HomeMy WebLinkAboutSDP201200039 Plan - Approved Minor Amendment 2012-06-29PHASE 10F
Alan Franklin PE, LLC
Civil and Site Plan Engineering
LEGEND
W
WATER LINE (EX. / PROP.)
WV® WMO
WATER VALVE / METER
FHA
FIRE HYDRANT
YH
YARD HYDRANT
BOA ®
BLOW -OFF ASSEMBLY
SS
SANITARY SEWER LINE (EX. / PROP.)
CO o
CLEANOUT
MH••
MANHOLE
SD—
STORM LINE (EX. / PROP.)
DI C-T]
STORM INLET
YD ®
YARD DRAIN
DS o
DOWNSPOUT
G
GAS LINE (EX. / PROP.)
GVO GMO
GAS VALVE/ METER
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
PPO
POWER POLE
LP *
LIGHT POLE
GUY e
GUY WIRE
EM
ELECTRIC METER
®
TRANSFORMER
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED ❑
UTILITY PEDESTAL
SWM/ DWM o16-6
SINGLE/ DOUBLE WATER METER
GV M
GATE VALVE
BOA o
BLOW OFF ASSEMBLY
— - - -- - - — BOUNDARY/ RIGHT-OF-WAY LINE
I.F. IRON PIN FOUND
I.S. IRON PIN SET
- - - - - - SETBACK LINE
-- - - - - -- EASEMENT LIMITS
CENTERLINE
670 CONTOUR LINE (EX. / PROP.)
<--3:1-- <-2.500/T- DEGREE / DIRECTION OF SLOPE
479.70+ SPOT ELEVATION
HP HIGH POINT
LP LOW POINT
- - - • • - DITCH / SWALE
— _ • • = WATER COURSE
BM* BENCHMARK
CG-2 VDOT STD. HEADER CURB
CG-6 VDOT STD. CURB & GUTTER
CG-12 VDOT STD. HANDICAP RAMP
HC HANDICAP PARKING SYMBOL
DIP DUCTILE IRON PIPE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
PVC POLYVINYLCHL0RIDE PIPE
HDPE HIGH -DENSITY POLYETHYLINE PIPE
VC VITRIFIED CLAY PIPE
FFE HNISHED FLOOR ELEVATION
TBR TO BE REMOVED
TBT TO BE TRANSPLANTED
TBS TO BE SAVED
ALBEMARLE COUNTY, VIRGINIA
MINOR SITE PLAN AMENDMENT;
VICINITY MAP
1" = 60'
JUNE 257 2012
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
APPROVED SITE PLANS PREPARED BY:
PH. 434-531-3600
SHEET INDEX SEAL
SHEET 2 NOTES AND PRIC,)JECT DATA
SHEET 6 LO,YOUT FLAN
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Alan G. Franklin
Lic. No. 35326 W
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REVISIONS
REV DATE DESCRIPTION SHEETS REVISED
06/25/12 MSPA: REVISE SINGLE FAMILY DRIVEWAY CUT NUMBER/LOCATIONS 1,2,6
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Alan G. Franklin
Lic. No. 35326
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SCALE: NONE
ISSUED: 06-25-12
REVISIONS:
SHEET
GENERAL NOTES:
PROFFERS:
PERFORMANCE STANDARDS:
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
, i - ,"
DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE= FEE SIMPLE OWNER (IFHE "Ci�JJNI_F,) OF TAX MAP
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT--OF-WA`Y, INCLUDING CONNECTION TO ANY
32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY") WHICH IS THIE SUBJECT OF THE ZONING 1',,JAP AE\JE:NDMENT
INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" iN THE OWNER CONTRACTOR
/
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
APPLICATION #ZMA-06-19 KNOWN AS "WILLOW GLEN." THE APPLICANT (FOR WILLOW GLEN IS SUGARAY TWO, LLC, A
AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
c _ >
VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN COMMUNITY IS HEREIN REFERRED TO A,,, THE= F ROJECT.
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED
WITH SPECIFIED IMPROVEMENTS.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLJUNTA,R`( PROFFERS
VDOT UNLESS OTHERWISE NOTED.
THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPER FY IF T-HPG REZONING IS
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY, UTILITIES SHOWN ON THESE PLANS ARE
APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING A�,,ID IT IS AGREED
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
THAT THE CONDITIONS ARE REASONABLE.
CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF
CONTROL PLAN AND SHALT_ BE INSTALLED PRIOR TO ANY CLEARING, GRADIING OR OTHER CONSTRUCTION.
CERTAIN UNDERGROUND FEATURES,
1. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN F)E:RCENT (15%)
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR L_IEASE: AFFORDABLE
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND
DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDABILE UNITS"). THE AFFORDABLE DWE=LL,ING UNITS
SCHEDULE/ ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE-FAMILY ATTACHED HOUSING
BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN
3:1 OR BETTER ARE TO BE ACHIEVED.
(TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER OR !TS SUCCESSOR IN INTEREST RESERVES THE RIGHT
APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN 1N THE OPINION OF THE COUNTY
ALONE OR IN COMBINATION AS OUTLINED BELOW.
4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER ,
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
TRADES ON -SITE.
A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFF�DRDABL-E TO
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80%) OF THE AREA MEDIAN FAMILY INCOME (THE "t'-"\FFORDABLE
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIIATION FROM THESE PLANS.
(MUTCD), 2009 EDITION AND THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION.
UNIT QUALIFYING INCOME"), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTERES"F,. REAJL. ESTATE TAXES,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER
AND HOMEOWNER'S INSURANCE (PITI) DO NOT EXCEED THIRTY PERCENT (30%) OF THE AFFORDABL.. "- UNIT QUALIFYING
EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY,
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABI'....E UNITS BE REQUIRED
AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE
TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS (GP'190,400) OR
WRITTEN CONSENT OF THE ENGINEER.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
SIXTY-FIVE PERCENT (65%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHL)A) MAXIMUM
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT
CONSTRUCTION INDUSTRY (29 CFR PART 1926) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION.
MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF THE 90-DAY IDENTIFICATION AND QUALIFICATION
ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS:
U
PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION F��+;CII_.IT1`�1�E THE
E ION F/10LITA
ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION
1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
PROVISION DOWN PAYMENT ASSISTANCE LOANS REDUCE THE OUT-ST POCKET CASH COSTS TO
THE ISION OF DO SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, R THPeI1 THE RIE:SULTANT
REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. AL.-L FINANCIAL
ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT
OF THE START OF CONSTRUCTION.
PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE_ LE�dDER. ANY
WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
"SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED l"O TI-EE COUNTY OF
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE
THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL
SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
PRICE OF THE AFFORDABLE DWELLING UNITS THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM
MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH TIHE TEST RESULTS FOR APPROVAL.
THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS.
DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
3, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
B. FOR -LEASE AFFORDABLE DWELLING UNITS.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
(I) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE: THE=N-CURRENT AND
SHE IS STORING ON SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WI (THIN THE BUILDINGS OR
APPLICABLE MAXIMUM NET RENT AS UB
P LISHED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSE_( UERI F CALENDAR
WORKING ON THE BUILDINGS, NOR IS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIIT MAY BE INCREASED UP TO THREE PERCENT (3%).
CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN,
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE
0 G NIZED AND SAFE SITE AND IS THE FINAL AUTHORITY AS TO THE LOCATION PLACEME
R A NT OR STORAGE OF ANY
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN
TENANT -PAID UTILITIES. THE RE U 1
Q IREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE L NITS I'VIAY NOT EXCEED
AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE
THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1 B SHALL APPLY' FOR A PERIOD OF TEN (10) YE_ARS F"C)LLOWING THE
EER HALL BE HELD RESPONSIBLE FOR THEFT DAMA E -
THE OWNER NOR ENGIN S G OR INJURY N ITE D RIN
0 S U G
OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
DATE THE CERTIFICATE OF OCC PAN R EA H F - ENT AFF RD BL
U CY IS ISSUED BY THE COUNTY FCC C OR R O A t E UNIT OR UNTIL
CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUINTY'S AFFORDABLE HOUSING POLICY, WHICHEVER
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
COMES FIRST (THE "AFFORDABLE TERM").
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THIEM CLEARLY PRIOR TO
CG-9(A, B OR C).
