I 11 � , , , , - - __ -______ __ T_ - ___ , i --,( " ___', " � �" , - � _ - " - Z_ C Y� _� '\ �) � � _ -,-, I % 0) SHALL NOT OVERLAP OR EXTEND BEYOND THE MATERIAL TO BE REMOVED. SCALE: 1"=20' 20' - --- 20' 40' 11. ADJOINING PROPERTY, ROADWAYS AND OTHER ADJACENT ITEMS SHALL BE COMPLETELY 11 11 � I ii� PROTECTED FROM DAMAGE BY DEMOLITION ACTIVITIES, AND IF DAMAGED IN ANY MANNER, TRUE NORTHSHALL BE RESTORED Tfl RIGINAL CONDITION AT CONTRACTORS EXPENSE. . SCALE: 1" = 20' 12.CONTRACTOR SHALL USE ALL LEGAL MEANS NECESSARY TO PREVENT THE SPREAD OF IDUST OR OTHER HARMFUL AGENTS CAUSED BY DEMOLITION. 13, THE USE OF BURNING OR EXPLOSIVES AT THE PROJECT SITE IS PROHIBITED. � lillillill''1111111 . � �lI lj� lii III , 1111, I I I 16 kwill- 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ( 7 5 7 ) 253.2319 FAX r =z PANTOP"5-. PUBLIC SAFETY STATION CHARLOTTESVILLE, VIRGINIA R E V I S I 0 N S 01.05.201 / RESPONSE FINAL SITE SUBMISSION 10.18.2016 RESPONSE SITE - - --- SUBMISSION -------INITIAL SITE - 88.2010 SUBMISSION N E0. DATE DESCRIPTION COMMISSION NUMBER SCALE: AS SHOWN - DESIGNED: DRC/MC _ DRAWN: DRC/MC CHECKED: DFB DATE: 1018.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED- COPYRIGHT OJG, INC. (C) 2016. sp� SHEET TITLE DEMOLITION PLAN SHEET NUMBER I ,a I OF 18 BEFOREYO�UDI�G, CALL MISS UTILITY AT 811 (1-800-552-7001) LEGEND . I ; / / , , - 11 "� I._ . � / i � \ � \ \ \\ �, / / / I . -,�- I , f 1,5,1 1 �, 1 ;,k \\ , � . \ I I I I I � . I --?,qv. -'u'\I / / , � I/ / // I/ / I I / , A Q 1 \ � �_ , \----- \ ______ 5' VDF�T T \ \ 1� I � / / 10 / 11 � \ \ � ll___� HN V qU 1- 44101 � 1_1 i �, , i 11 TING: - " / / ! . � i � . , 190 P. 227 PLAi I , I � � � S� �-4 Go. / . 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LOCATION OF ----- � HICKMANS BRANCH STREAM '__1 PER AL BEMARLE OUN TY 3IS � � � � � ___ , , - _--_ � , - ____ , , � ____ I VARIABI _rE WIDTH, SMP MAINTENANCE AND A NT D.B. 31189 P. 229-230 PLAT -- "I'll- c I 1-11-1 a — I .,---- g_- -''--' \ �� \ ,� \�, \ ,,,�, \ , \ --�-�C"3 --:- � \ , \ \ � 1". -",- C- PROVIDE TO ACSA, , , \ � I, - DEMOLISH 6" DIP FROM 1"x6" TEE TO HYDRANT. CAP \ , I 1.11> � \ 1-7--,, 1, �__1111__`,' \ I c� \ 1, / I \ \ \ \ 16s� _�__,�� , ABANDONED I" COPPER WATER LINE. �l \\ \" � A-1mv\ou-1- ,\ ", � I I 1\ \\ \, I I \ \ 1, \ _ , I � I oi� I 11 \ � � � 4 A�,� ,AJC; ,\ ,� 1 i l\r \ I \, \ � \ � . , � \ -,_ I \\ A 11.1 11 1 I ,i \ - I i DEMOLISH ± \ \TEL. \ -�e 'I \ \ -, sm I_ ,ASPHALT SIE 1_�`�ll WOODED AREA, TYP. I \ I TOP 440.4-4-- __ I -, , "" "' \ - , \ \ 11 �'' lly�_\�\ �_ - I 11 ' 1- 1'/ IN '4 2 - �9 -. Q 1 - I I \" I \ B Tx \ \�- ----.----\ -IN' I �ca11 i --,,_ 1. . N I I -_ \\, `rQ . \ . �,,� �\ I \ _�, \" � 67�DEMOLI 1\ \ �l 74_�Z�_�_ . . 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I , � I __�__ TRAFFIC FROM VEHICULAR TRAfFIC PER �-,, / ,I-- ,Q,?,. I , �. / / �� . " I �, ,� I , -�. ,�� - ,,',� I �__l �_/ � ", 1_� - ., �� " / -�__) THE VIRGINIA WORK AREA PROTECTION � , /�', 1, /\ I f "I". -1 ? , , , , , ' , - ,* ,��l / - , _________,z 4 , � i __14 . / 't --�- -V / . , - ,4 ) . __- MANUAL. 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"��\ , \�,„�,:,0 .,.,1��_/ I..\�- � I - _l_.,. , I, �', ” . .. � �,,, � �l _ - __ w — _ \-"- \ . -, /\ . , � \ V,�..�. WATER LINE ' '� lk ��,� V I �\.", ,..'...".._.�,�,�,,��- - � ..... ..... - � . . �z ''I .... -.:.�"/:URA ' , '.� . I . .. --,... I .., __a__fa_______0�_J__ GUARD RAIL \ \ 1.11 ,i�8. \ ) �: ....t I I ��,�,,' E ;�� , - I .. . -I , �l 11 \ \%��',,\. 1�l . "\�\1 '\ . -- , 3 1 , . N . .-Top�'! \, ' !,.l -:F '0.:',!�' - \ I -.,I 1, I, I ;l ,:�:-.-.-�I �I..", _. 71-- � ......, , " - - :I-,:,: ",. I �_;- �.�. �i� � , , , , I �\\ k " t "' .. � ' � �:--,'4-57l08:'-:': 1 :,'� ;. .: 1. ,;, _ , , \ / \ '. \,.,_�,'�/":� ' ASPHALT PAVEMENT I , \ ___Y " \A \ " /'"; , ,- ��, � \ IN \ \ v X��- ��j \\ �, , ", I ' _____11�� N\,�Z.4��N,� ��_-,..�..-�.-� - -- \ ' �A,\;J:-t--447.64 ,-.��.''� -'� , " _�--_-� � � ,, - \\_, 'IfI .--,,�4 4 .I.-- 1 lll� \" -� , ,� _v )�".-2�'1.. - �. .�25% SLOPES -)-"�..3 �11` - `>",' -"EN 1 ,_�xWA_[ER � � L- -- -.,�-,,I 46. 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'�\D -A, �" I:_.,��,,% ,,,,�:, �'',1 LLANTER,- - _t�: � �/\1�_��.., \ �::/t_:�\;'.-�,".: -: � ..": ; - I ". :12.�,, :.i;TREE � ___/_�.., Jj .:�,.:'.,_ /" ``�"I,",'f�i2', . 3-_�/,0":.., - '. . - -- -_ ,;,_�/.1; , - , , - ,._,��,':�. �. -, /..,.I1 / _ - _ - ; -_,,\ I \ \\ `�_ -JI[ � -4. �___, ) � 'I"__-�.:� �,,,,! .": e':�: .-,- - .,-, �i� .. �,.",�z-, �_�, \,.- *, ;,:_ -,- \ -_,B ' . , , � -0- SIGN ' , A., 1V \/ ZO, � , //� - / ,\, - ':': �y /11, —Z v ,7/,. . .�.�..._ .....�. : '�,q,, ��._�., .� ,, "..,.�'., ,� � I " -. - � - I\- " , - � ,:. �l - :: ;..* ., .....- ,,/,; .�7;� , �_�. I I , � ;,� , �; ;', . .- .1 � � 1�� -�� ; . 1 !, �:� LIGHT ,� ,, , 11 , I -1, , �- � r - . .,, Z�.:.. . -, , ,/ / , .. 1�> ,,, : I/ , ,- - _�:_A; �-\,,,. .1. - "Iz, . ` _., .,I . -" ..,.�. _ , .,I� / �': -\ �- 1,, /, �,��,--L__ I _��z"', Z,,, " �, : .;.. �..-I \ ___ g-, g . - . ''%, . -,:\, qI L_ , ,PROPOSED: - 1 -- - -_�_ w zf-1: I; , ,1\ - /1 / , I�Z/ 1� _� /'-.� /_ ,- . I, _�l�:.I,-"-,,,".,":.,� ��,-/,.. ,'- , .. -, , - : - � I �'. � _..,. BUILDING TO BE DEMOLISHED /\" .;� ..:,� -;C .. ."__-... . � ..,/. �.�.'��: I __ .. ISH ± �'- 2 -i z '' �. - I� 20 LF CURB & GUTTER L, \.\ \�-I��-�/- -�,�� .. ;��l .I: , �'- �. IN�__'��CLEAR &GRUB TREE � ; � , ,� ,-�I..... -- . ,.:"��-�Z, .."'',. . "I z,�t"�,, �- , f, �_ - -��,-�� , �.., �,:.1. ;.\".�, X�PAVEMENT TO BE DEMOLISHED ,.< I V ±12 LF METAL GUARD RAIL. -,111 "lr7!4�_�:,: "%I'4��,.i- ,---,� �-, ,., , / _�� -. ,.MR%�'T-SPICE POINT I �_,, �l�� , ..,� �. . . , I .1 � . I . , � /�,_, ;. 1: 1 0_ % . I- . . __ I , �;, - �'.I -,- . 4 1 ,,,� - .. � -, -I ; I l�� ,�At - - I � ��::. :. . , I V \ I TEMPORARY GRAVEL ROAD � _.�-�,-G� ". " 1; . . ': ,� , ,� DEMOL ,LF OF-/ , ', .z� : - , .,-. ....., .1.111'...,- .� t,� z, --% ., � . , CONCf E ON , /- � � : . �,.;� �, -k- - � . , 1�11 . .� ,��.::-"� ::�,_,.. ., � \�l. .-� ,�. ,�,; __ I.- , _/� �� , _�, ;� �..�_�,_"7 . , I _Hk , PE n ,�I � 1. , e7�' - ___� 11 � � i, . 1. k � '_�' , - - - ' ' - :� �` I \ : ,f(TBD) -� GAS , \ � A.I,\� , \ , Lj , ", �'1'.�� _ \ I 11.1 --: :� _.�I - -,I �_�,I UTILITY LINE TO BE DEMOLISHED ,,��ITEM Ta BE DEMOLISE{ED .-.1, 'k 1. -2R 3�K I - _" �vxl __ -,\ '' " �- -I �,11/, 1",,�-_, ��, x,,, . - -...I� __;l �,,4 L r c_ . I..___ .,� " 2 � WATFRLINIE EAS`M�J� 1�� 1 , � '/—:I— � I — i � ----- I F_4-: ....:_:;,Z,�, N I LIMITS OF DISTURBANCE , �,,�, I .� - ,'.�, b �- p P , �_Q8 '-�� , <" -.r/, - -_-_:I,,� �qll�_, , , �l ....DISCONNECT AND RELOCATE i — — — — — —.. ,, 1�1�",.� . , -, � - � - .1"I�l 1.� � �,\ . ", ... � .1 - r� -1 I - 4, I �__Jl;,`�fj_, - - - TING POILE MOUNTED� I -_1 I. � �� __11_�1 I ALTERNATE PEDESTRIAN ROUTE � ,,-:�:.-�%. �'�. ? \45�F�,��,� 1 . -'en EXIS- ---�,_ , _-1 �_ . `�;/ - 11„-- � - ��__ z�_ >:�,R._..�.�-� �� /_).�'_�. Q, '",��REA-LIGHTIKG rlXTURE WITH _- ” ,� �'. ��,.,\ , � - . �_ , �, w � , . I,,, ", I'''-' ,_�� ',' - --- - ` POLE AND R,EMOVE EA� _��NG:: -"_1zI -1. ,� ", �- , � '-- , , f - _ __ ,. � -�_ __CONCRETE FOUNDATION. SEE ,--:��,_,,/"" . �� _.N �, -1 I/ � I II I"I44 : �� _�., ' ->--- -- - - --SHEET C ` 429� -, ./, -102 FOR NEWI�_ � . ___1 - _.. _ -� � I " �_ _ROJ"-.� - , LOCA N INV IN ` 1's-, . '/l,� �REM/OVE ±85, ' ETAL GUARD IL, 4`k' -___'� / RA �___�, 'l-�-_\STORE AND -1N TALL, SEE SHEE-T-_ -� iI/RE 4?" _'/ 0 ---, �P�/cC-102 FOR L7CATION. __ _<_1 -t� ,_ -, / 19--,,DEMOLISH../±95 LF z _s,` 11 - ,+'�CIJRB &,,, _� ,_/ ,,�UTTER _-, 1311141-- ,, " , N.__,j /�`��/ll ___ /. � __ " ,j ____ ,,� / ? i" -I ,-_' ,�ll ' - ------ IiI / /- R MOVE GUARD RAIL TO/NtlAREST SPLICE POINT //) _ &BEYOND LIMITS OF /DEMOLITION SHO/i ilVARIABLE WIDTH UTILITY EASEMENT _.,// D.B. 1828 1-:'. 64 PLATIAPPROX. LOCATION 15' V'7PCO L_ -F ; ')02 -----__EASEMENT D.B. 319i P./ �� , \1 N N \\\ x ;�_ VAi-_�\'iA LF 'AlIDTH BMP MAINTENANCE AND ACCESS EASMENT D.B/ 3189 P, 229-230 PLAT / x I -1 E IN G I INE E RS ARCHITECTS 0 JWA � I rk 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ('757) 2 5 3 - 2 3 1 9 FAX , � , ,♦_�_0 _`S� � ,� DARREN RICHARD 5� CTJRTIS Lic. No. 1622 /' 1. - - 11, . - COUNTY OF ALBE-MARLE PANTOPS SPL}LIQ"SAFETY STATION mml�Ml� R E V I S I 0 N S 01.05.2017 RESPONSE FINAL SI -FE SUBMISSION 10.18.2016 RESPONSE SITE SUBMISSION — — _ffqmT1_sTTr__ 8.8.2010 SUBMISSION . I A' N(3,DATE DESCRIPTION I COMMISSION NUMBER SCALE: AS SHOWN DESIGNED: DRC/MC - DRAWN: DRC/MC CHECKED: DFB DATE: 10.18,2016 7 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTi2UMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALIUAI !ON, BIDDING AND REVIEW, OR CONSTRUCTION OF ASPECIFIC PROSECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRrTTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED, COPYRIGHT DJG, INC. (C) 2016. � SHEET TITLE DEMOLITION PLAN SHEET NUMBER I i .- 3 OF 18 11 GENERAL NOTES,- \��\ �`� \\ f a\= f f 1. REFER TO THE ALBEMARLE COUNTY SERVICE AUTHORITY APPROVED PRODUCTS LIST FQR ALL WATER ANQ SANITARY PIPE, FITTINGS ~`� = ~ 0 \ \'\\ ` ~��\ �f APPURTENANCES, SERVICEAUTHORITY,ORG �\ �� '' , ,,, / 2. GAS LINE AND METER SHALL HE PROVIDED BY CHARLOTTESVILLE GAS. .SUBMIT SERVICE APPLICATION. FINAL GRADE WITHIN 6 1\ F�\ . ,. <\ ` / INCHES, ALL SEWERS, DRAINS, AND STORM SEWERS MUST 8E INSTALLED, BUILDING EXTERIOR SHOULD BE FINISHED AROUND X11 , " - : ` � PROPOSED METER LOCATION AND ALL TRASH, DEBRIS AND MATERIAL MUST BE REMOVED FROM SERVICE PATH BEFORE \ I y;,:; � :_ : ` ,- .. - \ / CHARLOTTESVILLE GAS INSTALLATION. "I ' ., .:` ' .:::: : / - -- , ri l 3. ALBEMARLE COUNTY IS RESPONSIBLE FOR ACQUIRING THE GAS LINE EASEMENT ON BEHALF OF THE CITY OF CHARLOTTESVILLE TO `�, j \\ � � / !' ,')� PROVIDE CHARLOTTESVILLE GAS ACCESS. /* -i \ `'\^ / / i /_- 4. PROVIDE UNDERGROUND GAS LINE AND UL LISTED GAS TRAIN STUBBED UP AT CORNER OF CONCRETE PATIO. ABOVEGROUND \ ',,,1 , ` \ ' ` : /" / ' _ ` /----- NATURAL GAS PIPING SHALL BE ASTM A5 GRADE A OR B, ERIN OR SEAMLESS, SCHEDULE 40 BLACK STEEL WITH ASM 816.3 / \ ;'-, j_ ! ' / / f/y/ ***4 z ` MALLEABLE IRON THREADED FITTINGS. UNDERGROUND NATURAL GAS PIPING SHALL BE ASTM D2513 SDR 11 POLYETHYLENE PIPE / / I `�` ""' < .:. y::.! % ! / r/ WITH ASTM D2683 SOCKET FUSION FITTINGS, UNDERGROUND GAS PIPING SHALL BE INSTALLED IN CONFORMANCE WITH ASTM J ` �. l ' ' / , '� -- D2774 AND SHALL BE BURIED AT LEAST 36 INCHES BELOW FINISHED GRADE, UNDERGROUND GAS PIPING SHALL BE PROVIDED J ~< `` , : r / / , / GAS LINE C�NNECiION t r ' .' / //' i // le //�/ '' �, - '\ WITH DETECTABLE WARNING TAPE, 12 INCHES BELOW FINISHED GRADE, EXCEPT 6 INCHES BELOW SUBGRADE UNDER PAVEMENTS / BY CHARLOTTESVILLE \ `' > > / / J AND SLABS. APPLIANCE PRESSURE REGULATOR SHALL COMPLY WITH ANSI 221,18. �J / GAS SEE GENERAL \°sr f %'`'`.. !' / 'f rf f �;'; % _.-`� SlIN / r' r \ / / / 5. CONTRACTOR SHALL COORDINATE PUBLIC AND PRIVATE ELECTRICAL AND COMMUNICATION LINE INSTALLATION. SEE ELECTRICAL - / NOTE 2 THIS SHEET' y, / ' % / '',, ' / r SHEET ES -101. �,d' \ J ��` , / / f / f -.._/ l // \ \ / r r 7 - ft < \ t 6, ALL UTILITY EASEMENTS ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND PUBLICLY MAINTAINED. r� \\ YI :� yr '-:=rr _ �'� ' = �!�,✓ r_ / � \ / , / / M` / kr 7. BOLLARDS SHALL BE PROVIDED PER DETAILS ON SHEET C-505. BOLLARDS AT BAY DORS SHALL BE LOCATED AS PER QETAIL 1 - % / � / `. \� / `z /, 7 , , J \ 4 .� / / ON SHEET A--101. BOLLARDS AT BUILDING CORNERS SHALL BE LOCATED 1' FROM THE CORNER EQUIDISTANT FROM EITHER _ -- / '�,? �` ' / / //' �h' ` ' - \ \�� `� / r ! j ' / c� r/ �C F „o r ��nl 4 r BUILDING FACE. l /' I �• �L\ � / //'% / '/ , //. F t-, o 4``\ \ 1 8. SEE SHEET C-102 FOR CONCRETE PAVEMENT JOINT LAYOUT PLAN. / f \ \ c ' ,/ f1. / / / ✓ , � ,\_ ��\� / / 9. KNOX BOX IS REQUIRED, SEE SHEET FA -101 FOR LOCATION, f;`-- f % ; /',r� r 1 / / ;- /&��\ `a,4,k �� ; l 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNT' SERVICE AUTHORITY (ACSA) INSPECTORS. THE / f' ''lcl f /� /' i %' / / � / '/ /, / � 1�� \� �h�� CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. `//I ✓ / � / •r / � ,� �° � / / / / // � � / ��\ '� �� \ �\� 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON / '" ' ` / / / /' ,/ - " .- , �+ \ ' \\ �\ i / / / , , 1. THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, i N HIS O INITIATIVE: ECTI GAS , / /, J/// // /' / J / �l� \� \� LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. / /' ,�' r / / ! -- \<o \ \ 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER %SCREE: 1"=20' '� a ,'/ / / / /'/ ''' _-� - - -- f\ '\� \\\` CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, // ;/ ! / / ,/0 / , / ,/ / ,./ --_-� --�_ \' `f \,,I l a\ , \' , 4, DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, / ' f'! / / /' /� ! _ _ \ ,\\\\ \' \ \, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-8O{I-S52-74T01). TRUE NORTH ! / / `� %' / / / / / ?' ! ' ' _ - / �� \\ \ \ \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3,5) FEET' OF COVER MEASURED FROM � ,r/ i ! f % J / tx % ' ; - � r `��`\� \ \ THE TOP OF PIPE OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND , ,, ,,�,' � - - -1_ �\ t \ PIPE, TRANSFORMER LOCATION, SEE �' ,/ l / �% / i '` '/ / / / / =- 1 a ` WATER LINES ETC. - % /' �\ �` \�\ ' 1 "1 ES -101 FOR ELECTRICAL AND / / / �/ / J / f / 4 \ \ � \ 7, ALL WATER AND SEWER APPURTENANCES ARE TO E LOCATED OUTSIDE OF ROADSIDE DITCHES. y / � // / , / / / % & VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE COMMUNICATION ROUTING. ! ` �. � \ // // 10 GAS EASEMENT !' __ ! // I I , \ � , �� ` \ EXTENSION OF THE LINE. P / ' v ' / ' ; // / ! 1 ) \ 9 V E DUPLEX GRINDER PUM p 9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. INV, IN 420,90, INV. OUT 422.10 '' / �!' /' '! % '' , r j I \ \ \ \ \ �', 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS (SEE DETAIL SHEET C-504 & s / " / / ! / I ` p, , EFFECTIVE JANUARY 4, 2014 (SENATE. BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT), ( N `` 50084 , 559" `s � " //- ' - /' �'/' % / / //'/ % / � �'. / // / / I ' 1 I � ` \ � �`� PROFILE SHEET C-202) E 'i 1500804.5 123 __ f� ' � s� /�// X / // ,/ i / /J / �I /, / / I \ N28'52'52"E ! _ _- �` __ i=lZ ;✓✓ � ",/,/ / / J / / ,/ / ` ` l I � t � ' , \\�I IS - - ___ 2=30,00' _ _-S&-1°fi 08~- , /' ! / / / / / 1 - -_ GRINDER PUMP CONTROL 2 5tCt -IOTA[ i - f , ; `S e ALARM PANEL \ ,. , / �� '' / f i� / f / / / �" % / i' ) I, ,� i , G� \�� MIN. 10 PARALLEL , - -- a , !' / / / �� // / % / / /� �� I 1 I i 1 ` /�' % i,/ .� ,� SEPARATION _ �_ _ - - - - / - - - / > "/, / / ' /' / /' f 1 11 / / _ --4A sem---�-- S - -� C�'' % i C% i f / / / I I i I _ _ -'_ ` j ` l / ,/ /' - ,- _ - \. 5o ±102 L _4" P PIPE 2.6% _ - / / ,% �' - /' 1i / / ` / 1 / / / I f TREELINE f / / `- - > ,''tee r-- SA_N SA SA� FLAG POLE 3a' HT.), SEE / ` � .� I . / / / , � /, / f I ( � ` � € I � I SON RETE EQUTPI £N { % / f/ �1 SEE GENERAL NOTE ( / / °: CaNCR TE PAQ AND E CL65UI�E FOR / l ; j 4 ? 1 i -_-- s .<:. ; DETAIL SHEET C -5f15 i I ` + / i' !� \ #4, THIS SHEET . - - / )" .+Pa / FUEL TANK/ PUMP AND DUMPSTER, 11 1 j ( 1 , I AD, SEE DETAIL ; `/ / � r \ - -- - --_- �::� . I = ter_ / / / ,SEE DETAIL SHEET, C--505 r. / � \ / f ' ' i 1 r % SHEAT 5-102 - - - _ - / 11 '' / EMERGENCY'/ /' / i \ \ �l ,� s % / \ dx a i / l / �, 1 J I <`� /` l j / «I: / N:3895818.4537 / . i j t / G.ENERATO / - - ® _ \ / .� 1 £:11500869.3161 1 i ( �' l i f l `" � 1 / ! / �__ / _ ^ / 13.5 LF 4 --NCA i I 1 ( ! r l l , 1 , ' ' �/ PROVIDE MIN, !/ - ! N:89562.444 PIPE 2.5% ,� - __ 11 -- �..�- ; 1. / I i r , J r / / f I It f / ` 'f - , 4' CLEAR / E: 11500769.9367 y /' / j: .� / . � \ i / l / ,/' / R40' £TW. EQUIP. l I i11 9Q' �, a I r 1 \ \� � f / / 1 / / i / f % 8 ta I j , a I I i \\ ,1, \,_ �/ / ,/ i FF 8 ; , \ / r J '� / / / .-- - .I.®_ ..i 1, \I C) , 43.00' I \ j j ` I 2a'{ SANITARY SEWER R 'EASE iENT�(PRIVATE), i\., `; �_ Z / �f r / f /1 '� ' '�' ''' f m281.. 0' e 'i IBE+� `� . a° .00' R56> I -- - __ « �a 1..' � 0a LF 1 1/4" HDPE PIPE �\�(\/ -_._ � f / � f % /' r % iJ i- -/ ,�' / E� l �� E�..� E� J' � _;,' F � T � \ � A_ R2' � „ : ,url I ; ', 1 ` �, �\ / / / / f l% �- ,3:I . / .:,:.E, 70+\ ,* - - - - A_ -_ , HANDICAP PED PARKING SIGN ,/ __ '" - � �! ,--- F i v 9 � SEE DETAIIL SHEET C�-5O5 \ ' \\ , \\1 r _ = /, / , f� ! I AS METER a , . e �,„�' ` ! f / I.. 0a ! : ° - \ ENSURE MIN 18" VERTICAL /� _- / ,� r v ; ' '' :.. .. AARATUS m .� P. Rte. _ a /, 'b R4 1 SEPARATION BETWEEN i' // .. TEMPORARY GRAVEL ROAD,& i -- I ( ' . :� . e\\ EAD ONLY METER FOR BAY ENTRANC « ' ' HEAVY DUTY %- �a \ \ \ \ WATERLINE AND SANITARY - 1 - .....I ...._.. MAINTENANC \, 4 'G 1*�35, ' �p f o- SEE QETAIL SHEET C-505 ' ' ' - - - . EDICAT Q INDOOR TRUCK ,I, « . > . '. - CONCRETE , \FORCE MAIN / / 1 r - . . - BI:�91._QING N: 389 675.2471 A xi �J01 g . p b v > \ , I, ' -.y / - - - %'' --'` - ----.. `�� TEEING, METER IN TRAFI I 1: . « 1\ « �� / X 160 GRAVEL SHOULDER % _- E:11500 89.6896 -1'�' ° . a \ fT - , \ H ` ET S 0- 505 / W �c r EE AIL SHEET. S y e E R B OX. _ .-- ATED M TE �� , _ I '_�. AMBULANC BAY v 6 . � = / _ - ! f ,/ '"`� - � .. � .. .� ..... p. � ETER PROVIDED BY \ . « �-,--=-� SSX Y� ! ='" �, \ - / / t /- / \. 4 �0� _. ENTRANC / , I A WITH \ l D N TE ! /- TY. COORDINATE WI COUNTY. 1 E. / F TYPO F 4 S `�` . ' OLLA,RQ O , . 08 QIA B - ,� \e , ____ / ....: �; . CSA. HET I / ` ,"/ \ -_ \ a GENERAL NOTE 7, THIS« S E ! . / f / NT SEE e %4 ° �, > F °; ` / ` i/ / / // ! ASPHALT PAVEME \ _ 0 a-// - �1._. - ` - g y __ �_. _ ,y; , « ., - I / I VARIABLE DETAIL SHEET C� 505 \I 4f c, 2 v - _. - _'gip :aJ _ __�:- , ......... . p« - � -42 « _� / / �� %' p � � �x - I / D.B. i 8<< 2 .. ti. 9 C� v. o w P 4 �k Ir, I�- ~ 1 // I _ «p TERMINATES CURB 1�iI�iH1A - - _ - % �`1._LL_'_ 1- PVC . TRUCK FILLING . LINE l pI. � 2 TAPER TO GRADE \�� / T P o fi . gip, - \' ill / I / I .. .. .,� , C3 p 4 . € . C� o _ . o- . .,, ', .r'�'' -� �; mak- `. t _ �` _,,;{ = �F t % r 11 ... ... «. , R50 ..... A (TYP, 4 PLACES) ® / pR� 4� r= ' ; ' r - i /`/ / R35 u' A o 9 ,, f _ - / �. 2 PVC D M STiC WATER = �; _ - - / 157 LF4 E - ` a -- - - - a; b a a 7` , q a a� \ / 11 - - - - - _ ` ,. 12,00 9 �.. ,�� a ," - lk �1 DOMESTIC WATER �` � .l /' I/ / �� , � . , - .. METER, METER IN / ' ` �,'h n« r' j f � / _. ,� ` 1N0. V1t �., - I ,--TRAFFIC RATED METER //// 1 g�J[`jq�q \�\ . , ` G s, l - / I t - ----------_ l'�_ ' � ry. ' - r;9:0 .... :ca .. .. }{�. -- F1O"U0 I BOX. METER PR0V1flEQ _i /- \ �� . �_ t l �_ ,� «i. i / BY COUNTY. COORDINATE f,,:.'..:.. \ r�-RE£LINE RETAINING WALL WITH 42 HIGH, \\ _ / J - -_-_ - .\. -._'--- - / �� \ rpt t ..:\t :-. 'i':::,::: . �C : ,' _ \ I f / T. - _ , ...... ............ - � WI ACSA, r \ -_ _ \ / R188' � � �........:. ems. `� ,. � �.�' CJ(/ >/ _ HOT DIPPED GALVANIZ'EQ (G60) \ / 2, PVC DOMESTI WATER k 1w . ri",,, / _ _ __ , = - - i l /' STA ARD \ b' GR -2 ,. = \� -, r / -t TAILING, (SEE SHEET . -101} - - �EDICAT D 1 F E ND \ - / c n f / �-I FIRE LINE (PRIVATE) /' 1 W -BEAM GUARD RAIL `.. .. / `� `�. CG -2 CUR j �- \ _ / / HYDRANT (2) - 34.8 � I / \� /, , ` r-\ ; I J _vp��--1� I -_ . POSITION FIRE START AT STA. 2+25p / 4. ; , y /BOLLARDS, .'.'.'.:.:;;'.':.:'.' -\ \ `fie ` - - -` -- , R A \� l� 'E `� �- ' ' c i SSE DETAIL HE T, 5 3 r \ -~� / I _ - " J \_ \ PARKING LOT STRIPING, �_--ASPHALT PAVEMENT ��.I ,/ / f iYQRANT OUTLET TOWARDS \ ` i ;F� r `v , ,�" , I _ ' WHITE 4" WIDE, TYP, ~ __ - - "- /, / 1T -I PAVEMENT EDGE i ' 1 \ I' \ \ \ -, I < :::. L . ss�, - \ `___. CG -2 CURB /, / / \ �.'..'' / - �'7 \� / FIRE LIN£ VALVE . ;r \ 1 \ "N I�� `::: _. �. \. i ACSA WATER LINE EASEMENT (PUBLIC) 1 \ �, .yam \ f I / v j - - % 00 IS _._ �.......