HomeMy WebLinkAboutSUB201300109 Plan - Other (not approved) 2013-08-01GENERAL NOTES:
STABILIZE A DRAINAGE CHANNEL
61.) THE EHII UNDERGROUND UTILITIES SHOWN HEREON ARE NAMED UPON AVAILABLE
7, ALL TRAFRC CONTROL 51605 SHALL ANOTHER WIN THE VIRGINIA MENTAL WR UNIFORM
INPORMATION, WE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXALT
HELENA CONTROL DEVICES.
LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND MR SONY MISSOURI THAT
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE
ODOUR BY H15 /HER MIIWRE TO LOGE OR PRESERVE THESE HOLMES. IF, DURING
_ MEAN III.
CONSTRUCTOR, THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OFFER THAN MORE SHOWN
BLENT
ON THE MAIM HE /SHE SHOULD NOTIFY TIE MIINEER AND TAKE NECESSARY AND PROPER
9 ALL EXCAVATION FOR UNDERGROUND PIPE INSTADATON MUST COMPLY WITH OSHA
STEPS TO PROJECT ME FACILITY AND MOORE AE CONTNUANCE OF SERVICE
STAND/,RW FOR THE WNSTRUCIION INDUSTRY (29 CFR PART 1926),
GI ANY DISCREPANCIES FOUND BETWEEN TIE DRAWINGS AND SITE COUNTERS OR AV
LONG. WALKS
DISCREPANCIES OR ANNOUNCE IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE
GENERAL CONSTRUCTED NOTES FOR STREETS
E DISCOVERY OF
ENGINEER. WORK GONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER M SC
1, ALL AND GON5FR000NS MUST BE TESTED AND DOCUMENTED ACCORDING i0
0 515TENCIfS SHALL BE ANNE AT THE CONTRALTOR�S R15K.
SUCH LNG N
TA DARES
VDOT AND
63. ALL COUNTY AND THE VIRQNE
CONSTRUCTION STALL CONFORM TO AND
FA E WA
2. SURFACE DRAINAGE AND PIPE D15LNAR6E MUST BE DEFENDED WITHIN THE PUBLIC
ADD PIPE DISC
51PELE
OF 67 OF
ON STANDARDS AND SERS THE OONA
RIG OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE L
AND WATER TO DEPARTMENT
SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO THE VIRQNR DEPARTMENT OF
SANITARY PO
MFGMWAY
EASEMENTS ARE TO 8S, EXTENDED TO A BOUNDARY LINE OR A NAARAL WARRCOURSE.
E WATERCOURSE
STANDARD SPECIFICATIONS ADD ALBEM4RLE COUNTY SERVICE AUMORITY
LOT
TION
GENERAL GONSTRULTON
GENERAL
3, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXALT LENGTH, WINSTON AND APPROPRIATE
STALL (ACA)
EHML COMPLY WITH THE
G4.( AEMENTS
END TREATMENTS WILL BE FIELD VERIFIED AT THE THE OF CONSTRUCTION, ADDITONAL
WDE BUILANSWITHOISABILI ANDACi
8 WITH THE PION STATEWIDE BUILDING COOS IU9BCI ANDAXIMU 61 A1P.1
&WITHT
CAARDRAIL MAY BE REQUIRED AT LOCATONS NOT SHOWN WHEN, IN THE OPINION OF VWT
2003 C NTRUSA ATTENTION IS OIREClEOT0 QUAIL SHEETS FOR ABSOLUTE MAXIMUM
IS C ELL
DEER PUBLIC ROACS) OR COUNTY (POT PRIVATE ROADS), CAPTURE IT IM
ALLOCONTRACTOR'S
SIDEWALKS
WHEN GUARDRAIL IS REQUIRED, IT SHALL BE LE
DEEMED RA 15 REQUIRED, FOUR (4) FEET
R(4
m.) UMff5 SHALL BE PROPERTY UNES OR AS INDICATED AN PUN.
a )CONSTRUCTION SMALL
ROM TORY.
OFFSET FROM ME EDGE OF PAREMENT FACE OF GUARDRAIL, AND ROADWAY
IL, AND
IN
GEE ALL FINAL GRADING SEEDING, SODDING AND /OR PANN6 SHALL BE DONE IN SUCH A
ALL FINAL
INCREASE TO SEVEN (7) FEET.
WIRES SHALL TO
MANNER TO PRECLUDE CORNING OF WATER ON AE SITE.
4. WHERE
4. WHERE URBAN CRAMS SECTIONS ARE INSTALLED, ALL RE5IDENML DRNEWAY WiRANCES
L ARE
61 ) TOR SHALL B RESPONSIBLE FOR ACQUIRING ALL NECE55ERY PERMITS
SHALL
SHALL COINFORA TO VWT B C.
SURE E RE STAFF U
BEFORE START OF COLLTROTIFY
S WHERE RURAL 68055 SSTANDA5 ARE INSTALLED, ALL RE5IDENNN. DRIVEWAY ENTRANCES
BRUNEI E I
GEE THE GON1RAGiOR SHALL NOTIFY SIBS UTILITY (1 -SCI- 552 -]001) 48 HOURS PRIOR
(D
SHALL GOINPoRM TO LOU STANDARD PE -1.
TO EXCAVATION.
6, COMPLIANCE WITH TIE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH MOTORS,
OR THE CONTRACTOR SHALL COORDINATE REGULATION OF ELESCHERAL TELEPHONE MID
AS SHOWN ON ME TYPICAL PAVEMENT SECTION DETAIL, SHALL BE SJRIGTLY ADHERED TO.
CAN MESSAGE.
7. ROAD (PLAN APPROVAL FOR SUBMARINE 15 SUBJECT TO FINAL SUBDIVISION PUT
610,) DISPOSE OF TREES, STUMPS AND OFFER DEBRIS OFF SITE.
VALIDATION, SHOULD THE FINAL PUT FOR THIS PROJECT EXPIRE PRIOR TO SIGUING AND
611.) ALL FARMERS USED MR FILL SHALL BE FREE OF VIBRATOR MATERIALS SUCH AS
RECORDS ➢ON, AND APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
WOOD, ROOTS, FROZEN MATERIAL, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE OR NNY
TP
OTHER NOWGWFADING MOIL MATIFFULA
B. ALL 516M OR OTHER REGULATORY LOGGED ANSI CONFORM WIN THE VIR61NIA MANUAL
612.) A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
FOR UNIFORM TRADER CONTROL DEVICES AND THE ALMAPA E COUNTY ROAD NAMING AND
ED
PROPERTY NUMBERING ORDINANCE AND MANUAL
ANY WORK 10 PERFORMED STAR RI6NT -OF- WAY.