(II}. CONVEYANCE OF INTEREST -ALL INSTRUMENTS CONVEYLNG ANY INTEREST IN THE FOR-LEA.�E AFFORDABLE
COMMENCING GRADING OF THE SITE, ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL
DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANIGUAGE RECITING THAT SUCH UNIT 1S SUBJECT TO
MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE
STANDARD PE-1.
AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE
10.DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO
AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(B). PRIOR TO THE
NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED
7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH ANDi DITCH SECTIONS, AS SHOWN ON THE
CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DWE:LL.ING UNIT DURING THE AFFORDABLE: TERM, THE
TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THIE CONVEYANCE AND PROVIDE THE NAME,
REPAIR AND RESTORATION OF SERVICE.
ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS 01= THIS
ROAD PLAN APP V L F B
RO A FO Z SU DIVISIONS 1S SUBJECT TO FINAL SUBDIV1SiC E FIN
8. N PLAT VALIDATION. SHOULD TH AL
PARAGRAPH 1(B)(II) HAVE BEEN SATISFIED.
11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THIEN APPROVAL OF THESE PLANS SHALL BE
(III). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR
DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE
NULL AND VOID.
LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE
ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMIENT FOR EACH SUCH UNIT RENTED THAT SHOWS
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIIRGINIA MANUAL FOR UNIFORM TRAFFIC
THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR (LEASE AGREEMENT. IN ADDITION, DURING THE
12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROP' E AND MANU
ERTY NUMBERING ORDINANC AL.
P -
AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE COUNTY, 1F REQUESTED, ANY F,EI-'ORTS,
E ARY PERMIT AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPL IVE N- ITE. ALL
OBTAIN ALL NEC SS S OS S 0 S
COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAIf�JING TO RENTAL RATES AS THE COUNfTY MAY
OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL
10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL IBE INSTALLED BY THE DEVELOPER WHEN,
REASONABLY REQUIRE.
BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEM ED NECESSARY IN ORDER TO PROVIDE
13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
SAFE AND CONVENIENT ACCESS.
C. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROPERTY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
11,THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE THE DESIGN SPEED, OR AS DETERMINED
SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUIBJECT TO THE TERMS AND CONDITIONS OF THIS
PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. V�VHERE ANY DISCREPANCIES
BY VDOT FOR PUBLIC ROADS.
PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, /AND THE AGGREGATE NUMBE::R OF SUCH LOTS OR
OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISIOIN PLAT AND SITE PLAN SHALL CONSTITUTE A
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THIE SUBBASE MATERIAL AT ALL GUT
MINIMUM OF TWELVE PERCENT (12%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTV111THSTANDING THE
14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF
AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
FOREGOING, HOWEVER, THE OWNER MAY "CARRY-OVER" OR "BANK" CREDITS FOR AFFORDABLE UNI"FS IN TF�IE EVENT AN
THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLIE: UNITS THAT IN THE AGGREGATE 1=X.CEED THE
QUALITATIVE STANDARDS:
13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
TWELVE PERCENT (12%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIOI^dlAL AFFORDABLE UNITS
1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE
MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12%) MINIMUM OIN ANY FUTURE SUBDIVISION 'F'ILAT OR. SITE PLAN,
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT O)R COUNTY INSPECTOR PRESENT.
PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UIINITS THAT MAY BE CARRIED OVER (OF11 BANKED
EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
SHALL NOT EXCEED TWELVE PERCENT (12%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN.
VDOT ROAD INSPECTION NOTES:
2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE
1. MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE
D. NOTIFICATION PERIOD; COUNTY CASH OPTION.
STRUCTURE.
MAINTAINED.
(1). NOTIFICATION PERIOD. ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL. BE APPROVED BY THE
3. EROSION ND CONTROL EASU S SHALL BE PROVIDED IN ACCORDANCE WIT ON
A SILTATION M RE H THE APPROVED EROSI
A. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFO E IT IS COVE
R .RED.
