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SUPPORT 1.800.871.9316 PRIVACY STATEMENT
https://little.thruinc.neUExDn. aspx?id=0186N 1 RY2U0 2/ 17/2011

Sk�_� _�" n s
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T u r bl' n lt2�1
Manufacturing
BE
Construction
F '1'-y
aci a� t
D o cum (.(P--/nts
101 Westinghouse Blvd.
Charlotte, NC 2 8 2 7 (33)
INDEX OF DRAWINGS
CS -01
COVER SHEET
C-500
OVERALL EROSION
CONTROL PLAN (INITIAL PH)
C-100
EXISTING CONDITIONS PLAN
C-501
EROSION CONTROL
PLAN (INITIAL PH)
C-200
OVERALL DEMOLITION PLAN
C-502
EROSION CONTROL
PLAN (INITIAL PH)
C-201
DEMOLITION PLAN
C-503
EROSION CONTROL
PLAN (INITIAL PH)
C-202
DEMOLITION PLAN
C-504
EROSION CONTROL
PLAN (INITIAL PH)
C-203
DEMOLITION PLAN
C-505
OVERALL EROSION
CONTROL PLAN (FINAL PH)
C-204
DEMOLITION PLAN
C-506
EROSION CONTROL
PLAN (FINAL PH)
C-300
OVERALL LAYOUT PLAN
C-507
EROSION CONTROL
PLAN (FINAL PH)
C-301
LAYOUT PLAN
C-508
EROSION CONTROL
PLAN (FINAL PH)
C-302
LAYOUT PLAN
C-509
EROSION CONTROL
PLAN (FINAL PH)
C-303
LAYOUT PLAN
C-600
EROSION CONTROL
DETAILS
C-304
LAYOUT PLAN
C-601
EROSION CONTROL
DETAILS
C-305
LAYOUT PLAN
C-602
SITE DETAILS
C-400
OVERALL GRADING PLAN
C-603
SITE DETAILS
C-401
GRADING PLAN
C-604
SITE DETAILS
EXISTING BUA: 31.36 AC.
C-402
GRADING PLAN
L-100
OVERALL LANDSCAPE PLAN
C-403
GRADING PLAN
L-101
LANDSCAPE PLAN
SIDE (SHOPTON): YES, SIDE(L): NO CREATED BUA/(TOTAL SITE -EXISTING BUA)
C-404
GRADING PLAN
L-102
LANDSCAPE PLAN
PARKING DATA: BUA CALCULATION:
L-103
LANDSCAPE PLAN
MANUFACTURING 1 SPACE/4,000 SF 422,518 SF 106 SPACES
L-104
LANDSCAPE PLAN
OFFICE(ACC. TO MAN.) 1 SPACE/400 SF 40.552 SF 102 SPACES '
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L-200
LANDSCAPE DETAILS
OWNER
SIEMENS REAL ESTATE, INC.
186 WOOD AVENUE SOUTH
ISELIN, NJ 08830
[phone]
CIVIL ENGINEER/LANDSCAPE
LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING
5815 WESTPARK DRIVE
CHARLOTTE, NC 28217
[phone]
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CONTRACTOR
GRAY CONSTRUCTION
10 QUALITY STREET
LEXINGTON, KY 40507
[phone]
SURVEYOR
LAVENDER, SMITH & ASSOCIATES, INC.
NC LICENSE — C-0765
2900 EAST MAIN STREET
SPARTANBURG, SC 29307
VICINITY MAP
SITE INFORMATION
JOB NUMBER SHEET NUMBER
01-7410-0 CS -01
ZONING INFORMATION STREET TREE CALCULATIONS:
SHOPTON ROAD WEST - 1,883 FEET STREET FRONTAGE
0
PROJECT NAME: SIEMENS GAS TURBINE PLANT
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OWNER: SIEMENS REAL ESTATE INC SMALL MATURING TREES REQUIRED = 63
i
PHONE: [phone] LARGE MATURING TREES REQUIRED = 48
0
PLANS PREPARED BY: LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SMALL MATURING TRESS EXISTING = 73+
PHONE: [phone] TOTAL EXISTING TREES MEET THE REQUIRED PLANTING
0
ZONING: 12 JURISDICTION: CHARLOTTE
PROPOSED USE: MANUFACTURING PLANT AND OFFICE BUILDING INTERNAL TREE REQUIREMENT:
MANUFACTURING BUILDING HEIGHT: 57'-10° STORIES: 1
MANUFACTURING BUILDING COVERAGE: 398,247 SF MANUFACTURING GROSS FLOOR AREA: 422,518 SF 831,996 SF IMPERVIOUS AREA / 10,000 SF PER TREE = 84 TREES
`a
OFFICE BUILDING HEIGHT: 103'-2" STORIES: 2 REQUIRED
OFFICE BUILDING COVERAGE: 24,778 SF OFFICE GROSS FLOOR AREA: 40,552 SF TREES PROVIDED = 84+ (SEE PLANTING PLAN)
E
LOT SIZE: 40 DISTURBED ACRES
PARCEL ID#: 19953101 IMPERVIOUS AREA:
BOOK/PAGE: 9880-604
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PROJECT AREA: 40.30 AC. (1007)
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YARD REQUIREMENTS: PRE -DEV. IMPERVIOUS AREA: 9.20 AC. (22.83%)
IL
SETBACK (FRONT): 20 FEET FROM R/W, PROPOSED IMPERVIOUS AREA: 19.10 AC. (47.397)
SIDE YARD(R): 0 OR 5 FEET, SIDE YARD (L): 0 OR 5 FEET POST -DEV. IMPERVIOUS AREA: 28.30 AC. (70.22%)
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REAR YARD: 10 FEET LANDSCAPE AREA: 12.00 AC. (29.78%)
0
REQUIRED BUFFERS: BUA CALCULATION:
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FRONT: NO , REAR: NO
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SIDE (SHOPTON): 50' CLASS A SIDE (L): NO TOTAL SITE: 292.58 AC.
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EXISTING BUA: 31.36 AC.
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REQUIRED SCREENING: PROPOSED BUA: 34.93 AC.
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FRONT: NO, REAR: NO
,
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SIDE (SHOPTON): YES, SIDE(L): NO CREATED BUA/(TOTAL SITE -EXISTING BUA)
F- lLL
34.93 / (292.58-31.36) = 0.1337 = 13.37%
PARKING DATA: BUA CALCULATION:
USE MIN. PARKING REQUIREMENT BLDG. SF. REQUIRED PARKING WATERSHED OVERLAY DISTRICT: LOWER LAKE WYLIE (CRITICAL)
MANUFACTURING 1 SPACE/4,000 SF 422,518 SF 106 SPACES
OFFICE(ACC. TO MAN.) 1 SPACE/400 SF 40.552 SF 102 SPACES '
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TOTAL REQUIRED PARKING 208 SPACES ��^^
ION 18-175(E) OF CITY CODE AND SECTION7CONTROLS
REQUIRED: 208, PROVIDED: ST CONSTRUCTION CONTROLS ADMINISTRATIVE
LFASFMENTS
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CARPOOL: 13, LOADING SPACES: N A NATURAL AREAS AND/OR POST CONSTRUCTI
HANDICAP: 12, LOW EMISSIONS VEHICLES: 12
(PCCEs) MUST BE RECORDED PRIOR TO I
MOTORCYCLE: 15
IFICATE OF OCCUPANCY.
BIKE PARKING DATA:
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USE SHORT TERM LONGTERM BLDG SQ FT
MANUFACTURING 1% OF PARKING 1 PER 40,000SF 422,518 SF
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OFFICE(ACC. TO MAN.) 1 PER 40 OOOSF (MIN OF 2) 1 PER 10 OOOSF 40,552 SF
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TOTAL REQUIRED 8 REQUIRED 16 REQUIRED
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SHORT TERM PROVIDED = 8
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LONG TERM PROVIDED = 16
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JOB NUMBER SHEET NUMBER
01-7410-0 CS -01
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1.37639°
PLANT GRID
PLANT GRID
N 3000.00
E 5000.00
STATE PLANE GRID
N 512628.2817
E 1406627.4279
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This plan is provided for informational purposes only. This plan is prepared using information
provided by others to the Architect . Little Diversified Architectural Consulting is not
responsible for any errors and omission pertaining to this data. Contractor to verify existing
conditions prior to construction.
E, IG-NNG
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WEM-MDs NOTES
A. WETLANDS AND WATERWAY DELINEATION PERFORMED BY ENVIRONMENTAL PERMITTING
CONSULTANTS, MR. CHRIS GROCE, OFFICE PHONE [phone], MOBILE PHONE
[phone].
B. SURVEY OF WETLANDS AND WATERWAY DELINEATION PERFORMED BY LAVENDER
SMITH & ASSOCIATES, INC, SPARTANBURG, SC DATED 29 JULY 2010.
C. DELINEATION HAS BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS ON 20
SEPTEMBER 2010.
GRAPHIC SCALE
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responsible for any errors and omission pertaining to this data. Contractor to verify existing
conditions prior to construction.
E, IG-NNG
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WEM-MDs NOTES
A. WETLANDS AND WATERWAY DELINEATION PERFORMED BY ENVIRONMENTAL PERMITTING
CONSULTANTS, MR. CHRIS GROCE, OFFICE PHONE [phone], MOBILE PHONE
[phone].
B. SURVEY OF WETLANDS AND WATERWAY DELINEATION PERFORMED BY LAVENDER
SMITH & ASSOCIATES, INC, SPARTANBURG, SC DATED 29 JULY 2010.
C. DELINEATION HAS BEEN APPROVED BY THE ARMY CORPS OF ENGINEERS ON 20
SEPTEMBER 2010.
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01-7410-0 C-1 00 :j

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GENERAL NOTES:
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG, SC 29307 AND MERGED WITH INFORMATION PREPARED BY CH2M HILL,
ROUGH GRADING PACKAGE.
B. AS A PART OF THIS CONTRACT, THE SITE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING
DRAWINGS AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW
GRADE IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW
GRADE IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
CALL III nr'
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
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The locations and elevations of existing
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completeness of accuracy thereof. The
contractor shall be exclusively responsible for
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CALL III nr'
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
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CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
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contractor shall be exclusively responsible for
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elevations prior to the start of construction.
CALL III nr'
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
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01-7410-0 C -2 0j

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TREE PROTECTION BARRIER
SEE DETAIL 7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
GENERAL NOTES
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG. SC 29307 AND MERGED WITH INFORMATION PREPARED BY CH2M HILL,
ROUGH GRADING PACKAGE.
B. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS
AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW GRADE
IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE
IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
C. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT
ELEVATIONS OF SUCH PRIOR TO BEGINNING CONSTRUCTION.
D. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY SEWER, WATER AND STORM DRAINAGE) FROM DAMAGE
DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR
THOSE LEFT WITH LESS THAN ACCEPTABLE EARTH COVER.
E. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM
OF DEMOLITION AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
F. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION SEE SHEET C-500 SERIES.
G. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE TREE
PROTECTION BARRICADES OR WITHIN TREE PROTECTION ZONE.
H. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING, DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE
REMOVED UNTIL PROJECT IS COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB-" ON PLANS.
SITE DEI IION NOTES
1. EXISTING PAVEMENT TO BE SAWCUT AND REMOVED. COORDINATE WITH SITE PLAN.
2. EXISTING TREES/SHRUBS TO BE REMOVED.
3. EXISTING FENCE TO BE REMOVED.
4. EXISTING CONCRETE PADS TO BE REMOVED.
5. EXISTING UTILITY LINES TO BE RELOCATED BY OWNER.
6. EXISTING BUILDING TO BE RELOCATED BY OWNER.
7. EXISTING GUARD GATE TO BE REMOVED AND SALVAGED TO OWNER.
B. EXISTING STORM DRAIN LINE TO BE REMOVED.
9. EXISTING RAIL LINE TO BE REMOVED. COORDINATE LIMITS OF REMOVAL WITH PROPOSED
RAIL DRAWINGS.
10. EXISTING UNDERGROUND UTILITY LINE TO BE ABANDONED IN PLACE.
11. EXISTING WOODEN BRIDGE TO BE REMOVED.
12. SEE UTILITY PLANS FOR UTILITY DEMOLITION.
13. EXISTING DIRT ROAD TO BE ABANDONED.
14. EXISTING BOLLARDS TO BE REMOVED.
E1600
�j
MATCHLINE C-203
E1800
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
GRAPHIC SCALE
CALL ULOCO
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
40 0 20 40 80 160
111111 �1 1�
1 " = 40'-0"
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TREE PROTECTION BARRIER
SEE DETAIL 7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
GENERAL NOTES
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG. SC 29307 AND MERGED WITH INFORMATION PREPARED BY CH2M HILL,
ROUGH GRADING PACKAGE.
B. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS
AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW GRADE
IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE
IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
C. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT
ELEVATIONS OF SUCH PRIOR TO BEGINNING CONSTRUCTION.
D. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY SEWER, WATER AND STORM DRAINAGE) FROM DAMAGE
DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR
THOSE LEFT WITH LESS THAN ACCEPTABLE EARTH COVER.
E. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM
OF DEMOLITION AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
F. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION SEE SHEET C-500 SERIES.
G. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE TREE
PROTECTION BARRICADES OR WITHIN TREE PROTECTION ZONE.
H. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING, DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE
REMOVED UNTIL PROJECT IS COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB-" ON PLANS.
SITE DEI IION NOTES
1. EXISTING PAVEMENT TO BE SAWCUT AND REMOVED. COORDINATE WITH SITE PLAN.
2. EXISTING TREES/SHRUBS TO BE REMOVED.
3. EXISTING FENCE TO BE REMOVED.
4. EXISTING CONCRETE PADS TO BE REMOVED.
5. EXISTING UTILITY LINES TO BE RELOCATED BY OWNER.
6. EXISTING BUILDING TO BE RELOCATED BY OWNER.
7. EXISTING GUARD GATE TO BE REMOVED AND SALVAGED TO OWNER.
B. EXISTING STORM DRAIN LINE TO BE REMOVED.
9. EXISTING RAIL LINE TO BE REMOVED. COORDINATE LIMITS OF REMOVAL WITH PROPOSED
RAIL DRAWINGS.
10. EXISTING UNDERGROUND UTILITY LINE TO BE ABANDONED IN PLACE.
11. EXISTING WOODEN BRIDGE TO BE REMOVED.
12. SEE UTILITY PLANS FOR UTILITY DEMOLITION.
13. EXISTING DIRT ROAD TO BE ABANDONED.
14. EXISTING BOLLARDS TO BE REMOVED.
E1600
�j
MATCHLINE C-203
E1800
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
GRAPHIC SCALE
CALL ULOCO
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
40 0 20 40 80 160
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JOB NUMBER SHEET NUMBER
01-7410-0 0-202

E1800
E2000
LEGEND
KEY PLAN
V=1000
TREE PROTECTION BARRIER
SEE DETAIL 7 C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
GENERAL NOTES
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG, SC 29307 AND MERGED WITH INFORMATION PREPARED BY C112M HILL,
ROUGH GRADING PACKAGE.
B. COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE PLANT GRID SYSTEM. THE RELATIONSHIP BETWEEN THE PLANT GRID
SYSTEM AND THE STATE PLANE GRID SYSTEM IS SHOWN GRAPHICALLY ON SHEET C-100.
C. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS
AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW GRADE
IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE
IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
D. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT
ELEVATIONS OF SUCH PRIOR TO BEGINNING CONSTRUCTION.
E. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY SEWER, WATER AND STORM DRAINAGE) FROM DAMAGE
DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR
THOSE LEFT WITH LESS THAN ACCEPTABLE EARTH COVER.
F. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM
OF DEMOLITION AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
G. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION SEE SHEET C-500 SERIES.
H. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE TREE
PROTECTION BARRICADES OR WITHIN TREE PROTECTION ZONE.
I. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING, DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE
REMOVED UNTIL PROJECT IS COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB-" ON PLANS.
LL
EXISTING SS
1 f
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O
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z
SITE DEMOLITION NOTED
1. EXISTING PAVEMENT TO BE SAWCUT AND REMOVED. COORDINATE WITH SITE PLAN.
2. EXISTING TREES/SHRUBS TO BE REMOVED.
3. EXISTING FENCE TO BE REMOVED.
4. EXISTING CONCRETE PADS TO BE REMOVED.
5. EXISTING UTILITY LINES TO BE RELOCATED BY OWNER.
6. EXISTING BUILDING TO BE RELOCATED BY OWNER.
7. EXISTING GUARD GATE TO BE REMOVED AND SALVAGED TO OWNER.
B. EXISTING STORM DRAIN LINE TO BE REMOVED.
9. EXISTING RAIL LINE TO BE REMOVED. COORDINATE LIMITS OF REMOVAL WITH PROPOSED
RAIL DRAWINGS.
10. EXISTING UNDERGROUND UTILITY LINE TO BE ABANDONED IN PLACE.
11. EXISTING WOODEN BRIDGE TO BE REMOVED.
12. SEE UTILITY PLANS FOR UTILITY DEMOLITION.
13. EXISTING DIRT ROAD TO BE ABANDONED.
14. EXISTING BOLLARDS TO BE REMOVED.
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
CALL ULOCO
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
GRAPHIC SCALE
40 0 20 40 80 160
1 " =
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LEGEND
KEY PLAN
V=1000
TREE PROTECTION BARRIER
SEE DETAIL 7 C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
GENERAL NOTES
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG, SC 29307 AND MERGED WITH INFORMATION PREPARED BY C112M HILL,
ROUGH GRADING PACKAGE.
B. COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE PLANT GRID SYSTEM. THE RELATIONSHIP BETWEEN THE PLANT GRID
SYSTEM AND THE STATE PLANE GRID SYSTEM IS SHOWN GRAPHICALLY ON SHEET C-100.
C. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS
AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW GRADE
IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE
IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
D. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT
ELEVATIONS OF SUCH PRIOR TO BEGINNING CONSTRUCTION.
E. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY SEWER, WATER AND STORM DRAINAGE) FROM DAMAGE
DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR
THOSE LEFT WITH LESS THAN ACCEPTABLE EARTH COVER.
F. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM
OF DEMOLITION AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
G. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION SEE SHEET C-500 SERIES.
H. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE TREE
PROTECTION BARRICADES OR WITHIN TREE PROTECTION ZONE.
I. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING, DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE
REMOVED UNTIL PROJECT IS COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "-TPB-" ON PLANS.
LL
EXISTING SS
1 f
WAREHOUSE
T.
O
ICTICT
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SITE DEMOLITION NOTED
1. EXISTING PAVEMENT TO BE SAWCUT AND REMOVED. COORDINATE WITH SITE PLAN.
2. EXISTING TREES/SHRUBS TO BE REMOVED.
3. EXISTING FENCE TO BE REMOVED.
4. EXISTING CONCRETE PADS TO BE REMOVED.
5. EXISTING UTILITY LINES TO BE RELOCATED BY OWNER.
6. EXISTING BUILDING TO BE RELOCATED BY OWNER.
7. EXISTING GUARD GATE TO BE REMOVED AND SALVAGED TO OWNER.
B. EXISTING STORM DRAIN LINE TO BE REMOVED.
9. EXISTING RAIL LINE TO BE REMOVED. COORDINATE LIMITS OF REMOVAL WITH PROPOSED
RAIL DRAWINGS.
10. EXISTING UNDERGROUND UTILITY LINE TO BE ABANDONED IN PLACE.
11. EXISTING WOODEN BRIDGE TO BE REMOVED.
12. SEE UTILITY PLANS FOR UTILITY DEMOLITION.
13. EXISTING DIRT ROAD TO BE ABANDONED.
14. EXISTING BOLLARDS TO BE REMOVED.
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
CALL ULOCO
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
GRAPHIC SCALE
40 0 20 40 80 160
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JOB NUMBER SHEET NUMBER
0-7410-0 C-203

