HomeMy WebLinkAbout03-04 Design PlanSYMBOL
SOIL NAME
SLOPE
I-IYD. GROUP
IB
BERKS CHANNERY SILT LOAM
2 -7%
C
IC
BERKS CHANNERY SILT LOAM
7 -15%
C
35
BLAIRTON SILT LOAM
2 -7%
C
3C
BLAIRTON SILT LOAM
7 -15%
C
qB
CLEARBROOK CHANNERY SILT LOAM
2 -7%
D
9C
CLEARBROOK CHANNERY SILT LOAM
7 -15%
D
41D
WEIKERT -BERKS CHANNERY SILT LOAMS
15 -25%
C/D
No
DESCRIPTION
REVISIONS PER CNTY COMMENTS
DATE
5 -7 -04
TS OF
FLOODPtAU
1
CD
l 11
c)(:
y m N o s v
V �i v
N v
V A
i
v\Y/ v
/v
PROPOSED
LANDSCAPE BUFFER W/
BERM
v
Matt
di in 111111
sr Nu Al
IL THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR CONDITIONS THAT LIMIT
O
MINIMUM 40'
OPEN SPACE
PARCEL AREA
LEGEND
AREA TO BE REZONED
STREAM
10 INTERVAL TOPOGRAPHY
FLOODPLAIN
WETLANDS
OPEN SPACE
NOTES:
L SUBJECT PROPERTIES ARE REFERENCED ON FREDERICK COUNTY TAX MAP 1485 A 140.
2. TOPOGRAPHIC INFORMATION PROVIDED BY MCKENZIE SNYDER, INC. DATED 09/17/03.
THE CONTOUR INTERVAL IS TWO (2) FEET.
3. AREA SUBJECT TO REZONING 105.6 AC.
4. THE RESPONSE LETTER FROM THE HISTORIC RESOURCES ADVISORY BOARD DATED
09/10/03 STATED THAT ACCORDING TO THE RURAL LANDMARKS SURVEY, THERE ARE
NO SIGNIFICANT HISTORIC STRUCTURES ON THE PROPERTY OR ANY POSSIBLE HISTORIC
DISTRICTS IN THE VICINITY, ALSO, THAT THE NATIONAL PARK SERVICE STUDY OF CIVIL
WAR SITES IN THE SHENANDOAH VALLEY DOES NOT IDENTIFY ANY BATTLEFIELDS THAT
THIS REZONING WOULD IMPACT.
5. SOILS INFORMATION BASED ON FREDERICK COUNTY DIGITAL INFORMATION.
6. FLOODPLAIN INFORMATION IS BASED ON FREDERICK COUNTY DIGITAL INFORMATION.
7. WETLANDS INFORMATION IS BASED ON FREDERICK COUNTY DIGITAL INFORMATION.
8. THE PROPERTY CONTAINS NO STEEP SLOPES,
9. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECTS, OR STRUCTURES MARKING
BURIAL F'LACES AS DETERMINED BY VISUAL SURVEY.
10. THE FROPERTY CONTAINS NO KNOWN HAZARDOUS OR TOXIC SUBSTANCES AS SET
FORTH IN TITLE 40, CODE OF FEDERAL REGULATIONS PARTS 116.4, 302.4 AND 355 OR IN
VIRGINIA DEPARTMENT OF WASTE MANAGEMENT REGULATIONS.
DEVELOPMENT ON THE PROPERTY.
12. AGRICULTURAL USES EXIST IN THE PARCELS TO THE SOUTH AND THE EAST OF THE
PARCELS BOUNDARY. WASTEWATER TREATMENT FACILITIES EXIST OR PREVIOUSLY
EXISTED TO THE SOUTHWEST OF THE SITE,
13• WATERLINE AND SANITARY LINE LOCATONS ARE APPROXIMATE, ADJUSTMENTS
SHOULD 113E ANTICIPATED BASED ON FINAL ENGINEERING CONSIDERATIONS.
14. POSSIBLE STORMWATER MANAGEMENT SIZES, SHAPES, AND LOCATONS ARE
APPROXIMATE, ADJUSTMENTS SHOULD BE ANTICIPATED BASED ON FINAL ENGINEERING
CONSIDERATIONS.