' 4x
At EMARLE COUNTY FFI E -
O C OF HOUSING OR ITS DE SIGNEE. THE THEN C�U�RRENT OWNER/BUILDER �:>HALI_.. F OV1DE THE
R
NTR L P N AND IN I P IBLE HALL BE IN TALLED PRI R T ANY CLEAE TH
CO 0 LA ASMUCH ASS OSS S S 0 0 RING GRADIN R O ER
GO
B. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE IG - -
R HT OF WAY BEFORE BEING COVERED.
�
CC7UNTY R IT DE I I I"'
O S S GNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY A,ND PRE -QUALIFY AN ELIGIE,,.-E I LIT FOR
CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR .STABILIZATION O F THE
P-
C. CONSTRUCTION flF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF THE ROADBED
..,HASER
- - _
TFIE� AFFORDABLE UNITS . THE - I
NINETY 90 DAY PERIOD SHALL COMMENCE UPON W T
( ) { ) RIT EN NOTICE:°: I R DM T"HE
PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIIZES DECOMMISIONING Or
BASE MATERIAL��.
THEN -CURRENT OWNER/BUILDER THAT THE UNITS) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND,
EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL
D. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS /AND CERTIFIED TESTS, SHALL BE COMPLETED
O .�
THAT ON R BEFORE THE END OF SUCH ONE HUNDRED TWENTY {120} DAY PERIOD SHALL BE READ I FOR OCCUPANCY. IF
BOND.
-
B -
ANDAPPROVED EFORE_ THE PAVEMENT STRUCTURE 1S PLACED.
-
Tt,F COUNTY OR ITS DESIGNEE DOE N
S OT PROVIDE A UALIFIED P ;HA E
Q URC S R WHO EXECUTES A CGNTRAC'T F
.. O
EEDED ND M L HED. THEM L
D DI T ABED AREAS ARE TO FERTILIZED S A U C AXIMUM ALLOWABLE S OPE IS
4. ALL SLOPES AN S U
E. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTEINT WITH THE APPROVED PAVEMENT DESIGN,
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS
PURCHASE DURING THIS NINETY 90 DAY PERT D TH - =
( } O E THEN CURRENT OWNERIBUILDER SHALL HAV C_ THE: RIGHT TO SELL
'�
BLY BTAINABLE LESSER SLOPES OF 3:10 BETTER ARE T BE
2:1 H RIZ NTAL:VERTICAL .WHERE REASONA 0 R 0
0 0
AND THE PLACEMENT OF A PAVING COURSE AS N A P IBLE.
SOO S OSS
OR LEASE THE UNITS WITHOUT ANY REST C 'y
RI TION ON S ,
ALES OR LEAS E PRICE OR INCOME OF THE I U C ,
F R I-IA�ER S
ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT.
F. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COOMPLETION AS PART OF TEN FINAL
PROVIDED, HOWEVER, THAT ANY UN1T(S) SOLD OR LEASED WITHOUT SIUCH RESTRICTION SHALL NE''�11=RTFIEI_ESS BE
INSPECTION.
COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT T(') THE TERMS OF THIS
5, PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY
G. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM C))F ONE WEEK PRIOR TO EACH OF THE ABOVE
PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH t:)F THE AFFORDABLE
AGENT IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
,
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN -CURRENT i'JWNERIE3UILDER
,�
H. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL RE DIRE ADDITIONAL TESTIN F THE R AD
Q GO O S
FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS
6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS
AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS.
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE
(11). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS. IF AT ANY TIME PRIOR TO THE COUNTY'S
APPROVED BY ENGINEER.
SITE NOTES:
APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE
-SPECIFIC
FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN -CURRENT OWNER/BUIL_DER IN
7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.
c,
1. THE SUBJECT PROPERTY LIE IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED.
WRITING THAT 1T MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING
UNITS AT THE TIME THAT THE THEN -CURRENT OWNER/BUILDER EXPECTS THE UNITS TO BE COMPLETED ANIE) THAT THE
8. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS.
2. THE SUBJECT SITE IS NOT WITHIN THE 100-YEAR FLOODPLAIN. IT IS IN ZONE'X' AS NOTED ON FIRM #51003CO140D PANEL 140 OF
(
HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO TH[E HOUSING OFFICE TO SUPPORT AFF110RDABLE
575), DATED FEBRUARY 4, 2005.
HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HIUNDRED DOLLARS ($19,100) II'sl LIEU OF" EACH
9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE
AFFORDABLE UNIT(S), THEN THE THEN -CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBI,)TION TO THE
TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEYARE TO BE 8 X 18 AND
3. RUNOFF FROM THE SUB E T ITE WILL NTIN E T FL W TOWARD THE P WELL -
J C S CO U 0 0 0 CREEK THROUGH THE RETROFITTED ON SITE
:� �
COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE LJNIT(S) THAT WERE ORIGIN,���LL �' F L� �NNED TO BE
_ SEE. ALL VAN ACCESSIBLE SPACES SHALL BE 11 X 18 AND ADJ 0 X 8
ADJACENT TO A 5 X 18 PAINT OUT AI AGENT T 5 1
POND.STORMWATER DETENTI NAND AL EA RE ARE PR P ED AT T A
0 U ITY M SU S 0 OS H T LO ATI N.
Q C 0
AFFORDABLE DWELLING UNITS, AND THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT I O ..�EL..L'THE UNITS)
PAINT -OUT AISLE.
4.OFF SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGIEWAYS. OFF SITE RUNOFF IS FROM PUBLIC LANDS,
WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). 1F ALL OF ANY POI�tTION OF THE CASH
P
THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTIION AND UALITY ARE TO BE ACCOMMODATED
Q
,,... ,
CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVr.:: (5) YEARS OF THE
10.SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4,
ON -SITE IN THE RETROFITTED POND.
DATE !T WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUPNDED TO THE PARTY THAT C(..)I+1TRlE3U-FED THE
FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEL:'MED'TO HAVE BEEN
11.LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY
5. THE EXISTING VEGETATION OF THE SUBJECT SITE 1S PREDOMINANTLY OPEN PASTURE WITH SOME PERIMETER AND SPECIMEN MATURE
PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARI'-E COUNTY OFFICE
PARKING SPACES.
HARDWOOD TREES.
OF HOUSING OR ITS DESIGNEE THAT THE AFFORDABLE UNIT(S) WILL BE AVAILABLE FOR SALE.
12.PERPENDICULAR PARKING TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE
6. ROADS WITHIN THE PROJECT SHALL BE BOTH PRIVATE AND PUBLIC. THE FOLLOWN'G ROAD NAMES CORRESPOND TO THE ROAD NAMES
E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJIE:i,T TO ALL
AN OVERHANG IS POSSIBLE.
ON THE APPLICATION PLAN. THESE NAMES HAVE BEEN RESERVED AND/OR ASSIGNED BY E-911 SERVICES:
'A' = WILLOW GLEN DRIVE (PUBLIC)
APPLICABLE P r' �'
RIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUC., 4,ESSOF ,S IN
13.PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
'B' = PRESTWICK GLEN DRIVE (PUBLIC)
INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1.
'C' = HEATHROW GLEN CIRCLE (PUBLIC)
14.LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED..
'D' = SHANNON GLEN COURT (PUBLIC)
'E' = TRUDEAU COURT (PRIVATE)
2. CASH PROFFER.
P P
15.UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24 WIDE. ONE-WAY' TRAVELWAYS SHALL BE 12
'F' = HARTSFIELD COURT (PRIVATE)
' = TEMPELH F
G O COURT {PRIVATE)
A. THE OWNER SHALL a
CONTRIBUTE CASH TO THE ('
.,OUNTY IN THE (FOLLOWING AMOUNTS FOR E..� ,CH CYW'ELLING UNIT
WIDE.
CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE (DWELLING UNIT. THE CASH CI;DNTRIBUTIONS SHALL
7. ALL INTERNAL ACCESSWAYS ,ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC RIGHT-OF-WAY.
BE USED TO ADDRESS THE FISCAL IMPAC K,,
TS OF DEVELOPMENT ON THE'. COUNTY S PUBLIC FACILITIE",_a AND
16.PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED
(WIDTHS VARY) - SEE PLAINS.
INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION) IDEN"IFIFIED INI THE
2% IN ANY DIRECTION.
COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIIONS SHALL BE PAID PRIOR T(:)i ISSUANCE OF A
8. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS.
BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED !N THIS PARAGRAPH 2 IN THE FOLLOWINiG .AMOUNTS:
17.DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING,
9. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTEID ON THE PLANS.