GENERAL NOTES
A. PARTIAL BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A SURVEY PROVIDED BY LAVENDER, SMITH &
ASSOCIATES, INC. 2900 EAST MAIN STREET SPARTANBURG, SC 29307 AND MERGED WITH INFORMATION PREPARED BY CH2M HILL,
ROUGH GRADING PACKAGE.
B. AS A PART OF THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY A PRIVATE UTILITY LOCATOR SERVICE, RESEARCH EXISTING DRAWINGS
AND OTHER DOCUMENTATION, CONSULT WITH THE OWNER'S MAINTENANCE DEPARTMENT, AND DOCUMENT ANY OTHER BELOW GRADE
IMPROVEMENTS NOT CHARTED BY THE SURVEYOR, PRIOR TO BEGINNING CONSTRUCTION. ANY EXISTING UTILITIES AND BELOW GRADE
IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE
OWNER.
C. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE
APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE, AND INVERT
ELEVATIONS OF SUCH PRIOR TO BEGINNING CONSTRUCTION.
D. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY SEWER, WATER AND STORM DRAINAGE) FROM DAMAGE
DURING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR
THOSE LEFT WITH LESS THAN ACCEPTABLE EARTH COVER.
E. INSTALL TEMPORARY STONE INLET SEDIMENT TRAPS AT ALL EXISTING STORM DRAINAGE STRUCTURES ADJACENT TO OR DOWNSTREAM
OF DEMOLITION AREAS TO PREVENT FLOW OF SEDIMENT AND DEBRIS INTO EXISTING STORM DRAINAGE SYSTEMS.
F. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION SEE SHEET C-500 SERIES.
G. NO SOIL DISTURBANCE, SOIL COMPACTION, CONSTRUCTION MATERIALS, OR CONSTRUCTION TRAFFIC ALLOWED BEYOND THE TREE
PROTECTION BARRICADES OR WITHIN TREE PROTECTION ZONE.
H. TREE PROTECTION BARRICADES MUST BE INSTALLED PRIOR TO ANY GRADING, DEMOLITION, OR CONSTRUCTION AND SHALL NOT BE
REMOVED UNTIL PROJECT IS COMPLETED. TREE PROTECTION BARRICADES ARE INDICATED AS "—TPB—" ON PLANS.
SITE DEMOLITION NOTES:
1. EXISTING PAVEMENT TO BE SAWCUT AND REMOVED. COORDINATE WITH SITE PLAN.
2. EXISTING TREES/SHRUBS TO BE REMOVED.
3. EXISTING FENCE TO BE REMOVED.
4. EXISTING CONCRETE PADS TO BE REMOVED.
5. EXISTING UTILITY LINES TO BE RELOCATED BY OWNER.
6. EXISTING BUILDING TO BE RELOCATED BY OWNER.
7. EXISTING GUARD GATE TO BE REMOVED AND SALVAGED TO OWNER.
6. EXISTING STORM DRAIN LINE TO BE REMOVED.
9. EXISTING RAIL LINE TO BE REMOVED. COORDINATE LIMITS OF REMOVAL WITH PROPOSED
RAIL DRAWINGS.
10. EXISTING UNDERGROUND UTILITY LINE TO BE ABANDONED IN PLACE.
11. EXISTING WOODEN BRIDGE TO BE REMOVED.
12. SEE UTILITY PLANS FOR UTILITY DEMOLITION.
13. EXISTING DIRT ROAD TO BE ABANDONED.
14. EXISTING BOLLARDS TO BE REMOVED.
LEGEND
TREE PROTECTION BARRIER
SEE DETAIL 7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
KEY PLAN
1"=1000'
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CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
CALL ULOCO
BEFORE YOU DIG
STOP
800-632-4949 AVOID
UTILITY DAMAGE
GRAPHIC SCALE
40 0 20 40 BO 160
1 " = 40'-0"
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JOB NUMBER SHEET NUMBER
01-7410-0 C-300

GENERAL NOTES
PROVIDED:
A.
ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE
CARPOOL: 13,
LOADING SPACES:
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
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B.
THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
12
Z
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
Z
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
BIKE PARKING DATA:
LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
SHORT TERM
LONG TERM
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
MANUFACTURING
1% OF PARKING
PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
422,518 SF
OFFICE(ACC. TO MAN.)
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
1 PER 10.000SF
40.552 SF
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
8 REQUIRED
16 REQUIRED
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT PRIVATE LOCATION
SHORT TERM PROVIDED
= 8
SERVICE PRIOR TO DIGGING.
C.
ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
0
SHALL BE FIELD VERIFIED AND MATCHED.
D.
CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
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BOTTOM OF SIGN IN LOCATION SHALL BE 7'-0".
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SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
9M LAYOUT NOTES
1.
LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
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2.
HEAVY DUN ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
3.
HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
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GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
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CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
GRAPHIC SCALE
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18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
7.
18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
40
0 20 40 80 160
8.
4" WIDE WHITE PARKING STRIPING.
9.
ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
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10.
ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
- 40 -op;
11.
PAINTED STOP BAR. SEE NOTE A THIS SHEET.
12.
TRAFFIC ARROW. SEE DETAIL 7/C-602
13.
CHAIN LINK FENCE. SEE DETAIL B/C-602.
14.
BIKE RACK AND LOCKERS. SEE DETAIL 2&6/C-603.
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4" WIDE WHITE LANE STRIPE.
16.
NOSE DOWN CURB OVER 3'. SEE DETAIL 11/C-602.
17.
CROSSWALK RAMP. SEE DETAIL 3/C-602.
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CONNECT NEW CHAIN LINK FENCE TO EXISTING.
19.
NEW RETAINING WALL WITH GUARDRAILS. SEE DETAIL 3&7/C-603.
20.
NEW CROSSWALK STRIPING. SEE DETAIL 6/C-602.
21.
NEW PERIMETER FENCE. SEE DETAIL 8/C-603.
ZONING INFORMATION
PROJECT NAME: SIEMENS GAS TURBINE PLANT
OWNER: SIEMENS REAL ESTATE, INC
PHONE: [phone]
PLANS PREPARED BY: LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING
PHONE: [phone]
ZONING: 12 JURISDICTION: CHARLOTTE
PROPOSED USE: MANUFACTURING PLANT AND OFFICE BUILDING
MANUFACTURING BUILDING HEIGHT: 57'-10" STORIES: 1
MANUFACTURING BUILDING COVERAGE: 398.247 SF MANUFACTURING GROSS FLOOR AREA: 422.518 SF
OFFICE BUILDING HEIGHT: 103'-2" STORIES: 2
OFFICE BUILDING COVERAGE: 24,778 SF OFFICE GROSS FLOOR AREA: 40,552 SF
LOT SIZE: 40 DISTURBED ACRES
PARCEL ID#: 19953101
BOOK/PAGE: 9880-604
YARD REQUIREMENTS:
SETBACK (FRONT): 20 FEET FROM R/W,
SIDE YARD(R): 0 OR 5 FEET, SIDE YARD (L): 0 OR 5 FEET
REAR YARD: 10 FEET
REQUIRED BUFFERS:
FRONT: NO , REAR: NO
SIDE (SHOPTON): 50' CLASS A SIDE (L): NO
REQUIRED SCREENING:
FRONT: NO, REAR: NO
SIDE (SHOPTON): YES, SIDE(L): NO
PARKING DATA:
USE MIN PARKING REQUIREMENT BLDG. SF. REQUIRED PARKING
MANUFACTURING 1 SPACE/4,000 SF 422,518 SF 106 SPACES
REQUIRED: 208,
PROVIDED:
509
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CARPOOL: 13,
LOADING SPACES:
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HANDICAP: 12,
LOW EMISSIONS VEHICLES:
12
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MOTORCYCLE: 15
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BIKE PARKING DATA:
USE
SHORT TERM
LONG TERM
BLDG SO FT
MANUFACTURING
1% OF PARKING
1 PER 40,000SF
422,518 SF
OFFICE(ACC. TO MAN.)
1 PER 40.000SF (MIN OF 2)
1 PER 10.000SF
40.552 SF
TOTAL REQUIRED
8 REQUIRED
16 REQUIRED
SHORT TERM PROVIDED
= 8
LONG TERM PROVIDED
= 16
0
STREET TREE CALCULATIONS:
SHOPTON ROAD WEST - 1,883 FEET STREET FRONTAGE
• SMALL MATURING TREES REQUIRED = 63
• LARGE MATURING TREES REQUIRED - 48
• SMALL MATURING TRESS EXISTING - 73+
• TOTAL EXISTING TREES MEET THE REQUIRED PLANTING
INTERNAL TREE REQUIREMENT:
831,996 SF IMPERVIOUS AREA / 10,000 SF PER TREE - 84 TREES
REQUIRED
TREES PROVIDED = 84+ (SEE PLANTING PLAN)
IMPERVIOUS AREA:
PROJECT AREA: 40.30 AC. (100%)
PRE -DEV. IMPERVIOUS AREA: 9.20 AC. (22.83%)
PROPOSED IMPERVIOUS AREA: 19.10 AC. (47.39%)
POST -DEV. IMPERVIOUS AREA: 28.30 AC. (70.22%)
LANDSCAPE AREA: 12.00 AC. (29.787)
BUA CALCULATION:
TOTAL SITE: 292.58 AC.
EXISTING BUA: 31.36 AC.
PROPOSED BUA: 34.93 AC.
CREATED BUA/(TOTAL SITE -EXISTING BUA)
34.93 / (292.58-31.36) = 0.1337 = 13.37%
BUA CALCULATION:
WATERSHED OVERLAY DISTRICT: LOWER LAKE WYLIE (CRITICAL)
NOTE:
PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE
CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALL
REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS
EASEMENTS (PCCEs) MUST BE RECORDED PRIOR TO ISSUANCE OF
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A. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
%B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
\ LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
_ PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE, CONTACT PRIVATE LOCATION
SERVICE PRIOR TO DIGGING.
\ C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
SHALL BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
E2400
MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO
PROCEEDING.
�[ I E. ANY UNSUITABLE MATERIAL OR ROCK ON SITE IS TO BE QUANTIFIED BY A
GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
7lc OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
• UNCOVERED.
` F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
\ ` G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
` 15
' 3 •,' x H. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
..,,..... PARKING SPACES SIGNS AS PRESCRIBED BY THE NC OT MANUAL ON UNIFORM
'.: TRAFFIC CONTROL DEVICES AND APPROVED FOR USE UNDER GENERAL STATUTE
' 19 ' . 20-37.6 AS AMENDED. (SR7- -
�"� I SIGN). B - M FINISH RADE TO
NDE 6 SI BD "PENALTY" SIGN AND WHERE
APPUCABLE 'VAN ACCESSIBLE- SI EIGHT FROM ED G
BOTTOM OF SIGN IN LOCATION SHA BET 0"
................. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED
- r ` SITE LAYOUT NOTES
I _
1. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
,,,,,,,, L... " .._.._............. _ _ ,,,, ,,,,,,,,,, _ .,,,,,,,. 2. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
\/
24.0'62.0' 5.0
...............
- 19 3. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
4. GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
J j E2600 5. CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
i i �, ` 6. 18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
� 7. 18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
8. 4" WIDE WHITE PARKING STRIPING.
fJ 9. ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
10. ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
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%B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
\ LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
_ PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE, CONTACT PRIVATE LOCATION
SERVICE PRIOR TO DIGGING.
\ C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
SHALL BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
E2400
MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO
PROCEEDING.
�[ I E. ANY UNSUITABLE MATERIAL OR ROCK ON SITE IS TO BE QUANTIFIED BY A
GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
7lc OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
• UNCOVERED.
` F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
\ ` G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
` 15
' 3 •,' x H. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
..,,..... PARKING SPACES SIGNS AS PRESCRIBED BY THE NC OT MANUAL ON UNIFORM
'.: TRAFFIC CONTROL DEVICES AND APPROVED FOR USE UNDER GENERAL STATUTE
' 19 ' . 20-37.6 AS AMENDED. (SR7- -
�"� I SIGN). B - M FINISH RADE TO
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................. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED
- r ` SITE LAYOUT NOTES
I _
1. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
,,,,,,,, L... " .._.._............. _ _ ,,,, ,,,,,,,,,, _ .,,,,,,,. 2. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
\/
24.0'62.0' 5.0
...............
- 19 3. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
4. GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
J j E2600 5. CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
i i �, ` 6. 18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
� 7. 18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
8. 4" WIDE WHITE PARKING STRIPING.
fJ 9. ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
10. ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
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- -- ----- --- -- ---- - `"` "-'^- ` 19. NEW RETAINING WALL WITH GUARDRAILS. SEE DETAIL 3&7/C-603.
pp 20. NEW CROSSWALK STRIPING. SEE DETAIL 6/C-602.
E2000 21. NEW PERIMETER FENCE. SEE DETAIL B/C-603.
-- "- 22. APPROXIMATE LOCATION OF PICNIC AREA.
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JOB NUMBER SHEET NUMBER
01-7410-0c C-303

GMERAL NOTM:
A. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT PRIVATE LOCATION
SERVICE PRIOR TO DIGGING.
C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
SHALL BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO
PROCEEDING.
E. ANY UNSUITABLE MATERIAL OR ROCK ON SITE IS TO BE QUANTIFIED BY A
GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
UNCOVERED.
F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
H. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
PARKING SPACES SIGNS AS PRESCRIBED BY THE NCDOT MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND APPROVED FOR USE UNDER GENERAL STATUTE
20-37.6 AS AMENDED. (R7-8 SIGN, R7 -8D "PENALTY" SIGN AND WHERE
APPLICABLE "VAN ACCESSIBLE" SIGN). HEIGHT FROM FINISHED GRADE TO
BOTTOM OF SIGN IN LOCATION SHALL BE 7'-0".
I. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 1
Sn LAYOUT NOTED i
1. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
2. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
3. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
4. GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
5. CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
6. 18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
7. 18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
8. 4" WIDE WHITE PARKING STRIPING.
9. ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
10. ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
11. PAINTED STOP BAR. SEE NOTE A THIS SHEET.
12. TRAFFIC ARROW. SEE DETAIL 7/C-602
13. CHAIN LINK FENCE. SEE DETAIL 8/C-602.
14. BIKE RACK AND LOCKERS. SEE DETAIL 2&6/C-603.
15. 4" WIDE WHITE LANE STRIPE.
16. NOSE DOWN CURB OVER 3'. SEE DETAIL 11/C-602.
17. CROSSWALK RAMP. SEE DETAIL 3/C-602.
18. CONNECT NEW CHAIN LINK FENCE TO EXISTING.
19. NEW RETAINING WALL WITH GUARDRAILS. SEE DETAIL 3&7/C-603.
20. NEW CROSSWALK STRIPING. SEE DETAIL 6/C-602.
21. NEW PERIMETER FENCE. SEE DETAIL 8/C-603.
1
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MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT PRIVATE LOCATION
SERVICE PRIOR TO DIGGING.
C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
SHALL BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO
PROCEEDING.
E. ANY UNSUITABLE MATERIAL OR ROCK ON SITE IS TO BE QUANTIFIED BY A
GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
UNCOVERED.
F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
H. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
PARKING SPACES SIGNS AS PRESCRIBED BY THE NCDOT MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND APPROVED FOR USE UNDER GENERAL STATUTE
20-37.6 AS AMENDED. (R7-8 SIGN, R7 -8D "PENALTY" SIGN AND WHERE
APPLICABLE "VAN ACCESSIBLE" SIGN). HEIGHT FROM FINISHED GRADE TO
BOTTOM OF SIGN IN LOCATION SHALL BE 7'-0".
I. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 1
Sn LAYOUT NOTED i
1. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
2. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
3. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
4. GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
5. CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
6. 18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
7. 18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
8. 4" WIDE WHITE PARKING STRIPING.
9. ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
10. ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
11. PAINTED STOP BAR. SEE NOTE A THIS SHEET.
12. TRAFFIC ARROW. SEE DETAIL 7/C-602
13. CHAIN LINK FENCE. SEE DETAIL 8/C-602.
14. BIKE RACK AND LOCKERS. SEE DETAIL 2&6/C-603.
15. 4" WIDE WHITE LANE STRIPE.
16. NOSE DOWN CURB OVER 3'. SEE DETAIL 11/C-602.
17. CROSSWALK RAMP. SEE DETAIL 3/C-602.
18. CONNECT NEW CHAIN LINK FENCE TO EXISTING.
19. NEW RETAINING WALL WITH GUARDRAILS. SEE DETAIL 3&7/C-603.
20. NEW CROSSWALK STRIPING. SEE DETAIL 6/C-602.
21. NEW PERIMETER FENCE. SEE DETAIL 8/C-603.
1
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SEE RAIL DRAWINGS
FOR RAIL LAYOUT
13
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01-7410-0 C-304