�..-___s - _._ - - _._ ._.._. .._. ®�.__.. ..._� ____-___�___ _._. _ WATER LIN EASEMENT (PRIVATE i ),i I I i } i � , , `\aa S28 52 5_ w - 1 1 r � �i JI I N 3895462.58258 r � c) __ _ - _ _: ; - E 11500867,272 2' APPROX. ? 0CATi0N - ! I 1 .. t11 11 i \ STREAIu Eau ER EGR ! � / ` l; . f \\ r / F: \ \ 1 ` NICKIti4A,lv'S BRANCH PER .11 ! / / ' I j I ? I I ' / \ `` ::\..:. `. P. . ' �., ; �I / / \� ' i\LE3EViARLE C0ur1TY GIS /� c rr / / ,� �, .. \ / \ l , , lI �\ \ . I \ f 1 \ o \ :..j -- / \ P f 1 )4 \ � . \ � , y , \ `:s , / j \ / , � \ � I a f r Alum - GRAPHIC SCALE IV, .,,111111111111111! SCALE. 1"=20' TRUE NORTH !'t Ot 201 . � I -?I PROP0SED: EXISTING: _ E, CMP CORRUGATED METAL PIPE VIRGINIA, CO CLEAN OUT CONC CONCRETE ANr ,MW ANW MR AW CPP CORRUGATED ELASTIC PIPE AmmmilvwAw lmmmw DIP DUCTILE IRON PIPE Amwppr / EM ELECTRIC METER FH FIRE HYDRANT FM FORCE MAIN FOC FIBER OPTIC CABLE GM GAS METER GNDL GROUND LIGHT Dl,05°2017 RESPONSE FINAL SITE SUBMISSION IF IRON FOUND ArRCHITECTS IS IRON SET INITIAL SITE LP LIGHT POLE 8.6.201fl SUBMISSION PVC POLYVINYL CHLORIDE PIPE N E RS RCF REINFORCED CONCRETE PIPE COMMISSION NUMBER SMH HOLE TC TOP OF CURB 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 WM WATER METER (757) 253-0673 VOICE x RELOCATED STREET LIGHT ( 7 5 7 ) 253-2319 FAX WVV WATER VALVE CHECKED: D8 6TR10 TREE DIA. IN INCHES/TREE/CANOPY DIA. IN FEET www.d,iginc.com x 419,68 SPOT ELEVATION --- -- - --------- PRtDPERiY BOUNDARY THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG. INC. AND IS FURNISHED SP1 CONFRENCE AS AFS _.._..__ - -___ . - - . __ ___ . - UTILITY EASEMENT, y l TTI o , � � __ _.__ - _ __ __ ---- --4�----- CONTOURS ': ;.. �_ 0 C. _ I � DARR T Com{ - - - - - - __ - - _- := STORMWATER PIPE CLTRT'I8 Lig. No, 162 xSs xSS - SANITARY LINE 2 --?-2- - I -7 0 SANITARY MANHOLE SITE & UTILITY - GAS --- GAS -- GAS -- GAS - GAS LINE PLA - XCOM xcot+--_ xcom-- xco�--- COMMUNICATIONS LINE (UNDERGROUND) COUNTY OF ALBEMARLE UEx -- ;Ex-- - ELECTRICAL LINE (UNDERGROUND) --- lw -------- WATER LINE GUARD RAIL --0-----0--- -c cI-• ASPHALT PAVEMENT PANTOPS 4 a CONCRETE PAVEMENT PUBLIC SAFETY r� r_,a_l' yl__y _y� . TREE LINE STATION "_� I TREE �,___,j_ -0- SIGN LIGHT PROP0SED: _ E, & HANDICAPPED ACCESSIBLE SPACE VIRGINIA, PARKING SPACE COUNT ' / , / ' TEMPORARY GRAVEL ROAD ...' LIGHT DUTY ASPHALT` PAVEMENT HE VY DUTY A UT ASPHALT PAVEMENT WIRE REINFORCED CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT �-� � GRAVEL SHOULDER - - - - - - -. UTILITY EASEMENT SAN- SANITARY LINE FM SANITARY FORCE MAIN Dl,05°2017 RESPONSE FINAL SITE SUBMISSION W _w WATER LINE 10.18.2016 RESPONSE SITE SOMI IN INITIAL SITE GAS GAS GAS LINE 8.6.201fl SUBMISSION VDOT GR -2 'W- BEAM METAL GUARD RAIL o.. MATE DESCRIPTION COMMISSION NUMBER x x x RAILING AT RETAINING WALL . TREE LINE SCALE: AS SHOWN '•- SIGN DESIGNED: DJG x RELOCATED STREET LIGHT DRAWN: DRC/MC SIGHT DISTANCE RIGHT SDR CHECKED: D8 DATE: 10..20 SIGHT DISTANCE LEFT SIGHT SDL ' THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG. INC. AND IS FURNISHED SP1 CONFRENCE AS AFS INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF TI -418 DOC- UMENT, IN WHOLE OR IN PART, OR THE NiODIF€CAT€ON OF ANY DET AIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. 1S PROHIBITED, ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2616. SHEET TITLE SITE & UTILITY ' PLA SHEET NUMBER (-"1 -4 - 04 4 OF 16 I i il 13- E F 0 - - - R_ ------ E ----Y-- ---- -- 6-0—DIG, CALL MISS u-riLl FY AT 811 (1-800-552-7001) Ti I IL. ... .... .. ...... ... .. . _... _ ... __ ---------- 1� / .,/� �� . i \ \ \ , u � , / I I I , . - I I \ " , j , / . / , / / I I , ': *� - r..-_.�. , I / it � � \ I I , I / / / / ,/ / / / i I /I I � �x, I / � - . � \ \ — ! i I I - �� i i � . � f__ / I f / "-/ I I,� � A /\ -_ I 1� I I I I I 11 / \/ - / / I 11 i , ., �* i-1. :. 1�11 I '� � \ \ \ \\\ ,/ -_ x" // // / / ',`" I . I 11 I A ,,, z / / / , v . 1 , . . / '.. �,_�� * '.. , � , I \ \ I , / / /* / / / / '? , 1, i I / \ \1 1 1 - ,'.. 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": %. .. _:�� --e, , 1\ \ / � , - . " - / . , 'o, , \ISTING INVERTS \ \ \ , -,� �,:::::::: .7....... 1 �,::. , , \ � \ \ \ (_ , . , _� . / / \ .'. , . I. � -.,..,.�:.'--,.�....,�.....:., �.. � / �� _1� \\ . .. , _ 11 . \ \ . I \ /< \ � , \ _', � / Aj ... 1.1 �_, / I � -�-A, VAIR \ \ ,;� " \ \ \ \ . . . . .. - ..- . \ \ , S ., I '. ` ..... � 1:1� --- t_ �l � \ \ '�l , \-I'.. � - :.,.. N.:,.:".�..'*�. . �;T F 11 7� -, :� , �. -.- , EA� EMENT D.B. 1828 \ . 10 � ..- � , -, '. " . , \ , � � \ � \ -'iAF LE WIDTH U \ , \ \ - . . ... � , . � � � - .:.�:_ \_ � .. --� , \� , I , "\ (\ \\\� 2 P� 2 , \ \ I � �:,_'.X. .-� .. .\::�::,-,:::.%:::�:-. a .... - - . , , \ . � --:17 - __,, \ \ / 0 / / / � , . - . _- 7-, �1� I . - - - , L)i, I ,X X_ . � . , .........".'. - _ - _—, V�IM T N� � , 1 . _., – , � .... * I .. ....... _ � , \ \ \ 1-,- \ \ �l , , �:.7 \ � --11� , . , � - 141, � � \ \ \ - _ 1� , \ I .\ 1`1 I P. 64 ANT \ F).8. . 1 ... " / ...... I \ \�\ � \ 4 �. . " I � \ I � � _� ....... � \ \"""\\ 1612 � ....... - - \ --- , - \ \ / \ _�l � !; . . - �---�:�---��-/ ,:::��-. -:---- ... - .1 . I , ,�� : :� � . :::.::.. \ - I. % - - . -- ....._.. _'...,. - I \ --- ,� \1 y \ ) --�'l � \ . I � .. �_. , - ;, � .... :l: - \ - \ - I \ \ \ \ \ \ '\ \ ,/ \ \ \ V \ - ,\ IN� / \ / / � \ � .. ___ .� 1� \ \ \ . -. X1.1 - .."...x'.... i , \ \ \/ \ \ \ \ " ./ i .�, � . � .... n ... � - \ \ - . � \ , . c m �,, � S..'.., _ � � %�-:��... . �. . I \ , I— I , . . , - __ 1 9j��2 1, — I -- \ \ -0, , � - \ ±500 LF 1 1/4- HDPE PIPE --Z\, - . - :�:,"�.. � -_�__ / \\ -;- \ \ \. \ - . �:�--_.'.-,.,--,:.-*�:� E/ � \ \ / �,6 -15 , \ \ \ � \\ , - - , . . � -4, ,\ ,� 1\ I ___� \ \ \ \. / 1 \ I \ \ , , \ \ \ \ _ /\,,) _,� - \1 -111, ... � -- -1 1. I. 1. ,\ - I - . I ... * 1` I , I ........ . .. , 8b�oo, I - I \ / V�CI<7t= . \' \ . I 1_� - "\-'I-,:. , I , ... :.. . .... � - -_ -I--- `1 --,I- , \ \ \ I �l\ ., -." I ... - � rd� I , .,.. - �`, ./ .*::: -�:.:-.,::.-%�` - - -'- . :::. -::`,�'. , * >�/�, , � -1 - \� , , I . ., , T . - 1�-' \ \ \ \ \ \ \ \\ \ SE � , \ � \1 I .. I � / \ \ , \ ,- - \ o-, ) � \ :,::�: .: .. � .... . I , :�:.: I I 1_�<_ ___ \ I ./�\ \ �- \ --- -, �:. .,% , r , . 'i � � , . : _... :4-,...::� .. 1- _. ... -1 ... .... \ \ , �-� / - .. _.� � � . __ / \ \ * I ... � - __ . ........ ... . /N : \ . . .. 1. . \ - I . . � , rvo._ . ... .... . r. -:,--: , � :: / �', \ \ I � v ... x/ \ , I GENERAL NOTES: 1. THIS PLAN MAY NOT SHOW ALL LOCATIONS OF ALL EXISTING UTILITIES ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND EXISTENCE OF ALL UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS OF WORK. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO BEGINNING OF WORK. BEFORE BEGINNING OF WORK CONTRACTOR SHALL CALL "MISS U-171LITY" AT 1-800-552-7001 TO HAVE ALL U11LITIES LOCATED ON AND NEAR THE SITE. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXISTING PUMP STATION DURING ALL PHASES OF CONSTRUCTION. 3. INSTALL BLACK STANDARD SIZE MAIL BOX SUPPORTED ON 4'X4' TREATED WOOD POST WITH 2'X2'X2' CONCRETE FOUNDATION. MAILBOX SHOULD 13E POSITIONED 41"-45" ABOVE GROUND LEVEL AND 6"-8" BACK FROM EDGE OF PAVEMENT. 4. RELOCATION OF EXISTING PETER JEFFERSON PARKWAY LIGHT POLE: PROVIDE CONCRETE NG OF EXISTING POLE, SEE POLE FOUNDATION DETAIL ON SHEET C-505. PROVIDE MINIMUM 12"X`12"X12" DEEP POLYMER CONCRETE IN -GRADE BOX (QUAZITE OR EQUAL) WITH TRAFFIC RATED COVER TO INTERCEPT EXISTING BRANCH CIRCUIT WRING AND EXTEND TO NEW LOCATION. SEE DETAIL SHEET C-505. 5. THE DISTANCE FROM THE PROPOSED PUBLIC SAFETY ENTRANCE ROAD EGRESS TO THE NEAREST INTERSECTION TRAVELING SOUTH ON THE PRIVATE ROAD PETER JEFFERSON PARKWAY IS ±285' FROM CENTERLINE TO CENTERLINE (INTERSECTION OF PRIVATE DRIVE PETER JEFFERSON PARKWAY LOOP). 6. THE DISTANCE FROM THE PROPOSED PUBLIC SAFETY ENTRANCE ROAD EGRESS TO THE NEAREST INTERSECT10N TRAVELING NORTH ON THE PRIVATE ROAD PETER JEFFERSON PARKWAY DRIVE IS ±180' FROM CENTERLINE TO CENTERLINE (INTERSECTS WITH PUBLIC RKWAY). I / � Ii/ ,,,� - ") ' . \V1111 � I - 11 ,,�\, � / . �`� ", '10�- *� � , . 1. i �. h V�/),� T I - R 9\ " , / .. - . � .1 - - . , ,z _A� -`-�-- \ , ,., / . -': - .: �.�_-- 17 I . ... / — / / — \/\ \ \\ , � �� ... � . \ .6� , -,�_:.,:::...'' , \ ' I 1 A -L:,�l �� I : .� / ,,, . . . . - . . - , \ \ �e.:"` , �, . ''... 7_T__ 11 __ --- _1L L I / ", \ "'::-:�.'. ", * , .. \ � /// i -- z _,-�_Z \ , , VA� ,BLE WIDTH 11-1 \ / \ 1. _-,-:..--:.-...:,.�::_*-,�,':.-*:.:.,.-:'.� ,.,... I �,:-.�:; �,%-,.-::, 7/ / '\ __ \_ _� \ .., �4 .. / � __ 0,�-, \ \ \ \ \EAQ'_�vIlENT D.B. 221,6, P. , \ \'i' A\� - .1- I � . , \ . ..... ... \ �1. .. I ... x ... * , I . , o�,, / .., I`— I � � - - % -i� .... ... I _ , _ �, / / I ,- I \1 ,��. / \�- _ . � '. 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" ; .,;. .� .., , � I , , � , -505\<''.:'1 ..,. ......, _11.111_1� , Q . �/ . \\., DETAIL SHEET C N_ , 1,--- .N ,\ - - - I � I , / �il, I - ; r, A' I - I . , - _ I - -, � ': I/ -l: I - �:�;,' �- � -, IR45 / . �l '' � " \ \ 1- : / , . T�� , � . :� --< . ....... . .... A. I . A., � � . _ -1 .... \.*...' . , , i �, , - ... - \ ..... . , I , c".. - � I. 41 1 / :, - .. -, :-� : --_'�. "-: ..... - - . -,., \ ': .- ; �, . , ;� .I,'. , - - .1 �:. �� -.,.,., ,� � - . .. :� . ... ... . ..... � ; . ". - . - ;-_;\� 11- - �_� , ;' . _, I i :; � . , , ., - 1� ... %,.% :%�: / ': - � .:.\* . . , , I �..., 11 � �� -K�. 15:� 7_-: ....\.... _,_ ..... , , . I ... �.4� I '. / � , � / . �. , _ I .... _j I I - . Z.... '± 3 - . .... .: :�: � I* - / � I � �. � IF t VbOT� GIR-44-4- AM � ASPHALT \_ 11 \ \ , ,, .: . :.:, :-\ - '� � ". , 7�< .. i: .... .... � . 1, : / -, . -5 _ I ' , , * , , . ... .. .. � , , �::�:-..�-:- .... � '. I ., ..:: .,\ v-%.:,...-.: -_- � ... , . , 1, . � 1'�. :--- '� , ".., . . - . � ... ... 1;, ., ,:,I ::, , \' . '. ..... ., . I i�� I � , - \\�,\ .... , � � I. .. -�::,�,.,:�::._ ... ,- I �` .:9* -1 �-// f 19/11 , .. .. . _ . �qj�� , .��,_ � .. � ........ � .� __ PAVEMENT _____l .. .......... - .. I ... _.i_.. , r, / - . .. : --�: ::-: ..-, , --- . I I '.. .,..,_...._.%V%_..l.. ... %..... _.�___t,��, ./�. I - �l -.'.1.,; _ . ' ' '"' ,,. �`GUARD RAIL NfH END SECTION. \ --,,,�', . ll, ...' . -:� - - .. ��,�2�i�.: ....... �,/� , , . �\_� ......�. % A....�..... . � � " ,,� ... �::::�!:��:�::�i,.:.:.:. /. : �� .: :I, ..,. I - �! -r, . - / , , , .... - _ ... � I' , / . I � - `.�"�- :""REINSTALL SAL7AGED GUARD RAIL. \ \ "j, ,/<-,Nl \ ....4.6. � .�.......� .1 .... J.....�...'.L - . , � 1>-V . , . :i:.� .i,�/ - - ., � :_'.;,., . . - \ ....... '..., �� ..... .. . �_ _ - 1^� I \ ::-w:..'-* . ..... i. "I I I � - ,>vl - I I I .. - 91::�::�-�,�:-_��:::� , . ,, . / . '' - I -1 --- DETAIL HET �5�5Q \ .. .. i::. . . I . �, , ::'' -��:. & -,j:,-,�,:.::,. -./- � , �_''�,�.rr _!_� - __ \ / :`.. -, . ". , . ./ � I I ;�r � , - '. _ PJ; R0NE EASEMENT � . / - - - - I 1,_�, >-, - , _ . ...�_.J_ - I' � "' .mx, , , I /,........ q�K,- -� " .,..,.,-, . �.,. - -p ,.:: � i::-.* �*, .... ..-.�4_ %..., - - ��. ��,�-��Q,f�� . . � ,./ / : .... . , . �*.`::j /� ` . \ __ I -, __--% -N�, � . . X. � :. " -�� .:.*�* .�..... ... � , . . . I / - ---_, -\-�;_-::-.,'. i '. , ��,, V" i I . 1 ....SIGHT'..... .. T / f�,. . .� '.� , I : ` SIGH � I. - ,:�4 CORE &CONNECT- _. i I . I... I �%.' /%% lz.l.. I . "I., P, �, �'..�.� -, , I ��NLLUUATED POLE --MOUNT LICH I 1-1 � : . , ,�: , � ,�'.'_ . - � � I I ,. �, , - � . ,...� 1, . , --- 1 1 IST - I.,'-: /. '--� . �, . . I z . T�N,c .'/"\, :. FORCEMAIN INTO EXISTING 1 1 i �.... � . . . I.... 1. . /,. / ../ 1-1 "', � -64 - FIXTURE SEE GENERAL NOTE #4 \45J, .. � . �l ...... �, . , 'I, . . 11 I _ I . �/ 1/1 '. * �,\ 1, .147 �� - _o ",':,� __� . ,- �. _0_ , , -- I I I I i ... I ....... ,. . ;:,1-1 .-, -�, ; , - � -:,�, �, __� I 1 . .. .... r, 3 ,�,�, I . �. , , ,.. � 1, TREELIN MANHOLE, SEE PROFILE' I , � ....._�.. . _ '. - ;�� " , . � 1.1'._� �'N SHEET;__ .� - , . .:, ''.. �, _ .,�?, - .. , � - I z , \ ..... * " � , , . -_ I , . I— " , . " /_. 4 ", '. �'- �_ .,..I�.� ,�. "I ______ "�'0111� - .,...,:.::,a,' 6, . � , , i I i . ..., � � I . � . Ill -_ SHEET C-202. RAISE ; I / x '/� I �/ �,. ., .. . �. �.. I - , - - �k J " / , , . 1 _41- 1 ASPHALT PATCH FOLLOWING 11(n" . " , I --,. 1, - . I � I - / , , 3�9 �- '..", II" _ - . �� I � .� . , .. 1, 2 LF 1 0 D. 1. - i �? I/ . I �,\_ �� ":", / 11 -1 I - ._.�,;_ Y //' `Y -Dl PIPE INSTALL, MATCH EXISTING -, /-\ L 13% E M'' A FRLE COU NL'T'%Yf C 0 Nk'STKN-% Ul C T I 0` IN N' ® I )_"�_ MANHOLE RIM TO APPROX, ±8 - � .� ,� 1: � . . ) 444.5 FLUSH WITH PIPE. REPLACE I I I � 1..:...r,'� V .,V�� j � . ., , � � �_�\, � '_ . ': �: 7,-�'� �.`. - , 1. , '://� ," " 1� O', : . 1: / -1- .1 1, �,-'.�, , _ .� - v --SECTION __ 1\ � ,�,-- ...:,; - _,� EXISTING I / , , " � .,/,. / 1�_, I �'.11,e- - � . �'. f 51 -_ - � ,; '. .-) , * I - I � I w , , � I I_J/j�, CONNECTION TO ANY PROPOSED PAVEMENT. AT EXIST /. / i ,-) / - , - , :4':� .; - "' " . . , , , , 14-- _� �n 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF WAY, INCLUDING CONNEC �� I 11 , �"�Al I I .r. 9 ,_ __ %,.�!� i � . I 1- �,_ - __ " - SEE DETAIL SHEET C-504 i I ; 1: " N ./ / _� _-, 1�1 INVERTS .... . ,::��/..!! / h _I---- J ,' ' R45'�� _Q /� , l*, /', 1 ,-67�, / -_ -_ � I/ ..", .. � �l I I � __\ , / .,� Z z . .111, '.: `Y. !�: : E TRANCE R , SEE i / -_ ------_ - --- , � EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT),, �(l 11 :I,- X_ 1, ,� - - \_� � . / / I 9z, -� , Q-) , I I , THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 1�_) -�, I I / / /. ;i, ___� _-, I . f " I� �111 '. � .;,:r, -504 , -__', � ) 0 V I ) !/". T DETAIL .. §�HEET C /0', �_ 1 /- . I... 1 'l/ 1��.. ., � " Z / ". ,_ �, / , I/P - ,., �:� - , 1,�,l .1 ,,,-��> - I . . '. . . - :: , � / I p )11 , DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. _�_� I I A , , � 1. , I , I ,lj_� �� r, / _'' , '.�' _,� � . zz S4_ p � \ . 1. . �. , . . �'k `�. /,/�/*��/`�--: ,'� . . , , , . . .. 11", 1 if.131 , " . . . "./, _�/ .��, . , . --- APPROX. 1 OCATION (_)F------,,\ 1___�l � I - I � I 1. , - . . 6:, ; " -. , -----.-,' , , - --- ____ _`��_ , / 1 ... �. , 1 . . � :. I ' v - , . , - 1: .- � - i & __ , ) �-'�,:-:/.- �: �l . . - I . . , "�,� / : 1, , I'' _'. I e, � . . -.T, � - � � _. , '11: �_,/ X i I ,,, �.: . . . , . , . I ; ,C- '� . _: � - � � , 1 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS A,ND STANDARD HICK BRANCH STREAM ) ) I / ' I � ,,,-� . . . .i �� -. ("', . , � . � - . , " -_ I I , 1. . . .1 . x I , . , - 4 , . . : _ �, � , - . - / /1, / — I I � - . � � / . _.. � �- . _, ., , ;, -_ 1. VDOT CG -12 DETECTABLE i - . I _,.�, . 7 , - I , - _� __. _lt�"_ OF VDOT UNLESS PER ALBEMARLE C0UNTY CIS '&5.1 � - I _�_ -.�,"/44, WISE NOTED. �, �_ i 'tl��. � I / ". / I , /:. 1, - /.- - ) . . .1� I .� / --_� "Ill-- - I-, / )___ WARNING SURFACE -,,FULL I I ... 1. v � �- _` P�"- .."., ��/ -, - -:,/�, ,:. �, , � �... _. � hl� ___ // . -1 - . _ - - . - .. ,'///, ,_ ___�\ _...,& .-.* 4/� , . , , . , -, . , , .: . " / � 1 /, I I , " I., � - , "" - . WIDTH OF SIDEWALK I I �,,,. � - i / "t � 1 ,/.,., . � � - , '. �/ ___ . / " . � . i - � I - /, .� - " 4... - - j/ /I -_ 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED ____ /11�" I . / � I . 1.1-, - �/ I/ ". � , � ..� I �;'� - - - , '. � . - - '�,,.,-�/ I / ,--) / 11 � '. . i " / -, ., - � --- EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING AND - I _l/ 1 . // I " :y - � _,.� /,/ � . . . -..�. I , , . ,- , _ ,, / ___ , / / I .. nv. , ,.. . . / , --- � � I . . . I � I I / I , I I .4. I I �_ I l/ __� . 1, , . /, I I � /, / . / _�/ 1-1 I I - I... � ,,�. -_ OTHER CONSTRUCTION. ____ /. � ' R *-BEAM -, � "."�, __ ____ . " � � / / \1� // .. .,� / , -/) ,�,�`- I , �__) I / -7Q ,- . �/!.�:,Gif,A`RD RAIL END 1� ' " / _____ / // 11 , fl�X � � , , I , � . 1-1/ _,,- , .":,: 11, ,� 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. J__ 1 ASPHALT SIDEWALK, MATCH ,��,, ___-� -A$E�� N, . ., I .� _____ � I � , . -/ _� `''7 . . I—: f_,� :��-__ EXISTING WIDTH, MATERIAL, / &�-- c_� I- , _�� : I.-, ;:/, ,;. , . I, , : - T�I'� / �� _Y EASEMEN. / �_ 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL; VERTICAL). WHERE REASONABLE OBTAINABLE, LESSER I ____ & CROSS SECTION / W / � / ,�� - vARIABLE WIDTH UTHI I - Livi I , . 1/1 /- SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. )� " - ____ _�_ � '' - ____ / �,��__�__i , I // // , D.B.M. 1828 P. 64- PI_AT-------- I _ I / t � - - / / //// - _l/ A' IF' R, I i A�BLE WID Fid -,---, / / / , " 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED MEN IN THE OPINION OF THE )�, UTIL'TY EASEMENT . ____ / / / / COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED A DRAINAGE CHANNEL. __:�l D. B. _33 7 7 P. 4..8 ID I_ A T --- ___�� ___�, / - / / // �� f .- � 11 / / / i I (n ___ co 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL OF UNIFORM TRAFFIC CONTROL y �b/,��l -1 I/ to c- / �� w _-4, ') / DEVICES. )__l P�j / - // - ) C�/,/�D I ,�� . S. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. - ') 6), / , V / / ;--) 7 / // //\/ / 9. ALL EXCAVATION FOR UNDERGROUND PIPE MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION _� / / / ./ / // /" / INDUSTRY (29 CFR PART 1926) -) I / / / \1 f LEGEND EXISTING: CMP CORRUGATED METAL PIPE co CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE DIP DUCTILE IRON PIPE EM ELECTRIC METER FH FIRE HYDRANT FM FORCE MAIN FOC FIBER OPTIC CABLE GM GAS METER GNDL GROUND LIGHT IF IRON FOUND Is IRON SET LIP LIGHT POLE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE SMH SANITARY SEWER MANHOLE TC TOP OF CURB WM WATER METER WV WATER VALVE 6TR10 TREE DIA. IN INCHES/TREE/CANOPY DIA. IN FEET x 419.68 SPOT ELEVATION — - - PROPE TY BOUNDARY UTILITY EASEMENT - — - -- - CONTOURS - - --- - -4-20- - - - -- STORMWATER PIPE SANITARY LINE ---XSS —XSS --- S SANITARY MANHOLE --- GAS — GAS --CTAS — GAS — GAS LINE - XCOM XCDM-- xCM+-- xCU+-- COMMUNICATIONS LINE (UNDERGROUND) .___uEx---- UEx— ELECTRICAL LINE (UNDERGROUND) w ------------- WATER LINE ___D______ GUARD RAIL ,` ,- ASPHALT PAVEMENT - 7 4 � . __ 11 I CONCRETE PAVEMENT . ry_y___1)11_ly��r_\(�� _ TREE LINE � I . � TREE ---I-- - Y_T_ SIGN LIGHT PROPOSED: & HANDICAPPED SUBMISSION ACCESSIBLE SPACE Q) PARKING SPACE COUNT � i // i i i . / i , // z z : L/ : TEMPORARY GRAVEL ROAD ....... - , ....... .... -, - .. _ . . = . LIGHT DUTY ASPHALT PAVEMENT . ..��. '� ..... lll..."....Z.;.Z� . ........ . . .. . ......... * - * ... _...., , [..'...,.-.-.,...,...'.,.'.-.,,....,....-.,-I...".....'......"�"'"* __` .1 ... *_......_.:._:.,_l I �,_,......., ... ..... ... HEAVY DUTY ASPHALT PAVEMENT r_. .------- WIRE REINFORCED CONCRETE PAVEMENT HEAVY DUTY CONt�RETE PAVEMENT � [�,- �-�- _--_�_ _ � GRAVEL SHOULDER — - - — - - — - - — UTILITY EASEMENT SAN SANITARY LINE FM SANITARY FORCE MAIN _w _w WATER LINE — GAS — GAS — GAS LINE VDOT GR -2 W -BEAM METAL GUARD RAIL x — x — x — RAILING AT RETAINING WALL � . TREE LINE llw_ SIGN X RELOCATED STREET LIGHT SIGHT DISTANCE RIGHT SDR SIGHT DISTANCE LEFT SDL ENGINEERS ARCHITECTS a q , 1129= 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ( 7 5 7 ) 2 5 3 - 2 3 1 9 FAX - -� �' ,�, -,�T,i t, 11 3401� O;�ZIN6 't , 41�r/ ` I ll� 5�1 I Z) _��A_k. �� DAR-P,EN- RicTTLARD 1�; , C Ljp:j�js, Lic. ATO,. 