(1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE-FAMILY DETACHED DWELLING
P „
IDEWALKS TO BE A MINIMUM WIDTH OF 5 EXCLUDING CURB CONSTRUCTED OF 4 3000 P I N RETE RF
18.S S CO C SU ACE
>
10.5-WIDE CONCRETE SIDE�'VALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK SECTIONS LYING ON
UNIT-
,
4 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS.
PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION.
(11). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) FOR EACH SINGLE FAMILYATTA(;HED 1: WELLING UNIT
ED ALL T RM SEWERAGE SHALL BE INSTALLED IN ACCORD D RD
19.UNLESS OTHERWISE SPECIE( S 0 ANCE WITH VDOT STAN A S
THAT IS NOT AN AFFORDABLE DWELLING UNIT.
_ -
AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N 12 OR kQUAL
11. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S
W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
DISCRETION AND ARE SU13JECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT.
(III). ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT
S 52 D L TE S
20.UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLA S LP . A L WA R ERVICE LATERAL TO BE TYPE K
12. UNITS ARE EITHER FOR SALE OR RENT.
THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF I;:�,:iUANICI_: OF THE
COPPER TUBING.
13. TOTAL CONDOMINIUM BREAKDOWN: 16 1- BEDROOM UNITS, 54 2- BEDROOM UNITS, AND 12 3-BEDROOM UNITS.
BUILDING PERMIT FOR EACH UNIT AS APPLICABLE.
21.ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM.
1 .W E r
4 HEN VER APARTMENT STYLE NIT ARE
U S INTRODUCED INTO A TOWNHOME SETTIN G THE BUILDINGS THAT OCCUPIES THAT PE IFI
O S C C
B. ANNU AL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, THE AMOUNT OF E:ACFI GA,:PH
LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES.
CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INC.�REASE OR DECREASE
22.ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS,
FOR THE PRE ED �I
C ING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVE-RAGE., .SOUTHEAST
WATER AND SEWER:
r
15. ANY SITE IDENlF1CATION ,�IGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER /
DEVELOPER,
AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/1<1A MARSHALL &
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR
SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION
WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT
STANDARDS.
BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE
ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING
PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE
17. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS.
YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE
ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
18. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (LE. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS
CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN
AREAS THROUGHOUT THE SITE.
THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREME:::NTS, -THE UNPAID
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR.
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
19. DUMPSTERS ARE PROVIDIED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB
SERVICE.
3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D"
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA
20. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM.
SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14-410H AND 14-422 OF TH,E COUNTY
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" {THIE "TOWN
21. A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOCIATION iN APRIL 2007.
CENTER DRIVE CONNECTION"). THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE
22. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE
OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITE PLAN APPROVAL FOR THE FIRST FIHASE OF THE
CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY, ALL FUTURE LOCATIONS SHALL BE COORDINATED
PROJECT; OR (B) EIGHTEEN (18) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32-50 DEDICATES TO PUBLIC USE THE
WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH
PUBLIC RIGHT-OF-WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
TYPICAL NURSERY PRACTICES.
DRIVE CONNECTION, AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE, CONSTRUCTION AND OTHER EASEMENTS
8. VALVES ON DFADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES
NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION. FOR PURPOSES OF THIS
PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLE:: FE WHEN IT 1S READY
EXTENSION OF THE LINE.
WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER.
TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE
CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR 1N THE FIELD. A MARKUP SET OF PLANS SHALL BE
CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
STATE -MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRIIFTEN DETERMINATION
PROVIDED TO THE OWNER HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA
THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE
C
RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST.
24. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO
BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE,
25.ON-SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND
UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER.
___
FOUNDATION PREPARATION.