BITE LAYOUT NOTE&
1. LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
2. HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1/C-602.
3. HEAVY DUTY CONCRETE PAVEMENT. SEE DETAIL 2/C-602.
4. GRAVEL PAVEMENT. SEE DETAIL 12/C-602.
5. CONCRETE SIDEWALK. SEE DETAIL 9/C-602.
6. 18" CONCRETE CURB AND GUTTER. SEE DETAIL 10/C-602.
7. 18" WIDE CONCRETE FLUME. SEE DETAIL 5/C-602.
B. 4" WIDE WHITE PARKING STRIPING.
9. ACCESSIBLE PARKING STRIPING AND SIGNAGE. SEE DETAIL 13/C-602.
10. ACCESSIBLE CURB RAMP. SEE DETAIL 1/C603.
11. PAINTED STOP BAR. SEE NOTE A THIS SHEET.
12. TRAFFIC ARROW. SEE DETAIL 7/C-602
13. CHAIN LINK FENCE. SEE DETAIL 8/C-602.
14. BIKE RACK AND LOCKERS. SEE DETAIL 2&6/C-603.
15. 4" WIDE WHITE LANE STRIPE.
16. NOSE DOWN CURB OVER 3'. SEE DETAIL 11/C-602.
17. CROSSWALK RAMP. SEE DETAIL 3/C-602.
18. CONNECT NEW CHAIN LINK FENCE TO EXISTING.
19. NEW RETAINING WALL WITH GUARDRAILS. SEE DETAIL 3&7/C-603.
20. NEW CROSSWALK STRIPING. SEE DETAIL 6/C-602.
21, NEW PERIMETER FENCE. SEE DETAIL 8/C-603.
GENERAL NOTES:
A. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN
THE CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE
LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION
AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY
PRIOR TO ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF
UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE
NONEXISTENCE OF OR A DEFINITE LOCATION. UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT PRIVATE LOCATION
SERVICE PRIOR TO DIGGING.
C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS
SHALL BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT
MAY REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO
PROCEEDING.
E. ANY UNSUITABLE MATERIAL OR ROCK ON SITE IS TO BE QUANTIFIED BY A
GEOTECHNICAL ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY
OWNER, OR OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS
UNCOVERED.
F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
H. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
PARKING SPACES SIGNS AS PRESCRIBED BY THE NCDOT MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND APPROVED FOR USE UNDER GENERAL STATUTE
20-37.6 AS AMENDED. (R7-8 SIGN, R7 -8D "PENALTY' SIGN AND WHERE
APPLICABLE "VAN ACCESSIBLE" SIGN). HEIGHT FROM FINISHED GRADE TO
I. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.) A
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01-7410-0 C-400

STORM DRAINAGE TABLE
PIPE
UPSTREAM
STRUCTURE
COMMENTS
FROM
TO
SIZE
LENGTH
SLOPE
UP
DOWN
e: Industrial -Heavy
(in)
(in)
(ft)
(ft/ft)
INV.
INV.
GRATE ELEV
ff138
DI -1
DI -2
18
58.10
0.007
618.20
617.82
622.25
Class V
DI -2
DI -3
24
59.84
0.005
617.32
617.02
622.50
Proposed New BUA(SF):
DI -3
DI -4
24
100.00
0.005
617.02
616.52
625.00
CB -12
D14
DI -5
24
90.01
0.005
616.52
616.07
625.00
CB -13
DI5
D16
30
21.00
0.005
615.57
615.47
625.25
FES A-1
DI -6
DI -8
30
237. 84
0.0 05
615.47
614.28
625.25
FES B-1
DI -7
DI -8
15
17.60
0.006
615.64
615.54
622.96
Class V
DI -8
EX DI -1
30
79.85
0.005
614.28
613.88
622.80
Class V
EX DI -1
EX DI -2
36
136.31
0.010
613.48
612.11
622.70
FES E-1
___UI 40
EX DI -2
15
174.71
0.010
616.06
614.31
619.87
FES -6
EX DI -2
EX DI -3
36
153.44
0.010
612.11
610.57
622.70
FES G-1
EX DI -3
EX DI -4
36
147.91
0.010
610.57
609.09
623.30
Class V
EX DI -4
D1-10
36
152.91
0.026
609.09
605.09
614.50
Class V
61 -6
JB3
18
66.68
J. -mo
517._92
617.02
62-2.40
Class V
JB -1
JB -2
18
91.06
0.010
618.44
617.52
622.25
Class V
JB -2
JB -3
18
63.65
0.091
617.52
611.75
622.83
JB -3
JB -4
18
35.71
0.133
611.75
607.00
622.83
JB -4
DI -10
18
21.29
0.019
607.00
606.59
613.00
DI -10
CB -5
42
86.04
0.005
604.59
604.16
610.75
CB -5
CB -6
42
124.18
0.005
603.71
603.09
609.66
CB -6
DI -35
42
123.81
0.005
603.09
602.47
609.66
Class V
DI -35
FES -1
42
27.50
0.005
602.47
602.33
609.66
Class V
DI -28
DI -29
18
112.59
0.060
606.05
599.25
610.55
D1-29
CB -1
18
85.98
0.011
599.25
598.32
603.75
CB -1
CB -4
24
124.05
0.005
597.82
597.20
603.20
Class V
C3-2
CB -3
18
125.65
0.005
601.46
600.84
605.96
Class V
CB -3
CB -4
18
102.64
0.026
600.84
598.20
605.70
Class V
CB -4
61-34
24
124.01
0.005
596.70
596.08
603.20
Class V
DI -34
FES -2
30
79.00
0.010
592.76
592.00
603.20
___UI 30
61-31
18
86.00
0.005
595.95
595.52
600.45
DI -31
DI -32
24
124.00
0.005
595.02
594.40
600.45
DI -32
DI -33
24
124.00
0.010
5 94. 40
593.16
600.45
151-33
FES -3
24
77.85
0.010
591.27
590.50
600.45
Class V
STORM DRAINAGE TABLE
PIPE
UPSTREAM
STRUCTURE
COMMENTS
FROM
TO
SIZE
LENGTH
SLOPE
UP
DOWN
e: Industrial -Heavy
(in)
(I n)
(ft)
(ft/ft)
INV.
INV.
GRATE ELEV
ff138
CB -7
CB -11
15
124.13
0.005
608.90
608.28
612.90
Existing Built -upon -area (SF):
CB -8
CB -11
18
44.04
0.005
608.25
608.03
612.06
Proposed New BUA(SF):
CB -9
CB -10
18
123.99
0.005
610.50
609.88
614.75
CB -12
CB 10
CB 11
18
113.69
0 016
609.88
608 03
614.75
CB -13
CB -11
DI -36
24
124.04
0.005
607.53
606.91
612.80
FES A-1
DI -36
FES -4
24
19.70
0.005
606.91
606.81
612.80
FES B-1
DI -11
51-12
18
59.36
0.005
616.04
615.74
623.35
Class V
DI -12
DI -14
24
59.15
0.005
615.24
614.94
623.35
Class V
DI -13
JB -5
18
50.50
0.008
615.10
614.69
621.50
FES E-1
DI -14
JB -5
24
98.12
0.005
614.94
614.45
625.00
FES -6
DI -18
JB-6
24
100.12
0.005
614.45
613.94
625.00
FES G-1
FES G-2
JB -6
15
50.50
0.034
616.50
614.79
621.06
Class V
JB -200
DI -17
30
183.76
0.005
613.54
612.62
625.00
Class V
FES -10
DI -15
18
68.17
0.023
616.00
614.45
623.25
Class V
11-5
EXD15
30
115.21
0.005
612.62
612.04
623.25
Class V
EXD15
15
84.67
0.024
615.28
613.29
621.00
c Tr E m
r
EX D1-6
36
146.11
0.005
612.04
611.31
623.00
EX DI -6
JB -8
36
113.40
0.005
611.31
610.74
623.00
DI -37
JB -8
18
28.49
0.097
615.00
612.24
622.50
DI -19
JB -7
18
68.50
0.010
614.93
614.24
621.40
DI -20
DI -21
15
100.00
0.005
615.25
614.75
621.65
Class V
DI -21
JB -7
15
52.24
0.005
614.76
614.50
621.65
Class V
JB -7
JB -8
18
61.22
0.033
614.24
612.24
622.92
JB -8
61-23
36
54.32
0.005
610.74
610.46
623.50
D1-22
DI -23
15
3.8
0.073
615.00
612.21
621.65
Class V
DI23
DI 25
36
96.21
0.005
610.46
_66-99-7
622.00
Class V
DI -24
D125
15
32.31
0.102
615.00
611 72
621.65
Class V
DI25
D12-7
36
47.70
m65
609.97
609.7-3
623.00
Class V
JB -9
JB -10
24
112.00
0.020
618.50
616.25
623.31
JB -10
JB -11
24
84.00
0.020
616.25
614.57
623.31
JB -11
DI -26
24
143.43
0.029
614.57
610.44
623.31
DI -26
DI -27
36
42.41
0.005
609.94
609.73
623.60
DI -27
JB -12
36
48.65
0.013
609.73
609.10
623.78
Class V
JB -12
JB -13
36
77.94
0.063
609.00
604.10
623.78
STORM DRAINAGE TABLE
PIPE
UPSTREAM
STRUCTURE
COMMENTS
Siemens Gas Turbine Manufacturing
TO
SIZE
LENGTH
SLOPE
UP
DOWN
Land Use/Development T
e: Industrial -Heavy
(in)
(ft)
(ft/ft)
INV.
INV.
GRATE ELEV
N
ff138
FES -6
42
129.94
0.010
611.70
610.40
619.50
12.11
Existing Built -upon -area (SF):
FES 7
15
55.58
0.015
619.83
619.00
624.25
29,346
Proposed New BUA(SF):
760,680
403,214
Proposed %BUA :
78%
82%
Density (High / Low)
High
check
CB -12
CB -13
15
34.50
0.005
608.00
607.83
611.50
CB -13
FES -8
15
33.55
0.005
607.83
607.65
611.50
FES A-1
FES A-2
24
81.82
0.005
613.60
613.15
N/A
Q
FES B-1
FES B-2
18
81.17
0.006
614.00
613.50
N/A
FES C-1
FES C-2
48
102.71
0.005
607.05
606.53
N/A
Z
FES D-1
FES D-2
15
48.20
0.005
621.16
620.91
N/A
Class V
FES E-1
FES E-2
15
45.59
0.009
620.91
620.50
N/A
Class V
FES -6
DI -18
15
144.02
0.036
620.50
615.28
N/A
z
Q
FES G-1
FES G-2
15
48.10
0.005
621.00
620.76
N/A
JB -100
JB -200
36
0.00
0.000
match ex
match ex
0.00
Class V
OS -1
FES -10
48
91.00
0.010
581.75
580.80
0.00
OS -2
FES -9
36
72.00
0.028
597.00
595.00
0.00
GRADING NOTES:
1. ALL NEW CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS FINISHED
GRADES. THE GRADING CONTRACTOR MUST MAKE ALLOWANCES FOR
THICKNESS OF PAVING SECTIONS, CONCRETE SLABS, AND 4" OF
REDISTRIBUTED TOPSOIL WHEN GRADING.
2. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED
TO DRAIN FREELY. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION,
WHETHER INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTION, SHALL BE
FINE GRADED AND SEEDED TO ESTABLISH A PERMANENT LAWN.
3. CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND
TOP ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO INSURE THAT
GRATES AND TOPS ARE FLUSH WITH FINISHED GRADE.
4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY,
STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION.
ALL UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR THOSE
LEFT WITH LESS THAN ACCEPTABLE MINIMUM EARTH COVER SHALL BE
RELOCATED AS DETERMINED BY THE CIVIL ENGINEER.
5. NO SLOPES SHALL BE GRADED STEEPER THAN 3:1, UNLESS INDICATED
OTHERWISE.
6. ALL PIPE TO BE RCP CLASS III, UNLESS OTHERWISE NOTED.
7. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR.
8. ALL ROAD IMPROVEMENTS AT SHOPTON ROAD WEST, AND WESTINGHOUSE
BOULEVARD ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
10. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%
SLOPE ON THE CURB.
11. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
12. CURB AND GUTTER SHOWN ON PLANS ALONG SHOPTON ROAD WEST AND
WESTINGHOUSE BOULEVARD MAY BE ADJUSTED BASED UPON FIELD STAKING
BE CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE
MODIFICATION BASED UPON FIELD CONDITIONS.
13. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE
STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE
EASEMENT AREA. ANY OTHER OBJECT WHICH IMPEDE STORM WATER FLOW
OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
14. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE
CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK,
AND OTHER ACCUMULATIONS.
KEY PLAN
1 "=1000'
PCCO SUMMARY
Y Tt4Pr I%'
BMP Inset Table__
Wet Pond
Project Name:
Siemens Gas Turbine Manufacturing
Se uence ID:
Pond A
Surface Areas . ft.:
421.886
Drainage Area (acres):
23.61
Land Use/Development T
e: Industrial -Heavy
Percent Built -Upon Area:
78.00%
Permanent Pool Depth ft.:
7.75
Forebay Permanent Pool Depth ft.: 7.75
Flow Diverter Present (Y/N):
N
Regulated By:
Post Controls Ordinance
Treatment Effectiveness:
Optimal
INC State Plane X eastin
: 547327
INC State Plane Y (northing):
1390300
PCCO SUMMARY
Original Parcel ID Number(s):
19953101
Development Type:
Industrial
Subject to PCCO? Y/N
Y
If NO, why?
-- Click for Dropdown --
Watershed:
Western Catawba
Disturbed Area (ac):
40.3
0
Site Area (ac):
292.58
0
DA#1
DA#2
Total on-site Drainage Area (ac):
23.61
12.11
Existing Built -upon -area (SF):
241,758
158,994
Existing BUA to be removed (SF):
200,246
129,648
Existing BUA to remain (SF):
41,512
29,346
Proposed New BUA(SF):
760,680
403,214
Proposed %BUA :
78%
82%
Density (High / Low)
High
High
Total Post -Project BUA for site:
9.13%
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
N/A
Natural Area Provided (ac):
N/A
J
a
Total stream buffer protected on-site (ac):
1414886
Transit Station Area? Y/N
N
Distressed Business District? Y/N
N
of
,Mitigation Type (if applicable)
N/A
Natural Area miti ation? Y/N
N
Q
Buffer Mitigation? Y/N
N
Total Phosphorous Mitigation? Y/N
N
PO,A„
BOTTOM OF POND = 581.75
TOP OF PERMANENT
POOL = 589.50
TOP OF BERM = 593.50
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592.00 ,
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JOB NUMBER SHEET NUMBER
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01-7410-0 C-500