EH KENNEDY OLYETNYIENE
HA
613E AE
G13) SHALL PROVIDE ADEQUATE MEANS OF GLEANING TRUCKS AND /TH
9. TRAFFIC CONTROL OR OFFER REGULATORY SINCE OR BARRICADES SHALL BE INSTALLED
OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC R
EQUIPMENT OF THE
BY THE DEVELOPER WHEN, IN THE OPINION OF ME COUNTY ENGINEER, OR DESIGNEE THEY
AL
CONTRACTOR'S RESPONSIBILITY i0 CLEAN STREETS AND ALLAY DUST AND TAKE ALL
LLUC AM)
ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CON NIWT SOME.
AI
MEASURES NECESSARY TO ENSURE THAT TIE ROAD I5 MAINTAINED IN A CLEAN, MUD AND
10 THE SPEED LIMA 5 BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DUST FREE CONDITION AT ALL TEES WRING RUCTION.
BEEF, OR A5 DETERMINED BY VWT FOR PUBNG ROADS.
DE
614.) CHAMBERS, CURB
ARE FROM ME 66E OF CURB UNLE55 OTHER OTHERWISE NOTED
11. SE AINS ARE TO BE INSTALLED UNDER THE
11. SEAT STANDARD CD -1 OR LAND CLL
HANS
615.) PALM HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON CLOSINGS
MATERIAL AT ALL CUT AND FILL 1RANMITIONS PND GRADE WAS POINTS M SHOWN
ON TRAP
TRAFFIC MARKINGS BEPET
HANDICAP PARKING 6PMFS AND ACCESS AISLES SHALL BE BANE
ME
ON AE ROM PROFILES.
MHA
TRAFFIC MERKINCS SHALL BE IN CONFORAMPAGE WITH THE VIRGINIA DEPARTMENT OF
12. A VIDEO EMEFRA INSPECTION 15 REQUIRED FOR ALL SEWERS LAND CULVERTS
TRATHPOKIATION MO THE MENTAL MR UNIFORM TRAFFIC CONTROL DEVICES STMDARfS
CONTROL
THAT ARE DEEMED PACT
TO FLOC OR COUNTY INSPECTIONS. THE VIDEO INSPECTION
AND
AND SPRAFFIC
ED IN A51BIP
SHALL BE CONDUCTED IN ACCORDANCE WITH VDOYS VIDEO CAMERA INSPECTION PROCEDURE
O UR
616.) CONTROL BIDS OAR BE INSTALLED IN WITH THE LATEST
XIMUM
IS OF E DECIMAL UAL MRA ME
6 OF VIRGINS WORK ARE PROiEGTION MANUAL MID AE MANUAL OF UNIFORM
F UNIFORM
WART VALVE
ISSUE CONTROL DEVICES.
017) N T USED
NOT USED
- -0S,-
6S)
GTE) NOT USED
G15E ALL HILLS i0 BE COMPARED IN 8" LOOSE LIET6 OED. STD, PROCTOR.
EN
620E EXISTING SLOPES 6REtER THAN 49 BINLL BE BENCHED PRIOR TO PLACEMENT OF
FILL.
- -G
021E GONIRAGTOR WILL OOMPIETE ALL 511E WORK FINAL GRADING, WJfSfAPIN6, SEEDING,
PANNE AND REMOVAL OF DEBR15.
THIS PUN HAS BEEN PREPARED WITHOUT BENEFIT OF A PRE REPORT AND
DOES NOT NECESSARILY R CE
DOES NCUM
INDICATE ALL ENCUMBRANCES ON PROPERLY
(P3.) S G SUBMITTED
PUNS, SQUARE PVNS, AND LAPWING PUNS WHALE
OFFERS UNDER SEPARATE LOVER, ALL ARCR W
HERE UNDER RAP, 51GNA6E, AND LIGHTING
-
OF FOR
INFORMATION SHOWN ON MIS PLAN 15 PROVLED FOR INWRMATIONAL PURP05E5 ONLY
624) NOT USED
FROM A FIELD SURVEY BY PERKING 6 ORR16ON
S, TOPOGRAPHIC I3E-F
ER
PIPE BEDDING SHALL BE PER APPEGtlLE VOLT STANDARDS UNLESS OTHERWISE
AC BE S
LET
NOTE
NOTED.
CURB AND GLITTER
ART) HOPE PIPE SHALL BE CLAWS WALL ME GS WITH SMOOTH INTERIOR AND MEET
MAX
PASHTO REQUIREMENTS M294, HDPE PIPE BEDDING SHALL 8S, PER MANUfi4GNRfR'S
HE PER
- (X6-6)
SPECIFICATION.
DEVELOPMENT:
REVERSE CURB I
FDEIBROOK PARK
OWNER,
GIT UR ECG -BR)
MARCH MOUNTAIN PROPERTIES LLD
ADDRESS P 0 BOX 370
TRMISITIOIN OURS
CROZET VA, 22932 -0370
PARCEL ID 055ED-01- 00 -000A1
253.]68 AC
DB 3012/187
ZONED: NMD
MACHINE
PROFFER5 ZME- 2004 -00024
MANAGER
EXISTING TREES TO 8S,
WENBROOK, DES 6/0 THE HUMANITIES CONVERTING
474 WuJW PARK BLVD. - SUITE ME
P 6
r
BR PLEASANT, 29464
SO
On NOTES:
1. THE PROPERTY SHOWN HEREON IS IDENTIFIED AS A PORTION OF TAX MAP PARCEL
SCE -1 -A1, AND 15 DESIGNATED WE BLOCKS 20 AND 21 IN THE GENERAL MANI
ZONE XMK PE616N GUIDELINE CATEGORY, CONSISTS OF 5.42 ACRES LAND 15 ZONED
AMP - NEIGHBORHOOD MODEL QUADRANT WIN MOTHERS AND CONDITONM.
2. THIS PARCEL 16 PART OF ME 00 TRAIL VILIASSE ZMA -04 -024 REZONING APPLICATION
APPROVED BY TIE INTERFACE BOARD OF SUPERVISORS ON 9/14/2005.
3, THE PROPOSED DEVELOPMENT WILL BE SERVED BY PUBLIC WATER AND SEWER.
4, TOPOGRAPHIC SURVEY SHOWN HEREON 15 ME RESULT OF A FIELD SURVEY PREPARED
BY PEP.KINS 4 ORRIWN 07 05 12 AND 16 CERTIFIED CORRECT. THE CONTOUR
INTERNAL = 2'. VERTICAL DATUM'. BASED UPON NMDBB,
5, BLOCK BOUNDARY AS SHOWN HEREON FROM COLLINS ENGINEERING.
