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LIMITS OF REMOVAL WITH _
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AND ELECT. LINES TO REMAIN ASPHALT PAVEMENT AS I 1 AREA �O REMAIN �ci \ /
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DEMOLITION/CLEARING NOTES
BENESCH - INDEX OF SHEETS
1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A
C100
EXISTING CONDITIONS/DEMOLITION PLAN
SURVEY PREPARED BY WEST CONSULTANTS PLLC [phone]
C200
OVERALL SITE PLAN
AND DATED 9-7-16.
C201
SITE PLAN ENLARGEMENT
2. CONTRACTOR SHALL REMOVE EXISTING TREES, CONCRETE, ASPHALT
C300
EROSION CONTROL PLAN PRE -DEVELOPED
AND OTHER EXISTING STRUCTURES INDICATED ON PLAN.
C301
EROSION CONTROL PLAN POST DEVELOPED
CONTRACTOR TO DISPOSE OF ALL DEBRIS TO AN APPROVED
C302
OVERALL GRADING/ DRAINAGE PLAN
(LEGAL) OFF-SITE LOCATION.
C303
GRADING/ DRAINAGE PLAN ENLARGEMENT
3. PROTECT ADJACENT CURBS, TREES, BUILDINGS, UTILITIES AND
C400
OVERALL UTILITY PLAN
OTHER ITEMS TO REMAIN FROM DAMAGE. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIR AND/OR PAYMENT OF ANY DAMAGED
C401
UTILITY PLAN ENLARGEMENT
ITEMS TO REMAIN.
C402
SANITARY SEWER PLAN & PROFILE
C500
SITE CONSTRUCTION DETAILS
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE.
C501
SITE CONSTRUCTION DETAILS
CONTRACTOR 15 FULLY RESPONSIBLE FOR ALL UNDERGROUND
C502
SITE CONSTRUCTION DETAILS
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS
CONTRACT.
C503
SITE CONSTRUCTION DETAILS
C504
BMP DETAILS
5. CONTRACTORS SURVEYOR SHALL REPORT ANY ENCROACHMENTS
C505
SITE CONSTRUCTION DETAILS
OR DISCREPANCIES GENERATED BY THIS CLEARING PLAN
IMMEDIATELY TO ALFRED BENESCH 4 COMPANY FOR DECISION.
C600
OVERALL LANDSCAPE PLAN
C601
LANDSCAPE PLAN ENLARGEMENT
6. CONTRACTORS SURVEYOR SHALL VERIFY CLOSURE AND ACCURACY
OF CURVE DATA PRIOR TO COMMENCEMENT OF FIELD STAKING.
7. SHADED AREA ON THIS PLAN INDICATES EXISTING WOODED AREA
TO BE REMOVED. DUE TO A LACK OF AN INDIVIDUAL TREE
SURVEY, TREE SAVE AREAS ARE SHOWN IN MASSES. CONTRACTOR
SHALL MAKE EVERY EFFORT TO SAVE ANY SPECIMEN TREES NEAR
CLEARING LIMITS.
8. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ADDITIONAL
TREES WHEREVER FEASIBLE.
9. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION
MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND
DISTURBING ACTIVITY ALLOWED IN THE TREE SAVE AREA.
10. CLEARING LIMITS ON THE PLAN INDICATE THE EXTENT OF ALL
MAJOR CLEARING REQUIRED, CONTRACTOR 15 ALSO RESPONSIBLE
FOR ANY INCIDENTAL CLEARING REQUIRED FOR MINOR
DISCREPANCIES IN GRADE, UTILITY OR STORM PIPE INSTALLATIONS,
EROSION CONTROL MEASURES, ETC.
Know what's below.
Call before you dig.
�- EXISTING SIGN X OR \\\\\ EXISTING ITEMS TO BE REMOVED
EIP EXISTING IRON PIN EXISTING TREES TO BE CLEARED
k~ EXISTING LIGHT POLE
_0_) EXISTING UTILITY POLE EXISTING PAVEMENT TO BE REMOVED
R/W RIGHT-OF-WAY - - - - - - LIMITS OF TREE CLEARING
HC ACCESSIBLE SPACE _ - = EXISTING CURB AND GUTTER
EXISTING TREE TO REMAIN PROPERTY LINE
—x—x—x— EXISTING FENCE
EXISTING TREE TO BE REMOVED
UGE EXISTING UNDERGROUND ELECTRIC LINE
ti EXISTING FIRE HYDRANT —OH/U— EXISTING OVERHEAD ELECTRIC LINE
ev EXISTING WATER VALVE T EXISTING UNDERGROUND TELEPHONE LINE
zwM EXISTING WATER METER FO/L EXISTING FIBER OPTIC LINE
�S EXISTING SEWER MANHOLE SS EXISTING SANITARY SEWER LINE
�D EXISTING STORM MANHOLE W EXISTING WATER LINE
E] EXISTING DRAINAGE STRUCTURE G EXISTING GAS LINE
o o EXISTING CLEANOUT - - XXX - - EXISTING CONTOUR LINE
+XXX.X EXISTING SPOT ELEVATION TEMPORARY TREE PROTECTION BARRICADE
0Gv EXISTING GAS VALVE EXISTING TREELINE
XGM EXISTING GAS METER
NORTH
50 0 25 50 100
SCALE: 1 " =508
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CC7NiRACTC)RS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project#17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
EXISTING
CONDITIONS/
DEMOLITION PLAN
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
OVERALL SITE PLAN
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
Q460Qg�Ae9°B9Y P9D®of, ®9
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SEAL
SHEET NUMBER C200

adw 9
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
704.521 . 9880
Corp. NC License: F-1320
Project#17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE PLAN
ENLARGEMENT
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE: SELF INSPECTION REQUIREMENTS
1. 501E STABILIZATION SHALL B E ACHIEVED ON ANY AREA OF SITE WHERE
11. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
COMMISSION -DEFINED HIGH QUALITY WATER ZONE (15A NCAC 04A. 0105),
1. VERIFY GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
1. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES,
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON A5INCLUDING
2. FLAG LIMITS OF CLEARING AND PROVIDE TREE PROTECTION WHERE INDICATED.
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS,
PRACTICABLE BUT IN ANY EVENT ON ALL OF THE SITE WITHIN 7
SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY
1A. ALL PERIMETER DIKES, SWALES, PERIMETER SLOPES AND ALL SLOPES
CALENDAR DAYS FROM THE LAST LAND-DISTUR
DISTURBING ACT.
3. HOLD A PRE -CONSTRUCTION CONFERENCE WITH THE CONTRACTOR, JOB SUPERINTENDENT,
SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
AND EROSION CONTROL OFFICIAL.
DISSIPATERS, STABILIZATION METHODS OF OPEN CHANNELS, AND GROUND
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
1J. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
COVER SHALL BE INSPECTED BY THE GENERAL CONTRACTOR.
LAND -DISTURBING ACTIVITY.
REQUIRED BY A REPRESENTATIVE OF NCDEQ STAFF. ANY LAND -DISTURBING
4. INSTALL SILT FENCE, STORM PIPE WITH INLET PROTECTION, SEDIMENT BASIN, DNER510N
ACTIVITY >1 ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE
DITCHES, AND OTHER MEASURES A5 SHOWN ON SHEET C300, CLEARING ONLY A5 NECE55ARY
2. THE DIMENSIONS OF THE BASINS SHALL BE CHECKED AND COMPARED TO
GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT
TO INSTALL THESE DEVICES.
THE DIMENSIONS ON THE APPROVED SEDIMENTATION AND EROSION
113. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
D16CHARGE ELIMINATION SYSTEM (PERMIT NO.NC6010000). ANY PERMIT
CONTROL PLAN. NOTIFY BENESCH IF THE DIMENSIONS OF ANY OF THE
PERMANENT STABILIZATION WITH GROUND COVER AS 50ON AS PRACTICABLE BUT
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE
5. CALL FOR ON SITE INSPECTION BY INSPECTOR. WHEN APPROVED CLEARING AND GRUBBING
EROSION CONTROL MEASURES DEVIATE FROM THE PLANS.
IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ENFORCEMENT ACTION BY NCDEQ.
MAY BEGIN.
ACTIVITY.
3. A "SELF -INSPECTION REPORT FORM FOR LAND DISTURBING ACTIVITY" (AS
2.
DISTURBED AREAS DRAINING GREATER THAN ONE ACRE MUST HAVE AN ER06ION
6. ROUGH GRADE SITE, STOCKPILE TOPSOIL, INSTALL DRAINAGE PIPE, INSTALL INLET AND
REQUIRED BY NCGS 113A-54.1) 15 PROVIDED WITHIN THE SPECS.
1C. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE
CONTROL MEASURE THAT DRAINS FROM THE WATER SURFACE ELEVATION.
OUTLET PROTECTION, AND CONSTRUCT DITCHES AS SHOWN.
ALTERNATIVELY THE OWNER OR DESIGNATED REPRESENTATIVE COMPLETING
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY;
3.
REQUIRED ARMY CORPS 404 PERMIT AND WATER QUALITY 401 CERTIFICATION
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
THE INSPECTIONS MAY MAKE NOTATIONS ON THE COPY OF THE APPROVED
MUST BE OBTAINED FOR STREAM DISTURBANCES OVER 150 LINEAR FEET.
DEVICES AND STRUCTURES.
EROSION AND SEDIMENTATION CONTROL PLAN THAT 15 KEPT ON THE
11). EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
PROJECT SITE. DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
4.
ANY BORROW OR WASTE MATERIAL SHALL BE TAKEN/PLACED ON A SITE THAT HAS
8. CONSTRUCT BUILDING AND PARKING LOTS AND INSTALL UTILITIES.
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
COMPLIANCE IMPRACTICABLE.
AN ACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY
CONTRACTOR MAY SUBMIT PLAN FOR APPROVAL TO NCDEQ PRIOR TO ANY
9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE,
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS
1 E. ALL SLOPES IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER
OFF-SITE BORROW/WASTE AREAS BEING DENUDED AND ANY GRADING OPERATIONS
EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION
WITHIN 7DAYS EXCEPT WHEN THE SLOPE 15 FLATTER THAN 4;1. SLOPES LE55
STARTING ON THIS SITE.
10. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES THAT MAY NOT BE SHOWN BUT MAY
AND SEDIMENTATION CONTROL PLAN. ALL DOCUMENTATION AND/OR
'
THAN 50 SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
5.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 15 A VIOLATION
BE NEEDED.
REPORTS OF INSPECTIONS MUST BE MADE AVAILABLE ON THE SITE.
SEE SHEET C301 FOR LEGEND
ARE STEEPER THAN 3:1, THE 7 DAY REQUIREMENT APPLIES.
OF THE NCDEQ ER05ION CONTROL ORDINANCE AND 15 SUBJECT TO A FINE.
4. THE SELF -INSPECTION REPORT 15 TO BE COMPLETED AFTER EACH PHASE
11. IN PAVED AREAS, REPLACE GRAVEL INLET PROTECTION WITH SILT SACKS AFTER PAVEMENT
OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 15
1 F. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 DAY
6.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
HAS BEEN PLACED.
COMPLETE. THESE PHASES APPLY FOR THIS PROJECT:
GROUND COVER REQUIREMENT.
15 A VIOLATION OF THE NCDEQ EROSION CONTROL ORDINANCE AND 15 SUBJECT TO
4.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
A FINE.
12. FINE GRADE SITE. PLACE TOPSOIL. IMMEDIATELY PROVIDE PERMANENT VEGETATION A5
MEASURES;
SHOWN IN THE SPECIFICATIONS OR ON THE DRAWINGS.
•
16. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 DAY
7.
ANY AND ALL SITE FINES IMPOSED BY NCDEQ OR ANY OTHER GOVERNING AGENCY
4.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
SHALL BE PAID BY THE GRADING CONTRACTOR.
13. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
4.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
MEASURES.
4.4. INSTALLATION OF STORM DRAINAGE FACILITIES;
,
1H. ALTHOUGH STABILIZATION 15 USUALLY SPECIFIED A5 GROUND COVER, OTHER
8.
SLOPES SHALL BE GRADED NO STEEPER THAN 2;1. FILL SLOPES GREATER THAN
4.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
NORTH
METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A
10 REQUIRE ADEQUATE TERRACING.
14 . ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
4.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
CASE-BY-CASE BASIS.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
RESTRAIN EROSION.
9. TOTAL DENUDED AREA. 10.55 ACRES.
15. AFTER THE SITE HAS BEEN COMPLETELY 5TA13ILIZED (SEED 4 PAVED) FLUSH SEDIMENT FROM
STORM DRAINAGE PIPE. OBTAIN PERMISSION FROM NCDEQ TO CONVERT THE TEMP. SEDIMENT
13A51N TO THE PERMANENT BMP.
Y:\charlotte\17000100S\17000142.00_Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 EROSION.dwg, C300 EROSION PRE, 5/22/2017 10:34:40 AM
Know what's below.
Call before you dig.
50 0 25 50 100
SCALE: 1 " =50'
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
EROSION CONTROL
PLAN -
PRE -DEVELOPED
DATE
PROJECT NO
REVISIONS
NO DATE
DESCRIPTION:
5.22.2017
16029
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 EROSION.dwg, C301 EROSION POST, 5/22/2017 10:39:49 AM
SEE SHEET C300 FOR EROSION CONTROL NOTES
Know what's below.
Call before you dig.
NORTH
40 0 20 40 80
SCALE: 1 ° =40'
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
6ENE,RAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
.* b e In e s c h
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
EROSION CONTROL
PLAN - POST
DEVELOPED
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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NOTES AND LEGEND
ZONED: R- 0 1 \ ZO D -t20 \ \ ZONED: R-20 \ /
_ (ZDIVED: R-20) / / /RESIDENT/AL �) \ RSD T��) \ RESIDENTIAL)
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Call before you dig.
Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 GRADING.dwg, C302 OVERALL GRADING PLAN, 5/22/2017 2:56:36 PM
NORTH
50 0 25 50 100
SCALE: 1 =50'
adw 0
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
OVERALL GRADING/
DRAINAGE PLAN
DATE
PROJECT NO
REVISIONS
NO DATE DESCRIPTION:
5.22.2017
16029
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
15471
N IF
SEAL
SHEET NUMBER

I�
CITY OF STATESVIL
VICINITY MAP
GRADING AND DRAINAGE NOTES
L
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
�y
o o
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
13. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
* MH 1
F�
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE A5 SHOWN 15 NOT ASSUMED TO
933.00
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRA55 ONLY IN DISTURBED/ GRADED
�9
IREMAIN
REPRESENT A BALANCED CUT/FILL CONDITION.
8. THE PROP05ED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND
2.25%
°
9�
935.93
51DEWALKO ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CRO66 SECTION
34
LF,
2.
CONTRACTOR SHALL PERFORM H15 OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY
DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
I�
CITY OF STATESVIL
VICINITY MAP
GRADING AND DRAINAGE NOTES
L
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
o o
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
13. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
* MH 1
1.
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE A5 SHOWN 15 NOT ASSUMED TO
933.00
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRA55 ONLY IN DISTURBED/ GRADED
LF,
IREMAIN
REPRESENT A BALANCED CUT/FILL CONDITION.
8. THE PROP05ED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND
2.25%
°
940.30
935.93
51DEWALKO ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CRO66 SECTION
34
LF,
2.
CONTRACTOR SHALL PERFORM H15 OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK NECESSARY
DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
0.82%
* DI 3
942.80
TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED.
COMPLETED UNDER THIS CONTRACT,
14. BRUSH, VINES AND SMALL TREES (8 IN. DIA„ OR A5 SMALL A5 2 IN. CALIPER) MAY BE HAND
LF,
18"
RCP
0
CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6
DI 4
3.
ROOF LEADERS SHALL BE SCH 40 PVC. MINIMUM COVER SHALL BE 18". MINIMUM SLOPE SHALL
9, PIPE LENGTHS SHOWN ARE THE ENGINEER'5 ESTIMATE USED TO COMPUTE PIPE SLOPES AND
FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
LF,
18"
BE 1%. PROVIDE CLEANOUTS AT ALL CONNECTIONS WITH BUILDING DRAIN AND WHERE INDICATED,
INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL
0.50%
DI 5
942.80
REFER TO ARCHITECTURAL DWG5. FOR THE EXACT LOCATION OF ROOF DRAINS AT THE BUILDING.
QUANTITY OF PIPE REQUIRED.
15. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL ASAP
945.25
P/N.•4724571621
RCP
0
TO MINIMIZE EXPOSURE TO THE AIR.
----P--°-----°945-
4
CONANDTRACTOR POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN
10. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
55
LF,
15"
LANDSCAPEALL AREASOVIDE
o
16. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION TO THE DOWNSPOUTS INSTALLED BY
DI 7
STATE O� , NORTH
937.92
11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1
THE ROOFING CONTRACTOR BETWEEN THE 51TE ROOF DRAIN PIPE A SHALL BE MADE BY THE
LF,
5.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
0
SITE GRADING CONTRACTOR.
DI 8
943.70
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
12. NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
58
_g4,5 -✓
�
PRIOR TO PROCEEDING.
OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE
17. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
DI 9
6.
CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS,
18. IN ORDER TO ENSURE ADEQUATE DRAINAGE, FLOW LINES IN GUTTERS SHALL BE 0.50% MINIMUM.
LF,
15"
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR 15 FULLY REOPON5113LE FOR ALL UNDERGROUND
AND NOT REMOVED UNTIL FINAL INSPECTION.
0.50%
®
944.70
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF TH16 CONTRACT.
®
F.
VACANT
o
'A/
�
PVC 0 0.50%
VA(.A/V /
i
-
941.26
45
LF,
6"
�/
* Cl 12
BMP DETAILS w V
C504
\
\
933.00
a� / /�
> �� / / / �/
CO
24"
945.25 -
�� /
w
/ /° gk5 /
e% %
eeeREBAR _1
FOUND
N04'40 53 E \ 784.85 / / / e e _
F S 8' TYPE A BUFFER
-----
\ 9
9,30-EIBAC-e-
.10' REARS� e
1 33,7- �-
1 \ 933 �/
934 935 % FES 34
937 937
937 940
EXISTING WOODED
936OS+ AW
I 935 940.50 / AREA TO REMAIN �
1 934 � _ 940.30
--933- /
/
957
\
EXISTING WOODED AREA TO rj \ `� \� FOREBAY / / / // 1942
0)REMAIN
I � G � / / �` / / --
/ 941 / / FES 35
\ \ I I \ f FES 3 / \ - / 0113
�
Fl R FES 31 / 82' STAND OFF / / ,- � // / � / /
DISTANCE (TYP.) D13
� / / / � / / �- / 11 l /
\ \ _ 936 6 EXISTING BORING
e / 945.12 cs EXISTING WOODED / / / (APPROXIMATE
AREA TO REMAIN
\ g ,CI 12 CBR 2 / LOCATION, TYP.)