1622 , � T, � �111_'_ i,&_) I�Nl _�_ o -q-11 0 COUNTY OF ALBEMARLE PANTOPS tUBLIC mm��A �s�� R E V I S I 0 N S SCALE: - - ---- AS SHOWN DESIGNED - : -_ - DJG DRAWN: . DRC/MC CHECKED: DFB DATE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIM! TED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT, REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC- IS PROHIBITED. ALL RIGHTS RESERVED, COPYRIGHT DJG, INC. (C)2016. w'.. SHEET TITLE SITE & UTILITY PLAN SHEET NUMBER _ - 5 OF 18 — INITIAL SITE SUBMISSION fNalillI CMM'IONNUMBERRRi SCALE: - - ---- AS SHOWN DESIGNED - : -_ - DJG DRAWN: . DRC/MC CHECKED: DFB DATE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIM! TED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT, REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC- IS PROHIBITED. ALL RIGHTS RESERVED, COPYRIGHT DJG, INC. (C)2016. w'.. SHEET TITLE SITE & UTILITY PLAN SHEET NUMBER _ - 5 OF 18 DRAINAGE SUMMARY TABLE ------- ------ STRUCTURE ID DESCRIPTION i LENGTH INVERT IN INVERT OUT SLOPE REMARKS SWALE #1 GRADE SWALE 186 LF 426.20 422.50 2.00% PROVIDE EC -2 MATTING SWALE #2 GRADE SWALE 195 LF 426.20 421.00 VARIES PROVIDE EC -2 MATTING SEE PLAN SWALE #3 GRADE SWALE 235 LF 444.00 424.00 VARIES PROVIDE EC -2 MATTING SEE PLAN CATCH BASIN #1 VDOT DI -1 DROP INLET NA 423.10 423.00 NA PROVIDE HEAVY DUTY CAST IRON FRAME & GRATE; RIM = 425.50 15" RCP VDOT CLASS III RCP 110 LF 423.00 422.45 0.50% PROVIDE FLARED END SECTION MANHOLE #1 VDOT MH -1 NA 416.20 416.10 NA RIM = 423.50 48" RCP VDOT CLASS V RCP 107 LF 416.10 ±406.68* 8.8% *+0.10' HIGHER THAN EX. 48" INV. OUTFALL CONTROL VDOT SWM -1 DRAINAGE STRUCTURE NA ±406.66* 406.58 NA PROVIDE TRASH RACK & ORIFICE STRUCTURE #1 24" RCP (3) VDOT CLASS III RCP 65 LF 420.75 419.00 2.69% PROVIDE VDOT EW -6 ENDWALLS, EA. SIDE & FLOWABLE FILL BETW, PIPES GRASS SWALE #2 (2% SLOPE FOR LIMIT OF GRADING IN CRITICAL SLOPES PERMITTED 125 LF) SEE NOTE #2, THIS SHEET VIA A CRITICAL SLOPES WAIVER (SDP201 000067), BLACK PVC/HDPE FLARED END APPROVED BY THE ALBEMARLE COUNTY PLANNING SECTION W/ CLASS Al RIPRAP COMMISSION ON OCTOBER 19, 2010. (INVERT OUT= 42165) 0% SLOPE (SEE NOTE #2, THIS SHEET 14 _LF__= -8: _a2. _0 PVC @ 0.57 423.50 LEGEND 7 r\ EXISTING: \� \NCONTOURS STORMWATER PIPE IP PROPOSED: -421 CONTOUR *-�27�.13 EP SPOT ELEVATION 3Mr_32E:MM33K STORMWATER PIPE FLOW ARROW RIPRAP FLARED END SECTION A -co, SWALE CENTERLINE DRAINAGE DIVIDE X sF- SILT FENCE \P1 p INLET PROTECTION N v ' \GROUT CONNECT EXISTING SLOPES > 25% RCP TO NEW MANHOLE MANHOLE\ #1 MH MANHOLE \'6' DIA. VDOT MH -2 EP EDGE OF PAVEMENT (PROVIDE IN ACCORDANCE W/ VDOT zz H-2 STANDARDS & DETAILS) FIG FINISHED GRADE RIM = 423.50 XE) INVERT IN = 416,20 C INVERT OUT 416.10 L CENTERLINE k 107 LF - 48 HP HIGH POINT SQT CLASS RC z Z bitflkb DETENTION 'POND Ccp CLEANOUT MAX SLOPES 3:1 TOP OF WALL %K (SEE NOTE #2, THIS SHEET, TW SEE SHEET C-503 FOR T C=#3 'RETREATMENT *%AK TOP -421,25 14 < T --Z PROFILE THRU POND) TOP OF FOOTING QM=419.00 A INV INVERT 7. PROVIDE 5' WIDE TYPE Al RIPRAP GRAVEL DIAPHRAGM, 6 - CID 5' VVI D TH ULPIH. TOP OF STONE SHALL BE FLUSH NTH PAVEMENT. 5 426.42 -��'--ELEV=42t25,, CLEANOUT, PROVIDE GEOTEX11LE FABRIC BENEATH STONE. 8. ALL RIP -RAP SHALL BE MINIMUM 8" OF VDOT/VESCH TYPE Al �-�2) 33 LF 6- SIC 2 O 40 PVC_ 0 2x426,42 A 'RT CQ _C 1 25 426.17" 4�6.22. I I- - -.11 RIPRAP OR SALVAGED RIP -RAP FROM EXISTING CHANNEL. EP ......... Ws • PROVIDE GEOTEXTILE FABRIC BENEATH ALL RIP -RAP. 426.3 X N. 426.{00424. _�-425.92' ;!� 9. CONNECT ROOF DRAIN PIPING TO DOWNSPOUTS WITH CAST VQ C FG IRON BOOT PER DETAIL #5 ON SHEET A-201. 85 25 LE6 PER �CH� 40 PVQ D RATE E c %ALBEMARLE COUNTY �TENTION A -110 LF - 15 VDOT' IORi _4 w If/ _1 \A� ... I " - I C�A SS III RCP ZSTORMWA IR 15'X30' STORMWATER NOTES _w EMAINDER OF S 0) LF 8 Sc ".40 \--TOP=423,00 EASEMENT 44�v 1. ALL DAMS AND CONSTRUCTED FILL TO B WITHIN 95% OF EMBANKMENT TO REMAIN (TYP) 26.50 DTT ELEV=423.5, 3WIDTH v. MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 777_ '\�'-�PROPERTY INE' CONTENT. ALL FILL MATERIALS TO BE APPROVED BY A DIFY WEIR TO 5' WIDE, 1' HEIGHT; ELE'V,= 422.5 L GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO '.z WIL) 114 j - CON RT SEDIMENT TRAP TO BMP 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN A I c) CY GE 4� QF SA&A BE PRESENT DURING CONSTRUCTION OF DAMS, 24 BOTTOM 400 SF, ELEV. 420.0 SIDE SLOPES= 2:1 D\� p STORMWATER MANAGEMENT FACILITIES. MAX HEIGHT CONCRETE RETAINING WALL, 6. 103 LF OF REVERE AT BOTTOM OF BMP, PROVIDE 12" OF -SEE SHEET S-101 CURB & GUTTER IPRAP, 12" DEPTH 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE _Z 4c BIORETENTION FILTER MEDIA MIX OVER 3" VVLN UtV ILA YLL V A D! OF #8 OR #89 CHOKER STONE OVER 12 ��(NOTE: THE STONE MULCH IN THE AREA ATCH BASIN #1 /61 BETWEEN THE WALL AND THE PAVEMENT SHALL D11*k Bl' IliEM #2: CONVERTED TO PERMANENT STORMWATER MANAGEMENT (SEE DETAIL, SHEET C-502/ OF #57 STONE. PROVIDE 20 LF OF 6" (3) 65 LF OF 24- CLASS III RCP' FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE ; �i \ � � � ` ` � ;I �IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE PERFORATED PVC PIPE WALL, WITH FILTER FABRIC ONLY BETWEEN THE BE EXTENDED TO THE EDGE OF THE TOP OF THE & SECTION, SHEET C-5 03) CENTERED - W1 VDOT EW -6 ENDWALLS 0 EA. COUNTY EROSION CONTROL INSPECTOR. VERTICALLY AND HORIZONTALLY IN THE 12- b. - WALL STONE BACKFILL AND THE STONE MULCH. END (SEE DETAIL, SHEET C-50 V� N, OF 57 STONE, SLOPE PERFORATED PVC 0 jD MULCH IS SHOWN ON SHEET L-101) INVERT IN (NORTH)= 420.75 I- -ION N 0,50% TOWARD 20 LF OF 6" SOLID WALL -',,. A PROX.10CAl INVERT OUT=419.00 ::'A PVC. SLOPE SOLID WALL PVC 0 1.0% TO STREAM BUFFER FOR L LIMIT OF GRADING IN CRITICAL SLOPES PERMITTED (FILL VOIDS BETWEEN PIPE W/ DAYLIGHT. PROVIDE GEOTEXTILE FABRIC HICKMANS BRANCH PER ........... ALBEMARLE COUN I CRITICAL SLOPES WAIVER FLOWABLE FILL) VIA A " ..... AROUND SIDES OF MEDIA MIX & STONE _Y GIS (SDP201 000067), AND CENTERED OVER UNDERDRAIN. APPROVED BY THE ALBEMARLE COUNTY PLANNING PROVIDE SEED & EC -2 MATTING PER COMMISSION ON OCTOBER 19, 2010, SPECS. BIORETENTION SPECIFICA11ONS ON 4, BHT. 0503 SHALL APPLY TO THESE MODIFICATIONS UNLESS OTHERWISE NOTED. BEFORE YOU DIG, CALL MISS UTILITY AT 811 (1-800-552-7001) E ikNG I IN' E E R S WAN 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE (7 5 7) 253-`2319 FAX CC lka, - , 0 1�1' - ON op Ca DI�REI� N T IL:RD CU iris Lic. No, 1622 PANTOPS PUBLIC SAFETY STATION � P1.05.2017 li - - I _ s I UBMISSIm" [10. 18.2016 RESPONSE SITE _SUBMISSION .8. INITIAL SITE 8 SUBMISSION :N NO, DATE DESCRIPTION COMMISSION NUMBER 2 1 3 0 SCALE: AS SHOWN DESIGNED: DRC DRAWN: DRC CHECKED: DFB DATE: 1018,2016 THIS DOCUMENT CONTAINS NFORWI ION PROPRIEFIARY TO DJG,, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOG UME ' NT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRIITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED, COPYRIGHT DIG, INC. (C) 2016. SHEET TITLE GRADING & STORMWATER PLAN SHEET NUMBER G OF 18 a , 1:. 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" / \ \ / / " " / i I I / , / I �/ o I I I /I \ \ 11 I I / , / I ', \ � I i I / / I , , \ 11 / J / , / \ \ / , I / \ ; 13 \ q-� / , /\,) / r 1-1 \ \ _� , \ - ) , A / " DETENTION PU'--'ND MAINTENANCE RE"'WIREMENTS /I (DEQ BMP SPEC. #15, EXTENDED DETENTION, SECTION 9: MAINTENANCE) 9.1. Maintenance Agreements The Virginia Stormwater Management regulations (4 VAC 50-60) specify the circumstances under which aintenance agreement must be executed between the owner and the VSMP authority, and sets foi inspection requirements, compliance procedures if maintenance is neglected, notification of the local program upon transfer of ownership, and right -of -entry for local program personnel. o Restrictive covenants or other mechanism enforceable by the VSMP authority must be in place to help ensure that ED ponds are maintained, as well as to pass the knowledge along to any subsequent property owners. s Access to ED ponds should be covered by a drainage easement to allow access by the VSIMP authority to conduct inspections and perform maintenance when necessary, . e All ED ponds must include a long term maintenance agreements consistent with the provi!sions of the VSMP regulations, and must include the recommended maintenance tasks and a copy o,f on annuo; inspection checklist. * The maintenance agreement should also include contact information for owners to get loical or $tote assistance to solve common nuisance problems, such as mosquito control, geese, invosive plants, vegetative management and beaver removal. 9.2 Maintenance Inspections Maintenance of ED ponds is driven by annual inspections that evaluate the condition and performance of the pond, including the following: * Measure sediment accumulation levels in forebay. # Monitor the growth of wetlands, trees and shrubs planted. Record the species and their approximate coverage, and note the presence of any invasive plant species. s Inspect the condition of stormwater inlets to the pond for material damage, erosion or undercutting, , Inspect the banks of upstream and downstream channels for evidence of sloughing, animal burrows, boggy areas, woody growth, or gully erosion that may undermine embankment integrity. * Inspect pond outfall channel for erosion, undercutting, rip -rap displacement, woody growth, e1c. - Inspect condition of principal spillway and riser for evidence of spoiling, joint failure, leakage, corrosion, etc. * Inspect condition of all trash racks, reverse sloped pipes or flashboard risers for evidence of clogging, leakage, debris accumulation, etc, I , Inspect maintenance access to ensure it is free of woody vegetation, and check to see whiether valves, � i manholes and locks can be opened and operated. 1 - Inspect internal and external side slopes of the pond for evidence of sparse vegetative cover, erosion, or slumping, and make needed repairs immediately. Based on inspection results, specific maintenance tasks will be triggered, Example maintenance inspection checklists for ED Ponds can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). � 9.3 Common Ongoing Maintenance Tasks i i ED ponds are prone to clogging at the ED low -flow orifice. This component of the pond's plumbing should be inspected at least twice a year. The constantly changing water levels in ED ponds make it difficult to mow or manage vegetative growth. The bottom of ED ponds often become soggy, and water -loving trees such as willows may take over. The maintenance plan should clearly outline how vegetation in the pond ; and its buffer will be managed or harvested in the future. Periodic mowing of the stormwalter buffer is only required along maintenance rights-of-way and the embankment, The remaining buffer can be w (mowing only periodically to sustain healthy growth) or forest. The maintenance plan should schedule a shoreline cleanup at least once a year to remove trash and floatables that tend to accumulate in the forebay, micropool, and on the bottom of ED ponds. Frequent sediment removal from the forebay is essential to maintain the function and performance of an ED pond. For planning purposes maintenance plans should anticipate cleanouts every 5 to 7 years, or when inspections indicate that 50% of the foreboy capacity has been filled. (Absent an upstream eroding channel or other source of sediment, the frequency of sediment removal should decrease as the drainage area stabilizes.) As noted above, the designer should also check to see whether removed sediments can be ed) on-site or must be hauled away. Sediments excavated from ED ponds are typically not considered toxic or hazardous, and can be safely disposed by either land application or land fill1ing. - - _�i" ...,-% ��..:[_..: �f 0 i LEGEND - BIORETENTION MAINTENANCE �EQUIREMENTS .�� ":-.."','Z _�'�*'/ , :. � 1 \� 1, 1 � , 'rl � � �` I , ., ..-.,.. ..4%. :0,1, 17 i I , �,_, � .\ I , EXISTING: (DEQ BMP SPEC. #9, BIORETENTION, SEC11ON 9: MAINTENANCE) - I , i _.. I I 1 C". 111.1. . ..... I � i " 11 . I \ _�_ _ � .:: J ,� , 70 __ -, __ — — — - 1. _%." '...:. �,�.._-.�,.,:� I/ I i �, I � . __ . - 1 2 1"... :� --,`-�', �.::: . I . ': " i ! ,,-_� � 1 11 t 11) 0 \ CONTOURS 9.1. Maintenance Agreements AVEWA*- AW :� I 1 � � I ��J 7) � I _� ... .��m.,', �� / /. -�, 1� / i I I I X , �� T ___1 � ". .i I , � i \ ___ — — — dk,_� �_ - ___ - - — - — ..., i � 0 i — — . . � i 'I I � i \ \ — � .%q , I : / 1. - 1: �: 11 I \ Alaw �,i: �, , I I,- / I I , <�l — — —_ __ — — — — —_ — — 1� Anow Anomw I \1111/. ''. , � 71. " _ * . C', / / I I I V , , I , �! I , , .�� - - ____ - - - - - - �- __ - STORMWATER PIPE The Virginia Stormwater Management regulations (4 VAC 50-60) specify the circumstances ANW 111111111111111 AMU ANW ~ �: - � � , �, �f� , �_ I / , I F / I " I j �,, � � \ \\ AW MW AW MK AM , / / / , , , I / N- ... / i � i � I � \ under which a maintenance agreement must be executed between the owner and the VSMP A=wwmvdWAW VnnhwW 11 k , *41 F . �1 w 1 Y - i I " \,", �-! AIIIIIIIIIIIIIIIIIIIIIIIIIIEWAW 'MOW // 11 / / " , 0 , \ PROPOSED: authority, and sets forth inspection requirements, compliance procedures if maintenance is — - O/ � � 1 �\ :� �! � F: \ , =-.gdmw / _ I. 11 I / I I , . , , , A f , - -, I / ,F,- i �� , , I \ neglected, notification of the local program upon transfer of ownership, and right -of -entry � ",. 1:�, .x_- � , A�� / W C- " �' I r �i\\ \ \ AINOPP" /Ac / , , , - , , /. 1 � �1 � � ", � \ �, 4',.,-:,.: ,,..., , 'i , .* I I I ; , , —421 CONTOUR for local program personnel. - ( ^, / 1 1 1 \\�_A __ / . , I / / � I 1 \ 1� �, \ � 0 �� I--, � 1: / I I i i 0 \, All bioretention practices must include a long term maintenance agreements consistent , / / � , ", - \ I , I � / I , E 1�1 `-�427.�l 1 -_ __ .�_/y � / - Y, �� 1 � I -. I M X\ , \ with the provisions of the VSMP regulations, and must include the recommended , -�-,,,`, U ... � " I I- . SPOT ELEVATION � / , / 1____ '_ � - (_� ---.I , \ Z� -,- !_1 [� -_ - maintenance tasks and a copy of an annual inspection checklist. , - I i - i '%� \ EP W., % . / / I / � _), � I � , I . . . . . Z... I , . 00, 'AN __/ , 1 \ ,� � A, \ \ " .. t/ i::.-, /---.,,` / ,_ \ 11 - ��, �1 I �_� \ \ \ E=M� STORMWATER PIPE # When micro -scale bioretention practices are applied on private residential lots, I __ \ J / 4 �, ,� I , , 1 , 'i , . t <<e / _/ -! � i - \ homeowners should be educated regarding their routine maintenance needs by being .-. .:\ , _,_ � . .; . , , I / / / , �� I ., .... 11 1 / / / / / __1 IL f -11, �� ".11 1�1� ,�v ,�, I _� ,�,� � -_� " I i I I -110 I . 'S � .�. . �,I, , ..'�': I I . 0 1 - � 11 provided a simple document that explains their purpose and routine maintenance needs. LNG IN EER �z,,:,: : . -:�I \ 0 1 "N��__\� .,�� N, I... - '; , �', / , . �` I 0 / . , \ � ,._.��.��', /�- , / , . !N ,. I I.' I � , I I I , \1 1: I \ -1 i\ . I .. 11 1 1 _18 , \ V__1_ FLOW ARROW _�.��. / / 4 I .-:1, _-,:._:.-. / , / / �� I 111, �_ . \ * A deed restriction, drainage easement or other mechanism enforceable by the VSMP r- (8� 11� / / / / 11 16 i 16. I \ \ , � 4� / I I / �11 , I " �_ % \ , \�O, Fl- RIPRAP authority must be in place to help ensure that rain gardens and bioretention filters are \ .__'. ,,. � -1 # I �\ i 11 � - 'N : - 01 "'; / / , I I �. t:-,_,'. Y !,� �r , " / / I f i / I ji I v 1 �I � � �� , � \ V , \ maintained and not converted or disturbed, as well as to pass the knowledge along to � I I / / \1 Y'� I 1� r-;\ \ I I i _,_� , I %.",%Vr ///r / // / I/ / � ,-, _12 -1 � k / I 1 V_�6__ 1 I 1\ \ -,�3 any subsequent owners, - I I W-� � � 1\ \\ " \ ( ) �'. � V% N / ,,/ / I I 4 X � \ ,O E:cj FLARED END SECTION AR"CHITECTS / / y / . I !\ � T � I 1 1 � � N I "-/, i I , , .1�1 # The mechanism should, if possible, grant authority for the VSMP authority to access the /I / / I , / I I , , � 1`- I I ,\ \ ,,,, \ i I 11 I I (T) I , V \ \ - . I / ,I ,,>,� " I I \ � property for inspection or corrective action. � I / -1 I SWALE CENTERLINE IV .Z / i I ' 'n n _��_ \ \ I — - - — - - — 5:� V N C) \ \ ", ,,e.�-,-'_':--, '% �v I , - � , \ \ \ � , , � 11 % I / 11 , / / / / / / i I i I � I , I V, i � \ I\" , '� 1. \ \\ -_-�?"� , ., , 1, / : 1 I 1 � � I , \ _i�._, 1�1� V Z %, _'. / � [ I I � � ,' k� I \ �� , I " , \, �1 �,\ - � I N \ 9.2 First Year Maintenance Operations . I ,� I I ,� (i / / / / : I �, \ 1\ \ � �'� _ _ � - � � - - _ DRAINAGE DIVIDE ,�) , I "'� "I \\ �, �i �. , ,� \ � - \1 I ,1 \ - 1. � �e� A - / / I I � � 1,srp�,�, , \ \ \ P L A N N E R S � \ / 1� � 11 \ I \ \ 1\ __,"_.,� \ \ , " \,\+-\ \ ,_\'_.� . � .. � , , , \ \ \ 1, '01 \ \ � , , ". .,. , \ - ishment of bioretention areas requires that the following tasks be � �. - . / , , , '\ lr � . . .\ SF .... .. - SILT FENCE ..�.`.'�. . I.- . 1, 11, I , \ \' N, ',"'A \,� . �,:,.. r.\ undertaken in the first year following installation: i,,�:v , '.'I I / I I �, 1 \\, � \ \ \ \ I \ I �,\ .. . � i . ,. , - .% 1:'. J � 1, 11 �. \1, 111, \ � . ,:.�. .. I .� / "i � � , 'I ,� \ \, I , \ \ � ". ;". ::�, @_ I..'' I/ / I � _? X \ ", '� , \ \ , \ \, \, � ., . . _ , ) ..:.i / 11 \ ,�, ,� , I I :: / / // I � I \ � \ " �C"\ � - � \ \ ,�, 11 IN \ - \, \ . I INLET PROTECTION 9 Initial inspections. For the first 6 months following construction, the site should be 449 McLAWS CIRCLE �� :./ I I i � � % 1, � I "I - \ -11 �" ,\ , , , .. �. -F / , ----\-67��40'1 8,','E' \ 1. G '.. I I . . I i �, � , 'X � \ \'N \ " (V \ 11'1,� "K_�' .",�_,___�:� : I- I 1. inspected at least twice after storm events that exceed 1/2 inch of rainfall, WILLIAMSBURG, VA 23185 �_ ,�, % 'il I / t I - I " \ 8D lao' \ \ \ \ I - , 1-, . / / . \ I \ I., . _-7 - _," _", ��:��,.-,-'�.7-.,..-,��.7.�,7-,."�7�".-"�,:,�---,--.,,-,..,-�'M...'�. I I I , ': \ - . I ,�, " I , '-/ I - ,Z �.:.- ,'�',,-,,�,�, ,,.,,.'. .-,.� . I A - I \ \ \ , 0 \ \ \\ 1'\�', \ i \ \ \ "I :,::� ...-.,- _� 9 Spot Reseeding. Inspectors should took for bare or eroding areas in the contributing (757) 253-0673 VOICE ,.� 11 � 11 . - . . . . . . I I. �� '�:� ,�,, / I I - \ � , \ \ i. 1 I_ \ 4 \ , I , 0, " I r I 11 �, 11 -1, "i 1 4:�� 1 ,V, - . , 11 . 1�', - JQ 11, �a \ � \ \\i,l \ fi,, " %` �� \ \ � \ �, I , � ,,,,, 1�� "', L _ I" -1 X , \ . \ \ , \ 1\� rI ? C_ ,,, , ..'� rainage area or around the bioretention area, and make sure they are immediately ( 7 5 7 ) 2 5 3 - 2 3 1 9 FAX , ,_�'- ,�\ " / / 1� \�, \ , \ \ \\ \ , \\\ \ \ \ lk 11 . %.� d \ % A, �� :.:" 1, , \ 0 1 , . I "V\ __W I .. �, '. MANHOLE � I .�� . � � " i 11 4�� , \ � \ \ I 1", " , ` , 4 I., � , .00 ! A \ � \ \ � 0�"V:::�:,. _�,�.-, -1 % �, - X. / / I . I - , I I A(l \ I � \ , \ � I I \ \ \ +, \ 11 " V \ 4h,96 � - MH stabilized with gross cover. .- .. I -..L. // - -� , � 01 \ � �, � '� \ \ , V 1/'�il \�', - ��-' ; � .-.., 9 Fertilization. One-time, spot fertilization may be needed for initia! plantings. i ,1. Iq I,,F. , , , k � , \ ., / -- � , , \ ,� � � ,� %, \ \ " \ �\ \ 1\ I ��,��-\v �' -.::.-. W Iff - - inc.com �, N 11 . �A'\ � , T, I \ 11 � \ \ 0 \ \ , \-,-" \', . .,� .1 �, ., w. djg ' , , - ." / / - ------ ------ - \ , , � � � �� I \\ \ \�,, ,,, .1 EP ,:--,%-,- , % \,., 1,:, .1 . �:.,_ .iow 7q��70 - I �' \1 , \ � I , � \ \� \ \ ", \ �'O, \ \ \ I \ \_ \ , \' - , I * Watering. Watering is needed once a week during the first 2 months, and then as needed .. ., I . :� :V / ',-/�� / � , � , � \ I , I \ \ \ \ \ \, \_ " � i, ,�_ , \ i%, \� :' - '. , " " ,�� I : I , T, \ -,��, _11i "' during first growing season (April -October), depending on rainfall. -..,:1.: _-��,-, / I _ I-.. � 0-� " __% I , _��, , � 1, \ I 1, I - I- \,-, " � , - � 4 � � \ \ I \ A ��' , �,: � \\ I � I �_ \ 'k\ � I ,-�x\ '. ." I I -or 1�_� _�j_ , I \ . _., � � � , 1, \ ::, - , " "-?, A . 