HomeMy WebLinkAboutSUB201500140 Plan - Approved Road Plan and Comps. 2016-05-05OWNERS:
AVON PROPERTIES, LLC (TMP 91-14)
Sheet Title
P.O. BOX 1467
OVERALL SITE PLAN
CHARLOTTESVILLE, VA 22902
SUBDIVISION STREETS. •
DONNA MARIE JORDAN
WA TERSHED:
1775 AVON STREET EXTENDED
TOPO & SURVEY.•
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND MANAGEMENT COMPANY
37
CONTACT- ALAN TAYLOR
CURB
110 EAST MAIN STREET
DATUM:
CHARLOTTESVILLE, VA 22902-5220
BENCHMARK.
(434)293- 7537
TAX MAP/PARCEL #
91-14, 90-351, 90-35J & 90-35K
MAGISTERIAL:
SCOTTSVILLE DISTRICT
AREA:
9.24 AC.
INDIVIDUAL PARCEL
273 SPACES (SEE CALCULATIONS ON THIS SHEET FOR DETAILS)
AREAS:
91-14 (7.66 ac.), 90-351 (0.51 ac.), 90-35J (0.53 ac.) & 90-35K (0.54 ac.)
PHASING.
PHASES I THROUGH IV SHALL OCCUR IN CONSECUTIVE ORDER AS NUMBERED IN ORDER TO COMPLY WITH
FLOODPLAIN:
AFFORDABLE HOUSING REQUIREMENTS.
ARB:
THIS DEVELOPMENT IS LOCATED WITHIN THE ARB REVIEW ENTRANCE CORRIDOR. ARB REVIEW AND APPROVAL
RECREA TION:
IS BEING COORDINATED WITH THIS FINAL SITE PLAN
ZONING.
PRD - ZMA-2006-005 APPROVED JUNE 13, 2007
VARIATION REQUEST WAS APPROVED 3/26/10 FOR THE FOLLOWING VARIATIONS FROM THE APPROVED
LIGHTING.
REZONING:
CO
• CHANGE /N THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS
• REMOVAL OF SYSTEMS OF RETAINING WALLS
Z)
• RE- ORIEN TA TION OF UNITS AND PRIVATE STREETS
• ADDI T7ON OF A NEW ROAD
USE.
RESIDENTIAL
RECREA TIO L FA CLUBHOUSE WITH FITNESS ROOM AND MEETING ROOM COVERED PAVILION TER
NA FACILITIES. C C RAGE, AND OPEN PARK AREAS.
0
RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF THE ZONING ORDINANCE.
SEE SHEET S-1 FOR ADDITIONAL DETAILS.
RECREA TIONAL AREA:
TOTAL RECREATION AREA IS APPROXIMA TEL Y J,300 SF (0.08 AC)
J
CLUBHOUSE= 775 SF
PA VIL10N= 500 SF
TERRACE= 2,025 SF
1
TOTAL=3,300 (0.08 AC)
SETBACKS:
EXTERNAL SETBACKS ARE AS FOLLOWS:
REAR= 20'
UJ
0-
SIDE= 15'
FRONT= 25'
WA VER/VARIA TION
REQUESTS: VARIATION REQUEST WAS APPROVED 3/26/10 FOR THE FOLLOWING VARIATIONS FROM THE APPROVED
REZONING:
• CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE (UNITS
• REMOVAL OF SYSTEMS OF RETAINING WALLS
• REORIENTATION OF UNITS AND PRIVATE STREETS
• ADDITION OF A NEW ROAD
A LETTER WAS ISSUED BY THE COUNTY ON 5/24/10 CLARIFYING THAT THE FOLLOWING NEEDED TO BE
INCLUDED IN THE FINAL SITE PLAN:
• RETAINING WALLS SHALL NOT EXCEED 4'
• TOWNHOUSES ON PERIMETER ROAD SHALL HAVE ARCHITECTURAL ELEMENTS THAT RELEGATE PARKING
• THE BACKS OF UNITS ON LOTS 39-44 & 69-74 SHALL HAVE ARCHITECTURAL FEATURES SUCH AS
PROJECTIONS AND PORCHES.
