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HomeMy WebLinkAboutSDP201800045 Plan - Revision 2022-11-09OWNER/DEVELOPER: NEIGHBORHOOD INVESTMENTS NP, LLC C/O RICHARD SPURZEM 810 CATALPA COURT CHARLOTTESVILLE, VA 22903 _ (434) 923-8900 SDP201845 NORTH POINTE ENGINEER., COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 PRELIMINARY PLAT APPROVAL: APRIL 16, 2018 NORTHWEST RESIDENTIAL AREA FINAL SITE PLAN TAX MAP NO.: 03200-00-00-022K0 OB 3929 PG 052 NOTE.* SOME ROAD AND SWM IMPROVEMENTS ARE LOCATED IN 7MP 03200-00-00-022PO (DB 4902, PG 601) R I VA N N A MAGISTERIAL DISTRICT TOTAL PROJECT AREA: 39.99 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (ZMAGED AND & VED STEEP & ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEP SLOPES OVERLAY DISTRICT, SLOPES ALBEMARLE COUNTY, VIRGINIA FLOOD HAZARD OVERLAY DISTRICT AND AIRPORT IMPACT AREA OVERLAY DISTRICT SPECIAL USE PERMITS SP-2006-034: MARCH 13, 2007 SPECIAL USE PERMIT TO ALLOW FILL IN THE FLOODPLAIN OF FLAT BRANCH CREEK LEGEND: FOR THE PROPOSED LEWIS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND WOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. \ ALSO REQUIRED ARE FEMA APPROVAL OF 77-IE CROSSING, AND A COUNTY APPROVED ESC PLAN AND M177GA77ON PLAN, SPECIFIC LANDSCAPING - - - 40' BUFFER LINE REQUIREMENTS AND WALL DESIGN DETAILS. \ SP-2002-72. AUGUST 23, 2006 SPECIAL USE PERMIT TO REZONE THE PROPERTY FROM RA TO PD-MC PLANNED DEVELOPMENT MIXED PEDESTRIAN TRAIL (DEDICATED TO PUBLIC USE LOCATION PER ZMA PLAN) COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVA7I01V AREAS, OPEN SPACE, GREENWAYS AND ACCESS, LANDSCAPING, ROADWAY �. CONNECTIONS, AND GRADING UTILITY, AND DRAINAGE RESTRICTIONS m FLOOD PLAIN (TO BE DEDICATED TO COUNTY/PUBLIC USE) =9.508 AC. COMP PLAN LAND USE DESIGNATION., (HOLLYMEAD - PLACES 29) URBAN DENSITY RESIDENTIAL + + GREENWAY & TRAIL AREA OUTSIDE OF FLOODPLAIN =6 327 AC. + + \ Y + (EASEMENT TO BE DEDICATED TO COUNTY/PUBLIC USE) * , TOPO & SURVEY., SURVEY PROVIDED BY ROUDABUSH & GALE, DATED APRIL, 201& SUPPLEMENTAL SURVEY BY W&W CONSERVATIVE TMP 03200-00-00-02300 ASSOCIATES, INC DATED NOVEMBER 4, 2009. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA OPEN SPACE AREAS (DEDICATED TO THE HOA)-AREAS A, B&C =5.824 AC. Nam_SM VIOLET HILL ASSOCIATES RESOURCE MAPPING DATED DECEMBER 2, 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN y'1yY y FOREST ZONED PIANNED DEVELOPMENT MIXED COMMERCIAL .yY SPACE 10 727 AC 98.958 ACRES NOVEMBER 2017. I . DATUM: NAD83, NAVD 88 PUBLIC RIGHT OF WAY (TO BE DEDICATED TO VDOT) =2.931 AC. USES: EXISTING - UNDEVELOPED AND RESIDENTIAL, PROPOSED - 184 MUL77-FAMILY RESIDEN77AL TOWNHOMES PRIVATE ACCESS &MAINTENANCE EASEMENTS =2.81 AC. .1 y J O' WATER SUPPLY PR07EC77ON AREA: N/A '�. ,y OPEN SPACE EXISTING RESIDENCE TO REMAIN =2.429 AC. 0.23s AC WATER RESOURCE AREA: DEVELOPMENT AREA -COMMUNITY Y�yy Y=GREENWAY 432 AC. (OUTSIDE OF PROPOSED DENSITY 184 UNITS / 39.99 ACRES = 4.60 DU/AC RESIDENTIAL AREA LOTS =7./ �., ^. FLOODPLAIN) F�.� / Y 6327 AC. GREENWAY DEDICATION: 15.835 ACRES TOTAL (6.327 ACRES OUTSIDE OF FLOODPLAIN) CONSERVATION AREA (FOR SWM QUALITY CREDIT)=18.421 AC. / y4. •�;/ - / s (INCLUDES PORTIONS OF OPEN SPACE, FLOODPLAIN, & GREENWAY) r FOREST/OPEN SPACE PRESERVA770N 18.421 ACRES / (39.99 AC TOTAL)=46.09< PUBLIC OPEN SPACE (DEDICATED TO COUNTY/PUBLIC USE) =1.192 AC. /' J "-f Y BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET / Yam,..%'• yY�A'" Y Y y yy a`�;`�//LOT AREA' OPEN SPACE POCKET PARKS DEDICATED TO HOA =0.46 AC. y=y"YYYyyyyyY'YY*YyyyYY*yy` * • ` "^ '*"*' `*"**'' * _'' " SETBACKS FRONT 8' MIN.; GARAGE DOORWAY ' MAX. 30' ° P a ( ) / j✓, ,Y •Y y`A. ,. SIDE: 6' MIN. NO MAX.; REAR: 10' MIN NO MAX. ✓`' Y `-1�� Y FLOODILAIN \ / C POCKET 440 AC Exr SUBDIVISION STREETS CURB & GUTTER TMP 03300-00-00-0NGENERATION LL.c. � '� Y �� K PARK ✓ . WATERSHED: NORTH FORK RIVANNA BELOW WATER INTAKE -THIS LAND IS NOT WITHIN A WATER SUPPLY WATERSHED ZONED RA RURAL AREA AGRICULAIRAL/ FORESTAL DISTRICT. NONE y �` NOTE: LOCATION OF GREENWAY AND CONSERVATION AREAS AS SHOWN ON THIS APPLICATION PLAN ARE IN THE EXACT SAME LOCATION AS SHOWN ON THE APPLICATION PLAN FOR ZMA 2013-07. i\ \\ I 1 aJ 1�y'Xt� 1 / I / E1v1T OPEN SPAC ' r> / EXIS77NG VEGETATION: WOODED /. Y'y' i 4155 AQ / LIGHTING: NO S17E LIGHTING IS PROPOSED ' Y : ,*{_' ° -'" ° T - i / •\'.. • / I I LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH 1H£ FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY `\\ .... ORDINANCE SECTION 32.7.9. STREET ]BEES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE �.. _ „* ^ „,* ^ . „ ^_ ,",* ^__' ` °°" -� �T° t ,.. 2 STREET TREES EVERY 40' ALONG THE ROADWAYS ���'y� TRASH RECEPTACLES., EACH UNIT WILL HAVE 77-IEIR OWN TRASH CAN WITH TRASH REMOVAL SERVICE ONCE A WEEK �.,`� �•..;=""� _ `*_"' - �- �- °gyp o v „ „ PHASING: S17E MAY BE PHASED AS SHOWN. FINAL PHASE LIMITS TO BE DETERMINED WITH SUBDIVISION PLATTING. ALL `„^ >y I LO '� °° y y" aw I N OPEN SPACE MUST BE A MINIMUM OF 259OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. ,t' � o; �.,/ � T ., � ,', �� ! ow5 d DEVELOPMENT TO BE CONSTRUCTED BETWEEN 4 AND 6 PHASES o 0 '0 oo� PARKING REQUIRED, 2 PARKING SPACES PER UNIT + 1 GUEST SPACE FOR EACH 4 UNITS o,' / REA -' ° bra dip 2 X 184 UNITS = 368 �xp 184 UNITS / 4 = 46 ` �� REA�\1 � M_ ,yY y y;yY Y* noz I < y�y o=o o�w I TOTAL PARKING SPACES REQUIRED = 414 APG ' 1 f��N ..' 'yyY y Y y Y PARKING PROVIDED: OFF-STREET PARKING SPACES = 368 TMF 03200 DO 022K1 v \� ; \- /✓/ ' Y GUEST SPACES = 55 OREAN Itt CHURCH ZONED RAA M RURAL AREAS s�N y TOTAL PARKING SPACES PROVIDED = 423 21 ACRES j(A =��\ _ Z��'... VDOT PUBLICR Jy Y' y Imo.. STREAM BUFFERS/FLOODPLAIN.- THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE ti? ,� � � \ YYY ':� Y CONSERVATIVE COUNTY WATER PROTEC77ON ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT CONSERVATIVE % ./ �N\, t`..; - L TAREA - / Y �y AREA-SWM PARCEL, PER FEMA MAP NUMBER 51003C0145D ADOPTED FEBRUARY 4, 2005. AN APPROVED CLOMR EXISTS AREA -SWM b' ��` '�'o '/� /y LOT AREA, OPEN SPACE 111111 / ti� / v YY YYYY. YY .YYYY Y �yy y FOREST &OPEN FOR THE PROPERTY. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE ALONG FLAT BRANCH FOREST 8OPEN dj,% ��� c , '�/�/ 4.155 AC Y I SPACE 6.546 AC STREAM. SPACE 1.148 AC ��ii� _ \4 ACOFS, �� yyr Y` yN .W YY V RESIDENCE ✓�/ir - OPEN SPACE S I 2.42 AC Y RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS. ALL RETAINING WALL ®® 1.433yY Y Y y{ GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRED A STAMPED ENGINEERED DESIGN FOR THE WALL SYSTEM. - - - -- \1� / ,yFE00DPLAIN "� • y o Y Y *y .y Y Y y 4 397 ACHY RECREA PON A MINIMUM OF 200 SF PER UNIT REQUIRED - 200 SF X 184 UNITS - 36, 800 SF (0.85 ACRES) _ aourvoscnrlrvc auREER ---IN -- . -- _ " _ Y •_Y_y Y YY �" POCKET PARKS PROVIDED FOR PASSIVE & ACTIVE RECREATION 0.46 ACRES - _, Y v ��-� Yy�y- SPACE _ y FLOODPLAIN Y y 7 PASSIVE RECREA 71ON GREENWAY PROVIDED = 15.78 ACRES •-• -.. Y D711 Ac aYi' •/, Y j" ,--r '---Y- 1.0 3A _ ao LANDSCAPING BUFFER Y , AREAS.' LOTS: 7.432 AC. :.,fir = 0 099 AC * ao LANDscAPwc BUFFER SEE RECREA77ON AREA LETTER PUBLIC - SPACE RIGHT-OF-WAY & ACCESS: 5.741 AC --.. -, r`=-_ . -- � �.•HOVIE1v ENIHhN(;E IM1IVHf)El1EVIS�� O Jam- - :•..�--,.. _ .. .. per- rr '•-- - --._. TOTAL OPEN SPACE INCLUDES GREENWAY POCKET PARKS & FLOODPLAIN).- 24.387 AC. 59.7% _ _ CURRENTLY TINDER REIEV'I /� 1 ( , ) ( ) �� ROUTE 49 ENTRANCE IMPROVEMENTS -- +-- �.,-M1r--✓A ROUTE 29-SEMINOLE SQUARE EXISTING RESIDENCE., 2.43 AC �. _:�'< <- {_.{ {: < < < < C ---- - -�� -i �- �+ ICURRENTLY UNDER REVIEW)� IMPERVIOUS AREAS., 433,888 SF (9.96 AC) TOTAL ROADS/ALLEYS/PARKING. 184,501 SF - - SIDEWALKS., 42,541 SF Y" BUILDINGS (INCLUDES DRIVEWAYS/FRONT WALKS): 202,696 SF EXISTING UNDISTURBED IMPERVIOUS AREAS: 4,150 SF SHEET LAYOUT CRI71CAL SLOPES:MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXIS77NG ON S17E AS SHOWN ON THE PLAN. IMPACTS TO STEEP SLOPES ARE CONSISTENT WITH THOSE APPROVED BY THE PRELIMINARY PLAT. SCALE: 1" = 150' BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVES77GA77ON OF THE SITE. TRAFFIC ANALYSIS: SEE APPROVED 77A REPORT FOR NORTH POINTE DEVELOPMENT UNIT COMPARISON TO NORTH POINTE ZMA: ARKIN T I P T I TIA L. G. UNI AND BUILD NG EN2L E ABULATIONS NORTHWEST RES DEN L AREA. NOTES: 1. NORTHWEST RESIDENTIAL AREA CONSISTS OF: 1 EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT BUILDING NO. BUILDING TYPE NO. OF UNITS SQ FT BUILDING ENVELOPE NO. OF BEDROOMS PERUNIT SPACES REQUIRED PERUNIT GUESTSPACES REQUIRED PER UNIT SPACES REQUIRED PER BUILDING GUESTSPACES REQUIRED PER BUILDING SPACES PROVIDED PER UNIT SPACES PROVIDED PER BUILDING GUEST SPACES PROVIDED 1 B 6 4,560 3 2 0.25 12 1.50 2 12 2 C 9 6560 3 2 0.25 18 2.25 2 18 3 A 6 4,560 3 2 0.25 12 1.50 2 12 184 NEW TOWNHOUSE UNITS PROPOSED IN THIS PLAN 2 FUTURE SINGLE-FAMILY DETACHED RESIDENTIAL UNITS 2. THE GROSS RESULTING DENSITY OF UNITS AFTER THE FINAL 2 "FUTURE UNITS" IN THE NORTHWEST RESIDENTIAL AREA ARE DEVELOPED SHALL BE 187 UNITS / 39.99 ACRES = 4.676 UNITS/ACRE. THE DENSITY PRIOR TO THE 2 -FUTURE UNITS" BUT INCLUDING THE ONE EXISTING UNIT SHALL BE 185 UNITS 39.99 ACRES = 4.626 UNITS ACRE. / / 3. BUILDING TYPE DESCRIPTIONS: A - TWO STORY FRONT AND BACK, WITH FRONT ENTRY GARAGE B - TWO STORY FRONT AND BACK, WITH REAR ENTRY GARAGE C - THREE STORY FRONT AND TWO STORY BACK, WITH FRONT BSMT FLOOR GARAGE D - TWO STORY FRONT AND THREE STORY BACK, WITH FRONT FIRST FLOOR GARAGE 4 A 7 5,320 3 2 0.25 14 1.75 2 14 5 A 7 5,320 3 2 0.25 14 1.75 2 14 6 B 5 1 3,800 3 1 2 0.25 10 1 1.25 2 10 1 7 D 7 6,384 3 2 0.25 14 1.75 2 14 8 A 3 2 0.25 12 1.25 2 12 9 A 5 5 5,760 5,760 3 2 0.25 10 1.25 2 10 10 10 A 5 3,800 3 2 0.25 10 1.25 2 10 11 A 4 3,040 3 2 0.25 8 1.00 2 8 12 B 5 3,800 3 2 0.25 10 1.25 2 10 13 A 7 5,320 3 2 0.25 14 1.75 1z 14 14 A 5 5,760 3 2 0.25 10 1.25 z 10 1 THIS PLAN 184 368 46 368 55 EXISTING 1 FUTURE 2 OPEN SPACE TABULATIONS: S/F* MULTI - DETACHED FAMILY OTHER TOTAL NORTH POINTE MAXIMUM WA WA WA 893 MINIMUM 205 205 205 WA PREVIOUSLY PROVIDED 0 0 0 0 NORTHWEST RESIDENTIAL AREA NEW 0 0 184 184 EXISTING 1** 0 1 0 1. FUTURE 1 2 1 0 1 0 1 2 REMAINDER 1 1 203 1 205 1 21 707 NOTES: 1. * S/F IS SINGLE FAMILY 2. ** THE EXISTING S/F RESIDENTIAL UNIT IS NOT PART OF THE RESIDENTIAL UNIT COUNT FOR NORTH POINTE. 3. THE OTHER UNITS IN THE ABOVE CHART ARE SFA (ATTACHED TOWNHOUSE) UNITS. AFFORDABLE UNIT COMPARISON TO NORTH POINTE ZMA: LN ° CSCOTTNR. C�LLIN: U L,ic. No. 035791 "0 10/23/22 � SITE �SSIONAI E��l O�rhFO RK RIVAN7vA R/ OF ir VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 2 COVER 2 ZMA PROFFERS 3 ZMA PROFFERS 3A SPECIAL USE PERMITS 4 EXISTING CONDITIONS 5 LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 13. NOTES & DETAILS 12 NOTES & DETAILS 13 NOTES & DETAILS a,4 SIGHT DISTANCE PROFILES 25 ROAD & WATERLINE PROFILES 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 ROAD & WATERLINE PROFILES 19 ROAD & WATERLINE PROFILES 20 SANITARY PROFILES 21 SANITARY PROFILES 22 SANITARY PROFILES 23 DRAINAGE MAP 24 DRAINAGE PROFILES 25 DRAINAGE PROFILES 26 DRAINAGE PROFILES 27 DRAINAGE PROFILES 28 DRAINAGE CALCULATIONS 29 DRAINAGE CALCULATIONS 30 DRAINAGE CALCULATIONS 31 LANDSCAPING PLAN 32 LANDSCAPING PLAN 33 LANDSCAPING NOTES & DETAILS 34 ROADS LEGEND EXISTING CULVERT CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH g" DEPTH OF EC-2 DITCH FOR SALE TOTAL FOR SALE % FOR % CARRIAGE % TOTAL TOTAL MULTI- FAMILY OTHER SINGLE FAMILY FOR RENT FOR HOUSES CARRIAGE NUMBER PERCENTAGE SALE RENT HOUSES NORTH POINTE MINIMUM 12 12 16 40 100% 66 100% 4 100% 110 100% PREVIOUSLY PROVIDED 0 0 0 0 0% 0 0% 0 0% 0 0% NORTHWEST RESIDENTIAL AREA 0 0 0 0 0% 28 42% 0 0% 28 25% REMAINDER 12 12 16 40 100% 38 58% 4 100% 1 82 1 75% NOTE: 28 AFFORDABLE HOUSING UNITS (PROFFER 8.2) WILL BE BUILT IN THE NORTHWEST RESIDENTIAL AREA OF THE NORTH POINTE DEVELOPMENT. THESE UNITS ARE SHOWN ON THE FINAL SITE AND MARKED WITH AN ASTERISK. OVERALL OPEN SPACE TO BE DEDICATED TO COUNTY OPEN SPACE OFFERED TO BE DEDICATED TO COUNTY OPEN SPACE HELD BY THE NEIGHBORHOOD ASSOCIATION OR OWNER OPEN SPACE TOTAL FLOOD PLAIN GREENWAY & OTHER AREA PROFERRED INTERMITTENT STREAM BUFFER LAKE AND PERIMETER PARK COMMON AREAS TOTAL AC. AC. % AC. % AC. % AC. I % AC. % AC. NORTH POINTE 181.10 11.76 6.00 11.49 6.34 6.45 16.1 1.93 1.10 35.40 19.55 67.03 37.01 NORTHWEST RESIDENTIAL AREA 39.99 9.508 23.77 6.327 15.82 1.192 3.0 0.00 0.00 7.36 18.40 24.22 60.51 REMAINDER 141.11 2.210 NIA 5.26 N/A 6.45 N/A 1 1.93 1 WA 26.96 N/A 42.81 N/A TOTAL SHEETS EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS W_ VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR 20O PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DEN07ES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z O J a k Z LU Do< Z J O N�_ LU Z LU LU w 0 LU Ln LU K N Z w 1 F- f 1 Z w OV f OZ I U < O 1 Qw ' J w Q BE w 1 BE m 1 1n Q I w 1 DIE L I w I aD E300 Ol p1 N N Q L9 ti W z M M /� N v, QN 0 I z ° I -I , CN O L a W CN 0)Q N LU W Q 0 c J J 0 ZQ \ c W o C I- LU ° L9 O v J 0 � 3 Q U) > E z = 0w W U U 0 W 1ICE i m LLI 0 c W E Ul U ° 2 E z Z w w LU w z N O z z N � rn z z I- �.0 o LU 0 � z J< 0 Qo 0 OCE CCDU x N 2 = J O Ed O ~ m w w E LEI U O (n E JOB NO. m 152116 0 SCALE ° AS SHOWN o 0 SHEET N0. o 1 CE CU S H c 0 0 0 U 0 E 0 3 0 s M AMENDED AND RESTATED hedgerows, along the Entrance Corridor frontage parcels owned by Owner. The buffer will IV. STORMWATER MANAGEMENT AND STREAM BED CONSERVATION V. TRANSPORTATION review and, when satisfactory, approval, subject also to the County's approval of private streets PROFFER STATEMENT consist of a minimum 40-foot wide continuous visual landscape area that shall be subject to under the Subdivision Ordinance (Ch. 14 of the Albemarle County Code). NEIGHBORHOOD INVESTMENTS - NP, LLC Albemarle County Architectural Review Board ("ARB") review and approval (the "Buffer"). 4.1 Flood Plain. The area of the 100-year flood plain within the Project shall remain 5.1 Internal Street Construction Standards. Public streets, which in any event ORIGINAL REZONING APPLICATION: #ZMA-2000-009, SP-2002-72 The Buffer may be located partly on the Owner's property and partly on VDOT property. In the undisturbed except for road crossings, public utility facilities and their crossings, and pedestrian shall include at least Leake Road, North Pointe Boulevard, Northside Drive East and Northwest Phasing. The Road Improvements shall be constructed and completed in three REZONING APPLICATION: #ZMA 2013-00014 event VDOT at any time in the future reduces any portion of the Buffer located on VDOT and biking trails, and only to the extent such exceptions are permitted by County ordinances and Passage, shall be (i) constructed in accord with the illustrative urban design cross sections shown phases as set forth below: PERTAINING TO TAX MAP AND PARCEL NUMBER 32-22k property, the Owner shall compensate for such reduction by extending the Buffer on Owner's regulations. Upon the request of the County, Owner shall provide a survey and prepare the on Sheet D-I to the Application Plan ("Sheet D-1") and also in accordance with VDOT design property in order to maintain a minimum 40-foot Buffer, even if such compensation shall require necessary documentation and dedicate the land within such flood plain to the County. standards pursuant to detailed plans agreed to between Owner and VDOT, and (ii) dedicated for (a) Phase I Road Improvements. Prior to approval of the first commercial March 25, 2014 the removal of parking adjacent to such Buffer. public use and offered for acceptance into the state highway system. Trees (with a maximum subdivision plat or site plan within the Project, Owner shall obtain all associated permits and post 4.2 Stormwater Management Plan. The stormwater/best management practices spacing of fifty (50) feet), landscaping and sidewalks as shown on Sheet D-i shall be installed all associated bonds required for the construction of the following (collectively, the "Phase I With respect to the property described in rezoning application #ZMA-2000-009, 2.2 Appearance of Storm Water Manaeement ("SWM") Facilities. The SWM ("BMP") plan for the Project shall be prepared, and all stormwater management facilities for the and maintained by the Owner in accordance with County or VDOT standards, unless VDOT or Road Improvements"): and SP - 2002-72 (the original "ZMA"), CWH Properties Limited Partnership is the fee simple facilities visible from the Entrance Corridor identified on the Application Plan (stormwater Project shall be designed and constructed, to accommodate all current stormwater discharge from the County agrees in writing to assume this responsibility. owner and North Pointe Charlottesville, LLC is the contract purchaser of Tax Map 32, management facilities 1, 2, and 10) shall be shown on a plan and be subject to ARB review and Tax Map Parcel 032A0-02-00-00400 (Northwoods Mobile Horne Park Development) and from (1) Southernmost Entrance on U.S. Route 29: Parcels 20, 20A, 20A1, 20A2, 20A3 and 291 (the "North Pointe Property"), and Violet Hill approval. SWM 1 shall be designed such that its shape, placement, and land form (grading) the existing developments on the northeast and northwest comers of Proffit Road and U.S. 5.2 Timine of Completion for internal Streets. Before issuance of certificates of Associates, L.L.C. is the fee simple owner of Tax Map 32, Parcels 23, 23A, 23B, 23C, 23D, 23E, transition between the adjacent conservation area and the adjacent hard edge of the parking lot Route 29, specifically the following parcels shown on the current Albemarle County tax maps: occupancy, Owner shall complete that segment of an internal street as shown on Sheet D-1 t U.S. Route 29 Southbound - correction of the vertical (i) 23F.23G 23H and 23J (the "Violet Hill Property"), and Neighborhood Investments - NP, LLC and buildings. The plan for SWM 1 shall be submitted to the ARB with the first ARB tax map 32, parcels 38, 38A, 39, and 39A; tax map 32A, parcels 2-1, 2-IA, 2-lAl, 2-1B, 2-1C within the Project which serves the building or residence for which a certificate of occupancy is curvature in the roadway just north of the entrance. is the fee simple owner of Tax Map 32, Parcel 22K (Parcels 22H and 22K have been combined submission for Building 14 or 19 identified on Sheet B to the Application Plan ("Sheet B"), or and 2-11). The stormwater management facilities shall mitigate the stormwater quality and sought with at least the stone base and all but the final layer of plant -mix asphalt. The final layer U.S. Routed Southbound into a single Parcel 22K) (the "Neighborhood Investments Property"). Unless otherwise noted, any such building that is proposed to be located where Building 14 is located on Sheet B quantity impacts, for the stormwater generated both within the Project and for such existing of plant -mix asphalt shall be installed within one (1) year following the issuance of the first - construction of a continuous (h foot wide through lane (with shoulders guard rail required starting a the respective parties are individually and collectively referred to herein as the "Owner", which pursuant to the terms of Section 3.2. SWM 2 shall have a more structured appearance than offsite conditions as described herein, as though the entire preexisting condition of the drainage certificate of occupancy for a building or residence served by the affected street segment. point h en that is 1000 feet north of the southernmost entrance and extending south to Airport Road. a u to Air term shall include any successors in interest. The term Owner shall refer to the specific owner of SWM 10 (see below) and shall be designed such that its shape, placement, and land form area is an undeveloped wooded site and is being developed to the existing off -site conditions and . the Neighborhood Investments Property, the North Pointe Property or the Violet Hill Property (grading) transition between the adjacent conservation area and the adjacent hard edge of the the proposed on -site conditions. In addition biofilters shall comprise a minimum of thirty-three P P P � rtY- 5.3 Road Improvements. Owner shall design and construct all of the road (iii) U.S. Route 29 South - ( ) bound construction of dual left rum when a proffered condition relates to a specific property, and the term Owner shall refer to the parking lot and buildings. The plan for SWM 2 shall be submitted to the ARB with the first and one-third percent (33 1/3%) of the total required parking lot landscaped areas within the improvements referenced in Sections 5.3.1(a), 5.3.1(b) and 5.3.1(c) below, which are also shown lanes with to err at th P e crossover. owners of the respective properties collectively whenever a proffered condition relates to all the ARB submission for any of Buildings 26 through 31. SWM 10 shall be designed such that its "Commercial Area" of the Project, as such Commercial Area is delineated on Sheet G of the on Sheet D-1 to the Application ShA PP Plan and on Sheet E to the Application Plan entitled "External properties subject to this zoning map application. The North Pointe Property, the Violet Hill shape, placement, and land form (grading) are integral with the adjacent conservation area. The P P (g g) g J Application Plan ("Sheet G"). Road Improvement Plan" ("Sheet E) (collectively, the "Road Improvements"), unless such (iv) U.S. Route 29 Southbound -construction of right rum lane Property, and the Neighborhood Investments Property are referred to collectively as the plan for SWM 10 shall be submitted to the ARB at the time road plans are submitted to the Road Imp Improvements are first constructed or bonded by others. The various phases of the Road with taper to serve northernmost entrance to SR 1515. "Property," unless otherwise noted. County and VDOT for Northwest Passage. 4.3 Erosion and Sediment ControL Improvements are also shown for illustrative purposes on a color -coded copy of Sheet B that is attached hereto as Exhibit B. Owner shall dedicate to public use any required right-of-way that it (v) U.S. Route 29 Northbound - construction of a continuous Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner III. DENSITIES (a) The Owner shall, to the "maximum extent practicable", provide such now or hereafter owns in fee simple. For purposes of this Section 5.3, the use of the term "road" 12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) extending hereby voluntary proffers the conditions listed in this Amended and Restated Proffer Statement,additional appropriate erosion and sediment control measures that exceed State and Local as it applies to intemal streets shalt also have the same meaning as the word "street" in the from Proffit (Airport) Road (Route 649) to the Northwest Passage entrance. which shall be applied to the North Pointe Property if this ZMA is approved by Albemarle 3.1 Total Buildout. The total number of dwelling units within the Project shall not minimum standards. if there is a disagreement regarding whether the standard of "maximum Albemarle County Subdivision Ordinance (Chapter 14 of the Albemarle County Code) where County. These conditions are proffered as part of the ZMA and it is agreed that: 1 the ZMA g () exceed eight hundred ninety-three 893 . Subject to Section 3.2, the building footprints and gross ( ) J g tP 8 extent practicable" is satisfied, the Virginia Department of Conservation and Recreation will be applicable. (vi) U.S. Route 29 Northbound -construction of a right hand itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation floor areas of commercial, office, and other uses, and the building footprints of hotels shall not provided an opportunity to review and advise on such question. turn lane at the Southernmost entrance, the geometries of which will be subject to VDOT to the rezoning requested. exceed those set forth in the Land Use Breakdown Table on Sheet A to the Application Plan 5.3.1 Design and Phasing. All Road Improvements shall be designed and phased as approval, ("Sheet A"). (b) Post -Construction Stormwater Management: The Owner shall, to the follows: This Amended and Restated Proffer Statement shall relate to the multi -page maximum extent practicable, provide post -construction stormwater BMPs that are designed to (vii) U.S. Route 29 Northbound - construction of left turn lane application plan entitled "North Pointe Community", prepared by Keeney & Co., Architects, as 3.2 Limited Adiustments to the Elements of the Application Plan. The gross floor achieve an average annual sediment removal rate of 80% as published by the Center for Design. The Road Improvements shall be shown on detailed road plans satisfying with taper into SR 1515. revised through June 13, 2006 and attached hereto as Exhibit A (the "Application Plan"), and the area of the buildings used for commercial, office, other uses, and hotels shown on Sheet A may Watershed Protection in Article 64 of The Practice of Watershed Protection (2000 edition). VDOT design standards which shall be submitted by the Owner for review and, when Albemarle County Code in effect as of the date of the Original Proffer Statement (the "County be adjusted within a range of up to ten percent (10°/u), provided that the maximum gross floor These will include, but are not limited to, bioretention, bioretention filters and wet retention satisfactory, approved by VDOT and the County (except for the Road Improvements to U.S. (viii) SR 1515 Eastbound - construction and/or restriping to Code"). The North Pointe Community shall be referred to as the "Project." area for each category of uses shown on Sheet A is not exceeded. The footprints of Buildings 6, basins. Route 29, which shall be subject only to VDOT approval) (hereinafter, the "Approved Road provide left tam lane with taper. 14 and 36 as shown on Sheet A can be interchanged. Notwithstanding the terms of this Plans'). The Approved Road Plans shall show the width and length (except as specified in I. THIS SECTION INTENTIONALLY DELETED Section 3.2 to the contrary, Building 14 shall not initially exceed 88,500 square feet, provided, 4.4 Stream Buffer and Restoration. Upon the commencement of the applicable Sections 5.3.1(a)(1)(ii) and (v) and Section 5.3.1(b)(1)(i)) location, type of section, and (ix) Installation of a traffic signal with 8 phase timing, video however, that after two years following the issuance of the certificate of occupancy for comment period, the Owner shall notify the County and provide the County with a copy of any geometries of all lane improvements as required by VDOT design standards. All of the Road detection and associated intersection improvements at the intersection with U.S. Route 29. iI. ENTRANCE CORRIDOR Building 14, Building 14 may be adjusted within a range of up to ten percent (10%°), and if application(s) to the U.S. Army Corps of Engineers and/or DEQ for any stream disturbance. In Improvements shall be constructed in compliance with the Approved Road Plans. The Road 2.1 Creation of a 40-Foot Buffer along the Entrance Corridor. Building 14 is located in the location shown on Sheet B, any such expansion shall be located to addition, if necessary, after first looking on -site for mitigation opportunities available to satisfy Improvements to U.S. Route 29 shall be based on the then -current VDOT design speed and (x) Close existing crossover at U.S. Route 29 and Within six 6 months after O t r the acceptance ce b the Virginia De arm Pent of Transportation Yon "VDOT" the east so that the additional space is located along North Pointe Boulevard. Notwithstanding the permitting process, the Owner shall contact the Count for a list of off -site opportunities P g P Y pp Albemarle County Court for cross -slope requirements. Notwithstanding the provisions of this paragraph to the contrary, Pe q g p p g p ary, in Southernmost Entrance to SR 1515. of P the ( ) Road Improvements defined in the terms of this Section 3.2 to the contrary, but subject to the provisions of Section 8.1 the within a such mitigation, ttr ation and shall look for g , such mitigation opportunities the event that the internal residentialt t - street designs as shown on Sheet D 1 are not accepted by as Section 5.3 that are along the northbound lanes of U.S. Route ,Owner shall plant and thereafter maintain at all times a landscaped buffer, including County may authorize Building 21 as shown on Sheet A to be adjusted by more than ten percent off -site. VDOT, the Owner shall submit detailed road construction plans for such streets to the County for i (xi) Proposed Entrance Road between North Pointe Boulevard and U.S. Route 29. (10%). (2) North Pointe Boulevard, Leake Road and Proffit Road: (i) Leake Road and North Pointe Boulevard, in accordance with the design cross -sections shown on Sheet D-1, from Proffit Road to either Northside Drive East or, if Northside Drive East has not yet been constructed to the roundabout at North Pointe Boulevard, North Pointe Boulevard shall be extended to Northwest Passage. The Owner shall provide a fifty (50) foot public right-of-way along Leake Road and shall construct a two-lane public street to be accepted by VDOT and as much of the other improvements shown on the cross -sections as possible within the available right-of-way as reasonably determined by the County Engineer. (ii) The roundabout, or such other improvements as may be approved by VDOT and the County, at the intersection of Leake Road and Proffit Road shown on Sheet B and an additional westbound right turn lane on Proffit Road from Leake Road to U.S. Route 29 as shown on Sheet E. In addition, property r o , for o p perry acquisition that is required for the off - site public right-of-way for construction of the improvements required by this Section 5.3.1(a)(2)(ii), the Owner shall make a cash contribution or provide a letter of credit in a form approved by the County Attorney for such purpose in the amount as deemed necessary for the property acquisition by the County Attorney, provided that such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of credit described in this Section 5.3.l(a)(2)(ii) shall be used to pay for the total cost of the right of way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the improvements required by this Section 5.3. 1 (a)(2)(ii) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by condemnation or by purchase including, but not limited to, land acquisition, engineering, surveying, and reasonable attorneys fees. The cash contribution or the letter of credit shall be provided by the Owner within thirty (30) days upon request by the County. If the property is acquired by purchase, the contribution for the purchase price shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for condemnation purposes without the consent of the Owner. If the cost of the right of way acquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all such excess costs within thirty (30) days upon request by the County. The County shall refund to the Owner all excess contributions upon completion of the land acquisition. (iii) Intentionally Omitted (iv) An additional through lane eastbound on Proffit Road from U.S. Route 29 to the roundabout at the intersection of Leake Road and Proffit Road. In addition, for property acquisition that is required for the off -site public right-of-way for construction of the improvements required by this Section 5.3. 1 (a)(2)(iv), the Owner shall make a cash contribution or provide a letter of credit in a form approved by the County Attorney for such purpose in the amount as deemed necessary for the property acquisition by the County Attorney, provided that such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for acquisition and condemnation purposes. The cash contribution or letter of credit described in this Section 5.3.1(a)(2)(iv) shall be used to pay for the total cost of the right of way acquisition. The total cost of the right of way acquisition for the off -site property necessary to construct the required improvements re p q by this Section 5.3. 