01� � � � \ I _Z__ , \ , * Remove and replace dead plants. Since up to 10% of the plant stock may die off in the I (y \' � \ , �4'' \ i �Nl' .,,-',, ,., V� - �, - \ _ . � .. , ,':'� , \ \ ,\ FG FINISHED GRADE . _ / __ .", A _* , - I ,� � , " " \ ,,, , -,- , , " " X / / ___ . ,I I � , I I % v,�, � � ',:� - - � , - , I � 11 ON \\_\ t� . .�. . " . ,:., I I \ (.--) " t, , , \ \ '. . � � VALE #3A (5.67% SLOPE � 01", )< \ � \ '�',, � t � I � �T \ \\ , � i, first year, construction contracts should include a care and replacement warranty to *" � \ , \ \ \ '� , \ � 1, \\ \ , ( I , ': :"' * ' � I " .. 1110, --+-ROM CULVERT TO BIORETENTION) 1, - x ' , \ I .11 " ":, ensure that vegetation is properly established and survives during the first growing I ,\_�:'. :-� , , '� ' i ' ' ' ' � �10 \ , \ 1� : - CL CENTERLINE ,�O,�I-fi 0 0 - , .. . - �'\' , . � , At'" , .�..-._ " , ..�:i. ��_ ". � � . I 1_., ,:�� :'.k'-�� N �, s� � i , '� J,4- -I I NN I \ � . � � I 11 � ,P 11 �_.�. � � , � ( , � , 1. \ N � � � I , � , , i \ - ��,�% I .� - �. I I ': ,\ SEE NOTE #2, SHEET CG -101 - ��,--::�,_�`I.r-� � .- " � 4b8. l3\ \ � " I \ , �, � \ \ \ \ I - '�, "\\,%,: :Is� �� '' season following construction. The typical thresholds below which replacement is required ��, . I 1. . . , � �� k � Z , , I \ � . I ; , � - i I � \ \ \ ,,, , , \ " ,�, f..... \ �. I � ,---4,:,_ - , ,a,' :i, .,� �,�. , I \ , \.� .� . ... :�;� ��' , . '. i . ., ;' . ,,�� - , .J , - . I I \ 1 1 � ,� ,� .; I - - . ly IN'. ' '.I- ... ��,:�rrr � . S �;Z a.,: �. ��_ . I __;� ,; �: I ' ' 1�� 1\ , V, ) -,,� , HIGH POINT , N N .. ,�\.._..,..,,,,,r:,. , � _ �� ;�_,I�� 7:�.� :,�]--.�, I � � � �% � \ \ ,\\ I , \ \,, �\, 4 6 CY-41 " � \:�.: - i , " ., �.� :.,,,� , .. . � -*�, , ' � '� ,, ' ( ,12 v y'%, \�. - , -_ are 85% survival of plant material and 100% survival of trees. � ,� I �,/ � �,,Vl 4 TOPt �_1025 HP ,P _.: I - I � , , -1 , 0:- �� \ � - I �_ V � '-.,\ C11 . � .. . \\,.".. \ � �1: _1 11 I I , ....: f .,. �_111_, V I Z ;.�: "_'� rn 41 4 � 617 711 � � - 4�_ \ , " I ': � --�'. , ��, I- , � ��;; "i''.. : % \ - . , - . � . J\ I .:�, __ lr _�_ I \ \ 1\ V I "III \ . ,;..: , --- N �,.- , -_ � :,. . 11 � I \ - T RICID-RD ,'� I 1__�( - � , � 1_ - \ - , ., ,.,� X, I I I I � 11-1 � \ I \ \11 1�'Ii � \ , \ \.�,X � t �, _. - .: - Ccp CLEANOUT 5� � � �_, , . .� \`�' _�___ _ � , , I J \ I , ,I , � \� I � "' � :. 9.3 Maintenance Inspections �� DAR.R-E.N -, , ". '' �_ p \ , I - `-, . \ ��,_.-: �': .; "'. ;;�, : I �'� ... IM 1;, I \ \\, , I - \ .\ - - �. I CUF,TIS �z.:,\ ' \ \ \\ ! I , ,,,,.,, � �� I I ,, , \ \ \1\ \\, \ " �,� _� - �\, I � �_ . f ,.-. ..'� " I , � % \ , , '. � .f� Lic� No� 1622 . , - o,� - �;�. � I I �) �'& _., :_ , . \ 1 �.; � �,�_ ' ' ' \ , I .\ 1, , , � \ - *Ir I i'. � , I 1, i \ \ � \ I I I .11 I , + - :117 : . I \ ;�- . - , �' '. "�., , , , � � � \ �_L "I_ , . . ,, .., :1 TW _. _- I --:.I- 'W I \ .�-:�, - " 1: .,,\.., - � , � ..� - . . , d � � 1�1 �-, � I -11NVI, IN� \ � , � \ \ \ X, It is highly recommended that a spring maintenance inspection and cleanup be conducted �..�.. - ,�." , . I � �`_ 'I. * � , I , , t 428 3,,'� �� \ ,,�� -_ , . �\, :.- I \. ..�� "�, -�:.,-:�� \ � . . .1 I ;" I i I . � � 1�> \ \ \ � \N" , , - .�.. - �:::`:,�,,�,A \ _�.. .., 11�, .''. ,�_, I..., .1 41� . � " k. � I 1\ I 1, \ \ 1\ I -- I ,�,, : ", I -. � .:": � . - _ , _'�.,d. - i , � " N,�, � - .. , " - . - �pl� .:-_,:::.J,:,N , �.;- : � _., :1-'.,_,;4,1 1 " N—� i0i,v bA ,1 I � �� N , I _� .%\ . T TOP OF FOOTING to look for: . ',�- ,"'. .) � � " ` :r� I � , � ;, , , 1, �, \ f \ �, , " \ \ , \ * -?� X 1-:1 , . � , � � , 11 \ \ V ''\ � , , .( \ ,� - �, ..,- , � , . �A r � � " , 1, , / '��\ � \ - 2 - Z_ -- 0 .1 \ �:., -', � \ ': ,�: .'� � " � \\ \ at each bioretention area. The following is a list of some of the key maintenance problems \ \:,.::.._. � \. %,. " . % ____ 1. . � �t L� � � I � I I . 17 � '' , 1,�> \ . . n 32 � I � , \\ \ � '--. - ,---,--.- . , __ - , . : �, � I �� 4?8 � , \ I, f � � V i V11"11 �� , "" - `_ � � . .,._74. 1. .. � �� I� 1, I \ r\ \ " I \1 - � "I 1, 'A'�, '�: si_�,:,� ., .1 , 'I I � , '. - , .. �, . .. - - � ;, .11 , \ ,\', �,. -... 011 .- . , ,- , "' ._ \ �, " - � " ; - ,. I I �, -..,: '�', � .-, -, - - , __- - 1� -,I I 1 I � � � \ I �, I \ , ,�- , \ * Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in - -:*::,��-'_. �_,y::%i� :. . 1, '� � � I \ ,�, I , Z:��_ ,�,`...'-,'�..-,,\ \ . - I � . . , � ... . '� , ��,.�, \%\ I'�:�, �.V,., � \ - '�- ,� 1� _r- ,`-.- '.� � .. _� _� 11 � " I i� 'I �) I 1 1 i � � ; � , 1 , � .� � . 11 N , \ 1\ ' � INV INVERT the bed, and measure the depth of the remaining mulch. '--\ .. . .-1 , '� � I \ +0", 1 11 11 " r � I �, V., :_:'_�.'r. i . �, , . :,�' �. . F�. I ... - ., .. . 1. .. . �.� , i , , \ � 1\ \ ( \ 'X-�,025 ", � "�,� ,,�'\' - \/!� , " :� . ,'-j,,�,' � \ 1>t )i ':::�,: 11�4.' " _.", , , , .. i - , I �'l , \ 1\ , U �, . '� ,:. 1� _. I. I � : , � . IV,! . �. ;, , 1% , 1. , - . � [�- , , �, � � � I \ \ X\ \ .3.1.,.,.�.,.�, . .:::. , _ ..i� _ I 0" 1 \, �, V e Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that , '� I � '4�) , � , \"� �, , '': 1- — ... �� ,,,;,�.: \ - , - I -'I, �, �- :, � - 11 .. \ \ _6" \ - ' :,,,;,�. \`��:,,.N � � i 7,1. � - -1 ' .. : � �': �;� � i I 1 1 1 \ ?,� - , . � , ,� .; �,: \ 7,46' __ . \ / I I - , _��.: , , 11 I '.. " 4 ':::. 2'.. .. .. .. ." , , , , , , I . I . . 1� . I . . I I � � \1 \ \1 , I \ I 11 ,I� �, . , �_ _ \ , . fl� � � I I 40 ' ,�, .� , , 1�1 k7`0 . _:�� %.. .\ 11" � � I � \ I � � , � ,..." ., - \ �\, \ \ , "", � -� , ., - . . . , 'i, � \ "' - - '\ , , ,� �` � ..' -, " - - , ,� \� .: �, ':.` i �' . , , , ...�\- � "...": __:�_::N �, �' . - � ''.. , I � i I \ \ 1,� !�& - ,, " � .. , , , " �\, .:.:, ,_ . - . - 1� ' � . .11 1, , _'.�. � ,. �- � ,. .;, f..;' , -� - - - .'' I / prevents flow from getting into the bed, and check for other signs of bypassing. � .� . I . 'I . I'll, - . - . . I . -, � - � '4 I i I \ I, � 11 -r— I \ -� � .. I __ : .1 '. I - ., � .; ., ' . - , _� , � � ,. , . � ` � , , . �\ - ,�, __�,_'�, -, - . , � I � I . I .:.1'1� . , . - � , , � , 1, \ � i \ \ I , \ \ �, : - ", , X. : �,�.' .� . I - ., .;\:�, - or salt -killed vegetation, and replace it with hardier species. . :,� I - , , :�, , Check for any winter � ,�, ., " -__ ,I_ . ��_ 7��. , '. � , - - ,: _::,.'�.:'.'.' i r � _ - ., � I %, ., � . .. 1. . 1. � I I I I I i jj,:"_� , 1'1�::_,_,..:, I .1 � . - i I \ \ I \ " - :, - �. �'� - .__ � ..; :,:, -��N. -�,, , .':,.* ��, J `.".." . . , I � . 1, �,\ I - -,: .q. - ��, � - /I / � � �L 11 \ \ -�-, ; , .- :,:.: " � .;' , �_ _ - I 'i 4; — -1 / J �. I I � \ 1\ \;,F \ \ _' . . , �� i ; - ( � �J , \ , \ \ , , I �� * " .'��: , \ \ I \ �, I � 1:, , * " , , . ��i��-�-:.,,.. � - —,, ,_!', - . , . I \ , \ \ �, \ � \. X� 11 I I * _f - � , : � 4 ._�"_�- \ 1�\ \ \ � \ . I � , , �._ - - I , I , . / / , i , I I " \\ ' \ /'�.4'�\ "\ ., _";�, .: :4 1 �, /--,:,;': -, ,.� ; �, . , ',.::-��., .,� . . I N �te presence of accumulated sand, sediment and trash in the pre-treatment cell or �.4� '. ,� �� - . . _ - I ! � i , ,J ,.�"_ , . . " � I . .; . � , \ � ;, � \""� � �s \ \�L,_,, \� COUNTY OF ALBEMARLE �, \ , V - , � ,� " -11, ... ; - / I � \ I . \,\ , \ ___I,_�_y , \ �, 4:., . . -, . -- " V , .,� .", ..., �,- _..� �_ 4�. :'�� V 1�1'1\ T:_:1_11. , � , 1. � . filter beds, and remove it. �., \ \ .., V . , ,., _ r� " I I -_ 000 \ 11 ( C-1 � , \ I I I I I/ �\ - ,� . �, - , � -.�:,� ... �, �. , - ,,-, � � , I \ -t. - I , \1� �', . �Z � " , - �� - � , N N, �_ t � I I f_� � , \ \ I \ \ \ I'll I -0 - & . -;. �� !:,:. \ \ \ \\ \� , v, -,. i�. , � :,\ I �:.., , '*- ",�::'.11 '� _ _, 11 I ., x_.11,�x I. " -.',, I 1. I ;, �.:_ � % I - , , � �t I I/ \ � � \ � \ \ \ \ \ \ I - ..: .� �_\i'. �`,� �. �, 1� , '": '':f` * Inspect bioretention side slopes and gross filter strips for evidence of any rill or gully - - , I 1 7�� - I \ 'J'A I "I " '� � i I / , , \ 1� , , \ " , . �> - 1 I . , ' � '', . \ \ , I � . .� " I . 1� . \ \ \ \ \, ,,. -� � I .,. � ..: - � i�., _,.;,;�� . 1. � , I . " I 0 \ ( \ \ �, --.- - -, -:-! -'':;`� :* ,'�,� :: , . I ,-, . -,.',: , , I - 4 ,..� I \ A,, 1 � I 11 \ 1, \ / \ 0 \ A; I . : N\ , erosion, and repair it. . � � \ \ \ \ ��_,:_ . � �� . I- . I -.1 \ 'A -, / \ � \-11 ,; .;� :. �,.: I -1. I 1, I ,� � ,,,, I � % \ � / .\ \ \ , ;� , 1. � I \ I \ \ \ '7 \-, ,,� .. .... '. . � 1.1.�. �> : . I. - : �. ., , -, s Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead \ � , , , -;` "I, ..'� . I . - % \ \ \,\\ \ V 1, /` I , , , , - `,� ..- , . \� . , ,: .'-,,: �'., A \ , . - J��_ I � � 11 , , , __1 __� I \ \ \ \ I \ �� ;'- - .:, . , - - I I ` 1. .:... - , / - ,.,,v,- I-. _�, . ,. . , . I 1-1 �� - I 11. I I \ \� I- - ., uq � - - ::,.', t \1 _ � 11 ., X. " � � .; ,; - � " . ,� � I . _� �J___ \ \ , \ \ I \ "�, \ X o . \. - plants or concentrated flows, and take appropriate remedial action. � . I.- � I 1, J� 11\ I , \ , N'\' '\ - (\\ \\X,, 2 ��. .` I _7.,� - �1� 2 11 � , ls \ r - — _ � , - 6P , � - I - -�r � �_ t \ \ \ I IDO�) %K, \N -, " \ ,- . , ...p v% - I :.� / J, � I \ ,/ �q I , )() ''_ .. - 't `;.. I , . i�. , �,�, � , ., , ;. i. 1-r � I , 11 \ N k ,� 1 � 1 '� \ \ \ \ \\ \ , \, \ / , �, \\ \\\ \ \ \ \\\ � \ \ \\ �\ 4 __ \, , - ..I ,- ,.; - Z .. \1� ., �.': . 1. , . \ I I - .1: . ,. , . 9 Check inflow points for clogging, and remove any sediment. . o- . / .. 11 \ I \ , \ � V Z 'i , .�'.,��'..- " ��,. ,�."'jp � -1� 1�, % __ I __� - _ �, � \ \ \ \ , , \ \ � \ \ \1 '\ �,�, -,�� " . � ,. ... '. . , . , �, -! :,. � - , , '." � ___ _ 1i , % , \ \ - \ , V"', �. � ' , � i%: I � �� . ___ " \ \, I \1 � I \ \ \ \,( \� 7 � .., ''. Z, -, , , .- .�_ . :� - .-I., �Y/, , `- � . 1J, , ., , , ,. ': . -�; - , ": .. .. .. '. ., � ,_1 , 1, 11� _,�. �, ,�,� _� I \ \ \ / \ I \1 , \ \ \ \ \\ I \ , \ ��, �: �� -:: ... 11 - ,:�.��:,_ :�-_:� -,.,��`:. ..". � IN * Look for any bare soil or sediment sources in the contributing drainage area, and . ,� . _1� I 10 , \ � .. I. :_� ,:. , I I , _N "'-f r*,.'�, , . . I - , b � _1 I ?I - , ,\,\ \ \ I \ \ ,,, \ . J01 �, \,- , . - .. , ., - , ,\ \ t� , . _- / 1, (, r�?� I -- - --- � - I � \1 \ \ \ \ - , i -, - - � . ...: ..'' � , ,:`:." ,� - PANTOPS � � I S16* 2" \ \ �. \ I , ,;,� \ ��_ .� li, - �'..".-".,,, \ - \ � �_� \ / 11 \ \ � "i�� \ I _\ -::4 -��. I. ,�(; ��'�.L��-� .: � - ; -, .. , . . *1 " .. .1 stabilize them immediately. I / X \ \1 \ , \ 1\ \ . \ \ - , - � .; ., . �, ;�-i:,.!. - !. r... I 11 / � n - � 1\ 1, \ �, , \ \ \ , \ \_,/J \ \ .1: �� .. , , : ., - , _- � , '. - __ III \ ,\ . I \ � I \ , -_ I I, :,,,:. '' ��::. r , , '. - .��'. `. .-, , "_.� '1!.'1_,, '_;:-:,� .,.'.'..- i. .� - \ \ \ \ � , . :. , % .- . , � ""� ;, � \ \ � � �, ,�') /, �, \" \ ,/ , \ \ I -_ �. �, ..,: ". . # Check for clogged or slow -draining soil media, a crust formed on the laver ,�� r >\1 \ ", � - \ , \ \ \ \ 'A . �, : . I tOD PHRI IC qAFFTV I I I 11 . I., j, .,.. . I .�;.�.,' .. t "I - - J,�"k, \, ,\ I" \ � I 1� , % \vl\ I I - I .11 � ,'. � �� , - ;, � , , , , '. . �:� , ., ; '' - ,�. "i. -. . �`-, - '':- �, �,, . 1 . _,0 I 4 \ , .. - i. ; inappropriate soil media, or other causes of insufficient filtering time, and restore proper �Dll - \ \ � _r) I \ k ,--�..,111 / , I \ � I / I , I :�, .: '. - .. �. - _� � ,::,,,,N / � -1- . \ I, " " I \ I � - � � . :� \ ,�:::" 'I I I * . . . . . �,,, . ,� . ."I.- "\ , % - X _i - - :�,�,! �:* , ..: - - ., -:-:� ., , - , � . �, I � . \, I . __ � � \ \ '\ \ , \ \�� / \ I �1�11 "I 1� �- �/* I , - , .�� . - , . .. .. , � . - I , - \ , --,---), " / , \ ", \ \ \ , \ ". , , , X: !�._��.. .:, ."!"7)�, .�� , _ 1�: _ / - .i \ �, , 11 7 X,l - I � / - �__ . \�\ � � � ,\ \�, I-)-- \ � -- -I' I 11 N�1_ 11 I ., .. �, . .1 . . I. - 11. � filtration characteristics. \ � , I � 0 Y, �, I / �,:� . , , - . _1 lu I , � I \ ,_� , �, i�- �, -.4.-, \ - � � �, f:�.�_: -:;!.�. � :1 ` 1. 11 , I �, I ., - i . . - - I/ �, .. \ . I --l''. ,:.. - 4) I/ \ I I 1\ I �\ \ I , - ; �., I .;., , I �b , ,::::::: I I- X_ _ \ , 11 , , j - STATION �.� �' , ., - - - � N., ... ... " �, � .."� " 1�1 ----__.,/ 1, " \ 1, \ \ " 6, , . -, ,,-�p__.-.1i-'--':.- r',�.:... ,,z:: . — \ 1, 7 ,�, _�e, � ,,, - , - � , . ;, , / \ \ . � I , �� :!,�' .,��',�,.-' ,;, .", -,-, �-, , * �!-_. ".". ,� ..: , . .<�; - : � . ,� , ,:, , "_ " I : . I / 1_�, / --- � 1'\ \ , I / ,", �, 1". , X " .... .. - �",. ,�: " .' ' . � I \ � . ...... . � , .� .. . \ \ \ I 'A ... , �� ,1 .. .- , I , I. � I 1�1'�p I ---/ , I , , V) , -, I , , � -�` ' 11! � , " - �, :., . , : ,:: ': , ., " - � .1% \ 1__/T � ,�__ ,� \ �� I : � .� � �) \ / --,, , ___ " � � " . , , _,, \ Y ,,,- . , �- .. I \ . � 11 // / " / I \ \ I \ \ \", �_ / 4 - � .. - �' \��" I � i. . . ` i% - .: .-.:, : I : �', ,�, 11 I '� � I I- ..: �._ . . - Example maintenance inspection checklists for Bioretention areas can be accessed in - / :� �,�71_ IR � , I 1; . �. -,: ;, .:...: '. ..': . 11 . I � 1�� -C . \ , I I ,�11 1�1 .�� . . . :1,- �,:, -, . , - ,,, .,� - I �:-, . , �. 1��. ..., I �, / I 1, / " ' '/ \1 \ ( 1- i - - \ .. .., 1. . . , : ". � :,. . "., ; - \ \ �Z/ . ". , . . 1�1 � , 11..'�`, W , . .: - ,:�-,� �. _ '. Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010), , � \ \ - "� .� \ , / 8 / � I \� �, � ',2 , 11� / I � I:.: -, g, - I- - , : ,,, '. il ,... !..p� � / " I _ , 51i V 11!\1:,1_: i"".'.."', _ , '�.:,_ � . .. , - '... '.. ;%. �r,�., I,1 \ N I , il. 1\ N / 1\ 1\1 , . t'' i, N 'r _ " N -, .."-4 .1 ��i ",.�,;�..,.:�_.�,;-,,�� ;.�.,,.i.*1-,f` , i , I \ I I Ir / --- TION 5\+O . I .\ I ,\ . . , / � � � � 7,y 11 � , , / �Ix , ___ CROS�� .� SLOPE 0 1 STA \ Q \ \ \ , �1 - � . . . - \ - ,,, / -_ . _ I � , , ... 1 - . .. .:.., 1 - � . . . �-, \ I " 1511. - QqS I 'i ,� / 1�e�, ` \�__�\ / - 1/11: .1 / ,��, , , . , , ,.".,� �:.! . V !'-__� \ I , � \ -,��,,,,,�,-, , . : � ,�. - �, ,,� ", �, -, 'J� I . I "I' / \ , , 1: -, "y �v . . . " ,.:\-:. � ... , � ,, 94 Routine and Non -Routine Maintenance Tasks _:s \ I \ �� ,� ,,-----GRASS SWALE #38 (i 21 2\% SLOPE) 11 , 1� � pl� - .' _ ; � � * �,. �, w- � � 1.� � - . I �r I 11 - �\. I ,.� ,� �.''.� I, - I,- I I I - � _ 1, I . . 11 � , . I _... lx� .1 . I :_ 1 � L� . . :W /. - y . .., I - , _ �-,Z.- ;'- - .'' �� . . I _� \�� , SEE NOTE #2, SHEETCG-101 , \ 3" - I'll '' - . � I ;- s:-:, , 11 I , \ 1`1_1 \ \/ . . .- '. . �, __ \ / , / / , ,�', - -- N ,;\, 1! 'I.--:.. -�_'' � , '. , .- \ - ff - - '... -I.; :, . I . . - I . � I . ,A,,� .1, �, I -A \ - :1 , , . .� .:�, - :..�., I'\ , ., � ----,X - � , , ,.. 1. \ - I . \ I // 1, / , I -- , I / .�,.: .- . I , .1 . A � \ \ \ / ,:, -./' rl - - I � 1. \ � �\ I I __ I . . Maintenance of bioretention areas should be integrated into routine andscape maintenance ,�I, - ,.) \ .. I I \ \ I /!";! i, Z;\�_ `. :. - 11 " /�� , , , ", �,,, ,��,:...; � ! G,J� I / , .9;:: ".: ! �.. '': , ", , I I / , \.-' 1 ".. �. _. V, , � I 11 I / TINd GRADES Ar. I ,� / I I , , , ,,,',/.. "o , i,, . ... tasks. If landscaping contractors will be expected to perform maintenance, their contracts i � . ,�11� / Av I I ": . .7 . " 1, / , , '\ : ; 1, � � -.;" �,, \ I ... I \ \ \ / // MATCH EXIS \ \1 1A, � �, / , i . -\ \;'. ." . __ . - , / 11, /� "I', , I � � , , �/' � , ; .'"', . , I . , - - ' -r,,.,:," 'i: - - - should contain specifics on unique bioretention landscaping needs, such as maintaining � , _,. . ,..: - -- - I I - ND `* :1 , : . . I __�.k, . __ - I 11 �, \ / --� .. _/ _� .� , :, . , , " � � .. 1--:.... I� : � � . � . 1-, __V._��,, .. - \-- I ,As ---,,/ I EXISTING ASPHALT SIDEWALK & /, ` / /41�, : 1: .., .. :,. , :,. � , - � I � , :� �: - � � I - ._� 1� ,�, I -I _�W- - --,7- , . :, ,..,i'._ ". �� \�X. :�,:;��:,:,:�.. , , . I . . i ..,. �1, X,. .1, I \� \ I \ � , , I fL:� 11 - . �'. . I � , " . . . I'll, \ I PROVIDE UNIFORM SLOPE TO NEW _1_2_ , 7/ ., , �. ", . - , , : " , 1, - \ �, I . __ - � - "'.: -, ! ,% : '. . �:. \ , �/ ,- - " 1 -. , 'i , , I -11 � \ I 11 �_ I' %i . _ I / ��- / ., -) -.:��.... :., \ ,% .,:,..- . . :., �-,;' .,. elevation differences needed for ponding, proper mulching, sediment and trash removal, and ." ,-: �, �, .1 V I �' 11.1 , - . . I / / .1 ;V , � , — , .�, :,�.. -'.,' : -7are ' I -& — . __ -G-13 ENTRAN 1, .,,"' i� Ii ited use of farfi'li mnA a +i^IA A f � A I I� \ \ _�,, %_.>C,- .\ �, .. �\ 11 C CE; TYR EA, SIDE -----t-, , . -,�� k : � . 11 \ � I / . , " . . � JJ -o 1w Q. %IUO U I-V man enance 3c edule must be 1 T ...... �� \ I \ 1-`,�Ls, , / / " I - � ,- , � - ,,, -,''. ,�-N'-.`,,!-.-`1, - , ,_ - _._'...'�.,:/%.,,'- CHARLOTTESVILLE, " t�� \ I I / / / '' - _. ,\- � " ''.1 .. �. . � , I - Gl� I .1 .. �. ,-..;: _... . t ..� 11 , ., .. �, 1'1.� - -1 �:: \N.- . �: �, � '\ '\ W, \\ 11 I // I ZY / , I �'. ; .", ,�.,, �, - I ....... � \ r � prepared for each bioretention facility, since the maintenance tasks will differ depending on I _ . . . I . V% �-,� . � " I 1� / / A+ .1 . i� �.'�� , ... I � �/`"t:. the scale of bioretention, the landscaping template chosen, and the type of surface cover, : I . _�� "'- -1, I I \ �� \ ,�V \ 7�1 - 428,90 i J _�'__ C ___, _`i- � �.. 1\. :, -! ,1. I.- �, .,t, '' .,� ::�n "�.�, ,,�,., :.7 `N_�..' I 1�' - , , 1. 11 ".` 'r�,�r-y-_�� , , .:..�, \ \ " O�JT -,� - 11 x , , , '-, A generalized summary of common maintenance tasks and their frequency is provided in VIRGINIA . I \ , .: j.; .1 I 1.1, --. � - � , � :. I , N, ;, \. ''_ - , �.. -. I I : �'. ", ,:" . I.. \ vl� i � / xl�� 11 , :,��_ .1, I - .;� -. :.,� _ -_ -N. �\. " * ` Table 9.8. , , �� i I � / - -.--_ I - .. i �NA % 7* ': *, ') � . I - ., �%_ \ 1. � , , \ � i - // // I , , � , , - � . .L �., . I -1 1-1 I - '.. I \ -1 7 � I I . . . J''.. I �:' 1, ":.- I... �,�._./ .... : % � \ \ I A�� 1 11 / i / ,-, - , , ��: - . - �- , i,_�, , ,., , ..,� , . L_ � _>_:t� 1, . \, 440.4, I- /I ., , . - - �, .\ , I I I t NO �kl . � ". .\ \ \ '� �f .\ - � ': -, .�-- , , , " , I .1 --:1 1-I, \ I i It � ) " .1 "---1 , , � ." � -;r, .� .�:, _\ , , , I ____ \ I - , , - ;* I , .. ". - , , Tcd I _ , ____ I., - � .� , I'-,- I 1, � r' I- -- -- 191� I I / I / _T - � ` , I .. :..\", - . ..., 'I" : The most common non -routine maintenance problem involves standing water. If water .., 1, 1-11 , ��.� I I I , 1� : � � .i - , , RJ --I 42 I 11 I -':' - �; " ';��EXISTING GUTTER & PAVEMENT- , . .., .. , . -, \, - - �: _ � IN 4 2 I � , Q,-,,� ' I S I 0 N S I . " _ 1, \ % V) - 11� I 11 , I" � ... ., �11., .. -1 - . , .1 I -, \1 * 1, I the surface for more than 48 hours after a storm, adjustments to the grading R E I �V, I - // -�-'�/ � - ,��', " ., ., , - � %'--'QV , � .. . �Z DGE; TYP. 0 ENTRANCE �,.. � . , , , \,. \. �, '....., , I ; / , , \ . , � : , , , , ,� : % � '< \% � r :. I I � " 1 � I, " ��._�-_ _` ''. , . , - . . , " � --- _. � _ � %�' \ . 1. -"NO I , / � . �,.,.�:, �,�,, �...: , _�[1'::,.::.1 I . \ a derdrain repairs may be needed. The surface of the filter bed should �, � �r . . V � %`, I � , I � .��' � . ... ::� ". . ''.. ,,,� - . ;ia,� 4 , I 11 /// , / . l/..:, � � i, ..,,� " . !.., __ - ,.-14 -It I ' ' ' .. ill -1i ,\ also be checked for accumulated sediment or a fine crust that builds up after the first — , I ,. _� - e� 1, �\, .Vr, I I .11 , . ( r CG -67 8 - 1% \ \ \ .`ic', I " .,.";., _,�i I ��; 11 I �.z- t" GIA& I I - __-- , 41,��:. 1 / ,, lw . -_ -11 I - . � I dr 1, - - I .. - , , .''.., ; .�� , - ,� � , :," "': ." .. , ' ' sever \1 - N . I -10 : .::, %:% : -, - V .'i!��,*. ,� � - , , . 1:.::'.., , -1�_---1--- 'I- ,,' , _ I , �.' .: il. . . I .1 , � � ... " I . _.'' \ 1, � 11 � I I ,1, I I , - �-.: ., . . ];��. - . , " al storm events. There are several methods that can be used to rehabilitate the filter .. . � y , , - . :� .1 �, � I \ I \ I �� / / I �, ;�: - , �' I ,P �k "�' (try the easiest things first, as listed below): � — : I .,. , 1, I - . " - , ": -�.' .11 " -13 EN 1� - X �_� -11 I., . �- , ': \ \ � �k 5 I . . � �, . .:-, .