• SIDEWALKS ON A V1NI TY LOOP SHALL BE LOCATED ADJACENT TO PA VEMENI T
TOTAL NUMBER
OF UNI IS. 124 (100 TOWNHOUSE UNITS AND 24 CONDOMINIUM UNITS)
NOTE. • DENSITY SHALL NOT EXCEED 124 UNITS, WHICH IS THE MAXIMUM ALLOWABLE
DENSI TY.
MAX. UNITS BY TYPE. • 100 TOWN HOMES & 24 CONDOS
AFFORDABLE UNITS: THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THE
FRONT PAGE OF THE SITE PLAN. A MONETARY COMPENSATION TO THE AFFORDABLE HOUSING PROGRAM
SHALL BE MADE TO SATISFY THE AFFORDABLE HOUSING REQUIREMENTS PER THE APPROVED PROFFER. CASH
PAYMENTS SHALL BE PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS
STATED IN THE APPROVED PROFFERS. THE FIRST PAYMENT OF $99,000 (6 x.$'16, 500) SHALL BE MADE
PRIOR TO THE ISSUANCE OF THE THIRTY-SIXTH (36TH) BUILDING PERMIT THE. SECOND PAYMENT OF x'99,000
(6 x,$`16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE SEVENTY-RRST (71ST) BUILDING PERMIT.
THE THIRD AND FINAL PAYMENT OF $115,500 (7 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF
THE FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF .$'313, 500
($99,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM.
DENSITY.• 13.42 DU/AC. - TOTAL DENSITY ALLOWED BY REZONING = 124 UNITS.
BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR THE TOWNHOUSE UNITS. THE PROPOSED MAXIMUM
HEIGHT OF THE CONDOMINIUM BUILDING WILL BE 48 FEET. IT SHOULD BE NOTES THAT THE OVERALL HEIGHT
OF THE CONDOMINIUM BUILDING MAY REACH UP TO 65 FT. IN HEIGHT, PROVIDED ADD117ONAL SETBACK IS
PROVIDED IN COMPLIANCE WITH SECTION 18-19.7 OF THE ZONING ORDINANCE.
WENARCilI1111111I
RETAINING WALLS:
MAXIMUM HEIGHT OF RETAINING WALLS SHALL NOT EXCEED 4 FEET. ALL RETAINING WALLS ASSOCIATED WITH
Sheet Title
THE PROJECT SHALL BE SEGMENTED RETAINING WALLS CONSTRUCTED WITH THE PATIO SYSTEMS FOR THE
OVERALL SITE PLAN
TOWNHOUSE UNITS.
SUBDIVISION STREETS. •
CURB & GUTTER
WA TERSHED:
MOORE'S CREEK WA TERSHED
TOPO & SURVEY.•
PHYSICAL AND BOUNDARY.• THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 12/22/05.
0
TOPOGRAPHIC. THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 12/22/05. PHYSICAL, TOPOGRAPHIC &
37
BOUNDARY INFORMATION OUTSIDE LIMITS OF THOMAS B. LINCOLN LAND SURVEYOR'S WORK WAS PROVIDED BY
CURB
AERIAL TOPOGRAPHY. SURVEY WAS VISUALLY FIELD VERIFIED BY COLLINS ENGINEERING ON 06110/15.
DATUM:
NAD 83 SOUTH
BENCHMARK.
BENCHMARK IS SURVEY CONTROL POINT DT -14, NAIL WITH FLASHER LOCATED AT N3886228.20 AND
PROPOSED PA VEMEN T
E11482674.79, ELEVATION 574.16
EXISTING VEGETA TION:
PROPERTY CONSISTS OF RESIDENTIAL HOMES, LAND THAT IS PARTIALLY CLEARED, AND THE MAJORITY OF THE
J
SITE lS FORESTED WITH LIGHT UNDERBRUSH.
PARKING REQUIRED:
273 SPACES (SEE CALCULATIONS ON THIS SHEET FOR DETAILS)
PARKING PROVIDED:
277 SPACES (SEE CALCULATIONS ON THIS SHEET FOR DETAILS)
PHASING.
