HomeMy WebLinkAboutSUB201600008 Plan - As-built Road Plan and Comps. 2017-05-11GENERAL NOTES
OWNER:
WOODBRIAR ASSOCIATES
PO BOX 5548
_
CHARLOTTESVILLE, VA 22905
ENGINEER:
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293,3719
SURVEYOR:
LINCOLN SURVEYING
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VA 22901
434.974.1417
SURVEYOR:
BOUNDARY OF THE SITE WAS PROVIDED BY LINCOLN SURVEYING IN FEBRUARY, 2013.
�
TOPOGRAPHY PROVIDED BY THE ENGINEERING GROUPS FROM AERIAL FLOWN TOPO IN
JANUARY, 2007. TOPOGRAPHY SURVEY UPDATED IN APRIL 2017, AND FIELD VERIFIED
IN APRIL, 2017.
TAX MAP PARCEL:
T.M.P. 32G-1 (D.B. 1556/PG. 97)
TOTAL ACREAGE:
25.18 ACRES -
ZONING:
PRD (ZMA 1991-00013, ZMA 1995-00005, ZMA 2004-00014, AND ZMA 2005-00009)
USE:
60 SINGLE FAMILY DETACHED UNITS
DENSITY:
2.38 UNITS PER ACRE
OPEN SPACE:
15.39 ACRES OF OPEN SPACE PROVIDED
SETBACKS:
FRONT 20 FEET MINIMUM
/.
SIDE 6 FEET MINIMUM
-
REAR 5 FEET MINIMUM
BUILDING HEIGHT:
:35 FEET MAXIMUM
STREETS:
CURB AND GUTTER, PUBLIC STREETS
EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH THE ROADS CURRENTLY UNDER CONSTRUCTION.
UTILITIES:
SITE WILL BE SERVED BY PUBLIC WATER AND SEWER
PHASING:
PHASE 4 - LOTS 1-56 & PORTION OF PHASE 6 - LOTS 56-60
FLOODPLAIN:
100 -YEAR FLOODPLAIN EXISTS WITHIN THE LIMITS OF THE SUBDIVISION PLAT, PER
R, r ,:...
FEMA MAP #510006 PANEL 145 OF 575 (DATED FEBRUARY 4, 2005)
STREAM BUFFERS:
STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE SUBDIVISION PLAT. SEE
EXISTING CONDITIONS SHEET FOR LOCATION.
DATUM:
NAD83
OPEN SPACE:
15.39 ACRES (61.1% OF TOTAL AREA)
LOTS:
7.95 ACRES (31.6% OF TOTAL AREA)
CRITICAL SLOPES:
EXISTING PRESERVED LOTS AND MANAGED SLOPES ARE SHOWN AND LABELED ON
THE PLAN SHEET.
PARKING:
EACH SINGLE FAMILY LOT WILL HAVE TWO OFF-STREET PARKING SPACES. PARKING
WILL ALSO BE PROVIDED ON ONE SIDE OF THE PUBLIC ROADS, WHICH WILL BE:
MARKED WITH SIGNS IN THE DEVELOPMENT. SIGN SPACING SHALL BE 150'
MAXIMUM.
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY WITH
SECTION 32.7.9 OF THE ZONING ORDINANCE, WHICH WILL INCLUDE STREET TREES
ALONG THE ROADWAYS.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED.
SIGNAGE:
NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED WITH THE
FINAL SITE PLAN OR UNDER SEPARATE APPLICATION.
WATERSHED:
NORTH FORK RIVANNA (ABOVE WATER INTAKE)
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE'.
WITH COUNTY REQUIREMENTS.
TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT.
BUILDING SITES:
EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
IMPERVIOUS AREAS: ROADS 1.13 AC.
SIDEWALKS 0.40AC.
LOTS 2.93 AC.
TOTAL 4.46 AC.
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ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
AUSTIN
DRIVE
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VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet NJumber Sheet Title
2 COVER
2 AS -BUILT ROAD PLAN
33 AS -BUILT ROAD PROFILES
4 NOTES, DETAILS, & CROSS-SECTIONS
4
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CUL VERT
0 DROP INLET & STRUCTURE NO.
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C" DEPTH OF EC -2 DITCH
TOTAL SHEETS
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DRI VEWA Y CUL VER T
BENCH MARK
_ _ _ , _ CLEARING LIMITS
as VDOT STANDARD STOP SIGN
200 EXISTING CONTOUR
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240.55 PROPOSED SPOT ELEVATION
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ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
AUSTIN
DRIVE
DRIVE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet NJumber Sheet Title
2 COVER
2 AS -BUILT ROAD PLAN
33 AS -BUILT ROAD PROFILES
4 NOTES, DETAILS, & CROSS-SECTIONS
4
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CUL VERT
0 DROP INLET & STRUCTURE NO.
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C" DEPTH OF EC -2 DITCH
TOTAL SHEETS
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BENCH MARK
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as VDOT STANDARD STOP SIGN
200 EXISTING CONTOUR
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240.55 PROPOSED SPOT ELEVATION
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ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
AUSTIN
DRIVE
DRIVE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet NJumber Sheet Title
2 COVER
2 AS -BUILT ROAD PLAN
33 AS -BUILT ROAD PROFILES
4 NOTES, DETAILS, & CROSS-SECTIONS
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200 EXISTING CONTOUR
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240.55 PROPOSED SPOT ELEVATION
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HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
IN FEET
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H IA: G I -I p T S-I'i� :13+74.79;
HIGH PT ELEV: 5oS,i-j- I r�W P7 C -T , A
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FIVI STA:ILD-1-41.28
LOW PT STA: io+q LOW F-11 ELEV: _;8,f_jz,
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HIGH PT ST& 2-+62.21
SEWER CROSSING
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-,T ELEV: 476.12 . .....
