ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
NOTE: THIS PLAN REPRESENTS THE SURVEY
PRIOR TO BOOKSTORE DEMOLITION.
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
TOPOGRAPHIC
SURVEY PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-101.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
NOTE: THIS PLAN REFLECTS INFORMATION SUBSEQUENT TO
BOOKSTORE DEMOLITION.
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXISTING
CONDITIONS PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-101.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
R
X
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
SURFACE FEATURES
DEMOLITION PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-102.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
R
X
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
UTILITY
DEMOLITION PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-102.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
PHASE 1 - STAGING &
SITE PREPARATION PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-103
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
GROUND FLOOR
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
LAYOUT PLAN
GROUND FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-103.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
FIRST FLOOR
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
LAYOUT PLAN
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-103.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
GROUND FLOOR
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
19087.000
DATE
03 DECEMBER 2015
ISSUE
SCALE: 1"=20'
20'
0'
20'
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
40'
POST CONSTRUCTION
STORMWATER MANAGEMENT
& GRADING PLAN
GROUND FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-104.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
FIRST FLOOR
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
19087.000
DATE
03 DECEMBER 2015
ISSUE
SCALE: 1"=20'
20'
0'
20'
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
40'
POST CONSTRUCTION
STORMWATER MANAGEMENT
& GRADING PLAN
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-104.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
B
REVISION
NO.
DESCRIPTION
A
C
DATE
D
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
RETAINING WALL
SPOT GRADE PLAN
SCALE: 1"=10'
KEY MAP
10'
0'
REVISED
2015
10'15 DECEMBER
20'
SHEET NO.
C-104.3
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
BMP POST CONSTRUCTION
STORMWATER MANAGEMENT
PLAN
GROUND FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-104.4
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
BMP POST CONSTRUCTION
STORMWATER MANAGEMENT
PLAN
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-104.5
REVISED
15 DECEMBER 2015
REVISED
15 DECEMBER 2015
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
GROUND FLOOR
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
PLANT SCHEDULE
TREES
QTY.
KEY
BOTANICAL NAME
COMMON NAME
SPACING
MIN. SIZE
CONTAINER
10
AG
Amelanchier x grandiflora 'Autumn Brilliance'
Autumn Brilliance Serviceberry
PLAN
8'-10' HT.
B&B
3
CK
Cladrastis kentukea
American Yellowwood
PLAN
3-35." CAL
B&B
1
GB
Ginkgo biloba
Ginkgo
PLAN
4-4.5" CAL
B&B
1
MV
Magnolia virginiana
Sweetbay Magnolia
PLAN
8-10' HT.
B&B
3
PO
Platanus occidentalis
American Sycamore
PLAN
4-4.5" CAL
B&B
3
PS
Prunus subhirtella 'Autumnalis'
Autumn Flowering Cherry
PLAN
8-10' HT.
B&B
BOTANICAL NAME
COMMON NAME
SPACING
MIN. SIZE
CONTAINER
PLAN
24-30" HT.
B&B
3' O.C.
18-24" HT
3 GAL
COMMENTS
SPECIMEN MALE ONLY
Limbed up
SHRUBS
QTY.
KEY
15
BMW
Buxus microphylla 'Winter Gem'
Winter Gem Boxwood
41
CHP
Cephalotaxus harringtonia 'Prostrata'
Prostrate Japanese Plum Yew
Male Winterberry Holly
4
IVJD
Ilex verticillata 'Jim Dandy'
Plan
24 - 30"
3 GAL
45
IVRS
Ilex verticillata 'Red Sprite'
Dwarf Winterberry Holly
3' O.C.
24-30" HT.
5 GAL
87
IVLH
Itea virginica 'Little Henry'
Dwarf Virginia Sweetspire
2' O.C.
18-24" HT
3 GAL
23
LA
Leucothoe axillaris
Leucothoe
4' O.C.
24-30" HT.
5 GAL
29
MD
Microbiota decussata
Siberian Carpet Cypress
Compact Oakleaf Hydrangea
6' O.C.
12" HT.
5 GAL
30" O.C.
18-24" HT
3 GAL
PLAN
24-30" HT.
B&B
36-38" HT.
B&B
34
HQPW
Hydrangea quercifolia 'Pee Wee'
34
PLO
Prunus laurocerasus 'Otto Luyken'
Otto Luyken Laurel
10
RCA
Rhododendron catawbiense 'Album'
White Catawba Rhododendron
6' O.C.
13
RPJM
Rhododendron 'PJM'
PJM Rhododendron
4' O.C.
18-24"HT
B&B
19
VNW
Viburnum nudum 'Winterthur'
Winterthur Viburnum
5' O.C.
24-30" HT.
B&B
COMMENTS
GROUNDCOVERS & PERENNIALS
QTY.
KEY
20
AC
41
JCBP
1400
PP
102
PALS
25
RFF
170
SNMN
400
TCB
BOTANICAL NAME
COMMON NAME
Aster cordifolius (syn. Symphyotrichum)
Blue Wood Aster
Juniperus conferta 'Blue Pacific
Blue Pacific Shore Juniper
Pachysandra procumbens
SPACING
MIN. SIZE CONTAINER COMMENTS
24" O.C.
1 GAL
CONT
4' O.C.
1 GAL
CONT
Allegheny Spurge
12" O.C.
FLAT
PEAT POTS
Perovskia atriplicifolia 'Little Spire'
Little Spire Russian Sage
18" O.C.
1 GAL
CONT
Rudbeckia fulgida var. fulgida
Black-Eyed Susan
24" O.C.
1 GAL
CONT
Salvia nemerosa 'May Night'
May Night Meadow Sage
12" O.C.
1 GAL
CONT
Tiarella cordifolia 'Brandywine'
Brandywine Foamflower
15" O.C.
1 GAL
CONT
SUCCULENTS
QTY.
BOTANICAL NAME
COMMON NAME
SKE
Sedum kamtschaticum var. ellacombeanum
Kamtschka Stonecrop
8" O.C.
PLUG
CONTAINER
133
SRA
Sedum rupestre 'Angelina'
Angelina Golden Sedum
8" O.C.
PLUG
CONTAINER
154
SS
Sedum sieboldii
Creeping Blue Stonecrop Sedum
8" O.C.
PLUG
CONTAINER
215
SSJC
Sedum spurium 'John Creech'
John Creech Spurge
8" O.C.
PLUG
CONTAINER
145
SSRC
Sedum spurium 'Red Carpet'
Red Carpet Stonecrop
8" O.C.
PLUG
CONTAINER
230
KEY
SPACING
MIN. SIZE CONTAINER COMMENTS
ORNAMENTAL GRASSES
QTY.
KEY
677
BG
BOTANICAL NAME
COMMON NAME
SPACING
MIN. SIZE CONTAINER COMMENTS
Bouteloua gracilis
Mosquito Grass
18" O.C.
1 GAL
Calamagrostis x acutiflora 'Karl Foerster'
CONT
206
CAKF
Karl Foerster Feather Reed Grass
24" O.C.
1 GAL
CONT
2930
CE
Carex eburnea
Bristleleaf Sedge (Ivory Sedge)
6" O.C.
FLAT
PEAT POTS
160
CP
Carex pensylvanica
Pennsylvania Sedge
18" O.C.
1 GAL
CONT
30
MC
Muhlenbergia capillaris
Pink Muhly Grass
24" O.C.
1 GAL
CONT
105
PAC
Pennisetum alopecuroides 'Cassian'
Cassian Fountain Grass
24" O.C.
1 GAL
CONT
264
PAH
Pennisetum alopecuroides 'Hameln'
Hameln Fountain Grass
18" O.C.