SEE SITE PLAN FOR PHASING DIVISIONS 4 PHASES TOTAL
FLOODPLAIN:
THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5100JC0407D
LANDSCAPING.
LANDSCAPE IS 1N ACCORDANCE WITH ALBEMARLE COUNTY ZONING REGULATIOMS 32.7.9.
RECREA TION:
RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF THE ZONING ORDINANCE
FIRE FLOW.•
PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, THE FIRE FLOW /N THIS AREA EXCEEDS 2500 GPM AT
20 PSI. NOTE, THE DEVELOPMENT MUST COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE
LIGHTING.
THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME. ALL TOWNHOUSE UMITS SHALL BE INSTALLED WITH
CO
FRONT PORCH AND LAMP POST LIGHTING AND WILL BE LESS THAN J,000 LUMENS.
AVINITY
PHASE II ROAD PLAN
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PRIVATE R/W SHALL BE EXTENDED TO
THE PROPERTY LINE FOR POSSIBLE
FUTURE CONNECTION TO TMP 91-19.
PROPOSED ACCESS EASEMENT (TO BE
ABANDMED-WITH ANY FUTURE
flNTNNECTION T , - AND
� d.TMP 91,1q THE
PROPOS�D,6`WO615EN FENCE OFFSET 1, 5(MIN.) FROM THE PROPEE TY LINE
TO PROVIDE A LAN E.2 BETWEEN AVINIY'�W86flEh1 FENCE & i
CALE�ELEMEN�ARY SCHOOL¢ PROPERTY LINE PER ARB REQUIREMENTS.
f PLEASE SEE SHEET LL -1 FOI THIS LANDSCAPED AREA. THE FENCE OFFSET `--- -
l FROM THE PROPERTY LI,Nf SHALL EXTEND FROM AVON STREETTO
APPRO fIMATEL-Y IfOT 18 AS SHOWN. FENCE SHALL BE COMPLETED IN
CONJUNCTION WITH THIS FINAL SFTE-PLAN_..-
CURRENT OWNER
AVON PROPERTIES, LLC
P.O. BOX 1457
CHARLOTTESVILLE, VA 22902
EARTH DITCH
DRI VFWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
Sheet List Table
LEGEND
Sheet Title
ROADS
OVERALL SITE PLAN
2
a �
EXISTING CULVERT
ROAD PROFILES, NOTES, DETAILS & CROSS SECTIONS
4
CUL VERT
sp/unit
0
DROP INLET & STRUCTURE NO.
37
w
CURB
24 2
sp/unit
CURB & GUTTER
26
14
PROPOSED PA VEMEN T
.AS
SCALE
EC -3A DITCH
J
6„
DEPTH OF EC -3A DITCH
200
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EC -2 DITCH
240.55
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6"
DEPTH OF EC -2 DITCH
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CURRENT OWNER
AVON PROPERTIES, LLC
P.O. BOX 1457
CHARLOTTESVILLE, VA 22902
EARTH DITCH
DRI VFWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
Sheet List Table
LEGEND
Sheet Title
ROADS
OVERALL SITE PLAN
2
GRADING & DRAINAGE PLAN
EXISTING CULVERT
ROAD PROFILES, NOTES, DETAILS & CROSS SECTIONS
4
CUL VERT
sp/unit
0
DROP INLET & STRUCTURE NO.