15, THE PROPERTY IS CURRENTLY ZONED RA,
16. THE PROPOSED ZONING IS RP.
17, THE PROPOSED DEVELOPMENT WILL HAVE A MAXIMUM OF 228 SINGLE FAMILY
DETACHED UNITS.
18. THE FUTURE 80' RIGHT -OF -WAY IN THE SOUTHERN GREEN SPACE PARCEL WILL BE
DEDICATED TO THE FREDERICK COUNTY BOARD OF SUPERVISORS OR VDOT UPON THEIR
REQUEST FOR SAME AND AT NO COST TO THEM.
19. STREET TREES WILL BE PLACED 40' ON- CENTER IN ACCORDANCE WITH THE CODE OF
FREDERICK COUNTY, VIRGINIA, PART II, CHAPTER 165 ZONING, ARTICLE IV, SECTION
165 -36 LANDSCAPING REQUIREMENTS.
20, AS AGREED WITH FREDERICK COUNTY PARKS AND RECREATION, A SIDEWALK WILL
BE PROV DED FROM THE SUBDIVISION TO THE WESTERN BOUNDARY OF THE PROPERTY,
THE APPLICANT SHALL CONSTRUCT A PEDESTRIAN/ BICYCLE TRAIL 10' IN WIDTH THAT
WILL EXTEND FROM TOWN RUN LANE (RT. 1012) TO THE SUBJECT PROPERTY'S WESTERN
BOUNDARY, THIS TRAIL 15 CONDITIONAL BASED ON THE APPROVAL OF THE TOWN OF
STEPHEN) CITY TO PROVIDE AN EASEMENT !'OR SUCH TRAIL.
�J^
SANITARY LINE
w WATERLINE
SOILS BOUNDARY
13 SOILS TYPE
STORM WATER MANAGEMENT/
RP ZONING:
MIN. TOTAL AREA PER DWELLING UNIT: 10,000 S.F.
MIN. LOT AREA 8,000 5•F.
MIN. YARDS:
SETBACK FROM ROAD R,O.W.; 35'
SIDE YARD; 10'
REAR YARD; 25'
MIN, LOT WIDTH AT SETBACK; 60'
MIN. LOT WIDTH AT R.O.N 30'
MIN. OFF- STREET PARKING; 2 PER UNIT
MAX. BUILDING HEIGHT:
PRINCIPLE BUILDING; 35'
ACCESSORY BUILDING; 20'
BEST MANAGEMENT PRACTICE
PEDESTRIAN/ BICYCLE TRAIL (10' WIDTH 100 0 SCALE 200
TRAFFIC CALMING I 200'
c
CO
-5 co
�/n� co
v J C CV
C C oi
oct
-c-i.
U
L N
N 0
cn
S 0) O
C o
5. 4
5 4
ui .5-(1)
O
0 r.
D
O L 0 1:
‘71-
0 C rn 0
0 o N
LC— 3205
1
w z
O
-4t4 04 0A
E- 1:14 W
-4e4
cOw
=.4?
Z �A
W 2FiE
4.1
PROJECT NO: 01 51 02
SCALE: 1" pd
DATE:
2/06/04
DESIGN LPG
DRAWN:
CHECKED:
SHEET No.
r
Branch Court
1
1 t 1 1
1 f s 1
y f V I
�`i sNt f 1
N
t
1 f f N.
f 1 k
1 1
1 1F 11r
I 1
B arkwood Drive
f 1 1
f it r
.-":4))
L I
`r
N
A f r y o l.,„,
1 r C) l l 1 I
f
f
N 1 1
i I 1
1 f
f
1
r
1
(i'acey Tract)
Pl.'�Lll7 /Ntll'Y PJ'AINAGI
/t,P,?ov cxnirw
r/suK1: 9
t1APOW OGE
J
•`7a
1
XI77NS tWAINAS PLOW
f
I
I I 1
1
1 1 1, V4 i16111
r s f f I\
L
EDECF110FIP /G, ZOO,
NOT TO SGAL -C
i
PLOW ARROW
CQUC77ON POINT
X/flNS P1AIN /NWI
J
11 III
PI?OPOD PAINAS FLOW
christopher consultants
engineering surveying land planning
f/ f f
1 r if 4
l/
1/ w/
WriI,IWDS
(TYPICAL)
KEGKPAWIONA.