6. ME PROPERTY SHOWN HEREON 15 LOCATED IN ZONE FIX UNSHADED (AREA OUT51X OF
ME 100 YEAR FLOOD HAZARD ZONE) AS DETERMINED BY IDEAL AND SHOWN ON PANEL
ISMO3COMOGIA CATCH FEBRUARY 4, 2005,
7. THIS PUN WE5 NOT MOODY TO ME CARTON OF UNDERGROUND UIILlTES.
CONTRACTOR TO VERIFY AE UNDERGROUND UTNtt LOCATONS WITH CAN TRULY AND
SURNAMES COUNTY PRIOR TO COMMENCING WAD CONSTRUCTION MD OR LAND
PIRELLBANGE
ALBFNARLE COUNIY GENERAL WNWRUCTON WTM
1, PRIOR TO ANY CON67UGVCN WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
OONNECTON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTNNED FROM ME AR6INA
DEPARTMENT OF TRANSPORTATON NWT). NO PLAN A5 DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMEAM OF AE PERMIT WHERE ANY D15CREENVICS OCCUR THE
REQUIREMEM5 OF THE PERMIT SHALL GOVERN,
2 ALL MATERIALS AND CONSTRUCTION MEAOCS MI CONDORS TO CURRENT
SPECIFICATIONS AND 5TMWD OF ROOT UNESCO OTHEM15E NOTED.
3. EROSION AND SILTATAN CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WIN
AE APPROVED EROSION CONTROL PION MID SHALL BE INSTALLED PRIOR TO MY CLEARING,
GRADING OR OFFER CONVISUCTON,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE 15 2:1 MORIZONTAL:VERVAL). WHERE REA90NABLY
OBTAINABLE FUELED DW ER OF 3:1 OR BETTER ARE 10 BE ACHIEVED.
6, PAVED, RIP -RAP OR STABILIZATON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 16 DEEMED NECESSARY IN ORDER TO
LEAST APER TIRES � MI WANT IN III END I SUITABLE
• 5 AN SES FE SON RARE MIT NO OF ANN. MIT AM cru
• WARREN OR ME ME IN
TO CNIQUO
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OR THEREOF THE" MET I FARES MITI EASTMAN CROSAFT
WE AFTEAS ON SEE OR SO DOES' 0 AS TH ED MEE' "REARD ES
OR LESTER? FRONT EFESS SEE LOAN EFITHE FILE RAN, LAW
FIT EMS FISH SAN OF P INTENT NATO FRESH IMF ALL
ARNOMI SHAPE OF A EARTH THAT CAN 0 MOREOVER IN No
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TEST GN
HAT HIM, RAW AT ON Ot XMIT Q.-IVIENCE
ENRON OR 11 111 01� IS ANT AN
1. THE IRA
OF MAN AN I
TIMES I I SEEM IS"
10 RUN FEW MANS WAR TAN 1. FORANCTSM WITH A HOT THE NASA
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TYPE A
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1� ANALOGIES IN
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rvDETECTABLE WARNING TRUNCATED O DOME DETECTp TE WARNING
STAINED ON OOlus
�Om CG -12 DETECTABLE WARNING SURFACEu
(GENERAL NOTES)
IRS
HOT, BE EMS ST. 11. S MARNANNISTERN r7
1 -5
CG -6
8'PARKIN6
ABBREVIATIONS
LEGEND
MEET
ME:ANNIGAL
HPIING
MIT
MANHOLE
WE
EXISTING
DESCRIPTION
NEW
BLENT
-�
BUILDING WELL
f-
BC
AU
LONG. WALKS
_
BM
--
POLYVINYL CHLORIDE
EANOUT
CL
- -1340
CONTOURS
1
CL
- - - -- - --
AD
_
LOT
fasac
SPOT ELEVATION
00
O
GONE
STRUCTURE
CH
CH
SW
DMEWAL
BIOISON
_ _
= STORM SEWER
TANGENT
DI
DIA
TB
CONCRETE THRUST BLOCK
SAINNARY SEWER
--�
-B•�
DIP
D SFLTICN
6 MANHOLES
TO BE REMOVED
GO
TOR+
TO BE REMOVED OR REACTS)
CE OF BUILDING
U OF
EL
TOP
WATER LINE, VALVE
TOW
TOP OF CURB
ELEV
-N
TOP OF WALL
-
TP
TELEPHONE POLE
IRI BEND
E FIRE HIDRAM
TOP OF RIM
ED
V!
TWITTER METER
EH KENNEDY OLYETNYIENE
E%
VERTICAL BEEN
'E
VWT
FE
91 POINT
DUAL. WATER METER
TRANSPORTATION
FE
SAL
WATER LINE
)ERi
FN
- -x
FENQE
ME
GO
PERT OUT
O
uNDER6ROUND
WELDED WIRE MESH
T O
- -VS,-
ELECTRIC LINE
XIMUM
0
WART VALVE
OVERHEAD
HOPE
- -0S,-
ELECTRIC LINE
MY
- -G
GAS TUNE
NOR
EDGE OF
TV
PA \TWMT
IN
-
CURB (06 -2)
10
LET
CURB AND GLITTER
MAX
-
- (X6-6)
REVERSE CURB I
_
GIT UR ECG -BR)
TRMISITIOIN OURS
PROPERLY LINE
^^^^u^^^^^^^
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F^T
EXISTING TREES TO 8S,
Cl
P 6
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OCCURRED)
OREaER V9D
LNr
7771-:77" 'u
TYPE A
PERPE IS TAR
To
AI
T
FRALLEL
I _ I x III OFFER
I- =0; WHETHER
FIRE FRONT
•. VrvT. 6 ar or Ave
PARALLEL 6 PERPErvoVl0.¢
SIT EST LUNG HE NSWIT A REAL OFTEN R
"I SHE Hour AN STREET EARN FEW I C SECTURT
LFS
WASTES ENTEAS SAME HER A REAL RANG AN Or Firm A
I SO )I NEW FIT MR