---1
g HP / / / / / I - - - - 94,3 / T I do
939.20 /
- \ \1111111111111 / / 1 FUTURE / I �K
\ 939.25 Cl2 942.15 I EXPAN51ON
940 �a / / 9 1
19 /I 945.50
940.80 / 1 L I i I J I I / 944.25
cA
942.15 942.71 GENERATOR o / - - J I / // / Lo
I I /
e / 942.50 C I / D14
Q O 942.58 ^- 1
\ STAFF PARKING e _ > GENERATOR / 1v
e � 945.50 � -� �
\ 1 \ a1 \ 58 SPACES e 942.65 RD 6-2 ` E911 I / / /
942.35
/ AC c
942
TRANS. ,r RD
2.65 / 942.65 942.65
\\ T 942.65 - e D 6- I i
la. A e 943
/// CI 16 I
PROPOSED 60 EASEMENT = 9421 + {
CI 26
P=941.60
942.16
942
� N
1 \ Cil
1;;I\
945.25
/ / / PERM, DIVERSION I l
MH 13 HP Hp o RD 5 m 0 / I C500 SWALE "CLEAN WATER" l \
CI 14 7 943.50 CI 1 943.50 �� / ,r� / 1 l
945.50 77.7
\I I Q• � �
I Qw _ o / DI 5 S< l
\ _T¢ 945.25 I � � 945.25 0pFEl
A Ll I
o o
J I / I I I I
- RDI DI 18, I / I 1 ! \
- / r Ir FJFJD I ` B 10
RD 4 945.50 � ZII �V3 I i
3 942.14 1 \ \ === = -_ ==�= -=-_� ' RD3-4 �o o� / 1 I DI EXISTING WOODED I \
943 945 0 ° • 'per o / °f rn / 9q4 / I / \ AREA TO REMAIN
REBAR \ HP _ oe e .90 ° 945.50 / ° Q�~ ° �° ° -/, RD 3-2
943.18 _� e
FOUND \ ° o RD 3- I / �, o
°
�� '' �h 1 \
\ \
\ 945.50 ° o RD I -1 IR 1-3 RD I -4 RD I -5 _ R 3-3 �� / 1 \
- - D- D �R
RD I-2 : • /! p �I�a
� \ 0 945.25
� r _ °�.
1 \ _ \
m .m. -
❑ J Ex / \
\ 1 0 ----- _ �04
AC - ROPOSE10�ao/ \
I 0120 I _
BUILDING I ss
v HP m - o � �1 .
\ 943.00 s z o°°°oo . F.E. = 945.0 os o'
1 \m w cn o Fmoo.
PC
_ I 945.50 °n
oo rn I - 945.50 0 945.25
x'
7\ 7\
LL LU - „ 945.24
\-- 945 111
945.50
EXIST�� WOODED AREA TO
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
o o
PIPE OUT
945.25
* MH 1
0
.
934.15
933.00
51
LF,
IREMAIN
RCP
0
2.25%
°
940.30
935.93
935.65
34
LF,
15"
RCP
0
0.82%
* DI 3
942.80
935.69
934.35
L
LF,
18"
RCP
0
0.50%
DI 4
942.80
936.33
935.89
87
LF,
18"
RCP
944.15
0.50%
DI 5
942.80
936.96
o
"�
945.25
P/N.•4724571621
RCP
0
0.50%
----P--°-----°945-
943.80
937.44
937.16
55
LF,
15"
RCP
o
0.50%
DI 7
STATE O� , NORTH
937.92
937.64
/
LF,
15"
RCP
0
0.50%
DI 8
943.70
938.41
CAROLINA
DB 1062 PG ' T527
58
_g4,5 -✓
�
RCP
�
0.50%
DI 9
�
� 945.50 ��
i­'(ZONED.- CU -6 5-5)
64
LF,
15"
RCP
0
0.50%
®
944.70
.
®
F.
VACANT
o
'A/
�
PVC 0 0.50%
Al 11
944.70
941.48
941.26
45
LF,
6"
PVC 0
LISSETH WILLIAMS
* Cl 12
�
944.20 944
-
933.00
24
LF,
24"
945.25 -
40 PG 2094 CI 21 e e
D.• R-20) 1 ��.
' gak
B2 // 943.70 M FUTURE
945.25 I EXPAN51ON
EXISTING BORING _ -/ \-------
\ (APPROXIMATE
LOCATION, TYP.)
\ - -94s- D122 HP Ca
� 943.50 � . 948- -�
9
�` 943 DI 24
9 __i � C123 ---__--
� 949 � HP
\ `9 4:1 SLOPE (MAX.) I^�I
1 � Q� I� � � f 943.20
\ 950 `J 2 CURB INLET
1 d \ V/' C501 (TYP.)
/ r- /�l
-944
BERM (TOP501L/
UNSUITABLE 501L) e
1 f
946- g44 946 946
9"6 e94 85 MH 3 947 4:1 SLOPE
6. 949.50
- - / 950 .943' 949
/ I I BERM (TOP501L/ f- 94
J / �NaWTAB I..E SOI L)- - -
I 946.25 945.20
946 -
MH
.
MH 28 -945 � E e
_RF - - - - - - -a --
/ / �} r�4/u off/u off/u Hoff/u a �'T4 TPES o �� off/u 0H/u, 0H / off/u H/u /u
PROPOSED R W -
_ / WV cn
w� w w fi-�v -�- 9 ,FES 33 - 4 STORM --ter--wi94� w w FES 37 W_ _-.1 W_E EeR W 0
ft
W IN 941.3 0 -` C501 MANHOLE (TYP.) - - - - -
/ I I � � o
944 - - - 944.45 9`t5 _
�� EXIST. PROPERTY LINE
/ _J 944 C' -N PAVEMENT - EX. EOP
- - -
/ � \
G�� G> GG G G- _ G
------
\ �WOI
-940.9
J
AY 5 AREA INLET
C501 (TYP.) D
El 11 I-
" 945.50„ 1�L W I HP s
110 945.38 945.25 944.25
e
s
�
® RS 49514 I I l 944.00 �R \
e
y
I■■■■► . , .
n
PROPOSED STORM SEWER PIPE SCHEDULE
UPSTREAM
STRUCTURE
UPSTREAM
RIM ELEV.
UPSTREAM INVERT
DOWNSTREAM
INVERT
PIPE OUT
* MH 1
941.20
934.15
933.00
51
LF,
18"
RCP
0
2.25%
* CI 2
940.30
935.93
935.65
34
LF,
15"
RCP
0
0.82%
* DI 3
942.80
935.69
934.35
268
LF,
18"
RCP
0
0.50%
DI 4
942.80
936.33
935.89
87
LF,
18"
RCP
0
0.50%
DI 5
942.80
936.96
936.53
85
LF,
15"
RCP
0
0.50%
DI 6
943.80
937.44
937.16
55
LF,
15"
RCP
0
0.50%
DI 7
943.70
937.92
937.64
55
LF,
15"
RCP
0
0.50%
DI 8
943.70
938.41
938.12
58
LF,
15"
RCP
0
0.50%
DI 9
942.90
938.93
938.61
64
LF,
15"
RCP
0
0.50%
Al 10
944.70
941.06
940.68
77
LF
6"
PVC 0 0.50%
Al 11
944.70
941.48
941.26
45
LF,
6"
PVC 0
0.50%
* Cl 12
939.00
933.36
933.00
24
LF,
24"
RCP
0
1.50%
* MH 13
942.10
934.96
933.56
127
LF,
24"
RCP
0
1.10%
Cl 14
942.90
935.68
935.16
35
LF,
18"
RCP
0
1.50%
Cl 15
943.00
937.03
935.88
77
LF,
18"
RCP
0
1.50%
Cl 16
943.00
938.23
937.23
67
LF,
15"
RCP
0
1.50%
DI 17
943.80
939.03
938.43
40
LF,
15"
RCP
0
1.50%
DI 18
944.80
939.98
939.23
50
LF,
15"
RCP
0
1.50%
MH 19
944.90
939.68
939.23
45
LF,
15"
RCP
0
1.00%
Cl 20
942.50
935.81
935.16
131
LF,
18"
RCP
0
0.50%
Cl 21
943.40
936.71
936.01
140
LF,
18"
RCP
0
0.50%
DI 22
942.50
937.05
936.91
27
LF,
18"
RCP
0
0.50%
Cl 23
942.70
937.74
937.25
98
LF,
15"
RCP
0
0.50%
DI 24
942.00
938.11
937.94
35
LF,
15"
RCP
0
0.50%
DI 25
942.00
938.65
938.31
68
LF,
15"
RCP
0
0.50%
Cl 26
940.60
936.04
935.41
127
LF,
18"
RCP
0
0.50%
Cl 27
940.60
936.82
936.24
116
LF,
15"
RCP
0
0.50%
MH 28
946.10
943.08
943.00
16
LF,
15"
RCP
0
0.50%
FES 30
943.90
943.80
934.50
50
LF,
12"
RCP
0
0.20%
OS 1
SEE DETAIL
929.83
929.70
42
LF,
30" RCP 0 0.%
FES 31
-
934.20
-
-
FES 32
-
930.00
-
-
FES 33
-
943.00
-
-
FES 34
942.80
-
-
FES 35
-
943.00
942.80
51
LF,
15"
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0
2.50%
** MH 36
947.35
944.08
943.28
161
LF,
15" RCP 0 0.5%
FES 37
-
944.19
-
70
LF,
15"
RCP
0
0.5%
FES 38
-
948.1
947.90
19
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12" RCP00.50%
RD 1
-
938.51
937.23
64
LF,
10"
PVC
0
2.0%
RD 1-1
-
939.11
938.51
30 LF,
6"
PVC
0
2.0%
RD 1-2
-
938.61
938.51
5
LF,
6"
PVC 0
2.0%
RD 1-3
-
939.01
938.51
25 LF,
8"
PVC
0
2.0%
RD 1-4
-
939.51
938.91
30 LF,
6"
PVC
0
2.0%
RD 1-5
-
940.01
939.41
30 LF,
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0
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RD 2
-
940.98
940.18
40 LF,
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0
2.0%
RD 3
-
940.82
940.18
32
LF,
10"
PVC
0
2.0%
RD 3-1
-
940.78
940.48
15
LF,
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PVC
0
2.0%
RD 3-2
-
940.82
940.18
32
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PVC
0
2.0%
RD 3-3
-
940.90
940.74
8
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10"
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0
2.0%
RD 3-4
-
940.74
940.38
18
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0
2.0%
RD 4
-
940.68
940.18
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6"
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0
2.0%
RD 5
-
940.02
939.88
7
LF,
6"
PVC 0
2.0%
RD 6
-
940.32
939.88
22
LF,
6"
PVC
0
2.0%
RD 6-1
-
940.44
940.32
6
LF,
6"
PVC 0
2.0%
RD 6-2
-
941.02
940.32
35 LF,
6"
PVC
0
2.0%
* USE CLASS III 0 -RING GASKETED PIPE JOINTS
** USE CLASS V RCP
-T-1-1--T_--T 1- 0 -
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- --954
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11
1- -�-- � rn C500 SWALE CLEAN WATER
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944.20
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943.85 943 945.10 949 I
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944.25 - ►n
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SS EXISTING SANITARY SEWER LINE
W EXISTING WATER LINE
G EXISTING GAS LINE
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PROPOSED STORM DRAINAGE PIPE
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30 0 15 30 60
Chia. SCALE: 1"=30'
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
,GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
GRADING/
DRAINAGE PLAN
ENLARGEMENT
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 UTILITY.dwg, C400 OVERALL UTILITY PLAN, 5/22/2017 10:48:43 AM
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Know what's below.
Call before you dig.
NORTH
50 0 25 50 100
SCALE: 1 " =50'
adw 0
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
OVERALL SITE
UTILITY PLAN
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
�oR®@�r.�*'tl° OXY & APY®9PBp,9
a..
a 'S
° 15471 '
N IF
SEAL
SHEET NUMBER
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PIN.•4724585001
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\ P/N.•4724586299-
_
IREDELL STATESVILLE
\ \ M N COMMUNITY ENRICHMENT CO
FOOU D DS 1738 PG 65
(ZONED• B-3)
\ OUNDtl
\ SEE E�NLA 1IIIImE ENT SHEET C401 � � g�3 ; _J/,�j �4a 949
--•949-
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Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 UTILITY.dwg, C400 OVERALL UTILITY PLAN, 5/22/2017 10:48:43 AM
/ ——
EN6'ROACH ENT
-tECK ANf
UM HOUSE /
0 91
5
i
955
954 /E
/ D
Az/
�---X940"' -
(ZONED
\ �ZOiID: R-2�\ \ : R-20)
RE DENIAL \V �\ )RESIDENTIAL I
SEE SHEET C401 FOR
NOTES AND LEGEND
Know what's below.
Call before you dig.
NORTH
50 0 25 50 100
SCALE: 1 " =50'
adw 0
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
OVERALL SITE
UTILITY PLAN
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
�oR®@�r.�*'tl° OXY & APY®9PBp,9
a..
a 'S
° 15471 '
N IF
SEAL
SHEET NUMBER

I�
CITY OF STATESVIL
VICINITY MAP
NTS
9�s \ 937 \
936
1 935 934
933
EX/STING WOODED AREA TO
REMAIN
J \\\ \
\ \
6,7
\ 1 \ 9�,b \
l
PIN.•4724571621
STATE OF NORTH CAROLINA
DB 1062 PG 1527
(ZONED: CU -6 9-5) / Q
VACANT
tz
REBAR l
^,) J / i FOUND-
\ N04440 53 "E \ / 784.85' , / / / / i
�M`7_ -�77�� �\ / 8' TYPE A /BUFFER /
10' REAR SETBACK/
T / - �- /- - - -
933
935 FES 34
-937
937 / i / / 940-
/ EXISTING WOODED
AREA TO REMAIN
to
/
FUTURE PRIVATE SEWER
MAIN TO FUTURE / / / / / o,`C� / / / 957
/ ' DEVE� PMENT (NIC) -942�g56 / /
/ / 941 / / s / FES 35
FES 3
FES 31 �' / / MH ss / 2' STAND-OFF mss / 43
933 �h/ / / / DISTANCE (TYP.) / DI 3
PROPOSED SANITARY SEWER SCHEDULE
STRUCTURE #
RIM ELEV.
�y
INVERT OUT
OUTLET PIPE
CO 1
-
-
F�
60 LF, 4" PVC @1.72%
CO 2
�9
-
941.50
100 LF, 4" PVC ©1.04%
CO 3
-
-
940.50
77 LF, 4" PVC @7.60%
CO 4
-
-
935.21
53 LF, 6" PVC ®1.20%
CO 5
-
-
934.65
I�
CITY OF STATESVIL
VICINITY MAP
NTS
9�s \ 937 \
936
1 935 934
933
EX/STING WOODED AREA TO
REMAIN
J \\\ \
\ \
6,7
\ 1 \ 9�,b \
l
PIN.•4724571621
STATE OF NORTH CAROLINA
DB 1062 PG 1527
(ZONED: CU -6 9-5) / Q
VACANT
tz
REBAR l
^,) J / i FOUND-
\ N04440 53 "E \ / 784.85' , / / / / i
�M`7_ -�77�� �\ / 8' TYPE A /BUFFER /
10' REAR SETBACK/
T / - �- /- - - -
933
935 FES 34
-937
937 / i / / 940-
/ EXISTING WOODED
AREA TO REMAIN
to
/
FUTURE PRIVATE SEWER
MAIN TO FUTURE / / / / / o,`C� / / / 957
/ ' DEVE� PMENT (NIC) -942�g56 / /
/ / 941 / / s / FES 35
FES 3
FES 31 �' / / MH ss / 2' STAND-OFF mss / 43
933 �h/ / / / DISTANCE (TYP.) / DI 3
PROPOSED SANITARY SEWER SCHEDULE
STRUCTURE #
RIM ELEV.
INVERT IN
INVERT OUT
OUTLET PIPE
CO 1
-
-
941.50
60 LF, 4" PVC @1.72%
CO 2
-
-
941.50
100 LF, 4" PVC ©1.04%
CO 3
-
-
940.50
77 LF, 4" PVC @7.60%
CO 4
-
-
935.21
53 LF, 6" PVC ®1.20%
CO 5
-
-
934.65
66 LF, 6" PVC @1.20%
CO 6
-
-
941.50
72 LF, 4" PVC ©12.28%
UTILITY NOTES
1. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE
CODE REQUIREMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES (STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO
CONSTRUCTION. INFORMATION SHOWN ON TH15 PLAN 15 FOR REFERENCE ONLY AND SHALL BE
FIELD VERIFIED BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IMMEDIATELY IF ANY D15CREPANCIE6
BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND.
4. MINIMUM COVER FOR ALL SANITARY SEWER MAINS SHALL BE 3'-0". DUCTILE IRON PIPE WILL
BE 5UB5TITUTED WHEN MINIMUM COVER CAN NOT BE MAINTAINED.
/ �� / / / / / // / / / EX/STING WOODED 5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE 3'-0" MIN. EXCEPT AT VALVE
9- 1436 ��� / / o / / / / / / / / / / OR HYDRANT LOCATIONS, OR OTHER SPECIAL CONDITIONS.
l / / /
- - ,/ / AREA TO REMAIN l / / // 6. THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL
,CI 12 _ _ �t2 / / _ 1 PRESSURE TESTING AND CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL
/ J / 9 REVIEW AUTHORITY HAS APPROVED THE CONNECTION. THE CONTRACTOR SHALL AVOID
94 / I/ / 14 / / D15RUPTION OF EXISTING SERVICE.
3 / m / J / 1 / l l
7. REFER TO PLUMBING DRAWING 5ERIE5 FOR THE LOCATION OF WATER AND SANITARY SEWER
\ CI 2 I / PUTU RE SERVICE CONNECTIONS AT THE BUILDING.
EXPAN6 ON/ /` 1 \ 8. UNLE56 OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE 51TE UTILITY LINES AND
940 �IN / / / 9.44 / / / / / / I / THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE 51TE UTILITY
CO CONTRACTOR.
o \ \ '°� / I / \% / / / Hca / I 9. PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE
SLOPES AND INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT
THE ACTUAL QUANTITY OF PIPE REQUIRED.