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HIGH PT ELEV: 499.50
JERSEY PINE RIDGE
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485
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485
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SHEET NO.
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SUNSET DRIVE 3 0 Cn
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NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE
REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE
ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE
RIGHT-OF-WAY BEFORE BEING COVERED.
O
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS,
BEFORE PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND
CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT
STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH
THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE
OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE
O
PLACEMENT F A PAVING COURSE AS SOON AS POSSIBLE.
C
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION.
CONTACTING THE ENGINEER AND
FOR CO
vii. THE CONTRACTOR ISRESPONSIBLE
ALBEMARLE COUNTY A MINIMUM OF4 8 HOURS PRIOR TO EACH OF THE ABOVE
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL
REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR
MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
General Construction Notes
i. Prior to any construction within any existing public right-of-way, including connection
to any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
of the permit. Where any discrepancies occur the requirements of the permit shall
govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the
approved erosion control plan and shall be installed prior to any clearing, grading or
other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably
obtainable, lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards
for the Construction Industry (29 CFR Part 1926).
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUI TABLE MA TERIAL IS ENCOUNTERED IN THE ROAD WA Y, 1 T SHALL BE
REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE
NECESSARYWITH SUITABLE MATERIAL AL TO THE SATISFACTION TION OF THE
W l C ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT D SIGHT STANCES
!
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRI VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP
WITH A MINIMUM COVER OF ONE 1 FOOT.
2. STANDARD UNDERDRAINSD-1 O D-2 OR UD -4'S TO BE PROVIDED AS
C R C
INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN
LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE
PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF
THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS
NA TURAL WA TERCOURSE.
PA YEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. IF THE SSV VALUES ALUS RE ESS E A L THAN 10 THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE OS
Q A H PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION
BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS
REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASF
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE
INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE THE PUGMILL REQUIREMENT SHALL APPLY IF MORE THAN 60 DAYS ELAPSE
PRIOR TO APPLICATION OF INTERMEDIATE ASPHALT, OR SURFACE COURSE, IF DESIGN DOES NOT
INCLUDE AN INTERMEDIATE ASPHALT LAYER.
5. THE USE OF AN AGGREGATE TE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
G Q
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE
SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 ® O.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT
ENHANCE A ROAD WA Y'S CAPACI TY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED WI THIN THE
RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF
WA Y.
;:,�_,,
GENERAL. NOTES;
-, r -I.' 60YES. -
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a�;.:rv. 4't''TiEn F T�3 51 q.�T A Id,T Cis PI °aA.cS G'iAALS GE ETTb'u= =I' : ...
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7. Y1� 8 ,?A -r; ARE TO r I ;A,:MTEG t-I<)W 1,aa T;AE PLANS «R AS V/,REC 1`ED PARALLEL
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tis, VaWN ><I IR, RAlfiP$ AiRE li-Fr N QNJUI,-ION W17H 4, �,H i U`) 1 PATH.
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TRUNCATED DOME 1�ETE T+ LT_ �I�R'ri�IN
DETAIL DMAL
SFDr'"" !2 1a"M.� WARNING
!+
Tom+SURFACE :£TF€r+ r.
f?11Cf
10*
02
_-Cs
.smo_ VfjC,'�mA CEP44b ENI =:_
(5' MIN.)
4" CONC.
i // // / /
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
..`.
' V
.r
«« .,,
p
o21 u.
� T
TRUNCATED DOMES
A SEE %EET I .: 4 FOR DETAILS
SHAPE,TO MATCH
OF v 1 CUREI
KACK O,
CaN55BLE
XXN LlkT40k
SECTION B-8
NOTE, FOR
SGENEM kB C� THE HE OM TABLE WAR SURFACE,
SEE
NOTE=
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NOTE: FINAL T PC VE ENT N E INSTALLED N SUN ET DRIVE. - ;
O OAT OF PA M NOT YET S O S
'f.
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Table 4: Pavement Design (VDOT Pavement Design Guide)
-
�� .,
ei!
f
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Pavement Design (Based on VDOT Requirements & Standards
RF= 1.0
Location
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
DP
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SUNSET DRIVE
469
7.9
7.9
11.12
SM -9.5
2 1/2
2.25
BM -25
3
2.15
21B
4
0.6
14.48
-_ r
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se
w
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r
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}
H
,;
I
JERSEY PINE RIDGE
239
13.7
13.7
7.95
SM -9.5
21/2
2.25
BM -25
3
2.15
21B
4
0.6
14.48
TRIP GENERATION
CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
56 SINGLE FAMILY DETACHED
UNIT (CODE 210)
ADT: 536 VPD
(268 ENTER/ 268 EXIT)
AM PEAK: 42 VPH
(so ENTER/ 32 EXIT)
PM PEAK: 57 VPH
(36 ENTER/21 EXIT)
3}.t' S . DETECTABLE
RNING SURFACE
i TYPE B (PARALLEL) O.