1 (a)(2)(iv) shall include the normal costs associated with acquiring land, buildings, structures, easements and other authorized interests by condemnation or by purchase including, but not limited to, land acquisition, engineering, surveying, and reasonable attorneys fees. The cash contribution or the letter of credit shall be provided by the Owner within thirty (30) days upon request by the County. If the property is acquired by purchase, the contribution for the purchase price shall not exceed one hundred fifty percent (150%) of the County's fair market value appraisal prepared for condemnation purposes without the consent of the Owner. If the cost of the right of way acquisition exceeds the amount previously contributed, then the Owner shall reimburse the County all such excess costs within thirty (30) days upon request by the County. The County shall refund to the Owner all excess contributions upon completion of the land acquisition. Completion of the Phase I Road Improvements. Within fifteen (15) months after the issuanc e of the first buildingpermit for a commercial building within the lands subject P g J to the first commercial subdivision plat or site plan within the Project, or prior to the issuance of a certificate of occupancy for such building, whichever is earlier, all of the Phase I Road Improvements shall be accepted by VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. (b) Phase If Road Improvements. Prior to approval of the first site plan that would authorize the aggregate commercial, office and hotel gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, Owner shall obtain all associated permits and post all associated bonds required for the construction of the following (collectively, the "Phase H Road Improvements"): (1) Middle Entrance on U.S. Route 29 (Northside Drive East/ SR 1570): (i) U.S. Route 29 Southbound - construction of a continuous 12 foot wide through lane (with shoulders or guard rail as may be required by VDOT) starting at a point that is 1000 feet north of the Middle Entrance and extending to the point where it connects with the portion of the lane constructed pursuant to Section 5.3.1(a)(1)(ii). (ii) U.S. Route 29 Southbound - construction of dual left turn lanes with taper, (iii) U.S. Route 29 Southbound - construction of a right turn lane with taper. (iv) U.S. Route 29 Northbound - construction of a right hand turn lane at the Middle Entrance, the geometries of which will be subject to VDOT approval. (v) U.S. Route 29 Northbound - construction of left turn lane with taper. (vi) SR 1570 Eastbound - construction of or restriping of lanes to result in separate left, through and right turn movements. vii Entrance - ( ) once road Westbound installation of a traffic signal with 8 phase timing, video detection and associated intersection improvements on U.S. Route 29. (viii) Existing crossover at Cypress Drive ve- construction to close the crossover. (ix) Frontage road from Cypress Drive to SR 1570 - construction of a public street to serve properties currently accessing U.S. Route 29 through Cypress Drive. (2) Northside Drive East between U.S. Route 29 and North Pointe Boulevard as shown on Sheet D-1. Completion of the Phase II Road Improvements. Within fifteen (15) months after the issuance of the first building permit for a building within the lands subject to the first subdivision plat or site plan that would authorize the aggregate commercial, office and hotel gross floor area as shown on Sheet A within the Project to exceed two hundred ninety thousand (290,000) square feet, or prior to the issuance of a certificate of occupancy for any building that causes such gross floor area to exceed two hundred ninety thousand (290,000) square feet, whichever is earlier, all of the Phase II Road Improvements shall be accepted by VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. As it relates to the Neighborhood Investments Property, Proffer 5.3.1(c) is replaced and amended as set forth below: (c) Phase III Road Improvements. Prior to approval of a subdivision plat or site plan for any development of the Neighborhood Investments Property or any portion thereof, Owner shall obtain all associated permits and post all associated bonds required for the construction of the following road improvements (collectively, the "Phase III Road Improvements") to the extent any such road improvements have not already been completed: (1) Northernmost Entrance (opposite Lewis & Clark Drivel on U.S. Route 29: (i) U.S. Route 29 Southbound - construction of left turn lane with taper. (ii) Northwest Passage from U.S. Route 29 to the south line of Tax Ma 32 P property p Parcel 22K as shown on the Application Plan. (iii) U.S. Route 29 Northbound - construction of a right hand turn lane, the geometries of which will be subject to VDOT approval. (iv) If the traffic signal to be constructed by others is in place prior to Owner commencing work on this Northernmost Entrance, and such traffic signal only includes three legs, Owner shall add the fourth leg to the signal, which shall include additional mast arms, signal heads and ancillary equipment necessary to support Northwest Passage's use of the intersection, as determined by VDOT. If such traffic signal is not in place and the vehicular traffic generated by the Project causes the VDOT signal warrants to be met, and VDOT requires that a traffic signal be installed as a condition of the entrance permit, Owner shall install such traffic signal. (2) Within twelve (12) months after issuance of the building permit for construction of the elementary school on the School Lot, and if not already completed, Owner will complete the improvements set forth in Section 5.3.l(c)(1) above. Completion of the Phase IiI Road improvements. Within twelve (12) months after the occurrence of the applicable event in Section 5.3.1(c) which required the Owner to obtain all associated permits and post all associated bonds required for the construction of the Phase III Road Improvements, all of the Phase III road improvements shall be accepted b P P Y VDOT for public use or bonded for VDOT's acceptance if such Road Improvements are a primary highway, or accepted by VDOT for public use or bonded to the County for VDOT's acceptance if such Road Improvements are a secondary highway. 5.3.2 Upon request by the County, Owner shall make a cash contribution to the County or VDOT for the cost of a cable or wireless radio system that will link one or more of the signals between Lewis and Clark Drive and Airport Road; provided, however, that the total cash contribution shall not exceed thirty-five thousand dollars ($35,000). Subject to matters of force majeure, if the County does not request the funds, or does request the funds but the construction of the system does not begin by the later of December 31, 2010 or three (3) years after completion of all of the Road Improvements, said funds shall be refunded to the Owner. 5.3.3 Prior to the approval of plans for improvements at any U.S. Route 29 intersection, Owner shall provide VDOT traffic signal network timing plans that VDOT finds acceptably address the impacts of the proposed traffic signals for peak traffic periods. 5.3.4 Regional Transportation Study; Cash Contribution. THiS PROFFER HAS BEEN SATISFIED. Upon request by the County, Owner shall make a cash contribution of one hundred thousand dollars ($100,000) to the County for the purposes of funding a regional transportation study for the Route 29 corridor, which includes the South Fork and North Fork of the Rivanna River and the Hollymead Growth Area of which North Pointe is a part. The contribution shall be made within thirty (30) days after requested by the County anytime after the rezoning is approved. If the request is not made within one (1) year after the date of approval of the first final site plan for the first commercial building within the Project, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within three (3) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. VI. OPEN SPACE AREAS AND GREENWAY 6.1 Pedestrian Pathways. All pedestrian pathways shall be classified as shown on the Pedestrian Pathwa y Key on Sheet G and except for the pathwa ys to be constructed b the Y Y P P YY County, shall be shown on the subdivision plat or site plan for the underlying or adjacent lands within the Proje ct. The pathways shall be constructed b Owner as Class A or Class B trail J P Y Y s as identified on Sheet G, and in accordance with the applicable design and construction standards in the County's Design Standards Manual. Such construction shall be in conjunction with the improvements for the subdivision plat or site plan, as the case may be, and bonded with the streets if the pathways are a subdivision improvement, or with a performance bond if the pathways are a site plan improvement. The pathway shown on Sheet G along Flat Branch north and south of Northside Drive East shall not continue through a culvert if a culvert is used for the stream crossing. The pathway intended for the culvert between Park E and Park F under North Pointe Boulevard shall conform to the applicable standards in VDOT's "Subdivision Street Guidance" and Owner shall maintain the pathway if it is not accepted by VDOT for maintenance. 6.2 Lake. Upon request by the County, Owner shall dedicate to the County the lake shown on the Application Pla n for public use, provided that such lake will be available for use by Owner for stormwater management as described in Sheet C to the Application Plan entitled "Stormwater Management and Stream Conservation Plan" ("Sheet C"). VII. THIS SECTION INTENTIONALLY DELETED VIII. PUBLIC INFRASTRUCTURE AND FACILITIES PROFFERS 8.1 Branch Library. -(aj—Upon request by the County, Owner shall dedicate to the County the fee simple interest in the land shown on Sheet B as a library, consisting of a 15,000 square foot fully graded pad site, with utilities, to accommodate a 12,500 square foot building footprint, a five foot perimeter strip and up to a 25,000 square foot building, together with a nonexclusive easement to the adjacent common area for ingress, egress, construction staging and sufficient County Code required parking, stormwater detention and water quality facilities for the location of a freestanding Jefferson -Madison Regional Library and such other uses that are compatible with the proposed surrounding uses, as determined by the County (the "Library Lot"), Notwithstanding the terms of the prior sentence to the contrary, if the requirements for the library building require a larger building footprint, the County may authorize the library building footprint to be larger than as stated in the prior sentence, provided, however, that the size of the area shown as "Park H" on Sheet B ("Park H") and/or the size of the adjacent parking area immediately north of the Library Lot on Sheet B (the "Library Parking Lot") shall be adjusted accordingly to accommodate such larger building footprint. The Owner shall not be responsible for any utility tap fees, but Owner shall complete construction of the Library Parking Lot and other parking areas serving the Library Lot. The Owner shall permit the County to use the Library Parking Lot and/or, if not already constructed, Park H, for purposes of construction staging. Within twelve (12) months after written notice from the County that it intends to begin construction of the library, the Owner shall make the access roads and the area of the Library Parking Lot available with at least a four inch compacted stone base for use as access and construction stagin g. Such street ac cess serving the LibraryLof and the Library Parking g Lot shall be completed and available for use no later than ten (10) months after issuance of the SCOTT R. COLLINS7Z Lic. No. 035791,a Z O a � Zvii in w ::) O Z Z J o I ,A ce z VJ w `N ce Ce U ti co CM a7 N r CY) r N O II Q W � J J_ U) W U 0 J r Q U r LL LU I— Ul U) Z LU LU� (n JLU a O CD z Q 0- LU t--I LL Q LU a J LU z I� LU I..L LU L.L 0 z LU 0 M Cn W LL LL 0 JOB NO. 152116 SCALE AS SHOWN SHEET NO. 2 0 building permit for the library, provided, however, that asphalt pavement in areas used for construction staging by the County shall not be required to be installed until thirty (30) days (or such longer reasonable time as may be necessary due to weather conditions) after the County has removed its construction -related materials and equipment. Upon the request of the County, Park H shall also be dedicated to public use, but the Owner shall not be responsible for maintaining such park. Owner shall be responsible for maintenance of the Library Parking Lot and other parking spaces serving the Library Lot and the County shall have no obligation to be a member of any owner's association. The County's request for dedication of the land for the Library Lot and Park H shall be made within three (3) years following the later to occur of (i) issuance of the first residential building permit within the Project, (ii) Owner's completion of the infrastructure (including but not limited to streets, water, sewer, electric, gas) required for the use of the Library Lot, or (iii) December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agreement of the Owner and the County). If a request for such dedication is not made within three (3) years following the later of these dates, this proffer will be null and void. (b) Green Roof. In the event that the requirements for the library building require a larger building footprint, and the County elects to authorize the library building footprint to be larger than 12,500 square feet pursuant to section 8.1(a) above, and in the further event that the building is developed as a condominium and the County requests the Owner to assume ownership for a portion of the larger building, Owner shall accept such ownership at a reasonable price upon which the parties may mutually agree, and shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the cost of designing and constructing such building. These costs may include, if desired by the County, installation of a "green roof," and any additional expenses associated with structurally reinforcing the roof as necessary to support the green roof. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. Alternatively, in the event the County elects to design the library building as a Leadership in Energy and Environmental Design ("LEED") building, the Owner shall contribute to the County, on a pro rata basis based on the proportional size of the portion of the library building owned by the Owner relative to the size of the library building as a whole, the additional costs of constructing the library building to obtain LEED certification for the building. Within ten (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment amount as provided in the construction contract, the Owner shall submit such payments to the County. The design of the green roof, or the criteria utilized to obtain the LEED certification, as applicable, shall be in the County's discretion. 8.2 Affordable Housing. Subject to the terms and conditions of this Section 8.2, the Owner shall provide a minimum of forty (40) "for -sale" residential dwelling units as affordable dwelling units, a minimum of sixty-six (66) "for -rent" residential dwelling units as affordable dwelling units, and a minimum of four (4) Carriage House Units (as Carriage House Units are defined in Section 8.2(d)). The forty (40) "for -sale" residential dwelling units shall be comprised of the following types of dwelling units: twelve (12) from multi -family; twelve (12) from "other" (consisting of townhouses, duplexes, attached housing, condominiums in the commercial areas and other unidentified housing types); and sixteen (16) from single family detached, each at the the purpose described herein, but shall, by January 30, 2017, or thirty (30) days after such later date, contribute five hundred thousand dollars ($500,000) cash to the County to be used by the County for projects identified in the County's CIP reasonably related to the needs of the North Pointe community, and in such event the School Lot may be used for other residential purposes as approved by the County after request by Owner for an amendment to the Application Plan. After dedication and before the County uses the School Lot for a school or for park and recreational purposes, and if requested by the County, Owner shall maintain the School Lot until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the School Lot for park and recreational purposes. Such park and recreational purposes shall be only those uses shown on an approved final site plan or subdivision plat for the area that includes the School Lot. Upon being requested by the County, Owner shall cease all use and maintenance of the School Lot and remove all improvements established by Owner that the County requests be removed. The County shall not be obligated to pay Owner for any improvements established by Owner that the County retains. The deed of dedication for the School Lot shall provide that if the County accepts title to the School Lot and then does not construct either a park or a school within twenty (20) years following the date the Board of Supervisors approved ZMA 2013- 00007, then upon Owner's request title to the School Lot shall be transferred to Owner at no expense to Owner. 9.2 Bus Stop Turnoffs, Bus Stop Improvements, and Bus Service. (a) Owner shall construct ten (10) public bus stop turnoffs as shown on the Application Plan, or otherwise two (2) in the southernmost residential area, four (4) in the commercial areas and four (4) in the other residential areas, each in a location mutually acceptable to Owner and the County. The bus stop turnoffs shall be approved with street construction plans for the Project and bonded and constructed with the streets. (b) Upon the request by the County, Owner shall contribute the total sum of twenty five thousand dollars ($25,000) cash towards the design and construction of the above ground bus stop improvements such as benches and shelters meeting standards established by the County at each bus stop. If the County does not request the funds, or requests the funds but does not construct the bus stop improvements by the later of December 31, 2015 or three (3) years after completion of the road network that includes the bus stop turnoffs, then subject to matters of force majeure, the unexpended funds shall, in the discretion of the County, either be returned to Owner or applied to a project identified in the County's capital improvements program within or adjacent to the Project that benefits the Project. (c) Within thirty (30) days after the introduction of public transportation to the Project, Owner shall contribute twenty-five thousand dollars ($25,000) cash to the County to be used for operating expenses related to such service, and shall thereafter annually contribute Twenty -Five Thousand Dollars ($25,000) cash to the County to be used for operating expenses related to such service for a period of nine (9) additional years, such that the total funds contributed to the County pursuant to this Section 9.2(c) shall not exceed Two Hundred Fifty Thousand Dollars ($250,000). If the introduction of public transportation to the Project does not commence by the later of ten (10) years after the Board of Supervisors approved ZMA 2013- 00007, or seven (7) years after the date of the issuance of the first certificate of occupancy for the first commercial building within the Project, this Section 9.2(c) shall become null and void. sale prices and under the terms and conditions set forth in this Section 8.2, The Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots within the Property. (a) Multi -Family and "Other" For -Sale Affordable Units. For multi -family and "other" for -sale affordable dwelling units within the Property, such affordable units shall be affordable to households with incomes less than eighty percent (80%) of the area median family income (the "Affordable Unit Qualifying Income"), such that the housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (30%) of the Affordable Unit Qualifying Income, provided, however, that in no event shall the selling price of such affordable units be less than the greater of One Hundred Ninety Thousand Four Hundred Dollars ($190,400) or sixty-five percent (65%) of the applicable Virginia Housing Development Authority ("VHDA") maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (b) Single Family Detached For -Sale Affordable Units ("Moderately -Priced Units"). For single family detached for -sale affordable units within the Property (`Moderately - Priced Units"), such Moderately -Priced Units shall be affordable to households with incomes less than one hundred twenty percent (120%) of the area median family income (the "Moderately -Priced Unit Qualifying Income"), such that the housing costs consisting of PITI do not exceed thirty percent (30%) of the Moderately -Priced Unit Qualifying Income, provided, however, that in no event shall the selling price of such Moderately -Priced Units be required to be less than the greater of Two Hundred Thirty Eight Thousand Dollars ($238,000) or eighty percent (80%) of the applicable VHDA maximum mortgage for first-time home buyers at the beginning of the 90-day identification and qualification period referenced in Section 8.2(f). (c) For -Rent Affordable Units. For a period of five (5) years following the date the certificate of occupancy is issued by the County for each for -rent affordable unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"), such units shall be rented to households with incomes less than the Affordable Unit Qualifying Income. No for -rent affordable unit may be counted more than once towards the number of for -rent affordable dwelling units required by this Section 8.2. (i) Conveyance of Interest. All deeds conveying any interest in the for -rent affordable units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this Section 8.2(c). In addition, all contracts pertaining to a conveyance of any for -rent affordable unit, or any part thereof, during the Affordable Term, shall contain a complete and full disclosure of the restrictions and controls established by this Section 8.2(c). Prior to the conveyance of any interest in any for -rent affordable unit during the Affordable Term, the then -current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this Section 8.2(c)(i) have been satisfied. X. ACCESS TO ADJACENT PROPERTIES 10.1 Dedication of Right -of -Way -Extension to Parcel 22E. Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve the fifty (50) foot wide right-of-way located within the area shown on Sheet B and identified as a "50' R.O.W. Reserved for Future Dedication" connecting a right- of-way from the proposed middle entrance road into North Pointe to the southern property line of Tax Map 32, Parcel 22E ("TMP 32-22E"). Prior to the issuance of a building permit for Building 32 as shown on the Application Plan, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32-22E shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the access road serving Building 32, the Owner shall construct the intersection curb radii or the road serving TMP 32-22E and extend construction of such road for at least a minimum of one hundred (100) feet from Northside Drive East. The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. Owner shall grant temporary construction easements as determined necessary by the County Engineer to allow for the road to be extended to TMP 32- 22E, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road has been completed. 10.2 Access to Tax May 32A Section ct on 2, Parcel 4 (current Northwoods Mobile Home Park Property). Unless the dedication of public right-of-way and the construction of such street are required in conjunction with the approval of a subdivision plat under Albemarle County Code § 14-409 and related sections, or their successors: Owner shall reserve an area in the location labeled "50' R.O.W. Reserved for Future Dedication" at the eastern end of the main commercial access road from U.S. Route 29 on Sheet B for access to Tax Map 32A, Section 2, Parcel ("TMP 32A-2-4"). Prior to the issuance of a building permit for Building 6 or Buildings VI through V6, each as shown on the Application Plan, whichever is earlier, Owner shall record in the Clerk's Office of the Circuit Court of Albemarle County, a current, irrevocable deed of dedication dedicating to public use for road purposes, the area labeled "50' R.O.W. Reserved for Future Dedication." Owner acknowledges that if it is not part of a subdivision plat approved by the County, such offer of dedication must be first reviewed and approved by the Board of Supervisors and accepted by the Board. Such deed of dedication shall include the following conditions: (i) that TMP 32A-2-4 shall have been upzoned; and (ii) that prior to its use for road purposes, there shall have been (ii) Annual Reporting. During the Affordable Term and within ninety (90) days following the end of each calendar year, the then -current owner shall provide to the Albemarle County Housing Office a certified annual report of all for -rent affordable units for the immediately preceding year in a form and substance reasonably acceptable to the County Housing Office. Subject to all federal, state and local housing laws, and upon reasonable notice during the Affordable Term, the then -current Owner shall make available to the County at the then -current Owner's premises, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. (d) Carriage House Units, Carriage House Units shall meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, shall be on the same parcel as the primary dwelling unit to which it is accessory, and shall not be subdivided from the primary residence ("Carriage House Units"). The subdivision restriction shall be included on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. (e) Each subdivision plat and site plan for land within the Property which includes affordable units (which, for this Section 8.2(e) shall include Moderately -Priced Units) shall designate the lots or units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate affordable units as described herein. The first such subdivision plat or site plan shall include a minimum of three (3) such affordable units. Thereafter, and until the total number of affordable dwelling units proffered hereunder shall have been fulfilled, the Owner shall provide a minimum of three (3) such affordable dwelling units per year. Each final subdivision plat and final site plan also shall include a running total of the number and percentage of affordable units previously provided and proposed to be provided by the subdivision plat or site plan. For purposes of this Section 8.2(e), such units shall be deemed to have been provided when the subsequent owner/builder provides written notice to the County Housing Office or its designee that the unit(s) will be available for sale, as required by Section 8.2(f) below. In the event that the Owner provides more than three (3) affordable dwelling units in a single year, the Owner may "carry over" or "bank" credits for such affordable units, such that the additional affordable units which exceed the minimum annual requirement may be allocated toward the minimum number of affordable units required to be provided for any future year. The maximum number of affordable units that may be carried over or banked shall not exceed twelve (12) per year. Notwithstanding the terms of this Section 8.2(e) to the contrary, upon the written request of the Owner, the County may authorize an alternative process and/or schedule for the provision and/or delivery of such affordable units upon a determination that the request is in general accord with the purpose and intent of Section 8.2 and/or otherwise furthers the goals of providing affordable housing in the County. (f) All purchasers of the for -sale affordable units shall be approved by the Albemarle County Housing Office or its designee. The subsequent owner/builder shall provide the County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the affordable unit. The ninety (90)-day period shall commence upon written notice from the then -current owner/builder that the unit(s) will be available for sale. If the County or its designee does not provide a qualified purchaser who executes a contract of purchase during this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s), provided, however, that any constructed on the land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the time of the construction of the roundabout serving Building 6 and Buildings V 1 through V6 the Owner shall construct the intersection curb radii and extend construction of the road for a distance of at least thirty feet beyond the roundabout. The Owner shall also place at the end of such extended road, a sign, approved by the County, advising and notifying the public that such right-of-way is the location of a future road extension. After dedication and before the conditions of the dedication have been satisfied, and if requested by the County, Owner shall maintain the dedicated land until requested by the County to no longer do so, subject to the Owner's right to exclusive use of the dedicated land for park, recreational, and/or greenspace purposes. Upon being requested by the County, Owner shall cease all use and maintenance of the dedicated land and remove all improvements established by Owner (if any) that the County requests be removed. Owner shall grant temporary construction easements as determined necessary by the County Engineer to allow for the road to be extended to TMP 32A-2-4, which construction easements shall be on Owner's property and outside of the dedicated right-of-way, and shall be established by the applicable site plan. No improvements shall be located within the temporary construction easements until construction of such road has been completed. XI. SIGNATORY 11.1 Certificate. The undersigned certifies that it is the only owner of the Neighborhood Investments Property, which is the subject of ZMA 2013-00014. 