HomeMy WebLinkAboutSDP200700138 Plan - Approved 2008-03-04GENERAL NOTES
OWNER.
NEXT GENERA TION, LLC
120 UNITS - MAXIMUM
PO BOX 5548
120 UNITS/15 ACRES = 8.0 DU/AC
CHARLOTTESVILLE, VA 22905
Rev.
TELEPHONE.• (434)975-3334
806
FAX.- (434)975-0267
BUILDINGS 1 & 2 (PHASES / AND Il): 65' MAX
CONTACT- MR. WENDELL WOOD
ENGINEER.
SCOTT COLLINS, P.E.
NOTE. SEE ALBEMARLE COUNTY CODE SECTION 18-3.1 FOR
COLLINS ENGINEERING
DEF/N/TION OF BUILDING HEIGHT.
800 E. JEFFERSON STREET
CURB & GUTTER
CHARLOTTESVILLE, VA 22902
FOUR (4) LANE DIVIDED ROAD WITH CURB do GUTTER
TELEPHONE.- (434)293-3719
PROVIDED BY ROUDABUSH, GALE & ASSOCIATES - MARCH 19,
FAX. (434)245-0300
TAX MAP NUMBER.
TMP 33-1D (PORTION)
ACREAGE. •
TMP 33-1D = 133.215 AC.
NOTE THE PROPOSED S17E /S SURROUNDED TO THE NORTH BY
LIMITS OF PROJECT AREA/ LEASE AREA = 14.76 +/- ACRES
EXISTING ZONING.
CO (COMMERCIAL OFFICE)
BY RURAL AREAS.
NOTE.- ZMA-2007-003 APPROVED BY BOARD OF
BUILDING SETBACKS•
PER ALBEMARLE COUNTY ZONING ORDINANCE SECTIONS
SUPERVISORS 8-25-07
18-21.7.2 AND 18-21.4, BUILDINGS SHALL BE SET BACK A
SPECIAL USE PERMITS FOR RESEARCH & DEVELOPMENT AND
MINIMUM OF 50' FROM RURAL AREAS /N ADDITION, ANY
RESIDENTIAL USES ALSO APPROVED 8-25-07
PROPOSED USE.
OFFICE
PROPOSED PHASING.•
PHASE I - THIS PLAN
8.357 AC.
BUILDING 1: A 4 -STORY 89,400 S F. OFFICE BUILDING, WITH
RESEARCH & DEVELOPMENT USES
INCLUDES 583 PARKING SPACES
PHASE lI - THIS PLAN
4.125 AC.
BUILDING 2. A 4 -STORY 89,400 S F. OFFICE BUILDING, WITH
RESEARCH & DEVELOPMENT USES
INCLUDES 223 PARKING SPACES
PHASE Ill: - FUTURE PLAN
2.288 AC.
BUILDING 3. A 3 -STORY RESIDENTIAL APARTMENT BUILDING
CONSISTING OF 120 2 -BEDROOM UNITS
TOTAL UNITS (PHASE 3):
PARKING SETBACKS.•
PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-21.7.2, PARKING SHALL
BE SET BACK A MINIMUM OF 20' FROM ANY ADJACENT RURAL DISTRICT. PER
ALBEMARLE COUNTY ZONING ORDINANCE SEC77ON 18-21.7.1, PARKING SHALL BE
SET BACK AT LEAST 10 FT. FROM ADJACENT PUBLIC S7REET RIGHT-OF-WAY.
BASED ON THESE REGULATIONS, 7HE FOLLOWING MINIMUM PARKING SETBACKS
APPL Y
MINIMUM SETBACKS NORTH SOUTH EAST WEST
FOR PARKING AREAS 10' 20' 20' 20'
�NO CONS7RUC710N ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION
SHALL OCCUR CLOSER THAN 20' TO ANY RESIDENTIAL OR RURAL AREAS DISTRICTS
(SOU7K EAST AND WEST BOUNDARIES). SCREENING SHALL BE PROVIDED PRIOR TO
FINAL S17F PLAN APPROVAL, AS SPECIFIED IN SEC710N 18-32.7.9 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE. A CONSERVATION PLAN SHALL BE
REQUIRED AT 7HE TIME A S17E PLAN IS SUBMITTED SHOWNG THE PLANTINGS TO
BE PROVIDED Wl'THIN THE VEGETATED BUFFERS AND 7HE PROTEC770M AND
PRESERVATION OF THE EXISTING PRITCHETT CEMETERY.
OFF-S/TF IMPROVEMENTS:
EXISTING BOULDERS ROAD SHALL BE EX7FNDE0 AS SHOWN ON THE S17E PLAN,
PROVIDING A 4 -LANE DIVIDED PUBLIC ROAD TO THE LIM17S OF THE PROJECT SITE.
FUTURE EXTENSION OF BOULDERS ROAD SHALL OCCUR AS CONTEMPLATED ON THE
PLACES 29 LAND USE PLAN. ALL ROAD IMPROVEMENTS SHALL COMPLY W171-1 VDOT
STANDARDS FOR PUBLIC ROADS. IN ADD1710N, A DUAL LEFT TURN LANE FOR
SOUTHBOUND ROUTE 29 SHALL BE ADDED WHEN WARRANTED PER VDOT
REQUIREMENTS
EXISTING LANDSCAPE FEATURES.- MATURE HARDWOOD FOREST (OAK, POPLAR, HICKORY).
HISTORIC RESOURCES. EXISTING PRITCHETT FAMILY CEMETERY LOCATED JUST WEST
OF 7HE S17E SHALL NOT BE IMPACTED BY THE PROJECT. EXIS77NG STONE PIERS
LOCATED JUST EAST OF THE SI TF SHALL NOT BE IMPACTED BY THE PROJECT.
7HESE S17ES ARE NOT LISTED ON STA TF AND/OR NA77ONAL HISTORIC REG/S7ERS.
NO OTHER POTENTIAL HISTORIC RESOURCES ARE KNOWN TO EXIST WITHIN 7HE
WC/N/ TY.
OPEN SPA CE APPROXIMA TEL Y 5 ACRES OF OPEN SPACE (33X) HAS BEEN DES/GNA TED.