A
VIRGINIA11' .t « TRANSPORTATION
R I CONCRETE
IW SIDEWALK
I7/4U' I' \
PLAN77NG
S7R1P
5' 2'-17'-
CG-7
CURB & GUTTER
1/4": 1'
12
rPOINT OF
FINISHED GRADE
7/4"• i'
12'
I CG -7
THIS AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
y,t 9146
F2 -o1.041
CG -7
CURB & GUTTER
F(TRAVEL LANE) I (TRAVEL LANE) I
51' PUBLIC ROAD R/W
TYPICI4L STRL'L'T ,S"�'CTION - 511' PUBLIC X01410
SUNSET jORIVE
25 ffPLI DE'SIG'N SPE'E'D
NOT TO SCALE
PLAN77NG
S7R1P
-2'-11
2"
R
.-T' R
TRIP GENERATION
1°=1501
NOTESA
1. THe ITEM WAY 13E PRECAST ,. CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE.
40OU PSI IF PRECAST '
COWMTION CUF43 it GUTTER HAVING A RAMA
OF 300 FEET OR LESS CALONG FACE OF CURB) SHALL
SE k FOR AS RAO"!
CUTTEPL
,. USE , •. ,. ,,1
DRAINAGE LAYER THE BOTTOM OF THE
CURB 1 Wnbi SK41t 1
' t �
E OF 784q
- «FALL DEPTH
PAYEMENT
5, ALLOWABLE CRITERIA «. BASED
ON ROADWAY #, t YI. T• C SPEED
AS SMOWN IN •91
-11 A OF •t •M;..:a CE"
& WHEN THIS STAWMM IS TO BE TIED INTO tXMTING
BARRIER CtM, THE TRN4SUCN 15 70 BE NAM WITHN
WOR THE CHANGE IN STANDARDS MADE AT REGULAR
••
7, WHEN COMMATION MOUNTA&E C(ft ANO GUTTER t$
w« 1 •.r • - 1
} I y I
VT �� -
s
7
w Vie. _--
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#. � 111 t
ITa A ' ' ' " 7A°
• ,N , , A , •,A , ^ A , , A .
s. t. • r • a
P 11 A, • A �- _ _ THE BOTTOM OF THE CURB AND
- "" t« MEN MAY BE CONSTRUCTED
P To THE 5letiFE OP
SU6E COURSES A
_ 7N - 2.-0p, DEPTH 11F" 7" LS MAINTAINED
- . iriiip, IL�. •
CONCRETE
ICONCRETE
RIW
SIDEWALK
,/4":1.
-
J
I
SIDEWALK
,/4N i'
PLAN71NG
S77P1P
L
5' 3' 3 5' 2'-1I`
Mk
CG- 7
t & GUTTER
e�N_, �
��
O �
SCOTT R. COLLINS'Z�
:U Lic. No. 035791,E
1�0�_�IISI,SIIOXAL E� G'
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General Construction Notes for Streets
(This list is in addition to the General Construction Notes)
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor
must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests
performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil
CBR of 10 or greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
3. :Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to
acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural
watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the
time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County
Engineer, or designee, it is deemed
nelcessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of
gwardrail, and roadway shoulder widths shall be increased to seven {7} feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9A.
6.Where rural cross sections are installed,
all residential driveway entrances shall conform to VDOT standard PE -
1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement
section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project
expire prior to signing and recordation, then approval of these plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and
the Albemarle County Road Naming and Property Numbering Ordinance and Manual.
1o,. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the
County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access.
11.. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for
pulblic roads.
12.. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill
transitions and grade sag points as shown on the road profiles.
13.. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or
Colunty inspections, The video inspection shall be conducted in accordance with VDOT's video camera inspection
procedure and with a VDOT or County inspector present.
"SM -9.5A ___�l
SURFACE .
SE
111111111 f 111111111
• • #21B DEPENDING i ��
• i i .i..ULTIMATE TRAFFIC LIMITS � 11
INS n
COMPACTED
•i
ASPHALT PAVING • •
NO SCALE
CL POINT OF CG -7
FINISHED GRADE CURB & GUTTER
\
7/4": I, j/4", I,
16'
16
(TFRAVEL LANE) I (TRAVEL LANE)
-A 36' FIC -FIC [-2,-
59' PUBLIC ROAD R/W
TYPICs4TL iS►'T.RZ,FT S'E'CTION - 5'19 ' PUBLIC ,8014,0
JZR:SE_r PINL' RIDOE
25 .r pff DESI01V SPEED
NOT TO SCALE
CONCRETE
R I W
SIDEWALK
1/4"• 1,
PLAN77NG
S7R1P
-2'-11 " 5' 3'
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