� / / i i 10. IF WATER LINE CROSSES OVER SANITARY SEWER WITH LE66 THAN 18 INCHES VERTICAL
GENERATOR - - - /V UG U / T U I I / CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER CR055E5 UNDER
F6D
E CR0661NG I I E DI 4 / T / I I I THE SEWER REGARDLE55 OF CLEARANCE, BOTH PIPES SHALL BE DUCTILE IRON 10' EACH
\ \ / - c, za I J J I 1 J T / I h I I I SIDE. IF WATER LINE RUNS PARALLEL TO SEWER LINE WITH LE66 THAN 18" VERTICAL
\ \ STAFF PARKING INV.=933.99 / _, I / / I , INV.=938.11 I GENERATOR"� r / / / /UP
I 1 I I CLEARANCE AND LE66 THAN 10 SIDE CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON.
1 \ 9kl\ 2 SANITARY SEWER 9 / / (58 SPACES) CO 5 PROPOSED GA6 METER 1 I /
36'� -/ i C 3 - BY GAS COMPANY / 11. IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE,
I 1 \ C503 MANHOLE (TYP.) / _ CLA55 350 WORKING PRESSURE WITH GA5KETED JOINTS, 10' EACH 51DE OF WATER MAIN.
\ vGUGE UGE UG942 UGE UGE - �� / / / I o0
I \ G G G G - G G c / g / / / I I I I I 12. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
\ / OUT5IDE DROP SANITARY 6 / TRANS. / DEPT. CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE
PRIVATE SANITARY SEWER MAIN (6EE SEWER MANHOLE C503 r / ELECTRICAL AND TELE. I 1 SUPPLY LINE BETWEEN ANY WATER METER AND ITS CITY OF 5TATESVILLE REQUIRED BACKFLOW
SHEET C402 FOR PLAN 6 PROFILE) \ PIPE CR09SING l / / / / / / LINES (6EE ELECT. DWG6.) I 1 I PREVENTER.
\ \ 56 INV. =931.3 943 / " / / / / I I I
El El
61) INV.=935.41 G - / / I / / I I 13. EACH REQUIRED BPA 15 REQUIRED TO BE TESTED BY A CITY OF STATESVILLE APPROVED
EASEMENT w C 16 / H I I / I ` 1 I CERTIFIED TESTER PRIOR TO PLACING THE WATER 5Y5TEM IN SERVICE.
��"i It 1
I PROPOS�60 ��o �g42� o \ ^01 1�� o� o{1 it
o o / m, / / // / / \ I I I I 14. 5EE DRAWING E702 FOR BUILDING GROUNDING REQUIREMENTS.
CI 26 ,n r MH 13
o I CI 14 ,I CI 15T / N /
NLo
\�' 232.00 - LF /
_9Q2 / / \ SSMH 4 \ \ g� 8" PVC ®1.200 1 SSMH 5 / / I I U I 1 \
o �°' / 1 °' \ \ - 94 I / / I DI 5 I \
-942
Of FT -1
'S- o u I
\ F" i PIPE CRO661NG
- 66 INV.=932.8 -941 / DI 18.��
ti \ K) � RD INV. -942.1 / /
6 PVC - = - - - _ - - _ - - - - - _ __; o I D16 EXISTING WOODED
943 \ \ I \ (C900) ° o o = ° ° °� o 8 \ / / 944 / I / I / / AREA TO REMAIN
° p ° / o p ° i ° o o o � ° � •� p s ° . o I CLEANOUT � /
REBAR
FOUND - ° 'C06
/ ° /'� o ° ��Co 2w
t
---D f� RD R D �R - ° .
°7 A
I I 1941PVC SHUT OFF VALVE r M �1 - °� / L -
1
\ \
/III\ /
" REDUCED PRE65URE BACKFLOW
W .o / S
� AC � I
1 v � \ \
S7
PREVENTER IN AN IN6ULATED ENCL06URE - ROPOSE
5
� „� 61TE UTILITY CONTRACTOR TO " -
o JI CI 20 � 6TU6 2 FIRE LINE6 UP 1' G . / .
I I ABOVE FINIOHED FLOOR AND CAP O �D i �� R
J\� I _
WITH BLIND FLANGE 0 -EE
Z/ I D17 \ \ �-
�, 0 1 1 1 9S2 \ �--_ -
►, Z E 945 0 . ��Ex z I 1 0) -- _
DRAWING FP101 FOR LOCATION6. o o o D< \
W_ Z 0 m moo. �� on ® X \ _
1 I ci u n -- 7 7oLl E LL LU
IH� M,a Fab t3 .� o .] �� 9153 \ /� _ ` e
\� �x 3I 10 I \ 9so \ --�
U- LU TEE ` 411 PVC
9R \ \ \
EXISTING WOODED AREA TO \ - - - ° o ° ° • - - - - - - - 9Ri9 \
- - - IRRIGATIONS REMAIN
DW ° / \
I 6 PVC (C900) o o° 6LEEVE6. 5EE m -
p o FIRE LINE6HEET C201
BFP
o
-`945- 6 945 P/N.4724571621 -
ILI
STATE OF NORTH VAN HC DI
\
CAROLINA F" DRIP IRRIGATION MAIN. 6EE �� wom �" °�'`X/1_-954/ - - -DB 1062 PG 1527 - - - _ -
LAND6CAPE PLAN C401 m 40L
(ZONED.- CU -6 8-5) v 0�` � � � o o / TAFF/ VIS R PARKING �-
I VACANT p 4 FIRE DEPT. /SPACES)- - - -
1 / /��. �_ o41
/ (40 - - - -
0503 CONNECTIONCD
�c 944 944 _ - - - - -
LISSETH WILLIAMS 3 FIRE HYDRANT W/6" e J 7_1_7 - - - EX/STING WOODED
CI 21 C503 GATE VALVE (TYP.) / i-
DOMEOTIC
- - L I _ _ - - AREA TO REMAIN
40 PG 2094 i / -
3° PVC (OCH 40) PVC p� / ' \ FUtURE -
I WATER LINE y� g / FUTURE I _ - - _ - - - _ __ - - - - - -
� / _+ - I - � PARKING I � -
o 6" GATE VALVE / / EXPANSION I I I f I --r-
I 1 L --- DI9 -950 / _-- 951
RECOMMENDED ALIGNMENT OF PROP.- - - - - - - - - -
\ „� F _ �F F \ 6" PVC (C900) 943 I - - \ �- 949 I
ELECTRICAL 6ERVICE. CONTRACTOR TO - -g46- - /
PROVIDE 4" CONDUIT (W/6TRING) FROM DI 22 �\ - a \ - - - - - to /
--_..948-•• --- -_
TRANOFORMER TO POLE AT LEAOT V DEEP. / \- FIH �^ - - - - - - - - - - - - - -
CITY ELECTRIC DEPT. TO PULL LINE 91.1 \
i 8"x8" x6" 943
TEE (TYP.) / DI 24 - - - - _ - - - - - _L_• � - � -\ \ / / �/,
I RECOMMENDED ALIGNMENT OF /
PROP. GAO MAIN TO BE �p� - / � � � 94� - - - \ \ \ \ 01/
CON6TRUCTED BY THE G06 CO. 1 _ CI 23 5 CONCRETE THRUOT /
9 a 949 946 - I --I �c3 C503 BLOCK (TYP.)
\ 950 i� � _ _
I / FIRE LINE
I 9 - f 946 --\9�� 946 / / / / / // I/
I / 1 s 44 _ _ _ / � / ,/ / / /
/ \- `947• � - '' /m �rh
' yUJ % °� - - 944Di 25
1 BERM (TOPSOIL/ //
\ U NSU ITABLE 601L) 943
950
3" REDUCED PRESSURE BACKFLOW PREVENTION T l 1 \- II 8" DOUBLE CHECK VALVE A66EMBLY INSTALLED ABOVE GRO NU
A66EMBLY IN6TALLED ABOVE GROUND WITHIN AC503 w C503 WITHIN A HEATED INSULATED ENCLOSURE PER CITY OF�9 945
HEATED, INSULATED ENCLOSURE PER CITY OF 9 1 \ w 3 6TATE6VILLE PUBLIC WORKS REQ. ENCLOSURE TO HAVE DRAIN - - 4� �` \BERM (TOP501L/ I °j �n I
6TATE6VILLE PUBLIC WORK6 REQ. ENCLOSURE TO �6 _ _ PORTS FOR DISCHARGE WATER PER CITY OF STATESVILLE PUBLIC H 3 947 / UNSUITABLE 501L)
HAVE DRAIN PORTS FOR DISCHARGE WATER PER --WORK5 WATER REQ. INSTALL TAMPER 6WITCHE6 ON 064Y VALVES. 949_946-. 1 `\
CITY OF 6TATEOVILLE PUBLIC WORK6 REQ. HEATER HEATER 6HALL BE UL LISTED, THERM06TATICALLY CONTROLLED /I
' BERM (TOPSOIL/ 91
6HALL BE UL LISTED, THERM06TATICALLY 1000 WATT, 120 VOLT, 60 HZ. \ 950 Cb
25 FRONT SETBACK �V, + -I
CONTROLLED 1000 WATT, 120 VOLT, 60 HZ. �NSIZLTA�.LE �Qll_)- /.L � l I
3° DOMESTIC WATER METER SET _ � � 948 -\ 947 948 \ \I
BY CITY IN WATER METER BOX - - 3 MH 28 E / 946 \ \ o
PROVIDED AND INSTALLED BY w - '945 945 FES 38 I
E E � � � E E E E ESE � E E E E I
LICENSED UTILITY CONTRACTOR -RF-_ _ _ _ - �Q - / - - - - - - - 944 - - - - ca"�
�^PROPOSED R W
- off/u off/u off/u /u off/u a nH�u o ��� � off/u off/u, off off/u H/u /u off i off/� �H/u off/u off/u off/u oH/ off/u off/u DoH/u o off off u �� o �oH�tr-
WV to eFF 9 TPED
44 945 = - -� - FES 39
w w fi _ - - w 4aSES 33_ w w` - - - � w w - w - - FES 37 ua---mow w w -w 945 _ w - _ g47- - - - > > �
v N- - w -W
w w w w w w w INV -941.3 �`°� c�-------- -E EBP -T - T -946T ---�_ _- T -
� loo �' �5 �oo
1h - - _ -944 g EXIST. PROPERTY LINE/ - 504'
dm
944 CP"7N A MENT - -- - - EX. EDP 946 9sr,
G Gc-
c
c CII G
TEM-REBAR FOUND EASTg 8°x12TAPPING SLEEVE VALVE SIDE OF BRISTOL DRIVE
C503 BY LICENSED UTILITY CONTRACTOR BRISTOL DRIVE -SR 1358 IN1,1-942.4 ,
ELEV.- 948.96
IN -940.9 I W 4I W OI
N.•747671.22
Y:\charlotte\17000100S\17000142.00_Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 UTILITY.dwg, C401 UTILITY PLAN ENLARGEMENT, 5/22/2017 11:19:30 AM
LEGEND
I
EXISTING SIGN
EIP
EXISTING IRON PIN
'
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING UTILITY POLE
R/W
RIGHT-OF-WAY
EXISTING FIRE HYDRANT
tF"
PROPOSED FIRE HYDRANT
Y
PROPOSED FIRE DEPT. CONNECTION
0 W
EXISTING WATER VALVE
N
PROPOSED WATER VALVE
N
PROPOSED CHECK VALVE
®
PROPOSED POST INDICATOR VALVE
®WM
EXISTING WATER METER
■
PROPOSED WATER METER
BFP
PROPOSED BACKFLOW PREVENTER
OS
EXISTING SEWER MANHOLE
SSMH I
•
PROPOSED SEWER MANHOLE
o o
EXISTING CLEANOUT
0co
PROPOSED CLEANOUT
❑
EXISTING DRAINAGE STRUCTURE
DI I
■
PROPOSED DRAINAGE STRUCTURE
&cV
EXISTING GAS VALVE
®cM
EXISTING GAS METER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
--
PROPERTY LINE
-x -x -x-
EXISTING FENCE
UGE
EXISTING UNDERGROUND ELECTRIC LINE
OH/U--
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND TELEPHONE LINE
SS
EXISTING SANITARY SEWER LINE
S5-
PROPOSED SANITARY SEWER LINE
W
EXISTING WATER LINE
DW
PROPOSED DOMESTIC WATER LINE
F
PROPOSED FIRE WATER LINE
EXISTING CONTOUR LINE
XXX
PROPOSED CONTOUR LINE
_
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
EXISTING GAS LINE
G
PROPOSED GAS LINE
0
EXISTING STORM MANHOLE
MI•`I
10
PROPOSED STORM MANHOLE
I(NO RECORDED R/W FOUND) _ _ E•142651J..8s
FW4
8 3"x12" TAPPING 6LEEV � VALVE (NO
- -
C503 BY LICENSED UTILITY CONTRACTOR - - - - - - - - - .
-- -- -- Know what's below.
I I Call before you dig.
I
NORTH
30 0 15 30 60
SCALE: 1 " =30'
adw •
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
zEDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
UTILITY PLAN
ENLARGEMENT
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
04g�� •�*ti6 ABY 0 A P5®®l+9
q
0C' elu. ,
15471 o
SEAL
V/21
I ,
SHEET NUMBER

Y:\charlotte\17000100S\17000142.00_Iredell_Safety_Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 PLAN & PROFILE.dwg, C402 SEWER PLAN AND PROFILE, 5/22/2017 11:31:07 AM
adw 0
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
+benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project#17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SANITARY SEWER
PLAN AND PROFILE
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
Ory�Aa00®a 0®„aae� oa¢a®®ne � aim
O '>
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15 471
a x�" �
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SHEET NUMBER
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=
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PROPOSED
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PIPE
MELECTRICAL
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PROPOSED GAS
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-
-
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PROP • 232 - LF
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912
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4+00
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— — — - -
-
PROFILE VIEW
"=30'
HORIZONTAL SCALE 1
�
VERTICAL SCALE 1"=3'
� f _ �
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PRIVATE SEWER MAIN
_ _ _ _ x �1" 94G�
%/
o I /
,9�2 / I \ \ SSMH 4 \ \
\
�� 2,32700 LF °
8 PVC ®1.20%
S
SSMH 5
\ \ 2
SANITARY SEWER
I
/
— /
\ / \ �ry
�' I °' \
\ \ \ C503 MANHOLE (TYP.)
" _ _ x
—x x x
_ �x—x—x—x
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adw 0
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
+benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project#17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SANITARY SEWER
PLAN AND PROFILE
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
Ory�Aa00®a 0®„aae� oa¢a®®ne � aim
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SHEET NUMBER

STEEL POST
WIRE FENCING
WOVEN FILTER
FABRIC
GENERAL NOTES:
EXISTING
STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF
F
l'
W1
STEEL POST
1. FILTER
FABRIC
FENCE SHALL BE
A MINIMUM OF 32" IN
WIRE FENCING
WIDTH
AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES
WOVEN FILTER
WITH 12"
STAY
SPACING.
5'
FABRIC F,
2. WOVEN
FILTER
FABRIC BE USED
WHERE SILT FENCE IS TO
pQ
REMAIN
FOR A PERIOD OF MORE
"
THAN 30 DAYS.
ao Z ��- 'll
z
GROUND
50' MIN. PUBLIC STREET
-III1 -III 11
SOIL STABILIZATION
FABRIC UNDER 2"-3"
COURSE AGGREGATE
50' MIN.
3.
STEEL POSTS SHALL BE 5 -0 IN HEIGHT AND BE OF
F
l'
W1
W2
*T
H
THE SELF -FASTENER ANGLE STEEL TYPE. l -VIII
30
l l
4'
12'
18"
4.
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A
Illjlllll�llllil
16'
5'
18'
18"
12"
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
,>
16'
NOTES:
5.
TURN SILT FENCE UP SLOPE AT ENDS.
BACKFILL TRENCH
B
33
10'
6.
WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6"
MIN. AND COMPACT
8"
1.
A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE
10'
OPENINGS. THOROUGHLY
11'
9"
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
7.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT
10'
2.
FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
9"
FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO
A
CONSTRUCTION ENTRANCE.
SWIM BUFFERS OR WETLANDS (REFER TO SWIM BUFFER
3.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
GUIDELINES).
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.
MAINTENANCE NOTES:
4.
ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
1.
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
5.
WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT
IMMEDIATELY.
BASIN.
2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
6.
SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
Temporary Silt Fence
� NCDEQ STD. 6.62
W1=3Do
END OF FLARED
SECTION
W2
END OF APRON
PLAN
-v i ronrv.
FILTER FABRIC LAP
(IF NEEDED)
NATURAL
GRADE
RIPRAP
z 1= �_11 _� 1� I Cl)
w
III U
NOTE: MINIMUM LAYER OF
H=2 PIPE DIAMETER FILTER FABRIC
* d50 (SEE FIG. 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL"
DMAX = 1.5 X d50
T = 1.5 X DMAX
5 Outlet Protection
NCDEQ 5TD. 6.41
ni i ci nom
SECTION
�NDEQ
mporary DiversionCSTD. 6.20
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Temporary Gravel Construction Entrance
NCDEQ STD. 6.06
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED
BY THE ENGINEER.
2. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES'
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR RIPRAP APRON DESIGN
STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE
OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS
THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
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 ATTHE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
RECEIVING CHANNEL. THE APRON SHALL 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
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, 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.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP
RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
DESIGN DATA TAKEN FROM THE USDA NOMOGRAPH LOCATED
IN THE NC SEDIMENT AND EROSION CONTROL MANUAL
OUTLET PROTECTION SUMMARY
FES
La
W1
W2
*T
H
CLASS
RR
30
10'
4'
12'
18"
10"
B
31
16'
5'
18'
18"
12"
B
32
16'
8'
19'
18"
20
B
33
10'
3'
11'
9"
8"
A
34
10'
3'
11'
9"
8"
A
37
10'
3'
11'
9"
8"
A
#5 WASHED STONE
1' THICK X 2X HIGH (MIN.)
CLASS B OR
CLASS 1 RIP RAP
PERSPECTIVE VIEW
CLASS B OR
CLASS 1 RIP RAP
NCDOT #57 OR #5 ,
WASHED STONE 1
3
SEDIMENT
STORAGE ZONE I I I z
F N�
iD 2'
I
SECTION
Temporary Filter Berm Inlet Protection
NCDEQ 5TD. 6.55
SEDIMENT STORAGE AREA
VOLUME REQUIRED=XX SF.
FINISHED GRADE
TOP OF
EMBANKMENT
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS -AUG. 15 - DEC. 30
COASTAL PLAIN AND PIEDMONT -AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COSTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAIN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS -MAY 15 - AUG. 15
PIEDMONT -MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COSTAL PLAIN,
KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS -ABOVE 2500 FEET: FEB. 15 - MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
PIEDMONT -JAN. 1 - MAY 1
COASTAL PLAIN -DEC. 1 - APRIL 15
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding Specifications for Temporary Erosion Control
NCDEQ STD. 6.10
INSTALLATION DETAIL
SION RESTRAINT
NYLON ROPE,�Tk
P STRAPS
-AT WASHERS)ACH
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FORM INLET
SEDIMENT SACK
MAINTENANCE NOTES:
1. SILT SACKS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE
SILT SACK STILL IS NECESSARY, THE DEVICE SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH APPROX. HALF THE HEIGHT OF THE SILT SACKS.
