HomeMy WebLinkAboutSDP201100079 Plan - Revision 2020-01-07EXISTING CONDITIONS & DEMOLITION PLAN
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PAVEMENT TO BE REPLACED
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TO INSTALL ROOF DRAIN
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DESIGNU GROUP
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ENGINEERS
PLANNERS • LANDSCAPE ARCHITECTS
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2122 Carolina Ave, SW
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SITE LOCATION
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Roanoke, VA 240140
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Ph: 540-387-1 153
Fax: 540-389-5767
1915-13 W. Cary Street
Richmond, VA 23220
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mulch &
Phone: 804-358-2947
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Fax: 804-359-9645
www.parkerdg.com
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These documents are the property of Parker
Design Group(PDG) and may not be reproduced
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authorization of PDGill be at the sole risk of
the individual or entityutilizingsaid documents.
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TOPOGRAPHY
CERTIFICATION:
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THIS PARTIAL TOPOGRAPHIC
RESPONSIBLE CHARGE
SURVEY WAS COMPLETED UNDER THE DIRECT AND
OF ALAN CLEMONS, FROM AN ACTUAL GROUND SURVEY MADE
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UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED
DECEMBER, 2019
AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING
Retirement Community
METADATA MEETS
THE MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
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SITE SPECIFIC DEMOLITION NOTES:
DN-1 CONTRACTOR TO REMOVE EXISTING TREES/SHRUBS.
SIT LOCATION
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DN-2 CONTRACTOR TO COORDINATE RELOCATION OF EXISTING MARY STATUE. (SEE APPROXIMATE
LOCATION ON SITE PLAN BELOW.)
GRAPHIC SCALE
(SDP201100079 APPROVED LOR)
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DN-3 CONTRACTOR TO REMOVE/REPLACE SIDEWALK, CURB, PAVEMENT, ETC. WITHIN DOTTED HATCH
AREA IN ORDER TO INSTALL PORCH AND UTILITY CONNECTIONS.
10 0 5 10 20
• ±192 FT. OF CURB
• ±1,310 FT2 OF CONCRETE SIDEWALK
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• ±2,080 FT2 OF STANDARD DUTY PAVEMENT
DN-4 CONTRACTOR SHALL PROVIDE NEAT, VERTICAL SAW CUT WHERE
NEW CONSTRUCTION JOINS THE
FINISHED FLOOR
ELEVATION HELD AS
(IN FEET)
1 inch = 10ft.
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EXISTING AS NOTED ON PLANS.
THE BENCHMARK
500.0'
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6"x6" 10/10 W.W.M. WITH
THIS ITEM MAY BE PRECAST
4" OR CAST IN PLACE.
CONCRETE IS TO BE CLASS A3 IF
CAST IN PLACE, 4000 PSI IF
2" MINIMUM COVER
CONSTRUCTION JOINT
LIGHT BROOM FINISH
UNLESS OTHERWISE STATED EXPANSION JOINTS
MAX. CROSS SLOPE 1/4" : 1
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PRECAST.
MIN. CROSS SLOPE 1.0%
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COMPACTED AGGREGATE
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BASE VDOT #21A
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APPROXIMATE
LOCATION OF
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SECTION
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RELOCATED MARY STATUE
CONTRACTOR TO VERIFY WITH OWNER
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SUBGRADE
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TO 95% (STD. PROCTOR)
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TRANSVERSE EXPANSION JOINT
EXPANSION JOINT WHERE
WALK ABUTS CURB, PAVEMENT
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SUBBASE
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LONGITUDINAL
OR STEPS
TRANSVERSE CONTRACTION
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CONTRACTION JOINT
JOINT
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* THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
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(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH
THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
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OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
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57' ROOF DRAIN COLLECTOR
6" ADS N12 ® 3.0%
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STANDARD CG-2
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FC: 497.45(ME)
FC:497.58(ME) 34' ROOF DRAIN COLLECTOR BC: 497.95(ME)
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NOT TO SCALE
SEE PLANS
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6" ADS N12 ® 3.0�LU
BC:498.08(ME) 40l � 401 � 0
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INV=495.64 INV=494.71
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R10.0
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WGC
2" TYPE SM-9.5A BITUMINOUS
CONCRETE WEAR COURSE
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FC: 497.10 ME I
BC:497.60 ME � FC:497.79 I mulch
FC: 497.68
BC:498.18
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8" TYPE 21-B AGGREGATE
BASE MATERIAL
5'-0"
40'-0" OR MATCH JOINTS OF
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BC: 498.29
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FC:498.00
FC: 497.07(ME)
BC:497.57(ME)
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TYP.