,,, \F d i.,11
\i J
1� ANALOGIES IN
WHO .. - �-„
AS I
rvDETECTABLE WARNING TRUNCATED O DOME DETECTp TE WARNING
STAINED ON OOlus
�Om CG -12 DETECTABLE WARNING SURFACEu
(GENERAL NOTES)
IRS
HOT, BE EMS ST. 11. S MARNANNISTERN r7
1 -5
CG -6
8'PARKIN6
ABBREVIATIONS
CHOP BLOCK
MEET
ME:ANNIGAL
HPIING
MIT
MANHOLE
ATOM FACE OF CURB
MIN
MINIMUM
NQUARK
MON
MONUMENT
NTERLINE
OW
ON CENTER
AU
PAN
BEGIN VERTICAL CURVE
IRRUG4IED METAL PIPE
FDIC
POLYVINYL CHLORIDE
EANOUT
FAT
WD VERTICAL CURVE
NCREfE
RCP
REINFORCED CONCRETE PIPE
OF I
AD
STORM DRAINAGE
WEER
M
BHT
SHEET
IRON PIPE
STIR
STRUCTURE
CH
CH
SW
DMEWAL
BIOISON
PHOTON CONTROL
ON
TANGENT
TB
CONCRETE THRUST BLOCK
OF OF
GE OF PAVEMENT
TOM
TEMPORARY BENCH MARK
D SFLTICN
TIED
TO BE REMOVED
TOR+
TO BE REMOVED OR REACTS)
CE OF BUILDING
U OF
t0
TOP
llSHED ft00R VERNON
TOW
TOP OF CURB
'E HYORAM
TOW
TOP OF WALL
R VALVE
TP
TELEPHONE POLE
IRI BEND
TR
TOP OF RIM
MY Y LL DUTY
PU
YPICAL
EH KENNEDY OLYETNYIENE
VE
VERTICAL BEEN
'E
VWT
VIRGINIA DEPARTMENT OF
91 POINT
TRANSPORTATION
IRIZONTAL
SAL
WATER LINE
)ERi
AM
WATER METER
)ERi
ME
WELDED WIRE FABRIC
PERT OUT
O
WELDED WIRE MESH
W PAN
WE
WITH
XIMUM
WE
WART VALVE
SHEETINDEX
1, COVER SHEET
2. ROAD PLAN AND PROFILES
3. STORM PROFILES
4. DRAINAGE DIVIDES MAP
I• 10' CLEAR I'
ZONE t -1 r5
WNL
LANE rb'1 WALK
`, `PAVEMENT - SEE DETAIL BELOW
TYPICAL ROAD SECTION
GLEN VALLEY DRIVE - 409 AV -125 MEN DESIGN SPEED
SCALE T-ld
TYPICAL PAVEMENT SECTION
L J5A
5' FLAT GR
3'" PLOT SID W -25.0
SEAL OR TACK COAT AS
REQUIRED AN By VWT OR OWNER
S VWT STD 21 -B
PAVEMENT SEXTON' MR GLEN VALLEY ERNE
NO SCALE
'AE PRELIMINARY PAVEMENT FERRARI 15 SHOWN OCR
ESTIMATING PURPOSES ONLY. FINAL PAVEMEM MORONI
WILL BE DETERMINED BY SMALL CBR TEST RESULTS,
WHICH MUST BE SUBMITTED TO AND APPROVED BY
VIRGINS, DEPARTMENT OF TRANSPORTATION BEFORE
PLACEMENT OF ANY BASE AND SURFACE ALLEGES. THE
CONTRACTOR SHALL COORDINATE CDR TEST(6) WITH AE
OWNER /DEVELOPER ME OWNER /DEVEL(OPER 15
REPON61BLE MR ANY NECESSARY GOROCTION5 DUE TO
PIACEMEM PRIOR TO APPROVAL.
� Z
AT 11 S Ii 4A 1T
WITH BUFFER
; RATE
T ST
AMR AT
I FEEL HURT m
L...p ` „..r
ASEN EARN AS SHELF OF 5 FOR RATE
AS
IF EASE SHE 7 AT 11
-, BUFFER STRIP S_
cm RES,
SECTION A A
�.0 WITHOUT BUFFER STRIP
1.
E_
SEEDBED 5 e
vK F.nw NANyw
.I FOR mc, Uns 0 IF STIFFENERS .. .r T N Y 1.AFAMEN .. ANN
Y _
PEMOErvT
TH AN IRAN 1% MTEA o E.ESTATE. . o. I.
. xiRS
SITE
E B MN
m
ITS
SOOT
CC-12
DETECTABLE WARNING
1
FOR TAT'
A9ALLELI APPLICATION
PLACEMENT
C
NEAR SPREGENT E INAI
MIT INCA
SHARES, SAVE
G` 5
SITE
WE
P
(rf
m�-
N
VICINITY MAP
1" =2000'
8'PARKING
`yPAVEMEM - SEE DETAIL BELOW
TYPICAL ROAD SECTION
UPLAND DRIER - 279 ADD - 25 MEN LEARN SPEED
RAE 1 " =10'
TYPICAL PAVEMENT SECTION
A
2.5" VI 510 SM-XAA
SEAL OR PARK COAT WE
REHIRED BY SPOT OR OWNER
FFH- ON VDOT SID 21 -3
PAVEMENT SEXTON' FOR UPLAND
IJO SALE
COUNTY APPROVAL BLOCK
MBEMARLE COUNTY SERVICE MAORIIY DALE
DEPARTMENT OF ENGINEERING
PUNNING AND COMdUNItt DEVLOPMWT
DEPARTMENT OF ZONING
FlRCRESCUE DNIMICH
P a s
RIS
27 GREEN F'
L DRIVE. FOREST VIRGINIA 24551
PHONE: 434 -525 59M FAX'. 434 52SHERN
EMAIL: yno(rypeMlnconlson.cum
PO BOX 1567 1]W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE D4ac9001 FAX emRCEM °
EMAIL pMRGp6NN6@NpNI
CONSULTANTS
5EFF
♦fir VERI
(�RUSSELU p,LTH 010RIR
'0. 4pHNISON OR a)I V0319 99OFF
�,\��IU AL 4 +'XY'�
Q
JOBI
EDENBROOK PARK
ROAD PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1
1 E. 08/01/13 PER COUNTY 6 SEAT COMMEIJTS
1
DARK DATE DESCRIPTION
- -- 03 -27 -13
-- DE51GNED BY:
DP.AWN BY
CHECKED BY:
DAIS
SHEET TITLE
onTE --
COVER
GROUNDWATER PROGRAM AUTHORITY DATE
COORDINATOR
DATE I -- GRAPHD SCALE
-
0
ASSHOWN
THOMAS JEFFERSON HEALTH DISTRICT DATE
DATE ' 12221 F 4
9 - F 2012V12221AUweVG PP L' OT 1'2'.Nwg FN, 2 Po;G 2013 - 11 40
ITS
SOOT
CC-12
DETECTABLE WARNING
1
FOR TAT'
A9ALLELI APPLICATION
PLACEMENT
C
NEAR SPREGENT E INAI
10,
EARN
VA
11.1 IS SHATE, NI
In cF R
THAN..