6 Tem ora Silt Sack
N.T.S.
BAFFLE
(TYP.)
EARTH BERM
(SEE EROSION
CONTROL PLAN) /
STEEL POST
�'O
COIR EROSION
FABRIC
FLOW
\� IIII
II NIIIIIII III -
ANCHOR MATERIAL IN 4"
WIDE BY 8" DEEP TRENCH
WITH COMPACTED FILL
INLET ZONE - BAFFLE DETAIL
25% OF SURFACE AREA
FIRST CHAMBER -
P�G/�' 25% OF SURFACE AREA
SECOND CHAMBER -
*SEE EROSION 25% OF SURFACE AREA
CONTROL PLAN
FOR METHOD OUTLET ZONE -
OF DISCHARGE 25% OF SURFACE AREA
PERSPECTIVE VIEW
CONSTRUCTION SPECIFICATION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP, SEDIMENT BASIN AND/OR
SKIMMER BASIN AS SHOWN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4
FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE
FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. BAFFLE MATERIAL SHALL BE 700 G/M2 COIR EROSION FABRIC.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE
POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES THAT DIVIDES THE
BASIN IN THIRDS.
6. ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
7. WRAP BAFFLE MATERIAL OVER THE TOP WIRE. ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES. USE 3 TIES PER POST ALL WITHIN TOP 8"
OF FABRIC.
8. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH 8" DEEP. IN
LIEU OF EXCAVATING A TRENCH, THE FABRIC MAY BE INSTALLED WITH A PIECE OF
EQUIPMENT SPECIFICALLY DESIGNED TO SLICE THE GROUND WITH A DISC.
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
• INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
• BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
• REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO
AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
10 Tem �%a Porous Baffle
NCDEQ 6.65
19-GUAGE
HARDWARE CLOTH
(" MESH OPENINGS)
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
FIGURE 6.51A HARDWARE CLOTH
AND GRAVEL INLET PROTECTION
4' MAX.
PLAN
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY
AROUND THE PERIMETER OF THE INLET, A MAXIUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT#5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER_
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
REFERENCES
INLET PROTECTION
6.52, BLOCK AND GRAVEL INLET PROTECTION
6.54, ROCK DOUGHNUT INLET PROTECTION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES
�.Hardware Cloth and Gravel Inlet Protection
NCDEQ STD. 6.51
CLEAN WATER
RUNOFF
2' MIN
NATURAL GRADE
6' TYP. COMPACTED
BERM
\ I �
`2' MINI - Ill
NORTH AMERICAN GREEN S150
EROSION CONTROL FABRIC
Permanent Diversion Swale "Clean Water"
NT5
SECTION
DISTURBED
AREA
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
0®Qg��.g9B j° 98g9p®n9 �
C,
I
o ,
B S' I
0
471
e
SEAL
SHEET NUMBER C500

DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN 10 USE ON FLAT GRADE o0 2% & UNDER adw
DIMENSIONS OF BOX AND PIPE COVER REINFORCING CUBIC YARDS OF BRICK MASONRY
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS -U BARS -V BARS -W TOTAL CONCRETE IN BOX H1 environments life
D A B C G MIN.H1 H2 E F NO LENGTH NO LENGTH NO LENGTH LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. HT.
15" 3'-0" 2'-4" - - 2'-6" - - - - - - - - - - - 0.294 0.294 0.823 0.329 3 3 architecture planning interiors
18" 3'-0" 2'-4" - - 2'-10" - - - - - - - - - - - 0.294 0.294 0.933 ABOVE DEPRESSED
X X 24" 3'-0" 2'-4" - - 3'-4" - - - - - - - - - - - 0.294 0.294 1.098 MIN. H1 GUTTER LINE
#4 BAR 30" 3'-0" 2'-4" 3'-4" 3'-0" 3'-2" A 1'-10" 4'-4" 4 V-6" 3 1 4'-1" 3 4'-1" 45 0.147 0.374 0.522 1.306 ELEVATION 2815 coliseum centre drive, suite 500
N GENERAL NOTES: 36" 3'-0" 2'-4" 3'-10" 3'-0" 3'-8" R 2'-4" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.870 0 329 charlotte, north Carolina 28217
I STANDARD CURB & GUTTER
42" 3'-0" 2'-4" - 4'-5" 4'-4" A 2'-1" 3'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.390 0.525 1.847 H2 ON LIGHT GRADES t] 704 379 1919
USE CLASS "B" CONCRETE THROUGHOUT. 48" 3'-0" 2'-4" - 5'-0" 4'-10" B 2'-8" 3'-6" 4 2'-6" 4 3'-3" 3 3'-3" 40 0.173 0.430 0.603 2.185
2" WEEP HOLES 54" 3'-0" 2'-4" - 5'-7" 5'-4" "E 3'-3" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 48 0.211 0.470 0.680 2.553 f] 704 379 1920
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. www.adwarchitects.com
USE STEPS WHICH COMPLY WITH NCDOT STD. DRAWING 840.66. NORMAL 10' MAX. 2%
>- 4 6" GUTTER LINE AND OVER
OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER. BACK OF
CURB #4 BARS "U"
PLAN DOWEL USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. EQUALLY SPACED E
X #4 BARS #4 BARS "V" DEPRESSED
WITH GRATE & IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB N
11 1 N EQUALLY SPACED GUTTER LINE
FRAME REMOVED AS SHOWN ON NCDOT STD. 840.00. "V" 12" 5'
CONSTRUCT WITH PIPE CROWNS MATCHING. Y FA - - Y �L 8" 8" 3 '�``3 #4 BARS "U" #8 BARS "W"
_ -- 717
�--- * - --_ - - ELEVATION
SEE NCDOT STD. DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES m OUTLET F �STANDARD CURB &GUTTER
NOT SHOWN. - JL
dr= p ON STEEP GRADES
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F_ I SECTION S -S SECTION R -R
iC
INSTALL STONE DRAINS, OF A MINIMUM 1 CUBIC FOOT OF N0. 78M STONE INA E
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE
BRICK COPING (INCIDENTAL) ENGINEER. PLAN SECTION X -X 3" #4 BARS "V" 1
EQUALLY SPACED (3) #8 BARS -
TOP ELEVATION CHAMFER ALL EXPOSED CORNERS 1 ". RIM ELEVATION' ro "WIWI' O.C.
REFERENCE HERE
NCDOT STD. 840.16 0 1- - - - - - - -r I t�
d FRAME & GRATE
DIFIC
!II _47N $ A $ R ?a I IIII
(V 8" B - - STEP �m R GENERAL CONTRACTORS
6" A 6" 6" B 6" STEP " < I III1
717 8„ G�----
- - - - E + w
= DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H) _ 8" 8" _ C ] + _ D_71
DIMENSIONS OF BOX & PIPE CUBIC YARDS CONC. IN BOX DEDUCTIONS
TOTAL " =7C OUTLET o = g" p = -1C = PLAN OF TOP SLAB
PIPE SPAN WIDTH HEIGHT BOTTOM WALL PER CONCRETE FOR ONE PIPE (D jr -
FOR MINIMUM - co7f _ -
- _ 0I D A B H SLAB FT. HT. HEIGHT, H C.M. R.C. NOTES:
,> --
_ - - 12 31 -Olt 2 -0 21-01l 0.222 0.222 0.592 0.015 0.026 1. MORTAR JOINTS SHOULD BE BETWEEN" f" THICK.
15" 2'-3" 0.648 0.023 0.036 2. ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVE STRENGTH.
r.3. PRECAST CAN BE SUBSTITUTED. SUBMIT SHOP DRAWINGS ON IREDELL
18" 2'-6" 0.703 0.033 0.049SECTION Y -Y END ELEVATION/SECTION J -J SIDE ELEVATION/SECTION M -M ALL STRUCTURES.
CO SEE NOTE MAX. PIPE THIS SIDE - 18" 24" 3'-0" 0.814 0.059 0.085 4. ALL CATCH BASINS OVER 3'-6" IN DEPTH SHALL BE PROVIDED
DOWEL (SEE NOTE) WHERE 30" TO 36" WHERE 42" TO 54" WITH STEPS 12" ON CENTERS IN ACCORDANCE WITH NCDOT
30 31-01l 2 -0 3'- 6 0.222 0.222 0.925 0.092 0.127 PIPE IS USED PIPE IS USED STD. #840.66.
SECTION X -X SECTION Y -Y5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON
10' 3' 10' E CLAY BRICK.
E 6. JUMBO BRICK WILL BE PERMITTED.
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL OVER 8'-0" IN CONTACT: DAVID SALEEBY
_ HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" 349 NORTH CENTER ST.
WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED STATESVILLE NC 28677
Ell
ACCORDINGLY. 704-878-3035
5' w QJB
[ 8. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
PLAN J - J M m M 9. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE
CURB AND GUTTER WITH CATCH DRAIN CONSISTING OF 1 (ONE) CUBIC FOOT OF NUMBER 78M e n e s c
-
BASIN ON STEEP GRADESFI 11 STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE
PLACED AT WEEP HOLE.
Concrete Dro Inlet Curb Inlet Detail 10. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3
COURSES.
u u 2 11. FRAME AND GRATE SHALL BE IN ACCORDANCE WITH NCDOT STD. Alfred Benesch & Company
NCDOT #840.14 (12 THRU 30 PIPE) N.T.J. N.T.6. PLAN PLAN NO. 840.03 WITH DIRECTIONAL GRATES AS APPROPRIATE. 2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
HINGED GRATE COVER 16.25"
2'-0" FOR EASY ACCESS -AV-6.25" -7K-Corp• P Project #17.00014C License: 02
CONCENTRIC I GENERAL NOTES MATERIAL: CAST IRON
U -CHANNEL ORANGE BARRIER CONE SECTION ,• •\ GRADE 2,_0„ MIN. AREA OF s QUALITY: MATERIAL SHALL CONFORM TO � � � New Facility For
D + 2 W / •\ STEEL IS 0.07 IN. 1. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH ASTM A48 - CLASS 30B
POST FENCING � RING "
1" MIN. ADDITIONAL / \, a CONCRETE. o N D D
r CLEAR #4 REBAR / �\, •^ M PAINT: CASTINGS ARE FURNISHED WITH A co
Li / ECCENTRIC CONE 2. FABRICATE, ASSEMBLE AND DESIGN PRECAST r�i BLACK PAINT O O
❑D❑ ❑❑0000°°°❑OO°°°°°°°°°°°°❑D❑ coo -= -a----< - MANHOLE COMPONENTS ACCORDANCE WITH AASHTO
❑0❑ ❑0000000000000000000000000❑ ❑0❑ !- a `a /, •\ <�• •a 6 MAX. SPACING M199.
❑°❑ ❑°°°°°°°°°°°°°°°°°°°°°°°°°❑ ❑°❑ =- --- - / °\, I OF CIRCUM. R/F
111:11:11:1 ° ° ° O O O O O O O ° ° ° ° ° ° ° 0 O O O O O O O ° ❑ ❑ 0 ❑
(z7= IREDELL
1:11:11:1 ❑ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ❑ 0 0 0 1_1 MIN. USE MIN. AREA OF STEEL IN /• •\ LOCATE WALL REINFORCEMENT /•< I 3. ASSEMBLE RISER AND GRADE RINGS WITH THE *0)
CLEAR TOP SLAB OF #4'S ©8" CTS. / •I STEPS SPACED 12" FROM THE TOP TO THE
❑°°°❑ ❑°°°°°°°°°°°°°°°°°°°°°°°°°❑ ❑°°❑ IN MIDDLE THIRD OF WALL
00000 ❑OO°°°°°°°°°°°°°°°°°°°°°°°❑ DODD EACHWAY/EACH FACE *. a/ N BOTTOM OF THE MANHOLE. STANDARD (H-20) RATED
°O°°° °O°O°O°°°°°°°°°°°°°°O°O°°°° °O°° FLAT TOP SLAB 'D' /• I� DRAIN AREA = 92.5 SQ. INCH COUNTY
0000❑ ❑0000000000000000000000000❑ 0000❑
-1 III I_I III=III=1-III ;III -1 -III iI ,� I- III -Iii ° /` I 4. WHERE THE MANHOLE IS EXPOSED TO ROAD
STEP STD. TRAFFIC, CONSTRUCT THE TOP OF MANHOLE FLUSH � � 16.25"
III III ALTERNATE CONE SECTION ^/. I NO. 840.66 WITH THE GROUND AND A MINIMUM OF 9" ABOVE
fa � � � 6.25" �
THE GROUND AT OTHER LOCATIONS. O O
/• As O O
PUBLIC
FRAME AND GRATE STD. N0. a I (CIRCUMFERENTIAL 5. LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH L 0=�
ADDITIONAL #4 EACH SIDE TRAFFIC BEARING 840.37 °i .I REINFORCEMENT) GRADE TO TOP OF BOTTOM SLAB. m o
OF OPENING (1" CLEAR 'I
OF BOTTOM FACE PLACE NONTRAFFIC BEARING 840.22 ADDITIONAL #4 EACH RISER 6. THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION 04
840.24 „ LONGITUDINAL SL THE THINNEST PORTION OF THE TOP/BOTTOM �17 CO
SAFETY
BARS DIAGONAL TO SIDE OF OPENING (1 I. REINFORCEMENT *�
840.20 CLEAR OF BOTTOM FACE) SLAB.
CORNERS (TYP.) I
840.29 I ° .14 7. * TOP MAT OF REINFORCEMENT MAY BE
NOTES \- / 840.33 - I. •I NEGLECTED IF TOP SLAB HAS A DISTINGUISHABLE CENTER
1 . CONTRACTOR TO INSTALL AND MAINTAIN ORANGE BARRIER i' j� i' 'W' I• 'D' .1 'W' TOP AND BOTTOM. 21
FENCING AROUND EXISTING TREES WHERE DELINEATED ON PLAN. / \ \ \ �I. *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0` PEDESTRIAN (H-10) RATED
2. NO PARKING OF EQUIPMENT OR MATERIALS SHALL BE PERMITTED / / \ \ FRAME & // _ \ I 41 TO 359°. TO DETERMINE MINIMUM ANGLE BETWEEN DRAIN AREA = 79.3 SQ. INCH 404 Bristol Drive
INSIDE THIS AREA. _ \ GRATE _ _ _ _ _ i BASE ADAPTORS SEE PLAN.
3. MAINTAIN BARRIER FENCING THROUGH CONSTRUCTION. REMOVE 15" CAST IRON GRATES
ALL BARRIERS UPON COMPLETION OF PROJECT. / I� _ _ �I \ / / I �! �� \\ °I• •I D W T As Statesvi I le,
4. REFER TO NCDEQ STANDARDS FOR GENERAL SPECIFICATIONS N C
_ _ 1 / �� \� \ . CAST IRON
��\ / / � _ 1[ _ �I \ \ /1 � � �/ � � l � dl �• 1 " MIN. •b REINFORCED CONICINTERNAL MIN. WALL MIN. MIN.
REGARDING TREE PROTECTION. I/ \ ]L - I / I II J I. CLEAR 4GRATE FTG. (SEE STD. DIAMETER THICKNESS TOP/BOTTOM CIRCUM- BACKFILL MATERIAL SHALL BE CRUSHED
5. 6' MINIMUM WIDTH FOR 2" CAL. TREES OR SMALLER. / \ - JL - �I / �\ 1 J lV L - - 1525.01 IF REQUIRED) (FT,) (IN.) SLAB FERENTIAL 15" M STONE OR GRAVEL MATERIAL MEETING
6. ONE FOOT OF LINEAR DISTANCE FROM THE TREE TRUNK FOR - a - - - THICKNESS AREA OF CLASS 1 OR 2 AS SPECIFIED IN ASTM
EACH INCH OF TRUNK DIAMETER, OR HEIGHT OF THE TREE \ \ 1L I / / -� - - - - -� %L (IN.) STEEL PER D2321 BACKFILL MATERIAL SHALL BE
WHICHEVER IS GREATER UNLESS OTHERWISE SHOWN ON PLAN. \ / \ - �/� VERTICAL FT. PLACED UNIFORMLY IN 12" LIFTS AND
(SQ. IN.)I- COMPACTED
SEE STD. 840.54 �/ I---- ---------------4 4 6 0.12 w NzJ
/ \ FOR MANHOLE _ _ = L� < CAST IRON GRATE
j - \ RING AND COVER fi USE MIN. AREA OF STEEL IN BASE SLAB OF 5 5 8 0.15 z � w
0.12 INZ PER LINEAR FOOT EACH WAY 6 6 8 0.18 w > o UNDISTURBED
GRATED INLET OPTION MANHOLE OPTION z UJ bi EARTH I- SITE FLAN REVIEW
^ TYPICAL MANHOLE SECTION J �, Q = CONSTRUCTION DOCUMENTS
�2"T
QTem
ora Tree Protection Barricade Precast Storm Manhole 1hru�48�"P'ie III -III -III -I lI-III-III-III_
Q `� - � -III -III -III III-III-III-�
N.T.S. NCDOT STD. 840.52 > I
II III -III -III -I 11 -III -III -III=
III -1
-III-1 I I -.III -I I I -III -III -III: SITE CONSTRUCTION
= -III-III-III III-III-III-�
GENERAL NOTES: SKIMMER CONSTRUCTION SPECIFICATIONS
III- -III- 1 I -III- -III-
INLET AND OUTLET -I-I 1-1 i 1-1 1-I DETAILS
1. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS 1. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING _1
MINIMIZED. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER. ADAPTOR FOR 8" SDR E14-.111-_111 111
REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT 35 PVC PIPE
8' PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY 2. PLACE THE BARREL (TYPICALLY 4 -INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE OR AT LEAST THE SAME DENSITY g
1' FREEBOARD (MIN.)
MIN. SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED. AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION
TOP OF DAM 'B'
WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE *(2) MAXIMUM RECOMMENDED
I-- SEED IMMEDIATELY 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROTS OR OTHER WOODY VEGETATION AS WELL AS SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY , PVC PIPE
=1 OVERALL HEIGHT 10
SPILLWAY - I= III -III =III OVERSIZED STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
- - =111=111=III-III_ COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. PLACE THE FILL IN LIFTS NOT TO EXCEED DATE 5.22.2017
ELEVATION 'D' - -
I_ = 9 INCHES, AND MACHINE COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. 3. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS, OR AS DESIGNED.
