HomeMy WebLinkAboutSDP201900001 Plan - Submittal (First) Initial Site Plan 2018-12-28GENERAL NOTES
1. DEVELOPER: BREEDEN INVESTMENT PROPERTIES, INC.
560 LYNNHAVEN PARKWAY
VIRGINIA BEACH, VIRGINIA 23452
PHONE: (757)-486-1000
FAX: (757)-463-9164
CONTACT: BRIAN REVERE
EMAIL: BRIANR@THEBREEDENCOMPANY.COM
2. CURRENT
LANDOWNER: UPTOWN VILLAGE, LLC
C/O UNITED LAND CORPORATION
PO BOX 5548
CHARLOTTESVILLE, VA 22905
3. ENGINEER: TIMMONS GROUP
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VA 23225-5512
CONTACT: MITCH BOWSER, P.E.
TELEPHONE: (804) 200-6485
EMAIL: MITCHELL.BOWSER@TIMMONS.COM
4. ARCHITECT: HOUSING STUDIO
333 WEST TRADE STREET, SUITE 300
CHARLOTTE, NC 28202
CONTACT: CHAD ASKEW
TELEPHONE: (704) 333-7862
E-MAIL: CASKEW@HOUSINGSTUDIO.COM
5. PARCEL ID: 03200-00-00-05300, 03200-00-00-05400, & 03200-00-00-05500
6. ADDRESS: NO ADDRESSES FOR THESE PARCELS
7. ZONING: R15 RESIDENTIAL
8. SURROUNDING ZONING DISTRICTS: RESIDENTIAL, LIGHT INDUSTRY, & RURAL
9. TOTAL PARCEL AREA: 17.40 ACRES
10. VIRGINIA HYDROLOGIC UNIT: SOUTH FORK RIVANNA RIVER, JR08
11. FLOOD ZONE DETERMINATION: THE PROPERTY IS LOCATED IN FLOOD ZONE "X",
AS SHOWN ON FIRM PANEL #51003C0140D,
DATED 02/04/2005.
12. DISTURBED ACREAGE: ON-SITE DISTURBANCE = 14.28 ACRES
OFF-SITE DISTURBANCE = 0.15 ACRES
TOTAL DISTURBANCE = 14.43 ACRES
(NOTE: OFF-SITE DISTURBANCE INCLUDES WORK IN
THE PUBLIC RIGHT-OF-WAY, INCLUDING TURN -LANE AND
SIDEWALK INSTALLATION)
13. PROPOSED USE: MULTI -FAMILY RESIDENTIAL BUILDINGS
14. SANITARY: COUNTY SYSTEM
DEMAND = 270 GPD/UNIT = 80,190 GPD (PEAK = 0.32 MGD)
15. WATER: COUNTY SYSTEM
16. BUILDING HEIGHT: MULTIFAMILY BUILDINGS
MAXIMUM = 65'
PROPOSED = 60'
POOL CLUBHOUSE
MAXIMUM = 65'
PROPOSED = 25'
17. DENSITY: 296 UNITS PROPOSED / 17.40 ACRES = 17.01 UNITS/ACRE
DENSITY ALLOWED UNDER R-15 ZONING = 15 UNITS/ACRE
(261 UNITS)
APPLICANT INTENDS TO PURSUE THE FOLLOWING DENSITY
BONUSES AS OUTLINED IN THE ZONING ORDINANCE:
BONUS FOR PRESERVATION OF EXISTING WOODED AREAS
REQUIREMENT - 20% OF SITE (3.48 AC)
PROPOSED TREE SAVE - 3.50 AC
ALLOWED BONUS DENSITY - 10% (26 UNITS)
BONUS FOR PROVIDING AFFORDABLE RATE UNITS
PROPOSED ADDITIONAL AFFORDABLE UNITS - 5 UNITS
ALLOWED ADDITIONAL MARKET RATE UNITS - 4 UNITS
TOTAL ADDITIONAL UNITS - 9 UNITS
TOTAL PROPOSED UNITS ALLOWED = 261+26+9 = 296 UNITS
18. PARKING SUMMARY: REQUIRED:
1.5 SPACES PER 1 -BEDROOM UNIT =
1.5 SPACES * 66 UNITS = 99 SPACES
2.0 SPACES PER 2+ BEDROOM UNIT =
2.0 SPACES * 230 UNITS = 460 SPACES
TOTAL = 559 SPACES REQUIRED
PROVIDED: 559 SPACES (INCLUDING 28 ADA SPACES)
19. IMPERVIOUS COVER: EXISTING = 0.20 AC
PROPOSED = 9.47 AC
(BUILDINGS = 3.22 AC, DRIVE AISLES = 2.9 AC
PARKING SPACES = 1.66 AC, SIDEWALKS = 1.69 AC)
20. OPEN SPACE: PROVIDED (PASSIVE AND ACTIVE) = 7.43 AC
7.43 AC OPEN SPACE / 17.4 AC TOTAL SITE = 43%
21. RECREATION AREA: REQUIRED = 200 SF/UNIT = 200 SF X 296 UNITS = 59,200 SF
OR 1.36 AC
PROVIDED = 47,360 SF (TREE SAVE AREA - PASSIVE),
8,100 SF (POOL AREA - ACTIVE),
3,740 SF (COURTYARD - ACTIVE), TOTAL = 59,200 SF
22. INTERIOR LANDSCAPING: REQUIRED = 10% OF PARKING AREA
= 7,240 SF
PROVIDED = 9,403 SF = 13%
23. NOTE: ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND
INCLUDING ELECTRIC, TELEPHONE, AND CATV.
24. BOUNDARY SURVEY PROVIDED BY TIMMONS GROUP AND DATED 11/01/2018.
TOPOGRAPHIC SURVEY HAS NOT YET BEEN COMPLETED. EXISTING TOPOGRAPHY
SHOWN IS FROM ALBEMARLE COUNTY GIS.
7 a W TAZ FA
SITE AND UTILITY PLAN
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
SCALE ma 1"=2000'
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DECEMBER i 1 1 2018
DEVELOPER-
BREEDEN
INVESTMENT PROPERTIES, INC.
560 LYNNHAVEN PARKWAY
VIRGINIA BEACH, VIRGINIA 23452
TELEPHONE: (757)-486-1000
FAX: (757)-463-9164
CONTACT: BRIAN REVERE
EMAIL: BRIANRATHEBREEDENCOMPANY.COM
i��Ce7I�l3�'1
TIMMONS GROUP
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VA 23225
CONTACT: MITCH BOWSER
TELEPHONE: (804) 200-6485
FAX: (804) 560-1464
E-MAIL MITCHELL.BOWSER*TIMMONS.COM
LANDSCAPE ARCHITECT
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VA 23225
CONTACT: ELIZA MACHEK
TELEPHONE: (804) 200-6478
FAX: (804) 560-1464
E-MAIL ELIZA.MACHEK*TIMMONS.COM
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER SHEET
C1.0
PROFFERED CONDITIONS
C2.0
OVERALL EXISTING CONDITIONS
C4.0
OVERALL LAYOUT PLAN
C4.1
LAYOUT PLAN
C4.2
LAYOUT PLAN
C4.3
LAYOUT NOTES & DETAILS
C5.0
UTILITY PLAN
C5.1
UTILITY NOTES & DETAILS
C6.0
OVERALL GRADING & DRAINAGE PLAN
C6.1
GRADING & DRAINAGE PLAN
C6.2
GRADING & DRAINAGE PLAN
C6.3
GRADING & DRAINAGE NOTES & DETAILS
L1.0
MINIMUM LANDSCAPE PLAN AND
CONCEPTUAL LUMEN PLAN
L2.0
LANDSCAPE NOTES & DETAILS
CONTRACTOR
BREEDEN CONSTRUCTION
560 LYNNHAVEN PARKWAY
VIRGINIA BEACH, VIRGINIA 23452
TELEPHONE: (757)-486-1000
FAX: (757)-463-9164
CONTACT: EDWARD ALMEDA
EMAIL: EDWARDAeBREEDENCONSTRUCTION.COM
ARCHITECT.