MIT INCA
SHARES, SAVE
G` 5
SITE
WE
P
(rf
m�-
N
VICINITY MAP
1" =2000'
8'PARKING
`yPAVEMEM - SEE DETAIL BELOW
TYPICAL ROAD SECTION
UPLAND DRIER - 279 ADD - 25 MEN LEARN SPEED
RAE 1 " =10'
TYPICAL PAVEMENT SECTION
A
2.5" VI 510 SM-XAA
SEAL OR PARK COAT WE
REHIRED BY SPOT OR OWNER
FFH- ON VDOT SID 21 -3
PAVEMENT SEXTON' FOR UPLAND
IJO SALE
COUNTY APPROVAL BLOCK
MBEMARLE COUNTY SERVICE MAORIIY DALE
DEPARTMENT OF ENGINEERING
PUNNING AND COMdUNItt DEVLOPMWT
DEPARTMENT OF ZONING
FlRCRESCUE DNIMICH
P a s
RIS
27 GREEN F'
L DRIVE. FOREST VIRGINIA 24551
PHONE: 434 -525 59M FAX'. 434 52SHERN
EMAIL: yno(rypeMlnconlson.cum
PO BOX 1567 1]W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE D4ac9001 FAX emRCEM °
EMAIL pMRGp6NN6@NpNI
CONSULTANTS
5EFF
♦fir VERI
(�RUSSELU p,LTH 010RIR
'0. 4pHNISON OR a)I V0319 99OFF
�,\��IU AL 4 +'XY'�
Q
JOBI
EDENBROOK PARK
ROAD PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1
1 E. 08/01/13 PER COUNTY 6 SEAT COMMEIJTS
1
DARK DATE DESCRIPTION
- -- 03 -27 -13
-- DE51GNED BY:
DP.AWN BY
CHECKED BY:
DAIS
SHEET TITLE
onTE --
COVER
GROUNDWATER PROGRAM AUTHORITY DATE
COORDINATOR
DATE I -- GRAPHD SCALE
-
0
ASSHOWN
THOMAS JEFFERSON HEALTH DISTRICT DATE
DATE ' 12221 F 4
9 - F 2012V12221AUweVG PP L' OT 1'2'.Nwg FN, 2 Po;G 2013 - 11 40
W
SOOT
CC-12
DETECTABLE WARNING
SURFACE
FOR TAT'
A9ALLELI APPLICATION
'FAR I'll
NEAR SPREGENT E INAI
10,
MIT INCA
SHARES, SAVE
G` 5
SITE
WE
P
(rf
m�-
N
VICINITY MAP
1" =2000'
8'PARKING
`yPAVEMEM - SEE DETAIL BELOW
TYPICAL ROAD SECTION
UPLAND DRIER - 279 ADD - 25 MEN LEARN SPEED
RAE 1 " =10'
TYPICAL PAVEMENT SECTION
A
2.5" VI 510 SM-XAA
SEAL OR PARK COAT WE
REHIRED BY SPOT OR OWNER
FFH- ON VDOT SID 21 -3
PAVEMENT SEXTON' FOR UPLAND
IJO SALE
COUNTY APPROVAL BLOCK
MBEMARLE COUNTY SERVICE MAORIIY DALE
DEPARTMENT OF ENGINEERING
PUNNING AND COMdUNItt DEVLOPMWT
DEPARTMENT OF ZONING
FlRCRESCUE DNIMICH
P a s
RIS
27 GREEN F'
L DRIVE. FOREST VIRGINIA 24551
PHONE: 434 -525 59M FAX'. 434 52SHERN
EMAIL: yno(rypeMlnconlson.cum
PO BOX 1567 1]W. NELSON STREET LEXINGTON, VIRGINIA 24450
PHONE D4ac9001 FAX emRCEM °
EMAIL pMRGp6NN6@NpNI
CONSULTANTS
5EFF
♦fir VERI
(�RUSSELU p,LTH 010RIR
'0. 4pHNISON OR a)I V0319 99OFF
�,\��IU AL 4 +'XY'�
Q
JOBI
EDENBROOK PARK
ROAD PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
1
1 E. 08/01/13 PER COUNTY 6 SEAT COMMEIJTS
1
DARK DATE DESCRIPTION
- -- 03 -27 -13
-- DE51GNED BY:
DP.AWN BY
CHECKED BY:
DAIS
SHEET TITLE
onTE --
COVER
GROUNDWATER PROGRAM AUTHORITY DATE
COORDINATOR
DATE I -- GRAPHD SCALE
-
0
ASSHOWN
THOMAS JEFFERSON HEALTH DISTRICT DATE
DATE ' 12221 F 4
9 - F 2012V12221AUweVG PP L' OT 1'2'.Nwg FN, 2 Po;G 2013 - 11 40
71
701
E9t
sN
67(
DA 11� MEl
ow 00
fi9L
685
610
6m
DENIM ELEV
65000
PVI STA'. 10+15.00
PVI RN 088.66 PN STA'. 12 +92.38
710
700
690
680
670
060
10 +00 10 +50 11+00 11 +50 12 +00 12 +91 13 +00 13 +50 13 +14
UPLAND DRIVE PROFILE
HOR.SCALE: 1 " =50' VERT. SCALE: 1 " =10'
PVI 5TA', 10 +25.00
KEY NOTES RIGHT
LEFT RIGHT LEFT
L1
_DIRECTON
23057 658'2346 W
PN ELEV: 671,99
OUT
TRAFRC INFORMATON: PM -4. -I
PVI HA'. 12 +50.00
3785/
559°2346W
Y' 16,67
°57'00 "W
PVI ELF/'. 66014
2
2700049'14'39W
STD= 246.53
RNLT
K'. 26.67
lit
LAP COW
VOLT STANDARD CG -93.
LVC: 26100
OUT IN IN
RIS
pM
2
3
LOW PT. SOP: 163,91
6 2
I IT ELEV'. 6+53.3
RIGHT
LEFT RIGHT LEFT
�
O
VDOT STANDARD C6 -9B.
OUT
TRAFFIC INFORMATON',PM 4-
oc
o�m
S
GREEN HILL DRIVE FOREST, VIRGINIA ]F551
S
8
PHONE 434 3J -. . S
2
/
i
MN H2O
0
Lien
PVI PTA : 15+15.00
PVI ELEV'. 676,15
K: 4255
%D= 332.82
LVC 10000
fR
690
650
670
660
650
n.o0 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 1ff5QI 169
GLEN VALLEY DRIVE PROFILE
HOR. SCALE: 1" = 50' VERT. SCALE: 1"=10'
LOS=
[04 MILES i0
R0CKFl5N EAP HIGHWAY
HE 250
`V
Y
KEY NOTES RIGHT
LEFT RIGHT LEFT
L1
_DIRECTON
23057 658'2346 W
VDOT STANDARD C6 -95.