-III =1.111 _--_
SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR 15 Area Drain Detai I PROJECT NO 16029
-III 4. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.
lo--' RIPRAPPED.
ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE 5
PERM. RISER/ II' N.T.S. RISER 8 "
3" SKIMMER RISER I I I i=i I 3. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHNICAL ENGINEER. TO ATTACHA A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER
DETENTION 3 =- 3 TO THE SIDE FOR MAINTENANCE. T FITTING
CREST 'C' DIA. MIN. REVISIONS
STRUCTURE 1� -III= �1 4. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
(ADD RISER SECTION =111- 3" Faircloth Skimmer® Cut Sheet NO DATE DESCRIPTION:
� a a a WHEN SEDIMENT -III=1 5. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. AND MAY BE CONSTRUCTED IN ANY
e a -III-III=
_ BASIN IS CONVERTED SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED J. W. Faircloth &Son, Inc.
IIIIII--1 SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER
a TO A BMP. SEE III�III=III= WWW.FaIICIOthSI(IrT1f71er.COfT1
IV a a SHEET C504) =III=III=' BASIN DIMENSIONS.
I -III -III"' PERMANENT BARREL TO MH XX -
RISER FOR TEMP. III (SEE SHEET C504) 6. REQUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DISTURBED AREA. MINIMUM -
ROPE17 REQUIRED SURFACE AREA REQUIRED SHALL BE 435 ST PER CFS OF Q10 PEAK INFLOW. Aluminum straps
PROVIDE 1 SED. BASIN 2" Vent Inlets suspending inlet -
TETHER TO BANK a 4" Sch 40 with Blue tip
N a a 7. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. EARTHEN coupling MAINTENANCE
N a SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT connection 3"pvcfloat
BOTTOM OF BASIN 'A' OF PLANNED ELEVATIONS, GRADES, DESIGN, WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO c 1. INSPECT SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH -
THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR z SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND -
a 29„
a IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN
p SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED 2" Sch 40 SOLID pvc barrel -_ �� TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
4 o a WITH 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT or "arm" ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER
WIDTH OTHERWISE SUPPLIED BY USER s
'S' ANTI -SEEP COLLARS ONTO STABLE GROUND. THE OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
CONC. ANCHOR WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF %� EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,
(SEE SHEET C504) / NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE
THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS(S) 2 SURE VEGETATION GROWING IN THE BOTTOW OF THE BASIN DOES
SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE 29"
UPPER EDGES AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. - NOT HOLD DOWN THE SKIMMER.
CLEAN OUT STAKE. _ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
EXCAVATED PIT SEDIMENT CLEAN WATER IN TO SLOPE s,azuas, 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
8. INLETS -DISCHARGE INTO THE BASIN A MANNER PREVENT EROSION. USE TEMPORARY DRAINS r•.en,a:
UNDER SKIMMER OUT ELEV. 933.50 OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER IN UPPER END OF THE TRAP. BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
Skimmer shown in OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE t floatingposition 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER
I p IN USUALYY ARCHITECTS, PA.
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE THE BASIN, JERKING ON THE ROPE WILL MAKE THE
2" hose, ss clamps
EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL p 3" inlet 3" HEAD on center SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
2" threaded male nipple extension 4 of inlet and orifice RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER
SPILLWAY IMMEDIATELY AFTER CONSTRUCTION
ae®ea'• 3a°aeyeeryv
,� ®n9p,9
_,
�' r�4 C'D6
``•�8; A
"•, ,
e �°
a �" '
o 154 1
,A
DATA BLOCK
on outlet end OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IT IF IS
BASIN
SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN, BASED ON SECTION 6.65. CLOGGED; IF SO REMOVE THE DEBRIS.
BASIN VOLUME
SURFACE AREA
1. Coupling can be removed and hose attached to outlet using the threaded 2" nipple. Typical
g
DRAINAGE
DENUDED
CLEANOUT
SPILLWAY SKIMMER
1 1. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES methods used: on a metal structure a steel stubout welded on the side at the bottom with a 2" 4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE
B
BASIN AREA
AREA Q10
RISER BARREL BARREL
DEPTH D S Y H Z LENGTH ELEV. ELEV. ELEV. ELEV. SKIMMER ORIFICE
SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
threaded coupling or reducers; on a concrete structure with a hole or orifice at the bottom, use a
N0. (AC.)
(CFS)
(AC.)
STRUCTURE SIZE SLOPE
(FT.) (IN. FEET FEET A B C D 2 IN.
(FEET) ( ) (FEET) ( ) ( )
(FEET) DIA. (IN.)
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
hole in it to it that fit the hole in the
REQUIRED PROVIDED
REQUIRED PROVIDED
H/2
steel plate with a cut and coupling welded will over concrete REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT TRAPS THAT ARE IN VICINITY TO
(CU. FT.) (CU. FT.)
(SQ. FT.) (SQ. FT.)
and bolted to the structure with sealant; grout a 4" pvc pipe in a hole in the concrete to connect
NON -CONSTRUCTION PEDESTRIAN TRAFFIC AND NOT ALREADY PROTECTED BY FENCING.
the skimmer. It can be attached to a straight 4" Sch 40 pipe through the dam but the pipe needs 5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY%.
to be anchored to the bott
GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED. 4. Inlet tapers down from a 3" maximum inlet to a 2" barrel and hose. Barrel is smaller to reduce
om at the connection so it is secure. REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF � :^�� ��°•,., ,.. °i�,-' `, �'
13. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE
A 9.11 7.62 32.08 '-3"X6'-3" 30" 0.25 13,716 36,463 10,426 16,760 1.5 14 7.0 5.0 N/A 3.0' N/A 932.00 937.00 935.00 N/A 3" 2.5" TERRACING WILL BE REQUIRED. 2. Dimensions are approximate, not intended as plans for construction. THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET ��r t
3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR
14. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE AND length of 8' so the inlet can be pulled to the side for maintenance. If more than 10' long weight PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS SEAL
BASIN MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY NCDEQ LAND DEVELOPMENT INSPECTOR AFTER THE may have to be added to inlet to counter the increased buoyancy. IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE '
SKIMMER AND POOL AREAS.
buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The 6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.
15. ALL EROSION CONTROL MEASURES ARE TO BE DESIGNED TO THE STANDARDS DOCUMENTED IN THE NORTH CAROLINA inlet orifice can be reduced using the plug and cutter provided to control the outflow rate. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
DEPARTMENT OF ENVIRONMENTAL QUALITY, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 5. Inlet is 6" pipe between the straps with aluminum screen door for access to the 3" inlet and TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
orifice inside.
6. Capacity 9,774 cubic feet per day maximum with 3" inlet and 3" head. Inlet can be reduced
by installing a smaller orifice using the plug and cutter provided to adjust flow rate for the
6 Tem ora Sediment Basin particular basin volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug
NCDEQ STD. 6.61 and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc. SHEET NUMBER
3" SKIMMER FIXTURE
Y:\charlotte\17000100S\17000142.00-Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C501 DETAILS, 5/16/2017 11:25:22 AM

HAND TROWEL SCORE JOINT-
1/4"X3/4" DEEP SEE SITE PLAN FOR
SCORE JOINT SPACING
MEDIUM BROOM FINISH
PERPENDICULAR TO TRAFFIC FLOW
z
w g
d
w
C/'
o Ld
3:1.1
PLAN
PROVIDE" BIT. EXPANSION JOINT © 30' O.C.
WITH JOINT SEALER AS SPECIFIED -1/2" THICK,
" BELOW FLUSH ON J" THICK EXPANSION
JOINT. PLACE EXP. JOINT WHERE SHOWN ON
PLAN, WHERE NEW POUR IS CONTIGUOUS TO
ANY STRUCTURE, AND AT 30' O.C. MAX.
MEDIUM BROOM FINISH
/ / » PERPENDICULAR TO
1 4' X 3 4 TOOLED JOINT TRAFFIC FLOW
WITH RADIUS EDGES.
,.....,»,..». ....�,.�..�..�..�....�.. �..�..�...».. � ........�.......�.�..�..�_.�.....»._..._
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° ° ° ° ° °
°° _ a ° ° ° °
Ill LIL_
II_=III -III I=111-III=1 I,IIIIIII III III-111-111=111=111=III =111=III-III-III
I -III
SECTION
3000 PSI FIBER-
REINFORCED CONCRETE COMPACTED SUBGRADE
95% STD. PROCTOR
SIDEWALK CONTRACTOR TO
BACKFILL ALL SIDEWALKS ASTM D 698
WITH SUITABLE SOIL
Concrete Sidewalk Detail
N.T.S.
PROVIDE COMPACTED
BEVELED EDGE SF9.5A SUPERPAVE ASPHALT
SURFACE COURSE
FINISH GRADE
= I1=i. 2
'1=Ti=1Tl=i =
2 � IITI-� 6„
i1--_-
_1II-11=_ I1 11! 1 -!
- _ _-_ _ -
CARRY BASE COURSE 12" -1111u II-IIIIII=III -!11-ITI-III-!I!-1I-III-111-Iii-III-III-III-"
BEYOND SURFACE COURSE 12°" COMPACTED ABC
AT LOCATIONS WITHOUT (TYPE A)
CURB AND GUTTER COMPACTED SUBGRADE
95% STD. PROCTOR
STANDARD DUTY PVMT SECTION
PROVIDE COMPACTED
BEVELED EDGE SF9.5A SUPERPAVE ASPHALT
SURFACE COURSE
FINISH GRADE
I -19.0B SUPERPAVE ASPHALT
INTERMEDIATE COURSE
- -1
il=T!-111=TIITI1I 1
--I :
1 �I 1-ITI-
F2
A- I - i -I - - .I - I- -I I - - I-
_ - 111-111-i i!; 111-111- _„ ! -III
-III-111-1111 I-111- _111-111, �,-,, _ -111-
CARRY BASE COURSE 12
BEYOND SURFACE COURSE COMPACTED ABC
AT LOCATIONS WITHOUT 12 (TYPE A)
C COMPACTED
URB AND GUTTER
PROCTOR DE
HEAVY DUTY PVMT SECTION
As halt Pavement Detail
2 N.T.S.
SIGNAGE O
FLUSH CURB
WIDTH VARIES,
6' SEE SITE PLAN 6' ACCESSIBLE PARKING �� ACCESSIBLE VAN R7 -8e PARKING RESERVED
PARKING
SIGN CENTERED IN ROUTE (SEE ACCESSIBLE 12"x6"
Q L SPACE, (TYP.) NOTE #3) DISABLED MUTCD MUTCD
RESERVED
O I PARKING PASSENGER R7-1 R7 -8a
1:12 _J 1:12 SIDEWALK LOADING 12"x18" 12"x18"
SLOPE SLOPE
N R�T$a ONLY
12"x18"
CURB AND GUTTER 8' 8' 8' 8' 5' 8' MAXIMUM R7 -8D
[71 L L L L L L PENALTY
250 12"x9"
Q TAPER CURB AND WALK VAN
DOWN TO GUTTER GRADE ACCESSIBLE MAXIMUM R7 -8D
SPACE PENALTY 12"x9„
$ 250 ACCESSIBLE SIGNAGE
4" WIDE WHITE PAINTED ONE OUT OF EVERY SIX (6) ACCESSIBLE
STRIPES @45" ANGLE SPACE, BUT NOT LESS THAN ONE, IS
EQUAL SPACES, 5' O.C. REQUIRED TO BE VAN ACCESSIBLE
4" WIDE WHITE PARKING SPACE PAVEMENT MARKINGS
PAINTED LINE
8 8 PLAN
GREEN
5', (8' WIDE FOR
VAN ACCESSIBLE R7 -8e 6"x12" SIGN AT VAN �� VAN WHITE R7 -8e 6"x12"
) FINISH GRADE ACCESSIBLE SPACES ONLY ACCESSIBLE BACKGROUND SIGN AT VAN GREEN
1 " 6" WIDTH VARIES, SEE PLAN RESERVED ACCESSIBLE
PARKING
R7-8 OR BLUE SPACES ONLY VAN WHITE
ASPHALT _ A`'ESSIB`E BACKGROUN
- - R7-8aB
PAVEMENT -K`4 RESERVED
^ ° 2% SLOPE 12"x18" SIGN WHITE R7-8 OR PARKING
--IN � BLUE
° d°° =- SYMBOL R7 -8a
° A MAXIMUM
° _ _ R7 -8D RBNALI
° = $ S50 12"x18' SIGN
° d° -IIII-111_111-GS 20-37.6 STEE TROWEL
4 THICK9x12' SIGNFINISHI IMAXIMUM
SYMBOL
II IIIICONCRETE WALKCROWN ONIIII-I
I PENALTY
1 O.D. STEEL � 1 L50
� POST R7-8D
TAPERED CURB PIPE PAINTED P-8 GS 20-37.6 to
SEALED EXPANSION ( )
Ld
JOINT ACCESSIBLE RAMP SECTION A -A 8" DIA. STEEL PIPE 9"x12" SIGN
FILLED WITH CONC. 1 t,>
0. D. STEEL PIPE o
NOTES PAINT WITH RUST Iw FINISH PAINTED (P-8) DRIVEN z
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12. INHIBITING PAINT,
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA. COLOR (P-8) N GRADE 2'-6" MIN. INTON FINISH
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING COMPACTED EARTH GRADE II--
ZONE AREA. _ ° '
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS. II III la' III __
1 I I- III - I � I
5. ALL 12"x18" ACCESSIBLE SIGNS (R7 -8a AND R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE a II-� - -III III III--
TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED 3000 PSI _I -III III C° z
IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO CONC. FOOTING I. N I I N
USE. U
6. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT OF III °. -- ,
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. "'-"'-
7. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND GUTTER. ACCESSIBLE SIGNAGE ELEVATION IN ACCESSIBLE SIGNAGE ELEVATION
Accessible Parkin Si na a/Stri in Detail FRONT STAFF/VISITOR PARKING LOT IN STAFF PARKING LOT
3 N.T.S.
4" RADIUS" RADIUS
6" 1'-0" 6" 1'-0"
a RADIUS RADIUS a RADIUS" RADIUS
N N
^ ° ° ° -� "- rKy ° ° ^
^ ^
n _ G C
NOMINAL GATE HEIGHT UP TO 8' " -
° °
d ° (o d ° d °(iD
OFFENCE......................................................................
GATE FRAME WIDTH (A/2) - 4"
1'-6" 1'-6"
CONSTRUCTION JOINT (IF USED)
C4 14" HINGE POST (SIZE ACCORDING TO GATE LENGTH) GATE FRAME TYP.
PLAN VIEW ( )
STANDARD CURB AND GUTTER "SPILL" CURB AND GUTTER
INSTALL 4"X41"X41" DIAMOND
SHAPED PLATES 18" O.C.
ASSEMBLY Scale: None 1" x 1" TUBE PICKET O 5" D.C.
TO BE USED WHEN ASPHALT
[HINGE
C TOP PRIMARY MEMBER 1" x 2" ALUM. TUBE (TYP.) 3/18" SS CABLE (TYP.)
SLOPES AWAY FROM GUTTER
3 1/2" DIA. GALVANIZED
OST (2)
" RADIUSe.IlCONTRACTION
6" 2'-0'> 1/$» JOINT SEALER-
RADIUS, RECESSED A" TYP.
3» g" RADIUS (TYP.)
° RADIUS SURFACE
JOINT CUT WITH
EARLY ENTRY DRY CUT SAW
15' O.C. MAX MEDIUM BROOM FINISH
-1'-8"
^
o
a
m
SIDE PLATE (TYP.)
U -BOLT (TYP.)
OF GUTTER
PERPENDICULAR TO
ap
I 2" x 2" ENDS 5' 2" 2" x 5"
tv -
° ° N JOINT FILLER
CO d ° ° ° r
° �-
TRAFFIC FLOW
I
N
AME
� 3" D =GATE FRAME WIDTH D =GATE FRAME WIDTH 3"
NOTES: a
1. FOR COMPLETE INFORMATION
ELEVATION
ELEVATION
Scale: None CONCRETE FOOTING (SIZE AND DEPTH
d ° °
d "
» � �
2'- 6
STANDARD 2'-6" CURB AND GUTTER TRANSVERSE EXPANSIONDINT
J
.....». .... .....».».a..........".... _.._........."...... »»Q...»"».."»....... .................�........�...�
u ... �."..».......... . yr ° a . ..«.. d
u ^
° ° °
C - °
-X-�X-XIX a X-X-X-X-Xa-�C-X-X a X X -X -X
-
^ 00
I
I 04
I
ON THE TYM-200-SW OPERATOR a
VISIT THE "GATE OPERATORS" z
� Scale: None
OF THE WEB SITE.
SECTION o
PROVIDED FOR 45 O.D. POSTS. 11
OTHER SIZES AVAILABLE UPON c�
REQUEST.
3. GATE ELEVATION IS VIEWED
TO BE DETERMINED BY OTHERS)
3/8" x 1 1/2" HHCS (TYP.)
HINGE MOUNTING STRAP
�p
- -
^
FROM THE OUTSIDE OF THE
SECURE AREA LOOKING IN.
3/8" LOCK
/
NUT (TYP.) /
18" RADIUS 25" RADIUS
r 6
O ° °° °
- - -
=1 111 -III-i-1 ;III -I--1 III -III, -1-i II ! 11 -1 -1 -1 -1 -III-
„
COMPACTED ABC (TYPE A)
WWM 95% STD. PROCTOR
SECTION
^
N
1-4.,
5 R\
GATE OPENED 100' MAX.
Q
�� N SIDE PLATE (4)
/
HINGE POST
MBLY
(2000 LB. CAPACITY
NATHESEALED BEARINGS)
COMPACTED SUBGRADE'
W V
3/B• x 2 3/4• HHCS (TYP.)
d ° °
95% STD. PROCTOR
<' 3 N M N
N
2'-0"
ASTM D 698
8" -
9" 8" 4
w OL a N o
m
GATE FRAME
HINGE ASSEMBLY
T-0" VALLEY GUTTER
2'-0"
3'-8"
,a" -I M Q
Scale: None
NOTES
NOTES
N
�1
`_
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER, A
15 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE
1. CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330.
NOTE:
PLAN
_
GATE HINGE GATE HANGER POST
TYMETAL 2549 STATE ROUTE 40
CORP GREENWICH, N.Y. 12834
E'-3"
PH:[phone]- FX(518) 692-9404
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTOR TO SUBMIT JOINTING PLAN TO
1 . ALL
ARROWS TO BE
33
ARM EXTENSION NOTES:
www.tymetal.com
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION
PAINTED WHITE.