HOUSING STUDIO
333 WEST TRADE STREET, SUITE 300
CHARLOTTE, NC 28202
CONTACT: CHAD ASKEW
TELEPHONE: (704) 333-7862
E-MAIL: CASKEW*HOUSINGSTUDIO.COM
UNDERGROUND UTILITIES
MAY BE IN THE
CONSTRUCTION AREA. THE
CONTRACTOR SHALL CALL
MISS UTILITY AT
1-800-552-700148 HOURS PRIOR TO THE
START OF EXCAVATION. CONTRACTOR SHALL
VERIFY LOCATION AND ELEVATION OF ALL
UNDERGROUND UTILITIES IN AREA OF
CONSTRUCTION PRIOR TO STARTING WORK.
SITE PLAN LEGEND
QUALITY ASSURANCE STATEMENT
A Quality Control and Assurance review has been performed on this document
in accordance with the Then= Group Quality Plan. The undersigned states that
this document has been checked and reviewed in a manner commensurate
with the level of detail for the type of submittal indicated below.
MITCH BOWSER
Project Contact
INITIAL SITE PLAN SUBMISSION 12/28/18
Type of Submittal Date
APPROVALS
TIMMONS GROUP IS NOT RESPONSIBLE
OR LIABLE FOR ANY CONSTRUCTION OR
DAMAGES TO THIS PROJECT PRIOR TO
ALL FINAL PLAN APPROVALS.
COUNTY APPROVALS
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PROPOSED CURB
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PROPOSED CONTOUR
CURB & GUTTER
STORM SEWER
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- - UTL- -
UNDERGROUND UTILITY LINE
OHP/T/F
OVERHEAD POWER/ COMMUNICATIONS
OH PIF
OVERHEAD POWER / FIBER OPTIC
- - - RPA - - -
RESOURCE PROTECTION AREA (RPA)
QUALITY ASSURANCE STATEMENT
A Quality Control and Assurance review has been performed on this document
in accordance with the Then= Group Quality Plan. The undersigned states that
this document has been checked and reviewed in a manner commensurate
with the level of detail for the type of submittal indicated below.
MITCH BOWSER
Project Contact
INITIAL SITE PLAN SUBMISSION 12/28/18
Type of Submittal Date
APPROVALS
TIMMONS GROUP IS NOT RESPONSIBLE
OR LIABLE FOR ANY CONSTRUCTION OR
DAMAGES TO THIS PROJECT PRIOR TO
ALL FINAL PLAN APPROVALS.
COUNTY APPROVALS
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Page 2 Computer
July 21, 1993Muncaster
APIC 1 1 c: ak -t 1 0 n Z3
L . L-lDnginee3f ing &
338 - _T Rio Road
Charlottesville VA 22901 A, P P C) n
COUNTY OF ALBEMARLE 2. The frontage of Route 29 containing Tax Map 32, 804-978-7�79 RECEIVED
Dept. of Planning & Community Development Parcels 43A, 338 Rio Road
4bi McIntire Road 43, 42E, 42D, 42E, 42C, 42A and Tax Map 46, Parcel 5,
shall Charlottesville, VA 22901
Charlottesville, Virginia 22902-4596 contain not more than three entrances. The County may July 6, 1993 JUL 0 7 1993 79
require closure of any existing entrances at the time of Mr. William D. Fritz, Senior Planner
(804) 296-5823 establishment of any new entrance such that the total numberPlanning Dep
Department of Planning & Community Development t.
July 21, 1993 of entrances does not exceed three. Albemarle County RECEIVED
401 McIntire Road July 14, 1993
3. An access road between the mobile home sales area and mobile Charlottesville, Virginia 22901 JUL 14 1993
home park shall be developed at the time of establishment of Mr. William D, Fritz, Senior Planner
the mobile home sales use. This access road shall be used Re: Airport Mobile Home Park (ZMA-92-14, ZMA-93-06) Department of Planning & Community Development Planning Dept.
only for the movement of mobile homes between the two uses
and for emergency access. Albemarle County
United Land Corporation Dear Mr. Fritz: 401 McIntire Road
Attn: Wendell Wood If you should have any questions or comments regarding the above The following proffers supersede all previous proffers and are Charlottesville, Virginia 22901
P. 0. Box 5548 noted action, please do not hesitate to co'
Charlottesville, VA 22905 Sincerely, contact me. offered in regard to this rezoning request: Re: Airport Mobile Home Park (ZMA-92-14, ZMA-93-06)
RE: 2MA-92-14 Wendell Wood 1. The mobile home park is proffered for a period of not less Dear Mr. Fritz -
than 15 years from the start of development in accordance
/1Dear Mr. Wood: with the Comprehensive Plan. The start of development is The following proffer is offered as a substitute to proffer 41 in
defined as the date the first building permit is issued. my letter of July 6, 1993 regarding this rezoning request:
a-�,- its meeting on July
The Albemarle County Board OF Supervisors, V. way�le=iiimberg 2. The mobile home sales lot use will be limited to mobile home A The mobile home park is proffered for a period of not less
14, 1993, approved the above -noted request to rezone Director of Planning' c Munity Development sales and the existing grocery store and gasoline sales.
approximately 57 acres from Rural Area to R-15 (proffered), than 15 years from the start of development in accordance
-;ect to the following with the comprehensive Plan. During that period of time, the
Please note that this approval is sub., Wsqcl 1 cW
proffers: cc* Amelia 3. The mobile home sales lot entrance will be closed or altered property shall not be available to any other R-15,
.L �ICCUlley if required by the future plan cf development for the Residential uses except nothing contained herein shall
'70 Higgins regional service in t1he
i. The irlobile home parK, is proffered for a period of not less
remaining area designated office and prohibit the Zoning Administrator from authorizing uses
k- - Tom Muncaster Comprehensive Plan. deemed accessory and subordinate to the mobil home park. In
than fifteen vears from the start of development in accor- 1& met,
dance with the Comprehensive Plan. During that period of the event the conditions of SP -93-13 are not or at
4. The frontage on Route 29 containing Ta-,,. Map 32, Parcels 43A, the time of expiration of SP -93-13 in accordance with
time, the property shall not be available to any other R-1.5, 43, 42E, 42D, 4-2B, 42C, 4*71A and Tax Map 46 Parcel 5 shall Section 31.2.4.4 of the Zoning Ordinance, the applicant shall
Residential uses except nothing contained herein shall
prohibit the Zoning Administrator from authorizing uses contain not more than three entrances. The County may permit the property to be rezoned to RA, Rural Areas by the
deemed accessory and subordinate to the mobile home park. require closure of any existing entrances at the time of Board of Supervisors and thereafter the property shall enjoy
In the event the conditions Of SP -93-13 are not met, or at establishment of any new entrance such that the total number all RA uses. For the purposes of this proffer, the term
the time of expiration of SP -93-13 in accordance with of entrances does not exceed three. "start of development" is defined as the date of issuance of
I the first mobile home building permit. Nothing herein shall
Section 31.2.4.4 of the Zoning ordinance, the applicant 5. The site plan for the mobile home sales lot will not be prohibit the Board of Supervisors from granting an extension
shall permit the property to be rezoned 'to RA, Rural Areas, signed until the site plan for a minimum of 100 mobile home of the expiration date of SP -93-13 In accordance with Section
by the Board of Supervisors and thereafter the property
units is signed. 31.2-4.4 of the Zoning Ordinance.
shall enjoy all RA uses. For.the purposes of this proffer, I
the term "start of development" is defined as the date OIL 6. An access road between the mobile home sales area andthe
issuance of the first mobile home building permit.. Nothing mobile home part, shall be developed at the time of Sincerely,
herein shall prohibit the Board of Supervisors from granting establishment of the mobile home sales use. This access road
an extension of the expiration date Of SP -93-13 in shall be used only for the movement of mobile homes between
accordance with Section 31.2.4.4 of the Zoning Ordinance. the two uses and for emergency access.