OUT
TRAFRC INFORMATON: PM -4. -I
OUT IN IN
2 2 6
3785/
559°2346W
1300.0B
°57'00 "W
'BC3
2
2700049'14'39W
RNLT
LEFT RIGHT LEFT
lit
Z
VOLT STANDARD CG -93.
OUT
MELD INFORIvVELL
OUT IN IN
RIS
pM
2
4
6 2
RIGHT
LEFT RIGHT LEFT
E '
O
VDOT STANDARD C6 -9B.
OUT
TRAFFIC INFORMATON',PM 4-
OUT IN IN
1 2 1 5
GREEN HILL DRIVE FOREST, VIRGINIA ]F551
PHONE 434 3J -. . S
2
/
i
MN H2O
I
'
PO BOX NELSON T L ,VIRGINIA 24460
i
'W0464 540 P4500E
EMNLP"" ®P w " ..m
O'
677
LTAN
GONOU T9
a
2
and
and
L
I
i
n
mm
+
�
m�
mo
-
-1
�m
I
Imp
-.-
"+'
m°
m�
+rw�
n
mE
ry
o
oN
o
+o
o
AV
ro
.`
CR
mm
qc
690
650
670
660
650
n.o0 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 1ff5QI 169
GLEN VALLEY DRIVE PROFILE
HOR. SCALE: 1" = 50' VERT. SCALE: 1"=10'
LOS=
[04 MILES i0
R0CKFl5N EAP HIGHWAY
HE 250
`V
Y
@STIR
5EE On PUN (6PD201300020) FOR DIMEN510ML LAYOUT, GRADING, 5T0RM
SEWER PUN AND PROFILES, STRUCTURE TABLES AND THE WATER PROTECTON
PUN (WP02013- 00023) FOR EF0510N AND SEDIMENT CONTROL AND
STORMWATER MMW£MENT.
ROAD PLAN
SCALE: 1 "= 50'
ALIGNMENT LINE TABLE
KEY NOTES RIGHT
LEFT RIGHT LEFT
L1
_DIRECTON
23057 658'2346 W
VDOT STANDARD C6 -95.
OUT
TRAFRC INFORMATON: PM -4. -I
OUT IN IN
2 2 6
3785/
559°2346W
1300.0B
°57'00 "W
'BC3
2
2700049'14'39W
RNLT
LEFT RIGHT LEFT
lit
Z
VOLT STANDARD CG -93.
OUT
MELD INFORIvVELL
OUT IN IN
RIS
pM
2
4
6 2
RIGHT
LEFT RIGHT LEFT
E '
O
VDOT STANDARD C6 -9B.
OUT
TRAFFIC INFORMATON',PM 4-
OUT IN IN
1 2 1 5
GREEN HILL DRIVE FOREST, VIRGINIA ]F551
PHONE 434 3J -. . S
2
/
i
MN H2O
I
'
PO BOX NELSON T L ,VIRGINIA 24460
i
'W0464 540 P4500E
EMNLP"" ®P w " ..m
O'
677
LTAN
GONOU T9
@STIR
5EE On PUN (6PD201300020) FOR DIMEN510ML LAYOUT, GRADING, 5T0RM
SEWER PUN AND PROFILES, STRUCTURE TABLES AND THE WATER PROTECTON
PUN (WP02013- 00023) FOR EF0510N AND SEDIMENT CONTROL AND
STORMWATER MMW£MENT.
ROAD PLAN
SCALE: 1 "= 50'
ALIGNMENT LINE TABLE
LINE #
LENUTI I
L1
_DIRECTON
23057 658'2346 W
L2
6574 N3V3614W
L3
3785/
559°2346W
AT TABLE
CURVE #
RADIURD
DIRELTON
DELTA
C1 1200.05'1B$5W
"
7036'15'
C2
1300.0B
°57'00 "W
'BC3
2
2700049'14'39W
3]10'5 0'
X^0
7
J03:
EDENBROO,K PARK
ROAD PLAN
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
CLIENT:
EDENBROOK
C/O THE HUMANITIES FOUNDATION
1 05/01/13 PER COUNTY 6 VDOT COMMENTS
MARK DATE_ DEOGRIPTION
155UE 03 -27 -13
CHECKED BY: RHO
SHEET TITLE
ROAD PLAN AND PROFILES
05APPIC SCALE
"
12221
2
4
In - P- (onro(40004L.4.,a.-- oo_oinr_imw
11A
115
23
KEY NOTES
1) 16 -1 INLET SHAPING 16 REAUIRED IN ALL 6TORM INFER AND MSNHOIFS.
2.) SEE WATER FACH 110N PLAN BY PERKIN9 E ORRI60N RIT02013- 00023)
FOR SCOUR PROIECTION (OUTLET PROTECTION) AT ALL STORM SEWER OUTLETS.
eIa s
RIS
L DRIVE. FOREST. VIRCINIA24551
PHONE 434-52�XVS AX 431-525 5886
EMAIE. pno@p,R,sa, miwm
POBOX1567 17W NELSONSTREET LEXINGTON, VIRGIHIA20450
PHONE AD 464 9001 TAX 54
'. 0 464 ATI9
EMAIL prFo@perp naomsonmm
CON5ULTANT5
RD
RHO 79 RAN HE EX MN -2 6]0,95 664.00 _ _ 653.80 1$ IX 0
a
H- 675,33 669,29 664.]0 15' HOPE ' a
DI -38 10' HURT
_ a w
D� 32 10' 692 W - 0 ,61 15 _ HDPE °� ° 0 0 ? , m
it
_ G56.00 N/A - N/A o °o " �"1' m n a
RISER - MAN 51 - 65/,33 13" _ HOPE w � 54 m � � a � � o $ D m +
ffiffi °
o8 2`
- ..642.00 N/ HERE Nyo l3m�z �mrz w� `d
RISER 65142 ` - 643.23 18 N N m y a z
N/A
R16FR 66128 64256 13° NDPE ON ON 670 ° 670 670 ° F 670
EX, TRUNE E AT PIPE
o nN a
EX. GRADE AT PIPE
CENTERLINE
_. CENTERLINE
N NN m -- AT P0EE0 GRADE - - -- T-
Ai PIPE CENTERLINE PROPOSED LiUDE
710 _ 710 AT PIPE CENTERLINE
a I
•W j m 670 670 660 E60 6E0 - - - -- 660
° m I
Zm
;$ ^ o m _ _ PROPOSED GRADE
I
$- g __ -]i a - m - _._ _ -__ ____ _- m -ffi AT PIPE NOTERLINE - -. - - --
h K ° z - 1 s < - -- Ex. GPADE AT PIPE - — SEAL,
° m ` 700 d r - ]00 GEMERUNE Rr6
roeeo SIR ON 6w ew ew .- IT 0� N \gn
o GRAD AT PIP
.-Nr oN °o CENTERLIN ,(Q.