DURING PHASE Ill, RECREATION AREA W17HIN 7HE DESIGNATED OPEN SPACE SHALL
BE PROVIDED, IN COMPLIANCE W17H SECTION 18-4.16 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE. SPECIFIC RECREATION FACILITIES AND IMPROVEMENTS SHALL
BE DETERMINED AND DESIGNED DURING 714E DEVELOPMENT OF 7HE SITE PLAN THAT
INCLUDES PHASE Ill/ BUILDING J. 0.55 ACRE HAS BEEN RESERVED FOR
RECREA 710NAL USES.
ACCESS. VEHICULAR/ PEDES7RIAN ACCESS MAY BE PROVIDED TO THE S17E FROM THE
ADJACENT PROPERTY TO THE WEST. MINOR DEWATONS TO THE LAYOUT NEEDED
TO ACCOMMODATE SUCH CONNECTION SHALL BE SUBJECT TO THE APPROVAL OF
THE DIRECTOR OF COMMUNITY DEVELOPMENT.
CRITICAL SLOPES. • THERE ARE NO SLOPES IN EXCESS OF 25X ON THE SITE
DRAINAGE DISTRICT RIVANNA DISTRICT
DRAINAGE WA TERSHEO: NORTH FORK RIVANNA BELOW WATER SUPPLY INTAKE
LIGHTING: NO LIGHTING SHALL EXCEED 3000 LUMENS ALL EXTERIOR
LIGHTING FIXTURES SHALL BE FULL CUT-OFF
SIGNAGE. PROPOSED SIGN SHALL BE SUBJECT TO A SEPARATE SIGN
PERMI T.
120 UNITS - PROPOSED
TABLE 2
120 UNITS - MAXIMUM
DENSITY-
120 UNITS/15 ACRES = 8.0 DU/AC
MAXIMUM NUMBER
Rev.
OF EMPLOYEES.•
806
BUILDING HEIGHTS:
BUILDINGS 1 & 2 (PHASES / AND Il): 65' MAX
1/23/08
BUILDING 3 (PHASE Ill) - FUTURE• 35' MAX
ALL
NOTE. SEE ALBEMARLE COUNTY CODE SECTION 18-3.1 FOR
2/01/08
DEF/N/TION OF BUILDING HEIGHT.
SUBDIVISION STREETS:
CURB & GUTTER
ROAD EXTENSION.
FOUR (4) LANE DIVIDED ROAD WITH CURB do GUTTER
SURVEY
PROVIDED BY ROUDABUSH, GALE & ASSOCIATES - MARCH 19,
2/26/08
20OZ ADD177ONAL SURVEY PROWDED BY DOMINION
I E-1, S-2
D£VEL OPM£N T - 1999
SETBACKS. •
NOTE THE PROPOSED S17E /S SURROUNDED TO THE NORTH BY
583
PUBLIC RIGHT OF WAY, AND TO THE SOUTH, EAST AND WEST
0%
BY RURAL AREAS.
89,400 GSF
BUILDING SETBACKS•
PER ALBEMARLE COUNTY ZONING ORDINANCE SECTIONS
EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS
18-21.7.2 AND 18-21.4, BUILDINGS SHALL BE SET BACK A
EROSION AND SEDIMENT CONTROL PLAN PHASE I
MINIMUM OF 50' FROM RURAL AREAS /N ADDITION, ANY
THIS PLAN*
STRUCTURE OVER 35' IN HEIGHT SHALL BE SETBACK AN
EROSION AND SEDIMENT CONTROL DETAILS
ADDITIONAL 2' FT. FOR EACH ADDITIONAL FOOT OF HEIGHT /N
LANDSCAPE PLAN
EXCESS OF 35: PER ALBEMARLE COUNTY ZONING ORDINANCE
LIGHTING PLAN
SECTION 18-21.7.1, STRUCTURES SHALL BE SETBACK AT
89,400*80%/200
LEAST 30 FT. FROM ADJACENT PUBLIC STREET RIGHT-OF-WAY.
BASED ON THESE REGULATIONS, THE FOLLOWING MINIMUM
SETBACKS APPL Y
BUILDING of NORTH SOUTH EAST WEST
= 358
1 (THIS PLAN) 30' 110' 110' 110'
223
2 (THIS PLAN) 30' 110' 110' 110'
0%
3 (FUTURE) 30' 50' 50' 50'
PARKING SETBACKS.•
PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-21.7.2, PARKING SHALL
BE SET BACK A MINIMUM OF 20' FROM ANY ADJACENT RURAL DISTRICT. PER
ALBEMARLE COUNTY ZONING ORDINANCE SEC77ON 18-21.7.1, PARKING SHALL BE
SET BACK AT LEAST 10 FT. FROM ADJACENT PUBLIC S7REET RIGHT-OF-WAY.
BASED ON THESE REGULATIONS, 7HE FOLLOWING MINIMUM PARKING SETBACKS
APPL Y
MINIMUM SETBACKS NORTH SOUTH EAST WEST
FOR PARKING AREAS 10' 20' 20' 20'
�NO CONS7RUC710N ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION
SHALL OCCUR CLOSER THAN 20' TO ANY RESIDENTIAL OR RURAL AREAS DISTRICTS
(SOU7K EAST AND WEST BOUNDARIES). SCREENING SHALL BE PROVIDED PRIOR TO
FINAL S17F PLAN APPROVAL, AS SPECIFIED IN SEC710N 18-32.7.9 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE. A CONSERVATION PLAN SHALL BE
REQUIRED AT 7HE TIME A S17E PLAN IS SUBMITTED SHOWNG THE PLANTINGS TO
BE PROVIDED Wl'THIN THE VEGETATED BUFFERS AND 7HE PROTEC770M AND
PRESERVATION OF THE EXISTING PRITCHETT CEMETERY.
OFF-S/TF IMPROVEMENTS:
EXISTING BOULDERS ROAD SHALL BE EX7FNDE0 AS SHOWN ON THE S17E PLAN,
PROVIDING A 4 -LANE DIVIDED PUBLIC ROAD TO THE LIM17S OF THE PROJECT SITE.