Sincerely, WTM/ W. Thomas Muncaster, Jr., P.E.
WTM/ W. Thomas Muncaster, Jr., P.E.
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HEREON, SEE NOT #8
U DB. 3323, PG. 740
N OTE : PARCEL ID: 03200-00-00-05300 (IN PART)
`� EXISTING CONDITIONS SHOWN ON THIS PLAN
o
ARE BASED ON AN ALTA SURVEY PERFORMED
E BY TIMMONS GROUP ON 11/01/2018. EXISTING
<- TOPOGRAPHY SHOWN IS FROM ALBEMARLE
COUNTY GIS AND DOES NOT REPRESENT A
E TOPOGRAPHIC SURVEY.
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DB. 958, PG. 919
UPTOWN VILLAGE, LLC "
DB. 3323, PG. 740
PARCEL ID: 04600-00-00-00300
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CONCRETE
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20' SETBACK
RETAINING WALL
(DESIGN BY
OTHERS)
• PAINT SHALL BE TYPE A, WATER EMULSION
BASE, TRAFFIC PAINT CONFORMING TO THE
REQUIREMENTS OF SECTION 704 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS AND
FEDERAL SPECIFICATION TT -P-1952. COLOR
SHALL BE WHITE UNLESS OTHERWISE
INDICATED.
• ALL PAVEMENT MARKINGS SHALL BE
INSTALLED WITH SLIP -RESISTANT PAINT.
• CONTRACTOR SHALL REPLACE ALL PAVEMENT
MARKINGS DISTURBED DURING
CONSTRUCTION IN-KIND AT NO ADDITIONAL
COST TO THE OWNER.
PAVEMENT LEGEND
LIGHT DUTY
PAVEMENT SECTION
HEAVY DUTY
PAVEMENT SECTION
CONCRETE
SIDEWALK
HEAVY-DUTY
CONCRETE
04
AREA OF
MILL & OVERLAY
SCALE 1"=50'
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0 50' 100'
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SITE NOTES:
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1.
ALL CONSTRUCTION AND MATERIALS SHALL BE
j
IN ACCORDANCE WITH THE CURRENT VIRGINIA
j /
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DEPARTMENT OF TRANSPORTATION ROAD
AND BRIDGE SPECIFICATIONS AND ALBEMARLE
COUNTY STANDARDS WHERE APPLICABLE.
2.
ALL DIMENSIONS ARE FROM THE FACE OF
eYl j w i /
\ \
CURB UNLESS NOTED OTHERWISE.
i
3.
VDOT STANDARD DETAILS, AS REFERENCED,
B ! I I
ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MOST RECENT VERSION OF VDOT
.............
"ROAD AND BRIDGE STANDARDS".
/ /
\
4.
CONTRACTOR IS RESPONSIBLE FOR
/ /
\
PERFORMING THEIR OWN QUANTITY TAKEOFF.
.. _.__
5
THE CONTRACTOR IS RESPONSIBLE FOR
am W.
INSTALLING STOP SIGNS,DIRECTIONAL
_.__._ _.. ....,..,. _ .. .°..�
SIGNSAND STRIPING SHOWN ON THE PLANS.
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ALL CURB RADII ARE 5' UNLESS OTHERWISE
......_
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• PAINT SHALL BE TYPE A, WATER EMULSION
BASE, TRAFFIC PAINT CONFORMING TO THE
REQUIREMENTS OF SECTION 704 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS AND
FEDERAL SPECIFICATION TT -P-1952. COLOR
SHALL BE WHITE UNLESS OTHERWISE
INDICATED.
• ALL PAVEMENT MARKINGS SHALL BE
INSTALLED WITH SLIP -RESISTANT PAINT.
• CONTRACTOR SHALL REPLACE ALL PAVEMENT
MARKINGS DISTURBED DURING
CONSTRUCTION IN-KIND AT NO ADDITIONAL
COST TO THE OWNER.
PAVEMENT LEGEND
LIGHT DUTY
PAVEMENT SECTION
HEAVY DUTY
PAVEMENT SECTION
CONCRETE
SIDEWALK
HEAVY-DUTY
CONCRETE
04
AREA OF
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1. THIS ITEM MAY BE PRECAST OR CAST 1N PLACE.
2. CONCRETE TO BE CLASS A3 1F CAST IN PLACE+
4000 PSI IF PRECAST. 4„
3. CURB HAVING A RADIUS OF 300 FEET OR LESS � 2 R
(ALONG FACE OF CURB) WILL BE PAJD FOR AS
RADIAL CURB.
4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH1:1 777XM7 .G,'
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS Dpi; A bDp
3" (21" DEPTH) IN ORDER THAT THE BOTTOM :Q," :G., I
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE. D.' > PF' '•
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. ' "
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE G" . �' .
FOR A DECREASE OR AN INCREASE IN DEPTH, o rl.. ` P o' p
z SURFACE
CG -2 IS TO BE USED ON ROADWAYS MEETING �' G'.
5. APPENDTHE lXUTAEOFNTS THE FOR VD07 GROAD OESiGNNIN W MANUAL: w N D6>' Dpo ` D
IN THE SECTION ON GS URBAN STANDARDS.G' A' .
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105 REVISION DATE I SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
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'JtFiC!(dIA-i3Ef'ARTN#ENT CIF rftA.iFSP'C3RTAi1fN 24;.3.00
CG -6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER,THE BOTTOM OF THE CURB & GUTTER
SHAlt BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG -6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
R THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
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6„ 2=_O" GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7"
AT THE OPTION OF THE CONTRACTOR IS MAINTAINED.
SPECIFICATION XVDOT
REFERENCE COMBINATION 6" CURB AND GUTTER
ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
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UGD 1 ISOLATOR ROW:
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UGD 2 ISOLATOR ROW:
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UGD 3 ISOLATOR ROW:
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HYDRO. SEPARATOR 1:
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HYDRO. SEPARATOR 3:
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REMAINING REQUIREMENT = 3.74 LBS / YR - 24.1 % OF TOTAL REQUIREMENT - NUTRIENT CREDIT PURCHASE
STORMWATER QUANTITY SUMMARY
PRE -DEVELOPMENT PEAK FLOW - Q10 = 7.76 CFS
POST -DEVELOPMENT PEAK FLOW - Q10:
UGD 1 : Q10 = 1.01 CFS
UGD 2: Q10 = 3.61 CFS
UGD 3: Q10 = 2.72 CFS
TOTAL POST DEVELOPMENT PEAK FLOW - Q10 = 7.34 CFS
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DRAWN BY
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DESIGNED BY
C. MORGAN
CHECKED BY
M. BO WSER
SCALE
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INSET 1-1
INSET 1-2
DI -3A, 36, 3C
,- EXPANSION JOINT
FOR DETAILS OF INLET
EXPANSION
KEYED
AREA OF
SLOT
JOINT -- -
CONST.
JOINT�`'
BARS D S. APPROACH
7.
7 mEfr !: PIPE L r'-. t , T -tib? .AlL I fl ':i f I -'., �T- IldrHiN Irit.
fGUTTER
BAR G - WARPED
III
THIS AREA MAY BE EARTHEN, IN WHICH CASE
Aplr'1 F3.L .!EI ,6 ,_r +rt r. F"A"GY ,N.IEJ IN tHL r.--fAB-:E1 U'L'•ES_,
�dl t .1
yy
�
GUTTER
n
2, THE "H" DIMENSION SHOWN ON THE STANDARDS
TYPE
TO ABUTTING CONCRETE TO PREVENT
- - -d;;
: D F?,f ., ,a: LLt PEPTH A`' ali sle^. V-ai ;., „?R f, I. "*!. B A}.0+L, SO L.