i
- - -- ____ PROP00E 6RAOE -_ _ - -_ 650 O'a EN 640 79 3g - 640 640 2f To'
W �GL LL ��MSON Y JE
XG
�0 690 690 _ 690 _273% ofi6- HOPE
y� PX D� 031649 PIPE 27 2 S
HE E 0 0.99 yd 'SIGNAL \
630 fiB0 6B0 _�R5 LL - - - - ___ AM) "
WTOH MANHOLE TOP
/ /. DATUM ELY DATUM ELEV -1. 6% DATUMF p1 y \�
TO E %1 I woo 63000 630 620 00
EPAVEMENT EI£VA ON - -- _ - -
\ - IiEVAnON JOB:
I I I
670 670 670 - - _ -- j -_ - - - -- 670 ..
E %. GRADE AT PIPE
cENIERUNE 10 +00 10 +49 10+00 10 +50 10 +79 10 +00 NPREW6 EDENBROOK PARK
- - -- PROPOSED GRADE - -- - — -- - STORM SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE ROAD PLAN
At PIPE CENTERLINE III STRUCTURES 25 TO 24 STRUCTURES 27 TO 26 STRUCTURES 29 TO 20
22-21 B° L % -1 g55U ES 24' WING PIPE) WHITE HALL MAGISTERIAL DISTRICT
662 55,]0 66) OFF) - 12% 956 SEE FIT 662 ALBEMARLE COUNTY, VIRGINIA
141 66� of 15
1-20 HDPE•® of PAL HDPE
1.44% NDPE @ „.01%
DA F E
19 +00 10 +50 11 +00 11 +21
10 +00 10 +50 10 +62
10+00 10 +50 11 +00 11 +50 12idt
DATUM ELEV
7
77
77
77
STORM SEWER PROFILE
.c. „E..p
STRUCTURES 3 TO
STRUCTURES 6 TO
DD b
No
PEOGRIPLON
STORM STRUCTURE TABLE
LENGTH ioP IN IN 10
OUTLET -
PIPE FIX
OUTLET FIT
MATERIAL
1
E6 2
-
-
L-. -
611.00
_ -
665.00
N/A
N/A
2 ELM 6 6T 06
-
67090
15"
HOPE
3
DI -3B
10'
0714
I HD
If
67140
15"
HOPE
4
ES -2
-
-
-
665.41
-
-_ _
-
-__..
SEEM
N/A
N/A
5 DI -3B 3 67157
POP 31
15"
HERE
6 B' 87149
665]1
15'
HDPE
i, -7 _ ES 2 - -
OF
' J- ___...
_665.00
_ N/A
N/A
8
-RISER '_
-
663.33
-
-
6%,66
1B"
HE
DP
9
i FE -9
_
-
I -
-
-
R90 TO
- -
N/A
N/A
11A
115
23
KEY NOTES
1) 16 -1 INLET SHAPING 16 REAUIRED IN ALL 6TORM INFER AND MSNHOIFS.
2.) SEE WATER FACH 110N PLAN BY PERKIN9 E ORRI60N RIT02013- 00023)
FOR SCOUR PROIECTION (OUTLET PROTECTION) AT ALL STORM SEWER OUTLETS.
eIa s
RIS
L DRIVE. FOREST. VIRCINIA24551
PHONE 434-52�XVS AX 431-525 5886
EMAIE. pno@p,R,sa, miwm
POBOX1567 17W NELSONSTREET LEXINGTON, VIRGIHIA20450
PHONE AD 464 9001 TAX 54
'. 0 464 ATI9
EMAIL prFo@perp naomsonmm
CON5ULTANT5
RD
RHO 79 RAN HE EX MN -2 6]0,95 664.00 _ _ 653.80 1$ IX 0
a
H- 675,33 669,29 664.]0 15' HOPE ' a
DI -38 10' HURT
_ a w
D� 32 10' 692 W - 0 ,61 15 _ HDPE °� ° 0 0 ? , m
it
_ G56.00 N/A - N/A o °o " �"1' m n a
RISER - MAN 51 - 65/,33 13" _ HOPE w � 54 m � � a � � o $ D m +
ffiffi °
o8 2`
- ..642.00 N/ HERE Nyo l3m�z �mrz w� `d
RISER 65142 ` - 643.23 18 N N m y a z
N/A
R16FR 66128 64256 13° NDPE ON ON 670 ° 670 670 ° F 670
EX, TRUNE E AT PIPE
o nN a
EX. GRADE AT PIPE
CENTERLINE
_. CENTERLINE
N NN m -- AT P0EE0 GRADE - - -- T-
Ai PIPE CENTERLINE PROPOSED LiUDE
710 _ 710 AT PIPE CENTERLINE
a I
•W j m 670 670 660 E60 6E0 - - - -- 660
° m I
Zm
;$ ^ o m _ _ PROPOSED GRADE
I
$- g __ -]i a - m - _._ _ -__ ____ _- m -ffi AT PIPE NOTERLINE - -. - - --
h K ° z - 1 s < - -- Ex. GPADE AT PIPE - — SEAL,
° m ` 700 d r - ]00 GEMERUNE Rr6
roeeo SIR ON 6w ew ew .- IT 0� N \gn
o GRAD AT PIP
.-Nr oN °o CENTERLIN ,(Q.
i
- - -- ____ PROP00E 6RAOE -_ _ - -_ 650 O'a EN 640 79 3g - 640 640 2f To'
W �GL LL ��MSON Y JE
XG
�0 690 690 _ 690 _273% ofi6- HOPE
y� PX D� 031649 PIPE 27 2 S
HE E 0 0.99 yd 'SIGNAL \
630 fiB0 6B0 _�R5 LL - - - - ___ AM) "
WTOH MANHOLE TOP
/ /. DATUM ELY DATUM ELEV -1. 6% DATUMF p1 y \�
TO E %1 I woo 63000 630 620 00
EPAVEMENT EI£VA ON - -- _ - -
\ - IiEVAnON JOB:
I I I
670 670 670 - - _ -- j -_ - - - -- 670 ..