� 1. ... I : . G -_ 1% \\, ��\,\\ �. r :% - , I . ,,r : .. � � :. I NW , . ..� �. �V_ ;\\ 11 :�,\ � I-. ��, I " � . . ., � .1 . ; �, �. " !_X-: EE DETAIL, SHEET C-504 __ . I '"' _ I ; . ; � - . I � � � ,� .: ... ... ...� _: b rr., \ I � � i I 1 / . -, - " : ': ". , X ��x ��, , , * Open the underdrain observation well or cleanout and pour in water to verify that the . � :.. . I . I . '. _v �,,, I 1. � � ,., , :� I x��:', , "I I 1 i \ I . �'. I _�_� , �, , 1: .. � ,.:. .. I LI I * i I I I � I - F 1".11 . : 11 ISO- I/ I %_1D 1'6�. � /' �', I _ " - ,� ... , ,�11 --- - . �_, � _', . � � __�, _ 4 I � I � � //. � ,� :._._.'X', - Z underdrains are functioning and not clogged or otherwise in need of repair. The purpose � : �� _ _ �/ , , ) -, - I ., �v ... �., � . 5. _ � / �, � �,, -,..,, r,_: " . of this check is to see if there is standing water all the way down through the soil. If . ,,� , I - __ __ .� , I : '�� :. � "/- - , , ,� . � '� , , ", �' �, �� __ — eycoxf__`_ , '. . � ".. , �: , ___ there is standing water on top. 11 1, I . . 1. , - .. ��' CO, _ , . �r ',.',';:f.!'i',';:/ ;�� . . but not in the underdrain, then there is a clogged Sol 2, SHEET C 101). _q 1� .�;: 11k I �� , .. . , , .- . , , /I �X/ __�_ .11, � 40 tiL 1. I .- - - , "i - ..!. �� 1�'.. �, . . � I � 1 V� . � - " � , - , / �i , .. � - /� ,�( - 1, �. . ,X� - 'b, �:. , . . _ , �_ , . .1 :�-,', �,, � - �/. .. 7'� / I " �r - N!., - .. 1. ,:`_Sllsl� � , " , .'' , . y /�// _\ . I'�. �.. ".. . � i )�, . I - � - * � ,� / ., ". � .. I . ..... � ,�� .- layer. If the underdrain and stand pipe indicates standing water, then the underdrain �.,. . � . 1. i �1� - . , / ,,..,,- /" -1 �: 1. I.. . ": � " , . / ., , _, _�. .�,,_ 1 * '' ,,.,.,: f�(�QHL,�__ - - __ __ — .1 " '. - ..�.� J I /, . , "o : , ,I. ;M_�, _ � � V� ��_, 11 must be clogged and will need to be snaked. — I I.., 1� I / I P _ A" /. , - � � "I. .:_�,/ . / Z-47 --,-- "Cr4::�--, " : /..:�: �1'._' �. _. _:1, //, , - -- , , - . .. . ��,,;:. 1, � *":, /1, " / clll�_____ __ -1 Remove accumulated sediment and till 2 to 3 inches of sand into the upper 8 to 12 � , _ _ . - .�. , � � _ � i -. I 1. - i. ..- , , , � + - .11;� � ,� ��,, .. , / _. I �, �. - - //" - I ".. ,: I .. - 1, , �. � " .- I e .., . / - "O"'."� � , ______ _�\ .. , ,I , I . . . 11 � .� . x , ,, :'� � .... � . I 4 . 11 , ... . . .,� ____ I - , ': � . �, � . 1, - , , . .". . I I 1, �, � I. - - � I` "� ...,.. - ''. � I - , ,..., -.:: , � - - , , � I... . � - 1. .. / , ��, _,�' 1. � -,, � * :��,, V/ __ - ��_ - : , %, . r <1 inches of soil. __ _'_... . �_ 1_1.� ../;-., //,;g�.� , �' �./ . .1 . . -_ ,� _� � -- _-1 ''I ..... I- �1' /I ./ :', , I �Z�� - 11 _ �, .� �, �� , - " - - # Install sand wicks from 3 inches below the surface to the underdrain layer, Sand wicks _�,_)\� 111 _ .�% ''. �_ �, �.. J ... �� 1. I , / _�, - :.",. , � ,� � . -w� %.%�.% . :" _... I v`li� ,, �: , - � , . , � . � "; - - ,,� I I I'-- -_ ,�� , r. � I ',.. �1, '. , - 1-�) ., . . \ , . - ` 1, -- -- I , I - ��.. � � �� : ... :�, _ .... I.". I - , 1) �- \ -. ,';, . . `, . , . .. I , / /-"7 ,,��,� loe � , -11 ) -:%� I - �.. .`:��' ( . /, : _t_, ,,.;: , , ._.�� I -� / .. __,� I - �< �, . +1 �11;� 11 r�dr, .;:..", �_ .0 �, , " . � �. � ", // I C 1, , 111. , . - -- � wn to � ,----"\--)' ,� 11� � �, . . _�' , �:...,- ... I ' \ ��_ . -\ " - . /"�- � ; - , - : . � ... 1. __ 121 I can be installed by excavating or augering (using a tree auger or similar tool) do RESPONSE FINAL . � , .� ., , : -:� '., � . _� j.:� :4,��_- /,_ , 117 i — , � , � .... I � , I I � � � / " 1: �� . . � � � , ,. './ v�, / ,� __�_� 101, I � `-I, 01,05,2017 . . - - �_ I I , . 1��.,...'/ . -_ � . '. , . ' -0 I -', "(' r '�' _" � - ; "I - \ . , . - 111% I I /�/,_ 1�.z. � i" 1, - 1, I " , �, , , *I-\ - �/,_ the gravel storage zone to create vertical columns which are then fille ( SITE SUBMISSION I /, 4 1 '�,� : 1� _:1 ... , :_ : ., - :-,'.: _ , , / �;_ __ -14-" 1 " � d with a clean - - __ ___ __ . __ . �, :� ,�, . 1�,,--�' :/ , - �Ifl oi)en-qraded coarse sand material (coarse sand mix similar to the gradation used for 0.18.2016 RESPONSE SITE I i J �� -1 - _�"/, - . ., �;�: ,',�,-! . _ +(�', I - J_ I ; � I 4,� / , I �!'. - � 1�:.:, ; - _ �,� -_ , !_..�) ,;��, _X 0 I , I f C), //. -, � � , �� / - __ , , I I � , 4 I ) "I'll . � , -1 .:1 � . � I , . . . y /I __ , . i / I .; . � ,� " � � �' :, :". - I .. . �,., :" 7 , " . � ,: � . �,._.. ... ." _ "Y., - __ � . _ , � - SUBMISSION I . I/ , ", , . . 1� �,,�.-_�,, - ,,, �.� ..'.1 . '.. , / V, ,4 \I,--- ----- ------ J _P1 � 1: '� .,i' :� I/ , :.-, ,., " — __� the soil media). A sufficient number of wick drains of sufficient dimension should be 11 _V� 1 , ,�`. . :. i : "' - / , . -:.,. �. I - . . I I/ +0h - _-, :�,b ,,,* �, � /.,; 41 '', �.4 , __ . . —, -, ., I i Y I / . .. :, ,:.. V 1�7, -- INITIAL SITE C:�� , . � . I/ ;,- . .�_" Ole --_,� �,O,, �_, i % ./ '��:�' '/./ '!�;"/. _��__�:�, �*:_', _., // - , I . _ �r; /� V,� / _. . , - . ; , . /. .1 - ,"� - S�,k�__ /0 I / _____ installed to meet the design dewatering time for the facility. 8.8.2010 � i ! ) - I .. � ., f , �.' i.. - '' : ; .'':- --, - , \ 0 SUBMISSION ),I!, 2 ,. .1 ,:: . . , .. - - - loe - vc � . 1_/ V . , � 1- ". I - -k� �--_� . �, ; .... 7. ", ,; � ��.. 4 _ . , :. " .�. �: _/`, �� / ____ - ; i / I . I / ":; , , __�� <). DATE DESCRIPTION i i ! ... ..'-* , Last resort - remove and replace some or all of the soil media. I i. � �, /�,, I I . , _�,� ?�. W, �, � � I I I . - - - / .., , ,.,: ;. . ." '��'/ - - ; i I k . ; ,,� .. :,-.. �/:r ,__ . . . , , -, �:" h , o._:: � . 1 " � I �_� 1/ . "" ____ _�11�k NO. i R , - , ��,,: 2 i'r"� ": � ,�'! ,,�� ,'I,,,,,,' , I , . C'5 I - � 1. '!��-. r.,_) � ;_�. ... � , �. .,. I .,/ ",F Table 9.8. Suggested Annual Maintenance Activities for Bioretention —_ . , � i i Al I ,- . _'., I , � , . I I ,----- \ , - / I � , � I I. , , , /.�4 . . .., , " ; _'r ' I I . .�. . , �_ , ",/ __-, COMMISSION NUMBER _� � 1, J.1- , :� __,� - r _ - , . , i ,�, _141-: " , /, . �::,,, I . ,�,. i. , . ., ,- � �11 __ , :..:,. . �.. �,./ _ __. ls�� .1 '* � , ': � ,�, �, _f # I _�_ I , , . , � '' , , . .1� - /1� __ ., - 1. " , /,... :;., ., _ '1.1� ,..,:,""/,�, -_ ! I , \ I -1 I., " / I '' . � - - _. �:. ." , , , // -_ ---_, \ )-I--- / � I " I � , " - . . ". , --, Maintenance Tasks & Frequency / I 17 ", I � * �, , , : / . , - . , . � , . , .. � - - - , / — .. , , , -�;,� ,_ Y_ I 1, . / , , 11 -/, " - , :: / , , -1, . " _ I W. � r I � , ., , , �; I . � : . , . / --- , , , , � , '�. . " , : / .:" �. , , , , . . I . �� :� �� I " I . . �, . . , , A / I / / , / I 1, � ". �, �._',- L:* -, -:. , " � .., ''; ;.. ! /�, , , Mowing of grass filter strips and bioretention turf cover: At least 4 times a year I/ q .1 . ,j - �_� 11 . 1.�.. ��_ I" �' 1, " I ". �.�'%... /A� ,_ . � �,_)_ �, . : � � .. j , Spot weeding, erosion repair, trash removal, & mulch raking: Twice during growing season SCALE: 11 LI, :", �:�- - T , ...... .. - / ".�;/ - . . I I ,/: , .y ..'' _: ,:, ,: , AS SHOWN ; 1:� , .... :. 4. --- I �, � ,,, - / ,: '. ". , ____ I . i � _ '' _�.. _____ " i � '. . ":. � - � " , .7 1 '.. 1 - 1) .. , / t�.: I ;: , 2,.,� - , - " . , " //', I # Add reinforcement planting to maintain desired the vegetation density. As needed ___ . . __ / _1 �_ , , , . , -1 �� 1— ��_ �,..� '.,,.:,, - / / DESIGNED: ____ � 1� � ... �' _",�'.': %.:, . - ". � _:�%:-, /.//", J , Remove invasive plants using recommended control methods: As needed DRC - / I _:: �,�,, � 'il '' i.,: �� ,�,�,.' (��. I � !.' - 1. I ------ _____ / / �_ . . I .. , / /'/ / - � 1. :_ ".1 �; ,I 1"� %..�:, - �,/ , Stabilize the contributing drainage area to prevent erosion: As needed DRAWN: I , , ____ 1, / ; I, , _�, # Spring inspection and cleanup-, Annually DRC � ___. � I ___ - � - / // �/ 2�1 `V " � I # Supplement mulch to maintain a 3 inch layer: Annually CHECKED: DFB - - ___ - - __ - - - � - - � __,_ -, / N I/ //� / , Prune trees and shrubs: Annually DA7E: 10-1&2016 T' ____ - . / / # Remove sediment in pre-treatment cells and inflow points: Once every 2 to 3 years _� �_ I N 4� 1, / # Replace the mulch layer: Every 3 years 114118, DOCUMENT CONTAINS INFORMATION PROPRIETAWif TO , / DJGi, INC. AND IS FURNISHED IN CONFIDENCE AS AN )-) _____ . , / INST'RUMENT OF SERVICE FOR THE LIMITED PURPOSE OF I ) , ___ / / EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION , . - � ___ (�� OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- - UMENT, 1N WHOLE OR IN PART, OR THE MODIFICATION I _1� . ,VK* � - (--:) OF ANY DETAIL OR DESIGINWITHOUT THE EXPRESSED, �_) \ `N� WRIITTEN CONSENT OF DJG, INC. IS PROHIBITED, I i __\ , , / / ALL RIGHTS RESERVED. COPYRIGHT 011G, INC� (C) 2016. )--\ ) / \ / SHEET TITLE - . �, 4 ",_� / /// I \1 I / X�'GRADING & i STORRMWATER _190sm- PLAN IONNIIIIIIIIIIIIIIIIII111k, A� 0 GRAPHIC SCALE M11111111111111111111" % ` I N G & ST"' " " " WAT E R P L " " 1 Am- G RA D UKM AN �d - SEW, �= ! Op SHEET NUMBER W, 1� SCALE: 1 "= 20' 20' O' 20' 4 ,� I I - _____ I - I =- = = _- - 10__�ft a a L -----M _= IIIIIIIIIIIIIIIIIIIIIIIIIIII 1!!_1IM_!1 - 71 - ' 2 TRUE NORTH SCALE: 1" = 20' ICU u - ---------- ___ ___ _. __ � -7 % OF 18 I21 , .a m.6 d PIPE DIAMETERS WHENDIFFE{ PIPES ENT ARE E5 fl ENCOUNTERED, ,e • z• r • "<r ti r r- r a •jailr i r a• r�a- - •-: r t • a Or TO WAN TO .;: OF SECTION A -A s & as SLOPE TO DRANK TO INVERT OF OUTLET PIPE •a r 4 r a - -, s F.r • !! r4 ,� pi . III a .. 4 a ♦ r• a 4 r ♦ �, r PD -1 NO PROJECTION OF PIPE AE30VE GROUND LINE TOP OF FILL - TSF OF FILL---,* TOP C ILL -^ GROUND LINdE ;i _ GROUND LINE T N10 LINE s °T r' ~r'f e'' TTs��-iF'_ r Y � r-" _ _ ®�_T._-•' �._.._..__._ _". r,r�f.se^�i''t'•rr.* r'rrz-,� _ ....__._ rt^g ` ' 6 I..,., ..._. ! ✓ a i"'-" ! 3 { !- � I I-- 3 €� r'r'r`'r✓r'r'' III- I i-=.. � j. �'` ! !. ...a.j '�. e"r^'',^°Fr°°srr,-°t r'A r'rJr` i j ...... 1 f.. _I I I � ! a { f�Y1Y�Y�f•✓ rr'r'r f 1.._...1 16� � I .� !_ [ 1 =-=r�r [ _� , , I 61, � , i i I ,, , ,� , ,,,�,,��, 1 I . #, , ,I IFEII� —_-- - I r r I EARTH �! r >r I ROCK OR EARTH UNYIELDING r i ' SOIL � ui IT' IIS BEDDING r .w - r� �1AT'tRle ✓ - ✓,fi _ - tr 3 _-i LLV MIN , 'jL J Mft 1/10 DI D x BmCIi31NG16 D X [J ? BELi ilv € j: !-__ ATERlAL MATERIAL x D ON 7x Fleg W ' PER 1' OF H IIN. 8°', MAX. 24°` FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL. PIPE PROJECTION ABOVE GROUND LINE �MIM. 1.5 x 0 MIN. 1,5 x D MIN. 1. x D I MIN. 1.5 x D I Milt, 1.5 x 0 MIN. 1.5 x O � _ - TOP OF FILL � - TOP OF71;_TOIL C3F SILL 9 a 1t s n r M (.B`f." t P"�i-e"``Y- t' (' I "cr8rtae"a 0yz"F••.._..• ^�^'•w'•••.. A iR tl w a f 4 Yxf'f6``f,✓YY .^�'ff! f �!"' q. Y rt ... .,. — - A' i"P"'Y•!'�f`f•�%Y Y✓�fi f✓R`�f`ff C (°•✓f�C'✓(Y ! ! �(�( "'W^ age°a®'' +>a%a /< y {/ umAwo"ra�a -.... >r�n"oiss'zr Wz°a°y. p,/ / z"m•m> "a`a —.•`_ _f �,/ �/ i'✓f'✓f''!!�!`� f.✓r"d''< ( F M f i /'"aF Y•` •P w'af`f•`f•ff•` Y°s�P -_ �f /'�(! Y"lop r f'(�P �r �P lid`( (`i £ ! f �✓�1"� 'r'r•"rr'9 CN : •:•: YJf'' ✓f . __ .,_....._ : ,-°,^'r' ! .e; -r f f" ✓f.O%..,.P a.tt•aA•a& d•A a � ."..' °w 9 S®9. �`2' y'°' :"::$' ••'.-,......»_'r✓r 'fr Ni^x;-`.Pr•�r'`r.� i rJ'�r°'r.r�`r'r�-g✓''rf`'drr'.'Jrr ✓rr•"`rr'"' GROUND ?oUND OUNDgqs'.:.r. LINE mXI" LINE LINE rrtn•A"t •. , a ,.-..---• ar M � axe r,m,"A•R 'O ..._._ , I I-aI 1'1 I IV f 2 _ - _ I = I I I f ` ROCK i I f ��,�r Mllb}, 1>iG i7 -: ; _ 4 -i W.... ,_.�._,_^ - ROCK DR r f' p� �^g _ f ,+y i- - _ ., i 1#,I II MIN, 1/1 Ci BEDDING r,1 xtl V � -� SOIL 1 # 9 I #""`# MI 4 MATEEeIAL 1" i�F I -i X D— _:�I BEDDING �-_ EAR7H MIN. ", __ UEDOIN': MATERIAL MAX. 24"° MATERIAL FOUNDATION SOFA', YIELDING, OR NORMAL TIS FOUNDATION ROCK FOUNDATION OTHER 'ISE UNSUITABLE MATERIAL INEWITH EMBANKMENT 3302O TAL HE O D BRIGNOTES: S.PECIFiCAT1CINS. FOR GENERALNOTES ON PIPE HE00IN G . CLASS]8A�KFILL MATERIAL INACCORDANCE ANCE SEE INSTALLATION OF PIPE CUL tRS WITH S}CT0N 302 OF THE RDAID AND BRIDGE AND STORM SEWrRS GENERANOTE'S SPECIFICATIONS, ON SHEET 107.00- .,Areara.° REGiILAR' BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLASS I BACKFILL. MATERIAL WITH SECTION 302 OF THE ROA#i XND BRIDGE�rrr SIZE SPECIFICATIONS, SIZE CRUSHED GLASS CONFORMING TO THE ACCORDANCE WITH SECTION 302 OF THE ROAD E REC,IIJIREPtEPdTS FOR CRUSHER R!i?J AIR BRIDGE SPECIFICATIONS, AGGREGATE SIZE 25 AND ZE MAY BE :•,��rr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS i BACKFILL. N ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, XVDOT INSTALL. PIS L �REFEIL RENCE� R0 AND DRIDGE ;TrGAFtDS�q € SHEET 1 OF 4 REVISION DATE CIRC. PI BEDDING '° I BACKFILL Lr METHOD "All 't 302 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 END -SECTION 12" - • PIPE :-. HUD END ON aEM-SIECTIONS SPIGOTa ► ON r a SECTIO)t 1 ' FLARED END SECTION 60" CONCRETE PIPE VIRGINIA DEPARTMEINIT OF TRANSPORTATION EE> r a.. � r • F 49 • • *r a PLAN STUD a. • r CONNECTORS • r r SECTION i r: STRUCTUM. THE COST OF COLLAR DETAIL. 14-1 MIN RAISED LETTERING a DUMP • WASTE DRAINS TOWATERWAYS♦ SEPROVIDED 4 OR ♦ DETAILS SEE DETAIL B STANDARD S.T-1. ✓ 1 NOTES E gdF F 1 F . OF DOWELS • : �'11. DEPTH OF INLET (H) TO BE SHOWN ON SCE ST"ARD T -DI -3,4 FOR 1 ALTERNATE DESIGN. �l STANDARD , DIAMETER WEEP • PLASTIC T'rGALVANIZED WARE 4 r • �4�,,, OR IM MUM DIMENSION r; N ON THE STANDARDS NS -: -z t :I• t r35 WILL , R r a Of 'DYCLOTH ANCHORED FIRMLY CAST GALV. a> . ► ► ► .. a 4. r TO THE, OUTSIDE OF THE STRUCTURE. IRON STEEL STRUICTU tE. CAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING CLASS A3 (3000 PSI). PRECAST a• •86 t PURPOSES AND THE ACTUAL 01IMENSIONS CONCRETE IS TO BE 4000 PSI. ► 43.6 LEI 4'MSHALL �• SE DETERMNED BY THE MAY BE SUBSTITUTED FOR THE CAST IRON 3 LOS -a ar .tt1. CONTRACTOR FROM FIELD CONDITIONS. LETTERING IS REQUIIRED ON ALL DI -1 tL, iVARY t r i aN THE PLANS THE ♦ TOBE SHAPED a ACCORDANCE WITH STANDARD IS -1. THE COST OF *r a PLAN STUD a. • r CONNECTORS • r r SECTION i r: STRUCTUM. THE COST OF COLLAR DETAIL. 14-1 MIN RAISED LETTERING AND PLACING ALL MATERIALS INCIDENTAIL ITO INLET SHAPING IS TO BE IINCLUDED IN THE y PRICE FOR THE STRUCTURE. DUMP • WASTE DRAINS TOWATERWAYS♦ SEPROVIDED 4 OR ♦ DETAILS SEE DETAIL B STANDARD S.T-1. Fri j IN-PLACE. ' r ►.DOWELS TO PLACEDIN ALL AREAS ADJACENT E d ✓ 1 TO ASUTTNG CONCRETE TO PREVENT E gdF F 1 F . OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SCE ST"ARD T -DI -3,4 FOR ALTERNATE DESIGN. DIAMETER WEEP • PLASTIC T'rGALVANIZED WARE 4 OR IM MUM -: -z t :I• t r35 'DYCLOTH ANCHORED FIRMLY TO THE, OUTSIDE OF THE STRUCTURE. CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. ► 4 ANY ALTERNATE METHODSOF a• APPROVALMUTING THE OF ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LM AS SHOWN HEREON. -a ar .tt1. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIIRED ON ALL DI -1 tL, iVARY LOCATION OF * , BY MANUFACTURER, �rta■� it - 4 s• r •< t r rSTANDARD DROP INLET • "* ► - " #' VfRrARA DEPARTMENT OF TRANSPORTATION low S E d 1 ! E gdF F 1 F y t 7 gm 11. IN NO CASE SHALL TOP OF "? MOJECT ABOVESLOPE. DITCH 6.BEVELr REQUIRED y;.' THE HEADWALL/ OF THE SLOPE. DITCH SLOPF4 OR SHOULDER, CULVERT CWHERE THE FLOW ENII S THE CULVERT). • HEADWALLa t o «' a CONCRETE2. THIS ITEM MAY BE PRECASTEDGE OR BEVEL EDGE. j. ALL CAST IN PLACE CLASS A3. FOR PRECAST 101,12. SHM-DER LINIE, TH9 TOP OF THE ENDWALL SHALL BE CONSTRUCTED 4- THIS STANDARD TO BE USED WITH STRAIGHT CROSSIINGS AND SKEW PARALLEL TO THE GRADE OF THE ROAD. ANGLES TO 13*. 9- N's CH44FER MAY BE PROVIDED ON ALL EIDGES AT MMUFACTURIEWS OPTION. 15. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A COWLICT *1TH 110. QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEASE REFER TO INVMT OR WINGWALLS OCCUR. STANDARD EW -11. SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN - a,�.t : •.r;, gym. r � � ► « STANDARD :. Dr: rRD ENDWALL FOR MULTIPLE PIPE XP CULVERTS V11t" Irl r ' 1 r . • ES VIRGINIA DEPARTMENT OF TRANSPORTATION ENGINEERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE 757 253-2319 FAX xi <Ii 0 v v� 1 cfjRl,,ls Lk NO. 1622 a �l Y Tom_+•' R PUBLIC SAFETY ,N R E V I S I 0 1'd S 01 i RESPONSE FINAL I ` .S�La_ 10.18.2016 RESPONSE SITE SUBMISSION INITIAL SITE 8.8,2010 SU ISSION DATE DESCRIPTION COMMISSION NUMBER 2 e r 1 0 SCALE: AS SHOViN DIESIGNED: DRC DIRAWN: DR CHECKED: DFB DrATE: 10.18.2016 TMS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJIG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (0) 2016. SHEET TITLE STORMWATER NAILS SHEET NUMBER C -5U 2- - €0 OF 18 BIORETENTION AREA NOTES: 1. BIORETENTION AREAS SHALL BE PROVIDED IN ACCORDANCE WITH THE VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION #9, VERSION 2.0. 2. COMPONENTS AND DIMENSIONS DEPICTED IN BIORETENTION AREA #1, SECTION #1, SHALL, APPLY TO BIORETENTION AREA #2 NTH THE FOLLOWING EXCEPTIONS: 2,1. BIORETENTION AREA #2 IS 15' IN WIDTH. 2.2, TOP OF BIORETENTION AREA #2 IS 423.00. 3. GENERAL FILTER MEDIA COMPOSITION: 3.1. 80-90% SAND 3.2. 10-20% SOIL FINES 3.3. 3-5% ORGANIC MATTER 4. FILTER MEDIA TESTING: 4.1. AVAILABLE P BETWEEN L+ AND M, PER DCR 2005 NUTRIENT MANAGEMENT CRITERIA 4.2. FILTER MEDIA SHALL BE CERTIFIED BY THE SUPPLIER. 5. GEOTEX11LE FABRIC/LINER: 5.1. NONWOVEN GEOTEXTILE FABRIC W/ FLOW RATE > 110 GAL/MIN/SF 5.1.1. (E.G. GEOTEX 351 OR EQUIVALENT) 5.1.2. INSTALL ABOVE UNDERDRAIN & SIDES OF BIORETENTION ONLY 5.1.3. 6" OVERLAP 6. UNDERDRAINS & OBSERVATIONAL WELLS: 6.1. 6" SCHEDULE 40 PVC W/ r PERFORATIONS @ 6" ON CENTER -If III�I�--%° N/ X� imFA, I WLffifk STEP 1. CONSTRUCTION OF THE BIORETENTION AREA MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED NTH VEGETATION, STEP 2. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE ENGINEER, AT MICH TIME, THE BOUNDARIES OF THE CONTRIBUTING DRAINAGE AREA AND THE ACTUAL INLET ELEVATIONS WILL BE VERIFIED TO ENSURE THEY CONFORM TO THE DESIGN. STEP 1 TEMPORARY E&S CONTROLS SHALL BE PROVIDED AS REQUIRED DURING CONSTRUCTION OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREA UNTIL IT IS COMPLETED. SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS MAY BE NEEDED TO PROTECT VULNERABLE SIDE SLOPES FROM EROSION DURING THE CONSTRUCTION PROCESS. STEP 4. ANY PRE-TREATMENT CELLS SHALL BE EXCAVATED AND SEALED TO TRAP SEDIMENTS. STEP 5. EXCAVATORS OR BACKHOES SHALL WORK FROM THE SIDES TO EXCAVATE THE BIORETENTION AREA TO ITS APPROPRIATE DESIGN DEPTH AND DIMENSIONS. EXCAVATING EQUIPMENT SHALL HAVE SCOOPS NTH ADEQUATE REACH SO THEY DO NOT SIT INSIDE THE FOOTPRINT OF THE BIORETENTION AREA. STEP 6. RIP THE BOTTOM SOILS OF THE BIORETENTION TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE GREATER INFILTRATION, STEP 7. PLACE GEOTEX11LE FABRIC ON THE SIDES OF THE BIORETEN11ON AREA NTH A 6 -INCH OVERLAP ON THE SIDES. PLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, PROVIDE THE PERFORATED UNDERDRAIN PIPE, PROVIDE #57 STONE AND GEOTEXTILE OVER PIPE, AND PROVIDE CHOKER STONE LAYER, STEP 8. OBTAIN THE SOIL MEDIA FROM A QUALIFIED VENDOR, AND STORE IT ON AN ADJACENT IMPERVIOUS AREA OR PLASTIC SHEETING. AFTER VERIFYING THAT THE MEDIA MEETS THE SPECIFICATIONS, APPLY THE MEDIA IN 12 -INCH LIFTS UNTIL THE DESIRED TOP ELEVATION OF THE BIORETENTION AREA IS ACHIEVED. WAIT 3-5 DAYS TO CHECK FOR SETTLEMENT, AND ADD ADDITIONAL MEDIA, AS NEEDED, TO ACHIEVE THE DESIGN ELEVATION. STEP 9. PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTALL THE VEGETATION, AND WATER ACCORDINGLY. INSTALL ANY TEMPORARY IRRIGATION. STEP 10.PROVIDE MULCH LAYER. WFAM�N ............ ....................... ELEV —m-runwil-Mom ELEV --- - -------- - ------- - ------ ---- INITIAL SIT, r. SUBMISSION DESCRIPTION COMMISSION NUMBER 2 1603 10 MAX DESIGN HIGH WATER— ------ 4 22" 5 ENTRANCE & SHOULDER ---- --- - ------- ----- ----- ----- ------------- --- - - ------------ - ---------------- -- ----- - - - --- -------- ------------ i - ------- ----- MANHOLE #1 .... OUTFALL CONTROL S TRUCTURE ----- ----- ----- --- -- — - --- ---- -- - - PROPOSED OSED GRADE GRADE SEDIMENT i (VDOT SWM -1 W/ TRASH RACK TOTAL VOLUME (TV) 42-U r FOREBAY --- EXTENDED DETENTION LEVEL ------------- --------- 42 u (P) FORCE MAIN —__�Z�o ------ EXTENDED I EXISTING 48" RCP DETENTION POND -71 A _415 WATER LINE 415 IP ADDITIVE BID M #2 (3) 24- VDOT CLASS III RCP EMERGENCY 48" RCP SPILLWAY (FOREFRONT OF SECTION) 410 - --- --- --- 410 405 EXISTING 48" RCP DDLnn[7 WATERTIGHT PROVIDE WATERTIGHT GASKETED CONNECTIONS A 405 -------------- - ---- ---------- - -------- . !71-1- TOP OF BIORETENTION (ELEV. 420 75) X \X/, 0�1 xv h CONNECTED TO PVC UNDERDRAIN W/ Xx PVC RISER (OBSERVATION WELL) f'//rj\„ `/ \� °%x x. /�<x REDUCER 0 90' BEND & @ TEE (BEHIND \X x SECTION CUT, SHOWN FOR CLARITY) xN\ X IDE GEOTEXTILE FABRIC CENTERED OVER UNDERDRAIN (TYP) X /I \\ // \\ /I "' li \N xGENERAL FILTER MEDIA (SEE ISI I ISI I�_lo;. TT J ,'_; I 1 ISI I -._. t5IVKtItNIIVN NUIL�� rVK T -R, 7_11_7�711 j", 4K 7 liV, z N, COMPOSITION) F A VDOT #8 OR #89 WASHED x/ v 'I ji GRAVEL CHOKER LAYER d "Ic X _4 i; IL 1// T CLEAN, WASHED A VDOT #57 STONE ---GEOTEXTILE FABRIC E III; EE1 —d 1 1111 IIII;IIII„ III SCALE: 1"=2' ,5wml- 1 PLAN VICW SIDE, VfEw S*M 0P,,kK1A-GL SI'R�XJUK NvVDOT ROAD ANID BRIDGE STANDARDS Sid CT 2 Or Fwmoti F),h:m 081 v,�, ELE v ELE v CATCH BASIN #1 VDOT DI -1 DROP INLET W/ 430j HEAVY DUTY CAST IRON GRATE E ENTRANCE ROAD CENTER LINE 430 (SEE DETAIL, SHEET C-502) __(E) ENTRANCE ROAD RIM = 425.50 (P }EDGE OF PAVEMENT 8" INVERT IN= 423.10 EXISTING GRADE 15" INVERT OUT= 423.00 /—PROPOSED GRADE 425//,—VDOT ES -1 FLARED END 425 -- ----- SECTION (INV.=422.45) 15" VDOT CLASS III RCP @ 0.50% RIPRAP A n n4/ 1 11_u 8- PVC (SEE SHEET CG -101) PRETREATMENT LLL #1 420 ------ ----- -0 (P) FORCE MAIN 415 1+00 2+00 3+00 I N`G L 0% T STORM SEWER PROFILE. HORIZONTAL SCALE: 1 "=25' VERTICAL SCALE: 1"=5' NOTE S' L COf-,T OF' 1RASil PArK ANIL) 't-Iff-ifILM RACK ARE TO [AC OiCi UDEO IN TfF-, PRICE IES NIWA ; Patent Numbers: 5,752,315 5,562,254 5,439,180 General Features The model DHI52 or DR152 grinder pump station is a complete unit that includes_ two grinder pumps, check Valve, HDPE (high density polyethylene) tank, controls, and alarm panel. A single DHI52 or DR152 is ideal for up to tour, average single-family homes and can also be used for Lip to 12 average single- family homes where codes allow and with consent of the factory, • Rated for flows of 3000 gpd (11,356 ipd) « 150 gallons (563 liters) of capacity ® Indoor or outdoor installation Standard outdoor heights range from 93 inches to 160 inches The DH 152 is the "hardwired," or "wired," model where a cable connects the raptor controls to the level controls through watertight penetrations. The DR152 is the "radio frequency identification" (RFID), or "wireless," model that uses Fireless technology to communicate between the level controls and the motor Controls. Operational Information .Motor 1 hp, 1,7:25 rpm, high torque, capacitor start, thermally protected, 120/24OV, 60 Hz, 1 phase Inlet Connection 4 -inch inlet grommet standard for DVVV pipe. Other inlet configurations available from the factory. Disc' ar e Connections" Pump discharge terminates in 1.25 -inch NPT female thread. Can easily be adapted to 1,25 -inch PVC pipe or any other material required by local codes. Dischai—ge 15 gpm at 0 psig (0.95 fps at 0 m) 11 gpm at 40 prig (0.69 Ips at 28 m) 7.8 gpm at 80 prig (0,49 Ips at 56 m) /accessories E/One recommends that the Uni-Lateral, E/One's sawn stainless steel check valve, be installed between the grinder pump station and the street main for added protection against backflow. Alarm panels are available with a variety of options, from basic monitoring to advanced notice of service requirements. The Remote Sentry is ideal for installations where the alarm panel may be hidden from view. FIELD JOINT REQUIRED FOR MODELS ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR POWER/ALARM CABLE w_ 6 CONDUCTOR W/GND E/ONE EQUALIZER ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) INLET, GROMMET TO ACCEPT 4.50' O•D. PVC. PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 42.81x1 1087mm DISCH ALARM 31.Sin 800mm 28.5inON 724mm ji_ OFF 106901 L L 20.5in 1£.5in 521mm 420mm 74 sal 58 gal 280 L 220 L WIRE 11% f! o iii'/ t1 U L LEVELROCON ROLS) LEVELLIRELESS CONTROLS) GASKETED LID, HDPE DUAL WALL CORRUGATED SEMI -POSITIVE DISPLACEMENT TYPE PUMP EACH DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS NOTE: DIMENSIONS ARE FOR REF ONLY ` HDPE ACCESSWAY I INTERN, L WEI L VENT 2.0` DIA. DISCHARGE 1 1/4° FPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) S.S. CAST BALL VALVE 1 1/4" DISCHARGE LINE. (304 S.S.) CHECK VALVE -' (NITRYL) ANTI SIPHON VALVE (NORYL) HDPE TANK 1/2" NOMINAL WALL. THICKNESS 150 GALLON CAPACITY GRADE MU SLOPE AWAY STATION DISCHA! U 11 o Z 11) HIt 9 L LEVELRCONITROOLS) U S EW IR Ei U R OH 7 FLUE MANUAL RUN nI e/,'" "f I �'1t • II= Ii GRADE MU SLOPE AWAY STATION DISCHA! U 11 o Z 11) HIt 9 L LEVELRCONITROOLS) U S EW IR Ei U R OH 7 FLUE MANUAL RUN ( C j ILS% jj f� BROW LEVfLICONETROLS) DIMENSION FROM BLACK RED 3 N BACK PANEL TC BLACK 4 GND GREEN EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEC 5 1 ALARM FEED I ORANGEJ YELLOW REMOTE SENTRY DRY CONTACTS FOR DOOR = 18.02" CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS - 1131111111141111INN MA - R-1,43RADIUS LENGTH OR 6-0" LIMITS OF CG -13 (WHICHEVER IS GREATER) A WIDTH OF DIMENSIONS cN7RAN' D MIN. X PERMISSIBLE CONST. JOINT n I (PEEP HOLES 11 6D"' S" (A8 REQUIRED), � t o0 3/2 WIDTH OF ENTRANCE ___ _. � - � 72„ 6„ iA G LWITS OF PED. Q — ida Ip Fp k ( ACCESS ROUTE t _ _ [� 84" 7" PROPOSED 4y��a k 8 xQ #A5 X 8" BARS 0 112„ C C UNPAVED SPACE FINISHED GRADE STEPS (AS REQUIRED) S O ¢ih /2„ I N -TRA1i .;1E _ g6" 8°` SET IN LINE 12 TO 16" C -C, SIDEWALK' DETHS R ELEVATION EXPANSION JOINT _ LIFT HOLES 5„ c0 W 'STEP OPTIONAL DEPENDING P lop x 3� f PEDESTRIAN ACCESS ROUTE ON STEP SPACING IN STRUCTURE ) „ SIUE£ ALK Tt ADDITIC)NAL RIGHT^OF-WAY 15 REQUIRED IF THE LIM31 n 7" DEPTH n z ACCESS ROUGE � EXTEND BEYOND EXISTING OR '_D 5 EXPANSION JdiN, 3 RIGHT -Or WAY- -;Q UNPAVED SPACE 0 1 U OR SIDEW&K--- I Q t <& PEDESTRIAN ACCESS ROUTES PROVIDE A CONTIN(� ca CG -fit DETECTABLE WARNING (W -2'i , STABLE, FIRM ANO SLIP RESISTANT PATH CONINE' + 2`° (MAX.) RISER I ELEMENTS OF A FACILITY TH,4T CAN BE APPROi .' P W FLOW LINE USED BY PEDESTRIANS, IF ACCESS ROUTE IS Ali, CURB, MINIMUM WIDTH SiHOULD BE 6'. CIT TES P LIMITS OF CG ,3 �I ALTERNATE ERNATE JOINTEXPANSION JOINT ? X IF PEDESTRIAN ACCESS ROUTES M ARE BEING PF X D X I 4' TRAVERSABLE WIDTH IS REQUIRED WITH MAX. — (NOMINAL DIAMETER) DETAIL NOTES= REINFORCING IN ACCORDANCE MAIN ROADWAY PAY LINE I LPROPOSED 7" SIDEWALK IS T°O BE POURFO MONOLITH€t FLAT SLAB WITH ASTM A615. OR BY USING, PERMISSIBLE C;ONSTRUCTION JOINT WITH A .�,�..__...� 2. PROPOSED 7'° SIDEWALK TO BE CLASS A-3 CONCRETE R-2 NOTES HALF PLAN 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS„ 3. REOUIRED BARS ARE TO 6E 'NO. 5X8'" PLACED P CENTF "H" (LIN- FT. FOR MANHOLES) ORMENSIONS, ETC. FACE OF CURB s. fi CLASS A3 CONC. ALONG BACK OF CURB, MPI')-DIEPTH OF SIDEWALK. MINI! CONCRETE COVER 1%2"• .g' -O°° 2, ALL REDUCER AND RISER UNITS; ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS NORMAL GUTTER - --x�{ OF AASHT4 M199. """"`�••j•� 4.AL€. DETAILS AND C31%IENS€ONS NOT S°rI�JWN ARE THE S ;7..._.e... aa•. A . A . C . IS . r. n. a.' �� STdv'vDfiftD CG-sD, 3, CONCRETE SHALL BE 4000 PSI(. '��°u.b. b.ty t^•.'�: �o��o �'d--°°-o e°000>oo S. THIS DESIGN MAY ALSO dE IAPFsLeEp TO C3TH£Ft ENTRE A A4. WHERE OPENINGS ARE REQUIREID FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR EG AS THE NEED ARISES. NEATLY CUT AS APPROVED BY( THE ENGINEER. THE CONTRACTOR SHALL. FURNISH B" AGGREGATE BASE THE FABRICATOR WITH THE ANIGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, TYPE b SIZE 21 B o-*- LIFT HOLES AND THE SIZE OF ALL PIPES TTO ENTER THE MANHOLE. S` 6. WHEN USED 1N CONJUNCTION WITH STANDARD CG -3 DI +-, +� trF CURB FACE ON THIS STANDARD ,S TO BE ADJUSTED ` I� � MOUNTABLE CU R8 CONFIGURA\TION. 5. FOR :STEP DETAILS SEE STANDARD ST SECTION A -A 7.5£E STANDARD CG -12 FOR DETECTABLE WARNING DET —STEPS (AS REQUIRED) 6, DIMENSIONS SHOWN ARE MINIMUIM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER, SET IN LINE 12" TO 16„ €:•-C. } 7 "D" IS NOMINAL DIAMETER. • a X 8" BARS 0 12" C -C , �PERMISSiBLE CONSTRUCTION JOINS #3. WHEN USING R-2 FLAT SLAB, HEIGHT OF STRUCTURE FROM THE SLAB UP PERMISSIBLE CONSTRUCTION JOINT TO THE FINISHED GRADE ELEV)ATION IS LIMITED TO A MAXIMUM OF 25'. X L D _l X f_ c 19/'2" MINIMUM 2 -O 2'e0a= D, TONGUE AND GROOVE JOINT T(O BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL CONCRETE COVER OF THE ENGINEER. JOINTS ARE: TO BE SEALED WITH MORTAR, O-RING GASKETS, OR & A •°' BUTYL RUBBER. TAPER - • REDUCER ° > 6" AGGREGATE BASE ° ° a ° n ° ° ° }a" AC REGATE BASE `c ° � ° ; ° o ° ; E6•, AGGREGATE BASE TYPE SSIZ£ 218 TYPE ISIZE tl $ TYPE IS1ZE 2113 R" 3 SEC SECTION B-13 SECTION C -C SECTION D -D! SPXVDOT ECIFICATION RENCE SPECIFICATION COMMERCT REFERENCE ENTRANCE ROAD AND STPRECAST REDUCER RISER UNITS ROAD AND BRIDE STANDARDS (HEAVY TRUCK TRAFFIC ANTICIPATED) 105 REVISION DATE SHEET 1 OF 1 802 VIRGINIA DEPARTMENT OF TRANSPORTATIONREVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103,10 POLYSULFID rL��,—CAULKING 4 BOND BREAKER • � d IA A 16" SM TH LS @ 24" O.C. LIGHTLY SE ONE END Wf SLEEVE OSE ACTED SUBGRADE PROVIDE SAINCUT (Y DEPTH .�... ..... . ,., e . � .... ,,,� .. , . ,... :r, a .� ...",•... .--„> NOTES: 1. REINFORCING SHALL. BE DISCONTINUOUS AT JOINT. L } NOT TO SCALE OR D) Q9 VAMP, NSFV4 FT. AD CAH 7/13/07 B 1/16 DR BY CHWD DATE ISSUE SCALE IEEE MODEL DH152-93 / DR152-93 OPTIONAL POWER LOSS HIGH LEVEL ALARM (POWER LOSS ALARM FOR WIRELESS) MANUAL ALARM SILENCE MANUAL RUN STATUS LED'S: NORMAL, PUMP RUNNING, NIGH LEVEL TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT, VOLTAGE, EXTENDED RUN TIME DRY CONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) PADLOCK DEAD FRONT PREDICTIVE ALARMS REAL TIME PUMP PERFORMANCE ADJUSTABLE ALARM DELAY ENCLOSURE: ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC HOUR/CYCLE COUNTER POLYESTER APPROVED BY UL FOR NEMA 4X ENCLOSURE ASSEMBLY ELECTRICAL CONTROL ENCLOSURE TOP BOARD (PUMP 1/MASTER) o Q PUMP 1 PUMP 2 0 0 .J6 WP -2 WP -1 I NEUTRAL — GND POWER SOURCE IN PUMP IIIIII PUMP 1 20005 111111Z ZEI MANUAL RUN RED BROW J Q BLACK RED PIN FUNCTION 20005 EXTREME 1 MANUAL RUN RED BROW 2 L1 BLACK RED 3 N WHITE BLACK 4 GND GREEN GRN/YEL 5 1 ALARM FEED I ORANGEJ YELLOW 6 JALARM RETURN BLUE BLUE �a SILENCE BUZZER LEGEND FROM CORE SUPPLY CABLE FACTORY INSTALLED CONTROL CABLE: TYPE TC: DIRECT BURIAL, SIX CONDUCTOR `16" BOTTOM BOARD (PUMP 2/SLAVE) 0 O 0 0 WP -2 0 , AR"C""ITECTS 449 McLAWS CIRCLE o WILLIAMSBUR.G, VA 23185 (757) 253-0673 VOICE {757) 253-2319 FAX , \SUITABLE EXCAVATED MATERIAL N..�,Y \\\ COMPACTED PER SPECIFICATIONS PUBLIC SAS _ETY STATION DETECTION TAPE E \ \\ CHARLOTTESVILLE, E CHA LOTTESVILLE, VIRGINIA / COPPR TRAERGWIRE I AS REQ. PER SPECS D BEDDING MATERIAL (DI/2) BEDDING MATERIAL (D X .1) I BEDDING MATERIAL NOTE: BEDDING MATERIAL SHALL CONFORM TO SEC11ON 302,02, (i) SECTION 205 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. W=PIPE NOMINAL DIAMETER + 2E, E=OUTSIDE PIPE DIAMETER, D=INSIDE PIPE DIAMETER UTILiSTAL AT EAS NOT TO SCALE 'MALT OR CONCRETE PAVEMENT E STONE – SEE PAVEMENT DETAIL __CT FILL -- SE PAVEMENT DETAIL _-CTION TAPE r r ss t � � r • • III I I i � a NOTE: BEDDING MATERIAL SHALL CONFORM TO SECTION 302.02, (i) SECTION 205 OF THE 'DOT ROAD AND BRIDGE SPECIFICATIONS, W=PIPE NOMINAL DIAMETER + 2E, E=OUTSIDE PIPE DIAMETER, P=W+12", D=INSIDE PIPE DIAMETER LTL STALLATION' PAVEMEINIT AREAS. NOT TO SCALE 01.E,201 RESPONSE FINAL SITE SUBMISSION RESPONSE SITE 10.18,2016 SUBMISSION INITIAL SITE 8.8.2010 SUBMISSION N0. DATE DESCRIPTION COMMISSION NUMBER 603 SCALE: )L li�l►l�1>�ila 10,18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LNITED PURPOSE OF EVAILUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT T THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (G) 2018. SHEET TITLE SITE & UTILITY DETAILS SHEET NUMBER 5 ON 4 i2. �F 1S mm C-0 t- nid0 - ------ - - -- -------- - - --- 17 F 0 PROVIDE (4) 8" WIDE X 4' HIGHI SCUPPER OPENINGS, FULLY 5 V -01. 4 GROUTED, EVENLY SPACED— j Pe BASE OF BACK WALL-- -on P l.jw -ON FUEL TANK PAD DUMPSTER-PAD 0 I CONCRETE PAVING L-- (SEE DETAIL, SHEET)--,_". -t L (6� q Ali L/T Y pl Al� Kf�- I �-m j SLAB -FINISH GRADE CONCRETE <D UJ ENCASEMENT (TYP. @ POSTS) L j -MIN. 2' 0 PIPE WHEEL, TYPICAL] LOCATION FOR ALL -FULCRUM LATCH WITH STRIKE DROP BAR 18" STRAP, TYPICAL GALVANIZED IRON, PLATED, TYPICAL ----J FUEL TANK/DUMPSTER ENCLOSURE- FRONT ELEVATION NOT TO SCALE FINISHED GRADE TO MATCHI F-4000 PSI WITH 5%-7% TOP OF CONCRETE I AIR ENTRAINED CONCRETE BROOM FINISH 9 —0.50% MIN. SLOPE Z. - - ---------- I j 11 4" COMPACTED SAND SUBBASE I WWR COMPACT SUBGRADE TO 95% STANDARD PROCTOR NOTES. - I 1. SCORED JOINTS AT 5'-0" MAX. SPACING; 1 1/4" MIN. DEPTH, 2. CONCRETE SHALL BE REINFORCED W/6x6-W2.1xW2.1 W. WIRE REINFORCED CONCRETE PAVEMENT SECTION (SIDEWALKS AND GATHERING AREA) NOT TO SCALE I uy 01#11 m 111 if, c W*l W, w AS ky 12- MIN VDOT #21A OR #21 B COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR LIGHT DUTY - S ALT SPHALT PAVEMENT SECTION NOT TO SCALE 4" R2 - —X—X FAMINORT4111m UP ........................... GROUT FULLY, BELOW TOP OF SLAB —#4 DOWELS 0 32" OC, HK.8" -CONCRETE FOOTING W/ (3) CONT. #5 t p 4 LONG. & #4 TRANS. @ 24- OC SPACING 2'-6* ENCLOSURE WALL SECTION SCALE: 3/4"=1'-O" FILL POST WITH CONCRETE AND PROVIDE TOP GUARD PRECAST BOLLARD CAP OR EQUAL. PAINT TO MATCH BOLLARD 4" DIAMETER SCHEDULE 40 STEEL PIPE If FINISHED GRADE 777 PROPOSED CONCRETE SLAB CONCRETE BASE v NOTE. PRIME AND PAINT SAFETY YELLOW. 4" BOLLARD AT HYDRANT NOT TO SCALE lausulaga" Iasi 9" DEEP #57 STONE BASE TO ,- \\ V. SUPPORT BOX. HAND TAMP AT 6" LIFTS AND EXTEND 6" FROM =A ALL SIDES TYPICAL IN -GRADE TI /PULL BOX DETAIL NOT TO SCALE PVC CONDUIT STUBBED UP EXISTING SQUARE STRAIGHT STEEL POLE ADJACENT TO HANDHOLE, NUMBER AND SIZE AS REQUIRED ------HANDHOLE SET TOP OF CONCRETE FOUNDATION /-FINISHED GRADE 12" MAX ABOVE GRADE.--------\ �Ak CIRCUIT CONDUCTORS7TO,, a Iy* CONDUIT c I u♦ ANCHOR BOLTS SHALL 4 BE AS RECOMMENDED BY MANUFACTURER 4 (8)#6 VERT. WITH #3 CONCRETE 3000 PSI' -/ TIES AT 12" ON CENTER 24" DIA. 11 4 LIGHT POLE FOUNDATION DETAIL NOT TO SCALE 2 VDOT #21A STONE 6- VDOT #3 STONE Kll� NO. 80 POLYPROPYLENE NONWOVEN QUAL ORAPPROVED EL-�� COMPACTED SUBGRADE I -ISI-1 F, 7 8- MIN VDOT 21A OR 21B COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR HEAVY DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOT TO SCALE 4000 PSI CONCRETE < WITH 5-7% AIR ENTRAINMENT C14 4" R2" , 4 -' i .. 4 00 7"-"-7- 4 A 1% SLOPE ow - 7 -11 1 .4 I- - - o GR -2. "A 12" NOTES: 1. MOUNT SIGN SO THE BOTTOM EDGE OF THE RESERVED PARKING SIGN IS AT 4 FEET ABOVE THE PARKING SURFACE. -4 N ON tIff, 4, FILL POST WITH CONCRETE AND PROVIDE TOP GUARD PRECAST BOLLARD CAP OR EQUAL. PAINT TO MATCH BOLLARD. 6" DIAMETER SCHEDULE 40 STEEL PIPE f!NISHED GRADE , PROPOSED CONCRETE SLAB C CONCRETE BASE NOTE: 1. PRIME AND PAINT ALL BOLLARDS AT BUILDING TO MATCH BUILDING BRICK. 2. PRIME AND PAINT ALL OTHER LOCATIONS SAFETY YELLOW. 6" BOLLARD AT BUILDING AND DUMPST ER ENCLOSURE NOT TO SCALE X 27Y4" MIN - 28:Y4" MAX RAIL HEIGHT - -3" 6' -Y 6' T 1 f'2!' x! -- ------- II II II GR -2 16-3" POST SPACING) MAX DYNAPAC DEFLECTION 3' GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ON!' - Y AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND ASTHE BY HE ENGINEER. FOR DETAILS OF PiOST AND BLOCKOUTS SEE SHEET NO. 501,05, FOR DETAILS OF R!A11L El EMENT, RAI! SPLICE JOINT, AND ASSOCIATED HARDA'vARE �EE SHEET NOS. 501.61 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 1150 FEET,' ALL GUARDRAIL POSTS S ' HALL BE SET PLUMB. POST SHALL TION THAN NOT BE SET WITH A VARIA 0 F P1GRE E PER FOOT FROM, VERTICAL, Iffi-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND GR -2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 2l' -X4" ?MIN - 28Y4" MAX AS MEASURED PER STANDARD GR -INS. ALL W -BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL- FOR THE FINISHED ROADWAY, THE OPTIONAL CR- 2A METHODS OF NESTING THE PAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLiATION. >( A (31-111 'PO T -PACING) MAX D' IAMIC DEFL TION 2' x 0P A -2A METHOD OPTIONAL A METHOD 1 ED RAIL 'USING ,.�N�LS�R " ADDI?: NAL RAIL OST ON _ 0, /HEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF PEST FOR GR -2A THE POST SPACING WILL BE 5`3". FLARE RAT ES DESIGN SPEED INSIDE SI LINE BEYOND SHY LINE MPH SHY 1INE FLARE L 1 LS i RATE FLARE RATE_ ALUMINUM POLE uj Li 0 U-1 150 * 60 811, I 26:1 CL cn - 50 - 6-5' 21:1 SEALANT uj UJ Lu U) FLASH COLLAR 0- >< 30 4' 13:1 U -j SLOPE BASE 3/4' MIN. FINISH GRADE SEALANT (MIN, 1 1/2' DEEP) CENTERING WEDGES -TEMPORARY CONCRETE 4 - STEEL SLEEVE DRY SAND STEEL CENTERING WEDGES WELDED STEEL SUPPORT PLATE M 3/4ft DIA. X 2' LIGHTNING ARRESTOR SPIKE- EXTENDS 12 BELOW FOOTING NOTE: CONCRETE FOUNDATION SHALL BE PER POLE MANUFACTURERS DESIGN FLAG POLE DETAIL NOT TO SCALE 2 VDOT #21A STONE 6- VDOT #3 STONE Kll� NO. 80 POLYPROPYLENE NONWOVEN QUAL ORAPPROVED EL-�� COMPACTED SUBGRADE I -ISI-1 F, 7 8- MIN VDOT 21A OR 21B COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR HEAVY DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOT TO SCALE 4000 PSI CONCRETE < WITH 5-7% AIR ENTRAINMENT C14 4" R2" , 4 -' i .. 4 00 7"-"-7- 4 A 1% SLOPE ow - 7 -11 1 .4 I- - - o GR -2. "A 12" NOTES: 1. MOUNT SIGN SO THE BOTTOM EDGE OF THE RESERVED PARKING SIGN IS AT 4 FEET ABOVE THE PARKING SURFACE. -4 N ON tIff, 4, FILL POST WITH CONCRETE AND PROVIDE TOP GUARD PRECAST BOLLARD CAP OR EQUAL. PAINT TO MATCH BOLLARD. 6" DIAMETER SCHEDULE 40 STEEL PIPE f!NISHED GRADE , PROPOSED CONCRETE SLAB C CONCRETE BASE NOTE: 1. PRIME AND PAINT ALL BOLLARDS AT BUILDING TO MATCH BUILDING BRICK. 2. PRIME AND PAINT ALL OTHER LOCATIONS SAFETY YELLOW. 6" BOLLARD AT BUILDING AND DUMPST ER ENCLOSURE NOT TO SCALE X 27Y4" MIN - 28:Y4" MAX RAIL HEIGHT - -3" 6' -Y 6' T 1 f'2!' x! -- ------- II II II GR -2 16-3" POST SPACING) MAX DYNAPAC DEFLECTION 3' GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ON!' - Y AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND ASTHE BY HE ENGINEER. FOR DETAILS OF PiOST AND BLOCKOUTS SEE SHEET NO. 501,05, FOR DETAILS OF R!A11L El EMENT, RAI! SPLICE JOINT, AND ASSOCIATED HARDA'vARE �EE SHEET NOS. 501.61 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 1150 FEET,' ALL GUARDRAIL POSTS S ' HALL BE SET PLUMB. POST SHALL TION THAN NOT BE SET WITH A VARIA 0 F P1GRE E PER FOOT FROM, VERTICAL, Iffi-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR -2 AND GR -2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 2l' -X4" ?MIN - 28Y4" MAX AS MEASURED PER STANDARD GR -INS. ALL W -BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL- FOR THE FINISHED ROADWAY, THE OPTIONAL CR- 2A METHODS OF NESTING THE PAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLiATION. >( A (31-111 'PO T -PACING) MAX D' IAMIC DEFL TION 2' x 0P A -2A METHOD OPTIONAL A METHOD 1 ED RAIL 'USING ,.