AMA
GOI7!IUNITY POOL
B arkwood
J u /.J
L f tf
Branch Court
t•
ohristopher consultants
engineering surveying and planning
JANUARY 2004
VICINITY l"IAP
NOT TO SGAL -E
I"1EADOV /5 EDGE
PL/t1/NAY kOAD
lExtto /T
chri topherconsultants
engineering surveyire and'a ann ng
EXISTING EDGE
OF PAVEMENT
PARKING
LOT
PARKING
LOT
PARKING PAPKINC�
LOT LOT
PROPOSED EDGE
OF PAVEMENT
PARKING
LOT
EXI LANE
PROPO LANE
PARKING
LOT
/AIP7AX PIKE AND STICKLEY Ok'/VI INTER
NOT TO SG�fiL.-
FAIRFAX PIKE
RT. 277
PARKING
LOT
EXITING EDGE
OF PAVEMENT
PARKING
LOT
PARKING
LOT
DOUBLE CHURCH RD.
RT. 641
PROPO EDGE
OF PAVEMENT
EX15TING LANE
PROPO LANE
PARKING
LOT
PARKING
LOT
TAI fAX PIKE AND DOULE CI1UUCt 1 kOAD INTTkSECTION
NOT TO SCALE
DESIGN CLASSIFICATION
GS-7 URBAN COLLECTOR 1 ROLLING
FR: TOWN RUN LANE (0.3 MI SOUTH OF RT 277)
TO: RTE 1085 (0.25 Ml S. OF RTE 277)
MDT 2002
5525
AADT 2005
6215
DHV
684
V (minimum)
25 MPH
:r
GENERAL
CONSTRUCTION NOTES
1. The contractor shall furnish all materials, lobor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed focility, ready for use. Unless otherwise noted specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County. Sanitotion Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage, to any utilities. Any damage shall be that
contnictors responsibility The contractor shall notify all utility companies 72 hours prior to construction. Call Miss
Utility 1- 800 257 777"7.
3. The contractor shall be responsible for all construction stakeout.. All dimensions, devotions and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and /or the Owner.
5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevotion.
FIRE RESCUE
1, Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited,
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and
addressed must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited
within 20 of fire hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Woter and sewer lines ore to be constructed in accordance with these plans. The lines shall
additionally meet all requirements of the Frederick. County Sanitation Authority.
2. The contractor shall coordinate with, and arrange for inspection by the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinoted with the
Authority's inspector.
4. The Sanitation Authority's maintenance department is responsible for the instolla ion of
water meters through 2 in size. Before d: permanent meter is set, they require; 1) the frame and
cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set
to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be
between 18 and 21 inches; and 4) alh erhponents of the meter box assembly to be in proper
working orderlt is developer sfcontractor s responsibility to have the meter box
assembly installed correctly.
5. For water and sewer services that connect to existing lines:
a. The location of the service lateral' is to be coordinated with the Authority's engineering.
assistant. An application for service must ,be mode and Lees paid before work will begin.
b. The Auth ra shag "furnish and install all 5/8 3/4 and 1 water services.
c. For 1 1/2 and 2 water services, the Authority shall make the top and bring the piping to
the property line. The contractor is to furnish and install the meter vault assembly.. The
Authority will install the meter.
d. The Authority will install all sewer Ioterats.
6. When an existing water main is tapped for the installation of a new line;
a. The Authority hall furnish all labor and materials to make the top.
b. The developer contractor must: (1) make application for the top, (2) pay deposit (before
work begins; (3) mark the. location of the top; (4) make final poyment when the work is completed.
7. The contractor shall tie -in a new lie to an existing manhole b core drilling the manhole.
8. Any water service fine must have a double check valve or RPZ backftow prevention
assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013.
