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SDP201800045 Plan - Revision Final Site Plan and Comps. 2019-02-16
OWNERIDEVELOPER: NEIGHBORHOOD INVESTWENTS NP, LLC CIO RICHARD SPURZEM 810 CATALPA COURT CHARLOTTESWLLE, VA 22903 _ (434) 923-8900 SDP2018 45 NORTH POINTE ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILL& VA 22902 (434)293-3719 PRELIMINARY PLAT APPROVAL: APRIL 16, 2018 NORTHWEST TAX MAP NO.: 03200-00-00-022KO DB 3929 PG 052 NOTE. SOME ROAD AND S'WM IMPROVEMENTS ARE LOCATED IN IMP 03200-00-00-022PO (DB 4902, PG 601) TOTAL PROJECT AREA: 39.99 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (ZMA-2000-00009 & ZMA-2013-00014) & ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT, 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 FOR THE PROPOSED LEiWS AND CLARK DRIVE EXTENSION, REQUIRING COUNTY AND VDOT APPROVAL OF THE ROADWAY AND CULVERT DESIGN. ALSO REQUIRED ARE FEMA APPROVAL OF THE CROSSING, AND A COUNTY APPROVED ESC PLAN AND MITIGATION PLAN, SPECIFIC LANDSCAPING 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 COMMERCIAL SPECIFYING THE TYPE OF UNITS, PHASING, CONSERVA7701V AREAS OPEN SPACE, GREENWAYS AND ACCESS LANDSCAPING ROADWAY CONNECTIONS, AND GRAD/Na UTILITY, AND DRAINAGE RESTRICTIONS COMP PLAN LAND USE DESIGNATION: (HOLLYMEAD - PLACES 29) URBAN DENSITY RESIDENTIAL TOPO & SURVEY SURVEY PROVIDED BY ROUDABUSH & GALE, DATED APRIL, 2018. SUPPLEMENTAL SURVEY BY W&W ASSOCIATES, INC DATED NOVEMBER 4 2009. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DA7ED DECEMBER 2, 2006. 7OPO FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER 201 Z DATUM: NADBJ� NA VD 88 USES. • EAIS77NG - UNDEVELOPED AND RESIDENTIAL, PROPOSED - 184 MUL71-FAMILY RESIDENTIAL TOWNHOMES WA TER SUPPLY PRO TEC77ON AREA: NIA WATER RESOURCE AREA: DEVELOPMENT AREA - COMMUNITY PROPOSED DENSITY 184 UN17S •/ 39.99 ACRES = 4.60 DU/AC GREENWAY DEDICA770N: 15.78 ACRES TOTAL (6.23 ACRES OUTSIDE OF FLOODPLAIN) FOREST/OPEN SPACE PRESERVATION: 18.12 ACRES / (39.99 AC TOTAL) =45.JX BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. • FRONT 8' MIN.; GARAGE DOORWAY 18' MAX. 30' SIDE. 6' MIN. NO MAX; REAR: 10' MIN. NO MAX. SUBDIVISION STREETS- CURB & GUTTER WATERSHED: NORTH FORK RIVANNA BELOW WATER INTAKE - THIS LAND IS NOT W77HIN A WATER SUPPLY WATERSHED AGR/CULTURALI FORESTAL DISTRICT NONE EXIS77NG VEGETATION. 14VODED LIGHTING. • NO S17E LJGH77NG IS PROPOSED LANDSCAPING. A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE W1774 ALBEMARLE COUNTY ORDINANCE SEC77ON 32.Z9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET 7REES EVERY 40' ALONG 774E ROADWAYS TRASH RECEPTACLES- EACH UNIT WILL HAVE 7HEIR OWN TRASH CAN WITH TRASH REMOVAL SERVICE ONCE A WEEK. PHASING: SITE MAY BE PHASED AS SHOWN. FINAL PHASE LIM17S TO BE DETERMINED WITH SUBDIVISION PLATTING ALL OPEN SPACE MUST BE A MINIMUM OF 25X OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. DEVELOPMENT TO BE CONSTRUCTED BETWEEN 4 AND 6 PHASES. PARKING REQUIRED: 2 PARKING SPACES PER UNIT t 1 GUEST SPACE FOR EACH 4 UNITS 2 X 184 UNITS = 366 184 UNITS / 4 = 46 TOTAL PARKING SPACES REQUIRED = 414 PARKING PROVIDED: OFF-STREET PARKING SPACES = 368 GUEST SPACES = 55 TOTAL PARKING SPACES PROVIDED = 423 STREAM BUFFERSIFLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED /N ACCORDANCE WITH THE ALBEMARLE COUNTY WA7ER PR07EC77O7N ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON 7HE SUBJECT PARCEL, PER FEMA MAP NUMBER SIOOJCO145D ADOPTED FEBRUARY 4, 2005. AN APPROVED CLOMR EXISTS FOR THE PROPERTY. THE PROPERTY IS WITHIN A STATE DAM INUNDA77ON ZONE ALONG FLAT BRANCH STREAM. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH 774IS PLAN, SEE GRADING PLAN SHEETS ALL RETAINING WALL GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET /N HEIGHT REQUIRED A STAMPED ENGINEERED DESIGN FOR THE WALL SYSTEM. RECREA770N: A MINIMUM OF 200 SF PER UNIT REQUIRED = 200 SF X 184 UNITS = 36,800 SF (0.85 ACRES) PASSI VE RECREA 77ON GREEN WA Y PROVIDED = 15 78 ACRES POCKET PARKS PROVIDED FOR PASSIVE & ACTIVE RECREA7701V = 0.46 ACRES SEE RECREA77ON AREA LETTER AREAS. • LOTS: Z93 AC. RIGHT-OF-WAY & ACCESS: 5.41 AC. TOTAL OPEN SPACE (INCLUDES GREENWAY, POCKET PARKS & FLOODPLAIN): 24.22 AC. (60.51X) EXIS77NG RESIDENCE, 2.43 AC IMPERVIOUS AREAS. 433, 888 SF (9.96 AC) TOTAL ROADS/ALLEY3fPARKING: 184,501 SF SIDEWALKS: 42,541 SF 696 SF BUILDINGS (INCLUDES DRiVEWAYSfrRONT WALKS). 202, EXISTING UNDISTURBED 114PERWOUS AREAS. 4,150 SF CR177CAL SLOPES. ° MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXIS71NG ON SI7F AS SHOWN ON THE PLAN. IMPACTS TO STEEP SLOPES ARE CONSISTENT WITH THOSE APPROVED BY 774E PRELIMINARY PLAT. BURIAL SITES• NO CEMETERIES WERE FOUND DURING FIELD INVES77GA77ON OF 774E SITE. 773AFFIC ANALYSIS• SEE APPROVED 77A REPORT FOR NORTH POINTS DEVELOPMENT PARKING UNIT AND BUILDING ENVELOPE TABULATIONS NORTHWEST RESIDENTIAL AREA: BUILDING NO. BUILDING TYPE NO.OF UNITS SQ FT _BUILDING ENVELOPE NO. OF BEDROOMS PER UNIT SPACES REQUIRED PER UNIT GUEST SPACES REQUIRED PER UNIT SPACES REQUIRED PER BUILDING GUEST SPACES REQUIRED PER BUILDING SPACES PROVIDED PER UNIT SPACES PROVIDED PER BUILDING GUEST SPACES PROVIDE 1 B 6 4,560 3 2 0.25 12 1.50 2 12 2 C 9 6,560 3 2 0.25 18 2.25 2 18 3 A 6 4,560 3 2 0.25 12 1,50 2 12 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 3,800 3 2 0.25 10 1.25 2 10 7 D 7 6,384 3 2 0.25 14 1.75 2 14 8 A 6 6,912 3 2 0.25 12 1.50 2 12 9 A 5 5,760 3 2 0,25 10 1.25 2 10 10 A 5 3,saa 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 2 14 14 A 5 5,760 3 2 0.25 10 1.25 2 10 15 A 5 5,760 3 1 2 0,25 10 1.25 2 10 16 A 8 6,080 3 2 0.25 16 2.00 2 16 17 B 5 3, 800 3 2 0.25 10 1.25 2 10 18 S 5 3,800 3 1 2 0.25 10 1.25 2 10 19 A 7 5,320 3 2 0.25 14 1.75 2 14 20 D 5 5,760 3 2 an 10 1.25 2 10 21 A 7 5,320 3 2 0.25 14 1.75 2 14 22 13 5 3,800 3 2 0.25 10 1,25 2 10 23 B 5 3,800 3 2 0.25 10 1.25 2 10 24 B 5 3,800 3 2 0.25 10 1.25 2 10 25 D 5 5,760 3 2 0.25 10 1.25 2 10 26 D 7 8,064 3 2 0.25 14 1.75 2 14 27 A 4 3,648 3 2 0.25 8 1.00 2 8 28 D 6 6,912 3 2 0.25 12 1.50 2 12 29 D 5 3,8D0 3 2 0.25 10 1.25 2 10 30 A 4 3,648 3 2 0.25 8 1.00 2 8 31 A 4 3,040 3 2 0.25 8 1.00 2 8 32 A 4 3,040 3 2 0.25 8 1.00 2 8 33 A 4 3,040 3 2 1 0.25 8 1.00 2 8 TOTAL THIS PLAN 184 159,088 368 46 368 EXISTING 1 ........... FUTURE 2 TOTAL 1 187 RESIDENTIAL AREA FINAL SITE RIVANNA MAGISTERIAL DISTRICT TMP 03200-00-00-022KI KOREAN COMMUNITY CHURCH tge ZONED RA RURAL ARE45 tr 5.21 ACRES iiiiiil __v_ 1511 lii - wdlfflft�m 0 it I +ryryrye ! I o I 8d Q I OM om 10 pp� try 7=� O CIUl I a�W I amzo zN I amz a r� � I SHEET LAYOUT SCALE: 1" = 150' NOTES: 1. NORTHWEST RESIDENTIAL AREA CONSISTS OF: 1 EXISTING SINGLE-FAMILY DETACHED RESIDENTIAL UNIT 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 = 4.625 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 UNIT COMPARISON TO NORTH POINTE ZMA: S/F* DETACHED MULTI - FAMILY OTHER TOTAL NORTH POINTE MAMMUM N/A N/A N/A 893 MINIMUM 205 205 205 N/A PREVIOUSLY PROVIDE© 0 0 0 0 NORTHWEST RESIDENTIAL AREA NEW 0 0 184 184 EXISTING 1** 0 0 1** FUTURE 2 0 0 2 REMAINDER 203 205 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: VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 ZMA PROFFERS 3 ZMA PROFFERS 3A SPECIAL USE PERMITS 4 EXISTING CONDITIONS LAYOUT PLAN 6 LAYOUT PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 ( GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 ' NOTES & DETAILS 12 NOTES & DETAILS 13 NOTES & DETAILS 14 i SIGHT DISTANCE PROFILES 15 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 I DRAINAGE MAP 24 I DRAINAGE PROFILES 25 I 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 01 LOADS EXISTING CULVERT CUL VERT DROP INLET :& STRLI'CTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH I 8A DEPTH OF EC-3A D+TCH EC-2 DITCH 6� DEPTH OF EG-2 DITCH I� FOR SALE TOTAL FOR SALE % FOR SALEI FOR RENT % FOR RENT CARRIAGE HOUSES % CARRIAGE HOUSES TOTAL NUMBER TOTAL PERCENTAGE MULTI- FAMILY OTHER SINGLE FAMILY NORTH POINTE MINIMUM 12 12 16 40 100%1 66 100% 4 100% 110 100% PREVIOUSLY PROVIDED 0 0 0 0 0% 0 0% 0 0% 0 0% NORTHWEST RESIDENTIAL AREA 0 1 0 0 0 0% 28 42% 0 0% 28 REMAINDER 12 12 16 40 100% 38 58% 4 100% 82+__47 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 BUFFERI LAKE AND PERIMETER PARK COMMON AREAS TOTAL AC. AC. % AC. % AC. % AC. % AC. % AC. NORTH POINTE 181.10 11.76 6.00 11.49 6.34 6,45 3,60 1,93 1.10 35.40 19.55 67.03 37.01 NORTHWEST RESIDENTIAL AREA 1 39.99 9.55 23.88 6.23 15.58 0.00 0,00 0.00 0.00 8.44 21.10 24.22 60.51 REMAINDER 1 141A1 1 2.210 N/A 5.26 NIA 6.45 N/A 1,93 NIA 1 26.96 N/A 42.81 N/A TOTAL SHEETS ...�...� EARTH DITCH DRI VEWAY CUL VERT BENCH MARK CLEARING LIMITS S.&- VDOT STANDARD STOP SIGN ----- 200 EXIS77NG CONTOUR PROPOSED CONTOUR 200 240.55 PROPOSED SPOT ELEVA77ON f TBC DENOTES TOP/BACK OF CURB T/B DENO7FS TOP OF BOX Z 0 0 O `V Uj O r J m L � ul Z E Z I: L W L APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT C PLANNER/ZONING ENGINEER INSPECTIONS t ARB IDEPARTMENT OF IiIRE RESCUE I LBEMARLE COUNTY SERVICE AUTHORITY iVIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTNIENT Z LU H M: Z o LLJ U S 'O Z L) S n 1 U O < w J J ;aW m V) J jL C ce LU w ie CO O" Corn � ua AMENDED AND RESTATED hedgerows. alority the Entrance Corridor frotitage parcels owned by Owner. The buffe-i- Will r _ IV. ST0RMW,kTER MANACEMENT AND STREAM 11311"D CONSERVATION I V. TRANSPORTATION review and, when - satisfactory, approval, 5nbjectalso to the Co-urityy�s approval of private streets I PROFFER ST,,Vf EMENT consist of a minininin 40-tool wide continuous Visual landscape area that shall. he SUbjeCt (0 under the Subdivi,'* Ord' � �- (Ch. 14 of the Albemarle Courity Code). NEIGHBORHOOD INVE$TIMENTS -i-P, LLC Albemarle Colinty Architcctural Review Board ("AR.13") review and approval. (the "Buflbr"). 4,1 Flood Plain. The area of the 100-year flood plai,n within the- Pro . ecL shall reniai I - � 'I III 5.1 Internal Street Construction Standard& Public streets., which. iii any event I � I ORIGINAL REZONING APPLICATION: #Z-iN4A-2(�00-009,'��',P-2002-72 . I - The Buffer may be located partly on the ON-vner's propQrty and partly on VD0T property, In the undisturbed except rior road crossings, public Utility,faciltities and their crossings, and pedestrian I shall include at least Leake Road, North Pointe Boulevard, Northside Drive East and Northwest I Ph�isij�kg. The Road Improvcrnents shall be constructed arid completed in three REZONINC APPLICATION: 4ZIMA 201 �-00014 C\p ,ont VD0T at any trine in the future reduces any portion of the Buffer located on VD0T and bil&ln,,, trails, arid only to the extent such exceptio,m. . - -, are permitted by County ordinances and Pa.ssagc, shall bc (i) C01IS1111-Cted in accord with the illustrattive'u'rban design crosssections shm,vn phases as set fortl below: PERTAINING TOTAX MAP AND PARCEL NUNIBER 32-22k property, the Owner shall compensate for such reduction by extending the BL]ffCr on ONVIler's regulations. L'poti the request of the County, Owner shall provide a survey and prepare the ' on Shect D-1 to the Application ?Ian. (--Sheet D-Y') Lind also in accordance with VDOT design ; � property in order to riiaintain a irtinirnUM 40-1`601 Buffier, even if'such corripensation shrill require riecessary docurnentation and dedicate the land Within SLICII flood plain, to the CoUrityr. suAndards pursuarit to detailed plaris agreed to between Owner and VDOT.arid (ii) dedicated for � � (a) Plva,�,�,, I Road ImUrovenrents, Prior to approval of the first corninercial March 25, 2014 I the removal of'parking u4jacent it) such Buffer. puhlic use and offered 1-or aeceptance into the state highway system.- Trces (with a maxiinvirn .subdivision plat o' site planwithin the Project, Owner shall obtain all isgociated permits and post I 4,2 Stormwater Manaimnent Plan, The sion-riwaterlbest niana(yern,ent practices - 1� spacing of fifty (50) feet), landscaping arid sidewalks as shmvri on Sheet D- I sh,01 be installed _ , � I all associated boi . '� s required or thel construction of the following (collectively, the "Phase .1 With respect to the propQr(y described in rezoning application #ZMA-2000-009, 1 1 12 Al)peararice of Storin Water Managenitent (11SWN111). Favilities� The SW\m ("W41") plan for the Projecish.all be nrenared� and all storinwater manaocinerit facilities for the " ' ' ' � I and mainLained bv the Owner in accordance with Coun�y or WJ01'staridards, Linless VDOT or . Road hrlp�rov(��nwl 15"'); and SP - 2002-72 (the origi , irial "ZJMA"), CWH Properties Limited partnership is the fee simple � ' ('acilities visible from the Entrancv Corridor identificd on fi-te Application Plan (stormwater _' Project shall be designed arid constiucted, to acconamodatc all current storniNvater dischazgc frain I I . � I ,i the County agrees in writing to assurne this respons bility, � owner arid North Pointe Charlottesville, LLC is the contract purchaser of Tax Map 32, - management facilities 1, 2, and 10) shall bc shown Oil 4 F1411 and bc su�jcct to- ARB review and W - Tax Niap, Parcel 032AO-02-00-00400 (_Nforthwoods N'lobite t"loirie Park Developurient) wid froin (1) SOUthCrIlMost Entrance on. UT .S� Route 29� . I llarcelsX. 20A, 20AI, 20A2, 2OA3 and 291 (the "North Painte Property"), and Vicilei 17T I I � , ill approval. SWM 1, shall be desia�ijed such that its shape, ptacerrient, arid larid form (fgradin - I W the existing -, dcvelopments on the nordieast and northwest corners of Proffit Road and U.S. 52 Timina of Conittletion for Internal Streets. Bet"ore �ssuance of'certificates of — I � �e A - Associates, L-L.C. is the t(� irriplc owacrof'Fax Map 32, Parcels 23-23A, 2313,23C, 2_33D,23E. transition bcti,veen the adjacerit co"nservation area and the adjacent hard edge of the parking lot Route 29, specifically the following parcels sho�vri on the current Albemarle Counly tax rnaps: oQQUPancy, 0-wilcy shall complete that seginent of an internal street as shown on Sheet D-1 . (i) U�S. Route 29 Southbound -- correction of the verticat ' ' 231', 23G, 2311 and 23J'(the "Viola 14111 Property"), and Neighborhood lrivcstmeats - NP, LLC and buildiags. T Jic plan bor SWM I shall be submitted it) the ARB with the first ARB tax inap 32. , parcels, 38, 3 RA., 3�, and �()A; tax nrap 32A, parecds 2-1 � 2- 1 A, 2-1 A I � 2-1 B, 2-1 C wLithin the Project which serves ihe building or residence for �vhich a eertifIcate of occupancy is carvatt,IrC ill the r(adwavjust � - north of the entrance. is tile fee simple owner of Tax Map 32, Parcel 22K. (Parcels 22H and 22K. have been cornbiaed. subri-iissian for Buddin- 14 or 19 ideritified on Shect B to the Application Plan �"Sheet B"), or C� and 2-ID. The stormwater management facilities shall ir.i.itigate the storai-water qUality and C� sought with at least [lie stone base and all but the final laver of'plant-raix asphalt-. The Final laver - ' (1i) U.S. Route 29 Southbound - construction of a coirtinuous into ,I s,ingle Parcel 22K) (the "Neic) borhood Investments Prop 1h erty"), Unless otherwise noted, any such building that is proposed to be located where Building- M is located on Sheet 13 I I i , qUaritity impacts, Wr the stortriwater generated both �vithin the Project , and for such existing -site of plant-irfix asphalt ,,;hall be installed within one ( year f'ollowing the issuance I ) of the first 12 fbot Wide thro 1g, aric (with shoul.ders or guard rail ag requirod by VDOT) starting at a point the respeQ-tivc parties are indiVidUally and. collectively refierred, to herein as,the "Owner", which I pursuant to the tertris of Section 3.2, SWM 2 shall have ,I rnore structured appearance than oft conditions as described hercin, as though the entire preexisting condition of the drainage certificate of occupzincy t-or a building or residence served by the affected street segment. that is I 000 feet i I �_ irth of the southernmost entrance and extending south to Airport Road. term shall include any successors in interest. The term Owncr shall refer to the specific. owner of SWM W (see helow) arid shall be designed such that its shape, ptacemerii, arid land forin area is an undeveloped wooded. site and is being dQvetopcd to the existing, off -site conditions and the Neighborhood Investments Property, the North Pointe Property or the Viotet I -Jill Property ,, ,, � (g,rading) transition bemvcen the adjacent conservation. area and. the adjaccrit hard edge of the, the proposed ori-site conditions, In addition, biotilLers shall CO _T11pYi8C d 111ininIUM o f'thirty -three 5 � 3 Road Improvements. Owner shall design and construct all of the road �__ I (iii) U.S. Route 29 SouthboUlid - construction ofdual left turn vN,heii a proffiered condition relates to a specific property, and the terril Owner shall refer to the parking ' I __ lot and buildines. The plari for SWM 2 shall be SUbmitted to the ARII wid I __ b the first � I and one-third percew (33 113%) of the total required parkingg trot landscaped areas within the improverneirts rercrenced in Sections 5.3.1(a)�5.3.1(b) arid 5,3.1(c) below, whicharc also shown I "External I aties with taper a , I the crossover, QW,nQFS, QfthQ FeNPQVti�VC pf'Opffties collectively whenever a proffcred condition relates to all the ARB submission for any of Buitdings 26 through 3 1, SWM 1 0 shal I be desi gried su& that its "Corrirnercial, Area" of the Project, as such Commercial Area. is delineated on Sheet G ofthe oil S�Qa D-I to the ApphcatiQu Plan arid on Sheet E to the Application Plan entitled propcities subject to this zonin I _g rnap appliQation. The North Pointe Property, the Violet "ill shape, placement, and land forrn (grading) are integral. vvith the adjacent conservation area. The � I Z__ Z� Appli,cation Plan ("Sheet 077)� � Road 1111provenaclit Plan�` ("Sht-et F") (collectively, the "Road fniprovements"), unless such (i-v) U.S. Route 29 Southbound - construction of right turn Emu Property, and the Neighborhood Investinents Property are referred to collectively as th-C plan for SWM 10 shall be subinitted to the ARB at ffic, time road plans are submitted to the Road lin.provenieriLs are first constructed or bonded by others. The various phases of the Road with tapier to sery northeynnios I entrance to SR 15 I 5 � _ "Property." unless otherwise riote!d. . � I - - - I 1 County kind VDOT for Northwest Passage, 43 .Erosion -,Ind St ilgen tfop trot. hriproveinents are also shown tbriflustrative purposes oa a color.-coled copy of Sheet B that Js I I � _ 11 I I � I 11 � - - I I I I � I 1 - I I � I attached hereto as Exhibit B, Owner shall dedicate to public use any required Fight-Of-WEYV that it � : (Y.) UX Route 29 Northbound - construction of a continuous Pursuant to Section 33.3 of the Albcmarte. County Zoning Ordinance, 0WIXT - III. DENSITIES �a) The Owner shall, to the "maxii-num extent practicable", provide such l now oi- hereafter owns in fee sirriPle. For purposes Of this Section 53, the use orthe term "road" I -) , Coot wide through. -in ail as may be required by VDOT) extending 1, , e (with shoulders or guard r, hereby voluntary proffers the conditions listed in this Amended. and Restat, , ed Proffer Staternent� additional appropriate erosion arid sediment control measures that exceed State and Local as it applies to internal streets shall also have the saine ineaning � I _ as the. word "strect" in t he . florn Froffit (Airp1brt) I- Road (Roule 649) to the Northwest Passa-e entrance. which shall be applied to the North Pointe Property if this ZMA is approved b .1 I Y Albeniarle 3.1 _Total ligildout. The total number (if dwelling units within the Project shift not I minitnum standards, If there is a disagreement regarding ,whether the standard. of "maximuill Albernarle County 'S,Ubdivislon Ordinance (Chapter 14 of the Albemarle COLIILt�r COIJC) where - County. Tlie-,e conditions are proffered as part of the ZMA and it is agreed that: (1) the ZTVIA exceed eight hundred ninely-three Q193), Subject to Section J.2, the building �_ , footprints and (-, ross extent p I racdcabt��. h, naisfied, the Virginia Department of Conservation and Recreation wit] be applicable, . � (vi) U�S. Route 29 Northbound - coristruction. of a right hard itself gives rise to the need for the conditions, and (2) such conciltions have a reasonable relation � ' floor areas of commercial, oft'ice, and other wies, and the bul td Ing footprints Of hotels shall [lot provided arr opportunity to review and advise on such questiori. . turn lane at the outherrittiost entrance, the geornetrics of which will be subject to VDOT to the rezoning requested. V exceed those set forth in the Land Uw Breakdow-n Table on Sheet A to Lhe AppliQatioa Plan 5.3�1 Desigm and Phasing. All Road Improvements shall be desigti,ed and phased as approval..� ("She�et A"), (b) Pog-construct[on Stormwatcr N,l&naL)ciricnt: The Owner shall, to the bollows: : This AnLiQn&,d and Restated Proffbr Staterrient shall relate to the rnulti-page maximurn exterit practic,ible, prvyide post -construction storinwater 137,41's that are designed to . (vii) U,S. Route 29 Northbound - construcijon of left wra tane application plan erititled Pie mmunity",. prepared by Keerie�, & Co,, Architects, as � 3.2 Limited Adjustrue I � . nts to the, Elcments of the AppLication Plan, The gross floor � achieve An avcrasze annual sedirrient rernovaI tatC of 80% Us published by the Ceater for _ - Des�gn. 'I'he Road Improvements shall be slio-�vn on detailed rcmd Plans satisfyine-, . wi 11 ith taper - ito SIZ 15 1 5� revised throng . I , i ,l) Arric 13, 2006 and attached hereto as Exhibit A (the -Application Plan'), arid the area of the buildings used 1.1or commercial, office. other irses, and hotch; shown Qn Sheet A may C, I \Vatershcd. Protection. in Article 64 of' The, Practice of Watershed Protection (2000 edition)- VDOT design S'Lzmd,ards which, shall be submitted by the Owncr .for review and, whe-ri , : i I Albernarle County Code In effect as of the date of the Original Proffer Statement (the "CoLint�y be adjIusted within a range of tip to ten percent (lWo)l provided that tlie maxii-num gross floor These �,vill include, bLit al-C not hrllit,ed io T�bioretention, biorete.tition filters arLd' wet retention s,atisflacrory, approved by VDOT and the County (except for -the Road Improvements to U.S. � i (viii) SR 1515 Eastbound --- construction. and/or restriping to Code"). ThQ North Poi.ntc Community shall be reflerred to as thc "Project." area I -or each category of'uses shown oi I g � a Sheet A is not exceeded. The footprints of Buildings 6, b o �, � i ri s, 1101,11e 29, whic I shicill be subject only to VDur approvao I-ovcd P ,d - �� . (1wrQinafter, the "Appi W4 11 11 provide I'll turn k Q ne N�vith taper. _ 14 and 36 as sho�,vn on Sli,cet A can be interchanged. =_ Notwithstanding the terms of (his Plans�'). The Approved Road Plans shall show the width arid lejigth (QxccFt as specified In L Tflis SECTION INTENTIONALLY DELETED Section 12 to the contrary, Building 14 sb, 11 -ill not initially exceed t38,500 squarc t�,Qt, pro�,ided, 4A Strearn Buffer and Restoration- Upon the commencement of' the applicable Sections 5.11(a)(1)(ii) arid (v) and Sectio n, 5.3.1(b)(1)(0). location, type of section. arid I I I i i (Ix) Installation of a traffic signat with 8 phase tit -, vid o I" -nirie c howev,er, that after two yotirs following the issuance o g I' the cert'ficate Of omuparicy for coinn-tent period, the Owner shall notify, the COUnty and provide the County with a copy ofany ' georrietrics of all larie improvements as required by VDOT cinsign standards. All of the Road I detection I and asso'_�iated I intersection improvements at the intersection with U,S. Route 29� if. ENTRANCE CORRIDOR Building 14.. Building 14 mtzy be adjusted within a range of tip to ten percent (101/1,%). and if , I , �g.jne;:n, aild/Qr DEQ for itny siream disturbance, In applIcation(s) to the U�S, Arrny Corps of Fn huprovQiii,crIts bliall be constructed, in cornpliance with tho Approved Road Plan& The Road I i ' Building 14 Is located in the location shown on Sheet. B, any stich expansion shallbe located to addition, ifnecessary, after finst looking, on-sitc for midgation opportunities available to satis � f), timproveintrits (o U.S. Route 29 shall be based on the ffiell-CUrreriL VD0T design speed and Ln i (x) Close existing crossover at U�S, Retire 29 and I 2.1 Creation of a 40-Foot Buffer alon:! the Entrance Corridor, Within six (6) ' t1w oast so that the additional space is located along North Pointe Boulevard, Notwithstanding the permitting process, the Owner shall contact the County fior a list of off -site oppoTt titii ties - crDss-stope requirements. Notwithstanding the provisions of t1his paragraph to the coritrary, in 4;� Southernmost Entrance to SR 15 1, S. months after die acceptance by the Virginia Department of Trarisportation ("VD01'") of tile I in I Z�` the terins of this Section 3,2 to the contrary, but Subject to tire provisions of Section 8.1, the 11 within Albemarle County for such mitigation, , and shall look for such mitigation opportunities th� event that the internal residential street desi'g,ris as shown on Sheet D-1 are not accepted by � Road Improvements as defined. Section 53 that are r I ilong the .northbound lanes of U.S, � I g, County may itutharize Buildin 2I as shown* ort Sheet A to be a,djusted by more than ton, porcent oft' -site. VD0T, the Owner shall submit detailed ro, I . Lid construction I.,flans for such streets to the County for i ; �xi) Proposed Entrance Road bcoxceii, TNIQrth Pointe Boul v .rd . � C a Route 29, Owner shall plant and thereafter inaintain at all tit -Ties ,,I landscaped buffcr, including - (I o%). I I I ' arid U.S_ Route 29 i ! I I 1� (2) Nlorih Pointe Boulevard, Leake Road alLd _11roffitt Road, (i) Lcake Road and North Pointe Boulevard, in accQ�dance With the desilen cross-s-,ection5 shown on Sheet D-1, frorn Proffit Road to either Northsid e 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 Nortliwest Passage- Ttic owner shall provide a fifty (50) foot public right-of�-vvay along Lcakc Road ,Ind shall construct a two-lane i Pub-lic street to be accepted by VDOT andas rnuch of the other 'n"provements shown on the cross -sections as possible wAin the available riv ,tit -of -way as reasortably determined by the County Engineer. . (ii) The roundabout, or such other improvements as may be � , approved by VDOT and the County, at the mterseeltion of I -cake, Road and Proffit, Road shown on Sheet B and an additional westbound ri omt turri lane on Ptofflt Road fro irt Leake Road to U, S, Route 1-9 as shown on Sheet R_ In additio .r property acquisition that is required for the off- � n, to - ' , site on � public right -of' -way f'or coris,tructi of the improvements required by this Section 5.3. l(a)(2)(4), the (.')1vtwr ,shall inake a cash, contribulion or providc a letter -of credit ina I � Form approved by the County Attorney FOT Such purpose In the a,mount as deemed necessarN f'or the proporty acquisition by the County Attorney, provided that such amount shall not exceed one hundred fifty percent (150%) of the County's fair market value appratisal prepared for acquisition arid condemnation pUrpos,zs, The cash contribution or letter of credit described in this Section 5,11(a)(2)(10 shall be used io pay flor the total cost of the right of'way acquisition. The total co!;t of the right of way acquisition for the off -site property riecesqary to construct the iraprovernents required by this Section 5.3.1(a)(2)(ii) shall inc-lude the norinal costs associated - with acquiring land, bUildffigS, StrUctUres, easements arid other- authorized interests- by � I condemnation or by purchase- including, bin trot limited, to, [arid acquisition, Qngincering, , surveying, arid reasonable attorne ys fees. The cash oontributiori. or thc lQtte:r of cr,edlt shall be provided by the Owner within thirty ('30) days upon request by the County. If the property is acquired - . by purchase, the coatribution for the ptirch"Ise price shall not exceed one hundred fifty -1506 y perccnL( /b) of the Count 's fair market valtic appraisal. prepared for condem.nation purposes Without the Conscrit of the Owner, If the cost of the right of way acquisItion exceeds the amount previously contributed, then the Owner shall reiMt�UrSO the County all such excess cost,,s. within thirty (30) days upon request by the County, The County sbal I refund to the Owner till excess contributions upon completion of the land acquisition. (i ii) Intentionally Omitted (iv) Ail additional through lane� eastbound on Proffit Road from , U.S. Route 29 to the roundabout at the intersectiotr of Leake Ro,ad and Proffit Road. In addition, for properry acquisition that is requiredfor the off' -site public right-of-way for� QoiIs1ruQfiofl of the � improvements required by this Section 53 3 � I (a)(2) S aLl make a cash contribution � � (iv), the Owner li Or PTOVide a tetter of credi , t in a form approved by the County Attorricy for such purpose in the aMOLInt as decitied ticcessary for the property acquisition by the County Attorney, provided that such arriount shall not exceed one bundred fifty perQent (150%) of the Courity's fair market value appraisal prepared for acquisition and conden-irtation purposes. The cash contribution or letter of credit described in this Section 5,3, 1 (a (2)(iv) shall be used to puy for the total. cost of the right of ) 2 . - way acquisition. The total cost of the riglit of way acquisition for the off -site property nece!ssary to construct the improverrients required by this Section 5.3. 1(a)(2)(iv) shall include the normal costs asiociated with acquirin,gy land, buildings. StrUCtUrCS. casements and other authorized , � . interests by condemnation or by purchase including, but not limited to, land acquisition, - . . ' , eligineering, survcying, and. reasonable attornevs flecs. The cash contribution or the letter of W credit shall be provided by the Owner within thirty (3(')) days upoft tequest bv the County, ff thc: I - � . property is acquired by purchase,, the contribution for the p�irchase price shall not exceed one huridre� fifty percent' (150%) of thQ County's fair rnaricel value appraisal prcp,ffcd for condemnation purposes -without the con$k�11L Of 11-tC ()%voQr. It' the cost of thc�, right of wa,,,.