HomeMy WebLinkAboutSDP201100079 Letter of Revision Letter of Revision 2 2020-01-27IL
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SITE SPECIFIC DEMOLITION NOTES:
DN-1 CONTRACTOR TO REMOVE EXISTING TREES/SHRUBS.
DN-2 CONTRACTOR TO COORDINATE RELOCATION OF EXISTING MARY STATUE. (SEE APPROXIMATE
LOCATION ON SITE PLAN BELOW.)
DN-3 CONTRACTOR TO REMOVE/REPLACE SIDEWALK, CURB, PAVEMENT, ETC. WITHIN DOTTED HATCH
AREA IN ORDER TO INSTALL PORCH AND UTILITY CONNECTIONS.
• ±192 FT. OF CURB
* ±1,310 FT2 OF CONCRETE SIDEWALK
• ±2,080 FT2 OF STANDARD DUTY PAVEMENT
DN-4 CONTRACTOR SHALL PROVIDE NEAT, VERTICAL SAW CUT WHERE NEW CONSTRUCTION JOINS THE
EXISTING AS NOTED ON PLANS.
THIS ITEM MAY BE PRECAST
4"-► OR CAST IN PLACE.
CONCRETE IS TO BE CLASS A3 IF
2"R CAST IN PLACE, 4000 PSI IF
PRECAST.
U.
jSURFACE
00
/';.,.......•.':.;, BASE
SUBBASE
6"
* THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (211' DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH
THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
■
NOT TO SCALE
2" TYPE SM-9.5A BITUMINOUS
CONCRETE WEAR COURSE
8" TYPE 21-B AGGREGATE
BASE MATERIAL
�-SUBGRADE TO BE COMPACTED
TO 95% STANDARD PROCTOR
STANDARD DUTY PAVEMENT
(NOT TO SCALE(
NOTE: PAVEMENT SECTION BASE TO BE VERIFIED BY SOIL TESTING,
PRIOR TO CONSTRUCTION.
NOTE:
INJECTION MOLDED FITTING ARE AVAILABLE
IN TEES, WYES. REDUCERS, 45° BENDS AND
BELUBELL COUPLERS.
WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST)
FITTINGS ARE ALSO AVAILABLE.
NYLOP 1a :LEAN UT END CAT'
ADJUST GRADE PER ENGINEERS
PLAN
'�INISTiFD GRADE �
DO!VNSPOUT ADAPTER
INS-RT_D iN R'.SFR
PIPE
I
49
mulch
flag pole
O
�`'.. I4R mulch
ElI.
F1 � a
FINISHED FLOOR
ELEVATION HELD AS
THE BENCHMARK
500. 0,
6 x6" 10/10 W.W.M. WITH
2" MINIMUM COVER LIGHT BROOM FINISH EXPANSION JOINTS
UNLESS OTHERWISE STATED
CONSTRUCTION JOINT
MAX. CROSS SLOPE 1/4" : 1
MIN. CROSS SLOPE 1.0%
ed a ' e a a'' e • ° " < ' d ., ° 3000 P.S.I. CONCRETE
ifl ° ;0 eF "7 ° AT 28 DAYS
e a
COMPACTED AGGREGATE
BASE VDOT #21A
COMPACTED SUBGRADE
TO 9S% (STD. PROCTOR)
TRANSVERSE EXPe"''
CON]
SEE PL,
BL, LDING
FACE
{ NIFCTIONMOLDFD .
VVT rFE �
INSERT NJFCTION P OLDED.
G?>CETFD SPIGOT BY
N L.L. REWCER 'NJEC IC\ 'b.
. NIOLDED W�
GASKETED 90'F-FND
CONNECTION
- NJEC -ION MOLDED - FIDPE PIPE (TYP)
ry'T TEE
2 FORMATTING UPDATES AND RENAME. TJR 910TI1B
-A-1- vG. REV. DESCRIPTION BY ,,..D"Y U."D I
VANCED DRAINAGE SYSTEMS, INC. ('ADS') HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS. THIS �Tir
RAMNG 15 INTENDED To DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN
SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THETHE NSTALtATRA ON DETAILS ROOF DIN a6ao TRDEMAN a�w
EVIEWETHESE DETAILS PRIOR TOR CONSTRUCTION.. IT IS THE DESIGN ENGINEERS R'ESPONSIUKM TO ENS UREECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PRWECTDESIGNTHE DETAILS � SHALL
(TEECLEANOOT) toaeaeo�-' H:LIURD, 0HI0 6OVIDED HEREIN MEE-rS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE GRAw',NG NUh16ER: STD-1002 StAOG uIC+
AILS PRCVIOED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.
EXPANSION JOINT WHERE
WALK ABUTS CURB, PAVEMENT
OR STEPS
IANSVERSE CONTRACTION
II NT
5'-0" 40'-0" OR MATCH JOINTS OF
TYP. CURB WHEN ADJACENT
PARTIAL PLAN
WALK WIDTH LONGITUDINAL CONTRACTION JOINT
< 5'-11" NONE
V-0" - T-1 V ONE ALONG WALK AT CENTERLINE
V-1)" - 12'_0" TWO ALONG WALK AT THIRD POINTS
CONCRETE1 AL 'FAIL
(NOT TO SCALE)
NOTE: PAVEMENT SECTION TO BE VERIFIED BY SOIL TESTING
PRIOR TO CONSTRUCTION,
2" HARDWOOD STAKE
\NIZED WIRE GUY
-R HOSE
PING
V�BURLAP FROM
3 OF BALL
)DED HARDWOOD BARK
I 3" MIN.)