A remote readout is. required.
9. At fire lines shall hove a detector double check valve backftow prevention assembly or a
RPZ backftow prevention assembly as required. The assembly shall meet ASSE standard No.
1048 or 1047. A remote readout is required.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. All work on this project shall conform to 'the latest editions of the Virginia Deportment of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction sholl comply with the latest U.S. Department of Labor Occupational Safety Health Administration
and •VOSH Rules Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary shall be in accordance
with the current edition of VDOT 'l work area protection manual. Furthermore, all traffic control flaggers must be
certified in accordance with VDOT s January, 1994 (or latest edition of) Road Bridge Specifications, Section 104.04 -C.
4, The developer shall be responsible for relocatin at his expense, any and all utilities including traffic signal
poles junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of
the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction
activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility.
5.: Design features relating to construction or to regulation, control and safety of traffic may be subtect to changqe
as deemed necessary by VDOT. Any additional expense incurred as a result of onyf re Vision will 13e
responsibility of the developer,
6.' Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for.
any work, on VDOT right -of -way.
7. If required by the Ideal VOOT Residency Office, a, preconstruction conference- must,be,:arrapged ond,beld- byn'the
engineer and /or developer with the attendance of the controctor, various County agencies, utility companies and VDOT
prior to initiation of work.
8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
9. The Contractor will be responsible for maintaining odequote access to the project from the adjacent public rood
woy through construction and maintenance of a construction entrance in accordance with the Virginia Erosion
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction. The Developer shall have, within the limits of the, project, an employee
certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall
inspect erosion and siltation control devices and measures for proper installation and deficiencies immedk'tely
after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs.
10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction.
11.. All 'water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities at conflict points.
12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V,D.O.T.
13. Ali fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement
of fill. Where CBR testing is required, a V.D.O.T representative shalt be present to ensure the sompte obtained
is representative of the location. When soil samples are submitted to private tobratories for testing, the sar'npies
shall be clearly identified and labeled os belonging to a project which will be accepted by V.D.O.T. and that testing
shall be conducted according to applicable V.D.O.T. standards.
14. M roadway fill, base, subsurface material and backfill of utili storm sewer trenches shall be compacted in 6
AA
lifts to 95% of theoretical maximum density os' determined by MSHTO T -99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Rood and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
15. VDOT Standard CO and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
16. The installation of any entrances and mailboxes within any dedicated street right -of -way shall meet VDOT
minimum design standards and is the developers responsibility,
17. Prior to acceptance by VDOT of any streets, any required street signage and /or pavement markings must be instalta
by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches, tall
with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a m;;nimum
of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy, of this
list may be obtained from the District Material Section. Contact' the local V.D.O.T. residency office with any questions regarding
sign material and plocement.
18. The developer must provide to the local V.D.O.T: office a List of all material sources prior to construction. Copies of bII invoices
for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of
the work. Unita and total prices may be obscured.
19. Aggregate bases and sub -bases shall be placed on the sub grade by means of a mechanicol spreader. Density win be determined
using the density control strip as specified in V.D.O,T.'s Road and Bridge Specifications (Section 304) and VTM -10, A certified
compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. in
addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present duriig the
construction and testing of the density control strip.
20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Beet and Bridge Spcxifwations
(Section 315), Density will be determined using density control strip as specified in Section 315 and VTM -76. A certified compaction
technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. in
addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing of the density control strip.
21. Approval of these pions shall expire three (3) years from the date of the approval letter,
22. CG -12 Curb Ramps (Persons with mobility Impajrments) should be constructed at locations as shown on the
plan sheets or as directed by the V.D.O.T. Engineer /inspector.
S ey Drive
Opequon Magisterial District
Frederick County, Virginia
gilbert w. clif f ord
Engineers
150 -C Olde Greenwich Dr.
Fredericksburg, Virginia 22401
PHONE: (540) 898 -2115
FAX (540) 898 -2115
Road Design Plan for
TMP 85 ((A)) 146
Zoned B2
Vicinity Map
Scale 1"= 2000'
April 2002.
