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HomeMy WebLinkAboutWPO200600004 Plan - Stormwater 2006-07-20I - - - - I � I I I I- I - - - -.-- __ I I __- `,)t�-�' ��_,! - _�� - ,�/ , e��'/') I I /"//"e,` � , � V � 11 "'k ND SITE PLANS '�IN A"4 L ROAD A ­ - � I � '2� 1 � �� 11 1, - 11 �� I I .. I, � I., ........ � I __ - 11 �,., 1 - CONC -EPT, S � P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE� VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 1 JANUARY 9, 2006 I I I IfIl- /3\ � - GENERAL NOTES: SITE-SPECIFIC NOTE Svo HEET INDEX I 0 � - - I -_ I I 1. THE SUBJECT PROPERTY LIES IN THE WATER PROTECTION AREA AND IS PART OF THE LICKINGHOLE CREEK WATERSHED. SHEET 2 . OVERALL BLOCK AND PHASING PLAN PERFORMANCE STANDARDS: . WATER AND SEWER: I I I I - � 1 , ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND I OR INSTALLED. UNLESS 1 . WORK SHALL BE SUBJECT TO INSPECTION. BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 2, OFF-SITE RUN-OFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF-SITE RUNOFF IS FROM PUBLIC LANDS, THEREFORE SHEET 3-4 EXISTING CONDITIONS & DEMOLITION PLANS . DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY ARE TO BE ACCOMMODATED ON-SITE IN THE . SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT"IN THE OWNER / CONTRACTOR AGREEDREAN&THE CONTRACTOR IS RESPONSIBLE NOTIFYING THE PROPER INSPECTORS AT THE START OF THE WORK. I RETROFITTED POND, . I LAYOUT & SIGNING PLANS FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE NGS, INCLUDING ANCILLARY EFFORTS . � SHEET 5-10 AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. I 1 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH THE PERIMETER AND SPECIMEN MATURE HARDWOOD I ADING &UTILITY PLANS � ESSA ARE I GR I . ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NEC Ry. TREES. SHEET 11-16 1 , 2. CALL MISS UTILITY (1-800-552-7001 PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE , REPRESENTATIONS OF DATA MAU AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL wKrER AND SEWER CONSTRUCTION SPECIFICATIONS 4. ALL INTERNAL ACCESSWAYS ARE TO BE PUBLIC AND SHALL RESIDE WITHIN A PUBLIC RIGHT-OF-WAY. (WIDTH TO VARY) - SEE PLANS. SHEET 17-19 ROAD & WATERLINE PROFILES . I EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. . I I . I I UNDERGROUND FEATURES, , 5. ALL DRIVEWAYS SHALL CONFORM TO THE CODE OF DEVELOPMENT CRITERIA. � SHEET 20-21 SANITARY SEWERTROFILES . I 1 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. I . 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL . 6. 5' -WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE ANY SIDEWALK SECTIONS LYING ON PROPOSED SHEET 22-23 1 STORM DRAIN PROFILES REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL 1 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1 -800-552-7001). PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT, I I PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT . SHEET 24-25 1 . UTILITY DE TAILS SPECIFICATIONS ON-SITE AT ALL TIMES. 16. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FRONA THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, 7. TRASH SHALL BE CONTAINED IN INDIVIDUAL ROLL-OUT UNITS A!SSIGNED TO, AND STORED WITHIN, EACH UNIT OR BESIDE THE UNIT IN AN ENCLOSURE. . . I I THIS INCLUDES ALL HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. SHEET 26 STORM WATER DETAILS _/ . 4, THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON-SITE. I . I . & ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. � . I � 1. 7 A I _­­______ LANDSCAPE MITIGATION& RECREATION PLAN � I � . _LLWATER APPURTENANCES ARE TO RE LOCATED OUTSIDE OF ROADSIDE DITCHES, � -- S ETEET 27-32 � . t,x 5. UNEXPECTED SITE CONDITIONS MAYARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR 1 9. ALL 93 LOTS ARE FOR SALE. LOTS 1,14,17,18,57-61, AND 62-66 AIRE CONSIDERED TO BE DUPLEX UNITS AND FULFILL THE AFFORDABLE HOUSING REQUIREMENT. . I I I SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTibN OF THESE PLANS. THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE WALVE DURING A FUTURE EXTENSION OF THE LINE. . � I LANDSCAPEDETAILS ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR � 10. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. SHEET 33 ­ � I I SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT6F THE ENGINEER. � 9� AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD, A I'MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER I SHEET 34-35 � SITE DETAILS I I ­ I . � OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COJ.JNTY I 1, ALL TOWNHOMES SHALL HAVE 3 STORIES REGARDLESS OF WHETHER THE LOWER LEVEL IS ABLE TO BE UPFITTED AS AN AFFORDABLE DWELLING UNIT. 1 6, THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. � .1 . INDITIONS CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES 12, A TOTAL OF 14 AFFORDABLE DWELLINGS HAVE BEEN PROFFERED, ALL OF WHICH ARE TO OCCUR AS APARTMENT -STYLE UNITS WITHIN THE LOWER SHEET 36 EXISTING ROUTE 240 CO CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL . . LEVEL, SHEET 37 EXISTING ROUTE 240 CONDITIONS ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND I OR CONTRACTOR SHALL OBTAIN FINAL ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE, 13. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED IN A TIOWNHOME SETTING, THE STRUCTURE THAT OCCUPIES THAT SPECIFIC LOT WILL BE I PROPOSED ROUTE 240 IMPROVEMENTS I I I . PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. SHEET38 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION)VIDOT I WHERE ANY PEd, THIS PLAN AS D�AWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERM T. HIS I HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SIITE IMPROVEMENTS TO DISCREPANCIES OCCUR THE REQUIREMENTS OF TI E MIT SHALL GOVERN. 14. ACCESSORY APARTMENTS ARE SUBJECT TO PARKING REQUIREMENTS AS IDENTIFIED IN THE CODE OF DEVELOPMENT. SHEET 319 PROPOSED ROUTE 240 IMPROVEMENTS EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMIISSIONS BEFORE I I EROSION & SEDIMENT CONTROL PLAN PROCEEDING WITH THE WORK, 1 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS I& BLOCK 7 MAY BE DEVELOPED WITH SINGLE FAMILY DETACHED UNITS AS NOTED IN THE APPROVED CODE OF DEVELOPMENT, SHEET 40 1 . 8, THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER W(ORKERS AND THOSE OTHERW . ISff NOTED, . ., 16. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/RO)OF DPJMN SYSTEM, SHEET 41 EROSION & SEDIMENT CONTROL NOTES AND DETAILS ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THIE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17, RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE LICKINGHOLE CREEK THROUGH THE RETROF117ED ON-SITE POND. SHEET 42 EROSION & SEDIMENT CONTROL DETAILS r I RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES, HOWEVER ' , STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION. � . I CONTRACTOR IS REQUIRED TO MAINTAIN A C EAN ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE L61CATION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERT !LiZE'D, SEEDED ANO MULCHED. THE MAXIIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). . �� A ��tz�t!� �� �­�� �" � M!�O � - - �! ! . .� - - - % .. - ­ ­­ ­.- , ,�. ­­ __ � ­ --..---. _­ _� !��! !� . .--- ­ ­;�z�� ti!! -___ �- - ��"An� - I __ - 40 AI I MM1\1MA1AVL1 OUAI I fInKICnIDNA Tn Xfr)r)T QTAKinAPn_,,, I imi pcz(z r)TWF:QXA1IQr- NIOTIM nM PI AMC,, IT -'%-7--,% �r_'N, 7r -T --A ,Y_ -177F`1 M_­�% A 71--'% A I gi - . � i_;izl� -� M i; ii�i-,;;�F�i �. wti__�i� A ��-_ �P�,; ; 1 �i ip�� ��'raK��V -,4 � ­ -�� , i' -4"i I i 15 ; - ,­ - � V' �-i -� T I � - - - ­ � ! � e' �- r-- � Q! i-� P 7 -, �-� 7 �,, ; � � ­ -� J_r � -I i,� � ­­ 5 � w - -­�; � - -� �� - - ; I ;; � �1� �,; �,�, . �� � - � � _. � . - - - - - - _! �', ­­­­ _� � t � -1 � - nrlrlr�. I A OF Ir- __ . _-11 - ; �� - - _ � , ­ - . �, ­�,� , _�,q�. _,� ,�; - g ­­ ­ � . " _t - ­ - - 9i � __--WAX j�p,t . z %1. z 115---- � �_­ , i ri� - ��ir�R�11j�l In- A 1 �R�'. 4� __ . t _ : _ _�3t� ,_�� n,qtA t � � - " _ _ - - __ 2 ...... -, ! 1 W F, jla�i '; . �� W � , , - � 5 ��! _� .- - , � - ­�� S �, ­. z � - VIVtIV � � Z�_ F�10, � "; _'�, q �, ,;; ��� I _. ___ - - � :�� � �f �: M - - ­.- � _Z_�.�� .�:,. z� �� I � ­ : ! I - __ �_ -�­ : ,�-_-_ - - a � 1 t � -_� - - � -, - � �- � , � �----; - - - - �' I -­ -- -, ­ - ­ - -- -- - , - � __ _ _-, , ,-- � I ;; ;a ip jR ;9 �� i4 i� - ix jg iF, i"� i "W1 io ; ,�. ,- - - - - - __ ­;�t___ I - � _ ­­- Er__� _��z � - - � __ � ­ - ______­_ .--- - , - � - � I � I - - - - ­ 0- __ I - U I '�_-- __- �= _1 !. _� �- �. 1. 1�1__ 1. ;_111 - - - - - ,--- ,-- __ ­ __ - -, ,-- , , __ , � I 0N I - It I 61i yh,;�1,11 q� K tihALL c, ttka UWL� r, ;�- uef ,�bctUr�� HE� �­'-4-�Lji%Js"qLk-- k -O) -i i Hi=j-- 1 uAMA01t Uh� INJOKY UN -61 I L 'UR N � U "-1;A_1%JL_.1 OWNER OR ENGINEER, ' . 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE DIRECTOR OF ENGINEERING, OR THE 19. TRAFFIC IMPACT ANALYSIS REPORT PREPARED BY THE RENAIS')SANCE PLANNING GROUP ON DECEMBER 21, 2005, I 15"k-"Yj a-, %-,, I 1j.4. 1A, _4f� - -�-(P - 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR'TO COMMENCING DIRECfOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. GEOTECHNICAL STUDY FOR THE DAM WAS PREPARED BY'THE VIMMONS GROUP ON FEBRUARY 16,2005. DEVELOPER: . I WEATHER HILL HOLDINGS, LTD., 703 E. JEFFERSON ST., OVILLE, VA 22902, 434-296-9484, 434-296-2560 (F); GRADING OF THE SITE, ALSO THE CONTRACTOR SHALL INSTAL' ALI SEDIMENT AND EROSION CONTROL MEA&URES THAT CAN 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TPJAFFIC. CONTROL DEVICES. CONTACT: FRANK POHL I LOGISTICALLY BE PLACED BE�ORE GRADING COMMENCES. ' " 21. ALL TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS, STOCK TO BE MULCHED IN AND . 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE -PIPE - CLASS Ill. ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PROPERTY OWNER: SAME AS ABOVE I 0. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. � PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER . 8, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1923) 56/92 AND ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 22. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUNTITIES AND SIZES WITH ALL SERVICE ' PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER, CONTRACTOR TO INSTALL ALL CONDUITS MAGISTERIAL DISTRICT: WHITE HALL 1 1 - ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS: WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURi� OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLEc- I 11 EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR TH03E ASSISTING HIM / HIER IN THE EXECUTION GENERAL SERVICE. 5023 THREE NOTCHD ROAD OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 1 - PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT %WAY FROM � I I LA� A DR, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED 12, USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED THE CONTRACTOR SHALL OBTAIN ALL THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), THIS P AWN MAY NOT ACCURATELY REFLECT THE REQUIRLMENTS OF THE PERMIT. WHERE ANY 23. COMMON STREET LIGHTING IS NOT PROPOSED IN THESE PLANS. FUTURE STREET LIGHTING SHALL BE PROVIDED AT THE EXPENSE OF THE HOME OWNER'�'_ - PROPERTY SIZE: 20.52 1 1 1 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. I ASSOCIATION. IF DEEMED APPROPRIATE, ANY LIGHT FIXTURES, (STREET OR YARD) SHALL CONFORM BOTH TO THE COUNTY ORDINANCE AND THE APPR&Cf) CODE NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-,�ITE. ALL OTHERS SHARING THE SITE FO�-, I OF DEVELOPMENT FOR THIS PROJECT, . ZONING: CURRENT: NMD (AS OF 1-4-06) CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE I I SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 24, THIS PROJECT WILL BE DEVELOPED BY PHASES- SEE SHEET 2 FOR DETAILS. COMPREHENSIVE PLAN: CTI (DEVELOPMENT AREA PRESERVE), CT4 (URBAN GENERAL), CT3 (URBAN EDGE) . 1 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PROFFERS: I . I A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION DOT). THIS PLAN AS DRAWN MAY N6T MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), -T---% 7v SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS . ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCI S OCCUR, THE R�QUIREMENf� OF PIPE INSTALLATION _` -1 I IV - REZ-40NIN'(3 ('k---"fk�')';'NDI"�j'tplONfz7)�o __ WAIVER J VARIANCE REQUESTS: A CRITICAL SLOPE AND HOUSING MODIFICATION WAIVER WERE APPROVED IN THE REZONING AS OFI-4-06 . - .- THE PERMIT SHALL GOVERN. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED . A ACSA JURISDICTIONAL REQUEST TO EXTEND WATER AND SEWER SERVICE WAS APPROVED BY THE BOS ON 4-5-06. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. DATE OF PROFFER SIGNATURE: 1-4-06 (ZMA 04-017) � . SURVEY SOURCES: BOUNDARY & GROUNbVERIFICATION: TERRA ENGINEERING AND LAND SOLUTIONS, 2005 REVISED APRIL 2006 PRE -CONSTRUCTION CONFERENCE, � 5. UPON COMPLETION OF THE FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE 20.52 ACRES TO BE REZONED FROM,M�RESIDENTIAL) TO NMD, NEIGHBORHOOD MODEL DISTRICT) IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHYA 1/26/04, DATE OF COMI�ILATION:12/20/04 SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY, IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, TDWTI-:D JULY 8, 2005) AND APPLICAT LAN (DATED JULY 8, 20215) .. A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TESTS RESULTS FOR APPROVAL. DATUM: USGS/ACSA SANITARY MANHOLES 23 AND 26 IN THE HIGHLANDS A TI MECHUMS RIVER SUBDIVISION I PURSUANT TO SECTION 33.3 OF THE ALBI:MARLE COUNTY ZONI NG ORDINANCE, THE OWNER. OR ITS DULY AUTHORIZED AGENT, HEREBY VOLUNTARILY PROFFERS I . . QUALITATIVE STANDARDS: � 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE THE CONDITIONS LISTED 13ELOW WHICH SHALL BE APPLIED TO7HF PROPERTY IF REZONEDWITH THE OFFERED PLANS APPROVED FOR DEVELOPMENT. THESE BENCHMARK: AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST:OF CROZET ON STATE ROUTE 240, ' REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT: (1) THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE 23 FEET SOUTH OF ROAD CENTERLINE. NAVD 88 ELEV.'= 640.36 NOT FOUND) 1 . ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF CONDITIONS; AND (2) SUCH CONDITIONS HAVE A RF-ASONABLE RELATION TO THE REZONING REQUEST, PROJECT BENCHMARK: MAIL SET IN BASE OF UTILITY POLE AT NgRTHEAST CORNER OF TMP 56-92. THE SITE WORK IS STILL UNDERWAY. 7, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT, ALL ' DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH I . THE OWNER SHALL CONTRIBUTE $300 000 CASH TO THE COUNTY'S CAPITAL IMPROVEMENT PROGRAM FOR THE PURPOSE OF MITIGATING IMPACTS FROM T HNR BREAKDOWN: I 07 UNITS = 5.21 DU f AC �PER ZMA 04-017� 1 �2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEARES TI DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. OF ALL STORM DRAINAGE PIPE, DEVELOPMENT. THE CASH CONTRIBUtION SHALL BE USED FOR TRANSPORTATION IMPROVEMENTS, SCHOOLS, LIBRARIES FIRE AND RESCUE PARKS OR ANY- . (35 SINGLE-FAMILY DETA HED HOMES, 7 TOWNHOMES) I 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF OTHER PUBLIC USE SERVING THE COMMUNITY OF CROZET AS IDENTIFIED IN THE COMPREHENSIVE PLAN. CONTRIBUTION� SHALL BE MADE IN INCREMENTS OF MAX. BUILDING HEIGHT: I INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIREb AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF VIDOT THE DIRECTOR OF ENGINEERING, OR THE $3,226.81 CASH PER LOT, PRIOR TO OR AT THE TIME OF ISSUANCE OF A BUILDING PERMIT FOR ANY IMPROVEMENT THEREON. REFER TO THE APPROVED CODE OF DEVELOPMENT FOR DETAILS BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL DIRECTOR'S DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL B� INSTALLED FOUR (4) FEEt OFFSET FROM THE EDGE OF PAVEMENT 2, THERE SHALL BE A MAXIMUM OF 107 DWELLING UNITS ON 93 LOTS IN THE DEVELOPMENT. NINETY-THREE UNITS ARE ILLUSTRATED ON THE GENERAL PARKING: AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE' EROSION TO THE FACE OF GUARbRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, I DEVELOPMENT PLAN, IDENTIFIED AS THE APPLICATION PLAN PREPARED BY TERRA CONCEPTS, PC DATED MAY 2,2005, LAST REVISED JULY 8 2005�THE"GENERAL 219 SPACES REQUIRED. 263 SPACES PROVIDED (PER ZMA 04-017) ,- CONTROL BOND. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B, OR C). DEVELOPMENT PLAN"). FOURTEEN OF THE 93 UNITS ARE lffl�TIFIED ON THE GENERAL DEVELOPMLNT PLAN AS HOUSING TYPES "E" AND "P. ti- FOURTEEN RECREATIONAL AREA: AS SHOWN ON PLAN I - UNITS SHALL BE CONSTRUCTED AND MAINTAINED AS TWO-FAMIILY DWELLINGS AS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. THE 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS I:I(HORIZONTAL:VERTICAL). DECLARATION OF COVENANTS FOR WICKHAM POND SHALL CONTAIN THIS LANGUAGE FOR THE 14 UNITS: "THE TOWNHOUSE UNITS ON LOTS 57-66 AND LOTS 1 14 SETBACKS: I I . I I I., -1 - I - 11 -11 -11111 I I - � _-_1 11 - ,� - I - . -1 - 1-1. - I WHERE REASONABLY OBTAINABLE LESSER SLOPES OF �:l OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BEHMATTED 1 0. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. � - -_ _' '_ 1 17 AND 18 WITHIN WICKHAM POND ARE CONSTRUCTED AND MUST BE MAINTAINED AS A TWO-FAMILY DWELLING AS DEFINED IN THE VIRGINIA UNIFORM STAIEVVIDt BLOCK LOT FRONTAGE Fk6NT v6E REAR " � .- ­ - I -1 - - � 1. ­_ WITH VDOT EC -2 SLOPE STABII_lf�fION MAT. BUILDING CODE." I � .11 ---- -1.1 - I-- - � I - � ( . mi I n - . - ) ­ - - - . �rimaryl � .. seconda . ry 2--_ Pr I im I ary - 1 -1 - 11, secon'd,a,ry .�, . , , - ­­ , . " - __s, , - �_ __ 2" 1 1. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF - - - - - -­.. z Primary . econ ary � � I � I I 1 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED ENGINtERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. � - � _ - I - - I -1. _ I - �'. --.-- ____ , � I. -I - - _­ - , � C 1 3. IN ORDER TO PROTECT VIEWS FROM ABUTTING LOTS WITHIN THE HIGHLANDS SUBDIVISION THE LOT LINES FOR PARCELS 48 THROUGH 54 AND THE BUILDING I ' - - ­� - _� NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. LOCATIONS THEREON SHALL BE IN SUBSTANTIAL ACCORD WITH SUCH LOT LINES AND BUILbING LOCATIONS AS SHOWN ON THE GENERALbEVELOPMENT PLAN. I 1 21' 16' � 81 81 3' - �- 4' - 20' . 12' � , � -_ -_ -- -- - __1 _ - � - __ ­�_ __ ____.- , .---,. __ __._____ _! . ..... ..... ---. _ ". - __ _-1.1-- --_1 -- -1 - --- - I - I I ; I � 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR VARIATIONS TO SUCH LOT LINES AND BUILDING LOCATIONS MAY BE AUTHORIZED UNDER ZONING ORDINANCE � ,8, INCLUDING ZONING ORDINANCE .4 8.5.5.3 � : I � � I I � I I ; � ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN, �- , - ,-- " - __ , , __ - - ,-- - - , - - 1,01 - , ­ - , - ­­ ­ �, ­ � .......... ­­ - - - - ­­­ � -1 .1 - I .1 11 -.-- I - 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF PROVIDED THAT, IN ADDITION TO ALL OTHER APPLICABLE REQUIREMENTS, THE DIRECTOR DETERMINES THAT H VARIATIONS DO NOT MATERIALLY AND r � 11 50, 20' 1 1 61 � W 51 61 . 4 1 � VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. ADVERSELY AFFECT SUCH VIEWS TO A GREATER DEGREE THAN IF SUCH LOTS WERE PLATTED AND DEVELOPED IN THE LOCATIONS SHOWN ON THE GENERAL � - .1 I -1 � ­­­ 11 _­ I I 11 - - I 1-11 I - I - - 1 7 .11--_ ­­_ -1 ­111­1­11­1­1_�� I I - - -111 - I - - I—- - _Ic, ''. __ - - _1 1 13. COMPLIANCE WITH THE PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY : � � I � I i ; : I � -1 ADHERED TO. THE CROSS SLOPE SHALL BL MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. DEVELOPMENT PLAN. . ; � �. - - 0 I I 11 I - - -1 111-1- - � I - I'll— �­ � - I I - -1-1. � _. � _______ __ �11 ­__ -11-1-1- � 11 -.1-11--l- " --l.-I. -11 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. I If 50, is, � 4� S. . I I 51 51 o 51 f . 