1 GAL
CONT
134
SH
Sporobolus heterolepis
Prairie Dropseed
24" O.C.
1 GAL
CONT
80
SSSO
Schizachyrium scoparium 'Standing Ovation'
Standing Ovation Little Bluestem
18" O.C.
1 GAL
CONT
REVISION
NO.
DESCRIPTION
DATE
BULBS
QTY.
KEY
2100
GN
2115
NMH
BOTANICAL NAME
COMMON NAME
Galanthus nivalis
Snowdrop
Narcissus 'Mount Hood'
SPACING
3 PER PLANT
Mount Hood Daffodil
3 PER PLANT
MIN. SIZE CONTAINER COMMENTS
topsize
bulbs
PLANT AMONG PP
topsize
bulbs
PLANT AMONG PP
NOTES
ALL SUCCULENTS ARE TO BE SEPARATED BY 6" HEIGHT PLASTIC LANDSCAPE EDGING
SCALE: 1"=20'
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
20'
0'
20'
40'
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
LANDSCAPE PLAN
GROUND FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-106.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
FIRST FLOOR
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
20'
0'
20'
19087.000
40'
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
LANDSCAPE PLAN
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-106.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
Schedule
Symbol
Label
Image
QTY
8/27/2015 11:00:49 AM
PLOT DATE:
18
Catalog Number
Description
Lamp
AWDE 100 4K AS M B5
NK B DM FAOM WDA 12
T5C 17 P07 ABG BK
WASHINGTON ACRYLIC LED WITH FAOM
ON 12 FOOT WADSWORTH POLE
5 LED 4K 100 W ARRAY
Number
Lamps
Lumens
per Lamp
LLF
1
8367.001
0.88
Wattage
Polar Plot
LIGHTING PLAN
96.1
A
REVISED
15 DECEMBER 2015
SHEET NO.
C-106.3
STORMWATER PROFILE
LD-19.5 TO MH-10.0
STORMWATER PROFILE
LD-16.2 TO MH-16
ARCHITECT
STORMWATER PROFILE
RD TO CI-12.0
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
STORMWATER PROFILE
LD-12.2 TO LD-12.1
STORMWATER PROFILE
LD-22.1 TO CI-21.0
STORMWATER PROFILE
LD-23.0 TO LD-22.0
STORMWATER PROFILE
EX. DRAIN TO MH 32.0
STORMWATER PROFILE
CB-35.0 TO CB-34.0
STORMWATER PROFILE
PROP. BLDG. TO CB-31.0
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
UTILITY PROFILES
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-301
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
PROPOSED WATER LINE PROFILE
RELOCATED WATER MAIN
PROPOSED WATER LINE PROFILE
RELOCATED WATERLINE
SANITARY SEWER PROFILE
CO TO EX. SANITARY SEWER
SANITARY SEWER PROFILE
CLEANOUT TO EX. SANITARY SEWER
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
UTILITY PROFILES
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-302
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-501
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-502
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-502.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-502.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-502.3
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-503
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
DUCTILE IRON
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-504
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
PCSM MAINTENANCE PROGRAM
PCSM CHECKLIST NOTES
MEP ENGINEER
Maintenance of all post construction stormwater management control facilities shall commence immediately after construction begins.
Existing/designated uses of all streams, lakes, ponds, wetlands or other surface waters
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
The property owner or the owner's designee shall conduct regular inspections of the PCSM facilities as specified for each BMP and after each rainfall event. If an inspection schedule is not specified, inspection shall occur weekly. These
inspections shall be done in order to detect problems that shall be corrected and eliminated before they develop into unmanageable problems. All preventative and remedial maintenance work, including clean-out, repair, replacement,
re-grading, re-seeding and re-mulching must be performed immediately.
The receiving watershed is Kinney Run. The Chapter 93 designation is CWF.
PRESERVE THE INTEGRITY OF STREAM CHANNELS
Post construction stormwater management BMP's will control the rate of runoff such that the post development runoff rate doesn't exceed the pre-development runoff rate. Additionally, water volume BMP's will reduce the
2-year storm event runoff volume in the post development condition to be equal to or less than the pre-development volume, and water quality BMP's will capture runoff from 90% or more of the disturbed area.
MINIMIZE IMPERVIOUS AREAS
Impervious areas will be constructed only to the extent necessary to meet site demands and ordinance requirements. Wherever possible, existing impervious will be removed and restored to a pervious condition.
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
All waste materials associated with long term maintenance of the on-site BMPs shall be removed from the site and recycled or disposed of appropriately. Materials may include trash, vegetation, woody debris, detritus, or sediment. Trash and
otherwise unrecyclable and unusable materials must be disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code 260.1 et seq., 271.1, and 287.1 et. seq. Organic material shall be disposed of at
a composting facility if one is in operation in the vicinity or otherwise taken to a yard waste or fill disposal site. Sediment shall be removed from the BMP facility and disposed of in landscape areas on the site, outside of steep slopes, wetlands,
floodplains or drainage swales, and immediately stabilized.
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
Maximize protection of existing drainage features and vegetation
A comprehensive written report documenting all each inspection and all BMP repair and maintenance activities shall be produced upon construction and updated with every inspection and maintenance activity.
Existing drainage features and vegetation to remain will be located outside of the limits of disturbance to the greatest extent possible. Clearing of vegetation will be minimized and only as absolutely necessary to achieve the
proposed site conditions. Existing drainage features will be protected from sediment accumulation through the use of erosion control BMP's.
GEOTECHNICAL ENGINEER
INFILTRATION AREA
CMT LABORATORIES, INC.
MINIMIZE LAND CLEARING AND GRADING
Land clearing and grading will only be done to the extent necessary to accommodate the proposed site construction. The limit of disturbance line shown on the plan set has been delineated to limit the land disturbance
outside of the project area. A detailed sequence of construction has been developed which includes measures for preventing unnecessary land clearing and grading.
Minimize soil compaction
Soil compaction will be minimized by limiting disturbed areas to the minimum necessary. Areas of the site proposed for PCSM BMP's will be off-limits to construction traffic so as not to compact the subgrade. Areas of
subgrade that have been compacted in proposed infiltration areas will be over-excavated and scarified. Construction staging will be limited to the minimum area necessary and will be in areas of existing or proposed
impervious when feasible.
UTILIZE STRUCTURAL OR NONSTRUCTURAL BMP's THAT PREVENT OR MINIMIZE CHANGES IN STORMWATER RUNOFF
The following water quality BMPs have been included as part of the proposed design:
1. Infiltration Beds
2. Green Roof
Heavy equipment shall not be used in the infiltration areas. These areas are to remain loosely compacted to promote infiltration.
Catch basins and inlets upgradient of infiltration basins shall be inspected and cleaned at least two (2) times per year and after runoff events.
The vegetation along the slopes of the infiltration basin shall be maintained in good condition and any bare spots revegetated as soon as possible.
Vehicles shall not be parked or driven in infiltration basins and care should be taken to avoid excessive compaction by mowers.
Inspect the inlets nearest to the infiltration beds after runoff events and make sure that runoff drains down within 72 hours.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
STORM SYSTEM
WBCM
100 STERLING PARKWAY, SUITE 108
The collection and detention facilities shall be inspected quarterly and after each major storm event. Accumulated sediment and debris shall be removed immediately. Repairs shall be performed as necessary.
Sumped inlets shall be inspected at least two (2) times per year and after every major storm event.
Standing water within the inlets shall be pumped out twice annually and any accumulated sediment removed.
MECHANICSBURG, PA 17050
LANDSCAPE
Past land uses
Any tree or shrub planted as part of the proposed development that dies, shall be replaced with a live healthy tree or shrub of the same type.