FUTURE EXTENSION OF BOULDERS ROAD SHALL OCCUR AS CONTEMPLATED ON THE
PLACES 29 LAND USE PLAN. ALL ROAD IMPROVEMENTS SHALL COMPLY W171-1 VDOT
STANDARDS FOR PUBLIC ROADS. IN ADD1710N, A DUAL LEFT TURN LANE FOR
SOUTHBOUND ROUTE 29 SHALL BE ADDED WHEN WARRANTED PER VDOT
REQUIREMENTS
EXISTING LANDSCAPE FEATURES.- MATURE HARDWOOD FOREST (OAK, POPLAR, HICKORY).
HISTORIC RESOURCES. EXISTING PRITCHETT FAMILY CEMETERY LOCATED JUST WEST
OF 7HE S17E SHALL NOT BE IMPACTED BY THE PROJECT. EXIS77NG STONE PIERS
LOCATED JUST EAST OF THE SI TF SHALL NOT BE IMPACTED BY THE PROJECT.
7HESE S17ES ARE NOT LISTED ON STA TF AND/OR NA77ONAL HISTORIC REG/S7ERS.
NO OTHER POTENTIAL HISTORIC RESOURCES ARE KNOWN TO EXIST WITHIN 7HE
WC/N/ TY.
OPEN SPA CE APPROXIMA TEL Y 5 ACRES OF OPEN SPACE (33X) HAS BEEN DES/GNA TED.
DURING PHASE Ill, RECREATION AREA W17HIN 7HE DESIGNATED OPEN SPACE SHALL
BE PROVIDED, IN COMPLIANCE W17H SECTION 18-4.16 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE. SPECIFIC RECREATION FACILITIES AND IMPROVEMENTS SHALL
BE DETERMINED AND DESIGNED DURING 714E DEVELOPMENT OF 7HE SITE PLAN THAT
INCLUDES PHASE Ill/ BUILDING J. 0.55 ACRE HAS BEEN RESERVED FOR
RECREA 710NAL USES.
ACCESS. VEHICULAR/ PEDES7RIAN ACCESS MAY BE PROVIDED TO THE S17E FROM THE
ADJACENT PROPERTY TO THE WEST. MINOR DEWATONS TO THE LAYOUT NEEDED
TO ACCOMMODATE SUCH CONNECTION SHALL BE SUBJECT TO THE APPROVAL OF
THE DIRECTOR OF COMMUNITY DEVELOPMENT.
CRITICAL SLOPES. • THERE ARE NO SLOPES IN EXCESS OF 25X ON THE SITE
DRAINAGE DISTRICT RIVANNA DISTRICT
DRAINAGE WA TERSHEO: NORTH FORK RIVANNA BELOW WATER SUPPLY INTAKE
LIGHTING: NO LIGHTING SHALL EXCEED 3000 LUMENS ALL EXTERIOR
LIGHTING FIXTURES SHALL BE FULL CUT-OFF
SIGNAGE. PROPOSED SIGN SHALL BE SUBJECT TO A SEPARATE SIGN
PERMI T.
NGIC EXPANSION PHASES I & II
PROPOSED OFFICE BUILDING
FINAL SITE PLAN
RIVANNA DISTRICT
AI RFMARI F r.01INTY VIRGINIA
SCALE: 1" = 400'
VICINITY MAP
SCALE: 1" = 3000'
LEGEND
PARKING ANAL PSIS
EC -3A
TABLE 2
PARKING
Revision Index
PARKING
EXISTING CONDITIONS
Rev.
I Data
Description of Revision (all changes listed)
Sheets Revised
1
1/23/08
REVISED PER ALBEMARLE COUNTY & ACSA COMMENTS
ALL
2
2/01/08
REVISED PER ALBEMARLE COUNTY COMMENTS
ALL
3
2/11/08
1 REVISED LOCATION OF GUARDRAIL PER VDOT COMMENT
R-1
4
2/26/08
1 REVISED PER RECORDATION OF BOUNDARY LINE
I E-1, S-2
NGIC EXPANSION PHASES I & II
PROPOSED OFFICE BUILDING
FINAL SITE PLAN
RIVANNA DISTRICT
AI RFMARI F r.01INTY VIRGINIA
SCALE: 1" = 400'
VICINITY MAP
SCALE: 1" = 3000'
LEGEND
PARKING ANAL PSIS
EC -3A
PARKING
PARKING
PARKING
PARKING
EXISTING CONDITIONS
PHASE/ BUILDING NUMBER
REQUIRED –
REQUIRED –
PROVIDED –
PROVIDED –
SHARED
EARTH DITCH
CURRENT PHASE
CUMULATIVE
CURRENT PHASE
CUMULATIVE
PARKING
DP -1
PHASE I –
89,400*80%/200
PROPOSED DRAINAGE PROFILES
DP -3
PROPOSED DRAINAGE PROFILES
DP -4
UTILITY PROFILES
BUILDING 1
= 358
358
583
583
0%
SWM -3
89,400 GSF
ESC -1
EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS
ESC -2
EROSION AND SEDIMENT CONTROL PLAN PHASE I
ESC -3
THIS PLAN*
ESC -4
EROSION AND SEDIMENT CONTROL DETAILS
LL -1
LANDSCAPE PLAN
LL -2
LIGHTING PLAN
PHASE II –
89,400*80%/200
BUILDING 2
= 358
716
223
806
0%
89,400 GSF
PHASE III –
120 (2
FUTURE PLAN
BUILDING 3
SPACES/UNIT) =
956
0
806
150 SPACES
120 UNITS
240
SHARED = 15�
*NOTE: PER ALBEMARLE COUNTY ZONING ORDINANCE SECTION 18-4.12.4.a. TOTAL PARKING PROVIDED MAY NOT EXCEED THE MAXIMUM
REQUIRED BY MORE THAN 20°X. PHASES 1 B 2 GENERATE A NEED FOR 716 PARKING SPACES. 806 TOTAL PARKING SPACES ARE PROVIDED FOR
THESE TWO PHASES, EQUAL TO 13% OVER THE MAXIMUM REQUIRED, COMPLYING WITH THE CODE SECTION MENTIONED ABOVE.
EXISTING CULVERT
0 DROP INLET do STRUCTURE NO.
CURB do GUTTER
T VDOT STANDARD STOP SIGN
- - - -X0- - - - EXISTING CONTOUR
zoo PROPOSED CONTOUR
411.3 THE TOP ELEVATION DENOTES THE PROPOSED ELEVATION
405.0 OF THE RETAINING WALL alt THE BOTTOM ELEVATION
DENOTES THE LOWER EXPOSED PROPOSED ELEVATION
OF THE RETAINING WALL.