37
w
CURB
24 2
sp/unit
CURB & GUTTER
26
14
PROPOSED PA VEMEN T
.AS
SCALE
EC -3A DITCH
200
6„
DEPTH OF EC -3A DITCH
200
I
EC -2 DITCH
240.55
r�
6"
DEPTH OF EC -2 DITCH
0 a>i
CURRENT OWNER
AVON PROPERTIES, LLC
P.O. BOX 1457
CHARLOTTESVILLE, VA 22902
EARTH DITCH
DRI VFWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
Sheet List Table
Sheet Number
Sheet Title
1
OVERALL SITE PLAN
2
GRADING & DRAINAGE PLAN
3
ROAD PROFILES, NOTES, DETAILS & CROSS SECTIONS
4
LANDSCAPING PLAN
PROPOSED SPOT ELEVATION
TBC DENOTES TDP/BACK OF CURB
TAB DENOTES TOP OF BOX
DEVELOPER
RIVER'BEND MANAGEMENT COMPANY
110 EAST MAIN STREET
CHARLOTTESVILLE, VA 22902
434, 293.7537
PARKING REQUIRED
PARKING PROVIDED
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNITS
TYPE QUANTITY PARKING RATIO
TOTAL
Garage/ drivewa
arkin lot/on-street
LOT#
1-100
Townhouse -parking on lot
100 2.25
sp/unit
2251
200
37
w
Condominium
24 2
sp/unit
48
26
14
SCALE
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AS SHOWN
TOTAL I I
I
1
1 273
r
1 277
TOTAL NUMBER OF SHEETS: 4
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434,293.3719
NOTE:
A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP
90-351 (DONNA JORDAN PROPERTY) w/ THE REST OF
THIS PROJECT MUST BE APPROVED PRIOR TO THE
ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE
II OF THIS PROJECT.
TO RICHMOND
SOUTHERN PARKWAY
MILL CREEK
6
JO
R
N�ERTATE 6
PIEDMONT
VIRGINIA
COMMUNITY
COLLEGE
MONTICELLO HIGH
LAKE REYNOVIA Q
CALE ELEMENTARY
SCHOOL
THIS
0
MILL CREEK
SOUTH fPRO'TECT�o J��2
J�
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VICINITY MAP
SCALE: 1" = 21000,
General Construction Notes
1. Priorto 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 111.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
General Construction Notes for Streets
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 expended to a boundary line or a natural watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments
wil) 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
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge
Albemarle County Engineering
Final Pian General Notes
Page 2 of 4
(16 Jun 2005)
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 forthis project expire priorto 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 public roads.
12. VDOT standard CD -1 or CD -2 cross -drains under to be installed underthe 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.
IMO
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
C!'f
PLANNER/ ZONING
ENGINEER
INSPECTIONS
ARB
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PLANNING
-0 .,-,
DEPARTMENT OF FIRE RESCUE
w
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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SCOTT R. COLLINS'Z,
> No. 35791
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INV IN: 568.17 TO 44 1
INV IN: 566.98 TO 90
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NOTE:
1. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE
PLANTED WITH A GRASS COVER FOR STABILIZATION & SHALL BE A GROUND COVER CHOSEN FROM TABLE 3.37C OF THE VESCH.
2. ALL STORM SEWER DRAINAGE EASEMENTS IN PHASE 2 SHALL BE PRIVATE DRAINAGE EASEMENTS.
3. ALL DRAINAGE EASEMENTS ARE 20' WIDE UNLESS OTHERWISE NOTED.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25
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YARDt DRAIN INLET
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TES.-
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ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED
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MUST BE PROVIDED.
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6.
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2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
THICKNESS BEFORE COMPA C TION OVER THE ENTIRE
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
AND BRIDGE SPECIFICATION 303.04.
J.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
5.
MINIMUM 3' OF COVER MUST HE MAINTAINED OVER W/L
6.
MINIMUM I' OF VERTICAL SEPARATION FROM STORM
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VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL
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NO TES:
_
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2. MINIMUM
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J. MINIMUM
I' OF VERTICAL SEPARATION FROM STORM
SEWER &
W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY
SEWER MUST BE PROVIDED.
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Length
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NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
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BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN
ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE
SPECIFICA TION 303.04.