EROSION
CONTROL
LEGEND
0-0
BLOCK AND
GRAVEL
0
INLET PROTECTION
0-0
SEE DETAIL
1/C-600
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SILT FENCE
SEE DETAIL
8/C-600
BAFFLES
SEE DETAIL
6/C-600
TEMPORARY
DI ERSION DITCH
SEE DETAIL
4/C-601
TREE PROTECTION BARRIER
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SEE DETAIL
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LIMITS OF CONSTRUCTION/
DISTURBANCE
® ROCK CHECKDAM
SEE DETAIL 9/C-600
TEMPORARY CONSTRUCTION
ENTRANCE - SEE DETAIL 7/C-600
TSD :4 TEMPORARY SLOPE DRAIN
SEE DETAIL 5/C-601
ROCK PI LET PROTECTION
E'�l AIL 1 1
STRAW WATTLE
SEE DETAIL 1/C-605
TOTAL DISTURBED AR = IS PROJECT)
NARRATIVE:
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A NEW HEAVY INDUSTRIAL MANUFACTURING
FACILITY AND ASSOCIATED PARKING LOT LOCATED AT THE SIEMENS SITE. THE TOTAL DISTURBED
AREA FOR THIS PORTION OF THE PROJECT IS 40 ACRES. THE NEW PARKING LOT AND NEW HEAVY
INDUSTRIAL MANUFACTURING FACILITY TO BE CONSTRUCTED IS LOCATED BETWEEN THE EXISTING
SIEMENS BUILDING AND LAKE WYLIE.
SITE DESCRIPTION:
THE SITE HAS MODERATELY STEEP TOPOGRAPHY. A MAJORITY OF THE SITE IS CURRENTLY
DEVELOPED WITH EXISTING BUILDINGS AND ASSOCIATED PARKING AREAS. THERE IS NO EVIDENCE OF
EXTENSIVE EROSION ON THE SITE. THE MAJORITY OF THE SITE, PARTICULARLY THAT WHICH WILL
BE DISTURBED, DRAINS TO EXISTING STORM STRUCTURES THAT DISCHARGE AT THE REAR OF THE
SITE.
ADJACENT PROPERTY:
LAND USE IN THE VICINITY IS MAINLY INDUSTRIAL. THE SITE IS BORDERED BY WESTINGHOUSE
BOULEVARD AND SHOPTON ROAD WEST ON TWO SIDES AND LAKE WYLIE ON THE THIRD SIDE.
SOILS:
THERE ARE MAINLY TWO SOIL TYPES CURRENTLY ON THE PROJECT AREAS OF THE SITE. THE
TWO SOIL TYPES ARE URBAN LAND AND MECKLENBURG- URBAN LAND COMPLEX.
MECKLENBURG-URBAN LAND COMPLEX IS FOUND WITH 2% TO 8% SLOPES.
EROSION CONTROL NOTES
1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/C-600.
2. TREE PROTECTION BARRICADE. SEE DETAIL 7/C-601.
3. SILT FENCE. SEE DETAIL 8/C-600.
4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
S. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
10. IR T I S. ETAIL 5/C-600.
11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/C-601.
12. TEMPORARY SLOPE DRAIN. SEE DETAIL 5/C-601.
13. STRAW WATTLES. SEE DETAIL 1/C-605.
GENERAL EROSION NOTES/MAINTENANCE NOTES
A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE
FOR PROPER DISPOSAL OF DEBRIS.
B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE CITY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CIN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
FINE.
D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
ALL PRACTICES AS DESIGNED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY
50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY.
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 6" DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND
CHANNELS. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER
CAN NOT BE ESTABLISHED AS PROPOSED.
G. PROVIDE STRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING &
0.5LBS/SQYD STRAW FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT
ALREADY SPECIFIED TO RECEIVE ANOTHER TYPE OF BLANKET.
H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN.
I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
EROSION CONTROL INSPECTOR.
J. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS.
K. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN CALENDAR DAYS. REFER TO
EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
L. CONTRACTOR TO ADJUST TEMPORARY SILT DITCHES AS NECESSARY TO CONVEY RUNOFF L
TO SEDIMENT BASIN THROUGH ALL PHASES OF CONSTRUCTION.
M. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATE TERRACING (CLDS #30.16).
N. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS
WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE OR BUILDING FOUNDATION IS BEING
PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. THIS ACTIVITY MUST BE INSPECTED
AND APPROVED BY THE CITY OF CHARLOTTE EROSION CONTROL INSPECTOR.
0. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER
SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. BUFFERS. HIGH HAZARD
SILT FENCE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE FIELD INSPECTOR.
P. A 10 -FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF
DRAINAGE FEATURES SUCH AS EPHEMERAL, INTERMITTANT AND PERENNIAL STREAMS,
PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE
PERMITTED WITHIN THE BUFFER AS APPROVED BY CITY OF CHARLOTTE.
Q. INSTALLATION OF TEMPORARY GROUND COVER OF SEEDING MUST BE PERFORMED WITHIN
FIVE (5) WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT
UP IN HEIGHT.
R. PERMANENT TERRACES SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET IN HEIGHT
TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES.
S. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRWS 0GS, JUNK AND OTHER ACCUMULATIONS- - _ A
T. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS
MANUAL.
U. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCE IN NCDOT RIGHT OF WAY MUST
PRESENTED AT PRE -CONSTRUCTION MEETING.
GRAPHIC SCALE
40 0 20 40 80 160
1 " = 40'-0"
CONSTRUCTION SEQUENCE(INITIAL PHASE):
1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF
CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL AND MUST REMAIN INSTALLED UNTIL ALL AREAS HAVE BEEN STABILIZED
AND APPROVAL HAS BEEN GIVEN FOR THEIR REMOVAL.
2. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
TO MINIMIZE EROSION. MAINTAIN CLOSE CONTACT WITH THE CITY OF CHARLOTTE SO THAT
PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION.
3. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
4. CONTACT THE CIN OF CHARLOTTE TO INFORM THAT CONSTRUCTION IS READY TO BEGIN AT
[phone], AND SCHEDULE A PRE -CONSTRUCTION MEETING.
5. INSTALLALLPERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE AND TREE A
6. INSTALL CLEAN WATER DIVERSION DITCH FIRST TO DIVERT ANY STORM WATER FLOWS FROM
BASIN DURING CONSTRUCTION THEN INSTALL SEDIMENT BASIN 1.
7. MGRADE-EXS'MC SEUIMMT2-TO--MSTA:L PROP=D ITASIN TO SEDIMENT BASIN 2.
8. INSTALL DIVERSION DITCH FROM EXISTING SEDIMENT BASIN 1 TO PROPOSED SEDIMENT
BASIN 1 AND REMOVE EXISTING RISER AND BARREL.
9. INSTALL ALL REMAINING EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION
COMMENCEMENT.
10. BEGIN ROUGH GRADING THE REMAINING SITE.
SPECIAL NOTES:
1. SOIL TYPE:
EXISTING SOIL = MkB, MeD, MO, Ur, MeB, IrB, W, WkD,
WkB.
2. DOWNSTREAM CREEK:
LAKE WYLIE
3. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES
WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 5 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN TO THE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR APPROVAL
FOR ALL TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS. IF
THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY
& ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED
BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE
LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE
ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR
IS A LANDFILL REGULATED BY THE DIVISION OF WASTE
MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY
RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED
BY THE SAME PERSON, THEY SHALL BE CONSIDERED
SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE
PERMITTED EITHER THRU THE SEDIMENTATION POLLUTION
CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH
THE MINING ACT.
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4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
8. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
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SILT FENCE
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SEE DETAIL B/C-600
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LIMITS OF CONSTRUCTION.
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SEE DETAIL 7/C-601
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2.
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3.
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4.
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5.
LIMITS OF CONSTRUCTION.
6.
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7.
TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
8.
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01-7410-0 C-505 :1

EROSION
CONTROL
LEGEND
0-0
BLOCK AND
GRAVEL
0
INLET PROTECTION
-�
SEE DETAIL
1/C-600
CJ
SILT FENCE
Z
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SEE DETAIL
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BAFFLES
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SEE DETAIL
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ry
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DIVERSION DITCH
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SEE DETAIL
4/C-601
r
TREE PROTECTION BARRIER
SEE DETAIL
7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
® ROCK CHECK DAM
SEE DETAIL 9/C-600
mgmTEMPORARY CONSTRUCTION
ENTRANCE - SEE DETAIL 7/C-600
TSD TEMPORARY SLOPE DRAIN
SEE DETAIL 5/C-601
ROCK PIPE INLET PROTECTION
FB Al 1/C-601
STRAW WATTL
SEE DETAIL 1/C-605/
TOTAL = C. HIS PROJECT)
EROSION CONTROL NOTES
NARRATIVE:
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A NEW HEAVY INDUSTRIAL MANUFACTURING
FACILITY AND ASSOCIATED PARKING LOT LOCATED AT THE SIEMENS SITE. THE TOTAL DISTURBED
AREA FOR THIS PORTION OF THE PROJECT IS 40 ACRES. THE NEW PARKING LOT AND NEW HEAVY
INDUSTRIAL MANUFACTURING FACILITY TO BE CONSTRUCTED IS LOCATED BETWEEN THE EXISTING
SIEMENS BUILDING AND LAKE WYLIE.
SITE DESCRIPTION:
THE SITE HAS MODERATELY STEEP TOPOGRAPHY. A MAJORITY OF THE SITE IS CURRENTLY
DEVELOPED WITH EXISTING BUILDINGS AND ASSOCIATED PARKING AREAS. THERE IS NO EVIDENCE OF
EXTENSIVE EROSION ON THE SITE. THE MAJORITY OF THE SITE, PARTICULARLY THAT WHICH WILL
BE DISTURBED DRAINS TO EXISTING STORM STRUCTURES THAT DISCHARGE AT THE REAR OF THE
SITE.
ADJACENT PROPERTY:
LAND USE IN THE VICINITY IS MAINLY INDUSTRIAL. THE SITE IS BORDERED BY WESTINGHOUSE
BOULEVARD AND SHOPTON ROAD WEST ON TWO SIDES AND LAKE WYLIE ON THE THIRD SIDE.
SOILS:
THERE ARE MAINLY TWO SOIL TYPES CURRENTLY ON THE PROJECT AREAS OF THE SITE. THE
TWO SOIL TYPES ARE URBAN LAND AND MECKLENBURG-URBAN LAND COMPLEX.
MECKLENBURG-URBAN LAND COMPLEX IS FOUND WITH 2% TO 8% SLOPES.
CONSTRUCTION SEQUENCE:
1. INSTALL ALL UNDERGROUND UTILITIES AND PROVIDE INLET AND OUTLET PROTECTION
DEVICES.
2. INSTALL ALL CURBING AND PAVED SURFACES.
3. "ROUGHEN" SURFACE OF SLOPES WITH EQUIPMENT AS SLOPES ARE PREPARED TO FINISHED
GRADE. STABILIZE W/ SEEDING IMMEDIATELY.
4. STABILIZE SLOPES WITH SEEDING WITHIN 5 CALENDAR DAYS. AREAS TO BE STABILIZED
WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN 5 WORKING DAYS OR
90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS TEMPORARY STABILIZATION IS
APPLIED. SEE SEEDING SCHEDULE FOR TYPE, RATE & DATES.
5. INSTALL ALL LANDSCAPING.
6. COMPLETE ALL CONSTRUCTION WITHIN PROJECT LIMITS.
7. EROSION CONTROL MEASURES (BASINS, TRAPS, SEDIMENT FENCES, DIVERSION DITCHES,
ETC.) DIRECTLY AFFECTED BY THIS CONTRACT SHALL BE MAINTAINED / REMOVED UNDER
THIS CONTRACT. DEVICES SHALL BE MAINTAINED TO MAX. 50% CAPACITY UNTIL AREAS
THEY SERVE ARE FULLY STABILIZED.
8. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS NOT COVERED BY BUILDING,
PAVING, OR OTHER LANDSCAPED AREAS.
9. CONTACT CITY OF CHARLOTTE FOR PERMISSION TO REMOVE EROSION CONTROL DEVICES.
10. REMOVE ALL EROSION CONTROL DEVICES INCLUDING ACCUMULATED SEDIMENT.
11. ESTIMATED TIME BEFORE FINAL STABILIZATION ----- 12 MONTHS.
SPECIAL NOTES:
1. SOIL TYPE:
EXISTING SOIL = MkB, MeD, MO, Ur, MeB, IrB, W, WkD,
WkB.
2. DOWNSTREAM CREEK:
LAKE WYLIE
3. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES
WITHIN 5 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING; PERMANENT GROUNDCOVER FOR ALL
DISTURBED AREAS WITHIN 5 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN TO THE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR APPROVAL
FOR ALL TOPSOIL AND SUBSOIL STOCKPILE LOCATIONS. IF
THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY
& ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED
BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE
LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE
ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR
IS A LANDFILL REGULATED BY THE DIVISION OF WASTE
MANAGEMENT. IF THE LAND -DISTURBING ACTIVITY AND ANY
RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED
BY THE SAME PERSON, THEY SHALL BE CONSIDERED
SEPARATE LAND -DISTURBING ACTIVITIES AND MUST BE
PERMITTED EITHER THRU THE SEDIMENTATION POLLUTION
CONTROL ACT AS A ONE -USE BORROW SITE OR THROUGH
THE MINING ACT.
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1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/C-600.
2. TREE PROTECTION BARRICADE. SEE DETAIL 7/C-601.
3. SILT FENCE. SEE DETAIL B/C-600.
4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
f�
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
U
8. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
-..._
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11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/C-601. ' - - 13
12. TEMPORARY SLOPE DRAIN. SEE DETAIL 5/C-601
3. STRAW WATTLES. SEE DETAIL 1/C-605.
�el11
s
,
GENERAL EROSION NOTES/MAINTENANCE NOTES -2
I•
A. NO ON-SITE BURIAL PIT WILL BE LOCATED ON THIS SITE. CONTRACTOR RESPONSIBLE
FOR PROPER DISPOSAL OF DEBRIS. ' / / ;; ' •,
B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE CITY/STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3 ,
f` 8
4
R
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN ISA
VIOLATION OF THE CITY COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TOA
gg
FINE. ..\ ! / :. 5gT _
D. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND - ,h - I
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS %i - --
FES -10 g;a _ -'v
INV.=580.80
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ->.. . �% `•
SEE DETAIL 5/603 -
ALL PRACTICES AS DESIGNED. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP � ' j,, / ; / .., gp
AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY •'•` ' ':';'% X105 LF OF 48" RCP ® 1% `
50 % FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY. / D, t`
,,,..,..,., ;.... .105
LF OF 8" DIP PIPE ® 1 % "
E. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES i;,
i
VA
ABOUT 6" DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY ! '%%% i' - "" /: -'-�
TO MAINTAIN A BARRIER. ;' / 2 ANTI -SEEP COLLARS - -`
i . 8'X8' SPACED EQUALLY ;(2) 72" CMP RISERS
F. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE PROPOSED DITCHES AND / 'i SEE DETAIL 9 C-601 I 1 e .SEE DETAIL 3/C-600
/ �. /
i.:•
CHANNELS. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE COVER /
CAN NOT BE ESTABLISHED AS PROPOSED. g 1
j 5
tl
G. PROVIDE STRAW EROSION CONTROL BLANKET WITH BIODEGRADABLE NETTING &
0.5LBS/SQYD STRAW FIBER ON ALL SLOPES THAT ARE 3:1 OR STEEPER AND ARE NOT ,•••' ; ; !' , - 2
ALREADY SPECIFIED TO RECEIVE ANOTHER TYPE OF BLANKET.
`m ooJBLE 3 SEDIMENT BASIN 1
H. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS ROW ��,I BOTTOM OF BASIN ELEV. 581.75 N
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY ! "' V;„' ;� 'I ISEE DETAILS 2-4/C600
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON ' `z _-- 11 m o o �. o n._ F' ?
THE PLAN. ` ` m - � � ,
, .
I. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
EROSION CONTROL INSPECTOR. A 6 4.
J. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
n-rn.
FROM THE AFFECTED PROPERTY OWNERS.
I .
III
K. ALL SLOPES MUST BE SEEDED WITHIN 21 CALENDAR DAYS. REFER TO EROSION tea,
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. l I'
-c _
I
L. CONTRACTOR TO ADJUST TEMPORARY SILT DITCHES AS NECESSARY TO CONVEY RUNOFF 1 rn._
TO SEDIMENT BASIN THROUGH ALL PHASES OF CONSTRUCTION.
M. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATE TERRACING (CLDS #30.16).
N. POLYACRYLAMIDES (PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS
WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE OR BUILDING FOUNDATION IS BEING
PUMPED OUT TO REMOVE SEDIMENT LADEN WATER. THIS ACTIVITY MUST BE INSPECTED
AND APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
0. DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER
SURFACE WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. BUFFERS. HIGH HAZARD
SILT FENCE WILL BE INSTALLED AS DETERMINED NECESSARY BY THE FIELD INSPECTOR.
P. A 10 -FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF
DRAINAGE FEATURES SUCH AS EPHEMERAL, INTERMITTANT AND PERENNIAL STREAMS,
PONDS, AND WETLANDS. INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE
PERMITTED WITHIN THE BUFFER AS APPROVED BY MECKLENBURG COUNTY STAFF.
Q. INSTALLATION OF TEMPORARY GROUND COVER OF SEEDING MUST BE PERFORMED WITHIN
FIVE (5) WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT
UP IN HEIGHT.
R. PERMANENT TERRACES SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET IN HEIGHT
TO REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES.
S. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
T. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARD§
MANUAL.
U. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCE IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE -CONSTRUCTION MEETING.
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JOB NUMBER SHEET NUMBER
01-7410-0 C-506

EROSION CONTROL LEGEND
■—M
BLOCK AND GRAVEL
INLET PROTECTION
—�
SEE DETAIL 1/C-600
SILT FENCE
U
SEE DETAIL 8/C-600
BAFFLES
SEE DETAIL 6/C-600
UI
TEMPORARY DIyERSION DITCH
SEE DETAIL 4/C-601
TREE PROTECTION BARRIER
&
SEE DETAIL 7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
T
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�
SEE DETAIL 9/C-600
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j
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TSD �TEMPORARY
SLOPE DRAIN
SEE DETAIL 5/C-601
E
5
ROCK PIPE INLET PROTECTION
K
SEE DETAIL 1/C-601
EROSION CONTROL NOTES
1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/C-600.
2. TREE PROTECTION BARRICADE. SEE DETAIL 7/C-601.
3. SILT FENCE. SEE DETAIL 8/C-600.
4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
8. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
10. FAIRCLOTH SKIMMERS. SEE DETAIL 5
11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/C-601.
12. TEMPO ARY LO D IN. E Al5 —6
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EROSION CONTROL
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BLOCK AND
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INLET PROTECTION
—�
SEE DETAIL
1/C-600
SILT FENCE
SEE DETAIL
8/C-600
BAFFLES
0
SEE DETAIL
6/C-600
TEMPORARY
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SEE DETAIL
4/C-601
TREE PROTECTION BARRIER
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7 C-601
LIMITS OF CONSTRUCTION/
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IL
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INLET PROTECTION
A W N
N
SEE DETAIL
1/C-601
EROSION CONTROL NOTES
1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/C-600.
2. TREE PROTECTION BARRICADE. SEE DETAIL 7/C-601.
3. SILT FENCE. SEE DETAIL 8/C-600.
4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
8. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
10. FAIRCLOTH SKIMMERS. SEE DETAIL 51C-600.
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M RY SLOPE DRAIN. SEE DETAIL
JOB NUMBER SHEET NUMBER
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01-7410-0 C-509

EROSION CONTROL LEGEND
■—� BLOCK AND GRAVEL
INLET PROTECTION
—� SEE DETAIL 1/C-600
SILT FENCE
SEE DETAIL 8/C-600
BAFFLES
SEE DETAIL 6/C-600
TEMPORARY DIyERSION DITCH
—"—"—"— SEE DETAIL 4 C-601
TREE PROTECTION BARRIER
SEE DETAIL 7/C-601
LIMITS OF CONSTRUCTION/
DISTURBANCE
ROCK CHECKDAM
SEE DETAIL 9/C-600
TEMPORARY CONSTRUCTION
ENTRANCE — SEE DETAIL 7/C-600
TSD :4 TEMPORARY SLOPE DRAIN
SEE DETAIL 5/C-601
ROCK PIPE INLET PROTECTION
SEE DETAIL 1/C-601
EROSION CONTROL NOTES
1. BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 1/C-600.
2. TREE PROTECTION BARRICADE. SEE DETAIL 7/C-601.
3. SILT FENCE. SEE DETAIL 8/C-600.
4. TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL 7/C-600.
5. LIMITS OF CONSTRUCTION.
6. BAFFLE. SEE DETAIL 6/C-600.
7. TEMPORARY DIVERSION DITCH. SEE DETAIL 4/C-601.
8. ROCK CHECK DAM. SEE DETAIL 9/C-600.
9. ROCK PIPE INLET PROTECTION. SEE DETAIL 1/C-601.
10. FAIRCLOTH SKIMMERS. SEE DETAIL 5/C-600.
11. 700 GRAMS PER SQ METER WOVEN CORE MATTING. SEE DETAIL 6/C-601.
12. TEMPORARY SLOPE DRAIN. SEE DETAIL 5/C-601
GRAPHIC SCALE
40 0 20 40 80 160
1 " = 40'-0"
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JOB NUMBER T BER
01-7410-o C-509

GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS 8 RIP
n1=11a A MAXIMUM SPACING _ B
_null=�
= Ialll_III_IILILL=-ILL=111= I_
-I LIII_III_IIL=-III_Ilulll=
A AND B ARE AT EQUAL ELEVATIONS
CROSS SECTION
o• CITY OF CHARLOTTE
_h LAND DEVELOPMENT STANDARDS
CIIAILIAYETC. INCLUDES CHARLOTTE ETJ
9 ROCKLECHECK DAM
NO
NOT TO
STE
WOVEN FILTER FABRIC
PLAN
H
ONE
AX
VTER
NOT TO SCALE
TEMPORARY ROCK CHECK DAMSTD.1 RE.
30.10
SKIRT B" MINIMUM
GENERAL NOTES:
STEEL POST
FABRIC
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
HARDWARE
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
>10 AC.
�
DRIVE 5' STEEL POST AT LEAST
FLOIY
SKIRT B" MINIMUM
GENERAL NOTES:
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
HARDWARE
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
>10 AC.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
DRIVE 5' STEEL POST AT LEAST
MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
1. FILTER BARRIERS SHALL HE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TYPE,
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
ANTI -SEE
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
BASIN
SIZE AND
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5. ORANGE SAFENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TOO S SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE 15 RESERVED FOR VISUAL IDENTIFICATION OF
TO THE WIRE FENCE.
ENVIRONMENTALLY SENSITIVE AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
REGARDING SEDIMENT
THE HEIGHT OF THE HARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
`
X
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
8' X 8'
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
THE OUTLET ZONE AND BERMS
8, DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
72" CMP
AREAS OF CONCENTRATED FLOW.
10' X 10' X 2'
• CITY OF CHARLOTTE
�i LAND DEVELOPMENT STANDARDS
CHARIATLE- INCLUDES CHARLOTTE ETJ
8 SILT FENCE
SCALE: NOT TO SCALE
TEMPORARY SILT FENCE
NOT TO SCALE
Rixiyatll
NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.118.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
SOIL STABILIZATION FABRIC
UNDER #5 WASHED STONE
PUBLIC STREET
GO
D
AM-
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE sr0 No. REv.
CELHILOTTE. INCLUDES CHARLOTTE ETJ 30.1 1 A
35%
AREA
IF 25%
CE AREA
INLET ZONE 25%
GENERAL NOTES:
OF SURFACE AREA
HARDWARE
AREA
>10 AC.
1.
DRIVE 5' STEEL POST AT LEAST
OUTLET ZONE ts%
SURROUNDING
24" INTO SOLID GROUND.
OF SURFACE AREA
WIDTH RATIO
ANTIFLOATATION BLOCK
ANTI -SEE
2.
USE STAPLES 1' APART
BASIN
SIZE AND
HORIZONTALLY AND VERTICALLY
\
COLLAR
TO ATTACH THE FILTER FABRIC
RISER
REQUIRED
TO THE WIRE FENCE.
X
(LxWxH)
REGARDING SEDIMENT
I
3.
MINIMUM BAFFLE SPACING IS 10'.
`
X
4.
THE FLOOR OF THE BASIN IN
8' X 8'
581.75
THE OUTLET ZONE AND BERMS
\ I
72" CMP
SHOULD BE SEEDED
10' X 10' X 2'
6' X 6'
IMMEDIATELY AFTER THE BASIN
604.20
3"
CONSTRUCTED OF
IS CONSTRUCTED.
W
RIP RAP AND #5
5.
REFER TO NCESCPDM SECTION
x
L=20'
#6.65 FOR ADDITIONAL
_
MIN.
SPECIFIATIONS.
Dlr,
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDSI
CH.4RLLYLTF_ INCLUDES CHARLOTTE ETJ
0
6 BAFFLESCALE: NOT TO SGINSTALLATION
PVC END CAP
5' STEEL
FL
6" X 6" TRENCH
BACKFILL AND COMPAI
FENCE AND FABRIC
BURIED IN TRENCH
NOT TO SCALE
72" CMP RISER
ASTM A760 ALUMINIZED
36" CMP CONNECTION
N BETWEEN RISERS O MIN
m 0.5% SLOPE
CONCRETE
ANTIFLOATATION
BLOCK
EE TABLE ABOVE
FOR SIZE
SEDIMENT BASIN #1 RISER DETAIL
TRASH RACK TO
BE # 4 REBAR
SKIMMER
SEE DETAIL
4/C-600
4'-0„ 4
CLEANOUT y4" THICK PLATE
SHEET
SEE DATA BLOCK FLEXI
ON DETAIL 2 THIS
HOSE
TABLE 1
DESIGN CRITERIA
DRAINAGE
HARDWARE
AREA
>10 AC.
CONCRETE
<100 AG.
MIN.
SURROUNDING
LENGTH TO
RISER PIPEOUTFALL
WIDTH RATIO
ANTIFLOATATION BLOCK
ANTI -SEE
OUTFALL
TOP OF
BASIN
SIZE AND
PIPE
(FEET)
COLLAR
ELEV. AT
RISER
REQUIRED
MATERIAL
PHIAL
MATERIAL
(LxWxH)
REGARDING SEDIMENT
RISER
ELEV.
1
72" CMP
RCP
20' X 12' X 2'
8' X 8'
581.75
591.00
2
72" CMP
RCP
10' X 10' X 2'
6' X 6'
597.16
604.20
3" DIA STEEL POST
BAFFLE N STA L LATI O N srD.No. REV. PAINTED FLUORESCENT WHEN SEDIMENT REACHES
30.1 9 1 ORANGE COLOR. LOCATE TOP OF PLATE, THE BASIN
TO NOT INTERFER WITH MUST BE CLEANED.
SKIMMER TYPICAL
3 RISER DETAIL
SCALE: NOT TO SCALE
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
"C" ENCLOSURE
TER FNTRY HNIT
WATER SURFACE
PVC END CAP '
PVC PIPE SCHEDULE 40
1/2" HOLES IN PVC PIPE
TEE UNDERSIDE
PVC TEE
FLEXIBLE
HOSES
\B
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
• CITY OF CHARLOTTE
dh LAND DEVELOPMENT STANDARDS S KIM M E R
CLLARL0ITE. INCLUDES CHARLOTTE ETJ
5 SKIMMER
SCALE: NOT TO SCALE
IN
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
HARDWARE
AREA
>10 AC.
(ACRES)
<100 AG.
MIN.
SURROUNDING
LENGTH TO
T
(FEET)
WIDTH RATIO
2:1
MAX.
1.
LENGTH TO
6:1
WIDTH RATIO
SECTION #6.61 FOR
MIN.
1800
VOLUME
Cu(. R.
REQUIRED
PER AC.
33'
DISTURBED)
REGARDING SEDIMENT
435
SURFACE
(SO. FT.
AREA
PER CFS
REQUIRED
010)
DATA BLOCK
PLAN VIEW
INFLOW
STRUCTURE
TOP OF RISER
72" CMP RISER
ASTM A760 ALUMINIZED
CONCRETE COLLAR _
� OUTFALL ELEVATION
SEE CHART ABOVE
CONCRETE ANTIFLOATATION
BLOCK
SEE TABLE ABOVE FOR SIZE
WIDTH W - AREA-
AREA OF BASIN WATER
SURFACE AT TOP OF PRINCIPAL
SPILLWAY
CROSS-SECTION VIEW SEE NOTE J3
1' FREEBOARD
ZZ18" THICK RIPRAP ON
MIRAFI 50OX FILTER
3 FABRIC
1 / OUTFALL PIPE
SEE TABLE 1
FLOW
DISCHARGE -
ELEVATION
SEE GRADING
PLAN
ANTI -SEEP -
COLLAR
3RD BAFFLE:
DENUDED
AREA
(ACRES)
Q+o
HARDWARE
VOLUME
BASIN SURFACE
CLOTH
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
SURROUNDING
L
(FEET)
T
(FEET)
SKIMMER
NOTES:
SKIMMER
ORIFICE
DIAMETER
1.
REFER TO NCESCPDM
23.61
113.61
SECTION #6.61 FOR
221,880
49,489
ADDITIONAL DESIGN
2.5
9.25
SPECIFICATIONS
33'
1
REGARDING SEDIMENT
4"
4"
BASINS.
-_
2.
REFER TO STD. #30.19
183,379
25,382
FOR BAFFLE SPACING
RISER
7.25
AND INSTALLATION.
31'
3.
FIRST BAFFLE IS TO BE
3"
3"
CONSTRUCTED OF
o
W
RIP RAP AND #5
(r
z
WASHED STONE, WITH A
L=20'
Bo„
MIN HEIGHT OF 3' AND
MIN.
Q
MIN TOPWIDTH OF 2
n c
4.
FLASHBOARD RISER NOT
PERMITTED FOR USE IN
4
`ES.,
CL
THE CIN OF CHARLOTTE
W
d GO n
r---1 EMBANKMENT
VEMERGENCY
IA SPILLWAY
ANTI -SEEP
COLLAR NOT TO SCALE
BASIN DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q+o
BASIN
REQUIRED
(CUBIC FT.)
VOLUME
BASIN SURFACE
AREA
PROVIDED
(SO Fi.)
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
PROVIDED REQUIRED
(CUBIC RJ (SO FT.)
1 23.61
23.61
113.61
42,498
221,880
49,489
50,043
2.5
9.25
tt
33'
1
10
4"
4"
2 12.11
12.11
58.27
21,789
183,379
25,382
37,037
2.5
7.25
10
31'
2
10'
3"
3"
NOT TO SCALE • CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
CFIARIATTE. INCLUDES CHARLOTTE ETJ
STD. N0. REV.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CIN LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
• C[TY OF CHARLOTTE
�h LAND DEVELOPMENT STANDARDS GENERAL NOTES -SEDIMENT BASINS
CIlARL.OT7T- INCLUDES CHARLOTTE ETJ
30.03B 1 3
2 SEDIMENT BASIN
SCALE: NOT TO SCALE
STAKES
p5 WASHED STONE
SEDIMENT BASIN
WOOD STAKES
(1/4" TO 112" GRID OPENING)
'11WIRE MESH CONCRETE BLOCK
30.03 1 1
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
NOT TO SCALE
• CITY OF CHARLOTTE BLOCK AND GRAVEL
Krn LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION �STD. NO. REV.
CHARIMTF.- INCLUDES CHARLOTTE ETJ 30.1 07 1
STABILIZED CONSTRUCTION ENTRANCE 41 SEDIMENT BASIN NOTES 1 BLOCK AND GRAVEL INLET PROTECTION
SCALE: NOT TO SCALE `\�� SCALE: NOT TO SCALE SCALE: NOT TO SCALE
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NUMBER
01-7410-0 C -V ��

FLEXIB
SEALA
TO AA
(CONS
TITS)
#4 ® 9" OC, EW
O�
NOTE: PROVIDE 2 COLLARS PER PIPE
EQUALLY SPACED
OBTAIN COMPACTION
WITH HAND
EQUIPMENT (TIP)
FLEXIBLE
TIE DOWN 10' MAX. SPACING _
TIE DOWN AT END—
AT LESS THAN 1% SLOPE
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN.
1.5' MIN.
DIAMETER (D)
PROFILE
EXTEND TO EDGE OF
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN
PETER BERM IS LOCATED DOWNSTREAI
PIPE (CLDS 30.12) OF PIPE OUTLET.
(VOLUME PER CLDS 30.1
SEDIMENT PIT
STAKES
H
RIP -RAP APR EARTDIKE
CONSTRUCTION
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
•CITY OF CHARLOTTE
Mh LAND DEVELOPMENT STANDARDS
CHARLOTTE, INCLUDES CHARLOTTE ETd
SPECIFICATIONS:
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
THE EARTH DIKE.
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
6, OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
FLEXIBLE PIPE SLOPE DRAIN
NOT TO SCALE
Klexeld
ANTI—SEEPAGE COLLAR 5SLOWED RAIN SEEDING SCHEDULE
(:: ) NOT TO SCALE NOT TO SCALE (D NOT TO SCALE
0
I
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ETYIGRW OR APPROVED ID TT
EC
URDYSTEELRELY POSTSACHED TO❑❑ 8'-0" O.C.
A Ll -111 11 L 111111L tULJLJ
SCALE: NOT TO SCALE
36" MIN. SPACING TYP.*
STEEL POST
TYP.
• CITY OF CHARLOTTE
_! LAND DEVELOPMENT STANDARDS
CHARIATTE. INCLUDES CHARLOTTE ETd
�1 EROSION CONTRC
V NOT TO SCALE
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
NOT TO SCALE
30.201 1
DIVERSION BERM TO —
CONTAIN NO TREES STUMPS
OR GRUB MATERIAL
EXISTING
SLOPE
4 11J-vL VILL-1161 Ll V l\
SCALE: NOT TO SCALE CLDS # 30.05
2' MIN
�1 SEEDING SCHEDULE
J NOT TO SCALE
1 16 V V i1
NOT TO SCALE
KEY/ANCHOR MATERIAL AT
s=
TOP OF SLOPE.
MIN.
712"
SPACING TYP.*
Y
Q
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1. LAY BLANKETS LOOSELY AND
LL
1
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
0
DO NOT STRETCH.
v
2. *DIMENSIONS SHOWN ARE
T
MINIMUM, MANUFACTURED
O
PRODUCTS MAY HAVE ADDITIONAL
C
REQUIREMENTS THAT MUST BE
�
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MET.
�
OVERLAP
3. SLOPE SURFACE SHALL BE FREE
�j
IN SLICE
OF ROCKS, SOIL CLODS, STICKS,
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a
GRASS. MAT/BLANKETS SHALL
W
HAVE GOOD SOIL CONTACT.
w
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4. THE DETAIL SHOWN IS FOR SLOPE
�goEE
000 NO
MATTING. FOR CHANNEL OR PIPE
V M
OUTFALL MATTING SPECIFICATIONS,
Q
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PLEASE REFER TO NCESCPDM
/
N N
STANDARD /6.17 AND
-jF-f WATER TABLE
MANUFACTURER'S GUIDELINES.
II%III
N W 00
• CITY OF CHARLOTTE
_! LAND DEVELOPMENT STANDARDS
CHARIATTE. INCLUDES CHARLOTTE ETd
�1 EROSION CONTRC
V NOT TO SCALE
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
NOT TO SCALE
30.201 1
DIVERSION BERM TO —
CONTAIN NO TREES STUMPS
OR GRUB MATERIAL
EXISTING
SLOPE
4 11J-vL VILL-1161 Ll V l\
SCALE: NOT TO SCALE CLDS # 30.05
2' MIN
�1 SEEDING SCHEDULE
J NOT TO SCALE
1 16 V V i1
NOT TO SCALE
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01-7410-0 C-601