1-11-1 - . � �- I I 1. I I I- ___­ I ­­ ­ - - I I—- I- - I - 11 � -1- 1.11, 1-1- --l- . � I � - _____ -- --1--1-11_- 1-1-11111.111-_111 ... - ___ -.,-. - I - - 1: : I � d : I I I 1 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 14. ALL REQUIRED SIGNS �STOP, STREET NAME, SPEED LIMIT SIGNS ETC) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE, SIGNS � I --- -N11-1- ­­­­ --1----_-_.--_ 11-1 ­_­ - I, ­ - ­ - - - - - , � 8& - - - 2- O' : - 121 - Is, � 10, 51 � 51 I AND THEIR INSTALLAT ON SHALL CONFORM TO "ALBEMARLE COONTY'ROAD NAMING AND NUMBERING ORDINANCE AND MANUAL" AND THE'VIRQINIA N I --1-1--1 -_-._-_1-__-111__-- . -11-1 -1 - -1-1--l- --_11- -11-11.1 -1 ­­:_ I -1- -1-1--l-, . 4,N I- I � ­­­ ­­. _­­­__ I'll., 1-1-1--.11-11 , � I I I I � � � T 9, ALL CURBING SHALL BE VDOT STANDARD CG -6 AND CG -6R, WITH CG -913 FOR ALL DRIVEWAYS UNLESS OTHERWISE NOTED. ALL PERPENDICULAR QNJFQ�M 1RAFFIQ CONTRO� DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTIEWMEOF �, I -11 --_11 1-11 - - I 11, - �- ­.... 11.11, ,� --11-11-11.1...- 111.111, -1 � - - --' i � ''--' ' -_ - -_ ,-:-- - -, ­ -_ : I I PARKING SPACES ARE TO BE 9'X 18'UNLESS OTHERWISE NOTED, ALL PARALLEL SPACES ARt TO BE 9'X 20'. ALIL PARKING SPACES MARKED "HC" THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO I � V 21' 12' ' 4' s.3 1 ; L � 4' 4' . 4' i .1- I—- _­ - --1-1-1-1 � I 11- - I __ - _._� I-- _. __ ­­­­ I - 11-1 -_-_._---__.1__.1_1 ­­__ ­ ­__ __ - __-1 -11 ---- I I -.1-1-1 - I ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18'AND ADJACENT TO A 5'X 18' BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE, THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED. I . � . I I I I'll-, - � _-.111 1-1 I ­ - - - ­ 11 � -1-1-1-:1-1-1-11 ­ --11- ­__ -, ; . i so, , ___-1. .111- 11-1-- - ___ �_ -- - PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8'X WAND ADJACENT TO 8'X 18'PAINT-OUT AISLE. I V1 12' � 4� 6 I 6? I I �� i 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE TO SIGNING AND RECORDATION, ; ­ - - . - ­ 11-1- - ­_ - � 1-11-1-1-11 � 11-1-11-1- ­ - --111-111 __ __­­ 1: � I - _­­______ _.___-1 11_.1_______ 1-1-1 I 11-1-1-1-11-1 ': � I . . q i I - - ­­ � _. - I --r- - I I I 0. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. - 11-1 ­ ­­­ -1 - I I- ­.­ 11-1 .1 __­­ 11--l-1-1-111 --111-1- I.- - � I .1 1. -1. ­ � I - - 11.1 - - � --- --- - - -1 I 1-1 - I— 1-11 -, � � . . VII 21' i6' 8. � 4' 20, � . 12' SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE HANCOR HI -Q OR EQUAL WNDOT STANDARD PB -1 BEDDING. ALL PVC : _­­­ -.1.1-11 - ­­ - --- I ­­ I 11-111--.1--, - --I-- 8'3 � � : CONDUIT SHALL BE SCHEDULE 40. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTIOR OF � -1 -1 ­­­_ 1-1--1--l- -1-1 I 1.11-1111.1-- � I I'�-�,,�--�,��",-"-,.-�",-,.�-,., ENGINEERING, OR THE DIRECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. I 1. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED . I, The Primary Setback is for "Environmented Space" only. 2. The Secondary Setback is for ancillary, "non-environmented" TO STORMWATER QUALITY FEATURES PRIOR TO tN RY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CU'T AND FILL TRANSITIONS AND GRADE SAG POINTS, building improvements (i.e. orches, chimneys, stoops, sheds, detached gara es, etc.) which may be constructed outside the Prima% Setback, 3. In 4 case of townhomes, where common walls are piaced u0on side proper.ty lines the side yard FOR TYING ALL ROOF LEADERS INTO A MEANS OF TUNSITION INTO THE SITE STORM SEWERAGE PROGRAM. 3 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE To BE setbacks s all be O'. 4. Lots 44 thru 47 shall have side yard setbacks as follows: primary - 15% secondary - 16'. I , - ­IAIIS� nn��If­lrin ACCEPTED INTO VDOTS MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA � 12. ALL 411WATERLINE IS TO BE CLASS 53 D.I.P. UNLESS 0 I HERA SE 3PEC r ED. INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION IF HIGH-DENSITY POLYETHYLENE (HDPE PIPE OR PIPE SYSTEM IS Supplemental Notes: Numbers above are based on the Application Plan design- All building and wall footings. as w 11 as e �, 13. ALL SANITARY SEWER LATERALS TO BE SCHEDULE 40 PVC AS A MINIMUM. INSTALLED THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULbHOLID A PRE -CONSTRUCTION MEETING 4 INSTA�LATION eaveoverha s, may encroach into any setback provided ft�oes not bre�ch any property line. The existing house in Block I TRAINING. tHE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE J013 SITE DURING THE INITIAL PIPE INSTALLATION, will be convewled into a Meetin ond residents and is exempt frbm all setbacks. All exterior stairs and , Vouse for Wickham P stoo s are exempt from setbac requirements, Builsings constructed less than 5'from a property line are subject to additional restrictions that are contained in the Building Code, �V-,) S-17-ITANDARDS' AND SP'rE-""kr--"IFI'k---,'Ap�IrIONS LEIG END . ____ V1(`__-.1NF'_FY MAP . - _=_�.k!