411.3 PROPOSED SPOT ELEVATION
R27' 27' RADIUS ON F/C
TABLE 1
Sheet List Table
EC -3A
Sheet Title
DITCH
COVER
s"
EXISTING CONDITIONS
DEPTH OF EC -3A DITCH
SITE PLAN & UTILITIES
EC -2 DITCH
s"
DEPTH OF EC -2 DITCH
•••---•••---
EARTH DITCH
BOULDERS PARKWAY PLAN AND PROFILE
DRIVEWAY CULVERT
BOULDERS PARKWAY PLAN AND PROFILE
BENCH MARK
T VDOT STANDARD STOP SIGN
- - - -X0- - - - EXISTING CONTOUR
zoo PROPOSED CONTOUR
411.3 THE TOP ELEVATION DENOTES THE PROPOSED ELEVATION
405.0 OF THE RETAINING WALL alt THE BOTTOM ELEVATION
DENOTES THE LOWER EXPOSED PROPOSED ELEVATION
OF THE RETAINING WALL.
411.3 PROPOSED SPOT ELEVATION
R27' 27' RADIUS ON F/C
TABLE 1
Sheet List Table
Sheet Number
Sheet Title
T-1
COVER
E-1
EXISTING CONDITIONS
S-1
SITE PLAN & UTILITIES
S-2
SITE GRADING PLAN
S-3
SITE PLAN NOTES do DETAILS
R-1
BOULDERS PARKWAY PLAN AND PROFILE
R-2
BOULDERS PARKWAY PLAN AND PROFILE
R-3
ROUTE 29 INTERSECTION IMPROVEMENTS & DETAILS
DP -1
PROPOSED DRAINAGE
DP -2
PROPOSED DRAINAGE PROFILES
DP -3
PROPOSED DRAINAGE PROFILES
DP -4
UTILITY PROFILES
DP -5
DRAINAGE COMPUTATIONS
SWM -1
STORMWATER MANAGEMENT PLAN
SWM -2
STORMWATER MANAGEMENT DETAILS AND CALCULATIONS
SWM -3
STORMWATER MANAGEMENT DETAILS AND CALCULATIONS
ESC -1
EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS
ESC -2
EROSION AND SEDIMENT CONTROL PLAN PHASE I
ESC -3
EROSION AND SEDIMENT CONTROL PLAN PHASE II
ESC -4
EROSION AND SEDIMENT CONTROL DETAILS
LL -1
LANDSCAPE PLAN
LL -2
LIGHTING PLAN
LL -3
LANDSCAPE NOTES do DETAILS
ALBEMARLE COUNTY COMMUNITY
DEVELOPMENT ENGINEERING REVIEW
COMPLIANCE CERTIFICATION
I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF
THE ALBEMARLE C NTY ZONING ORDINANCE, THE WATER
PROTECTION ORDI NCE, THE SUBDIVISION ORDINANCE, AND THE
DESIGN STANDAR S MANUAL, AND ARE PREPARED IN ACCORDANCE
WITH THE ENGIN ER REVIEW FINAL PLANS CHECKLIST.
SIGNATURE_ M M"__DATE Z/2��
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLAN NING/ZONING___{( _ -A L_L &V
ENGINEERING_
BUILDING OFFICIAL_ M -1X1 .�_�_�__M
ARCHITECTURAL B
FIRE OFFICIAL _ NEW AK• aM_r_
ALBEMARLE coufry SERVICE AUTHORITY__ 4,A --
VIRGINIA DEPARTMENT OF TRANSPORTATION Ait—,____�_��__M_�
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR
DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
A"V*04
PROFFER S'TA1'8.1MENT
f.
3 W 0'1
NGIC EXPA14SION
Dote: Aupwt 1, ZOO?
ZMA 2007.103; SP 2207.32 PWIldandal & SP 2007-31 Ra warah & Devekwownt; Labs
Tax :Map Panel # 33-1D and 33 -IF (porthum of)
Exb ft Zcraing: RA
Proposed Zonia#t CO; 3P 2207.32 Residentthd & SP 2207-31 Reeeanh & DeVeWpausat Lobs
Total Land Arca: 13 acro
Pdatuaat to Sectim 33.3 of tlra Albemarle County Z.om V O d;rnnce, the owner, or its dtWy m4horiacd agent,
hereby vola ionly proffin the condtdons listed below which shall be npofitd to The parrWW, if ruemwd with the
of_'Aersd plans approved fix demHopmeeai, These conditions ere proffered as a part of the requested ung and
it is agreed that the ocaditcus are reasonable.
1.
The Owns shall pnovk3e a r.Wmturn ofcight= (18) of the resideatid units as af3brdtble. The affordable
housing shat! be provi6ed by voklag two units aval sbk fbr lease under the teams prop vides in the following
paragraph and ppm ,A tl mo * F below a; by payment of $19,100 in lira of each required unit under ahs
torms provided in pa v&tWL 0 below.
For a period of wave (1D) yams bllow+ins the date the certificate of 000ttpency is issuad by the County for cads
for -Neat otlatable twit, oruattl tlx units we sold as low or moderek wort titrate qualifying as such under<oter
due Virgiain llouuning 0cvc e Authority, Fanners Hodnna Aftinist %dm or Hoaxing and alt m
Developm at, Soda !. whichever cans: first (tie "Affbxhta lr Tnrrn"� such units shall be lessed to
households with incornes lata then the Affcrlab1c Unit Qural lying htoome.
A. gW& aid reatal 3k. "AffordaMe housing" shall mean rental units for wMa h the inithel
gross rents do m not lactose ora hundred twang (120) % of the Osie m tet rest pubsithead by the U.S.
Depbrlemnat of lilbuwiag and Urban Development (Hl !n) with a matrnmr n wa ual incrcaso not to exc oed
thrrue paxwd (3%) during the affordability tarot. Ternsat rW'?rall be the g cost tett less the cost .of
tepAw. aid uutilities taprovided by the A3 moa rk Coup Otrsoe of Housins.