� - acquisition e,xceeds the atuourit previously contributed, then the Owner shall. reuriburse the� County all such excess costs 'within thirty �30) days upon request by the Counly� The County shall reftirid to the QN-vner all exc�css contributions upon completion of tire land acquisition, C' ml2letion of the Phase I RtyadImI)rovements. Within 1-ifteen (15) months after the issuarice of the first building pennit for a commercial building within, the kinds, subJect to the first con-imercial. subdivision plat or site plan within the project, or prior to the issuance of I a certificate Of OCCLIpancy f0r SUCh building, whichever is earlier, all of the Phase I Road. Ittiprovernents shall be accepted bv VIDOT bor public use or borided for, VDOP.s, ,acccptauce if such Read Irnprovements are a primary highway, or accepted by VDOT tbr public use or bonded to the County for VDOT�s acceptance if such Road Itriproveirteritts are a sccondary highway. (b) Phase If Road Improvements. Prior to approval of the first site plan that would authorize the agg,regate corarnercial, office and hotel gross tloou area as shown on Sheet A within the Project to exceed two handred nineLy thousand (290,000) sqUare feel, Owner shall obtain all associated pernii-ts and post all associated bonds required .,for the construction of the 11�, following (collectively, the "Phase 11 Road fruprovernews �! I (I) Middle Entrance on U.S. Route 29 (Northsid(: Drive East/ .S Z I 5 70): (i) U,S. Route 29 Southb,ound - cons(ruction of a continuous 12 foot wide through lane (with shoulders or guard rail as may he required by VDOT) starting at ' I a point that is 1000 beet north of the Middle Entrance and extending to the point whene it ' connects with the portion ofthe lane constructed pursuarit to Section 5.3.14a)(1)(H), lanes with taper. (11) U,S. Route 29 Southbound - construction of dual left turn (iii) U.S. Route 29 Southbourid - construction of a right tLITI-1 lane with- taper. (Iv) U4& Route 2.9 Northbound - construction ofa right hand ZD Writ lane at the Middle Entrance, the georrietrics of which,will be subject to VD01'approval. , L, (v) TJ�zS, Route 2q Northbound — con5truaiwl Qf lQft turn lane . with tallen (vi) SR 1570 Eastboiind - coristruction. of or restripirig of lane,; to result in separate left,, through and right turn moverrients, (vii) Entrance ruad Westbound -- instalIntion of a traffic signal r-1 with 8 phmc tkning, video detection arid associated intersection iinpro�vements on'T.J.S. Route 29, (viii) F.'xisting crossovcr at Cypress Drive -- construction to close tile Crossover. (ix) f'rontage road fro.in Cypress Drive to SR t-5?0 - construction of a public street to serve properties currently accessing U.S. Route 21) through Cypress Ddvc� (2) Northside Drive East between. U.S. Route 29 arid North .Pointe 1301,11evard as sho,kvn oil Sheet D-1. Completion of the Phase 11 Road Imertivernents. Within fifteen (IS) inoriths � - after the issuance 01'010 fiTSt building permit for a buildim, within the lands S�Ivlcct to the l'irst I � ,subdivision plat or site plian that would authorize the aggrez,gate coinnicicial, officc arid' hotel '_ gross floor area as shown on Sheet A vvith'n lh(� 11roje-ct to eNcccd two hundrcd ninety thousand I - (290,000) square feet, or prior to the issuance of a cerlificate of occupaacy Cor any building that , I CauSeS SUCh gross t100T area to eKCCed. two hundred ninety thousand (290,000) square feet, � whichever is cartier, all of tke Phase It Road Improvements shall bc accepted by VDOT for public tisc or boirdcd for VD01*'s acceptianuc if SLICh Road hirprove.inents are a primary highway, or �.,tccepted by VD01" for public use or borided to the County for VDOT's acceptance if stich Road Improverrients are a secondary highNvaN. As it relates Io the Nei-liborli,00d trivesunetits property! Proffer 5.3�1(c') is C, . replaced arid arnended as set forth below- 1. (c) Ph.law Ill Road laproveinients, Prior to approvalof a subdivision plat or ,site plan for any devcloprnc�nt of the Nelj�hborhood Investments; Propi�rty or any portion thereof, Ovvtrer shall obtain all associated permits and post all associated bonds required t'or the. constructioll of tile folloN,vrrig road improvenients (collectively, the "Pliase 11.1, Road linproveincrits") tu the extent any such road improvcnionts, have not already been coinpleted-. (1) Northernmost Entir rice (opposite Lewis & Ctark_Drive'Lon U.S. Route 29: (i) U.S, Route 29 SOLIthbound - construction of left turn lane with taper, (i i) Northwest Passage 1. I roin U,S, Route 29 to the south I property line of _Fax N/tap 321, Parccl 22K as shown on theApplication Man. (iii) U.S. Route 29 Northbound - construction of a right hand 11,11-11 lane, th.e gcometrics of which will be subject to VDOT approval. 60 If Uie traffic signal to be constructed by others is in place I , � prior to Owner coinniencing, wo I rk on this Northernmost Entrance, arid sucl� traffic signal Only � Includcs t4rec le�_,S, Owner shall add the fourth leg to the signal, kvhic-h shall include additional rnast arms, Signal lic�ads arid. ancillary equipment necessary to support Northwest Passagge's use of the intersection, a-, dcterini�ncd by VDOT, If such traffic si,anal is not in place and the VehiCLILLI` tr�lffi,C gerierated by the ProjeQt Qauscs the VD01'sign,al warrants to be irict, and VDOT rc,,quires that a traffic sipal be installed its a condition of the entrance perrnit, Owner shail install such traffic 6gnaE, (2) Within kvelve (12) niontlas after issuance of the building perinit for , COnStrUcti011 Of the C�leuaentary schoot on the School I-ot. arid if not alrt�ady conipleted, Owner vvill complete the improvements set forth in Section 5.3. l(c)( 1) above. Coml2letion of dic, Phase Ill Road Iml2roveinents. Within twelve (12) raoll.ths after thc� occurrencuA of the applicable event in Section 53.1(c) which required the Owner to obtain all a�sociated permits arid post all associated bonds required f'or the constrtiction of the Phase Ill Road Improvements, all of the 11base Ill road irap-wvenients shall be accepted by VDOT f'or public use or borided ,ror VDOT's acceptance if such RoaJ Iniproverricrits are a primary highway, or accepted by VDOT for public Lise or bonded to the County for VDOT�s - ' ' I UCeptancQ if Stich Road finprovernents are a secondary highway. 53,2 Upon req,Lw-st by the COLHItV, Owner shiall make a cash, contribution to the COLHIOV I � I or VD01'for the cost of a cable or wireless radto systern that will link one or more of [lie signals, 0 bctwQcri - Lcwls -,Ind Clark Dfive and Airport [-',oad,- provided, 1101A'eVer, that the total cash contribL1111011 shall not exceed il-urtY-five thousand dollars ($35,000). Subject to matters of furcc rnajeUre, if the County does not request the funds, or does request the funds but the construction � of the systern does not begin by the. later of December 31, 2010 o�r three (3) years after Qornpleti on of at I of the Road finprovemen is, sai.dfuncls shall be refunded to, ffic Owner. � . 5.33 Prior to the approval of plansforimprovemerits at any 1�.S, Roate 29 intersection, Owner shall provide VDOT traffic signal network timing plans that VDOT finds acceptably M address the impacts of the propuscd traffic. signats far peak traffic periods. 5.34 Rey-ional Transportation Study, Cash Contribution, IM-P-RO-EFER HAS I 13EE i-SAXiSFIED. Upon request by the Courity, Owner shall makc a cash contribution of one hundred thousand kklars ($100,000) to thu Courity for thc purpo,5cs of funding a rep I I ioaa transportation. study for the Route 29 corridor, which includes the South Fork arid North Fork of' I the Rivanna River and the Hollyrnead Growth Area of which North Pointe is a part- 'The contribution shall be made vvit.h[a thirty (30) days after requested by the Counry anytime after the rezoning is,� , _. 1pprovcd. If the rccfucst is not made within one (1) -year afler the date of approval of the first Final site plan for the first commercial bUilding Nvithin, the Prqject., this proffer ,shall become outl arid void. Ft'such cash contribution is not expended for the stated purpose witbin three (3) years from the date the funds were contributed to the Counly, all unexponded. funds shalt be rcfunded to the Owner, VI, OPEN SPACE AREAS AND GRELNIWAY 6. I 1ptclestrian Padlway,s. All pedestrian pathways shall be classified ;v3shown on the Pedestrian Pathway Key on Sheet G and, excepi for the pathways to be constructed by the - I County, shall be shown on the subdivision Plat Or Site PhIn f'Or the underlying or adjaceni lands . L__ " within tbe� �'roied't 11w pathways shall be constructed, bv Owner as Class A or Class B trails as - I * � idetitifit , ed on ,13h(Tt , G, and in accordance with the applicable design and construction Standards in .s ,�s f ounty s ign Standards 'I'Aarrual. Stich construction sliall be in conjUaletion with the thc C , i - improvc,ments fir the subdivision plat or site plan, as the case may be., arid bonded with the - streets it' the pa,tlrvvays are a subdivision unprovarnent, or with ,,I performance bond if the pathways are a s. I te plan improvement, The paftvay s,hown on Sheet G along Flat Branch n .1 I - � orth arid wtith of I IGU iside Drive Fast shall not continue through a culvert if a culvert istised for the strearn C�Tossing The pathw,av intended for the culvert between Park P U,nd Park- r' LIT-ldcr North I2:111 I I I 11 Pointe BoUleVUrd shall coriforin to the appllcabk standards in VD0Ys "Subdivision Street Guidance" and Owner shall ni,ain(ahi the pathway If it is not accepted by VDOT for mahitcliance. I 6,-) 1 1 - Lak.e. Upon request by the County, Owner shall dedicate to the County the lake slio�lvri on the Al 'lication Plari Jbr public rise, provided that such lake will, be available for use by )p . Owrier :for storr "%vater maxiaLYCITICIII as described In Sheet C it) the Application Plan entitled I � _ I , "Stortriwater lklai�,agerncntand Strearri Conservation Ill an"' ("Sheet C")� VIL THIS SE!,CTION INTENTIONALLY DELETED ITIFS VIII. PUBLICIINFRASTRUCTURE AND FACIL , PROFFERS 8.1 Rr"anch Librarv, I � , 0), - Upon request by the, County, 0-virner shalt dedic,u to the Courity the i-ce SinIPIC iilttre.St ini the land shown on Sheet B as a library, consisting of a 15,000 square foot fully graded plad site, AN ', I 'ith utilities, -to accommodate a 12,500 square�, foot building I I , foQtprint5 a five foot perimeter strip and up to ,I 25,000 square � of building =1 I fo , together with a none-x"clusive I . easet-rietil to the f1d acent common area for ingrvss, egress, construct o sta n a - suffii ' : I , , i 11 gi f; lid s cient County Code I .. ired parking, storniwater detention arid watcr quality facilities forthe location I . - � of a fteestandilig J(�ffersoa-Madisori Rqzional Library gn� such other uses that are compatible ,,vith the, propos(--d ,iurroundin,�' uses. as deterinined by the Courity (the "Library I_Qt"), Notwilh�standing .he terms of the prior sentertee to the contrary, if the requirerricats for the library I � ! buildingirequire a larger building rootprint, the County may authorize the library building � footprint 1 to be la ger than Lis stated in the prior sentenc:.e, provided, however, that the size of the area shoWn as "�ark 11" on Sheet B ("Park- 11") and/or the 547;c of the adjacent parking,l area imiriediaiel'y north of the Libraty Lot on, Sheet B (the "Library Ilarkiag 1-ot") shall be adjusted accordin.01y, to accorninodate such larger building footprint, The Owner shall not be responsible P I for any utility ta,rr f�es, but Owner 5ha.11 complete construction of the Librar Parking Lot and I � y - oiher parking ardas serving tbc Library Lot. The Owner shall permit the Countv to Ilse tile Library Parkin- 'Lot an&or, if riot already constructed, Park 11, I-';,)r purposes of construction I E�� F � staging. Within ,.vehve (12) months after written notice IfOITI tile County that it intends to begin 1: i o n o �, ItF Constrtiq. , f tl;ie library, the Owner shall make the access roads and (lie area of the Library Parking Lot availlable with a( least a four inch compacted stone base for usc� as access arid � i � construction staging. Stich street access serving the I,ibrary Lot and the Library Parking Lot I shaft. be,cornpleted arid available for rise no later than ten (10) months after issuance of the , s T H 0��A,N �, P , . �e �P60_1 �-_A WSSCOTT R. COLLINS�?, 0 �_" ,U Lic. No. 035791,'t:- _101VAL �t�l 3;111,0 �:: 1� , 1. , : 11'g! , ::::::::::::::::::::::: , , 111.�,_x : I I �11 Ul z 0 N� I! a 07 �J a a .1 9 ri JOB NO. - L. (D 0 23 .6 -0 0 W 6 SCALE 2.� : W -0 ::1 AS SHOWN C: 0 a .0 - co . r ,_ a) a > SHEEr NO. 'a 0 0 2 Q) Ca (n — W 0 = _K_ I_ �� a building perniit ror the library, provided, however, :that asphalt pavernent 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 we�athcr conditions) after the County has removed its construction-r6ated materials and equipment. Upon the request of the County, Park H shall. also be dedicated to public use, bw the O%vner shall. riot be responsible for rnaintaining such park. Owner shall be responsible for maintenance of the Library Parking 1,,.ot alid other parking spaces serving the Library Lot and the County shall have no obligation to be a nien-iber of any owner's association. The County's request for dedioation of the land for the Library Lot and Park 1-1 shall be made within three ('30 years rollowirig the later to occur of (i) issuance of the first residential, building permit within the Pr(�ject, (H) Owner's completion of the infrastructure (inchiding but not lirnited to streets. water, sewer, electric, gas) required for the use of the Library Lot, or (iii) December _11, 2016 (which December 31, 2016 deadline may be extended bv written mutual agreement of the Owner arid the County). If a request for such dedication is riot made within three (3) years fol[owing the later of thesQ dates, 11-lis proffer will be aull arid void, (b) Green Roof hi 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,I(a) above, and in the further event. that tile building is developed as a condonlinium and the County requests tile Owner Lo assurne mvilership, for a portion of Elie larger building. Owner shall accept such ownership at a reasonable price -upon which. the parties may mutually agree, aud shall contribute to the County, oil a pro tata basis based on the proportional size of the portion of the library build ing owned by the Owner relative to the size of the. library building as a. whole.,. tile cost or designing and constructirig such. building. �rhcse costs may niclude, if desired by tile County, installation of a �veen roof'," and any additional expenses associated with structurally reinforcing the roof as necessary to support t1le green rool'. Within tell (10) days after receipt of a request for payment by the County that is accompanied by documentation to support the progress payment arnount as Provided in tile construction contract, the Owner shall subm it such. payments to the County, Alternatively, in the event the C01111ty 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 tile library building owned by the Owner relative to the size of the library building as a Wholei the additional costs of constructing the library building to obtain LE-ED certification 11or the building. Within ten (10) clays after recelpt of a request for payment by the County that isaccomparlied by documentallon to support the progress payrnent amount m provided in, the construction contract, tile Owner shall subinit such payments to the County. "File design of tile green roof, of- (he criteria utilized to obtain the LEE15 certification, as ap� plicable, shall be in the County's discretion. &2 Affordable Housing, Subject to the terms and conditions ofthis Section 8.21, tile Owner shall p, _110 'unit,' , s affordable - - . rovide a ininirrium. of forty (40) "for -sale"' residential dWeIll cll� s a dwelling units, a mininlurn of sixt-y-six ('66) "for -rent" residential dwelling units as affordable dwelling units, and a rnininIUM Of f'our (4) Carriage Flouse Units, (as Carriage HOLISC U11i[S aUC defuled in Section 8,2(d)). The fort, (40) "Ibr-sale" residential dwelling units shall be comprised of the following types of dwelling units: twelve (12) from, inulti-fam1b,', twelve H 2) fram"otlier" (consisting of townhouses, duplexes, attached housing, condon-iiniums in the commercial areas and ollier unidentified housing types); and sixteen (16) froin siuglc! family detached, each at tile the purpose described herein., but shall, by January 30, 2017, or thirty (30) days after such later clate, contribute five hundred thousand dollars ($500,000) cash to the COUrity to be used by the COLUlty 11or projects identified in the County"s CIP reasonably, related to the need_,� or the N , I orth Pointe community, and In such event the School Lot may be used for other residential purposes Lis approved by the County after request by Owner for art. arnendinent to the Application Plan. After dedication and bef�re the County uses the School Lot for a school or tbr park and recreational purposes, kind ifrequested by the County, ONvncr shall maintain the School Lot I until requested by the County to no longer do so, subject to the Owner's right to exclusive use Ofthe School Lot for park and recreational purposes, Such park and recreational purposes shall be Only those uses shown oil an approved final site plan or subdivision plat fo�r 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 esiablished by Owner that the COL111ty requests be removed. The County shall not be obligated to pay Owner for any irnl-�rovernents established by 0-,,,,,ner that the County retains, The deed ot'dedication for the �chool Lot shall provide that if the Counly accepts title to the Schoul Lot arid then does not construct either a park or a school vvithin twenty (20) years t1ollowing the date tile Board Of Supervisors approved ZMA 2013- 00007, then upon Owner-'s request title to the School Lot shall be trans.rerred to Owner at no expense to Owner. 9.2 Bus Stop Turnoffs, Bus,.Stop Improvements, and Bus Service, (a) Owner shall constrL]C( ten (10) public bus stop turnof.fs as shown oil tile Application Plan, or otherwise two (21.) in the SOLIthernt-nost residential arca, four (4) in tile conitne.rclal areas and four (4) in the other residential areas, each in a location mutually acceptable. to.Owner-and the County. The bus stop turnoiTs shall be approved with street construction plans for the Project arid bonded and constructed with thestreets, (b) Upon the request by the County, Owner shall contribute the total surn of twenty Cive thousand dollars ($25,000) c,ash towards the design and construction of the above ground bus stop improvements such as benches and shelters :meeting standards established by th,e County at each bus stop. If the County doesnot request the funds, or requests the ftinds but does I-101 Construct the, bus stop improvements by the later of December 31, 2015 or three (3) years af 5 qt I ffs, then subject to matters , ler completion of the road network that includes the bu , Op tL rno of force majeure, the ullexpencled funds shall, in the discretion of the County, either be returned to Ovvner or applied to a project identified in the County's capital improvements program within or adjacent to the Project that bQnefits the Project. (c) Within thirty �130) days after the introdUCtion of public trarisportation to the Project, Owner shall contribute twenty-five thousand dollars ($25,000) cash to the Courity to be used for operating oxpenses related to such service, and shall thereafter annually contr&tc TwenLy-Five Thousand Dollars ($25,000) cash to the Counly, to be used for operating expenses related to such service �Cor a. period of nitic (9) additional years, such that the total funds contributed to the County pursuant to this Section 9,2(c) shall not exceed 'flwi) HUndrcd Fifty Thousand Dollars ($250,000). If the introduction of public transportationto the Project does not corrimence by the later of ten (10 ' ) years after the Board of StjpQrvisors approved ZMA 2013- 00007, or seven (7) year,, after (lie date of the issuance. of tile first certilikate of occupancy for the first cornmercial buildiug Nvithin the Project, thl,� Scolon 9,2(c) shall become null and void. sale prices and under the ternis arid conditions set forth, in this Section 8.2, The Owner shall Convey the responsibility of constructing the af1orclable units to tile subsequent owners ot'lots will -Lin the Property. (a) Multi.-Familv and "OtheC' For -Sale Affordable Units, For fl.11.11ti.-farni1V and "other" f'or-salc al".6ordable d�velling units %vithin the Property., such affordable Linits shall be affordable to households with income-, less than eightly percent (80%) of the area niedian farnily 111coRle (the "Affordable Unit Qualifying ITICOMC"), SUCh that the housing costs consisting of principal, interest. real estate taxes and lion-wowners insuratice (PITI) do not exceed thirty percent (30%) of the Affordable Unit Qualifying Inconie, provided, however, that in 1lo event shall, the scifing price ot'such affordable units be less (han the greater of' 011c Hundred Ninety Thousand Four Hundred Dollars ($190,400) or sixty-five percent (65%) of the applicable Virg,iiiia, I lousino Development Authority (VIlDA") maxiraLftu mortgage for first-time horne 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 ("Modera-telv-Priced QnitQ, For single w-sale affordable units within the Property (".Moderately- , Family detached ft Priced Units"), SUCII Moderately -Priced Units shall be affordable to houscholds N-vith incomes, less than one hundred twenty percent (120%) of the area median fanaily income (the ing Itworne"), such that the housing costs consisting of PITI do "A/lodcrately-priced Unit Qualif) L, - - not exceed thirty percent (30%) of the Moderately -Priced Unit Qualifyinc, Income, provided, 1-lowever, that in tic) event shalt the selling price of such Mode rate ly- Priced Lhlits be required to be, less than the greater of Two Hundred Thitly J.'_`.igbt Thousand DoHars ($238,000) or eighty percent (80%) of the applicable VHDA maxitnurn mortgage Bor first-tirrie horne buyers at the beginning of the 90-day identification and qualification periodrefcrenced in SQctioa 8.2(t). 7D (c) For -Rent Affordable Units. For a period of five (5) years foltowing the date the certificate of occupancy is i I ssued by the County for each for -rent affordable unit, or until the units are sold as low or moderate cost units quallf�ing as such under either the Virginia Housing Developt-nent Authority, Farmers Home Adillinistration, or Housing and Urban Development, Section 8, vvh1chever comes first (the "A. ff'ord able Terill"), such units shall be rented to liouseholds with Hicornes less than the Affordable Unit Qualifying Income. No f-br-rent affordable unit may be counted more than once towards the nurnber 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 suc,h Lint , t is subject to the ternis of this Section 8.2(c). In addition, all contracts pertaiiiing to a convevance of any for -rent affordable unit, or aily part thereof, during the Af,"fordable"ferm, shall contain a coniplett,, and rull disclosure of the restrictions and controls established by this Section 8.21(c). Prior to the conveyance of any, interest in any for -rent affordable unit during the Affordable Term, the then -current owner 0all notify tile County in v"riting of thc conveyalwe and provide the narne., 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-W,ay.-txtension to Parcel 22E. Unless the dedication of' public right-of-way arid the construction of such street, are requ , ired in conjunction �vith the approval of a subdivision plat under Albemarle Count), Code � 14-409 and related sections, or then, successors: Owner shall reserve the fifty (50) foot wide right-of-way located within the area shown on Slit�ct B and identified as a "50' R,O.W, Reserved for.Future Dedication"connecting a riglit- of-way frorn the proposed middle entrance road into North Pointe to the southern property line of' Tax Map '12, Parcel 22E (i"'I'MP 32-22E"'). Prior to tile issuance of a building permit for Building .32 as shown oil the Application Plan, Owner shall record in the Clerk�s Office of the Circuit Court ofAlbernaric County, a current, irrevocable deed. of dedication dedicating to public Use l'or road piwposes, the area labeled "50' R.O.W. ReservQd for Future Dedication." Owner acknowledoes thal if it is riot part of a subdivision plat approved by -the County, such offer of g I dedication rinist be first reviewed and approved by the Board of Supervisors and accepted by the Board, Such deed of dedication shall include the following conclitions� (i) that TMP 32-22F, shall have been upzorted., and (d) that prior to its use for road purposes, there shalt have been coustructed on tile land so dedicated a road approved by the County and accepted by VDOT for public use or bonded for VDOT's acceptance. At the tirric of the construcii.on of the access road servin- Building 321., the Owner shall construct the intersection curb radli or the road serving TMP 32-22E arid extend construction of such road [br at least a minimum of one hundred (100) feet from iNorthside Drive East. The Owner shall also place at the end of such extended road, a- 1�ign, approved by the County, advising and notifying the pUbliC that. such rightof�va_y is the location. of a future . road extension. Owner shall grant temporary construction easerrients as determined necessary by the County Engineer to allow for the road to be extended to TIN/JP 32- 22E, which construction easerneriLs shall be on Owner's property and outside of the dedicated riglit-ofway, and shall be established by the applicable site plan. No improvements shall Ix located within the temporary construction easenients until construction of such road has been. completed. 10�2 Access to Tax MaI2 32A, Section 2, Pai-cel 4 (current North -woods Mobille Home Park Pronertyl, Unless the dedication of public right-of-way and the construction of such street are required In con.Nnotion with the approval of a subdivision plat under Albemarle County Code § 1.4-409 -and related sections, or their successors: Owner shall reserve an area in the location labeled "50' RIO,W. Reservod for Future Dedication' at the eastern end of the main commercial access road froln U.S. Route 29 an Sheet B for access to 'Fax Map 32A, Section 'I, Parcel 4 ( ' "TMP 32)A-24')� Prior to the issuance -)f a building permit for Building 6 or Buildings VI through V6, each as sbown Oil the t 1 71 Application Plan, whichever is earlier, Owner shall record in the Clerk's Office of the Circuit Court ol'Albeinarle County, a ciirrQiit, irrevocable deed of dedication c1cclicating 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 tile Board, Such deed of dedication shall. include the following conditions: (i) that 'f'MP 32A-2-4 shall have been upzoned; and (ii) that prior to its use, for road purposes, there sliall have been (d) Annual R ortin During the Affordable Term and Nv�ithin ninety (90) days 661lowing the end of each calendar year, the then -current owner shall provide to the Albemarle County I lousing Off ice a certified annual report of all ror-rent alI'ordable units forthe immediately preceding �ear in a form and substance :reasonably acceptable to the County 1,40UShIg OifieC. Subject tO,",itl federal. state and local housing laws, arld upon reasonabic notice during the Affordable Term, the theii-current Owner shall make avallable to the Counly at the t lien -c urrent 0,v ler-s Premises. if'requested, any reports, copies of rental or lease au cements, or other data pertaining to rental rates as the Count), tnay reaSonably requirc�t (d) Carriagle [louse Units, Carriage House Units shall meet tile requirements for a single farnily d%vellinu as dclIned in the 'Virginia Uniform Statewide Building Code, shall be on the saine parcel as the priniary dwelling unit to which. it k accessory, and shall jaot be subdivided troin the prialary residQnce ("Carriage House Units"), The subdivision restriction shall be ilICILIded on tile plat creating such parcels arid be incorporated into each deed conveying, UtIC to SUCh parcels, (e) f-'a0i subdivision plat and site plan. I"or land within tile Property which includes affordable units (vvhich, for this Section 8,2(e) shall include Moderately- Priced Units) shall designate, the las 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 rnininium of three (3) such aftiordable unit.,;. Tlit-,-reafte-r, and until uhc total number of affordable dwelling units proffercd hercundcr shall have been ftilfilled� the Owner shall provide a miniinum. of three (3) such affordable dwelling units per year. Each final s bdivision plat and final site plan also shall Include a running total of tile number an u I d percentage of' affordable units previously provided arid proposed to - be provided by the sul)(hvision plat or site plan. For purposes of 1his, Ser�tion 8.2(e), such. units shall be cleerned. to have been provided when the Subsequent mvrie ribui Ider provides written notice to tile County Housing, Office or its designcQ that the tullt(s) will be available for sale, as required by Sectiuri8,2(f) below. In the event that tile Owner provides more than three (3) affordable dwel.fing units in a single year, the Owner may "carry over" or "bank" credits for such affordable units, such that tile additional affordable units which exceed the mininiurn annual requireinerit may be allocated toward the minimum number of affordable units required to be provided for any ftiftirc yoar, "The maxiMUM number of affordable units that may be carried over or banked shall riot exceed tivelve (12) pet, year. Notwithstanding the terms of this Swion, 8.2(e) to the contrary, upon the written request of tile Owner, the County may authorize an alternative process and/or schedule for the pro,,,,isdon and/or delivery of such affordable units upoll a deterriiination that the request is in general accord with -ft� purpose and intent of Section 8.2 and/or otherwise furthers the goals of providing affordable housing in the County, (1) All purchasers of the for-salc aff'ordable units shall be approved by the Albernaric County flousing Offee or its designee. 'rhe subsequent owner/builder shall provide tile County or its designee a period of ninety (90) days to Identify and, prequalify an C!iglble purchaser for the affordable unit, The ninety (90)-day period shall commence upon writtell notice from the then-CUrrent ownerfbiulder that t1l.e unit(s) will be available for sale. If the County or its, designee does not provide a qUaliRed purchaser who executes a. contract of purchase during this ninety (.90)-day period, the then -current owner/builder sliall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s), provided, ho�vever, that. any constructed on the ]arid so dedicated a road approved by the County arid accepted by VDOT for public use or bonded fbr VDOT's acceptance. At the time of the construction of the roundabout serving Building 6 and'Buildings V I through V6 the Owner shall construct. the intersection curb radii arid extend, construction of' the road for a distance of at least thirty feet beyond the roundabout. The Owner shall also ptace at the end of'�,ttch extended road, a siga, approved by the County, advising and noti�ying the public that such right-of-,,vay is the location of a future road extension- After dedication and before the conditions of the dedication have bc.cri satisfied, and if requested by the County, Owner shall maintain the dedicated [arid unitil requested by the County to no longer do so, subject to the Owner's right to exclusive use of tile dedicated land for park, recreational, and/or greenspace purposes. Upon being requested by the Courity, Owner shall cease all use and inainteriance of the dedicated land and rernove all improvements established. by Ownet (if any) that the Courity requests be rerno-ved, Owner shall grarit, temporary construction easements as determined necessary by die COLInty Engineer -to allow For the road to be extended to T�NIP 32A-2-4, which construction easements shall be on 0%viler's property and outside ofthe dediCatcd right -Of -way, and shall be established by the applicable site plam No improvements shall be located within the temporary construction casements until construction of such road has been completed. X1. SIGNATORY tlA Certificate,. The undersigried cwtifics 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 R111 with the Property and eacll reference to OwnerNvithin these proffQrs shall ineludc �Arithin Us- meaning, and shall be binding upon, OwneCs SUCCCSS0r(S) in intcrc.�t and/or the, developer(s) of the Property or any portion of" the Property, (Signature Pa -es Immediately Follow�) unit(s) -sold N�',ilhuut -itch restriction shall nevertlicle�.