�N�LS�R " ADDI?: NAL RAIL OST ON _ 0, /HEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF PEST FOR GR -2A THE POST SPACING WILL BE 5`3". FLARE RAT ES DESIGN SPEED INSIDE SI LINE BEYOND SHY LINE MPH SHY 1INE FLARE L 1 LS i RATE FLARE RATE_ 70 30:1 150 * 60 811, I 26:1 14; 1 * - 50 - 6-5' 21:1 11:1 * 40 - 51 16:1 8:1 * 30 4' 13:1 71 * kk 0 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE (7 5 7) 2 5 3 - 2 3 19 FAX op at Q DAFFEN RICA. CUR.TIS Lic.NTo,1622 z, -, Ml WN nlmilllllll��l R E V I S 1 0 N S 1 RESPONSE FINAL 01.05.2017 SITE SUBMISSION 0.18.2016 RESPONSE SITE 1 SUBMISSION INITIAL SITE 8.8.2010 SUBMISSION NO. DATE DESCRIPTION COMMISSION NUMBER 2 1603 10 SCALE: AS SHOWN DESIGNED: DRC/MC DRAWN: DRC/MC CHECKED: DFB DATE: 1018.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG„ INC, AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF & SPECIFIC PROJECT. REPRODUMION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRH-TEN CONSENT OF DiG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2016. SHEET TITLE 7 SITE DETAILS SUGGESTED MAXIMUM FLARE RATE FOR SEMI-RIGID 6ARRIER SYSTEMS, SHEET NUMBER XVDOT A COPY OF THE ORIGINAI SEALED AND SIGNED DRAINING IS ON FILE IN, THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STAiiDARD5 REFERENCE LEGEND 11 ; z "z /, / // ,4 / , / ,� , �4 '� _31 \1 , - " /,, \ I EXISTING: , / I / / / / -, -_ -, - -- -_ � ��, -��, , '\ " , \ I " I / , , 111� I , , I , � /1, \ \ \ I I \ \ \1 I I / I "I � 1, \ , I \ \ � I \ � , I ,\ ,\ , , \ \ . -- / , //// � I/ x \, , CMP CORRUGATED METAL PIPE ---, - _-),� �'. , , /I , ___ -, �%, , \ z /,/ / Z/ .,K/\ \ \ k, -j\ J, I,," / / ./, _ Z�;Q / / 1 1, ___ �__ �� '\ /I'\,�4' \ , \ \11 \ co � -------- : - ,-. \�,,\ " \ " , / / / ,/_1 �1/ , " , , / \ , , , , , " Z I/ / , I I 'I, - "��. :::::�= - -:, , \ , \(�> ,-) \ \ \ \ \ \ .. 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I ,\ 41_t-1-_,-,I)� I \,�, ,-- ' - , \,ED OVER GEOTEXTILE FABRIC, /, / , -- / � � 4 /U %, -�- I \ \ - , \ \\ 'cp� \\ GNDLGROUND LIGHT � I � I � �� . \ \ \ \ �\ - - 1jj_ AF�z / �� , A, " � � \ '. -, \_�, >N28`5 2'50"F ) - z ` \\\ \ " _-\ , �, ,� ", _,��,O' \ ,_, \ , \-\".--,— - - — - - /�_.ZL_ " -�_ , , \ � , N— - - '', , ________ - �- — - - _S��_� - . BENEATH ALL PLANTS NOT __�, - "I " / I � I \'� v-)-1 /" __ , _-Zk- �? ,,�� , .� ,�_- _ _, ,,� ?/� IF (RON FOUND ,� \1260,00' __ IT- -17 -- I ,�,/ 0Y-4�� , / - ,1 II � , 'O I� , / 0 1 � � ,I , "\\, - I 1_1�_ ,,- _�<� ADJACENT TO BUILDING & 3' /, �1,� � I \ �� \ I "-)� \ 7p .1s +10" I 11 0 � 1, ��o%,� , � 0 � __ - I MCQ', ''/-RADIUS BENEATH ALL TREES ,�I, is IRON SET ___ , �\\- 4- , ,,� __ 11 I _� ' ,/�'_�,� .---- ._-------- 21, __ t,\,�.- / �� l \\ \ \ ,,___ - 1:�%,___7 / / - , \, "- , " I :�� ,-�*,_ � UNL S ,,OTHER�S NOT - I � \ \ /1\1-,,��_ __ - __ ____ .--- - - -- `,�,��, Ni,- - / , , / / ____/1 I - , -i, � � \ ,�, \ I I ,/I ,� :�_, -1 - I i . 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I - ,///" x , � i_'1'1'__ 4A li �1/,4- ,; �\ ;��o,i�� , __ — ----- — 7` "f,f , " �1, , - , REINFORCED CONCRETE PIPE �'. - - ,/ )\' � � , ,, I _/ / "-__ _� ____ �:/ I , / ,___ 4 - RCP,�_ -" C)__ " - I ,%,, \ , �1 16 ,---�-- .Ili, __ I— I - I -1" iA . _,�, '. / --- e I ,!/(g � , \ _� \ -,-I SMH SANITARY SEWER MANHOLE / // / -� , f .. " . -11 / \1 " , , / I I - _:��— --f-,t,pF,_—_" I � 4,1-, __ - -_ z � . , 1�� , / �� , � '0 ,� � I � i, I \ \' 2��--- ��- X " I ... , . I , / , , I ._� 1 6 k,'� \T 0- ,,T , � - — I � . / I � / , , '�, ,,�,I -_ I ",,-.: �I-/I,/,_ -_ GAS '0AS _��43CG*s - __ - �__�_ If// I �N -. , N / / / � rr, � � , , / / /, " _� - �_ 3 ____ " __ �_�If I ,,IN /1 I �,,�I - i �, \t � \ \ ,/ / ----7;-,t -_ -_ 4? - it . ,, \ !\ �� /�I _'-�---_- / - � ,/ ,,/ / � 11�� ,I� \- ------4�'!=XT PRECAST CONCRETE � / // /./ "'�/� / / \\�', IN �, I� 9��__�- -1 'h / - CM II-/ / /// - Z=�_ ----- __ __ �Ic ,< / , . �, / / I I , � I �_-, __ - , , / /// --/ ----//-- I 1-\. I 1 I 1 1 �\ \�I � �)z _>�_ _22�4ZC+ _ TEPSTONES, FLUSH W/ G ADE, ___ I /' I I /, * . 1. , , , _ � ,,� I/ " * -_-, _7 --, , : - ' ,Z` , /I/1 .1 . , ) / N / 'll'i f . \ \ �_- TC . ,___ - -__ ."'��r _/1 - / /'/ / f I ��, ;, I / c�L,- ---:w- —'-----42R- � TI N , __ ;_ Byk4) , �1,1 / I/ ",/ -- , / ,f, / -, i I , � �,\ \ ,, 1TOP OF CURB / , / / X-1 __ _7::�_� � CATI - I , , I I ./ / , t � ! 'i , � � ,,� I� �� \ � -I,, - Q. SR; 3 @ EA. LOCATI " �' __��__-a,j I _ ___�� , I " I 4 \ I I // ,\ I �- — __ 4'L�) .� � / 1 I I I � i I Ii" x' - ------ ' - FLAG POI I ' 1 ,� . I I � � I --t- _� I / / / 1 �- E / . I/l� - I/,/11,,, -`p � * , ,� . I/ ,/z/// // :- _ _ \ \/ /Z /, � I � � , " ,/ � I " � � WM WATER METER / - �� __ __I �2_- ____ /,, / I--I,I, " \ �- - �,// ,II�11 _/ " ___ - . . . . . . . .. � ___ 11 / 11I. ./ ,\I.I1�,/�/" I ,1I,1,�i1\,,�� 11 = WV WATER VALVE _� � _____ I- __ �. I _//, ! I 11 I " � �,� �J- �_ __ _- ' —GAS ---GAS . , ... -1- _ , �--� 11 . . 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I � .: . : ::: , � / / / __�k,\ � \ " � V+ + V , _-, z - \ ND 3 Nandina domestica Heavenly Bamboo 1 Container 24" MIN. HT. \( I .:; . ..� _ .- - \ � D I / / / �, , ... - ____+/ ,� � . .:q :. . +. �. .. � � 1. � ... �.A �� / / � , -----\ \ . - /�\_ \ �".�". ...., -_ � " -�t)�,,. VP 6 Viburnum x pragense Prague Viburnum B&B, 24" MIN. HT. \ I :,�.:::.:� .. \ . _�..\., -) I <_�) / / I � .-.L I r 11 : .:.: -, �1 I �V� �-,. 11>�. . � � - � \ -, I � ___�, / / / --/-, ,) � . . .. % ..... I... � I . .. ... ... ..-, t\��:,._ ---- ) (,,,,',,,',,rl - . . I I I .1-1.1% ",)j...._..,..X.. . \ 'i � \ � I \ 6',, ' � : .*.." � �:. " -1 ./ ) \ 1) I .. � � , 1. - �..... .\ , / + . ,�.. c"I 11 // / / -4. � .... :.., � .� ,�:-:- �, , ... \ X \ \ I .+ �.: , - - +�. I . %V..� r, _�_, I GAS I / / / If �1� - \ , , +:, \-::: - _� , . . , . .% , - . . ---,++ 11 I I'll � 11 I \ I I I— . I - ,�/ I ,r\ - \ .. . ++ - , � I ... . � � , , \ , � \ � �111 ,� - - � - 1\ ", ------ y____�r____ ) / ------ � - \ \ \ � �� - : ,.�-..�.:�. �+:..::_�::- . �� \ ... . - , , �' , ''IV+ \ I \ ' GU I P �____ GA / / / ,-1-1 �', , - - � . � ,S, / r 11 \ .....,\ %:..... I I I _.- . A , ��, , , , V 28.90 � I---- C, I I , �OTES: C`OUNTY REVIEW NOTES- \ 11 "I ..., :.:\ ' \ I i / ',�_ -/ 1. . "+_ ,., - _., 4 � I I / / / +�: * � - 1..� i .44 I / � I : .: � jj � . I ... � ." . I ,y I I I / � - NOT REQUIRED. DEVELOPMENT IS ON A LANDLOCKED PARCEL. 1\ \ _'111 I � ,_�..,\....- - , - -B ",:_.,+�� ,.�, , � � \ I � / / I 1. STREET PLANTINGS. - . .. 1. - . ... , , ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. . " �, . . . ,��_ �v I , .",. 29. , I 1, I .. . . �. .., - K I / � � ..... I \ : \ � +�\_�` - , - �_11I . I � ..,1 I I / 1 _ I I, i I - .. w��: � 1�., � � I I/ \ . � 1 .. . I I ''I ,::::.� . . . � _QAf A, I - I _ 1. . ,x . �Q��_.._�\,., I / � SEE SHEET CES -101 PROTECTION & SHEET C-501 FOR TREE PROTECTION DETAIL. 2. PARKING LOT LANDSCAPING: EXISTING MIXED FOREST SURROUNDS THE PARKING AREA (110 SPACES), 9 SHRUBS ARE PROPOSED \ � �., " .�.'��,-'X;l �.___,� \ ell. / : <_� -�__---,, IN FRONT OF THE 4 PARKING SPACES NEAR THE BUILDING ENTRANCE. , . ..... � I + - � A / �.+. +- + "I., I c( , I / 1'� '\ :1. r \ �, --, . I ,� _.\' I .:.:_ �. - - ,+ - V � - A�- , . .. - " .- . I I \ -1, . 1..A - . 11 I - \ - ... . 1. . '. . I I '\ , _�: � - , .... \ . . , . I .. ..,. / I SEE SHEET L 102 FOR BIORETENTION PLANTINGS, "\ \ I V. � 4 3. SCREENING: NOT REQUIRED, DEVELOPMENT IS ON A LANDLOCKED PARCEL. DUMPSTER ENCLOSURE IS SCREENED WITH LARGE \ I .11� ..�_ - t. . .11. I - �._ i� I .....�� .C_ � .. - _. .- . - .. . I 11 . . ... . ... EVERGREEN SHRUBS. SEE NOTE #2 FOR PARKING LOT SCREENING. I \:.*, , I � - ,_ ��,.:+Y * �, .%. I' . \ I _... ....... ,:.:: I . - ... + ... , * 1� . . r .... . /: , . . .. I. . .., ".. � . * . . .:��:!::- ..- � �� - . - I \ \ -111 I.. , 1 1 _. A4�-._ 1 , I . ... ... I 0�__ I \ I I � dd , " �. . 1. 1-1 - ... t � . " .. _I : � I. . - I , * :� j , .. - \ , \ , 11 . I., % �: 1, . �. , - COMMERCIAL USE - OPEN SPACE (SLOPES & AREAS TO REMAIN UNDEVELOPED WITHIN LIMITS OF DISTURBANCE) . , I.:. : '% . 4. TREE CANOPY. \ , : 450 ' 11 \ I � I 1. - 1'.. - .... I -w, �:. 11 1. � , /_ . 46,500 SFX 10% = 4,650 SF OF TREE CANOPY REQUIRED, . .,�:::. : - � � ....4% � � : : � 1. 1� : .,., ,-+.I... . . I .: �:...� , � J 4.1. 4,720 SF OF TREE CANOPY PROVIDED (NOT INCLUDING BIORETENTION PLANTINGS) : ... _.- 1. : 1� 4.1-1. 5 MAPLE @ 500 SF/TREE, 3 WILLOW OAK 0 500 SF/TREE, 2 CHERRY @ 300 SF/TREE, 4 WAX MYRTLE @ 30 SF/TREE, ODIIaTk*,WINI'... lM,,�, I 11 t. Alm,111 P L A N N E R M 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ( 7 5 7 ) 25`;-2319 FAX reTWIF719=1 � PANTOPS PUBLIC SAFETY STATION CHARLOTTESVILLE, VIRGINIA R E V I S I 0 N S 01,05.2017 RESPONSE FINAL SITE SUBMISSION 10.18.201 RESPONSE SITE SUBMISSION — INITIAL SITE — 8.8.2010 - SUBMISSION - No. DATE DESCRIPTION I.... .....L............ COMMISSION NUMBER SCALE: AS SHOWN DESIGNED: DRC 5T71 -11N DRC CHECKED: DFB DATE: 10,18, 2016 --- ,----I THIS DOCUMENT CONTAINS INFORIMPON PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMT ED PURPOSE OF EVALUATION. 60DINGAIND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF !HIS DOC- UNIEINT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DE FAIL OR DESIGN WITHOUT THE EXPRESSED, WRFFTEN CONSENT OF DDG, INC. IS PROHIBITED, ALL RIGHTS RESERVED. COPYRIGHT DiG, TNG, (C) 2016. SHEET TITLE ., LANDSCAPE PLAN & DETAILS SHEET NUMBER 1 a L-1 U I - _ - - 15 OF I8 i , BIORETENTION, AREA #2 PLANTING PLAN 0 RE BIORETENTION PLANTING NOTES (DERIVED x DEQ STORMWATER DESIGN SPECIFICATION s O 610 -FILTER PLANTING SPECIFICATIONS: ROOT OF THE PLANT # : JrA SHALL L ■ MOIST DURING TRANSPORT .. SOURCE O THE w SITE i • J 2. WALLS PLANTING ■ SHALL BE SLOPED OUTWARD, 1 THE DIAMETER PLANTING PIT MUST : . LARGER THAN DIAMETER 4. THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW JTH OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE LOOSE SOIL AT THE BOTTOM OF THE PIT .LL BE TAMPED BY 5THE APPROPRIATE AMOUNT OF FERTILIZER IS TO BE PLACED AT THE BOTTOM OF THE PIT (SEE BELOW FOR FERTILIZER RATES) r PLANT SHALL : REMOVED R CONTAINER .:. s r { D PLACED PLANTING PIT BY ND CARRYIPLANT ,;. BY ITS BALL ,,.. (NEVER BY . BRANCHES OR • 7. SET THE PLANT CENTER OF PIT SO THAT APPROXIMATELY I OF THE DIAMETER R ROOT FLARE ABOVE GRADE. 8.B • ' ■ 9. MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURES. 10. REMOVE ANY SOIL FROM THE TOP OF THE ROOT FLARE. NEVER COVER THE TOP OF THE BALL WITH SOIL. MOUND SOIL AROUND THE EXPOSED BALL. TREES SHALL BE PLANTED NTH THE ROOT FLARE 2"-4" ABOVE FINISH GRADE, 11, TREES SHALL B#-i.CED - USING 2" BY 2" WHITE J:.. STAKES SHALL PLACED t i .. • # WALKWAYS ... yBUILDINGS. STAKES ..... x w... 1... TO EQUALLY SPACED ON OUTSIDE OF THE TREE BALL UTILIZING ARBOR OF TREE MOVEMENT, 12. BECAUSE OF NUTRIENTS •iR x r RUNOFF ,T O BE TREATED, ! T BASIN PLANTS SHOULD NOT REQUIRE "n CHEMICAL FERTILIZAT`ION. t F � � • r 4.: � # , R _ # � J r: i M � y �. F r ■ y � - ■ t � w i i R : � �. - r ■ + i J J • t• J A J _� i i f 1Y • w A IN 1 -. ,OWN -rd i w ■. x ■ ,I a r x ..- •■ .. J * �� a ..� J. ',,, � J! _. • � ■.. .■ ■r �__ i � � i wi �� ` w ■ ■• r r w r '. w r r ■. i w• ... • r... � i � a �: � t. t : 1 � t t � r :` r It • � � x ` + `11� _ J � ■ •• •:.: ■ � _....y - * y r. � �w j. J � _ J • A, i... r a a. � s.. _ w � '' , N w w � • x , � S x r • ' • � + I! " li # IF ?I. ' � R '. •: ` � ll y �, �„ l i•• � y � �w � +, � rw� � �, �': "xa �w � �' �■. :• , y' J�,j 4. , •'. � Ir ' ! � :J � w i �' : 11 � i i ,. r r � : ' : �, r t �. # J y � _ Il •: : J � w '. 7 • • • # � s • 2 ! ♦. - ■ f w Y y :; a wf � ! � J it M • ', • f i : w # 7 R • i x :. i �" r •. ► ' � �". i r i • J F � _ � t �,. � . r ■ � � i. J � r # � •. ',. r � • a �■ t 1 ! x , ` w x' � f �. + • + � • ! i y ►! a �• • a f • • f• * `! If a . • . "' i -. a J i - E � • i � r ,. � r - • � _ � � w ■ y. s, n s : , '. . R IF : a + -. � i " ]� ` # �.' � ' ` s � ■., #+ -._�r -..:+ � J :.:, # r �: -.' ' ! 1: � •'. ww �� . j+ ... � r x'IIE. w +': •.. �.. i 1310RETENTION PLANTSCHEDULE: ABBR. QUANTITIES SCIENTIFIC NAME COMMON NAME BIO #1 BIO #2 TOTAL TREES AC 2 2 Arnelanchiercanadensts Servlceberry SPACING/NOTES B&B SIZE 1.5" CAL. BN 3 3 Betula nigra River Birch CV 1 1 IChionanthus virginicus lWhite Fringetree SHRUBS 3 3 Arnorpha fruticosa Indigo Buse B&B B&B '- B&B/Container 1.5" CAL, 1.5" CAL. 24"-36" HT. HA 8 8 Hydrangea arborescens Wild Hydrangea B&B/Container 24"_36" HT. IV 14 i 3 17 itea virginica Virginia Sweetspire B&B/Container 24"-36" HT. CIA— 2 1 3 Osmanthus americanus American -Olive / Devilwood B&B/Container 36"- 48" HT. VD GROUNDCOVER EP 2 2 (PLUGS) 160 80 240 Viburnum dentaturnJ IArrowwood Erigeron pl.Iichellus — Viburnum- RobinsPlantain B&B Plugs 24"--36" HT. 6" OC ED 90 $ 100 190 Eurybia divaricata White wood Aster Plugs 6" OC JT 180 120 300 Juncus tenuisSlender Rush Plugs 6" I 6" OC MP 1.40 l 60 200 Monarda punctata Spotted Beebalrn - Plugs - _ 6" OC OS 180 1 60 240 Onoclea senslbll€s Sensitive Fern ! Plugs I 6E" OC PA7 130 240 1 370 Packera aurea Golden Ragwclrt I Plugs 6" OC SL GROUND SM 150 90 240 Salvia lyrata COVER (SEED MIX, 20 LBS/ACRE; BASIS OF DESIGN FROM ER ST SEEDS, 100 SF 200 SF 300 SF Panicum anceps (Coleataenia ancfeps) NC Ecotype Lyre -leaf Sage Plugs MEADVILL PA) % OF MIX Beaked Panic Grass 0.470 6" OC Panicum rigidulum (Coleataenia s,tipitata) NC Ecotype Andropogon virginicus, MO Ecotype Redtop Panic Grass 0,150 Broornsedge 0.040 Carex vulpir�oidea Fox Sedge � 0.040 Juncus effuses, PA & NC Ecotype Soft Rush 0,030 Juncus tennis, NC Ecotype Path Rush T0.030 Panicurn clandestinurn (Dichanthelium c.),'Tioga' Deertongue, `Tioga' i 0.030 -- Verbena hastata, PA Ecotype Blue Ven✓ain 0,030 Carex squarrosa, VA Ecotype _ ��- -- -- Agrostis perennans, PA & APB -NY' Ecotype Squarrose Sedge ° 0,030 Autumn Bentgrass 0.020 Carex scoparla _ Blunt Broom Sedge 0.020 Carex lurida Lurid (Shallow) Sedge 0.015 Liatris spicata, PA Ecotype - - Marsh (Dense) Blazing Star 0.015 _ Eupatoriurn coelestinurn Mistflower _^ 0.010 Monarda punctata, NY& MD Ecotype Spotted Beebalrn0.010 Asclepias tuberosa, Midwestern U.S. Ecotype Butterfly Milkweed 0.010 Penstemon laevigatus, PA Ecotype _ Appalachian Beardtongue 0.010 ;Asclepias incarnata, PA & Midwestern U.S. Ecotype Swarnp Milkweed 0.010 — Asterdivaricatus White Wood Aster 0.010 Soiidago Goldenrod 0.007 Rud eckia fulgida VA Ecotype Orange Coneflower 0.005 -4 I �Bidens cernua, PA & Midwestern U.S. Ecotype I Nodding Bur Marigold 0.005 IPycnanthemurn muticuln iNarrowleaf Mountainmint 0.003 Comm.-; of Albemarle Conservation Plan CheckUst — To be placed on landscape Plans (Handbook, pp M-284-111-297 for complete specifications) 1, The following items shall be shown on the plan: R'Trees to be saved; NA wiz sit I of leerifs (;ontside, drplitia of tteea to be saved); (i L.vcatiou slid qpe. iencin , Ld Grade changes raquia tot; tree we ells or zvalis; NA �J c l}oserl taclting or frwncliarg bcgutrrl iii Iaznita v# cicauu NA 2> t�iaxkzns*s: Q' All trees to be saved shall be marked vAth pr,'nt or ribbon at a height clearly visible to equipment operators, NA Z No grading shall begin until the tree marking has been inspected and approved by a County lmpeet= 3. Vm-Cog trnetsou Conference; Tree preeservaiioa and protection rneasives shall be re viewed, with the corVwwtor on site. 4. E uipmenteration�Ani lie ra s Heavy equipment, vehicular traffic and storage of construction Materials iLc,uding soil shall not be p ritted within the driplinas oftrees to be saved. a, ail l r sAyn zz €t +fnrrz syater lac#arzfion e leen suchdevi,�-_q silt;,lxtotadvetwlyat`f ttxees+tobesaved, 6. )Fires° Z Fires are not permitted within lido feet of the dripline of trees to be saved. 7. Toxic Materials, �c materials shail`ne t be stered vithirt 100 feet of the dripline of des to be saved. S. Protective Fen cine: Trees to be retained within 40 fled of a proposed building or grading activity shall be protected by fencing. LeFencing )&ail be in plaen and shah be inspected and approved by a County Inspector prior to grading or construction. 9. TreeTree Nvegs: 2' -NV hen the ground level must be raised within die dripline of a tree to bo saved, a tree well shall be pro,,gded and a construction detail. submitted for approval, NA 10. Tree Walls- the ground level must be lowered within the driplirie a tree to be saved, a tree wail shall be provided; and a construction detail submitted for approval., 1 L Trenching and Tangeiinf: When trenching is required within. the Limits of clearing, it shall be done as far awwj from the trunks of trees as possible. Tunneling under a large tree shall be considewd as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12, rrt z 'etive £ening shall be the last iters removed during the final cleanup. 13. BAmmt4 Trees. Damaged trces shall be treated im_mediatelyby pr niog, fertilization or other m thods recommended by a tree specialist, NOTE; ITIS TM DEYELt1PEWS RP,SPONSIBILITY TO C€)NITR tii'ITII TEE CONTRACTOR ON TREE CONST VAT101N (, UME1N">:H'a's. CONTRACT PURCHASER SIGNATURE (D ATE, 511/06 page I of 1 a 34" COMPACTED EARTH SOIL MIXTUREa � �SAUCER r �' r4 ORIGIN GRADE��►3" MULCH R REMOVE BURLAP TOP 2/3 OF ROOT BALL TOPSOILTAMPED PLATPLARITING PIT NOTES: (2-3 11MES BALL PLUMB.1. SET TRUNK 2. RPLANTING BEDS,O• COVER THE ENTIRE 1 3. FOR MULTISTEMMED TREES, PROVIDEARBOR :MAJOR STEM. 4TOP OF ROOT FLARE (ROOTS ADJACENT TRUNK) SHALL BE 1-2 INCHES ABOVE FINISH GRADE. DO NOT COVER ROOT FLARE WITH MULCH. TREE PLANTING DETAIL NOT O SCALE 0 0 3 a w 4 COMPACTED EARTH SOIL MIXTURE W ° ®4 SAUCER ORIGINAL GRADE31 /----" MULCH REMOVE BURLAP FROM TOP) OF ROOT BALL Il' I�'i��.1___. . TAMPED TOPSOIL MIX PLANTING PIT NOTES: (2--3 TIMES BALL DIA.) 1. SET SHRUB PLUMB. 2. FOR PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER THE ENTIRE BED BVI 3" OF MULCH (MINIMUM). SHRUB PLANT11"NGDETAIL NOT TO SCALE A Z6 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE ( 7 5 7 ) 253-2319 FAX ` p, CTJ,s I„ ic. -No. 1622 —?_zg}- cl COUNTY OF ALBEMARLE PANTOPS PUBLIC SAFETY STATION 1101511.2i 161 >0,2017 RESPONSE FINAL SITF 15M 0.18.2016 RESPONSE SITE INITIAL SITE 8.8.2010 SUBMISSION DATE DESCRIPTION COMMISSION NUMBER L 1603 10 SCALE: AS SHOWN DES IGNED: DRC DRAWN: DRC CHECKED: DFB DAME: 10.18.201 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND 13 FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMIT PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED - ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2016. SHEET TITLE <5*-ANDSCAPE DETAILS BIORETENTION PLANTING PAN SHEET NUMBER U 2- I&OF18 200 - Of' 164_011 425-6" 4261- 0" F 17'- Off TT.O.WALL Ll 417'_0" 4134-011 m m Lw t1w4wil m m 7 S - -10�� TYP ci 426'- 6" J 419'- 0" WA�' EJ 0" 427' 644 - 9, 9' - O� 04 PROJECT NORTH 3/4 x 3/4 STEEL GALVANIZED PIPE BALUSTERS X 1-1/2" STANDARD @ 4 1/2" O.C. 311 = 11-014 3/411 = 1 l -01f h 1/8"=1408 wr= -lWATERPROOFING FSTRIP- 4 I - L-4� 41 4 _1 PREMOLDED, - 3/4" COATED.'