AND SPECIFIED ON THE PLANS WILL BE
BARS A
BAR C2„
-
;t' SUBBASE
BARS C
BARS D
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
Ij
CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
-HARDWAl
z
BARS G
WEIGHT
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
_
CLOTHHOLE,
... 21" =x�E(?L" d I", _i0°'' bIJ'0 MATO.
No.
Un. Ft.
z
+
BARS F
WEEP
1
Ems..T:I , L:J. LF f _: _ Jt ,L4 Pi,A r! N,JL_
No.
Lin, Ft.
J 71.f S i� I ri - WITH N a3 I ri- rlE 3 k-t,F a
No.
SEE NOTE 8
I
I ..: "4 LL MAiFcf,1AL 14OE Lia 11 • ll CI ..
Lin. Ft.*
Lbs.
ao
2'-6"
__2q.
1.15
Lc-. I. _I,W. -r:FP', veli}; HF'GHF cf
-
-
L LDi1 MATERIAL 1 '_ 1 'F ILI 1 '''•v0., , Y HL PL+11NA1ED FCR'
STEPS:'SE -
1
!:i dir_T Q:'I J r,. T'�E"T Ir L. Y:'AL3 ..
3
3'-2"
NOTE 5IR,'
-
-
1 S ..
6
8" 2'-B.. F=
4:_
i
�s' AiIN. F PLAN - SECTION lil
10' MAX. 'MIN
[--A10 MAX' 1 KEYED CONST. JOINT
1 L-VARMABLE -.MAX. 20'
2`-'i0" 2" VIARPED
TTER
�2'-0" 8'. (v T-6" 8 3 p z. a� 21' BARS A APPROACH
g GUTTER
7 _ic
BARS G
E__
BARS�SEB roBARS E
1 )k3" DIAMETERBARS B
WEEP HOLE FRONT ELEVATION BARS F1-8 8 - - (GUTTER REMOVED) 1114-
I SECTION B
I 5X iy BENT PLATE -
SEC
8 "S�
1 R
TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. 2 XNIZz X/q
TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS, TYPE A \ GALVANIZED
TYPE B 1fz" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C.
CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C -C.
2"
APPR. PAVEMENT
DI -3A L DI -3B L DI -3C L5 --WARPED PAVEMENT
I� I�
nn lol�
FLOW i FLOW FLOW T-011
l J J DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
V®o r STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS
REFERENE
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE' MAXIMUM DEPTH (H) - 8- 233
104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
y4, 1
5
l -
/sI u
R
0°
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
GALVANIZED STEEL STEP
ST -1
44, GRADE 60, REINFORCING ROD ENCASED IN
A CORROSION RESISTANT RUBBER OR OTHER
MATERIAL APPROVED BY THE ENGINEER.
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)-
" CORROSION RESISTANT
MATERIAL
#4 REINFORCING ROD
CAL SECTION
MINIMUM OF 3" EMBEDMENT
ALUMINUM STEP
STANDARD STEP
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF
4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS.
ALL STEPS SHALL PROTRUDE 4 FROM INSIDE FACE OF
STRUCTURE WALL. /a
MAXIMUM STEP SPACING TO BE 16" C -C.
STEPS SHALI WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN
EXTENDED 4%z'FROM THE FACE OF THE SUPPORT.
STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY -SPACED
FOR THE ENTIRE DEPTH OF ANY STRUCTURE,
PLACE
IN PRE :AST UNITS STEPS MAY BE CAST
INTO HOLES IN PROVIDED BY THE FABRICATOR, OR DRIVEN. MORTARED
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND
SUBSTITUTE AND HAS
CERTIFIED TEST REPORTS OF THE PROPOSED
USE
'
FOR THE E
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER E U_ 0
OF SUCH STEPS.
ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP-RESiSTANT
SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH
ASTM 8221, ALLOY 6005 -TS.
THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE
UNIFORMLY COATED WITH A
BITUMINOUS,SOLVENT
TYPE, ASBESTOS
FILLED ALUMINUM PIGMENTED COATING ONFORMING TO FEDERAL
SPECIFICATION TC -C -00498A.
ROAD AND BRIDGE STANDARDS
REVISION DATE I SHEET 1 OF 1
106.09
DI -3q 3B, 3C
f
L
AREA OF
SLOT
FILL
3
GENERAL
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
7 mEfr !: PIPE L r'-. t , T -tib? .AlL I fl ':i f I -'., �T- IldrHiN Irit.
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
Aplr'1 F3.L .!EI ,6 ,_r +rt r. F"A"GY ,N.IEJ IN tHL r.--fAB-:E1 U'L'•ES_,
�dl t .1
yy
12" C -C TO BE PLACED IN ALL AREAS ADJACENT
:)TNLV 01 'if -:'.T 6 (, : 'i'r'.!:
THE EXPANSION JOINTS WILL APPLY ONLY TO
2, THE "H" DIMENSION SHOWN ON THE STANDARDS
TYPE
TO ABUTTING CONCRETE TO PREVENT
i
: D F?,f ., ,a: LLt PEPTH A`' ali sle^. V-ai ;., „?R f, I. "*!. B A}.0+L, SO L.
AND SPECIFIED ON THE PLANS WILL BE
BARS A
CIRCULAR PIPE
BARS 8
WITHOUT PIPES. THE AMOUNT DISPLACED
BARS C
BARS D
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
Ij
CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
BARS F
8,
BARS G
WEIGHT
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
Ft.
Ft.
... 21" =x�E(?L" d I", _i0°'' bIJ'0 MATO.
No.
Un. Ft.
MATi vIk ton OF rl Liil?::I i` FOR
Lin. Ft.(
No.
Ems..T:I , L:J. LF f _: _ Jt ,L4 Pi,A r! N,JL_
No.
Lin, Ft.
J 71.f S i� I ri - WITH N a3 I ri- rlE 3 k-t,F a
No.
Lin. Ft.*
I ..: "4 LL MAiFcf,1AL 14OE Lia 11 • ll CI ..
Lin. Ft.*
Lbs.
WE �.0:° -•t:YT
F ,�fTIC Is n
2'-6"
__2q.
1.15
Lc-. I. _I,W. -r:FP', veli}; HF'GHF cf
-
-
L LDi1 MATERIAL 1 '_ 1 'F ILI 1 '''•v0., , Y HL PL+11NA1ED FCR'
-
1
!:i dir_T Q:'I J r,. T'�E"T Ir L. Y:'AL3 ..
3
3'-2"
ELLIPTICAL PIPE
-
-
1 S ..
6
1'- "
22
9.
4'
,. Ir... RISF
2,59
5
EF C, I FF L la :l I t 'Yri IJ IJ -L E x T 11 ', TF- eL.
2
W-7" to W-10"
r i< sa t IES lh' t -
5'-7"
3
X IE '6IiF5,5 I� �6 - a G[ T'P
4
1'-6"
THC N L l r a€nl P- L EL7,11NAiED 470f,
1'-6"
4
r ri t �Fltf erl 1 Ff IO rf F Rf N O NCL IPE s F A 'F
_
64
IN. THE EVENT THE INVERT OF THE OUTFALL
I r s [, s F C jFH I F 1
2.75
3.02
M i 0-' NA,`:' Ib a L-10 OF `,s 1 i f -.JAI, FIR
3'-6"
6
rdr€ER:_ O., LF.;'„ PND
3
5'-7"
N':ICI-I Cl -.v_,, ;F. (_.,.,.
3'-2"
4
PIPE ARCH
3
11-6'-
I.
(3000 PSI), PRECAST CONCRETE IS TO BE
3.455
R= rs c 1.1t.f N r F
6
3.67
,. B- t PC- ) LE,. r :LL FIWE MAILKAL
5
5'-6'
10
15'-7" to Q' -II
3
12' V i F S''x J
3
3`-2"
1:3: WP.' .E. S, .. Ak: >IEn
5'-6"
3
tf I L } 1 IJ -PL L1 'L €a"Y DE LLIMIINiIrUl FCP
4
i'-0"
h i?RA.r F t Iil FhTHAAC,C. ,` C.?.