PROJECT DATA:
DEVELOPER:
SUGARAY TWO, LLC, CHARLOTTE SVILLE, VA 22901,434-978-1766, 434-978-0188(F); CONTACT:
GEORGE RAY
PROPERTY OWNER:
WILLOW GLEN ALBEMARLE, INC. 690 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901
434-978-1766, 434-978-0188(F); CONTACT: GEORGE RAY
TAX MAP / PARCEL #:
TAX MAP 32- 49K
PROPERTY ADDRESS:
3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE
PROPERTY SIZE:
4.613 (PHASE 1 PARCEL ONLY)
ZONING:
PRD (AS OF 10-10-07 - ZMA #2006-00019)
MAGISTERIAL:
RIO
COMPREHENSIVE PLAN:
RESIDENTIAL- URBAN DENISTY (6.01-34 UNITS/ACRE) (AS OF 10-10-07- CPA #2006-00003)
PERMITTED DENSITY:
MAX. 234 UNITS TOTAL = 9.88 DU / AC (36 OF 234 UNITS WITH PHASE 1)
DRINKING WATER
NOT APPLICABLE
WATERSHED:
PROFFERS:
SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS
WAIVER / VARIANCE
A CRITICAL SLOPE WAIVER WAS APPROVED BY THE PLANNING COMMISSION ON 8-14-07.
REQUESTS:
SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005,
REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY:
3110/05, DATE OF COMPILATION: 3/22/05
DATUM: NAVD '88
BENCHMARK: ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM
4 AND WERE ALL NAILS WITH FLASHERS.
BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100)
BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700)
BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300)
BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100)
BREAKDOWN:
IMPERVIOUS AREA BREAKDOWN
SF AC
%°
BUILDINGS/ROADS/SIDEWALKS:
BUILDINGS: (ESTIMATED)
33962.00 0 78
17%
PAVED PARKING/ROADS:
25995.00 0.60
13%°
__ __ _.._
SIDEWALKS:
,.....
9106.00 0.21
__.
5%
34 /°
TOTAL IMPERVIO A REA E
US C G
69063. 1
00 59
..,
LAND -USE BREAKDOWN
....
SF AC
%
LOT AREA/OPEN SPACE:
....._ _.. _... .
RIGHT-OF-WAY
_.__ ._.
42955.76 0.99 =
_ ..___ .....
21 %
_.._ ._ .. -
COMMON OPEN SPACE:
... , _... .
51539.36 1 18
26%
.
INDIVIDUAL LOTS:
106393 92 2 44 ;
53%
100%
TOTAL SITE ACREAGE:
200889.04 ; 4.61
Notes
_.. _ ...
THE MINIMUM REQUIRED OPEN SPACE IS 25%
m. _
(Per Section 19 6.1)
... ..
COMMON OPEN OPEN EXCLUDES LAND WITHIN R.O.W. AND ON INDIVIDUAL
LOTS.,
SETBACKS:
REFER TO SETBACK CHART ON SHEET 7.
MAX. NUMBER OF EMPLOYEES:
NOT APPLICABLE
PARKING REQUIREMENTS:
SEE THE PARKING DATA CHART BELOW
RECREATIONAL AREA:
111,217 SF - CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE AS SHOWN
IN ACCORDANCE
WITH APPLICATION PLAN
PUBLIC DEDICATION:
PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS.
PARKING DATA: OVERALL
;, UNIT TYPE
# OF UNITS
REQUIRED/UNIT
GUEST
TOTAL REQUIRED
PROVIDED
,,.,
SINGLE FAMILY DETACHED (LOTS 40 49 & 143 150)
22
44
0
.. ....
44
44
._ _..__ ........ ", .
!DUPLEX (LOTS39, 127, 142& 151)
$
__
16
2
18 __
_... 1 11.1-1 , _ .
.,
;TOWNHOUSE (LOTS3 38 50 73, 75-83, 85-111, 113-122&
128-141)
... ,
,
16 with NO GARAGE 2 PER CONGREGAT
( E?
54
108
0
108
108
20' w ith 1 CAR GARAGE (2.25 PER, 2 ON LOT)
_ _ ___ ......... ._ �.... _.... _ ._ .......... _
'18 _
36
4
40
40
24' w ith 2 CAR GARAGE (2.25 PER, 4 ON LOT)
48
96
__... -
12
108
192*
TOTAL
120
2 40
16 I
256
340
. ...
CONDOMINIUMS (LOTS 1 2„ 74 84 & 112)
;,
,..
1 BEDROOM (1.5 PER -CONGREGATE}
-........ _ ___ ..... -.. - , __. ... _ __
_ ...... 16
24
0
24 .... _
24
2 BEDROOM (2.0 PER -CONGREGATE)
, .. _ .