Any seeded area (lawn and/or water quality area) planted as part of the proposed development that does not germinate or dies or has become eroded from stormwater runoff, shall be reseeded with seed of the same type.
Mowing shall be done as necessary to maintain adequate strands of grass and to control weeds. Chemical weed control may be used if Federal, State and Local laws and regulations are met.
Woodland
Present land use
University campus
VEGETATED ROOFS
Proposed land use
During the plant establishment period, periodic irrigation may be required.
During the plant establishment period, three to four visits to conduct basic weeding, fertilization, and in-fill planting is recommended. Thereafter, only two annual visits for inspection and light weeding should be needed (irrigated assemblies will
require more intensive maintenance).
University campus
Geologic formations/soil conditions that may have the potential to cause pollution
There are no known geologic formations or soil conditions on the project site that may have the potential to cause pollution.
USGS MAP
Thermal impacts
Thermal impacts will be minimized to the greatest extent possible. Impervious areas will be kept to the minimum area necessary to meet the project demands. Existing vegetation will be retained to the greatest extent
possible and new vegetation will be added. Runoff from impervious areas will drain to pervious areas and infiltration BMP's. Storm conveyance from impervious areas directly to waterways will be avoided.
BMP SNOUT
The BMP SNOUT devices shall be inspected and maintained according to the manufacturer recommendations and after every major storm event.
Accumulated sediment and standing water shall be pumped out at two (2) times per year, or more often if the manufacturer recommends doing so.
STREET SWEEPING
RECYCLING OR DISPOSAL OF MATERIALS
All waste materials associated with long term maintenance of the on-site BMPs shall be removed from the site and recycled or disposed of appropriately. Materials may include trash, vegetation, woody debris, detritus, or
sediment. Trash and otherwise unrecyclable and unusable materials must be disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code 260.1 et seq., 271.1, and 287.1 et. seq.
Organic material shall be disposed of at a composting facility if one is in operation in the vicinity or otherwise taken to a yard waste or fill disposal site. Sediment may be removed from swales and disposed of in landscape
areas on the site, outside of steep slopes or drainage swales, and immediately stabilized.
Street sweeping shall be performed twice annually at all locations shown on the PCSM plan drawings.
TYPES, DEPTH, SLOPE, LOCATIONS AND LIMITATIONS OF THE SOILS
Site soils underlying the project site consist of Calvin shaly silt loam (CaB2, CaC2).
SOIL LIMITATIONS
LIMITATION
SOIL TYPES
Caving of cutbanks
SPECIAL CONSIDERATIONS
Take appropriate precautions to safeguard workers during all trenching and excavation operations. All applicable OSHA standards and
regulations must be implemented at all times.
Corrosion of concrete and steel
Install pipe and conduit in trenches as detailed on plan drawings. Use only coated steel.
Resistance to sloughing
Take precautions to prevent over steepening and overloading slopes, removal of lateral supports, and saturation of slopes.
Topsoil
Soil testing is recommended to determine the proper application of soil amendments to promote the growth of the desired vegetation. Wherever
soils that are fair or good sources of topsoil may exist on a site, they should be carefully preserved and stored for later use in restoration.
Establishing and maintaining lawns and
landscaping
Shallow depth to saturated zone and/or
seasonal high water table
Soil testing is recommended to determine the proper application of soil amendments to promote the growth of the desired vegetation.
Sinkholes
Provide proper means for dewatering of excavations as necessary
Refer to sinkhole repair detail
POST CONSTRUCTION STORMWATER MANAGEMENT (PCSM) STANDARD NOTES
PCSM Requirements
A licensed professional or a designee shall be present onsite and be responsible during critical stages of implementation of the approved PCSM Plan. The critical
stages may include the installation of underground treatment or storage BMPs, structurally engineered BMPs, or other BMPs as deemed appropriate by the
Department or the conservation district.
The PCSM Plan, inspection reports, and monitoring records shall be available for review and inspection by the Department or the conservation district.
PCSM Long Term Operations and Maintenance Requirements
The permittee or co-permittee shall be responsible for long-term operation and maintenance of PCSM BMPs unless a different person is identified in the notice of
termination and has agreed to long-term operation and maintenance of PCSM BMPs.
A permittee or co-permittee that fails to transfer long-term operation and maintenance of the PCSM BMP or otherwise fails to comply with this requirement shall remain
jointly and severally responsible with the landowner for long-term operation and maintenance of the PCSM BMPs located on the property.
Permit Termination
Upon permanent stabilization of the earth disturbance activity and installation of BMPs in accordance with an approved plan, the permittee or co-permittee shall submit
a notice of termination to the Department or conservation district.
SOILS MAP
The notice of termination must include:
(1) The facility name, address and location
(2) The operator name and address
CRITICAL STAGES OF IMPLEMENTATION OF PCSM PLAN FOR WHICH A
LICENSED PROFESSIONAL OR DESIGNEE SHALL BE PRESENT ON SITE
(3) The NPDES permit number
(4) The reason for permit termination
BMP
STAGE
(5) Identification of the persons who have agreed to and will be responsible for long-term operation and maintenance of the PCSM BMP's.
(6) Copy of Legal Instrument: For any property containing a PCSM BMP, the permittee or co-permittee shall record an instrument with the recorder of deeds which
will assure disclosure of the PCSM BMP and the related obligations in the ordinary course of a title search of the subject property. The recorded instrument
must identify the PCSM BMP, provide for necessary access related to long-term operation and maintenance for PCSM BMPs and provide notice that the
responsibility for long-term operation and maintenance of the PCSM BMP is a covenant that runs with the land that is binding upon and enforceable by
subsequent grantees, and provide proof of filing with the notice of termination.
CONSTRUCTION SEQUENCE
(7)
which reads as follows:
NOTIFICATION TO THE CERTIFYING ENGINEER IS REQUIRED 72 HOURS PRIOR TO THE START OF EACH INDICATED STAGE.
(name) do hereby certify pursuant to the penalties of 18 Pa. C.S.A.
to the best of my knowledge, information and belief, that the accompanying
record drawings accurately reflect the as-built conditions, are true and correct, and are in conformance with Chapter 102 of the rules and regulations of the
Department of Environmental Protection and that the project site was constructed in accordance with the approved PCSM Plan, all approved plan changes
(8) The permittee shall retain a copy of the record drawings as a part of the approved PCSM Plan.
(9) The permittee shall provide a copy of the record drawings as part of the approved PCSM Plan to the person identified in this section as being responsible for the
long-term operation and maintenance of the PCSM BMPs.
This sequence is intended as a guideline in order to minimize erosion during the construction process. Erosion and sedimentation controls (ESC) must be constructed, stabilized, and functional before general site disturbance within the tributary areas of those
controls. All erosion and sedimentation control measures have been established to conform to the requirements of the Erosion and Sediment Pollution Control Program Manual, dated March 2012.
Note: Earthmoving activities must be completed and stabilized prior to commencement of work on subsequent stages.
At least 7 days prior to starting any earth disturbance activities (including clearing and grubbing) the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S plan preparer, the PCSM plan preparer, and a
representative from the county conservation district to an on-site preconstruction meeting.
Upon installation or stabilization of all perimeter sediment control BMP's and at least 3 days prior to proceeding with the bulk earth disturbance activities, the permittee or co-permittee shall provide notification to the Department of Environmental Protection or
authorized county conservation district.
At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System, Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.
All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved by the county conservation district or by the Department of Environmental Protection prior to
implementation. Each step of the sequence shall be completed before proceeding to the next step, except where noted.