Land Planners
EROSION CONTROL
associates, inc,
Water Quality
117 East Piccadilly Street
Winchester, Virginia 22601
PHONE: (540) 667-2139
FAX: (540) 665 -0493
1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre construction: meeting with public
works staff to discuss the approved erosion and sediment control plan. No pre construction nietings will be scheduled prior to
issuance of the land disturbance permit for the subject project.
2. Contractor to contact the public works department to schedule the required erosion and segment• control measures inspections
as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the
approved plan, the Deportment of Public Works will gront approval to initiate land disturbing ac'iiities.
3. Prior to release of building permits, the following items shall be completed:.
a) Subdivision shall be stabilized in accordance with the approved pion (i.e., rood surface, siormwoter conveyance system,
curb and gutter, sidewalks, channel linings, vegetative cower, stc.)
b) Submittal of certified as -built of thr subdivision which contains the following items: story dater conveyance system, curb
and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer-of-cord shall be included with the
as -built which states that the subdivision hos been constructed in accordance with the approved plan..
c) Individual subdivision tot groding plans shall be submittted by the builder at the time of the building permit application for
each lot proposed for construction.
4. Temporary and permanent erosion control structures and methods to be in accordance with 'the Virginia
Erosion .Control Guidelines and local ordinances and to be utiilized during the construction period
5. All erosion control structures shown or as required during construction shall be continuously 'maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible dote after establishing grade. No area is to remain denuded for more roan 7 calendar days
when construction is not in progress.
6. Contractor to clean up and restore disturbed areos immediately upon completion, of pipe- luying in the affected area.
7. All unpaved areas of the site which are disturbed by this construction shall be provided wiiiik topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necesscy to provide a
good lawn quality gross cover. Areas not graded shall be dusted, leveled and seeded to achiev lawn conditions.
�Hrc� N, its
'Tut/ 69,40-
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION 11:
DATE:
THE RESPONSIBLE LAND DISTURBER
iS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PUNS.
SHEET INDEX
Cover Sheet
Key Mop
Stickley Drive Plan Profile
Miscellaneous Details
ALL ROADS PROPOSED OY mIS PLAN ARE TO BE BUILT FOR
ACCEPTANCE INTO V.D.O,T.'S SECONDARY SYSTEM OF HIGHWAYS.
Owner /Developer: Harry F. Stimpson, Ili
304 Nelson Road
Boyce, Virginia 22620
(540) 837 -2077
OWNER'S CERTIFICAT
hereby certify that the property contained in
this Subdivison is with free consent and in accordance
with the desires of the undersigned owners, proprietors
and trustees, if any.
Dote
Date
Date
Approved by Frederick County Subdivision Administrator
Dote
Project Number:,
Shut Number
REV. 10- 1 -02 PER REVIEW AGENCY COMMENTS J.D.S.
STICKLEY
1 o f 4
LINE
CURVE
MO/US
ARC LENGTH
CHORD LENGTH
CHORD BEARING
S 37'59'09" W
C1
685.83'
190.27'
189.66'
C2
959.77'
205.60'
205.21
S 39'47'48" W
N 84'27'23"
C3
250.00'
341.40'
315.49'
C4
300.00'
277.99'
268.15'
Al 82'58'04" W
1.8
S 56'25'19" E
LINE
BEARING
DISTANCE
11
S 30'02'1.6" W
43.22'
12
S 4556'01" W
149.95'
L3
S 33'39'05" W
37.50'
L4
S 78'39'35" W
46.67'
L5
S 33'39'35" W
50.00'
L6
S 07'31'34" E
53.15'
L7
S 56'20'25" E
28.00'
1.8
S 56'25'19" E
338.53'
19
N 56'42'38" W
338.53'
L10
N 56'25'19" E
85.22'
PROPOSED 4,475 S.F.
RIGHT-OF-WAY
DEDICATION
LOT 1
SLOPE DRA /NAGE EASEMENT
10' DRAINAGE £4SEM£NT
EXISTING 50'
RIGHT -Of -WAY
LOT 2
5. 1753 ACRES
ZONED: 82
PROPOSED 2,085 S.F.