DI -3B
10"
I rf5 AND t,Iz fF , .VF IF1 sR LES.,
3.90
5
FOUILNq t,i"1LRIrL M %,` IN' LILJ Cf' :,LA I LAO`: L
14
6'-7" to W-10"
Fl, I TI NI-., r ( "N1:'.c.. L VS,I.IFr.r,._ .,c.R lj_-w . mh ,,
5'-7'°
3
N ..iv 11 OF *,fb 15 IR L S' ',.
4
;:r
3
1'-6"
Er�Y,t
INSTALLATION OF PIPE CULVERTS & STORK SEWERS
OMITTED (SEE DETAIL).
12'
5.50
4.34
GENERAL NOTES
9'-6"
:
6'-7" to W-10"
r I t1,,;N, ,r= L'1 I A I
5'-7°
C'.P L':;..,.
�••
DI -3q 3B, 3C
f
SPECIFICATION STANDARD CURB DROP INLET XVDOT
REFERENCE
ROAD AND BRIDGE STANDARDS
233 12" - 30" PIPE. MAXIMUM DEPTH (H) " 8' REVISION DATE I SHEET 2 OF 2
302 VIRGINIA DEPARTMENT OF TRANSPORTATION 704.10
DI -3.0., 3B, 3CEXPANSION KEYED
/•'FOR DETAILS OF .INLET JOINT --) CONrT. BARS
-FXPANSION JOINT 3'-{0" 1 / FRAI.AF R f'.(1VFR Y , :n, _
L
AREA OF
SLOT
FILL
CONCRETE
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
REINFORCING STEEL
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
45'
�dl t .1
yy
12" C -C TO BE PLACED IN ALL AREAS ADJACENT
--^I it 7.f_
THE EXPANSION JOINTS WILL APPLY ONLY TO
2, THE "H" DIMENSION SHOWN ON THE STANDARDS
TYPE
TO ABUTTING CONCRETE TO PREVENT
i
Concrete
AND SPECIFIED ON THE PLANS WILL BE
BARS A
SETTLEMENT.
BARS 8
WITHOUT PIPES. THE AMOUNT DISPLACED
BARS C
BARS D
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
BARS E
CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
BARS F
8,
BARS G
WEIGHT
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
Ft.
Ft.
Cu. Yds.
No.
Un. Ft.
No. I
Lin. Ft.(
No.
Lin. Ft. 1I['
No.
Lin, Ft.
No. Lin. Ft.'s(
No.
Lin. Ft.*
No.
Lin. Ft.*
Lbs.
DI -3A
2'-6"
__2q.
1.15
2.26
-
-
-
-
1
5'-7"
3
3'-2"
-
-
-
-
6
1'- "
22
9.
4'
1.83
2,59
5
T-6"
2
W-7" to W-10"
3
5'-7"
3
3'-2"
4
1'-6"
3
1'-6"
4
'- "
64
IN. THE EVENT THE INVERT OF THE OUTFALL
61
2.75
3.02
5
3'-6"
6
V-7" to 6'-10"
3
5'-7"
3
3'-2"
4
3'-6"
3
11-6'-
4
(3000 PSI), PRECAST CONCRETE IS TO BE
3.455
INLET IS TO BE SHAPED TO CONFORM TO
6
3.67
3,46
5
5'-6'
10
15'-7" to Q' -II
3
5'-7"
3
3`-2"
4
5'-6"
3
1'-6"
4
i'-0"
158
DI -3B
10"
4.58
3.90
5
T-6"
14
6'-7" to W-10"
3
5'-7'°
3
3'-2"
4
7'-6"
3
1'-6"
4
OR GREATER, FOR DETAILS SEE STANDARD ST -1.
OMITTED (SEE DETAIL).
12'
5.50
4.34
5
9'-6"
18
6'-7" to W-10"
3
5'-7°
3
3'-2"
4
9'-6"
3
i' 6"
4
1'
251
14'
6.42
4.76.
5
11'-6"
22
'_7" to W-10"
3
5'_7"
3
3`-2" 1
4
11'-6"
3
V-6"
4
i - Q.,
298
16'
7.33
5.22
5
13'-6"
26
6'-7" to 6'-10"
3
5'-7"
3
3'-2"
4
13'-6"
3
V-6"
4
1'-0"
345
18'
8.25
5.66
5
15°-6"
30
'-7" 6'-10"
3
5°-7"
3
3'-2"
4
15-6"
3
i'-6"
4
1'-0"
391
20'
9.17
6.09
5
17'-6"
34
6'-7" to 6'-10"
3
5°-7"
3
8-2"
4
17'-6"
3
1'-6"
4
1--()"
438
6'
2.75
3.01
/0
1'-9"
4
6'-7"' to 6,_10„
5
5'-7"
3
3-2°,
8
1'-9"
6
11-611
2
11-0-1
111
8'
3.67
3.45
10
2'-9"
8
W-7" to 6,-10"
5
5'-7"
3
3'-2"
8
2'-9"
6
1'-6"
2
1'-0"
158
1U
4.58
3.89
10
3'-9"
12
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
3'-9"
6
1-6"
2
1'-
205
12'
5.50
.33
10
4'-9"
16
'-7" 6'- 0"
5
5'-7"
3
3'-2"
B
4'-9"
6
1'-6"
2
-
52
01-3C
14'
6:42
4.77
10
5'-9"
20
6'-7" to W-10"
5
5'-7"
3
3'-2"
8
5'-9"
6
i'-6"
2
-
298
t6'
7.3.3
5.21
10
6'-9"
24
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
6'-9"
6
V-fi"
2
'-
345
18'
8.25
5.65
10.
7'-9"
28
6'-7" to 6,_10„
5
5'-7"
3
3'-2"
8
7-_ "
6
1'-6"
2
1'-
392
20'
9.17
6.09
10
8'-9"
32
6'-7" to W-10"
1 5
1 5'-7"
3
3'-2"
8
8'-9"
6
1'-6"
2
11-01-
439
SPECIFICATION STANDARD CURB DROP INLET XVDOT
REFERENCE
ROAD AND BRIDGE STANDARDS
233 12" - 30" PIPE. MAXIMUM DEPTH (H) " 8' REVISION DATE I SHEET 2 OF 2
302 VIRGINIA DEPARTMENT OF TRANSPORTATION 704.10
DI -3.0., 3B, 3CEXPANSION KEYED
/•'FOR DETAILS OF .INLET JOINT --) CONrT. BARS
-FXPANSION JOINT 3'-{0" 1 / FRAI.AF R f'.(1VFR Y , :n, _
PROJECTION OF PIPE ABOVE GROUND LINE
NOTES
FILL
CONCRETE
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
# 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
45'
�dl t .1
yy
12" C -C TO BE PLACED IN ALL AREAS ADJACENT
--^I it 7.f_
THE EXPANSION JOINTS WILL APPLY ONLY TO
2, THE "H" DIMENSION SHOWN ON THE STANDARDS
9_._..$ w ?1r`--' --'� g. M Tb,�F:i A•.
TO ABUTTING CONCRETE TO PREVENT
i
CURB AND GUTTER.
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
WITHOUT PIPES. THE AMOUNT DISPLACED
MEASURED FROM THE INVERT OF THE OUTFALL
�fw
��ri'•irir���rrr� r iori����rori•.���i•�i
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
16.
CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
PIPE TO THE TOP OF THE STRUCTURE.
8,
3" DIAMETER WEEP HOLE TO BE LOCATED TO
P IPE PROJECTION ABOVE GROUND LINE
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
PLAN 'i" DIMENSIONS ARE APPROXIMATE ONLY
TABLE OF
BRAIN SUBBASE MATERIAL. WEEP HOL WITH
..�
DISPLACED BY PIPESES MUST BE DEDUCTED TO
FOR ESTIMATING PURPOSES AND THE ACTUAL
s
.��aai:wwrww�ww•+Iwwrrw�wrw■��rww�■w�ww
12"X12" PLASTIC 4u MESH
��'
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIMENSIONS SHALL BE DETERMINED THE
_
0 GALVANIZED STEEL IRE M3NIM M WIRE
R AI_ W U
-�a�
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
E
NS
CONTRACTOR FROM FIELD CONDITIONS.