Immediate stabilization is required upon temporary cessation of work, for 4 days or more, or as soon as any graded area reaches final grade. Waiting for an entire phase to reach final grade before seeding and mulching takes place is not acceptable.
Field mark limits of disturbance and environmentally sensitive areas.
Install rock construction entrance as shown on the plans. The contractor is responsible for keeping the public road free of all mud from construction and delivery vehicles. After each vehicle leaves the site, all sediment deposited on public roadways must be
removed and returned to the construction site. The contractor is to take great care to prevent sediment tracking. Stabilized construction entrances shall be installed wherever it is known that construction vehicles will be exiting onto a roadway (public or private). The
contractor shall construct a stabilized construction entrance wherever needed, even if not specifically identified on the plan.
Install compost filter socks as shown on the plans.
For any project on which concrete will be poured or otherwise formed on site, a suitable washout facility must be provided for the cleaning of chutes, mixers, and hoppers of the delivery vehicles unless such a facility will be used at the source of the concrete. Under
no circumstances may wash water from these vehicles be allowed to enter any surface waters. Make sure that proper signage is provided to drivers so that they are aware of the presence of washout facilities. Washout facilities should not be placed within 50 feet
of storm drains, open ditches or surface waters. They should be in a convenient location for the trucks, preferably near the place where the concrete is being poured, but far enough from other vehicular traffic to minimize the potential for accidental damage or spills.
Wherever possible, they should be located on slopes not exceeding a 2% grade.
Complete demolition of the existing building. Remove all building material from the site.
Begin site demolition and earthwork in preparation for new building construction and site features. Strip topsoil as necessary to proceed with construction.
Begin new building construction.
Begin installation of storm sewers. Begin at the downstream end and work upslope at all times. Install SNOUT devices within CI-11.0 and MH-32.0. Place inlet protection immediately upon installation of each inlet structure.
Install the proposed infiltration beds. Excavation for the beds and placement of fabric and stone are critical stages of construction for which a design professional must be present.
REVISION
NO.
DESCRIPTION
Install proposed site utilities including sewer and water service lines.
DATE
Excavation of trenches shall be limited to the amount of structures and pipes that can be installed during one days work. Place all excavated material on the upslope side of the trench. Immediately backfill and stabilize trenches. Do not leave any trenches open at
the end of the work day.
Complete grading and preparation of proposed paved areas, stairs, and retaining walls. Place subbase stone immediately upon reaching proposed grade.
Complete building construction, including installation of the green roof area.
Complete paving and walkway installation.
Complete any remaining topsoil placement and fine grading, with soil amendments at all areas shown on the plans. Preparation and installation of soil amendments is a critical stage of construction for which a design professional must be present. Seed and mulch
or install landscape planting on any remaining disturbed areas.
The Contractor shall contact the County Soil Conservation District to schedule a date for final inspection of the project.
After final site stabilization has been achieved and approved, the Contractor shall remove all temporary ESC measures from the site. All areas disturbed during the removal of ESC measures must be seeded and stabilized.
Within 30 days after completion of earth disturbance activities authorized by an NPDES permit, including the permanent stabilization of the site and proper installation of post construction stormwater management BMP's in accordance with the approved post
construction stormwater management plan, or upon submission of the Notice of Termination if sooner, the permittee shall file with DEP or authorized conservation district a statement signed by a licensed professional and by the permittee certifying that work has
been performed in accordance with the terms and conditions of the NPDES permit and the approved E&S and post construction stormwater management plans. Completion certificates are needed to ensure that all work is performed in accordance with the terms
and conditions of the permit and the approved E&S and post construction stormwater management plans.
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
PCSM-NPDES
SUPPORTING
INFORMATION
REVISED
15 DECEMBER 2015
SHEET NO.
C-505
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
FOUNTAIN DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-506
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
FOUNTAIN DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-507
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
FOUNTAIN DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-508
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
SCALE: 1"=20'
20'
0'
20'
40'
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
EXISTING CONDITIONS
EROSION & SEDIMENTATION
CONTROL PLAN
REVISED
15 DECEMBER 2015
SHEET NO.
C-701
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
DISTURBED AREA = 2.15 ACRES
INLET PROTECTION CHART
INLET #
11.0
12.0
DRAINAGE AREA (ACRES)
0.09
0.23
INLET PROTECTION DETAIL #
3
3
12.1
0.27
4
12.2
0.03
4
14.0
0.00
3
21.0
0.09
3
22.0
0.01
4
22.1
0.02
4
23.0
0.28
4
31.0
0.11
4
32.1
0.05
3
33.0
0.08
4
34.0
0.22
4
35.0
0.02
4
REVISION
NO.
DESCRIPTION
DATE
GROUND FLOOR
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
19087.000
DATE
SCALE: 1"=20'
03 DECEMBER 2015
ISSUE
20'
0'
20'
100% CONSTRUCTION
DOCUMENTS
40'
SHEET TITLE
PROPOSED CONDITIONS
EROSION & SEDIMENTATION
CONTROL PLAN
GROUND FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-702.1
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
DISTURBED AREA = 2.15 ACRES
INLET PROTECTION CHART
INLET #
16.1
16.2
DRAINAGE AREA (ACRES)
0.02
0.02
INLET PROTECTION DETAIL #
4
4
17.0
0.02
4
18.0
0.02
4
19.0
0.02
4
19.1
0.02
4
19.2
0.02
4
19.3
0.02
4
19.4
0.02
4
19.5
0.02
4
32.2
0.02
4
REVISION
NO.
DESCRIPTION
DATE
FIRST FLOOR
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
HKS PROJECT NUMBER
19087.000
DATE
SCALE: 1"=20'
03 DECEMBER 2015
ISSUE
20'
0'
20'
100% CONSTRUCTION
DOCUMENTS
40'
SHEET TITLE
PROPOSED CONDITIONS
EROSION & SEDIMENTATION
CONTROL PLAN
FIRST FLOOR
REVISED
15 DECEMBER 2015
SHEET NO.
C-702.2
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1600 NORTH SECOND STREET
HARRISBURG, PA 17102-2499
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
REVISION
NO.
DESCRIPTION
DATE
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
EROSION AND
SEDIMENTATION
CONTROL DETAILS
REVISED
15 DECEMBER 2015
SHEET NO.
C-703
ARCHITECT
HKS, INC.
191 PEACHTREE STREET NE
SUITE 5000
ATLANTA, GA 30303
ASSOCIATE ARCHITECT
MURRAY AND ASSOCIATES ARCHITECTS
1. When the operator/contractor and owner/developer of the facility or activity are not the same individual, corporation, partnership, or other entity, the Department recommends that both the operator and owner apply for
coverage under a permit as co-permittees. If, prior to construction activities, no operator/contractor has been selected, the owner must apply for permit coverage. Once selected, the operator/contractor must either be made
a co-permittee or permit coverage must be transferred to the contractor. Failure of the operator to be added to the permit is a violation of federal law, as well as 25 Pa. Code Chapter 102, Erosion and Sediment Control.
1.
2. The permittee and co-permittee must ensure that visual site inspections are conducted bi-weekly and after each precipitation event by qualified personnel, trained and experienced in erosion and sediment control, to
ascertain that the BMPs are operational and effective in preventing pollution to the waters of the Commonwealth. A written report of each inspection shall be kept and include a summary of site conditions, BMPs and
compliance and the date, time and the name of the person conducting the inspection.
3.
4.
5.
6.
3. The permittee and co-permittee shall retain records of all monitoring information including copies of all monitoring and inspection reports required by this permit and records of data used to complete the Notice of Intent for
this permit, for a period of three years from the date of the termination of coverage under this permit.
2.
7.
8.
4. The permittee and co-permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment.
9.