�s be counted toward the number of affordable units required to be provided pursuant to [his ternis The of this Section, &2, rpqiJivilients of this St cLion 8.2 shall apply only to the first sale of each of the affordable units, t(g) 'flie, County shall have tile right, from time to tinic, on reasonable notice and subject to all appi cable privacy laws, to inspect the records of Ovvner or any successors in I nterost ror the purposes Of assuring COYLIPHWICC with this proffer. , i (h) Lash. Proft�x. THIS PROFFERILAS-REQN-S.2M SHED, Within sixty (60) clays aften'the Boa,rd of Supervisors.approval of ZMA 2000-009, the Ownershali -aus'e to be contributed th�ee hLincIred thousand dollars ($300,000) cash to the County of Albemarle for the Albemarle Housing Initiative Fund. or stich other sirililar fund as may, be establi�hed or authorized bY the COLVIM "I'lle contribution shall be to fund affordable home ownership loan prouranis within [lie Project rid other areas of Albemarle County, including those provided by noti-profithousing agencies such as the Piediliont Housing Alliance, Habitat for Humanity, -and the Albemarle flousind, Iniprovement Program. if such cash contributioll is not expended for thQ stated purpose1vithin five (5) years from the date the funds were contributed to the. County, all uinexpended ffin�ds shatJ be refunded to tho. Owner, I X. EDI_�OkTIONA.L AND OTHER PUBLIC FAC11,1TIES 9,1 Etetiie4 ary School Site. Within two handred seventy (270) days followitig request by the�('..OUMN11 Owner shall dedicate to the County the land shown oil tile Application Plan as `Elenlentat� Sclaool 12.S5 Acres Schematic Layout", consisting of approximately 12.85 acres (or� a srnaIIVr portion of such land in the County's sole discretion) (the School Lot" Prior to dedication, th, School Lot shall be graded and compacted by Owner to a minimurn. of 95% compaction as i easured by a standard Proctor test with suitable material- for buildn-to construction as' certified by a prolfessional eagineer or as otherwise approved by the County Engineer to establish a fully graded pad site to accommodate all elementary school. The recreational field iTnprq I )vernents shown on the -Application Plan shall be fine graded and have top soil and soil amendinepts added, and tile mains for an underground irrigation system serving, t e recreational fie Ids shall, be illstalled. Such itliprovenients shall. be reasonably equivalent to those existing at the�recreational fields at Baker -Butler Elementary School, exclusive of any above ground iniprove:rnents. I The pedestrian pathways as shown on the perimeter of the School Lot oil the Applicatiop Plan Mall be reflecwd on the subdivision plat prepared by Owner creating the School Lot and ti,, ��,xays shalt 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 easement's across ON-vner"s land )r access to and use of Storm Water Basins 5 mid 10 shown on the Applicatimi Plan, to her with all temporary construction. easements to allow Storillwater Basin 10 to be redesigned w14,enlarged, ifnecessary. to accomiliodate the School Lot storinwater. The School Lot shall be used as an elementary school site, but if 'the County deterailnes that the, School Lot will not be lUsed as an elemen(ary school site, it shall be used by the County for park and recreationaal pUrp( ses serving both the North Pointe community arid the region. If the Countv does, rl�t request Owl 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 arld the Count�), or three (3) years after the issuance of the first residential building permit �y with�n the Project, the Owner shall be under no further obligation to dedicate, the Sebool Lot for i I 'J"his PrOffler 'Stl-telilent may be sigyned in COUMCIparts andJor via facsimile with the same fult force av�i eft�ect al, if all signattires were original and on one document. C_ D ate- V � C0M.N(J()N\VFAL,T[1 01 , ' VIRGHNIA CFFY OF RICHM03',,'111) '11c, undcrs4_7 Wfltialn 11-1. ihe'wina Pi -offer State mcnt be my.jurisdiction afur� Given wider MY u"OrrInliss i NPIGHBORHOOD 1_,NVESTMt,NTs - NP, LLC 13y� By: William H, Shewma-h-c- Its.- Auent �d Notary PUblic, hi, and for the af6re eb t a -said her y cet ifies th t as Agetitfor Neighborhood 11-1wsli-iients - NP, LLC signed the foregoing ing the date as of ��� 2014, ackriowledged the same before me in tid oil behalf of said lirnited liability cornpally- day o- y hand this, f t4__44___, 2014� '17, Notary PAlic .,Notary Registraitiort No. - SCOTT R. COLLINS�Z Lic. No. 035791 1��- GNAL Z CL U ZE/) ca LU 0 Z V) Z U) LU Ice I min NER cos r�RGIl�tA COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4012 March 13, 2007 Valerie W. Long Williams Mullen 321 East Main Street, Suite 400 Charlottesville, VA 22902 RE: SP 2006-034 North Pointe - Stream Crossing (Sign #8) Tax Map 32 Parcel 22K Dear Ms. Long: On February 14, 2007, the Albemarle County Board of Supervisors took action on SP 2006-034, North Pointe Stream Crossing, to allow fill in the floodplain of Flat Branch Creek for a road crossing to provide access for residential development on Tax Map 32 Parcel 22K in the Rivanna Magisterial District_ This special use permit was approved based on the following conditions; 1. County and VDOT approval of the final lane configuration for the Northwest Passage over the crossingwith the final road plans-, P 1 1 h droto is/h draulic tin 2. County and VDOT approval of final design plans and y g y computations for the stream crossing; 3. The applicant must obtain a map revision, letter of revision, or letter of amendment as required from the Federal Emergency Management Agency (FEMA) and copy the County Engineer on all correspondence; 4. County approval of a grading and an erosion and sediment control plan prior to the issuance of a grading permit for modification of the existing stream crossing; S. Natural Resources Manager approval of a stream buffer mitigation plan prior to the issuance of a grading permit for modification of the existing stream crossing; 6. Provide an Informal planting of mixed tree and shrub species and sizes to compensate for removed vegetation, and low -growing plants to stabilize slopes in the "proposed landscaping areas" shown on the plan submitted for ARB review entitled "Proposed Entry Layout with Landscaping North West Passage Intersection @ Route 29 North" with revision date of 12-04-06, 7. Provide large shade trees on the north and south sides of Northwest Passage, along the sidewalk and space reserved for the sidewalk, two and one half inch (2'/2") caliper minimum at planting, forty feet (40') on center, for a minimum distance of four hundred feet (400') from the existing edge of pavement of Route 29 North; 8, Provide trees in the median of Northwest Passage, beginning at the point closest to Route 29 North that can be approved by VDOT and extending for a minimum distance of four hundred feet (400') from the existing edge of pavement of Route 29 North, The planting shall take the form of Wagner Page 4 of 8 August 23, 2006 8. 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 Al-6, H8-20, L15-34 and N2-5), the Owner shall establish and thereafter maintain a heavily vegetated buffer in the open space buffer 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) an informal mix of screening trees, loosely staggered, fifteen (1)) feet on -center; (ii) the same species of screening trees shall be 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 massed to help integrate the proposed plantings into a naturalistic rural landscape. The features 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 and the construction of such r applicable, r required in conjunction with streets or accessways, as apple , are eq orlon the approval of a subdivision tat under County Code § 14-409 and related se ctions, or their successors the following streets or accasswa s as applicable, shall be constructe d and rights -of -way shall be reserved for dedication to public use as provided herein: A. Extensions to Pritchett Lane. The Owner shall design 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 accessways shall be designed 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 i l a continuous informal mix of large, medium and small deciduous trees ranging from one and one- half inches ) to two and one half inches (2`,,2" ) caliper and evergreen trees ranging from four feet (4') to six 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. Ifthe use, structure, or activity for which this special use permit is 'issued is not commenced within sixty (60) months after the permit is issued, the permit shall be deemed abandoned and the authority granted thereunder shall thereupon terminate. 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. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. In the event that the use, structure or activity for which this special use permit is issued is not commenced within sixty (60) months from the date of Board approval, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit." If you have questions orcomments regarding the above -noted action, please do not hesitate to contact Sherri Proctor at 296-5832. Sincerely, ( t L V.Wayne S Director of Planning VWC/aer Cc: North Pointe Charlottesville, LLC C/O Great Eastern Management Co. P.O. Box 5526, Charlottesville, VA 22905-5526 Virginia Land Trust; Charles Wm Hurt & Shirley L Fisher Trustees P O Box 8147, Charlottesville VA 22906 Amelia McCulley Tex Weaver Chuck Proctor Sherri Proctor 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. Extension to Tax Map 32 Parcel 23H1. In the event that any of the residential units within the Project adjacent to Tax Map 32, Parcel 23H1 are developed under a site plan, the Owner shall design and construct extensions to Tax Map 32, Parcel 23H1 by way of two streets within the fifty (So) foot wide rights -of -way located as shown on the Application Plan and identified by the notation "R.O.W. Reserved for Future Dedication," adjacent to the church property identified as Tax Map 32, Parcel 23H1 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 shall be designed and constructed to applicable Virginia Department 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 shall be constructed as close to the property line between the Project and T a Tax M 32 Parcel ce 23H1 as determine d b the County p e t Engineer aer to be fea sible asibl Y 9 e with out obtwning offsit e constructio n easements. Th e rights -of -way shall be graded as close as possible to the Project property line. 3. To allow the completion of street improvements to and beyond the Project property line, temporary construction easements on the Owner's property and outside of the rights-ef-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 the reserved area 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 23H1 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 23H1 has been upzoned, the Owner shall dedicate 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 P approved by the County Engineer prior to the issuance of a building permit for a new residence on any such iot(s). The Overlot Grading Plan must satisfactorily demonstrate compliance with all Erosion and Sediment Control requirements for drainage conveyed across such lot(s). 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 ol, `I1 't f s COUNTY OF ALBEMARLE Department of Community Development 401 McIntire head, Ruoni 22" C liarluttesville, Virginia 22902-4596 Plione(434 August 23, 2006 Donald J. Wagner GEMC & Riverbend. LP PO Box 5526 Charlottesville, VA 22905 I'ax (434) 972-4012 RE: ZMA-00-009 North Pointe PD-MC (Signs #97, 98, 99) AND SP-02-072 North Pointe Residential Uses (Signs #97, 98, 99) Tax Map 32 Parcels 20, 20a, 20al, 20a2, 20a3, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29i Dear Mr, Wagner: The Board of Supervisors approved ZMA-2000-009 North Pointe on August 2, 2006, Your - PlannedDevelopment Mixed Commerc ial was Rural Area to PD MC i from RA Ru rezoning 9 approved in accordance with the attached proffers dated July 20, 2006. An application plan/plan of development dated June 13, 2006 was approved as part of the rezoning. Please refer to these documents for any future applications and requests on this property. 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, 22h 22k, 23, 23a, 23b, 23c, 23d, 23e, 23 f, 23g, 23h, 23j and 29l in the Rivanna Magisterial District. This special use permit was approved based on the following conditions. 1. Residential mix. The dwelling units within the Project shall consist of the following three types (a) single-family detached, including carriage house units; (b) multi -family; and (c) other (consisting of townhouses, duplexes, attached housing, condominiums in the commercial areas and any other unidentified housing types) The minimum number of each of the three dwelling unit types shall be 205 of the 893 total permitted dwelling units. 2- Phasing of residential units. Beginning from the date of approval of the first commercial building permit, the owner shall record subdivision plats creating a minimum of forty (40) lots for single family detached residential units each year thereafter until plats have been recorded creating lots for a minimum of two hundred (200) single family detached residential units. If the owner records subdivision plats creating lots for more than forty 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 Grading Plan shall be drawn to scale not greater than one (1) inch equals 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: 1- All concentrated runoff is conveyed across lots using vegetated $wales 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 the property line. 2. Overland relief is assured in the event that drainage structures do not function. Overland relief will be considered 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 similar impoundments, this should be measured from the top of the dam. B. The County Engineer may allow other drainage structures (e.g,, riprap ditches) where it has been determined this change will not significantly impact usable yards (e.g., cobblestone drivewa sw le next to a a y), where slopes are too steep for vegetated swales (e_g., steeper than 33% grades)„ or where the change would better mitigate impacts on adjoining properties e. p j g pr p ( g , matches offsite drainage structure). C. Public drainage across lots 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 with I I side slopes on the trench, sufficient room on one side of the trench to stockpile excavated materials, sufficient room on the opposite side of the trench to allow for movement of materials, and adequate room for a backhoe boom to swing. Fences, 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 rf drainage g may flow across more than three (3) eats or one-half (1/2) acre, whichever is greater, before being collected in a storm sewer or directed to a drainage way outside of the cots. E. Retaining walls higher than four (4) feet (measured from the top of the face to the round on the downhill shall b o nhlll side sha e designed b a I n professional engineer 9 } to assure 9 Y P 9 long-term stability, Retaining walls building using a VDOT standard or a pre- engineered product that includes certification are not required to provide a separate P raf.,ssiona! engineer'sv� p 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 2 of 8 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 County's program authority for the Water Protection Ordinance (Chapter 17 of the Albemarle County Code) (the "Program Authority"), except that the pedestrian paths shown on the Application Plan may be placed in a conservation area where shown on the Application Plan. Storm drainage outfalls and other pedestrian paths may only be placed in conservation areas if the Program Authority finds that no other location is reasonably available and that the disturbance is necessary for such a proposed use. Notwithstanding the terms of this Condition 3 to the contrary, the Program Authority may approve a utility main within a conservation area, even if it is not shown on the Application Plan, and the Program Authority may approve other disturbances and/or measures as may be appropriate in the Program Authority's discretion to further protect a conservation area. 4. Conservation areas with utilities. The conservation areas with utilities shown on the Application Plan shall remain undisturbed and shall be protected from development impacts to the satisfaction of the Program Authority, except that: A The streets and pedestrian paths shown on the Application Plan may be placed in a conservation area with utilities where shown on the Application Plan. Other pedestrian paths, other streets, and sanitary sewers, storm drainage outfalls, and/or 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 disturbance is necessaryfor such a proposed use. In an even the construction. o t p p Y maintenance and use of the improvements shall have the minimum environmental impact on the conservation area with utilities necessary for the improvements to be established and maintained, and the long-term impacts shall be adequately mitigated Nothing in this condition shall be construed to obviate the requirements established for stream buffers under Chapter 17 of the Albemarle County Code or shall constitute a waiver of such requirements. B. Erosion and sediment control structures and measures shall be permitted within a conservation area with utilities solely to address impacts from authorized land disturbing activity within such area, unless otherwise requested by the Owner and approved by the Program Authority. C. The Program Authority may approve other disturbances and/or measures as may be appropriate in the Program Authority's discretion to further protect a conservation area with utilities. 5. Open space. The Owner shall restrict from development all open space areas designated as greenway, buffer areas and park areas shown on the Application Plan. This condition shall not apply to development parcels, conservation areas, and conservation areas with utilities shown on the Application Plan, 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 Plan or from the edges of any grade level patios as shown on the 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 southeastern portion of the Project as shown on 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; (5) a vicinity map showing a larger street network at a scale no smaller than one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale no smaller than one 1 inch equals w r two hundred 2Q0 set sho wing awin sure t) q surveyed boundaries of ( ounda the 9 Y e aort� I v topography f r a the o art a five 5 f property- t fi foot interval Y� (1s far the property property e r rt being Y () p p Y g subdivided and on abutting lands to a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be sufficient by the agent; (v) the locations of streams. stream buffers, steep slopes, floodplains, known wetland's; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. In reviewing a waiver request, the County Engineer shall consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent degree. In approving a waiver, the County Engineer 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. 1. The Owner may request that the Plan be amended at any time. All amendments shall be subject to the review and approval by the County Engineer. I Sanitary sewers. Ai 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 42 of the Zoning Ordinance related to critical slopes, as shown on the application plan. i-_A SCOTT R. COLLINS'Z, Lio. No. 035791,E ZONAL VGw 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 by any declaration recorded as part of a conveyance of these areas to a homeowner's aslociation. Open space areas dedicated to public use shall be for the use and enjoyment of the public, including the residents of the Project. B. NoIstructural improvements other than utilities, pedestrian and biking trails, and common area amenities such as playgrounds, picnic areas, hardscapes, and PAR exercise equipment shall be established and maintained in the open space areas. 6. Aggre I ate set aside for open -space related areas. In no event shall the total area of open -pace related areas comprised of the conservation areas (Condition 3), conservation areas with utilities (Condition 4), open space (Condition 5), greenway (Condiltions 5 and 7), and landscaped buffer areas (Concittions 5 and 8) shown on the Applic tion Plan, be less than a total of thirty-five percent (35%) of the total land within the Pr?jest to be developed for residential uses, as shown on Sheet G to the Application Plan entitled "Open Space and Green Way Plan,' dated March 6, 2006 ("Sheet G"). T Rivan via greenway/access. The Owner shall reserve for dedication to public use a green `vay along the boundary of the Project and adjacent to the Rivanna River, between the flood plain line and a preservation area (hereinafter, the "greenway") as shown on Sheet G. i A. The Owner may grant such utility easements across the greenway as are required for a florced main utility and for the proposed uses shown on the Application Plan, each wi In the prior written consent of the County. Erosion and sediment control structures ar'd measures shall be permitted within a greenway solely to address impacts from a thonzed land disturbing activity within the greenway. except as otherwise requested by the Owner and approved by the Program Authority. B. Thee Owner shall dedicate to public use the greenway and all pathways shown through layd depicted on Sheet G as "Greenway"; provided, however, that the property overs within the Project shall have access to and over such pathways at all times the pathways are open to the public. The greenway and pathways shall be dedicated eillher upon the request of the County, or in conjunction with the platting of the residential lots adjacent to the section of the greenway to be dedicated. If the greenway and pathways are dedicated by platting, the greenway and pathways shall be set apart on the plat for public use with a notation that the greenway and pathways are dedicated for public use. if the County accepts dedication of the lake referenced in section VI of the Proffer Statement for the Project (ZMA 2000 009), upon request by the County, the Owner shall dedicate to public use the access pathway east of the middle entrance and leading to Flat Branch as shown on Sheet G. C. A6cess 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. D. Tl�r Owner shall be responsible for the costs of drafting the deeds of dedication, hi`rving required surveys conducted and plats prepared, and recordation casts. 0)L9 f Wagnerco Page 8 of 8 s' August 23, 2006 1 Please be advised that although the Albernarle County Board of Supervisors took action on the projecI;t 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_ This includes: N I• cornppance with applicable PROFFERS; I• comp lance with conditions of the SPECIAL USE PERMIT; • a ro al of and compliance with SITE PLANS AND/OR SUBDIVISION PLATS ; and pp � R t } t 1, > appro al of a ZONING COMPLIANCE CLEARANCE. I UJ In the event that the use, structure or activityfor which this special use permit is issued is not p p � commenced within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned a the permit terminated. The term °commenced" means "construction nstruction of any structure necessary to the use of the permit." Z > l If you have questions or comments regarding the above -noted action, please do not hesitate to VJ contact Sherrie Proctor at 296-5832. Sincerely, L9 0 r V. Wayne ii n ber g e C Y � 9 Director of Pl nning VVVC/aer 1 Cc: Violet 4dills Association, eta[ C/o Grleater Eastern Management Co. Post Office Box 5526, Charlottesville, VA 22905 UJ Ameliz McCulley D Tex Weaver Chuck`ProctorVJ Sherri Proctor Ul Steve i411shouse I� Sarah Baldwin 1- Bruce Woodzell (Real Estate) UJ UJ �I i�UJ UJ C) Q 04 L•J SCALE AS SHOWN a ,� C i o y SHEET NO. a 0 0 a� U a7 a m .',, • ;.,` . _..._. PER ALB. COUNTY GIS (TYP-): co 00 co s�+ � I �u 1 CL uj 0 w 0 n T it �y O ''�My"� �7 dl U ui noo O UO Ld s W �w Z �z �i U W 1 � Q O w 0 0 o -. v Lu o a -a m c + n ryo D � NW Lu Lu � X O � C s o o (7 01 Z C w w z C2 C .a w i� 0 zz J C J O aU Lu v o Tz z a a� P-4CL P Z3 > S3 Z) 7 a x -F, 0 U s +' + 0 c W o a J 010 joLLI N C} Lu _ z = t1 U) v 0 ]dB NO. a� 1.52116 o � � v SCALE a �' 80' o c SHEET NO. a a7i 0 4 N O Ri L -C LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE 4- + + + 4- + 7 t _1 IVIBE� AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) + + j ov M'p�,,PA M&Wl 4- + + 4 + 4- + + -4- + + + + _7 go 4- AI- + 125 1,470 900 1,801 1,023 63 1,581 1,()09 + 4 A- + + I + I + 4- 4 + + 4- 4 1,353 64 2,042 998 126 2,859 1,116 + + + -I,- J GREEN -WAY & TTRAI L ARPA + + + + 4- + --A - + + + 2 993 + Jj + I + + _T -t- + -1 Jr - + -r- 1,361 1,001 65 2,107 1,050 127 2,7W 1,485 F 6REENWAY LINE.� q .+- 0 q- + + PHASE 11 .,r - 4 41- + Jr- TO + -r- + 4 1,389 1,027 66 1,556 996 128 1,949 1,126 f, 4 (DEDICATED TO + + -t_ + + TO BE DEDICATED :)K\ lr� _i_ -i + + 4 4 M + -1 4 + J, 4_ , J_ 1- V so + t- A P-OUNTY/PUBLIC USE 969 MuAor! 1 + PUBLIC USE + + 4. + 5 1,431 1,()65 67 1,561 987 129 1,329 + J_ E 4- -k- 4- Jr- + TH 0 SCOTT R. COLLdNS'� Lie. Na 035791 � �%_IOXAL Ln F_ z F- Z Lu 0 U < In U u UJI < _1 uj < LU Lu co M < > UJI LU Ln > uj III I60 3,54-5 1,424 122 1 1,470 1 900 1 184 1 1,976 1 1,154 62 900 uj ERTY LINE' 61 1,693 1,119 1 123 1,470 1,635 1,162 1 124 1,470 ln,_ _ t,-_-a t m ,.,.,...:.t.....,.. i...,..; �.. r. ,. ., } `-�-.._:1 .::.:.. rE� '. C......�': � ,r,� ,1 tV THE 100-YEAR FLOODPLAIN AND A 100'STREAM BUFFER EXIST ON THE PROPERTY. (CURRENTLY UNDER REVIEW) X CURB RADII SHOWN, REPRESENTED WITH AN'R, DIMENSION THE FACE OF CURB. 1 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE TOP SIGN 9 ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE ...... CORRIDOR. 11. THE ASTERISK (') NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT.. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 28 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS K. PROJECT. �12. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM ENTRANCE IMPROVEMENTS WITHIN VD O SIZE OF THE GARAGE SHALL BE 12'x 22'. T ROW PROPOSEDWITH NORTH POINTE ROUTE 29 13. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING IMPROVEMENT PLANS PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR TH,F,,V,VALL,S SYSTEM. + + 4 X 1v !1- 4- + 4- r + I F + + 1 -i i + + + #LOODPLX'IN AREA + TL I I _' - I I It- + 4 am 4 + + + A + + TO Bg DEDICP + + �T + + 'r + T _T + + + y IL,ED TO + E ag� + d.- + 4� + COU /PUBL C US + + + + + 'T' + + + 4- 4 ;�7� F + + 4- + r I -A,, 4- _1 4- + + i- + + j 4 + + J_ J, 4- -Ir + + + + + + + + + + + + + j + + + + + + 41- + + + + 4 4, VIA TMP 03200-00-00-02300 VIOLET HILL ASSOCIATES C/O GREAT EASTERN MANAGEMENT CO 98.157 ACRES D13.662 PG.391 20'PLIBLIC - ACCESS -asEMENT PROPOSED &TRAILWAY /—SEE DETAIL ON_S_1H_EET12 VDOT STD. BARRICADE TH t; k.W_A SCOTT R. COLLINS'Z Lic. No. 0357911E WATERLINE PROPOSED kD SANITARY SEWER�,'� 8"M" TEE - " A 8" SDR 26 PVC, � , �� \ N V L;T IWE�AS'�W� ,\ ' -LATERAL (TYP.),Z �50 - 'D , \-),< C) 2 57 57 o uj 57 >_ u D < 0 U) L) u LU < _j Lu < M EQ > ui Uj > LU CL LU 0 Q- 0 < ry <fJ I z 7 1 < Z 0 7� ZQ. __j _j < Lij CJ C) CL I C) 0 O ui LU Uj z z .2 O uj w�r LU Q uj 0 ui O JOB NO. 152116 SCALE if] 30' rn SHEET NO. CL Q) 7 PROPOSED FIRE HYDRANT ASSEMBLY 12"x6" TEE 12" G.V. F, -, C'- V + 4- "N u F- i < ...... .... PROPOSED )SEU D PROP( ;FIRE HY RANT! I � , PROPOSED\,, 'YH SCOTT R. COLLINSZ C) Lie. No- 0357911 1�0�'S'1-01VAL '�wo LU as co C) rn < 't r) (N C3 �10 i II ! / t 07 SCOTT R. COLLINS�Z Hy Lie. No. 035791 1j�;- ��j O71tAL E��1 2. STANDARD UNDERDRAINS CD-1 OR CD-2 OR UD-475TO BE PROVIDED AS INDICATED vii. THE CONTRACTOR iS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ON THE PLANS, OR WHERE FIELD COND1770N5 INDiCA7E ' ` - `• r ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. J. ALL DRiVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN ; � ' I Q 1� LENGTH AND HA VE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE w y .,' . , , - f •• ` z viil. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF PLACED iN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAfON " ` THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS °• -: t i fF = f .,. 0 Z U MAINTENANCE. - - _ _• -._ 1 { ,-, 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS �, �`''� - ,' F z j NATURAL WATER COURSE. - .. - _ °� oa '' " - ' U as , GENERAL CONSTRUCTION NOTES FOR STREETS TRIP GENERA ON CAL LAT QI454"w- �; I � _ - J F. � � � � � W PA .. T T . IS DEaI •... •r Q w 1 BYSTRUCTION INSPEC77ON OF ALL E COUNTY THE CONTRACTOR MUS PROPOSED NO7TF�ATHE DEPARTMENTDEVELOPMENT O COMMUNITYWILL BE MADE 1. MEAT OCOPY THE AGGREGATE BASE MATERIALS SF THE SUBMITTED PRIOR VALUES ARE LESS TRIP GENERATION BASED ON iTS TRIP GENERATION MANUAL (8TH EDITION} ' f o i C) � z C7 p LrJ 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) on � < Ul U j 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE THE PROPOSED METHOD OF CORRECTION. f LU CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THRELU E (J) COPIES 2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND I �I < (n OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 COMPACTION BEFORE BASE f5 PLACED. -MDT: 1069 VPD (534 SINTER( 535 EXIT}' l' O SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL •AM PEAK: 81 VPH (14 ENTER/67 EXIT) TRIP GE ERATION 1 I; LU OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGNS. TEST REPORTS N ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. MEETS REQUIRED GRADATION FOR TYPE I, fl, OR fif PRIOR TO PLACING AGGREGATE M PEAK: 96 VPH (64 ENTER/ 32 EXIT} d -100' f W Ce J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC BASE. ° > LU 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 Table 4: Pavement Design (VDOT Pavement [resign Guide) OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THAT THE SURFACE COURSE 1S BEGINNING AT THE COMPLE7ON OF THE INSTALLATION NOTE: GIRARD DRIVE, ALDRICH DRIVE, DILLON COURT, DILLON DRIVE, ALDRICH 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. 174E 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. j 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 COMPAC7ON ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET BEFORE SURFACE TREATMENT IS APPLIED. S. WHERE URBAN CROSS SECTIONS 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 0D.J GAL./SQL YD.). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7AL DRIVEWAY ENTRANCES SHALL 8° BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W17N CURRENT VIRGINIAI� 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, DR 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 RECORDAT70N, THEN AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. BE LOCATED Wilh►fN THE STREETS RIGHT OF WAY. l 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WiTH THE VIRGINIA MANUAL FOR Pavement Design RF 1.0 Location �ADT FIC`V Design ADT CBR SSA' Dr SurFacc h a _ Base b a Sul!3 sh a D " Lewis and Clark Drive (Est. Future ADT) 3000 0 3000 4 4 18.5$ Si 1-9-5 1.5 2.25 BM-25 5 2.15 2113 8- 0.6 18.93 , Girard Drive 453 0 453 4 4 12,00 SM-95 2 2.25 ISM-25 3 2.15 21A 5 0.6 13.95 Girard Drive (I iist or Aldrich Drive) 157 0 157 4 4 1913l. ; SM-9.5 2 2.25 RM-25 0 2.15 21 A 8 0.6 9:30 Dillon Drive 157 0 157 4 4 01. SM-9,5 2 2,25 BM-25 0 2.15 21A 8 0.6 9,30 DillunCoruT 168 0 168 4 4 $,55 SM-9.5 2 2.25 BM-25 0 2.15 2tA 8 0.6 9.30 Aldrich Lane 87 0 87 4 4 6.261 SIM-9.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Aldrich Drive 285 0 285 14 4 10.39 SN1-9.5 2 2.25 Bpi-25 3 2.15 21A 5 0.6 13.95 Aldrich Drive (South of'Girard Drive) 453 (} 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 2.23 BM-25 0 2.15 21A 8 0.6 9.30 Girard TcrracG 64 0 6.1 =1 4 5.19 S a'1-9.5 2 2,25 BM-25 0 2.15 21A 8 0.6 930 Girard Court 41 G 41 ,3 1 3.64 SM-9.5 2 2,25 BM-25 0 2,15 21A 8 0.6 9,30 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. Co 00 Go 0*1 1.5" TO 21 SM-9.5 10" PAVEMENT SECTION ON ALL ROADS, :5" TO $'�' 21 a'"; To �" IBM1A EXCEPT LEWIS & CLARK DRIVE(15") & E -'9. 5A 10" PARKING SPACE PAVEMENT SECTION 8" 21 A UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND Note. Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and LA - PROPERTY NUMBERING ORDINANCE AND MANUAL. am in accordance T1ith their standards. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE LU DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED CC-12 NOTE1 COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CO-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-6 HYDRAULIC CEMENT SIDEWALK {DEPTH IN INCHES, AREA IN SQUARE YARDS] HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YAROS) NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. CURB WHEN REQUIRED {CG-2 OR CG-3 AREA N LINEAR FEET) [-'NER A� NOTES -DETECTABLE WHEN REQUIRED WRF L CG-3 N LINEAR FEET? GETHE NERAL DETECTABLE NOTES, SHALL BE PROVIDED BY TRUNCATED DOMES. DETECTABLE BTHE ABOVE ITEMS SEA SEPARATEOPAY ITEM DAND SHOULD GE THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACHCOF THEWABOVE ITEMS ISEA [AREA EITEMM AND SHOULD I 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, BE SUMMARIZED FOR EACH CURB CUT RAMP. RE SUMMARIZED FOR EACH CURB' CUT RAMP. NOTES; f1 ,I2. DETECTABLE WARMING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR unr✓ OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET -SIDEWALK RAMP 12;1 MAX DETECTABLE WARNING SUFACES. PRODUCTS H07 LISTED SHALL MEET SIDEWALK RAMP 12-1 MA% - •�_� SUBBASE THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48-1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 480 MAX L THIS ITEM MAY BE PRECAST OR OAST N PLACE. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNINO SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND •� SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESIGN SECTION FOR APPROVAL, l}� 2 CONCRETE TO BE CLASS A3 IF CAST N PLACE, 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. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4` 400D P51 IF PRECAST- y FLOOR OR BY -USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS- - 3. COMMATIDN CURB i GUTTERHAVING A RADIUS _,,�I PROFILES. 4. IF RAMP FLOOR 15 PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO a - - OF 3Q4 FEET OR LESS (ALONG FADE OF CURB) �"7 III THAT ADJOINING FLARED SIDES CAN HE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF yq:5 MAX .SHALL BE PAD FOR AS RADIAL COMBINATION i'-i! 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A CURB &GUTTER. OL DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED ('CENTER TO CENTER ALONG 5. (' REQUIRED BARS ARE TO BE NO-5 X 8" PLACED CENTER TO CENTER ALONG 4. FOR USE WITH STABILIZED OPEN ORAAED DRAINAGE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR LAYER, THE BOTTOM OF THE CURB.A GUTTERCIL II , CONCRETE COVER 1'f2'. CONCRETE COVER T/,"- StldLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SU•6BASE COURSES AND TO THE DEPTH OF CONDUCTED IN ACCORDANCE Wi7H VDOT S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A THE PAVEMENT. 6- CURB !CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CURB < CURD AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS . ,P.q, j VDOT OR COUNTY INSPECTOR PRESENT. ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ,� 5`M1N ARE INCLUDED IN PAYMENT FOR CURB !CURB AND GUTTER. 15`tJlt°T C) L` 6 ALLOWABLE CRITERIA FOR THE USE OF C4-6 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED - a 12�t M'� 7. CURB RAMPS AWE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED Y 12 IS BASED ON ROADWAY CLASSIFICATION AND i BY THE ENGINEER- THEY ARE TO 6E PROVIDED AT INTERSECTIONS WHEREVER 120 MAX •"����^ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 M DESIGN SPEED AS SHOWN N'APPENDIX 'A OF p ��••--�� •�--� COUNTY T •�)/�'��r AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY - AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY CIF A HIGHWAY FACILITY - `� T' R - THE ROAD DE51RN MANUAL N. THE SECTION' '+- ,� ( -T ) r ) j - / - CRq$SES I CURB -REGARDLESS OF WHETHER SIDEWALK IS PEDESTRIAN R SSWALKS CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS RI(IN CROSSWALKS PROPOSED, _ 4 _` �' ON GS URBAN STANDARDS. -w l,/ !J•/ {„-j j � j DR .NONE%(SPENT, THEY -MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS � OR NONEXISTENT. THEY MUST BE LOCATED .WITHIN PEDESTRIAN CROSSWALKS � I �i AS SHCWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD N07 TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B _ Uj N �-•I CONSTRUCTION y� �}'It]�'Tf'"►/�T�f'j �j' �IJTT,at BE LOCATED BEHIND VEHICLE STOP LINES, EXITING LIGHT POLES, FIRE BE LOCATED RP IN VEHICLE STOP LINES, EXISTING LIGHT POLES, NTI PARALLEL �'I - (� i R („f j O j� NOTES HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS„ DROP INLETS, ETC- ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OUNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING A FACILITY THAT CAN BE APPROACHED, ENTERED , ALL i{y U ACCESSIBLE ELEMENTS CF A FACILITY THAT CAN BE APPROACHED. ENTEREDAND m - 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION l0 RAM USED BY PEDESTRIANS, Y AND USED BY PEDESTRIANS. a 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12�1MA% 8. RAMPS MAY BE PLACED ONI RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i a 1"-1' 0 �/ �/ �y /+ /� T SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK APD s- j"�-- THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND a -IT -y C ANY E,/115idNij ROAD, A PERMIT THAT THE SLOPE A7 THE CONNECTION OF THE CURB OPENING IS 7Zi1--+-'� THAT THE SLOPE A7 THE CONNECTION OF THE CURD OPENING IS 12'tMY y �' a q Z 'i. PERPENDICULAR TO THE CURB. 5' „N .Y'. �� ' PERPENDICULAR TO THE CURB. 5: .'T',2C ��+'-.'- ', gr •o - a a w w r � � 3 � W (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 9, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICNVNOT Q (y • Aj • d ' $ ' °�,i W ANY DISCREPANCIES OCCUR T74E REQUIREMENTS OF THE PERMIT SHALL GOVERN. ACCOMMODATE THE TURNING RECIUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED NC HEAVY TRUCK - a - ♦ w a a w TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4• 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND AT , 2" HIGHER THAN AT * • 2 HIGHER THAN TRUCK TRAFFIC% FOR CONCRETE DEPTH. - EDGE OF PAVEMENT TRUCK TRAFFIC) CONCRETE DEPTH. - EDGE OF PAVEMENT �+ /'1 VDOT / OTHERWISE NOTED. 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT ;K',D,' ,SAME AS TOP OF CURB 10, WHEN CDRB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT `.KDC • SAME A5 TOP OF CURB a b '. a a- _ - - - STANDARDS OF VDO'! UNLESS THE MINIM,/M WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. - - - W li 11• WHEN ONLY ONE. CURB RAMP IS PROVIDED FOR TWO CROSSINGS CDIAGONAL)• TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONALI, TYPE C - - - THE BOTTOM OF THE CURB AND p V) j 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEuYER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAUR PARALLEL & PERPENDICULAR �! ` GUTTER MAY BE CONSTRUCTED [] Z INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THI5 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO' THE 7RAVELWAY. THIS 4' x 4' 6"' 2'-0" EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER LANDING AREA MAY INCLUDE THE GUTTER PAN- LANDING AREA MAY INCLUDE THE GUTTER PAN. I PARALLEL TO THE SLOPE OF ,i TRUNCATED DOME Fn TRUNCATED ❑OME �n f SUBBASE COURSES PROVIDED. A J CONSTRUCTION. �3 12. ALL CASES WHERE CURB RAMPS INTER5ECT A RADIAL SECTION OF fi"-2 4" C-C 12, AIL CASES WHERE OuR6 RAMPS INTERSECT A RADIAL SECTION OF -s"-2-4" C-C t° I MINIMUM DEPTH OF 7" Q dr®NSTRV CTJVN. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o CURB AT ENTR?f•10E5 OR STREET CONNECTIONS THE DETECTA.eLE b THIS .AREA YAY BE ODNCIiETE M �Nr�D („ WARNING SURFACE SHALL HAVE A FACTORY: RADIUS OR BE FIELD O O C) O D C) z AT THE OPTION. OF THE -CONTRACTOR 1 I WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 4 0 0 O O z - Uj C7 'i 4, ALL SLOPES AND DISTURBED AREAS ARE TQ BE FERTILIZED, SEEDED, AND MULCHED. -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -MODIFIED AS RECOMMENDED 8Y THE MANUFACTURER TO MATCH _ - THE BACK OF CURB, - Cb D O 0 D 0 a 0 0 0 0 0 0 THE BACK QF GVRB. - O O© C) O D O D O Q O O CS 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 {HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 0 0 0 0 0 0 D a 0 0 a o - � 0 a❑ 0 0 0 0 0 0 0 0 0 � 0� SLOPES OF , 1 OR BETTER ARE TO BE ACHIEVED. LING RAMP � O O n O C} O f7 C} O O O O O O O � o LANDING RAMP tj O o O o O O o O O O o O O O �' c� C 6, PAVED, RIP -RAP DR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE + 4 4 0 0 0 0 6 C7 0 0 0 4 a o a ry + O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti - �+ 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 4 q 0 0 C7 4 Q 4 0 0 0 0 4 P -.ram w Q COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. o o a a a o 0 0 0 o G a a a o 0 0 0 0 0 0 CJ f O O 0 0 0 Q '+►I+ �/�w% 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WiTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL I= 5D. esP ERE BASE aor.-ssr OF BASE DIA)aETER 0 0 0 0 0 0 0 O0 0 0 0 0 0 0 v 4 4 0 0 4 0 p 0 0 0 4 0 0 0 0 TOP DIAMETER - U DETECTABLE WARNING o DETECTABLE WARMING T ! F y �+ AT HACK OF CURB 0.9 1,a'• AT BACK OF CURB L 6.5"-t4'• VARIABLE FULL WIDTH OF RAMP FLOOR _I i i -0 's= DEVICES SEE NOTE 12. BASE ❑IAMETER I VARIABLE FULL WIDTH LIMITS RAMP FLOOR _ ( PAY LIMITS ce �� j O PAY LIMITS SEE NOTE 12. RASE DIAMETER (• 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill, DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE INSTALLED ON A RADIUS DETAIL C'- DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETECTABLE ETAIL ARMING v L- CONSTRUCTION INDUSTRY (29 CFR PART 1926). xvo= REFERENCE 1 SPECIFICATION REFERENCE ( TIONI 11 ���r f U U I! ROAD AND BRIDGE STANDARDS SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE COMB NATION CURB AND GUTTER ROAD AND BRIDGE sTANOAR05 aIZ v SD2 /1 (GENERAL NOTES) 502 05 $02 Ynow DEPARTMENT OF TRANSPORTATION REVISION OATS SHEET 1 OF 1 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1 OF 5 REVISION DATE -� 203-05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION - 2p3 U5 O7 5 VIRGINIA DEPARTMENT OF TRMISPORTATION - 241.03 LU CI CG-11 E CG-9D WIDTH OF CG-2 GR-2. 2A s D O A� r I� ;I Ul WIDTH OF ENTRANCE - - - = 27-Y4" MIN - 28Y4" MAX FLAIL HEIGHT I � II A � `� � I,i fi LIMITS OF PEDESTRIAN ® - - - - `� i� LIMIFS ACCESSOF PEDESTRIAN E NINES; s7r STREET APPROACH RO AD SAME suR NOTE 8 GENERAL NOTES O EXPANSION JOINT 1A ROUTE OiADl15 T4 BE AS I ASMAINLINEROADWAY (SEE NOTE 87 Z k (!CIO 4Ch a UNPAVED SPACE NON -TRAVERSABLE uNPAveD SPACE 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE• 6 SHOWN ON PLANS) G', C I 1. WHEN CG 11 IS USED fOR STREET CONNECTIONS THE v tOPE .4 - - - - - - CONNECTION MUST BE DESIGNED IN ACCORDANCE V4TH LLJ - 1 (RADIUS TO BE AS AASHT0 POLICY AiaD THE APPLICABLE REOUREMENTB W m RADIAL DOMBR+ATION DISTMICE REQUIREMENTS. a spy eke z 2. CONCRETE TO BE CLASS A7 IF CAST IN PLACE, OF THE VDOT ROAD DESIGN MANUAL. NCLLCING SIGHT a a Z ri 4000 PSI IF PRECAST. 4„ SHOWN ON PLANS) EXISTING OR PROPOSED - k W WIDTH OF �rt--� 2" R CURB ,AMID GUTTER - - - SIDEWALK OR SIDEWALK SPACE 1r w z ENTRANCE } f i' Q- 2• TURNING QUIREMRMEENTS aF CAI PA DC HEAVYATRUC � y U 'II CURB INCLUDED IN 3- CURB HAVING A RADIUS OF 30D FEET OR LESS ,i CIO-& NOTE 7)THEZ - (ALONG' FACE. OF CURB} TVLL HE PAD FOR AS - - - W " EXPANSION JOINT ENTRANCE GUTTER u - RADIAL CURB. - TRAFFIC' T}£ DEPTH FOR SIDEWALK k CURB .RAMPS W WTTIMI 1t1E LIMITS OF THE RADASHOU.D BE 4- THE DEPTH OF CURB MAY BE REDUCED AS MUCH .v ,%�i ; .P.:�Is"-Y,•xvy^, Fysr, SbEWA(-!i I ( i z +• j AS ,3" (1511 DEPTH) OR INCREASED AS MUCH AS C ' a.� " � ' (SEE NOTE 2) 8„ � � O"ONAL n NCREASED TO 7'% �. � � 'j o - - C 0 uM,Ts DF PFDESTRI LIMITS OF ELDEST 3" (2r DEPTH) iN ORDER THAT THE BOTTOM p }N, - _ - I FLOW LINE 3. WHEN USED N CONJUNCTION WITH STANDARD CD-3 J w- I- - CCESS ROUTE NON -TRAVERSABLE ! CESS ROUTE OF CURB WILL GONCpE WITH THE TOP OF A i I ( I ( I l ( I I I I I I-+-�•- =--- --� p - 1A ff 11pdUS1E6 T4URMATHE7}E MOUNTABLE IX�fi. TO Q a•w COURSE OF THE PAVEMENT SUBSTRUCTURE. U OTHERWISE THE DEPTH IS TO BE 1W' AS SHOWN. I , I I I EXP,WSIOFI - ( EXPANSIONUj Ilj w NO AD,RJ3fiEHT N THE PRIFE BD IS TO BE MADE • iIl" • id • J J JOINT -M1 JOINT .CONFIGURATION. v-- O 0 FOR A DECREASE OR AN INCREASE N DEPTH- 45I .� r PEDESTRIAN ACCESS ROUTE DETAILS WITH & A.rTA-�}S --- 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE =J w 0 1-1 o SURFACE NOTE: WIDTH "B" 2'-00' OR AS 1 MAINLINE ROADWAY USED WITH THIS STANDARD. -0 FLOW LINE WITHOUT UPAVED SPACE 5. CG-2 IS TO BE USED ON ROADWAYS MEETING ;A .;A , SHOWN ON TYPICAL 5E0T10N ? THE REQUIREMENTS FOR CO-8 AS SHOWN IN P.' } A.�=D OR-2 GR-2A 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A i D o rt' ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS APPENDIX A OF THE YDOT ROAD DESIGN MANUN-, ! i PORTION OF GUTTER TO PRECLUDE OF WATER. N s w ENTRANCE WIDTH 1'-3" IN THE SEDTION ON GS URBAN STANDARDS. re• • ya-`, C6'-3" POST SPACING) 3' 1�Z' POST SPACING) _ r - DESIRABLE MINIMUM 16' OF PEDESTRIAN ACCESS ROUTE M EXTEND BEYOND EXISTING -i PL VIEW 0 EXPANSION JOINT - ABSOLUTE MINIMUM 16' OR PROPOSED VOOT RIGHT -OF WAY 15 A,� - C ,� T J> MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' S _ O i ENTRANCE NOTES I�1 ;A- . 'A, . BASE 0- A.; - G., • A gMNLINE ROADWAY SLOPE 6. FLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW { I } sD EDGE OF PAVEMENT LINE IS REQUIRE TO PROVIDE POSITIVE DRAINAGE ACROSS 4+' 1�i > 12 ® PEDESTRIAN DOTE$$ ROUTES PROVIDE A CONTINUOUS idF • xA� N! PARABOLIC CURVE THE ENTRANCE- CIO UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT b, • h`. , e p„+ - p•' • D EDGE OF SHOULDER OR 6DL MAX. I 13 3 - A � PATH GONNECTINGALL ACCESSIBLE ELEMENTS OF A i''. _ OPflCNAL FLOW LA!E{ �-� CIIA(GE. ® .� _ 7. MANJNE PAVEMENT SHALI. BE CONSTRUCTED TO THE U 0 FACILITY THAT CAN HE APPROACHED, ENTERED RIND - ti. • c, ' o. 'd' - •Il-.• 1 D - R/W LINE {EXCEPT ANY SUBGRADE STABILIZATION HALF ('LAN '� --- REQUIRED FOR MAINLINE PAVEMENT YUFIICH CAN BE AL USED BY PEDESTRIANS. 'L d �I2E=E - - - - III - IF PEDESTRIAN ACCESS ROUTES ( ARE BEND oI I 2" RADIUS BB' NOTES* MAINLINE ROADWAY . 18Y MAX. I --R OMITTED N THE FNTR,WCE)- U PROVIDED, A MINIMUM +' TRAVERSABLE WIDTH IS • o� aoa GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE I SLOPE 0€ Y B. RA11UL' OURS OR COMBINATON OURS MD GUTTER 3 �I REQUIRED WITH A MAX.27 CROSS. SLOPE, SECTION Ef-B ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AM � D SMALL NOT BE CONSTRUCTED BEYCM T}f'RlW LINE .Il 6u EXCEPT FOR REPLACEMENT PURPOSES: 0 AS DIRECTED BY THE ENGINEER. I WHEN USED IN CONJUNCTION WITH STANDARD z OPTIONAL C-R-2A METHOD x OPTIONAL GR-2A METHOD I - U Cr-3 OR CG-7, THE CURE FACE on THIS d'!h• °4 FOR DETAILS 4F POST AND BLOCKOUTS SEE SHEET NQ,5D1,D5. USING ALNESTEDGR- RNL USING ADDITIONAL I 2D'MINIMUM FOR 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES W '! 2"1" RAIL ON BACK 4F POST .w ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE STANDARD IS TO BE ADJUSTED 7q MATCH • .� FUR DETAILS OE RAIL ELEMENT, RAIL SPLICE JOINT, PJ•I7 5' MN, (COMMERCIAL ENTRANCE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET O THE MOUNTABLE 'CURB CONFIGURATION. A.''D, SURFACE ! - - - - 1-1 UNPAVED SIDEWALK SPACE PARABO C . ASSOCIATED HARDWARE SEE SHEET NOS. 501,01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL 15 PLACED ON BACK OF POST I CONVECTIONS' ®cQNSTRucr GRADE aEs WITH A PARABOLIC cuRYE. CURVE fT ! ♦ RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR GR-2A THE POST SPACING WILL BE G'-3". FOR RADII -1 N JJ�� �• : - b•; a-' - �, BETWEEN 5 FEET AND 15C FEET. i - j SECTION A - A - ALLOWABLE ENTRANCE GRADE CHANGES !iI NnRUM (:IITTFR-. A fffi .--- ): •�- A.' A •'h+' I - Avf w '� -.` •.`-- -- - ----------- --C X Y - "• -'• "'- -w -"- - �•� ALL GUARDRAIL POSTS SHALL BE SET PLUMS, POST SHALL p• �- p • ' P• I NOT BE SET WITH A VARIATION OF! MORE THAN I/g" PER FOOT -W,-D?X-TO 1CDX GRANGE ''� 4 • • Q • a • FROM VERTICAL. W-BEAM, BLOCKOUTS, MID POSTS SHALL BE �d, .a rIl, - R as abho q�4e S,4 {.bbq 4.4 ') p' '�'" „•a � � SET AND ALIGNED WITHOUT ALTERATION DR FORCE, AS PER 0 6" AGGREGATE RASE CLASS A3 tH.ES.) CONC. SECTION C-C SECTION 505 OF THE SPECIFICATIONS. AINTAINED AT A TYPE ISIZE 21B I _ 2'.D'_ HEIGHTOFALL G-2 A''27Dt;GRMiN R28Y," MAX AIL SHALL BASMMEASURED PER STANDARD GR-INS. POINT OF GRADE CHANGE 12'(MAX.SLOPE - 12„ ALL W-REAM RAILS SHALL BE LAPPED IN THE DIRECTION OF FOR CURB- AND GUTTER. ONLY VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS THE OPTIONAL GR-2A METHODS OF (NESTING THE RNL OR USE FOR SIDEWALK CURB AND GUTTER X 3 % MAXIMUM DECREASE IN 'SLOPE FOR FIRST fD' INTERVAL AND C b n OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR BUILT CONCURRENTLY - 8 X MR%ML4.1 DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS ACCEPTABLE ALTERNATIVESTANDARD GR-2A. SHALL BE APPROVED BY THE ENGINEER A IF CURE IS EATRVIVEIJ PRIOR TO INSTALLA710N- A. - ENTRAVOLUME NCE GRACE CHANCE DESIRABLE MA)OMUM - NIGH MORE TAW H1500 VPD - O X 3 MEDIUM 500-1300 VPD 5 3 x ex LOW LESS THAN 5D0 YPD s a x 6 x • �; • r', • r, NOTE ALLOWABLE ENTRANCE GRACE TABLE IS NOT o GLASS A3 1 : f, E i 4 APPLICABLE TO STREET CONNECTIONS to CONCRETE SCALE ° SECTION f SECTjION C-C AS SHOWN L) 40 SUGGESTED MAXIMUM FLARE RATE f `jfI SECTION D-D FOR SEMI-RICID BARBER SYSTEMS. 1,rro-r STANDARD ENTRANCE GUTTER SPECIFICATION SPECIFICATION xv=r 1VDDT A COPY OF THE ORIGINALSEALED AND SIGNED DRAINING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SREFIFICATIMERENCE ` I mE �• Aid` TRLIIT- ' SHEET NO' LL 0 REFERENCE REFERENCE STANDARD 6" CURB( STANDARD BLOCKED -{JUT W-BEAM GUARDRAIL ROAN) AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS - ^ C NECTIt?fH FOR STREET M�iTERSECTIIDNS a) U) SHEET 1 OF REVISION DATE 502 t05 REVISION DATE SHEET 1 OF 1 SHEET 1 OF 2 REVIs1oN DATE (STRONG POST SYSTEM) sos - p _0 �(�,�(„ E�ITR�i�rE.�1, REIA 8107 o 502 VIRGNA DEPARTMENT OF TRANSPORTATION D8114 VIRGINIA DEPARTMENT OF TRANSPORTATION I YRdN41 DEPARTMENT OF TRA115PORTATION 2D3A4 H -203.03 - 07/15 VIRGINIA 'DEPARTMENT OF TRANSFORTATIQN - 201.01 501.04 S ! i i FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 * 60 8' 2611 141 * 50 6.5' 2111 11i1 * 40 5' 16=1 90 * 30 4• 13=1 7:1 0 INSET 'B' NTS If) J 69' R/W - IR n J J n LEWIS AND CLARK DRIVE TYPICAL SECTION (69' R/W) STA. 13+30 TO END DESIGN SPEED=30 MPH POSTED SPEED= 30. MPH SCALE: 1 "= 10' INSET 'C' NTS 1.5" ASPHALT CONCRETE SURFACE COURSE, SM-9.51) 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA 'K O 10.0" AGGREGATE BASE MATERIAL, VDOT NO. 21 A 2" (MIN.) TOPSOIL AND SEED VDOT STD CG-6 (SEE PLAN FOR LOCATION) O APPROVED SUBGRADE TACK COAT PRIME COAT O PROVIDE UD-4 STANDARD PAVEMENT EDGE DRAIN * PAVEMENT THICKNESSES TO BE USED IN NEW LEWIS AND CLARK DRIVE RIGHT OF WAY. COURSESURFACE ummmummm���mummmm INTERMEDIATE COURSE 4" OR 8" COMPACTED AGGREGATE `Ihlir-4. �:E 111111111111111111111 �• •• • • • • • • • • BASE COURSE,: �t�al.1'. �-�iti!.�'r �_{'L�al.1'• �'� Lw4!.�'• �-'�•'1 OR #21B DEPENDING ON ULTIMATE TRAFFICLIMITS\ n` 01 AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING ROAD NO SCALE 1.00' IAI 2°7 UD-4 (TYP BOTH SIDES) *q 1.5" ASPHALT CONCRETE SURFACE COURSE, SM-9.5D 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA * C 10.0" AGGREGATE BASE MATERIAL, VDOT NO. 21 B @D 2" (MIN.) TOPSOIL AND SEED VDOT STD CG-3 (TYP.) APPROVED SUBGRADE TACK COAT O PRIME COAT I PROVIDE UD-2 STANDARD MEDIAN UNDERDRAIN 4" COMPACTED AGGREGATE 2" SM-9.5A BASE COURSE, VDOT SURFACE 111111111111111111 IIIIL 1111111111l111111111lIIIIIIIIII COMPA C 7ED SUBGRADE LOW -MAINTENANCE PEDES TRIA a i DE TA IL 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. shall made without 4. All work is subject to inspection by RWSA staff, No tie-ins to the existing systems a be tout 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 existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 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 survey 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 any permanent connection to the public water system. Approved methods of filling and flushing new water 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 Sea Note 19 Sea A � 1AT Optwnal CanakrusC"p,I 1 Uaht I I I JX1-1GBL 1"JUrA.1.6 &3.1JWZJ PAR1 rAV IN JYARJYd' ' SPdC" OXLP AVT YV S=LM3' PAWATX STACA77 FITE .W "PaRI'LdrVATIOX IA1tWA r i9ZAkW 2MV4, & ALIRRICH IJRIYA' FAIDA( STd /V*W - STd M*fS FRIYATF R/W PRlYAtE RfW EDVOST EXIST. GROUND S:OIEMIACK W17Ffi 7RAMNHY TRAMWAY CiUT7ETi *.,L1ElYACK TYPICAL PRIY.4T r AZILTY ' PARdTAV IN' ZARdFD SPACES VAZT 1VrlT 119 SE"' DILLOX GWAr., DILIA.N AWVK ALM'1RICR' ZJM,. WBAM FAY, GIRA" TSBR=9 & GIBAM CWRT TOP OF 4»--I 2,. R CURB 'a A-- •f Ij MIN I� f, -1-- 6" mil„ 2, OR #78 57 STANDARD CG-6 STONE#BA E68�NDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. L NOTES DEPTH OF INLET R) TO HE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MN, IPTTHH � 0 COVER AF 2". DE TO BE 2R FOR NETMAXIMUM THAN S'USE STANDARD DI-3A, 3B,3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL C'ENINGS 8Y 2", 2, THE "HT' DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PI.Id#5 WILL BE It CAST -It PLACE CONCRETE TO BE CLASS A3 MEASURED FROM THE IW, IRT OF THE OUTFALL ("I P50. PIIEOAST CONCRETE IS TO OF H, PIPE TO THE TOP OF THE STRUCTURE. 4DOD PS1, 4 12" C-C FLAN 'i DIMENSIONS ARE: APPROXMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT IL) WILL. IN EVERY CASE, BE C/MEH3IOHS SHALL BE DETERMINED BY THE SHOWN ON PLANS, CONTRACTOR FROM FIELD CONDITIONS. 13• WHEN INLET 15 USED IN 4'MEPAN HACK OF 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS INLET IS TO BE SHAPED TO CONFORM WITH TO BE SHIAPM IN ACCORDAtiCE WITH STANDARD PROPOSED CURB. ISA THE COST OF FURNISHING AND PLACING ALL PRIIC FOR 14� BE KEYED. SIN 45TO HE INCLUDEDINN� E THEENSTIR&UGTUREE.. TD ALLRSPUCES BARS A MINIMUM OF 40 DIAMETERS (20"). 4., IN THE EVENT THE INVERT OF THE CUTFALL PIPE 15 HIGHER THAN THE BOTTOM OF THE 15, FOR PLAN VIEW OF INLET SEE STANDARD DI-3A, STRUCTURE THE INNERT OF THE STRUCTURE SHALL BE NAPEI) WITH CEMENT MORTAR TO 38, X. PREVENT STANDING OR PIONDIdNG OF WATER 15. QUANI TIER SHOWN ARE FOR WHIM IM INLETS IN THE STRUCTURE. THE COST OF FURNISHING OF EACH TYPE. FOR INLETS OF GREATER DEPTH AND PLACING ALL MATEROLS INCIDENTAL TO (H) OR LONCER SLOT W INCREMENTS SHOWN THE SHAPING IS TO BE INCLUDED IN THE BID PER FOOT MUST BE ADDED, THE AMOUNT OF PRICE FOR THE STRUCTURE. AND STEEL DISPLACED BY PIPES MRJTE MUST BE �'IUCTED TO OBTAIN TRUE QUANTITIES. Si STEPS ARE REQUIRED, FOR DETAILS SEE STANDARD ST-1. AND 17, FOR NUMBER OF BARS REQUIRED A 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 4:10. LENGTHS SEE SHEET 104;1 ----Hardest♦ Moth 7, # 4 X 8" SMOOTH DoiAT APPROXIMATELY 75. FOR DESCRIPTION AND LOCATION OF OIMEN510N "`"^-Subbaaa C-C TBE PLACED NALL AREAS ADJACENT TOABUTTINGINO CONCRETE 1O PREVENT TO 'T L SEE SHEET 104,09, Weep Bala. OF X 4„ RTCFI N Sea Nat. S, PLIEU .DOWELSTAN2" H T-DI-3, 4 F ALTERNATE DESIGN. V. FOR ALL DETAIL CMENSIONS ARID T�#S LINE SEE B. 3" DIAMETER WEEP HOLE TO HE LOCATED TO REINFO RCI9O STEEL ABOVE STANDARD DI-3Ab 3Bi DRAAN SUBBASE MATERIAL, WEEP WITH 1211 PLASTIC HARDWARE "I, A" MESH OR GALVAN2FQ STEEL WIRE AMIY DIRE DIAMETER 0.R3", NUMBER 4 }MESH HARDWNiE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. "-1- H5 Bar H •aah earrror T- 05 Bar H1 each altarnate carnet SECTION THROUGH ELEVATION ORCING STEEL BARS H BARS H BARS V NO. REQ'D. LENGTH Ni REQ'D. LENT -NO REWE LENGTH AFx(NH 1) 3'-6» 4xCH�1) "�'-B'" ', H=1'-4'" APPROXIMATE QUANTITIES FOR MINIMUM W DEPTH INLET TYPE DIMENSION L SEE NOTE 18 REINFORCING STEEL CONCRETE DI^ Lin, Ft, Lba. C,.'tda. 3AA 2'-6" 462 3.14 - 7DB 4'- O" 424 3.1,7 30C B -Q" 1 541 3,1F9 INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH (H) AND/OR SLOT LENGTH (L) H L CONCRETE STEEL CONCRETE STEEL Cu, Yde, - Lba. Cu, Yde, Lba. O,317 54 1^ - ^ 0,317 54 1 0.22 234 0.317 54 1 0.22 s STANDARD CURD DROP INLET room 1211 - 3011 PIPE: DEPTH (H) 8' TO 201 233 FEET, VROIMA DEPARTMENT OF TRANSPORTATION 302 12' REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE • BACKGROUND BACKGROUND - ` 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 LL_ GALVANIZED "U" CHANNEL POST o� ow o M LLJ a 'I VDOT A3 GENERAL CONCRETE aw a TOPSOIL AND SEED __J ff f i> \4 f ��f off �f!� o C'� NI N !, .✓ 4" MIN. 1 P-0 fl NOT TO SCALE SIGN DETAIL ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTIHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES NEW FINISHED GRADE :. 1?li Y Li.1-,l'e1J V i`I11 ".7 lti" MINI1'M UM EXISTING GRADE EXTEND GEOSYNTRETSCREINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 6" VD O T No. 21 A AGGREGATE STONE -COMPACTED \/ PROVIDE GEOTEXTILE FABRIC IN AREAS //\//\'f/\'✓/�`//\//\ /\\/\\ REQUIRING STABILIZATION AS Anchor Diamond DETERMINED BY THE GEOTECHNICAL X P�EORCEMENT CONNECTION /\\/\\/\\/\�./ ENGINEER. X (NOT TOSCALE) SUBGRADE COMPACTED (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% 1W COMPACTION. s:Y' ip REINFORCEMENT LENGTH GRAVEL PAVEMENT - SECTION GsD GRADE ' NOT TO SCALE \ S GEOMMIETIC REINFORCEMENT NOTE: Sr�1a� 4" DRAIN TILE (ELEVATION VARIES) USE GRAVEL PAVEMENT SECTION FOR SWM FACILITY ACCESS ROAD f=1 17REES SI A.L !S P i:'vTT�-;� Ai/ I`!'I'a�iYl,7NII OF 6 , H 3E ta�,T-.@,�.��C FTC' i/�,� stp SH i fi � � v 5 :N1 I BE �P LA.N 1 IL D .A'.II_�ACE N [ ICI 'OO '.ALL,. LL,. ?i IrJT S! t?°4i'�i_ 'U I , w: Z E V a 4. i i. .Pj i 0!. F L r51I-PERME�, ILITY SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL d \ 70 LOWER WALL F!!1 I rTYPIAL. " DIA. DRAEN TIL.� _ 11 2!-Orr �.3 TO . OF (TYPICAL) I WALL PLANTING DETAIL 6" NEND UM COMPACTED GRANULAR LEVELING PAD I I Was = WIDTH. OF OVERSIZING I I De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYN'I°I-]ETIC REINFORCEMENT Wos={2 •De) +L+6" TOP OF CONCRETE48 WALL MIN. 4211 Anchoi Diamond' SITE X 1:1 EXCAVATION OVERSIZING RAIL WX (SCALE: 318"=1'-0°} `iRwAL"y"I s"N"_ GRADE I a .4 SITE WALL a K.4LL R.4IL F-4G�"?'L'�T.fffY I E. -41L NOT TO SCALE (5' Ai 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE D A�M�'y =T-N hor'" Diamond ICAL BASE PREPARATION I WX (NOT TO SCALE} ®�a-Axcxaxwua srsTe,nac MOND PRO (TAN) SEGMENTED WALL DETAIL i NO SCALE i I P SCOTT R. COLLINSZ Lic. No. 0351 k �ZdNAL E 10`6 z I Q U C ZIn 2: 0 a M in ED H e c U r if Ce c i u � 5LU ? Ln 2: z 0 LU O c.� 3 � } o J LU 3 L❑U CLU❑ I1J J LLIJ ACSA GENERAL WATER & SEWER CONDITIONS z. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE 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, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF {3.5} 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. ao. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 0001) FOUNDAT10N MATERIAL 1°'10CKY ECU°NMATION MATERIAL IM'111 2 N{I IN4ITIAL BACKFILL 24^IIN MIN MIN, MIN 6" BEDDING } ° #68 STONE * STABLE COIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN CONIPAGT THE SOIL OR PROVIDE A �" BEDDING OF W68 `STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION i 4"MI INITIAL F3ACKFILL- `4'MI UNSTABLE all ? SOIL VIIN MIL \ MIN MIN --�-_ �IC1E3 STONE - GRANLtLAR FILL A5 4 -"=APPROJED BY ACSA f✓ { TANLE uC71YL OR +D K STABLE SOIL OR ROCK NOTE 1 F ' ra N' Irt (. F THE e^aP,TER LIMES. ALLOWED ,WITHIN 24 U I - NO TO ROCKS SHALL �E AL 4 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED E INITIAL ` I<FILL. ABOVE TH �3 G r„, t • I'� IN COMPACTED I. LIFTS, ,,THE INITIAL i3AuKFILL SHALL BE r LACER? A.140 CCU:PAC � � � C 4. NO GF2(;AfNiIC OR FROZEN "MATERIAL C7E2 l3EfSRIS SHALL BE .A,LLGVu'EJ IN THE TRENCH. 5. HELL HOLES SHALL BE THUG OUT IN ALL CASES. [�iJC,TILE IRON WATIL PIPE INSTALLATIONS BEDDING NTS FIG. VV-i2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED W17HIN THE RIGHT OF WAY, VARIES WATER SEWER 3 ? o p I � f LOCATION OF OTHER UTILITIES L- (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS WATER ❑R SEWER ONLY - 201 MINIMUM WATER & SEWER 3T MINIMUM x SEE PART 2, PARAGRAPH I; SEPARATIDN ❑F i/ATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RICHT OF WAY, UTILITY LOCAT13NS & EASEMENT WIDTHS NTs FIG. W-1 - PEACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS A5 DIRECTED. MARKER LOCATION MAY €3E SUBJECT # TO HIC;HWAY DEPARTMENT APP6ROVAL. FINISHED GRADE I ADJUSTABLE VALVE BOX 'W1 LID ` I II u hY P-j -L® M.J. GATE VALVE WATER LINE 1 4 f I I 2500 P.S.I. (CONCRETE � � 2'x 2' BEARING AREA" BLOCK THRUST K - H v„ f� NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (a) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. 'A'-'5 TD-9 15 1/2" rE.I.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/41, INSTALLED FLUSH WITFI FINISHED SURFACE {J CONCRETE COLLAR POURED AROUND CLEANOUT COVER 1 7 1/2 ! SEE PAVEMENT EXISTING GRADE REPLACEMENT (3500 PSI) j REQUIREMENTS \\\ ,> I PVC FEMALE CLEANOUTADAPTER - l<r Y, .„ ',- J, F ,%I WITH T14VERTED NUT SCREW CAP OR }- 1-1 ✓. FLAT SLOTTED SCREW CAP . 1� KOR-IN-SEAL No. S406-10 AWS" WITH 10 1/4" BAND -PVC PIPE SEE 6ACKFILL ANU-. BEDDING -�-45' BEND REQUIREMENTS \~ `-PVC PIPE ,-SEWER LATERAL COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS a5' //�` 2 ax L 45', MOX a PLUG L r��II�I f I FOR ALL BENDS FOIE TEE OR WYE FITTINGS WIDEN TRENCH TO - r,-E1,ED'1L.. ACCOMMODATE fI Af4CHC)R IFREQUIREID, mn AsUIREQIN S k T 'SECTION 2-2 PIPE DECREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) Ct1.YEy. (FEET) CU.YfD. dENL L I H T L H T 90 2,50 2.50 3.01 0.24 b" & 6" 45 22 1 /2 2.00 7.50 2.25 2,00 2.50 2,52 4.15 0.10 2.OG 2.25 2.5U 0.1 S 11 fh T.50 2,00 2..50' 1 0,10 90 3.66 3.16 3.21 0.48 B 45 2:5$ 2.0E 2.77 0,26 22 1t2 1,56 2.1G 2.60 L'.13 3T6 2.y1 2.86 0.32 11 1/'4 1.66 2.15 2.6`1 0.13 9O 4.63 J. 83 3.42 0.8.3 30" & ;2° 4S 35 3.58 2.95 0A 3.65 4.00 2-BJ 0.52 22 1 J2 2,3 59 2.86 0.24 T i 1/4 1,83 2.33 2.84 1 0.18 THRUST BLOCKS ARE REfUIREC WHENEVER THE PIPELINE CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL HE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. C:Ilvt'RETE THRUST BLOCKS ITS F1C. W-;5 TD-3 T' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL f" TYPE "K"- SOFT COPPER FOR USE [IN ATTACHES SINGLE FAMILY RERDE"AL SERVICES OR DUAL RESIDENTIAL (- AND IRF'RDAIICIN sFRVt(S. a^x1 xI^ TEE NOTE NO SWEATED P1TnNCS V 2, DUAL SERVICE -- I' COMPRESSION x 3/4' MALE PIPE COUPU+NO OR APPROVED EQUAL �^S T C "K" S' F COPPER �T FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL S£RNCI_ MERE AN IRRIGATION `�� METER IS NOT PROVIDED, SINGLE SERVICE NOTE: i) SADDLES SNAIL BE USED ON PVC PIPE, {--GAST IRON 11D 4 I Nl:a{ED GRADE 13 t2"-15' BALL METER yyBALyL� G LLEE & BOX R 34' MIN. COPPERSETTEft 1/8 BEND COUPLING. %%/ �. METER f yr � { COR3'QRATIDN STOP T r r d 1•f �„�" 4, BRICK AS A _ NECESSARY SAND OR DUST UNDER '%ry;, 'X�"' ( 4' DJAMUER DRAW PIPE, 12' •', 809 AND SETTER (2-IN"j r:'; ;'.,. , "'"r �` LONG STONE POCKET, VnOT ,V.�}-k �n;" 'SPED. MINIMUM THI{;IGlESS) -,rt ��, -� 2U3, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INJTLI.._ATION (5/8" & I" METERS) NTS _. FIG. W-6A TD-10 r w J z 3000 PSI UCII`NC. HASE BENCH SLOPLL) TO Fl CHANNEL 1/4" 3' MAIN r+! LtRA[NICH 2„ FLEXILE QNr'IEC�TION � h COTE. WITH` STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING; MIAINBHOLES SHALL w BE GORED AND A FLEXIBLE -j CONNECTION " BOOT " IN 55TALLEP TYPICAL MANHOLE PLAN SHOWING EEM\1(;H TIE IN NTS FIG. S-I-€3 TD-27 /__jTop Vievr 6" MINIMUM; / � � � MINIMUM 4" MINIM Hm NOTE: RESTRAINED JOINT FITTINGS. - - - - Side Vien' 4-2' Minimum ZI - Corti ioatian of 9t% \T ) carnpuct ion re•Ruired t�� (� d. VOl,ronikej Steel Oeam, V112 x 14 (min. size) � ro 3` rrfn. penetration into Undisturbed Foil , or {1s appruvc-El tTy vit; - ACSa, '.v 45' `QIIII�1j,_I .1 ___1_ 1�iLr�_._ TYPICAL THRUST BLOCK IN FILE AREA N8T5 FIG, W-3H NOTE SIN. O' CIAL"E7Eh' '14,NHLILE o r E0 .IIR EIa u -rs r 1'. r., Ij : ruNLfz: F ; PIPE "�T,I,LE-.TEELI '. 'ar 1 I•J E rEN PIPE N 8 tl 1,- Er Ir'E PLAN I:,RC;FILE - L HEIGdT OF THE VERTICAL DROP RIPE WILL BE DETERMINED BY THE AISA, B's lT SHALL N OT- "B.E LESS THAN TWO (3pFEET. ?"T.IERTICALDROP PINE,HALLBE SDR 8PVC SiZEDT ESAAIEA THE INwtMIW9 PIPEANDLC�011FCTEDTO �, Ci. 4 4 �• EDii'7F.IT73r!>G �1.TH_TANCAtiCGA F,ET,t .,,7T. TH 3_lf&RTII ,I DT.CP PIPE uHALL BE STRA_rP EI TR,LTEIE P'riANHOLE:A.T PIPE I!.T 315 :;TRAF5] SHALL BE MADE OF c STA3'ILtS � STEEL. 4-SHAPEIRVERTASNEEF.IELITC{p o+li[)ESMOCITHTIiAN-SITIONFtTGvM DROP CONPIlDISCHARGE POINT TO SPRUNG LINE D-F "TIt?,UHQLE INVERT. 