H. Ate. The requirment t -w the rents for such rcr-aw affard&Ne units toy not exceed lase
maxiat►,rn rents est ish5hez: in thin f mfr shall apply for a tater wn period of tact (10) year's lbllowing
tux data a oer0cm of occupancy is issued by the County (lite "cwaWlisace date"), or uaetil the emits are
sold as low or moderate cost units qualifying as such under Albc awle County Affordable Housing
Policy (ths "hfStrdabb Term"); provided that if die units are :cannel by brae Cys .ser to a federal sarey,
Che oaaupliame dace fir providing the of o dahle ecaiccntid was begins on the day0wthe tsraminstion
of swh lease of residential unit(s) between the Ownw and a ftaderal asarcy. The Owner dWI wovide
the C.cxanty's aoaiag siWaieastor thirty (30) days' priorwriteen nartiae of the tmpwidiog ter:ninion of
the kagc. 11m Owneralso d udl submit betoreen Jerre 1 and July l of arch yaw satisfactory written
evidence to the C cunty's wouiug adanir istrator That the remdentiat units are being lamed to a federal
aamcy and ooeuaprcd by employeae of, or ooattaMn to, a Mani! aganay, and nate whKber the low
will terrmnsw in aha; urpAn4ng July 1 to June 3C pwiod and, if so, stsw the date. Thr fwlure; of the
Owner to submit such evidence by July 1 in any yosY shall be .oeerned to be vvidence that the hetse
between the Owner end the Were] agency has terminated end the Owner shall comply with all
requirematts of this Ptoffer.
C. All insunurnents owvoyitrg any n0west in the farms of enable unitrs from the
date of this ra camp wad clontiouing untfl the Atfmiabs Tena: has aided ball caatsur isagtrage reaeitmg
awe such unit is subject to the tants of this Proffer. Li addition, all contracts pertaic:iug to a conveyance
of my for runt affordable unit. or any part thereof, during the Affa'doble Toam shall owftin a ca>m*te
dlsohosure of tie restricum and controls mablisbed by shit hofftr. At least ftV (30) days p for to
the w-Tveyu= of any inknst (ober altars foe tl a securLng of r mor*w or deed of trust) in eery for -runt
affordable omit during the Affordebie Term, the then -current owner shut notifjr the Albeanark County
Chief of Housing or bis successor in writing of the conveyance and protide tate name, address and
nlapLoae number of the potential Sow, and :test that ttte remmtt of this Proffer have begirt
satisfied.
D. Ding the Affardable germ, within ftty (30) dogs slier the oonumewasm of
to lose term for nth forwent affadable unlit, the Owner shall provide to the Albommit Coemty
Housing office or its anocessor a copy of the lease Weevieut for each slash unit rented that shows the
rental rate for such unit end the term of the leasee. In adnate, ding the Atiaadarble L TMU, the Oweter
doth provide to Albomele County, Hrequetad, nary nWw, oopies of low agreements. or o&w data
patutiniag to renal rates as Albermarle Cow* may reasons* mWire.
fi. Li�tlil�tln lhL1 �a. The Conary loll have dieAsK upon meseaable notice and salon to all
eppleable Pin" Ism to perwitatly inspect the tootles Of dte owner or arty =Cow= in innierest
for ere purposes of awning oomplbum with this proffer.
F. y� -pppE, No ft no affordable unit msy be ooursad mats assn once towns ds ere number of
is r-»nt atl*nrdable dwelling{ umitx nquired by this Prdoffuar.
0. due foregoing, the Cbuaty may apt
tit rndve s om b ooatributioa in ale amount of airnaesoa th►outttmd arse hns&ed de&n (l.19, l00) per fOr-
twat affordable unit and no* else Owns in writing .oaf its decision witivat thirty (30) days of the
israranoe of the bui ding permit for such residential unit. The Owner shall matte a cash centrilwbort to
tbaa Coady in the apprq priste amount prier to or at the time of issuance of a oatf=w of ooarpaw + for
welt nesidazatial unit. Upon roveipt of such psyneent by lite County, 4* Owner shall have do right to
lease or will the residential unit without any obligation to emrruply with the requirements of pw*$Mphs A
they* F of this Proffer.
2.
The Owner shall contribute rhe twelve thousand Ebur bAdred dollars ($12,400) cash to the Colony fa each marl*
rate dwc>i ng taut c oast ruched widtaia fire Properly for the purpose of mitigating iaipents from the Project. TLe
cash contriMoin shall be used for schools, lilveries, fire, rescue, parin or say rather public ume: m identified in
the County's Caa0tal Improvesuatts Progress. The per unit oath ooniributioa *all be paid prior to or at dw ante
of imusaoe of ere builAng permit for each unh.
3.
A. jM, la order to midrb traffic irnPocts raultigg frau date Project, the Owner shall design and
conshut to Virginia 1luupar6nent of Tnmgx rune ("MM) road standards a second left turn lane on
the soudtbotmd aide oflttaou se 29 at its jUaneeotion with SaWdtrn Ro@d. is tires location sbcwn on the
Atrnliaadon Plea. and demes and clonatrtux all ottmr hutre Confifurstionsr a the inUnaactioa of Route 29
and Houlda:rR laced as deterrmued by VDOT. C.a n&u:ctien or illation of all inWmvcmcnts required
by this Profllar shah be comlewd and socepted by VD(1T withal one (1) year after approval by the
County of the first %ed site plan or subdivision plat for the PnnecE-
B. SigzMaOM. The Owner shall design, bored and construct salt.trxffe sigtadins km improver amu at flue
;>Ataasextian of.Route 29 and BoOders Road mquirgd by VDOT. C o siruetion or rdsellaticm of all
improvements required by this Proffer shell be completed and aocepted by VDOT wifluin one (1) your
alter approval by the County of the fust final site pbu or wbdivisim plat for the Project, or prior to the
isa mm of the floss baiWirts permit by to County for the PrirjecL whichever 000urs fust, provided that
County, upon theleo-- nnendata m of VDOT, meq esdtbl" snodtar oota*don data.
