HomeMy WebLinkAboutSUB201400066 Plan - As-built Road Plan and Comps. 2015-06-05URI
0 $is 9[f MLI
RN R1 CIL
OWNER:
032Go-oo-oo-000Ao & 032Go-00-00-000BO & 032GO-08-00-000Ao
Sheet Title
WOODBRIAR ASSOCIATES
COVER
PO BOX 5548
AS -BUILT PLAN
CHARLOTTESVILLE, VA 22905
APPLICANT:
WOODBRIAR ASSOCIATES
TYPICAL NOTES, DETAILS & CROSS-SECTIONS
PO BOX 5,48
CHARLOTTESVILLE, VA 22905
ENGINEER:
COLLINS ENGINEERING
Zoo GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE: (434)293-3719
FAX: (434)293-2813
CONTACT: MR. SCOTT COLLINS, P.E.
EMAIL: scott@collins-engineering.com
TAX MAP NO.:
032Go-oo-oo-000Ao (D.B. 3833/ PG. 247)
032Go-oo-oo-000Bo (D.B. 3833/ PG. 247)
032Go-o8-o0-000Ao (D.B. 4111/ PG. 477)
AREA:
32G, PARCEL A -13.11 AC.
32G, PARCEL B - 9.48 AC.
32G, PARCEL 8A - 2.32 AC.
ZONING:
C1 COMMERCIAL & ENTRANCE CORRIDOR OVERLAY (PARCELS A & B)
NMD (PARCEL 8A)
PROPOSED USE:
SUBDIVISION OF COMMERCIAL LAND INTO INDIVIDUAL LOTS FOR PROPOSED AND FUTURE DEVELOPMENT.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET, PROVIDED ANY STRUCTURE EXCEEDING 35
FEET SHALL BE SET BACK FROM THE RIGHT OF WAY A MINIMUM OF 2 FEET FOR EACH 1 FOOT OF
HEIGHT IN EXCESS OF 35 FEET.
SETBACKS:
ADJACENT TO PUBLIC STREETS: 30' (PARKING 10')
ADJACENT TO RESIDENTIAL/RURAL DISTRICT: 50' (PARKING 20')
NOTE: THIS PLAN INCLUDES A WAIVER REQUEST FOR THE DISTURBANCE WITHIN THE BUFFER
ZONE ADJACENT TO RESIDENTIAL AND RURAL AREAS DISTRICT. NO
CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION IS ALLOWED
CLOSER THAN 2o' TO ANY RESIDENTIAL OR RURAL AREA DISTRICT WITHOUT APPROVAL
OF A WAIVER. ALL SCREENING AND BUFFER REPAIR/RE-ESTABLISHMENT IN THIS AREA
SHALL BE PROVIDED AS REQUIRED IN SECTION 32.7.9.
EXISTING/PROPOSED USE:
EXISTING VACANT, PROPOSED COMMERCIAL LOTS FOR DEVELOPMENT..
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
NORTH FORK RIVANNA (BELOW WATER INTAKE) WATERSHED
TOPO & SURVEY:
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR THE ENGINEERING GROUPS IN 2012. NAD 83
EXISTING VEGETATION:
EXISTING TREES, SHRUBS, AND UNDERBRUSH. SOME AREAS HAVE BEEN CLEARED AND GRADED. THERE IS ALSO A
SEDIMENT BASIN LOCATED ON THE PARCELS AS WELL THAT WILL BE REMOVED.
FLOODPLAIN: FEMA MAP NO: 51003Co145D, PANEL NO: o145D, DATE: 2/4/05
NOTE:THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. THERE ARE NO FLOODPLAIN
LIMITIS OR WPO LIMITS ON THE PROPERTY.
ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2
TOTAL NUMBER OF LOTS: 5
AREA OF PROPOSED OPEN SPACE: 0.57 AC.
AREA WITHIN LOTS: 22.34 AC.
AREA WITHIN PROPOSED/FUTURE RIGHT OF WAY: 4..38 AC.
NOTES:
1. PARCELS 1-5 AND THE RESIDUE OF TMP 32G, PARCEL A & B, EACH CONTAIN A BUILDING SITE THAN COMPLIES
WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
2. THERE ARE NO KNOWN LOCATIONS OF ANY GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF
BURIAL ON THE SITE.
ROAD AS�BUILT PLAN
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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CURRENT OWNER DEVELOPER
WOODBR,IAR ASSOCIATES
P 0 BOX 5548
CHARLO ESVILLE, VA 22905
COLLINS' ENGINEERING
200 GARRETT STREET, SUITE K.
CHARLOTTESVILLE, VIRGINIA, 22902
PHONE: (434) 293-3719
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Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
AS -BUILT PLAN
3
AS -BUILT ROAD PROFILES
4
TYPICAL NOTES, DETAILS & CROSS-SECTIONS
e ■
I
EXISTING CULVERT
yy\ DROP INLET& STRUCTURE NO.