NOT TO SCALE
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF SEE STD. NO
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED 50.09 FOR
SPACES REQUIRED TO BE VAN ACCESSIBLE DETAILS
1 TO 25 1 1
26 TO 50 2 1
51 TO 75 3 1 8' B' e' s' 8'
76 To 100 4 1 VAN
E 518
101 TO I50 5 1
151 TO 200 6 1 ONE OUT OF EVERY EIGHT (0) CEESIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
201 TO AGO 7 1 PARKING SPACE PAVEMENT MARKINGS
301 TO MO 8 1
401 To Soo 1 9 1 2
501 TO 1000 2% OF TOTAL I IN EVERY 8 O
ACCESSIBLE SPACES
VAN R]-een
MUTCD RESERVED
20 PLUS 1 FOR I IN EVERT 8 PARKING1001 AND OVER EACH IOD OVER 1000 ACCESSIBLE SPACES ACCESSIBLE12'xfi"R7-112%18" MUTCD
sEC11GN 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA). RESERVED ®R7-8SEE 4.1,2,(5) (d) FOR MEDICAL CARE EACNTIE$ 12'x18"
MUTCD NOTES: ® R] -B" ALLNO 12"x18" ACCESSIBLE SIGNS (R] -Ba R R]-1) SHPLL BE MOUNTED Ai 7 FEET FROM12 x18
GRPDETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PIACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE. REQUIRED AOCENULE MG %I MUM R] -BD
RESERVED PARKING SIGN PENALTY '2 x9"
2. REFER TO MANUPL ON UNIFORM TRAFFIC CONTROL CAROLINA
(MUTCD) $ 250
LLS. DEPARTMENT OF TRANSPORTATION
SUN AND NORTI CAROLNA
OEPARWEM OF TRPIJSPORTATON sUPPLEMEM.
M
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AGED,THEN PENALTY
R]-80 SEE LEMETSTANDARD N0. DETAIL FOR
RAMPS ARE REQUIRED AT LOADING ZONE AREA. $ 250 12 xB SUPPLEMETAL SIGN DETAIL
SEE STANDARD NO. 50.108 & 50.100 FOR
SUPPLEMENT& SIGN DETAIL NOT TO SCALE
I.ALE
dQ• CITY OF CHARLOTTE ACCESSIBLE PARKING AND
o LAND DEVELOPMENT STANDARDS
caAnulTTe- INCLUDES CBARLOTTE Era SIGNAGE STANDARDS 50.1 OA
G
p\\�J/(/p)d(N
')�I A E55 BLE ~SIGN R7 -8e
\\ // = RESERVED
IPARKI�ACCE ��= G SIGN RJ -8a
n
MA%IMUM
PENALTY —SIGN R7 -8D
_- -
r. ¢o
A O
R7 -8e � d
NOTE:
1
FINISHED GRADE
SUPPLEMENTAL ACCESSIBLE SIGN (R7 -8e) USED IF
B
C
0
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
F
G
H
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
K
L
12
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE
3/8
3/B
t -t/2
STD. NO. 50.10B)
1 /2
1B
2-1/2
Try
1-1/2
T
0
/
o
VAN
Ti
O
t2'
ACCESSIBLE SIGN R7 -8e
-�-
U
RESERVED
Z
U _
Qo?v
H
N
©PARKING
—SIGN R7-8aqppp
PENALTY
00 ED
A
w
MAXIMUM
(� ~
Ly 3/B" (TYPICAL)
i
PENALTY —SIGN R7 -8D
$ 250
U)
,5
C y
J
c N N
N
318" (TYPICAL)
G S20-37.6
0
~
Go
L
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0
J
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Go 0 LdE
R7 -8D
w
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GO
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FINISHED GRADE
Cn
LEGEND AND BORDER - GREEN SIGN APPROVED FOR USE
='F SE
N
BACKGROUND - WHITE UNDER GENERAL STATUTE 20-37.6
III
III III
IIIIII:"1 .
III
R7 -8D PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7 -Bo PARKING SIGNS
APPROVED DATE
ERECTED AFTER DECEMBER 31,1990
NOT TO SCALE
•
CITY OF CHARLOTTE
SUPPLEMENTAL
ACCESSIBLE
LAND DEVELOPMENT STANDARDS
SIGN (R7 -8D)
CIIAIiIA'I'TC.
INCLUDES CHARLOTTE ETS
50.100
SICi14GE_�
ACCESSIBLE PARKING REQUIREMENTS ® ®
®
ACCESSIBLE ROUTE
® ® (SEE NOTE 3)
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF SEE STD. NO
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED 50.09 FOR
SPACES REQUIRED TO BE VAN ACCESSIBLE DETAILS
1 TO 25 1 1
26 TO 50 2 1
51 TO 75 3 1 8' B' e' s' 8'
76 To 100 4 1 VAN
E 518
101 TO I50 5 1
151 TO 200 6 1 ONE OUT OF EVERY EIGHT (0) CEESIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
201 TO AGO 7 1 PARKING SPACE PAVEMENT MARKINGS
301 TO MO 8 1
401 To Soo 1 9 1 2
501 TO 1000 2% OF TOTAL I IN EVERY 8 O
ACCESSIBLE SPACES
VAN R]-een
MUTCD RESERVED
20 PLUS 1 FOR I IN EVERT 8 PARKING1001 AND OVER EACH IOD OVER 1000 ACCESSIBLE SPACES ACCESSIBLE12'xfi"R7-112%18" MUTCD
sEC11GN 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA). RESERVED ®R7-8SEE 4.1,2,(5) (d) FOR MEDICAL CARE EACNTIE$ 12'x18"
MUTCD NOTES: ® R] -B" ALLNO 12"x18" ACCESSIBLE SIGNS (R] -Ba R R]-1) SHPLL BE MOUNTED Ai 7 FEET FROM12 x18
GRPDETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PIACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE. REQUIRED AOCENULE MG %I MUM R] -BD
RESERVED PARKING SIGN PENALTY '2 x9"
2. REFER TO MANUPL ON UNIFORM TRAFFIC CONTROL CAROLINA
(MUTCD) $ 250
LLS. DEPARTMENT OF TRANSPORTATION
SUN AND NORTI CAROLNA
OEPARWEM OF TRPIJSPORTATON sUPPLEMEM.
M
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AGED,THEN PENALTY
R]-80 SEE LEMETSTANDARD N0. DETAIL FOR
RAMPS ARE REQUIRED AT LOADING ZONE AREA. $ 250 12 xB SUPPLEMETAL SIGN DETAIL
SEE STANDARD NO. 50.108 & 50.100 FOR
SUPPLEMENT& SIGN DETAIL NOT TO SCALE
I.ALE
dQ• CITY OF CHARLOTTE ACCESSIBLE PARKING AND
o LAND DEVELOPMENT STANDARDS
caAnulTTe- INCLUDES CBARLOTTE Era SIGNAGE STANDARDS 50.1 OA
G
p\\�J/(/p)d(N
')�I A E55 BLE ~SIGN R7 -8e
\\ // = RESERVED
IPARKI�ACCE ��= G SIGN RJ -8a
n
MA%IMUM
PENALTY —SIGN R7 -8D
_- -
r. ¢o
A O
R7 -8e � d
.INCREASE SPACING 509. IIIIII ILII
D-FHWA (FEDER& HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS _III III
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
NOT TO SCALE
• CITY OF CHARLOTTE SUPPLEMENTAL ACCESSIBLE
Kni LAND DEVELOPMENT STANDARDS
CEL161.(YI'I'E- INCLUDES CHARLOTTE ETd SIGN (R7 -8e) D No.RE .
50.1 OB
GRAVEL PAVING
1 2 NOT TO SCALE
ABC STONE
50OX OR EQUIVALENT
JBGRADE
NOTE:
LOCATE CONTROL JOINTS 0 A
DISTANCE EQUAL TO WIDTH OF
1/8" TOOLEDPte' OR AS INDICATED ON
RADIUS (TYP)� i
^1 �
1/8" TOOLED
RADIUS (T!P)
CONCRETE
COMPACTED
SUBGRADE
1/2" PREMOLDED
EXP. JT. MATERIAL
WITH SEALANT
NOTE: LOCATE
EXP. JOINTS
30'(TYP.) OR AS
j INDICATED ON
T PLAN
CONCRETE
EXPANSION JOINT COMPACTED
SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
Ig3�1:F9U]CIIP]IJI:6'1J���7��]
TERMINAL POST: 3" O.D.
GALV. PIPE 5.79 LBS/FT AT
ALL CORNERS, INTERSECTIONS,
CHANGES OF DIRECTION, AND
EVERY 200' o/c Ir
POST CAP TOP RAIL- 1 5/8"
POSE BAND O.D. GALV. PIPE
WITH RAIL END 2'27 LBS./LIN.FT.
�2"x2" x 9 GA. W/ 10 GA.
TIE WIRE 15" o/c
1/4"X3 4" DRAW BAR
OST BANDS 14" o/c
FOOTING SUBGRADE
12"
�CI�lTEI9�bA71�!_1:
TOP RAIL CONNECTION AS
SHOWN 20'-0" o/c
1/2" TRUSS ROD AND BRACE
RAIL AT ALL CORNERS,
INTERSECTIONS, CHANGES OF
DIRECTION, TERMINAL POST
AND EVERY 200' o/c
LINE POST 2" O.D. GALV. PIPE
BOTTOM RAIL ONLY ON THE
10' FENCING AND TRANSION
AREAS. TENSION WIRE AT 4'
SECTIONS.
NOTE: ALL FENCE POSTS, FASTENERS, FABRIC ETC... SHALL BE STANDARD GALVANIZED.
8" STD. STEEL POST, FILL
WITH 4000 PSI CONC.
FIELD PRIME & PAINf—
EXPANSION JOINT
MATERIAL & SEAL
P '
4000 PSI
CONC. FOOTING
COMPACTED
CURB TAPER %� CHAIN LINK FENCE PIPE BOLLARD
1 NOT TO SCALE V NOT TO SCALE NOT TO SCALE
NOTES,
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE OF THE FORM CAN BE OBTAINED WITHOUT THE USE OF
TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL
RIGID OBJECTS.
5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
6. CONCRETE SHALL BE 3600 PSI IN 28 DAYS.
7. TOP 6" OF SUBGRADE BENEATH CURB AND GUTTER SHALL BE COMPACTED TO 100%
STANDARD PROCTOR DENSITY.
V-8" CURB AND GUTTER
3"R
24" CURB AND GUTTER
(REVERSE SLOPE)
R o' 6" 12"
R 11'
R,
N + Rg
18" MOUNTABLE CURB
AND GUTTER
1/8"R
24" CURB AND GUTTER
JOINT SEALER–
RECESSED 1/8" TYP.
IF SURFACE OF GUTTER
1/8"R TYP.�
II
1 1/2"�N� DINT FILLER
TRANSVERSE EXPANSION
JOINT IN CURB AND
GUTTER
a
N
NOTE:
LENGTH OF TRANSITION SECTION
FROM MOUNTABLE CURB AND
GUTTER TO STANDARD CURB AND
GUTTER TO BE 4'-0".
CONCRETE CURB & GUTTER
1 V NOT TO SCALE
HAND TROWEL SCORE JOINT- 1/2"X1 -DEEP
TOOLED JOINTS TO EXTEND ENTIRE
WIDTH OF SIDEWALK
STIFF BROOM FINISH PERPENDICULAR
TO TRAFFIC FLOW
LT
DIMENSIONS (INCHES)
1
FINISHED GRADE
A
B
C
0
E
F
G
H
J
K
L
12
6
3/8
3/B
t -t/2
t-t/2D
1 /2
1B
2-1/2
a
1-1/2
.INCREASE SPACING 509. IIIIII ILII
D-FHWA (FEDER& HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS _III III
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
NOT TO SCALE
• CITY OF CHARLOTTE SUPPLEMENTAL ACCESSIBLE
Kni LAND DEVELOPMENT STANDARDS
CEL161.(YI'I'E- INCLUDES CHARLOTTE ETd SIGN (R7 -8e) D No.RE .
50.1 OB
GRAVEL PAVING
1 2 NOT TO SCALE
ABC STONE
50OX OR EQUIVALENT
JBGRADE
NOTE:
LOCATE CONTROL JOINTS 0 A
DISTANCE EQUAL TO WIDTH OF
1/8" TOOLEDPte' OR AS INDICATED ON
RADIUS (TYP)� i
^1 �
1/8" TOOLED
RADIUS (T!P)
CONCRETE
COMPACTED
SUBGRADE
1/2" PREMOLDED
EXP. JT. MATERIAL
WITH SEALANT
NOTE: LOCATE
EXP. JOINTS
30'(TYP.) OR AS
j INDICATED ON
T PLAN
CONCRETE
EXPANSION JOINT COMPACTED
SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
Ig3�1:F9U]CIIP]IJI:6'1J���7��]
TERMINAL POST: 3" O.D.
GALV. PIPE 5.79 LBS/FT AT
ALL CORNERS, INTERSECTIONS,
CHANGES OF DIRECTION, AND
EVERY 200' o/c Ir
POST CAP TOP RAIL- 1 5/8"
POSE BAND O.D. GALV. PIPE
WITH RAIL END 2'27 LBS./LIN.FT.
�2"x2" x 9 GA. W/ 10 GA.
TIE WIRE 15" o/c
1/4"X3 4" DRAW BAR
OST BANDS 14" o/c
FOOTING SUBGRADE
12"
�CI�lTEI9�bA71�!_1:
TOP RAIL CONNECTION AS
SHOWN 20'-0" o/c
1/2" TRUSS ROD AND BRACE
RAIL AT ALL CORNERS,
INTERSECTIONS, CHANGES OF
DIRECTION, TERMINAL POST
AND EVERY 200' o/c
LINE POST 2" O.D. GALV. PIPE
BOTTOM RAIL ONLY ON THE
10' FENCING AND TRANSION
AREAS. TENSION WIRE AT 4'
SECTIONS.
NOTE: ALL FENCE POSTS, FASTENERS, FABRIC ETC... SHALL BE STANDARD GALVANIZED.
8" STD. STEEL POST, FILL
WITH 4000 PSI CONC.
FIELD PRIME & PAINf—
EXPANSION JOINT
MATERIAL & SEAL
P '
4000 PSI
CONC. FOOTING
COMPACTED
CURB TAPER %� CHAIN LINK FENCE PIPE BOLLARD
1 NOT TO SCALE V NOT TO SCALE NOT TO SCALE
NOTES,
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, EXCEPT THAT A 15
FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY
SUPPORT FOR THE FACE OF THE FORM CAN BE OBTAINED WITHOUT THE USE OF
TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL
RIGID OBJECTS.
5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK.
6. CONCRETE SHALL BE 3600 PSI IN 28 DAYS.
7. TOP 6" OF SUBGRADE BENEATH CURB AND GUTTER SHALL BE COMPACTED TO 100%
STANDARD PROCTOR DENSITY.
V-8" CURB AND GUTTER
3"R
24" CURB AND GUTTER
(REVERSE SLOPE)
R o' 6" 12"
R 11'
R,
N + Rg
18" MOUNTABLE CURB
AND GUTTER
1/8"R
24" CURB AND GUTTER
JOINT SEALER–
RECESSED 1/8" TYP.
IF SURFACE OF GUTTER
1/8"R TYP.�
II
1 1/2"�N� DINT FILLER
TRANSVERSE EXPANSION
JOINT IN CURB AND
GUTTER
a
N
NOTE:
LENGTH OF TRANSITION SECTION
FROM MOUNTABLE CURB AND
GUTTER TO STANDARD CURB AND
GUTTER TO BE 4'-0".
CONCRETE CURB & GUTTER
1 V NOT TO SCALE
HAND TROWEL SCORE JOINT- 1/2"X1 -DEEP
TOOLED JOINTS TO EXTEND ENTIRE
WIDTH OF SIDEWALK
STIFF BROOM FINISH PERPENDICULAR
TO TRAFFIC FLOW
LT
1
/
O
LL_
v
i
i
`
J_
I
U
0
Q
C)
LL_
Q
T
0
/
I EQ. TO WIDTH
IFS--_il OR AS INDICATED
SEE PLAN
RIGID
STRUCTURE
1/2" EXPANSION JOINT AGAINST
ALL RIGID STRUCTURES (SEALED)
MAX. 2.0% CROSS SLOPE
4" CONCRETE
SI�A 11
K
L1/2" EXPANSION
JOINT
A. A CONTROL JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT EQUAL
SPACES AS DELINEATED ON SITE LAYOUT PLAN. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT LOCATIONS
SHOWN ON SITE LAYOUT PLAN. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS
ANY RIGID STRUCTURE. A SAWED SCORE JOINT MAY BE USED IN LEIU OF EXPANSION JOINT EXCEPT AGAINST
RIGID STRUCTURES.
B. ALL CONCRETE TO BE AT LEAST 3000 P.S.I. IN 28 DAYS.
C. 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CURB AND GUTTER.
D. CROSS SLOPE SHALL NOT EXCEED 2.0% MAX.
PAINT
10'•
IT
ry PAINTED ARROWS
U7 NOT TO SCALE �1 SIDEWALK RAMP
NOT TO SCALE
ACCESSIBLE CROSSWALK
NOTTS
CONCRETE FLUME
e.J NOT TO SCALE
B" 4000PSI CONCRETE
6" COMPACTED AGGREGATE
BASE COURSE
98% COMPACTED SUBGRADE
CONCRETE PAVING
AM NOT TO SCALE
S 9.5B ASPHALT
D ABC STONE
__..... _.__ �UBGRADE
LK*rr-DM ASPHALT PAVNO SECTION
ASPHALT PAVING
NOT TO SCALE
BIG
DO
2.5" S 9.513 ASPHALT
TACK COAT
2.5" 1 19.OB ASPHALT
10" COMPACTED ABC STONE
BASE COURSE
COMPACTED SUBGRADE
HEAW-0UiY ASPHALT PAVNG SECTION
JOB NUMBER SHEET NUMBER
01-7410-0 C-6�2
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NOTES:
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT
OF TRANSPORTATION (COOT) THAT CONNECTS TO AN EXISTING SIGNALIZED
INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION
IS PROPOSED BY CDOT BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT STUDY,
A FULL DEPTH ASPHALT PAVEMENT (2-1/2" S-9.5 B/G AND 6" B-25.0 B/C) IS
RIVEWAY
REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DEASEMENT ((100 -FOOT
MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC
SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY
BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
2. ACONCRETE GUTTER 15 r0 BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL
LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY
TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTIONS.
3. THE DRIVEWAY MUST RISE 6" FROM REE GUTTER LINE TO PREVENT RUNOFF FROM
ENTERING DRIVEWAY.
4 ALL DRIVEWAYS MUST MEET THE CURRENT Cltt DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS
FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS.
5. TWO (2) ACCESSIBLE RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS.
.FOUR (4) FOOT GUTTER AND WINGS WILL NOT BE REQUIRED TO DIRECT WATER ACROSS
DRIVE IF THE DRIVEWAY GUTTER SLOPE IS GREATER THAN 2%.
RIGHT OF WAY
ACCESSIBLE RAMP -STANDARD
NO. 10.31A OR 10.32A (TYPICAL
�1. EACH SIDE)
A
SECTION A
TRANSITION FROM 7" DEPTH AT LIP
TO 10" DEPTH AT 4' CONCRETE GUTTER
CONSTRUCTION JOINT
- l'-6" CURB AND GUTTER
(STANDARD NO. 10.17A)
MINIMUM ENTRANCE FOR 2 LANES
OF TRAFFIC IS 26' FACE TO
FACE OF CURB.
1/2" EXPANSION JOINT (TYPICAL
END OF EACH RADIUS)
GROOVE JOINT PER STANDARD
N0. 10.175.
�4' CONCRETE CUTTER - 24IN CURB AND GUTTER
(STANDARD N0. 10.17A)
'_A _ }---F
- -GROOVE JOINT
\-CONSTRUCTION JOINT
OR GROOVE JOINT
• CONSTRUCTION JOINT
PLAN
NOT TO SCALE
CQ!9 LANDCITY OF DEVELOPMENT LTTE
STANDARDS TYPE III DRIVEWAY ENTRANCE
CJI;\Ii1.OT"L8- INCLUDES CHARLOTTE ETJ
TYPE III DRIVEWAY ENTRANCE
`7 NOT TO SCALE
10' MAX SPACING
x x x x x
TERMINAL
POST AT
ALL
CORNERS,
INTERSECTIONS, HORIZONTAL
AND TENSION RAIL
CHANGES BAR BRACE
OF
DIRECTION
.:BRACE ROD /
TURNBUCKLES % TENSION WIRE
I� I L �I I I i I r1 1 1 1 1 1 1 r1 I r1 11 I I
IIIkI -,I II
CORLI I�ENDNPOST
ER ND
q (', INSTALLATION
TYPICAL LINE
POST
I4� INSTALLATION
10.28
3 -STRAND, 4 POINT BARBED HARE
TO POINT INWARD
x x
LINE
POST
2•x2• x 9 GA. W/ 10 GA
TIE WIRE 15• o/c
TOP TENSION
WIRE
A
(moiCITY OF CHARLOTTE - ETJ
LAND DEVELOPMENT
CILAB OTTE. STANDARDS
6 BIKE LOCKERS
NOT TO SCALE
NOTES:
1. BIKE LOCKERS SHOULD BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES.
2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE
USED BUT ARE SUBJECT TO APPROVAL BY THE
CHARLOTTE DEPARTMENT OF TRANSPORTATION.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
4. ALLOW FOR POSITIVE DRAINAGE AWAY FROM LOCKERS.
BICYCLE LOCKERS
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY ME ENGINEER.
2, REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP STH SIDES OF THE APRON AND MOUND THE ENO
OF THE PIPE OR CULVERT AT THE DISCHARGE OLDEST AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIPMETER OR
CULVERT HEIGHF.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHAM HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
B. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 955 OR GREATER.
7. THE PIACING OF HU_ EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
OF FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PUCEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIENNG CHANNEL
ra w
USE USDA NOMOGRAPH FROM NO SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET
La
W1
W2
IT
H
FES -1
15'
9.5'
10.5'
1.125•
2.33'
FES -2
18'
205'
7.5'
1.125'
1.67•
FES -3
31'
14.4•
6'
1.125'
1.33'
FES -4
ID'
6'
fi'
1.125'
1.33'
FES -5
15'
9.5'
10.5'
1.125'
2.33'
FES -6
32'
16.3•
10.5•
1.125'
2.33•
FES -7
10'
5.25'
3.75'
1.125•
0.833'
FES -9
34'
37'
9.0'
3.0'
2.33'
FES -10
28'
15.2•
12'
1.25'
1.33'
FES A-1 & A-2
10'
V
fi'
1.125'
1.33'
FES B-1 & B-2
10'S.5'
3:1
45
1,125'
1'
FES C-1 BE C-2
44'
21.6'
12'
1.125'
2.67'
FES 0-1 & D-2
10'
11.25•
375'
1.125'
0.833'
FES E-1 & E-2
10'
11.25'
375'
1.125'
0.83Y
FES G-1 Be G-2
10'
5.25•
375'
1.125'
083V
cl-- 1 5 x a50
T- 1.5 x mew..
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
OfLW.OTTE- INCLUDES CHARLOTTE ETJ
SECTION A -A
NOT TO SCALE
PLAN
ELEVATION
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
20.23
w
a�
G
0
t
Of
U
G
0
0
rc
NOT TO SCALE
wiII' P:LISVA71U14
SWERVE BIKE RACK
8 PERE 5 RIPRAP APRON AT PIPE OUTFALLS 2 BIKE RACK
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
IMETER FENC
N
1 Y"O METAL GUARDRAIL, (TYP)
CORE DRILL AND EPDXY GROUT
CONCRETE WALL
NOT TO SCALE
c :_ L• irt:
ALL CONCRETE TO BE 3000 PSI.
TYPE OF PIPE TO BE USED OS 1.5" O.D. GALVANIZED STEEL
ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS, GRIND SMOOTH.
AFTER INSTALLATION, PAINT TO MATCH EXTERIOR STAIR RAILS.
A
B
C
YYELD®
.JOINTS,
OW), N"T"S
PLAN
1
IT
r+ 4I,v scow
0
FI
SECTION t -6
SEE STD. 20.23 AND 20.24
4"
O"
-DTII E Thi
END VIEW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
`(TLARL(PPEC- INCLUDES CHARLOTTE ETJ
FLARED END SECTION
NOT TO SCALE
4 )E
GENERAL NOTES:
1. SEE FORMER NOBEL STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO MIES, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
NOT TO SCALE
FINISHED GRADE
DERO SWER
BIKE RACK
SURFACE MOUNT BIKE RACK WITH WEDGE ANCHOR SYSTEM PER
MANUFACTURE'S SPECIFICATIONS (FOOT MOUNT)
3'-0" MIN. CONTINUOUS
NOTES:
1. BIKE RACK TO BE DERO
SWERVE RACK MANUFACTURED BY
DERO BIKE RAKES, MINNEAPOLIS, MN.
888-337-6729.
WWW.DERO.COM.
2. NO SUBSTITUTIONS.
3. FINISH TO BE 304 GRADE
STAINLESS STEEL WITH SATIN FINISH.
4. INSTALL PER MANUFACTURE'S
SPECIFICATIONS.
5. SEE SITE LAYOUT PLAN FOR
NUMBER AND PLACEMENT OF RACKS.
OF WALK
AXON
5'-0" 1 4'-0" 6'-0"
+
TABLE OF DIMENSIONS
EXP, JOINT
Q
3
0
T
A
BNV-0--
B
E
L
HV
WT.
12"
2-1/4"
4"
2'-0""
Y-0"
6'-1"
3:1
73-0-
15'
2-1/4"
6"
Z-3""
SIDEWALK
2'-0"
W-1"
3:1
730
16"
2-1/2"
9"
2'-3""
v
3'-0"
6'-1"
3:1
1190
24"
3"
10"
S-8"
4'-O"
6'-2"
3:1
1770
30"
3-1/2"
1'-0"
4'-6""
V-0"
W-2"
3:1
2380
36"
4"
V-3"
5'-3"l"
m
O
6'-O"
8'-2"
3:1
5320
42"
4-1/2"
l•-9"
V-3"1"
TRUNCATED DOMES COLORED
6•-6••
6'-2"
3:1
5920
48"
5"2'-0"
W -D""
x E
J
7'-0"
8'-2"
3:1
7470
54"
5-1/2"
2'-3"
5'-6"0"
T-6"
8'-4"
3:160"
6"
2'-6"
5'-0""
INCLUDES CHARLOTTE ETJ
8'-0"
8'-3"
3:1
11180
66"
5-1/2"
3'-0"
6'-0"'
C)
8'-6"
8'-3"
3:1
12530
72
7"
3'-0"
T-6""
9'-0"
6'-3"
3:1
13960
_
~
GENERAL NOTES:
1. SEE FORMER NOBEL STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO MIES, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
NOT TO SCALE
FINISHED GRADE
DERO SWER
BIKE RACK
SURFACE MOUNT BIKE RACK WITH WEDGE ANCHOR SYSTEM PER
MANUFACTURE'S SPECIFICATIONS (FOOT MOUNT)
3'-0" MIN. CONTINUOUS
NOTES:
1. BIKE RACK TO BE DERO
SWERVE RACK MANUFACTURED BY
DERO BIKE RAKES, MINNEAPOLIS, MN.
888-337-6729.
WWW.DERO.COM.
2. NO SUBSTITUTIONS.
3. FINISH TO BE 304 GRADE
STAINLESS STEEL WITH SATIN FINISH.
4. INSTALL PER MANUFACTURE'S
SPECIFICATIONS.
5. SEE SITE LAYOUT PLAN FOR
NUMBER AND PLACEMENT OF RACKS.
OF WALK
AXON
ACCESSIBLE CURB RAMP
1 NOT TO SCALE
5'-0" 1 4'-0" 6'-0"
+
ABACK OF CURB
EXP, JOINT
Q
3
3%P.
SIDEWALK
PLAN VIEW -PARALLEL RAMP
JOINT
B
/ A+ii......fA
SLOPE "A"
12:1
ACCESSIBLE CURB RAMP
1 NOT TO SCALE
5'-0" 1 4'-0" 6'-0"
GUTTER LIP
.1. uvD
FACE OF CURB
CONTINUE JOINT AT
5' TRANSITION FROM 4' WALK
PLAN VIEW -PARALLEL RAMP
BACK of CURB
B
TO 5' WALK. ALL WALKS MUST
SLOPE "A"
12:1
BE A MIN. 5' WIDTH AT RAMP.
WITHOUT PLANTING STRIP
0
SLOPE •'B•'
1/4'•/FT
U
SLOPE "C'
5/8"/FT
SIDEWALK
BACK OF WALK
-OB�B
EXP. JOINT 3'-0' MIN. CONTINUOUS
2
8
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TRUNCATED DOMES COLORED
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DIMENSIONS AT BACK OF CURB
PER STD. NO. 10.35B
CJ 'xdv
PLAN VIEW -DIAGONAL RAMP WITHOUT PLANTING STRIP
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NOT
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ACCESSIBLE RAMP
STANDARD WITHOUT
LAND DEVELOPMENT STANDARDS
Q 0
PLANTING STRIP 2'-6"
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INCLUDES CHARLOTTE ETJ
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JOB NUMBER SHEET NUMBER
o1 -Salo -o C-603