CURB WHEN ADJACENT
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CG-2 TYP FC:498.11 I BC:498.42
( ) BC: 498.50 I
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BC: 498.61
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FC:497.56
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REVISIONS
LONGITUDINAL CONTRACTION JOINT
�62' ROOF DRAIN COLLECTOR I A� d /�' // �' ,�'
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WALK WIDTH
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R27.0
SUBGRADE TO BE COMPACTED
TO STANDARD PROCTOR
NONE
6'-0" - 7'-11" ONE ALONG WALK AT CENTERLINE
8'-0" 12'-0" TWO ALONG WALK AT THIRD POINTS
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BC:498.22 I 62' ROOF DRAIN COLLECTOR I 498.47
FC: 498.47 6" ADS N12 ®4FC :
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BC: 498.47
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CONCRETE SIDEWALK DETAIL\\
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BC:498.93 I I BC:498.90
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6.0,
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498.17
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STANDARD DUTY PAVEMENT
(NOT TO SCALE)
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(NOT TO SCALE)
NOTE: PAVEMENT SECTION TO BE VERIFIED BY SOIL TESTING
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PNOTE: PAVEMENT SECTION RIOR TO CONSTRUCTION. BASE TO BE VERIFIED BY SOIL TESTING
PRIOR TO CONSTRUCTION.
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498.84
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NOTE:
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498.76 498.84 498.84 498.76
INJECTION MOLDED FITTING ARE AVAILABLE
IN TEES, WYES, REDUCERS, 45' BENDS AND
BELUBELL COUPLERS.
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CLEANOUT TEE (TYP. 3 PLACES)
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WATERTIGHT (WT) JOINTS SHOWN. SOIL -TIGHT (ST)
FITTINGS ARE ALSO AVAILABLE.
BUILDING
FACE
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DESIGNED BY:
CEP/JDE
2" X 2" HARDWOOD STAKE
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DRAWN BY:
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SEE ARCHITECTURAL
PLANS
CHECKED BY:
GALVANIZED WIRE GUY
d a 49908
JDE
RUBBER HOSE
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SCALE:
NYLOPLAST CLEANOUT END CAP DOWNSPOUT ADAPTER
ADJUST GRADE PER ENGINEERS INSERTED IN RISER
PLAN PIPE
GRADE
WRAPPING
REMOVE BURLAP FROM
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1" - 10'
DATE:
TOP 1 /3 OF BALL
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JANUARY 03, 2020
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SHREDDED HARDWOOD BARK
MULCH (3" MIN.)
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PROJECT NUMBER:
EARTH SAUCER AROUND TREE
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19-0244
INJECTION MOLDED
WT TEE
NOTES:
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INV= 49 7.5 a
A
0 499.42 499.42 p
SHEET TITLE:
INSERT INJECTION MOLDED, INJECTION
GASKETED SPIGOT BY
BELL REDUCER INJECTION
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3O" MIN.
1. PROPOSED BUILDING AND COLUMN LOCATIONS SHOWN ARE APPROXIMATE;
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GASKETED 90 BEND"
CONNECTION
6" MIN.
REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS.
SITE PLAN
2. WHERE PAVEMENT MUST BE REPLACED FOR ROOF DRAIN COLLECTOR
INSTALLATION, PROVIDE A SAW -CUT EDGE ADJACENT PAVEMENT TO
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GRAPHIC SCALE
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TWICE BALL DIAMETER
REMAIN; NEW PAVEMENT SHALL MATCH EXISTING PAVEMENT SECTION.
3. SEE ARCHITECTURAL PLANS FOR DEMOLITION NOTES AND DETAILS,
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INJECTION MOLDED HDPE PIPE (TYP) ..
INCLUDING DIRECTION FOR LANDSCAPING AND SITE APPURTENANCES. a (IN FEET)
WT TEE
2 FORMATTINGUPDATESANDRENAMEO
Vz 6ADS, INC. REV. DESCRIPTION
TJR 03IDTItfi
ev MM�DD/vV CHK'D
DETAIL: TREE PLANTING - UP TO 4" CALIPER
4. ADS ROOF DRAIN CLEANOUTS TO BE ADJUSTED TO GRADE.
5. KD-KOUSA DOGWOOD (2) MIN. 2" CALIPER AT PLANTING.
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LIMITS OF DISTURBANCE
N5,000-SF
1 inch = 10ft.
C
VANCED DRAINAGE SYSTEMS, INC. (-ADS-) HAS PREPARED THIS DETAIL EASED ON INFORMATION PROVIDED TO ADS. THIS `-• KSK
RAYANG IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN °•- p3_Igpq
ERVICES FOR THIS PROJECT. NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS ROOF DRAIN
N.T. S.
LOD LOD
FFE: 500.0'
no
�EETM SE IN DETA� PRORR TO RCONSTRUCTIION. ITIS THE DE IGND ARE NOT P ENIRC FOR THIS PROJECT. THE GINEERS ESPONSIBILITY TO ENSURENTHE DETAILS NEER HALL (TRRCLF•ANOOT) Wr`
RONDED HEREIN MEETS OR EXCEEDS THE APPUGBLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THEETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER-. STD-1002
HILLIARD, OHI043026
gfiq" TRVEMAN BLVD Ejj
VERTICAL ELEVATION REFERENCE