4 DROPCONNECTUN DISCHAIRGE FITTING SHALL ?ECSRIFrfTEDA'45DE•rREES DiTOThEFLU`'r"1_. 6. WWNCAL DRCR PIPE SHALL BE ,LTSTA:LLED A.T BU DEGREES FPrDh9 THE ACCEI TEPS, 1. iv51Nl:"r7a I^^:172" CaiAN1:ETETi.sN7AtiPHCILE P<'EQ,3.11[IEU FQTi A SINGLE 1U" CrP;11" ULA.P^rIETEH E�n:V[-'':C"N(�iEGTfCFt''I, r.Ffl Ts^ILL 5" DIATAETER DROF C;C]NP+IEGTt.CiNA. STANDARD INTERNAL DFC]IF CO NNFCTIC?N IA T. E 'r E rn - t n w= s wrr Vyl O -LI 3, 0Y< E L IO w_q mw 0 <E 5 !!/ z -T Ea ti NU u E L »40 x o J / TYPICAL MANHOLE FRAME & COVER N.TS FIG S'PD TO-31 FINISHED GRADE 11 r r1 �1 T 1T1 I =�L L17- 1 T=-ITI-F LT T1 T 1TI=-T I r 1 L LTu_ - y _ TRENCH REDUCER E -2500 P.SJL CONCRETE THRUST BLOCK -- - - - -- LA ___UNDISTURBED SOIL '18" MIN. PROFILE VIEW UNDISTURBED SOIL - EDGE 4" h11N. OF TRENCH ! n REDUCER 8„ MIN _ !A S, 2500 P.S.L ri NQ.FETE THRUST 9LQCK-► G a 13" f41Pv. UNDISTURBED SOIL - EDGE ° 24" OF TRENCH a >PIa'I. NOTES: PLAN 'VIEWv NOT TO SCALE NEC CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT, USE PLASTIC SHEETING AS PROTECTION FOR. BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO LIN DISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACCSA, 4•' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED OIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95r% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE ;RESPONSIBLE TO VERIFY THE TYPE AND S1ZE OF ALL THRUST BLOCKS, NTS FIE:: W-3U, TD- 7 + COVER LIFT NOTCH f 12 3/E"" ( WATER \\ CAST IRON LID NOTES: TE4; (I) A 1-3/4" DIAMETER HOLE IS REOUIIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES i ' "-1" METERS) INTs FIG, 4''f- 7 TD-13 SEWER SERVICE LATERAL COWNiECTION NOTES; t. WHERE A SEWER SERVICE LATERAL CONNECTS TD A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (C'ROYW'N) ELEVATION OF THE SERVICE LATERAL PIPE SHALL 8E AT LEAST O.2 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN ,HALL 8E COi^INEC7ED USING A PIPE SADDLE, 3.. MINIMUM GRADE FCR SEWER SERVICE CONNECTION SHALL BE 2% (1/4- PER FOOT ) 4- ALL SEWER LATERALS I�HALL HAVE A MINIMUM COVER 2' CtdIPV DIAMETER OF 4". 5.. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHF0 GROUN, 2 x 4 MARKER r PLUG END OF RAIN LINE 'SERVICE LATERAL 1� SECTION -Iti LINE 'NYE-TEE PLAN VARIES SEWER 'SERVICE LA:TFRAL COhJN17CTION N.T.S. EC. S-2 TD1-33 NOTE:- HYDRANT MOST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS fT THE LOCAL STANDARD. F' r LENGTH OF BRANCH VARIES 6' MIN 2` r5 10° (270-) 1 B,,-22„ 7 C FT. VALVE BOX #68 ST0NE 42"MIN - sT �V GATE `!ACNE e "8Aa<f B" y 6.: TEE 2500 P CONCRETE BASE AND THRUST BLOCK NDIS AGAINST y UNDISTURBED STABLE SOIL' STEEL PILE WHEN THE SOIL IS DISTURBED OO� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPCiRF NOTE 1. SURROUN[D,'WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1r2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT { INCLUDING DITCHES ) 3. FINISHED Gf ADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALUE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED Irt THE DITCH. 5. FIRE HYDRANTS SHALL FEE INSTALLED AT LOCATIONS INHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF zREGUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGI;E AND THE HYDRANT SHALL BE PUMPLO' DRY, TYPICAL FICHE HYDRANT ASSEMBLY DETAIL FIG. ,W-4 TD-8 AIR RELEASE VALVE- BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE--.� F BRICK SUPPORTS OR SOLID CEMENT BLOCKS --TYPE "K" SOFT COPPER PORATICIN STOP SHED GRADE I BRONZE GATE VALVE E71 1 II111111 II�II SHED STONE N0TE4: 1 P, k PRECAST AST MANHOLE NE AND LIVER WITH WATER 'AST .,N LID F TRAFFIC l A R C v;A G fi C G C FOR AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL OE USE D. GS F WATERLINE`" SM•ALLEI� THAN 1` USE A 1 Afi.V. AND FITTINGS. FC?fi .HATER 2 OFw. ,� 2 LINES 12" AND LARGER USE 2" A.R,VJ AND FITTINGS. 3) IN SITUATIONS 41iHEF?E 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. AI} RELEASE VALVE (ARV} REMAINING 3ACKFILL SHALL 314 NOT CONTAIN ROCK MATERIAL ' 36"MIN LARGER THAN a" IN ANY COIMEN SICON 24"MIN IhNTI,AL BAGKFILL* ,ah,� CV (6"' LIFTS; EIVIF'EDMENT * THORC7UC',HLY CO ' ACTED aY HAND OR A PIROVED SPRING LINE OF PIPE o 1 MECHANICAL TAMPER I HAUNi:HIN NO, 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE _TPFQUIPFI) WHEN 'SOIL CONDITIONS ARE UNSTABLE s \ ALL PIPE) INCITE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOTT RIGHT-of-1NAY SHALL BE TACKFILLED ENTIRELY WITH ;NO. 21A STONE, 2. q OR DUCTILE IRON PIPE THE I30TTON4 OF THE TRENCH SHALL DE SCRAPED JNO COMPACTED, AND ALL STONES REMOVED OR A 4" BEDJIING OF NO. 68 STONE SHALL BE PROVIDED .3. WHERE DOCK IS ENCOUNTERED PIPE SHALL 3E INSTALLED ON A MINIMUM 6" BEDDING OF INO0 (38 STONE TYPICAL SEWEIR PIPE INSTALLATION IN TRLNCH NTS FIG. S-3 TD-34 TH 07 SCOTT R. COLLINSZ L1c. No. 035791 ,. � 0 r J Z UIII W o ca :� 0 in Q .J L < CC L Il x C L uj c c L P M V) 3 Z Lu Ln 2: u}O 5 0 < 0 ] U u " < J Ce 3 to Lu LLI m a L Ln C w 3 W !Y ILAO 440 435 I1 __._ _.______ T _...._�-�Tr. ___----- 435 - OBJECT=3.5 j 430 1 i O x� 425 I i I I 9 425 420 420 i I I ; i 415 I 415 HT. OF a 410 ; i I 35` 9r. ' ` i ! j ; I I 410 'i.tj• ALDRIC i LANE ( 1 777 405 ✓ fi I � i h -•'" I fi � � � i i 1 I HT. OF OBJECT- 3.5 I 1 , i 400 fi 1 400 395 � � I a I � 395 i 385 1 ; ; I P t t 3$5 w w w W N O N 0 �+ aQ Ln '^ Ln ,� "? `° N rn O .t tD N M N M OB O 0 0 O t m � rn 0 `t 0 � `t N - � � UJ LL 0+00 0+50 1+Oo 1+50 2+00 2+50 3+00 3+50 DILLON DRIVE STA. 3-0+�14 SI 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+25 GHT DIST. ALONG L&CD [470 465 46O 455 VERTICAL SCALE 5 0 2.5 5 10 20 4SO ( IN FEET } 1 inch = 5 ft. 445 HORIZONTAL SCALE 50 4 200 ( IN FEET } 440 1 inch = 50 ft. 435 W W J J LUW W ICJ_ 455 M& 445 � ! 6 { I j I 440 —_-.___..-.___.. If f f, J l I HT. OF 435 OBJECT=3.5' ( ' �- 430 425 420 4i6 I J J ^ co cp W W Ln Kl 0 l.7 w LL ! i J i� � f - 335 i OF HT. - r (_. EYE=3:5 ' I ALDRICH TERRACE i N O 0. � O % Ln p 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 ALDRICH DRIVE STA. 21+57 SIGHT DIST. AL J: I / J I 1 / HT. OF v �GIRARE LANE'" HT. OF OBJECT=3.5' i I m 0 O ll7 � 5+00 5+50 ONG L&CD 455 45 OBJECT'3.5' 445 440 SCOTT R. COLLINS'Z Lic. No. 035791;E vL -ONAL Z O r J 435 z s n Ln r Z J L L �■■� U) c 430 U) > Lu C z c c L L W t 425 i 420 y LU � LU Z 0 LU S0 z Ln 0 LLI LLICe w i w m LU 1=] w LU €» 00 00 m a ° 416 It 6+ 00 6+ 0 6+ 5 75 HT. OF j ... I OBJECT=3.5' I/ I P / ,I I I, i � � o k . ^ I OR ui LM L In 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 I 5+0 1 5+50 6+oo GIRARD DRIVE STA. 24+45 SIGHT DIST. ALONG L&CD I { I I j I I 6+5o 7+00 7+2 5 CL Lu 0) T_ 1..0 y� C* s✓ z 0) U) •- v 0 Q � CN � CL L c o CN LU Q �z Lj 470 eJ < � z �z _ W LU j '_j �Manum 465 0 LU � � o 2 u o� L c I�� v C �.. 460 o L L F � N 47 U L Q Q k y Q� Q F— m a � 455 r a ri� 1.l 7 - ❑ 3 F_ Z 450 z LU LliW� W N o W O U c� _I U 0 c O U 445, o J � � 7 17 . � C 440 0 � ° X �. Q w 0 o U � � o 435Ce v U -- CL Ui Qo Q JOB NO. lz 152116 Q sn > SCALE N A6 NOTED C 4 U u. �; SHEET NO. n vo 14 � o 470 I ! 465 i I i -- I I 46o I 455 I 1 i i 450 _7 i I !; I I I 445 S PT LOW TA:10 O 97.o 9 I 1400.321 LOW PT ELEV: I 0 I 44 i I i 1 PVI STA:11+99.8o m PVI ELEV:402.38 j ! j ry `v K:37.o6 ! r`'"i w LVC:205.42 ! U can i > Im 435 ! ci T I I m 0 L6 v 0 0 z m !'II f `}'30 , S+V Cal ! z in LOW PT STA:10+35.44 © z LOW PT ELEV: 399.29 C) !u W PVI STA:1a+35.45 j 425 PVI ELEV:399.09 _ __ _ I : _....._._._-- _F" z�-.. K:io.00 z 0 Ire LVC:40.02 U I,- U 4o 0) Z uj of F Vi F- Z + + m f W Z 'co r ry ! ul a > u> `('W ! CLZ�LU Lu i- N w�`[D m 04 ¢ O ! W I� 415 5 J LA rn !I Z D 'Z ++ ! LL] CL �.... m 10 4 cin I _ 00 li I- ! CO m j W II W 405 kD ui 1 I 12% GRADE 400 I MEETING ^ EXISTING IVDOT ROUTE 29 ROADWAY 395 390 LOW PT STA: 18+92.04 I i HIGH PT.STA:1$ aa.o 4 I LOW PT ELEV: .6 I 433 9 ____------- _.--_-._; ___.___..___.___ _.____ ____ __ r._.________H�GH P-T ELEV:-- _...._ �r34 44 __.____ ___.__._ PVI STA: 1g+o4.6a ! PVI; STA:18+04.60 !, PVI ELEV:433.00 k ELEV:434.6-1 K•3714 K:19.24 LVC:145.00 LVC:53.0fl HIGH PT STA:16+70.38 -- BVCS: s7+7$.so I ri N HIGH PT ELEV: 433•o8 ! 434 + •t PVI STA:3.5+95.38 �VCS:18+31.10 I °ri W PVI ELEV:432.23 EVCE: 43419 m K:23.42 j LVC:i5o.00 � I --00 OP m0 i 'I r (4) + A W Vw j W _. _..---_____ I i 1 I ! ! I I I ! i --- -- ..._.__ - -- --- . ---- - - - . _ , -- -- ! I j LOW PT SA: 21+93.88 LOW PT 439• : E'' EV08 LL PVI STAI22+43.88 j PVI ELEV:43g.65 4767 j LVC:00.00 1 as 00 ao r mo; ao to on m 1 HIGH PT STA: 21+6o.89 a' -__. ___.___._._._... ----- HIGH PT ELEV:438.70 PVl STA:21+45.89 ? > I?' PVI ELEV:438.53 W K:26.16 ! LVC:30.00 o rn as rn o i ��- n �' w r+•I r+•I Viu NW NW jw Lnj Ivij W m m > I I I I I I i 1. 1 4 I 1.31 NN Ilk WT \ w j ! `�:, ",.,,h ',.,a ',\ *,\ i``•,♦ ♦ `" .♦ ''"yQ. �7 `�,, °`.,```:, Iti. '`"'•'♦ , '`, `\ ` 1'w ,7' ,:`^, , vy w \ Y12 '` {P} FIRE HYD. ASSEMBLY .. ;STM `,.!' ` \\, !\ '' S as 12"X6" TEE I I I i 'ti\ '``• 4 `\w '\, +.,,. '` ;� ,, '+., ♦w\ ., ``, \•.` ''y. ,,\ `"",� I � '*, `,a ^� ^, ;\ ',., ',.'+,� "'.'.,\ '\ . \ •q a\ ro,, '``'+. y+�, � ! "a'" �°4 i♦ ` w, ``..,\w - ,. j '., v "*.,'`t \`'* f`` e °:, \'r"s,,!, \ ♦:,, O \, ",.,y ``,,,,. \ ' \. 'a ` °,, `` 'a ! 1- V G. Y . ..,� "°x_'`,' "''`♦ ` '"' Sq A`\ `\ `^R' . y �' n`, ''� ` 1� ^ ,- ` ' {P} FIRE HYD.,` ♦ 4 `, ASSEMBLY ♦, .4' I '' 12"X6" TEE �,! \ A 6 G.V. ♦: I ' ♦ 1 I I .12 �. „ , 1 I � ! . __-;----__._-- .2 12 G.V. {P} FIRE HYD. ASSEMBLY ! ! 0 12" WAT ,� `, �a. ♦, ! j - STt 12"'X6 TEE .. ` , ; l 1-6" G.V. j 1``'\FILL (TYP•)'\ . `'. I'ti ```° I ♦ ry, i I N "y\ h _.____-- 1 x8 TE _-- --- _ 2-12" G.V. j \ ! ; i ! ! I I 1 ! I I I i I I \ I ! I I I ! I i ! I i I I I � j I I I i ! ! ; I I i ! ! � 1 I ' I 'L I i a i I I I I I \ NOTES: 1.. ALL ROAD WAS' EMBANKMENT MATERIALI SHALL CONSIST ! j 1 I '���� t i2" WAT PREDOMINANtLY OF SOIL ;AND BE PLACED IN SUCCfSSfVE �, \ \ • - STM ! UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THI CKNESS BEFORE COMPA C TION 0 VER I THE EN TIRE ! ROADBED AREA fN ACCORDANCE WI TH VD 2007 GOAD -_-__._ _ I ! ! AND BRIDGE 'SPECIFICATION 30J.04. j `\ ! 2 ALL FILL MU�T MEET 95Z! COMPACTION. P) FIRE HYD. ASSEMBLY I J. MINIMUM 3.,5 I OF COVER MUST BE MAINTAINED OVER 2"X6" TEE SANITARY SEWER MAINS - I I 16 G.V. I I I I I i MAINS�d__,.�,_5_.,__OF__C�7_11EL2__r�1J_S_L__BE_M�L�L--c�Lf!l�_�itFaR----ALL-- j j 5. A4INIMUM 1' OF VERTICAL SEPARATION rROM STORM; , ! 1 I I I ! SEWER & WlL AND 1. 5 qF SEPARA TION BETWEEN 'W%L & 1 VERTICAL I SCALE ;SANITARY S�WER MUST BE PROVIDED. 6. VDOT STD. IS1 1 INLET SHAPING REQUIRED ON ALL STORM o 25 5 ,o zo 1 1 I t �� ; 7. }VDOT STD SL'-1 SAFETY .SLAB REQUIRED WHERE DROP I GREA TER THAN 12' (NO SSL -1 ON SA NI TAR Y MHS`), } j 8. 'THE DUCTILE IRON WATERLINES SHALL IBE WRAPPED? IN IN FEBT POLYETHYLENE ENCASEMENT IF NEEDED BASED ON jSOIL i ! 1 inch = ft. 1 j G'ONDITIONS, !WHICH WILL BE TESTED AND INSPECTED 1 I ! ---.� ! 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ! ! HORIZCNTAI`L SCALE ACCORDANCE WITH VDOT 'STANDARDS AND REQUIREMENTS. j I 50 ! 0 25 I s0 i o0 j 200 \ CONTRACTOR! SHALL USE STONE BACKFILL MATERIAL AS 1 ! w °, ` $ °�� 1 N ( REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES ! ! r i ! W N I ' 0 ENSURE PROPER COMPACTION AROUND THE PIPES I I _ 1 T `�, w, I i r i � I I 3 I I I_ j1PLES DURING CONSTRUCTION.ROf {3EFORMIA{G SHE STORlvL- j W q4 ,a% LLJWj 1 inch =0 ft. yll W z w ,* , J 10. HE CONTRACTOR SHALL CLEAN AND YIDEO CAMERA ALL j ! i �I W 0 w = ! 1 W 1 PIPES AFTER! CONSTRUCTION IS COMPL TE, AND PROVIDE i I ! ! ❑I � ! N do ! j m Ld rn 0 in o r' ! THESE VIDEO, TO THE OWNER AND ENGINEER FOR i- g u W 0 as N ! CER TIFI CA TION. ! ! 375 � rn + Cl) wI + + ---____-- _-__- ---.__ . _---__- _ _.__. __ ---'yZ-"... _ y._ ._ rr O - zl N 372 ! Z 0) CL 0i u4 I Z f~fJ U) 1.- j ! m II cman `t i O U) O CD On M O t0 Ol0 ¢ d O.t Q rn �• Lu aiJ O O CO N N I. ao C1 CtCD tD O m Ca O i N O 00 � .� r i kD ko N %0 00 rTl00 m tory y0 n N Os HT'rn tp rTldi M cO W W Q riri N NN N NN N rl rlsi rlr, rNN mrq frr,l OD00 4S a) O O 0 O ri NN m m mr11 m m t 4 ri 4 `- Nt 't It -4- .t 4 t 4 4 t 4 't 4 .t m mw .t I,! 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+SO 15+00 15+50 16+oo 16+50 17+00 17+50 18+00 18+50 1g+00 19+50 20+00 20+50 21+00 21+50 22+00 II! i ! �I LEWIS & CLARK DRIVE ILL (TYP. F F Of T SCOTT R. COLLINSZ Lic. No. 035791,' &10XAL OrAl Ell I ■ I � ! ■ ■ F- z W {P} FIRE HYD. ASSEMBLY z E ¢ 2 12"X6" TEE c5 0 Z 1-6G.V. ■ to � as ¢ u ! D cn 'n z u ¢Lu z ¢ w ¢ M 0 0 uj Ln m _ ♦, 5 Lu ! W Lu Ln H LV �- ce > ' Lu I __ _ 12" WAT _._..__ . - STM Go 00 00 to ` 12" W�T - ST P} 12" D.I. WATERLINE I ® �` r�'•+' i I I (P) 12"x8" TEE ! j 2-12" G.V� i 1=8" G.V. Lu C6 I i I i i ! �! I 1 i � I � i O a � a T fn uj ! fl I i I i r Q ui j � t ED j z � Z > C yr0 W i l� t ■ p/+� J A CJ z uj ]3. J zLijs�0 z o ! N o I i c 0 - j 1 ■ "� V UJ ca N I I j I L x 1 a ■ �- ■ , " L In E :3 i I I i L� c� ! �„..� w Q cf� ■ Ld z Y) W W o L d ( z n J C j Q o I I o uj 1..0 a L -i ® ("� I I � O , I ! (D Q - i L C I T -h Q ` __j v '1...✓ > � ; I = CD 5 0 O xx ! I I i s E i I i ■ 1 ,- a Lu L I ® O 0 m0 m try N O p 0 p O � = a- I `� .t 3 '� �• ® rL JOB NO. 152116 U 2+50 23+00 1 23+50 24+00 24+50 2 SCALE AS NOTED N L �Q) SHEET NU. c>u v 0 j r �''" s s I i ! LOW PT STA: 21+93.88 LOW PT ELEV: 439.08 PVI STA:22+43.88 PVI ELEV:439.65 K:47.67 LVC:1oo.00 I o°°a 00 00 OR HIGH PT STA: 21+6o.89 +' n HIGH PT ELEV: 438.70 N _z PVI STA:21+45.89 v ------..._._.... PVI ELEV:438.53 m w K:z6.16 4 LVC:30.00 9 0) CQ ; an o m m 6o m + .t + N N V um j> m w a 1.90, 2" WAT - STM L(P) FIRE HYD. ASSEMBLY ` {P} 12"x8" 12"X6" TEE 2-12" G.V. 1-6" G.V. 1-8" G.V. 1,74' _ 12" WAT - STM O _---LOW PT STA:26+oo.o0--- _�--____-- __.-__-._ _-----._-___._.__..--j____-._-.--.__._- 47 ■ LOW PT ELEV: 451.29 { I ■ i PVI STA:26+50.00 i PVI ELEV:452.81 j GRADEI BREAK STA = 2y+70.00 i K:37.3$ i ! ELEV=1459-913 LVC:1oo.00 1 465 _ ._____ .... _ ____- _ ____ ___-- ___-- _-_- __ _. _._________ .. __ __.__ _.___.._.. �__ ...._...._._.__-- 16 0 ( o n 6 L-n i ! o -t ( o 't I eq I I ■ 1 ■ _.........---- __._.____._____._ j {P) FIRE HYD. ASSEMBLY 12"X6" TEE 1-6 11 G.V. ivid myi'f tilr ��1►1=! 3 H 1.42' 12" WAT - STM P) 12" G.V. __..__.. I (P) FIRE HYD. 12"X6" TEE 6- ' 1.52' 1 " G.V. 2" WAT STM i I 129 NO TES: 1. ALL , ROAD WAY EMBANKMEN T 'MA TERIAL SMALL CONSIS f _ ...PR Q IMAaNTL-Yi OF SCIL-_.AN�__BE PLA�E -W-SUCCES-S t VE--- UNIkORM LA YER. NOT MORE I THAN 8 INCgES IN THICKNESS BEFC ff COMPACT.LjCE ON OVER THE EN TIRE R0�4DBED AREA IIN ACCORDA W1 TH VD T 2007 RO , D AN BRIDGE SPjECIFI CA TION 403. 2 ALL FILL MUST MEET 959' COMPACTION. 3 .._. ,. _C�_CO VER_._1C%1775 . T E3E-1MA__.INTAINEDO UFR___�.. ________ �ITARY 4. MINIMUM SEWER MAINS. 3.5 OF, COVER MUTT I 1 BE MAINTJINED OVER l L MAPS I ! ' 5. MINIMUM SE._..ER 1' OF VERTICAL SEPARATION _ &&wILAND _._.1.5' ©F S_EP_ PROVIDED. FROM STORM ARA TION _BETWEEN.__��4_ i & -.- SANITARY 6. VDCT SEWER MUST BE STD. IS-1 !INLET SHAPI�G REQUIRED ON ALL STORM STRUCTURES. 7. VDGT STD SL-1 ,SAFETY SLAS REQUIRED �HERE DROP GRE I. A TER THAN 12' (NO SL - DLIC_TILE....IRON___I4ATERLIN 3 ON SANITARY MHS). _8__...TH POLYETHYLENE NCASEMENT ,IF NEEDED BASED ON SO L CONDITIONS, WHICH WILL BE jTESTED AND (INSPECTED I DURING 9. HDf ACgORDANCE THE CONSTRUCTION, E PIPE SHALL BE INSTALLED WITH VDOT STANDARDS PROCESS. AND BA KFILLED IN AN I REQUIREMEA/TS. I ------ _-CON' 1R- A_CTT_OR.__S1J LL__USE_.S.TONE__BACKEIL .__..MA_TERfAL_ "S___..___ REQUIRED AND HALL INSTAL AND BAC fLL THE PIPS TO ENSURE PROPER COMPACTION AROUN THE PIPES ANl PREVENT Cp4USHING OR !DEFORMING THE STORM PIPS DURING CONSTRUCTION. , 10, TH , CONTRACTOR? SHALL CLEAN AND VIDEO CAMERA ALL THESE VIDEOS T THE OWNER AND ENGIN ER FOR CEN TIFICA TION. 1 ERTICAL 1 SCALE 5 0 2.5 j 5 10 j 20 I E i --- _-_--(---Ili-FEE}- ( ! j 1 inch = 51 ft. 3 � 1 HQRIZONTA SCALE 50 (! 50 I 100 200 ! 46o l 455 .Y 450 4451 4401 435 1 430 1 425 1 420 1 415 1 420 I 405 1 400 1 395 1 C'• CEM• ! i � I I ! ( IN FEET } s 1 r ' I ■ I 1 inch = 5 ft. o I I ■ ff,,ff ! I I I 1380 w , W Lu j I w i i w 1 i =; U)- 511 -! r I of ; Cn 6p 0) N N O o O Ln 1. n^,1 000 m .t m + f 0 O 6D 00 o Im 00 N ,Ln 6p; 6i! u5 tt> 6D n^1 6a ry ry N 6a '6 6n 6D 60 .i m 6p ri r: cti rn m m m .t t t '� Ln �n to � ■ .t .� �- 21+Vyy 21+�[] 21t(1(} �LtjV 1TUV LITV 1[}T6)6l L[}TjV LTVV L3T,V LVTVV LVT�V l f TVV irTaV LVTVV ■ LEWIS & CLARK DRIVE 30 MPH DESIGN SPEED 445 ---- -_ --------------- 440: -_J-------- 435: ' I PT STA:1o+2' 00 { I W PT �LEV: 411.67 ; I PVI STA:10+2 .00 PVI �LEV:4:+62 430'; i K4.50 BV�s:1o+z .ao ! j W PiI, STA: 1o+70 00 BVCE: 41.72 i LOW PT ELEV: 412.52 i EV S:1o+3 .00 ! PVI S,,,TA:11+11.0o VCE: 41 .72 i PVI I LEV:413.34 425 a._.W. E,,.____ > L�C:82.00 ' °o `Ln J + .'11 +� d 20 UW °w W 4 o u ,�u �..._..._.___.._,� _-.-_ _.___._.___ u_ _. W. �..__._Ca 1 w• 415 ? STOPPING 50' LANIDING AT 2% "MAX / ( ! 1.14' 3" WAT - STM i f HIGH PT STA 3.3+23.8 HIGH PT ELEV: 432.5E PVI STA:12+98.8o PVI ELEV:432.o6 K:6.28 LVC:50:00 c°o `6°n I 00 Ln rr_ N ! n m N .t + .t rq Li_I � '"1.17'- B WAT - STM 8" D.I. WAATERL E 1a ! (P) FIRE HYD. ( I 4 i 2.00% i 4.88# ASSEMBLY _ _� - -------- r .-- - ---_ _ -- 8" WT 8"X6"TEE i j ! j - SAN 1-6"' G.V. w ! 1 8" WAT j - STM ❑o� 1 ry OD! ; ! 405 1 r I {P} 12"x8" TEE - -- - ---__ 39 ------_... ... _. .._..._.. 2-12" G.V.! ¢ W 1 1-8" G.V. � i6-15 s Zco W--j r OILLO DRIVE I 400 I j ;________;..___._.__----__._. _ _ ----- __--- ---- ____ I 1 5 MPH DE IGNPED 398 I ! I i ww r. '. ,`an N 00 ,rn W w 0 N N m NLn w 11 E 10+00 10+50 11+00 11+50 12+00 12+50 13+ao 445 j I ?,!LOWPTSTA:12+31.66 j I LOW PT ELEV: 428.55 i PVI STA:12+79.16 PVI ELEV:429.58 K:15.87 I LVC-95.00 440 430 425 I I IIGH PT STA:1j+24.32 W HIGH PT ELEV"48? ER w PVI +0,4 i PVI EL $428.00 435- - q Q_________________.____.---___.-------._-__-_.-_____-_-___-__ 1 °+ LV ;40.50 0 1 BVCS: =+83.82 ( I BVCE:1425.97 I z u) EVCS:1i+24.32 EVCE: 428.40 LOW PT STA: 10+10.02 LOW PT ELEV: 411.79 PVI STA:1o+50.03 I j PVI ELEV:412.59 j LVC:Bo.o1 4" WAT N Lit ! rn cn - SA Ln l .13' o r rn � Qal° 34" WATST 420 + rq Hw �iu u> > m 4" NAT - ISTM 4 51 (P) 4"x4" TEE 2-4" G.V. w >w Ft J pw = N U r` it LO Q � F z� SCOTT R. COLLINS!Z Lac. No. 035791;1:. 440 {P} 8"x8" TEE 3-8" G.V. 8"X6" REDUCER I 430 4.51' 8" WAT Z " SAN 425 ¢ cEnn C ° DZ os W IJ I 420 ~ 5� w z c c Lu 415ce Li 410 405 400 398 13+50 14+00 14+25 0 a 6 2.83' - 4" WAT SANITARY SERVICE LATERAL_ CROSSING i HIGH PT STf :13+5815o . _ _ \ ELEV:436. 0 445 PVC 5TA 1-3+ 6.o0 _ PVI ELEV:4313. K:5.00 LVC:25.00 BVCS:13+33150 BVCE: 434 9 440 EVES-:-13+58 ,o----- EVCE: 436.8 435 ) 4" G.V. TYPE A .OW -OFF i 430 425 420 S DIL'IC} COURT O a. -.__ ,-____-------__ 1 ( Q ! j r- - -- , {P} 4" 90° aENDTo 4" G.V. o I _..____ ____._�LO 15 MPH D E I N S P E D & TYPE AGLOW -OFF 34A ' + I I I _j j I j ¢r 400 z CO ' i 400 wi u 6n rn r+� m o amo w w 't riri C7 17 r � "f w't d ww 10+00 10+50 11+00 11+50 12+00 12+54 13+00 13+50 14+00 14+25 415 I i ;u ; i 1 P) 4" CL. 53 D.I. WATERLINE 1 410 i i1 410 2.a0 9 4., WAT 1 co I - STM C14 o SANITARY SERVICE > J 405 I a i LATERAL CROSSINGS (TYP.) w i a F LLJ Lu u O m U ¢ w J uw i Lu m a a w Ln ? n, uJ w W J W 91 LOW PT STA: 20+80.48 LOW PT ELEV: 440.44 PVI STA:20+93..00 PVI FI FV•,f..3n nn HIGH PT STA: 23+99.76 HIGH PT ELEV: 447.78 PVI STA:23+87.26 PVI ELEV, 447.53 K:12.82 LVC:25.00 I S K:1 , � 5.74 � ; I k LQ'4N PT STA: 22+84.4$ h, o r. h i � s I ( � LUC:58.aa I , ? ; LC>rW i , 1 ( PT ELEV: 444.39 + I mot' I 455 i s � i 1 -f- _.__-.--. __ _... s �_._ f ! BVC BCE: + , f : 20 .oa � HIGH PT STA: z1+ 80 , o.6 59• 44 7 + PVI STA:2 2 $ m VI ELEV: a 445 3 � + v " EVC 21+25.0a HIGH PT ELEV: 442.39 i K:33.72 > uLu E LOW PT STA: 1g+g2.23 44 PVI sTA:21+ $o CE: 1.28 ! 49• V PVI ELEU:44z.2z j I i LVC: 01 m 79 > w SOPPING CONDITION LOW PT ELEV: $ K:g.17 i coIt m � t Ln 50' L4NDING {( y 50 I s -----------------___._________.-____._.__-- I j _�_____.___-.__._.._.s_.�______.__._____ --__.______.__-------__-___ _----- _____._.._____.. .__-- j _----L_. -. _----_.. ! 1 __.-----. ._._. _.._____. - .--------�---------__.___ ___r_._._.. _..-. _-- I HIGH PT STA:18+3g.g2 1 _.__.____.__ ___._.._....__ _._._.._ ,_----.-.__ HIGH PT ELEV.438.43 ; 439 7 I PVI STA:2a+o2.z ___.. 3 a __. LVC:zo.00 I 0, ..._._- - _..._..___...---__i _oo_ ; rntis _-- ---_-_ _ ___ .__'�+ _�-_ r -_ _... ._. _�--.__- - AT s o 2lo MAXMAX--__..._.E _..__-___-; 45 o ' ! I i PVI STA:18+14.g2 •439.97 i PVI ELEV E 1 �- `` Cq C Cq i n w f n w o0 I j PVI EL47:4� 8.1g K:1g.04 ! 'n �• ti i �- i LVC:20.00 + `y i 4 u m rn rn 1 # 11) w FILL' LVC:5o.00 i NCO} N shi N 6 + i V N m I 611 �! Ui �+ V > Lu I 11 445 j I I ; I ; i \ I jj N C71 N l r� Cif 00 j co m r+n m t Cn rl t E w i W u s e i i , W j I I ! �w l I I I 6a°Io 1 1 a e } 1.09' (P) I ` 45 ,� 12 x8 TEE >! � ( a j HIGH PT STA:14+37.47 HIGH PT ELEV: 430.5g �r u I �Lij j i m Ln w � m > w m w I a ( ! 8 �'��� i ? ! ' 1.64' 8 8" WAT -STM I 1-8 2-12" G.V. G.V. 0 44 � " ( / { PVI STA:13+97 47 PVI ELEV: z I ! I i w E ; oo� 2 0% i � �-__.__._.__---------._____�__._._...._. i I' l 6.98' SWAT TM � 1 Itjt 0 E � .T.._.__ . K:11.28 a _._..._._ __-_._ ;_ ' _ ___.-__.-_ _. _______....._.__L_-__.._-_ _-----___ _____...___ 1. _._ s _I I 1 �- _-- __ __-_-----_..-____--- _-- --- _-- - _-�- _____--. _ __i -_ ___ ; O.gS� - _-- _-_.. ___- _• ____.______ , - s ____.____�:-:.m ___ _.__._ __._- --- i T f � i j � 8 WAT ) _ ; SAN I 131 s i j LVC:$a.aa LOW PT STA:1z+o1.53 I ; ( -W_ f I ; ; I 111 i I 1 r., L„ ( h rn LOW PT ELEV: �+? 8" WAT � 27-26 414.72 I 1 I ; -STM i _ HIGH PT STA: 11+6 .00 5 �HIGH PT ELEV. 413.99 --� PVI STA:1z+4o.53 aLn N r'n rn { �+ + PVI ELEV: 1 . 0 4 5 5 r- K:15.g8 U j U 1 ! I z.01 ' 7 i I l 1.19'; _.. _ ._.__ ! 8" WAT ; 5 121 8" WAT ' I � I _------_______. _.__.___. 1 _____' . I . _____. ._____.____ - s .______ _..___ _ _- I i 435 ___.._ .._. PVI 5TA:11+50.00 PVI ELEV: 1 6 K. a3. 9 i 37 9 i > > LVC:7$.o0, m ; u w <c w �t i 1 ; 1 1 I (P) YARD DRAIN { (P} YARD I i ( GROSSING DRAIN I 101 s_ - STM I „ SAN I P} $ D.I.WATERLINE 1 I (P) FIRE i !� i I HYD. ASSEMBLY i i LVC:3o.ao ( ; o as h r1 I 1 I "i CROSSING ! j I 95�� (P) 8 x8 TEE 11g I 8 Xfi , I 1-6 G.V. l TEE I " i ' a rn N ri ri '� 1 ri �Am �w rw m � NI LLI � m W W ` I I I I ! " II I I 23 -22 E - � S G.V.G i I : I P I I u� i U w 3 I > m > I ! (P) YARD DRAIN ! ; ? 2 425 I m w _ 5 -� CROSSING � � s -! i I I i � 21-2o j � ` t � s r s P ------------- I i 2 HIGH PT ELEV: 412.79 PVI STA:11+oo.00 1 1 pl I ya ° j 57 i 20-1 i 9 w �; I PVI ELEV:412.3a i Z J K:1g0.54 g � c�• , ; I 99 !! I ; � 1 j jE 420 I w LVC• oa I ❑ ._ s 35' N sn r, ua h { T_ N ' 1 { I ! I I I I I I ! 1 ` 420 I sri ari rN1 CO Z 0 Li. l ri ( C7 d t m I � 1 1 53 I f 3 I f ii )�1 It 1 5 i i w t 1 1 � i I `t I I 1 I -19 1C7 I 8ii a 9 I r ; ! l ? .r M 1 j I I ? 0o j I ; i j I I ! j ' i o '' co � W j 4:LO f w j 1 j_� w I J ' �g � E ❑ Qi w� 13g z, i � � � ; I 1 w ¢W � CD r " 2d'w ; I wW I �- q 1 ' I � 1 ow � .if I = j I i I I I , � i , ; I �w ! I ow I V � j rrw gW U � I ( Z� j 16.1-16 ' i �N j i i 1 �# CO! I i S� 1 r O P 8 WATERLINE } i ___ __-_ + I + !of + 9 +! 405 _ CROSSING _ I..__.._ r f f N I ?® 1 z i z N I i z � f ( z I ; Z L� ; Z i 402 402 z� - - 1 - - - rt z� �,,•� N N 0. N m _t w 00 m at �t ri j N N (n m N m CR CO N 4- N 4 - `� .t 4n 00 h+ f fi m at 4� h W 41 00 mCq C* 3 O r rt1 hj en .i- m t `� 00 O . o C) Y N Qt d m try r,.} try LD O m Ot k p N at tj LO m Ln m .t `t' t .t 4 CO ;D CR h r�i . t j ^� f .t i 1o+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+a0 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+SO 19+00 1 19+50 20+00 20+50 GIRARD DRIVE 15 MPH DESIGN SPEED 21+00 21+50 22+00 22+50 231+00 23+50 24+00 24+Sa 25+00 25+2S I 1 NOTES: I. ALL ROAD WAY EMBANKMENT MATERIAL SHALL CONSIST PRE06�INANTL Y OF SOIL AND BE PLACED IN SUCCESSIVE UNIFOgM LAYERS NOT MORE THAN S INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 2. ALL Fl�_ L MUST MEET 95% COMPACTION. J. MINIM M 3.5' OF COVER MUST BE MAINTAINED OVER SANI T , R Y SEWER MAINS. 4. MINIMIM 3.5 OF COVER MUST BE MAINTAINED OVER W/L MAiN.S. 5. MINIM M I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 6. VDOT - TD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 7. VDOT .�, TD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREA 7R THAN 12' (NO SL - I ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDI ONS, WHICH WILL BE TESTED AND INSPECTED DURIN13 THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRf4CTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENURE PROPER COMPACTION AROUND THE PIPES AND FREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE C NTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER TIFICA TION. VERTICAL SCALE 5 0 2.5 5 10 20 I ( IN FEET ) 1 inch = 5 ft. , HORIZONTAL' SCALE 50 I 0 25 50 100 200 ( IN FEET' } 1 inch = 50 ft. SCOTT R. COLLINS�4 7 Lic. No. 035791,E s � I E NAL _ z C ❑ cn 0 z Q Ln j z z w M W Ce u gm Ln 5- z 0 w U 0 z u Ln u w J Lu D_ � o w w Ln ce w V) w •i �� fi t - r 475 470 465 e 455 450 445 440 LOW PT STA:11+12.So i LOW PT ELEV: 433,33 PVI STA:11+5o.00 PVI ELEV:434.08 K:15.g6 -------�. - - - --- - -- LVC:75. 00 -_ Ln OD rirn r: � C4 rn -OW PT STA:10+10.0o I r 't LOW PT ELEV: 428.65 tA j ui y PVI STA:10+35.00 .-----__.._.__ PVI ELEV:429.15 Ka5.o0 LVC:50.00 ' O �D } O rn cI . _._�_s_ 0 + r j � r ow jow f I� U �(A U { > m i Lu !! Ca W k HIGH PT STA: i1+o .00 HI H PT ELEV: 43 .08 j J VI STAao+87.5 PVI ELEV:432.8 K:5.00 co LVC:25.00 �t I o o w € Lm ri p rn Q w + + U a a+ Li.i � Lu i Z�. +r L' > > i OJ j m W 435 O m w H GH PT STA:12+43.69 IGH PT ELEV: 439.62 I PVI STA:12+18.69 PVI ELEV:439.14 K:g.16 LVC:So.00 { 01 � k } v w f (P) FIRE HYD. ASSEMBLY j 8"X6gg" TEE, 1-6" G.V. i 1 y _Z 00 - 8-" m WAT STM (P) FIRE HYD. ASSEMBLY i Ooio j i I 6"X6" TEE, 1-6" G.V. ; P) 6" D.I. WATERLINE I i 67 430 I _ __ (P) 6"K4" REDUCER -._ ' _ (P) 8"x8" TEE 2.�O% { w 3-8" G.V. i ! 1 > 8"X6" REDUCER (P) 4"x4" TEE i 1.17" f co b� 2-4" G.V. 6' WAT l j 1 425 _ -STM.__..._ + M 1 r (P) 4" CL. 53 D.I. WATERLINE 135 ©�<_ Lu ! 422 I z {n w W W r� f O 00 `� h -j J ri ri W w m ONo Ln rm*1 m 00 w LL 10+00 10+50 11+00 11+50 12+00 12+50 8" D.I. WATERLINE wr LLJ _ LO ULq LO O+ 0. r � Q HIGH PT STA:14+99.04 HIGH PT ELEV: 444.35 _ PVI STA:14+74.04 PVI ELEV:444.02 K:82.o2 LVC:So.00 1.0 o I� a !m u m 1.28' 8" WAT - STM L(P) FIRE HYD. ASSEMBLY 8"X6" TEE 1 6" G.V. (P) 8„ x6" TEE 1-6" G.V. } 4 i 1 � i -_-__..__`HIGH PT STA:17+72.33_____.._. HIGH PT ELEV: 447.67 ! PVI STA:17+75.00 - PVI ELEV:447.94 K:27.11 LVC:7S.g2 +.t + + + Hw ' rq u Sri V x '130% (P) 8"x6" TEE 2-8" G.V. 1-6" G.V, 1.10' 8" WAT - STM (P) AIR -RELEASE VALVE- j 1 (P) FIRE HYD. ASSEMBLY E:3i►:{3ir� b 1-6" G.V.i N i w ( ( �w w + ! ¢ r- rt+p CO - HIGH PT STA:19+75.29 HIGH PT ELEV: 444.94 PVI STA:20+00.29 PVI ELEV:444.56 K:17.49 LVC:So.00 we i am- N(It n N Li.i - U > V w °° > m ! uj (P) 8"x4" TEE 1-4" G.V. i 1.32 I. 8" W T (P) FIRE HYD. ASSEMBLY - STM 8"X6" TEE I I 1-6" G.V. I R r p O cOo , rn 1p 0) rn Ln It Q rn m ID 04 co co 4 "t - `IT `t ..# � 4 t 7 't 't 4 � 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 19+50 20+00 ALDRICH DRIVE 15 MPH DESIGN SPEED VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET } I inch = 50 ft. 5.10' - 8" WAT - S�N 2�21f 20+50 LOPT ELEV: 431 PVI;STA:21+77.40 LOW PT STA: 21+18.00 PVI ELEV:438.67 LOW PT ELEV: 43g1.86 K:z 50 PVI STA:21+00.00 LV 1O.0o PVI ELEV:440.22 K:15.27 LVC:36.00 BVCE: � EVCS' 438.77 21+82.40 EVe� E: 438.77 4 0 0 o w 475 470 465 46o 455 450 O 0 O OR i co rl °° m a445 0 L�1 > I U. STt PPING ! a j 0° w w CONDITION m 50' L NDING I ! AT % MAX 2.�O% 440 (P) 8"x8" TEE i 3-8" G.V. ? } ! ' 4 E ` � e 1435 WAT { ( f STM 1.66' 8" WAT ; 0o i -STM of ; } o 1�' M O .� 43 Lu t1S w w '(P) 12" 8" TEE w fl T ! 2-12" G.V. 1-Il8" G.V. o ! .c� + I v i 425 tV Z (n ! N 422 01 fn v. cri 21+00 21+50 22+00 22+50 22+75 __NOTES: I. ALI1 11 ROAD WA Y EMBANKMENT MA TERIAL SHALL CONSIST -DOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THI I,KNESS BEFORE COMPACTION OVER THE ENTIRE RWBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AN) BRIDGE SPECIFICATION 30304. 2. AL>l FILL MUST MEET 957. COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SA1, 1TARY SEWER MAINS. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WIL MAINS. 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1. 5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 20 6. VDq)T STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STgUCTURES. 7 VDOT STD SL-I SAFETY SLAB REQUIRED WHERE DROP GR�A TER THAN 12' (NO SL-1 ON SA NI TAR P MHS). 8. THq DUCTILE IRON WA TERLINES 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 200 AC ORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS j 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 CERTIFICATION. i TH 6,�lT SCOTT R. COLLINS Z Lic. No. 035791,- ` ORAL � oJ Zuj:` CO F 0 0 Z (n : Q L H Ui G � E U) w oC t t ui r t ce t H i z U) 5' z w u 0 z 0 ' Q J Lu 0- w LLI u' J ui 470 10 •0 455 450 445 >- Lu___.____ E �w n t3 LOW PT STA: io+1o.o5 I 0� c LOW PT ELEV: 425.35 9 + PVI STA:3.0+58.20 440 PVI ELEV:426.31 K:15.00 i1 z U)i LVC:96.30 � Ln m k 435 j Ln rq N + 0 •. > T m 430 H I G H PT STA:12+15.64 HIGH PT ELEV: 442.80 PVI STA:11+96.64 PVI ELEV:442.42 K:5.95 LVC:38.00 _ Zi N i j LA rf N �w rlu.i jm }w _� --. w _ "4.10' 5" .WA7 SAN 470 465 .e 455 450 445 ----------lam (P) 8"x6" TEE 1-6" G.V. I 435 430 �� 0 ? "' 425 2 P) 6 D.I. WATERLINE Lu w I oW 8" WAT j O STM I s (Z N j I 420 I 0 + I._ _ 1 420 (P) 6"-900 BEND TO d d FIRE HYD. ASSEMBLY- 1-6" G.V.J551 ± z ( I 418 wLu to o r°r rrl w ui N to %D W 11 10+00 10+50 11+00 11+50 12+00 12+50 12+75 ALDRICH LANE 15 MPH DESIGN SPEED 430 470 465 E i { 6Q i j I I LOW PT STA:1o+lo.00 LOW PT ELEV: 432.6o 455 I PVI STA:10+54.00 PVI ELEV:433.48 K:15.o5 LVC:88.00 j 0� 0rq 450 ° + rn I rn -------_-_____.. w'- . ._.__._...._._.__._._+_ U, m m w 445, CV LI Qw 440 - --- _. �o U' 4 zU l 40 tidy/ HIGH PT STA:12+90.02 HIGH PT ELEV: 446-18 PVI 5TA:11+68.02 PVI ELEV:445.74 K:5.03 LVC:44.00 I a 0ri `++ -it + -t 4.72' 6" WAT - SAN 470 465 46o 455 450 .00% 445 (P) 8"x6" TEE 2-8" G.V. -6" G.V. r 440 435 _.. ___..._.__... _ _i '`--_.___ . 435 2.00 � C> I i wj> I >f J 430 �{w - 1430 U O P 6 -90 {) a BEND TO 61 WAT P) 6" Q.I. WATERLINE o + FIRE HYD. ASSEMBLY l Cv 1-6" G.V. - ,STM r a 425 58A z � d 425 ww Ln 0 rt rn en r°crs LI w ,~t It N t� It as l6 Nt 10+50 11+00 11+50 12+00 12+25 GIRARD WAY 15 MPH DESIGN SPEED 465 465 46o 460 ! , j�HIGH PT STA:11+71.01 1 i I HIGH PT ELEV: 446.95 j s PVI STA:11+54.76 j PVI ELEV:446.62 LOW 455 PT STA:10+so.16 K:5.02 I 455 LOW PT ELEV: 437.09 _-._ ;___-_ LVC:32.50 1 PVI STA:10+52.16 ! ri Ln PVI ELEV:437.93 �, N j o rn KaS.98 ' °fn ' n � s I LVC:84.00 + + i rl� �! Ul v 450 I 0 i > ! u > 450 - 0 .__.. ........ - - - Nt m W rl O LJ 1 f U t i tta > cii I .0o > I > 445 j m Lu i 445 w --- >COJA 0 0 {P) 8"x4" TEE of o ( 5a 1-4" G.V. + CV 44090 ; 440 Z 0 - j (P) 4" CL. 53 D.I. ❑ W C WATERLINE � co 435 I ; of c ; 435 _ _-_.__--. _.-._-- -� ----- ------_.___-.._ n 1 (P) 4"-90° BEND TO 4" G.V.- & TYPE A BLOW -OFF 432 432 i 97 _ ww LA 0 a 00 W W m '6 ri w ILL 10+50 11+00 11+50 12+00 GIRARD'TERRACE 15 MPH DESIGN SPEED ww Ln �°0 LOr- o(D aLn W Ll- 4 `t d d dN 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. i HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft, j k I 470 I , 465 I I I 460 ...... -t - O PT STA, 10+1 oo PT STA.10+42-50____. L PT ELEV: 44 ,78 LOW PT ELEV: 447.28 PVI STA:so+1 0o PVI STA:Sa+65.00 PVILEV:44 •73 PVI ELEV:447.73 K: 'So K:15.00 455 L_LVC 1 -00__ __..._ LVC:45 00____- BVCi : 10+1 00 0 OD 7 Ln BVCE:44 '.83 C � a,, 1 EVC5:10+2 oa + 4 + a� EVrCE: 44 ' :83 H w ° w450 y. ( >k U > i m`-----____.___w 445 j-2.00%H,"- "(P) 8" NH o�p 1-1 SCOTT R. COLLINS'Z Lic. No. 035791,E 101V L 470 f 1 465 z - _ 0 � a Iu Ica c 6a z -J U �■■� > �U) z c H Ce L ram,,, c 455 "� / 1 ! ce 450 445 440 I �33 ! 440 > 4 w ,,,,, 9 d iEw I I : f k o , 435 _ _ + d' 435 _.__ C7 { # i 432 I z I 432 L>u w rr a rn rn °,° Luu w r. OD rn tit Ln w LLLL t st ri 10+00 10+50 11+00 11+50 12+00 12+25 GIRARD COURT 15 MPH DESIGN SPEED NO TES 1. ALL R©ADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNCSS BEFORE COMPACTION OVER THE ENTIRE ROADBrD AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND RIDGE SPECIFICATION 303.04. 