RIGHT -OF -WAY
DEDICATION
15'
'r5'
N/F Stimyxon
P/N 85 -4 US
13.4125 ACRES TOTAL AREA
7.5034 ACRES
ZONED. 82
EXISTING 15' SLOPE,
ORA /NAGE UT/L /IY
EASEMENT
ORAPH/CSCALE
100 50 0 100
(IN FEET)
1 inch 100 ft.
7'
4'
(CUT
200
18'
*12'
1/4'•1 FT.
60'
60'
18'
*12'
y4':1 F
1.5" SM -12.5A
2.5" 1M -19.0
2:5" BM -25.0
8" 21 -8
6' 7'
(FILL)
r/ ��w�ww w w ww�www wwwwww wwwwwwwv
STICKLEY DRIVE SECTION 25 MPH 5,525 TPD
STICKLEY DRIVE STA 4 +13 STA 9+05
'TOWN RUN LANE STA. 0 +95 -1 +91
iitiOMEM
'Wiai w.ww...
7' _I 4' 12' 12'
&V
1' :1 Ft
MS -1A
12' 6' 7'
(FILL)
7: t t. 1.42)1
FT.
1.5' SM -12.5A
2.5' 1M -19.0
2.5" BM -25.0
8' 21 -8
STICKLEY DRIVE SECTION
STA 2 +24 STA 4 +13
15'
AGGREGATE: TO EXTEND
1' BEYOND PAVEMENT
15'
AGGREGATE TO EXTEND
1'. BEYOND :PAVEMENT
7'
AGGREGATE TO EXTEND
1' BEYOND PAVEMENT
DOUBLE YELLOW
4 STRIPING
SINGLE YELLOW
4" STRIPING AROUND
MEDIAN.
STRIPING PLAN
SCALE :1' =60'
4 CROSS HATCH
STRIPING 12" 0.C.
DOUBLE YELLOW
4' STRIPING
1ARIE, EXIST. PAVEMENT V IE_S� 6'
VARIES (FILL
EXIST.
PAVEMENT
1.5' S1-12.5A
25
2.5' BSI -25.0
8'21 -8
DOUBLE YELLOW 1 1 0,
4 STRIPING f y�
PAVEMENT WIDENING SECTION
STA 0 +00 STA 2 +24 STICKLEY DRIVE
0+00 0 +95 TOWN RUN LANE
STA 10 +45 STA 11 +22 3TICKLEY DRIVE
EXIST. F4VEMENT VARIES
tAR1ES
EX ST.
PAVEMENT
L' :f Fr
(FIL
EX. 30'
CMP
DRAINAGE_ CALCULATIONS,
FLOW TO C2
A =6.51
c =.45
T(c)=8 MIN
1(10) =6.O IN /HR.
Q10=17.6 cfs
DESIGN MULTIPLE CULVERTS
USE 1 -24" RCP 1.789
QfuIl =30 cfs
Hw /d =1.19
Hw Elev =716.38 (O.K
1
\ti`
4\
�0` `mo w
‘`o- ;_x,11\ r
I.1k v i/
FLOW TO C1
A =1.75 AC.
c =.65
T (c) =5 MW
1(10) =6.8 IN /HR
Q10 =7.70 cfs
DESIGN 18" CULVERT 1.07X
QfuIl =10.5 cfs
Hw /d =1.08
Hw Elev =712.22 (O.K.)
FLOW TO EX. 30" CMP
A =8.41 AC.
c =.45
T (c) =10 MIN.
1(10) =5.5 IN/HR.
Q10 =20.81 cfs
CHECK 30" CMP
QfuIl =23 cfs 1.00% (0.K.)
Hw /d =1.1
Hw Elev 710.75 (O.K.)
D rain age Map
G'RA'PH /CSCALE
200 100 0 200. 400
IN FEET
1 inch 200 ft.
1'r
1
1.5' SM -12.