GATE FRAME VIEW A -A 1. CONCRETE FOOTING SIZE AND
DEPTH TO BE DETERMINED BY
OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
OF PAVEMENT.
PLAN VIEW Scale: None OTHERS.
2. SEE OPERATOR INSTALLATION
TYM-200-SW SECURITY GATE SYSTEM
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
Scale: None GUIDE FOR COMPLETE
(WITH ORNAMENTAL SWING GATE)
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO
INSTALLATION INSTRUCTIONS.
ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING
SIDEWALK.
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO
100% STANDARD PROCTOR DENSITY.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE
RAMPS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
4 Concrete Curb and Gutter Detail
5 Concrete Pavement - Vehicular
6 Painted
Directional Arrows
Decorative Fence/Gate
N.T.S.
N.T.S.
N.T.S.
CONCRETE
SIDEWALK
V-6" CURB &
RAMP
GUTTER BEYOND
CONSTRUCT CONC. "WINGS"
RAMP © 1:12
SLOPE MAX. (TYP.)
EDGE OF
WHERE SHOWN ON SITE PLAN
6
PARKING SPACE
CONCRETE
SIDEWALK 2' CURB TAPER EACH
GRASS Q SIDE (TYPICAL)
�
TAPER CURB
TO EDGE
OF 'PARK NG SPACE
RECESS. GROUT RECESS
FLUSH WITH TOP OF WHEELSTOP
A A
MONOLITHIC
CURB
1 4» 4"
CONCRETE I I I
45° CHAMFER
WHEELSTOP �
3" #57 STONE
FLUSH CURB
II
�
Q
TAPER CURB
FINISH GRADE 8" COMPACTED ABC (TYPE A). SLOPE
FLUSH 5
PLAN
7"
TO DRAIN (SEE GRADING PLAN)
SECTION, SEE RAMP PLAN
PLAN FOR WIDTH
-11111
FULL HEIGHT
CURB BEYOND
1 -177177717-1711--
-III-III-11 I-111- -�- I
ci
_111 -III_
I -III -III -III -1 I- -H
11-
=I
�� III-
it
-III-III_ I i i -III=111 =1 I IIII=1 I I �=111 =! -III-III--III_ 111--111-111! 1-I I-
=1=
COMPACTED SUBGRADE
FULL HEIGHT CURB BEYOND
SEALED EXPANSION JOINTS
6„ BROOM FINISHED RAMP,
MAX. SLOPE 1:12
SEALED EXPANSION JOINT
BROOM FINISHED RAMP 6»
MAX. SLOPE 1:12
- - - -°- - - - - - - - - - - - - � 1/2"
° -
(D
COMPACTED SUBGRADE II r
U
#5 REBAR @ 1'-6"
DEPTH IN UNDISTURBED
_I
SEE PLAN FOR
PAVEMENT TYPE
SECTION
95% STD. PROCTOR
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - -
1
° a ° ' 1/2"'-
SOIL. HAMMER SHARP
,n 1 ° " ° °
° a ° ° °
END AND RECE55 FROM
SECTION
°
° °=_I
-' "'IT
III -III III= - Q
I a
TOP OF WHEELSTOP
NOTES
°• ° ^ ^ ° ° -111
°^
- -I °
-III -III _ ° a d °MUM
1 /2". (2) REBAfZ TOTAL
6' EDGE OF
1. AGGREGATE BASE COURSE MATERIALS
N N° - - 1_111-
!-ITI-!I!--Ii1-"'-
�i� iii-111!11-1�
-III_ _III _
5" THICK, 3000 ' ! _
III �_ III III-�
��
AT 1'-0" FROM EACH
<v PARKING LOT
AND PLACEMENT SHALL BE IN
5" THICK, 3600 PSI
TRUNCATED DOMES FIBER- REINFORCED
PSI CONC. RAMP =III -III -
END OF WHEELSTOP
ACCORDANCE WITH NCDOT SPECIFICATIONS
SECTION 5.20 AND 1010.
CONCRETE RAMP
BOTTOM OF RAMP DROPPED CURB
FLUSH CURB
SECTION ACCESSIBLE RAMP SECTION A -A
SECTION ACCESSIBLE RAMP SECTION A -A
NOTES
WHEELSTOP CENTERED IN
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
NOTES
PARKING SPACE (TYP.)
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 1:12.
THROUGH THE RAMP AREA.
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
PLAN
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT
FLOWLINE OF THE CURB AND GUTTER.
LOADING ZONE AREA.
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND
4. COORDINATE CONSTRUCTION TO COMPLY WITH LOCAL AND FEDERAL ADA STANDARDS.
FEDERAL ADA STANDARDS.
5. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENT
OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
6. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWLINE OF THE CURB AND
GUTTER.
GravelPavementDetail9
Accessible �Ram "A" Detail
Accessible Ram "B"
Concrete Wheelsto Detail
8 N.T.S.
N.T.S.
I 0
N.T.S.
I I
N.T.S.
Y:\charlotte\17000100S\17000142.00-Iredell_Safety-Compl\Eng_Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C502 DETAILS, 5/22/2017 11:44:06 AM
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
MB 83HAL
15471 ;
SEAL
q a
L
SHEET NUMBER

CAST IRON BODY WITH FRAME & COVER (SEE
BRONZE PLUG NOTE 14)
CLEANOUT TO BE FLUSH
WITH GRADE USE UP TO THREE
COURSES OF BRICK
2, FOR ADJUSTMENT
7" MIN.
a
x NOTES:
STEPS 1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS
MODIFIED BELOW.
(TYP.) CONE 2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED
4" PVC RISER - TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN
12 X12 X8 CONCRETE5„ CURVED MANHOLES THE TROUGH MUST BE A SMOOTH
PAD FLUSH TO GRADE CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE
ALL PIPE BENDS AND (3000 PSI MIN.) RISER 4'-0 PIPES AT THEIR ENDS.
(MIN.) 3. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT
CONNECTIONS SHALL BE AN H-20 WHEEL LOAD.
45° MAX. SEE DRAINAGE OR UTILITY BASE 4. ALL JOINTS SHALL CONFORM TO ASTM C443.
PLAN FOR PIPE SIZE AND SECTION 5. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE
MATERIAL PROVIDED WITH STEPS V-4" ON CENTERS. STEPS
A N A SHALL BE IN ACCORDANCE WITH THE PROJECT
CLEANOUT IN PAVED AREAS SPECIFICATIONS.
a° 6. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF
PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM
OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
WHEN CLEANOUT OCCURS IN o0 ° BE CENTERED IN OPENINGS. ADDITIONAL REINFORCING
LANDSCAPE BEDS, CONC. PVC BODY WITH BRONZE NOT REQUIRED FOR CORED OPENINGS.
RING IS TO BE OMITTED AND PLUG 7. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH
TOP OF CLEANOUT SET 1 III III III III III III - A MINIMUM OF HONEYCOMB, FINS AND OTHER
FLUSH TO FINISH GRADE PRE -CAST CONC. IMPERFECTIONS.
CLEANOUT RING AGGREGATE BED 8. RAMSET MASONARY TIES EVERY 12 INCHES.
CLEANOUT TO BE NO. 57 STONE 9. ALL CONCRETE TO BE 3600 P.S.I.
RECESSED 1" BELOW10. INVERTS IN 5' DIAMETER MANHOLES TO BE OVER
TOP OF CONC. RING SET FINISH GRADE 1 ABOVE WIDEST SHELF.
LIP OF RING AS SHOWN ELEVATION 11. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
12. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM
2% OUTSIDE PRIOR TO BACKFILLING.
MIN. 13. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER
TYP. INFLUENT PIPEPIPE OR OVER WIDEST SHELF.
j a 14. THE FRAME AND COVER SHALL BE SUPER CAST INC.
Q° MODEL #MH-RCR-2010, EAST JORDAN IRON WORKS
- ° MODEL: 00100054 (SOLID) OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED Q
4" PVC RISER III a EQUAL. COVER
1�
SHALL BE LABELED "SANITARY SEWER".
SEE DRAINAGE OR UTILITY ° 15. THE TEXT "WARNING - DO NOT ENTER" SHALL BE
ALL PIPE BENDS AND PLAN FOR PIPE SIZE AND EMBOSSED IN THE MANHOLE COVER.
CONNECTIONS SHALL BE
45° MAX. MATERIAL
� Cleanout
N.T.S.
�5
r
M °
m as PLAN -BENDS
a
24" MIN. - 12" & LARGER PIPE
18" MIN. - 10" & SMALLER
' CLEANOUT IN GRASSED AREAS
NOTE: ENGRAVE "SS" IN SANITARY SEWER PLUG AND
ENGRAVE "SD" IN STORM DRAIN PLUG.
PLAN -TEES
18" MIN.
a CY
r)
U0
PLAN & ELEV. - PLUGS
NOTE:
BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
oncrete Thrust�Blo�ck_
� N.T.9.
UNDISTURB
BEHIND BLC
A
z
L
L
C
CONCRETE Bl.
UNDISTURBED EARTH
EXISTING LINE
I ��
� X J
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
`-VALVE BOX
(SEE DETAIL)
TAPPING SLEEVEIII CONCRETE BRICKS
I UNDER VALVE BOX
I
a M.J. GATE VALVE
. MEGALUG JOINT RESTRAINT
-I I OR EQUIVALENT
"C" SEE CHART °� o
SII a
=I I
UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2, USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET,
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH,
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3,000 PSI. @ 28 DAYS.
DETAIL # REVISED
�� CITY OF STATESVILLE WATERLINE W17
A RF
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
LOQ' N.T.S. 1 OF 1
Tapping Sleeve &Valve
� NT5
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SECTION A -A
Precast Sanitary Sewer Manhole
N.T.S.
N.T.5.
FRAME & COVER
(SEE NOTE 18)
USE UP TO THREE
COURSES OF BRICK
2' FOR ADJUSTMENT
7" MIN. 9' JOINT D.I.P. (MIN.)
Q OR D.I.P. TO
-:2 UNDISTURBED GROUND
STEPS
(TYP.) CONE )
5°D.I.P.
RISER
4'-0"
BASE (MIN.)
SECTION
A N
°
ao ° a °
III III III II
3-#6 REBARS
POUR 3'X3' (3000 PSI)
CONC. FOOTING 6"
THICK TO SUPPORT
DROP STRUCTURE
2%
MIN.
TYP.
VOID TO BE
MASONRY FILLED
111
DROP PIPE TO BE
SAME SIZE AS
INFLUENT PIPE
A
UNDISTURBED
MATERIAL
SECTION A -A
G
t
0
i
AGGREGATE BED
NO. 57 STONE
GRAVEL OR
WASHED STONE
CONC. SUPPORT PAD
AND THRUST BLOCK
UNDISTURBED EARTH '
2 J" GALVANIZED RODS WITH GALVANIZED
NUTS OR TYLER LONG SWIVEL ADAPTER
OR EQUAL
2'-6"
(MIN.)
TEE CONNECTION
TO WATER MAIN
CONC. THRUST
BLOCK
UNDISTURBED
EARTH
FINISHED GRADE
COMPACTED EARTH
BACKFILL
ADJUSTABLE CAST
IRON VALVE BOX
6" GATE
VALVE
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT
2' FROM BACK OF CURB; ON ROADS WITHOUT CURB
AND GUTTER, INSTALL HYDRANT 6' FROM EDGE OF
PAVEMENT.
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
4. FIRE HYDRANT TO BE MUELLER CENTURIN II OR
APPROVED EQUAL.
5. FIRE HYDRANT SHALL HAVE 4" STORZ CONNECTION.
ireHydrant Assembly
� N.T.S.
NOTES:
1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS MODIFIED BELOW.
2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM
ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH
MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF
THE PIPES AT THEIR ENDS.
3. PROTECTIVE WALL FOR OUTSIDE DROP SHALL BE A MINIMUM OF 4"
MASONARY. AN 8" WALL MAY BE REQUIRED UNDER SOME CONDITIONS.
4. THE SLOPE OF THE OUTSIDE DROP SHALL BE PER FOOT.
5. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL
LOAD.
6. ALL JOINTS SHALL CONFORM TO ASTM C443.
7. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-4" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS.
9. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF
HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
10. RAMSET MASONARY TIES EVERY 12 INCHES.
11. ALL CONCRETE TO BE 3600 P.S.I.
12. FOOTING FOR DROP MAY BE POURED AS PART OF THE MANHOLE BASE
SLAB OR FIELD POURED AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO MANHOLE BASE 2" FROM
TOP OF SLAB. GROUT INTO 8" DEEP HOLES WITH EXPANSION GROUT.
13. OUTSIDE DROP INVERTS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
14. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
15. OUSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
16. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM OUTSIDE PRIOR
TO BACKFILLING.
17. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER INFLUENT PIPEPIPE
OR OVER WIDEST SHELF.
18. THE FRAME AND COVER SHALL BE SUPER CAST INC. MODEL
#MH-RCR-2010, EAST JORDAN IRON WORKS MODEL: 00100054 (SOLID)
OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED EQUAL.
COVER SHALL BE LABELED "SANITARY SEWER".
19. THE TEXT "WARNING - DO NOT ENTER" SHALL BE EMBOSSED IN THE
MANHOLE COVER.
20. PAY ITEM FOR DROP MANHOLE INCLUDES THE M.J. TEE AND DROP PIPE.
21. HORIZONTAL D.I.P. TO BE INCLUDED WITH PAY ITEM FOR DUCTILE IRON
PIPE.
zX
_Q
:2:2
00
UNDISTRUBED
EARTH
CONC. SUPPORT
PAD AND THRUST III-
BLOCK III III III
2- 4" GALVANIZED RODS W/
GALVANIZED NUTS OR TYLER LONG
SWIVEL ADAPTER OR EQUAL (TYP.)
6" THICK LAYER OF
#57 WASHED STONE
4" STORZ CONNECTION (TYP.)
FINISHED GRADE
1/4 BENDS 1/8 BENDS 1/16 BENDS
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
C D
2 1/2"-4"
16"
10"
9"
10"
6"
8"
10"
12"
10" 21"
8"
1 22"
13"
12"
13"
8"
10"
13"
16" 1
12" 29"
10"
26"
17"
14"
17"
10"
13"
16"
20" 1
14" 36"
12"
29"
21"
16"
21"
11"
16"
18" 24"
16" 41"
14"
35"
24"
19"
24"
12"
20"
22"
27"
18" 48"
16"
38"
27"
21"
27"
12"
24"
24"
30"
20" 54"
PLAN -TEES
18" MIN.
a CY
r)
U0
PLAN & ELEV. - PLUGS
NOTE:
BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
oncrete Thrust�Blo�ck_
� N.T.9.
UNDISTURB
BEHIND BLC
A
z
L
L
C
CONCRETE Bl.
UNDISTURBED EARTH
EXISTING LINE
I ��
� X J
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
`-VALVE BOX
(SEE DETAIL)
TAPPING SLEEVEIII CONCRETE BRICKS
I UNDER VALVE BOX
I
a M.J. GATE VALVE
. MEGALUG JOINT RESTRAINT
-I I OR EQUIVALENT
"C" SEE CHART °� o
SII a
=I I
UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2, USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET,
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH,
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3,000 PSI. @ 28 DAYS.
DETAIL # REVISED
�� CITY OF STATESVILLE WATERLINE W17
A RF
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
LOQ' N.T.S. 1 OF 1
Tapping Sleeve &Valve
� NT5
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SECTION A -A
Precast Sanitary Sewer Manhole
N.T.S.
N.T.5.
FRAME & COVER
(SEE NOTE 18)
USE UP TO THREE
COURSES OF BRICK
2' FOR ADJUSTMENT
7" MIN. 9' JOINT D.I.P. (MIN.)
Q OR D.I.P. TO
-:2 UNDISTURBED GROUND
STEPS
(TYP.) CONE )
5°D.I.P.
RISER
4'-0"
BASE (MIN.)
SECTION
A N
°
ao ° a °
III III III II
3-#6 REBARS
POUR 3'X3' (3000 PSI)
CONC. FOOTING 6"
THICK TO SUPPORT
DROP STRUCTURE
2%
MIN.
TYP.
VOID TO BE
MASONRY FILLED
111
DROP PIPE TO BE
SAME SIZE AS
INFLUENT PIPE
A
UNDISTURBED
MATERIAL
SECTION A -A
G
t
0
i
AGGREGATE BED
NO. 57 STONE
GRAVEL OR
WASHED STONE
CONC. SUPPORT PAD
AND THRUST BLOCK
UNDISTURBED EARTH '
2 J" GALVANIZED RODS WITH GALVANIZED
NUTS OR TYLER LONG SWIVEL ADAPTER
OR EQUAL
2'-6"
(MIN.)
TEE CONNECTION
TO WATER MAIN
CONC. THRUST
BLOCK
UNDISTURBED
EARTH
FINISHED GRADE
COMPACTED EARTH
BACKFILL
ADJUSTABLE CAST
IRON VALVE BOX
6" GATE
VALVE
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT
2' FROM BACK OF CURB; ON ROADS WITHOUT CURB
AND GUTTER, INSTALL HYDRANT 6' FROM EDGE OF
PAVEMENT.
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
4. FIRE HYDRANT TO BE MUELLER CENTURIN II OR
APPROVED EQUAL.
5. FIRE HYDRANT SHALL HAVE 4" STORZ CONNECTION.
ireHydrant Assembly
� N.T.S.
NOTES:
1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS MODIFIED BELOW.
2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM
ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH
MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF
THE PIPES AT THEIR ENDS.
3. PROTECTIVE WALL FOR OUTSIDE DROP SHALL BE A MINIMUM OF 4"
MASONARY. AN 8" WALL MAY BE REQUIRED UNDER SOME CONDITIONS.
4. THE SLOPE OF THE OUTSIDE DROP SHALL BE PER FOOT.
5. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL
LOAD.
6. ALL JOINTS SHALL CONFORM TO ASTM C443.
7. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-4" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS.
9. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF
HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
10. RAMSET MASONARY TIES EVERY 12 INCHES.
11. ALL CONCRETE TO BE 3600 P.S.I.
12. FOOTING FOR DROP MAY BE POURED AS PART OF THE MANHOLE BASE
SLAB OR FIELD POURED AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO MANHOLE BASE 2" FROM
TOP OF SLAB. GROUT INTO 8" DEEP HOLES WITH EXPANSION GROUT.
13. OUTSIDE DROP INVERTS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
14. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
15. OUSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
16. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM OUTSIDE PRIOR
TO BACKFILLING.
17. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER INFLUENT PIPEPIPE
OR OVER WIDEST SHELF.
18. THE FRAME AND COVER SHALL BE SUPER CAST INC. MODEL
#MH-RCR-2010, EAST JORDAN IRON WORKS MODEL: 00100054 (SOLID)
OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED EQUAL.