�"EVISIONfzi APPROVALS -1 � 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. - OP.) - � __ BOUNDARY / RIGHT-OF-WAY LINE I"= 2000' 1. r-5-06, COUNTY/ACSA COMMENTS I , ,�­ �, � ,,,, I ft Mb �- I ­� � , '�'A_��Z�11�,� \__7N� ( 1, '��, �_ �, � z I �\, I ` . , - �/ WVO WMO WATER VALVE / METER 1. F'. IRON PIN FOUND � /; ,�Izl ; � 2. �-_28-06, ARB COMMENTS I I �,­ ,� , ;* I ' _,,_� , I., ,� � ,�"5� " � 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. ­ -,- � 3. 7-14-06, COUNTY/ACSA COMMENTS , , , , �'( , - ­,-� � FHA -6- FIRE HYDRANT I.&. IRON PIN SET I . , ". I 'V I � I , z_ -, - I, � -, �- ., kl;,�`� �Izz:lr.� I I I , '' I'll , I . � 0 .1 I ��_ � I , �11.1 1. PLANNING/ZONING . ­ I—. 1.01 - - '� $ P70 % - , 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D,,O,T,,) SUBDIVISION STREET DESIGN GUIDE, APPENDIX B . YH-& YARD HYDRANT SETBACK LINE W, ,�,�', �V,TT�nr OF THE ROAD DESIGN MANUAL SPECIFICATIONS, DATED 2005. 1 BOAG BLOW -OFF ASSEMBLY EASEMENT LIMITS "I I 1,11­�� _- ,�-,_-- " 3,- 00� ,,;?�, �, �.��__ ", . I ,� , �.�;,_ v � � P I A "I �� � � . . - I ��N,��'�, ,,,, -, ",7,�-�' - xl,-,P� O Np" - . . , . , 11 �� ­'. � �_ -, _,��,W_, ,/, I � I - SS- SANITARY SEWER LINE (EX. / PROR) 11 .1� - �. ,,N V& C� .v . �� .,V�1%1 �, _ - �­;Al, .4f I � ��, � - :: ", ,i /1", , 1, __­­_­_­" :1 -0, XY ,,� �, 'V_0 ar � I -1. " I ��' 1-1 �1_1,1' -r � .1 �. , ­ � � ­­ �,­ - � vr W I , �11_ ����, � - I � �� . �11 .. ..... �; I r .& I , it I -1 , �,:�� , . I r �� 1% , .. A _�11 - " ENGINEER I I N� �, 11 � 1_,�` " , , �* . , , , : f"""m, � , , ,1 .1� , -� , �, 01, I � � 11 .'* , ., --,., !�­-� �'��" .� ��,'� , , � '.1 §�� )"', � I -*, W - -!� � � 1. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER COo CLEANOUT - - CONTOUR LINE (EX. / PROP.) �': �/­�,',­ I ­ _:�� � �,p­ - ,� �4w - CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. -_ " - I I �, I � , I / 1� 11 4!� 1 <--3: I— ,�-2.5076-- DEGREE / DIRECTION OF SLOPE ,'­',��', ,ZL�, , 0 �� . �ranMin MH- MANHOLE , , , . .: PVCai I" I t, I 1. I ,0 'T;r� � -1 � �' - ��11_*_,�, �, I � � _ ��.,. , , I - -,-I 11 . � �, ZV '. I I'. - ,`Lk`;;`, �� ,-a. _�� :...'.,:��;�, Lic. No. 35326 _ �� - 5, VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER SID . I �, �X �n I " . . � � . 1�', 1, 1I. -IN � ER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION ,V _� .�', I � - I 11" � . -!;.. ­-, I , 1W I . 'Lll �1/ �,-­4, 1; - ''i , _"J., "/ . 11 r:�, I 1, �,�'. I I " �ifK',�,/ ," I - , -, �� - - - � - - � , W, . , I '.1 , � I � , , �, . CONSERVATION, VIRGINIA STORMWAT I i) 11�­, , I , 61 , y :�Iwl. , Vd 7- - I ­.�­ �14 � 1;0� �, - � , '1_ ( �qr '*� � -_ I . 1JV2­­ : 11 I '13 I - DI =K] STORM INLET HP HIGH POINT - , .-I - �(, , " ,­ Tra'�­ I ­ � / � �4 (�p Z * . . I , I-, -1 � - I jl�j ,� W­/�W ",.,�� � I . RIP GENERATION, 7TH EDITION. , ,�,,,,!­ ,�,�, �1_11­..-.: ! /I '' �. I I �?.-#o , " , ,�.. ve-1 BUILDING OFFICIAL 1 6. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), T YDZ YARD DRAIN LP LOW POINT ...'' I ,��?"t,%` ­1� ­ , ", � -,'-. - "/ , , ,�,' � r'.�,� le:II4 � I �! - _ r , I 7�_�z , , �"'­_# �- � -�_ ,,� W, rw, I _ � �,�`,�-_ Y" � . ,X,�"-,,4,�-�' , - '' � .r", jw� I r �,,;-", , - �,j�,; ,­ �_", _ ,�K I , � ,,, , � ", - - -1--l' . ". � .... � . , .i , A��_ I , :111�s_�.,�!,,a� - � "I �'. 7. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. DSo DOWNSPOUT DITCH / SWALE 11". �� �. � , �; , -2 1 11��.S, F101VAL I I ­ 0, 11 -V#4#+W�W- 1 r, i . r V� I . 11 I 11111 , J�, 14 11 -ft I .q �� I � ; � � � G- GAS LINE (EX. / PROP.) � �,��� . "; - �'­ rT, n__, , N�l ,%* 1� . _" , ,',_�,.,�__. - _, ,�, � WATER COURSE K,�,;gg4Z�� I ��,7,�r , " " ",_,r,_, . �\, � _QRAL REVIEW BOARD � 8. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE � 111; Z '-' � "' . W'. " � _; `,�-_,�& � . � ED ARCHITECT , ,� - � -- , � , I '1/1" I I! ,'�,',�t`,' , GV0 GMO GAS VALVE I METER " "�', 1� 'k, ,,, ,,", �1111 RECEIV _ ,_ _', VM -7., �,, �_� ��<" 'i, "I''., "", r,"'11,11, -i" I "'i 4- � � .1 1��, CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY 01F 1. � 1'r ALBEMARLE, VIRGINIA, DATED 2005. OHE- OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB ­­:5� '­ jr�" S 1 / 41" ;,.� I I , , � �; XL T, ,,7<,�,­,�N �. 1'. I �� Yi�­ I - I— ) Ill �11 IV ,. , I I UGE- UNDERGROUND ELECTRIC -(EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER ,. P, - V., � �� I.. ,­ ,", 11 m ',I I I �_,� P, i � - �� ,� " .. ; I �; "I , '� I .. r� , ,� � I � I -, - .:'-7 7 �',�� 111. I � �, L 1. X-0� ". :",, , 7_ ,7 � � 11 I I " ,,, ,. I I . - "" - ' , ��, , 11�1�,�". 1. -- I , I � �� � - . I CG -12 VDOT STD. HANDICAP RAMP �': � � � J , �,�_ ''i , ?�', ­ "I ,*� , - . , , "" ­ �, ­ - - , ,�gv,�Tlf 0i, 1�� _��_ , , \ - ",'% 1. �,�/ 11 11, � , I I FIRE OFFICIAL � I— _­ I -111. 11. __ - ­ ­­­ - , - 01�1` �, IN , "' � --, i i Uh EARAT PP,a POWER POLE HC HANDICAP PARKING SYMBOL , , I W . R � 771"RIP '"N7 ION ESTIMATES- _ , � -�, ,�� � -,..