T1W PrcWty shall be developed in general accord with the plans entitled "N01C Expansion Project for ZMA
21)07.003", prepared by Collins FngieoaiinL dood June 12, 2007 and last revised July 12, 2007 (rc&rrod to in
tthm profuse se tine "App ksdon lam" if a minimum of faty thousand (40,000) square feet of the property :�
waxier a bgallybi i ft lease for nanreside aW use by a federal agency, as dwoonstraeed to tete satisfaction of
the County Attorney. Proof of tin legally bmft base shall be milm sad at tete time of suban nd of the first
buildieag pertdt application. If tins pcvparty is not undo r a logslly bhuding lease to a fedoml mpuy, *a property
shall be developed lo allow ants rtrare that two offike bums and ase speerenueat butildinS that sliali be
d ,voloped only if in general mooed with plans *tisk aftantiatly coatply with the principles of tine
Neigtborheod Model at fix* a the Albemarle Couily Comprehensive Plea as detwamed by the Director of
Co mamity Dave gMent and that do not int the sgtnr a footage of nmesidential uses or the number of
reasidWW tmtt as :Bows an the Apptiostion Plan.
s.
Beginning lawny 1, 20092 the satagnt of each cash ocakt ttion reWired I ria shall be Ousted annually inn
paid, to reflect say ma'casc or decrease for the pmacdmg calms yesir In the hbrahall and Swift A3 iidirtg Cott
indent ("I SI"). In so w= ahalh any aeth oombutim smoutt be adjusted to rise loss than the mount
initially setsbMed by then proll'atx. The sur wal adjuiataaaat Hadi be mule by multiplying these proceed cub
contn'biAoa swoutt ltcr the Preceding year by a fivchon, the Lauer of which :ball be the MSI as of
December l is tie yew peoubg the aslsader year mostseostotly cachet, and tine denommuor of wbiehu stall be
do MS1 a of December 1 is tis prneokbg carieadsr yarn. For erwb crinah ocrratnNutitraa: that is being paid in
inarnsen s, the unpaid. inerrxramtrd pornetne shall; be contapon dit4y uljustad each yew.
For the purposes of these pnoffam the term "fodwal agsaey" means any tilt of the federal government
ineluadt 4 but not linuted two, aayi W44, 9am01410nn, UUM14 lope s, any:, sttthcsrity, aclm�miattatior;
office, or service.
Signature of Owner
Newts Caeaaue0101LC
1'Venda W. Wood, ' Meneger•
dTT R. COLLINS2.
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NO / / ✓ \ %EXI_GEHCR-A-TI N, �. \ --
I. TOPOGRAPHY PROVIDED BY LICENSED SURVEYOR ROUDABUSH, GALE, AND ASSOC/A TES /N MARCH, 2007. M�P.
D.B.-355@-R� 32:�
2. THERE ARE NO WPO BUFFER LIMITS„5
ON TH/S SITE. -�8D & f
J. THERE ARE NO FLOODPLAIN LIMITS LOCA TED ON THIS SITE, PER FEMA MAP 1003001450, PANEL ,/1450, DATED 02-04-2005.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND REMOVING THE EX/STING WELL THAT EX/STS ON THE PROPERTY.
5. THERE ARE NO EXISTING EASEMENTS LOCATED ON THIS PROPERTY.
SC R. COLLINS�
No. 35791 111
EXISTING
TRAILER i ssloNAL E
\ �� \ \ 1 / / / \ �-- _\ \
/ ✓ \ \ \ \ / / \ STRUCTURES
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/ / / / / I I / / / U No. 35791
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PROPOSED 20' VEGETA BUFFER.
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PROVIDED AS REQdtRED IN SECTION-48-32.7.9SCREENING SHALL BE
ALBEMARLE COU�Y ZONING ORDINAN I S SHOF THE �` / XI TIN 0' GETATI BUF R REMAIN AS QUIRE
OWN ON SHEET / E G 2 VE �/E `
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LL -1 NO GRAPING SHALL OCCUR WITHIN THIS 20' UFFER IN SECTION 18-32.7.9 lOF THE B ARLE OUNTY Z RNIN�
20' SETBACK r rr ORDINANCE. VEGETATI BUFF C ISIS OF MA RE
N 37 47 04 W 902.7 HARDWOOD FOREST (OAK, PO AND �ICKORY
NO GRADING SHALL OCCUR Wll I S 20' BUFFE
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LIST 1: GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES FOR STREETS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO (THIS LIST IS IN ADDITION TO THE
ANY EXISTING ROAD, A PREM/T SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOI). THIS PLAN AS DRANK MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
774£ PERMIT. WHERE ANY DESCREPANC/ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
Z. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOVO.
J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE W 7H THE APPROVED
EROSION CONTROL: PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUC710N.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). *HERE REASONABLY OBTAINABLE,
LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
6. PA V E0, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN /N THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WI77-1 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCR£7F PIPE SHALL BE REINFORCED CONCRE7F PIPE -CLASS Ill.
9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 710N MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSMUC710 V INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING, WHERE REQUIRED, SHALL BE DONE W17H CARE /N ACCORDANCE W/ TH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES
HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE
OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PR/OR TO COMMENCING THE WORK.
2. ALL FEDERAL, STA 7E, AND LOCAL REGULA 77ONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERE
TO AND ANY VIOLA 77ON OF SUCH REGULA 77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR DEVELOPER.
J. PRECAU77ONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO
BLAS77NG SHALL BE DONE Wf7H/N TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT
TO ANY OTHER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF UTILITY LINES
ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE.
4. PROPER N077FICA77ON SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE
PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS77NG OPERATIONS.
5. BLAS77NG ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY W17H SPECIAL
WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. WHENEVER BLAS77NG WILL BE UNDERTAKEN /N THE VICINITY OF AN EXIS77NG UTILITY, IT SHALL ONLY
BE DONE WITH DIRECT "ONS/7F" SUPER VISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF
BLAS77NG OPERA 77ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL WATER & SEWER
CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS
THE CONTRACTOR WILL BE RESPONSIBLE FOR NO77FYlNG THE PROPER SERVICE AUTHORITY OFFICIALS
AT THE START OF THE WORK.
2. THE LOCA77ON OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROX/MA TEL Y CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
J. ALL MATERIALS AND CONS7RUC77ON SHALL COMPLY W17H THE CURRENT ED17TON OF THE GENERAL
WATER AND SEWER CONSTRUC77ON SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVA 77ONS SHOWN /N NA 77ONAL GEODE77C SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FWNG "MISS U77L/TY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MIN/MUM OF 3 FEET OF COVER MEASURED FROM THE
TOP OF PIPE, OVER 774E CENTERLINE OF P/PE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS, AND WATER LINES, ETC.