2. ALL MUST MEET 95,%' COMPACTION. flL J. MINIMUj 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 4. MINIMU'r 3.5' OF COVER MUST BE MAINTAINED OVER WIL MAINS, 5. MINIMU' I' OF VERTICAL SEPARATION FROM STORM SEWER & WfL AND 1.5' OF SEPARATION BETWEEN WfL & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUC FURES. 7. VDOT �TD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POL YEFHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDI LIONS, WHICH WILL BE TESTED AND INSPECTED rDURINq THE CONSTRUCTION PROCESS. 20 9, 11-IDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN IACCORPANCE WITH VDOT STANDARDS AND REQUIREMENTS CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS 1REQUIPIED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES I AND PTEVENT CRUSHING OR DEFORMING THE STORM PPIPES DURING CONSTRUCTION. 10. THE C o NTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL ;PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE zoo THESE VIDEOS TO THE OWNER AND ENGINEER FOR j CER TIF'CA TION. o i d I i } z 0 Lu u j 0 z U S 0 a uw J >Y r 0- � i w uJ Lla � C � MH4 STA:14+52.36 RIM:4o1.50 INV IN. 397.00 TO MH5 = INV OUT. 391.75 TO MH3 ! O co o00 rn CO + oE- m 0a =Q aQl - w Sp4za'�1 w z_ �g4? Q CL - 6.24'� SAN- Z g STM I� ID i mry R2P z o I 7©U F- l 1' ! MHg STA:18+74.77 - -- --C ._ RIM:431.50-____. INV IN. 423.2o TO MHgA INV OUT. 423.00 TO MH8 E MH8 STA:17+gg.62 RI M:427.44 ' INV IN. 418.43 TO MH8.1 I INV IN. 418.43 TO MHg ! INV OUT. 418.23 TO MH7 _-.__ . ___- __ __._ ____..____._ . MH7 1 STA:17+49.29 RIM:422.83 INV IN. 413.03 TO MH8 MH5 j/ INV 0UT. 412.83 TO MH6 STA:15+28. zg - - RIM:410.25-- INV IN. 400.45 TO MH6 I INV OUT. 400.25 TO MH4 i � 1 j MH6 ---r---- _. 5TA:15+93.35 RIM:411.50 1 i INV IN. 4a1.62 TO MH7 INV IN. 4o1.62 TO MH1S INV OUT. 401.42 TO MH5 ! 34A 6" WAT SA 37 ���,� 'o SAN _STM i AN SC AAI \ 1 j LB" DIP SAN ij 61.3.6 LF @ 3..59% -STM 1 I 8" DIP 71.83 LF Lia 4.52% gOTE: DROP CONNECTION REQUIRED 3.82' I 135 14" WAT SAN 1.29' $„ SDR 26 PVC SST AN 73 $$ LF �' 1.42'1a 8" SDR 26 PVC - 71.15 LF @a 6.42% 4.60' 8" WAT - SAN i 1 j � i � /-� ---------..___ .. ____..._.._...._ - i-------.-__ _ _.._-__.- e -� _r�..._.. _-__ ------__ ____.__._- _- --,.----.---.-. __.___....._ ..--------- ___...___, __ _ _ n Ll -__ ___.. _._.__._.._ __. _,._---__.__ __.._ ___.__ ___ ...._t__. _ SCOTT R. COLLINS"Z U Lic. No. 035791 IorrAL 46o MH9A I ! MH12 STA:ig+52.65 - -; MH13.- .. -. ---- --i--------------- STA:22+44.65 RIM:434.38 ! STA:21+39.97 i RIM: z RIM: 1 z 443- 5 INV IN. 424.4$ TO MHso 44 5 I INV IN. 434 So l Q MH13 INV OUT. 424.25 TO MHg INV IN. 433.12 TO MH12 INV OUT. 434.30 TO MH11 - INV OUT. 432.92 TO MHso 3 � --- -------- ------MHso -- -- - -- _ .. - _-- -- ......... __.-- --- -- ?- ---- - - -- - STA:2o+20.56 RIM:438.58 INV IN. 428.62 TO MH11 INV OUT. 428.42 TO MHgA j L25 j 1.61'3.88' ` STM8" WAT-SAN - SAN - - - -� -- „ - ---- - - - - -- - - - --} -- - --- g SDR 26 PVC 3.84 47 LF 1.11°/, 2.39' j $" SDR 26 PVC I -STM 1,1796 i -SAN F loo.6g LC P� C ( j ND 1. ALL I ROADWA Y E BANKMENT A TERIAL SHALL CONSIST ' BE PLACED VE PREI OMINAN TL Y OF SOIL AN UNIf ORM LAYER NOT MORE 'THAN 8 INCHES I IN SUCCESS IN THICKNESS BEFOPE COMPACTION OVER THE ENTIRE ROADBED AREA (N ACCORDANCE WITH VD 2007 ROAD - 2. ALL FILL MUST MEET 35,E CO PACTION. J. MINI,rt�lUM 3.5' OF",COVER MUS SANITARY SEWER MAINS. BE MAINTA WED OVER j 4. MiN)j UM 3.5' OFF COVER MU7 BE MAINTAINED OVER V IL 5. MINIMUM 1' OF VERTICAL SEP�RATION FRdM STORM SEW�R & W/L A D 1. 5 OF 4EPARA TION ETWEEN W/ & SA11,ITARY SEWEh�MUST BE PfOVIDED. 6. VDOT STD. IS-1 VNLET SHAPIJG REQUIRED ON ALL STORM STT CTURFS. _ 7 ----V O��--S,TD--_ SL--.1--- . AFE-T-Y SL -R t (�lREQ--!! I I IERE -DI O I . ------ GREATER THAN 12' (NO SL -11 ON SANI TA Y MHS). 8. THE DUCTILE IRON WATERLINE SHALL BE !WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED B� SED ON SOk CONDITIONS, WHICH WILL BE ESTED AND 'NSPECTED DUf ING THE CONSTRUCTION PROCESS. E--P1PE Sl4AL'- �F INSTAL EQ AN€� -BA AN5 KFILLED-IN__ REQUIREMENTS. _ ___ ACCORDANCE WIH VDOT STANDARDS CONTRACTOR SHALL USE ST REQUIRED AND $HALL INSTALr E BACKFILL� AND BACKr,_1LL MATERIAL A�5 THE PIPt _ TO ENSURE PROPER COMPAC !ON AROUNDI THE PIPES ANC, PREVENT C USHING OR �EFORMING 7"HE STORM -5' - PIP - DURING C 10. THE CONTRACTO SHALL CLEAN AND VIDE9 CAMERA A L PIP�S AFTER CO STRUCTION �S COMPLETE AND PROVI47E THESE VIDEOS TQ THE OWNER AND ENGINEER FOR ! CERITIFICA TION. MH13 STA:24+33.12 RIM:445.92 INV IN. 436.75 TO MH14 ; 455 INV OUT. 436.55 TO I MH14 STA:25+40.44 RIM:447-25 INV OUT. 437.42 TO MH13 4501 VERTICAL SC I ( IN FEET } 1 1 inch = 5 ft. I � HORIZONTAL SC 50 I 0 25 50 100 9 ' 1 inci = 50 ft. I j 445 i 4.59' i 10g j R 8" WAT 1 2.28' o .ST�vi___-_.___ 44 -SAN i M � 8" SDR 26 PVC 103.32 LF i?a o.65% I 435 G�. llm'lm 4251 NG GRAD 4201 j435 . -- -- --- _- --- 415 MH8 I PROPOS S A:17+99.62 I RIM:427.44 1 INV IN.418.43TO MH8.1 INV IN. 418.43 TQ MHg-------____ 1F10 INV OUT. 41 .23 TO MH7 ! � I 425 1 405 j I i 400 395 2a..__.l____...._- ___T_ 390 200 s ! 3$5 I z ( } ' ! 1375 ®� Dui i + W ! ! € ! O _ __.. I_____-----------------37 � _! STA. 'I$ 99.84 ---__.__--- .t-----.�._---._-.___.._ __-- � - ' ?DUAL 1 D'X6' BOX CULVERT e Z ! _ ___ _._. _.. _. _�_ ��._ i I I I I I CROSSING INV-371.89 368 ri t. N ui O O m ri � Q N Ln m O w N M O m n ri 00 M � 00 Ln O O m O Ln O w O Ln m c0 m N 01 Ln m ri Lt1 s D c0 O 0) .t O 00 M L n L n Ln Ln m .t N OS iD N 0) LO Ln m ri Ln CO O ei tO M m 00 vi N I\ kO O ri N r, �} ri Pr Ln O'1 00 O � ri co N ^ m 0 .t m ."h tO LJ'} m co ry c6 0) m 00 of O ri 0 N ri ry m tYt iy m ry .t m Cn m rn k m %D t cn .i 4 tD r' .t w t � .t d IP13+oo 13+50 14+oa 14+Sa 1S+oo 1S+Sa It 16+oo 16+5o 17+00 17+50 18+oo 18+5o zg+oo 1g+50 2a+00 20+50 21+00 21+So 22+00 22+5a 23+0o z3+So z4+ao 24+50 25+00 25+50 25+75 MH14 - NORTHFORKRPS-2-1 ww w uui wLei MH8.1 STA:11+43.91 RIM:435.87 INV OUT. 427.00 TO MH8 (0y3�o 420c3 ! 1.52" STM I -SAN! # 141,5 F412 � r Q u z X in z O Ef) ¢ z � ce e W i c y N! }uj z z C) uj o 0 � u d � U) U duj w LLu caJ 4) > Q Cuj uJ Ln ce «� co Go m rq 445 44 L9 I`,- Lu z cyi Ir--� 435 CD C 0 o 430 H� a w C3) o N o 425 W ' o � �z ui _jz o` �w < 420 > uj ~` z ui�Z u Li 0v o "- L9�yr 0 o 415 --� r) a a 412 M LLJ ry r/ 00 p O m a 100 CL V) I �. Cal N ` It w -0 0- 0 20+00 10+50 11+00 11+50 11+75 I.- > o Ln U � MH8.1-MH8 �=.� 465 455 450 445 MH2s STA:26+22.92 RIM: -------__ 435.58 I INV IN. 427.7o TO MH22 j { i INV OUT. 427.5oTO MH2O EXISTING GRADE I ii STA:15+46.24 i I I I I ----___�_ _. _.. _ ___.__._._.._. __._.._ ..__ RIM:434.33._____1.-- ____.p___ (-� _ INV IN. 426.0o TO MH2o.s INV IN. 426.00 TO MH21 I INV OUT. 425.8o TO MHsg I � I MH19- I 4 STA:s +97.7 6 RIM:433.25 INV IN. 424.7oTO MH2a1 INV OUT. 424.5oT0 MHs8 j 440 MH18 j I STA:13+6i.6o RIM:430.50 MHs7 ; I INV IN. 420.7o TO MHs8.s STA:12+77.19 j i INV IN. 420.7o TO MHsg 435 I I RIM:425.92JNV OUT. 42o.5oTOM Hs7.w__.... INV IN. 414.95 TO MH3.8 I I I INV OUT. 43.4.75 TO MHs6 f MH16 430 STA:ss+g6.68 ; INV IN. 4o$.00TO MH16.1 MH6 INV IN. 408.00 TO MHz7 ! I r2. ; STA:1 + INV OUT. 407.8o TO MH25 ? ! 5 93.3E 3.90' ! {i i I RIM:411.50 I I 44A YD 425 I__..._(1._5")INV IN. 401.62 TO MH7INV IN. 4os.6z TO MHsS y j 425.33' -SAN INV OUT. 401.42 TO MH5 i -SAN C i ll 42p MH2 i 53 i �321g1. STA:1o+68.38 I RIM:413.33 j I I INV IN. 402.28 TO M Hs6 �lC, INV OUT. 402.o8 TO MH6 i Zf°eb!3° Ii 2.81STM 1 9 -SAN 0' ---- 410 405 STM STM - -SAN ( 78' 3 WA -I SAM 3.97' TM 139 r'' -Q �6'JOj-o(si 1, , /ti j , 4-1 s o�-F{@1 o ,l $" 5DR 26 PVC 64.38 LF @a 0.720A ! 3.60' 1 I 46A YD _..._..__ �.... __ -SAN_ I $„Sp��P86°!o i 8&00 i I _ . _.--L_-- _ ____..__.-.....__ 8" SDR 26 PVC 62.68 LF �7a 2.39% ! � i 8" SDR 26 PVC 44.48 LF Qa 2.47% I cD4 ! ri Ln N O m'D N ^ O ~ a Ln Ln ao r. m m m m Ln .� ? at a1, tD jy Ti c6 M r. 00 6 ri cv rn �d N u1 m c6 20+00 10+50 11+00 11+50 12+00 22+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o MH24 I STA:3.9+58.56 I i RIM:441.33 MH22 -----' ---- ---..- - --INV IN. 431.33TO MH25 STA:17+02.92 � � INV OUT. 431.13 TO MH23 , RIM:437.33 ! j INV IN. 42g.5o TO MH23 INV OUT. 429.3o TO MH2s I i l I j M H 23 STA:18+oa.s3 I RIM:438.83__jj,[ INV IN. 430.33 TO MH23.1 - - I_ _..._ _ .__ _ INV IN. 430.33 TO MH24 I INV OUT. 430.13 TO MH22 .. WAT TT SAN 1 = E I E 4.00' 8" WAT A r - SAN �� I 3.96' -� - 2.25' ELEV. 435.2 STM ST STM j I -SAN -SAN i -S, -SAN i ' � s sDR 26 PVC 8„ SDR 26 PVC -__. ..._____ _._____-__-. g$,go LF 0 o.650A--- 8" SDR 26 PVC 154.44 LF @ o.520Aa 93.21 LF @ o.689ra MH26 STA:22+66.29 RI M:445.75 INV IN. 434.2oTO MH27 INV OUT. 434.00 TO MH25 MH25 STA:2o+6s.46 RIM:441.58 INV IN. 432.17TO MH26 ------- INV OUT. 431.97 TO MH24 2.54' __STM--. -SAN 8` SDR 26 � V °lo 200.83 LF 01 M ri M 4n GO m N � O 00 �t N gay Lt7 t .1 � m m rn Ln m Ln m un m 41 't o't 't `^i �� Nt It 4 't d- �' i of .t `t � � t � f ^r 't 17+00 17+50 s8+oo 18+5o sg+oo 1 I9+50 20+00 20+50 21+00 21+50 MH28 - MH6 VERTICAL SCALE 0 o rn N 22+00 22+50 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. I I ' , I MH28 465 STA:25+12.83 i RIM:46i.00 INV OUT. 445.00 TO MH27 $$„ -,OR 26 PVC 66.541LF @ 1.20% MH27 STA:23+36.84 RIM:447.34 INV IN. 435.2o TO MH28 INV IN. 435.20 (FROM 8" STUB) INV OUT. 435.60 TO MH26 r� - Yq 101* �' S9 NIX ygg 455 450 TH 07 gyp } SCCTT R. COLLINS� Lie. No. 035791,E 445 m t tr C Le) Co 440 0 F4 a p iu> SDI}; e Q z t t 435 u c ce E 430 y L f j z Lu uj O z t3 ul < 0 < J w 3 tip m ul J 'y u' ul I i ! 425 00 00 CO Ch ----------- i i 1 � I � i 20 I i j s 43.5uj cY !cyi1--1 410 CY) , E I N O ch a C) U i 405 ID uj CN 00 1 a 400 Ld c � w ul) Z CD 398 j L� o w �m oz m0 ^00 00 � LL �_j O h ri O ri N op �• p a LL 23+50 24+00 24+50 25+00 25+25 NO TES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE L/NlfORM LAYERS NOT MORE THAN 8 INCHES IN THI KNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPEGIFICA TION 305. 04. 2. ALL FILL MUST MEET 957 COMPACTION. J. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WIL MANS. 5. MIN UM 1 OF VERTICAL SEPARATION FROM STORM SEDER & WIL AND 1. 5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 7. VDO�T STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GRE TER THAN 12' (NO SL -1 ON SANITARY MHS). 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 9. HDIfE 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 rFNSURE PROPER COMPACTION AROUND THE PIPES ANq 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 CEI TIFI CA T1ON, 470 j f L 470 s 1 i i I j I s I465 ' 46a s i 460 455 �- EXISTING GRADE i __-- 455 � i I 45a -�._.._.._ _.-- ---- .-_i.___ ..._.... 450 ' i s 1 445 i _ E 445 440 I 440 ( I STA=+88.5o 1 RIM:433.50 I I INV OUT. 423-75 TO MH16 435 _._._. 435 I PROPOSED GRADE a i s 430 3 i MH16 I___STA:11+g6.68 �___ _._.._.-_---._-.- -+ -�---------I i � 430 R1M:418.50 I � INV IN. 408.00 TO MH16.1 INV IN. 408.00 TO MH17 INV OUT. 407.8o TO MH15 425 j 42S 420 i j i i 42a I � i 415 415 i 410 s ___--.._.._.._--.' 41a I , 405 ; i j 405 WW W W rl �i 00 Ln °Ln e` Ln L7 L7 W LL `t H 10+00 10+50 11+00 11+50 12+00 12+25 M H1f .1- M H16 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 470 465 EXISTING GRADE , 46a 455 MH18.1 STA:11+44.86 450 RIM:443.50 INV OUT. 436.00 TO MH18 445 440 435 430 425 420 418 MH18 STA:13+61.6o RIM :430.50 INV IN. 420.7o TO MH18.1 INV IN. 420,7o TO MH1g INV OUT. 420.5o TO MH17 (0 o 0 2i�.39" I 4AYD j 5"") ' ELE 426.0 470 465 46a 455 450 445 440 435 430 425 420 4S8 W W Gl 0 r4. _! J 10+00 10+50 11+00 11+50 11+75 MHA.1- MHA 460 I 9 I I46ol EXISTING GRADE 455 f � � MHz0.1 STA:11+42.00 j RIM:444.50 450 INV OUT. 438.5o TO MH20 ! 450 MH2O STA:15+46.24 i RIM:434.33 INV IN. 426.00 TO MH20.1 ; I 445 i INV IN. 426.00 TO MH21 --- ---------__-_-� 445 INV OUT. 425.8o TO MHig i s ! PROPOSED GRADE E 440 -.---._- 0 435 ' I 435 -- ---i --_ ; --- -- .. - ------------- ---_ �CO 430 i � ,�`�� �`� ��o0 � I 430 } - -- -. _ - --- 425 -- ----- I ! I -------- ----- j z 4 5 422 i 22 4 WW cc, ri ' ri o W W u ,I1 LA m Ln Ln Li, Lei L LPL. 10+00 10+50 11+00 11+50 11+75 i I MH20.1- MH2o MH23.2� STA:11+80.68 46o RI M:446.67 _INV OUT. 435.5o TO MI23.1- EXISTIN GRADE � I 455 I STA:11+04.07 I RIM:44.So i INV IN. 435.1z TO MH23.2 MH23 INV OUT. 434. j2 TO MH23 I STA:i8+oo.13 1 RIM: 8.8 INV IN. 430.33 TO MH23-1 INV IN. 430.33 TO MH24 ; PROPOSED GRADE 4 INV OUT. 430.13 TO MH22 { j 1445 440 ml 8'SDR 26 PVC 72.6-1 LF @ 0.52% 43 430 ; 428 `� W W rn o o cp rorl W W 00 Ln Ln NY � tp W LPL 10+00 10+50 4+00 11+50 MH23.2 -MH23 ,TH SCOTT R. COLLINSZ Lic. No. 035791,E ZONAL Eli z ! zuj{ Z Q A H W E - { F■1 t L i 460 U) i z ? U LLI fl j 0 � s - � Lil J = CL � W W In i W � W LLI m � `" °' 455 a N 450 445 440 435 430 428 12+00 12+25 NO TES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS t EFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDG [- SPECIFICATION 303.04. 2. ALL FILL MIST MEET 95% COMPACTION. J. MINIMUM 3.�§' OF COVER MUST BE MAINTAINED OVER SANITARY 5'EWER MAINS. 4. MINIMUM 3.1-' OF COVER MUST BE MAINTAINED OVER W%L MAIMS. 5. MINIr41UM 1' OF VERTICAL SEPARATION FROM STORM SEWER & WVL AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. I`S-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 7. VDOT STD 3L-1 SAFETY SLAB REQUIRED WHERE DROP GREATER TIfAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDI T10NS,! WHICH WILL BE TESTED AND INSPECTED DURING TH4 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 ND SHALL INSTALL AND BACKFILL THE PIPES TO ENSUREA PROPERCOMPACTION AROUND THE PIPES AND ; PREVEI T CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE G'ONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTE� CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEVS TO THE OWNER AND ENGINEER FOR CER TIFICA TION. Structure Area Cw t` (Acres) (Min.) 2 0.00 0.30 5.0 4 0.00 0.30 5.0 4B 0.00 0.30 5.0 6 0.15 0.75 5.0 8 0.12 0.75 5.0 10 0.17 0.85 5.0 12 0.16 0.85 5.0 14 0.06 0.85 5.0 16 0.08 0.75 5.0 18 0.28 0.75 5.0 20 0.29 0.75 5.0 22 0.15 0.85 5.0 26 0.10 0.77 5.0 26B 0.22 0.75 5.0 30 0.31 0.75 5.0 32 0.18 0.85 5.0 34 0.22 0.85 5.0 34B 0.27 0.85 5.0 36 0.33 0.84 5.0 38 0.10 0.85 5.0 40 0.21 0.80 5.0 42 0.22 0.80 1 5.0 44 0.53 0.63 5.0 44 STR 0.20 0.80 5.0 44A YD 0.14 0.55 5.0 44B YD 0.09 0.50 5.0 44C YD 0.10 0.50 5.0 46 0.45 0.66 5.0 46 STR 0.20 0.80 5.0 46A YD 0.06 0.55 5.0 46B YD 0.08 0.55 5.0 46C YD 0,11 0.55 5.0 48 0.36 0.77 5.0 50 0.27 0.77 5.0 52 0.18 0.80 5.0 54 0.22 0.80 5.0 56 0.27 0.77 5.0 58 0.18 0.80 5.0 58B 0.20 0.80 5.0 60 0.00 0.30 5.0 62 0.26 0.76 5.0 64 0.04 0.63 5.0 66 0.04 0.80 5.0 68 0.18 0.80 5.0 72 0.17 0.80 5.0 74 0.27 0.80 5.0 76 0.07 0.80 5.0 80 0.00 0.90 5.0 82 0.00 0.90 5.0 84 0.25 0.85 5.0 86 0.23 0.66 5.0 88 0.04 0.75 5.0 90 0.00 0.90 5.0 92 0.32 0.73 5.0 6 92 STR 0.21 0.90 5.0 92A YD 0.11 0.40 5.0 94 0.16 0.75 5.0 96 0.14 0.80 5.0 98 0.18 0.77 5.0 100 0.35 0.66 5.0 102 0.02 0.90 5.0 104 0.18 0.77 5.0 106 0.13 0.85 5.0 108 0.10 0.90 5.0 110 0.04 0.90 5.0 112 0.20 0.65 5.0 114 0.14 0.85 5.0 116 0.16 0.76 5.0 118 0.10 0.66 5.0 120 0.35 0.77 5.0 122 0.30 0.75 5.0 124 0.20 0.85 5.0 126 0.04 0.90 5.0 128 0.13 0.90 5.0 130 3.10 0.75 5.0 130 STR 0.10 0.90 5.0 132 0.06 0.75 5.0 134 0.44 0.63 6.0 136 0.51 0.68 5.0 136 STR. 0.24 0.85 5.0 136A YD 0.27 0.52 5.0 138 0.09 0.90 5.0 140 0.54 0.54 5.0 140 STR 0.09 0.77 5.0 140A YD 0.05 0.60 5,0 140B YD 0.09 0.55 5.0 140C YD 0.22 0.45 5.0 140D YD 0.09 0.50 5.0 142 0.12 0.77 5.0 144 0.09 0.85 5.0 a U) i Z 3 H g Z o LU u 0 < 0 U) U 9 LL! Q LU j Lu co C (A �L cce LLJ U) w NO TES.- 1. ALL STORM PIPE SHALL BE CLASS III 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. 3. 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 WIL MAINS. 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARATION BETWEEN WIL & 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 CER TIFI CA TION. 425 STR:z6 VDOT STD. DI-313; L=4' TP=412.00 INV IN: 404.6o TO 26B INV OUT: 404.So TO 8 1420 1 STR:8 VDOT STD. DI-3BB; L=10' TP=409.00 j INV IN: 400.00 TO 10. ____._..._. INV IN: 404.00 TO 26 I� INV OUT: 399.90 TO 6 i 410 405 Lu Lu Lu Lu W LL 2 445 1 440 1 430 1 425 1 420 415 STR:4 VDOT STD. MH-1 TP=4o4.00 I INV IN: 394.41 TO 413 1 INV IN: 399.5o TO 6o 410 1 INV OUT: 394.31 TO 2 STR:2 VDOT STD. MH-1 TP=399.50 6 INV IN: 393.33 TO 4 INV OUT: 393.23 7 405 400 INV OUT. 393.0 i 395 VDOT STD. EC-1 CL. I t RIPRAP W1GEOFILTER FABRIC PROTECTION W1=9 , W2=23', L=20' min., D=2.5', d50=7" 390 388Lu i 1 J LuLu Lu LuU- i � 1a+oo 425 STR:26B VDOT STD. DI-3BB; L=12' TP=414.83 INV OUT: 406.33 TO 26 415 410 1.06' 8„ WAT STM 26A 405 15" HDPE 55.77 LF 3.3.0% 15" HDPE--- 400 34.49 LF @a 1,45% 395 392 0 � Ob fiS ry ri �r t 10+00 10+50 11+00 11+25 STR 26 B - STR 8 STR:22 VDOT STD. DI-313; L=8' I 1 l 4 i STR.16 VDOT STD. DI-31313; L=4' d j TP=435 33 , j 1 TP=433 83 j j INV OUT: 428.25 TO 20 INV IN :425,25TO18 J STR:2a VDOT STD. DI-3B L=1o' ! INV OUT: 4z5.15 TO 14 i TP-f I ! -435.33 L . I 1 ! ! STR:18 VDOT STD. DI- C L=6' INV IN. 428.00 TO 22 I i STR:14 VDOT STD, DI-3BB; L=4' 1 TP 6 INV, OUT: 427.go TO 181 ! TP=433.67 i -433 7 i S i j INV IN: 424.75 TO 16 INV 1426.25 TO 32 ! INV OUT: 424.65 TO 12 INV IN: 426.25 TO 20 I INV OU 42615 TO 16 i i ! ! STR 12 VDOT STD DI - BB L-1a' i 1 445 435 I 3 - 1 I TP=425.83 1 I INV IN: 18. TO o ' ! 4 75 3, INV IN: 18. TO 1 4 75 4 6 I W i ! i INV OUT: 411.00 T010 1 1'I 2„ c 430 r` 1 } 110, - -- 1 1 j ! }I ° SN5-4 -- +- i i i I { !IN FEET } 4 - - TM :r_---_--_ i 4AIJ 5 l � , , 1 i 3 - 1 - 36" HDPE I o. 0% I i 2 " HDPE I 148.6o LF �a7 5 i ; 4 I 119.94 LF [ o.5o% 36" HDPE j 1 z$.44 LF @ 3.d ! I _-._____ TERI IGHT-JOINTS-IkEQU+RED .___._I__.----- 36" HIDPE ' 23.24 LF @a 1.00% WATERTIGHT JOINTS REQUIRED Ln s,0 00 Ln 0) rl rl .t G) 00 0O •t 0 0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR:30 VDOT STD. DI-3B; L=12' 435 TP=426.33 INV OUT: 41g.00 TO 12 i STR:12 VDOT STD. DI-3BB; L=1o' 1 TP=425.83 430 INV IN: 418.75 TO 30----'-, � INV IN: 418.75 TO 14 INV OUT: 411.00 TO 10 # 1 i 425 I 425 STR:18 VDOT STD. DI-3C; L=6' TP=433.67 INV IN: 426.25 TO 32 INV IN: 426.25 TO 20 INV OUT: 426.15 TO 16 15 HDPE 50.33 LF @1.99% i 1 j 1 'n + h= ft. j 1 i 18" HDPE 8 LF 2.004�i ! I 1 1 o u7 0 07 0 o- 14+00 14+50 15+00 STR:32 VDOT STD. DI-3C; L=6' TP=433.67 INV OUT: 426.5o TO 18 1 435 i of 0 43 __._--1-= 43 -- lj 12" W*T 420 29 1.14'1 12" W�T i - ST 420 425 - --- 31 - :. 15" HDPE 425 I ( 48.07 LF @ 0.52% 15" HDPE 1 I 415 1 48.49 LF @ 0.52% 420 1 � 1 420 41° : .__.....__._._. 410 415 _-_ _ _ ( 415 408 14o8 » 412 i 412 > Lu W N 'n W W 00 't rt• W ti7i_ 10+00 10+50 10+75 STR 30 - STR 12 W W co Ln W Lu N m WLL 10+00 10+50 10+75 STR 32- STR 18 •t rn M ri M rn o rn n h rn -� ° �- 15+50 16+po 16+50 17+00 17+50 STR22-CUT STR:34B VDOT STD. DI-3B; L=4' 425 TP=412.83 INV OUT: 4o6.33 TO 34 I I I STR:34 VDOT STD. DI-313; L=1o' TP=412.67 INV IN: 4o6.02 TO 34B INV OUT: 405.92 TO 36- --"-" d i I i STR:36 VDOT STD. DI-3B; L=12'__._. TP=410.00 i INV IN: 403.24 TO 34 I INV IN: 402.24 TO 38 INV OUT:I402.14 TO 4B 1410 1 SD } 0 f 25 50[ I 100 1 200 ! II I i { iIN FEET } I N 00 .t a) Ln 00 r. Lfl ei 00 co M Ln I~ N rl cn ;y 0 cLs (n �. N rn rn 0�0 ari m ri m N Y9 � m 4 m 4 rn rn M m 1$+00 18+Sp 1g+00 1g+Sa 20+00 .O+SO 21+00 21+50 22+00 435 435 425 420 415 420 W,4TER 405 3 45 I i - -- _._ .__..__�_.._. ,. sM} 15" HDPE ! -S N 27.79 LF @a 1.12% , ! 7-6 400 i I i 400 1 1S" HDPE 39$ j ! 63.56 LF @a 4.22% � 398 W W l0 h W W N ri sti W LPL 10+00 10+50 11+00 11+25 I STR 34B - STR 361 STR:142 VDOT STD. DI-313; L=8' TP=423 67 f INV OUT: 416.75 TO So 430 1I STR: So VDOT STQ. DI-31313;�T- TP=420.17 INV 11�: 413.00 TO 142 INV OUT: 411.So TO 38 STR:38 VDOT STD. 13I-31313; I. 6' 1 I TP-414.33 INV 1N: 4o5.84T(� 33 INV IN: 407.5o TO 5o i J INV OUT: 405-74 To j 36 1 W W J J W Ul WILL 430 425 420 1 42O 415 410 405 402 1.12' 8" WAT I- STM 1 1. 4 415 { 1S" HDPE 45.62 LF @a 8.22% 49 i 410 / f i 15" HDPE 64.79 LF @ 6.17°Yb 4.00' � STM I i -SAN 16-15 402 on N c0 00 N en en It aft N 10+0( 10+50 11+00 11+25 is T 142 - STR 38 I SCOTT R. COLLINS'Z Lie. No. 035791,E oJ 22 u � g 2 zLn co ` 425 0 z ¢ H ` W ~ 420 W L ce 415 s ul z Lu S 0 Z < 0 V) U ¢ W J r Lu ui co J W 0 � LU w - ce 410 Lu 0o 1-i405 co co m Li 400 � uj 0 395 MENEM g z Q L- 390 L O 388 N u w < o _z Lij �Lu s w ED 22+50 22+75 ''*s _ n z S, 5 f i I I I $ 450 $ i I I $ o ? 450 ------- ... _.._..___._ __.._ _ _...._ ......_..-_-. - _._._._... _._....---._.._. I ! I } STR:48 VDOT STD. 6I-313; L=8' TP=435.92 i y i i I INV OUT: 429.83 TO 46 I 445 445 STR:46 VDOT STD. DI-3 ,B L=s -� I / I ( I ! i i INV IN: 427.85 TO 48 I 440 _ ._ __----_.._.__.__._i ; INV OUT: 2 . TO �__.._ !_..__.._ 4 77S 44 I $ ! I STR:44 VDOT STD. DI-313; L=1o' I i TP=431.50 i I I $ ! INV IN: 425.00 TO 58 { j ! 435 $ $ ; ,�jINV IN: 425.00 TO 46 _------� _ _-----__�___._. __ ___ ____._.- -- _._________ __L._.___ __. _ .____ _.__ ____._._. _.._____ ._.. __ , 435 , � INV OUT: 424.90 TO 4z-. ___. pp ; p EXISTING GRADE PROPOSED GRADE I $ 1 f , � I j STR:42 VDOT STD. 6I-313; L=16' $ ! ! TP=424.83430 _----_-__-. 430 ._ ._._..s __INVIN:416.85TO44 - 47 jr _-- 1 r ! INV IN: 416.85 TO 54 $ i j I INV OUT: 416.75 TO 40 5 I I STR:40 VDOT STD. DI - 3B; L-- 6' ?425 - ------ TP=4�5•75I j r 1 aI '1 . t 425 5 INVIN:4og.4zTO1_--____-.-- , 40 INV IN: 407.42 TO 4z"HDPE i INV OUT: 407.32 TO 38 3.5 "HDPE 105.12 LF �a 1.88% 'I I j 43 j' 1.29 a ; 13.9.65 LF 2.30% ( I 20 $ I STR:38 VDOT STD. DI-3BB L-6�/. _..-- - i 420 # TP=414.33 i i I STR:36 VDOT STD. DI-313; L=12' INV IN: 405.84 TO 40 I r j SANITARY SEWER i ! I $ LATERAL CROSSING TYP. TP=410.00 INV IN: 407.5o TO 50 � •� o $ ( ) INV IN: 403.24 TO 34 i INV OUT: 405.74 TO 36 i INV IN: 402,24 TO 38 INV OUT: 402.14 TO 4B 1 ! I , 1 415 _..__ HDPE I 128.90 LF �7a 6.24% j I j r 41 I Q 1 10 $ I 1.01 ' �, 410 , - I i T� STM �,�•'� Q TR:413 VDOT STD. MH-1 j T.1 �' o I 1 i I I 3 15 HDPE s I I TP=403.00 ( I r --' 112.13 LF [7a 8.32% I INV IN: 3g5.26 TO 6 8. oTO 6 _-_-- $_ _..._Ai.,_. =- '� _ T----_.. ____ __ _______._________ i.-_____. __..._____._.__-__.---.---_------------__. ____.... ___..___._..-----__.-__t__._.._ _-------_----.__----------------- - .------------ --_� _..____-----------.-! _.--------i 405 INV IN: INV OUT�3g5.16 TO . 37 ,�I � I e $ I� -`$ j i 18" HDPE I i 59.65 LF [ 2.48% k i 1.24' 0 4 1.26' C C3 ,,� STM O 9_...._ '� _- -SAN I 18 HDPE ! I i 6.5 E 152.88 LF Qa 2.29% I i I 18" HDPE 58,57 LFa? 6.21% SANITARY SEWER 395 ! LATERAL GROSSING (TYP.) ! go 390 388 ! ! ; i ? I j i 388 >> ip r. m m 4n m n n m w w c o a� Ln n co cn n m 0 w iy 00 ty O N `n ^ rn00 J J Cy dp .� fJ1 M Vl di m V] c6 .t .t rn rl w w � ,i r n H n� m H m m .� m �• m m m w� 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 VERTICAL SCALE 5 10 IN FEET 20 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft, STR 48 - STR y.B NO TES: 1. ALL STORM PIPE SHALL BE CLASS III 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 S INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30J. 04. J. ALL FILL MUST MEET 957 COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WfL MAINS. 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL 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, WHIC14 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 TIFICA TION. 460 455 450 i 445 STR:56 VDOT STD. DI-3B; L=4' TP=426.58 INV OUT: 429.83 TO 54 440 STR:54 VDOT STD. DI-313; L=8' TP=426.25 INV IN: 418.6o TO 56 INV OUT: 418.5o TO 42 STR:42 VDOT STD. DI-313; L=16' j TP=424,83 I NV I N: 416.85 TO 44- INV IN: 416.85 TO 54 INV OUT: 416.75 TO 40 425 / r 415 i ----STM- -SAN i 412 1.25' 1.96' 8" WA WA - STD - STM -- 53 _.. _ 460 455 455 $ j 450 --- 450 i 445 STR:44 VDOT STD, DI 3B; L=: 445 TP=431. _ INV IN: 425ooTO INV IN: 425'oo TO INV OUT: 424:90 TO i 440 435 II �_ ---- ; 435 430 i 15" HDPE 430 425 420 29.32 LF @a 4.19% 15" HDPE 415 46-73 LF C 3.53% j I -16 II 412 w w c. rn (n 00 w w w 0 10+00 to+5o 11+00 11+25 STR s6 - STR 42 ; --------_-------�____....__� 455 i 450 STR:58 VDOT STD. DI-3B; L=4' TP=433.25 INV IN 425.8o TO 58B INV OUT: 425.70 TO 44 ' I STR:5813 VDOT STD. DI-313; L=6' TP=433.25 INV OUT: 426.33 TO 58 435 --1------�- 430 . 28' 8" WAT -,STM 425 . 1 15 "HDPE A T SSFi 32.29 LF C 1.64% { 15" HDPE 420 52.24 LF Qa 1.349io 420 19-18 41� � 418 Uj J J Lnm w w +i v) w � l0+00 10+50 11+00 11+25 i S;TR 58B- STR 44. 4 5 o 450 , I ! STR:64 VDOT STD, b -31313; L=6' TP=429.50. 1 1 INV IN: 421.75 TO 66 STR:62 VDOT STD. DI-3BB; L=12' INV IN: 423 25 TO 136 445 !TP=427.30 445 INV OUT: 421.25 TO 62 INV IN: 419.3S TO 64 'INV IN: 421.35 TO 52 VI [INV OUT: 419.25 TO 6o I 4 T_ 440 440 435 455 450 445 STR:136 VDOT STD. DI-313; L=12' TP=432.41 INV OUT: 424.75 TO 64 4401 435 435 ;-- - ----_-_...435 ( t STR:52 VDOT STD, DI-313; L=4' TP- 2 16 43 INV OUT: 22.00 TO 62 0 ' ' - 0 4 .__._ __. _ _ -- 430 430 1.13' I I 8" WAT ! I - STM I a ! I 4� a I 2 $ , 4 5 1 3. 425 j 425 1 --__-.---- . _..--- .-----.___-_ ----__......__._-...._..._.....__......_-..-____.____.-_ 11.29' 15" HDPE 1.39' I I I STM 1 4" WAT $ ! I -SAN 54.59 LF (la 2.75% I I 420 51 - STM ; 4 0 I 9-8 j I 420 HDPE ( 420 I SAN 5g.fia LF 1.og°/a j i i , ! I 415 I I 4�5 8.1-8 415 415 4}2 ' i 412 W[Y} eq ri GLn W W h kD u 1 ►rn �. w �' `, r; ao w w ,m� d, Ln LL w LL 10+00 10+50 11+00 11+25 10+00 10+50 11+00 11+25 STR 52 - STR 62 STR 3.36 - STR 64 SCOTT R. COLLINS'Z Lie. No. 035791,E z O r r J < U w 0 ® _J t C w Ce L L C uj c y uj Z 0 L fl j u < w J Jce - CL ww t° U J 3 u Ln TH 475 1475 ------- --------------- C� i STR::Li6VDO STD. DI 455 455 455 -3B; L=6' SCOTT R. COLLINSZ TP=443-42 STR:1-14 VDOT STD. DI =61 INVIN: 436. 18 TO 118 - STRai! .8 VDOT STD. DI-3B; L=6' STR:144 VDO I STD. D. DI-313; L=6' -3B; L U Lie. No. 035791.'" 8 TP=440.5 INV IN: 436.3.8 TO 122 TP=445-50 TP=445-58 INV IN: 433.5o TO :L:L6 '! INV OUT: 436.o,8 TO 3.24 INV OUT: 44o.58 TO 102 INV OUT: 438-i7TO:Ls6 470 1 470 - -------- INV IN: 433.5o TO 120 ------ ------- T �TJOXAL INV OUT: 433,4o TO go 450 450 EXISTI STR:io2 VDOT STD. DI-3B; L=8' NG GRADE TP=443-00 WATER SERVICE INV IN: 43 STR:go VDOT STD. M H-m CROSS ING (TYP.) .465 465 6.35 TO 3.04 .171 - ------- . . ..... --- INV IN: 438. oo TO 244 TP=440 INV IN: 43 ', { E { d INV OUT: 436.25 TO go 4.00, TO 445 SE'D PROOO INV IN: 431.6o TO 92 - ---- ----- - ul INV IN: 431. 67 TO 1141 0 INV OUT: 431.50 TO 8811 -P, EXISTING GRADE 46o 46o --- ----- -- 44U 1 440 440 2.63' 440 - --------- _.- - ___ I ____.___l_.___. I_ 0 3 0 ui 0 u 0 _j 0 7 u 0 z 455 2�30' u 1455 (A --------- ------- 2.3181 u STR:72 VDOT STD. DI-3B; L=8' 8" WAT 115 U) � as KC U 3.5" HDPE 435 435 1 435 uj TP=442 .42 STR:74 VDOT STD. DI-313; L=io' STM Lu 2.90 LF @ 4.88% 4-- 5 INV IN _j uj C�e 436-3S TO 74 TP=444-50 0 0 Ly INV OUT: 436.25 TO 68 INV IN: 437.45 TO 76 113 1.22' 1 0 1 0 uj E 432 INV OUT: 437-35 TO 72 1 432 _j > :15" HDPE Lu �D 450 < (A 450 13� 3.5" HDPE 125.98 LF 1.72% co > > I i 1 4- uj UJ riCu _j _j d, 7� m 1 6 W Lu 430 i27.28LF@ 2.20% 430 Ln I m Sl K:7TO VDOT I S I D. DI 't I - , - I _SXN._.________,__I___ _lT A R Y -SEWER__ - -, 1 STR:68 VDOT I I L) L=8' PROPOSED GRADE -313; L=4' 00> ul-313> % w STR:66 VDOT STD. DI-3B; L=4' TP-444-50 U-1 U- 50.7o, LF @ 3 1 1 I TP=440-00 LATERAL CROSSING (TYP.) -4. 00 ui C 0 INV IN: 433a8 TO 72 428 TP=435-3.8 INV OUT: 437-75 TO 74 428 10+00 10+50 11+00 11+25 1 INV IN: 429.25 TO 3.38- 0 �- I ;INV OUT: 433. o8 TO 138 ce Ln rn WATER SERVICE 445 > 1445 1 1 INV OUT: 428.75 TO 64 rn > > uj q Lu Lu ri Ln -41 W 0 rn w 0 0 . 0 . M Lt) LU w Ln t �t 't J" CROSSING (TYP.) > rj co -4t _-t ju D STR r! T" K 0 1 1 1 1 1,20' STR:64 VDOT STD. DI-3BB; L=6' I i Q� i _1_4____ 1 r ILI > > I i . ....... 8" WAT 3.0+00 10+50 12+0C 11+50 12+00 12+50 13+00 13+25 0 F- TP=429.50 - STM 1440 440 . . ........ - - --------- I NV I N: 421-75 TO 66 INV IN: 4 23.25 TO 3-36 1.42' VERTICAL SCALE INV OUT: 421.25 TO 62 75 00 co 00 m 73 5 0 2.5 5 10 20 ST 118 STR go W T_q r_j 1-i ri STR:62 VDOT STD. DI HDPE rq -3BB; L=3.2'/ 1 1 14' 1 TP=427 I I - o 1.62 -30 8"' WAT 1435 36-72 LF @ o.82% IN FEET INV IN: 41-9-35 TO 64 STM 0 -,AN 0 INV IN: 421-35 TO 52 i 0 1 inch' ft. 67 :LS" Hl)k -12 INV OUT: 419.25 TO 6o, 13 3.5" HDPE 223.56 LF @ o.81% pp 3-37 0 128.52 LF @ 2-39% HORIZONTAL SCALE i STR:6oVD6TSTD.MH-1 0 430 430 2.39 15" HDPE .. . ... ..... 50 0 25 50 100 200 TP= STMI 425-00 -SA INV IN: 415.27 TO 62 1. 31 1 39.98 LF 1.64% 0) INV OUT: 4-14.00 TO 4 8" WAT SANITARY SEWER - STM ui LATERAL CROSSING (TYP.) IN FEET b5 1 inch 50 ft. 425 CY) 425 --- - - ------ -- ------- 0) 10 1.46 !L511 HDPE 4" WAT70.8o LF @ 4.35% , STY I fl I � �� S(�S y � l I i y ! E N (y) 3 - ----------- ------- - - -------- CL 6 420 ---- -- - - 420 STR: VDOT STR;.L.Lz VDOT I STD. DI- BB L=io' STR:'128 VDOT STD. DI -3BB; L=8' :L5" HDPE 1 1 465 465 CD U. TP=404.00 1.30, TP=450-85 TP=457-33 CF) 1 61 S 1 49.92 LF (a) :1.83.% -INV IN: 394-4:L TO 4B I L I TN INV IN: 444-67 TO 12 8 INV IN: 448 -S N 0 .83 TO 130 R N INV IN: 399 110, 5.19 INV OUT: 442.00 TO 126 INV OUT: 446.67 TO 1-12 -0 SoT06o o VDOT STD. DI L=8' w STR:13 -3BBf INV OUT: 394-33. TO 2 TP=457.67 uj 415 415 1 1 ------- . ...... ... . ...... .... _' - --- ----- STR:226 VDOT STD. D 1 -313 B; L=4' NflTEINV IN: 449.6o TO STUB TP=448.o8 WATER SERVICE 8-7 1 . A LL S��ORM PIPE LL BE CLA$S RCP UNLESS NOTEDi OTHER WISE. A 450 06 41T INV OUT: 449-So TO -128 40-43 TO 132- -CROSSING 450 w INV IN.- 4 MINIM OF 2' COVER OVER STORM PIPES MUST BE PRO�IDED STR:moo VDOT STD. DI-3B; L=:12' INV IN: 440.92 T013.2 z uj of 2. ALL RqAD WA Y EMBANKMENT MATERIAL SHAL4, CONSIST PqEDOMINAN TL OF PROP TP=441-251 INV OUT: 440-oo TO 3.24 UNIFORM LA YERS NOT MORE TH4N 8 SOIL AND BE PLACk-D IN SUCCC SIVE INV OUT: 434-io TO 82 INCHES IN THI THE ENTIRE ROADBED ltlaI Lu CKNE�S BEFORE dOMPACRON 9VER 410 GIN STR:82 VDOT STD. MH-:L > I I I STR:3.24 VDOT STD. DI-3BB; L=lo' 303.04. 1 TP=442.251 455 445 TP=447-58 L.L J. ALL FILL MUST MEET 95% COMPACTION INV IN: 429.92 TO 84 _j _j 0 J INV IN. 439-27 TO 126 0 5 9 -4 4. MINIM 3.5' OF CtVER MUST BE MAINTAINE� OVER SAN�,TARY SEWER INV IN: 433. So TO ioo 1 44' 0 V.i i i I NV 0 UT: 439 - 3.7 TO 8o MAINS.. 12' WAT Lu INV OUT: 429.82 TO 8o 0 sTM 1405 - - - - - --------- ...... ..... . . . YA-1 MAINS. 405 5. MINIM �.5' OF C VER MUST BE MAINTAINE� OVER --- --- STR:8o VDOT STD'. MH-1 L9 _j lop- 6. MINI OF VERTICAL SEPARATION FROM STORM SE & WIL AN 1. 5 - ----- E I -EXISTING GRAD TP=445-001 129 450 uj OF SEPARATION BE' WIL * SANITARY �EWER MUST BE PROVIDE�. 1 440 1 440 J C3 INV IN: 428-97 TO 82 7. VDOT $T9. IS-1 INLET SHAPING REQUIRED O� ALL STORM STRUCTUREq. INV IN: 438.92 T0124 Lu :3 8. VDOT 4TD SL - 1 SAFETY SLAB REQUIRED WHERE DROP G) T'A TER THAN! 12' z -0- INV OUT: 428.87 TO 1 43' (NO S�- I ON SANI FAR Y MHS). ------ 4 7* 127 rn -9 THE-D �C-TILE�-IR-ON--,�%4--TERLffilE-�S--�HALL --BE--- PPED 12" WATT! 48-43 LF 1.38% EN CA 5, MEN T IF NEEDED BASED ON SOIL CO DITIONS, WHI,,CH WILL BE .12' 445 CL STV 435 x 400 i I I " , I "HDPE z 400 1�25' I' '' 1 24 1 -8' w 435 45 TESTED AND INSPE41 TED DURING THE _j/_.WAT 4 CONSTR CTION PROFESS. - ----- / I I . / =1 �i Im I IN ACdORDANCE W1 Lij 10. HDPE PIPE SHALL qE INSTALLS AND BACKr�LLED 99 STN 7 VDOT TANDARDS /j/VL) REQUIREMENTS. CONTRACTOR SHALL USE STO E 21 E s. E 24" HDP BACKFILL MATERIAL AS REQUIRE� AND SHAD INSTALL AND L THE 395 395 U) --------- C4)PE-5--TO-- R-OPER--C-OMP-A-C--TIOAI-.-A-ROU-ND-THE--P -09, E VEWT '133-04 LF @ 3..so% ENSURE-_�_ _,_P 440 CRUSH,NG OR DEFORMING THE �TORM PIPES DURING CON')_TR TI�N. I i :ls"'HDPE 11. THE C CAMERA ALL PIPES AF i I I �: �- o I --- 1 - CONTRACTORS CLEAN VIDEO 430 1 430 440 LF @ o.86%- i I I " H DPE CONSTPUCTION IS COMPLETE, A PROVIDE fHESE VIDEOJ TO THE OWVER 24 Lj AND ENGINEER FOR CER TIFI CA T1 TN. 78.23 LF @ 1-38% 0 HDPE T I I .2 1 24 390 390 51.22 LF @3 ul 425 425 435 1 ------ - - ------- 435 0 _j HDPE 388 0 '388 24 1 1 20.3.8 LF @1.24% i i ui ri Ln rn 0 m 0) co 0 00 0 0 0 422 422 . -:r . ri 0 0 0 (n r! Cd q, 06 Ln Ln rj ri 0) 6 rn 6 ID 6 rl 00 4 co ri co n� U) rn Ln kD rn ILD I- ko %D 4 ko It kD t rn rn It -t 't > > Ln 0 Lu W < _j _j 430 I -tjo LLI Lu . ..... ------- 0 2! 11+00 :Ll.