. - S JOINT FILLER A DOWEL @ 24" PLAN VIEWNT M. [a 4234_0" 14219_0" All T11 - rI I I 11 WATERPROOFING STRIP -1-1 1 1-1 LIL -4, Air 4 CUT ALTERNATING k, v KEI ..BARS' 0:4 *4 1 WAIA All! ill = 11-011 V = 1 1-Ul N61mo uq� ■ 1 111y 110mmam PIPE 1 1/2 STD @ ENDS, CORNERS 3/41' = 11-011 7 ENUINEERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE (757) 253-2319 FAX www.djginc.com r,NLTH CK u DMID D. BUCUFf dy Uc. No. 024459 A AL PANTOPS PUBLIC SAFETY STATION R E V I S 10 N S I01 �05.2017 RESPONSE FINAL 1 1 SITE SUBMISSION 110.18.2016 RESPONSE SITE SUBMISSION 8�8.2010 INITIAL SITE SUBMISSION NON DATE DESCRIPTION COMMISSION NUMBER 2160310 SCALE: __A_SSH0WN DESIGNED: DDS - DRAWN: DRAWN: DDB DDJiT E: DB 10.182016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG , INC. AND iS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALIUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN OC- UMENT'IN WHO' LIE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESGNWTHOUT THE EXPRESSED, WRITTEN CONSENT OF D,10, INC. 13 PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2017. alloillool� SHEET TITLE RETAINING WALLS FLANGE OPTIONAL PRESET SLEEVE - 2" STD GALVANIZED PIPE -4 BOTTOM OF SLEEVE CLOSED WITH 3-1/2" X� DIAMETER 1/4" PLATE z .1 4 uj 4 4�' 4 4, 311 = 11-014 3/411 = 1 l -01f h 1/8"=1408 wr= -lWATERPROOFING FSTRIP- 4 I - L-4� 41 4 _1 PREMOLDED, - 3/4" COATED.'. - S JOINT FILLER A DOWEL @ 24" PLAN VIEWNT M. [a 4234_0" 14219_0" All T11 - rI I I 11 WATERPROOFING STRIP -1-1 1 1-1 LIL -4, Air 4 CUT ALTERNATING k, v KEI ..BARS' 0:4 *4 1 WAIA All! ill = 11-011 V = 1 1-Ul N61mo uq� ■ 1 111y 110mmam PIPE 1 1/2 STD @ ENDS, CORNERS 3/41' = 11-011 7 ENUINEERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253-0673 VOICE (757) 253-2319 FAX www.djginc.com r,NLTH CK u DMID D. BUCUFf dy Uc. No. 024459 A AL PANTOPS PUBLIC SAFETY STATION R E V I S 10 N S I01 �05.2017 RESPONSE FINAL 1 1 SITE SUBMISSION 110.18.2016 RESPONSE SITE SUBMISSION 8�8.2010 INITIAL SITE SUBMISSION NON DATE DESCRIPTION COMMISSION NUMBER 2160310 SCALE: __A_SSH0WN DESIGNED: DDS - DRAWN: DRAWN: DDB DDJiT E: DB 10.182016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG , INC. AND iS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALIUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN OC- UMENT'IN WHO' LIE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESGNWTHOUT THE EXPRESSED, WRITTEN CONSENT OF D,10, INC. 13 PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2017. alloillool� SHEET TITLE RETAINING WALLS OSQ Series t Ja@fitYFLBt£ Aa a0 CONSTRUCTION NS CTION& OSQT" LED Area/Flood Luminaire - Medium OS01 LEL? Area/Flood Luminaire - Medium ` ' Shm, low profile design .Total Product Description DA Mouth _. ....., .. ...... • Luminaire sides are rugged die cast aluminum with integral. System .` Loc"11 Count Wafts ' Product Specifications weathertf ht L€D driver cam artment and hit h erformance aluminum 4 p 3 P i Sxt01 120.480V 120V 208V 240V The OSQ's Area/Flood luminaire blends extreme optics( control, advanced thermal nianagemerit 347V ' r,&01' ' Electrical Data.• and modern, clean aesthetics. Built to list, the haLvaing i`- rugged cash aun,num with an Integral,CONSTRUCTION , & .......A .. ............ ......... _ _ ...............,.. _..... .........,.. , .......................... .. _.. _...... _ED driver Versatile mounting configurations offer simple installation. ._,,,_............:.....:.-_...,.,,.,,............,_....,;..,..,.,,.__......;...,........,,..,...,.:»...,-,.,._..,...,,.,,.,,......._,_......,i Shin, tow profile e design minimizes wend load requirements )6.At : ;uriEnY EAIweathptight ... ,. . _ ............__ Its shm, tow -profile design minlmizas wind load requirements and btends seamiesaly into the site 01I i 1) 13 • t-untinoire housing is rugged die cast atummum with an integral. Input power Optic System : watts Ai Luminaire can also be direst mounted to a vrati and surface wired f Providing n f i tilir.d.iCn. A inns t3 £nAL't O+XL'r de5i Tatars are a suitable upgrade or pin „eve , quality tiv p g Pg i-.. _.. _ weatfterttght LED driver compartment and high performance heal sink Designator- 120�48f3V ' 120`d ; 208V € 240'J = ?77V 3r,7i' 480V ' HID applications up to 250 Watt. •J' and ,K Input power designators are a suitable upgrade for HID .M....._....... 25.0" : 0,21 0 20 ! 0.15 : •Con tentry from top, sides,• and rear applicationsup to 400 :Nall. (635mmI Convenient interlocking mounting method on direct aril mount. ......................_...............,......................._...;........... ` Q2ll _ _': ..._. ............._................ ............. - -,._ I Applicatioren Parking tots, watkbvays, campuses, car deaterships, office comp,exes, and1„- 'y;- • -:" Mounting adaptor' is rugged die cast aluminum and mounts to 3-6` a 152mm) square or rouml pole. secured oy iwa 5/I6-? B UNC bolts A ---- ...... c..II.sa 9 , internal roadways y 12obmmj spaced on 2" (51mm,] centers ... ', As'ymrnetr:c 7 . - .. ... _.. - • ...... ( 0 hit' t 0,92 v ea Mounting for the adjustable arm mount adaptor is rugged die cast J ...... _" _. _ ....... .. , 168 1.4? . _ .. € 0 65 i U74 064 (I.54 4.34 .. Performance Summa i'x 44'9 r y 462mm) c. aluminum and mountsto 2` (&linin) IP, 2.375" f6Ql'nlYl) Q.D. nonan0.73 ,3 ` 937 U" 425 4.19 i ;2 780 .. - se �"'.�....... . AdjUntaf,le arm tiAJInE Can J2 adjusted t8D ,n 2.7 increments s}mme,nc .... .....•.-...... ...•... .......... ................... ....... t`t NariO(1ptfCa' e�'P'E's-.tSFAt? .iiellb'FFj'rSPJrI `i G'r7;ir: , . . , • Des.igned for uptightand downlight a pit1b al,ons K � ' :Pro i ;a4 i :065 056 . O.s9 t13d 4.2$ Made in theU.S.A. of 13.5. and+m anted alts P p ' 9m ..: {74mmi Exclusive Color€asE DeBaGuard' finish features an E -Coat epoxy primer . ............... t .... . ....:... -EitcirKat rata at t� c17�'rl a;roatwa;tawe inn d•ttrr ry.;•7c'Awtxa s . ............ o,w:ra:�,:g hCLtt'exn 12U�+.son ...... d.tas " Initial Det(verad i t 481ReY9i Up to 47.191 NEMA,Photocell with an uEtra-durable powder topcoat, providing excellent resistance to --- 02 - 17 •• location con resicn, ❑lo- viotet dagradatfonand aA(asion. 5Eiv r't bronze. black, i 012 0 10 ELECTRICAL SYSTEM ` . r ((those . to 73 LPW Y Jo b artl r as [I ( e ed ano an D P and hite a' a' a , w. re available + Input Yoltage:120-277`Jor347-"48PV,517/SOHz,Class Idrivers e4 :7o use '034 ;eat " i + Weight: 26,5 lbs, (12kgj ;_ ....__ _ <.....- --.... __-. ? 06 lot ....._ ;._......_....._�. 0.8+ i 0.49 .._......_..__. i 0.43 _, 0 78 Symmetric t€ti CRI; 'tr'mtm 7O C ! if(&6700K; "WK a ial"' optical; 8O CRI €30O4sn y. Y ........ .... .......... .. - .. __... _ ....; . .... _ . r CCF: 30 K 4. < • 3 O 57 U :i 3.8" -''�-a 4.6" IR7mm ^� -T " ,..,�•'..-"' .^.:'„'°am _... 922mrit ) . • '..-.. �""'•k. {. F.LEC A S M iR1C t., YSTE tf4tsmer9ded Seri n Hain Factor Ree 490 ea LiiM¢ ienanee s tL9dF' { 051 039Integral 0.28 a ... • fitput Voitagei 120-2Ti'V or 3G7-413C'V, SO/50tfz, Class 1 drivers ...... ... ............. .. . ............. ..............._ Limited Warrantyl- 40 earns tali iuminaire/iti yesus on C-oborfast igettaCUarda finish Y • Y 9 • Po•.wer Factor: > 0.9 at full lead Ambient Optic `. 25K nr o -T IntYlal ,ciected' 50K hr 75K hr ; Projected' ' Frufected: t €JOK hr Catcutated' OZ 50 0 a1 025 ' 0 22 0.20 LMF be used '5ze h", "A' crza tomhrarrany ier'xar raey kern» + ?oral Harmonic Distortion-,.. 20% at felt toad f 0AF LMF ;Mr LMF • - In[gigr t IOkV surge suppression protection standard Integral .... ............. ..._ _..... ................. 104 ; 049 .... .... ........... 043We€ght U.0° ...... ... 0.24 • ArcessDrie5 ' .. ^ .•-.-....... ., .. ,... ..... ,- ° Vrtnan coda dictates fusing, a stow blow lose or type C/D breaker should sl Symmetnr ....... iG5 1 IIe ............ __ ... .. .. ,. ., _ poo Ob 134 26.5 itis 0241 be used to address inrush current __........... . _t}.92' ...... . ... ........... ... ... . Kfeid-Ynstalter3 ............ .. ......... ...... ................ ... .. _. • 10V Source Curreintt 015mA iC°C ASY`nmeinc 7p0 .340 .93 :3 033 + 983 ". ..... .. . Sm.meinc 704 :0.99 095' D'.. .` ,9E .0.87 6a:#tignt shield ttand_netxi Remote REGULATORY& VOLUNTARY QUALIFICATIONS • Meets FCC Part 15 standards for conducted and radiated emissions USO -&SMF XA-5ENSREM : t ecUE.us Ll Stad t5'C Asmmet 1,02 097 092 081 Uel ' -Front 1.-9 opsks For suaesslu[ mp4an:en!aual of rhe proyrammabb_mu:u••evet 9otrors' options ......y................... 159"Ft ................>........._._._..,................_.__......_._.._-._.__...... • t0;<Y surge suppression protection tested in accordance with i[EEiANS€ .._...._..........., CSO -3i SMR a rnln r-ro of alio =nar9 h.:d r21Tfo€8 S •?qu red __.... • Suitable for Wei locations `-yrnineFnc 1 o2 : U 40 0.94' A 9p' 0 87` -:Vr:Fated ophts + ...... ....... ..... .......... ....._.. .... ..... ..................... ............ `zD s x Enclosure rated IP66 per EEC (,0524 when ordered wuh0w f£ option r Asynmetrc - i of i o,96 - - _. _ , 0.91 � � O.ed � � ..........,. 0.82" - .................. ..._.._ Catcutated' ! Catculated' , e t .ac ,.. Certified t a .._ Consult factory for l C Certified prod IC'G -..._...,.._... Ff I'+E Symrnetrtt .. ..---------_-- 1.Dt 09d _..._... U.92' EMF Ordering Information • ULC quatified. Exceptions apply when ordered with full backlight controt. Certified to ANSI ^'36 1-2001.3G bridge and overpass r hrat;an : Fully assembled iuminafre is composed of two components that most u,. ordered separatety ' 51.ot ......... ........_........,............, Standards A,. •C Aly -mc _.. _nc .....- 109 :..... .... ,0 .. ..... ...... .......... ..... .. Example: Mount: OSQ-AASY+Luminaire: OS(I-A-NM-2rdE-A-»OIK-UL-Sy . � p,98 0 94 l77`Fl 1AA. :0'11' 6,88' '0:44' • YDkV surge suppression protection tested in aac•rdanca with IEEE/ANSI .__.__.._......_Sgmmatr¢_...._.. ., :0.95 ........._....,......._.........._ ............._ _- ...... .. t $ffii%tsEL tt.timifiiir2 mi[Siflfi+mlarexl Stparaie$q•I ; D,9, 062.412 en r.+avncensoce tum r,atuxsac 25'C iT!'fi are c:,tc:tate icer Fr,A-?;F+v'e5 ar��!A.e3.iatauM m.sr..a..u:caerc tasi:ny. • :„.„....,.«......_.,_.,.« ............. ......................................._..,..._-..--,.._--..,,---,-......,,,_.-,..,.,.«.,,_,...._..-...,,......«...-.».-,,._,-....-«-,.,«...,_,.«,.,,.-._: i 0.90 ® Meets(CCP rt 1, Subpart ti Ctass Astandards for conducted a S„ by 8 ',n 3ccmia r.,2'rc,Ch:ESNA1. PfC;ECiC'd vii+SES ftp:25czf in!erpc;alEJ �a:12 b.srd a4l+ma dL"v:+C(,�lhst a. e vnth+•s<x gimes taxi the lEs"A0t-ae.0a inlet tett-le on lm rto"I for iia daicc unser t,irs{iouB i e,ne 45R- .0.trt radiated emissions p.< 9,dtE9 th.pl '4,xnen ma�r+ienance va[uns z!]'}}'Car;;aFcufateA psi tDl-2i Discd an E4-flrlafa and m-srt.+!umipartt tezL+ny� .._,.........._....,....._.._.._.........%�.._..__._....._....._._...._..._.........................._.._..........................._.__.._'--�-- C is-AAAdjiastab;e Arm :te&16Y Optsn": SV 511- $3, is -it 'lea ardancc m+th iE5NA i6(-2i-it,rNte<ted endurance tested to wiEhstand S • t.umknatre and tiRi5tl5,0,10 hours 7r In acrc+tiarct «,;i: IESWA YM -23- c., Ca:cuts±eA Yai;+e'. rsprcstm !Line Gur,Runi ¢hM vr�ed sn LpF.M],N3.CYN ter. Guraa+onnnhowy}iur int denct•edtrirsL„9 ilfJUlti¢IM.e Ca<hagcd l.Firhmt limes idX1 f ale FE4'Jh O$0 -DA 01red.Arrn 0n SlackwH wblte with+ns+z9,nxslixi the. IE5N0. LM-PA-fiB±v?at test dvra[enli+;'r+aur elevated amhtent salt Ing condfuens as defined in ASTM Standard B 117 dwixe unsor;ts::rg (IaUrjie lh> pit, ,e LEO,Aui • Meets buy American reau:rel tents withpn ARRA 'in ac<erda.:ce wish iESNA TM21.1 t, Calculated YatYRS rxpres:.rtt ;:mx dunet+xs ehvt txczed six 4mxx ldxt±hn iEStik LM�80•JS latah les± bu+'xtrou hie haersi • MLC and SILL Premium qualified versions avaslable. Some lrt aplirxis " ±he pxckxgeu lH0 ctnLt apply please refer to vrlwr.designUghis.orgfUPL for most current Information + Roii5cocnpl(ant Censttt bicto,/ for a:tdiGcciat details J Dark Sky rr'iendly. IDA,Aparoved when ordered with 30, CCT. Piease refer to hYtp;/ldarksky.org/(saltsa-products/for most current information Cree EeTM Series LED Security Watl flack Luminaire Product Description The Cree Edge" watt mount €ummairer has a stim, low profile des:g•'. rhe turninaire end caps are made from rugged die cast aiumim art with integrat, weathertight LED driver compartments and high performance atummum heat sinks specifically designed for t -ED applications. Housing is rugged atummon-'+ Enctudes a lightweight mounting box for installation over standard and mud ring single gang J -Boxes. Secure& to wall with four 3, 16, 15mml screws Eby others). Conduit entry from top, bottom. sides acrd rear. Attows mounting for uptight or downfight. Designed and approved for easy through -,wing, tnctudes Leaf/debH5 guard. Applications: General area and security lighting Performance Summary tT t77Crl3 it Patented Nanp0i,1ica Product Technology r :• "a �'' .x:>`. �ay `•' ..,..,taw. fit',! ' Made 1n the V 5 A. of U.5. and Imported parts 78.3- Cilia Minimum 70 CRf - (464rpm I CCT; 000K (+/- 300K1, 5700K I+i- SOOKII standard ` I{ Fm e61WaTYantyr. TO years an iuminaire(10 years on Colorfast finish � [[ I e a„ I r, 3 9cro� a. r a p J' V 4.1' € -- ---- C lit. Cis rte& k0 SO 4mm 1 fi j z.....,_ ............. . F1eYd thstndifag} �A t*• tiled Spikes 6tarta-ketd ReuWtc RA-EFtOSrrt %ASF.NSREM tun sucnt, ii mptsn:en>.an.n of the proq-.,mmahte nn,:U-IeveE i S LEO Count Ix 10) ; t]fm. A ? Weightegean, s min•.au n cf one hanG hzcci remove s required H °w . ._ .. ...., f 20 0,,1 191rgt 04 .. 779"130.3:"rn} 22!tr= f:0.Ok t C6 13 1353mm7 25 tys, lit 3k9i 08 .. ... 159-€40'-f i 271ps. €12.2kgi .... 13 ....... €, 179'I455mm1 ';31lbs.114.ing€- i 12 19 9' 1505m l 321as 114.5,911 Cree Edge"" LED Security Watt Pack Luminaire Product Specifications M* 449 McLAWS CIRCLE WILLIAMSBURG, VA 231855 (7 a7) 253-9673 VOICE (157) 253-2319 FAX iUBLIC '�i fi R t 01+ 5. 11? RESPONSE FINAL TE SUBMISSION 10.18.2016 RESPONSE SITE SUBMISSION 8.8,2010 INITIAL SITE AT SUBMISSION No. DATE DESCRIPTION COMMISSION NUMBER 2160310 SCALE: ASNOTM DESIGNED: JAM DRAWN: BAD CHECKED: JAM DATE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IM CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALiUATiON, BIDDING AND REVIEW, OR CONSTRUCTION OF A!SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DIG, INC. IS PROHIBITED? ALL RIGHTS RESERVED. COPYRIGHT DJG, INC, (C) 2046. ISHEET TITLE E,CTRICAL SITE CALCULATION SHEET NUMBER .19 ES U11 78 OF 18 t Ja@fitYFLBt£ Aa a0 CONSTRUCTION NS CTION& i...................._..._......:......_.....,...._..............,.................... ` ' Shm, low profile design .Total Current .... ..... .... ... .._. _. ....., .. ...... • Luminaire sides are rugged die cast aluminum with integral. System .` Loc"11 Count Wafts ' weathertf ht L€D driver cam artment and hit h erformance aluminum 4 p 3 P i Sxt01 120.480V 120V 208V 240V 277Y 347V ' r,&01' ' heat sinks specifically designed for LED applications • Housing is rugged aluminum :............................t.............;.........:......,.... 1350rnA ........... .. _.. _...... • Furnished with tow topper. Eight weight mounting box designed for ._,,,_............:.....:.-_...,.,,.,,............,_....,;..,..,.,,.__......;...,........,,..,...,.:»...,-,.,._..,...,,.,,.,,......._,_......,i installation over standard and mud ring single gang J-5oxe's 02 2S 01I i 1) 13 5,11 D.tII '; A OBU Ai Luminaire can also be direst mounted to a vrati and surface wired f........ • - _-____----_---- i-.. _.. _ .-.__---......_......._. - _..___-- - ........ • Secures to well with four 3116" (5mml screws (by others) t Ua 46 036 123 : 0,21 0 20 ! 0.15 o-12 •Con tentry from top, sides,• and rear o 64 6.52 03P G.2$ 0r .6 ` Q2ll O.iS ' + Allows mounting for uptight or downiight............:...._-.._-.,.._................_........_.._.....:......____.._..-___-;- ---- ...... - ...._ . • Designed and approved for - h -win easy fhroug Ing ! 4$ s 40 0.15 i 0.4L :0.38 0.34 i 026 029 ' • Includes leaf/debris guard ( 0 hit' t 0,92 v ea ` a.47 4 u.'t i. a 32 � 014 • G Exeteisrre Colorfast el ar finish features an E L,oatepoxy,, (mer t rias, 0 Faind fit: s + providing i resistance to with an uttradurabfe powder topcoat, p ng excel 8nt Es nce i ;2 780 n 1 10 j 063 : 0.55 0.48 1 U38 i o 2a corrosion,ultravtaietdada ion andabrasion. Black, bronze silverand - .}Lite are avaftabte i$iYittr = - . • Weight: See Dimensions and height Chart on page ir" ' -..,... -.-�. V0.30 `ry ._.....'. -.-'-.----......... --- 02 - 17 4 14 D 17 0 18 i 012 0 10 ELECTRICAL SYSTEM ` .....__... _ + Input Yoltage:120-277`Jor347-"48PV,517/SOHz,Class Idrivers e4 :7o use '034 ;eat 028 ;021 �0i • Power Factor: > U.9at foil Load ;_ ....__ _ <.....- --.... __-. ? 06 lot ....._ ;._......_....._�. 0.8+ i 0.49 .._......_..__. i 0.43 _, 0 78 .. .. .... . i i a 30 ...t 0.22 • Total Harmonic Distortion: < 20% at full toad ........ .... .......... .. - .. __... _ ....; . .... _ . • wathertight J -Box with teats (wire nits)fol easy power hock ' O 133 3 066 0.50 051 039Integral 0.28 • Integral 100 surge suppression protection standard 7 '1C6mA : , + To address Inrush current, stow blow fuse or type CJD breaker should OZ 50 0 a1 025 ' 0 22 0.20 be used E ............ u, + Maximum 1 O Source Current: 20 LED 1•350mA3: 1OmA; ; 04 43 078 046 040 ' 016 14.21 C 20 20LED (525 & 700 mAI and 40-320 LEO. 0.15mA :._. ..... ...... ... . ... ._. ...:....V ,; .. .. .. ..... . -. . Ob 134 1 it 0 A5 057 0.W RHOOLATORY&VOLUNTARYOUALIRCATIONS ....... ._ ....... .... . ...........<... .............. . .,...... ............. ..... • cULus Listed •F.lecu',ca±da:a nt 24'Cf77`F{ • Suitable for wet locations • Meets FCC Part 15 standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 50529 when ordered without P. PML or ML options a i itacomtn Hied Cron E e"' 'Factors (L 4F • t0;<Y surge suppression protection tested in accordance with i[EEiANS€ __.... ._._............ ...._........._........ C62.41.2 Initial 25K hr 50K hr 75K hr 100K hr • Lummarre and finish endurance tested to withstand 500 hours of : Ambient ILMF Protected' ' P: ejected` Catcutated' ! Catculated' , elevated ambient soft fog conditions as defined In AST&/ Standard 8 117 i l%t6 ' t_MF EMF IMF • ULC quatified. Exceptions apply when ordered with full backlight controt. : Please refer to www designtights.mg/QPL for most current information ' 51.ot ......... ........_........,............, ; 0,99 ............ 0.97 S G." ............. 0.93 .... ...... • Durk Sky Friendly, (CA Approved. please refer to www.da,-"ky.org/ for .... {5"a•FI f 1 03 . � p,98 0 94 ` 4.94 ___ em ' most current information . • Meets $uv American requirements within ARRA 15`C i5Y°F7 1 7.02 0.92 ; 0.95 ; D,9, i 2o•Cla, F3 f 1.01 0,96 ' 0.94 6fl2 i 0.90 25'C 0WI'l t,tt0 0.95 .0.trt 09', s 0.69 '4,xnen ma�r+ienance va[uns z!]'}}'Car;;aFcufateA psi tDl-2i Discd an E4-flrlafa and m-srt.+!umipartt tezL+ny� 'lea ardancc m+th iE5NA i6(-2i-it,rNte<ted Values reprY.sxM. interp,C:ated .afcz Case3 rse L++.t duratq:,a±h-, with+ns+z9,nxslixi the. IE5N0. LM-PA-fiB±v?at test dvra[enli+;'r+aur s7 tar ibe dwixe unsor;ts::rg (IaUrjie lh> pit, ,e LEO,Aui 'in ac<erda.:ce wish iESNA TM21.1 t, Calculated YatYRS rxpres:.rtt ;:mx dunet+xs ehvt txczed six 4mxx ldxt±hn iEStik LM�80•JS latah les± bu+'xtrou hie haersi for the da.kt urde: twur+g I(Ouil +s ±he pxckxgeu lH0 ctnLt M* 449 McLAWS CIRCLE WILLIAMSBURG, VA 231855 (7 a7) 253-9673 VOICE (157) 253-2319 FAX iUBLIC '�i fi R t 01+ 5. 11? RESPONSE FINAL TE SUBMISSION 10.18.2016 RESPONSE SITE SUBMISSION 8.8,2010 INITIAL SITE AT SUBMISSION No. DATE DESCRIPTION COMMISSION NUMBER 2160310 SCALE: ASNOTM DESIGNED: JAM DRAWN: BAD CHECKED: JAM DATE: 10.18.2016 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IM CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALiUATiON, BIDDING AND REVIEW, OR CONSTRUCTION OF A!SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DIG, INC. IS PROHIBITED? ALL RIGHTS RESERVED. COPYRIGHT DJG, INC, (C) 2046. ISHEET TITLE E,CTRICAL SITE CALCULATION SHEET NUMBER .19 ES U11 78 OF 18