HEAVY DUTY FRAME AND GRATE:
C
1/2- EXP JT MATERIAL NEENAH R-4990—DX, TYPE A GRATE
STORM DRAIN HEADER OR MAIN
20' FOOT MAINTENANCE ACCESS 20' MAINTENANCE ACCEs
1sR MAXIMUM LONGITUDINAL SLOPE -\
OR APPROVED EQUAL END FRAME
i
12 MIN STABILIZED
MNTTENACRER SD BEE MAINTENANCE
CE AC HIGH RATER
UI
2'-4"
0
E E ATION
0
STORM DRAIN LATERAL FROM
HIGH WATER ELEVATION
CONCRETE PAVEMENT ASPHALT PAVEMENT
N1N BUILDING RUNOUT OR
_
as sraBluzeo SLOPE
o
8" 1'-D" 8"
DOWNSPOUT BOOT. (SEE PLANS
Z
o FOOT a ORAL SHELF
E
4 FOR MATERIAL & SIZE)
a
PERM4NENT Pool ELEvnnoN
lb
1n��
AS REQUIRED TO
SECTION AT MAINTENANCE ROAD ACCESS AND FOREBAY
i
L_
ACCOMMODATE GRADE ON
V
Y
STORM DRAIN LATERAL
d
v
3:, STABILIZED SLOPE 20' FOOT MPINTENANCE ACCESS
CL
ED
V MCI
m c
U
ANN
USE HIGH EARLY
z Mw. sTAPwzeD
MAINTENANCE ROAD BED 6" MINIMUM FREEBOARD ALONG MAINTENANCE ROAD
D
Of
C
J
SR MAx. CROSS SLOPE
• p o. o °. p °. p •.
STRENGTH NON -SHRINK
w 01Y
cc
o HIGH WATER ELEVATION
0
-
° CO,
CEMENT MORTAR GROUT
2' MINI c E a1 STABILIZED SLOPE
C
T 0
� J
x E
J
OVER PIPE (TYSTORMWATER OUTLET
F LLL
4" '--COMPACTED SUBGRADE REFERENCE POINTE L GRATE
�
F fr
DO
PERMANEN�EL�ATION���
(TYP) `z --X4" KEY (TYP) ® INSIDE FACE OF CONIC
CORE HOLE IN CONCRETE PIPE
NOTE
1" MAX PROJECTION INTO STORM
.
10LITTORAL sHEL
Q
SEE PLAN FOR LOCATION PLAN
DRAIN HEADER (BEVEL END OF
SECTION AT STORMWATER OUTFALL
U
AND ELEVATION.
PIPE AS REQUIRED)
o
ALL REINFORCING #4 0 12"
MINIMUM SLOPE = 0.39
STABILIZED SLOPE 0' MAINTENANCE ACCESS MAINTENANCE ACCESS ROAD
1' TO 2' ABOVE HIGH WATER ELEVATION
gaYo
Z
MAI,2' NEN. STABILIZED
5%MCR S S BED
SX MAX.A%. CROSS SLOPE UTLET STRUCTURE
3:1 STABILIZED SLOPE HIGH WATER ELEVATION
V) Ld
QzCD
a
—I
eE E PERMANENT POOL ELEVATION
I
I
�
W U
QNC�RETE TRENCH DRAIN DETAIL
ROOF TO RCP CONNECTION DETAIL
11
7
01
SECTION AT OUTLET STRUCTURENOT
LL]
TO E
NOT TOSCALE
z WIF
=
NOT To SCALE
H
_
•
CITY OF CHARLOTTE
W ET P O N D
4.0' (INSIDE) MIN. ALL SIDES
�
LAND DEVELOPMENT STANDARDS
CROSS SECTIONS srO. NO. REv.
606.00' 50 -YR STORM PEAK ELEV = 605.72' p
fdlAdtlATTE-
INCLUDES CHARLOTTE ETJ
BMP FIG. 4.2.3 21.07 2
5x7 DOWNSPOUT
----
2' CHARLOTTE STANDARD 25—YF2 STORM PEAK ELEV —=605.58'
—=605.35'
ISI
NEENAH DOWNSPOUT SHOE (R -4927—G)
RING AND COVER 10—YR STORM PEAK ELEV
GT FOR TRANSITION FROM DOWNSPOUT TO
604.79'
CLOSED TOP 2—YR STORM PEAK ELEV_=_604.79'
BUILDING DIP
CROSS SECTIONS
WENOT
8�5��
2.5' x 0.9' ORIFICE (ON TWO SIDES) 1—IN STORM PEAK ELEV. = 604.37'
3
FFE=624.00 623.50'
54.00" PROTECTED ORIFICE 604.37' —
�TPOND
SCALE
6" 45' BEND(603.50)
3"
PERMANENT POOL = 603.50
Lr
2) ANTI—SEEP COLLARS
OSA
EQUALLY SPACED
STEPS ®16" 0/C ALONG PIPE
OUNDATION
PILE CAP
36" RCP ® 2.709
OUTLET STRUCTURE WITH
TRASH RACK. 6" MIN.
11.25
597 OD
POST CONSTRUCTION
CONTROLS EASEMENT FREEBOARD FROM TEMP.
BEND
1.00'
POOL ELEV. LITTORAL SHELF
10' OFFSET FROM W/ WETLAND
RIP RAP BERM AND
T � 5.00' ALL SIDES
SLOPE BREAK WEIR CLASS B REP
INVERTED WATER PLANTINGS -
50 YEAR EVENT RAP 15 MIN. DEPTH. QUALITY DRIFICE 10' MIN.
STORMWATER STORAGE-\ LOCATED THIS SIDE WIDTH fi" FREEBOARD
O -E
SEE DETAIL 21.08 EMERGENCY WEIR
I� IF USED
v -
'�
ca�Em
pW
- 6" N. FREEBOARD
E.ES. OR �" TEMPORARY v h 0 POST CONSTRUCTION
HEADWALL CONTROLS EASEMENT
- -D. °' OFFSET FROM
TYPICAL DOWNSPOUT DETAIL
POND B OUTLET STRUCTURE DETAIL
PERMANENT POOL SLOPE BREAK
Ev
10
NOT TO SCALE
6
NOT TO SCALE
;EMTBAINKMENT
III—III—III lil-
1= = —III—III 2� - - - - - 10:1 SLOPE ANTI -SEEP —--
COLLARS
INLET PIPE 101 SLOP sxoq M1, s` _ \svoe 1o' -O°
10' LITTORAL SHELF
4.0' MIN. ALL SIDES
ENERGY DIssIPATOR - -—
2:1 SLOPE STABILIZED
TRENCH
10.0' VARIES
50 -YR STORM PEAK ELEV = 592.48'
592.50' ----
TO POND BOTTOM SEDVENT ANTI -FLOTATION PAD
LLNIH vAIiKLH BACK of DUCTILE IRON MAINTENANCE
ouTLET
-YR STdR�EAI( E:L VES-- J�2.36'
SEDIMENT FOREBAr
STRUCTURE DRAIN PIPE WITH SLUICE
STRUCTURE
FATE (OFFLINE
2' CHARLOTTE STANDARD
MAI" POND AT
FROM DurLEr AND LOCATE
O LET A
RING AND COVER 10 -YR STORM PEAK ELEV = 592.03'
TOE of Ml
VALVEBERPE
CLOSED TOP 2—YR STORM PEAK ELEV = 591.32'
SLOPE M)
sL N.
�frfrEE
CONIC PAVEMENT
2.0' x 1.0' ORIFICE (ON FOUR SIDES
SEE DETAIL 2/C-602
1—IN STORM PEAK ELEV. = 590.75'
590.75'
PAVEMENT ELEVATION
06.00" PROTECTED ORIFICE
NOTES:
TOP EL VARIES. SEE GRADING PLAN
(589.50)PERMANENT
Z
POOL = 589.50'
INCH LAYER OF AMENDED SOIL RECOMMENDED IN ANY
2O9
E5¢
SEn
E
AREA WHERE PLANTINGS ARE REQUIRED (SEE BMP DESIGN MANUAL).
RE
"DI,NGFE
Lr
2) ANTI -SEEP COLLARS
g5t6q
THICKENED EDGE
EQUALLY SPACED
16
THICKENED EDGE
STEPS 0 16" 0/C ALONG PIPE
A
U
O
Fl
U
O
C
O
TRENCH DRAIN SEE DETAIL 1 C-602
d'
SEE DETAIL THIS SHEETNOT
48" RCP ®0.59
3
TO SCALE
581 75
ccffva
1.00'
•
CITY OF CHARLOTTE
T 5.00' ALL SIDES
o%
LAND DEVELOPMENT STANDARDS
W ETP O N D PROFILE
BMP FIG. 5.2.2 STD. N0.
n`
c`
EL
CHARLOTTE-
INCLUDES CHARLOTTE ETJ
21.06 5
E e fr v
�1 TYPT CCAL TRUCK DOCK SECTION
� PONDA OUTLET STRUCTURE DETAIL
%� WETPOND PROFILE
I
QTO CALE
NOT TO LE
NOT D SCALE
ZONE
ZONES � r
OUTLET STRUCTURE WITH TRASH RACK. 6" MIN.
NOTES:
POST CONSTRUCTION
'
FREEBOARD FROM TEMP. POOL ELEV. LITTORAL SHELF WETLAND
EASEMENT
1. 4-6 INCH LAYER AMENDED CONTROLS EASEMENT (PGCE)
t��a
ZONE '� 4
' M
PLANTINGS, 10' MIN. WIDTH
N ON
SOIL IS RSHELF
o+'
"A"� dll I� - e ` NO TREES ON
'.
INVERTED WATER QUALITY ORIFICE
6" FREEBOARD
¢
LITTORAL SHELF AREA WHERE
AREA W
PUNn"cs ARE REQUIRED (SEE �'s
\
ZONE2 -
NOTES. �- EMBANKMENT
LOCATED THIS SIDE (SEE DETAIL)
.ra' 2,;`°•
SOIL PARAMETERS IN BMP "" 1Y, �> ALL BERM SLOPES TO BE
..-;� s if Cx,T>}r
a
DESIGN MANUAL ~-�>c.
) +J+
N
N
O
O
O
+t STABILIZED WITH GRASS.
3°x'E
OaN_fr
y+ A
1. PLANTINGS ZONES AND PLANT SELECTION . ' � ZONE.1
50 YEAR EVENT EMERGENCY WEIR'-s�•z
STORMWATER STORAGE 1
0 �� IF USED
z. PROVIDE 20 ACCESS EASEMENT
TO CONNECT WE i^""" „,';-tx, �y; yrs,' -•;.,w' ''''° °; ,1;�, ., �'•' - "- ['F A'r
_ONE
PER THE BMP DESIGN MANUAL, CHAPTER 6�-
.. . 2
_
6" MIN. FREEBOAR
DEDICATED, N
EASEMENT To DEDICATED RIGHT , 31 SLOPE
31 SLOPE ro K..
of war. AccEss ROAD SHALL
& APPENDICES. +
TEMPORARY POOL
z:t SLOPE ,„, "ry S'
HAVE MIN. 12' STABILIZED A` ,-A+T�" PGCpyo,
2 ALL PLANTINGS SHALL BE LOCAL NATIVE SEED
SPECIES." ���•
- ♦"
�Q
_17 - - - - - - 5�
PERMANENT POOL 6" '� EMBANKMENT
o
WIDTH, MAX. LONG. GRADE OF
ts%, MM. CROSS -SLOPE s%.
17
3. IRRIGATION MAY BE PROVIDED FOR INITIAL \ ONES/ - z
ESTABLISHMENT AND DRY SEASONS.
roa SLOPE ANTI -SEEP
f, COLLARS
MAIN POND oQ 10'-0
ac-. RISER TEL% -,pc
t,- PERMANENT POOL ELEV-.JOR/TR SN- *'%rK Yi 9•r`r CF PGCE UTFALL
SEDIMENT S�
RACK tiea c� PROTECTION
+xT,
1 �,�
v vv v
PLAN VIEW
\ \
RIP RAP INLET �... - * + • k" + 2:1 SLOPE - +
NOT TO
BACK OF OUTLET STRUCTURE
PRoiepTloN .x ,p
OR INLET PIPE -' -
LOCATED AT TOE OF 10:1 SLOPE ANTI -FLOTATION PAD
Mq1cc4'
NT Y+ + - MAINTENANCE DRAIN \
DUCTILE IRON MAINTENANCE
gCCfg MANCE ''S'< ;' VALVE (IN BE
ZONES: 5/6 4 3 2 1 21, 3 12, 1 2 3 4 SEED
DRAIN PIPE WITH SLUICE
GATE OR VALVE. (OFFLINE
/II
FROM OUTLET AND LOCATE
'_'' ' ti+.a .: 's`
VALVE IN BERM
POND PROFILE I 0.5 % SLOPE MIN.
STRUCTURE
sic y
R ' xr' 30Cd
POND MAINTENANCE INFORMATION" - -- MERGENCY SPILLWAY
MUST BE POSTED AT SITE \ D MUST BE LINED AND STABILIZED
(10' MINIMUM LENGTH)
- - - _ - - -OPTIONAL:
PERMANENT POOL
\ OUTLET STRUCTURE
—_
MAY BE DESIGNED AS 50 YEAR
ACCESS OVERFLOW IN LIEU OF EMERGENCY
TWATER
EASEMENT200'
SPILLWAY.
PUBLIC
R/W, (TYP)______WETLAND
PLANTING ON
I=III=III=III=III=IIIII=III=IIIJIr� =11 111=III-11= IIIII III
QUALITY ORIFICE10
FOOT 10:1 LITTORAL
A \ /I EIA/VV SHELF AROUND PERIMETER
PLAN
V V
POND SECTION
WATER QUALITY ORIFICE DETAIL
NCROSSE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
•
CITY OF CHARLOTTE
W ETP O N D
CITY OF CHARLOTTE
W ETP O N D
CITY OF CHARLOTTE
di
W ETP O N D PLAN
LAND DEVELOPMENT STANDARDS
PLANTING PLAN STD. NO. REV.
LAND DEVELOPMENT STANDARDS
LITTORAL SHELF AND BERM DETAIL STD. NO. REV.
LAND DEVELOPMENT STANDARDS
srD. No. REv.
BMP FIG. a.z2
CRARLOTTE.
INCLUDES CHARLOTTE ETJ
BMP FIG. 4.2.5 21.09 2
CHARJATTE.
INCLUDES CHARLOTTE ETd
BMP FIG. 4.2.4 21 .08 5
C -OTTE.
INCLUDES CHARLOTTE ETJ
21-05 2
8 WETPOND PLANTING PLAN
4 WETPOND LITTORAL SHELF AND BERM DETAIL
1 WETPOND PLAN
NOT DSCALE
NOT DSCALE
NOT OSCALE
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JOB NUMBER SHEET NUMBER
01-7410-0 C-604