-,. - I I I- LP-(� LIGHT POLE I'- , � ,/ ;_7 �, At-, _�_ ��-A&, ­­ -, - %', ,V - 2,0 � :, - _r`�,_y(0h,:1_,­_ i __. . DIP DU _1�1�. �& -�­tl- ­= % I & i ; S- f' ' bAL;� '' - 1 ­Ai�ii� int� - " � - __ '' - ' CTILE IRON PIPE � 50� , cdbt ---- 14isibusit - - � ; , ,,,ENTERING�EXITIN& � 1�?I�IZ5110`1,�7_ , I : CoMMUNITY ,F__' - ­ 1-1-.1-1-11-11. -.1-1 -.111-1-1-1. I 1-11-1 .1- I � .11-1,11 _111- ,;­­ - 11 -11. 1. 1.11 . I � GUY'a- GUY WIRE , _��,�> ��:�'. 4' - _____ � __ .... _.___________ ___ �. , "", 7�t*> 1 ?,r . I . . . -1, I 1)p -A' �� ! � I � - , ­ '11�1,�,��A6 ,,-z _ - - , _7 , " "��,,, �. - ,V� ., . - � , -111 " N��-_-- I , � �"­ .L.Izl�_Z_3_" �, �� , ; TRIPS TRIP$ � I RCP REINFORCED CONCRETE PIPE � �y �.,� , I ?-I < , _ _ _"IT J ,� I i ,,, - 4 ,,��-,',Nv-_;�,.�.,�71� ?, I r � ,,, - 11 ­ 1, �. I I.,� �- � �; 1��, _1__ - 11 S . ". , . , __ 1, 1:'� , " � ! � , - '� ) � p I P ­�� . ;, 4, ... us�l 1 1 � i I i � : -, I I - ..­ - , , 4 , , C-) __ ,� ­_­ I -_ I I � I ­`��� 7_V.111. � � � i � � - , , (;��-'. "' '-' ��- " - . I 'k w. Edwards i >­ _- , ­�f X � I , � . I . . � EM= ELECTRIC METER CMP CORRUGATED METAL PIPE � , ,i_ - - � -_ - ;",) z I . " i ; _ , � �� I, � �,� . - i . " __ ,� ,�� -1 . r- 1___.-_1___ - . . ...... __­ I-- 1-1-11.1- -1 - - __.______._, I - ­ � -1 11 -1 1. - ­­ 1.11 __ . I", 'T' ,­� � A--/ 1: �, . _'�10__ ­81�6LE-FAMLY DETACHED ; 35 � 396 �4' - � 8 26 � t 11 1-.,,�,��,',' ,, 1, ,d ,'� - I— :.� � : Ste In ,Z'l . . "��I 11 "I , -�,C6�­�-- �, I I , ­_... � I 1 7� 1 �, -- - __ ­ T -- - - , � A -SA � -.11, , '� fi� " � - � , I I ��_ � �.�, � � - _1 ___ � .... 1.11, - 1- I-- ,�, �__,, t , , � � . "� - . 11-1 ­ _11111-1-1 ... __ ­ - ­­ - -_--.1.11. 11--.1 - - ­­­ _111- ­ - I ! " , I 1, ­.. - J- 17 ­ � �­ __­_­_....­_,_­ 1.1-1 : I 7 , - -, - ,!\ -, -_ � � � . : I ___ , k"' , � , - ", � �� - I ­ , , � ; PVC PCILYVI NYLCH LORI DE PIPE - I � � M TRANSFORMER P (� " �:�,,,, '-,-'-�,��', :� � �._­� Lic. No 09 � , 1111-1. -1-1--.1-1- I I __ ­ I � I 11 . . 1. � - �- - ,� � � ­­ e , � __�_@Vtl,�"�'*,-%' �, 1 �`�. , ­;­ I � , j : � c i � ; I 7i__�'_, : ": � I � - . � . _; ��2 : _11-1140-111-1- - -11.1 1711- 1-111 11-31---- -- ­­� �� , _ I : - ��o �C_ 0__Nb_0_M1Niu_m__/t_bv*Hb0�E� ! 485 � I � : OHT- OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE I 1. � -1-11 I 11 - 1-_-__- ... .... �-,�.-,..-�---,--,"�"--,---�,-.�'..�,,�- -_ � 1111-1 ­­­­ ,� ­­ ­­­­ 1 �,-�(",��l,'--,',���\,,!',,,,,�t,,:,... �� � �'% .1-1. �, - , � I I , " ! tt� 1. i . % , Q� ��, & � ,� ;�N.,� � A r � I � �'�­ -1 . , � � I I � i , , '' , . - UNDERGROUND COMMUNICATIONS (EX, / PROP.) VC VITRIFIED CLAY PIPE zt - , � ?I � , I I p . . UGT - , ,J I V - . � � I � - ,,, I � �j �".��\,N, � TOTAL � 107 : 881 � 74 15 1 59 : -, , ,� ,,, �,�, ­� 1, I I _ . I-— e 1-1-11 I-- -111 ­_­­ I- ­­ --- � . -1-1-1-- 11 1-1 - � - 1-1-1- 1.11-1 - � . - I 1. - � - _: ___ i FFE FINISHED FLOOR ELEVATION , , .�� K., , - � I �,� , �� 7 ,,�,�,' I I ; I �� ��, ,�_ � I �, �j ,� I "I - , - - � -_ � : I I ; I I � I � j � PED El UTILITY PEDESTAL :11 I VD0T I I I I ) �11' ; .1.11, ­.­­ ,,!.,_,_.,.._,,,_,,,_,_,__r,,...,,_,.,.,... -_1111 1-1 1-111: - I i, , '_ I 1-11 I— - - , - - _.­___. - I -11 _ � __ . ..... .. .. .. - "-,�."-"",."-.-,-�.,.�,-"�.-.���I _ _11.1-1- .111, V,9 /A'�'��t - - _','\�- ,:, �,� . 4 SC ; is Report prepared by the Renaissance Planning Group, 12121/05 � TBR TO BE REMOVED __ � Note: The above informtion is based on the Woldiarn Pond Traff ic in -pact Analys 11 . �11 �. � � � : 11 � , , � � -1.1-1-11 ''. 11-1 -1 - I I I I - , -1-11-1-1 -11 - 1111-1--l. _­ I _", - _`____­. ­­.,­­­­­­.,_­­ ­­­ - , ". - - ­.- � - - 11-1 ­ -.1. I I - I - I SWM / DWM o16-6 SINGLE / DOUBLE WATER METER TBT TO BE TRANSPLANTED I � 1111'_o I - - - ::­:�11 � . � ',�_, ', ,, . '­�­, �' - J I _ � 11% I NA f-- A N = k/A - ­ -Al" � 1, 11 I -1 � 2 � I � k.., V V-4 N�Jr L� 1E -1 I - - . 2 , � I JL_ V� V" I , � . .1 "I A,�, A I P I � � -- . ----I---,- � I I _. I 1, '� �ok � - , , I , " �� . - -P `____ -, ,_ � /�-_�,%_11 I--- � , i I ��Z��1'1, -,_1 `��: 1 ,�� , � I'll, � TBS TO BE SAVED !, _". , , , " ___ �011 I �'/_ �� , "I, � [� " , 1 - _ �u,,�� ,U�l I . �� � %,� -, �,�,� � . , " �Z, � ,. , I " %V , , , ., ,�, � 4 � _ " � 'i� �, , 'hi� I I I �', . I � . ___ �_ , � -:V . ..... - �4. 11 _` I_. -_ _ �� -­�, % , _ im, 1-1 I � , � "� - , - � BOA o BLOW OFF ASSEMBLY - , � .. "' 11 ,�: I ,,�,_ , " '7� " -� , 11 , � ��11__ . I - � __� - I I , � - Nk� ,� I I I ­:�,­ - � , -I,---- �_­­� "_­­ �_, _?1,,_­,�,,­�­,�-l-, "r�' �' __ _�,_�`;­,71_ : ------ ­ - � : � , , , �, � - , �; �,�! , F!, ��, , r , �., � I , � ,� A� ` P,�, j ,4_, �,,� 11, I, � " � , � ­ I " " - i " , � , �,��r ,,, 11 : � ; " I .� j�� � I 1� "" � �'_ , - " �" :_,',`� i , , I'- � , ; , � ­- �; , �11.� , � � �i 1`�, .."11, I �� �, , : l�, %�' - - � -i i. - � � `, " i __ , ", j'� 1"' �' `� , i � " ` , �`� I . ; A " �, 1 .- ,3 i",'� � _� . " !�� , - - r�' ,,,, ,,� � ,.