CONTRACTOR
BRICK
DIAMETER 0.03" NUMBER 4 MESH HARDWARE
MANHOLE
CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
CONCRETE
OF DEPTH.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
THOUSANDS
OF THE STRUCTURE.
CU. YARDS
`.
a'Y iiE`
TO BE SHAPED IN ACCORDANCE WITH STANDARD
6' MIN,
PLAN
17,
LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
IS -1. THE COST OF FURNISHING AND PLACING ALL
9.
ALL REINFORCING STEEL SHALL HAVE A MIN.
1.699
OF 2 IS TO BE L+16" AT 4.10 LBS./FT..
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
0.9
COVER OF 2".
1.961
5. IF BLOCKS ARE USED THE MINIMUM
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
1.0
0.785
18.
114 DENOTES LENGTH OF ONE (1) BAR.
8
10,,
ALL REINFORCING STEEL TO BE CUT CLEAR OF
OTHER THICKNESSES ARE TO CONFORM
IN. THE EVENT THE INVERT OF THE OUTFALL
STORM SEWERS i
- METHOD "A"
ALL
L OPENINGS BY 2".
1 9.
ALL REINFORCING BARS TO BE#5.
4. PIPE )S HIGHER THAN THE BOTTOM OF THE
1.4
0.785
2.747
CONCRETE.
STRUCTURE, THE INVERT OF THE STRUCTURE
11.
CAST -IN PLACE CONCRETE IS TO BE CLASS A3
20.
WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF
SHALL BE SHAPED WITH CEMENT MORTAR TO
-
(3000 PSI), PRECAST CONCRETE IS TO BE
3.455
INLET IS TO BE SHAPED TO CONFORM TO
PREVENT STANDING OR PONDING OF WATER
2.2
4000 PSI.
3.817
PROPOSED CURB.
IN THE STRUCTURE. THE COST OF FURNISHING
2.5
0.970
4.179
INVERT IS TO BE SHAPED IN
AND PLACING ALL. MATERIALS INCIDENTAL TO
12.
LENGTH OF SLOT (U WILL, IN EVERY CASE, BE
4.541
ACCORDANCE WITH STANDARD IS -1.
THE COST OF FURNISHING AND PLACING
THE SHAPING IS TO BE INCLUDED IN THE BID
3.1
SHOWN ON PLAINS.
4.903
ALL MATERIALS INCIDENTAL TO THE
PRICE FOR THE STRUCTURE.
3.4
0.970
5.265
SHAPING IS TO BE INCLUDED IN THE BID
13.
IF INLET IS CONSTRUCTED IN MEDIAN CURB OR
PRICE FOR THE STRUCTURE.
5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0`°
WITH INTEGRAL CURB, GUTTER IS TO BE
OR GREATER, FOR DETAILS SEE STANDARD ST -1.
OMITTED (SEE DETAIL).
6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE.
14,
STANDARD INLETS MAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DI -MB.
SPECIFICATION STANDARD CURB DROP INLET XVDOT
REFERENCE
ROAD AND BRIDGE STANDARDS
233 12" - 30" PIPE. MAXIMUM DEPTH (H) " 8' REVISION DATE I SHEET 2 OF 2
302 VIRGINIA DEPARTMENT OF TRANSPORTATION 704.10
DI -3.0., 3B, 3CEXPANSION KEYED
/•'FOR DETAILS OF .INLET JOINT --) CONrT. BARS
-FXPANSION JOINT 3'-{0" 1 / FRAI.AF R f'.(1VFR Y , :n, _
1
BAR 1 2"
SUBBASE
HARDWARE
CLOTH
r BPRS
F5/WEEP HOLE.
SEE NOTE 8
SECTION A -A
70 MAX.
f--AL-VARIABLE -MAX. 20' 10'MAX. /- KEYED CONST. JOINT
'�1 2,_10" 2" WARPED
`-2 0 8
I 8" 3' O" 2" GUTTER
B- - x APPROACH
I iv i'�S A GUTTER
0 A -
BARS G'
I BARS F BARS E La. --B N
1 #3" DIAMETER ° BARS E
WEEP HOLE F
BARS B
FRONT ELEVATION " r -s•' s"
R ON a
I BARS F
(GUTTER REMOVED
1'/4"
5Xf/4" BENT PLATE I^ = SECTION B -B
8.. 8.,
' I �
a
/4
R
TYPE A NOSE DETAIL SHALL 8E USED WITH CG -3 & CG -7 STANDARDS. v L2/2X2/z x/4
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH C -2 & CG -6 STANDARDS
G
- TYPE A TYPE B %z" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON A7 2'C -C.
CONNECTORS AND IS TO BE ANCHORED WITH� X 4" STUD SHEAR
/z
NOSE DETAILS
E LS
WELDED TO BENT PLATE AT2 C -f .. 2„
APPR.PAVEMENT
DI -3A L L _ DI -36 L DI -3C L F -WARPED PAVEMENT
FLOW FLOW FLOW
1 1
1
D iAl
E L WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
ZvraOr STANDARD CURB DROP INLET SPECIFICATION
ROADANDBRIDGE STANDARDS REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE) MAXIMUM DEPTH (H) • 8' 233
104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
SEE STANDARAD SL -t FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH -1 NOTE=
FRAME & COVER THE TOP Of MASONRY IS BE LEFT
i SUFFICIENTLY LOW TO PERMIT
T PROPER
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
1 01BRICK AS DIRECTED BY THE ENGINEER.
Ai
0
0
w
ow
ST -1 '
6�A
DIAMETER = 41-811+ (2 x WALL THICKNESS)
SECTION B -B
BRICK CONCRETE OR
CONCRETE BLOCK
HALF PLAN VIEW
SECTION WHEN APPROVED BY
THE ENGINEER.
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
MH -1
B
PROJECTION OF PIPE ABOVE GROUND LINE
BRICK
FILL
CONCRETE
i 1
� I IN k
�
2
� r� ! :�: ,� r � , r �) I T,. 3I•
q5"
L r t
- ..
r
1 II.. ill a r � !i-7 r . I_ i'-
._.
� I
-)a I, ::f I 1! `�; f. r r �tTl'. ! 1�1;r
w
NOTES:
45'
�dl t .1
yy
vI
--^I it 7.f_
..iF........ T - .. _ ?_
:I1z
`k' ......g#...':' f /
9_._..$ w ?1r`--' --'� g. M Tb,�F:i A•.
i
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
�fw
��ri'•irir���rrr� r iori����rori•.���i•�i
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
FOUNDAT(OI'd SOFT, YIELDING, OR
,
OTHERWISE UNSUITABLE MATERIAL.
`
P IPE PROJECTION ABOVE GROUND LINE
OBTAIN TRUE QUANTITIES.
■■■■■ ■■ a ■ ■■■■■ ■■■ ■■■■ i
TABLE OF
i
..�
�
s
s
.��aai:wwrww�ww•+Iwwrrw�wrw■��rww�■w�ww
A
��'
2. A BASE THICKNESS OF 9" WAS USED IN
DEPTH
_
MANHOLE
-�a�
COMPUTING CONCRETE QUANTITIES.
1
I t. h H, l:T
BRICK
MANHOLE
3.INCREMENTS TO BE ADDED FOR EACH
CONCRETE
CONCRETE
ADDITIONAL FOOT OF DEPTH.
FEET
THOUSANDS
CU. YARDS
CU. YARDS
`.
a'Y iiE`
4
6' MIN,
PLAN
r TII a TIt< Lc „'E
G If Ct
f
4• MATERIALS MAY BE BRICK, CONCRETE OR
MIN.