2.5
2.5' 6M -25
8' 21-
PAVEMENT WIDENING SECTION
STICKLEY DR. STA 11 +22 STA 1I2 +45
AGGREGATE TO EXTEND
1' (BEYOND PAVEMENT
AGGREGATE TO EXTEND
1' ErYOND PAVEMENT
T
\wwM:V\\. \wwww \\wwwwww \%\wW
1.5" SM- 12.5A
2.5" 1M -19.0. AGGREGATE TO EXTEND
2.5" BM -25.0
8" 21 -8
STICKLEY DRIVE SECTION AT PROPOSED WIDENING
STA 9 +05 STA 9 +95
AGGREGATE TO. EXTEND
1' BEYOND PAVEMENT
4'
(CUT
18'
EXIST.
114~1 fi..
0
AVEMENT
ES
EXIST.
PAVEMENT
1.5' 91-12.5A
2.5'1M-19.0
2.5" 6M -25.0
8 -9
PAVEMENT WIDENING SECTION
STICKLEY DR. STA 9+95 STA 10 +45
18'
i /4':f FL
12'•
Z•
1' BEYOND BACK OF CURB
Ci
cri
q
0
U
Liu
ac
1
CZ
LLJ
a
a
y
W
0
0
N
0
CO
!pt
t 61
i
tft L1)
SCALE: AS SHOWN
DRAWN BY' CJLC
PROJECT too. stickely
DAIS 04/05/E22
1 SHEET 2 4
STA 0+00
INVERT IN
n
1-S3 3(11A0dd
STA 0 +84.05
INVERT OUT 712.5
.I
IZ'S1L 7
-0.74
57.42
4
CO 00
3d/d J(
f
rum .tom- -x�
£0 00"9
.1
1
3dId .0' a3 611
I i
DRIVE
Rf
1
r
1.389,'
P D
as imil
--rte
m.
P"
PATER
PVC
MAIN
12
w
-2.
SDR21
'APAT!ON
O
DRY
1��0�
2
an
PM 0143 001
9117d .9 -1
L_
N38 .Z /1 zz ,8-1
0+94.91 =PC Sl
11 22 1/7 BEN
t
G
��1..
I1
1
1
WATE?? Ifs
1f
11
t.e1 1
1
®i
i
i
1
E1
ST
i
PROV/DE
1 mr f1riT
SLOPE 1,78pr
1
6 IL
�K,
0
Z9"tiL
13.1L
On IL.
D
ocurt
EC -2 REQUIRED
DPI 30 4 0'� I
M CP
U.T.S. 12 MIN.
SEPARATION
REQUIRED
b
EX.
30" PIPE
M tn- w
1E�
42'
...._1-
1.462
EXTEN.ION
SLOPS
DIA
Xin.CMP
PRO DE 8 n: CULVERT
EXIEN;ION
MATT H EX. PPE SLOPE
0"LLL
N
e
Q
9 "1 tL
Z9'969 =AN1
ca
n13$13S 7V1VS .8
5 "0LL
L IUL
/A I 1- TAPPING S
1-22 1/7 EL
1- 2211/7 BEN& TAP BY FC.SA.1
Sl +1
.I
IZ'S1L 7
-0.74
57.42
4
1
I
NW )(3
1
1
1 36"
1
I
MIN COVER
Q
Rf
1
r
1.389,'
P D
as imil
--rte
m.
P"
PATER
PVC
MAIN
12
w
-2.
SDR21
'APAT!ON
O
DRY
1��0�
2
an
PM 0143 001
9117d .9 -1
L_
N38 .Z /1 zz ,8-1
0+94.91 =PC Sl
11 22 1/7 BEN
t
/i
t1
i i
;1
d r I
I
�1 1
1
1f
11
t.e1 1
1
®i
C1 18
1 710.35
i i
11
F W CONTIN
CIVIL
n•oii
1
6 IL
OWL
C931L
0
Z9"tiL
13.1L
On IL.
/A I 1- TAPPING S
1-22 1/7 EL
1- 2211/7 BEN& TAP BY FC.SA.1
1 I1' /I .111 .tf 1
E I 331 .9 -1
a 1 1
I
1
EX. GAS LINE
.•im""'
1 L
3 JOINTS S PVC
WATER MAIN
1-8 P+
O
L'9£L