5. Upon reduction, loss or failure of the BMPs, the permittee and co-permittee shall take immediate action to restore the BMPs or provide an alternative method of treatment.
10.
6. The permittee and co-permittee must comply with all terms and conditions of this general permit. Any permit non-compliance constitutes a violation of the Pennsylvania Clean Streams Law and the Federal Clean Water Act
and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or for denial of a permit or permit renewal.
7. Nothing in this permit shall be construed to preclude the Institution of any legal action or relieve the permittee or co-permittee from any responsibilities, liabilities or penalties to which the permittee is or may be subject under
8. Erosion and Sediment Control Plans required under this permit are considered reports that shall be available to the public under Section 607 of the Clean Streams Law, and 25 PA Code, Chapter 92 of the Department's
regulations. The owner or operator of a facility with stormwater discharges covered by this permit shall make plans available to the public upon request by the public. Erosion and Sediment Control Plans must be made
available at the site of the construction activity at all times.
10. All building materials and wastes must be removed from the site and recycled or disposed in accordance with the Department's Solid Waste Management Regulations at 25 PA Code
et seq. No building material or wastes or unused building materials shall be buried, dumped or discharged at the site.
11.
12.
13.
14.
15.
16.
17.
18.
9. The staging of earth disturbance activities and maintenance requirements contained in the E&S Plan must be followed.
et seq
et seq. and
The contractor shall ensure that proper mechanisms are in place to control waste materials. Construction wastes include, but are not limited to, excess soil materials, building materials, concrete wash water, sanitary wastes,
etc. that could adversely impact water quality. Measures should be planned and implemented for housekeeping, materials management and litter control. Wherever possible, recycling of excess materials is preferred, rather
than disposal.
11. If the potential exists for causing accidental pollution of air, land or water, or for causing endangerment of public health and safety through accidental release of toxic, hazardous or other polluting materials, the permittee
or co-permittee must develop a Preparedness, Prevention and Contingency (PPC) Plan. The PPC Plan shall be developed in accordance with Department regulations. The PPC Plan shall identify areas which may include,
but are not limited to, waste management areas, raw material storage areas, temporary and permanent spoils storage areas, maintenance areas and any other areas that may have the potential to cause non-compliance
with the terms and conditions of this permit due to the storage, handling or disposal of any toxic or hazardous substances such as oil, gasoline, pesticides, herbicides, solvents, etc. BMPs shall be developed and
implemented for each identified area. The PPC Plan shall be maintained on site at all times and shall be made available for review at the Department or County Conservation District's request.
12. The permittee or co-permittee shall contact the reviewing entity at least seven days before construction is to begin to determine if a pre-construction conference is required. The permittee, co-permittee and others
undertaking the earth disturbance activity must attend a pre-construction conference if requested by the reviewing entity.
13. The Erosion and Sediment Control Plan shall be prepared, developed and implemented for all spoil and borrow areas regardless of their location.
14. Prior to the commencement of earth disturbance activities for additional phases or portions of the project, the permittee or co-permittee shall submit an Erosion and Sediment Control Plan for each additional phase or
portion of the project for review and authorization by the reviewing entity. Coverage under this permit is only granted for those phases or portions of a project for which an Erosion and Sediment Control Plan has been
submitted to and authorized by the reviewing entity.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
15. If hydric soils are present, a wetland determination must be conducted in accordance with Department procedures. All wetlands identified must be included on the E&S Control Plan.
16. Preparedness, Prevention, and Contingency Plans (PPC) are part of NPDES permit conditions. The PPC plan must be developed and shall be maintained on site at all times and shall be made available for review at the
request of the Department or County Conservation District.
USGS MAP
1600 NORTH SECOND STREET
E&SCP PLAN NOTES
NPDES PLAN NOTES
17. If the project will need to import or export material from the site, the responsibility for performing environmental due diligence and determination of clean fill will rest with the contractor
Clean Fill is defined as: Uncontaminated, non-water soluble, non-decomposable, inert, solid material. The term includes soil, rock, stone, dredged material, used asphalt, and brick, block or concrete from construction and
demolition activities that is separate from other waste and is recognizable as such. The term does not include materials placed in or on the waters of the Commonwealth unless otherwise authorized. (The term "used asphalt"
does not include milled asphalt or asphalt that has been processed for re-use).
36.
37.
38.
39.
40.
41.
42.
HARRISBURG, PA 17102-2499
All earth disturbances, including clearing and grubbing as well as cuts and fills shall be done in accordance with the approved E&S plan. A copy of the approved drawings (stamped, signed and dated by the reviewing agency) must be available at the project site at all times.
The reviewing agency shall be notified of any changes to the approved plan prior to implementation of those changes. The reviewing agency may require a written submittal of those changes for review and approval at its discretion.
At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S plan preparer, the PCSM plan preparer, the licensed professional
responsible for oversight of critical stages of implementation of the PCSM plan, and a representative from the local conservation district to an on-site preconstruction meeting.
At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.
All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved in writing from the local conservation district or by the Department prior to implementation.
Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots and other objectionable material.
Clearing, grubbing, and topsoil stripping shall be limited to those areas described in each stage of the construction sequence. General site clearing, grubbing and topsoil stripping may not commence in any stage or phase of the project until the E&S BMPs specified by the
BMP sequence for that stage or phase have been installed and are functioning as described in this E&S plan.
At no time shall construction vehicles be allowed to enter areas outside the limit of disturbance boundaries shown on the plan maps. These areas must be clearly marked and fenced off before clearing and grubbing operations begin.
Topsoil required for the establishment of vegetation shall be stockpiled at the location(s) shown on the plan maps(s) in the amount necessary to complete the finish grading of all exposed areas that are to be stabilized by vegetation. Each stockpile shall be protected in the
manner shown on the plan drawings. Stockpile heights shall not exceed 35 feet. Stockpile slopes shall be 2H:1V or flatter.
Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate best management practices to minimize the potential for erosion and sediment pollution and notify the
local conservation district and/or the regional office of the Department.
All building materials and wastes shall be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code 260.1 et seq., 271.1, and 287.1 et. seq. No building materials or wastes or unused building
materials shall be burned, buried, dumped, or discharged at the site.
All off-site waste and borrow areas must have an E&S plan approved by the local conservation district or the Department fully implemented prior to being activated.
The contractor is responsible for ensuring that any material brought on site is clean fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as clean fill due to analytical testing.
All pumping of water from any work area shall be done according to the procedure described in this plan, over undisturbed vegetated areas.
Until the site is stabilized, all erosion and sediment BMPs shall be maintained properly. Maintenance shall include inspections of all erosion and sediment BMPs after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean
out, repair, replacement, regrading, reseeding, remulching and renetting must be performed immediately. If the E&S BMPs fail to perform as expected, replacement BMPs, or modifications of those installed will be required.
A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the date they were corrected shall be maintained on the site and be made available to regulatory agency officials at the time of inspection.
Sediment tracked onto any public roadway or sidewalk shall be returned to the construction site by the end of each work day and disposed in the manner described in this plan. In no case shall the sediment be washed, shoveled, or swept into any roadside ditch, storm sewer,
or surface water.
All sediment removed from BMPs shall be disposed of in landscpe areas outside of steep slopes, wetlands, floodplains or drainage swales and immediately stabilized, or placed in topsoil stockpiles.
Areas which are to be topsoiled shall be scarified to a minimum depth of 3 to 5 inches- 6 to 12 inches on compacted soils - prior to placement of topsoil. Areas to be vegetated shall have a minimum 6 inches of topsoil in place prior to seeding and mulching. Fill outslopes shall
have a minimum of 6 inches of topsoil.