+So 12+00 12+50 15+00 15+50 16+oo 16+So 17+00 17+25 9+50 10+00 1-3+00 13+50 :14+00 14+50 LU LL 10+50 73 C) CL 0 0 x F; C> 10+00 3.0+50 11+00 21+25 0 L En STR 42L; (D 0 76 STR 4 42.1) 1 1 --- ----- --- ui STRioo- STR 82 .j u 422 U 422 ui 0 Lu :3 E >> 00 Ln ul 0) H m "D Ln Uj Lu CD 00 00 m 0 00 ci ri ri C6 Lu LLJ Ln JOB NO. Qt It It ul) U) Ln Ln Ln Ln _t _t 4 't Uj LL 152116 0 jl q; 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 SCALE cn k AS NOTED SHEET NO. a 0 STR 1' STR 80 a Q) v] 301 (n 26 STR:8o VDOT STD. MH-1 TP=445.00 INV IN: 428.97TO 82 INV IN: 438.92 TO 124 INV OUT: 428.87 TO 445 440 435 INV OUT. 428.65- 43 VDOT STD. EC-1 CL. Al RIPRAP W/GEOFILTER FABRIC PROTECTION Wl=9', W2=23', L=20' min., D=1.4% d50=7" 425 422 uJ Lu J J Lu uj ww STR:84 VDOT STD. DI-3BB; L=8' TP=439.25 INV IN: 430.54 TO 86 INV OUT: 430.44 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 -EXISTING GRADE j I I i STR:86 VDOT STD. DI-3CC; L=6' TP=439.25 INV IN: 431.00TO88 INV OUT: 430.90 TO 84 3 j STR:88 VDOT STD, DI-31313; L=4' TP=439.33 INV IN: 431.25 TO go j ---INVOUT:431.15TO86 -i- 1 STR:go VDOT STD. MH-s. TP=44o-17 INV IN: 434.00 TO 202 INV IN: 431.6o TO 92 --INV IN: 431.67 T0114 INV OUT: 431.5o TO 88 STR:92 VDOT STD. DI-313; L=8' TP=439.25 INV IN: 432.32 TO 94 i INV OUT: 432.22 TO go 3 455 I STR:94 VDOT STD. DI-313; L=4' I j TP=438.50 INV IN: 432.79 TO 96 j INV OUT: 432.69 TO 92 ( I 450 STR:96 VDOT STD. DI-313; L=8' TP=438.67 I INV IN: 433.29 TO 98 ( I INV OUT: 1 TO 433. 9 94 445 STR:gB VDOT STD. 13I-313; L=6' TP=438.33 INV OUT: 433.45 TO 96 I i 440 ' `1.53' I a 5a : I I I j I I WA-T ----- STM WRAVTI_ ; E 435 _ _ 6a912WAT 97 ST� STM 5 _ 93 _ - 1 I I 87 I I 89 gs �I _ 15"HDPE 7 ;I�_- = - - 29.21 LF @ o.55% HD ~85 i .1 15 'HDPE 1 1 0 I i _ I o j i a /o 8s o. LF 1 HDPE 43 79 �,. _ 3 { xa4•54 '� 5 5 { I _ ----- �= -`� - 24"HDPE~ _ _ STM 81.44 LF a a.5o�i6 j _- -- 24" HDPE so 18 LF o.5o°i6 24"HDPE I I -SAN 6q.4o LF 0.50% 3 49.18 LF Qa o.5o% 16 ' HDPE I 23-22 24"HDPE I73.18 LF C7a 0.51% ,� 28. LF a. % 3 � I 425 I 36 HDPE __ _- -__. ______..__.__.__ . _ _._____._.__....______ 37 53 3 _. _______ _ SANITARY SEWER _____.___.___._! ,_ _._. _. .I z. LF 0. z$6�-� _.- _.._ r I LATERAL CROSSING P. 24 HDPE 71.61 LF @ o.5o% I 422 N rry ty m m iy .t tit LD O rr ry Ln N c.o r1 LD ,� 0 O m O Ln �y aD rq N lD sV s D [Y1 rl to 1 rl +r M rl 00 Ol O O O O Ol LD Ln ri .t rn ri LfS o0 rn o O 6 O C 6 LD rn r+y `7 -t `t � 41 It `� '� 5- ' t 't Ln Ln Ln Ln Ln Ln 'n Ln 't `f 't 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 17+75 460 j I ! STR:102 VDOT STD. DI-313; L=8' TP=443.00 INV IN: 436.35 TO 104 INV IN: 438.00 TO 144 INV OUT: 436.25 TO go 1 i STR:go VDOT STD. MH-1 TP=440.17 INV IN: 434-ooTO102. INV IN: 431.6o TO 92 INV IN: 431.67 TO 114 INV OUT: 431.5o TO 88 i 445 STR:104 VDOT STD. DI-36; L=6' TP=444.42 INV IN: 437.43TO io6 INV OUT: 437.33 TO 102 WATER SERVICE CROSSING (TYP.) STR 98 -OUT EXISTING STR:1o6 VDOT STD. DI-36; L=6' TP=446.58 INV IN: 439.24 TO 1o8 INV OUT: 439.04 TO 104 wzus IllygrZt1C71sicc 465 1 46o STR:io8 VDOT STD. DI-313; L=6' 5 TP=447.17 ` INV IN. 440.15 TO 110 C INV OUT: 440-o5 TO 1o6 j I I 455 STR:11a VDOT STD, DI-313; L=4' TP=447.00 INV OUT: 440.33 TO 1o8 50 450 445 2.74'1 I I I 85' j 6,. STM IF 3 STl + 6' WA 440 STM ' ---- - 107 _ i I log 440 HDPE 8„ WAT 1.13' 2105 I 30STMf.83 LF Q0.58% 103 I I - `o 0 15" HDPE 435 4- 3101 ! fl I 165.8o LF @ o.55% 1 1 435 -1$" HDPE -._.._j 43.82 LF @ 2.24% is" HDPE i I 15° HDPE 3 131.82 LF @ 1.22% I 52.94 LF [ 4.25°r6 0 i SANITARY SEWER I E LATERAL CROSSING (TYP.) I 430 I 3 i I I I i j 430 24-23 AN 428 I i j 428 ri J J '� O Ln .t (` ri M a) ri OQ `' OU Lu Lu °, 0 n ° LOi� LLnn Ln w cD t� .�t zr w Ll 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75 STR s10 - STR go VERTICAL SCALE 5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. i l .III 9TR.126 VDOT STD. DI-3BB; L=4 TP=448.08 I 14V IN: 440.43 T0132 440 440 1 NV IN: 440.92 TO 112 I 1 INV OUT: 440.00 T0124 j STR:il32 VDOT STD. 13I-313; L=6' j TP=447.86 ? INV IN: 440-93 TO 134 I j INV OUT: 440.83 TO 126 435 - - --._ . -. 1435 450 450 9 I STR:134 VDOT STD. DI-313; L=12' TP=447.17 INV OUT: 441.27 TO 132 I 430 ---.___-` 430 445 _ _._ . _ _..._.__. _ w '445 8" WAT - STM --- 133 2 ( 2 jl� 131 4 5 4 5 : 0 440 44 I STR.140 VDOT STD. DI-3B; L=6' I 1 -V, 15 HDPE I j TP-415.75 ��' I 64.4o LF I INV OUT: 411.oa TO 40 15 HDfj'E i 0 52 ' STR:40 VDOT STD. DI-3B; L=6' i 78.77 LF @ 0.51% � TP=415 75 5.48 420 I STM I INV IN: a . zTQ 1 a 435 1 _ 435 4 9 4 4 _. _. _._ ._._--------_-----_.__-_ _ _ INV IN: 407.42 TO 42 i INV OUT: 407.32 TO 38 ! ( 432 j i \�4 432 3 � I 1 J J rl 45 I 4 5 Lu Lu m .� 0 N w Lu oo r. _ Lo l tD Q ,r I Lu LL I I 10+00 10+50 11+00 11+50 11+75 410 139 10 , 15" HDPE TT 10"14 - STR 126 32.57 LF t7a 4.85% 3.50' I 405 _ SANS - - ! 405 j 9 16-15 402 402 3 ww o J J Lu Lu 0 LD LLB 10+00 10+50 10+75 STR 1.40-STR 40 20 STR:122 VDOT STD. DI-313; L=8' TP=443.50 I INV OUT: 436.5o TO 116 450 450 STRa16 VDOT STD. DI-3B; L-6 i 200 TP=443.42 INV IN: 436.18 TO 118 I I STR:1z0 VDQT STD. DI-3C; L=10 INV IN: 436.18 TO 122 445 STR:11 VDO'T STD. DI- B• L=6' INV OUT: 6 TO 11 INV OUT: 436.08 TO 114 � � � 4 3 _�._______._.__._ _. 433. 7 4 INY IN: 433.5o TO 116 I i s I INVf IN: 433.5o TO 120 i I INV UT. 433.4o TO g0 440 I l 440 440 i I 1440 8" WAT NO TES.• 1. ALL STORM PIPE SHALL BE CLASS III 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 305.04. 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 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. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP CREA TER THAN 72' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WA TERLINES 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. I XL_L 435 i 435 435 STM i 435 2.54' s 15" HDPE I I 119 I STM j 2.8.10 LF dal 1.14% -SAN I } ; 15" HDPE 26-25 i 1.D1 I 27.83 LF @ o.61% O O O STM i 0 - ((-Aiy__.` 43 43 43 __--_-__-- --_ _ _-_ i 43 j I 25-24 28 1 428 428 428 4 ! w w w w rn w w 10+00 10+50 10+75 STR1.22- STR 116 LLI .t m Lu �. o 0 Q LL 10+00 10+50 10+75 STR 120 -STR 114 TH SCOTT R. COLLINSZ ,U Lie. No. 035791,E Z 0 I~- r J < (� U) c z Ln Lu En L 0 Z O -1 L LJ f! f c L W i L t 4 a Ln � z 0 uj uj u S 4 z U m U u < J CL � W ® Lu m U) J > CLu W j LL tn ui Design Storm Year = 10 PO1N'I DO1'RE: STRI:CTUR 1l E LIRALN AREA RCNOFI: C'OEFF. C:1 LNLLi TIME. RAIN FAl1, Rli-N ( OPP LN VLKI FI EVATf0NS LLNG III SLUPE DIA CAP i1- CITY VLL FLOW TIME T 1 ACCI INi ACRES C I NIIn C'. -.5. UPPER LOWER PELT FT.;`rT. NCIIES c.r.6. r.P.S. SEC 22 0,15 0.85 0.13 0.13 5.00 6.67 08 20 1 42 8.2 5 428.00 48.08 0.0052 15 5.0 3.0 16.0 20 0.29 0.75 0.22 0.35 5.27 6.58 2 3 18 427.90 426.25 108,81 0.0152 15 8.6 5.9 18.4 18 0.28 0.75 0.21 0.71 5.57 6AS 46 16 1 426.15 1 425.25 141.64 O.QQ64 1 15 5.6 1 5.1 27.9 16 0.08 0.75 0.06 1 0.77 6.04 6.34 49 14 425.15 424.75 51,03 0.0078 15 6.2 5.6 9.2 14 0.06 0.85 0.05 0,K 6,19 6.29 52 12 424.65 418.75 213.42 0.0276 15 11.6 9.1 23.4 12 0,16 0,85 0.14 1.19 6,58 6,18 7�3 10 41 LOO 405A2 199.89 0.0279 15 11.7 MO 199 10 0.17 0.85 0.14 133 6,91 6.09 81 8 401.00 400.00 50.33 0.0199 15 9.9 9.0 5.6 8 0.12 0.75 0.09 1.66 T01 6.06 1 .1 6 399.90 398.00 94.84 0.0200 18 16.1 9.6 9.9 6 0.15 0.75 0.11 1.78 7.17 6.02 1(.7 413 395.86 395.26 119.94 0.0050 24 17.3 5.8 ZG.B 413 0.00 0.30 0.00 5.09 7,52 5.93 3 C .2 4 395.16 394.41 148.60 0.0050 36 51.1 7.5 19.8 4 OM 0.30 0,00 6.46 7,85 5,85 3 ,8 2 394.31 393.33 28.44 0.0345 36 134.21 16.2 1.8 2 0.00 030 0.00 6,46 7.88 5.84 3 H OUT 39323 393.00 23.24 0.0100 36 72.3 10.3 2.3 26B 0.22 0.75 0.17 0.17 5.00 6.67 lll 26 1 406.33 404.60 55.77 0.0310 15 12.3 6.2 9.0 26 0.10 0.77 0.08 0.24 5A5 6.62 ll 6 8 404.50 404.00 34.49 0.0145 15 8A 5.2 6.6 30 0.31 0.75 0.23 0.23 5.00 6.67 115 12 419.00 418.75 48.49 0.0052 15 5.0 3.6 13.4 32 0.18 0.85 0.15 0.15 5.00 6.67 10 18 426,50 426.25 48,07 0.0052 15 5.0 3.2 15.1 48 0,36 0.77 028 028 5,00 6.67 18 46 429.83 427.85 105.12 0.0188 15 9.6 6.0 17.6 46 0,45 1 0,66 0.30 0.57 5,29 6.57 3 8 44 1 427,75 425.00 119,65 0.0230 15 10.6 7.9 15.2 44 0.53 0,63 033 1.21 5.55 6.49 79 42 424.90 416.85 129.90 0.0624 15 17.5 139 93 42 0.22 0.80 0.18 1.77 5.70 6.44 11.4 40 1 416.75 407.42 112,13 O.Q832 15 20.2 16.8 6.7 40 0.21 0,80 0.17 2.23 5.81 6.41 14- 38 40732 405.84 5965 0,0248 18 17.9 11.2 53 38 0.10 0.85 0.09 2.62 5.90 638 1(.7 36 405.74 402.24 153.70 0.022)8 18 17.2 1 11A 13.9 36 0.33 1 0.84 0.28 3,31 6.13 6.31 2(,9 413 402.14 398.50 57.76 0.0630 18 28.6 17.6 3.3 34B 0.27 0.85 0.23 0.23 5.00 1 6.67 I5 34 1 406.33 406.02 2T79 O.O112 15 7.4 4.7 5.9 34 0.22 0.85 0.19 0.42 5.10 6.63 28 36 405,92 403.24 64.20 0.0417 15 143 8.9 7, 142 0.12 0.77 0.09 0,09 5,00 6,67 06 50 416.75 413.00 45.62 0.0822 15 20.1 7.4 6.2 50 0,27 0.77 0.21 0.30 5,10 6.63 2 0 J8 41L50 407.50 64.79 0.0617 15 17.4 92 7.0 140 0.54 0.54 0,29 0.29 5A0 6.67 20 40 411.00 409.42 32.57 0.0485 15 15A 8.6 3.8 56 0.27 0,77 0.21 0,21 5.00 6.67 14 54 419.83 418.60 2932 0.0419 15 14.3 7.4 4.0 54 0,212 0,80 0,18 0.118 5.07 6,64 2 6 42 418.50 416.85 46.73 0.0353 15 13.1 8.2 5.7 58B 0.20 0.80 0.16 0.16 5.00 6.67 1 1 58 1 426.33 425,80 32,29 0,0164 15 9.0 4.9 6.6 58 0.18 0.80 0.14 0.30 5.11 6.63 20 44 1 425.70 1 425.00 52.24 0.0134 15 8.1 1 5A 9.7 76 0,07 0.80 0.06 0.06 5.00 6.67 1104 74 437.75 437.45 36.72 0.0081 15 6,3 2.8 133 74 0.27 0.80 0.22 0.27 5.22 6,60 1 8 72 437.35 436.35 123.56 0.0081 15 6.3 1 4.4 28.1 72 0.17 0.80 0.14 0.41 5.69 6.45 26 68 436.25 43118 128.52 0.0239 15 10.8 7.2 ITS 68 0.18 0.80 0.14 0.55 5.99 6.35 15 138 433.08 432.43 39.98 0.O164 15 9.0 6.8 5.9 138 0.09 090 G.08 0.63 6.09 6.32 40 66 432.33 429.25 70.80 0.0435 15 14.6 10.0 7.1 66 0.04 0.80 0.03 0.67 6.20 6.29 42 64 1 428.75 421.75 122.77 0.0570 15 16.7 11.3 10.9 64 0,04 0.63 0.03 1.03 6.39 624 65 62 421.25 419.35 49.92 0.0381 15 13.7 10.9 4.6 62 026 0.76 0.20 1318 6A6 6.22 86 60 419.25 415.27 68.75 0.0579 15 16.8 13.7 1 5.0 60 0.00 0.30 0.00 1,38 6.54 6.19 86 4 414.00 399.50 90A6 0.1603 15 "1&0 19.8 4.6 52 0,18 0.80 0.14 O.14 5,00 6.67 10 62 422.00 421.35 59.60 0.0109 15 7.3 4.1 1 14.6 136 0,51 0.68 034 0.34 5.00 6.67 2 3 64 424.75 423.25 54.59 0.0275 15 11.6 7.3 7.4 NOTE- CALCULA 10,NS BASED UPON A 10-YEAR DESIGN STORA Design Storm Year = 10 POINT i)OWNSTRFA\l N IRUC lURL T)R AN AIRL.A RTTNOrr C:OLP1. CA TNIFT 11ML RAIN PALL RUNOFF <� NVE.RT LLEVAIIONS IFii(-!TlI SLOPE T)IA t'AT'A- C1PY VET, Fl OW 11N1L LVC2 ACCCM ACRLS C MIN MiN C.F.S. CPPLIR LOWER FLLI 1L i 1-. IN HLll ' C'.F.S. P2.S, SLC 98 1 0.18 0.77 0.14 0.14 5.00 6.67 1 0.9 96 433.45 433,29 29.21 0.0055 15 52) 3.2 9.2 96 0.14 t .8,0 0.11 0.25 5.15 6.62 1.7 94 433.19 3239 81.44 0A050 15 4.9 3.6 22.7 94 0.16 1 &75 1 0.12 0,37 5.53 6.50 2A 92 1 1 432,69 432.32 73.18 1 0,0051 15 5.0 4.0 18.3 92 0.32 0.73 0.23 0.60 5.84 6.40 3.9 90 43222 431.60 124.54 0.0050 15 4.9 4.5 28.0 90 O.OQ 0,90 0.00 1.87 6.79 6.12 11.5 88 431.50 431.25 49.18 0.0050 24 17.3 5.9 8.4 88 0.04 .75 0.03 1.90 6.93 6.08 11.6 86 1 43 1. 15 431,00 28.37 0.0053 24 17.8 6.0 4.7 86 0.23 .66 1 0,15 2.06 7.01 6.06 12.5 84 430.90 430.54 71.61 0.0050 24 17.3 6.0 1-) 84 0.25 .85 021 2.27 7.21 6.01 13.6 8-) 1 430A 429,92 103,18 0,0050 24 1 173 6.1 169 82 0.00 0.90 0.0G 2.50 7.49 5.94 14.8 80 1 429.82 428.97 169A0 0.0050 24 17.3 6.2 27.3 80 0.00 .90 0.00 5.60 7.95 5.82 32.6 OUT 428.87 428.65 42.55 0.0052 36 52.1 7.8 5.5 100 0.35 0.66 0.23 0.23 5.00 6.67 1.5 82 434.10 33.50 69.82 0.0086 15 6.5 4.3 162 118 0,10 0.66 0.07 0.07 :00 6.67 0.4 116 438A7 436.18 115.98 0.0172 15 9.2 3.7 113 116 0.16 0.76 0.12 0,41 5.52 6.50 2.7 114 1 1 436,08 433.50 117.28 0.0220 15 10.4 7A 16.7 114 0.14 1 0.85 0,12 0.80 5.80 6.41 5.1 90 433.40 43t.67 50.70 0.0341 15 12.9 9.8 5.2 120 0:35 0.77 0,27 0.27 5.00 6.67 I'S 114 433.67 433.50 27.83 0.0061 15 5.5 4.0 7.O 122 0.30 (.75 0.23 023 5.00 6.67 1.5 116 1 436.50 36,18 1-8.10 0.0114 15 T5 4.7 5.9 110 0.04 0.90 0.04 0.04 5.00 6.67 0.2 108 440.33 / 0.15 30.83 0.0058 15 5.3 2.2 14.3 108 O.IO 0,90 0,09 0.13 5.24 6,59 0.8 106 440.05 439.14 165.80 0.0055 15 52 11 53.6 106 0.13 85 0.11 0.24 6.13 631 1 1.5 104 1 439,04 137.4'3 131.82 0.0122 15 7.7 4.8 2 7, 5 104 0.18 ).77 0,14 0.38 6.59 6.18 2.3 102 437.33 436.35 43.82 0.02124 15 10.5 6.7 6.5 102 0.02 .90 0.02 0.47 6.70 6.15 2.9 90 436,25 4340 52,94 0.0425 15 14.4 9.1 5.8 130 3.10 0.75 2,33 2.33 5.00 6.67 15.5 128 44950 ' 8.83 48.43 0.0138 24 28.8 93 5.2 128 0.13 .90 0.12 2.44 5.09 6.64 16 2 112 446.67 4.67 133.04 0.0150 24 30.0 9.7 13.7 112 0.20 t .65 0,13 2.57 5.31 6,57 16.9 126 442.00 aWO.92 78.23 0.0138 24 28.8 9.5 8.2 126 0.04 &90 0,04 2,93 6,63 6.17 18.1 124 1 1440,00 439,27 5122 0,0143 24 29.3 9.8 5.2 124 020 0.85 0.17 3.10 6.72 6.15 19.1 80 439A7 38.92 20.18 0.0124 24 27.3 9.4 2.2 114 0.44 0.63 0.28 0.28 6.00 6.35 1.8 132 441.27 140.93 64A0 0.0052 15 5.0 3.7 17.4 132 0.06 .75 0,05 Q.32 629 6.27 2.0 126 1 440.83 WO.43 1 78.77 0.0051 15 5.0 3.8 2G.5 144 0.09 t .85 0.08 0.08 5.Q0 6.67 0.5 102 440.58 38.00 5290 0.0488 1 15 15.5 5.7 9.3 I TIN.;", %N' 10 Proiect Nnrth Pninte Itch 4: 152116 Prenarett bv: KKW INLET Sf,,Vfl0N OUTLET WAT'LR SUR1�ACLELLV Lo D Q, ZW St) Hf V, JUNCTION LOSS H„ QTN VIN[Q*Vi V; /)g H; ANCILF H13H1 .SHt l- FINAL H INLL,t' WATER si IuzuLLLLV. IUNl LLLv 439.00 52.90 15 0.51 0.0000.00{). 0.0144 0.00 () 0 0.00 NA 0.00 0.00 439.00 445.55 44145 78.77 15 2.02 0,001 0.07 1,( 0.0 132 1.8 IA 2.52.392 0J) 0.01 24 0.00511 0,03 NA 0.01 0.08 441,5.3 447.86 441.93 64.40 15 1,76 0.001 0.04 1.4 0.0 134 0.00 0 0 0.01 NA 0.00 0.04 441,97 447.17 440.52 10.18 24 19.05 0,006 0.12 6.1 0.1 124 18.1 5.8 1()4.053 0.5 0.18 20 0.08229 0.41 NA +0,200,38 440.90 447.58 440.90 51.22 24 18.08 0005 0?8 5. 0.1 126 16.9 5.4 90.778 0.4 0.16 63 0.24679 053 NA 441.45 448.08 442.52 79.23 24 16.89 0.005 037 5.4 0.1 l IZ 16.2 52 83.6458 0.4 (1.14 14 0 (1 M NA 0.13 0.50 443-02 450.85 44627 133,04 1 24 16.21 0-004 0.58 5.2 U 128 1 15.5 1 4.9 176.4509 0.4 0.13 82 0.2494 0.49 NA 0 24 0.82 447.09 45733 450.43 4S.43 24 15,50 0,004 0.19 4,f (1.1 130 0,00 79 t) 0.(19 NA 0.05 02) 450.68 457.67 435.00 52.94 15 2,89 0,002 0.09 2.4 0.0 1021 2.3 1.9 4.38165 0.1 0,02 19 0.00554 O.t15 NA 0.02 0.11 1 435.11 443,00 437.35 4 3. 821 15 23 2 0,001 0.05 1.9 om 104 1.5 1.2 1,81568 0.0 1 0.01 54 0.0108 0,03 NA 0,02 0.06 437.41 444,42 438.43 13L82 15 1,49 0,000 0.06 12 0.0 106 0.8 0.7 0.56183 0.0 0.00 ) 0 0,01 NA 0,00 0.06 438.49 446.58 440.14 165,80 15 0.83 0,000 0.02 0.7 0.0 1 108 02 0.2 0,04692 0.0 0.00 57 0.00028 0.00 NA 0.00 0.02 440,16 447.17 441.15 30.83 15 024 0.000 0.00 0.2 0.0 110 0.00 0 0 0.00 NA 0.00 0.00 441.15 447.00 I i 437.18 28.10 15 L50 0.000 0.01 1.2 0.0 j l22 0.00 0 0 0.01 NA 0.06 0.02 437.20 443.50 I I 434.60 27.83 15 1.80 0.001 0.02 1.5 0.0 1 120 0.00 a 1) 0.01 NA 0,0j1 0,02 434.62 440,50 I I 434.23 50.70 1 15 5.14 0,005 0.27 4,2 0.1 1 114 1.8 4.0 7.12795 0.2 0.09 23 0.03912 0.19 NA 0,10 U37 434.60 440,58 434.00 117.28 15 2.68 0.001 0.17 2.1 0.0 1 116 L5 4.7 7.0873 03 0.12 8 U 0.14 NA 0.07 0.24 434,84 443.42 437.18 115.98 15 r0.44 0.000 0.00 0.4 0.0 I 118 0.00 0 0 0.00 NA 0.00 0,00 437.18 445.50 FVr icm VPar 10 Proiect Nortll poillic Job #: 152116 Prepared bv : KKW INLET OUTLET WATER 1.(t D, Sfa Hf JUNCTION LOSS FINAL INLET WATER RIM .... _. - - STATION SURFACE ELEV Z Vr, H„ QIN VIN Qi p i Vim/2g Hi ANGLE H,, Ht L3Ht .51-It 'H SURFACE ELEV. ELEV 434._0 69.82 15 1.54 0,000 0,03 1.3 0.0 100 _� 0.00 0 0 0.01 NA 0.00 1 0.04 434.54 441.25 431.(5 42.55 36 32,61 0,002 0,09 4.6 0.1 80 19.1 9.4 178.4rl 14 0.48 30 38148 0.94 N/A 0.47 0.56 431.61 445.00 431.(1 169.40 24 14.85 0.004 0.62 4.7 0.1 1 82 13.6 4.3 59.20,;7 03 0.10 10 0 0.19 N/A 0.09 0.72 432.32 442.25 432,32 103.18 24 13.,64 0,003 0,32 4,3 0.1 84 1 12.5 4.0 49.4' 02 0A9 73 13 0.31 NA 0.15 0.47 432.80 43925 432.E O 71,61 24 12.46 0,003 0,19 4.0 0,186 #13941: 11.G 3.7 42.73} 7 02 0.07 86 0.27 NA 0.14 0.32 433.12 439.25 433.12 28.37 24 11,59 0,002 0,06 3,7 0.1 - 88 11.5 3.7 41:J3,;7 02 0.07 74 .12644 025 NA 0.13 0,19 433,31 439.33 433,31 49,18 24 11.48 0,002 0.11 3.7 0.1 l 90 5A M 50.53F4 15 0.53 90 .05216 1,63 N/A 10.82 0.92 434.23 440.17 434,2 3 124,54 15 3,86 0.003 038 3,1 0.0 -_ 92 2.4 2.0 4.724j15 01 0.02 13 0 0.06 NA 0,03 0.41 434.64 439.25 434, 4 73. l8 I S 2.41 0.00 ( 0,09 2,U {}.0 - 94 1.7 1.4 2.240p5 00 0.01 50 OW1333 0.04 NA OM 0.11 434.75 438.50 434, 5 81,44 15 1,66 0.001 0,05 1.4 0.0 96 0.9 0.8 0.695�1 00 0.00 27 .00194 0.01 NA 10,01 0.05 434,80 438.67 434,' 0 29.21 15 0.92 0,000 0,01 0,S 0.0 98 0.00 0 1 0 0.00 NA 10,00 1 0.01 434.80 438.33 424. 5 54.59 15 230 0.001 0.06 1.9 0-0 136 0,00 0 0 0.01 NA 0.tll 0.07 424.32 432.42 422.15 59.60 15 1 0.96 0.000 0.01 0.8 0.0 52 O.Oa 0 U 1 0.00 NA 0,00 0.01 422,36 42.9.08 I 400,50 90.46 15 8.56 0.015 1.35 1 7.0 1 0.2 60 8.6 7.0 59.6784 08 0.26 40 (28696 0.74 N/A 0.37 L72 40122 425.00 416.27 68.75 15 8.56 0.015 1.03 7.0 0.2 62 6.5 5.3 33.96P8 0 4 0.15 4 1 0 1 0.34 NA 0.17 1.20 417,47 427.42 420.35 49.92 15 6.46 0,009 0-42 5.3 11.1 64 2.3 73 lfi.84y1 0S 0,29 4 0 0.40 NA 0.20 0.62 420.97 429.50 422. 5 122.77 15 4.19 U.004 0.44 3.4 0.0 66 4.0 3.3 13,06 61 0 2 0.06 23 0,02644 0.13 NA 0.06 0.50 423.25 435.08 430.25 70.80 15 4,00 0.003 023 3.3 0.0 138 3,5 2.9 10.0243 01 0,04 53 9,05959 0.15 NA 0.07 0.30 430,55 439.25 433.' 3 39.98 15 3.51 0.003 0-10 2.9 1 0.0 68 2.6 2.1 5.637V2 01 0.02 66 0.03924 0.10 NA 0.05 0.15 433,58 440.00 434.18 128.52 15 2.63 1 0.001 0.18 2.1 0.0 72 1.8 1.5 2.62218 0 0 0,01 12 0 0.03 NA 0,01 0.20 434,38 442.42 437. 5 123.56 15 1.79 0.001 0.08 1.5 0.0 74 0.4 0.3 0,1 13�4 0 0 0.00 80 { .00095 ().U1 NA 0.00 0,09 437.44 444,50 438.45 36.72 15 037 0.000 0.00 0.3 0.0 1 76 0.00 0 0 0.00 NA 0,00 0.00 438A5 444.50 E I 426. 0 52.24 15 2.02 0.001 0.04 1.6 0.0 58 L l 0.9 0.92687 0,0 0,00 49 .00446 0,02 NA 0.01 0,05 426.05 433.25 426. 0 3229 15 1.07 0.000 0.01 0.9 O.0 5SB 0.00 0 0 0,00 NA 10.00 0.01 426,81 433,25 417,1 5 46.73 15 2.55 0.001 U.U6 1.1 0.0 54 1.4 1.1 1.56 9 0 U 0.01 77 ,01208 0,04 NA 0,02 0,08 417.93 426.25 419. 0 29.32 15 L39 0.000 0.al 1.1 0.0 56 I 0.00 0 0 0.00 NA OM 0.01 419,61 426,58 I 410.42 3157 15 1:95 0.001 U.U3 1.6 0.0 140 - I 0,00 0 0 0.01 NA 0,00 0.03 410,45 415,75 408.50 64.79 15 199 0,001 0.05 1.6 O.0 50 0.6 10.5 0.30,12 00 0.00 33 .0011 0,01 NA 0.01 0.06 408.56 420.17 414. 0 45.62 15 0.62 0.000 0.00 0.5 0.0 142 0.00 0 0 0.00 NA 0.00 0.00 414.00 423.67 4M. 4 64.20 15 2.76 0.002 0A0 2.3 0.0 34 1.5 1.2 1.90 96 0 U 1 0.01 23 1 Q.00386 0.03 1 NA 1 10.02 0.12 404-36 412.67 407.2 27.79 is 1.53 0,000 o.ol 1.2 o.a -- � 34B 0.00 0 0 0.01 NA 0.00 0.02 407.04 412.83 399 / 0 57,76 18 20.89 0.034 i 95 11.8 0.5 36 16.7 99-4 157.7131 14 0.49 6 0 1.03 NA 0.51 2.46 40-116 410.00 401,14 153.70 18 16.70 0.012 3.31 9.4 0.3 38 143 8.1 115.�l 10 0-36 18 -10168 0.80 NA 0.40 3.71 407.15 414.33 407.15 5965 IS 14.30 0,016 0,94 8.1 0.3 4U 11A 9.3 106.a64 13 0.47 2 0 0.72 NA 0.36 130 408.45 415.75 408. 5 112.13 15 11.41 0,027 2.98F6.4 0.3 1 1- 42 7.9 6.4 5034188 0 6 0.22 17 .06371 0.62 NA 0,31 329 411.75 424.83 417. 5 I28.90 I5 7.86 0.013 1.63U.244 3.8 3.1 11,6261 O1 U.05 8 0 0.21 NA 0I1 1.73 41958 431.50 426. 0 119.65 15 3.78 0,003 0.350.0 46 1.8 1.5 2.782{04 00 0.a1 16 .00352 0.0.5 NA 0.03 0.37 426.37 433.92 428. 5) 105.12 15 1 �85 0,001 0.07 1.5 0.0 48 0.00 0 0 0.01 NA 0.00 0.08 428.93 435.92 p f 427.25 48.07 15 1.02 0.000 32 0.00 0 0 0.00 NA 0.00 0.01 427.26 433.67 419,15 48,49 15 1.55 0.000 0,02 1,3 0.0 30 0.00 0 0 0,01 NA 0.00 0,03 419.78 42633 405,(0 34,49 15 1.60 0,001 0,02 1.3 O,0 26 1.1 0.9 0.98�7 00 0.00 56 (.00586 0.02 NA 0.01 0.03 405.03 412.00 405. 0 55.77 15 1.10 0,000 0.01 0,9 0.0 _ 26B 0.00 0 0 0.00 NA 0.00 0.02 405.62 414.83 395,40 23,24 36 37.81 0,003 0,06 5.3 0.1 2 37.8 15.3 202.E 3 04 0.16 69 ,24434 0.51 N/A 0.26 0.32 395,72 399.50 395, 3 28,44 36 37.81 0,003 0.08 5,3 0.1 4 8.6 19.8 lti9, 04 61 2.13 28 .34023 3.58 N/A L79 1.87 397.60 404.00 347, O 148.fi0 36 30,19 0.0tY2 0.26 4.3 O.I 4B 20.9 17.6 367.86 48 1,69 22 .77018 2.53 N/A 126 1.52 399,12 403.00 399.12 119.94 24 10.70 0.002 023 3.4 O.0 6 10.1 5.7 57.6 32 0 5 0.18 40 .19241 0.41 NA 0 21 0.44 399.56 403.'5 399.96 94.84 18 10.09 0.008 0.75 5.7 0-1 I 8 &1 6.6 53.6-118 07 0.24 87 .4479 I0.81 NA 0AI 1.15 400.71 409.00 401. 0 50.33 15 8,11 0.013 0.68 6.6 0.2 10 7.3 6.0 43.9V3 O 6 0.19 66 .30589 0.67 NA 034 1.01 402.01 409.67 406.42) 199.89 15 T34 0.011 2.20 6.0 0.1 I1026 12 52 4.2 21.6.95 0.3 0,10 18 .02741 NA 0.13 2.33 408.75 425.83 419. 5 213,42 15 5-16 0-005 1.16 4.2 0.1 14 4.9 4.0 19.3 91 0.2 0.09 81 .16126 0.32 NA 0.16 1.32 421.07 433.67 425. 5 51.03 15 4.87 0.005 025 4.0 0.1 16 4.6 3.7 17. Q51 0 2 0.08 57 .10214 10.24 NA 0.12 0.37 426.12 433.83 426.25 141.64 15 4.59 0.004 0.61 3.7 0.1 18 2.3 1.9 4.20 04 01 0.02 21 .00851 I0.08 NA 10.04 0.65 1 426.90 433.67 427.25 108.81 15 227 0,001 U.H 1.9 0.0 20 0.8 0.7 0.5,457 00 0.00 80 .00492 0.02 NA 0,01 0.12 427:37 435.33 429.0 0 48.08 15 0.95 0.000 U.Ol 0.7 0.0 22 0.00 0 1 0 0.00 NA 0,00 0.01 429.01 43533 ,TH t7 I SCOTT R. COLLINSt4 Lic. No. 035791,1. k"101VAL 1" 1 0 J Lu fn Z J C3 V) Lu w ce H )£ Z 0 Lu 0 z U < 0 u.l J CL LU Lu m U) Lu ce LU QC w co 2, Lu -� PIPE DESIGN n=0.013for RCP n=0.01 for HDPE Ape Hydrology Pipe w O W m E t0 0 w C N E dy N N O E D Q U U U f @ d C1 _ U N .0 .0 O O C N E S Cl Y " (6 O m LL Q} ~ (U c J c (!) LL > LL Ape run: 22-OUT 22 20 0.15 0.85 0,128 0.128 5.00 6.67 0.85 0.85 428.25 428,00 48.1 0.01 0.0052 15 5.05 3.01 0.27 20 18 0.29 0.75 0.218 0.345 5.27 6.58 1.43 2.27 427.90 426.25 108.8 0.01 0.0152 15 8.63 5.93 0.31 18 16 0.28 0.75 0210 0.708 5.57 6.48 1,36 4.59 426.15 425.25 141.6 0.01 0.0064 15 5.60 5.07 0.47 16 14 0.08 0.75 0.060 0.768 6.04 6.34 0.38 4.87 425.15 424.75 51.0 0.01 0.0078 15 6.18 5,56 0.15 14 12 0.06 0.85 0.051 0.819 6.19 6.29 0.32 5.16 424,65 418.75 213.4 0.01 0.0276 15 11.63 9.13 0.39 12 10 0.16 0.85 0.136 1.188 6.58 6.18 0.84 7.34 411.00 405.42 199.9 0.01 0.0279 15 11.69 10.03 0.33 10 8 0.17 0.85 0.145 1.332 6.91 6.09 0.88 B.11 401.00 400.00 50.3 0.01 0.0199 15 9.87 8.98 0.09 8 6 0.12 0.75 0.090 1.664 7.01 6.06 1 0.55 10.09 399.90 398.00 94.8 0.01 0.0200 18 16.09 9.59 0.16 6 4B 0.15 0.75 0.113 1.777 7.17 6.02 0.68 10.70 395.86 395.26 119.9 0.01 0.0050 24 17.33 5.77 0.35 4B 4 0.00 0.30 0.000 5.087 7.52 5.93 0.00 30.19 395.16 394.41 148.6 0.01 0.0050 36 51.09 7.51 0.33 4 2 0.00 0.30 0.000 6.463 7.85 5.85 0.00 37.81 394.31 393.33 28.4 0.01 0.0345 36 13421 16.24 0.03 2 OUT 0.00 0.30 0.000 6.463 7.88 5.84 0.00 37.81 393.23 393.00 23.2 0.01 0.0100 36 72.26 10.31 0.04 Pipe run: 26B-8 26B 26 0.22 0.75 0.165 0,165 5.00 6.67 1.10 1.10 406.33 404.60 55.8 0.01 0.0310 15 12.32 6.18 0.15 26 8 0.10 0.77 0.077 0.242 5.15 6.62 0.51 1.60 404.50 404.00 34.5 0.01 0.0145 15 8.43 5.23 0.11 Pipe run: 30-12 30 12 0.31 0.75 0.233 0.233 5.00 6.67 1.55 1.55 419.00 418.75 48.5 0,01 OA052 15 5.05 3.62 0.22 Ape run: 32-18 32 18 0.18 0.85 0.153 0.153 5.00 6.67 1.02 1.02 426.50 426.25 48.1 0.01 0.0052 15 5.05 3.19 0.25 Pipe run: 48-4B 48 46 0.36 0.77 0.277 0.277 5.00 6.67 1.85 1.85 429.83 427.85 105.1 0.01 0.0188 15 9.60 5.96 0.29 46 44 0.45 0.66 0.298 0.575 5.29 6.57 1.96 3.78 427.75 425.00 119.7 0.01 0.0230 15 10.61 7.90 0.25 44 42 0.53 0.63 0.332 1.211 5.55 6.49 2.16 7.86 424.90 416.85 128.9 0.01 0.0624 15 17.48 13.87 0.15 42 40 0.22 0.80 0.176 1.771 5.70 6.44 1.13 11.41 416.75 407.42 112.1 0.01 0.0832 15 20.19 16.85 0.11 40 38 021 0.80 0.158 2.231 5.81 6.41 1.08 14.30 407.32 405.84 59.7 0.01 0.0248 18 17.92 11.24 0.09 38 36 0.10 0.85 0.085 2.617 5.90 6.38 0.54 16.70 405.74 402.24 153.7 0.01 0,0228 18 17.18 11.08 0.23 36 4B 0.33 0.84 0.277 3.310 6.13 6.31 1.75 20.89 402.14 398.50 57.8 0.01 0.0630 18 28.56 17.61 0.05 Ape run: 34B-36 34B 34 0.27 0.85 0.230 0.230 5.00 6.67 1.53 1.53 406.33 406.02 27.8 0.01 0.0112 15 7.41 4,68 0.10 34 36 0.22 0.85 0.187 0.417 5.10 6.63 1.24 2.76 405.92 403.24 64.2 0.01 0.0417 15 14.29 8.87 0.12 Ape run: 142-38 142 50 0.12 0.77 0.092 0.092 5.00 6.67 0.62 0.62 416.75 413.00 45.6 0.01 0.0822 15 20.06 7.36 0.10 50 38 0.27 0.77 0.208 0.300 5.10 6.63 1.38 1.99 411.50 40T 50 64, 8 0.01 0.0617 15 17.38 9.22 0.12 Ape run: 140-40 140 40 0.54 0.54 0.293 0.293 5.00 6.67 1.95 1.95 411.00 409.42 32.6 0,01 0.0485 15 15.41 8.60 0.06 Ape run: 56-42 56 54 0.27 0.77 0.208 0.208 5.00 6.67 1.39 1.39 419.83 418,60 29.3 0.01 0.0419 15 14.32 7.39 0.07 54 42 0.22 0.80 0.176 0.384 5.07 6.64 1.17 2.55 418.50 416,85 46.7 0.01 0.0353 15 13.15 8.16 0.10 Ape run: 5BB-44 58B 58 020 0.80 0.160 0.160 5.00 6.67 1.07 1.07 426.33 425.80 32.3 0.01 0.0164 15 8.96 4.88 0.11 58 44 0.18 0.80 0.144 0.304 5.11 6.63 0.95 2.02 425.70 425,00 52.2 0.01 0.0134 15 8.10 5.39 0.16 Ape run: 76-4 76 74 0.07 0.80 0.056 0.056 5.00 6.67 0.37 0.37 437.75 437.45 36.7 0.01 0.0081 15 6.30 2.76 0.22 74 72 0.27 0.80 0.216 0.272 5.22 6.60 1.42 1.79 437.35 436.35 123.6 0.01 0.0081 15 6.30 4.39 0.47 72 68 0.17 0.80 0.136 0.408 5.69 6.45 0.88 2.63 436.25 433.18 128.5 0.01 0.0239 15 10.82 7.20 0.30 68 138 0.18 0.80 0.144 0.552 5.99 6.35 0.91 3.51 433.08 432.43 40.0 0.01 0.0164 15 8.96 6.82 0.10 138 66 0.09 0.90 0.081 0.633 6.09 6.32 0.51 4.00 432.33 429.25 70.8 0.01 0.0435 15 14.60 10.03 0.12 66 64 0.04 0.80 0.032 0.665 6.20 6.29 0.20 4.18 428.75 421.75 122.8 0.01 0.0570 15 16.71 11.30 0.18 64 62 0.04 0.63 0.025 1.035 6.38 6.24 0.16 6.46 421.25 419.35 49.9 0.01 0.0381 15 13.66 10.94 0.08 62 60 0.26 0.76 0.198 1.376 6.46 6.22 1.23 8.56 419.25 415,27 68.8 0.01 0.0579 15 16.84 13.72 0.08 60 4 0.00 0.30 0.000 1.376 6.54 6.19 0.00 8.56 414.00 399.50 90.5 0.01 0.1603 15 28.02 19.81 0.08 Ape run: 52-62 52 62 0.18 0.80 0.144 0,144 5.00 6.67 0.96 0.96 422.00 421.35 59.6 0.01 0.0109 15 T 31 4.07 0.24 Ape run: 136-64 136 64 0.51 0.68 0.344 0.344 5.00 6.67 2.30 2.30 424.75 423.25 54.6 0.01 0.0275 15 11.61 7.34 0.12 Pipe run: 138-68 98 96 0.18 0.77 0.139 0.139 5.00 6.67 0.92 0.92 433.45 433.29 29.2 0.01 0.0055 15 5.19 3.16 0.15 Pipe run: 98-OUT 94 92 0.16 0.75 0.120 0.371 5.53 6.50 0.78 2.41 432.69 432.32 73.2 0.01 0.0051 15 5.00 4.00 0.30 92 90 0.32 0.73 0.233 0.604 5.84 6.40 1.49 3.86 432.22 431.60 124.5 0.01 0.0050 15 4.95 4.45 0.47 90 88 0.00 0.90 0.000 1.874 6.79 6.12 0.00 11 A8 431.50 431.25 49.2 0.01 0.0050 24 17.33 5.88 0.14 88 86 0.04 0.75 0.030 1904. 6.93 6.08 0.18 11.59 431.15 431.00 28.4 0.01 0.0053 24 17.84 6.02 0.08 86 84 0.23 0.66 0.152 2.056 7.01 6.06 0.92 12.46 430.90 430.54 71.6 0.01 0.0050 24 17.33 5.98 0.20 84 82 0.25 0.85 0.213 2.269 7.21 6.01 1.28 13.64 430.44 429,92 103.2 0.01 0,0050 24 17.33 6.09 0.28 82 80 0.00 0.90 0.000 2.500 7.49 5.94 0.00 14.85 429.82 428.97 169.4 0.01 0.0050 24 17.33 6.20 0.46 80 OUT 0.00 0.90 0.000 5.600 7.95 5.82 0.00 32.61 428.87 42865 42.6 0.01 0,0052 36 52.10 7.76 0.09 Ape run: 100-82 100 82 0.35 0.66 0.231 0.231 5.00 6.67 1.54 1.54 434.10 433.50 69.8 0.01 0.0086 15 6.49 4.32 027 Ape run: 118-90 118 116 0.10 0.66 0.066 0.066 5.00 6.67 0.44 0.44 438.17 436.18 116.0 0.01 0.0172 15 9.18 3.70 0.52 116 114 0.16 0.76 0.122 0.413 5.52 6.50 0.79 2.68 436.08 433,50 117.3 0.01 0.0220 15 10.38 7.02 028 114 90 0.14 0.85 0.119 0.801 5.80 6.41 0.76 5.14 433.40 431.67 50.7 0.01 0.0341 15 12.92 9.84 0.09 Ape run: 120-114 120 114 0.35 0.77 0.270 0.270 5.00 6.67 1.80 1.80 433.67 433.50 27.8 0.01 0.0061 15 5.47 3.97 0.12 Ape run: 122-116 122 116 0.30 0.75 0.225 0.225 5,00 6,67 1.50 1.50 436.50 436.18 28.1 0.01 0.0114 15 7.47 4.73 0.10 Ape run: 110-90 110 108 0.04 0.90 0.036 0.036 5.00 6.67 0.24 0.24 440.33 440.15 30.8 0.01 0.0058 15 5.33 2.15 0.24 108 106 0.10 0.90 0.090 0.126 5.24 6.59 0.59 0.83 440.05 439.14 165.8 0,01 0.0055 15 5.19 3.10 0.89 106 104 0.13 0.85 0.111 0.237 6.13 6.31 0.70 1.49 439,04 437.43 131.8 0.01 0.0122 15 7.73 4.80 0.46 104 102 0.18 0.77 0.139 0.375 6.59 6.18 0.86 2.32 43T33 436.35 43.8 0.01 0.0224 15 10A7 6.74 0.11 102 90 0.02 0.90 0.018 0.470 6.70 6.15 0.11 2.89 436.25 434.00 52.9 0.01 0.0425 15 14A3 9.12 0.10 Ape run: 130-80 130 128 3.10 0.75 2,325 2.325 5.00 6.67 15.50 15.50 449.50 448.83 48.4 0.01 0.0138 24 28.79 9.32 0.09 128 112 0.13 0.90 0.117 2.442 5.09 6.64 0.78 16.21 446.67 444,67 133.0 0.01 0.0150 24 30.02 9.71 0.23 112 126 0.20 0.65 0.130 2.572 5.31 6.57 0.85 16.89 442.00 440.92 78.2 0.01 0.0138 24 28.79 9.52 0.14 126 124 0.04 0.90 0,036 2.930 6.63 6,17 10,22 18.011 440,00 439,27 51.2 0,01 0,0143 24 29,31 9.76 0,09 124 80 020 0.85 0.170 3.100 6.72 6.15 1.04 19.05 439.17 438.92 20.2 0.01 0.0124 24 27.29 9.37 0.04 Ape run: 134-126 134 132 0.44 0.63 0,277 0,277 6.00 6.35 1.76 1.76 441.27 440.93 64.4 0.01 0.0052 15 5.05 3.71 0.29 132 126 0.06 0.75 0.045 0.322 6.29 6.27 0.28 2.02 440.83 440.43 73.8 0.01 0.0051 15 5.00 3.65 0.34 Ape run: 144-102 144 102 0.09 0.85 0.077 0.077 5.00 6.67 0.51 0.51 440.58 438.00 52.9 0.01 0.0488 15 15.46 5.67 0.16 DRAINAGE DESCRIPTIONS STR. PIP INFORMATION I INLET INFORMATION NO DIA. (in.) LENGTH* (ft.) SLOF (°lo E INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOTRIM* LENGTH ELE ATION COMMENTS 22 DI-313 CG-6 8 4 5.33 VDOT STD. IS-1 REQ'D 21 15 48.08 0.52 ° 428.25 428.00 HDPE 20 DI-313 CG-6 10 435.33 VDOTSTD. IS-1 REQ'D 19 15 108.81 1.52 ° 427.90 426.25 HDPE 18 DI-3G CG-6 6 433.67 VDOT TD. IS-1 REQ'D 17 15 141.64 0.64 ° 426.15 425.25 HDPE 16 DI-31313 CG-6 4 4 3.83 VDOT TD. IS-1 REQ'D 15 15 51.03 0.78 ° 425.15 424.75 HDPE 14 DI-36B CG-6 4 432.67 VDOT STD. IS-1 REQ'D 13 15 213.42 2.76 ° 424.65 418.75 HDPE 12 DI-3BB CG-6 10 425.83 VDOT TD, IS-1 REQ'D 11 15 199.89 2.79 ° 411.00 405.42 HDPE 10 DI-3BB CG-6 10 409.67 VDOT qTD. IS-1 REQ'D 9 15 50.33 1, 99 ° 401.00 400.00 HDPE 8 DI-3BB CG-6 10 40900 VDOT TD. IS-1 REQ'D 7 18 94.84 2.00 0 399.90 398.00 HDPE 6 DI-3B CG-6 10 403.75 VDOT TD. IS-1 REQ'D 5 24 119.94 0.50 0 395.86 395.26 HDPE 4B MH; 1 CG-6 - 4 3.00 VDOT STD. IS-1 REQ'D 4A 36 148.60 0.50 n 395.16 394.41 HDPE 4 MH-1 CG-6 - 404.00 VDOT JD. IS-1 REQ'D 3 36 28.44 3.45 0 394.31 393.33 HDPE 2 MH-1 CG-6 - 3 9.50 VDOT TD. IS-1 REQ'D 1 36 23.24 0.99 0 393.23 393.00 HDPE 26B DI-3BB CG-6 12 4 4.83 VDOTSTD. IS-1 REQ'D 26A 15 55.77 3.10 ° 406.33 404.60 HDPE 26 DI-3B CG-6 4 4 2.00 VDOTSTD. IS-1 REQ'D 25 15 34.49 1.45 ° 404.50 404.00 HDPE 30 DI-3B CG-6 12 426.33 VDOTSTD. IS-1 REQ'D 29 15 48.49 0. 52 ° 419.00 418.75 HDPE 32 DI-3C CG-6 6 43167 VDOTSTD. IS-1 REQ'D 31 15 48.07 0.52 ° 426.50 426.25 HDPE I I 48 DI-3B CG-6 8 435.92 VDOT qTD. IS-1 REQ'D 47 15 105.12 1.88 a 429.83 427.85 HDPE 46 DI-313 CG-6 8 433.92 VDOTSTD. IS-1 REQ'D 45 15 119.65 2.30 0 427.75 425.00 HDPE 44 DI-3B CG-6 10 411.50 VDOT TD. IS-1 REQ'D 43 15 128.90 6.25 ° 424.90 416.85 HDPE 42 DI-313 CG-6 16 424.83 VDOT TD. IS-1 REQ'D 41 15 112.13 8.32 ° 416.75 407,42 HDPE 40 DI-313 CG-6 6 4 5.75 VDOTSTD. IS-1 REQ'D 39 18 59.65 2.48 ° 407.32 405.84 HDPE 38 DI-313B CG-6 6 4 4.33 VDOT TD. IS-1 REQ'D 37 18 153.70 2.28 ° 405.74 40224 HDPE 1 36 DI-313 CG-6 12 4 0.00 VDOT TD. IS-1 REQ'D 35 18 57.76 6.30 0 402.14 398.50 HDPE 34B DI-3B CG-6 4 4 2.83 VDOTSTD. I3-1 REQ'D 34A 15 27.79 1.12 0 406.33 406.02 HDPE 34 DI-313 CG-6 10 4 2.67 VDOT ISTD. I3-1 REQ'D 33 15 64.20 4.17 0 405.92 403.24 HDPE 142 DOB CG-6 8 423.67 VDOT TD. IS-1 REQ'D 141 15 45.62 8.22 Q 416.75 413.00 HDPE 50 DI-313B CG-6 16 4 0.17 VDOT TD. IS-1 REQ'D 49 15 64.79 6.17 ° 411.50 407.50 HDPE 140 DI-313 CG-6 6 4 5.75 VDOT 13TD. IS-1 REQ'D 139 15 32.57 4.85 a 411.00 409.42 HDPE 56 DI-3B CG-6 4 426.58 VDOT 4TD. IS-1 REQ'D 55 15 29.32 4.20 ° 419.83 418.60 HDPE 54 DI-3B CG-6 8 4 625 VDOTSTD. IS-1 REQ'D 53 15 46.73 3.53 0 418.50 416.85 HDPE I I I 58B DI-3B CG-6 6 43125 VDOTSTD. IS-1 REQ'D 58A 15 32.29 1.64 a 426.33 425.80 HDPE 58 1 1 1DI-313 CG-6 1 4 4 3.25 VDOTSTD. IS-1 REQ'D 57 15 52.24 1.34 0 425.70 425.00 HDPE 76 DI-3B CG-6 4 4 4.50 VDOT STD. IS-1 REQ'D 75 15 36.72 0.82 ° 437.75 437.45 HDPE 74 DI-313 CG-6 10 4 4.50 VDOTSTD. IS-1 REQ'D 73 15 1 123.56 0.81 % 437.35 436.35 HDPE 72 DI-313 CG-6 8 4 2.42 VDOT STD. IS-1 REQ'D 71 15 128.52 2.39 0 436.25 433.18 HDPE 68 DI-313 CG-6 8 440.00 VDOTSTD. IS-1 REQ'D 67 15 39.98 1.63 0 43108 432.43 HDPE 138 DI-3B CG-6 6 4 925 VDOT TD. IS-1 REQ'D 137 15 70.80 4.35 0 432,33 429.25 HDPE 66 DI-3B CG-6 4 435.08 VDOTSTD. IS-1 REQ'D 65 15 122.77 5.70 ° 428.75 421.75 HDPE 64 DI-3BB CG-6 6 429,50 VDOTSTD. IS-1 REQ'D 63 15 49.92 3.81 ° 421.25 419.35 HDPE 62 DI-3BB CG-6 12 427.42 VDOTSTD. IS-1 REQ'D 61 15 68.75 1 5.79 ° 419.25 415.27 HDPE 60 MH-1 CG-6 - 425.00 VDOT TD. I8-1 REQ'D 59 15 90.46 16.0 % 414.00 399.50 HDPE 52 DI-3B CG-6 4 4 9.08 VDOTSTD. IS-1 REQ'D 51 15 59.60 1.09 0 422.00 421.35 HDPE I 136 DI-313 CG-6 12 432.42 VDOT TD. IS-1 REQ'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 INVER OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM* ELEVATION COMMENTS 981 1DI-313 CG-6 6 438.33 VDOT STD. IS-1 REQ'D 97 15 29.21 0.5 % 433.45 433.29 HDPE 96 DI-313 CG-6 8 438.67 VDOT STD. IS-1 REQ'D 95 15 81.44 0.4 % 433.19 432.791 HDPE 94 ❑I-313 CG 4 438.50 VDOT STD. IS-1 REQ'D 93 15 73.18 0.5 % 432.69 , 432.32 HDPE 92 I DI-313 CG 8 439.25 VDOT STD. IS-1 REQ'D 91 15 124.54 0.5 % 432.22 I 431.60 HDPE 90 MH-1 CG-6 - 440A7 VDOT STD. IS-1 REQ'D 89 24 49.18 0.5 % 431.50 ` 431.25 HDPE 88 DI-3BB CG-6 4 439.33 VDOT STD. IS-1 REQ'D 87 24 28.37 0.5 % 431 A 5 1 431.001 HDPE 86 DI-3CC CG-6 6 439.25 VDOT STD. IS-1 REQ'D 85 24 71.61 0.5 % 430.90 430.54 HDPE 84 DI-31BB CG-6 8 439.25 VDOT STD. IS-1 REQ'D 83 24 103.18 0.5 % 430.44 ; 429.9211 HDPE 82 MH-1 CG-6 - 442.25 VDOT STD. IS-1 REQ'D 81 24 169.40 0.5 % 429.82 428.97] HDPE 80 MH-1 CG-6 - 445.00 VDOT STD. IS-1 REQ'D 79 36 42.55 0.5 % 428.87: 428.6511 HDPE 10 DI-3B CG 12 441.25 VDOT STD. IS-1 REQ'D VDOT STD. SL-1 REQ'D 99 15 69.82 0.8 % 434.10 ' 433.50 HDPE 118 DI-313 CG-6 6 445.50 VDOT STD. IS-1 REQ'D 117 15 115.98 1.7 % 438.17 436.18 HDPE 116 DI-36 CG-6 6 443.42 VDOT STD. IS-1 REQ'D 115 15 117.28 2.2 % 436.08 433.501 HDPE 114 DI-313 CG 6 440.58 VDOT STD. IS-1 REQ'D 113 15 50.70 3.4 % 433.40 431.67 HDPE 120 DI-3C CG-6 10 440.50 VDOT STD. IS-1 REQ'D 119 15 27.83 0.6 % 433.67 433.50 HDPE I 122 DI-3B CG 8 443.50 VDOT STD. IS-1 REQ'D 121 15 28.10 1.1 % 436.50 436.18 HDPE I lic DI-313 CG 4 447.00 VDOT STD. IS-1 REQ'D 10 15 30.83 0.5 % 440.33 440.15111 HDPE 108 DI-313 CG-6 6 447.17 VDOT STD. IS-1 REQ'D 107 15 165.80 0.5 % 440.05 ! 