COVER SHALL BE LABELED "SANITARY SEWER".
19. THE TEXT "WARNING - DO NOT ENTER" SHALL BE EMBOSSED IN THE
MANHOLE COVER.
20. PAY ITEM FOR DROP MANHOLE INCLUDES THE M.J. TEE AND DROP PIPE.
21. HORIZONTAL D.I.P. TO BE INCLUDED WITH PAY ITEM FOR DUCTILE IRON
PIPE.
zX
_Q
:2:2
00
UNDISTRUBED
EARTH
CONC. SUPPORT
PAD AND THRUST III-
BLOCK III III III
2- 4" GALVANIZED RODS W/
GALVANIZED NUTS OR TYLER LONG
SWIVEL ADAPTER OR EQUAL (TYP.)
6" THICK LAYER OF
#57 WASHED STONE
4" STORZ CONNECTION (TYP.)
FINISHED GRADE
90`
BEND
6"0
GALVANIZED PIPE
6"b
CHECK VALVE
W/
BALL DRIP
6"0
DIP OR GAL. PIPE
RECEPTACLE WITH GFCI
JE TEE CONNECTION
TO WATER MAIN
FOR HEATER CONNECTION
CONC. THRUST
SECOND
BLOCK
TO ENSURE ASSEMBLY DOES
UNDISTURBED
SHUTOFF
EARTH
Fire Department Connection
N.T.S.
3" Red
LOCKABLE FLIP
TOP FIBERGLAS
ENCLOSURE
J
PLAN
VIEW
INSTALL120V
LOCKABLE FLIP
RECEPTACLE WITH GFCI
TOP FIBERGLASS
FOR HEATER CONNECTION
ENCLOSURE INLET
SECOND
TO ENSURE ASSEMBLY DOES
SHUTOFF
SHUTOFF
NOT FREEZE
VALVEVALVE
FIRST
SECOND
"
CHECK
CHECK
DRAIN PORT
TYPICAL EACH SIDE
a4.
USE D.I.P. FROM
METER CONNECTION
TO BACK SIDE OF RPZ,
COPPER TYPE L MAY
BE SUBSTITUTED FOR b b
LINES 2" OR SMALLER
SECTION X -X
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER,
2. ENSURE ASSEMBLY WILL FIT WITHIN FIBERGLASS ENCLOSURE
DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIED ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE.
7. METER SHALL READ IN CUBIC FEET. ISOMETRIC VIEW OF
8. AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND TYPICAL ENCLOSURE
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER.
g9TATESp WATER LINE DETAIL # REVISED
�_ CITY OF STATESVILLE Reduced Pressure Detector W'° JAN 2011
INDUSTRYAGMULTURE
PUBLIC WORKS DEPARTMENT Assembly For High Hazard SCALE: SHEET#
cAi�°v~ Applications (Above Ground) N.T.S. 1 OF
ed Pressure Assembl
LOCKABLE FLIP
TOP FIBERGLAS
ENCLOSURE
L4
LOC
TOP
ENC
USE D.
STREET COP
TO BACK SIC
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER.
2. ENSURE ASSEMBLY WILL FIT WITHIN THE FIBERGLASS ENCLOSURE.
CHECK DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIED ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE.
7. METER SHALL READ IN CUBIC FEET.
8 AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND
PLAN VIEW
'"'STALL 120V
WITH GFCI
)NNECTION
AIN PORT
ACH SIDE
ISOMETRIC VIEW OF
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE
o4gTATEs` DETAIL # REVISED
- r CITY OF STATESVILLE WATERLINE
,�, __ � t��, W-11 DEC 2010
V INDUSTRY AGRICULTURE 3" - 10" DCV Assembly
PUBLIC WORKS DEPARTMENT SCALE: SHEET #
(Above Ground) N.T.S. 1 OF 1
8" Double Check Valve Assembly
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
Qo6®eg��.�ae� � rsv®ns®,s
o ,
° 5471 '
®a
,
4°`ttyv'4SS.6' j^�,,,�'S 3 i�%?J� l •'� �a''e ,0
SEAL
?
SHEET NUMBER

SODDED FINISH GRADE,
SEE GRADING PLAN
290
—
�� SODDED
—i
3" LAYER OF RIVER JACKS.
INDIVIDUAL STONES SHALL BE (1-2"
DIA. IN LARGEST DIMENSION.)
PROVIDE GRADATION OF STONES
SUCH THAT FILTER FABRIC IS
COMPLETELY COVERED AND NOT
VISIBLE FROM THE SURFACE
4" PVC CLEANOUT SET 6" ABOVE
SURROUNDING GRADE, (SEE PLAN
FOR LOCATIONS, TYP.)
18" (MIN.) CLEANED WASHED
"CONCRETE" SAND ASTM C-33 OQ��
2% So 11
I—I SODDED
+ + +
+
+ +
+
+
+ + + + + + + + + +
+ + +
+ +
+
+ +
+ +
+ +
+ + +
+ +
+ +
+
+
+ + + + + + + + +
+
+ +
+ +
+ +
+ +
+ +
+ + -_
II+++++++++++++++++
CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO BE
REMOVED) TO CONTAIN
CONCRETE FOR PROPER
+++++++++++++++ +++++
+++++++++
PLACE ANTI—SEEP COLLARS AT LOCATIONS AND SPACING
SHOWN ON SAND FILTER /
..
DRY DETENTION DETAILS.
..
.
Anti -See
Collar
....
4
.`
+++++++++++++++++��
N.T.S.
. ..
+ + +
+
+ +
+
+
+ + + + + + + + + +
+
+ + +
+ .
+
+ +
+ +
+ + + _
+
. .+.
...'.
+
+
++
+ + +
+
+ +
++
.
+ + + + + + + + + +
+
+ + +
+ +
+
+ +
+ +
+ + +
+ +
+ +
+ +
+
+
+ + + + + + + +
+
+ +
+ .
+ +
+ +
+ +
+ +
+++++++++++.++++
O
O
++++8' (TYP.)++++ +++++++++++++++
O
O
_
++++++++++++++++
+ + +
+
+ 00
+
+
+ +
+
+ + +
+ +
+
+ +
+ +
+ + +
+ + +
+
+ +
+
+
+ + + + + + + + + +
+
+ + +
+ +
+
+ +
+ +
+ +
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+ +
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+
+
+ + + + + + + + +
+
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+
+ + + + + + + + + +
+
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+ .
+
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+ +
+
+
+ + + + + + + + +
+
+ +
+ .
+ +
+ +
+ +
+ + _
+ +
+
+ +
+
+
+ + + + + + + + + +
+
+ + +
+ .
+
+ +
+
+ ���—
I�—+ +
+ +
+ +
+
+
+ + + + + + + + +
+
+ +
+ +
+ +
+ +
+ +
+ + =1
-III + +
+ +
+ +
+
+ + + + + + + + +
+
+ +
+ +
+
+ +
+ +
+ + -
j — + + + + +
++
+ + + + + + + +
+ + + +
+
+ +
+ ..
+ -
-111-11
1I _—
— I I I I—III—III—I —I 11-11
I-111-11
---
11-111-111-111
i i i -
GRADE SUBGRADE OF SAND FILTER
AT 2% TO SUBDRAIN, (TYP.)
SCARIFY SUBGRADE SOIL FOR
INFILTRATION PRIOR TO PLACING
FILTER MEDIA. DO NOT COMPACT TOP SAND FILTER SECTION
OF SUBGRADE AFTER SCARIFYING N.T.S.
Sand Filter Detail for Pond # 1
SUITABLE STRUCTURAL SOIL COMPACTED TO
95% STANDARD PROCTOR; STRUCTURAL FILL
SHALL BE APPROVED, PLACED AND
COMPACTED UNDER THE DIRECT
SUPERVISION OF A GEOTECHNICAL ENGINEER
11 I S I 11= i i—ilk I ^
d
SECTION
N.T.S.
Typical Pond Berm
OUTSIDE PIPE DIA. +3'
1.5' 1.5'
Ir
Ln
EXISTING GRADE, REMOVE
ROOT MATERIAL AND
ORGANIC MATERIAL
SEE PLAN FOR PIPE DIA. (TYP.)
1' MIN.
(�� CLASS B
\i CONCRETE
SIDE VIEW
TRENCH
BOTTOM
Y:�charlotte�170001005�17000142.00_Iredell_Safety_Compl�Eng_Docs�Drawings�17000142.00-CD�17000142 DETAILS-BMP.dwg, C504 BMP DETAILS, 5/22/2017 11:48:43 AM
COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
NON—WOVEN FILTER FABRIC
(MIRAFI 140N OR APPROVED
EQUAL) OVERLAP SEAM 12" MIN.
UNDERDRAINS, 6" PVC PERFORATED
UNDERDRAIN, SEE GRADING PLAN AND
PLAN VIEW OF SAND FILTER FOR
NUMBER OF UNDERDRAINS REQUIRED.
WRAP UNDERDRAIN IN FILTERSOCK
SAND FILTER NOTES
1. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS, AFTER SEDIMENT BASIN IS NO LONGER REQUIRED.
2. UNDERDRAIN SYSTEMS SHALL BE SCHEDULE 40 PVC (PERFORATED AND NON—PERFORATED) PIPE MATERIAL.
3. GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 6" IN DEPTH.
4. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN 1/2 TO 1 1/2 INCHES IN DIAMETER
(BLUE STONE, DOUBLE WASHED, #57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
5. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MINUTE/SQUARE FOOT AND SHALL
NOT IMPEDE THE INFILTRATION RATE OF THE SOIL MEDIUM. NON—WOVEN FABRIC IS PREFERRED OVER WOVEN
AND INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND STAKING IN PLACE DURING
CONSTRUCTION AT THE TURNED SURFACES.
6. DRAINAGE AREA TO SAND FILTER TO BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE
INSTALLED.
7. SET UP AN ON—SITE PRE—CONSTRUCTION CONFERENCE WITH THE DESIGN TEAM AT LEAST 48 HOURS PRIOR TO
STARTING CONSTRUCTION ON ANY BMPS.
8. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERMS >/= 5FT IN HEIGHT FROM THE NATURAL GRADE.
SOIL COMPACTION MUST BE AT LEAST 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER.
9. SAND FILTER IS A MINIMUM OF 100' FROM ANY WATER SUPPLY WELL.
10. THE SEASONAL HIGH WATER TABLE IS A MINIMUM OF 2' BELOW THE SAND FILTER.
12. BOTTOM OF BMP AND SLOPES DRAINING TOWARD THE SAND FILTER SHALL BE SODDED.
THIS SIDE FACES
SAND FILTER
935.70
933.35
933.00
CLEANOUT TO BE SET AT
EDGE OF SAND FILTER
CLEANED WASHED "CONCRETE"
SAND ASTM C-33
CLEANOUT 3" LAYER OF RIVER
71 JACKS (1-2" IN. DIA.)
.. .
. '.
+' . ++
' . . . +'+++%+++++.+++++++
. . .... +++++++++++++++
+`+ +++ . ... . .'. . . .+' +++++++++++++++
..............
�.
z
'
.++
EXTEND CONCRETE
12" MINIMUM INTO
`.
. ++`
UNDISTURBED TRENCH BOTTOM. BEDDING
.......
++`++.'+'.'.
MATERIAL SHALL NOT BE INSTALLED WHERE
ANTI—SEEP COLLAR
IS LOCATED.
NOTES:
1.
SUBMIT SHOP DRAWINGS
FOR REVIEW AND APPROVAL.
.'
2.
CONTRACTOR SHALL PROVIDE SUITABLE FORMING (TO BE
REMOVED) TO CONTAIN
CONCRETE FOR PROPER
SHAPE AND DIMENSIONS.
3.
PLACE ANTI—SEEP COLLARS AT LOCATIONS AND SPACING
SHOWN ON SAND FILTER /
..
DRY DETENTION DETAILS.
..
.
Anti -See
Collar
....
4
.`
'.'..
N.T.S.
. ..
.'.+.
.
Y:�charlotte�170001005�17000142.00_Iredell_Safety_Compl�Eng_Docs�Drawings�17000142.00-CD�17000142 DETAILS-BMP.dwg, C504 BMP DETAILS, 5/22/2017 11:48:43 AM
COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
NON—WOVEN FILTER FABRIC
(MIRAFI 140N OR APPROVED
EQUAL) OVERLAP SEAM 12" MIN.
UNDERDRAINS, 6" PVC PERFORATED
UNDERDRAIN, SEE GRADING PLAN AND
PLAN VIEW OF SAND FILTER FOR
NUMBER OF UNDERDRAINS REQUIRED.
WRAP UNDERDRAIN IN FILTERSOCK
SAND FILTER NOTES
1. EXCAVATE THE SAND FILTER TO THE DESIGN DIMENSIONS, AFTER SEDIMENT BASIN IS NO LONGER REQUIRED.
2. UNDERDRAIN SYSTEMS SHALL BE SCHEDULE 40 PVC (PERFORATED AND NON—PERFORATED) PIPE MATERIAL.
3. GRAVEL COVER OVER THE UNDERDRAIN SHALL BE AT LEAST 6" IN DEPTH.
4. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THAN 1/2 TO 1 1/2 INCHES IN DIAMETER
(BLUE STONE, DOUBLE WASHED, #57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
5. FILTER FABRIC MUST MEET A MINIMUM PERMEABILITY RATE OF 75 GALLONS/MINUTE/SQUARE FOOT AND SHALL
NOT IMPEDE THE INFILTRATION RATE OF THE SOIL MEDIUM. NON—WOVEN FABRIC IS PREFERRED OVER WOVEN
AND INSTALLATION REQUIRES AT LEAST 1 FOOT OVERLAP AT THE ENDS AND STAKING IN PLACE DURING
CONSTRUCTION AT THE TURNED SURFACES.
6. DRAINAGE AREA TO SAND FILTER TO BE STABILIZED BEFORE FILTRATION CONTROLS AND FILTER MEDIA ARE
INSTALLED.
7. SET UP AN ON—SITE PRE—CONSTRUCTION CONFERENCE WITH THE DESIGN TEAM AT LEAST 48 HOURS PRIOR TO
STARTING CONSTRUCTION ON ANY BMPS.
8. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERMS >/= 5FT IN HEIGHT FROM THE NATURAL GRADE.
SOIL COMPACTION MUST BE AT LEAST 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER.
9. SAND FILTER IS A MINIMUM OF 100' FROM ANY WATER SUPPLY WELL.
10. THE SEASONAL HIGH WATER TABLE IS A MINIMUM OF 2' BELOW THE SAND FILTER.
12. BOTTOM OF BMP AND SLOPES DRAINING TOWARD THE SAND FILTER SHALL BE SODDED.
THIS SIDE FACES
SAND FILTER
935.70
933.35
933.00
CLEANOUT TO BE SET AT
EDGE OF SAND FILTER
CLEANED WASHED "CONCRETE"
SAND ASTM C-33
CLEANOUT 3" LAYER OF RIVER
71 JACKS (1-2" IN. DIA.)
.. .
. '.
+' . ++
' . . . +'+++%+++++.+++++++
. . .... +++++++++++++++
+`+ +++ . ... . .'. . . .+' +++++++++++++++
..............
�.
z
'
.++
7'-0
++.
'.
`.
. ++`
'
.......
++`++.'+'.'.
i
.'
.+
`.'.+.`.
'.'.'.
+
.
..
..
.
....
.`
'.'..
. .'.+.
. ..
.'.+.
.
.'.'.'.+.'
..
.
.
. +'+'+
++
+........+
...
. .+.
...'.
.'
..+
+
.
0
0
0
0
o
o
O
O
O
O
O
n
Is \ 19
— FES 32
\-- 930 -
' 9 33\OUTLET
I SEED AREA STRUCTURE C50
\
934
9-s
93
I \ L
i�936
a 935
934
933 �
' I LIMIT6 OF SAND
FILTER \
\� 1 \ N \� o
\ tr CO 1 CO 2 CO 3
w 1 \ \ \
\ \ 35' Q
_D A2FA
LIMITS OF 50D 1 \
\\ 1
1 \
\
60D AREA
N r\
I \
I 1\ \\ w
— 942
— C126 t
�� Enlarged BMP Plan
v
FRONT SIDE
ONLY
WEIR SECTION
N.T.S.
oi�i�o innvc �i �i —nzn nn
6" PERFORATED PVC
PIPE @ 0% SLOPE
6" SOLID PVC SAND
FILTER TO STRUCTURE
INV.=930.00
6'-3" SQUARE
8" 8"
N.T.S.
8' MIN.
TOP OF BERM
ELEV.=937.0
COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
RECESSED GALVANIZED STEEL GRATE
WITH 4" SQ. MAXIMUM OPENINGS WITH
24" SQ. HINGED ACCESS OPENINGS
CENTERED OVER STEPS.
6.25'x6.25' MASONRY STRUCTURE, 8"
THICK SOLID MASONRY WALL(FILL
CELLS). OPTIONAL PRE—CAST
STRUCTURE IS ALLOWED WITH
SUBMITTAL OF SEALED SHOP DRAWINGS
52 LF -30" RCP @0.25%.
DISCHARGE PIPE INV.
OUT=929.83
8" THICK CONC. SLAB
w �
I \
931 I
933 f
J
l r POND BERM KEY .��.
i
s 6EED AREA
1�
10
NOTE
/CONTRACTOR TO PROVIDE IRRIGATION FOR
ALL SODDED AREAS AND OPERATE THE
5Y5TEM UNTIL THE 60D 15 ESTA511_I5HED
7'-0
i
N.T.S.
8' MIN.
TOP OF BERM
ELEV.=937.0
COMPACTED SUBGRADE
95% STD. PROCTOR
ASTM D 698
RECESSED GALVANIZED STEEL GRATE
WITH 4" SQ. MAXIMUM OPENINGS WITH
24" SQ. HINGED ACCESS OPENINGS
CENTERED OVER STEPS.
6.25'x6.25' MASONRY STRUCTURE, 8"
THICK SOLID MASONRY WALL(FILL
CELLS). OPTIONAL PRE—CAST
STRUCTURE IS ALLOWED WITH
SUBMITTAL OF SEALED SHOP DRAWINGS
52 LF -30" RCP @0.25%.
DISCHARGE PIPE INV.