JOB NUMBER �AdER Q
01 -7410 -0 C -605J
0
U
i
GENERAL NOTES:
UI
1. WATTLES MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
O
SEDIMENT TRAPS.
U
2. ENSURE THAT MAXIMUM SPACING BETWEEN WATTTLES PLACES THE
T
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
O
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
`a
WOOD STAKES
W=ql=m-W�11_In=A MAXIMUM SPACING
E
s
B
_=IILIILIILJILIIL IIF =1 _
1=III_IIL III=III_
0
IILIIL
A AND B ARE AT EQUAL ELEVATIONS
i
WOOD STAKES
V
1'-6' MIN.
o
11111=III=W- -III=III=o.
I11�11�11=Ill- 1=1i8tl1=1p-
IL
41=rUlla
IIr111= II11 Ill_
V N
111�j1_- � 111=y
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m-1• 1=n1'=1-'=- FILTER CLOTH
CC
d N N N
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w °
c c E
PLAN
C7
2,--
2,--
1 STRAW WATTLE
NOT TO SCALE
JOB NUMBER �AdER Q
01 -7410 -0 C -605J
0
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Plant List
*NOTE* SEE GRADING AND
s=
EROSION CONTROL PLAN
0
AND DETAIL FOR LITORAL
U
KEY
QUANTITY BOTANICAL NAME
COMMON NAME
SIZE
ROOT
REMARKS
QUANTITY
LI RT
15
LIRIODENRON TULIPIFERA
TULIP POPLAR
2 X
- 3" CAL.
B
&
B
MATCHED
SPECIMEN
QUEP
25
QUERCUS PHELLOS
WILLOW OAK
2 X
- 3" CAL.
B
&
B
MATCHED
SPECIMEN
LIGJ
64
LIGUSTRUM JAPONICUM 'HOWARD'
LIGUSTRUM
30"
HT/30" SPRD
5
GAL.
MATCHED
SPECIMEN
BETN
21
BETULA NIGRA 'HERITAGE'
HERITAGE RIVER BIRCH
16
- 20' HT.
B
&
B
3 STEMS
PELTANDRA VIRGINICA
LASS
18
LIQUID AMBER 'SLENDER SILHOUETTE'
COLUMNAR SWEETGUM
14
- 18' HT.
B
&
B
MATCHED
SPECIMEN
CERC
31
CERCIS CANADENSIS 'OKLAHOMA'
OKLAHOMA REDBUD
10
- 12' HT.
B
&
B
MATCHED
SPECIMEN
PRIO
11
PRUNUS X INCAMP 'OKAME'
OKAME CHERRY
10
- 12' HT.
B
&
B
MATCHED
SPECIMEN
AMEC
81
AMELANCHIER CANADENSIS
SERVICEBERRY
6 -
8' HT.
B
&
B
MATCHED
SPECIMEN
ILCB
956
ILEX CORNUTA 'BURFORDI NANA'
DWARF BURFORD HOLLY
24"
HT/24" SPRD
B
&
B
MATCHED
SPECIMEN
ZONING INFORMATION:
PROJECT NAME: SIEMENS GAS TURBINE FACILITY
OWNER: SIEMENS REAL ESTATE, INC
PHONE: [phone]
PLANS PREPARED BY: LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING
PHONE: [phone] DINING: 12 JURISDICTION: CHARLOTTE
PROPOSED USE: MANUFACTURING FACILITY
BUILDING HEIGHT: W STORIES: &A
BUILDING COVERAGE: 11/9 GROSS FLOOR AREA: N/A
LOT SIZE: 40 DISTURBED ACRES
PARCEL ID#: 19953101
BOOK/PAGE: 9880-604
YARD REQUIREMENTS:
SETBACK (FRONT): 20 FEET FROM R/W,
SIDE YARD(R): 0 OR 5 FEET, SIDE YARD (L): 0 OR 5 FEET
REAR YARD: 10 FEET
REQUIRED BUFFERS:
FRONT: h.Q, REAR: NO
SIDE (SHOPTON): 50' CLASS A. SIDE (L): LLQ
SHOPTON ROAD 50' CLASS A BUFFER TOTAL LENGTH = 1,700 L.F.
REQUIRED:
9 TREES (40% LG. MAT. & 25% EVG.) PER 100 L.F. = 153 TREES (61 LG. MAT. & 38 EVG.)
60 EVERGREEN SHRUBS PER 100 L.F. = 1,020 EVERGREEN SHRUBS
EXISTING:
67 TREES (0 LG. MAT. & 13 EVG. (19%))
0 EVERGREEN SHRUBS
PROVIDED:
154 TREES (94 EXISTING + 60 PROPOSED) - PER KELLY ROBERTSON, 50 PROPOSED TREES
TO BE SERVICEBERRY DUE TO EXISTING DUKE ENERGY TRANSMISSION AND DISTRIBUTION
EASEMENTS LOCATED ADJACENT TO THE SHOPTON ROAD ROW.
1,020 EVERGREEN SHRUBS (PROPOSED)
REQUIRED SCREENING:
FRONT: NQ, REAR: LLQ
SIDE (SHOPTON): YES SIDE(Q: NO
STREET TREE CALCULATIONS:
WESTINGHOUSE BOULEVARD - 3,234 FEET STREET FRONTAGE
• SMALL MATURING TREES REQUIRED = 108
• LARGE MATURING TREES REQUIRED = 81
• SMALL MATURING TRESS EXISTING = 108+
• LARGE MATURING TREES EXISTING = 81+
• TOTAL EXISTING TREES MEET THE REQUIRED PLANTING
SHOPTON ROAD WEST - 1,883 FEET STREET FRONTAGE
• SMALL MATURING TREES REQUIRED = 63
• LARGE MATURING TREES REQUIRED = 4B
• SMALL MATURING TREES EXISTING = 63+
• LARGE MATURING TREES EXISTING = 48+
• TOTAL EXISTING TREES MEET THE REQUIRED PLANTING
INTERNAL TREE REQUIREMENT:
831,996 S.F. IMPERVIOUS AREA / 10,000 S.F. PER TREE = 84 TREES REQUIRED
TREES PROVIDED = 84+ (SEE PLANTING PLAN)
PARKING DATA:
USE MIN. PARKING REQUIREMENT BLDG. S.F. REQUIRED PARKING
TOTAL REQUIRED PARKING 208 SPACES
REQUIRED: 20, PROVIDED: 509 TOTAL
CARPOOL: 11 LOADING SPACES:
HANDICAP: ]2, LOW EMISSIONS VEHICLES: 12
MOTORCYCLE: 15.
GENERAL NOTES:
BMP Plant List
*NOTE* SEE GRADING AND
s=
EROSION CONTROL PLAN
0
AND DETAIL FOR LITORAL
U
SHELF PLANTING SPECS
i
LEGEND
ZOO
KEY
QUANTITY
DENSITY
AREA
BOTANICAL NAME
COMMON NAME
SIZE
Z
ROOT
REMARKS
1
NUPL
4,450
.5/S.F.
8,900
S.F.
NUPHAR LUTEUM
YELLOW COWLILY
#SP4 CG
SPRIGS
TRIANGULAR SPACING
E
E
1
SAGL
1,850
.5/S.F.
3,700
S.F.
SAGITTARIA LATIFOLIA
DUCK PATATO
5"
HT/2"
SPRO
SPRIGS
TRIANGULAR SPACING
7
2
PELV
2,400
.5/S.F.
4,800
S.F.
PELTANDRA VIRGINICA
ARROW ARUM
5"
HI
SPRD
SPRIGS
TRIANGULAR SPACING
2
DULA
3,850
.5/S.F.
7,700
S.F.
DULICHIUM ARUNDINACEUM
THREE-WAY SEDGE
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
Y
2
ELEQ
2,300
.5/S.F.
4,600
S.F.
ELEOCHARIS QUANDRANGULAT
PERENNIAL ELEOCHARIS
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
3
PONC
900
.5/S. F.
1,800
S.F.
PONTEDERIA CORDATA
PICKERELWEED
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
3
SAUC
1,050
.5/S.F.
2,100
S.F.
SAURURUS CERNUUS
LIZARD TAIL
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
3
LEEO
1,500
.5/S.F.
3,000
S.F.
LEERSIA ORYZOIDES
RICE CUTGRASS
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
3
SCIA
1,500
.5/S.F.
3,000
S.F.
SCIRPUS ATROVIRENS
GREEN BULRUSH
5"
HI
SPRD
SPRIGS
TRIANGULAR SPACING
4
ANDG
4,950
.5/S.F.
9,900
S.F.
ANDROPOGON GLOMERATUS
BUSHY BEARDGRASS
5"
HT/2"
SPRD
SPRIGS
TRIANGULAR SPACING
5 &
6 LIRT
12
LIRIODENRON TULIPIFERA
TULIP POPLAR
2
Y2 - 3"
CAL.
B & B
MATCHED SPECIMEN
5 &
6 BETN
20
1
IBETULA NIGRA 'HERITAGE'
HERITAGE RIVER BIRCH
1 16
- 20'
HT.
B & B
3 STEMS
5 &
6 ACNE
1 19
0
IACER NEGUNDO
BOX ELDER
2
- 3"
CAL.
B & B
MATCHED SPECIMEN
o€get
5 &
6 AESP
142
IAESCULUS PAVIA
RED BUCKEYE
36"
HT 36" SPRD
B & B
MATCHED SPECIMEN
•
5 &
6 AESS
142
JAESCULUS SYLVATICA
PAINTED BUCKEYE
36"
HT 36" SPRD
B & B
MATCHED SPECIMEN
5 &
6 ABNS
73
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O J
ABNUS SERRULATA
TAG ELDER
36"
HT 36" SPRD
B & B
1 MATCHED SPECIMEN
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z 1
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M
X.
:.
1. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL UTILITY LOCATIONS PRIOR TO EXCAVATION OR MATERIAL INSTALLATION.
2. ALL LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH THE 'AMERICAN STANDARD FOR NURSERY STOCK' AND SHALL BE INSPECTED PRIOR TO PLANTING. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR
SINGLE STEM TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
3. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION, ADDITIVE OF NUTRIENT AND FERTILIZATION PER TESTING AS OUTLINED IN SPECIFICATIONS.
4. IF ANY DISCREPANCIES OCCUR BETWEEN QUANTITIES OF MATERIAL SHOWN ON THE PLAN AND QUANTITIES LISTED IN THE PLANT LIST, THE QUANTITIES GRAPHICALLY SHOWN ON THE PLAN SHALL TAKE PRECEDENCE.
5. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND ROTOTILLED INTO TOP 18" OF SOIL.
6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO PLANT GROWTH.
7. PLANT PITS SHALL BE BACKFILLED WITH SOIL MIX CONSISTING OF ONE PART BY VOLUME OF COMPOSTED DAIRY COW MANURE WITH THREE PARTS QUALITY TOPSOIL.
8. ALL PLANT BEDS AND NEW TREES SHALL BE MULCHED WITH 4" THICK LAYER OF PINE BARK MULCH. CONTRACTOR IS REQUIRED TO INSTALL TOP OF MULCH A MINIMUM OF 1" BELOW FINISHED FLOOR ELEVATION. SEE
GRADING PLAN.
9. CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND SEEDING OF ALL NEW LAWN AND DISTURBED EXISTING LAWN AREAS.
10. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
11. FOR PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" OF NEW TOPSOIL OR UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET
TOPSOIL/PLANTING MIX STANDARDS FOR TREES ( WITHIN ENTIRE MINIMUM AREA OF 200 SQUARE FEET FOR SMALL MATURING TREES, AND 274 SQUARE FEET FOR LARGE MATURING TREES).
12. LARGE MATURING TREES MUST BE A MINIMUM OF 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. NO LIGHT POLES SHALL BE LOCATED IN TREE ISLANDS, AND LIGHT POLES SHALL BE LOCATED A
MINIMUM OF 15' FROM REQUIRED TREES IN OTHER AREAS. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
13. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT MINIMUM OF 15' OFF SEWER AND STORM DRAINAGE LINES; MIN. 10' OFF GAS, WATER, TELEPHONE AND ELECTRICAL LINES.
14. IN ADDITION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALUNG ANY NECESSARY SOIL AMENDMENTS, AS INDICATED BY SOIL TESTS, AS WELL AS, AN ADEQUATE DRAINAGE
SYSTEM FOR PLANTING BEDS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ENVIRONMENT SUITABLE FOR THE GROWTH OF HEALTHY PLANT MATERIAL. REFER TO PLANTING DETAILS FOR INFORMATION ON
PLANTING BED PREPARATIONS.
15. ALL PLANT MATERIAL MUST BE PLANTED IN CORRELATION WITH THE APPROPRIATE GROWING SEASON OF INDIVIDUAL PLANT REQUIREMENTS.SOME PERENNIALS MAY REQUIRE A SPRING PLANTING IN ORDER TO SURVIVE A FULL
WINTER DORMANCY.
16. PROVIDE QUALITY, SIZE, GENUS, SPECIES AND VARIETY OF EXTERIOR PLANTS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI 260.1, 'AMERICAN STANDARD FOR NURSERY STOCK'
17. CALL URBAN FORESTRY AT 704-336-6692 FOR FINAL INSPECTION OF TREES AND / OR TREE PLANTING AREAS, 7 TO 10 DAYS BEFORE THE CERTIFICATE OF OCCUPANCY IS NEEDED.
( BMP
MAINTENANCE
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800-632-4949 AVOID�r;
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�I
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
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contractor shall be exclusively responsible for
determining the exact utility locations and
elevations prior to the start of construction.
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U
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i
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800-632-4949 AVOID�r;
\ UTILITY DAMAGE
�I
CAUTION!!!
The locations and elevations of existing
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contractor shall be exclusively responsible for
determining the exact utility locations and
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