1
BAR 1 2"
SUBBASE
HARDWARE
CLOTH
r BPRS
F5/WEEP HOLE.
SEE NOTE 8
SECTION A -A
70 MAX.
f--AL-VARIABLE -MAX. 20' 10'MAX. /- KEYED CONST. JOINT
'�1 2,_10" 2" WARPED
`-2 0 8
I 8" 3' O" 2" GUTTER
B- - x APPROACH
I iv i'�S A GUTTER
0 A -
BARS G'
I BARS F BARS E La. --B N
1 #3" DIAMETER ° BARS E
WEEP HOLE F
BARS B
FRONT ELEVATION " r -s•' s"
R ON a
I BARS F
(GUTTER REMOVED
1'/4"
5Xf/4" BENT PLATE I^ = SECTION B -B
8.. 8.,
' I �
a
/4
R
TYPE A NOSE DETAIL SHALL 8E USED WITH CG -3 & CG -7 STANDARDS. v L2/2X2/z x/4
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH C -2 & CG -6 STANDARDS
G
- TYPE A TYPE B %z" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON A7 2'C -C.
CONNECTORS AND IS TO BE ANCHORED WITH� X 4" STUD SHEAR
/z
NOSE DETAILS
E LS
WELDED TO BENT PLATE AT2 C -f .. 2„
APPR.PAVEMENT
DI -3A L L _ DI -36 L DI -3C L F -WARPED PAVEMENT
FLOW FLOW FLOW
1 1
1
D iAl
E L WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
ZvraOr STANDARD CURB DROP INLET SPECIFICATION
ROADANDBRIDGE STANDARDS REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE) MAXIMUM DEPTH (H) • 8' 233
104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
SEE STANDARAD SL -t FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH -1 NOTE=
FRAME & COVER THE TOP Of MASONRY IS BE LEFT
i SUFFICIENTLY LOW TO PERMIT
T PROPER
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
1 01BRICK AS DIRECTED BY THE ENGINEER.
Ai
0
0
w
ow
ST -1 '
6�A
DIAMETER = 41-811+ (2 x WALL THICKNESS)
SECTION B -B
BRICK CONCRETE OR
CONCRETE BLOCK
HALF PLAN VIEW
SECTION WHEN APPROVED BY
THE ENGINEER.
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
MH -1
B
SPECIFICATION - 1vooT
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
106.01
9 ---------v_
i
/;.
SHAPE TO ELEVATION
�./ OF MIDPOINT OF
LARGEST PIPE.
SHAPE TO
. � CONTOUR I I
/�• OF PIPE
I
I I
))lIlfIIllIll�l,
.-; 9 SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
TRANSITION BETWEEN
METHOD OF TREATMENT IN DRO I
PPE DIAMETERS WHEN P INLETS
TS
L
DIFFERENT FEREN I OF
PIPES ARE ENCOUNTERED. n
\ � j
i
Y
NOTES \
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IST T P IFI
0 APPLY TO HOSE STRUCTURES S EC EDSLOPE DRAW
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , ` TO INVERR T OF
STRUCTURE. OUTLET PIPE
/
MANHOLEDROP INLET TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING A5 DETAILED HEREON IS TO CONSIOF AST V T D N NSS A3O
PORTLAND CEMENT CONCRETE MIX CONFORMING G CLASS B OR
1r
GLASS 4" IN
IAM THAT 25X OF COARSE AGGREGATE MAY 6E + /
UP TO 4' IN DIMIETER AND CONSIST OF STONE, BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHALL BE LEFT SMOOTH BY MEANS OF HANG TROWELLING. NONE 11'
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
4
S 0 INVERT SHAPING '
PURPOSES
F AS SHOWN HEREON ARE FOR EXAMPLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -'
i UALLY TO BEST FIT THE
INDIVIDUALLY E PARTICULARINLET 0
CONFIGURATION AND FLOW LINES. NLE AND OUTLET
SECTION B -B
PLAN
METHOD OF TREATMENT IN MANHOLES
`vmT SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
MH -IA NOTTHE LES:
V.D,G.T. ARE OPTIONAL,
1'-9%j' DIA IF USED THE LETTERS ARE TO BE
CAST IN THE DEPRESSION IN TOP OF
V2" COVER 1" WIDE AND RAISED %" HIGH
X /.
-� FINiCHFft A J
SECTION A -A
LETTERING
OPTIONAL
APPROXIMATE WEIGHT
CAST IRON
FRAME 174 ± 9 LBS.
COVER 137 ± 7 LBS.
11
r+mmlmlmlml
■ . ■ ■u ■:
(r 4i !•
J-
�
TOP
A I
23}'4" DIA
22" DIA
x 7
20%z" DIA.' %p" SLO"T
_ O
I
q"
V -75A" DIA
22" DIA. �I,E 5" # 1'-9'4' DIA
j" 1 -mss
SECTION B -B BOTTOM
SPECIFICATION
ROAD AND RIDGRGEE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 1 OF 1 REVISION DATE 224
106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
R= NO
PROJECTION OF PIPE ABOVE GROUND LINE
BRICK
FILL
CONCRETE
i 1
� I IN k
�
2
� r� ! :�: ,� r � , r �) I T,. 3I•
q5"
L r t
- ..
r
1 II.. ill a r � !i-7 r . I_ i'-
._.
� I
-)a I, ::f I 1! `�; f. r r �tTl'. ! 1�1;r
'AA-11Te-{
NOTES:
45'
�dl t .1
yy
- ,'1 )s.:z--'� I�
l� k � Y
--^I it 7.f_
..iF........ T - .. _ ?_
:I1z
`k' ......g#...':' f /
9_._..$ w ?1r`--' --'� g. M Tb,�F:i A•.
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
NORMAL. EARTH FOUNDATION
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
FOUNDAT(OI'd SOFT, YIELDING, OR
BY PIPES MUST BE DEDUCTED TO
OTHERWISE UNSUITABLE MATERIAL.
`
P IPE PROJECTION ABOVE GROUND LINE
OBTAIN TRUE QUANTITIES.
rI:,-
F :" c-(...
TABLE OF
QUANTITIES
Q
..�
s
9P r
3 f
I
A
r
2. A BASE THICKNESS OF 9" WAS USED IN
DEPTH
BRICK
MANHOLE
CONCRETE
COMPUTING CONCRETE QUANTITIES.
1
I t. h H, l:T
BRICK
MANHOLE
3.INCREMENTS TO BE ADDED FOR EACH
CONCRETE
CONCRETE
ADDITIONAL FOOT OF DEPTH.
FEET
THOUSANDS
CU. YARDS
CU. YARDS
`.
a'Y iiE`
4
0.5
0.7851.437
r TII a TIt< Lc „'E
G If Ct
f
4• MATERIALS MAY BE BRICK, CONCRETE OR
5
Q.7
0.785
1.699
PPPROVED CONCRETE MANHOLE BLOCK.
6
0.9
0.785
1.961
5. IF BLOCKS ARE USED THE MINIMUM
7
1.0
0.785
2.223
THICKNESS OF SAME IS TO BE 5".
8
1.2
OTHER THICKNESSES ARE TO CONFORM
INSTALL, OF PIPE CULVERTS AND
�:IRCa PIPE BEDDINC AND BACKFILL
STORM SEWERS i
- METHOD "A"
0.785
2.485
TO WALL THICKNESS SHOWN FOR
9
1.4
0.785
2.747
CONCRETE.
10
1.6
0.785
3.009
6. ALL CONCRETE TO BE CLASS A3.
11
1.9
0.970-
3.455
12
2.2
0.970
3.817
7. WHEN SPECIFIED ON PLANS THE
13
2.5
0.970
4.179
INVERT IS TO BE SHAPED IN
14
2.80.970
4.541
ACCORDANCE WITH STANDARD IS -1.