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2UVARIOUS TYPES OF INLET & (Z)VARIOUS TYPES OF INLET &
OUTLET ADAPTERS AVAILABLE: OUTLET ADAPTERS AVAILABLE:
CORRUGATED HDPE (ADS N-12, CORRUGATED HDPE (ADS N-12,
ADS SINGLE WALL, HANCOR DUAL ADS SINGLE WALL, HANCOR DUAL
4" ADAPTER WALL), SDR 35, SCH 40 DWV, WALL), SDR 35, SCH 40 DWV,
CORRUGATED &RIBBED PVC CORRUGATED & RIBBED PVC
6"
ADAPTER
2OWATERTIGHTJOINT 10DUCTILE IRON GRATE
(CORRUGATED HDPE SHOWN)
7.25"
(2)VARIOUS TYPES OF INLET &
OUTLET ADAPTERS AVAILABLE:
0- GRATES/SOLID COVERS SHAUL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 CORRUGATED HDPE (ADS N-12,
WITH THE EXCEPTION OF THE BRONZE GRATE. ADS SINGLE WALL, RANCOR DUAL
02 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 WALL), SDR 35, SCH 40 DWV,
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC CORRUGATED &RIBBED PVC
8"
..— ADAPTER
GRATEOPTIONS LOADRATING PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE
PEDESTRIANISTANDARD LIGHT DUTY 0899CGS 7001-110-194 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 OR POSSESSION OF THIS PRINT DOES NOT CONFER,DATE 6.25.99 PHN (770) 932.2443
BRONZE LIGHT DUTY 0899CGB 7001-110-196 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast FAX(770) 932-2490
DOME N/A
0899CGD 7001-110-197 TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME
DROP IN GRATE LIGHT DUTY 0801 D1 7001-110-019 REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 6-25.99
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 81N DESIGN DETAILS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7003-110-000 REV D
POINT OF
FINISHED GRADE:
SURFACE
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1".1'
3•ti
EXIST. GROUND
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EXIST. GROUND
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3;1
EXIST. GROUND
:1
EXIST. GROUND
�H 07�
® SCOTT R. COLLINS�z
U No. 35791
o��NsjONAL
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
�� �� \
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
BACKFILL MATERIAL BELOW AND TO
COMPACTED TO A MIN OF 90%
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWN BY CJA
MATERIAL
3130 VERONAAVE
BUFORD, GA 30518
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN ORl�Tyla
DATE 9-30.99
PHN (770) 932-2443
last FAX (770) 932-2490
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
w .nyloplast-usxom
APPD BY CJA
DATE 9-30-99
PROJECT NOJNAME
TITLE
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
J
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
DWG SIZE A
SCALE 1:25 SHEET 1 OF 1
DWG NO. 7001.110.111 REV B
'"! !�• ! •
f
NYLOPLAST 8" INLINE DRAIN:
10 DUCTILE IRON GRATE10DUCTILE IRON GRATE
7.50" 5.25"
2UVARIOUS TYPES OF INLET & (Z)VARIOUS TYPES OF INLET &
OUTLET ADAPTERS AVAILABLE: OUTLET ADAPTERS AVAILABLE:
CORRUGATED HDPE (ADS N-12, CORRUGATED HDPE (ADS N-12,
ADS SINGLE WALL, HANCOR DUAL ADS SINGLE WALL, HANCOR DUAL
4" ADAPTER WALL), SDR 35, SCH 40 DWV, WALL), SDR 35, SCH 40 DWV,
CORRUGATED &RIBBED PVC CORRUGATED & RIBBED PVC
6"
ADAPTER
2OWATERTIGHTJOINT 10DUCTILE IRON GRATE
(CORRUGATED HDPE SHOWN)
7.25"
(2)VARIOUS TYPES OF INLET &
OUTLET ADAPTERS AVAILABLE:
0- GRATES/SOLID COVERS SHAUL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 CORRUGATED HDPE (ADS N-12,
WITH THE EXCEPTION OF THE BRONZE GRATE. ADS SINGLE WALL, RANCOR DUAL
02 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 WALL), SDR 35, SCH 40 DWV,
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC CORRUGATED &RIBBED PVC
8"
..— ADAPTER
GRATEOPTIONS LOADRATING PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE
PEDESTRIANISTANDARD LIGHT DUTY 0899CGS 7001-110-194 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 OR POSSESSION OF THIS PRINT DOES NOT CONFER,DATE 6.25.99 PHN (770) 932.2443
BRONZE LIGHT DUTY 0899CGB 7001-110-196 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast FAX(770) 932-2490
DOME N/A
0899CGD 7001-110-197 TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME
DROP IN GRATE LIGHT DUTY 0801 D1 7001-110-019 REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 6-25.99
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 81N DESIGN DETAILS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7003-110-000 REV D
POINT OF
FINISHED GRADE:
SURFACE
0 0 0 0 0 0 0 0
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r -SURFACE
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VAR
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