11.2 The Owner. These proffers shall run with the Property and each reference to Owner within these proffers shall include within its meaning, and shall be binding upon, Owner's successor(s) in interest and/or the developer(s) of the Property or any portion of the Property. (Signature Pages Immediately Follow) unit(s) sold without such restriction shall nevertheless be counted toward the number of affordable units required to be provided pursuant to this terms of this Section 8.2. The requirements of this Section 8.2 shall apply only to the first sale of each of the affordable units. (g) The County shall have the right, from time to time, on reasonable notice and subject to all applicable privacy laws, to inspect the records of Owner or any successors in interest for the purposes of assuring compliance with this proffer. (h) Cash Proffer. THIS PROFFER HAS BEEN SATISFIED. Within sixty (60) days after the Board of Supervisors approval of ZMA 2000-009, the Owner shall cause to be contributed three hundred thousand dollars ($300,000) cash to the County of Albemarle for the Albemarle Housing Initiative Fund or such other similar fund as may be established or authorized by the County. The contribution shall be to fund affordable home ownership loan programs within the Project and other areas of Albemarle County, including those provided by non-profit housing agencies such as the Piedmont Housing Alliance, Habitat for Humanity, and the Albemarle Housing Improvement Program. If such cash contribution is not expended for the stated purpose within five (5) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. IX. EDUCATIONAL AND OTHER PUBLIC FACILITIES 9.1 Elementary School Site. Within two hundred seventy (270) days following request by the County, Owner shall dedicate to the County the land shown on the Application Plan as "Elementary School 12.85 Acres Schematic Layout", consisting of approximately 12.85 acres (or a smaller portion of such land in the County's sole discretion) (the "School Lot"). Prior to dedication, the School Lot shall be graded and compacted by Owner to a minimum of 95% compaction as measured by a standard Proctor test with suitable material for building construction as certified by a professional engineer or as otherwise approved by the County Engineer to establish a fully graded pad site to accommodate an elementary school. The recreational field improvements shown on the Application Plan shall be fine graded and have top soil and soil amendments added, and the mains for an underground irrigation system serving the recreational fields shall be installed. Such improvements shall be reasonably equivalent to those existing at the recreational fields at Baker -Butler Elementary School, exclusive of any above ground improvements. The pedestrian pathways as shown on the perimeter of the School Lot on the Application Plan shall be reflected on the subdivision plat prepared by Owner creating the School Lot and the pathways shall be installed when the site is graded for the recreation fields. The Owner shall provide all utilities to the School Lot. The dedication shall include easements across Owner's land for access to and use of Storm Water Basins 5 and 10 shown on the Application Plan, together with all temporary construction easements to allow Stormwater Basin 10 to be redesigned and enlarged, if necessary, to accommodate the School Lot stormwater..The School Lot shall be used as an elementary school site, but if the County determines that the School Lot will not be used as an elementary school site, it shall be used by the County for park and recreational purposes serving both the North Pointe community and the region. If the County does not request that the School Lot be dedicated by the later of December 31, 2016 (which December 31, 2016 deadline may be extended by written mutual agreement of the Owner and the County), or three (3) years after the issuance of the first residential building permit within the Project, the Owner shall be under no further obligation to dedicate the School Lot for This Proffer Statement may be signed in counterparts and/or via facsimile with the same full force and effect as if all signatures were original and on one document. Date: J 11 COMMONWEALTH OF VIRGINIA CITY OF RICHMOND NEIGHBORHOOD INVESTMENTS - NP, LLC By: By: William H. Shewmake Its: Agent The undersigned Notary Public in and for the jurisdiction aforesaid hereby certifies that William H. Shewmake as Agent for Neighborhood Investments - NP, LLC signed the foregoing Proffer Statement bearing the date as of 'rhoiraAS 2014, acknowledged the same before me in my jurisdiction aforesaid on behalf of said limited liability company. Given under my hand this °Z day of //ft Qre Alt , 2014. My commission expires. e� Notary Pu lie 44i ' [SEAT.] oil, r J. -` ...c:z;•,J�� Notary Registration No.: _ •n c 7. va :' Z O F�1 U) 1\�1 W SCOTT R. COLLINSZ Lic. No. 035791,a z o_ a U U LU w 0 Z 0 m w w a 0 W W Z J J U J E m m J Z 00 co ti c� c0 D7 N c`7 N O N N Q > W J J_ > W 0 Q U z Q J LLJ t--r U) J Q L_ L�U/ LL Q J Q H4 z UJ l) t._4 LU UJ O z U) W LL LL JOB NO. 152116 SCALE AS SHOWN SHEET NO. 3 0 Fa r-rtr• COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4012 continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches (1'//' ) to two and one half inches (2V2" ) caliper and evergreen trees ranging from four feet (4') to sic feet (6') in height; 9. All of the above -noted landscaping shall be shown on the road plans submitted for Northwest, Passage. The plans shall include a complete planting schedule keyed to the plan. The plans are subject to approval of the Design Planner; 10. Design details of the retaining walls, including column cap design, pier design, stone finish, other materials, etc., plant size and planting configuration shall be shown on the road plans and are subject to approval of the Design Planner; and 11. If the use, structure, or activity for which this special use permit is issued is not commenced within sixty me months after the permit is issued, the permit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. n �c'1 E 'vamNxa COUNTY OF ALBEMARLE Department of Community Development P P 401 McIntire Road, Room 227 Charlortesvillc, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 9n-4mz Wagner Page 2 of B August 23, 2006 (40) single family detached residential units in any year (including any year prior to the date of approval of the first commercial building permit), the excess lots shall be credited to the lots required in subsequent years. 3. Conservation areas. The conservation areas shown on the Application Plan shall remain undisturbed and shall be protected from development impacts to the satisfaction of the Wagner Page 3 of 8 August 23, 2006 A. Open space areas not dedicated to public use shall be for the use and enjoyment of the residents of the Project, subject to the restrictions that may be imposed m any declaration recorded as part of a conveyance of these areas to a homeowner's association. Open space areas dedicated to public use shall be for the use and enjoyment of the public, including the residents of the Project. County's program authority for the Water Protection Ordinance (Chapter 17 of the "Program B. No structural improvements other than utilities, pedestrian and biking trails, and March 13, 2007 Albemarle County Code) (the Authority"); except that the pedestrian paths common area amenities such as playgrounds, picnic areas, hardscapes, and PAR Please be advised that although the Albemarle County Board of Supervisors took action on the August 23, 2006 shown on the Application Plan may be placed in a conservation area where shown on the exercise equipment shall be established and maintained in the open space areas. project noted above, no uses on the property as approved above may lawfully begin until all Application Plan. Storm drainage outtalls and other pedestrian paths may only be placed Valerie W. Long applicable approvals have been received and conditions have been met. This includes: in conservation areas if the Program Authority finds that no other location is reasonably 6. Aggregate set aside for open -space related areas. In no event shall the total area of Williams Mullen Donald J. Wagner available and that the disturbance is necessaryfor such a proposed use. P p iti open -space related areas comprised of the conservation areas (Condition 3), 321 East Main Street, Suite 400 • compliance with conditions of the SPECIAL USE PERMIT; GEMC & Riverbend, LP Notwithstanding the terms of this Condition 3 to the contrary, the Program Authority may 'd conservation areas with utilities (Condition 4), open space (Condition greenway Charlottesville, VA 22902 • approval of and compliance with a SITE PLAN; and PO Box 5526 approve a utility main within a conservation area, even it is not shown on the (Conditions 5 and 7), and landscaped buffer areas (Conditions 5 and 8) shown on the • approval of a ZONING COMPLIANCE CLEARANCE. Charlottesville, VA 22905 Application Plan, and the Program Authority may approve other disturbances and/or y_ P ( o ) Application Plan, be less than a total of thirty-five argent 35 /o of the total land within measures as may be appropriate in the Program Authority's discretion to further protect a the Project to be developed for residential uses, as shown on Sheet G to the Application RE: SP 2006-034 North Pointe- Stream Crossing (Sign #g) In the event that the use, structure or activity for which this special use permit is issued is not commenced conservation area. Plan entitled "Open Space and Green Way Plan," dated March 6, 2006 ("Sheet G"). Tax Map 32 Parcel 22K within sixty (60) months from the date of Board approval, it shall be deemed abandoned and the permit RE: ZMA-00-009 North Pointe PD-MC (Signs #97, 98, 99) terminated. The term "commenced" means `construction of any structure necessary to the use of the AND 4. Conservation areas with utilities. The conservation areas with utilities shown on the 7. Rivanna greenwaylaccess. The Owner shall reserve for dedication to public use a permit." A Ilcation Plan shall remain undisturbed and shall be protected from development Application P p greenway along the boundary of the Project and adjacent to the Rivanna River, between Dear Ms. Long: g SP-02-072 North Pointe Residential Uses (Signs #97, 98, 99) impacts to the satisfaction of the Program Authority; except that: P 9 Y, P the flood plain line and a preservation area (hereinafter, the "greenway") as shown on If you have questions or comments regarding the above -noted action, please do not hesitate to contact Tax Map 32 Parcels 20, 20a, 20al, 20a2, 20a3, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, Sheet G. On February 14, 2007, the Albemarle County Board of Supervisors took action on SP 2006-034, North Sheri Proctor at 296-5832. 23 f, 23g, 23h, 23j and 29i A. The streets and pedestrian paths shown on the Application Plan may be placed in a Pointe Stream Crossing, to allow fill in the floodplain of Flat Branch Creek for a road crossing to provide conservation area with utilities where shown on the Application Plan. Other AThe Owner may grant such utility easements across the greenway as are required for A. access for residential development on Tax Map 32 Parcel 22K in the Rivanna Magisterial District. This based following Sincerely, _ - pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, and/or a forced main utility and for the proposed uses shown on the Application Plan, each special use permit was approved on the conditions: ` Dear Mr. Wagner: stream mitigation measures may only be placed in a conservation area with utilities if the Program Authority finds that no other location is reasonably available and the with the prior written consent of the County. Erosion and sediment control structures be within a solely to address impacts from I. County and VDOT approval of the final lane configuration for the Northwest Passage the Your disturbance is necessary for such In the and measures shall permitted greenway over The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, 2006. a proposed use. any event, construction, authorized land disturbing activity within the greenway, except as otherwise requested stream crossingwith the final road plans; P V. Wayne imberg rezoning from RA Rural Area to PD-MC Planned Development Mixed Commercial was maintenance and use of the improvements shall have the minimum environmental by the Owner and approved by the Program Authority. 2. Comfy and VDOT approval of final design plans and hyc rologic/hydraulic computations for the Director of Planning approved in accordance with the attached proffers dated July 20, 2006. An application impact on the conservation area with utilities necessary for the improvements to be stream crossing; of development dated June 13, 2006 was approved as art of the rezoning. Please plan/plan P PP P 9 established and maintained, and the long-term impacts shall be adequately mitigated g P q Y 9 B. The Owner shall dedicate to public use the greenway and all pathways shown through 3. The applicant must obtain a map revision, letter of revision, or letter of amendment as required refer to these documents for any future applications and requests on this property. Nothing this condition shall be construed to obviate the requirements established land depicted on Sheet G as "Greenway"; provided, however, that the property from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all V WC/aer for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute owners within the Project shall have access to and over such pathways at all times correspondence; 4. County approval ofa grading and an erosion and sediment control plan prior to the issuance of a On August 2, 2006, the Albemarle County Board of Supervisors also took action on SP 2002- 072 North Pointe to allow Residential Uses on Tax Map 32 Parcels 20, 20a, 20al, 20a2, 20a3, a waiver of such requirements. the pathways are open to the public. The greenway and pathways shall be dedicated either upon the request of the County, or in conjunction with the platting of the permit for modification of the existing stream crossim • grading P g 8� Cc: North Pointe Charlottesville, LLC 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i in the Rivanna Magisterial B. Erosion and sediment control structures and measures shall be permitted within a residential lots adjacent to the section of the greenway to be dedicated. If the 5. Natural Resources Manager royal of a stream buffer mitigation Ian nor to the issuance of 8 PP Ba P P C/O Great Eastern Management Co. District. This special use permit was approved based on the following conditions: conservation area with utilities sole) to address impacts from authorized land Y p greenway and pathways are dedicated by platting, the greenway and pathways shall grading permit for modification of the existing stream crossing; P.O. Box 5526, Charlottesville, VA 22905-5526 disturbing activity within such area, unless otherwise requested by the Owner and be set apart on the plat for public use with a notation that the greenway and pathways 6. Provide an informal planting of mixed free and shrub species and sizes to compensate for "proposed 1. Residential mix. The dwelling units within the Project shall consist of the following three approved by the Program Authority. are dedicated for public use. If the County accepts dedication of the lake referenced removed vegetation, and low -growing plants to stabilize slopes in the landscaping "Proposed Virginia Land Trust; Charles Wm Hurt & Shirley L Fisher Trustees types: (a) single-family detached, including carriage house units; (b) multi -family; and (c) in section VI of the Proffer Statement for the Project (ZMA 2000-009), upon request areas" shown on the plan submitted for ARB review entitledEntry Layout with P 0 Box 8147, Charlottesville VA 22906 other (consisting of townhouses, duplexes, attached housing, condominiums in the C. The Program Authority may approve other disturbances and/or measures as may be b the Count the Owner shall dedicate to public use the access pathway east of the Y Y Landscaping North West Passage Intersection @ Route 29 North" with revision date of 12-04-06. commercial areas and any other unidentified housing types). The minimum number of appropriate in the Program Authority's discretion to further protect a conservation , middle entrance and leading to Flat Branch as shown on Sheet G. 7. Provide large shade Imes on the north and south sides of Northwest Passage, along the sidewalk Amelia McCulley each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. area with utilities. and space reserved for the sidewalk, two and one half inch (21W') caliper minimum at planting, forty feet (40') on center, for a minimum distance of four hundred feet (400') from the existing Tex Weaver Chuck Proctor 2. Phasing residential units. Beginning from the date of approval of the first commercial 5. Open space. The Owner shall restrict from development pment all open space areas C. Access easements to the Rivanna River shall be provided as shown on the Application Plan for the benefit and use by property owners within the Project. PP edge of pavement of Route 29 North; Sheen Proctor building permit, the owner shall record subdivision plats creating a minimum of forty (40) a designated as greenway, buffer areas and park areas shown on the Application Plan. 8. Provide trees in the median of Northwest Passe beginning ge,at the point closest to Route 29 North that can be approved by VDOT and extending for a minimum distance of four hundred feet lots for single family detached residential units each year thereafter until plats have been creating lots fora minimum of two hundred (200) single family detached This condition shall not apply to development parcels, conservation areas, and conservation areas with utilities shown on the Application Plan. D. The Owner shall be responsible for the costs of drafting the deeds of dedication, (400') from the existing edge of pavement of Route 29 North. The planting shall take the form of recorded residential units. If the owner records subdivision plats creating lots for more than forty having required surveys conducted and plats prepared, and recordation costs. Wagner Page 4 of 8 August 23, 2006 6. Landscaped buffer between residential areas and rural areas. Before the County issues a certificate of occupancy for the first dwelling unit constructed on any of the lots shown on the Application Plan abutting the areas shown on the Application Plan as "Open Space Buffer 30' " along Pritchett Lane Lots A1- 8-2 - 6 H 0. L15 34 and N2- P ( ) 9 ( 5 the Owner shall establish and thereafter maintain a heavily vegetated buffer in the openspacebuffer common areas. The buffer, where one does not already exist, shall be planted in accordance with a landscaping plan approved by the County. The landscaping plan shall include the following:i n info rmal pima mix of screening trees loosely staggered, fifteen ) 9 men 15 Y 99 ( ) feet on -center ii the same species of screening trees shall b I , O P g e clustered in groups and alternate groups of screening trees shall be provided to create a naturalistic rural landscape; (iii) large and medium shade trees shall be interspersed among the screening trees; (iv) clusters of ornamental trees shall be provided in groups of 3's and 5's; and (v) tall shrubs shall be masse d to het integrate the proposedplantings into a natur ' P 9 P Pnaturalistic rural landscape. The fe atures matures described in (i) through (v) herein define a "naturalistic rural landscape." Approved plant species shall be obtained from the Albemarle County Recommended Plants List and the buffer design shall be subject to the review and approval of the Director of the Department of Community Development. The Owner shall maintain the buffer. 9. Extensions. Unless the dedication of public right-of-way a and the construction P 9 on of such Y streets or accesswa s as applicable, r required a e in con unction with Y . PPth the approval 1 al of a PP subdivision tat under Albe marle Count Code 14-409 and d related sections Y § or their successors the following streets or accessways, as applicable, shall be constructed and rights -of -way shall be reserved for dedication to public use as provided herein: A. Extensions to Prit chett Lane. The Owner shall design s gn and construct as emergency access ways extensions to Pritchett Lane within the fifty (50) foot wide rights -of -way located between Lots H-9 and H-10 and Lots L-16 and L-17, respectively, as shown on the Application Plan, subject to the following: 1. The emergency accesswa s shall be designed g Y y g and graded to accommodate a minimum Virginia Department of Transportation standard for a public street as determined by the County Engineer, and constructed using pervious parking pavers or other materials sufficient to support fire and other emergency vehicles, but that support grass or other ground cover, in conjunction with the construction of the streets serving Lots H-7 and L-14, respectively. 2. The fifty (50) foot wide rights -of -way shall be dedicated to public use upon request by the County, together with all necessary right-of-way for the fifty (50) foot wide rights -of -way to be geometrically connected to adjoining streets as approved by the County Engineer. 3. If requested by the County within ten (10) years after the first certificate of occupancy is issued for a dwelling unit within the H or L sections shown on the Application Plan, and after the property on the east side of Pritchett Lane opposite the respective emergency access ways has been upzoned, the Owner shall convert and upgrade the emergency access ways to the applicable Virginia Department of Transportation public street standards for acceptance into the state highway system. Subject to weather delays or force majeure, the construction of Wagner Page 5 of 8 August 23, 2006 the upgrades shall be completed for such acceptance within one hundred eighty (180) days after the request by the County. B. Exten sion to Tax Mao 32 Parce123H1. In the event that any of the residential units within the Project adjacent to Tax Map 32, Parcel 23HI are developed under a site plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23HI by way of two streets within the fifty (50) foot wide rights -of -way located as shown on the Application Plan and identified ed b the notation "R. O.W. Reserve for Y d o Future Dedication," adjacent to the church property identified as Tax Map 32, Parcel 23HI that fronts on Pritchett Lane. The exact location of the rights -of -way shall be fixed by the applicable final site plan. 1. The streets sha ll be designed and constructed to applicable Virginia a Department a rtment of Transportation public street standards. The streets shall be constructed in conjunction with the applicable final site plan, or at such other time authorized by the County Engineer under such terms and conditions the County Engineer determines to be appropriate, including the requirement that the Owner provide adequate surety or other guarantee that the streets will be constructed and maintained until accepted into the state highway system. 2. The streets t eels shall be constructed st ucted as close o t the property line between the Project and Tax Ma 32 Parcel 23HI a s determined b the e Count Engineer ear to be Y Y feasible 9 without obtaining offsite construction easements. The rights -of -way shall be graded as close as possible to the Project property line. 3. To allow th e e completion of street p t met improvements to and beyond the Project property line, temporary construction easements on the Owner's property and outside of the rights -of -way to be dedicated shall be reserved on the applicable final site plan. The site plan also shall include a note stating that no improvements shall be established within h n the reserved are a. Within ninety (90) days after request by the County, the easements shall be granted. No improvements shall be located within the temporary construction easements until the construction of the street improvements onto Tax Map 32, Parcel 23HI has been completed so that the need for the temporary construction easements no longer exists. 4. Within ninety (90) days after request by the County after Tax Map 32, Parcel 23HI has been u zoned the Owne r shall dedicate e to public use the streets and rights -of - way and offer the street for acceptance into the state highway system. 10. Overlot grading plan. For all subdivisions with lots less than 15,000 square feet in size and not otherwise requiring a site plan, a lot grading plan ("Overlot Grading Plan") must be approved b the Count Engineer pP ineer riot to th Y Y e Issuance of 9 P a building permit for a new residence on any such lot(s). The Overlot Grading Plan must satisfactorily demonstrate compliance with all Erosion and Sediment Control requirements for drainage conveyed across such lolls), An "Agreement in Lieu of a Plan" will be allowed for building permits, provided the general drainage patterns and grading matches that shown on the Overlot Grading Plan. The Overlot Grading Plan may be revised at any time by the subdivision developer or individual lot owners, provided all work can be accomplished within their Wagner Page 6 of 8 August 23, 2006 property lines or within available easements. All amendments shall be subject to the review and approval by the County Engineer, A. The Overlot GradingPlan shall be drawn to n r scale of eater than one 1 inch equals uals 9 O q fifty (50) feet, with all proposed grading shown at contour intervals not greater than two (2) feet interpolated and shall demonstrate to the satisfaction of the County Engineer that: i. All concentrated runoff is conv eyed e ed across lots using vegetated w Y g g sales or underground drainage structures in a manner that does not result in flooding of buildings or erosion as a result of the grading. For the purposes of this requirement, Flows from roof downspouts will be considered concentrated flows if not adequately dispersed before reaching 9 the property line. 2. Overland relief is assured in h v the event that drainage structures do not function. Overland relief will be considered s dared satisfied if buildings are designed to have finished floors at least one (1) foot above low points for any drainage area which includes the house. With dams and it slm ar impoundments, this should be measured from the top of the dam. B. The Count Engineer ear may allow other drainage structures t uctures e. ri ra ditches Y 9 Y where 9 ( 9, riprap it has been determine d this change will not significantly imp act usable aids e. . 9 9 Y P Y ( g, cobblestone Swale next t a driveway), o d ewe where slopes are too Y), P steep for vegetated swales (e.g., steeper than 33% grades), or where the change would better mitigate impacts on adjoining properties (e.g., matches offsite drainage structure). C. Public drainage across ss ots shall be in storm sewers except open drainage ways may be allowed if the plat restricts construction of a building within fifty (50) feet of a proposed open drainageway. If a storm sewer is used across lots, easement widths must be sufficient to allow excavation wit h 1:1 side slopes on the trench, e sufficient room on one side of the tren ch to stockpile excavated materials, sufficient room o Pn the opposite side of the trench to allow for movement of materials, and adequate room for a backhoe boom to swim Fences, g F n es, walls, driveways, and other uses are not allowed within the easements, except where a "hold harmless" clause is included in the easement agreement. D. No surface drainage may flow r ow across more than three 3 I - 9 lots or one-half 1/2 acr e, re whichever is greater, before being collected in a storm sewer or directed to a drainage way outside of the lots. E. Retaining walls higher than four (4) feet (measured from the top of the face to the round on the downhill side shall b desig ned red b a professional 9 ) al engineer to assure 9 Y P e 9 long-term stability, Retaining walls building g using a VDOT standard or a pre- engineered product that includes certification are not required to provide a separate professional engineer's certification provided the building contractor provides an affidavit that the wall was constructed consistent with the standard. Retaining walls higher than four (4) feet in useable yards or places where the public might walk must include a railing similar in design to what is required for elevated decks. In circumstances where it is questionable whether a railing is required, the County Wagner Page 7 of 8 August 23, 2006 Engineer will make the determination. The builder must provide evidence of the ability to maintain any retaining wall which could not be maintained without the use of adjoining property. F. Except for the main entrance to the dwelling, which shall be governed by Condition 10 (G), the Plan shall demonstrate that an area at least five (5) feet in width, or to the lot line if the distance is less than five (5) feet, from any possible doorways to dwellings as shown on the Pl an or from the edg es of an rode le vel patios a 9 Y 9 s shown on the P Plan that will not be served by a stairway, has grades no steeper than ten percent (10%) perpendicular to the exterior wall. G. In lieu of the foregoing provisions, the grading plan for the residential units located in the southeaster n portion of the Project as shown Pon the Application Plan shall be included as part of the site development plan application for the appurtenant commercial area as shown on the Application Plan. H. Any requirement of this condition may be waived by the County Engineer by submitting a waiver request with the preliminary plat. If such a request is made, it shall include: (i) a justification for the request contained in a certified engineer's report; (if) a vicinity map sho wing a larger street et network at a scale no smaller than one 1 inch equals six hundre d ed 600 feet iii q a conceptual ( )Ian at a s ( )tale no smalle r er than one 1 inch equals two hundred () d ed 200 feet sho wing owin surveyed ( ) boundaries s of the property; (iv) topography of the property at five (5) foot intervals for the property being subdivided and on abutting lands to a distance of five hundred (500) feet from the bounds line or a lesser dis tance determine d ed to be sufficient c ant by the agent; enT v the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. I pp n reviewing a waiver request, the County Engineer shall consider whether the alternative proposed by the Owner satisfies the purpose of the requirement t to be waived to eq at least an equivalent valent degree. In approving q 9 a waiver, the e 9 , Count Eng ineer g ineer shall find that requiring compliance with the requirement of this condition would not forward the purposes of the County's Subdivision and Water Protection Ordinances or otherwise serve the public interest; and granting the waiver would not be detrimental to the public health, safety or welfare, to the orderly development of the Project, and to the land adjacent thereto. L The Owner e may request that the Plan be Y q amended at any time. All amendments shall be subject to the review and approval by the County Engineer. 11. Sanitary sewers. All residential uses shall be served by gravity sanitary sewers; however, basements may be served by grinder pumps. In addition, the Board approved the following WAIVERS: 1. Section 21.7 minimum yard requirement waiver to allow for alternative setbacks in accordance with the application Plan; and 2. Section 4.2 of the Zoning Ordinance related to critical slopes, as shown on the application Plan. Wagner Page 8 of B August 23, 2006 Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. 9 PP PP This includes: • compliance with applicable PROFFERS; • compliance with conditions of the SPECIAL USE PERMIT' • approval of and compliance with SITE PLANS AND/OR SUBDIVISION P pp p () LAT(S); and • approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use structure or activityfor which this special use permit is issued is no p p t commenced within twenty-four 24 months from the date of Board approval, it shall be deeme d Y ( ) PP abandoned and the permit terminated. The term "commenced" means "construction of n p c any structure necessary to the use of the permit." If you have questions or comments regarding the above -noted action y q g g ,please do not hesitate to contact Sherri Proctor at 296-5832. Sincerely, V /nuLS V. Wayne iC )imberg Director of Planning VWC/aer Cc: Violet Hills Association etal C/o Greater Eastern Management Co. Post Office Box 5526, Charlottesville, VA 22905 Amelia McCulley Tex Weaver Chuck Proctor Sherri Proctor Steve Allshouse Sarah Baldwin Bruce Woodzell Real Estate) ) V/ Z ,0 V/ H W SCOTT R. COLLINSZ Lic. No. 035791,a z O a U O LU W Z O in K Fir J J U J r E on to J H Z 00 ce' ti ti C3) ti C'7 M N 4 C'7 1 N CD (Y) N N U�J/ LL VJ J it —I G z w W L.L V / W J V /UJ LU ``�^^ vJ 2 LL 0 z LU z 0 JOB NO. 152116 SCALE AS SHOWN SHEET NO. 3A \ \ - TH 0�,h TMP.03200-_00-00-b2300 O �VIOLET HILL ASSOCIATES s.s ZONED PLANNED DEVELOPMENT MIXED COMMERbAL 0SCOTT R. COLLINSI? o i 9$s8 ACRES U Lic. No. 035791 \ , r IPF � b I � °mo a w�/ Ln p -- - I�I�///// \ \ —eo- 0 PROJECT PARCEL \1 - - _ ' A V U r BOUNDARY 7 A� r >> �• �,//� / V O Z w z � w O O O � 1 2 J PROPOSED SWIM FOREST OPEN/ SPACE CONSERVATION AREA � �N � / ` � � � O / � � g 0 Z TYP. w °; T / � ( ) r - U f cS Q O Ul Ca V) U) U z a z O ¢ w .. a Q 0 / f ✓ ~ 0 w z O O m F \ H ¢ cl: Lu o / 1 W �� —� RAP°R / ' / i / / �� r•� A \ 34„�IPE // i �� �j "� �/ PRESERVED STEEP SLOPES-' / / V A i� •'/' PER ALB. COUNTY GIS(TYP.).' �` / - '- // �� �- r ' / ' Cana / N TMP 03300-00-00-01500 / � � �-�'� � NEXT GENERATION L.L.C. / / — �.- z / ZONED RA RURAL AREAS �/� ��_ _ PEMALB.000TEEP S TYR '� rn� I / I!����� i� / ��/ / / _ NTY MANAGED STEEP SLOPES / ( ) -'� 100' STREAM BUFFER \ - / / / lI / / / //3 ,.�� / .�' _ - --, -- / 100-YEAR i PEPRESERVED STEEP R ALE. G S SLOPES �� /r� 41��� �� ��L�O�ODPLAIN �I 0 W J�V�or �'�/� �' _ �- �I CM �z�'I I �1 EXISTING TREELINE-4.0�///� J _ - - l ppC (WOODED AREA WITH REEN AND US- HARDWOODITREOES) / qq7 �� i y,.l ^,� �� ✓��oD ,. e'er /� / �... - /. ie �" A7 V V / " \ \ i �� i 11 ��/ ��� � - - - 's°�i� �// / 0 r �_,• ELEVATION 392 (] - -/ _ - I / � � ATE DAM BREAK INUNDATION ZONE CV v v v I III l� `� i �� / , ; �/ i �i- % �� .r -CN �_'-row' / I I � ( / � / / ; . � 1 /� '. \ a w W _EXISTING TREELIKE / \\��° N< a ,P� / / '�� s / \ / WOODED AREA WITH $ I / _ / I f 1 C) _ _ 1 \ {�f Z' / v HARDWOOD TREES) EVERGREEN AND DECIDUOUS I I ° — — / j /,..� ;. r� W'o `�, o z - / i I - Lu Q o 1 _ PRESERVED STEEP SLOPES o -- / /� �/ �i m �PER ALB. COUNTY GIS (TYP.) /� - - - - - ' ' / // / -� j� / %1' i/ / \ O`er I (J' ' t �� .O�,Q -�'/�� III //�;�- i o / t 460 NEIGHBORHOOD IN MENTS-NP,LLC / r// U) 52 /r� id �� ANo /� /L, DB 3929 PG 0 /f, �'� / '� /, y m o �- ��// �� % %� — o MANAGED STEEP SLOPES _ "� �---•�s• `.,O-Z -I n ZONED PD-MC z \ \ i%/ W s, PER ALB. COUNTY GIs TYP. (PLANNED DEVELOPMENT" MIXED COMMERCIAL) / �� / # w 0 // // /- \IRS/ i IRS ) �ZN / ` 450---39.991 "ACRES /� // / �J,J `o 1 \ \ �� �i✓- �� �� �� �� / / /� - / /� N 21'00'46' E j - s� .