All fills shall be compacted as required to reduce erosion, slippage, settlement, subsidence or other related problems. Fill intended to support buildings, structures and conduits, etc. shall be compacted in accordance with local requirements or codes.
All earthen fills shall be placed in compacted layers not to exceed 9 inches in thickness.
Fill materials shall be free of frozen particles, brush, roots, sod, or other foreign or objectionable materials that would interfere with or prevent construction of satisfactory fills.
Frozen materials or soft, mucky, or highly compressible materials shall not be incorporated into fills.
Fill shall not be placed on saturated or frozen surfaces.
Seeps or springs encountered during construction shall be handled in accordance with the standard and specification for subsurface drain or other approved method.
All graded areas shall be permanently stabilized immediately upon reaching finished grade. Cut slopes in competent bedrock and rock fills need not be vegetated. Seeded areas within 50 feet of a surface water, or as otherwise shown on the plan drawings, shall be blanketed
according to the standards of this plan.
Immediately after earth disturbance activities cease in any area or subarea of the project, the operator shall stabilize all disturbed areas. During non-germinating months, mulch or protective blanketing shall be applied as described in the plan. Areas not at finished grade,
which will be reactivated within 1 year, may be stabilized in accordance with the temporary stabilization specifications. Those areas which will not be reactivated within 1 year shall be stabilized in accordance with the permanent stabilization specifications.
Permanent stabilization is defined as a minimum uniform, perennial 70% vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated erosion. Cut and fill slopes shall be capable of resisting failure due to slumping, sliding, or other
movements.
E&S BMPs shall remain functional as such until all areas tributary to them are permanently stabilized or until they are replaced by another BMP approved by the local conservation district or the Department.
Upon completion of all earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the local conservation district for an inspection prior to removal/conversion of the E&S BMPs.
After final site stabilization has been achieved, temporary erosion and sediment BMPs must be removed or converted to permanent post construction stormwater management BMPs. Areas disturbed during removal or conversion of the BMPs shall be stabilized immediately.
In order to ensure rapid revegetation of disturbed areas, such removal/conversions are to be done only during the germinating season.
Upon completion of all earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the local conservation district to schedule a final inspection.
Failure to correctly install E&S BMPs, failure to prevent sediment-laden runoff from leaving the construction site, or failure to take immediate corrective action to resolve failure of E&S BMPs may result in administrative, civil, and/or criminal penalties being instituted by the
Department as defined in Section 602 of the Pennsylvania Clean Streams Law. The Clean Streams Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation.
Concrete wash water shall be handled in the manner described on the plan drawings. In no. case shall it be allowed to enter any surface waters or groundwater systems.
All channels shall be kept free of obstructions including but not limited to fill, rocks, leaves, woody debris, accumulated sediment, excess vegetation, and construction material/wastes.
Underground utilities cutting through any active channel shall be immediately backfilled and the channel restored to its original cross-section and protective lining. Any base flow within the channel shall be conveyed past the work area in the manner described in this plan until
such restoration is complete.
Channels having riprap, Reno mattress, or gabion linings must be sufficiently over-excavated so that the design dimensions will be provided after placement of the protective lining.
Sediment basins and/or traps shall be kept free of all construction waste, wash water, and other debris having potential to clog the basin/trap outlet structures and/or pollute the surface waters.
Sediment basins shall be protected from unauthorized acts by third parties.
Any damage that occurs in whole or in part as a result of basin or trap discharge shall be immediately repaired by the permittee in a permanent manner satisfactory to the municipality, local conservation district, and the owner of the damaged property.
Upon request, the applicant or his contractor shall provide an as-built (record drawing) for any sediment basin or trap to the municipal inspector, local conservation district or the Department.
Erosion control blanketing shall be installed on all slopes 3H:1V or steeper within 50 feet of a surface water and on all other disturbed areas specified on the plan maps and/or detail sheets.
MEP ENGINEER
AHA CONSULTING ENGINEERS
1801 OLD ALABAMA RD, SUITE 125
ROSWELL, GA 30076
SITE/CIVIL ENGINEER
DERCK & EDSON ASSOCIATES
33 SOUTH BROAD STREET
LITITZ, PA 17543
GEOTECHNICAL ENGINEER
CMT LABORATORIES, INC.
2701 CAROLEAN INDUSTRIAL DRIVE
STATE COLLEGE, PA 16801
STRUCTURAL ENGINEER
WBCM
100 STERLING PARKWAY, SUITE 108
MECHANICSBURG, PA 17050
Clean Fill affected by a spill or release of a regulated substance: Fill materials affected by a spill or release of a regulated substance still qualifies as clean fill provided the testing reveals that the fill material contains
concentrations of regulated substances that are below the residential limits in Tables FP-1a and FP-1b found in the Department's policy "Management of Fill".
Any person placing clean fill that has been affected by a spill or release of a regulated substance must use form FP-001 to certify the origin of the fill material and the results of the analytical testing to qualify the material as clean
fill. Form FP-001 must be retained by the owner of the property receiving the fill. A copy of Form FP-001 can be found at the end of these instructions.
Environmental due diligence: The applicant must perform environmental due diligence to determine if the fill materials associated with the project qualify as clean fill. Environmental due diligence is defined as: Investigative
techniques, including, but not limited to, visual property inspections, electronic data base searches, review of property ownership, review of property use history, Sanborn maps, environmental questionnaires, transaction
screens, analytical testing, environmental assessments or audits. Analytical testing is not a required part of due diligence unless visual inspection and/or review of the past land use of the property indicates that the
fill may have been subjected to a spill or release of regulated substance. If the fill may have been affected by a spill or release of a regulated substance, it must be tested to determine if it qualifies as clean fill. Testing
should be performed in accordance with Appendix A of the Department's policy "Management of Fill".
E&SPC MAINTENANCE PROGRAM
Fill material that does not qualify as clean fill is regulated fill. Regulated fill is waste and must be managed in accordance with the Department's municipal or residual waste regulations based on 25 Pa. Code Chapters 287
Residual Waste Management or 271 Municipal Waste Management, whichever is applicable. These regulations are available on-line at www.pacode.com .
The Construction Contractor shall conduct regular inspections of the sedimentation control facilities on a weekly basis and after each rainfall event in order to detect erosion problems that shall be corrected and eliminated before they develop into unmanageable problems. All
preventative and remedial maintenance work, including clean out, repair, replacement, regrading, reseeding and remulching must be performed immediately. If erosion and sediment control BMPs fail to perform as expected, replacement BMPs or modifications of those installed
will be required.
Maintenance of all storm water and erosion and sedimentation control facilities shall commence immediately after construction begins. Until the site is stabilized, all erosion and sediment BMP's must be maintained properly. Erosion and sediment control BMPs shall be returned
to their original design condition within 24 hours of an observed deficiency. All pipes, swales and detention facilities shall be kept free of any debris or other obstructions and in original design condition.
18. Permittees or Co-permittees covered under the NPDES permit must submit a Notice of Termination (NOT) form when any earth disturbance activity or discharge associated with construction activity at the site has been
terminated and the site has been stabilized. For construction activities, elimination of all stormwater discharges occurs when disturbed soils at the construction site have been stabilized, temporary erosion control BMP's
have been removed, and permanent post construction stormwater management BMP's (where necessary) have been installed or site restoration or reclamation is complete.
Accumulated sediment deposits shall be regularly removed after each storm event in order to maintain proper performance. Sediment removed from BMPs shall be disposed of in landscaped areas within the project boundary, outside of steep slopes, wetlands, floodplains or
drainage swales and immediately stabilized, or placed in topsoil stockpiles.