E %. GRADE AT PIPE
cENIERUNE 10 +00 10 +49 10+00 10 +50 10 +79 10 +00 NPREW6 EDENBROOK PARK
- - -- PROPOSED GRADE - -- - — -- - STORM SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE ROAD PLAN
At PIPE CENTERLINE III STRUCTURES 25 TO 24 STRUCTURES 27 TO 26 STRUCTURES 29 TO 20
22-21 B° L % -1 g55U ES 24' WING PIPE) WHITE HALL MAGISTERIAL DISTRICT
662 55,]0 66) OFF) - 12% 956 SEE FIT 662 ALBEMARLE COUNTY, VIRGINIA
141 66� of 15
1-20 HDPE•® of PAL HDPE
1.44% NDPE @ „.01%
DA F E
19 +00 10 +50 11 +00 11 +21
10 +00 10 +50 10 +62
10+00 10 +50 11 +00 11 +50 12idt
DATUM ELEV
7
77
77
77
STORM SEWER PROFILE
.c. „E..p
STRUCTURES 3 TO
STRUCTURES 6 TO
DD b
STRUCTURES 1 TO TO 9
STRUCTURES 19 TO 12
12221 3 4
�—
P
--q) FIT
11
Of
ot
mZ�
AN
°m
m
�
m�`$mR
mm
to
r
I HD
If
.`off
IF
sou
_
_o
6.:0.00
E50,00
�I
0 FTC
i
N
N
4
+-
E%. GRADE AT
PIPE
CENTERLINE
PROPOSED
--
AT PIPE LE
RUNE
/
10 +OD lFNOSCV3
10 +00
10 +50
1IFFN
11 +50
12
+00
12 +50 13 +00 13 +50
14 +00 14+50
15 +00 15 +50
15 +98
STORM SEWER PROFILE
18-
B 90. C0'
- -�
STORM SEWER PROFILE
15 -14 16 15
109)2'
a
STRUCTURES17 -18
i
STRU TURES 23 TO 20
MR)
NDP
® 411%
<
%' MI4Z
��
vi
`-
oF5
�'
0
of
NDPE2
E ®
�s
167%
z
TP
°"S
my
d
mo�`<s
d
N
x;F"',�
�'
o�
°nBD3
e
I
°8m
8
og
8g
'°
ER
e
RD
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m
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m
m
q�
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oa
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ri
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.
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m
°
a
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NG
fi90
690
690
630
fiBD
EBD
AN
BW
670
HE
1
A
- --
__ --
Na
AT
1
E% GRADE AT
THE
XF
5"
P .GRADE
LENtERLINE
IF
I
E% GRADE AT
IPE
CENINRLINE
E% GRADE
OWED
T PIPE
m
_
o
5D
5
69O
- 6D GR
POE
68
650
667
670
670
670
LX
-
��
x
-
C
670
660
T
Ai PIPf GENIE
G
NO
CENTERLINE
36,
qT PIPE CEN
E LINE
PROPOSED
RARE
$ ¢
9
x
PROPOSED
DE
�
AT PIPE �
LINE
Df 1
M
I,
AT PIPE LE
RUNE
HDP
-
y
670
670
Wo
-
670
PRO
600
69J
660
650
2
_
2 1
0
F
42.ib
JR
TV
- -
-
-
1A-11
W
NDPE
11 10
IF
5-4
B]�
z
oz
O.94Y
°
< ~
36.00
0
94
w
66D
of 1
efio
efio
1. BB,49
3J
Eb19
650
e1n
W
AN
AN
_
15,
�,
s5s
s4o
1B
NDPE
15
a w
of
azs
IDPE ®
DPC
574
Iro
GPE ®
/%
HDPE ®
m
z
1
2.66x
R,
202%
of 1
_
_-
F
Nz.
� �
^ m
a
HOPE
0
C
w
ESe
m
R11 1M ELEV
2 "F
MUM ELEV
DATUM FLEA
+
°
DATUM ELEV
C
`✓
��"
NVq M Il
<-
_N
f50
0
ANG
650.00
650.00
FGH 00
640.00
63000
RR
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
fi90
670 _
1 0101113 PER COUNTY 6 VDOT COMMENTS
ROD CONTOUR A INTERVAL: SGRIPT103 -27 -123
DE516NED BY: _ _ RHO
DRAWN BY'. BW
CHECKED BY RHO
650
SHEET TITLE
ON STORM PROFILES
ON
GRAPHIC SCALE
o�
10 +00 10 +50 11 +00 11 +60
19 +00 10 +50 11 +00 11 +21
10 +00 10 +50 10 +62
10+00 10 +50 11 +00 11 +50 12idt
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +005 +16
7
77
77
77
STORM SEWER PROFILE
.c. „E..p
STRUCTURES 3 TO
STRUCTURES 6 TO
DD b
STRUCTURES 1 TO TO 9
STRUCTURES 19 TO 12
12221 3 4
�—
P
--q) FIT
11
Of
ot
mZ�
AN tn
°m
m
�
m�`$mR
mm
to
r
I HD
If
.`off
IF
sou
_
_o
�I
0 FTC
i
N
N
4
+-
E%. GRADE AT
PIPE
CENTERLINE
PROPOSED
--
AT PIPE LE
RUNE
/
18-
B 90. C0'
- -�
15 -14 16 15
109)2'
_ -_ -_ of 15
L-
i
NDP
® 411%
%' MI4Z
��
vi
`-
oF5
�'
0
of
NDPE2
E ®
�s
167%
z
my
d
d
N
I
-
8E�IF
RR
CLIENT:
EDENBROOK L.L.C.
C/O THE HUMANITIES FOUNDATION
fi90
670 _
1 0101113 PER COUNTY 6 VDOT COMMENTS
ROD CONTOUR A INTERVAL: SGRIPT103 -27 -123
DE516NED BY: _ _ RHO
DRAWN BY'. BW
CHECKED BY RHO
650
SHEET TITLE
ON STORM PROFILES
ON
GRAPHIC SCALE
o�
10 +00 10 +50 11 +00 11 +60
19 +00 10 +50 11 +00 11 +21
10 +00 10 +50 10 +62
10+00 10 +50 11 +00 11 +50 12idt
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +005 +16
STORM SEWER PROFILE
STORM SEWER PROFILE
STORM SEWER PROFILE
STORM SEWER PROFILE
STORM SEWER PROFILE
.c. „E..p
STRUCTURES 3 TO
STRUCTURES 6 TO
STRUCTURES 8 TO
STRUCTURES 1 TO TO 9
STRUCTURES 19 TO 12
12221 3 4
D — P'.A 2012 V12221AU' +rgAC— PP— P.DT— '22',JR Fri, 2 AI,a 2C13 "1 46