CURB & GUTTER
VDOT STANDARD STOP SIGN
_�--- EXISTING CONTOUR
200 PROPOSED CONTOUR
421'3 THE TOP ELEVATION DENOTES THE PROPOSED
40$'� ELEVATION OF THE RETAINING WALL & THE
BOTTOM ELEVATION DENOTES THE LOWER
EXPOSED PROPOSED ELEVATION OF THE
RETAINING WALL.
411-3 PROPOSED SPOT ELEVATION
R27' 27' RADIUS ON F/C
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BENCH MARK
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_�--- EXISTING CONTOUR
200 PROPOSED CONTOUR
421'3 THE TOP ELEVATION DENOTES THE PROPOSED
40$'� ELEVATION OF THE RETAINING WALL & THE
BOTTOM ELEVATION DENOTES THE LOWER
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LOW PT STA: 10+17.00
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NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS
BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
SPECIFICATION 303.04
0 4
Hlt" H PT STA: 12+51
7-00
HIGH PT ELEV: 4.46.79
PVI bA:12+25,5p
PVI ELEV:44.6.1$
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LOW PT STA: 10+17.00
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LOW PT ELEV:437.26
PVI STA.11+l21.00
Hlt" H PT STA: 12+51
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HIGH PT ELEV: 4.46.79
PVI bA:12+25,5p
PVI ELEV:44.6.1$
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VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4
LOW PT ST : 18+ 6 HIGH PTS I A: 20-1•S4.87
4S S ! HIGH PT ELI V: 446.47
LOW PT ELEV: 442.78
PVI S"tA:8+,0.00 PVITA:1+00.czQ_
PVI ELEV.-441.7SE-E`06I:4.47.96-
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LOW P STS: z3� X5,00 ,
LOW PT EL V: 425.53
0 Q0 LOW PT ELEA�: 2g, x Fr
a 4 7- ! ;' PVI STA:24 59.00
' i Q0 u0 PVI STA:22+So,00 r PVI ELEV:4 5.48
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4
LOW PT ST : 18+ 6 HIGH PTS I A: 20-1•S4.87
4S S ! HIGH PT ELI V: 446.47
LOW PT ELEV: 442.78
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PVI ELEV.-441.7SE-E`06I:4.47.96-
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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.
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 PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE
FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A
MINIMUM OF 48 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
1. 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 Ill.
g. 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 UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM
THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE
MATERIAL TO THE SATISFACTION OF THE ENGINEER,
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE
EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO
THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A
MINIMUM COVER OF ONE (1) FOOT.
2" STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE
PLANS, OR WHERE FIELD CONDITIONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (2o) FEET IN LENGTH AND
HAVE A MINIMUM DIAMETER OF FIFTEEN (1S) INCHES AND SHALL BE PLACED IN ACCORDANCE
WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION 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 NATURAL WATER
COURSE.
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 1o, THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2, SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION
BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS
REQUIRED GRADATION FOR TYPE 1, 11, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE
SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE
BASE. IN THE EVENT THAT THE SURFACE COURSE 1S APPLIED PRIOR TO 6o DAYS, THE PUGMILL
REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE
6. BASE MUST BE APPROVED BY ENGINEER FOR 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 s7a 0.3 GAL./SO. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS.
g. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL. STRUCTURES THAT DO NOT
ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE
RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF
WAY.
General Construction Notes for Streets
Th' i 'n lint the General Construction Notes
Islstlsl addto o e e
)
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 io 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 deen-ted
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, 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 -9(A, B or Q.
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 priorto signing and
recordation, then approval of these plans shall be null and void.
g. 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 S mph below the design speed, or as determined by VDOT for public 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 County inspections. The video
inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present.
CENERAL NOTES_
I, FIIE UE,?b.-UAO C AtMMN4 'StiALLOE, Pfifiv®r t-0 SAT T W�A (Eb 0046S,�: a
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o YK. PPROVALra fi'1 A
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GENERAL NOTES
:602"
SURFACE COURSE
INTERMEDIATE COURSE
COMPACTED AG(
COURSE, VDOT #
DEPENDING ON
UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
�V
..:a
-- -------------- ROUTE 29 -----
NOTE: SEE TRAFFIC IMPACT ANALYSIS
FOR THE BRIARWOOD COMMERCIAL
DEVELOPMENT PREPARED BY
DAVENPORT ENGINEERS. SEE FIGURE 1 -
SITE PLAN FOR SITE MAP, TABLE 4.2 FOR
PROPOSED ITE TRIP GENERATION, AND
THE SUPPORTING DOCUMENTATION
SECVION OF THE APPENDIX FOR
EXISTING ITE TRIP VOLUMES.
me
NOTES..