Z 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. ALL COMMER/C/AL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7FR
ROAD'S NOTES
.GRADIN
1. THE LATEST EDI77ON OF THE ROAD do BRIDGE SPECIF/CA 7IONS, THE ROAD do BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUN7FRED /N THE ROADWAY, lT SHALL BE REMOVED
FROM THE EN77RE ROAD RIGHT OF WAY W1D7H AND REPLACED WHERE NECESSARY WIN
SUITABLE MATERIAL TO THE SA TISFAC77ON OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WIN
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE:
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIF7FEN (15) INCHES AND SHALL BE PLACED /N
ACCORDANCE WIN THE VIRGINIA DEPARTMENT OF 7RANSPORTA/ON SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFACT70N OF THE
ENG/NEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE /S PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADA 77ON FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGA IF BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT
THE SURFACE COURSE /S BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PR/0R TO 60
DA YS, 774E PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT /S APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PR/ME COAT RC -250 O 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WIN CURRENT VIRGINIA
DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED W17HIN
THE STREETS RIGHT OF WAY.
8
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xSC T R. COLLINSZ
No. 35791 4�-
I�NAL E
460
NOTE: SANITARY SEWER MANHOLES AND PIPE
APPEAR HIGHER THAN EXISTING GRADE. THIS
PROFILE SHOWS EXISTING GRADE AT WATERLINE
ALIGNMENT. SEE SHEET DP -4 FOR SANITARY
SEWER COVER WITH EXISTING GRADE OVER
THAT. ALIGNMENT.
450
440
30
420
MH -EX
RIM: 413.49
INV. 4015.39
410
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IN V. 41 .09
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EXISTING GRADE
ALONG SEWER
ALIGNMENT
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HORIZONTAL ALIGNMENT o
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I NFORMA TION N O
PVI STA:12+00.00 PVI STA:13+60.00 - a'
PVI ELEV. 468.000 PVI ELEV: 473.000 W
Horizontal Alignment Station and Curve Report.11� A. -2.31�Y�/
Aliiggnment: BOULDER ROAD K: 69.39 K: 107.80D §
�+ •
Desc.Station------Spiral/Curve Data Northing ------ Easting--- ----- VC LENGTH: 160.00 VC LENGTH: 160.00 �..� Q Z
-
--------------------- HP STA: 12+80.00 HP STA: 14+40.00
HP ELEV:470.50 HP ELEV:474.31
PI 9+50 3945081.9210 11507386.4087 Ip OO S
Length: 74.0238 Course: N 89-09-23.62 E O U) W
O M O O O
------------------------------------------------------------------------------- 490 cv 6 n
PI 10+24.02 3945083.0107 11507460.4245
Length: 658.2424 Course: S 76-07-13.05 E ± U N U U
Delta: ---14_ 43 _23_34 -------- V > U > U > O O
-------------- ---------------------------------------------
Circular Curve Data
PC 9+50 3945081.9210 11507386.4087
CC 3944509.0231 11507394.8428 o
PT 10+97.23 3945065.2536 11507532.2869 W i
Delta: 14-43-23.34 Type: RIGHT Uj
Radius: 572.9600 DOC: 09-59-59.86 = r
Length: 147.2321 Tangent: 74.0238 (n U
Mid -Ord: 4.7227 External: 4.7620
Chord: 146.8273 Course: S 83-28-54.72 Ew
Es: 4.7620 =-as 175 TRANSITION SUP R ELEVATION
------ ------------------------------------------------------------------------ 480 F- 04 04 L
EFT to
PI 16+81.45 3944925.1087 11508099.4472 LU ^ EXISTING GRADE AT C4 w x
Length: 793.8546 Course: N 11-57-48.78 E -Ja
w
Delta: 91-54-58.17o K SOUTHERN R/W N Ul w 1 1 1 W ZLL
Circular Curve Data _ W
PC 10+97.23 3945065.2536 11507532.2869
o EXISTING GRADE AT Z K [[�,��,
CC 3945613.7564 11507667.8215 a. N W C""�' U
PT 20+03.63 3945496.6379 11508220.5495 NORTHERN R/W (/� L)
Delta: 91-54-58.17 Type: LEFT wi
W EXISTING ~ °
Radius: 565.0000 DOC: 10-08-27.05
Length: 906.3954 Tangent: 584.2186 GRADE O q
Mid -Ord: 172.2208 External: 247.7339 w �_ O M s 8
Chord: 812.2794 Course: N 57-55-17.87 E Z +- (%� z �+ 9
Es: 247.7339 .-----
----- Ilk
470 J 3 MIN
PI 22+13.26 3945701.7206 11508264.0048 CC VERW
Length: 730.3958 Course: N 52-40-37.23 E Delta: 40-42-48.45 10
x
C
------------------------------------------------------------------------------ L
Circular Curve Data W E
PC 20+03.63 3945496.6379 11508220.5495" " N ►�1 v
CC 3945379.5194 11508773.2775 �" 12 X6 TEE "s
PT 24+05.11 3945828.8245 11508430.7138 F.H. °
Delta: 40-42-48.45 Type: RIGHT W
Radius: 565.0000 DOC: 10-08-27.05 W
Length: 401.4799 Tangent: 209.6360 = O s
Mid -Ord: 35.2871 External: 37.6378 W
Chord: 393.0864 Course: N 32-19-13.01 E0
(0 00
Es: 37.6378 H
460 W�
111
-------------------------------------------------------------------------------
PI 29+25.87 3946144.5651 11508844.8377 PROPOSED GRADE 07 0 "0
o
Length: 87.6186 Course: N 62-41-30.41 E
Delta: 10-00-53.18 W 1 o
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,jtf
Tongent Data 12" CL 52 D.I. WA
24+05.11 3945828.8245 11508430.7138 = a
28+38.25 3946091.4413 11508775.1607
---------Length:------ 433.1412 Course: N 52-40-37.23 E 2
------------------------------------------------------
Circular Curve Data Q
PC 28+38.25 3946091.4413 11508775.1607 r
CC 3945296.2110 11509381.4683 n
PT 30+13.04 3946184.7624 11508922.6913 O W
Delta: 10-00-53.18 Type: RIGHT 2.E
Radius: 1000.0000 DOC: 05-43-46.48
450
Length: 174.7907 Tangent: 87.6186
SCALE B
Mid -Ord: 3.8165 External: 3.8312 .4 a
Chord: 174.5683 Course: N 57-41-03.82 E r u7 00 N 0) 14 -LO 0 0n u7 00 1 ° _ 5,0'
Es: 3.8312 u -i 00 O ''� u -i Ui
^ ►fi
U-) � (0 N Cfl ca ^ c0 n ^ ^ v
------------------------------------------------------------------------------- c
PI 30+13.04 3946184.7624 11508922.6913 W SHEET NO. y
3u
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 R-10
ICE 3
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405
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Lo
%fVP11R/IRNIL LI�IJ �7LV IIVI�� / / / ! / / / / / 1 I I r N $1 r- - :j / V'\
/ _� / w v I I I I g D N
SCALE: 1 (0o
m / / �-
-v-
BOULDERS ROAD
N W
HORIZONTAL ALIGNMENT o
W N U.