- �uo.i -- / • s1 _.,/ /L9 a — / / - _ VACANT RESIDENTIAL LANK- w ' / / /�' / 0 s - - C� DEMO AND REMOVE EXISTING 18" CMP - / / ' _ - / •� - { EXISTING STRU - - •_.- o rB \ - / o^ TO REMAIN UNDISTURBED Z \\ �TIME 3 00-00-00-022K1 / / / z - CULVERT BEFORE FINAL - '� �']0-- - _ / ' -/ 7 / - �� �� 1 i. _ -r KORE COMMUNITY CHURCH GRADINGISCOMPLETED / - - / / �- - �.100'STREAM f 9�'7/ ( • � - \ - - / ` ZONtU RA RURAL 'AREAS / // � � � — -- A\ BUFFER, 5.21 `ACRES V - _ ——_' �� ' = = .-�„�, 0 ` — ---_ J / i /1 O - v v� _Lu azoLu �ORIG NI AL100-YEAR / . it �'f -- /� / / - �"-��_ w-awr--.� �� ��° o �� >' �i — r� — //�/ / I -- - v ° ° �I — E _ - ---- — FLOODPLAIN / ° \ I V A\ .STATE DAM BREAK INUNDATION ZONE_� I - ___. __ - - -_ - n e ° I n X 1 ` \ �'' s STATE DAM BREAK INUNDATION ZONE = ' i AMENDED100-YEAR- . - - _ _ _ J 7 /// \ -ate_ - /� 1 U) o AT ELEVATION 392 /' ,' \ - �� - ' '� \ I \ _ / © PRIVATE 30' �' �. - - - FLOODPLAIN APPROVED_ _ _ _ V _ -_. - {{ _ �- . . AT ELEVATION 392 / _ WITH CLOMR (/� % / — ��:.. - - --_ _ _ _ _ V I I PROPOSED SWIM FOREST OPEN/....... - _ o� 6�ACCESS EASEMENT 41a _ - / --_^�� / J. _ - 40�-_ _ �--� '�� \ o _ _ - _ A I z III I - ---- V' - �\_ EXISTING UNDERGROUND - - - Lu DB 1663, PG 648 I �5i W J - I SPACE CONSERVATION AREA iso .-' i i - -� : - - - - i n T (" - ' f [�_ �� - - -� - w 1 i - - "r mv�oa.� �,.. A00-• UTILITY TO REMAIN - �V A�V LLJ z I III I (TYP.)_ / /RARY CONSTRUCTION - \/ I (�I��vI I\I/ vIIVI / / I I I I v II�III�II �;II I I i �-���\ � ,. `� A A�\��14_.-3. 9-�- --- - --�-_ ��-rofDNO--i _/]' a" '\ •/' - �/ �-' .S- ---. a__ - '•IS'Cy_ 90 _'---"..,- '-k. - �-�_ �:�I I n9'e//II - - /a}�- -- �__�_/_3 8//-0,_ / /'//A _ V-�]�eo�-_ma_'°s..w .`� \�'�/..- -- w/ /- ' ���/ \ _ ���-�r /'sc�� �' a/ /.�/ //�7 5" ' //"---� A� • �0I 0 EXISTINGOERHEADEASEMENT DB1663, P648 O z ZUTILITY TO REMAIN � !_____--_ �/ 0 f \Lu a 40'LANDSCAPEPROPOSED �wo BUFFER �� / /T ," \ 1 4 ''`� P� I I I I IRS N 263434"_E - -�- e"--------- y j y - �1 -�1�� / -��` /— + // r a0w 3 SVWO 1 \ oozza-oo-oa-ooze # ~� (1 �� ee �_ L9l od zD£ '8 60, d '9Z 'a'0 7�4' ------ - - - - - ---------�---- - -_---- -- -- - -- -_- -- ----_ -----_ _--- - odzzo-oo-oo-a — Y- "— _� - ------ 3 '7. �� vas o� / a �, 1 39 I I I .T. - 100-YEAR'ATBRA - _"°_5' . cv.P `IF �j /� �i j �/ / �voH MONu w� a V A V A�>d' r Il 3 FLOODPLAIN 2s9.00' _ �� 53.30' 1 _, /' • \ "�° \ _ v tea✓ —. _ - - - -- -- - °. W p -370— 100' STR M --- 370 IRS --- N 26`34' 4" E I FRS 380 N 29'54' 4ar� 3.95� Aw 203.7� ' 257.07rt N1p58.71..E / \ ....1 }a ,r� _HOI S� \22 9' � ___ �,L 04 0 - 23'13'5� " Er - �- f - �— a � - _ _ - \ BUFFER -_ _ _ -.-o_- _ __-. �•` �- `� _-�- -•JB.� _ -�•- +_ y_��0+ V7� N / 26250.00....E _- _ -- VD ON41— �\ _ RS OH \ % J i \ _,,_ - _ _•- _ -_ - • _ y _ - 386- _ _ - -EXISTING 60" CULVERT STREAM CROSSING } ;90 �_ --s -� - . �' - �` - / i - __ -- - _ - _ _ S - a� -•- �- - �- - . - • �« -.=� --,_fi_ - -- ,�" - -PROPOSED SWM FOREST OPEN/I l \,,• - �' � W. m �.1 _ _ -392 —� TO BE DEMOLISHED AND REPLACED I e - - - - " " �. - - x - - - - w o '.- PACE CONSERVATION AREA - J - " � ROUTE 29 SEMINOLE TRAIL NORTHBOUND _ (TYPO '"IX %"�6t' -+ �pn - + c _ O "o+zse u c W H — mae+arM - • "- o �9BHaN.. - n svv zv, —ro - °gv.. . _- "�,,..�,�.— m we+9eem—m—_ m—. �a,o«.....—gymm-.—n-ee+�em ...., —.—. sa—sv�so— _ _ - __ — >_ o — _awl -— —_ = c0i — yYJ—M_—M—mSVJ—S`i __ M SMSM—SMsv]—SMSnS'J—M sv]—M _SM_iq—SMMM—M —M —sn M V Sv9 m <�< — OpM1 M M �� d {✓i � > / > ---->- > —� - -- ist�>—>—> 3 - -- - - N2"EXISTING 12" RWSAWATERLINE - -- - - -`� -. -- °--� - II o•-- -- -- �\ \\ JOB NO. L99 7 66£ - - --. - s -- - - — 52 ROUTE 29 SEMI TRAIL SOUTHBOUND _ _ _ _ - - - ��6Z % o r°n : I nm lvdi - - - -- BENCHMARK EXISTING 6"GAS LINE \ GRAPHIC SCAT- 31011_ 11 � II W 1 cc ELEV. 390.5T L - io iv - - -z - 1 SCALE v -"s- - - - - --- - _ �W-"W - - - - "a- - _ - -- - - ---- - _ p ��uwi= uvm—._.uu,� �, W\ ev w'� Le"—me'-�+w—� Wv—wu J_uA.uw—wuua �wu aSucu—uw—>—uw—�uou - e J 'k o a \ \ `-o VQ -- _ > ux�_urt — i __ u¢ use � l n //) _,E �s� —We i 'dF —pY!'` - _ NORTH POINTE. ❑ ® E- - E �,-W W` „aG"°, � GU-U°n-U / / uc"' - 1- _ - SHEET NO. a \ \ I o ��_� -SANITARY SEWER CONNECTION Y rj /w� %" / // / i ( IN FEET ) I SHALL BE MADE AT EX. MH 25 ° w ¢ / / '_ i o I \ - - - 4 0, WITHIN EXISTING ROW c o ",,\ J (\ / - /' / - - - - -_ 1 inch = 80 ft. n , III BUILDABLE AREA 1,023 5 1,431 6 2,243 7 Z691 8 1,729 9 1,750 20 1,781 11 1,802 22 1,797 13 1,766 24 3,093 Is Z809 26 1,460 17 1,460 28 1,460 19 1.460 67 1,561 68 2,412 69 1,333 70 1,329 71 1,328 72 1,974 73 Z333 74 2,072 75 1,470 76 1,470 n IA7o 78 1,470 79 1,470 80 2,868 ffi 2.728 .,245 89 1 2,019 ,301 90 Z729 .,344 91 3,384 .,286 92 1,715 .,281 93 1,665 .,249 94 1,581 .,230 95 1,502 .,228 96 1,461 .,458 97 1,459 .,131 98 1,992 987 99 1,32D 985 100 1,32D 986 101 1,320 .,186 102 1,819 .,310 203 2,004 952 104 1,33D 999 205 2,328 947 106 1,332 908 107 Z055 897 208 1 Zan 922 109 Z758 .,261 no 1,767 ,440 111 1,757 .,294 112 1,769 ,296 223 1,779 ,550 114 2,936 ,301 225 Z985 ,555 116 2,018 ,702 117 2,014 ,599 228 1,993 ,368 119 2,647 ,409 22D Z806 ,527 121 1,470 ,424 222 1,470 .,119 123 1,470 .,162 224 1,470 363.j5 \ BUILDABLE ARFA 5 1,009 997 129 .,333 130 973 131 969 In 968 133 ,139 234 ,478 135 ,067 236 900 137 900 238 900 139 900 240 900 141 .,078 242 ,436 143 ,319 144 .,342 245 ,347 146 .,389 247 ,499 148 .,309 149 ,317 150 .,334 251 ,490 152 ,316 Is .,136 154 ,078 255 992 156 92D 157 896 158 887 Is ,015 260 96D 161 96D 162 960 263 ,038 164 .,180 165 969 166 969 16 971 168 ,205 369 ,770 170 .,288 171 ,082 m .,067 173 ,080 174 .,095 175 ,147 In ,541 In ,333 In ,330 179 ,308 180 ,389 in ,071 182 90D 183 900 184 BUILDABLE + + + T + + + + + + \ + + + } + + + �- + } + rt ' + + .+ _-I Y I - + + + } + -' + t + + + t -i + + + } t + + + } t 900 + + + } + + + + + + + + } + + + + +}++++++++}+++ =. -ys1r m�='�:-#����-`+++++++++ +++ + + + + ++++}++ + + + }+}+++++++ + ++++++++ + + 1, 116 + + + + + + + + + + + .� + + + + + + + + } + + + f} + + + + + + } } + t + + + + + 1,46s + + + + + } } + + + + GREENWAY LINE + + + + / + + + + + + } + + -�- + + } + + + + + + G EENWAY & TRAIL AR1tA + + + + + + + + + + } 1,485 } + + + + } } + + {" (DEDICATED } + t + } 00*+ + + + VAR. WIDTH + + + PHASE 11 + + } + + + + + + + } � + + + } + + + + + } + + + + + + t + + + + + 00 + LANDSCAPE + +30' MAXIMUM t + + + + + + + t + + + t + + + + + + + + TQ}BE I)EDICATED + + t + + + 99668 4��s= + + } �i--, + t -.PHASE 1 + + + } PUBLI + SE)+ + t + + + ♦�� + + + + + + + + MAINTENANCE + SETBACK + + -I- + + + + + -F } + + + + } t + + + + OUI`{ITY/N7UBI��G USE + + + + } + -I- t + + 968 + + �I t +► �+ + + + + } + f+ + + + + EASEMENT -� + + + + + + t + T TAL�ACREAGf: 6!23 A)CRE+S + + + + + + + + + + + + + r + + + + + + + + + -- +_ + _ + + + + + + } +( 4 1,017 + } t + + t t + t�s �> ; �.� } + + + + + + + + �� ��} + + + t + +BPROPOSEDLOT OUNDARY L NE + + (TYPICAL)- t + + -- �10' REAR `t- -f + + + + t + + + + + + + } + + SETBACK + } } 959 958 t + + + t AREA OF PATHWAY + + + 74111 + + tan �'� a 4 + + + + + + ❑ 54 53 52 51 50 49 I lO 90 + + + + + 1,054 } + + PERAPPLICATONi\ } + + + +�� VAR. WIDTH /�O 1 1 I ❑ rn C ❑I I IO 89 $$ + } - + k o, ,n Arrooc + t SCOTT/R. _LLIW + LLic. No. 035791 10/23/22% +, ��SSIOX EEO\ 1,154 PROPERTY LINE 79 o I o °D o rn rn N ­1v o o N BUILDING 16 2 o \ N \ �Cm\ 27 P 1. °� ' V 5'LANDSCAPE P/G!� QC tQ,'9 O sO. G� !�` \ tJo .a MAINTENANCE 9%�O m^ L • / /65 �/\�C9 I N I ° A 8' zo'., r1io DING 7 78 gUI�DINc .- ,e•�,�..14 - FCC F/C PROPOSED LOT\ BOUNDA LINE \ \ 32 73° PRIVAI c LLuKb (26' SE DE SEE DETAIL SHEET 12\ r (TYP.) \ ENO N -4 .(B C z o_ \ PARKING 1 1 1 m W {z • . 0% ,.x 5& eSE .--? 1 �L -)I I 12 I ' �4S% SIGN (TYP.) L x • _PRIVATE ROAD R/W &PUBLIC (TYP ); 940 Q ° i♦� / �� \ 33 J I / h .ACCESS EASEMENT TYP. ❑ w ♦ \ / STOP LSE ❑ p 6a K 72 � > Q o -v \ .j, P DRY CURB ti ( ) I _ \ `!� \ ti� F -,``� SEE DETAIL SHEET 12' 38 ❑ / `5' LANDSCAPE .. -- - ♦l E EA E T C� SIGN `\\U 37 71 `i / / MAINTENANCE Lu � OMEOWNERS ASSOCIATION \ YYY��� � o � > �_\�® ', ♦ \ \ \ 34K Q`h' Ql g(TYP.) \J`G `(� ` �\ - C \ 6 DAA 'K toC-, m F- ¢ N I K �L mLaz EASEMENT o \ ♦» L CRE GE 1.433 C ES) \ `'o,'�,(- Q� �\.E STOP . I.. ❑ " m _ I 73 J .:.,� J J s \ �, ♦� \ $ 5/p.C' FLO �Q. IGN ❑ V7 Z ,� i 1 _ _ m 166b, \ VAR. WIDTH LANDSCAPE \ \ 35 G R\� (6 O 1' U1 MAINTENANCE \ \ 26 Q 5`G •� C (P) DRY CURB I pi 20' 10 ., SEE DETAIL SHEET 12 18' 20 20' 20 ^-� 4 100 ';' �^'�„_ o \ _ 9�Q� w Z F � � \ FLOODPLAIN AREA TT EASEMENT (TYP.) \ ./ d � 5 I 20 � " \ \ TO B DEDICATE TO \X\\ '0 15 4 �jC `\ . 2 ESP 20' - _ _ - - _ 18' 00 20' 3' MAESMT TYPE � N , � 7 �V COUI Y/PUBLIC USE \ O EIP - _ 1' L \ 0.711 ACRES ` \ ES _ STREET 20' ° °� 2 10 O w o \�'1O3, � � � 100' STREAM BUFFER \ ,. 3 � \ � \ � \ ° � .WIDTHS a SIGN .� . ; ° °'. ti 8� 1 PCO (Tvp.) .4. ` \ ?0 ti J J x0 2 0$ CG-12 H 0 a V) O 2 'pc� �P ✓ � �S' a Z T` 5' SIDEWALK \ 7g' � < r+ • � a all ? 0, (TYP.) ° '.; .':. 20,LuO 375' o \ 1 (TYP.) ti R 15+00 I I LL \ 1$ G(„ - 6' LANDSCAPE "' , 1 3 MAINTENANCE c` =� T n 4 335' SIGHT DISTq�yCE MAINTENANCE I(TYP.) \ `�' L J ° \ \V \ \ ♦ ' ESMT (TYPJ *013 13 � 4 , � - � to FI'1/l$gND NO PARKING SIGN. w ° I FRS \ \ \ VAR. WIDTH LANDSCAPE `♦ �i 6' LANDSCAPE / ly Q�s Rl(/�11 3 E 4 J \ MAINTENANCE ESMT 9 GA( OADS B/( MAINTENANCE (TYP. < <�� �V ♦ EASEMENT (TYP.)IN ) SPFEQ Ro o O PARKING SIGN 8 �STDRIP (TYP.).. \ 6� c Lu Ian \ \ PROPOSED MONUMENT SIG ° O • e ° ZLu 0 n/ z PROPOSED z <e� N 26, fG� ,jGJ RUSTIC GR-7 3' MAINTENANCE 7O N GUARDRAIL ESMT (TYP.) GRASS AND '•'° � L j 1. OTCONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED \ \ 1 / NOTE: BUILDING ENV LOPE LANDSCAPE Z J I; ��'� OUTLINES INDICATE MEDIAN � ° � w o AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY \ PROPOS 9✓ �G \ S F uMITSOF100YR MAXIMUM BUILDABLE AREA J Lu ° ENGINEER OF ANY DISCREPANCIES. \ \ RUSTICS ��( FLOODPLAIN ? 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL �� \ GUARDRAIL g� (NOT ACTUAL BUILDING) \ \ \ �♦ AND DOES NOT INCLUDE J t n sy� NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 2g \ \ �� `� PROPOSED BICYCLE ♦♦ NY STOOPS, COVERED O E SPACE AREAS F- o �g c 3. 1 REPRESENTS ONE PROPOSED PARKING SPACE. 9 \ LANE MARKINGS, PER BE DEDICATED TOr Q a O 0�' \ \ VASUPPLEMENTTO ♦♦ ENTRIES, OR DECKS. HOMEOWNERS ASSOCIATION(1� O > ��4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13' 6". / PUBIC OPEN SPACE TO THE MUTCD (T P.) ♦ P (T T L ACREA E: .1 5 ACRES) O y 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 1 TO BE DEDICATED TO \ Q ♦ L_t 0 CC n ALBEMARLE COUNTY ) CG-9D ^ `� ♦ ° CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING / ^ / ♦ t �► O 0.099 ACRES \ / 3' MAINTENANCE CV ° ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES / T � / ESMT(TYP.) �V + s THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST \ / / EXTENT POSSIBLE. \7. SEE SHEET 4 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. ROUTE 29 ENTRANCE IMPROVEMENTS / FLOODPLAIN Ai` l J 00' STREAM BUFFER .N 8. THE 100-YEAR FLOODPLAIN AND A 100' STREAM BUFFER EXIST ON THE PROPERTY. \ 4 (CURRENTLY UNDER REVIEW) / TO BE DEDICATED TO ILL■ 1- O F \ /E COUNTY UBLIC USE/ w 9. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. AS-BUI �a �q G. C I I SPEED LIMIT (TOTAL ANA F REAGE: 4.397 ACRES) O E: LT SIGHT DISTANCE FOR THE 7 w 0. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE \ 1�(T ELM STOP SIGN SIGN \� SIGHT DISTANCE LINES CROSSING THE MEDIAN � Z = o ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE ° \ ' / �\ WILL BE A CONDITION OF PERMIT COMPLETION N CORRIDOR. PER VDOT REQUIREMENTS. TDB NO. o 11. THE ASTERISK (-) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN vvv ROPOSED MONUMENT SIGN \ �V `V 152116g AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING \ GRvAPHIC� SC ALA ♦♦ ®� N CONSTRUCTION, BUT A MINIMUM OF 28 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS �n PROJECT. STREET SIGN 30 o is 30 60 \ \ \ V D L SCALE %\ 2 �V `� ♦ 1" = 30' o °c c 12. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM M \ ENTRANCE IMPROVEMENTS WITHIN 9 S4 3 \ \ \ , o� SIZE OF THE GARAGE SHALL BE 12' x 22'. s�, \ \�� vDOT ROW PROPOSED 13. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING " T WITH NORTH POINTE ROUTE 29 F ` \\ IN FEET ET ` SHEET NO. IMPROVEMENT PLANS YIELD SIGN n \ \ \ ( ) 7+ ° PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR \ sy� a \ (R1-2) V \ \ 1 inch = 30 fq/ ,, >. 5 THE,WAl SYSTEM. \ E o \ \ .�� ► loop \ + + + t + T + 1 + } + +� 9 W W W W I } + t + } + + + + * + T + 1 + } + t + + + + + + + t + T + + } + + + + + } + + } t + PE SAE RE S TMP 03200-00-00-02300 + + + + + t + } + + + V FLOODPLAIN AREA �� _� + + + + + + + + } + } + + + + + + + + VIOLET HILL ASSOCIATES C/O + + + + TO E DEDICATED TO } + t + t + } + t + O EO N R A S CI TI + + + + } + + + + + + + + + + + + + + + _ _ \1/ COI TY/PUBLIC USE .....L� J� + + + + + + + + + + + + + + + + + + + GREAT EASTERN MANAGEMENT ACRES t + + + + + 1 + + + t + _ 4.40 ACRES / � � } } �+ t ,d, + + + + + + + t } + + t + + + + } + + + + + + + (0.23 A R S) + + + + + + + + + + + (� — + + + �� + + + + + + + + + + + \ D6. 662 PG. 391 + + + + + + + t + + + + + + + } + + t } + i t } + + + + + + L + + + + + + + + + + + + +� } + + + } + } } + + + + + } + + + + t + t + } + } + + t + } } + t + + + t + + + t + + + 1 + + + + + + + + + + + + + + + + + } + + } + + + + + + + + + + + } + + + + + +� + } + + + + + + + + + + + + + + + + + + + + + } + + + + } + t } } + t + + } + t + + } + + i + + + + + } + + 20' PUBLIC + + + + + + + + + + + + + + + + + + + + + + + + + + + } + + + + + + + + + + .}\— + + t + + + + + + + + + } + t + + GREENWAY AREAr t + } t + + + + + ACCESS + + + + + + + + + + + } t + + } } + + + + + + + + + - (DEDICATED T + + + } } t + + EASEMENT + + + } + t + t + + + + + + + } + + + + + + + �+ + + + + + t + + + + + + + + + + + BLI +USE+ + t + t + + + + + + =may i \ + + + + y "� + + + + + + } + + + + y '� + + + + + + + } + + + + 1 + + + + + + + +� + + + + 1 + + "� + + + + + + + + } + + + + 1 + -F + + + + + + + + + + + . i+ �- + _ \ Lie. 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WIDTH w ❑ + + } } lw+ w z 67 37 + + + t + \ \ / 57 FIRE HYDRANT IITILI EASEMENT o / 0 85 + + + + + + + + + o z Lu u + + J \ ASSEMBLY I I -_ + + O g cn 20 / 5 8"x6" TEE L - m PROPOSED 84 + + + + + z 0 z 6" G.V. PROPOSED SDR 26 PVC 83 } } lo _ + O J g ., 8"X6" TEE SANITARY LAT. (TYP.) — a a > p Z � — -6" G.V. �, 82 ■ ¢ V / C u � a \ 1 /\ \ �C, \ \ �� ALDRICH D IVE VAR. WID H - ti 81ti ❑, 119 w Z u w z¢� z _ O / \ w 18 \ \ �> i3 o- PRIVATE ROAD R/W) VL _: y+oo_Me J ❑' O F x 0- Lu x g \ �: PROPOSED./ ° . �%. I : I ;, M - ° \� ~ > Z O O m 5/8" D.I. WATER - _ rA \ \ LATERAL (TYP.) / - M PROPOSED w > o w 17 My1*oo - - \ 8" CL 52 DI H ¢ w w \ �y PROPOSED LATE \ MH9A S 5 -'s'oo WATERLINE V) Q MH8.1 CL 53 DI \ PROPOSED ° e ----° / ! \ Lu w O /~� • WATERLINE 8 X8 E ° °. ° _ ° o F- 3-8"G. . �` MH10 MH12 �\ W z 090 \ 8"X6 REDUC \ J PROPOSED M `\ L g SDR 26 Pvc y - A > a \_ 8 SANITARY SEWER I � , 1 `� 7 M r � Lu / MH16.1 M /O\ \ / X / n FROPOSDED 1� �i5.00� > \ �\ PROPOSED __ l� \ PROPOSED \ u,�O FIRE HYDRANT , \ ; - PR ED / I 91 ASSEMBLY `\ W 4" SDR 26 PVC 2 ASSEMBLY s8 60 _ - M ^ ��� / p \ \\\ _ _ I 8"x6" TEE \ SANITARY LAT. (TYP.) ��� i6"X6" TEE �� : °° - i 6"X4" REDUCER �1 \ WA ERL NI E��� 61 47 - 6�� G.V. J PROPOSED PROPOSED 92 MH13 \ Q \ 24 PROPOSED O / P� / \� 5/8" D.I. WATER \ 6" CL 52 DI w I _ _ PROPOSED 10' PRIVATE SANITARYSEWER J G� O �` LATERAL TYP. WATERLINE -` MH18.1 7 . �� - °'00 Q ( ) \ \ 46 UTILITY EASEMENT ❑ W , , , , \\ 25 A a P�O�P s �1 \ A 0 2 v v! 93 AP $OX OSeD a v o 0 Cry p f � G \ � .Q \ \ ' - •'. 1 tl � , ` _ - 6�� TEE � � 2 8" G.V. 1, � � � V A C� - C P V A MH9 ` Jv 83 i s" G.v. 1 26 �. �' � � PROPOSED 8" CL 52 DI �. i --- �I * ° _ _ -- \ � � ' O �°.� WATERLINE 79 ---- �_ -:, g PROPOSED PROPOSED � / 27 T s# 4'X4"TEE O 13 iLT� �i%%� -X / 65 \ 1 DINS__ \\ _- BUILDING 16 WATERLINE 121 J \ \ 0 2 4 G.V. / I C q tiQ C / A 6" CL 52 DI � � Ila- \� O'9 ° UTILITY EASEMENT \ \ 8TS i 95 78BUILD --_. l �..-'--- •' MH8 Q Q L PROPOSED 10 PRIVATE BULL 28 �"� ° ��PROPOSED 12 ° O • , ��` \ g3 I n . � � PROPOSED i ING13�- 122 � f� W 4 CL 53 DI -- _ - / 66 PROPOSED CSA „ SANITARY LDAT�(TYP.) ( i - "� WATERLINE - C1 �PUBLIC20'UTILITY - I _ ���� 42 ASEMENT - p ALMN i /1 ° �� - OPEN SPACE AREAS 10 � `� � TO BE DEDICATED T i L 0l \ 1 _ 97 76 ( — HOMEO SASS UI - ---- JI / 1D1 0 41 FIRE HYDRANT - Q MH7 9 PROPOSED � '_ I�- �� � O 124 _ .> ,FIRE HYDRANT � ASSEMBLY ASSEMBLY - \ 8"x6" TEE 6" G.V. o00 1 w - ¢ 125 N o 110 74LL N °a I ' Lu - 30 7 PROPOSED Q \ oo— \_ \ SDR 26 PVC ? o - SANITARY SEWER `-- g °�o y 31 32 � � % � _ � I ��. \ =s.° e � °❑❑ s r, — — �� _ r — MH17 J — �� s" s0° BEN Lu MH16 MH18 ' — PROPoseD W r Z g � I o 69 �� -��-HYDRANT �► i o u 6 - lL ❑ PROPOSED : ,... ASSEMBLY - J �- `� A� i y* ° �� O 72 / 1_6�� O.V. Lu - o 34 BLOW0 _j -OFF P �� �> Z R 26 PVC W � �� 4" 90° BE TO ° RP�� SD SEWER) b ¢6+001 ° & TYPE A O �. --36 c SANITARY - - o 3 -MH6D .- LO lK ROPOSEDVDOT 101 _ L U J ui moo• V 100' S'�fREAM BLFFER , / \ \ \ PUBLIC RIGHT-OF-WAY J LL L p — o �oscgq� ♦ Q 3 �� PROPOSED y J 10 a FLOODPLAIN AREA F. \ ° �2C �i . .,. .. ` ° 5/8" D.I. WATER o TO BE DEDICATED T ° CO PROPOSY I V FIRE HYDRANT O W W .. .LATERAL (TYP.) �f,J ° 2 'R COUNTY/PUBLIC USE , s f / W- ��� W - ASSEMBLY / w o V �V >t ,t s \ PROPOSED - .. . ° W -"ram- W - 12"x66" TEE £ ... , -00 .. \ 4" SDR 26 PVC \N is goo G.V. c - 0 ° 'v. ,- z � � � � ��� � �� MHS NITARY LAT. (TYP.) w � „ \ r PROPOSED 12"X8" TEE �_ w w \ �.. \ s3•pO ° 2-12" G.V.--�_"-_ ....a z �� ♦ . 1_8:: G.V. -- W by 10�YEAR F�aDPLA\ E IMP' RRTH V MIN E T 2 s W� z ♦ �♦ ♦ -��� ion SZ�9� .li �� ♦ �� H & D W S REAM � f PROPOSED - 12"AN CL 2EDI uj o \ ♦ $ rRUCI _URES12" CL 52 DI a : - " WATERLINE 17+00 J W o �` WATERLINftaft E - I \ ♦ 6`3g 3 \ j PROPOSED VDOT ° J Q / PROPOSED PUBLIC RIGHT-OF-WAY � FIRE O a HYDRANT _ - o \ n ♦� V AS36 MBLY � x m �\ 12" TEE a _ �a N \ M \ 1on ♦ 6" G.V. MH3.1 i W � PACE AREAS S V ° \ �� �♦ 2S9 p I� `Y' / �� DEDICATED M V 0' // ♦ WNERS ASSOCu r \ L� SEE NORTH POINTE ROUTE 29 �� u O w m \ °n ♦ ♦ A IMPROVEMENT PLANS FOWTHE �� z o SEE NORTH POINTE ROUTE 29 �V'- a a �o A UTILITY WORK WITHIN THEIf * V' a, ♦ IMPROVEMENT PLANS FO ��\� PROPOSE"DOT ROUW(WEST Boa NO. 0 \ �'9�TQRM SEWER DESIGN Ifyl :, ti � � O� THE BOX CULVERT) 152116 s \ sd A o ED VDOT RV, \V o ^, o M A c %►7 S "i 0 0 15 3 60 120 . 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WATER z w F v z N ` z PROPOSED z 4" SDR 26 PVC I I / 1 O LATERAL (TYP.) o cn ¢ w z . J z PROPOSED 1 6" G.V. N G. / z J w z z J z SANITARY LATERAL WATERLINE F a a tq ___� PROPOSED �-' n � PROPOSED � I � � I -- PROPOSED I � � � � A 17 / FIRE HYDRANT ASSEMBLY IRE HYDRANT I I m 8" CL 52 DI m _ I / ' w Z V m w P OPO __6" TEE _t SED ACSA ASSEMBLY $ROPTOSED-- WATERLINE - 1-6" G.V. I „ ;; �_- o ¢i1 j ¢ o 8 x6" TEE I MH27 , / /' °\ v w o PUBLIC VAR. WIDTH - I 1-4" G.V. PROPOSED_ / r!Q > w ¢ UTILITY EASEMENT �r� _ �a�- T L`J E_ 8" SDR 26 PVC a3+ooA /1q \ \ \ FG2f a O 1 -� T SANITARY SEWER /.. - I I \ \ / S .P� / W w �zzi°° G RDA ROAD) o M / S` / w M ce M - w1DTH PRIVATE V T I VAR. i�+oo . AL RICH DRIVE ( —aoioo A4 „� _ _ — M __ -i9+oo - -WIDTH PRIVATE ROAD) - __- o n _ - _ _ \\ - -- \ s s dXx PROPOSED — - - 17 PROPOSED \ MH23.2 � % - 17 � WATERLNE MH14 — — 171 0 Go17 I 8"cL52Dl \ o 17 0 WATERLINE \ 2/ �o I \ w00 w ti ti ti PROPOSED 169 c ❑ �\ ti F 120 - - \ ` 8"X8" TEE ^ ��on �❑❑ -- 15 MH24 ❑ o ¢ /� pp ( 14 G.V. c o PROPOSED o° z z n PROPOSED 8" SDR 26 PVC �O x i \` Ln G FIRE HYDRANT l PROPOSED - \ PROPOSED SANITARY SEWER / o \� \ ` o ASSEMBLY I yb 12"X8" TEE 4"CL53DI \ \ \ I / - (- 13 \ � � � .. -- - - I 12"x6" TEE I . 2 12" G.V. 121 MH2O.1 WATERLIN J� `\ \ \ g�� G.V. / Nx� 1-8" G.V. ell _ y \� PROPOSED VDOT V;V�� s Q ---- L�' 122� I U \ 141 PUBLIC RIGHT- - _ y � OF WAY , BUILDING 27 �' A 14 ` i - C I - Y56- 4NITS MH23 ` \ y - . o a L9 2 I / 4" 90° BEND TO 3 / �� F W -- -- 4�� G.V. & TYPE A °o dG -�/ �f� C ) +°O a . A - !J f � �_ c� � Q � - BLOW -OFF "� \ � '"/ "' 3 s rQ � _ �- %�i _ BUILDING 19 - J G 2 �� �- = cam_ �J / Z UI(DIN 2j `� 6 ° U- "d w / i PROPOSED c° �w 23+0o xa °_ G J 11 A D 7 24 ITS -- - --- �" \ FIRE HYDRANT i PROPOSED - = -- __- - v J / u qd 12"X8" TEE Cri ASSEMBLY y LEWIS AND CLARK DRIVE PUBLIC ROAD) - �t Q ❑L / / 12"x6" TEE , '17 - 2-82GG.V.30 MPH DESIGN SPEED \ PROPOSED / A / / -'� 0 8" SDR 26 PVCLL - - \ SANITARY SEWER � II " �O Jp'� PROPOSED - I 109 y Q / / % -I Jam_ o° Q 5/8" D.I. WATER / ! \ \ N W PROPOSED 10' PRIVATE �� tip° OA �10 vLATERAL (TYP.) i � - - Q UTILITY EASEMENT <� _ mac: Q-• � � _ / �• 6 9 A �r2 PROPOSED VDOT LU OSED PUBLIC RIGHT-OF-WAY b 0' � ." /` MBLY MH2O MH21 `p MH22 / � ,1110 U) J 3B+0o '� O / PROPOSED �. \ 12"CL52DI Q WATERLINE � O 0*1 W J Lu 0 o l 1_ 12 PROPOSED G p p \ ° \� I / Q C/) a 4" SDR 26 PVC � ® ry°. \ JOB, O f 2 SANITARY LATERAL Q 1p� �� / v 104 Lu 105 10 10 10� �I • u r pF G� S OPEN SPACE AREAS n PROPOSED I ' �� �5� �� i TO BE DEDICATED TO ■ z FIRE HYDRANT G�P�v / HOMEOWNERS ASSOCIATION J ASSEMBLY •• 1n 12"x6" TEE •, �. P g� _ W m 6" G.V. �/ ��\5 i W 2, 12" G.V. � �� � . <` � � � ���` �' f i Ln D w w wf�� / W � i � W —__ 100' STREAM I �, / Z 0 O BUFFER r^ �� —— L.I.. FL60DPLAIN AREA \ Q ~ TO BE Q�DICATED TO CD O I COUNTY/PUBLIC USE p 100 YEAR FLOODPLAIN � � � J y ti yr W O F 0 w ♦ �� V = a zm �. GRAPHIC CALE 152116 ♦ �� �/ 30 0 15 30 60 120 SCALE 1 N (ZEET ) SHEET NO. \. `�Ai 1 in30 ft. 8 _ _ __ -- 'tia+- -+" +---+ + +--+- +- -f -} +-- + } +- +- + +--� # - + + + } + _+_ ___ + + r�+�� &IMIT <3 ---- r + # + r + i I , + + + �- + + + + + - _+ + +. + + f y + F ----/+ + + -t + + _ }- -+ i� + bl UR$AN�E ANDS+ + +440 + + + + + + } + + + + + + + y + + + ,_+ -+ -��� - --+ _+- _+ -� f + - + -+- + + + + + + AIL +�++ + - +-- _ -±-- t -- -- _ -- __* +-��� -+ - -+ +:___+-+- --+ + - +-fit ♦ - - ++±+++ -t-- +++ + + + Lu + t, _ - +- + - - --- - -- +-+ �� +- - - --+ -+ +-- _ }- + -+ _+ -- i+IP RROPOSNTRE + + + ++ t" + + + 1 + + + + + + O� DEQI£AT€DTO + + + _+ _ — - t� a $- + 42- +- + -+ +- - + I;+ +�— _ PROTE I + + + + + + + + + + + + -- + GOUA(TY/RUBLIC USE + + T + + + + _ # + +-+--�+ tip- }-_ �_-+- +- + -++++ CIN6 ;± ++ + + + +++++ + ++ +++++ - + + yet- + -+ + _- FfN + + ' - - + + + + + ++ -+ -+_ + + + + + - + — — — - --- + + - — + - - -- — _ QO'gE„ + + +- + +- + t +1U0+ EAM + \ 55 00 1 = --- z ry 87 �w + + + + + + + *- + + F + RIFF + + + + +— 21 — 5 G) 46 - ❑ + + + a + �44 i \ � � co � 86 0 84 . + -+ + ■ NOTE: S - �� .. V i / — — •'' + �+ � •,.,,.,.• \ I' �I 1 �r4z5o I 44gi7.l k44.oa 83 \ LOW -MAINTENANCE, NON -GRASS GROUNDCOVER TO BE INSTALLED ON SLOPES a \ \ \ / 59 !Q o 1 ?i4 �i a7. 44! 4 « - 3 444.00 444.E 60— GREATER THAN 3:1. SEE LANDSCAPING PLAN FOR PLANTING INFORMATION 4 ° �" 1g \ \ ` 2 2�, ��10° - 3°'U II 0 ��n_ e yyo '' 7 y4ss3 / / / -- 82 ALONG THESE SLOPE AREAS. \ 6 fl -9 .. a - - 11rri L j \ \\ 4 1 71 — F $ y°i ��9 �G 18 \ \�3 spy ALDRICH DRIVE (VA .lNl H _ is+loo_� 3 — g-� _ J o S � 68 — _ is+oo= PRIVATE ROAD R/W) _ _ 7 _ / ❑� 72 5 _ 440 • III j BOTTOM WALL TO BE EXTENDED 24" BELOW GROUND TO A o9fl 5 i, g \ \ /'� 137 ✓ -- i �\ 4L STONE OR CONCRETE " FOUNDATION. FOUNDATION<��5 \ f _ N 48 co "-I ❑❑❑o❑ 1 -- - +0p° SHALL BE 3' WIDE x 3' DEEP \ q 8, = _ 91 - �• TO SUPPORT THE WALL 23 �31.: °�� L / s / 6o r— _ ADJACENT TO THE SWM POND. \ 5 44a5e PROPOSED MAX. HT. 6' DIAMOND k y o �'' J QJ� Fri 3�`` so4' 92 — PRO (TAN) SEGM€iJTED — �---430- - `� \ `: � 52 C �O 65 � �. � k�3.. �' \ \� 1 43g Fuo w, �� ❑o❑o � 24 RE AIT NIWALL BY ANCHOR \ / 62 \ \ \- �" 46 '•�/ W/42_ HIGH AMERISTAR BLACK - - - FENCING (SEE DETAILS SHEET 6 O \ \. 31 d. �xo / �Ql 6 I t a 43�33 44C YD `n 80 3 .. - &12} o � _ \ gv� c 135 � o ° ° vx �Jl 3 �\ \ - — _ � - s� i LIMITS OF GEO-GRID BEHIND _ -PROPOSED SEGMENTED RETAINING a� 25 \ y° 51 WALL SYSTEM R SCOTT R. COLLIN' Lic. 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I I Iir11i• �i111%i •i1 I%1 •�i � I% �i 1 s� * m� I%'��ii���' 1■■■1■■■■■I■■�■■■■I ■®J _ •- �_1:=�II �I�i��1:�� i��I:��11:����i���:� IIe ��I� 911:��11i� r: • 1 �11 f,, I■■■■mmmmofo■■■mim, NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS ROAD NOTES �� THAT ARE PROPOSED TO BE STATE MAINTAINED: N - •� 9���1 =1� GRADING • ' i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 7. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, THE ROAD &BRIDGE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED 2• WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE " ° / unB BB BASE MATERIALS. REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. - _ p°Re, 1 IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE k : COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT pq kEr DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. \ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER `• • DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ° MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE x ' vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP11 INSPECTION. WITH A MINIMUM COVER OF ONE (1) FOOT .. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED- x vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. e ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE O� viii. PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ` THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. MAINTENANCE. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS - - NATURAL WATER COURSE. ✓ aRK GENERAL CONSTRUCTION NOTES FOR STREETS TRIP GENERATION CALCULAT ONS PAVEMENT 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL I EDITION) DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 184 SINGLE FAMILY ATTACHED UNITS (CODE 230) 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE THE PROPOSED METHOD OF CORRECTION. CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND ADT: 1069 VPD (534 ENTER/ 535 EXIT) OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 COMPACTION BEFORE BASE IS PLACED. OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGNS. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL AM PEAK: 81 VPH (14 ENTER/ 67 EXIT) ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE M PEAK: 96 VPH (64 ENTER/ 32 EXIT) J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC BASE. RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE 4• THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT TablEl Pavement Design (VDOT Pavemert Design Glide) OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED BASE. FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. BEFORE SURFACE TREATMENT IS APPLIED. 5. WHERE URBAN CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF CONFORM TO VDOT CG-9(A, B OR C). ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 8• BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA CONFORM TO VDOT STANDARD PE-1. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS 9• ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND 9 0 Pavement Design RF- 1.0 Location ADT HCV Design ADT CBR SSV Be Surface h a Base b a Sub -base h a DID Lewis and Clads Drive (Est Flue ADT) 3000 0 3000 4 4 18.58 SM-9.5 1.5 2.25 BM-25 5 2.15 21B 8 0.6 18.93 Girard Drive 453 0 453 4 4 12.00 SM-9.5 2 2.25 BM-25 3 2.15 21A 5 0.6 13.95 Guard Drive(Emt ofAkhich Drive) 157 0 157 4 4 8.31 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Dillon Drive 157 0 157 4 4 8.31 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 DMonRidgeCourt 168 0 168 4 4 8.55 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Aldrich Dane 87 0 87 4 4 6.26 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 AlddchDrive 285 0 285 4 4 10.39 SM-9.5 2 2.25 BM-25 3 2.15 21A 5 0.6 13.95 AldricbDrive (South ofGrard Drive) 453 0 453 4 4 12.00 SM-9.5 2 2.25 BM-25 3 2.15 21A 5 0.6 13.95 Girard Way 87 0 87 4 4 6.26 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Girard Terrace 64 0 64 4 4 5.19 SM-9.5 2 2.25 D ill 0 2.15 21A 8 0.6 9.30 Guard Coat 41 0 41 4 4 3.64 SM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 PROPERTY NUMBER/DIG ORDNANCE AND MANUAL- Note: Contractorto bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE are naccordance wYh their standards. DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CG-12 NOTE: COMPONENTS OF CURB NAPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES AREA IN SQUARE YARDS) HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. CURB WHEN REQUIRED (CM OR CG-3 IN LINEAR FEET) CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET( GENERAL NOTES GENERAL NOTES DETECTABLE OF THE WARNING SURFACE OR, INS AY ITEM AN EACH OF THE WARNNG SURFACE (AREA IN PARE YARDS) W Q EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOU.D EACH M THE ABOVE ITEMS IBA SEPARATE PAY ITEM AND SHOULD 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. r BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT gAMP. 2. DETECTABLE WARNING SHALL S. FROM THE MATERIALS APPROVED LIST FOR RAMP f21 MA% 2. DETECTABLE WARNING SHALL PRODUCTS MATERIALS SHALL MEET T FOR SIDEWALK OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DETECTABLE WARNING SUFAGES. PRODUCTS ION LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE THE WARNING SURFACE OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 61 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 461 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR ARRINOVAL. l SPECIAL DESIGN SECTION FOR APPROVAL. T. MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 3 3. SLOPING SIDES OF CURB RAMP MAY BE POURED WNOLITNLKLY WITH RAMP ]� FLOOR OR BY USING !PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4nTq FLOM OR BY USING PERMSSBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 PROFILES. 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO ' L 4. IF RAMP FLOOR R PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO B j� THAT ADJOINING FLARED SIDS CAN BE CAST IN PLACE AFTER PLACEMENT OF 10'1 No THAT ADJOINING FLARED Bill CAN BE CAST IN PLACE AFTER PLACEMENT OF 10'1 MAX 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE PRECAST RNF FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A TYPE A 5. REQUIRED BARS ARE TO BE LNO. 5OOK X B" PLACED ('CENTER TO CENTER KONC 5. REQUIRED ID BARS ARE TO BE LNO. 5OOK X 8" PLACED O ('CENTER TO CENTER &ONC DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE Q BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES ON THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A CONCRETE COVER 1%(•. CONCRETE COVER %". VDOT OR COUNTY INSPECTOR PRESENT. a. CURB / CURB .COD GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MN ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. . 5'wN AX M MAX i 1 ). CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 2 ]. CURB RAMPS ME TO BE LOCATED SHOWN ON THE PLAN OR DIRECTED 1 C AS S AS 12 �� ! -{ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER Y T N THEY T PROVIDED T INi R TI R l B THE ENGINEER. HE ARE 0 BE ROV DED A E SEC ONS WHEREVER ALBEMARLE COUNTY C ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY AL A HIGHWAY FACILITY 2- MAXMAR AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY N. A HIGHWAY . PROPOSED, 21 MA% CROSSES A CURB THEYREGARDLESS E WHETHER WITHIN PEDESTRIAN IS EXISTING PROPOSED CROSSES I CURB THEY MUST OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST IR LOCATED WITHIN PEDESTRIAN SHOULD NOT OR NONEXISTENT. THEY MUST IR LOCATED WITHIN EAND HIOSSW&KS TYPE B GENERAL CONSTRUCTION NOTES AS SHOWN ON PLANS OR AS DIRECTED S, THE ENGINEER. AND SHOULD NOT TYPE B AS SHOWN ON PLANS ON AS DIRECTED S. THE NGLIGENGINEER, AND SHOIRE NOT BE LOCATED RICRAC VEHICLE S,ETC STOP LINES, EXISTING LIGHT POLES, R, BE LOCATED BEHIND VS, ETC STOP LINES. EXISTING LIGHT POLES,FRE HYDRANTS, TED, TAKE., FIRM ACCESSIBLE ROUTES PROVIDE A TI CONTINUOUS PARALLEL UNOBSTRUCTED INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A TANG ALL PARALLEL ,r r N UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING &L � v`v, �, ACCESSIBLE ELEMENTS STAKE. A FACILITY THAT CAN BE APPROACHED, ENTERED �y, � v ��QI�'y�„ )?(�rL'�'i!�hiTR'�r�?, ACCONE59BLETECEMENARTSEbFRA FAC°ILIivPTNATI cMl �AiaPRO�IE� CONNECTING , ,. /y n1 �, ....yam,'., AND USED BY PEDESTRIANS. AND USED BY PEDESTRIANS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC770N TO N r�' B. THERAMPSC MAY BE PEALED A RADIAL IN TANGENTIAL SECTIONS CROSSWALK THAT 12 1 NAX B. PIMPS MAY BE PLACED ON RADA& OR TANGENTIAL SECTIONS PROVIDED THAT 12 )--_AR ; � 12•1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSW&N AND -� THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND .'-�- ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION THAT THE SLOPE AT THE CONNCTION OF THE CURB OPENING IS 21MAR S THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE PERPENDICULAR TO THE CURB. 5. X K *A PE CULAR TO TIDE CUB. 5. XA *� 9. TYPACCOMMODATE CONCRETE SIDEWALK E IR THICK. OF THE ENTRANCE flMIRILICK 8. ACCOMMODATE CONCRETE MAKING TACK. WHEN THE ENTRANCE RADIIOCK ACCOMMODATE THE STANDARD REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACLWMCOATE THE STANDARD REQUIREMENTS-13.0 OF ANTICIPATED HEAVY TRUCK ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. a'SUN Q TRAFFIC,REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE IHEAW 4 w AT * , 2" HIGHER THAN TRAFFIC. REFER TO STANDARD CC-13. CONMERCIAL ENTRANCE (HERON 4 AT 'M .2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. TRUCK TRAFFIC) FOR CONCRETE DEPTH. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFlCA770NS AND T EDGE OF PAVEMENT EDGE OF PAVEMENT f'• L•f'• L• 10. WHEN CURD RAMPS ARE USED N COWIDTH OF WITH A SHARED USE PATH, AT EM . SAME M TOP OF CURB /0. WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED E USE PATH, AT EXC .SAME AS TOP OF CURB STANDARDS OF VDOT UNLESS OTHERWISE NOTED. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHRED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. r TYPE C H H r PI P F T TYPE C J. EROSION AND SIL TA 770N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED A *-x 4NIL ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS WHEELCHAIR WHEN ONLY ONE CUES RAM S PROVED OR AN CROSSINGS E CHAIR A 4'x 4•LCROSSWALK ROSS AREA WITHOUT BE GOING INTO TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR I 4'x HE CROSSWALK R SS AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSW IN LUDETH GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE AREA MAY IN WITHOUT GOING INTO THE TRAVELWAY. THIS d' x 4- LANDING CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER MINDING AREA MAY Nc(uDE THE COTTER PAN. ENDING AREA MAY INCLUDE THE COTTER PAN. TRUNCATED DOME TRUNCATED DOME h 12. XL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF u 12. &L CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CONSTRUCTION. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6 -2.4 C-L 6 CUR AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6"-2.4 C-C o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O ° O O O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O 0 0 0 z 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. -MODIFIED AS RECONMENDED BY THE MANUFACTURER TO MATCH MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. A 0000 0000000 - THE BACK OF CURB. A 0000- 0 0000000 - 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER °- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. o000000000000o T= 0 000000000000000 �a LANDING RAMP �`T�'� o LMDNc gaAP �`T�'� 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL sox-65X of BASE DIAMETER X-6 X of M TER T DI E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTIBLE WARNNG o DETECTIBLE WARNING o DEVICES. N BARK OF GURB "-14" I _ VARIABLE FULL WIDTH OF RAMP FLOOR _ AT BARK OF WRB 0.9"ia" I _ VARIABLE FULL WIDTH OF RAP FLOOR _ 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. SEE "° IC ,2. BASE DIAMETER SEE NOTE 12. BASE DIMETER ( WAY LIMITS I PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETAIL CONSTRUCTION INDUSTRY (29 CFR PART 1926). XVDDT SPECIFICATION `VREFERENCEDQT SPECIFICATION �-�-vim_.-,crcc R• _.1 �. 0 � ll ffLI1� " . TH >COTT R. COLLINSZI Lic. No. 035791,E Ln Ln z z ? Ln Z 0 0 Lu U U D z z U :D Z) U U U Q J W J Ce Y W CL X 2: j p W W uI m m Ln a a � En Ln LU LU LY EC ill 1001 Ln > NOTE: GIRARD DRIVE, ALDRICH DRIVE, DILLON RIDGE COURT, DILLON DRIVE, ALDRICH LANE, GIRARD WAY, GIRARD TERRACE, AND GIRARD COURT SHALL RECEIVE A 2' TO 1" PRIME AND SEAL (BINDER) OVER THE STONE SUBBASE FOR CONSTRUCTION TRAFFIC UNTIL THE FINAL ASPHALT IS PLACED. THE STONE AGGREGATE AND BINDER SHALL BE INSPECTED FOR SETTLING AND FAILURES AND REPAIRED PRIOR TO PLACEMENT OF THE FINAL TOP ASPHALT COAT OF PAVEMENT. 00 O D QLIDr LUo LUo N 1.5" TO 2" SM-9.5 10" PAVEMENT SECTION ON ALL ROADS, p N CG-12 DETECTABLE WARNING SURF CG-12 DETECTABLE WARNING SURFACE I REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDSTANDARDSACE (GENERAL NOTES) 105 (GENERAL NOTES) 105 sNEET tons REVISION DATE SHEET tons REVISION DATE 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 203.05 :G-9D WBTi" O CG-2 CR-2, 2A A� k CONCEAL OF ENTRANCE (i Oq 4 O EXPANSION JOINT - 4I, 4 /e sPb� P G 0 WW EXISTING OR PROPOSED C W SIDEWALK OR SIDEWALK SPACE F CURB INCLUDED IN u s EXPANSION JOINT ENTRANCE GUTTER t, y N C § y � - � FLOW LINE u i w ENTRANCE WIDTH DESIRABLE MINIMUM III, EXPANSION JOINT ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT I NORMAL n. . ENTRMLE LIMITS a PEDESTRM ® _ _ _E" ® LIMITS OF PEDESTRIAN AC 55 ROUTE ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE .' UNPAVED SPACE WIDTH OF - ENTRANCE LINTS OF PEDESTRI LIMITS OF PEDESTRAN CESS ROUTE NON-TRAVERSMLE CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH EDE E AILS W 4 WITHOUT UPAVED SPACE ADDITION& RIGHT-OF-WAY IS RED I�RED R THE LIMITS OF PEDESTRIAN ACCESS ROUTE ARM EXTEND BEYOND EXSING oR PRoaoseD voor RIGHT-oF w r. I.�>s" I e. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A HALF PLAN A' FACILITY THAT CM BE APPROACHED. ENTERED AND n. •>. •a. USED BY PEDESTRIANS. IF IF PEDESTRIAN ACCESS ROUTES Alt ME BEING SECTION A -A ROAD AND BRIDGE STANDARDS HEFT 1 OF 1 REVISION DATE 203.03 07/15 PROVIDED A MINIMUM 4-TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 27.. CROSS SLOPE. SECTION B-B WHEN USED IN CONJUNCTION WITH STANDARD OR LG-], THE CURB FADE ON Tres 2'-0"STAN CG-3 OR IS 7.TO BE ADJUSTED TO MATCH K SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATION. CURVE •!. .p. - 7[YY -O• •E. .p. o v4444�a rFOX i0 1071 CHANCE ?e ose ?e?e cLMs A3 I I.E.S.) CONIC. SECTION -C-C ®POINT OF GRADE CHANCE fER x x 12 X MAXIMUM INCREASE IN ROPE AT MINIMUM 10' INTERVALS x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST INTERN AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUMU M 10' INTERVALS SECTION D-D NOTES( 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PSI IF PRECAST- 3. CURS HAVING A RADIUS OF MO FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (IS" DEPTH) OR NCREASED AS MUCH AS 3"(2Y' DEPTH)IN ORDER THAT THE BOTTOM OF CURB WLL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT WOSTROCTME. NOMAD 1SfAENT IN TTHHE PRICE �N°5 TO BE DIME FOR A DECREASE OR M INCREASE N DEPTH. 5, Cal IS TO BE USED ON ROADWAYS MEETING THE REOUREIENTS FOR CG-6 AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, N THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED X 27Y4' MIN - 2BY4" MAX RAIL HEIGHT "_,y" 3'-P/i' 3-1%s" 3'-11/," 4 i 2 R L .;• ;• �� �� �� �� �� �� III II " J J IJ J IJ IJ IJ IJ i e' • C �• • C SIIRFICE GR-2 GR-2A 06•-3'• MST SPACING) (3'4/i" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MM DYNAMIC DEFLECTION - 2' p.BASE Al D 'G .'A. SUBBASE NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE 6„ ONLY AND CM BE ADJUSTED DURING CONSTRUCTION F AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKWTS SEE SHEET NO. 501.05. x OPTIMAL M-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT AND FAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 M6 601.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS ME FURNISHED SHOP CURVED FOR RADII FOR OR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 150 FEET. ALL MARMAL POSTS SHALL BE SET PLUMB. PQ T SHALL NOT BE SET WITH A VARIATION OF MOLE THAN B" PER FOOT FROM VERTICAL. W-BEAM, SLOCKOUTS, AND POSTS SHALL BE SET AND &ENED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIF5FICATIONS. HEIGHT a�AND GRMIN R28g1� MAXRASIAE"/SURER PT A ER STANDARD GR-1145. STANDARD ENTRANCE GUTTER REFERENCE, WEER NCE STANDARD 6" CURB 502 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ALL W-BEAM RAMS SHAL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS ON NESTING THE RAL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ROAD AND BRIDGE STANDARDS ROAD AND MIME STANDARDS REVISIONEE1 DATE SHEET 1 OF 1 SHT OF 2 REVISION DATE 201.01 501.04 08/14 FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE WH SHY LINE LS I FLARE RATE FLARE RATE 70 9' 30:1 15:1 W 60 B' 25:1 14:1 A 50 6.5' 214 114 W 40 5' 1611 6:1 W 30 4' 13:1 7:1 W 0" TO 3" BM-25 EXCEPT LEWIS & CLARK DRIVE(15") & 5" TO 8" 21 A 2 SM-9.5A 10" PARKING SPACE PAVEMENT SECTION 8" 21A Cc-15 NOTES: 1. THIS ITEM MAY BE PRECAST OR LAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4000 PS IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET ON LESS (ALONG FACE OF CURB SMALL BE PAD FOR AS RADIAL COMMRMMM CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE Sol OF THE CURB M GUTTER SMMI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE DOW ES AD TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MAD& IN THE SECTION ON GS UIRBAA STANDARDS. • D , m • s • • s D D D D D e„ I 2'_0" BE OF TCHCONNTRACTOR 'ERENCE COMBINATION 6" CURB AND GUTTER D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I I TO BE AS I RO AD SATE E NOT 6 ss STREET "WINE M MNN.INE ROADWAY (SEE NOTE D SHOWN SHOWN ON PLANS( C C T I (RADARS TO AS RADIAL CONBNATION SHOWN ON PLANS) CURB AMID GUTTER CC-8 ISE NOTE ]I SIDEWALK e (SEE NOTE 2) ° OPTION& I I FLOW L g" t. - - - w NOTE:" � WIDEN TYPICAL OR AS MAINLINE ROADWAY O SHOWN ON NPE& SECTION. A1-J PLAN VIEW MANINE ROADWAY SLOPE 10' PARABOLIC CURVE B X MAX. EDGE OF SHOULDER ON _ D OPTIONAL ROW WE SLOPE CHANGE ® - - - _ D ----- BX MAX. SLOPE CHANCE - - - - D D •SYGGL]ILU MAXIMUM )LML NAIL FOR SEMIRIGID BARRIER SYSTEMS. A COPY OF THE ORIGIN& SEXED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFIC REFERENCE REFERS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) �s 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T' B MAINTAINED. ROM AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.U3 CG-11 GENERAL NOTES 1. WHEN W-111S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH A9HT0 POLICY AN) THE APPLICABLE REMMEIENTS OF THE VDOT ROAD DESIGN MAN)AL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE TURNING REOUREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, WE DEPTH FOR SIDEWALK M CURB RAMPS WITHIN THE LIMITS OF THE RMISHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONRGURATION. 4. SEE STANDARD CG-12 FOR CURB RAF DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLIIE MAY REOURE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES S. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A ROW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. ]. AIRLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT MY SUBGRADE STABILIZATION REWIRED FOR NMlLNE PAVEMENT WHICH CM HE OMITTED N THE ENTRANCE.) a. RADIAL CURB OR COMBINATION CURB AND COTTER SHALL NOT BE CONSTRUCTED BEYOND WE R/W ME EXCEPT FOR REPLACEMIENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 5' YIN. COMMERCIAL ENTRANCE D" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ME NOT APPLICABLE TO STREET ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES All B ENTRANCE VOLUME GRADE CHANGE '0" DESIRABLE MAJ HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM Soul VPD 53 X Si LOW LE55 TW! 300 VPD 56% BX CLASS A3 .�', -L -!. T' 'T' NOTE, ALLOWABLE ENTRANCE GRADE TABLE 15 NOT IN.E.5.I .v ,C. .V, •�' C. -- APPLICABLE TO STREET CONNECTIONS c6l SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION z W V J z H1 U. a W J J zQ W ~ pl 0 C)Li ^/ 06 W {. L W H O W z O z LU pl O a- W J IJ O F- W W CL JOB NO. 152116 SCALE AS SHOWN SHEET NO. 11 1 .00' PROPOSED VDOT GS-7 GUARDRAIL W/ RUSTIC FINISH (1' MIN. ON BACK OF SIDEWALK) 1 /4"_1,{ NOTE: GUARDRAIL SHALL BE INSTALLED AT A MIN. OF 1' BEHIND THE SIDEWALKS ALONG LEWIS AND CLARK DRIVE AT THE FOLLOWING STATIONS: RIGHT SIDE: STA.11+01 TO 13+70 LEFT SIDE: 10+15 TO 11+04 INSET 'B' NTS 69' R/W d _J J W CL_J _J 0- 0 p O 00 p C W w O W W W W LL w 2.50' o 0 2.50' 5' 4.00' - 5- BIKE LANE BIKE LANE 12' VDDT S 12' TRAVEL LANE S-2 TRAVEL LANE 1/4":1' 1/ 1/ 1 4":1' O SEE E INSET 'C' INSET 'B' (TYP.BOTH SIDES) UD-2 LEWIS AND CLARK DRIVE TYPICAL SECTION (69' ROADWAY DESIGN DESIGN SPEED=30 MPH POSTED SPEED= 30 MPH SCALE: 1 "=10' *OA 1.5" ASPHALT CONCRETE SURFACE COURSE, SM-9.5D *OB 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA 'k OC 10.0" AGGREGATE BASE MATERIAL, VDOT NO. 21A OD 2" (MIN.) TOPSOIL AND SEED OE VDOT STD CG-6 (SEE PLAN FOR LOCATION) O APPROVED SUBGRADE O TACK COAT O PRIME COAT OI PROVIDE UD-4 STANDARD PAVEMENT EDGE DRAIN *PAVEMENT THICKNESSES TO BE USED IN NEW LEWIS AND CLARK DRIVE RIGHT OF WAY. Y J Q O W �o U) 6.00' 1.00' PROPOSED VDOT GS-7 GUARDRAIL W/ RUSTIC FINISH (1' MIN. ON SIDEWALK) 1/4":1'7 4BACKOF OAMq-I' rJ � R/W) UD-4 (TYR BOTH SIDES) INSET'C' • - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • �• � �iI•�.il��il•�iI•�j^'i •• • • • E_•ij\.il\.. \.I Q• NO SCALE NOTE: GUARDRAIL ON THE RIGHT SIDE OF THE ROADWAY SHALL BE LOCATED WITHIN A MAINTENANCE EASEMENT *OA 1.5" ASPHALT CONCRETE SURFACE COURSE, SM-9.5D *OB 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA '� OC 10.0" AGGREGATE BASE MATERIAL, VDOT NO. 21B OD 2" (MIN.) TOPSOIL AND SEED OE VDOT STD CG-3 (TYP.) O APPROVED SUBGRADE O TACK COAT O PRIME COAT OI PROVIDE UD-2 STANDARD MEDIAN UNDERDRAIN 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A 2" SM-9.5A SURFACE COURSE COMPACTED 5' _ SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 1. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. 2. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 3. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 4. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 5. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 6. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existingutilities shall be repaired b the Contractor to the original condition at no additional cost to the Owner. P Y 7. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast surrey may be required. For blasting within 100 feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 9. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 10. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making an permanent connection to the public waters stem. Approved methods of fillip and flushing new water Y P P Y PP 9 9 mains will be required to prevent any contamination of the public water system. 11. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 13. Trees are not permitted in the RWSA easement. SECTION A -A See Note 19 L 1- MI5 Bar H eeahomer 1- MS Bar HI eacc h a"er,wta comerJ SECTION THROUGH ELEVATION «rrr,lvl, rfcr vA�G JffEGGl PAREIAV IN &4RMP SPACES ONLY NOT TO E' q SCAL PRIVATE STREETS NFITN 2% S6rPERELEV,4TI0N INCL&rVr CIRARO DRIVE, B• ALDA05F DRIVE FROM STA. >0t00 - STA. "*/S 12 TOP OF 4 - 2" R CURB 13" 4 6" 1 f 1' 6» 2' STANDARD CG-6 STONE BAE6 UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. NOTES 1. DEPTH OF INLET GO TO BE SHOWN ON PLANS. 9. ILL REINFORCING STEEL SHALL HAVE A MIN. MINIMUM DEPTH HD TO BE W-0". MAXIMUM COVER OF 2". DEPTH TO BE 20'-0". FOR INLETS LESS THAN S' USE STANDARD DIdA 3B, 3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPEw(GS BY 2". 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE 11. CAST-N PLACE CONCRETE IS TO BE CLASS AS MEASURED FROM THE INVERT OF THE OUTFALL (3000 PSII. PRECAST CONCRETE IS TO BE PIPE TO THE TOP OF THE STRUCTURE. 4000 M. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL M LENGTH OF SLOT (L) WILL, 9N EVERY CABS, BE DIMENSIONS SHALL BE DETERMINED BY THE SHOWN ON PLANS. CONTRACTOR FROM FIELD CONDITIONS. U. WHEN INLET IS USED 4- MEDIAN BALM( 3 ON S THE (NVERT ISSTANDARD WOF E ITH SHARED TO CONFORM WITH TWO BESSSHAPEDDN ACTHE CORDANICE WITH PROPOSED IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCDENTAL TO THE SHAPING IS TO BE 14 . IFOPTIONAL CONSTRUCTION JOINT IS USED IT IS INCLUDED IN THE BD PRICE FOR THE STRUCTURE. TO BE KEYED. ALL SPLICES IN BARS V TO BE A MINIMUM OF 40 DIAMETERS (20"). 4. THE EVENT THE NVERT OF THE PI TWIN THE BOTTOM OF THE PIPE IS OF THE 15. FOR PLAR VIEW OF (HET SEE STANDARD R-SA, RE. THE STRUCTURE. THE INVERT OF THE STRUCTURE 38, W. SHALL SHARED WITH CEMENT MORTAR TO PREVENT STATING OR PONDING WATER 18. OF S SHOWN ARE FOR INLETS OF IN THE STRUCTURE. THE COST OF EACH OF GREATER D OF EACH TYPE. FOR INLETS OF GREATER DEPTH NTA_ TO AND PLACING ALL MATERIALS DI NT (HI OR LONGER SLOT INCREMENTS SHOWN THE SHARING TO INCLUDED IN THE BIO DE H BID PER FOOT MUST BE ADDED. THE AMOUNT OF ADDED. PRICE FOR THE STRUCTURE. E C RE. CONCRETE AND STEEL OSPLAN PIPES BY PIT U MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. S. STEPS ARE REQUIRED. FOR OETNLS SEE F STANDARD ST-1. OF BIBS REQUIRED AND 9. FOR D 8. THIS ITEM MAY BE PRECAST OR CAST -IN -PULE. L£NGT16 SEE SHEET 104.14.10. LENGTHS M ). • 4 X B" SMOOTH DOWELS AT IPPRO%MATMY is. FOR OESCRPTION AM LOCATION OF DIMENSION 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT L SEE SHEET 104.09. SETTLEMEM. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE STANDARD 19. FOR ALL DETNLS. OMENSIONS. AND T-DI-3,4 FOR ALTERNATE DESIGN. REINFORCING STEEL ABOVE THIS LINE SEE S. 3" NAMETER WEEP HOLE TO BE LOCATED TO STANDARD DI-3A 3B, 30. MAN SUBBASE MATERIAL. WEEP WITH 12" 12" PLASTIC HARDWARE CLOTH �' MESH OR GALVANIZED STEEL WIRE, LENJ•1 WINE DIAMETER 0.03". NUMBER 4 MESH HADWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SCHEDULE OF REINFORCING STEEL BARS H I BARS HI 1 BARS V NO. REQ'D. LENGTH N0. LENGTH W. REGD. REVO. LENGTH 4x(H•1) 1 3'-6" 1 4x(H•1) 1 T-B" 1 36 1 H-T-4" APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET TYPE ORIENSION L SEE NOTE 18 REINFORCING STEEL CONCRETE DI- I Lin, H. Lba. Cu. 3M 2'-8•' 494 14 3.14 3BB 4'-0" 494 3.47 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND/OR SLOT LENGTH ( H L CONCRETE I STEEL I CONCRETE I STEEL Cu. YHa. I Lb.. I Cu. Yd.. Lee. 0.319 1 54 1 - 0.31) 1 54 1 0.22 0.]P 54 1 0.22 1 23. STANDARD CURB DROP INLET 1211 - 3011 PIPE: DEPTH (H) 81 TO 201 233 km, VIRGINIA DEPARTMENT OF TRANSPORTATION 30.2 l ll lVfiL l lM /All! Al/Ll!l PAR"AV IN &4A"D SPACES ONLY A'OT TO SCALE NEW FINISHED GRADE EXISTING GRADE 6" VDOT No. 21A AGGREGATE STONE -COMPACTED \\ \\ \\ PROVIDE GEOTEXTILE FABRIC IN AREAS REQUIRING STABILIZATION AS DETERMINED BY THE GEOTECHNICAL ENGINEER. ��A��A��A�� COMPACTED SUBGRADE (95%) NOTE: ANY ROCK ENCOUNTERED WITHIN THE FIRST 0.5' SHALL BE REMOVED AND DISPOSED OF. REPLACE ROCK WITH VDOT No. 21A STONE AND PROVIDE 95% COMPACTION. GRAVEL PAVEMENT - SECTION NOT TO SCALE NOTE: USE GRAVEL PAVEMENT SECTION FOR SWIM FACILITY ACCESS ROAD TREES SHALL BE PLANTED A MINIMUM OF OA x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW -PERMEA.BILITv SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC / UPPER WALL \\\\\\\\ \ STRUCTURAL 7Q - BACKFILL • r • - LOWER WALL P • . • ,=1 44 -_ II - H I � 21-01, I 1 TYPICAL FINISHED - GRADE II� I I III ' l l .4" Dl NA. DRAIN TILE \ ��ll 6 6 f 2 0 f .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL Ae TOP OF CONCRETE T WALL MIN, 42" SITE RAIL GRADE a SITE WALL IYALL RAIL FASTENING DETAIL NOT TO SCALE (5' MIN.) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1 2" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - 00 ` WHITE �� TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW TH SCOTT R. COLLINSZI Lic. No. 035791,E _� GALVANIZED "U" CHANNEL POST i ocn i �o LD �0 o m o a W0 VDOT A3 GENERAL ILL.z ro CONCRETE O Cn TOPSOIL AND SEED 21 J o LLJ 2: U in O O y 0 ,A ¢ O VAVAVAVAVAV D V�VAVA�AVA�AVAVA\ V, m x ¢ O AAA//AA//AA//\A�A//AA//AA °p D P� AA VA VA VA VA VA VA VA VAS 27 uT 27 ¢ J 2 a 2 Z D in W > U W DO \/\/% \\ U W i \\\/\\\/\\ \ \\\\\\\\ ¢ t /�\/�� P o //\//\//\/ //\//\//\//\// U) 4" MIN. a i W In In HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BEVI EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 21NCHES OF THE LOWER BLOCK FACE 10" MINIM[) AnchorTM Diamond® X EINFORCEMENT CONNECTION WX (NOT TO SCALE) ox we sv m lvc. 10.6'} FINISHED GRADE REINFORCEMENT LENGTH GEOSYNTHETIC REINFORCEMENT 4" DRAIN TILE (ELEVATION VARIES) \ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZENG De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(2'DC)+L+6" WON r� AnchorTM Diamond® X \1:I EXCAVATION OVERSIZING WX /(SCALE: 3/8"=I'-0") VId- NCNoa WALLSYSTEMs.6 AnchorTM Diamond(TI' X TYPICAL BASE PREPARATION WX (NOT TO SCALE) ®.amne oewnLLa e.mc DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE I �I Do Goco a T ; � o 0 t0 .H N � ti ZM 00 Cn N It 1 N O WN (N W > J ZJ _ I) LIJ H O Z� WI w U Zw � (n J w/'A/ 1..1- JQ O 0 O N z a J W V) Q p--q LU Q J Q J zQ W 1­_ 0 Q 06 � �..U/ LL_ W p LU z rylo LU O 2 W J F- O w W a In JOB NO. 152116 SCALE AS SHOWN SHEET NO. 12 ACSA GENERAL WATER & SEWER CONDITIONS 2. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (3.-800-5S2-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.S) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL S. IN a" INITIAL BACKFILL a. a. IN B" MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a Mi INITIAL BACKFILL a UNSTABLE e' a B' B" SOIL\ MIN. MIN _ MIN MIN.6B STONE RANULAR FILL AS `:' --A�PPROVED BY ACSA 'r 5 A LE 0 L 0 RUCIC� STABLE SOIL OR ROCK' NOTE 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER. THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �10't l 1-10, 5' I F WATER SEWER ED p o � a G LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS; WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER K SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE c] jl ADJUSTABLE VALVE BOX W/ LID i u JL E a �x N N M.J. GATE VALVE WATER LINE 4 P.'a 2500 P.S.I. CONCRETE '.8 A 2'x 2' BEARING AREA. THRUST BLOCK G .. a. a 4 i A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 15 1/2" E.J.I. W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2" AROUND CLEANOUi COVER EMSTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS � .-. �• PVC FEMALE CLFAM ADAPTER WITH INVERTED NUT SCREW CAP OR "I:.. FLAT SLATTED SCREW CAP KOR-N-SEAL No. S406-10 AWS' ' WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45o BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE, -- SANITARY LATERAL WYE �1 r 1 ( 1 BOTTOM OF TRENCH SECTION'A-A' SEWER CUSTOMER'S PROPERTY �✓ EASEMENT OR RIGHT-OF-WAY AV FUTURE - SANITARY LATERAL (WHEN INLTNE LAYOUT REQ'D) CAST IRON CLEANOUT 1 I11 FRAME AND LID - - - - - - - -_ _I e � �- ) I LLL \ V\ l N 11 LER L l 4' i JWYTI"w LATERAL A A CONCRETE 45" BEND COLLAR 24" - - - - PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2,52 0.15 0.10 2.00 Z25 2.50 0.15 11 1/4 / 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B„ 45 2.66 2.68 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 291 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12• 10" & 12'� 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.8E 0.24 11 1/4 1 1.83 1 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE FIGURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TO-3 COMPRESSION x AleYAIE W PIPE CPLIN O� 1' APPROVED EQUAL co / FOR USE FAMRT \`'/ AL ERVxEEp R DUAL RssloFxna swncEs OR DupL REsoExnAL AND IRRIGATION SEANCES. 1'xt'xt' TEE NO E NO swEATPn NTnxcs 2' DUAL SERVICE R V COMPRE59 IN x J/1' MAY£ PIPE Co1puw; OR APPROVED FAUAL TYPE 'K' SOFT COPPER O FOR USE ON DETACHED SINGLE EMLY RE ORNITIL SFRNCE WHERE AN IRRIGATION METFR IS NOT PROVIDED. SINGLE SERVICE NO E; t) SADDLES SNpLL Of USED ON PVC PIPE. rsT IF IRGu uD Wlsxm GNAffi 1/0 LEND COUNINO� ps METER COMQQAnON STOP A? HpA^ 1 MaX AS w NECESSARY ].v SANG OR OUST ORDER BGx AND SEFIER (.-Wall 'th'•'A•�M'. �,•�J'y 41rY'i':,3"Uw .m 4. OIPMEIER MAIN PIPE, 12' r..i, tt�}i LORD RiOIE POCKET. MT ��t� MINIMUM MICI(Q) 'EnP:M.d+'h.':C4, •tiA SPEC. ECA NO. ST AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 \ 1 12" I I C / 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH will 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL H_ BE CORED AND A FLEXIBLE CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 Top View A 6" MINIMUM 4' 1 14 4 d. 4" MINIMUM a. . 4 C A . 4.a NOTE: RESTRAINED JOINT FITTINGS Side View FW12 - - 42" Minimum --dIAV allon of 95%0on requFe4 q 4 alvanized Steel Beom, x 14 (min. size) a 3' min. penetration into undisturbed soil , or as approved by the ACSA. 45' Vl-101 I ;ICJ v TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 NOTEI MEN, 60' DIAMETER MANHOLE RE0IARED, 0 1- n16 1TEr a \\uTV DROP MANGLE PVC QtaSS USE APPROVED FLEXIPLE ROPIER' HOOT. " GASK COU STOP rEll G o _ 27• DROP NPE PIPE STRAPS (STAINLESS STEEL) p SPACED EVERY 2' VERTTGLLY .''. 90- RESTRAINED BEND SEWER INFLUENT PIPE ,,N �. " SEWER �. .i. • PIPE PLAN PROFILE MIN. 6- BEDDING WITH NO. tb TONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SMALL NOT BE LESS THAN TWO (2)FEET. 1. VERTICAL DROP PIPE SMALL BE SDR 26 P.V.C, SUED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD CASKET JOINT - 3_ VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4_ SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING ONE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, INTOTHE FLOW. E. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12' DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 N �E EB �y L E n N� TYPICAL MANHOLE FRAME & COVER N.T.S FIG SH-D TD-31 FINISHED GRADE =ITT-ff-H1-ITl� r�1-ITI�R=TIT=1Tl i7FTlllnriilTl117 TRENCH REDUCER _T d A r2500 P.S.I. CONCRETE THRUST BLOCK -------- j-__ UNDISTURBED SOIL d I. B' MN PROFILE VIEW} UNDISTURBED SOIL - EDGE __ OF TRENCH 24" MN - - - - - --• -4----- --• - - - - - - - REDUCER T MR 2500 P.S.I. CONCRETE THRUST BLOCK _----------------,. ----- UNDISTURBED SOIL -EDGE OF TRENCH •' 24" MN NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D TD-7 J COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2- SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE, SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES �rL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE: HYDRANT MUST BE EOUIPPED W1TH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES I 6' MIN 2' TO 10' (2701 16"-22" CU. FT. VALVE BOX /{6B STONE 4 "MIN -::: _ 6" GATE ."., VALVE B" It s" TEE 2500 P.S.I. CONCRE BASE AND THRUST AGAIN K BLOCST V BLOCK STABLE SOIL S DEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES MTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 INISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE IF PIOSSIBLN TO ERADE I. I BRIC SUPPORTS OR SOLI CEMENT BLOCKS J CRUSHED STONE TYPE "K' SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A i" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO, 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 SCOTT R. COLLIN' Lic. No. 035791 Z O - a U UP)Z CO 0Z UJ o �( U) I __1L a O W) H Z (" r/ LU CY 11�� W ( H H Z Z Ln 2: 2: E H Z U U 0 O Z Z V 5 T U O O Q J w J a E F w w j m DO LO Q Q c � UJ o En w w ae Of 00 00 O) Cl) w Q ti V Q0 rq to .N-1 N 7 Q VJ W M co Cy) N v' i J < .0 z a 1 � N U_ > O WM `o N a N LU D N QIIIJ \ W Q o LLI c J J ^ o s J Q ' vJ ITI \ If lr U) JUj o .n w '� `o . . N OL9 '_j Q Q O s 3 Z < 0 a WU U III LIJ 0 W�W Y O Uj z ° c � W o Ul C 2 0 Z Z Z LU • W W Z_ N (-1 I..1_ Z 0 Lu N J w w O J l z a Q o 0 LL V O O110- U CD x N UJ o U 0 ~ uc w w E OZ w 71 U LZ U JOB NO. 152116 0 SCALE o AS SHOWN o 0 SHEET NO. n 13 ° EG ELEV FG ELEV 0 0 0 O 0 0 0 0 0 N O 0 N + 0 0 0 0 r 0 0 v, 0 0 m 0 0 rn 0 V + O O V N 0 N u ICI' N N F N y 0 z Z 0' z � a r o -ay 8 EG ELEV FG ELEV r r 0 z m D N 0 U) U 1 D r 0 z r Q0 C7 W U7 Ln a1 01 V in O in O in O Ol O 441.6 438-78 W � m0 \ O m \ W Ol \\ I 4463 \ 441.68 \ I \ tP \ TA 9 446.o \ C� 443.66 \ w \ 446.1 \ W O m \ \ 450.1 451-75 \ \ S \per \N,A 460.1 45639 \n� \�w 465.8 C 0= W� 0O II W 4-- -P- -P- -P- Ln O to O to o In O O 0 0 0 0 0 0 0 n 0 w 0 0 0 0 0 0 r 0 O u, 0 0 u� 0 0 m O 0 m 0 0 W 00 W lD LU lD r -PIr r r r r r O O N N N N W W Ui O U9 O Ln O Ln O to O to m A 400.1 `m0 \ 0 -n \ Ln \ \ 380.o 400.20 \ \1%k 388.2 w� 403-51 421.8 \ 40935 \ w7 \\ D � �O z m \/ \\ \ 418.2 \ 416.01 \ \ 4243 \ 423 46 (P \y'A 423.6 \ 430.89 \ \ I O cufl m ID n .W v, W oo W lD W lD -41 O 41 O -4, H -P H P. N N W -1:1 W Ln O In O U'I O U1 O U1 O U'I D TO N rn m D `Lri V ^� G 1 0 LJ 1 Q0 n 0 0 0 N 0 0 F+ 0 0 N 0 0 N + 0 0 w 0 0 w 0 0 r 0 0 F 0 u, 0 0 0 0 m 0 0 O1 0 O + V EG ELEV FG ELEV es+41 F N -ps N W W 41 41 Ln 425.7 m O Ln o Ln o Ln o 433.68 W `m0 I 0-n 1 \ W I v, 433-2 II I I I 434-o8 II I I 1� Z IIw 433.8 I 436.46 I I I I I I 448.o 1 I I 438.66 D rrI 0 rr 2 II II 0 = O -n M m \ m \ 447.6 \ 440.05 \ 4463 tP \ G) 443-07 \� 0 ( \0 \w \ 446.1 445-99 \ \ 0 \\ J `m 0 \ I W O1 H N N W LU In D1 O Ln O Ln O Ln O COLLINS ENGINEERING DATE 6/11/18 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 10/16/18 PROJECT 12/4/18 D o D z NORTH POINTE NORTHWEST RESIDENTIAL AREA FINAL SITE PLAN 2/16/19 Z -i rn I.. O SHEET TITLE rir. IT r)IGTAmrp DDnrii Pc REVISIONS REVISION DESCRIPTION INITIAL SUBMITTAL REVISED PER ACSA COMMENTS & LAYOUT MODIFICATIONS REVISED PER ACSA COMMENTS REVISED ALBEMARLE COUNTY COMMENTS L. to In Ln r O 41 0 O These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction stakinq without the express written consent of COLLINS ENGINEERING. ,TH p�,� 470 V ■ SCOTT R. COLLINS'Z U Lic. No. 035791,E ■ A 465 SIONAL It ■ ■ 46o LOW PT STA: 21+93.88 0 LOW PT ELEV: 439.o8 a PVI STA:22+43.88 ■ LL Ln 455 PVI ELEV:439.65 ■ o iz K:47.67 0 Ln M LVC:ioo.00 z 2 z o 00 IN (P) FIRE HYD. ASSEMBLY ¢ o LOW PT STA: 18+gz.o4 m rn 12"X6" TEE ../w� k g o 450 HIGH PT STA: 18+oo.04 LOW PT ELEV: 433.69 HIGH PT STA: z1+6o.89 N 1-6" G.V. V/ u � 06 a =o HIGH PT ELEV: 8. o N N ■ Ln m Ln LA u HIGH PVI STA:19+04.6o PVI STA:z1+45 897 v Z ¢ w PVI STA:18+04.6o PVI ELEV:433.00 > > O Z -1 w P I ELEV: 6i K: 1 PVI ELEV:438 53 m w o f w a 434 37 4 o K:1g.24 LVC:i45.00 K:26.i6 H z o o m LVC:53.00 LVC:3o.o0 3,24 ° W '" ¢ n Q 445 HIGH PT STA:16+ 0. 8 VCS:17+78.io �" o � moo m o �..� u W o 7 3 N a -H ao ¢ w HIGH PT ELEV: 433 08 + a + 0 00 0 00 'n PVI STA:15+95.38 VCS: 18+31.10 00 w �w N a O a w W PVI ELEV:432.23 EVCE: 434-19 u> v> N v N'+; W o K:23.42 > 00 W' U m v u>-a/ LOW PT STA: 10+97.09 LVC:1So.00 00 > „>, Li w 440 LOW PT ELEV: 400.32 PVI STA:u+99.8o 'n Ln PVI ELEV:402.38 N N � m K:37.o6 � ■ H di H Lu LVC:205.42 Ji > v > 2. 9% ■ v m u w 435 H m W 1.7a' m ° '2• 12" WAT 2 1.14 m o F w 1.90, -STM w \ m 6i o > 12" WAT gg a ;° O o -� > Z 'N w -STM (P) 12" D.I. WATERLINE ■ w C� N 430 N � 775 \2 4 31' ■ m a 12"WT 85 Z - ST LOW PT STA:20+35-44 O u LOW PT ELEV: 399.z9 U w 1 ^ (P) FIRE HYD. ASSEMBLY (P) 12"x8" TEE Q PVI STA:1o+35-45 - 21 12"X6" TEE 2-12" G.V. J 425 PVI ELEV:399 09 ~ 1-6" G.V. 1-8" G.V. K:1o.00 Z O � 31 vi LVC:40.02 OU j �5 ASSEMBLY YD CM w z 12"X6" TEE I H + m m g 1-6" G.V. 420 o .. > O a 1.12 N V 12" W T (P) FIRE HYD. ASSEMBLY 2-12" G.V. u > > 0- w w y0°�° - ST 12"X6" TEE \ ■ ® J m °° " - Z) 1 6" G.V. FILL (TYP.) \ ■ Q a o 41C 0 ~ (P) 12"x8" TEE I CN ~ Ln 2-12" G.V°wz 1-8CN ama) ■ w u 420 � v'' I Y r" w 0 ■�■� _ Q � 0)LLJ com J J L.L W J Q O aw ■ - 405 0 w ■ I --I off, Lu z LLJ 2.66' I 2" WAT O W z 2% GRADE 2.0 a - STM -j Q J 40O MEETING ■ � I� N EXISVDOTING ■ !� Q / /1 LwL ROUTE 29 9 V / ROADWAY r12"X6" D. ASSEMBLY SEWERUQ 395'0 VER FILL (TYP.) ■ Lu W ■ � W 0 5 ° 25 VERTICAL SCALE 20 Q 390 W = O a = W �.�/ SL ( IN FEET ■ Lu 0. R3P 1 inch = ft. LJJ ■ O 385 W (~ z 50 0 HORIZONTAL SCALE 00 W uj 380 =N co � w• z N M Z ■ < � 0> w W 1 inch = 0 ft. > W J UI O z w > J a. J Z) O �w ow m� M w- 000 =o U 2m uj p ZOR � U� _ l'11 375 � rn + LU U) of � + moo+ ■ Z m a '0 O Q N ■ w 372 Z U) U)i a U � Z ai Z U)i O F - - - LL w >> 00 r\ O l0 Ln �t O ^ It N 00 1� m M O H lD W �t Lm S V1 O N m 1� r` m N H O w W W In l0 O 0 d M O O 00 00 O O N ,y N N I� ^ n kD O m H O M M 00 N N m O m m m H �y tD � t0 � m m M N M M N H O O O O Okc Z = J J m H W0 H M H W H W M l0 l0 M N H m H d m kD N H Vl m l0 lD l0 lD l0 l0 d V) W W m m 00 00 n n 00 00 m m O O O O H H H N N N N N N N N N N N N H N H H H N H N N N M M M M l7 V' M M M 3 S S S S 1 1 .t ■ JOB NO. W LL 152116 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 1S+oO 15+50 16+oo 16+50 17+00 17+SO 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 2 SCALE AS NOTED LEWIS & CLARK DRIVE SHEET NO. 15 NO S: 1. ALL ROADWA EMBANKME T MATERIAL SHALL CONSIST REDOMINAN L Y OF SOIL AND BE PLACED /N SUCCESSIVE NIFORM LA ERS NOT MORE THAN 8 / CHES IN IT B FORE COMPACTION OVER THE ENTIRE ROADBED AR A IN ACCORDANCE WITH t/DOT 2007 OAD AND BRIDGE SPECIFICATIO 303.04. 2. ALL FILL MUST MEET 95 o COMPACTION. J. lNIMUM 3.5 OF COVER UST BE MAINTAINED OBE SANITARY MAINS. AINS. 5. lNIMUM 1' F VERTICAL SEPARATION FROM STORM EWER & W AND 1.5' F SEPARATION BETWEEN W/L & ANITARY SEWER MUST B PROVIDED. 6. DOT STD. IS 1 INLET SHAPING REQUIRED ON ALL STORM 7. DOT STD SL 7 SAFETY LAB REQUIRED WHERE DROP REA TER TH N 12' (NO -1 ON SAN TAR Y MHS). 