- , " -, , . - 1�1'1 , , � - , 11 / . ", I � I - , lzll�� ­­ .. I .. '- , ;�. �`_ _ I I - 11 " i ­ 1 41 ' - , - - � I � . I . � I . � - I I I - I . - � I 11 I � 1 .1 I I POND FUTURE PHASE 0 LOT / \ LOT" 67 LOT LOT LOT LOT LOT 67 LOT 82 183 ' RA P.9 0 30' 00' 120' NOTE; SEE CODE OF DEVELOPMENT FOR SPECIFICS ON EACH BLOCK. u40T I LOT I LOT I LOT I LO"T I LU It I I L U E I LL � I L� � I LU Ill LU R I I I �P 1 �71T" _ st I a 20 21 22 23 7 9� 26 7.7 j � � � � �� I 17 LOT I LOT LOT LOT /'LOT / / 86 87 88 89 90 LOT \ j 1 LOT 6 LOT LOT LOT LOT\$0 61 91 Lo T 14 X56 68 7g LOT BLOCK I LOT 93 LOT� 78 _� ALL PHASING DESCRIBED BELOW SEPARATES THE SITE WORK FROM THE INDIVIDUAL LOT CONSTRUCTION SO THE TWO UNIQUE EFFORTS CAN ACT INDEPENDENTLY OF ONE ANOTHER. BUILDING CO'S FOR THE INDIVIDUAL LOTS WILL BE ISSUED ON A LOT BY LOT BASIS BY THE COUNTY ONCE THE DESIGNATED SITE WORK IS COMPLETED. AT THE TIME OF ANY FUTURE PHASE THE OWNER/DEVELOPER RESERVES THE RIGHT TO OMIT AND SPECIFY DIFFERENTLY WHAT IMPROVEMENTS WILL BE CONSIDER PART bF EACH FORTHCOMING PROJECT PHASE, SOLONG©F NINE (9) PHASES POSSIBLEFINN TTHISOPROJECT. ALL PHASE MPROVEMENTS FOLLOWING PHASE I SHALL BTHERE BUILT OR BONDED PRIOR TO THE COMPLETION OF THE NINTH PHASE OR TEN (10) YEARS FROM THE APPROVAL DATE OF SDP 06-006. PHASE 1: CONSISTS OF CONSTRUCTING THE ROUTE 240 FRONTAGE IMPROVEMENTS, MASS GRADING DAM AND RISER IMPROVEMENTS, ALL EROSION CONTROL MEASURES AS OUTLINED IN THE APPROVED ES&C NARRATIVE, MEETING HOUSE RENOVATION AND SURROUNDING AMENITIES WITHIN THIS AMENITY AREAINCLUDING THE FENCE ALONG ROUTE 240 THE PEDESTRIAN PATH IN THE CT1 ZONE AND RELOCATING THE EXISTING SMOKEHOUSE. ADDITIONALLY, SITE WORK NECESSARY TO CREATE "PAD -READY" LOTS WITHIN BLOCKS 1 AND 2 AS WELL AS LOTS 37 76 AND 77, UTILITIES INCLUDED IN THIS PHASE WILL BE THE WATERLINE AND STORM SEWERAGE SYSTEMS ASSOCIATED WITH ANY ROAD CONSTRUCTION AND SANITARY LINES A B AND D. SANITARY SEWER LINES C AND E WILL BE BUILT DURING A LATER PHASE. LANDSCAPING WILL BE INSTALLED PER THE LIMITS OF THIS PHASE. ROAD CONSTRUCTION WILL BE INSTALLED BASED ON THE SEPARATE PHASING DESCRIPTION BELOW. PHASE 2: CONSISTS OF BLOCKS 3 6 AND 7 AND ALL SITE WORK ASSOCIATED WITH ROAD CONSTRUCTION AS DESCRIBED SEPARATELY BELOW. IN ADDITION LANDSCAPING WITHIN THESE BLOCKS AND SANITARY SEVER SYSTEM C WILL BE A PART OF THIS PHASE. THE PEDESTRIAN PATH SHOWN WITHIN THE OPEN SPACE AND STREAM BUFFER WILL BE CONSTRUCTED TO THE LIMITS OF THIS PHASE. EACH OF THESE BLOCKS MAY BE SEPARATED INTO INDIVIDUAL PHASES PRIOR TO COMMENCING THIS PARTICULAR PHASE IF DEEMED APPROPRIATE BY THE OWNER/DEVELOPER. CONSTRUCTION WILL BEGIN WITHIN 6 MONTHS OF THE COMPLETION OF PHASE 1. PHASE 3: CONSISTS OF BLOCKS 4-5 AND ALL SITE WORK ASSOCIATED WITH ROAD CONSTRUCTION AS DESCRIBED SEPARATELY BELOW. IN ADDITION LANDSCAPING WITHIN THESE BLOCKS AND THE SAN!TARY SEI^VER SYSTEM E WILL BE A PART OF THIS PHASE. EACH OF THESE BLOCKS MAY BE SEPARATED N T O INDIVIDUAL PHASES PRIOR TO COMMviENCING i HiS PARTICULAR PHASE IF DEEMED APPROPRIAT E BY THE OWNER/DEVELOPER. CONSTRUCTION WILL BEGIN WITHIN 6 MONTHS OFTHE COMPLETION OF PHASE 2. {{PHASE 4: CONSISTS OF CONVERTING THE EXISTING POND FROM A SEDMENT BASIN TO A STORMWATER QUANTITY MANAGEMENT FACILITY NI THD SHOWN WITHIN T HE OPENISP'ACE AND STREAM BUFFER OFNbLOCKS, 4 5 AGND THE ANFDSCAPING ASSOCIATED TO MMIT GATIO PEDESTRIAN BERIAN CONSTRUCTED IN THIS PHASE, PHASE 6: CONSIST OF APPLYING THE TOP COAT OF ASPHALT TO ALL RGPDS WITHIN THE PROJECT. ROAD CONSTRUCTION: ALL ROADS WITHIN ANY PARTICULAR PHASE MAY BE SUB -PHASED AS NECESSARY. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COUl Wr SQUARE 1. CHARLOTTESVILLE, VIRGINIA 229902 PH. 434-295-4005 FAX 434-295-2903 SCALE: F)= 60' ISSUED-. 1-9-06 DR, PIMN BY: SWE REVISIONS: 1, 5-5-06, CO,/ACSACOMMENTS 1 6-28-06, ASB COMMENTS 3> 7-14-06, C aer'�� a O�1i iy S I All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.G. © TERRA CONCEPTS, P.C. M1 0 E-068 N.T.S. 61 1 Al I �A e SECTION FILTER CLASS , 111. 11 2' MIN. DEPTH RIP RAP CHANNEL C N E-068 I.T.S. E-068 N.T.S. 5.3600 SECTION D CONNECTION TO EX, RAILROAD CULVERT DETAIL ID -000 NT,S. A 4 d. a a PbSTIC SOLUTIONS OR EQUIVALENT TRASH RACK W ACCESS HATCH 43" M M RISER ;REST —I_LLL[[Ll- ELEVATION 600,75 X100 YR STORM MAX. ELEV. 63_2.07_ _ 10 YR STORM MAX. _ELEV. 600.62–IT_ 2 YR STORM MAX ELEV. 600.10 TWO (2)2.0'(L)x0.42°(H) --'--a®��_..._..._..._..._..._..._..._..._ ORIFICES AT WSE. 596.7x; --- W/ TRASH RACK BOND WSE 595.70 ! oI id I e °d. c 1 I � � 16" RCP CULVERT d �---- �{ Io>ER r 592.00 611 12° d d, SECTION I PONS RISER DETAIL ID -000 MT,S. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 CO RT SQU ARE CHARLOTTESVILLE, VIRGINIA 22902 PSI, 434s2954005 FAX 434-295-2103 N SCALE. AS SHOWN ISSUED- 1-9-06 DRAWN Y: AG 1, 5®5-06, CO,/ACSA COMML EY -'S 1 6-28.06, .ATB COMMENq S 1 7-14-06, O,/ACSA COWIMN11's I All rights reserved. No part of the material protected by this copyright (pians, ideas, designs, sections or detaii5 expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third part] without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. I