1 SAUCER AROUND TREE
30" MIN.
6" MIN.
�- TWICE BALL DIAMETER L'
TAIL, TREE PLANTING® UP TO 4" CALIPER
asphalt' j
pavement- K
i
*b ��� 00
<�/Y mulch &
groundcover 6)
,X
PAVEMENT TO BE REPLACED
TO INSTALL ROOF DRAIN
CONNECTION
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TOPOGRAPHY CERTIFICATION:
THIS PARTIAL TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND
RESPONSIBLE CHARGE OF ALAN CLEMONS, FROM AN ACTUAL GROUND SURVEY MADE
UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED
DECEMBER, 2019 AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING
METADATA MEETS THE MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
10 0 5 10 20
497.35(ME)
4 a
'Fs
( IN FEET)
1 inch = 10ft.
1 `r
_ APPROXIMATE LOCATION OFSTATUE
t�
CONOTRACTOR CATED TOYVERIFY WITH OWNER
/ ' \(TT \
L \ �
mulch
asphaltpavement> D.
/ z� yab
t
^ ..{1Y flag pole \" ��t f 57' ROOF DRAIN COLLECTOR I I yl i �8ej
.' - ( /
34' ROOF DRAIN COLLECTOR 0 FC:497.45(ME) ; 6" ADS N12 0 3.0%
FC:497.58(ME) BC:497.95(ME) / t /
6' ADS N12 ®3.0% � e,
BC:498.08(ME) l I /
GO -I a0i 00l G07 GOl GO ®� GOl GOl
INV=495.64 INV=494.71
GO1
1
G497.1O(ME) R10.0 I ® ® ® ®I : q97 68 / ' i / mulch
FC&
FC:497.79 I mulch BC:498.18 /' groundcover
BC:497.60(ME) BC:498.29
FC:498.00FC:498.11 I BC:498.42 BC:497.57(ME)
�- CG-2 (TYP) BC:498.50 I
BC:498.61 / 497.57(ME) /
(HIGH POINT) Fc• 4Q7 F)F �,
CLEANOUT TEE (TYP. 3 PLACES)51
Q• a� , s
7•-9,9 499 • a •L4 6
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\ ' Y
��'� ��'.,..� `"-"`"�j ���'S� �•� SEE ARCHITECTURAL
'I PLANS
49908
499.08 t7 499.08 o
yam. F'ti 499.08 rt 4 j!�. �(D�
a '499.24 yt� .n.
499.24 jv . .
L6 v LOD
'°A INV=497.5
499.24
INV=49 5� 499.24 a
NOTES: ® 499.42 499.42 0
1. PROPOSED BUILDING AND COLUMN LOCATIONS SHOWN ARE APPROXIMATE;
REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS. "
u
2. WHERE PAVEMENT MUST BE REPLACED FOR ROOF DRAIN COLLECTOR, a
INSTALLATION, PROVIDE A SAW -CUT EDGE ADJACENT PAVEMENT TO
REMAIN; NEW PAVEMENT SHALL MATCH EXISTING PAVEMENT SECTION.
3. SEE ARCHITECTURAL PLANS FOR DEMOLITION NOTES AND DETAILS,"' d 4 0
a
INCLUDING DIRECTION FOR LANDSCAPING AND SITE APPURTENANCES.: o
4. ADS ROOF DRAIN CLEANOUTS TO BE ADJUSTED TO GRADE. �£ a� LIMITS OF DISTURBANCE
5. KD-KOUSA DOGWOOD (2) MIN. 2" CALIPER AT PLANTING. 5 000-SF
LOD LOD '
FFE: 500.0'
VERTICAL ELEVATION REFERENCE
EXISTING DI-3B
DEPTH=7.5'
CONNECT ADS N12 ROOF COLLECTOR PIPE 3.5' FROM RIM (493.0)
REPLACE PAVEMENT TO INSTALL AS REQUIRED
/ Tti4i
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Submittal Type
Reviewed and Approved by the
Co. imunity Development Department
Date
10
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Sig at re
GRAPHIC SCALE
10 0 5 10 20
( IN FEET)
1 inch = 1 Oft.
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DESIGN GROUP
ENGINEERS • SURVEYORS
PLANNERS 0 LANDSCAPE ARCHITECTS
2122 Carolina Ave, SW
Roanoke, VA 24014
Ph: 540-387-1 153
Fax: 540-389-5767
1915-B W. Cary Street
Richmond, VA 23220
Phone:804-358-2947
Fax:804-359-9645
www.parkerdg.com
These documents are the property of Parker
Design Group(PDG) and may not be reproduced
or used without the express permission of PDG.
Any reuse of these documents without
authorization of PDG will be at the sole risk of
the individual or entity utilizing said documents.
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•
REVISIONS
DESIGNED BY:
CEP/JDE
DRAWN BY:
CEP/JMD
CHECKED BY:
ME
SCALE:
ill = 10,
DATE:
JANUARY 03, 2020
PROJECT NUMBER:
19-0244
SHEET TITLE:
iT PLAN