8. HE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN OLYETHYLE E ENCASEMENT IF NEEDED BASED ON SOIL ONDITIONS, WHICH WILL E TESTED AND INSPECTS 9. DPE PIPE S ALL BE INSTALLED AND ACKFILLED N ACCORDANCE WITH //DOT STANDARDS AND REQUIREMENTS. ONTRACTOR SHALL USE TONE BACK ILL MATERIA AS SQUIRED AND SHALL INSTALL AND B CKFILL THE PIPES O ENSURE ROPER COMPACTION AROUND THE PIPES IPES DURING CONSTRUC ION. 10. HE CONTRACTOR SHALL LEAN AND IDEO CAMERA ALL IPES AFTER CONSTRUCT/ N IS COMPL TE, AND PROVIDE HESE VIDEO TO THE OWNER AND EN INFER FOR ERTIFICATlO . 470 LOW PT STA: 26+oo.o0 ■ LOW PT ELEV: 451.19 ■ PVI STA:26+5o.00 PVI ELEV:452.81 GRADE BREAK STA = z +70.00 K:37.38 ELEV = 459.913 LVC:ioo.00 465 o O rn N o O rl�- ■ o a o N W N W ■ U U > 00 > wLu 460 LOW PT STA: 21+93.88 LOW PT ELEV: 439.o8 ■ (P) 12" G.V. PVI STA:22+43.88 PVI ELEV:439.65 K:47.67 ■ 455 LVC:ioo.00 �(P) FIRE HYD. ASSEMBLY 00 00 (P) FIRE HYD. ASSEMBLY 12"X6" TEE ni ni 12"X6" TEE 1.52' 1-6" G.V. HIGH PT STA: 22+6o.89 + n 1-6" G.V. 2" WAT HIGH PT ELEV: 438.70 N N ■ - STM 450 PVI STA:21+45.89 uri 0i PVI ELEV:438.53 m w FILL (TYP.) K: z6.16 129 LVC:30.00 3.,x 101 445 � + + N J w j N %j W j 1.42' UPm m U 12" WAT w - STM 440 ■ 125 ■ 1.74' 435 2" WAT 1.90' It- STM 12" WAT 99 - STM P) 12" D.I. WATERLINE ■ ■ 430 85 (P) FIRE HYD. ASSEMBLY (P) 12"x8" TEE 12"X6" TEE 2-12" G.V. 1-6" G.V. 1-8„ G.V. ■ 425 ■ 420 ■ ■ 415 ■ ■ 410 ■ ■ 405 ■ 400 ■ 395 ■ ERTICAL SCALE ■ 5 0 2.5 5 10 20 390 1 inch = 5 ft. ■ ■ H RIZONTA SCALE 385 50 D 25 50 100 200 ( IN FEE ) ■ 1 inch = 5 ft. °; ■ 38o >w J W w �w o ■ W 375 Q N ■ (7 4. Z Q ai � Z 372 �D O t0 Ol N � m Ql ry . I� M m n ry c. Ol O O N O O H O 00 y1 W 0) ^ S I� m O 0) Ol 00 W N d ry In m CT m Ol It 6 l0 r 6 � It l0 a 6 l0 a l6 w a 6 't a M 't M W 6 N Ln cl r` in ^ N � N � r,.1 d m S It d d' It .t 3. It S d `t S �t 3 .t ■ .t .t NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL STALL CONSIST UNIFORM LAYER NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VD T 2007 ROAD AN BRIDGE SP CIFICATION 03.04. 2. ALL FILL MUST MEET 959 C MPACrION. SANITARY]SEE MAINS. 4. MINIMUM C017ER MUT BE MAINTAINED Ol/ER/L MA/S.5. MINMUM ERTICAL SEARATION FRM STORM SEER ND 7.5' OF SEPARATION ETWEEN M. & SANITARY SEWER MUST BE 017/QED. 6. VDCT STD. IS-1 INLET SHAPING REQUIRED ON ALL ST RM STRUCTURES. 7. VD T STD SL-1 SAFETY SLAB REQUIRED HERE DROP GREATER THAN 2' (NO SL- ON SANITARY MHS). PO METHYLENE NCASEMENT IF NEEDED BASED ON SO L CONDITIONS, WH CH WILL BE TESTED AND INSPECTED DUPING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTAL ED AND BA KFILLED IN ACCORDANCE WITH UDOr STANDARDS AN REQUIREMENTS. REQUIRED AND HALL INSTA L AND BAC ILL THE PIPES r0 ENSURE PRO ER COMPACTION AROUN THE PIPES AN PREVENT CRUSHING OR DEFORMING HE STORM PIPES DURING C NSTRUCTIO . 70. THE CONTRALTO SHALL CL NAND VIDEO CAMERA LL THESE VIDEOS T THE OWNS AND ENGINEER FOR CE TlFICA TION. ..+�vv ..+.•)v «.�vv •)v �.)�vv ..)•)v �y�vv ..y•)v �]•vv �DD.. w�vv LEWIS & CLARK DRIVE 30 MPH DESIGN SPEED (P) to+oo to+So 11+00 11+50 lz+oo 12+50 13+00 13+50 14+00 14+25 HIGH PT STA: 13+58 50 445 LOW PT STA:12+31.66 T EL V: 436. o 445 PVI ELEV:43 .i8 LOW PT ELEV: 428.55 PVI STA:12+79.i6 K:5.00 PVI ELEV:429.50 LVC:25.00 K:15.87 BVCS:13+33 [11"S 50 440 LVC:95.00 BVCE:434-9 440 I on w ko a EVCE:436.8 j IGH PT STA: 1: +24.32 + �. + m o°I° j HIGH PT ELEV: 4z8.49/ N ui 5° w PVI STA:1 +o 07 iii UP j L S j 435 0 PVI EL 428.0o m 00 w "' 435 + LV :40.50 (7 BVCS: i1+83.82 (P) 4" G.V. Z / BVCE: 425 97 &TYPE A U) EVCS:1 +24.32 BLOW -OFF 430 EVCE: 428.40 430 LOW PT STA: 20+20.02 LOW PT ELEV: 421.79 ° PVI STA:io+5o.03 2.0070 0 PVI ELEV:412.59 0 4�5 K:15.00 425 4" WAT 2 2.83' LVC:80.o1 o o v� 2. 33' - SA 4" WAT - STM 4" WAT o + N a o + � o0 oo� 4 AT 0 52 - SANITARY SERVICE 420 rl •• tii U It •• �i.i U y0' LATERAL CROSSING 420 Um UP m w 63 (P) 4"x4" TEE g-8 425 415 0 0 o P) 4" CL. 53 D.I. WATERLINE 410 410 2.00° 13' 4" WAT 0 - STM 04 0 Lu SANITARY SERVICE w COURT I LLO RIDGE 405 0 LATERAL CROSSINGS (TYP.) 405 �0 15 MP DESIGN SPE D 4"90°BENDTO4"G.V. 0 & TYPE A BLOW -OFF 34A p + 04 Q � 400 z Q 400 W W l0 � M M M O 00 00 w w l7 .+ a. a m a ^' a N W w u, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 SCOTT R. COLLINS'Z Lic. No. 035791,E Z z 0 U w 0 z o [ J f c M F � L ` O ) � z � A F�1 � \ < L F F z z ? Lu F E z 0 0 > U U UO z z s a U U 7 U U U Q J J i a LU LU i w co Q3 En Q Q ne (n En � ae °o m .� a) rn rn a v � cli N V z Q I� Lu W CM � I-1 Cn V) N M J � Q z I --I O LL O� N Q N W Q � Ln W > Q LJJ J -I J IL J Q O > I� W 6- z Lu LU z J ,0 J = L' w U � Q LU Y � W � a Ln `0 = O Lu Z O U z J wLu � z J Q O O O N F- J F t- F O w w a Ln JOB NO. 152116 SCALE AS NOTED SHEET N0. i6 HIGH PT STA: 23+99.76 HIGH PT ELEV: 447.78 TH Oj LOW PT STA: 20+80.48 PVI SELEV:447-5 6 S 53 LOW PT ELEV: 440-44 K.12g27 PVI STA:20+91.00 LVC25.00 SCOTT R. COLLINS'Z PVI ELEV: U Lic. No. 035791,a K:15.74 LOW PT STA: 22+84.48 tP o '0 '0 L68 LOW PT 444 39 i. �t rn 't �vpa 455 BVC eo+.0o PVI STAL 3+z3.g8 + s + IT 455 SSIONAL 1 B CE: 440.67 v N U HIGH PT STA: 21+59.8o PVI ELEV:445-03 ECG EVC : 21+25.00 HIGH PT ELEV: 44239 K:33.72 U m Ln w E CE: 441.28 PVI STA:21+49.8o LVC:79.o1 m w SOPPING / LOW PT STA: 19+92.23 PVI ELEV:442.22 C NDITION HIGH PT STA: 28+39.92 \ LOW PT ELEV: 439.87 K:g.17 ° ii � vim., 50' ANDING 450 PVI STA:2o+02.2 3 LVC:2o.o0 a ^1O 00 a tO a AT 2% MAX 450 HIGH PT ELEV: 438 43 PVI STA:18+14.g2 PVI ELEV:439-97 0 co v, 00 0 co a, M N N W M N W PVI ELEV:438.1g K.1g.o4 m r N v > v > K:47.07 LVC:2o.00 + aO, + > m > ,, FILL (TYP.) z / LVC:50.O0 N 00 N N N � .. U N N � .. m W O 445 `_ ry m ry m N N O m N a v > m U > w 0 445 ¢ o, � o, 00 m oi di o Lu C° W 1.61% (P) 12"x8" TEE z z HIGH PT STA: 1+ 4 37-47 HIGH PT ELEV: \ w > 000 ^ w > > m m > LL w ° 1.64' 8" wAT os' 8" WAT -STM 1-8" 2-12" G.V. G.V. z 0 F- z f 0 cO f 0 cO / 430.59 m w 3 7910 0 J PVI STA:13+97-47 m w 2 p0% z pq� - STM ¢ 440 PVI ELEV:429.7g s.98' 440 /A V� g U z z K:11.28 z ~ ¢ U 0 w 0 w 0.95 0 8" WAT �31 LOW PT STA:12+01.53 LVC:80.00 / 1.34' - SA N 111 O 0 z Ln J w � � � LOW PT ELEV: 414.72 N � ✓ 8" WAT 27 26 0 f a HIGH PT STA: 11+65.on PVI STA:12+40.53 ID + + 7WATERLINE - STM .A '" z u w m m 435 HIGH PT ELEV: 423-99 / PVI ELEV:415-50 1.19' 435 V/ W ¢ m > ¢ ¢ " U > j U U > 2 of u (P) YARD DRAIN 8 WAT 8" WAT 1a1 PVI STA:11+5o.o0 K:15.g8 m U ¢ w m w w PVI ELEV: 1 6 4 3 9 LVC:78.00 m > w CROSSING - SAN7�P)8"D.I. - sTM�"� 1n 1n K:37.90 ^ o W (P) YARD DRAIN 101 (P) FIRE HYD. ASSEMBLY a Lu Lu LVC:3o.00 0 6 7ro+.,,., CROSSING 95 119 8"X6" TEE iii w o a 8"x8" TEE 1-6" G.V. w 4 0P 43 I m H w , 1-8" G.V. 430 w �,m + a Lnm LD vi> a m u '. w ++ ~i w � m � w w 23 22 25 24 > w > m (P) YARD DRAIN 425 HIGH m PT STA:11+i7.5o w CROSSING 21 20 425 HIGH PT ELEV: 412.79 m PVI5TA:11+o0.00 0l° 57 201 9 °�° °� °� w j PVI ELEV:412.30 0y W 00 00 g w K:igo.54 ¢ �° 4 � N 420 0 LVC:35.00 420 0 0 N c �^ �oCq 0 00 00 s 0 +� 0, 18.1 18 + O Lij H . i Lj z U m Q w > U m ji > U w 4�5 53 4�5 Q 2.0 0 .79% _O f� Lu N m 0 o w v M 410 H� 0' w°' v �v 410 Itw w0 w > �> w �j Lj N V/ ww >w 139 g ¢w Ww o 00w aw i J of 49 om _ �oo rco Uap c)a; CM Q �w zN 16.1-16 U 0� ¢ r- �C? CD '+ V pv 060 405 z OJ + (P) 8" WATERLINE + o40 � 405 i z CROSSING N �� J+ Q c.2 Q c7 N J 04 33 z z z� z� z z z O LL 402 - - - 402 N z~ `n W W t0 M W 00 N 0, M ry N M I� ^ ml M W M O O Ol O w M M O N t0 t0 N 1 1 1 W W ~ •i ^ N N N ci M lD �t ri M O ry 00 d 0l ry 00 d W 'i M S 00 M M O 00 u> M ^ 1 CO n M ry � O Ol M O � 0, Ol M ^ 6 S S S 1� W I It S S s It S .t S `t 't \ V/ W LL / < W 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+25 W J J GIRARD DRIVE 15 MPH DESIGN SPEED NOTES: 7. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST z Q o w PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE ~ UNIFORM LAYERS NOT MORE THAN 8 INCHES IN W THICKNESS BEFORE COMPACTION OVER THE ENTIRE O W Z ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD J AND BRIDGE SPECIFICATION 303.04. ~ W 2. ALL FILL MUST MEET 95% COMPACTION. Q U) 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER _ W SANITARY SEWER MAINS. U Lu �- 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L Q MAINS. w 5. MINIMUM 7' OF VERTICAL SEPARATION FROM STORM Y SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. W 6. VDOT STD. IS-7 INLET SHAPING REQUIRED ON ALL STORM w Q 7. STRUCTURES. VDOT STD SL-7 SAFETY SLAB REQUIRED WHERE DROP I Q GREATER THAN 12' (NO SL-1 ON SANITARY MHS). = 0 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN 1/ POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL W CONDITIONS, WHICH WILL BE TESTED AND INSPECTED W DURING THE CONSTRUCTION PROCESS. O 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN �- ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. (n z CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES W TO ENSURE PROPER COMPACTION AROUND THE PIPES Lu AND PREVENT CRUSHING OR DEFORMING THE STORM z PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL Q H PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE 0 THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERTIFICATION. Q. O0 N VERTICAL SCALE 5 0 2.5 5 10 20 J � O W ( IN FEET) Z = 1 inch = 5 ft. N JOB NO. 152116 HORIZONTAL SCALE SCALE 50 0 25 50 100 200 AS NOTED ( IN FEET) SHEET NO. 1 inch = 50 ft. 17 TH OF � 0SCOTT R. COLLINS'Z U Lic. No. 035791,. Avpo*�'IONAL E��'5��4, N z 0 Li F- F- o z z X F- E Lu E 0 z J D w O o 0 a g 0 /A V Z Z Z U z 06 0 cn m U) U) O O O Z J W ¢ J J zf Q wa < < H 0 D w w > z U w m m Q j Q Q u In 0 Q w w > > w w w W �� 0 W Cq w PT qTA- m m o 0 o N N 7 Q LL Ib J O L9 'r__ I� Lu z M � JA O /1 N V J CIO Q o 0 zi H� a O � o W Cn ° N Q N w W p[ Ul Q w o Lu J J z (p J Q 0 °CO LU z W o 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 22+75 � J 3 uj z Q �u� ALDRICH DRIVELu ~ Q� 15 MPH DESIGN SPEED Y W U) o?S �_ W NOTES: � � Q -o 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST � O o PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVECD UNIFORM LAYERS NOT MORE THAN 8 INCHES IN W w THICKNESS BEFORE COMPACTION OVER THE ENTIRE ,�/ w ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD � clL AND BRIDGE SPECIFICATION 303.04. O w 2. ALL FILL MUST MEET 95% COMPACTION. N (� z Z J. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER J SANITARY SEWER MAINS. w o 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WIT 'o MAINS. mi � a 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM z a VERTICAL SCALE SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & J Q i--i a SANITARY SEWER MUST BE PROVIDED. O N 5 0 25 5 10 20 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. O O 7. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP O x ( IN FEET) GREATER THAN 72' (NO SL-1 ON SANITARY MHS). N 2 1 inch = 5 ft. 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN ° POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL W ° CONDITIONS, WHICH WILL BE TESTED AND INSPECTED r w HORIZONTAL SCALE DURING THE coNsrRucnoN PROCESS. O 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN I + F 50 0 25 50 100 200 ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. a Z 0 CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS Ln REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES toe No. ( IN FEET) TO ENSURE PROPER COMPACTION AROUND THE PIPES 152116 0 1 inch = 50 ft. AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. SCALE ° 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL AS NOTED o PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE ° THESE VIDEOS TO THE OWNER AND ENGINEER FOR o CER TIFICA TION. SHEET NO. a 1� o L H 475 475 470 470 465 465 LOW PT STA: ii+iz.5o -\ LOW PT ELEV: 43333 PVI STA:ii+So.00 PVI ELEV:434�08 � \ 46o 460 LVC:75.o0 HIGH PT STA: i7+7z.33 HIGH PT ELEV: 447.67 � N ^'' lu+") PVII ELEV?+75.00447�94 HIGH PTSTA: ig+75.zgLOW PT STA: io+io.00 �w HIGH PT STA: iy+gg.oyK:z7.iiHIGH PT ELEV:444�94 455 LOW PT ELEV:yz8.65 �� � HIGH PT ELEV: 444�35 LVC:75.gz PVI STA:zo+oo.z9 455 PVI STA:zo+35.00 > > ,,i PVI STA:iy+74.oy PVI ELEV: 6 444�5 a PVI ELEV:yzg.i5 m w PVI ELEV:444�oz o a m ^ K:i7 49 LO PT ELEV: 438. z K:iS.00 K:8z.oz + � + � LVC:So.00 PVI STA:zi+77.yo LVC:So.00 H GH PT STA: iz+43.6g LVC:So.00 c^, w � u,i O1 a o' ^ LOW PT STA: zi+i8.00 PVI ELEV:438.67 o �n o IGH PT ELEV: 6z 439� a s a �n �> v �> � N m N a via v� rvi LOW PT ELEV: 439.86 K:z LV 5 o 45o o �o o m 70000 PVI STA:sz+i8.6g o �n o M di r, of � > m u > w + a N � PVI STA:zi+oo.00 :io.00 l+50 + � 1p a PVI ELEV:439.iy PVI ELEV:yyo.zz + a + .. a .. �� o w BV E:438�77 ° ui ° w K:g.16 � � j t� m � v w K:i z EV S: zi+8z.yo j � > LVC:So.00 w LVC 36 0o EV E: 438�77 > m w j � m m w � m w �,30% 0 0 o a`oo 445 HIGH PT STA: ii+o .00 � (P) 8"x6" TEE a a � ^' 445 HI H PT ELEV: 43 .08 N " VI STA:io+87.5 � / lw j Ji j STOPPING PVI ELEV:43z.8 v � v K:S.00 w i.91 �°"'50'ANDING mj00>'�'�CODITION 0�LVGz5.O0 AT %MAX z. o% 440 440 w w o m o o I28 (P) 8"x4" TEE U � J w � n, o a m (P) FIRE HYD. ASSEMBLY • 8 wAr 109 1-4" G.V. 1.32 (P) 8"x8" TEE K o o N � N a o I 8"X6" TEE, 1-6" G.V. -STM $ WAT 3-8" G.V. z `n `w' `n v � (P) FIRE HYD. ASSEMBLY O � o v > m v > w 75 PflIR-RELEASE () VALVE 8"X6" TEE 435 � � m w 1-6" G.V. l0 3 435 � F 1.28' 8" WAT (P) FIRE HYD. ASSEMBLY 5.1 ' WAT SI � 0 pO -STM p) 8" D.I. WATERLINE 8"X6" TEE (P) FIREASSEMBLY a" AT 66' (P) FIRE HYD. ASSEMBLY o�0 1-6" G.V. 8"X6" TEE - S N 8" WAT i� 6"X6" TEE, 1-6" G.V. °o (P) 6" D.I. WATERLINE 67 00 � 1-6" G.V. N o -STM M 43o I CIS (P) 8"x6"TEE co � 25-24 -It 113 v 430 (P) 6'X4�'7REDUCER 1-6" G.V. (P) 8"x8" TEE j j O j j 87 w �O ° w 3_8�� G.V. w z � � � J w > J W � 8"X6" REDUCER ¢ w w � w w � w (P) 12"x8" TEE o (P) 4"x4" TEE � pri J N_ 2-12" G.V. v 2-4" G.V. 61. WAT Z o N U� � � m �� 1-8" G.V. o 425 - srM ° + M � + + + `+° N 4z5 4" CL. 53 D.I. WATERLINE o w y 35 ¢ zu~i � 422 Zc~nw � z� z� yzz W W I� Ll) M 00 a a O Ol O O 'i t0 M� 1p 01 t0 M M a O N N J J � a N O N ^ OD � CO � O M � N � 01 � N Ol Ol l0 W W M � � M � 1� � O � N ^ a � Ln � tp � i� � t0 � a � O �, 01 l7 l7 a s a s a s a� a� a s a s a s a .a1 a s a s a� a .Mt W w 470 470 465 465 46o 46o 455 HIGH PT STA: 12+1S.64 455 / HIGH PT ELEV: 442.80 PVI STA:11+96.64 PVI ELEV:442.42 K:5.95 LVC:38.00 450 450 p N LD 00 +� + N � LI.I N ri a Lu U> V> 445 m m w 445 w > J 2.00% �w p o LOW PT STA: io+io.o5 o LOW PT ELEV: 425.35 m+ PVI STA:10+58.20 440 -0 PVI ELEV:426.31 440 Q K:iS.00 z (n LVC:96.30 (P) 8"x6" TEEo m °4�A 1-6" G.V. 435 0 yo'o10 435 Ln U >°0 Uwm SAN Ca 12-11 430 430 0 425 a ° ° 425 (P) 6" D.I. WATERLINE > w EE p J w 1.66' S" WAT = U °OD 420 - STM 0 LO + 420 (P) 6"-90° BEND TO Q - FIRE HYD. ASSEMBLY 55 z 418 1-6" G.V. U) WW J J D1 N O NN ri N W W Ln Ln q 'i 0 N W W 10+00 10+50 11+00 11+50 12+00 12+So 12+75 ALDRICH LANE 15 MPH DESIGN SPEED FIR 470 470 465 465 / 46o 46o HIGH PT STA: 1i+go.02 LOW PT STA: 10+10.0o HIGH PT ELEV: 446.28 LOW PT ELEV: 432.6o PVI STA:ii+68.02 455 PVI STA:10+54.00 PVI EK:5.03 5.74 45-74 455 K:5•o3 PVI ELEV: 433�48 LVC:44.o0 K:15.o5 LVC:88.00 0 N °N° O ID O o 0 N +� 450 " m m + s " " ui 450 H Lu N l' U U Lu m Ln m w 2.00% m w 445 0 445 CV (P) 8"x6" v 2-8" G.V. w j 1-6" G.V. KW 4400 a y 440 6 4.72' a 6" WAT U - SAN z� 435 �4-�3 435 2.00° v v 430 _>W w 430 2 � 6"-90° BEND 65'(P) TO (P) 6" D.I. WATERLINE w o+ + CN 1-6" G.V. - STM Q 425 58A ? co 425 Ln f M °mIt LLIWEOW, It ItIt N 't OD d lD D .t 10+50 11+00 11+50 12+00 12+25 GIRARD WAY 15 MPH DESIGN SPEED TEE 425 Xx 420 zz 415 / 410 s. zs' 15" STOR SW 405 / ST 59 f 4' OVER 4 2' 400 /CO ER c vER " STORM. S R S R. 35 10" S N. S R 395 ST . 5 393 465 465 460 I 460 HIGH PT STA: 11+71.01 HIGH PT ELEV: 446.95 PVI STA:11+54.76 PVI ELEV:446.62 LOW PT STA: 1o+10.16 K:5.02 455 LOW PT ELEV: 437.09 LVC:32.50 455 PVI STA:10+S2.i6 PVI ELEV:437,93 �^ N o m K:> 5.98 I °m a rl a LVC:84.00 N + a Nw w � o 450 p > _u > 1 450 + m W + ° o / 6i w j 6i 00% >m m W 445 445 > 0 0 (P) 8") o - 20 N 1-4" G 440- v 440 �F _zu> w>. >w o (P) 4" CL. 53 D.I. o w WATERLINE V m 00 435 00 435 (P) 4"-90° BEND TO 4" G.V. Q & TYPE A BLOW -OFF ¢ 432 97 z 432 w w J J n 00 N rn W W D r, d N t W LLL Li Ln ro V) 00C) L O(0 �d- O L0 c0 M Ovj N CO CO C6 M t CA 0 10+50 11+00 11+50 12+00 GIRARD TERRACE 15 MPH DESIGN SPEED 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 EXISTING ACCESS EASEMENT -ACCESS PROFILE 4" TEE V. 470 470 465 465 46o 460 LON V PT STA: io+1 .00 LOW PT 5TA: 10+42.50 LC W PT ELEV: 44 .78 LOW PT ELEV: 447.28 PVI STA:io+1 .00 PVI STA:1o+65.00 PVI ELEV:44 -73 PVI ELEV:447-73 K: .50 K:15.00 455 LVC:45.00 455 BVCS: io+1 .00 0 00 0 �0 BVCE: 446.83 N N LL) W EVC :10+2 .00 + C0 a o°o E CE:44 .83 ° Lii OH Lii yo 450 u m W 450 m W 2 00% 445 -2.00% (P) 8" WATERLINE\ 445 CROSSING \FILL (TL P M \ 440 It 133 440 W j > J w po po � 0 OT 435 435 0 ¢ 432 Z U) 432 L. M It m °o Lu Lu LsukL It ko VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 n ?s 50 100 200 ( IN FEET ) 1 inch = 50 ft. 10+00 10+50 1 +00 11+50 12+00 12+25 GIRARD COURT 15 MPH DESIGN SPEED NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 2. ALL FILL MUST MEET 957 COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L MAINS. 5. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 7. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). B. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER TIFI CA TION. SCOTT R. COLLINS'Z Lie. No. 035791,E z w �2 � Z m: w O � U 0 z O Z U D U OU ¢ J 0- f ❑ w W m N J a w w w w m 0) 0"0+ IT ID Lu ❑ \O O N LuCD z� M CD N co L N C:) WN N W > Lu z J J U) W Lu z� w L W W Lu z C0 JLu Lu I..L Q C:) 0C:) N u z Q J W Q z LL. Lu Lu J Q z Lu L.L V) Lu 2 O z Lu I� 0- ■■ w to J I w z° 0 3 \ I� S s cz 0 N Z 0 U a 0 a U x 0 JOB NO. ° c 01 152116 0� ,n > > SCALE 0 AS NOTED o ._ - 0 O SHEET NO. o- o �9 ° �o U L L ti 2 MH4 STA:14+S2.36 RIM:4o1.50 N INV IN. 397.00TO MH5 z:INV OUT. 391.75TO MH3 x 2 0- O o m oNo 0 o�mm +00 m F- m- D ri InO =ai» g Z Z / 3.24' ;AN- STM U) z O MH9 STA:18+74.77 RIM:431.50 INV IN. 423.2o TO MHgA INV OUT. 423.00 TO MH8 STA:i7+99.62 R I M:427-44 INV IN. 418.43TO MH8.i INV IN. 418.43 TO MH9 INV OUT. 418.23 TO MH7 MH7 STA:17+49.29 RIM:422.83 INV IN. 413.03TO MH8 MH5 \ INV OUT. 412.83 TO MH6 STA:15+28.ig RIM:41o.25 INV IN. 400.45 TO MH6 INV OUT. 400.25 TO MH4 MH6 STA:15+9335 RIM:411.50 INV IN- 401.62 TO MH7 INVIN / INV OUT. 401.420TO MH5 3.74 34A 6" WAT - SA JL b R ANAN ��1^ 37 (9 STM t,V 1519 1.23' t"Z SAN -CTAA 1.05' -SAN -STM 8" DIP 71.83 LF Qa 4.52% 8" DIP 61.16 LF Qa 1.59% 3.82' 4" WAT - SAN 1.29' STM 4.60' 3" WAT - SAN SS 2R 6PVC 73.88 LF 8" SDI 26 PVC 72.i5 LF Qa 6.42% MH9A STA:19+52.65 MHil R I M:43438 STA:21+39.97 INV IN. 424-45 TO MHio RIM:441.25 INV OUT. 424.25TO MH9 INV IN. 433.12TO MH22 INV OUT. 432.92 TO MHio SORti�6y 6 1�F 63'9 STA:20+20.56 RIM:438.58 INV IN. 428.62 TO MHil INV OUT. 428.42 TO MH 2.39' -STM -SAN -4c 8' SDRF @ 313°� 115.4 3.88' 8" WAT - SAN SBDR 26 PVC loo.69 LF Qa 1.17% MH12 STA:22+44.65 RIM:443.25 INV IN. 434-SoTO MH13 INV OUT. 4343o TO MHil OTE 7. ALL ROADWAY ElIBANKMENT VATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESS VE UNl ORM LAYER NOT MORE THAN 8 INCh ES IN THICKNESS BEFO E COMPACTION OVER TH ENTIRE ROADBED AREA N ACCORDA CE WITH VDOT 2007 ROAD BRl P CIFICATION J03.04. 2. ALLI FILL MUST MEET 95% CO PACTION. 3. MlN UM 3.5' 0 COVER MUS BE MAIN TA NED OVER SA ITARY SEWEA MAINS. 4. MINIMUM 3.5' OF COVER MUS T BE MAIN TA NED OVER L MAI S. 5. MINIMUM 7' OF ERTICAL SEPARATION FR M STORM SEWER & W/L A D 1.5' OF SEPARATION BETWEEN WIL & SA ITARY SEWEA MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPIPIG REQUIRED ON ALL STO M STR CTURES.- GR TER THAN 2' (NO SL-7 ON SANITARY MHS). 8. THE DUCTILE IRONI WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SO ESTED AND CONDITIONS, WHICH WILL BE NSPECTED DU ING THE CO STRUCTION RROCESS. ACCORDANCE Wl H VDOT STANDARDS ANC REQUIREMEPITS. CONTRACTOR SHALL USE ST E BACKFILL MATERIAL A REQUIRED AND SHALL INSTALI AND BACK ILL THE PIPES TO ENSURE PRO ER COMPAC ION AROUND THE PIPES ANE PREVENT CRUSHING OR DEFORMINC HE STORM 70. THE CONTRACTON SHALL CLE N AND VID CAMERA A L PIPS AFTER CO STRUCTION IS COMPLETE AND PROVIDE THEE VIDEOS T THE OWNS AND ENGINEER FOR CERTIFICA TION. MH13 STA:24+33.12 RIM:445-92 INV IN. 436.75TO MH14 INV OUT. 436.55 TO MH12 75 4.59' 8" WAT - SAN luy 2.28' -SAN 4.25' 1.61' 3" WAT STM - SAN -SAN 8"SDR 26 PVC 103.32 LF @ o.65% g" SD R 26 PVC 184.47 LF C 50 VERTICAL SC ( N FEET ) 1 in = 5 ft. HORIZONTAL SC 50 1 100 (IN FEET ) 1 incR) = 50 ft. 465 46o 455 MH24 STA:25+40-44 RIM:447.25 INV OUT. 437.42 TO MH13 450 445 440 435 430 425 420 415 INV Ir 410 INV 405 400 395 390 �a 385 38o 375 U W w w WU) STA. 13+99.84 w 370 DUAL 1 O'X6' BOX CULVERT H CROSSING INV=371.89 368 ci n N Vl O O M ci O N Ln 0 O kD N m cn O M n O \D H co D) `t 00 O � O Ln M O m O O N M w M O) N 0) w N m H O) l0 l!1 M ci Vl l0 Ln lD l0 tD M O Ln r! O) ^ l0 'i 00 N m f ci Ln ^ In Ol 00 6 00 A 00 rj n d l,'1 p � 0) , f ID � M � N � O> D) m 00 m O) m O 'i a �H N a 'i N ,H M H m a N M a N S m Ln a M Ln a m LD m LD M tD tD tD �. n a LD a �. %D a ID a �. LD a It m �• a s I r s a s s s 't a a s a I. a s. a s It a s s Zr It It 13+00 13+So 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+So 19+00 19+50 20+00 20+50 21+00 22+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 25+75 MH14 - NORTHFORI<RPS-2-6 445 445 EXISTING GRADE 440 440 MH8.1 STA:11+43.91 RIM:435.87 INV OUT. 427.00 TO MH8 435 435 MH8 PROPOSED GRADE STA:17+99.62 RIM:427-44 IN. 418.43 TO MH8.1 IV IN. 428.43 TO MH9-430 OUT. 418.23 TO MH7 425 425 51 fro SCR �6 420 1�F 1399 420 1.52' STM -SAN 415 415 412 412 ° o Luj� cq a N 10+00 10+50 11+00 11+50 11+75 MH8.1- MH8 SCOTT R. COLLIN' Lic. No. 035791 rrAA VI zW=F z O u Z 0 J I to O rA > W i z ; Z V , H � L W 1n z z Lu F- X f ° w z o 5 o z 5 O ¢ 1 U) V w J J O < Lu o Lu U) m J i w Lu w w 00 m o Q 0) I..L r�_ ui co cri �--I CV M J N 0 z a H� a o LL o W N Q o ui Q J W a Lu c J J � Q� N LLj U) J a r� ui z LL_ O O m o -0�/� _ m 3 Q z W U C) Q LL 0 Y z a Lu Q ° Lu (n o ul U H Z z w z w Luz Oz z w � U) z z J J ui 0 mmi Lu o T < z a O n C> 0 O U O x CV t u J O r H O w w � U d JOB NO. 152116 0 SCALE o a AS NOTED o 0 SHEET NO. o. 20 v r r 465 MH28 465 STA:25+12.83 TH 0 RIM:461.00 �- INV OUT. 445.00 TO MH27 O SCOTT R. COLLINSZ 460 46o U Lic. No. 035791 MH26 MH�7 STA:23+36.84 STA:22+66.29 RIM: 44734 0 MH24 RIM:445J5 INV IN. 435.2o TO MH28 SSIONAL V, MHzl STA:ig+58.56 INV IN. 434.2o TO MH27 INV OUT. 434-oo TO MHzS INV IN. 435 zo (FROM 8" STUB) 455 STA:16+1z. z 9 RIM:44133 INV OUT. 435•oo TO MH26 455 RIM:435-58 INV IN. 431.33 TO MH25 INV IN. 427.7o TO MH22 MHzz INV OUT. 431.13 TO MH23 INV OUT. 427.5oTO MHzo STA:17+02.92 MHzS EXISTING GRADE STAMHzo :15+46.24 [RIM:437-33 INV IN. 429.5o TO MH23 \ STA:2o+61.46 450 RIM: 43433 INV OUT. z oTO MH21 4 9.3 RIM:44i.58 450 z INV IN. 426.00TO MH20.1 INV IN. 43z.17T0 MHz6 0 INV IN. 426.00 TO MHzi INV OUT. 431.97 TO MHz4 / U Ln INV OUT. 425.8o TO MHig MH23 " z / STA:18+oo.13 o W MHlg_ RIM:438.83 / / f r � 445 STA:14+97.76 INV IN. 43033TO MH23.1 445 z D O RIM:433.25 INV IN. 43°33T0 MHz4 o J a o / INV IN. 424.7oTO MHzo INV OUT. 430.23TO MHzz 133 �/\ g o z INV OUT. 424.5oT0 MH18j �/�� co p w j Ln W 44o . PROPOSED GRADE JL 440 0 z o J < z W f Q w J p Q / MH18 STA:13+61.60 \ WAT 6.9 S M 169 10olo SOR Ca 5' a �F ,A Ln > H z '"En f OV a w w m RIM:430.50 / SAN 121 8" W T - AN Vl w w 101 - SAN ti1199 U o MH17 INV IN. 4zo.7oTO MH18a " WA 435 STA:12+77.1g INV IN. 420.7o TO MH1g 3 96' 8 SAN 119 435 w Lu RIM:425.92 INV OUT. 420.5o TO MH17 W 95 TM STM8 -SAN SDR / INV IN. 414.95 TO MH18 (15") 3 29 26 PVC C �/Lu INV OUT. 414-75 TO MH16 2.25' ELEV. 435.2 STM SA 66.54 LF C 1'2°% li j W / 3.60' STM -SAN -SAN 8" SDR 26 PVC MH16 43. YD -SAN SDR 26 PVC 200.83 0 LF 9 430 STA:li+96.68 (15") ELEVSAN 4310 8" SDR z6 PVC 8" 98•90 LF Qa o.65% 430 8" SDR 26 PVC RIM:418.5o INV IN. 4o8.00 TO MH16.1 154-44 LF Qa 0.52% INV IN. 408.00 TO MHi7 R 26 PVC 93.21 LF o.68% STA615+9335 INV OUT. 407.8o TO MH15 3.90' (247 86 00� F @ 1,86% 4 RIM:411.50 INV IN. 4o1.6z TO MH7r 44A YD (15") 425 w co 00 m INV IN. 401.62 TO MH15 425.33 -SAN 8" SDR z6 PVC o o INV OUT. 401.42 TO MH5 -SAN 62.68 LF @ 2.39% N $„ SDR'l gg% 8" SDR 26 PVC Z 420 MHi5 53 132'.161'F 44.48 LF Qa 2.47% 420 STA:1o+68.38 Q INV IN. 402.28 TO MH16 QJC oho J [RIM:413-33 INV OUT. 4oz.o8TOMH6 �y6 0.Cp 0- 2. B" cz0 Ca m 0 415 -salty o1�F g 415 f� Lu M cM z 49 3.5 0' STM 139 L ol° N -SAN 78' (0 1); Q`� 00. M J 410 QQ 410 �Sov S - SAN 3.97'UTM ,f Z N -SAN O LL 405 405 1 N SQR16PkoM a W Q W k=R"SD 12� 3 26 PVC 400 64.38 LF Qa o.720A 400 W J J_ � 398 398 W1 //��/� J J W W In I 01 N lD O M Ln w ,y 00 N It I� 'D I� O H M W �D M I� 00 M Ol a0 M •i 00 l!1 .t S O Vl S 1� 'i r\ M M V1 N 0) W O M N Ol ^ O N O1 00 '1 S N O N lD V1 !^ O e0i m N n M 1� n ^ 00 ® L LL W W ,y Ol ri N N M •i M lD M rl '{ S ri S n't w ri 00 O 00 ri t0 M N 111 M S n'1 111 M S N M d 1� M M M ^ Ol M M 3 M L!1 os O M V1 O1 O M L!1 O1 O M Lll ,y 00 1 O i� 1 N w �t N tD �t M lD �} �t 4 Vl �t ul •i �t 6 .t ^ ci �t O r1 Ln N W Lll O W It •t S S � � .t � � � .t � d � .t � .t � .t �} .t � .t � +t d � .t 1 d � .t I I I � L0L L9 O 10+00 10+ ° 11+00 11+ ° 12+00 12+ 0 1 +00 1 + 0 1 +00 1 + 0 1 +00 1 + 0 16+oo 16+ o 1 +00 1 + 0 18+oo 18+ o 1 +00 1 + 0 20+00 20+ ° 21+00 22+ ° 22+00 22+ 5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 9 5 5 5 0 2 +00 2 + O 2 +00 2 + O 2 +00 5 3 3 5 4 4 5 5 2 +2 5 5 � I� zwry IMH28 -MH6 (:,� < W Y z w NOTES: 7. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST D PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE U) ul 2 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE LDL�l ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD Lu z L.L AND BRIDGE SPECIFICATION 303.04. 2. ALL FILL MUST MEET 95% COMPACTION. � O J. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER z SANITARY SEWER MAINS. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L w MAINS. 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM W SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 0 Z SANITARY SEWER MUST BE PROVIDED. Q F--I 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM (D O STRUCTURES. 7 VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP p VERTICAL SCALE GREATER THAN 12' (NO SL-1 ON SANITARY MHS). ON 0 5 0 2.5 5 10 20 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED ��// DURING THE CONSTRUCTION PROCESS. L.L ( IN FEET) 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN U O 1 inch = 5 ft. ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. w CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS Z = REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES `° JOB NO. HORIZONTAL SCALE TO ENSURE PROPER COMPACTION AROUND THE PIPES 50 0 25 50 00 200 AND PREVENT CRUSHING OR DEFORMING THE STORM 152116 PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL SCALE PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE ( IN FEET) THESE VIDEOS TO THE OWNER AND ENGINEER FOR AS NOTED 1 inch = 50 ft. CERTIFICATION. SHEET NO. 21 0 a c 0 0 a 06 c Z aU� sW Z �CD c Z �W O Z d J C J U U `o `o 0 o s 3 y c �o U � C U w 0 3 � N �a �x o� c � 0 0 Eo �y 03 z it s w � W N z C z W U N � z N J C J O U U 0 0 T � ✓ C 0 a 6 o� a� 0.2 , N �0 U O x � U s N U U 0 0 E EE U O 0 0 o c o� o 0 N C U o� o, O 0 0 m 0 m s t H 3 47p 47p 465 465 460 / 460 EXISTING GRADE 455 455 / 45p 45p 445 445 44p 440 M H16.1 STA:11+88.50 RIM:433�So INV OUT. 4z3�75 TO MH16 435 435 PROPOSED GRADE MH16 43p STA:11+g6.68 430 RIM:y18.5o INV IN. yo8.00 TO MH16.1 INV IN. yo8.00 TO MHs7 INV OUT. yo7.8o TO MH15 4z5 4z5 4zo 4zo lo yi5 �ti bQJ w' 415 4io 4zo 4p5 4p5 J J w w o ��- 11 0 SCOTT R. COLLINS'Z U Lic. No. 035791 � �4�OtONAL z 0 a U U) z o z 0 z J D Lu o 0 K g o /A U Z U � ai$ w CO O 0 N U O Z Q J J WCe O ¢_ � a < ~ w Vl w z o W CO H � a W ru > Q.W W W 0 w w co m m rn W.--\ •-- •-- a LD v o C r." N z INV I IN INV d7 11 Lu i� Lu CY) C`7 H d� N ® J QN 0 z L o W N a Nui W a w Z J J L Q�NLij LU z [a 0 Q Lu /O o 10+00 10+50 11+00 11+50 12+00 12+25 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+50 11+75 10+00 10+50 11+00 11+50 12+00 12+25 N LQ m MH16.1- MH16 MH18.1- MH18 MHzo.l - MHzo MHz3.z - MHz3 Q WY �z w Q � w cn o NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST C o Ln PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN W w THICKNESS BEFORE COMPACTION OVER THE ENTIRE w ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. O W 2. ALL FILL MUST MEET 95% COMPACTION. � Z N J. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER J SANITARY SEWER MAINS. w o 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L o MAINS. 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM z SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN W/L & J a SANITARY SEWER MUST BE PROVIDED. Ur 0 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM N STRUCTURES. C ) VERTICAL SCALE 7. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP 0 C� 5 0 2.5 5 10 20 GREATER THAN 12' (NO SL-I ON SANITARY MHS). N 2 s 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL w o CONDITIONS, WHICH WILL BE TESTED AND INSPECTED ( IN FEET) DURING THE CONSTRUCTION PROCESS. u O 1 inch = 5 ft. w w E 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. w Z CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS HORIZONTAL SCALE REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES �osNo. 50 0 25 50 100 200 TO ENSURE PROPER COMPACTION AROUND THE PIPES 152116 0 AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. SCALE 0 70. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL AS NOTED o ( IN FEET) PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE 1 inch = 50 ft. THESE VIDEOS TO THE OWNER AND ENGINEER FOR o CERTIFICATION. SHEET NO. a m 22 L H 47p 47p 465 465 EXISTING GRADE / 460 460 455 455 / MH18.1 STA:11+yy.86 45p RIM:443�So 45p INV OUT. 436.0o TO MH18 PROPOSED GRADE 445 445 MH18 STA:13+61.60 RIM:43o.50 INV IN. yao.7o TO MH18.1 INV IN. yzo.7o TO MH1g 44 p INV OUT. yzo.5o TO MH17 44p 435 435 43p 43p 0 4z5 4z5 39' 4 A YD ( 5") ELE 426.0 SAN 4zo 4zo 4i8 4i8 J J l7 l7 � � w w 460 460 EXISTING GRADE / 455 � 455 / MHzo.1 STA:11+yz.00 RIM:444�So 45o INV OUT. 438.So TO MHzo 45p MHzo STA:15+y6. zy RIM:43433 INV IN. ya6.00 TO MHzo.1 445 INV IN. yz6.00 TO MHz1 445 INV OUT. yz5.8o TO MH1g PROPOSED GRADE 44p 440 435 435 bQ,` bolo Q•ti �h Q 43p 43p 1�6 4z5 4z5 4zz 4zz J J � ,t s ,t w w V OUT. MHz3.z STA:11+80.68 460 RIM:yy6.67 460 INV OUT. 435�So TO MHz3.1 EXISTING GRADE 455 MHz3 1 455 STA:11+oy.o7 RIM:445�So INV IN. 435�1z TO MHz3.z MHz3 INV OUT. 434�9z TO MHz3 STA:18+o0.13 45p RIM:438.83 N. 430.33 TO MHz3.1 IN. 430�33 TO MHzy PROPOSED GRADE 43o.i3 TO MHzz 445 445 44p 44p 435 435 8" SDR a6 PVC 7z.61 LF Qa o.5z% S�R26P $ � 59o1a 43p ,yoo °'I LF 43p 4z8 4z8 W W � O ° � ID M W W � 1�11 a VI a � V1 a� � w� � s A A O O O O Ap C7 (7 CO A 00 �-' W w W �-' Wp w N N N N N .- 0 ax 0 0 0 �� x0 N '9 N O W T A N O ? N W ? N O O0 N A P. A a\ 0� O1 9 A A A A A A A 9 A W N _ _ _ N 0 A N W T N O A N A N � O W �D 01 A N O W n Do a1 A N O oo a1 A N O W a, A N O O0x Ox W Ox A O W OAx W Ox A O 00 Ox A N 0 [p ri eq?6 O O O O O O O O 0 in o O O O O N N in O O A CD�--� O W -- O O O O O O O O O O O O O O O O O O �- CDij W W N O .- -- -- CD W �--� �--� O O O " N W O O O O O O O O O O O O O O O O O O O O O O CD N i j O O O N -- �--� CD CD N O N -- N N -- W N O O O O O -- N ?. O O O O O O O -- O -- N to O O O O O O O O O O O O O O O O O O O O O o N N -- W N N ^- W N -- :--, N l j 6 0 -- "" 0 0 0 r-. n xx00 N x0 N x0 on x0 A x0 �l A .- A Ox O O W A O O on O Ox A 0 A O w Go N to W A O, .- .- N O A W on O A A Ox 0 0 00 --1 N W J O, — W O, O on 0 x0 A O w N .- O W -1 N W . N O on x0 00 00 Ox Ox --1 N on 0 0 0 y O O 00 O O O O O O uh A on Ox -_1 In O x0 O O O (n 00 Ox O Cl 01 J O O x0 J O Cl Cl O O O O O O O O Cl O O O Cl O O x0 x0 00 --1 J ON �1 00 Ox x0 x0 00 x0 O1 J 00 J Cl Cl O A x0 --1 O Cl O O O O O O O Cl O O O O O O O O O O O x0 J Ox 00 x0 x0 00 00 00 00 00 Ox --1 W 00 00 J 00 00 J J O Cl O O Cl (n (n on 00 Ox O Cl O O O (n on on 00 Q1 O O O O Cl O Cl O O O O O O O O O O O O O Cl Cl 00 00 00 00 00 00 00 --1 --1 00 J J J 00 00 00 J J W W W on O on on O --1 A O N o.n 00 w uh O W O O on on -1 Ox Ox on on O O on O a, J O vi O O w O on Ox on O O O O O O O W a\ O O O O -1 --1 vi uh on O Ox O O on O w O O on A on on on to on J on W on cn on on uh cn on O O O on on O O on on on on on on O O O O O O to O vi on on O O O Ox on O O on on O O on on on on In on to on on uh to on on on on on on on O O O O O O O O O O O O O O O O O O on U on O O O on on on N on on on on on on on on to on on on on U on on on O O O O O O O O O O O O O O O O O O O O O cn on on on on O O O O O U on on on on O O O O O on on In on on on on on on on on on on on on on on on on on on on O O O O O O O O O O O O O O O O O O O O O O '. ' a , «- y �s> EH i- - 1, _ .