THE COST OF FURNISHING AND PLACING
15
3.1
0.970
4.903
ALL MATERIALS INCIDENTAL TO THE
16
3.4
0.970
5.265
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
SPECIFICATION - 1vooT
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
106.01
9 ---------v_
i
/;.
SHAPE TO ELEVATION
�./ OF MIDPOINT OF
LARGEST PIPE.
SHAPE TO
. � CONTOUR I I
/�• OF PIPE
I
I I
))lIlfIIllIll�l,
.-; 9 SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
TRANSITION BETWEEN
METHOD OF TREATMENT IN DRO I
PPE DIAMETERS WHEN P INLETS
TS
L
DIFFERENT FEREN I OF
PIPES ARE ENCOUNTERED. n
\ � j
i
Y
NOTES \
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IST T P IFI
0 APPLY TO HOSE STRUCTURES S EC EDSLOPE DRAW
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , ` TO INVERR T OF
STRUCTURE. OUTLET PIPE
/
MANHOLEDROP INLET TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING A5 DETAILED HEREON IS TO CONSIOF AST V T D N NSS A3O
PORTLAND CEMENT CONCRETE MIX CONFORMING G CLASS B OR
1r
GLASS 4" IN
IAM THAT 25X OF COARSE AGGREGATE MAY 6E + /
UP TO 4' IN DIMIETER AND CONSIST OF STONE, BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHALL BE LEFT SMOOTH BY MEANS OF HANG TROWELLING. NONE 11'
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
4
S 0 INVERT SHAPING '
PURPOSES
F AS SHOWN HEREON ARE FOR EXAMPLE
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -'
i UALLY TO BEST FIT THE
INDIVIDUALLY E PARTICULARINLET 0
CONFIGURATION AND FLOW LINES. NLE AND OUTLET
SECTION B -B
PLAN
METHOD OF TREATMENT IN MANHOLES
`vmT SPECIFICATION
ROAD AND BRIDGE STANDARDS
STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
MH -IA NOTTHE LES:
V.D,G.T. ARE OPTIONAL,
1'-9%j' DIA IF USED THE LETTERS ARE TO BE
CAST IN THE DEPRESSION IN TOP OF
V2" COVER 1" WIDE AND RAISED %" HIGH
X /.
-� FINiCHFft A J
SECTION A -A
LETTERING
OPTIONAL
APPROXIMATE WEIGHT
CAST IRON
FRAME 174 ± 9 LBS.
COVER 137 ± 7 LBS.
11
r+mmlmlmlml
■ . ■ ■u ■:
(r 4i !•
J-
�
TOP
A I
23}'4" DIA
22" DIA
x 7
20%z" DIA.' %p" SLO"T
_ O
I
q"
V -75A" DIA
22" DIA. �I,E 5" # 1'-9'4' DIA
j" 1 -mss
SECTION B -B BOTTOM
SPECIFICATION
ROAD AND RIDGRGEE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 1 OF 1 REVISION DATE 224
106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
R= NO
PROJECTION OF PIPE ABOVE GROUND LINE
OF kll
FILL
` W,
i 1
� I IN k
�
2
� r� ! :�: ,� r � , r �) I T,. 3I•
q5"
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1 II.. ill a r � !i-7 r . I_ i'-
._.
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..iF........ T - .. _ ?_
:I1z
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9_._..$ w ?1r`--' --'� g. M Tb,�F:i A•.
PF
NORMAL. EARTH FOUNDATION
tra C,', MAX, r+,
ROCK F OUNDAT01``-1
FOUNDAT(OI'd SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL.
`
P IPE PROJECTION ABOVE GROUND LINE
rI:,-
F :" c-(...
'N .':: r: i
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OTHERWISE UNSUITABLE MATERIAL
Ac'.. N E I?NH.
H OF I.L `L FRILTL
P EI L.
`.
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AND o=:i;:;GE
«I.'::; ,^' crc;I::F } ADAR ,
INSTALL, OF PIPE CULVERTS AND
�:IRCa PIPE BEDDINC AND BACKFILL
STORM SEWERS i
- METHOD "A"
:.£T 1 l:r
F DriTE
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TREE COVER
CALCULATIONS
*per Sec. 32.7.9.6
REQUIRED
REQUIREMENT
CALCULATIONS
REQUIRED
PROVIDED
MINIMUM OF TEN PERCENT ('10% ) OF
14.43 ACRES * .1 = 1.443 ACRES
CONTINUOUS PARKING
TREE SAVE AREA
THE DEVELOPED SITE TO BE COVERED
1.443 AC = 62,857.08 SF
62,857.08 SF
3.5 ACRES
BY TREE CANOPY
TREES PLANTED FIFTEEN (15) FEET
PERIMETER.
PERIMETER.
r
PARKING SCREENING REQUIREMENTS
*per Sec. 32.7.9.7
REQUIREMENT
CALCULATIONS
REQUIRED
PROVIDED
SCREENING PARKING FROM OTHER
REQUIREMENT
CALCULATIONS
RESIDENTIAL AREAS: DOUBLE
CONTINUOUS PARKING
CONTINUOUS PARKING
ONE (1) LARGE OR MEDIUM SHADE
STAGGERED ROW OF EVERGREEN
SCREENING AROUND THE
SCREENING AROUND THE
TREES PLANTED FIFTEEN (15) FEET
PERIMETER.
PERIMETER.
N/A
O.C. OR DOUBLE STAGGERED ROW OF
55.8 LARGE OR MEDIUM TREES
EVERGREEN SHRUBS PLANTED TEN
(10) FEET O.C.
INTERIOR
PARKING LOT
REQUIREMENTS
*per Sec. 32.7.9.6
REQUIREMENT
CALCULATIONS
REQUIRED
PROVIDED
ONE (1) LARGE OR MEDIUM SHADE
558 PARKING SPACES /
TREE PER 10 PARKING SPACES
10 PER SPACE =
56 TREES
56 TREES
55.8 LARGE OR MEDIUM TREES
j,
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Lie. No. 1628
12/28/2018
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3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUB
12 GAUGE GALVAN
ALLOW FOR SLIGHT N
3 2x2 HARDWOO
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FRi
AND OUTSIDE OF
SET ROOTBALL FLUSH TO
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER TI
THE ROOTBALL'
ROOTFLARE SHALL
ABOVE FINISH
PRUNE
1:1 SLOPE O�
PLAN'
SCARIFY SIDES BEFORE
PLACE RO(
UNEXCAVATED OR TAI
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP %3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUTAWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP % OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
ROOT BALL
12 GAUGE GALVANIZED WIRE
�--- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PLANT SCHEDULE
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TREES QTY BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
ACE RUB 15 ACE:R RUBRUM 'AUTUMN GLORY'
AUTUMN GLORY MAPLE
10' HT.
B&B
COR FLO 17 CORNUS FLORIDA'WHITE CLOUD'
WHITE CLOUD DOGWOOD
T-8' HT.
B&B
LAG NAT 22 LAGIERSTROEMIA X'NATCHEZ'
CRAPE MYRTLE
7' HT.
B&B
QUE PHE 3 QUERCUS PHELLOS
WILLOW OAK
10' HT.
B&B
vAr
1�0
'ALT
F BEALEY,
ILic. No. 1628
12/28/20
GENERAL NOTES
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PRE -CONSTRUCTION
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"MISS
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• CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY" AT
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1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE3:E
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
°G
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
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BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
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BE VERIFIED PRIOR TO BIDDING.
L
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
z.54
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VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
- > x
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
O 3:u-
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
v - �i_lo
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
C:)
U ��
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
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TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
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• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
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AND CONTRACT SPECIFICATIONS.
o -i
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
vi
CONSTRUCTION/INSTALLATION
O
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
p
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
z
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
o
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
>
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
H
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
v
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
Q
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
p
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
H
>
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE (GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL (NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY i
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCL)PANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
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DATE
12/28/2018
DRAWN BY
E. JAVAHERI
DESIGNED BY
E. JAVAHERI
CHECKED BY
N. BEASLEY
SCALE
1" = 50'
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