54
__.. __..
108
O
108
_. .._ ___........
108 1
3 BEDROOM (2.0 PER -CONGREGATE)
12
24
0
24
24 I
TOTAL:
82
156
0
156 !
156
__
;ADDITIONAL ON -STREET PARKING
_.....,
_,
_
__. .....
__ ._ ..4**
:TOTAL
232 ....
456
18
4i4........
562
Notes:
_.
;GUEST SPACES ARE NOT REQUIRED FOR UNITS WHEN PROVIDED PARKING IS GROUPED TOGETHER (i.e. PARKING LOT CONDITION).
THE MAXIMUM NUMBER F NIT ALL
O U S OWED IS 234.
24'-WIDE TOWNHOUSE UNITS ALL HAVE 4 SPACES ON THE LOT (2 IN GARAGE AND 2 IN DRIVEWAY). THIS EQUATES TO 1.75 EXTRA SPACES PER UNIT OR
___...... .......... __........ __.. .. __...._.,, - ......_._ .
(1.75 X 48) 84 ECTRA SPACES THAT CANNOT BE USED BY OTHER UNITS FOR GUEST PARKING THEREFORE, FOR PURPOSES OF DETERMINING ADEQUATE
PARKING, THESE 84 SPACES SHOULD BE SUBTRACTED FROM THE TOTAL PROVIIDED ON SITE, WHICH IS 562 SPACES. THE RESULT IS THAT 478 (NET) SPACES
___._ . _,...... „ _.. 1...
ARE BEING PROVIDED TO MEET A REQUIREMENT OF 474 SPACES RESULTING 1N 4* IXTRA SPACES, WHICH ARE ON STREET.
PARKING
DATA:
PHASE
1
ON LY
_
UNIT TYPE
#OF
UNITS REQUIRED/UNIT 1GUEST=TOTAL REQUIRED; PROVIDED
(SINGLE-FAMILY DETACHED (LOTS 123- 127& 140-148) 14 28
0
_ ._
28
_...._ ..
28
TOWNHOUSE (LOTS 113-122 & 128 139)
... _ _.. .
':
16' w ith NO GARAGE (2 PER CONGREGATE)
6 12
0
12
14
20' or 22' w ith 1-CAR GARAGE (2.25 PER, 2 ON LOT)
_., 4 $
1 ,
..... ....
9
9
20 or 22 w ith NO GARAGE ( 2 PER CONGREGATE)
_.. .. _ _ ...
.
_ _.... . 12 24
0
24
......_
26
TOTAL:€ 36 44
1
45
49
TRIP GENERATION
ESTIMATES:
_- --
CODE ,LAND USE _- ..
__ _. -_ _.
' AVG. WgEKDIAYTRIPS
____._..__.. .__ __ ........
ADJ. STREET PEAKS•
___ _._..-...... ___
:SATURDAY SUNDAY-
(PER UNIT) '
AM (PER UNIT);
PM (PER UNIT),
, ...�.. _. . .. ........ .... �,,,,,,,.
210 SINGLE-FAMILY DETACHED
. _...
__._.,,,,,, _� ,___...
__. 9.57
0.75
1.01
_.
10.1
8.78 I
3
22 {MAX.)
211....... ____.....7....-..
, . ...
222
193
230 CONDOMINIUM /TOWNHOUSE / DUPLEX
' 5.86
0.44
0.52
5.67
,.
4.84
212 MAX
1,242
93
110
1202
1,026
,_ -. _._._._.
DRIPS GENERATED
.. _.._.....
1,453
___...... ___. -.
110
,,,.. ...
132
1,424
1,219
_.__._.._._..___.-... __... ___. ____
1/3 Trips anticipated onto/from Dickerson Road and 2/3 trips expected onta/from Town Center Drive.
__-___.-. _:
_
STANDARDS AND SPECIFICATIONS:
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARD, 2009 EDITION.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND
EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES,
DATED 2003.
8. VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION.
►Ian Franklin PE, LL
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alas@alanfranklinpe.com
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Civil and Site Plan Engineering
427 Granberry Lane Crozet, VA 22932
434-531-5544
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