�✓p �� / �y, ,may %4� / r �� jQq VA r oet - V W s� m / COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. — CHARLOTTESVILLE, VA 22902 — 434.293.3719 IBM co� � I ail W L0 o I i DATE 6/11/18 10/16/18 12/4/18 2/16/19 REVISIONS REVISION DESCRIPTION 3o�b r INITIAL SUBMITTAL a r o o REVISED PER ACSA COMMENTS & LAYOUT MODIFICATIONS REVISED PER ACSA COMMENTS �cr 03 0 o REVISED ALBEMARLE COUNTY COMMENTS PROJECT ul w �z NORTH POINTE NORT .00 - m (7% SHEET TITLE These plans and associated documents are the exclusive property of COLLINS ENGINEERIN HWEST RESIDENTIAL AREA FINAL SITE PLAN DRAINAGE MAP G and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, biddinq, and/or construction stakinq without the express written consent of COLLINS ENGINEERING. NOTES: 7. ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L MAINS. 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l5-7 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-7 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 72' (NO SL-7 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT lF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 10. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER TIFI CA TION. 425 STR:26 VDOT STD. DI-313; L=4' TP=41z.00 INV IN: 404.6o TO 26B INV OUT: 404.5o TO 8 420 STR:8 VDOT STD. DI-31313; L=io' / TP=4o9.00 INV IN: 400. oo TO 10 INV IN: 404. oo TO 26 INV OUT: 399.90 TO 6 410 405 400 30.1 SWIM,' W W J J W W wLL 445 445 STR:22 VDOT STD. DI-313; L=8' STR:16 VDOT STD. DI-3BB; L=4' TP=435.33 TP=433-83 INV OUT: 428.2S TO 20 INV IN: 425.25TO18 440 INV OUT: 425.1S TO 14 STR:20 VDOT STD. DTPB; 435335-33 440 STR:I8VDOTSTD.DI- C L=6' INV IN: 428.00TO2z STR:14 VDOT STD. DI-3BB; L=4' 3 ' INV OUT: 427.go TO 18 TP=433.67 TP=433'67 INV IN: 424.75 TO 16 INV IN: 426.25 TO 32 INV OUT: 424.65 TO 12 INV IN: 426.zs TO zo 435 INV out: 426.15 TO 16 Z, 435 1 430 1 425 1 420 1 415 STR:4 VDOT STD. MH-1 TP=4o4.00 INV IN: 394.41 TO 4B INV IN: 399.5o TO 6o 410 INV OUT: 394-31 TO 2 STR:2 VDOT STD. MH-1 TP=399•So INV IN: 393-33 TO 4� INV OUT: 393.23 TO 405 400 INV OUT. 393.00- 395 VDOT STD. EC-1 CL. RIPRAP W/GEOFILTE FABRIC PROTECTIO W1=9'; W2=23 L=20' min., D=2.5', d50=7 390 388 ww J J W W W U_ 425 STR:8 VDOT STD. DI-3BB; L=io' TP=4o9.00 INV IN: 400.00 TO 10 INV IN: 404.00 TO 26 INV OUT: 399.90 TO 6 STR:6 VDOT STD. DI-36; L=io' TP=403-75 INV IN: 398.00 TO 8 INV OUT: 395.86 TO 4B STR:4B VDOT STD. MH-1 TP=4o3.00 INV IN: 395.26 TO 6 INV IN: 398.5o TO 36 INV OUT: 395.16 TO 4 STR:12 VDOT STD. DI-3BB; L=io' TP=425.83 INV IN: 418.75 TO 30 INV IN: 418.75 TO 24 INV OUT: 411.00 TO 10 STR:io VDOT STD. DI-3BB; L=io' TP=4o9.67 INV IN: 405.42 TO 12 INV OUT: 401.00 TO 8 PROPOSED GRADE WATER SERVICE CROSSING (TYP.) 199 ggLF 2.78' 12" WAT STM EXISTING GRADEJ �./ 1. 0' 7 s N 5-4 - TM 15" HDPE 4A 50.33 LF t7a 1.99% 18" HDPE 94.84 LF @a 2.00% 1'7/0 -S 17 15 _ 15'HDPE 1.64 LF @ o.64% / 13 / PE � 15N�216�� 213 *ZLF 1S" HDPE i S1.03 LF Qa o.78% VERTICAL SC ( �IN FEET ) 1 in h = 5 ft. �5� I I L08.81 LF 15" HDPE_ 48.o8 LF Qa 0.52% SCOTT R. COLLINSZ Lic. No. 035791 !a 1.16' 2 WAT430 _ z 0 � � r F- z ui � 0 O J /A g o Z v' U U a o w � F- U V 4�5 o z V � O O J W E f W Q 1=4~ o > LU z W m H Q Of o W 420 > w > W d o W W LU > Of 415 O nvr N 148.60 LF @ 0.50% 24" HDPE _::�5Vso o zs so 0o zoo 36" HDPE 219.94 LF Qa o.5o% mm- 28.44 LF @ 3 45°� ( IN FEET ) 36" HDPE 23.24 LF Qa i.00% WATERTIGHT JOINTS REQUIRED In 01 M 01 ,-I 't 1� O M M 00 Ol lD M N 0) 01 M lD 00 L!1 Ol rl rl It .t H . � l0 O 01 0 .+ lD M lD O M 'i ,y M n N 00 .}' ^ ul ri 'i 00 O° N 0 'i N N M O t6 1� S Vl N rl + 00 6 Ol c1 ci cl S M ^ 0) '1 ^ 01 N 00 ri 00 r; l0 . 0) �1'. 00 00 111 + r\ ul O O O O O O 0 0 0 O 0 0 0 O ci 0 H rl ri •i N N N ci N N M •i M ri M N M rl M 'i M N M M M M M .t .t .t d 3' .t .t .t �t t .t + S S S t t .t d S S .t .t d 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 22+7 435 435 STR 2 2 - OUT STR:142 VDOT STD. DI-3B; L=8' TP=423.67 INV OUT: 416.75 TO 5o STR:26B VDOT STD. DI-3BB; L=12' STR:30 VDOT STD. DI-3B; L=12' TP=414.83 TP=426.33 INV OUT: 4o6.33 TO 26 INV OUT: 419.00 TO 12 435 STR:34B VDOT STD. DI-36; L=4' STR:32 VDOT STD. DI-3C; L=6' 425 TP=412.83 425 TP=433.67 INV OUT: 4o6.33 TO 34 STR:18 VDOT STD. DI-3C; L=6' INV OUT: 426.5o TO 18 / TP=433.67 430 STR:So VDOT STD. DI-3BB; L=16' TP=420.17 INV IN: 413.00 TO 142 430 STR:iz VDOT STD. DI-3BB; L=io' / 415 TP=425.83 430 INV IN: 426.25 TO 32 STR:34 VDOT STD. DI-3B; L=1o' INV IN: 426.25 TO 20 435 TP=412.67 STR 8 VDOT STD INV OUT: 411.50TO 38 DI- BB� L-6' 2 LIM 1.06' 8" WAT - STM 2bA 405 15" HDPE -7 55-77 LF r7a 3.10% i5" HDPE 400 34-49 LF Qa 1.45% 395 392 O 0�0 ON N 0 a 10+00 10+50 11+00 11+25 STR z6B - STR 8 INV IN: 418.7s TO 30 INV OUT: 426.i5 TO i6 INV IN: 4o6.02 TO 34B 420 3 3 ; - 4 5 INV IN: 418.75TO14 INVOUT:405.92T036 TP=414-33 INV OUT: 411.0o TO 10 / INV IN: 405.84 TO 40 INV IN: 407.5o TO 50 / INV OUT: 4os.74 TO 36 425 425 430 _ , 430 STR:36 VDOT STD. DI-3B; L=12' 415 420 420 t2" WAT - ST TP=410.00 1.12' INV IN: 403. 24 TO 34 WAT 1.14' INV IN: 402.24TC JOUT:4oz.14T046 - - STM 31 12" WAT INV 4 20 - ST 4 20 2 45 2 45 415 11J' 4 415 �9 410 410 15 HDPE 48.07 LF Qa 0.52% 1.04' 4" WATER STM 15� HDPE 415 48.49 LF Qa 0.52% 4 20 420 /405 33 405 / 06' IS" HDPE ST S MN 27.79 LF @ 1.12% I 410 410 415 415 7-b 400 400 4o8 4o8 412 412 15" HDPE 398 63.56 LF Qa 4.22% 398 W W N EU0UjjL0l 00 W W ~ M Louujjuo�j tD 1� l7 l7 * S 'tWLL s It 10+00 10+50 10+75 10+00 10+50 10+75 10+00 10+50 11+00 11+25 STR 30 - STR 12 STR 32 - STR 18 STR 34B - STR 36 f"345 HDPE 62 LF dal 8.22% 410 49 410 1S" HDPE 64.79 LF Qa 6.17% 4.00' STM 405 -SAN 405 402 16 15 402 W W i 00 kD J J 0 U' It t W LL 10+00 10+50 11+00 11+2S STR 142 - STR 38 410 m 00 0% o N 405 Q J 400 L9 IT— � r� W M coz 0) N U) 395 M J Q0 z a 390 O LL o w N Q 388 W W Q Q O LLI C 5 J Q W L J > � J LU L.L V W O o 0 //•� /j Q 0- o 0. H- 3 z< W = W C) Q LU LL � 0 W ' z Qa Lu Ln W c ° Ulc� LU z o- w LLI w z O z z w � (n z z J J JW LL1 o J Q o a 0 O U O x r U J ° y U O W E W U d L JOB NO. 152116 g 0 SCALE ° a AS NOTED o c 0 SHEET NO. a �4 s 450 450 STR:48 VDOT STD. DI-3B; L=8' TP=435.92 445 INV OUT: 429.83 TO 46 445 STR:46 VDOT STD. DI-313; L=8' �\ TP=433.92 INV IN: 42T S TO 48 440 INV OUT: 427.75 TO 44 440 / STR:44 VDOT STD. DI-313; L=io' TP=431.50 INV IN: 425.00 TO 58 435 INV IN: 425.00 TO 46 435 INV OUT: 424.go TO 42 / EXISTING GRADE PROPOSED GRADE / STR:42 VDOT STD. DI-313; L=16' 430 TP=424.83 430 INV IN: 416.85 TO 44 47 INV IN: 416.85 TO 54 / INV OUT: 416.75 TO 40 .2s' ° 45 0 'STR:40 VDOT STD. DI-36; L=6' o 425 TP=41575 0 425 INV IN: 409,42 T0140 - p INV IN: 407.42 TO 42 ° 15" HDPE INV OUT: 407.32 TO 38 0 o 15" HDPE 105.12 LF Qa 1.88% 1.29 / 43 11g.65 LF t7a z.30 0 420 STR:38 VDOT STD. DI-3BB; L=6' p 420 T4 4 STR:36 VDOT STD. DI-3B; L=12' o T INV IN: 405.84 TO 400 SANITARY SEWER TP=410.00 INV IN: 407.5o TO 50 o LATERAL CROSSING (TYP.) INV IN: 403.24 TO 34 INV OUT: 405-74 TO 36 INV IN: 402.24 TO 38 / INV OUT: 402.14 TO 4B HDPE 415 - _ 15" 128.90 LF t7a 6.24% 41 0 410 1.01' 0 410 - STM 0 TR:46 VDOT STD. MH-i 3 1.16' 0 15" HDPE TP=403.00 / 112.13 LF t7a 8.320/0 INV IN: 395.z6 TO 6 INV IN: 398.5o TO 36 _ 37 405 INV OUT: 39S.i6 TO 4 18" HDPE 59.65 LF Qa 2.48% 1.24' p o 35 s?M ° 400 -SAN 400 18" HDPE 6-5 152.88 LF Qa 2.29% :0, HDPE 58-57 LF Qa 6.21% SANITARY SEWER 395 LATERAL CROSSING (TYP.) 395 390 390 388 388 W Lu W c1 �. L!1 1� Q1 W O1 Ql N M O lO N 00 N O N V1 n 0) W J J W W O •i 00 ci �} O N pl N N N M M W! M M Cl M Ln m .t It \O .t ei 'T N M M 1 l7 l7 S It d It S .t 1 m W LL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 STR 48 - STR 4B VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft NOTES.• 7. ALL STORM PIPE SHALL BE CLASS //I RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L MAINS. 6. MINIMUM 7' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-7 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-7 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 70. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 71. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERTIFICA TION. 14+50 15+00 15+5o 16+oo 16+5o 17+00 17+25 46o 46o 455 455 i 455 450 450 445 / STR:44 VDOT STD. DI-313; L=io' 445 445 TP=431.50 INV IN: 425.00 TO 58 STR:56 VDOT STD. DI-313; L=4' TP-426 58� INV IN: 425.0o TO 46 INV OUT: 429.83 TO 54 INV OUT:1 24.90 TO 42 440 440 435 STR:54 VDOT STD. DI-313; L=8' TP=4z6.25 INV IN: 418.6o TO 56 INV OUT: 418.5o TO 42 435 430 STR:42 VDOT STD. DI-313; L=16' TP=424.83 430 INV IN: 416.85 TO 44 INV IN: 416.85 TO 54 425 2 41 INV OUT: 416.75 TO 40 425 425 Lt3!i 1.25' 1.96' 8" WA 6" WAT - ST 418 420 - srM 55 420 53 W W 15" HDPE w U- 29.32 LF Qa 4.19% 415 2.81 15 HDPE 4�5 46 73 LF @ 3.53% -SAN 412 1] 16 412 Ww W H J J W W S d y V1 IN l7 l7 a a d W LL 10+00 10+50 11+00 11+25 STR 56 - STR 42 455 450 STR:58 VDOT STD. DI-3B; L=4' TP=433.25 SCOTT R. COLLINS'Z Lic. No. 035791 a INV IN: 425.8o TO 58B � INV OUT: 425.7o TO 44 z O a V STR:58B VDOT STD. DI-3B; L=6' LL_ 0 0 F w TP=433.25 z z INV OUT: 426.33 TO 58 z0 w OV J O 'g 0 V Z ZV °n f Co 34 Ln 435 Lu a u Lu 0 0 a > z ULr) w m V/ H s Q > Ln 430 > w 1 28' W 8 WAT STM 5 STM 15" HDPE -SAN 32.29 LF Qa 1.64% 15" HDPE 52.24 LF Qa 1.34% 420 1g-18 418 m M � � a 10+00 to+5o 11+00 11+25 STR 58B - STR 44 450 450 I / STR:64 VDOT STD. DI-3BB; L=6' TP=4z9.5o INV IN: 421.75 TO 66 STR:62 VDOT STD. DI-3BB; L=12' INV IN: 423.25 TO 236 445 TP=4�7.30 445 INV OUT: 421.25 TO 62 [INV IN: 419-35 TO 64 INV IN: 421-35 52 INV OUT:4g25TO 60 440 440 435 435 STR:52 VDOT STD. DI-36; L=4 TP=429.16 INV OUT: 422.00 TO 62 430 430 425 425 1.39' 4" WAT 51 - STM 420 420 ST 15 HDPE _cone 59.6o LF Qa i.og% W W M IN i 9 J J W W m n W l7 l7 I a w LL 10+00 10+50 11+00 11+25 STR 52 - STR 62 J J Lu Lu LuLL 435 430 425 1.29' STM 420 -SAN m! 1 412 My 450 445 STR:136 VDOT STD. DI-313; L=12' TP=43z.41 INV OUT: 424.75 TO 64 1 1 4401 1,13' 8" WAT - STM 15" HDPE 54-59 LF t7a 2.75% 435 430 425 420 415 m m 0 i 10+00 10+50 11+00 11+25 STR 136 - STR 64 m 110 m w .. .. .. CD � l\O CD .NL9 -i N Q O r�_ Lu zC� c>7 O N vi i /1 CM J < 0 0 z a T O LL W N Q Lu W Q LQ °Luc Z J J o J Q l/') W > J ® Lu 1 LL a F_ LuO O L9 Q 0 J a o s i--i LU z= Lu C) Q 0 Wz� Y Q w H LU c Q T o in E 2 0 z LLI it w Luz z F/ z 0 c� w � z z J J w Lu O o a Qn C� 0 O 3 O " x 2 s U J O w U O ~ a w E wry 3 U n {n JOB NO. 152116 SCALE AS NOTED a SHEET NO. a �5 II 475 II 470 465 46o EXISTING GRADE / 455 / 1 1 STR:72 VDOT STD. DI-313; L=8' TP=442.42 STR:74 VDOT STD. DI-36; L=1o' / INV IN: 43635 TO 74 TP=444.50 INV OUT: 436.25 TO 68 INV IN: 437 45 TO 76 INV OUT: 43735 TO 72 450 °m STR:68 VDOT STD. DI-313; L=8' PROPOSED GRADE STR:66 VDOT STD. DI-313; L=4' p TP=44 o.00 TP= 18 435•00 0 Z O INV IN:433.18TO72 445 INV IN: 429.25TO138 INV OUT: 428.75 TO 64 H O F O m INV OUT: 433 08 TO 138 WATER SERVICE -CROSSING( TYP.) 00 S 00 m H m STR:64 VDOT STD. DI-3BB; L=6' 11 � Oj 44o TP=yz9.5o INV IN: 421.75 TO 66 Ln F ? ? INV IN: 423.25 TO 136 INV OUT: 421.25 TO 62 1.42 73 STR:62 VDOT STD. DI-3 BB; L=1I'/ 435 TP=427'30 INV IN: 43-9.35TO64 14 81 WAT ]1 a o 1. 2' - sTM o INV IN: 421.35 TO 52 6 13.5" INV OUT: 419.25 TO 6o HDPE 0 15" HDPE 123.56 LF Qa o.81% / 0 128.52 LF Qa z.39% 430 STR:6o VDOT STD. MH-11155239 TP=425.00 - 0 i5" HDPE STM INV IN: 415.27 TO 62 t11' 3 ' -SA 39.98 LF @ 1.64% INV OUT: 414.0o TO y 8" WAT - STM SANITARY SEWER 11-10 LATERAL CROSSING (TYP.) 4�5 1.46' 6 No 51o010 15" HDPE 4" WA - sT 4 VF 70.8o LF @ 4.3 5% 1yi 1420 1415 1410 II 405 II 400 II 395 STR:4 VDOT STD. MH-i TP=4o4.00 INV IN: 394-41 TO 46 INV IN: 399.5o TO 6o INV OUT: 39431 TO z �15" HDPE 1.3 sT 49.92 LF @3.8:L% _cent IV 0 TES. 7. ALL STORM PIPE SHALL BE CLA S llI RCP UNLESS NOTED OTHERWISE. A MINIM OF 2' COVER OVER STORM PIPES M ST BE PROVIDED. 2. ALL R ADWAY EMBANKMENT MA FERIAL SHALZ CONSIST P EDOMINANTL K OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHE IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED ,303.04. J. ALL Fh L MUST MET 95% COMPACTION. 4. MINIM 3.5' OF C VER MUST HE MAINTAINE9 OVER SAN TARY SEWER MAINS. 5. MINIM 3.5' OF COVER MUST BE MAINTAINED OVER W L MAINS. 6. MINIM I' OF VERTICAL SEPAR TION FROM STORM SEWER & W/L AN 1.5' OF SEPARATION BETWEEN W/L SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. l5-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NOS -1 ON SANI FARY MHS). ENCAS MENT IF NEI DED BASED ON SOIL CONDITIONS, WHY CH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 70. HDPE PIPE SHALL BE INSTALLS AND BACKFILLED IN ACCORDANCE WI H VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFLL MATERIAL AS REQUIRT AND SHALL INSTALL AND BACKFILL THE CRUSHING OR DEFO MING THE STORM PIPES DURING CONSTRUCTION. 71. THE CONTRACTOR SHALL CLEAN AND VIDEO AMERA ALL PIPES AFTER CONSTRUCTION IS OMPLETE, AND PROVIDE HESE VIDEOS TO THE OWVER AND E GINEER FOR CERTIFICATI N. 475 470 465 46o 455 STR:76 VDOT STD. DI-36; L=4' TP=444-50 INV OUT: 43775 TO 74 445 3'" WAT - STM !{.!}O 15" HDPE 36.72 LF �aQa 0.8�1% 430 425 420 415 455 450 STR:102 VDOT STD. DI-36; L TP=443. INV IN: 436.35 TO 1 INV IN: 438.00 TO 1 INV OUT: 436.25 TO 5 450 STR:ioo VDOT STD. DI-36; L=12' TP=441.z5 410 INV OUT: 434-io TO 82 STR:82 VDOT STD. MH-1 TP=442.25 INV IN: 429.92 TO 84 INV IN: 433.5o TO too INV OUT: 429.82 TO 8o 405 1440 440 1 432 455 STR:144 VDOT STD. DI-36; L=6' TP=445.58 INV OUT: 440.58 TO 1o2 450 445 440 15" HDPE 435 52.90 LF Qa 4.88% 43z O o m It S 10+00 10+50 11+00 11+25 STR 144- STR 102 VERTICAL SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. 400 395 390 390 388 388 'i Ol M N 00 •i O of S *,tVl n f!1 N O M 0, O M O of Ol 0, �Y' of 00 .t O ci Ln rl d' N Ln M N .t 00 S A S Ln M O1 Ln M � l0 � O 00 to ,y 00 t0 �y 00 to N 00 lD M of ID d N M m m m r d S d d 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+25 STR 76 - STR 4 ww J J W W W LLLL 435 430 1 422 S' 455 STR:116 VDOT STD. DI-313; L=6' TP=443-42 455 STR:114 VDOT STD. DI-313; L=6' INV IN: 436.18 TO 118 STRa18 VDOT STD. DI-36; L=6' TP=440.58 INV IN: 436.18 TO 122 TP=445-50 INV IN: 433-5o TO 116 INV OUT: 436.o8 TO 114 INV OUT: 438.17 TO 116 INV IN: 433-So TO 120 INV OUT: 433.4o TO go 450 EXISTING GRADE WATER SERVICE FR:go VDOT STD. MH-1 CROSSING (TYP.) TP-44o 17 INV IN: 434-oo TO 102 445 INV IN: 431.6o TO gz PROPOSED GRADE INV IN: 431.67 TO 114 INV OUT: 432.5o TO 88 440 ° 2. 6 3' 440 ° 117 2.30' 435 a STM 435 1132' 0 Vi5" o HDPE 15" HDPE 115.98 LF @a 1.72% 430 127.28 LF @2.20% 430 15" HDPE SANITARY SEWER 50.7o LF @3.41oAo 428 LATERAL CROSSING (TYP.) 428 N It p N 0o It S 't It It rF�_W�j It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 „ TH OF SCOTT R. COLLIN' Lie. No. 035791 z O J a ZEn O w 0 Z M _J J a o H L z (n W U) 0 z z 0 O O 3 0 z U Z Q O U) U U Z Q J w � 0- 2: oU w w CO N J U w Q w w N W w 0- 0 w 20 STR 118 -STR 90 i0 v ID QO ti r r ti N � STR:112 VDOT STD. DI-3BB; L=1o' 465 TP=450.85 INV IN: 444.67 TO 128 INV OUT: 442.00 TO 126 STR:126 VDOT STD. DI-3BB; L=4' 450 41 TP=448.08 INV IN: 440-43 TO 132 INV IN: 440.92 TO 3.12 INV OUT: 440.00 TO 124 STR:124 VDOT STD. I-3BB; =io' 445 TP=447.58 I N V I N: 439. 27 TO 126 INV OUT: 439.17 TO 8o STR:8o VDOT STD. MH-1 440 TP=445.00 INV IN: 428.97 TO 82 INV IN: 438.92 TO 124 INV OUT 8 8 TO STR:128 VDOT STD. DI-31313; L=8' TP=45733 INV IN: 448.83 TO 130 INV OUT: 446.67 TO 112 WATER SERVICE / CROSSING (TYP.) PROPOSED GRADE 4z 77 1.25' F 12' WA - STM 435 445 12' „ ,5 8" WA sr 111 15" HDPE 430 440 ��5 123 69.82 LF @o.86a/o 24" HDPE 78.23 LF Qa 1.38% 24" HDPE 51.22 LF Qa 1.43% 425 435 HDPE 20.18LF Qa 1.24% 422 m 430 It 3 S a 10+00 10+50 11+00 11+25 425 STR too - STR 82 422 J J t7 l7 W FLL D c) N z Q ti uj m C') N U) ® M J a F 0 V ,n 0 1 z n 465 C) o o N STR:130 VDOT STD. DI-3BB; L=8' CV w TP=457.67 INV IN: 449.6o TO STUB INV OUT: 449 So T01z8 o LLI C Z J J J ul W 455 W LLa 1 44' 12' WAT OLu o STM 0 _j CL Q ° 1_ -II 3 � 129 450 = w W s u U ��// LZ Q 24" HDPE 0 48.43 LF @ 1.38% 445 _z Q LU �.. i 24" HDPE 133.04 LF @ 1.5o°/a Z) o 440 _ 0 z w ' ILL�.rLLL/ 0 w _w W z O z Z N 435 CO z J w w o � z 430 Q (� pv > O CD U K N 425 Jo 422 G 0 Lu w E W � U .t Dl W M t0 y� � 00 H 'D m d In00 'O m a d- It vi L°Dii � JOB NO. It 152116 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 SCALE D a AS NOTED o STR 130 - STR 8o SHEETNO. 26 N N L H STR:86 VDOT STD. DI-3CC; L=6' 455 STR:84 VDOT STD. DI-3BB; L=8' TP=439 25 INV IN: 430 54 TO 86 TP=439.25 INV IN: 431.00 TO 88 INV OUT: 430.90 TO 84 INV OUT: 430�44 TO 82 7R:8o VDOT STD. MH-1 TP=445.00 INV IN: 428.97 TO 82 STR:82 VDOT STD. MH-1 STR:88 VDOT STD. DI-3BB; L=4' TP=43933 INV IN: 431.25 TO go INV IN: 438.92 TO 12y INV OUT: 428.87 TO TP=442.25 INV IN: 429.92 TO 84 INV OUT: 431.i5 TO 86 445 INV IN: 433.5o TO too INV OUT: 429.82 TO 8o r-EXISTING GRADE / STR:go VDOT STD. MH-1 TP=44o.17INV IN: 434.00 TO 202 FINV IN: 431.6o TO 92 INV IN: 431.67 TO 114 L_ INV OUT: 431.5o TO 88 440 435 INV OUT. 428.65- 430 VDOT STD. EC-1 CL. Al RIPRAP W/GEOFILTER FABRIC PROTECTION W1=9'; W2=23', L=20' min., D=1.4', d50=7" 425 422 W W J J W W w � 465 46o 16g.4o LF Qa 0.50% 36" HDPE 42.55 LF Qa o.52% N cMj N N tD LI1 t<1 rl rj �1' 1. 't S S It S 10+00 10+50 11+00 STR:102 VDOT STD. DI-36; L=8' TP=443-00 INV IN: 43635 TO 104 INV IN: 438.00 TO 144 INV OUT: 436.25 TO go STR:go VDOT STD. MH-i TP=44o.17 INV IN: 434•oo TO 102 INV IN: 431.6o TO 92 INV IN: 431.67 TO 114 INV OUT: 431.5o TO 88 445 440 435 8" WAT - STM 53' WAT 121' WAT 24"nvr� 103.18 LF @ 0.50% 24" HDPE 49a8 LF Qa o.5o% 24" HDPE 28.37 LF Qa o.53% z4" HDPE 71.61 LF @ o.5o% N tD .t tD O N N N H tD M O ri H O It It It It 't "t ItIt S 't 't' d d 11+50 12+00 12+50 13+00 13+50 14+00 14+50 STR 98 - OUT STR:104 VDOT STD. DI-3B; TP=444-42 INV IN: 437-43 TO 1o6 INV OUT: 4v.z-4 TO 102 EXISTING STR:1o6 VDOT STD. DI-38; L=6' TP=446.58 INV IN: 439.14 TO io8 INV OUT: 439-04 TO 104 WATER SERVICE CROSSING (TYP.) 2.74' 6" WA .85' - STM 6' WAT STM 10] 105 1.13' 2. o S F�� - U u o 15" HDPE 15 "HDPE 16r.8o LF 0 o.cs% 43.82 LF Qa 2.24% b5" HDPE 15' HDPE 131.8z LF Qa 1.22% LF Qa 0.50% 15" HDPE 73.18 LF Qa o.51% STR:92 VDOT STD. DI-313; L=8' TP=439.25 INV IN: 43232 TO 94 1 -7 INV OUT: 432.22 TO go 455 STR:94 VDOT STD. DI-313; L=y' TP=438.So INV IN: 432.79 TO 96 INV OUT: 432.69 TO 92 450 STR:96 VDOT STD. DI-3B; L=8' TP=438.67 \ INV IN: 433.29 TO 98 INV OUT: 433.29 TO 94 STR:98 VDOT STD. DI-313; L=6' TP=43833 INV OUT: 433.45 TO 96 440 18' 0 STM V-SA r N 0 N N d I d It It It 15+00 15+50 16+oo 465 46o STR:208 VDOT STD. DI-313; L=6' TP=447-17 INV IN: 440.15 TO 110 INV OUT: 440.o5 TO io6 455 STR:1io VDOT STD. DI-313; L=4 TP=447-Oo INV OUT: 440.33 TO i I8 45° 445 1.06' 8" W T - ST 440 15" HDPE 30.83 LF Qa o.58% 14-13 435 �52 94 LF C 4 z5% ° SANITARY SEWER LATERAL CROSSING (TYP.) 430 430 ST(MN �4-�3 428 428 WW H 00 Ol Ol W 1� M ci 'i 00 J J W w O N 0 00 Li, 01 lD to n t6 a a11, w W 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75 STR 110 - STR go WAT 1 435 97 SERST.E 95 15" HDPE 29.21 LF @o.55% 15" HDPE 430 81.44 LF o.5o% N 23-22 -ARY SEWER 4�5 RAL CROSSING (TYP.) 422 O N W O00 to 6 It It It 't't 16+5o 17+00 17+50 17+75 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 o 20 ( IN FEET ) 1 inch = 50 ft NOTES' ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L MAINS. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 10. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERTIFICATION. 440 440 435 1 1 / 1 1 435 430 1 1 1 430 425 425 STR:140 VDOT STD. DI-3B; L=6' TP=415-75 STRAO VDOT STD. DI-3B; L=6' INV OUT: y11.00 TO 40 TP=415-75 420 INV IN: 409.42 TO 140 INV IN: 407.42 TO 42 INV OUT: yo7.32 TO 38 415 415 410 410 15" HDPE 32.57 LF @ 4.85% 3.50' 405 SAN 405 16-15 402 402 J W O W W M l7 l7 a W LL 10+00 10+50 10+75 STR 140 - STR 40 STR:122 VDOT STD. DI-36; L=8' TP=443-50 INV OUT: 436.5o TO 3.16 450 STR:116 VDOT STD. DI-313; L=6' TP=443-42 INV IN: 436.18 TO 118 INV IN: 436.3.8 TO 122 I N V O UT: 436. o8 TO 114 440 MR 2.54' STM -SAN 430 428 STR:126 VDOT STD. DI-3BB; L=4' TP=448.o8 [INV IN: 440-43 TO 132 INV IN: 440.92 TO 112 INV OUT: 440. oo TO 124 STR:132 VDOT STD. DI-313; L=6' TP=447.86 INV IN: 440.93 TO 134 INV OUT: 440.83 TO 126 450 450 STR:134 VDOT! TP=447.27 / INV OUT: 441.2; 77/445 445 8 WAT - STM 133 131 440 440 3.5" HDPE 15" HDPE 64.4o LF @o.! 78.77 LF Qa o.51% 5.48 435 STM 435 432 27-26 432 W W J J Ol N S00 N 00 W W V' l7 It 'IT m S It `t S .t 6 IT w LL 450 10+00 10+50 11+00 11+50 11+75 126 STR 134 - STR 450 445 1 STR:114 VDOT STD. DI-313; L=6' TP=44o.58 INV IN: 433-5o TO 116 INV IN: 433.5o TO 120 INV OUT: 433-4o TO go 440 44° 1 19 8" WAT - STM 435 15" HDPE 28.10 LF @a 1.14% -z5 430 428 Lu W J J W W M w l7 a W LL 10+00 10+50 10+75 STR122- STR 116 435 1.0l, 430 STM 428 7D. DI-313; L=12' TO 132 2% 450 STR:120 VDOT STD. DI-3C; L=io' TP=44o.50 INV OUT: 433.67 TO 214 440 1.08' STM 435 15" HDPE 27.83 LF Qa o.61% 430 25-24 428 W W S M J J w W W 0 6 V' l7 WLlLL 10+00 10+50 10+75 STR 120 - STR 114 SCOTT R. COLLINSZ Lic. No. 035791,1, Z z o d U w o 0 t J r e i c en = m r 00< z V/ w ; `H7 c uj i tie � z � w z 5 2 o ' 2: u S O z V i Q O V U Lu a � w m E J i W Ln i al 00 co rn o 1 to CDN-i N z Q J O � W Z Ch M N v' co a F Q N V 0 CN a T O LL. C O o\ o N Q I Q Lu WW Q o Lu z J J ° i w J L z LL a O C O L9 0 0 s fl��'wrn t 3 z = Lu V C) Q0 wz Y' Q a Lu 0 o H LU C 0 C 2 ° c� LLJ z z O z F --- w N _ U) z Z J W w o o J N a Q o O a LJ O C:)U CDx N ce u Lu ° wO H w E Z Lu 3 ° L o a 30B NO. 152116 0 N SCALE ° AS NOTED o ° SHEET NO. n 2] °' N N H ®��--_-_-_- INLET STATION OUTLET WATER SURFACE ELEV � ]Jo Q. ZW S6 Hf JUNCTION LOSS FINAL INLET WATER RIM Vo Ho QIN V •NWRT 1 1 • • 1 i • • • • • • • • • • • • • • • • • • • • • • • • I I I • • • ' • _ U / �' i I11 N Q V; V; /2g H; ANGLE Hp H, 1.3H, .SHt H SURFACE ELEv. ELEV IEMVATUNS Lr CN Ld Lu Lij Ln Lu Lu 0 IN N Qi*Vi V,2/2g Hi ANGLE �' �--_-_-_- INLET STATION OUTLET WATER SURFACE ELEV lq Do Qo ZW S6 Hf JUNCTION LOSS FINAL INLET WATER RIM Vo Ho QIN V � 2 j TH CFG O � SCOTT R. COLLINS'Z L� Lic. No. 035791,E �oSIONAL E�Ol�� N 0 a � T ` ° ° 0 J ° o a o 3 0 o � o 0 ° z w z z_ z w w z J o o 0 n o a U x ° t ° y E ° U �° 0 ° o 0 a N r H /A ZU z O w O O � > J J Z z O V u~ o O f Z g 01 � Z W O VLn Q w w w F o V Q Ln V a W O w ac � F z w � O Z Z O U J Q w m J w Ln w O (H r/ H W w 0 00 .. \O 0 C) 00 .. ti rn .. N O L9 r�- O z M N ® M a � O W N Q W w J z J ®� o za= = U W ' w UJ w Z � � w [� O N O O U z 0- W / ) V 1 J Q 7 L �1 LL w < J0 �Qo W 0 i--f L� �/'� V J W 2 � O z w z O 2 w O �zw a v J V W J z Q 0 0 J W = JOB NO. 152116 SCALE AS NOTED SHEET NO. 29 PIPE DESIGN n=0.013forRCP n=0.01forHDPE Rpe Hydrology Pipe J 2 in O] co N J � � � W � s N J y) °� N E C � v w u � m 3 m m E m o C CO � E °) w C 1Y0 0 m m 5 E � _ U U U F - d U' N L U C N YI C � � �' E C O N C °) E O p E Y o O LL m 3 E E w > - - J C (n ❑ LL DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET �-�.PE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 22 DI-3B CGS 8 435.33 VDOT STD. IS-1 REO'D 21 15 48.08 0.52% 428.25 428.00 HDPE 20 DI-3B CGS 10 435.33 VDOTSTD. IS-1 REO'D 19 15 108.81 1.52% 427.90 426.25 HDPE 18 DI-3C CGS 6 433.67 VDOTSTD. IS-1 REO'D 17 15 141.64 0.64% 426.15 425.25 HDPE 16 DI-3BB CGS 4 433.83 VDOTSTD. IS-1 REO'D 15 15 51.03 0.78% 425.15 424.75 HDPE 14 DI-3BB CGS 4 433.67 VDOTSTD. IS-1 REO'D 13 15 213.42 2.76% 424.65 418.75 HDPE 12 DI-3BB CGS 10 425.83 VDOTSTD. IS-1 REO'D 11 15 199.89 2.79% 411.00 405.42 HDPE 10 DI-3BB CGS 10 409.67 VDOTSTD. IS-1 REO'D 9 15 50.33 1.99% 401.00 400.00 HDPE 8 DI-3BB CGS 10 409.00 VDOTSTD. IS-1 REO'D 7 18 94.84 2.00% 399.90 398.00 HDPE 6 DI-3B CG-6 10 403.75 VDOTSTD. IS-1 REO'D 5 24 119.94 0.50% 395.86 395.26 HDPE 4B MH-1 CGS - 403.00 VDOTSTD. IS-1 REO'D 4A 36 148.60 0.50% 395.16 394.41 HDPE 4 MH-1 CGS - 404.00 VDOTSTD. IS-1 REO'D 3 36 28.44 3.45% 394.31 393.33 HDPE 2 MH-1 CGS - 399.50 VDOTSTD. IS-1 REO'D 1 36 23.24 0.99% 393.23 393.00 HDPE 26B DI-3BB CG-6 12 414.83 VDOTSTD. IS-1 REO'D 26A 15 55.77 3.10% 406.33 404.60 HDPE 26 DI-3B CGS 4 412.00 VDOT STD. IS-1 REO'D 25 15 34.49 1.45% 404.50 404.00 HDPE 30 DI-3B CG-6 12 426.33 VDOT STD. IS-1 REO'D 29 15 48.49 0.52% 419.00 418.75 HDPE 32 DI-3C CG-6 6 433.67 VDOTSTD. IS-1 REO'D 31 15 48.07 0.52% 426.50 426.25 HDPE 48 DI-3B CGS 8 435.92 VDOT STD. IS-1 REO'D 47 15 105.12 1.88% 429.83 427.85 HDPE 46 DI-3B CG-6 8 433.92 VDOT STD. IS-1 REO'D 45 15 119.65 2.30% 427.75 425.00 HDPE 44 DI-3B CGS 10 431.50 VDOT STD. IS-1 REO'D 43 15 128.90 6.25% 424.90 416.85 HDPE 42 DI-3B CGS 16 424.83 VDOTSTD. IS-1 REO'D 41 15 112.13 8.32% 416.75 407.42 HDPE 40 DI-3B CGS 6 415.75 VDOTSTD. IS-1 REO'D 39 18 59.65 2.48% 407.32 405.84 HDPE 38 DI-3BB CG-6 6 414.33 VDOTSTD. IS-1 REO'D 37 18 153.70 2.28% 405.74 402.24 HDPE 36 DI-3B CG-6 12 410.00 VDOTSTD. IS-1 REO'D 35 18 57.76 6.30% 402.14 398.50 HDPE 346 DI-3B CGS 4 412.83 VDOT STD. IS-1 REO'D 34A 15 27.79 1.12% 406.33 406.02 HDPE 34 DI-3B CGS 10 412.67 VDOT STD. IS-1 REO'D 33 15 64.20 4.17% 405.92 403.24 HDPE 142 DI-3B CG-6 8 423.67 VDOT STD. IS-1 REO'D 141 15 45.62 8.22% 416.75 413.00 HDPE 50 DI-3BB CG-6 16 420.17 VDOTSTD. IS-1 REO'D 49 15 64.79 6.17% 411.50 407.50 HDPE 140 0 DI-3B CG-6 6 4'S.75 VDOTSTD. IS-1 REO'D 139 15 32.57 4.85% 411.00 409.42 HDPE 56 DI-36 CGS 4 426.58 VDOTSTD. IS-1 REO'D 55 15 29.32 4.20% 419.83 418.60 HDPE 54 DI-3B CGS 8 426.25 VDOT STD. IS-1 REO'D 53 15 46.73 3.53% 418.50 416.85 HDPE 58B DI-36 CGS 6 433.25 VDOT STD. IS-1 REO'D 58A 15 32.29 1.64% 426.33 425.80 HDPE 58 DI-3B CGS 4 433.25 VDOTSTD. IS-1 REO'D 57 15 52.24 1.34% 425.70 425.00 HDPE 76 DI-3B CGS 4 444.50 VDOTSTD. IS-1 REO'D 75 15 36.72 0.82% 437.75 437.45 HDPE 74 DI-3B CGS 10 444.50 VDOTSTD. IS-1 REO'D 73 15 123.56 0.81% 437.35 436.35 HDPE 72 DI-36 CGS 8 442.42 VDOTSTD. IS-1 REO'D 71 15 128.52 2.39% 436.25 433.18 HDPE 68 DI-3B CGS 8 440.00 VDOT STD. IS-1 REO'D 67 15 39.98 1.63% 433.08 432.43 HDPE 138 DI-3B CGS 6 439.25 VDOT STD. IS-1 REO'D 137 15 70.80 4.35% 432.33 429.25 HDPE 66 DI-3B CGS 4 435.08 VDOT STD. IS-1 REO'D 65 15 122.77 5.70% 428.75 421.75 HDPE 64 DI-3BB CG-6 6 429.50 VDOTSTD. IS-1 REO'D 63 15 49.92 3.81% 421.25 419.35 HDPE 62 DI-3BB CG-6 12 427.42 VDOTSTD. IS-1 REO'D 61 15 68.75 5.79% 419.25 415.27 HDPE 60 MH-1 CGS - 425.00 VDOTSTD. IS-1 REO'D 59 15 90.46 16.03% 414.00 399.50 HDPE 52 DI- CGS 4 429.08 VDOT STD. IS-1 REO'D 51 15 59.60 1.09% 422.00 421.35 HDPE 136 DI-3B CGS 12 432.42 VDOT STD. IS-1 REO'D 135 15 54.59 2.75% 424.75 423.25 HDPE DRAINAGE DESCRIPTIONS STIR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 98 DI-3B CG-6 6 438.33 VDOTSTD. IS-1 REO'D 97 15 29.21 0.55% 433.45 433.29 HDPE 96 DI3B CG-6 8 438.67 VDOTSTD. IS-1 REO'D 95 15 81.44 0.49% 433.19 432.79 HDPE 94 DI-3B CG-6 4 438.50 VDOTSTD. IS-1 REO'D 93 15 73.18 0.51% 432.69 432.32 HDPE 92 DI3B CG-6 8 439.25 VDOTSTD. IS-1 REO'D 91 15 124.54 0.50% 432.22 431.60 HDPE 90 MH-1 CG-6 - 440.17 VDOTSTD. IS-1 REO'D 89 24 49.18 0.51% 431.50 431.25 HDPE 88 DI-3BB CGS 4 439.33 VDOTSTD. IS-1 REO'D 87 24 28.37 0.53% 431.15 431.00 HDPE 86 DI-3CC CG-6 6 439.25 VDOTSTD. IS-1 REO'D 85 24 71.61 0.50% 430.90 430.54 HDPE 84 DI-3BB CG-6 8 439.25 VDOTSTD. IS-1 REO'D 83 24 103.18 0.50% 430.44 429.92 HDPE 82 MH-1 CG-6 - 442.25 VDOTSTD. IS-1 REO'D 81 24 169.40 0.50% 429.82 428.97 HDPE 80 MH-1 CG-6 - 445.00 VDOTSTD. IS REO'D 79 36 42.55 0.52% 428.87 428.65 HDPE 100 DI-3B CG-6 12 441.25 VDOTSTD. IS-1 REO'D VDOTSTD. SL-1 REO'D 99 15 69.82 0.86% 434.10 433.50 HDPE 118 DI-3B CG-6 6 445.50 VDOTSTD. IS-1 REO'D 117 15 115.98 1.72% 438.17 436.18 HDPE 116 D13B CG-6 6 443.42 VDOTSTD. IS-1 REO'D 115 15 117.28 2.20% 436.08 433.50 HDPE 114 DI-3B CG-6 6 440.58 VDOTSTD. IS-1 REQ'D 113 15 50.70 3.41% 433.40 431.67 HDPE 120 DI-3C CG-6 10 440.50 VDOTSTD. IS-1 REO'D 119 15 27.83 0.61% 433.67 433.50 HDPE 122 DI-3B CGS 8 443.50 VDOTSTD. IS-1 REO'D 121 15 28.10 1.14% 436.50 436.18 HDPE 110 DI-3B CG-6 4 447.00 VDOTSTD. IS-1 REO'D 109 15 30.83 0.58% 440.33 440.15 HDPE 108 DI3B CG-6 6 447.17 VDOTSTD. IS-1 REO'D 107 15 165.80 0.55% 440.05 439.14 HDPE 106 DI-3B CGS 6 446.58 VDOTSTD. IS-1 REO'D 105 15 131.82 1.22% 439.04 437.43 HDPE 104 DI3B CG-6 6 444.42 VDOTSTD. IS-1 REO'D 103 15 43.82 2.24% 437.33 436.35 HDPE 102 DI-3B CG-6 8 443.00 VDOTSTD. IS-1 REO'D 101 15 52.94 4.25% 436.25 434.00 HDPE 130 DI-3BB CGS 8 457.67 VDOTSTD. IS-1 REO'D 129 24 48.43 1.38% 449.50 448.83 HDPE 128 DI-3BB CG-6 8 457.33 VDOTSTD. IS-1 REO'D 127 24 133.04 1.50% 446.67 444.67 HDPE 112 DI-3BB CG-6 10 450.85 VDOTSTD. IS-1 REO'D 111 24 78.23 1.38% 442.00 440.92 HDPE 126 DI-3BB CG-6 4 448.08 VDOTSTD. IS-1 REO'D 125 24 51.22 1.43% 440.00 439.27 HDPE 124 DI-3BB CGS 10 447.58 VDOTSTD. IS-1 REO'D 123 24 20.18 1.24% 439.17 438.92 HDPE 134 DI-3B CG-6 12 447.17 VDOTSTD. IS-1 REO'D 133 15 64.40 0.53% 441.27 440.93 HDPE 132 D13B CG-6 6 447.86 VDOTSTD. IS-1 REO'D 131 15 78.77 0.51% 440.83 440.43 HDPE 144 DI3B CG-6 6 445.58 VDOTSTD. IS-1 REO'D 143 15 52.90 4.88% 440.58 438.00 HDPE INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet t � d o C pO Y d > J N N � w v � rn ' o ° 03 � o Q _ Q U U C7 (7 C1 O � O. o � O j H t N J W 0 3 Q �(A x Ol 10 >C1 p1 N N N N > N y H lL s °0 a � O N W N i. O l° U N C x c m m u � � o '3 a � o m o � II IryI d J C � U m fn fq J J W Ci Ci U 6 3B 10.0 0.15 0.75 0.113 0.45 0.00 0.45 0.0460 0.0200 2.0 0.0830 4.1500 3.71 0.90 3.5120 0.1463 0.1517 6.67 1.50 1.00 0.45 0.00 - 8 3BB 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0690 0.0200 2.0 0.0830 4.1500 3.17 0.93 3.5120 0.1463 0.1561 6.75 1.48 1.00 0.36 0.00 - 10 366 10.0 0.17 0.85 0.145 0.58 0.00 0.58 0.0690 0.0200 2.0 0.0830 4.1500 3.78 0.92 3.5120 0.1463 0.1546 8.28 1.21 1.00 0.58 0.00 - 12 3BB 10.0 0.16 0.85 0.136 0.54 0.00 0.54 0.0790 0.0200 2.0 0.0830 4.1500 3.60 0.93 3.5120 0.1463 0.156t 8.36 1.20 1.00 0.54 0.00 - 14 3BB 4.0 0.06 0.85 0.051 0.20 0.00 0.20 0.0110 0.0200 2.0 0.0830 4.1500 3.61 0.93 3.5120 0.1463 0.1561 3.06 1.31 1.00 0.20 0.00 - 16 3B6 4.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0110 0.0200 2.0 0.0830 4.1500 3.84 0.91 3.5120 0.1463 0.1532 3.32 1.21 1.00 0.24 0.00 - 20 3B 10.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0240 0.0200 2.0 0.0830 4.1500 5.37 0.86 3.5120 0.1463 0.1458 7.42 1.35 1.00 0.87 0.00 - 22 3B 8.0 0.15 0.85 0.128 0.51 0.00 0.51 0.0240 0.0200 2.0 0.0830 4.1500 4.40 0.87 3.5120 0.1463 0.1473 5.89 1.36 1.00 0.51 0.00 - 26 3B 6.0 0.10 0.77 0.077 0.31 0.00 0.31 0.0200 0.0200 2.0 0.0830 4.1500 3.77 0.96 3.5120 0.1463 0.1605 4.29 1.40 1.00 0.31 0.00 8 266 3BB 12.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0755 0.0200 2.0 0.0830 4.1500 3.91 0.95 3.5120 0.1463 0.1590 8.84 1.36 1.00 0.66 0.00 - 30 3B 12.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0790 0.0200 2.0 0.0830 4.1500 4.40 0.87 3.5120 0.1463 0.1473 10.84 1.11 1.00 0.93 0.00 - 34 3B 10.0 0.22 0.85 0.187 0.75 0.00 0.75 0.0420 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.1463 0.1546 7.95 1.26 1.00 0.75 0.00 - 346 3B 4.0 0.27 0.85 0.230 0.92 0.10 1.02 0.0440 0.0200 2.0 0.0830 4.1500 5.09 0.83 3.5120 0.1463 0.1415 9.68 0.41 0.62 0.63 0.39 36 38 3BB 6.0 0.10 0.85 0.085 0.34 0.00 0.34 0.0200 0.0200 2.0 0.0830 4.1500 3.91 0.95 3.5120 0.1463 0.1590 4.49 1.34 1.00 0.34 0.00 - 40 3B 6.0 0.21 0.80 0.168 0.67 0.00 0.67 0.0200 0.0200 2.0 0.0830 4.1500 5.05 0.88 3.5120 0.1463 0.1488 6.22 0.96 1.00 0.67 0.00 - 42 3B 16.0 0.22 0.80 0.176 0.70 0.26 0.97 0.0910 0.0200 2.0 0.0830 4.1500 4.35 0.86 3.5120 0.1463 0.1458 11.55 1.38 1.00 0.97 0.00 - 44STR 3B t0.0 0.20 0.80 0.160 0.64 0.14 0.78 0.0200 0.0200 2.0 0.0830 4.1500 5.35 0.83 3.5120 0.1463 0.1415 6.84 1.46 1.00 0.78 0.00 - 46 STR 3B 8.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0200 0.0200 2.0 0.0830 4.1500 4.95 0.83 3.5120 0.1463 0.1415 6.29 1.27 1.00 0.64 0.00 - 48 3B 8.0 0.36 0.77 0.277 1.11 0.02 1.13 0.0200 0.0200 2.0 0.0830 4.1500 6.14 0.81 3.5120 0.1463 0.1385 8.09 0.99 1.00 1.13 0.00 - 50 3BB 16.0 0.27 0.77 0.208 0.83 0.00 0.83 0.1008 0.0200 2.0 0.0830 4.1500 4.04 0.84 3.5120 0.1463 0.1429 11.33 1.41 1.00 0.83 0.00 - 52 3B 4.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0308 0.0200 2.0 0.0830 4.1500 4.39 0.93 3.5120 0.1463 0.1561 6.45 0.62 0.82 0.48 0.10 34B 54 3B 8.0 0.22 0.80 0.176 0.70 0.00 0.70 0.0449 0.0200 2.0 0.0830 4.1500 4.41 0.92 3.5120 0.1463 0.1546 7.91 1.01 1.00 0.70 0.00 - 56 3B 4.0 0.27 0.77 0.208 0.83 0.00 0.83 0.0449 0.0200 2.0 0.0830 4.1500 4.70 0.93 3.5120 0.1463 0.1561 8.43 0.47 0.69 0.57 0.26 42 58 3B 4.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0379 0.0200 2.0 0.0830 4.1500 4.22 0.94 3.5120 0.1463 0.1576 6.83 0.59 0.80 0.46 0.12 44 586 3B 6.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0379 0.0200 2.0 0.0830 4.1500 4.39 0.92 3.5120 0.1463 0.1546 7.22 0.83 0.96 0.61 0.03 44 62 3B 12.0 0.26 0.76 0.198 0.79 0.00 0.79 0.0720 0.0200 2.0 0.0830 4.1500 4.22 0.90 3.5120 0.1463 0.1517 9.67 1.24 1.00 0.79 0.00 - 64 3BB 6.0 0.04 0.63 0.025 0.10 0.00 0.10 0.0460 0.0200 2.0 0.0830 4.1500 2.12 1.00 3.5120 0.1463 0.1663 3.37 1.78 1.00 0.10 0.00 - 66 3B 4.0 0.04 0.80 0.032 0.13 0.00 0.13 0.0200 0.0200 2.0 0.0830 4.1500 2.71 0.99 3.5120 0.1463 0.1649 2.92 1.37 1.00 0.13 0.00 - 68 3B B.