1. TM r. MAY eE Pr CMT O, PAST IN PLACE.
2..t:O1 TE TO B CLAM'S A3 F CAST N PLACE,
SI _
4bD0 PN: PRECAV,
3. CMUNATM CURB & GUTTER ItAVMlC A RAMS:
. LA°RM"` '""�Tr� 1NEA'&V
2�tMIS'i'f0=0 PARAI 111L. TO THE SLOPE
OF OOH 'AND. TO 'IM. CEM PF
TtE PAYEAEl#r,
5 AY to&LOWAKE CWMA.FM TW 11W o � AV sr c sr
AS IN A GF 20 ;a
''`'.`�'
I
A Tf MAY K
,Ii7PT10N OF WCOMiTRACTOR
THE 130TUM OF 1W C,UW 'AhO
CUTTER MAY BE CONSTR ICTM
PARALLEL TO 7W SLOPIE Of
Std COURSES PROYMEO A
I,1QJWUM DEPTH OF 7'
13 MAWAMM
RRf 0I AND BRIDGE S'TANDAfOS
,yuk DATE I MW 1 JOF 1
SCALE:
111=CC
Pavement Design (Based on VDOT Requirements & Standards . _ - _ _ .__ _-
Proposed Pavement Design
--
RF= i 1.0
POSTS
JOB NO.
Location
Design
CBR
SSV
Dr
Surface h a
Base ! b a
Sub -base : h `.
a
Dp
SM -9.5A
BM -25
21A Sub-
Dp
ADT
3:1
/
o
2%
U)
� L
r
!
EXIST. GROUND
Surface (h)
Base (h)
base (h)
BOULDERVIEW DRIVE/ROAD
11324
6.5
4.4
23.06
SM -9.5A
2
1.67
BM -25
6.5
2.25
21A
8
1
25.97
21/2
0
10
14.18
BRIARWOOD DRIVE EXPANSION
12253
5.6
5.6
22.98
SM -9.5A
21/2
1.67
BM -25
6.5
2.25
21A
6.5
1
25.30
21/2
51/2
8
24.55
Notes: 1. Existing Briarwood Drive pavement structure: (2 1/2" SM -9.5, 4" BM -25, 6.5" 21A)
�.5'
2. Briarwood Drive CBRs are based on (3) field CBRs performed by Gooch Engineering as stated in a report dated September 20, 2011.
S'
3. Design ADT numbers based off of the Briarwood TIA for the proposed Briarwood development. Corresponding design ADT is equivalent to one-fourth of the total ADT on Route 29 in the vicinity of Briarwood
Drive. Actual daily traffic in the proposed Briarwood development is anticipated to be much lower than the total TIA design. ADT. Proposed pavement
design listed above is the pavement design proposed by
Collins Engineering that will be adequate for these proposed roadways within the Briarwood Development.
4. The final pavement design shall. be based off new CBRs in the areas of road construction.
EXIST GROUND
.l
EXIST GROUND
R/W
4"CONCRETE
}}} SIDEWALK
r
3
r 6"VDOT2sA
STONEBASE
0
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CURB & GUTTER
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GRASS
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STONE
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�
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JOB NO.
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CURB & GU R
4"CONCRETE
-
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v
SIDEWALK
QL
I
POINT OF 8
FINISHED GRADE
SURFACE (SEE
2%,/TABLEABOVE) 2%
L BASE (SEE
TABLE ABOVE)
(TRAVEL LANE)
SUBBASE (SEE
TABLE ABOVE)
(TRAVEL LANE)
47'
RIW
TYPICAL NEIGHBORHOOD S TREE SECTION (4,7' PRI VA TE RIW)
BOULDERVIEW DRIVE, BOULDERVIEW ROAD, ELM TREE COURT
DESIGN SPEED: 25 MPH
n t
a'QSSW"
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5f
4. " CONC. (3000 PSI AT
28 DA Y OR STRONGER)
47.
`-- 4"21-A STONE BASE
SIDEWALK DETAIL
NO 3CALF
NOTE. ADD UNDERDRAINS ALONG SIDEWALK
A T SPECIFIC L OCA TIONS IF WARRANTED DUE
TO UNUSUALL Y WET FIELD CONDITIONS.
so'-o"MAX SPACING
RW
POSTS
JOB NO.
CG -6
CURB & GU R
4"CONCRETE
-
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v
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aut
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BASE
�.5'
3'
S'
`--i.o'
1
47'
RIW
TYPICAL NEIGHBORHOOD S TREE SECTION (4,7' PRI VA TE RIW)
BOULDERVIEW DRIVE, BOULDERVIEW ROAD, ELM TREE COURT
DESIGN SPEED: 25 MPH
n t
a'QSSW"
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
5f
4. " CONC. (3000 PSI AT
28 DA Y OR STRONGER)
47.
`-- 4"21-A STONE BASE
SIDEWALK DETAIL
NO 3CALF
NOTE. ADD UNDERDRAINS ALONG SIDEWALK
A T SPECIFIC L OCA TIONS IF WARRANTED DUE
TO UNUSUALL Y WET FIELD CONDITIONS.
so'-o"MAX SPACING
FASTENED 2 `x4 " TREATED RUNNER
SCOTT R. COLLINSZ
Lie. No. 035791,2
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