19. Final certification of the NOT by a licensed professional is to be completed by the licensed professional who had oversight of critical stages of the PCSM BMP installation.
It shall be the Construction Contractor's responsibility during construction to prevent soil from polluting neighboring property, public streets and streams. Soil dropped from construction equipment and sedimentation shall be immediately removed from roads, public and private
property and streams.
20. Record drawings of the PCSM BMP's are required to be submitted with the NOT. The permittee shall retain a copy of the record drawings. Additional copies of the record drawings and the NOT must be provided to the
local municipality and the person(s) identified in the NOT as being responsible for the long-term operation and maintenance for PCSM BMP's.
The Contractor shall be responsible for any additional control measures as mandated by site conditions or as directed by the Conservation District or DEP.
A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the date they were corrected shall be maintained on the site and be made available to regulatory agency officials at the time of inspection.
21. As part of the NOT, an instrument must be filed with the recorder of deeds which will assure disclosure of the PCSM BMP and the related obligations in the ordinary course of a title search of the subject property. In
addition, the recorded instrument must:
A. Identify the PCSM BMP(s)
B. Provide for necessary access related to long-term operation and maintenance for the PCSM BMP(s)
C. Provide notice that the responsibility for the long-term operation and maintenance of PCSM BMP(s) is a covenant that runs with the land that is binding upon and enforceable by subsequent grantees.
ROCK CONSTRUCTION ENTRANCE
The Contractor shall constantly maintain the thickness of all construction entrances to the specified dimension by adding rock. A stockpile of rock material will be maintained on the site for this purpose. At the end of each construction day, all sediment deposited on public
roadways will be removed and returned to the construction site. Washing of the roadway with water is not permitted.
STORM SYSTEM
The collection and detention facilities shall be inspected quarterly and after each major storm event. Accumulated sediment and debris shall be removed immediately. Repairs shall be performed as necessary.
Sediment shall be removed from inlet protection immediately after each storm event. Stone should be added to the inlet protection as necessary.
EROSION CONTROL MATTING
ESC / NPDES CHECKLIST NOTES
Erosion control matting shall be maintained according to the specific manufacturer's recommendations. Damaged sections of matting shall be repaired or replaced according to the manufacturer's recommendations.
Existing/designated uses of all streams, lakes, ponds, wetlands or other surface waters
COMPOST FILTER SOCKS
The receiving watershed is Kinney Run. The Chapter 93 designation is CWF.
Routine inspection should be conducted within 24 hours of a runoff event. Inspect to make sure they maintain their shape and are producing adequate hydraulic flow-through.
If ponding becomes excessive, additional compost filter sock may be required to reduce effective slope length or sediment removal may be necessary.
If the compost filter sock has been damaged, it shall be repaired or replaced if beyond repair.
Minimize extent and duration of earth disturbance
Extent and duration of earth disturbance will be minimized by construction sequencing and use of temporary seeding upon temporary cessation of work for four (4) days or
more. Additionally, topsoil, permanent seeding, and erosion control matting, where required, will be placed as soon as areas of the project site are at finished grade.
Maximize protection of existing drainage features and vegetation
The filter media will be dispersed on site once disturbed area has been permanently stabilized.
For long-term sediment and pollution control applications, compost filter sock can be seeded at the time of installation to create a vegetative filtering system for prolonged and increased filtration of sediment and soluble pollutants. Contractor shall contact the design professional
for the appropriate seed mix.
INLET COMPOST FILTER SOCK
Existing drainage features and vegetation to remain will be located outside of the limits of disturbance to the greatest extent possible. Clearing of vegetation will be minimized
and only as absolutely necessary to achieve the proposed site conditions. Existing drainage features will be protected from sediment accumulation through the use of erosion
control BMP's.
Routine inspection should be conducted within 24 hours of a runoff event. Inspect to make sure they maintain their shape and are producing adequate hydraulic flow-through.
If ponding becomes excessive, additional inlet compost filter socks may be required or sediment removal may be necessary.
If the inlet compost filter sock has been damaged, it shall be repaired or replaced if beyond repair.
Minimize soil compaction
SOILS MAP
Soil compaction will be minimized by limiting disturbed areas to the minimum necessary. Areas of the site proposed for PCSM BMP's will be off-limits to construction traffic so
as not to compact the subgrade. Areas of subgrade that have been compacted in proposed infiltration areas will be over-excavated and scarified. Construction staging will be
limited to the minimum area necessary and will be in areas of existing or proposed impervious when feasible.
The filter media will be dispersed on site once disturbed area has been permanently stabilized.
Regular maintenance includes lifting the inlet compost filter sock and cleaning around and under them as sediment collects.
Other measures or controls that prevent or minimize generation of increased stormwater runoff
SEEDING
Vegetated areas of the site will remain vegetated as long as practically possible. Care will be taken not to compact areas of the site that are vegetated so that natural infiltration
can continue to take place. Post construction stormwater management controls will be installed as soon as possible in accordance with the sequence of construction.
Upon completion of final grading and topsoiling of entire site or portions thereof, permanent-seeding mixture shall be applied and mulched immediately.As disturbed areas approach final grade, preparations shall
be made for seeding and mulching to begin (i.e. anticipate the completion date and schedule the seeder). In no case shall an area exceeding 15,000 sf, which is to be stabilized by vegetation, reach final grade
without being seeded and mulched. Waiting until earthmoving is completed before making preparations for seeding and mulching is not acceptable.
Past land uses
Upon completion of any earth disturbance activity or any stage or phase of an activity, the site shall be immediately seeded, mulched or otherwise protected from accelerated erosion and sedimentation.
Woodland
The temporary seed mixture shall be as follows:
CONSTRUCTION SEQUENCE
Present land use
SPECIES
This sequence is intended as a guideline in order to minimize erosion during the construction process. Erosion and sedimentation controls (ESC) must be constructed, stabilized, and functional before general site disturbance within the tributary areas of those
controls. All erosion and sedimentation control measures have been established to conform to the requirements of the Erosion and Sediment Pollution Control Program Manual, dated March 2012.
University campus
Note: Earthmoving activities must be completed and stabilized prior to commencement of work on subsequent stages.
RECYCLING OR DISPOSAL OF MATERIALS
At least 7 days prior to starting any earth disturbance activities (including clearing and grubbing) the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S plan preparer, the PCSM plan preparer, and a
representative from the county conservation district to an on-site preconstruction meeting.
All building materials and wastes must be removed from the site and recycled or disposed in accordance with the Department's Solid Waste Management Regulations at 25 PA
Upon installation or stabilization of all perimeter sediment control BMP's and at least 3 days prior to proceeding with the bulk earth disturbance activities, the permittee or co-permittee shall provide notification to the Department of Environmental Protection or
authorized county conservation district.
The contractor shall ensure that proper mechanisms are in place to control waste materials. Construction wastes include, but are not limited to, excess soil materials, building
materials, concrete wash water, sanitary wastes, etc. that could adversely impact water quality. Measures should be planned and implemented for housekeeping, materials
management and litter control. Wherever possible, recycling of excess materials is preferred, rather than disposal.
SPRING OATS (SPRING), OR
ANNUAL RYEGRASS (SPRING OR FALL), OR
WINTER WHEAT (FALL), OR
WINTER RYE (FALL)
TO DETERMINE POUNDS OF SEED PER ACRE, DIVIDE THE FACTOR GIVEN IN THE TABLE BY THE PLS CONTENT OF A GIVEN SEED LOT. FOR EXAMPLE, IF USING SPRING OATS
AND THE PLS SHOWN ON THE SEED TAG IS 35%, DIVIDE 64 BY 0.35 TO OBTAIN 183 POUNDS OF SEED PER ACRE.