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0191 0.0200 2.0 0.0830 4.1500 4.80 0.90 3.5120 0.1463 0.1517 5.69 1.41 1.00 0.58 0.00 - 72 3B 8.0 0.17 0.80 0.136 0.54 0.00 0.54 0.0191 0.0200 2.0 0.0830 4.1500 4.70 0.90 3.5120 0.1463 0.1517 5.55 1.44 1.00 0.54 0.00 - 74 3B 10.0 0.27 0.80 0.216 0.86 0.00 0.86 0.0130 0.0200 2.0 0.0830 4.1500 6.01 0.81 3.5120 0.1463 0.1385 6.34 1.58 1.00 0.86 0.00 - 76 36 4.0 0.07 0.80 0.056 0.22 0.00 0.22 0.0130 0.0200 2.0 0.0830 4.1500 3.62 0.97 3.5120 0.1463 0.1619 3.28 1.22 1.00 0.22 0.00 - 84 3BB 8.0 0.25 0.85 0.213 0.85 0.00 0.85 0.0170 0.0200 2.0 0.0830 4.1500 5.68 0.75 3.5120 0.1463 0.1298 7.10 1.13 1.00 0.85 0.00 - 88 3BB 4.0 0.04 0.75 0.030 0.12 0.00 0.12 0.0200 0.0200 2.0 0.0830 4.1500 2.64 0.99 3.5120 0.1463 0.1649 2.84 1.41 1.00 0.12 0.00 - 92 STR 3B 8.0 0.21 0.90 0.189 0.76 0.00 0.76 0.0095 0.0200 2.0 0.0830 4.1500 6.06 0.81 3.5120 0.1463 0.1385 5.46 1.47 1.00 0.76 0.00 - 94 3B 4.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0100 0.0200 2.0 0.0830 4.1500 5.06 0.88 3.5120 0.1463 0.1488 4.39 0.91 0.99 0.47 0.01 48 96 3B 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0460 0.0200 2.0 0.0830 4.1500 3.71 0.96 3.5120 0.1463 0.1605 6.44 1.24 1.00 0.45 0.00 - 98 3B 6.0 0.18 0.77 0.139 0.55 0.00 0.55 0.0460 0.0200 2.0 0.0830 4.1500 4.02 0.95 3.5120 0.1463 0.1590 7.08 0.85 0.97 0.54 0.02 48 100 36 12.0 0.35 0.66 0.231 0.92 0.00 0.92 0.0310 0.0200 2.0 0.0830 4.1500 5.24 0.82 3.5120 0.1463 0.1400 8.42 1.43 1.00 0.92 0.00 - 102 3B 8.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0400 0.0200 2.0 0.0830 4.1500 1.92 0.95 3.5120 0.1463 0.1590 2.88 2.78 1.00 0.07 0.00 - 104 3B 6.0 0.18 0.77 0.139 0.55 0.00 0.55 0.0320 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.42 0.93 0.99 0.55 0.00 - 106 3B 6.0 0.13 0.85 0.111 0.44 0.00 0.44 0.0150 0.0200 2.0 0.0830 4.1500 4.55 0.86 3.5120 0.1463 0.1458 4.85 1.24 1.00 0.44 0.00 - 108 3B 6.0 0.10 0.90 0.090 0.36 0.00 0.36 0.0130 0.0200 2.0 0.0830 4.1500 4.33 0.88 3.5120 0.1463 0.1488 4.21 1.43 t.00 0.36 0.00 - 110 3B 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.0130 0.0200 2.0 0.0830 4.1500 3.07 0.99 3.5120 0.1463 0.1649 2.69 1.49 1.00 0.14 0.00 - 112 366 10.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0340 0.0200 2.0 0.0830 4.1500 4.15 0.94 3.5120 0.1463 0.1576 6.33 1.58 1.00 0.52 0.00 - 114 3B 6.0 0.14 0.85 0.119 0.48 0.00 0.48 0.0295 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 5.85 1.03 1.00 0.48 0.00 - t 16 3B 6.0 0.16 0.76 0.122 0.49 0.00 0.49 0.0161 0.0200 2.0 0.0830 4.1500 4.65 0.90 3.5120 0.1463 0.1517 5.03 1.19 1.00 0.49 0.00 - 118 3B 6.0 0.10 0.66 0.066 0.26 0.00 0.26 0.0260 0.0200 2.0 0.0830 4.1500 3.38 0.95 3.5120 0.1463 0.1590 4.37 1.37 1.00 0.26 0.00 - 122 3B 8.0 0.30 0.75 0.225 0.90 0.00 0.90 0.0161 0.0200 2.0 0.0830 4.1500 5.86 0.83 3.5120 0.1463 0.1415 6.80 1.18 1.00 0.90 0.00 - 124 3BB 10.0 0.20 0.85 0.170 0.66 0.00 0.68 0.0320 0.0200 2.0 0.0830 4.1500 4.64 0.85 3.5120 0.1463 0.1444 7.33 1.36 1.00 0.68 0.00 - 126 3B6 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.0320 0.0200 2.0 0.0830 4.1500 2.59 0.98 3.5120 0.1463 0.1634 3.55 1.13 1.00 0.14 0.00 - 128 3BB 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0590 0.0200 2.0 0.0830 4.1500 3.60 0.93 3.5120 0.1463 0.1561 7.19 1.11 t.00 0.47 0.00 - 130 STR 3B8 8.0 0.10 0.90 0.090 0.36 0.00 0.36 0.0590 0.0200 2.0 0.0830 4.1500 3.26 0.96 3.5120 0.1463 0.1605 6.33 1.26 1.00 0.36 0.00 - 132 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.16 0.0200 0.0200 2.0 0.0830 4.1500 3.08 0.99 3.5120 0.1463 0.1649 3.37 1.78 1.00 0.18 0.00 - 134 36 12.0 0.44 0.63 0.277 1.11 0.00 1.11 0.0200 0.0200 2.0 0.0830 4.1500 6.09 0.81 3.5120 0.1463 0.1385 8.02 1.50 1.00 1.11 0.00 - 136 STR 3B 12.0 0.24 0.85 0.204 0.82 0.00 0.82 0.0512 0.0200 2.0 0.0830 4.1500 4.55 0.91 3.5120 0.1463 0.1532 8.80 1.36 1.00 0.82 0.00 - 138 3B 6.0 0.09 0.90 0.061 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0830 4.1500 3.84 0.96 3.5120 0.1463 0.1605 4.38 1.37 1.00 0.32 0.00 - 142 3B 8.0 0.12 0.77 0.092 0.37 0.00 0.37 0.0997 0.0200 2.0 0.0830 4.1500 2.98 0.99 3.5120 0.1463 0.1649 7.37 1.09 1.00 0.37 0.00 - 144 3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0150 0.0200 2.0 0.0830 4.1500 3.96 0.95 3.5120 0.1463 0.1590 3.94 1.52 1.00 0.31 0.00 - TH OFF SCOTT R. COLLINSZ L� Lic. No. 035791 a 0 IONAL V) Z O U to r o Z Lu F F � z J Z) � O O g 0O Z /A U Z U °S w m U-) N O Q U O Z Q cC J J W p a E W (H O O W �/ Wof: z U W m H Lu `7 Q � w W W QL W w u) w m 00 m M a ti v CD N z ^�^ l I..L ti W C� H1 N V / � J a z I� C] LL W N Q Q W W > oC J Q Z J J O Z> Q� ® z J H W U U J 0 J F 1 Q Z= wU U LjJ W w V) Z F- w Q Z LU LLI L 0 r^�r� O Cn rJ w w rJ Q c� O ® O O N U w J H H Lu O w w a Ln JOB NO. 152116 SCALE * gutter longitudinal slope of 0.001 should be used in a sump condition * gutter longitudinal slope of 0.001 should be used in a sump condition AS NOTED grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth grate inlets (DI-7) in open pavement areas will not have a curb spread, but will hake inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities SHEET NO. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 30 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a x ui m O c c C v O N � d o d r H £ 0 5 c �v_ m 3 `m rn � � � v a o � O a > � d ti � d d d v;« � 3 � w � w left 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 right 0.14 0.75 0.105 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0830 4.1500 7.42 0.72 18 3C 6.0 combined flow 0.8 0.11 0.247 5.66 left 0.09 0.85 0.077 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0830 4.1500 6.59 0.77 right 0.09 0.85 0.077 0.31 0.00 0.31 0.0010 0.0200 2.0 0.0830 4.1500 6.59 0.77 32 3C 6.0 combined flow 0.6 0.09 0.200 4.58 left 0.16 0.84 0.134 0.54 0.00 0.54 0.0010 0.0200 2.0 0.0830 4.1500 8.14 0.68 right 0.17 0.84 0.143 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0630 4.1500 8.32 0.66 36 3B 12.0 combined flow 1.1 0.10 0.215 4.92 left 0.11 0.66 0.073 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0830 4.1500 6.46 0.78 right 0.12 0.66 0.079 0.32 0.00 0.32 0.0010 0.0200 2.0 0.0830 4.1500 6.67 0.77 86 3C 6.0 combined flow 0.6 0.09 0.199 4.56 left 0.07 0.85 0.060 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0830 4.1500 5.99 0.81 right 0.08 0.85 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0830 4.1500 6.30 0.80 114 3C 6.0 combined flow 0.5 0.08 0.177 4.06 left 0.22 0.80 0.176 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 9.00 0.62 right 0.21 0.80 0.168 0.67 0.00 0.67 0.0010 0.0200 2.0 0.0830 4.1500 8.85 0.64 120 3C 10.0 combined flow 1.4 0.12 0.272 6.23 left 0.04 0.77 0.031 0.12 0.00 O.t2 0.0010 0.0200 2.0 0.0830 4.1500 4.68 0.90 right 0.05 0.77 0.039 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0830 4.1500 5.09 0.88 140 3C 4.0 combined flow 0.3 0.06 0.138 3.16 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � d � o C O « O rn ° ' o ° Q U U ci O O � O N O I0 a � � C Q N � Q �in Ol � (n fn > N N H lL s °D a � O N lL N fV l° U N C J C f0 fA N J J W O a V 6 3B 10.0 O.t5 0.75 0.113 0.45 0.00 0.45 0.0460 0.0200 2.0 0.0830 4.1500 3.71 0.90 3.5120 0.1463 0.1517 6.67 1.50 1.00 0.45 0.00 - 8 38B 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0690 0.0200 2.0 0.0830 4.1500 3.17 0.93 3.5120 0.1463 0.1561 6.75 1.48 1.00 0.36 0.00 - 10 386 10.0 0.17 0.85 0.145 0.58 0.00 0.58 0.0690 0.0200 2.0 0.0830 4.1500 3.78 0.92 3.5120 0.1463 0.1546 8.28 1.21 1.00 0.58 0.00 - 12 38B 10.0 O.t6 0.85 0.136 0.54 0.00 0.54 0.0790 0.0200 2.0 0.0830 4.1500 3.60 0.93 3.5120 0.1463 0.1561 8.36 1.20 1.00 0.54 0.00 - 14 36B 4.0 0.06 0.85 0.051 0.20 0.00 0.20 0.0110 0.0200 2.0 0.0830 4.1500 3.61 0.93 3.5120 0.1463 0.1561 3.06 1.31 1.00 0.20 0.00 - 16 36B 4.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0110 0.0200 2.0 0.0830 4.1500 3.84 0.91 3.5120 0.1463 0.1532 3.32 1.21 1.00 0.24 0.00 - 20 3B 10.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0240 0.0200 2.0 0.0830 4.1500 5.37 0.86 3.5120 0.1463 0.1458 7.42 1.35 1.00 0.87 0.00 - 22 3B 8.0 0.15 0.85 O.t28 0.51 0.00 0.51 0.0240 0.0200 2.0 0.0830 4.1500 4.40 0.87 3.5120 0.1463 0.1473 5.89 1.36 1.00 0.51 0.00 - 26 36 6.0 0.10 0.77 0.077 0.31 0.00 0.37 0.0200 0.0200 2.0 0.0830 4.1500 3.77 0.96 3.5120 0.1463 0.1605 4.29 1.40 1.00 0.31 0.00 8 26B 3BB 12.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0755 0.0200 2.0 0.0830 4.1500 3.91 0.95 3.5120 0.1463 0.1590 8.84 1.36 1.00 0.66 0.00 - 30 3B 12.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0790 0.0200 2.0 0.0830 4.1500 4.40 0.87 3.5120 0.1463 0.1473 10.84 1.11 1.00 0.93 0.00 - 34 3B 10.0 0.22 0.85 0.187 0.75 0.00 0.75 0.0420 0.0200 2.0 0.0830 4.1500 4.57 0.92 3.5120 0.1463 0.1546 7.95 1.26 1.00 0.75 0.00 - 346 36 4.0 0.27 0.85 0.230 0.92 0.10 1.02 0.0440 0.0200 2.0 0.0830 4.1500 5.09 0.83 3.5120 0.1463 0.1415 9.68 0.41 0.62 0.63 0.39 36 38 38B 6.0 O.tO 0.85 0.085 0.34 0.00 0.34 0.0200 0.0200 2.0 0.0830 4.1500 3.91 0.95 3.5120 0.1463 0.1590 4.49 1.34 1.00 0.34 0.00 - 40 3B 6.0 0.21 0.80 0.168 0.67 0.00 0.67 0.0200 0.0200 2.0 0.0830 4.1500 5.05 0.88 3.5120 0.1463 0.1488 6.22 0.96 1.00 0.67 0.00 - 42 3B 16.0 0.22 0.80 0.176 0.70 0.26 0.97 0.0910 0.0200 2.0 0.0830 4.1500 4.35 0.86 3.5120 0.1463 0.1458 11.55 1.38 1.00 0.97 0.00 - 44 STR 3B 10.0 0.20 0.80 0.160 0.64 0.14 0.78 0.0200 0.0200 2.0 0.0830 4.1500 5.35 0.83 3.5120 0.1463 0.1415 6.84 1.46 1.00 0.78 0.00 - 46 STR 3B 8.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0200 0.0200 2.0 0.0830 4.1500 4.95 0.83 3.5120 0.1463 0.1415 6.29 1.27 1.00 0.64 0.00 - 48 36 8.0 0.36 0.77 0.277 1.11 0.02 1.13 0.0200 0.0200 2.0 0.0830 4.1500 6.14 0.81 3.5120 0.1463 0.1385 8.09 0.99 1.00 1.13 0.00 - 50 36B 16.0 0.27 0.77 0.208 0.83 0.00 0.83 0.1008 0.0200 2.0 0.0830 4.1500 4.04 0.84 3.5120 0.1463 0.1429 11.33 1.41 1.00 0.83 0.00 - 52 3B 4.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0308 0.0200 2.0 0.0830 4.1500 4.39 0.93 3.5120 0.1463 0.1561 6.45 0.62 0.82 0.48 0.10 34B 54 3B 8.0 0.22 0.80 0.176 0.70 0.00 0.70 0.0449 0.0200 2.0 0.0830 4.1500 4.41 0.92 3.5120 0.1463 0.1546 7.91 1.01 1.00 0.70 0.00 - 56 3B 4.0 0.27 0.77 0.208 0.83 0.00 0.83 0.0449 0.0200 2.0 0.0830 4.1500 4.70 0.93 3.5120 0.1463 0.1561 8.43 0.47 0.69 0.57 0.26 42 58 3B 4.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0379 0.0200 2.0 0.0830 4.1500 4.22 0.94 3.5120 0.1463 0.1576 6.83 0.59 0.80 0.46 0.12 44 58B 3B 6.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0379 0.0200 2.0 0.0830 4.1500 4.39 0.92 3.5120 0.1463 0.1546 7.22 0.83 0.96 0.61 0.03 44 62 36 12.0 0.26 0.76 0.198 0.79 0.00 0.79 0.0720 0.0200 2.0 0.0830 4.1500 4.22 0.90 3.5120 0.1463 0.1517 9.67 1.24 1.00 0.79 0.00 - 64 3BB 6.0 0.04 0.63 0.025 0.10 0.00 0.10 0.0460 0.0200 2.0 0.0830 4.1500 2.12 1.00 3.5120 0.1463 0.1663 3.37 1.78 1.00 0.10 0.00 - 66 3B 4.0 0.04 0.80 0.032 0.13 0.00 0.13 0.0200 0.0200 2.0 0.0830 4.1500 2.71 0.99 3.5120 0.1463 0.1649 2.92 1.37 1.00 0.13 0.00 - 68 36 8.0 0.18 0.80 0.144 0.58 0.00 0.58 0.0191 0.0200 2.0 0.0830 4.1500 4.80 0.90 3.5120 0.1463 0.1517 5.69 1.41 1.00 0.58 0.00 - 72 3B 8.0 0.17 0.80 0.136 0.54 0.00 0.54 0.0191 0.0200 2.0 0.0830 4.1500 4.70 0.90 3.5120 0.1463 0.1517 5.55 1.44 1.00 0.54 0.00 - 74 3B 10.0 0.27 0.80 0.216 0.86 0.00 0.86 0.0130 0.0200 2.0 0.0830 4.1500 6.01 0.81 3.5120 0.1463 0.1385 6.34 1.58 1.00 0.86 0.00 - 76 3B 4.0 0.07 0.80 0.056 0.22 0.00 0.22 0.0130 0.0200 2.0 0.0830 4.1500 3.62 0.97 3.5120 0.1463 0.1619 3.28 1.22 1.00 0.22 0.00 - 84 36B 8.0 0.25 0.85 0.213 0.85 0.00 0.85 0.0170 0.0200 2.0 0.0830 4.1500 5.68 0.75 3.5120 0.1463 0.1298 7.10 1.13 1.00 0.85 0.00 - 88 36B 4.0 0.04 0.75 0.030 0.12 0.00 0.12 0.0200 0.0200 2.0 0.0830 4.1500 2.64 0.99 3.5120 0.1463 0.1649 2.84 1.41 1.00 0.12 0.00 - 92 STR 3B 8.0 0.21 0.90 0.189 0.76 0.00 0.76 0.0095 0.0200 2.0 0.0830 4.1500 6.06 0.81 3.5120 0.1463 0.1385 5.46 1.47 1.00 0.76 0.00 - 94 3B 4.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0100 0.0200 2.0 0.0830 4.1500 5.06 0.88 3.5120 0.1463 0.1488 4.39 0.91 0.99 0.47 0.01 48 96 3B 8.0 O.t4 0.80 O.t12 0.45 D.00 0.45 0.0460 0.0200 2.0 0.0830 4.1500 3.71 0.96 3.5120 0.1463 0.1605 6.44 1.24 1.00 0.45 0.00 - 98 3B 6.0 0.18 0.77 0.139 0.55 0.00 0.55 0.0460 0.0200 2.0 0.0830 4.1500 4.02 0.95 3.5120 0.1463 0.1590 7.08 0.85 0.97 0.54 0.02 48 100 36 12.0 0.35 0.66 0.231 0.92 0.00 0.92 0.0310 0.0200 2.0 0.0830 4.1500 5.24 0.82 3.5120 0.1463 0.1400 8.42 1.43 1.00 0.92 0.00 - 102 3B 8.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0400 0.0200 2.0 0.0830 4.1500 1.92 0.95 3.5120 0.1463 0.1590 2.88 2.78 1.00 0.07 0.00 - 104 3B 6.0 0.18 0.77 0.139 0.55 0.00 0.55 0.0320 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.42 0.93 0.99 0.55 0.00 - 106 36 6.0 O.t3 0.85 0.111 0.44 0.00 0.44 0.0150 0.0200 2.0 0.0830 4.1500 4.55 0.86 3.5120 0.1463 0.1458 4.85 1.24 1.00 0.44 0.00 - 108 3B 6.0 0.10 0.90 0.090 0.36 0.00 0.36 0.0130 0.0200 2.0 0.0830 4.1500 4.33 0.88 3.5120 0.1463 0.1488 4.21 1.43 1.00 0.36 0.00 - 110 3B 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.0130 0.0200 2.0 0.0830 4.1500 3.07 0.99 3.5120 0.1463 0.1649 2.69 1.49 1.00 0.14 0.00 - 112 3BB 10.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0340 0.0200 2.0 0.0830 4.1500 4.15 0.94 3.5120 0.1463 0.1576 6.33 1.58 1.00 0.52 0.00 - 114 3B 6.0 0.14 0.85 O.t19 0.48 0.00 0.48 0.0295 0.0200 2.0 0.0830 4.1500 4.12 0.94 3.5120 0.1463 0.1576 5.85 1.03 1.00 0.48 0.00 - 116 3B 6.0 0.16 0.76 0.122 0.49 0.00 0.49 0.0161 0.0200 2.0 0.0830 4.1500 4.65 0.90 3.5120 0.1463 0.1517 5.03 1.19 1.00 0.49 0.00 - 118 3B 6.0 0.10 0.66 0.066 0.26 0.00 0.26 0.0260 0.0200 2.0 0.0830 4.1500 3.38 0.95 3.5120 0.1463 0.1590 4.37 1.37 1.00 0.26 0.00 - 122 3B 8.0 0.30 0.75 0.225 0.90 0.00 0.90 0.0161 0.0200 2.0 0.0830 4.1500 5.86 0.83 3.5120 0.1463 0.1415 6.80 1.18 1.00 0.90 0.00 - 124 38B 10.0 0.20 0.85 O.t70 0.68 0.00 0.68 0.0320 0.0200 2.0 0.0830 4.1500 4.64 0.85 3.5120 0.1463 0.1444 7.33 1.36 1.00 0.68 0.00 - 126 36B 4.0 0.04 0.90 0.036 0.14 0.00 0.14 0.0320 0.0200 2.0 0.0830 4.1500 2.59 0.98 3.5120 0.1463 0.1634 3.55 1.13 1.00 0.14 0.00 - 128 3BB 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0590 0.0200 2.0 0.0830 4.1500 3.60 0.93 3.5120 0.1463 0.1561 7.19 1.11 1.00 0.47 0.00 - 130 STR 38B 8.0 0.10 0.90 0.090 0.36 0.00 0.36 0.0590 0.0200 2.0 0.0830 4.1500 3.26 0.96 3.5120 0.1463 0.1605 6.33 1.26 1.00 0.36 0.00 - 132 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0200 0.0200 2.0 0.0830 4.1500 3.08 0.99 3.5120 0.1463 0.1649 3.37 1.78 1.00 0.18 0.00 - 134 3B 12.0 0.44 0.63 0.277 1.11 0.00 1.11 0.0200 0.0200 2.0 0.0830 4.1500 6.09 0.81 3.5120 0.1463 0.1385 8.02 1.50 1.00 1.11 0.00 - 136 STR 3B 12.0 0.24 0.85 0.204 0.82 0.00 0.82 0.0512 0.0200 2.0 0.0830 4.1500 4.55 0.91 3.5120 0.1463 0.1532 8.80 1.36 1.00 0.82 0.00 - 138 3B 6.0 0.09 0.90 0.081 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0830 4.1500 3.84 0.96 3.5120 0.1463 0.1605 4.38 1.37 1.00 0.32 0.00 - 142 36 8.0 0.12 0.77 0.092 0.37 0.00 0.37 0.0997 0.0200 2.0 0.0830 4.1500 2.98 0.99 3.5120 0.1463 0.1649 7.37 1.09 1.00 0.37 0.00 - 144 3B 6.0 0.09 0.85 0.077 0.31 0.00 0.31 0.0150 0.0200 2.0 0.0830 4.1500 3.96 0.95 3.5120 0.1463 0.1590 3.94 1.52 1.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 ui m O c O1 c a d x N O `o a rn � v o 3 m $ v m c t m m u m m m m rn a o � F o m x o. 0 3 OQ a @ in � a > � ¢ ti U C7 C{ (7 rn 3 rn F w° left 0.14 0.75 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.62 right 0.14 0.75 0.105 0.68 0.00 0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.62 18 3C 6.0 combined flow 1.4 0.16 0.341 7.82 left 0.09 0.85 0.077 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.90 0.68 right 0.09 0.85 0.077 0.50 0.00 0.50 0.0010 0.0200 2.0 0.0830 4.1500 7.90 0.68 32 3C 6.0 combined flow 1.0 0.13 0.276 6.33 left 0.16 0.84 0.134 0.87 0.00 0.87 0.0010 0.0200 2.0 0.0830 4.1500 9.76 0.58 right 0.17 0.84 0.143 0.93 0.00 0.93 0.0010 0.0200 2.0 0.0830 4.1500 9.99 0.58 36 36 t2.0 combined flow 1.8 0.14 0.297 6.81 left 0.11 0.66 0.073 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0830 4.1500 7.75 0.70 right 0.12 0.66 0.079 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0830 4.1500 8.01 0.68 86 3C 6.0 combined flow 1.0 0.13 0.275 6.30 left 0.07 0.85 0.060 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0830 4.1500 7.19 0.74 right 0.08 0.85 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0830 4.1500 7.56 0.70 114 3C 6.0 combined flow 0.8 0.11 0.245 5.61 left 0.22 0.80 0.176 1.14 0.08 1.22 0.0010 0.0200 2.0 0.0830 4.1500 10.80 0.55 right 0.21 0.80 0.168 1.09 0.02 1.11 0.0010 0.0200 2.0 0.0830 4.1500 10.61 0.55 120 3C 10.0 combined flow 2.3 0.18 0.387 8.87 left 0.04 0.77 0.031 0.20 0.01 0.21 0.0010 0.0200 2.0 0.0830 4.1500 5.62 0.85 right 0.05 0.77 0.039 0.25 0.00 0.25 0.0010 0.0200 2.0 0.0830 4.1500 6.11 0.81 140 3C 4.0 combined flow 0.5 0.09 0.193 4.43 YARD DRAINAGE DESCRIPTIONS STR. PIPE INFORMATION INLET INFORMATION NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM* ELEVATION 140D YD 12" INLINE GRATE DRAIN 430.00 12 39.75 17.61% 427.00 420.00 PVC 140C YD 12" INLINE GRATE DRAIN 423.00 12 31.08 12.87% 420.00 416.00 PVC 140B YD 12" INLINE GRATE DRAIN 419.00 12 43.83 2.28% 416.00 415.00 PVC 140A YD 12" INLINE GRATE DRAIN 418.00 12 74.25 4.04% 415.00 412.00 PVC 44C YD 12" INLINE GRATE DRAIN 435.50 12 34.37 14.55% 432.50 427.50 PVC 44B YD 12" INLINE GRATE DRAIN 430.50 12 34.37 2.18% 427.50 426.75 PVC 44A YD 12" INLINE GRATE DRAIN 429.75 12 56.41 1.33% 426.75 426.00 PVC 46C YD 12" INLINE GRATE DRAIN 442.00 12 47.16 9.54% 439.00 434.50 PVC 46B YD 12" INLINE GRATE DRAIN 437.50 12 47.16 6.36% 434.50 431.50 PVC 46A YD 12" INLINE GRATE DRAIN 434.50 12 49.66 2.01% 431.50 430.50 PVC 136A YD 12" INLINE GRATE DRAIN 432.75 12 30.20 2.48% 429.75 429.00 PVC 92A YD 12" INLINE GRATE DRAIN 439.00 12 47.44 1.05% 436.00 435.50 PVC 470_+- +— j— +— +� +_+_t_- +_+ + t +._+_+ + &TRA — _+ — _ — -- — — - + _ DISTIRBAN AND +. +4Q + �. — -+— + _ +— + _+ . + — GREENWAY & It AREA +` +\.+ 1 --- --- _+ + +--—+_3-+ - -----.——� —_ +-— +- — y +: } . +- _± _ + . — TO'BE DEDICATEDO — — PRbTGFf01d + + --+ + -. +- + __ - } + + t__ `, COUNTY/PUBLIC USE ---- — +; + + +.,—+; +_ _ +. +-+ +_NC11NG •-•. ... _ - \ + +�+ } + ++_. k \ rLic. R. COLLINSZ \ o 035791 — — 89 n --_1 } N �+ 0 + + \+ + ++ # NEASEMENT (TYPICAL)4 . �SIc -444 76 + + + 1' T. _ _ __ i � fir/ ---- 6 TCG / / NOTE: _ 1 QP � 8 •• QP LOW -MAINTENANCE, NON -GRASS GROUNDCOVER TO BE INSTALLED ON SLOPES GREATER THAN 3:1. SEE LANDSCAPING PLAN FOR PLANTING INFORMATION ALONG THESE SLOPE AREAS. �i G2 2 I I -- 82 1 I �i NOTE: \ _ � , \� \ 1� 'tl' ii 1. ALL PROPOSED LANDSCAPING WITHIN VDOT RIGHT-OF-WAY SHALL BE MAINTAINED BY 9 • THE HOA. THE HOA WILL BE RESPONSIBLE FOR MAINTAINING AND REPLACING ANY DAMAGED OR DYING TREES AND SHRUBS WITHIN THE VDOT R/W, INCLUDING THE /' \ - - - - -_- 41) 1 ° • z LANDSCAPED MEDIANS. A MAINTENANCE AGREEMENT SHALL BE PART OF THE HOA 10 SN \� 4 SN \ i n �� 5 QC DOCUMENTS APPROVED WITH THE FINAL SUBDIVISION PLAT FOR THE DEVELOPMENT OF �� �� \ i 2 CC" THE PROPOSED LOTS. 4, NIP11 AGREEMENTS SHALL BE PART OF THE HOA DOCUMENTS APPROVED WTIH THE FINAL LAND TO BE OWNED BY THE HOA SHALL BE MAINTAINED BY THE HOA. MAINTENANCE SUBDIVISION PLAT • - THE DEVELOPMENT OF - • • • D LOTS. .•� � ' `• ♦• �� „��/ lull.' . : 1 ���_ • �� _` � � , _l i�� . ra L M. %A� I`r • 1 -:ma`s I "UNA Illy' I . (III • IT _• •i "o s \'JAO 1 ". , I -�/ ..T`Qnpe'o wry` pO�i®®'�� •� 'rieM T//I s � 11 . ♦-� II ♦ ♦' � V r mok TOO Yk —S i .. • ! A ♦ n �� I /"Y.� � � ,_f ,T!, \mil ��� m�• Me ILIS � � � •� ♦ - • � I I Ico 04 Ld r�� �� (� �� ���_ �� �e�r�/ \ • �� —�,, �.�� ' � Brae �i�� �� mil �.. ® ,������ Y'� ,' ���•,, ,;�® � ��� doll ���_ ... - _ ,IJ �� i•Z�����,. `i, �, ~,\Gl �- ♦ • II,� �� � �� . � �� W� ��w� ,/i �_., IIII�I,I, III � �-.���Jw'%® j��0� \O\�\\\\\_�- • ® / /,. � 1 �pppill , t . II W � a � I • 'I Y I II -I see L9Lu � � ��\ •� - / ��� 000,�:aouc•`____-� �b a00P:i:, •. -�TOj4l _j���iij�� • n f ui Ln U) Lu NO ui • - - � � • � ,, . ' rrT� � sii®.��i� \'. `gin. :. .. •'• • ! 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C011 /PURL C USE - _ \b — — - - - J / /+ /+ + / * + + LIMITS +/+ + /} .. ` + + + \ \ + - = t + ++ } \+ + - - _ V®-.-►�i '@'� - �lii. / + / * / 1 M ITS OF + +\ \+ /+ - \ _ ----- \ \t /+ + +�-+ + +_ ++ +-+�, c—��r.fp.�m®�� .-..0� -+-+- + +- - +J } /+ + / + /+ } /+/ / / DISTURBANCE AN !+ O + * + + + -+\ }\ + + �TECTION + + } + + -+ r +®' + + + + + � + }- + =t + + +� + + * � � /// / + /}/}/} +/ PROPOSED THE \ SCOTT R. COLLINS% + } �- } +- -+ + * + - - - } +/ + - / / } + /+ / / / + ' \ Lic. No. 035791 + + + + + +-� + +-}++ + + +-�-+-+- + -+ +-+-�-+ + +-+ -+ +- _} + + /+ f / //(+/+ FENCING .� CJ ­4� X+ IONAL +—+ + -+ + + -+ ++ + -+ +-1N60�tAND C@NNSERVA#IOT� -+7A-7+ }ISP - + +\ + + +- t - — - +- +-� + + + \ + + + +-+ ± +-+ —}-+- + +-+-++-$ }-+ + - +_+ +- --+ - -+-+ + + + + o /INS \ tea- \+ + }+ +-t + -- *-+�_+ - +- + + - +-+ - + + F - - + \ \ + + + + + +-�---- -� t - - + - - + t +- + +---—}++}+}++� __ _+ F + + + \+ + + + +\ - +++ + +� + + t 0 + �+ + _ + \ + \} k ,+ - 4GREFE1Vt�A,Y& TRAICAREA + + + -- - - + +- u, \ \ + _ � -+_ +- � 'fO E DEDICATED TO + _+, + ,+ _ +- + -+- + +- + +- -+- f -- +_ + + + + - + ,� �s - - + k + v+ �� \+v � �+ + + + r + +- dU 1TY/PUBLIC USE, + z v+v �� + +� ++ +-+ + +-- DISTUfZBAICE AND + +-+ + +- +-�-} +- f + + + + + + +- *- } --+ + + / z o +_ + - -4 } ++� PROPOSED,TRF�E }_ -+ + + - - + - is I + t— + + LO - -43 + t - - - + - - 3 Al 10 AGC u z_ _ .... - 3 + + + - + + -- . 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WI ° v, �4z Io I °1 - - I O ✓ i / oho o c=i, 101 Z a z --_- - _ _ - ---- , Z J W z � � ❑- � I � ,n � LANDSCAP MAINTEN NCE � -- -- - --- � ,n _ _ - - I I I �� � +'' i � �- oo� EASEMENT (TYPICAL) I o - 1 QP - / �0000 \ i` c� , o z 0 w m m Z Y 3 CC '■■� Z o a ■ d _ - - �_ I ,�, I _ __ - -- 7 - - W " Q W ~ _ I 19 5 r ■ r - I-, 5 SN - \� j5 H a o 0 - m QP _ _ I t nA - - c F- - QP - _ - - - - - I -- \ \ g 6G 19 HQ ... a v e , ,I W 1� \ y u' a q S CC - -- / I 1 — _ ui o z _ j ! - - _ --= -- v4SN- -- GIRARD DRIVE a r D �-•-- - --- - `--- . _ PRIVATE - -- - - - / -- - \ p 2 # '� -- moo. - ---- 3 SN- - - - -_-- 1� \ 3 Lu AO ■ 3 UA ALDRICH DRIVE + - - - — - ROAD - W (PRIVATE )CF ° � 1 ��� ��I���� _. 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UPA';, .. „ "• �i�� �� ,, •'.. ,u, . / _ Lu 2 _ _ 0 � ♦ ..• •.....• • •.•. , - - � O QC ��j� /ice I � � ` a r P 1 0 - _; 3PV —♦ .. :;. .. / /j/ / z LL 9 PV for -- _ ., `% �` d2 •. i.w-, - = i tw'' /��/ _ / /: / w o 13 �y \ � + / ,O - 3MV - Z L9 - - -- 2 � PROPOSED STORMWATER �♦♦ � _ - / / I /% / � � L MANAGEMENT ACCESS &- y-' \/f i'�/ / / j ' 5 J• it � I 3' . • •. � ,...♦ MAINTENANCE- � \ � - / ��\ \/ 71 12 r y / u. 3 / - - - - \ z - ///% / 1 / / / � W a� / = i OPEN-SPy4CEA�EA�- - / - - - - - - - �_♦ - -- - 3 HSD - - - / U o toy 105 106 10 108 I o 1 AOG �'' _ 1 I V T E DEDICATED TO - , -- -- - - ♦�♦s♦ // / // / (� qq�BB - a ° N UPA / 1�OMEOWNERS ASSOCIATION - - \ ♦ - r - / / / 0 % z PRO OS D� R. Q - - _ w - P -- -- - �. CA INTENA - � , . . 3 � ' �'`PV - - ^ i� CF-' +• �� O Q � ., , � _ - OODLAND ARE�TkY B - � � - - � - A \ \ - - - - y � EASEMENT ( PICAL)" _ - - _ - - - - - - - 8 CFP PROTECTED (MIX OF - ��� - v O - -- _ DEQI6WOUS - \ \ \ \ \ LIMITS 0f- I J = - / - - HARDWOOD TREES) ' � -- - - \ \ \ ]DISTURBANCE AND / - _ V PROPOSED TREE / / ..... MV �' ROTECT �V 'FENCING a, NOTE: \QC 1 UPAY+3 : _':"' ;• ♦ / i / �` / / / ALL LANDSCAPING TREES SHALL BE PLANTED 1 / / \ \ - / /� A MINIMUM OF U FROM THE BACK OF THE z 3 UPA _ .... .. , " � i I /!`tr � z / 0 o \ s 3 / / �� / \ ♦ / / / / P F- :y�� / / �� / / / I- W �v / / i PROPOSED RETAINING WALLS 0 3PROPOSED/S,TORMWATER / T - - \- / MV �� / MV / / / /�i / / - V� Vv v �� l / / MAINTENANCE ENANCT ACCESS ✓ 3 / s� /" / ♦ E EASEMENT H L --- .n s, / " FLOODPLAI \\ � � / / / ■ I � a o TO BE DEDICATED TO/ I / ■ Q / • • W / / '> WS 0 NOTE: ' _ 6 oo � J r•' > 3P / BY 0 �COUNTY/PUBLIC r, V �� �\ �� y l / l l / ■■ 1 ALL PROPOSED LANDSCAPING WITHIN VDOT RIGHT-OF-WAY WAY SHALL BE MAINTAINED04 �- 3 �., / / = _- ''_--UPA - �N . •.� � � � / / / / // � � ', \ 1 1 �, � I � / / / / ■ \ THE HOA. THE HOA WILL BE RESPONSIBLE FOR MAINTAINING AND REPLAC NG AN � \t\I; ,,I,` ; TMV ; f / , \ 1 I ■ DAMAGED OR DYING TREES AND SHRUBS WITHIN THE VDOT RIW, INCLUDING THEY 0 3 w i �, I I LANDSCAPED MEDIANS. A MAINTENANCE AGREEMENT SHALL BE PART OF THE HOA ° MV 3 = :{,ci`'': •:r; ' / I� I DOCUMENTS APPROVED WITH THE FINAL SUBDIVISION PLAT FOR THE DEVELOPMENT OF U F _ �, /, i.y / �, ■ l''=J•:.:Y i ■ THE PROPOSED LOTS. w F 3 3 x V V PV MV x •rm�.- .. ,' ' .,Ln` .•'� �/ �' � � � I � i I ■ 2 ALL LANDSCAPING AS SHOWN WITHIN THE PRIVATE MAINTENANCE EASEMENTS AND p z - .. / Hill, _ . ; 8 UPA ... ' � �/ / � - � �\ / / / � � � � \ LAND TO BE OWNED BY THE HOA SHALL BE MAINTAINED BY THE HOA MAINTENANCE a � ♦��� �# J , i i / ■ \ AGREEMENTS SHALL BE PART OF THE HOA DOCUMENTS APPROVED WTIH THE FINAL JOB NJO. � , i � / \ \ SUBDIVISION PLAT FOR THE DEVELOPMENT OF THE PROPOSED LOTS. o / 152116 Q w -2QC ♦ 3PV �� //' ■ z �� — — ✓ GRAI*HIC SCALE / / ■ �$� LIMITS OF - / ' - /1� - V / � �/ � / / / D z - - \' \I' j . " NOTE: \ I / SCALE U ♦ DISTURBANCE AND / 3 �� ♦ 0 � is \Va0 eo / / ,�a / / ~ / / / / - - LOW -MAINTENANCE, NON -GRASS GROUNDCOVER TO BE INSTALLED ON SLOPES PROPOSED TRE€ _ *� HMV ♦�1_ / f / _ V GREATER THAN 3:1. SEE LANDSCAPING PLAN FOR PLANTING INFORMATION � ♦ -PROTECTION- - - � -sue' � / _ � / � � ( — FENCING IN Fr / / / // / / — -- -_ _ ,'•, ALONG THESE SLOPE AREAS. / SHEET NO. ) /. / i 400 - VI inch = 30 ft. / / / i / / � -- A / / 32 / / / l / i \ V ♦ /� t Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP County of Albemarle Conservation Plan Checklist- To he placed on Landscape Plans (Handbook, pp I11-284-111-297 for complete specifications) 1. The following Items shall be shown on the plan: �Trees to be saved; KI Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 10 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: �All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ID No Starting shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures sball be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: KI Such devices shall not adversely affect trees to be saved. 6. Fires: U Fues are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. fl Forcing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level most be raised within the dripline of a bee to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: Q When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: M Protecpve fencing shall be the last items removed during the final cleanup. 13. Dama Trees: ® D aged trees shall be treated immediately by pinning, fertilization or other methods recommended by a tree specialist. NOTE: IS THE DEVELOPER'S RESPONSIBILITY i0 CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 12/19/16 NE SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Pape 1 of I LANDSCAPE & TREE CANOPY TABULATIONS: TOTAL TREE CANOPY AREA OF SITE 39.99 AC PERCENT OF REQUIRED TREE CANOPY PER DENSITY 20% (PER DENSITY OF 4.60 UNITS/AC) TREE CANOPY ACREAGE REQUIRED 7.99 AC TOTAL EXISTING CANOPY PRESERVED AND PROTECTED 18.421 AC CANOPY BONUS FACTOR (1.25 X 18.421 =) 23.02 AC PERCENT TREE CANOPY PRESERVED 57.6% ADDITIONAL TREE CANOPY REQUIRED 0 ADDITIONAL CODE -COMPLIANT TREE CANOPY PROVIDED 3.74 AC STREET TREE REQUIREMENTS 1. LEWIS AND CLARKE DRIVE (PER CODE & ZMI 1 / 40 LF (400 FT) + 1/50 LF (BAL) TOTAL LF OF ROW STREET: 400 LF + 1266 LF = 1,666 LF TOTAL STREET TREES REQUIRED: 20 @ 40' O.C. + 50 ® 50' O.C.=70 TOTAL STREET TREES PROVIDED: 75 STREET TREES 2. ADDITIONAL STREET TREES REQUIRED: DILLON DRIVE: 620 LF STREET FRONTAGE ® 1/40 LF = 16 TREES REQUIRED 18 TREES PROVIDED DILLON RIDGE COURT: 650 LF STREET FRONTAGE ® 1/40 LF = 17 TREES REQUIRED 17 TREES PROVIDED ALDRICH LANE: 330 LF STREET FRONTAGE ® 1/40 LF = 9 TREES REQUIRED 9 TREES PROVIDED GIRARD WAY: 310 LF STREET FRONTAGE ® 1/40 LF = 8 TREES REQUIRED 8 TREES PROVIDED GIRARD TERRACE: 260 LF STREET FRONTAGE 0 1/40 LF = 7 TREES REQUIRED 7 TREES PROVIDED ALDRICH DRIVE: 1,830 LF STREET FRONTAGE ® 1/40 LF = 46 TREES REQUIRED 58 TREES PROVIDED GIRARD DRIVE: 640 LF STREET FRONTAGE 0 1/40 LF = 16 TREES REQUIRED 20 TREES PROVIDED 3. PARKING LOT & INTERIOR LANDSCAPE REQUIRED LANDSCAPING 1/10 SPACES = 55 SPACES ® 1 TREE / 10 SPACES = 6 TREES REQUIRED TOTAL TREES PROVIDED ADJACENT TO PARKING SPACES: 12 TREES PROVIDED 4. TOTAL PARKING AND CIRCULATION AREA = 201,415 SF LANDSCAPE AREA REQUIRED OF PAVED PARKING AREA = (5%) TOTAL AREA OF PAVED PARKING (ALLEY AND PARKING AREAS) = 35,712 SF LANDSCAPE AREA OF PAVED PARKING REQUIRED: = 1,785 SF LANDSCAPE AREA OF PAVED PARKING PROVIDED: = 5,776 SF APPROVED SUP PROVISIONS: LARGE SHADE STREET TREES AT 40 FT ON CENTER FOR FIRST 400 LF OF ENTRANCE (REQUIREMENT MET) MIXTURE OF SMALL TO LARGE TREES AND SHRUBS IN FIRST 400 LF OF MEDIAN (REQUIREMENT MET) INFORMAL MIX OF TREES AND SHRUBS FOR STEEP SLOPES ADJACENT TO STREAM CROSSING (REQUIREMENT MET) LANDSCAPE NOTE: "ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." NOTE: TREES PROTECTED BY FENCING SHALL BE PRESERVED. NOTE: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. FENCING AND ARMORING i DRIP LINE SNOW FENCE BOARD FENC;r ^W - _- PLASTIC FFNCC CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING so .0 TRIANGULAR BOARD FENCE Tree Planting and Staking Detail Not To Scale SYMBOL BOTANICAL NAME COMMON NAME SIZE I CANOPY I QUANTITY I TOTAL CANOPY TREES AOG ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2-1/2" cal. 397 45 17865 MS MALUS SARGENTII SARGENTS CRABAPPLE 2-1/2" cal. 41 31 1271 CIA OXYGEN DROM ARBORETUM SOURWOOD 2-1/2" cal. 138 1 138 PA PLATANUAACERIFOLIA LONDONPLANETREE 2-1/2" cal. 479 9 4311 QC QUERCUSCOCCINEA SCARLETOAK 2-1/2" cal. 370 50 18500 QP IQUERCUS PHELLOS WILLOW OAK 2-1/2" cal. 419 58 24302 UA I ULMUS AMERICANA IAMERICAN ELM 1 2-1/2" cal. 1 397 1 5 1 1985 UPA JULMUS PARVIFOLIA JALLEE ELM 2-1/2" cal. 366 1 31 1 11346 UNDERSTORY TREES AR ACER RUBRUM'OCTOBER GLORY' RED MAPLE 1-1/4" cal. min. 315 24 7560 CC CELTIS LAEVIGATA SUGAR HACKBERRY 1-1/4" cal. min. 250 22 5500 CIF CORNUS FLORIDA FLOWERING DOGWOOD 1-1/2" cal. min. 124 48 5952 LIN LAGERSTROEMIA INDICA'NATCHEZ' NATCHEZCRAPE MYRTLE 1-1/4" cal. min. 77 6 462 LIT LAGERSTROEMIA INDICA'TUSKEGEE' TUSKEGEE CRAPE MYRTLE 1-1/4" cal. min. 77 3 231 SIN IALIX NIGRA IBLACK WILLOW 1-1/4" cal. min. 250 1 40 1 10000 TCG ITILIA CORDATA'GREENSPIRE' IGREENSPIRE LITTLELEAF LINDEN 1-1/2" cal. min. 1 288 1 17 4896 SCREENING CFP CERCIS C. 'FOREST PANSY' FOREST PANSY REDBUD 4-5' ht. 124 27 3348 INS ILEX X'NELLIER.STEVENS' NELLIE STEVENS HOLLY 4-5'ht. 44 2 88 JV JUNIPERUSVIRGINIANA EASTERN RED CEDAR 4-5'ht. 79 85 6715 MV MAGNOLIA VIRGIN ICA SWEETBAY MAGNOLIA 4-5'ht. 54 94 5076 PV PINUSVIRGINIANA VIRGINIA PINE 4-5'ht. 79 116 9164 TD ITAXODIUM DISTICHUM BALD CYPRESS 4-5' ht. 237 1 4 948 PM I PODOCARPUS MACROPHYLLUS YEW PODOCARPUS 24" min 34 1 4 136 TO JTHUJAOCCIDENTALIS EMERALD GREEN ARBORVITAE 24" min 1 22 1 12 1 264 SHRUBS AGC ABELIA GRANDIFLORAX CONFETTI CON FETTI (DWARF) ABELIA 24" min 10 34 340 IC ILEX CORN UTA CHINESE HOLLY 24" min 24 100 2400 CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 24" min 16 50 800 CJ CALLICARPA AMERICANA AMERICAN BEAUTYBUSH 24" min 12 68 816 CS CORN USSERICEA RED TWIG DOGWOOD 24" min 14 41 574 HC IHYPERICUMXCALYCINUM AARONSBEARD ST. JOHNSWORT 24" min 6 28 168 HSD HYDRANGEA Q.'SIKE'S DWARF' SIKE'S DWARF HYDRANGEA 24" min 16 3 48 HQ HYDRANGEA QUERCIFOLIA'ALICE' OAKLEAF HYDRANGEA 24" min 34 140 4760 IG ILEXGABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" min 23 45 1035 IV ITEAVIRGINICA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 24" min 64 169 10816 JDF JUNIPERUSX MEDIA'DAUB'S FROSTED' DAUB'S FROSTEDJUNIPER 24" min 11 3 33 JGO JUNIPERUSVIRGINIANA'GREYOWL' GREYOWLJUNIPER 24" min 11 4 44 POL PRUNUS I.'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 24" min 10 55 550 VB IVIBURNUMxBURKWOODII BURKWOODVIBURNUM 30"min 22 30 660 TOTAL: 163102 WET POND B LANDSCAPING SCHEDULE S YM BOTANICAL COMMON NAME S IZE SWM FACILITY QUANTITY COVE RAGE (so P ERENNALS/HERBACEOUS PW POTAMOGETON PECTINATUS POND WEED 1,190 PAV PANICUMVIRGATUM ISWITCHGRASS 1 1,660 WET POND A LANDSCAPING SCHEDULE 7YM BOTANICAL COMMON NAME S IZE SWM FACILITY QUANTITY OVERAGE (so PERENNALS/HERBACEOUS PW IPOTAMOGETON PECTINATUS POND WEED 1,750 PAV IPANICUMVIRGATUM ISWITCHGRASS 2,660 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE TH SCOTT R. COLLINS�20, Lic. 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