439.14 HDPE 106 DI-313 CG-6 6 446.58 VDOT STD- IS-1 REQD 105 15 131.82 1.2 % 439.04 437.431 HDPE 101 DI-313 CG-6 6 444.42 VDOT STD. IS-1 REQ'D 10 15 43.82 2.2 % 1 437.33I 436.35 HDPE 102 DI-313 CG-6 8 443.00 VDOT STD. IS-1 REQ'D 101 15 52.94 4.2 % 436.25 434.00' HDPE 13C DI-3BB CG-6 8 457.67 VDOT STD. IS-1 REQ'D 12S 24 48.43 1.3 % 449.50 448.83 HDPE 128 DI-3BB CG-6 8 457.33 VDOT STD. IS-1 REQ'D 127 24 133.04 1.5 % 446.67 I 444.67 HDPE 11 DI-31313 CG 10 450.85 VDOT STD. IS-1 REQ'D 111 24 7823 1.3 % 44200 440.92 HDPE 126 DI-31313 CG-6 4 448.08 VDOT STD. IS-1 REQ'D 125 24 51.22 1.4 % 440.00 439.27 HDPE 124 DI-3BB CG-6 10 447.58 VDOT STD. 1S-1 REQ'D 123 24 20.18 1.2 % 439.17 438.92 HDPE 134 DI-3B CG-6 12 447.17 VDOT STD, IS-1 REQ'D 133 15 64.40 0.5 % 441.27 440.93 HDPE 132DI-313 CG-6 6 447.86 VDOT STD. IS-1 REQ'D 131 15 78.77 0.5 % 440.83 440.4T HDPE i I 144 DI-3B CG-6 6 445.58 VDOT STD. IS-1 REQ'D 14 15 52.90 4.8 % 440.58 i 438.00 HDPE z 0 N ce TH SCOTT R. COLLINSZ Lic_ No. 035791,E 0 0 � Uj Ln ® < H z ZONAL Tr • . ♦ rowt lei 152116 o73 m ar SCALE a w AS NOTED m c � o y SHEET NO. 0 29 f- 3 INLETS ON GRADE, Intensity Mannings Coefficient, DESIGN (CURB SPREAD 4.00 (Intensity n is 0.013 AND INLET CAPTURE) is 4 in/hr for spread, and 6.5 i /hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet m {�i} iU 0 a 7 .0 0 ¢ UN O o CO L � U L U U 6 a 'S (6 � Q f N O 'm O U CO a F0 N w N C CD `� U> W ie can cn 1- u°a C � Q J C I I CV N W N O = .0 -C a N > O to L m X 7 b r II II J C U G' ri to W ui 6 3B 10.0 0.15 .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 C.75 0.090 0.36 0.00 0.36 0.0690 0.0200 2.O 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 31313 10.0 0.17 C.85 0.145 0.58 0.00 0.53 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 C.85 0.136 0.54 0.00 0.54 0.0790 0.0200 2.O 0.0830 4.1500 3.60 0.93 3.5120 0,1463 Q.1561 8.36 110 1.00 0.54 0.00 14 3BB 4.0 0.06 C.85 0.051 0.20 0.00 0.2p 0.0110 0.0200 2A 0.0830 1 4.1500 3.61 0.93 3.5120 0.1463 1 0.1561 3.06 1 1.31 1.00 1 0.20 O.00 16 31313 4.0 0.08 C.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 C.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 22 313 8,0 0.15 C.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 26 313 6.0 0.10 C.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 26B 313B 12.0 0,22 C.75 0.165 0.66 0.00 0.63 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 .75 1 0.233 0.93 0.00 0.9p 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 C.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 1 - 34B 3B 4.0 0.27 C.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 31313 6.0 0.10 C.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 - 40 313 6.0 0.21 C.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 42 313 16.0 1 0.22 q.80 1 0.176 0.70 0.26 0.917 1 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 36 10.0 0.20 C.80 0.160 0.64 0.14 0.73 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 313 8.0 0,20 C.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 48 313 8.0 0.36 C.77 0.277 1.11 0.02 1.13 0.0200 0.0200 2.0 1 0.0830 4.1500 6.14 1 0.81 3,5120 1 0.1463 0.1385 1 8.09 0.99 1 1.00 1.13 0.0Q 50 3BB 16.0 0.27 C.77 0.208 0.83 0.00 0.83 O.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 52 313 4.0 0.18 q.80 0.144 0.58 0.00 0.5p 1 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 54 313 8.0 0.22 0.80 1 0.176 0.70 0.00 0.73 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 - 56 313 4.0 0.27 C.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 fl.1463 0.1561 8.43 0.47 0.69 0.57 0.26 42 58 313 4.0 0.18 C.80 0.144 0.58 0.00 0.53 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 C.80 0.160 0.64 0.00 0.64 0,0379 0.0200 2.0 0.0830 4.1500 4,39 1 0.92 3.5120 0.1463 0.1546 7.22 0.83 1 0.96 0.61 0.03 44 62 3B 12.0 0.26 C.76 0.198 0.79 0.00 0.7p 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 QM 0.025 0.10 1 0.00 0.1 0.0460 1 0.0200 2.0 0.0830 4.1500 2.12 1.OQ 3.5120 0.1463 0.1663 3.37 1.78 1.00 0.10 0,00 66 313 4.0 0,04 .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 8.0 0.18 C.80 0.144 0,58 0.00 0.53 0.0191 0.0200 2.0 1 0.0830 4.1500 4.80 0.90 3.5120 0.1463 0.1517 5.69 1 1.41 1.00 0.58 1 0.00 72 3B &0 0.17 C.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 74 313 10.0 0.27 C.80 0.216 0.86 0.00 0.8p 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 q.80 0.056 0.22 1 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 1.00 022 0.00 84 313B 8.0 0.25 C.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 31321 4.0 0.04 C.75 0,030 0.12 0.00 0.1 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 C.90 0.189 0.76 0,00 0.73 0.0095 0.0200 2.0 0.0830 4.1500 6.06 0.61 3.5120 0.1463 0.1385 5.46 1.47 1.00 0.76 0.00 94 313 4.0 0.16 C.75 0,120 0.48 Q,00 0.43 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 q.80 0.112 0.45 1 0.00 0.4p 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 C.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 3B 12.0 0.35 C.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 C.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 38 6.0 0.18 C.77 0.139 0.55 0.00 O.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 C.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 0.00 108 313 6.0 0.10 q.90 0.090 0.36 0.00 0.33 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 OM 1 0.036 0.14 0.00 0.1l4 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 31313 10.0 0.20 C.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 0.00 114 313 6.0 0,14 C.85 0.119 0.48 0.00 0.43 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 C.76 0.122 0.49 0.00 0.4D 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 MO C.66 0.066 0.26 0.00 0.23 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 0,00 122 313 8.0 0.30 C.75 1 0.225 0.90 0.00 Q.9D 0.0161 OMOO 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 C.85 1 0.170 0.68 0.00 0.63 0.0320 Q.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 31313 4.0 1 0.04 C.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 31313 8.0 0.13 C.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 1 0.1561 7.19 1.11 1.00 1 0.47 0.00 130 STR 31313 8.0 0,10 C.90 0.090 0.36 0.00 0.33 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 0.00 132 313 6.0 0.06 .75 0.045 0.18 0.00 0.13 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 q.63 0.277 1.11 0.00 1.1 1 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 C.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 0.00 138 313 6.0 0.09 .90 0.081 0.32 0.00 0.3 0.0200 0.0200 2.0 0.0830 4.1500 3.84 0.96 3.5120 0.1463 0.1605 4.38 1.37 1.0Q 0.32 0.00 142 3B 8.0 0,12 .77 0.092 0.37 0.00 0.3 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 OX 0.00 144 3B 6.0 0.09 .85 0.077 1 0.31 0.00 031 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 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLE SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr fors read, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N 0- Lo V N a s @ O D N Q @ O ? O 'O @ O y C N N U 07 i O U O - Q U a i0 6J -O J I- o @ @ p U v- @ Q Ul o O o to a > Q U <L U 0 J Cs US X U} ?s U) O left 0.14 0.75 a. 05 0.42 0.00 0.42 0.0010 0.0200 1 2.0 0.0830 4.1500 7.42 0.72 right 0.14 a.75 0. 05 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 flaw 0.8 0.11 0.247 5.66 left 0.09 0.85 0.077 0.31 1 0.00 0.31 0.0010 0.0200 [2K 0.0830 4.1500 6.59 0.77 right 0.09 0.85 fl. 77 0.31 1 0.00 0.31 0.0010 0.0200 2.0 0.0830 4.1500 1 6.59 0.77 32 3C 6.0 combined flow 0.6 0.09 0.200 4.58 left 0.16 0.84 0. 34 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. 43 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0830 4.1500 8.32 0.66 combined flaw 1.1 0.10 0.215 4.92 36 36 12.Q left 0.11 0.66 0. 73 0.29 MO 0.29 0.0010 0.0200 2.0 0.0830 4.1500 6.46 0.78 right 0.12 0.66 0. 79 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 flaw 0.6 0.09 0.199 4.56 left 0.071'015 60 0.24 0,00 0.24 0.0010 0.0200 2.0 0.0830 4.1500 5.99 0.81 right 0.08. Foo- 681 0.27 1 0.00 0.27 0.0010 0.0200 2.0 0.0830 4.1500 6,30 0.80 114 3C I6.0 combined flow 0.5 0.08 0.177 4.06 left 0.22 a.80 0. 76 1 0.70 0.00 0.70 0.0010 0.0200 2.0 0.0830 4.1500 9.00 0.62 right 0.21 10.80 0. 68 1 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 1 0.12 0.272 623 left 0.04 0.77 0.031 0.12 0.00 0.12 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 1 2.0 0.0830 4.1500 5.09 1 0.88 140 3C 4.0 1 combined flow 1 0.3 0.06 1 0,138 3.16 utter longitudinal slope of 0.001 should be used in a surnp condition - rate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - f r inlets draining to stormwater management facilities, tile 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 i Mannings Coefficient, n is 0.013 /hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet s Q 67 5 cc w > @ rfi uC U U O 0 i ¢ O C1 0 ?� O C6 O � NO zi U to (n to 0 O cn O U s U O X 6J (n U) W 1- W = 11 N N W a W O UJ ,2 d D N II 2� .� � U i, @ to U> J J W (5 0 U 6 313 10.0 0.15 0.75 0.113 0.45 0.00 0.4,5 0.0460 0.0200 2.0 ME 30 4.1500 3.71 0,90 3. 120 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 0.33 0.0690 0,0200 2.0 O.OE 30 4.1500 3.17 0.93 3. 120 0.1463 0.1561 6.75 1.48 1.00 0.36 0.0Q 10 3BB 10.0 0.17 0.85 0,145 0.58 0.00 0.5 0,0690 0.0200 2.0 O.Q 30 4.1500 3.78 0.92 3. 120 0.1463 0.1546 8.28 1.21 1.00 0.58 MO 12 3BB 10.0 0.16 0.85 0.136 0.54 0.00 0.5 0.0790 0.0200 2.0 M 30 4.1500 3.60 0,93 3. 120 0.1463 0.1561 8.36 1.20 1.00 0.54 0.00 14 3BB 4.0 0.06 0.85 0.051 0.20 0,00 0.2 0.0110 0.0200 2.0 MEW 4.1500 3.61 0.93 3. 120 0.1463 0.1561 3.06 1.31 1.00 0.20 0.00 16 3BB 4.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0110 0.0200 2.0 ME 30 4.1500 3.84 0.91 3,5120 0.1463 0.1532 3.32 1.21 1.00 0.24 0,00 20 313 10.0 0.29 0.75 0.218 0.87 0.00 0.87 0.0240 0.0200 2.0 ME 30 4.1500 5.37 0,86 3.5120 0.1463 0.1458 7.42 1.35 1.00 0.87 0.00 22 36 8.0 0.15 0.85 0.128 0.51 0.00 0.51 0,0240 0.0200 2.0 MEW 4,1500 4.40 0.87 3.5120 0.1463 0.1473 5.89 1.36 1.00, 0.51 0.00 26 313 6.0 0.10 0.77 0.077 0.31 0.00 0.31 0.0200 0,0200 2.0 O.OE 30 4.1500 3,77 0.96 3.5120 0.1463 0.1605 4.29 1.40 1.00 0.31 0.00 8 26B 31313 12.0 0.22 0.75 0.165 0.66 0.00 0.6 0.0755 0.0200 2.0 0.0 30 4.1500 3.91 0.95 3.5120 0.1463 0.1590 8.84 1.36 1.00 0.66 0.00 30 313 12.0 0.31 0.75 0.233 0.93 0.00 0.93 0.0790 0.0200 2.0 MEW 4.1500 4.40 0.87 35120 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 O.a 30 4.1500 4.57 0.92 3.5120 0.1463 0.1546 7.95 126 1.00 0.75 0.00 34B 3B 4.0 0.27 0.85 0.230 0.92 0.10 1.0 0.0440 0.0200 2.0 0.0 30 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 0.0 30 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 MEW 4.1500 5.05 0.88 3.5120 0.1463 0.1488 6.22 0.96 1.00 0.67 0.00 42 313 16.0 0.22 0.80 0.176 0.70 0.26 0.97 0.0910 0.0200 2.0 0.0 30 4.1500 4.35 0.86 3.5120 0.1463 0,1458 11.55 1,38 1.00 0.97 0.00 44 STR 313 10.0 0.20 0.80 0.160 0.64 0.14 0.75 0.0200 0.0200 2.0 O.0 3O 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 O.OE 30 4.1500 4.95 0.83 3.5120 0.1463 0.1415 6.29 1.27 1.00 0.64 MO 48 313 8.0 0.36 0.77 0.277 1.11 0.02 1.13 0.0200 0.0200 2.0 0_0E 30 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_0E 30 4.1500 4.04 0.84 3. 120 0.1463 0.1429 11.33 1.41 1.00 0.83 0.00 - 52 313 4.0 0.18 0.80 0.144 0.58 0.00 0.5 0.0308 0.0200 2.0 ME 30 4.1500 4.39 0.93 3. 120 0.1463 0.1561 6.45 0.62 0.82 0.48 0.10 34B 54 313 8.0 0.22 0,8Q 0.176 0.70 0.00 0.7D 0.0449 0.0200 2.0 0.0 30 4.1500 4.41 0.92 3.5120 0.1463 0.1546 7.91 1.01 1.00 0.70 0.00 - 56 313 4.0 0.27 0.77 0.208 0.83 0.00 0.83 0.0449 0.0200 2.0 ME 30 4.1500 4.70 0.93 3.5120 0.1463 0,1561 8.43 0.47 0.69 0.57 0.26 42 58 313 4.0 0.18 0.80 0.144 0.58 0.00 0.53 Q.0379 0.0200 2.0 O.OE 30 4.1500 4.22 0.94 3.5120 0.1463 0.1576 6.83 0,59 0.80 0.46 0.12 44 56B 313 6.0 0.20 0.80 0.160 0.64 0.00 0.64 0.0379 0.0200 2.0 ME 30 4.1500 4.39 0.92 3.5120 0.1463 0.1546 7.22 0.83 0.95 0,61 0.03 44 62 313 12.0 0.26 0.76 0.198 0.79 0.00 0.7 0.0720 0.0200 2.0 O.0 30 4.1500 4.22 0.90 3.51120 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 0.1 0.0460 0.0200 2.0 O.O 30 4.1500 2.12 1,00 3. 120 0.1463 1 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 0.1p 0.0200 0.0200 2.O O.OE 30 4.1500 2.71 0.99 3.1120 0.1463 0.1649 2.92 1.37 1.00 0.13 0.00 - 68 36 6.0 0.18 0.80 0.144 0.58 0.00 0.53 0.0191 0.0200 2.0 O.OE 30 4.1500 4.60 0.90 3. 120 0.1463 0.1517 5.69 1.41 1.00 0.58 0.00 - 72 36 8.0 0.17 0.80 0.136 0.54 0.00 0.54 0.0191 0.0200 2.0 ME 30 4.1500 4.70 0.90 3.5120 0.1463 0.1517 5.55 1.44 1.00 0.54 0.00 - 74 36 10.0 0.27 0.80 0.216 0.86 0.00 083 0.0130 0.0200 2.0 ME 30 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.Q 0.07 0.80 0.056 0.22 0.00 0.22 0.0130 0.0200 2.0 0.a 30 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 0.83 0.0170 0.0200 2.0 O.O 30 4.1500 5.68 0.75 3.5120 0.1463 0.1298 7.10 1.13 1.00 0,85 0.00 - 88 31313 4.0 0.04 0.75 0.030 0.12 0.00 0.1p 0.0200 0,0200 2.0 0.0 30 4.1500 2.64 0.99 3. 120 0.1463 0.1649 2.84 1.41 1.00 0.12 0.00 - 92 STR 313 8.0 0.21 0.90 0.189 0.76 0.00 0.7i 0.0095 0.0200 2.0 O.OE 30 4.1500 6.06 0.81 3.5120 0.1463 0,1385 5.46 1.47 1.00 0.76 0.00 - 94 313 4.0 0.16 0.75 0.120 0.48 0.00 0.4 0,0100 0.0200 2.0 ME 30 4.1500 5.06 0.88 3.5120 0.1463 0.1488 4.39 0.91 0.99 0.47 0.01 48 96 313 8.0 0.14 0.80 0.112 0.45 0.00 0.4 0.0460 0.0200 2.0 O.OE 30 4,1500 3.71 0.96 3.5120 0.1463 0.1605 6.44 1.24 1.00 0.45 0.00 - 98 313 6.0 0.18 0.77 0.139 0.55 0.00 0.5 0.0460 0.0200 2.0 MEW 4.1500 4.02 0.95 3.5120 0.1463 0.1590 7.08 0.85 0,97 0.54 0.02 48 100 313 12.0 0.35 0.66 0.231 0.92 0.00 0.9 0.0310 0.0200 2.0 Q.0 30 4.1500 5.24 0.82 3. 120 0.1463 0.1400 6.42 1.43 1.00 0.92 0.00 - 102 313 8.0 0.02 0.90 0.018 0.07 0.00 0.0 0.0400 0.0200 2.0 ME 30 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 O.OE 30 4.1500 4.30 0.93 3.5120 0.1463 0.1561 6.42 0.93 0.99 0.55 0.00 106 313 6.0 0.13 0.85 0.111 0.44 0.00 0.44 0.0150 0.0200 2.0 O.OE 30 4.1500 4.55 0.86 3.5120 0.1463 0.1458 4.85 124 1.00 0.44 0.00 108 3B 6.0 0.10 0.90 0.090 0.36 0.00 0.313 0.0130 0.0200 2.0 O.Q 30 4.1500 4.33 0.88 15120 0.1463 0.1488 4.21 1.43 1.00 0.36 0.00 110 313 4.0 0.04 0.90 0.036 0.14 0.00 0.114 0.0130 0.0200 2.0 O.OE 30 4.1500 3.07 0.99 3. 120 0,1463 0.1649 2.69 1,49 1.00 0.14 0.00 112 3BB 10.0 0.20 1 0.65 0.130 0.52 0.00 0.52 0.0340 0.0200 2.0 O.OE 30 4.1500 4.15 0.94 3. 120 1 0.1463 0.1576 6.33 1.58 1.00 0.52 0.00 114 313 6.0 0.14 0.85 0.119 0.48 0.00 0.43 0.0295 0.0200 2.0 ME 30 4.1500 4.12 0.94 3. 120 0.1463 0.1576 5.85 1.03 1.00 0.48 0.00 116 36 6.0 0.16 0.76 0.122 0.49 0.00 0.4D 0.0161 0.0200 2.0 O.OE 30 4.1500 4.65 0.96 3.5120 0.1463 0.1517 5.03 1.19 1.00 0.49 0.00 118 36 6.0 0.10 0.66 0.066 0.26 0.00 0.23 0.0260 0.0200 2.0 O.a 30 4.1500 3.38 0.95 3.5120 0.1463 0.1590 4.37 1.37 1.00 0.26 0.00 - 122 313 8.0 0.30 0.75 0.225 0.90 a.00 0.9 0.0161 0.0200 2.0 M 30 4.1500 5.66 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 0.68 0.00 0.6 0.0320 0.0200 2.0 M 30 4.1500 4.64 0.85 3. 120 0.1463 0.1444 7.33 1.36 1.00 0.68 0.00 126 3BB 4.0 0,04 0.90 0.036 0.14 0.00 0.1 0.0320 0.0200 2.0 0.0 30 4.1500 2.59 0.98 3. 120 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 0.0 30 4.1500 3.60 0.93 3.5120 0,1463 0.1561 7.19 1.11 1.00 0.47 0.00 130 STR 3BB 8.0 0.10 0.90 0.090 0.36 0.00 0.33 0.0590 0.0200 2.0 ME 30 4.1500 3.26 0.96 3.5120 0.1463 0.1605 6.33 1.26 1,00 0.36 0.00 132 313 6.0 0.06 0.75 0.045 0.18 1 0.00 0.1 0.0200 0.0200 2.0 O.O 30 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 l0.00 1.11 0.0200 0.0200 2,0 0.0 30 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 ME 30 4.1500 4.55 0.91 3.5120 0.1463 0.1532 8.80 1.36 1.00 0,82 MO 138 313 6.0 0.09 0,90 0.081 0.32 0.00 0.32 0.0200 0.0200 2.0 O.OE 30 4.1500 3.84 0.96 3.5120 0.1463 0.1605 4.38 1.37 1.00 0.32 0.00 142 313 8.0 0.12 0.77 0.092 0.37 0,00 0.37 0.0997 0.0200 2.0 ME 30 4.1500 2.98 0.99 3.5120 0.1463 0.1649 7.37 1.09 1.00 0.37 0.00 144 1 313 6.0 0.09 1 0.85 1 0.077 1 0.31 1 0.00 1 03 0.0150 0.0200 2.0 0.0 30 4.1500 1 3.96 10.95 3.5120 0.1463 0.1590 1 3.94 1.52 1.00 0.31 0.00 - 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 n_ n Y } _ rn O 4 .-. J @ N @ <r o U .� L c ? Q () L O C 4 n > O @ U - 0 3 O Q ..-^ 0 m 0) C 0 � rri r o N O U @ X Cl) -1 -o 61 � U N Ox 3 [!� x � cn a @ (6 H a yF p 4-- Q W N O � T o z� [S$ '6 S? N - left Q.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 OM0.68 0.0010 0.0200 2.0 0.0830 4.1500 8.90 0.62 18 3C 6.O corrfbined flow 1.4 0.16 0.341 1 7.82 left 0.09 1 0.85 0.077 1 0.50 EO.00 0,50 0. 00 10 0.0200 2.0 O,Q830 4.1500 7.90 0.68 right 0.09 10.85 10.0771 0.50 1 0.00 0.50 0,0010 0.0200 2.0 0,0830 4,1500 7.90 0.68 32 F 3C 6.0 combined flow 1.0 0.13 0.276 6,33 left 0,16 0.84 1 0.134 1 0.87 1 0.00 0.87 0,0010 0.0200 2.0 0.0830 4.1500 9.76 0.58 right 0.17 0.84 10.1431 0.93 1 0.00 0.93 0,0010 0.0200 2.0 0.0830 4.1500 9.99 1 0.58 36 3B 1 12.0 combined flow 1.8 0.14 0.297 6.81 left 0.11 0.66 10.0731 0.47 1 0.00 0.47 0.0010 0.0200 2.0 0.0830 4.1500 T75 0.70 right 1 0.12 1 0.66 10.0791 0.51 1 0.00 0.51 0,0010 0.0200 1 2.0 0.0830 4.1500 8.01 0.68 86 3C fi.0 combined flow 1.0 0.13 0.275 6.30 left 0.07 Q 0.060 0.39 0.00 0.39 0.0010 0.02D0.85 2.0 0.0830 4.1500 T19 0.74 right 0.08 1 0.85 10.0681 0.44 1 0.00 0.44 0,0010 0.0200 2.0 0.0830 4.1500 7.56 0.70 114 3C 1 6.0 combined flow 0.8 0.11; 1 0.245 5.61 left 1 0.22 1 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 1 0.21 1 0.80 10.1681 1.09 0.02 1.11 0,0010 0.0200 2.0 0.0830 4.1500 10.61 0.55 120 3C 1 10.0 combined flow 2.3 0.18 0.387 8.87 left 0.04 1 0.77 1 0.031 1 0.20 1 0.01 0.21 0,0010 0.0200 2.0 0.0830 4.1500 5.62 0.85 right 0.05 1 0.77 10.0391 0.25 1 0.00 0.25 0,0010 1 0.0200 1 2.0 1 0.0830 4.1500 6,11 0.81 140 3C 4.0 combined flow 0.5 0.09 0.193 4.43 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have 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 NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flaw as well as yard inlet and roof drain areas. YARD ORAINAGE DE<3CRIPITIONS STR PIPE INFORMATION INLET INFORMATION NO D gTYPE (i A. .) LENGTH* (ft.) SLOPE (%) INVERT 1N INVERT OUT MATERIAL INLET RIM* ELEVATION 140D YD 12" INLINE GRATE DRAIN 430.00 2 39.75 17. 61 % 42 .00 420.00 PVC 140C YD 12" INLINE GRATE DRAIN 423.00 2 31.08 1 Z 87% 42, 0.00 416.00 PVC 140B YD 12" INLINE GRATE DRAIN 419.00 2 43.83 2.28% 416.00 415.00 PVC 140A YD 12" INLINE GRATE DRAIN 418.00 2 74,25 4.1)4% 41' .00 412.00 P C 44C YD 12" INLINE GRATE DRAIN 435.50 2 34.37 14.55% 4312.50 427.50 PVC 44B YD 12" INLINE GRATE DRAIN 430.50 2 34.37 2.18% 42�7.50 426.75 PVC 44A YD 12" INLINE GRATE DRAIN 429.75 2 56.41 1.333% 4 6.75 426.00 P C 46C YD 12" INLINE GRATE DRAIN 442.00 2 47.16 9.54% 4#00 434.50 PVC 46B YD 112" INLINE GRATE DRAIN 437.50 2 47.16 6.36% 4314.50 431.50 PVC 46A YD 1 12" INLINE GRATE DRAIN 434.50 2 49.66 2.01 % 4�1.50 430.50 P C 136A YD 12" INLINE GRATE DRAIN 432.75 2 30.20 2.48% 419.75 429.00 PVC 92A YD 12" INLINE GRATE DRAIN 439.00 2 47.44 1.05% 426.00 435.50 P C s#' TH 0 SCOTT R. COLLINSZ Lie. No. 035791 � -IO AL "i MG SCALE AS NOTED o SHEET' NO. a o 30 N O I!T I- 3: f 1 Ln 0 8T7�> 3 _ \ __ - ---- - -z ... / \.. � ✓ ':< �_ i17.� _. 1 - � � t- >� bh\ _..,,,\ ... ,. _� r. \! .m» ,. ._,r- .. _ � _.—_�._�.__ -... —__ ., � ,...-... :.. ii. � �.,�.:. -. ., : _„ � :::r ::,: f. .::,.I ,,..:,tie: L ., . .: .. .,... _... c.-.. .-_J41 � ni u I� LL U? U fi L L L1 W ID Q E Z Ld W z W �7 LLJ uu n� z Iv s C LU co r U T Ct < Cn ,y n v o µ, r, c U rn � y W +7 W � r W � O Z I] J c J O uir l U T 1\ Q - 1 T n _ J T y, �ll U LLJ J a� n c, (h � C n JOB NO. v 52116 rn � SCALE c ;J J ® 30' , rn _U HEET NO. 0 31 v �; o lulu oa r - f �: ;. ❑ a ,—Y Fi' -' ;,.., .., a. 11t.., . , � !. :f ,a'' .. _J�"R�+�Y��_ ,{ �f". .. ..:, .a,.. ,. � ., �. �, t. & : � '.':', �;'�.P'� ; ;:,; �>." r: ::.:>:: ;;:.:: E '::>::: ,: ; ,_'.', r-7 v: ';r s< '..: �� - i}I'Y.iP� .. � �._ �.,::...:, a:,.o. �. � - _ .r'�`+ /. 1.- / •.. _../•,Y _ � t ..... ,--I v �n 0 CL v LU LU rw LLI w U ui t _ll r CL LU ce co Ili fP J w c l U z m 0 1.1j o' � s LU w w J w � O \J 1� � S L tT, C �) CI y nJ � D m s= U : 13 LLJ WLu L Z �— iJ JOB No. 152116 co UJ 7 S CALE 1 = 30' cc, _ll SHEET NO. L-L m 1, 32 V a> r � F— S Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTICII'I AS IdOT TO DAMAGE AI`d`i' TREE`:; SCHEDULED TO REMAIN OUTSIDE LlP,,IITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLIf\dE OF EXIS-TING TREES. PRIOR TO kIOBILIZATIOP,J CONTRACTOR SHALL CONTACT LAI ID SRAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTI(OI`J MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE AN'i CONSTRUCTIOI'J ACTIVITIES SHALL TAKE PLACE OIJ-SITE. CONTRACTOR TO P4 nI ,IITOR TREES FOR STRESS AND/ DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOIJR`�, IN ADVANCE OF 1\I\1Y CONSTRUCTION AC:TIVITIY kIEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES `SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK. HAS BEEN COMPLETED. NO WORT' SHALL BE DOkIE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR INITHII1 THE DRIPLINE OF AN'r EXISITI`JG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A. MANNER SENSITIVE TO ENSURING 1,10 DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOF GR.ADIhdG 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 fvIETHtODS OF GRADING WORD WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGI'J.ATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE `,/1ATCHED AND SUPPLIED FROM THE SAI,dE SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TI[~,rIE 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 ORDER`'. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVER''Y AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLAI'JTIPJ(_. CONTRACTOR TO PdOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECES.'_�.A.R,(, ,AFTER Fli`JISHED GRADING' MUD'H 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 Pv111`J. 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 PLAI,,IT LIST AND REP(DRT APJY DISCREPANCIES TO THE LAPJDSCA.PE ARCHITECT IP,r ,1EDIATEL'Y PRIOR TO ORDERING. ALL STREET TREES WITHIkI THE PUBLIC RIGHT OF VVA'( 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, THEN 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. 0, 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 Consenvation Plan Checklist- To he placed on T.andscape Plans (1landbook, pp III-2114-111;297 for complete specifications) 1. The following items shall be shown on the•olau: U Trees l.0 be sa4 ed; Limits of cicari g ( ontside dripline of trees to he saved), U Location and type of protective fencing; ® Gaade chaiages i;equiring tree wells or wall: ; ® Fropo"sod trenching or funneling boyond the limits bf ctcarxiaa. 2. lbiar9c'engs: 2\11 trees to be saved ;hall be marked wi#h print or ribbon at a height clearly visible to equipment operators. ({� No grading shall begin until the tree marling has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: U Tree presen ati on and protection measures shall bereviewed witli the contractor, on site. d. 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. i. Soil Erosion and Stermwater Detention Devices: U stich,devices shall not adversely affect trees to be saved. 6. Fires, U Fines are not permitted within '100 feet of the dlipline of trees to be saved. 7. Tome rhlaterials:. U T -dc materials shall not be; stored .vwitEr, 100 feet of tbe, dripline of trees :to be saved. s, Protective EeneiI U Trees to be retained vtithin 10 feet of a, prnposedhuilding or grading activity shall be protected by fencing. L) Ferning Shall be in place? id shall lie inspected aTid aipprovixI by ;tC .tidy Tiislae let'litii:i Ic grtrtlin car cO'm lrucliem, 9. Tree Wells: U Arhea the grormdllevel must, heraise,tAfbin the dnpl{ne cat'afreeto be shed, a, tree well shall he provided antl;a,cnnstructi,in detail submitted for appro at. 10. TrOVr 4'aIN' �1 y\'lien tho ground level must he }t+wemd urthiu thr, drplinr, a -tree to he laved, a tree wall sfa<�all be prgvielcd;-and i1 c�irigtnaeribn detail submitted for approval. 11. Trenching and Tunneling: U \h'herr'trenching is required within the limits of clearing. it shall be done as far away from the ttusiks of trees as possible. Tunneling order'a large tree shall be ccinsitlei eel as an alternative when it. is anticipated that uecessar*r trenching will destroy feeder roots. 12, cleanup: jDama- e I'enoing"hallIleiheINRI, il.ernsiefflO ed;doiirrg the hntd clexnup13, ees: cl tracts shall be treated iiinriediataly> 1 y piuiung, fertilization of other inethods reecmniended b}' atreespecialist. CIHE DEVELOPER'S RESPONSIBILITY" TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION KEQUIRENIFNI'S: 12/19/16 STG NATL: RE ((ATE) CONTRACT PURCHASER SIGNATURE (DATE) 5f1j66 Page 1 of 1 ,S�,O t RD FENCE TOTAL TREE CANOPY AREA OF SITE 39.99 AC PERCENT OF REQUIRED TREE CANOPY PER DENSITY 20% (PER DENSITY OF 4.65 UNITS/AC) TREE CANOPY ACREAGE REQUIRED 7.99 AC TOTAL EXISTING CANOPY PRESERVED AND PROTECTED 18.12 AC CANOPY BONUS FACTOR (1.25 X 18.12 =} 22.65 AC PERCENT TREE CANOPY PRESERVED 56% ADDITIONAL TREE CANOPY REQUIRED 0 ADDITIONAL CODE -COMPLIANT TREE CANOPY PROVIDED 2.57 AC STREET TREE REQUIREMENTS 1. LEWIS AND CLARKE DRIVE (PER CODE & ZMA): 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 0 40' O.C. + 50 ® 50' O.C.=70 TOTAL STREET TREES PROVIDED: 71 STREET TREES 2. ADDITIONAL STREET TREES REQUIRED: DILLON DRIVE: 620 LF STREET FRONTAGE @ 1/50 LF = 13 TREES REQUIRED 13 TREES PROVIDED DILLON COURT: 650 LF STREET FRONTAGE 0 1/50 LF = 13 TREES REQUIRED 16 TREES PROVIDED ALDRICH LANE: 330 LF STREET FRONTAGE 0 1/50 LF = 7 TREES REQUIRED 7 TREES PROVIDED GIRARD WAY: 310 LF STREET FRONTAGE 0 1/50 LF = 7 TREES REQUIRED 8 TREES PROVIDED GIRARD TERRACE: 260 LF STREET FRONTAGE CAD 1/50 LF = 6 TREES REQUIRED 6 TREES PROVIDED ALDRICH DRIVE: 1,830 LF STREET FRONTAGE 0 1/50 LF = 37 TREES REQUIRED 58 TREES PROVIDED GIRARD DRIVE: 640 LF STREET FRONTAGE 0 1/50 LF = 13 TREES REQUIRED 16 TREES PROVIDED 3. PARKING LOT & INTERIOR LANDSCAPE REQUIRED LANDSCAPING 1/10 SPACES = 55 SPACES 0 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. FEN C IN G7 AND ARMOIUNG MB CrORRECT TRUNK ARMORING. TRIANGULAR BOARD FENCE. I TREE IIIFFIi Tree Planting and Staking Detail Not To Scale SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL CANOPY TREES AOG ACER RUBRUM'QCTOBER GLORY' C . )CTOBEkIGLORY RED MAPLE 2-1/2" cal. 397 37 14689 MS MALUS SARGENT I SARGENTS CRABAPPLE 2-1/2" cal. 41 31 1271 OA OXYGEN DROM ARBORETUM 'SOURWObD 2-1/2" cal. 138 3 414 PA PLATANUAACERIFOLIA LONDON'PLANETREE 2-1/2" cal. 479 10 4790 QC QUERCUS COCCINEA SCARLETaAK 2-1/2" cal. 370 47 17390 QP QUERCUS PHELLOS WILLOW QAK 2-1/2" cal. 419 56 23464 UA ULMUS AMERICANA AMERICAN ELM 2-1/2" cal. 397 5 1985 UPA ULMUS PARVIFOLIA ALLEE ELM 2-1/2" cal. 366 32 11712 UNDERSTORY TREES AR ACER RUBRUM'OCTOBER GLORY' RED MAPLE 6-7 ht. 315 22 6930 CC CELTIS LAEVIGATA SUGAR HACKBERRY 6-7 ht. 250 22 5500 CF CORNUS FLORIDA FLOWERING DOGWOOD 2" cal. 124 43 5332 LIN LAGERSTROEMIA INDICA'NATCHEZ' NATCHEZICRAPE MYRTLE 6-7 ht. 77 7 539 LIT LAGERSTROEMIA IN DICA'TUSI(EGEE' TUSKEGE( CRAPE MYRTLE 6-7 ht. 77 4 308 MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6-8' ht. 82 9 738 SN ALIX NIGRA BLACK WILLOW 6-7 ht. 250 39 9750 TCG TILIA CORDATA'GREENSPIRE' GREENSP,IRE LITTLELEAF LINDEN 2-1/2" cal. 1 288 18 5184 SCREENING I CFP CERCIS C. 'FOREST PANSY' FOREST PANSY REDBUD 4-5 ht. 124 40 4960 INS ILEX X'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 4-5' ht. 44 2 88 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4-5' ht. 79 60 4740 MV MAGNOLIA VIRGIN ICA SWEETB4Y MAGNOLIA 4-5' ht. 54 80 4320 PS PINUS STROOBUS WHITE PINE 4-5' ht. 79 20 1580 PV PINUS VIRGINIANA VIRGINIA PINE 4-5' ht. 1 79 1 75 5925 TD TAXODIUM DISTICHUM BALD CYPIRESS 10'-12' ht. 1 237 1 4 948 SHRUBS AGC ABELIA GRAN DI FLORA X CONFETTI CONFETTI (DWARF) ABELIA 24" min 10 36 360 CA CLETHRAALNIFOLIA SUMMER�WEETCLETHRA 24" min 16 74 1184 CJ CALLICARPA AMERICANA AMERICAN BEAUTYBUSH 24" min 12 68 816 CS CORN US SERICEA REDTWIC DOGWOOD 24" min 14 41 574 FM FOTHERGILLAMAJOR'MOUNTAIRY' MOUNT AIRYFOTHERGILLA 18"min 20 20 400 HC HYPERICUM X CALYCINUM AARONS�EARD ST. IOHNSWORT 24" min 6 183 1098 HSD HYDRANGEA Q.'SIKE'S DWARF' SIKE'S DWARF HYDRANGEA 24" min 16 140 2240 IC ILEX CRENATA'STEEDS' STEEDS HOLLY 4-5' ht. 44 68 2992 I ILEX GABRA'SHAMROCK' SHAMRO�I( INI(BERRY HOLLY 24" min 23 74 1702 IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S+ ARNETSWEETSPIRE 24" min 64 61 3904 JDF JUNIPERUS X MEDIA'DAUB'S FROSTED' DAUB'S FROSTED JUNIPER 24" min 1 11 3 33 ]GO JUNIPERUS VIRGINIANA'GREYOWL' GREY O `LJUNIPER 24" min 11 4 44 POL PRUNUS L'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 24" min 10 55 550 VB VIBURNUMx BURKWOODII BURKWOOD VIBURNUM 30" min 22 1 30 660 TOTAL: 149114 WET POND B LANDSCAPING SCHEDULE SYM BOTANICAL COMMOIN NAME PERENNIALS/HERBACEOUS I PW POTAMOGETON PECTINATUS POND WEED PAV PANICUMVIRGATUM SWITCHGRASS I WET POND A LANDSCAPING SCHEDULE SYM BOTANICAL COMMON NAME I 9 PERENNIALS/HERBACEOUS SIZE SWM FACILITY QUANTITY COVERAGE (sf - - 1,190 - 1,660 SIZE I SWM FACILITY QUANTITY OVERAGE (sfi PW POTAMOGETON PECTINATUS POND WEED - - 1,750 PAV PANICUMVIRGATUM SWITCHGRASS I - - 2,660 i \ ,TREES WITH 2 2xO4" CAL- SHALL BE STAKED 2"HARDWOOD STAKES k R + 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. DOUBLE STRAND #12 GAUGE WIRE REFER TO SPECIFICATIONS FOR FURTHER INFORMATION WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT &REMOVE BURLAP FROM TOP 113 0� BALL AS SHOWN GUYWIRES WITH RUBBER HOSE AND A, / ' TURNBUCKLES 213 UP TREE SCARIFY SUBSOIL TO 4" MIN. DEPTH \'t' ,°•r 2'x2" HARDWOOD STAKES, ALIGN MULCH SAUCER I ,/' J,� 6 1��f /r r-' tl TOP OF STAKES FINISHED GRADE MULCH SAUCER TREES UP TO 4" GAL. SHALL BE STAKED. '\t' 1�> <<J AMENDED SOIL MIX TREES 4" CAL. OR LARGER SHALL BE ,,�?JJr Ix�,, GUYED WITH 3 EQUALLY SPACEDII�I( % l/� J� / TWISTED, #12 GAUGE WIRE WITH HOSE ' Err iy`y " I I I II j AND TURNBUCKLES. LOOP HOSE -�- AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH III=411= COURVEY TAPE. REFER TO SPECS I \ _ _ GUT AND REMOVE BURLAP FROM TOP FOR ADDITIONAL INFORMATION. ( IIl " : V��� �rl (4 (� ( 1/3 OF BALL AS SHOWN - AMENDED SOIL MIX (=f�I=-�=_ SCARIFY SUBSOIL TO 4" MIN. DEPTH III -III -III -III IIIi I 1 COMPACTED SUBGRADE '. COMPACTED SUBGRADE l� -III III- ' Evergreen Tree Plantinggetail Not To Scale �V, r . Z SCO'TT R. COLLINS Lie. No. 035791, _ -ONAL _ z z 0 0 Z � W I 11. 11111