The permanent seed mixture shall be as follows:
At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System, Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.
Geologic formations/soil conditions that may have the potential to cause pollution
PennDOT Formula B
Rate: 21-lbs./1000 sq. yd
Mulch - All seeded areas shall be covered with straw blanket: North American Green EroNet S75 or approved equal.
All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved by the county conservation district or by the Department of Environmental Protection prior to
implementation. Each step of the sequence shall be completed before proceeding to the next step, except where noted.
There are no known geologic formations or soil conditions on the project site that may have the potential to cause pollution.
Immediate stabilization is required upon temporary cessation of work, for 4 days or more, or as soon as any graded area reaches final grade. Waiting for an entire phase to reach final grade before seeding and mulching takes place is not acceptable.
Thermal impacts
Field mark limits of disturbance and environmentally sensitive areas.
Thermal impacts will be minimized to the greatest extent possible. Impervious areas will be kept to the minimum area necessary to meet the project demands. Existing
vegetation will be retained to the greatest extent possible and new vegetation will be added. Runoff from impervious areas will drain to pervious areas and infiltration BMP's.
Storm conveyance from impervious areas directly to waterways will be avoided.
Fertilization Required: Liming and fertilizer for all of the listed mixes shall be applied as required to obtain a minimum uniform 70% perennial vegetative cover, with a density capable of resisting accelerated
erosion and sedimentation. Lime and fertilizer should be applied at the following rates:
SOIL AMMENDMENT
Install rock construction entrance as shown on the plans. The contractor is responsible for keeping the public road free of all mud from construction and delivery vehicles. After each vehicle leaves the site, all sediment deposited on public roadways must be
removed and returned to the construction site. The contractor is to take great care to prevent sediment tracking. Stabilized construction entrances shall be installed wherever it is known that construction vehicles will be exiting onto a roadway (public or private). The
contractor shall construct a stabilized construction entrance wherever needed, even if not specifically identified on the plan.
Install compost filter socks as shown on the plans.
For any project on which concrete will be poured or otherwise formed on site, a suitable washout facility must be provided for the cleaning of chutes, mixers, and hoppers of the delivery vehicles unless such a facility will be used at the source of the concrete. Under
no circumstances may wash water from these vehicles be allowed to enter any surface waters. Make sure that proper signage is provided to drivers so that they are aware of the presence of washout facilities. Washout facilities should not be placed within 50 feet
of storm drains, open ditches or surface waters. They should be in a convenient location for the trucks, preferably near the place where the concrete is being poured, but far enough from other vehicular traffic to minimize the potential for accidental damage or spills.
Wherever possible, they should be located on slopes not exceeding a 2% grade.
Complete demolition of the existing building. Remove all building material from the site.
SEEDING RATE - PURE LIVE SEED (PLS)
MOST SITES
ADVERSE SITES
64
96
10
15
90
120
56
112
AGRICULTURAL LIME
10-10-20 FERTILIZER
AGRICULTURAL LIME
10-10-10 FERTILIZER
TYPES, DEPTH, SLOPE, LOCATIONS AND LIMITATIONS OF THE SOILS
PERMANENT SEEDING APPLICATION RATE
PER ACRE PER 1,000 sq. ft. PER 1,000 sq. yd.
2,480 lb.
240 lb.
6 TONS
1,000 lb.
25 lb.
210 lb.
TEMPORARY SEEDING APPLICATION RATE
1 TON
40 lb.
410 lb.
500 lb.
12.5 lb.
100 lb.
NOTES
OR AS PER SOIL TEST; MAY NOT BE REQUIRED IN AGRICULTURAL FIELDS
OR AS PER SOIL TEST; MAY NOT BE REQUIRED IN AGRICULTURAL FIELDS
TYPICALLY NOT REQUIRED FOR TOPSOIL STOCKPILES
TYPICALLY NOT REQUIRED FOR TOPSOIL STOCKPILES
The soils shall be tested per Earthwork specification section and the rates for limestone and fertilizer will be verified based upon the results of those tests prior to seeding and fertilization.
Site soils underlying the project site consist of Calvin shaly silt loam (CaB2, CaC2).
SOIL LIMITATIONS
LIMITATION
Caving of cutbanks
SOIL TYPES
SPECIAL CONSIDERATIONS
Take appropriate precautions to safeguard workers during all trenching and excavation operations. All applicable OSHA standards and
regulations must be implemented at all times.
Corrosion of concrete and steel
Install pipe and conduit in trenches as detailed on plan drawings. Use only coated steel.
Resistance to sloughing
Take precautions to prevent over steepening and overloading slopes, removal of lateral supports, and saturation of slopes.
Topsoil
Soil testing is recommended to determine the proper application of soil amendments to promote the growth of the desired vegetation. Wherever
soils that are fair or good sources of topsoil may exist on a site, they should be carefully preserved and stored for later use in restoration.
Begin site demolition and earthwork in preparation for new building construction and site features. Strip topsoil as necessary to proceed with construction.
Begin new building construction.
Begin installation of storm sewers. Begin at the downstream end and work upslope at all times. Install SNOUT devices within CI-11.0 and MH-32.0. Place inlet protection immediately upon installation of each inlet structure.
Install the proposed infiltration beds. Excavation for the beds and placement of fabric and stone are critical stages of construction for which a design professional must be present.
Establishing and maintaining lawns and
landscaping
Shallow depth to saturated zone and/or
seasonal high water table
Sinkholes
Soil testing is recommended to determine the proper application of soil amendments to promote the growth of the desired vegetation.
Provide proper means for dewatering of excavations as necessary
Refer to sinkhole repair detail
Install proposed site utilities including sewer and water service lines.
Excavation of trenches shall be limited to the amount of structures and pipes that can be installed during one days work. Place all excavated material on the upslope side of the trench. Immediately backfill and stabilize trenches. Do not leave any trenches open at
the end of the work day.
REVISION
NO.
DESCRIPTION
Complete grading and preparation of proposed paved areas, stairs, and retaining walls. Place subbase stone immediately upon reaching proposed grade.
DATE
Complete building construction, including installation of the green roof area.
Complete paving and walkway installation.
Complete any remaining topsoil placement and fine grading, with soil amendments at all areas shown on the plans. Preparation and installation of soil amendments is a critical stage of construction for which a design professional must be present. Seed and mulch
or install landscape planting on any remaining disturbed areas.
The Contractor shall contact the County Soil Conservation District to schedule a date for final inspection of the project.
After final site stabilization has been achieved and approved, the Contractor shall remove all temporary ESC measures from the site. All areas disturbed during the removal of ESC measures must be seeded and stabilized.
Within 30 days after completion of earth disturbance activities authorized by an NPDES permit, including the permanent stabilization of the site and proper installation of post construction stormwater management BMP's in accordance with the approved post
construction stormwater management plan, or upon submission of the Notice of Termination if sooner, the permittee shall file with DEP or authorized conservation district a statement signed by a licensed professional and by the permittee certifying that work has
been performed in accordance with the terms and conditions of the NPDES permit and the approved E&S and post construction stormwater management plans. Completion certificates are needed to ensure that all work is performed in accordance with the terms
and conditions of the permit and the approved E&S and post construction stormwater management plans.
HKS PROJECT NUMBER
8/27/2015 11:00:49 AM
PLOT DATE:
TEMPLATE VERSION: 2.6.8.20141012
19087.000
DATE
03 DECEMBER 2015
ISSUE
100% CONSTRUCTION
DOCUMENTS
SHEET TITLE
ESC-NPDES
SUPPORTING
INFORMATION
REVISED
15 DECEMBER 2015
SHEET NO.
C-704