I NFORMA TION N O
PVI STA:12+00.00 PVI STA:13+60.00 - a'
PVI ELEV. 468.000 PVI ELEV: 473.000 W
Horizontal Alignment Station and Curve Report.11� A. -2.31�Y�/
Aliiggnment: BOULDER ROAD K: 69.39 K: 107.80D §
�+ •
Desc.Station------Spiral/Curve Data Northing ------ Easting--- ----- VC LENGTH: 160.00 VC LENGTH: 160.00 �..� Q Z
-
--------------------- HP STA: 12+80.00 HP STA: 14+40.00
HP ELEV:470.50 HP ELEV:474.31
PI 9+50 3945081.9210 11507386.4087 Ip OO S
Length: 74.0238 Course: N 89-09-23.62 E O U) W
O M O O O
------------------------------------------------------------------------------- 490 cv 6 n
PI 10+24.02 3945083.0107 11507460.4245
Length: 658.2424 Course: S 76-07-13.05 E ± U N U U
Delta: ---14_ 43 _23_34 -------- V > U > U > O O
-------------- ---------------------------------------------
Circular Curve Data
PC 9+50 3945081.9210 11507386.4087
CC 3944509.0231 11507394.8428 o
PT 10+97.23 3945065.2536 11507532.2869 W i
Delta: 14-43-23.34 Type: RIGHT Uj
Radius: 572.9600 DOC: 09-59-59.86 = r
Length: 147.2321 Tangent: 74.0238 (n U
Mid -Ord: 4.7227 External: 4.7620
Chord: 146.8273 Course: S 83-28-54.72 Ew
Es: 4.7620 =-as 175 TRANSITION SUP R ELEVATION
------ ------------------------------------------------------------------------ 480 F- 04 04 L
EFT to
PI 16+81.45 3944925.1087 11508099.4472 LU ^ EXISTING GRADE AT C4 w x
Length: 793.8546 Course: N 11-57-48.78 E -Ja
w
Delta: 91-54-58.17o K SOUTHERN R/W N Ul w 1 1 1 W ZLL
Circular Curve Data _ W
PC 10+97.23 3945065.2536 11507532.2869
o EXISTING GRADE AT Z K [[�,��,
CC 3945613.7564 11507667.8215 a. N W C""�' U
PT 20+03.63 3945496.6379 11508220.5495 NORTHERN R/W (/� L)
Delta: 91-54-58.17 Type: LEFT wi
W EXISTING ~ °
Radius: 565.0000 DOC: 10-08-27.05
Length: 906.3954 Tangent: 584.2186 GRADE O q
Mid -Ord: 172.2208 External: 247.7339 w �_ O M s 8
Chord: 812.2794 Course: N 57-55-17.87 E Z +- (%� z �+ 9
Es: 247.7339 .-----
----- Ilk
470 J 3 MIN
PI 22+13.26 3945701.7206 11508264.0048 CC VERW
Length: 730.3958 Course: N 52-40-37.23 E Delta: 40-42-48.45 10
x
C
------------------------------------------------------------------------------ L
Circular Curve Data W E
PC 20+03.63 3945496.6379 11508220.5495" " N ►�1 v
CC 3945379.5194 11508773.2775 �" 12 X6 TEE "s
PT 24+05.11 3945828.8245 11508430.7138 F.H. °
Delta: 40-42-48.45 Type: RIGHT W
Radius: 565.0000 DOC: 10-08-27.05 W
Length: 401.4799 Tangent: 209.6360 = O s
Mid -Ord: 35.2871 External: 37.6378 W
Chord: 393.0864 Course: N 32-19-13.01 E0
(0 00
Es: 37.6378 H
460 W�
111
-------------------------------------------------------------------------------
PI 29+25.87 3946144.5651 11508844.8377 PROPOSED GRADE 07 0 "0
o
Length: 87.6186 Course: N 62-41-30.41 E
Delta: 10-00-53.18 W 1 o
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,jtf
Tongent Data 12" CL 52 D.I. WA
24+05.11 3945828.8245 11508430.7138 = a
28+38.25 3946091.4413 11508775.1607
---------Length:------ 433.1412 Course: N 52-40-37.23 E 2
------------------------------------------------------
Circular Curve Data Q
PC 28+38.25 3946091.4413 11508775.1607 r
CC 3945296.2110 11509381.4683 n
PT 30+13.04 3946184.7624 11508922.6913 O W
Delta: 10-00-53.18 Type: RIGHT 2.E
Radius: 1000.0000 DOC: 05-43-46.48
450
Length: 174.7907 Tangent: 87.6186
SCALE B
Mid -Ord: 3.8165 External: 3.8312 .4 a
Chord: 174.5683 Course: N 57-41-03.82 E r u7 00 N 0) 14 -LO 0 0n u7 00 1 ° _ 5,0'
Es: 3.8312 u -i 00 O ''� u -i Ui
^ ►fi
U-) � (0 N Cfl ca ^ c0 n ^ ^ v
------------------------------------------------------------------------------- c
PI 30+13.04 3946184.7624 11508922.6913 W SHEET NO. y
3u
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 R-10
ICE 3
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