OUT=929.83
8" THICK CONC. SLAB
w �
I \
931 I
933 f
J
l r POND BERM KEY .��.
i
s 6EED AREA
1�
10
NOTE
/CONTRACTOR TO PROVIDE IRRIGATION FOR
ALL SODDED AREAS AND OPERATE THE
5Y5TEM UNTIL THE 60D 15 ESTA511_I5HED
3
1
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
BMP DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
e ,
a ,
15471 ;
SEAL '�aeaaeiqha
C504
SHEET NUMBER
i
i
i
3
1
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
P 704.521.9880
Corp. INC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
BMP DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
e ,
a ,
15471 ;
SEAL '�aeaaeiqha
C504
SHEET NUMBER

Y:\charlotte\17000100S\17000142.00-Iredell-Safety-Compl\Eng-Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C505 DETAILS, 5/22/2017 11:50:39 AM
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
�yaRnSp'..'RIe tl B@ pP@Ap
B � a
.sA .�°'yQFNr'C mob"
SEAL
®'rdaaaaadaab s�s��aJ
IZ l
SHEET NUMBER
22
CONSTRUCTION JOINT (IF
PROVIDE J" BIT. EXPANSION JOINT @ 30' O.C.
USED) INSTALL 5/8" DIA.
WITH JOINT SEALER AS SPECIFIED-1/2" THICK,
6x6 METAL DUMPSTER
SMOOTH STEEL DOWELS 18"
A" BELOW FLUSH ON I" THICK EXPANSIONFLAG
(BY OTHERS)
POLE, SEE
O.C.- 3' LONG. GREASE
JOINT. PLACE EXP. JOINT WHERE SHOWN ON
SPECIFICATIONS FOR
ONE SIDE OF STEEL AND
PLAN, WHERE NEW POUR IS CONTIGUOUS TO
�� WOOD FENCE,
FURTHER DETAILS
1x6 TREATED NO.1 YELLOW
SEAL AS DESCRIBED.
ANY STRUCTURE, AND AT 25' O.C. MAX.
SEE DETAIL
0
PINE SLATS WITH DOG EAR
BEVEL ON ENDS. ATTACH
MEDIUM BROOM FINISH
CURB AND
CUT ANGLE ON TOP
OF EACH POST
TO RAIL WITH (2) 1 1/2"
WOOD SCREWS PER RAIL
1/4" X 3/4" TOOLED JOINT PERPENDICULAR TO
WITH RADIUS EDGES. TRAFFIC FLOW
GUTTER
PIPE SLEEVES SET
r
4x4 POSTS
.iaei...er..Ur.r..r.r..l�er.e,»r....... ....ra�r»r»r»r.�.roer.er»r.a.r.aU.ra.�aera»r.»»r».atheroer»r»r..r..r.raer........rr»r.al.rar.r.rrn .» a»r..r»r.reraer,r_r.r.r..r.r�..r�
dQ ° •
C
d ° (
d � d � d d
IN CONC. PAD (4)
4x4 TREATED
0 p 0 0 POST, (TYP.)
6" DIA. STEEL
PIPE (3)
2x6 TOP RAIL.
ATTACH TO POST
I 1-- 111 I = === -
P
I
WITH (3) 3" WOOD
I
I
SCREWS I
I
COMPACTED ABC (TYPE A)
- - METAL FRAME
I
I
I
3600 PSI FIBER- 95% STD. PROCTOR
r�UMPSTER PAD SECTION
GATE, SEE DETAIL
4x4 POSTS I
�
I
REINFORCED CONCRETE
COMPACTED SUBGRADE
20' PIPE SLEEVES SET
j �8' O.C. MAX. I
I
95% STD. PROCTOR ASTM D 698
SCORE LINES IN IN CONC. PAD (2)
cO 2x4 CENTER RAIL. j
CONCRETE PAD CONCRETE DUMPSTER
ATTACH TO POST I
I
11.5'
PAD, SEE DETAIL
WITH (2) 3" WOOD I
3/4" CLEAR
SCREWS I
2x4 BOTTOM RAIL. I
ATTACH TO POST I
I
j
4" PLATE WELDED
2"x2"x�" WELDED 4 TOP OF PIPE
STEEL ANGLE FRAME
1 " MAX.
DUMPSTER PAD PLAN
SEALANT
COLLAR
WITH (2) 3" WOOD I
SCREWS -H I
�
I FINISH
I GRADE
- - - 0
I 1x6 FENCING
13" DEEP SLOT IN
SLEEVE TO RECEIVE
1x6 HANDLE OF J" BOLT
30"
GROUND
SLEEVE
III=1I1= ° II=III=III=III-III=III=III=Illi III=III=III I I
I
FOR LOCKED POSITION II
MATERIAL
_
III-'
n I
°< ° 1
1 6" DIA. SCH. 40
STEEL PIPE
1" I.D.x24" LONG
SLEEVEFORLD
111 1 1I
CONCRETE
FOOTING
iv IIII
I
I I
I I
ANGLE \ PIPE O
III e I
= < COMPACTED I I
I I
� _
I 1 DIA. ' L SHAPED
METAL PLATE \
FRAME \ \ \
°
II
SAND
° I -�
SUBGRADE ----
I
� STEEL HINGE PINS.
\\ (UNLOCKED POSITION) \
° IIII
BASE PLATE
- - II:
WELD TO PIPE 6"
1-I 12" DIA. CONCRETE WOOD FENCE ELEVATION AROUND DUMPSTER
FOOTING ©3000 PSI
VERT., 3" HORIZ.
II II
- _ _ _- 6" LONG PIPE SLEEVE
SET IN CONC. PAD TO
0
iv °
�1/
�
GRAVEL
3" WASHED GRAVEL
II II 6" PIPE SLEEVE
FOOTBOLT, HINGE. WELD TO
II II SEE DETAIL
'I i RECEIVE J" DIA. BOLT �
(1 EACH GATE) °
(LOCKED
-� I I-I I-I � I
WEDGES
COMPACTED SUBGRADE
GATE ANGLE FRAME
24
95% STD. PROCTOR
FOOTBOLT ELEVATION POSITION)
NOTES
-� _ • ° _ °
9
° I I
GROUND SPIKE
1. POSTS, RAILS, AND SLATS TO BE NO. 2 PRESSURE TREATED
°°a
SEE ELECTRICAL
YELLOW PINE FRAMING WOOD.
2 FASTENERSLUBE HOT DIPPED GALVANIZED
AND/OR
L I I
Ill-Ill-Ill-I -III 1=III -1 ��°° = CONCRETE FOOTING-
F 11 as °L I< °° IIII
STEEL ANGLE
FRAME 1x6 FENCING MATERIAL
NOTES
OUTDOOR
CURB AND _III= a < 3600 PSI, 2 DEEP
t
3. FINISHED SIDE OF FENCE SHALL FACE AWAY FROM
DUMPSTER.
a - - °
1 =_ GUTTER -I I I -
x5 x24' METAL PLATE.
1. FLAG POLE HEIGHT SHALL BE 35'.
4. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND
_1 a
-III 18" ' III- • L J x 18' DIA.
WELD TO BOTTOM OF
2. DETAIL IS GENERIC. INSTALL FLAG POLE
INSTALLATION DATA.
COMPACTED ABC (TYPE A)
� �
� ANGLE FRAME
PER MANUFACTURER'S REQUIREMENTS.
95% STD. PROCTOR III I III
-III-III
PIPE SLEEVE
CONCRETE DUMPSTER
FOOTBOLT PLAN
FRAME AND FENCE ELEVATION PAD, SEE SECTION ABOVE
Dum ster Pad/Wood Fence Detail
�Pole Detail
I
2)�N
N.TaS.
.T.Sa
NEVER CUT A
LEADER
2"x2" STAKES
SAUCER BERM
REMOVE ANY
BROKEN OR
PREPARED
SPACING VARIES,
DEAD AND
PLANTING MIX
SEE LANDSCAPE PLAN
DISEASED LIMBS
MIN. LIMIT OF
TYP. COLLAR1114
i�
MULCH
MIN. 2" HT.
E
4" LAYER OF
PLAN
APPROVED
MULCH
6" SLIP KNOT WITH STOP KNOT.
6" MIN.
3/4" NYLON
6" LARGER THAN TREE DIAMETER
STRAP
FLUORESCENT TAPE
1T1-1
-1
ROOT CROWN TO BE
lllllli N
_
AT FINISH GRADE
REMOVE TYPICAL
4" MAXIMUM LAYER OF MULCH.
TAPER TO TRUNK. KEEP MULCH
AWAY FROM TRUNK 1-2"
- - -
"V" TRENCH - - =1 -1TII tIiI-III-''
AROUND ENTIRE
PLANTING BED PLANTING SOIL TAMP SOIL MIX UNDER
MIX AS SPECIFIED
+ + + +
O.C. __'' O.C.
DIMENSION DIMENSION
SHRUB BED
EXCESS SOIL FROM
ROOT CROWN.
4" HIGH/ 6" WIDE
EACH PLANT BALL TO
EDGE OF MINIMIZE SETTLEMENT
+ +- �"
GRASS AREA
�F
FINISH GRADE
MAXIMUM BERM OUTSIDE
PLANTING BED
1/2 O.C.
OF ROOTBALL
TYPICAL PLANTING BED DETAIL
DIMENSION
PAVEMENT
REMOVE TOP 1/3 OF BURLAP,
STAGGERED PLANTING LAYOUT
AND ANY NAILS/PINS, ETC
(3) 1%2%18" WOOD "'-
FROM B&B TREES
TYP. STAGGERED
STAKES WITH CENTERED
ROWS
HOLE. DRIVEN
IN LINE WITH STRAP
REMOVE /IRE
3 OF
BASKET WHERE
ROWN
HEIGHT I INCHESDIA.
EQUALSMEDIANWID IN
„r
-III-I TII -I- III I-II-I�I- II=- IIi- -I-- 1 I I_- III=-I I I II - III-1II�IIIT=I-III-III=TII=I -TII T1i-7-III--T�IIIT--Ii
I
Tl-II-II=1I
II�--1I-III=-
-III-
EQUALLY AROUND TREE = -
-III- -_
"'
UNDISTURBED SOIL
° ° ° °
FEET TO 12 MAX.
4" MULCH MINIMUM
MULCH
PLANTING SOIL
'
MIX AS SPECIFIED 12' L ROOTBALL 12"
RAISE PIT BOTTOM TO SET ROOT
FINAL
7_ - GRADE
MEASURED COMPRESSED
^'� �n
SOIL
4" DEEP
MIX
VARIES
CROWN AT THE CORRECT HEIGHT.
x -
TRENCH EDGING SUBGRADE
1:1 SLOPE
FIRM SOIL UNDER ROOT BALL.
MINIMUM
EQUAL SPACING EDGE OF o >
10 (EX.) _� EXISTING
SECTION
SECTION
BETWEEN ALL PLANTING BED
GRADE
PLANTS
III-III=1 I I=1 I I=1 11=III=III=1 � 1=1 11=1 I� I- I_I � I--III-III-I
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
TYPICAL PLANTING BED PLAN TYPICAL BED CROWNING
SUBGRADE SOIL
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HT.
MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
MEASURED COMPRESSED
2" 12-14' 16'
24" 16"
CONTAINER SOIL ROTARY-TILL ORGANIC MATTER
3" 14-16' 18'
32" 21"
BREAK AND OTHER ADDITIVES INTO
NOTES
NOTES
SECTION TOP 8" OF SOIL
1. ALL TREES ARE TO BE NURSERY GROWN, BALL AND BURLAP (B&B) PREFERRED.
1. SCARIFY ROOT MASS OF CONTAINERIZED PLANT MATERIAL.
2. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING, WIRE OR NYLON
2. INSTALL CONTAINERIZED PLANTS AT FINISHED GRADE.
TWINE FROM ROOT BALL AND CANOPY. AFTER SETTING IN HOLE, CUT AWAY TOP
3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND
2/3 OF WIRE BASKET, IF PRESENT, AND TOP 1/3 OF BURLAP.
EACH PLANT BALL.
3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
4. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION
4. INSTALL TOP OF PLANT BALL 2" ABOVE FINISH GRADE.
SYSTEM IS PRESENT.
5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER
6. NO BACKFILL ALLOWED ON TOP OF ROOT BALL.
INSTALLATION.
7. WHERE STRAPPING OR GUYING IS INSTALLED, CONTRACTOR
SHALL REMOVE ALL
6. SEE SPECIFICATIONS FOR FURTHER SOIL AND PLANTING
STAKES, GUYING ETC. AT END OF WARRANTY PERIOD.
REQUIREMENTS.
8. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.
9. REMOVE EXCESS SOIL FROM SITE AND DISPOSE
OF IN A LEGAL MANNER.
10. RE-SEED UNMULCHED, DISTURBED AREAS.
11. STAKING IS REQUIRED FOR ALL TREES IN R.O.W.
OR UPON REQUEST OF ARBORIST.
3 Tree Plantin Detail
4 Shrub Plantin Detail
5 Groundcover Plantin Detail
6 Trench Ed in Detail
N.T.S.
N.TaS.
N.T.S.
N.T.S.
WELDED END CAP
STEEL BALL CAP J" GALVANIZED STEEL
DOWNSPOUT
J" GALVANIZED STEEL CHAIN, 12" LONG MIN.
HOOK BOLT J" DIA. GALV. STEEL ROD.
. .�
IG • �� ,
LOOP WELDED TO END CAP
�" GALVANIZED STEEL
BUILDING FACE
Features Smart Activation Options
• Installs easily onto any new or 24/7 continuous LED flash
existing sign post
Blinker8eam• wireless communication
•Integrates with Emergency Vehicle
Preemption(EVP)systems Vehicle detection activation (adjustable speed threshold)
CHAIN, 12" LONG MIN. - If
LEFT r,c�, RIGHT
�
WELDED END CAP
PAVEMENT (SEE SITE PLAN)
8" PVC (SCH 40) PIPE TO BE
• , •, , • ' •
•Highintensity Day-Viz"LEDs Time clock activation (Windows based software programmable)
commandattentiondayandnight Integrates with Emergency Vehicle Preemption(EVP)systems
�� 3"
d- END OF GATE
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, ,
Can be programmed to operate
continuously (24/7) or on solartime
3" SCH. 40
a ,a •a e , 11 •a •a _
"I•
clocks, push-buttons and motion
(vehicle) detectors Optional Opticom" Emergency Vehicle Preemption
• adjusts light output automatically •Helaysaniving property and at risk
adjusts light output for maximum • Reduces intersection crash rales byup[o 7o�
STEEL POSTS
177
-
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_
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SEE LATCH DETAIL ABOVE
12' 6" 12' KNOX BOX
MOUNT LOCATION
SEE GRADING/DRAINAGE DWG. NECESSARY TO TRANSITION TO SIZE
FOR PIPE SIZE OF HORIZONTAL PIPE
DOWNSPOUT IN PAVED AREAS
/
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radios. These compact controllers activate one ormore Blinker5ign•LED
Signs, BlinkerBeecon• LED Beacons, RRFB and other ITS devices wirelessly
with rt. range, uPropnemile with ane .I antenna.
2" NOM. SCH. 40 STEEL BALL CAP
STEEL PIPE( E)
Optional Activation ControlMAX.
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4' O.C.
in GATE POSTS
DOWNSPOUT
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oturninsignslucks. yrall settings.
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require concrete cutting, trenching or special work crews.
• LEDindicaton
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• Upro4separa[e wireless rete vers ran beatt voted byas ogle t2nsmater
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- I_I _I
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t- - -; Jfsl
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- o I'llOUTSIDE NOF GAOX TE
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MATCH GRASS OR MULCH AS
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NOTES
-'
ALL PIPE BENDS ARE = -
SHALL BE 45°
1005-OOm00W18/14CONNECTIONS
1. PROVIDE 6" O.D. GATE POST (2 REQ'D.) SET IN 3' DEEP x18" DIA. CONC. FOOTING. PROVIDE 180°
MAX.
HINGE SWING ADAPTER TO OPEN POSITION.
2. GATES SHALL INCLUDE KEEPER POSTS TO SECURE ACCESS. KEEPER POSTS SHALL BE 3" SCH. 40
USE INCREASERS
STEEL POST INSTALLED IN 18"x36" FOOTING AND SHALL INCLUDE CHAIN TO SECURE GATE ARM. (ONE
SEE GRADING/DRAINAGE DWG. NECESSARY TO TRANSITION
ANSITION TO SIZE
KEEPER POST PER ARM).
FOR PIPE SIZE OF HORIZONTAL PIPE
3. GATES TO PAINTED. COORDINATE COLOR WITH ARCHITECT PRIOR TO PAINTING.
4. CONTRACTOR TO PROVIDE A KNOX PADLOCK ON CHAIN.
DOWNSPOUT IN GRASSED AREAS
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL.
Emergency Vehicle Sin
8 Swing Gate Detail
9 Downspout Connection-
N.T.S.
N.T.S.
N.T.S.
Y:\charlotte\17000100S\17000142.00-Iredell-Safety-Compl\Eng-Docs\Drawings\17000142.00-CD\17000142 DETAILS.dwg, C505 DETAILS, 5/22/2017 11:50:39 AM
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
�yaRnSp'..'RIe tl B@ pP@Ap
B � a
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SEAL
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IZ l
SHEET NUMBER

adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE INC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
OVERALL
LANDSCAPE PLAN
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
04609 EAQyP,��B� � B3p®fig®9
11 FEIN
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SZ
SHEET NUMBER C600

CITY OF STATESVILLE
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SITE
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VICINITY MAP
NTS
EXISTING 1 + ORNAMENTAL TREE AND 3
EXISTING SHADE TREES (2"D5H OR
GREATER) PER EVERY 100 LF. TO COUNT
9� TOWARD TYPE A BUFFER REQUIREMENTS. STATE OF NORTH CAROLINA
<�L (40 PTO MIN.) IF ANY OF REQUIRED TREES DB 1062 PG 1527
PROVIDE TEMPORARY IRRIGATION
O IN BUFFER YARD ARE DAMAGED OR DIE (ZONED: CU -6 B-5)
UNTIL 50D 16 FULLY ESTABLISHED DURING CONSTRUCTION, OWNER WILL VACANT
REPLACE WITH NEW TREES TO MEET THE
REBAR LIMITS OF OOD CITY OF STATESVILLE UDO REQUIREMENTS.
FOUND
N04'40'S3'E 784.85'
r. j_ 8' TYPE A BUFFER
- —
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I SEED AREA
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ss -32' STAND—OFF ss=
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WOODEN FENCE
DUMPSTER ENCLOSURE - - -
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pc \ I EXPANSION
1
I
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\ I i (58,SPACES) 19 ® AREA — �—
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I r LANDSCAPE GE / UGE USE— -U AC AC - - 1
ISLANDS, TYP.)
I TRANS. r
so -
I
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60' EASEMENT
I PROPOSED SEED
AREA
REBAR
S03 7"E FOUND
133.98'
RAPE MYRTLE(TYP)
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CAROLINA 63 .°w� ' es o •
MOUNT IRRIGATION i I 0 \
I DS 1062 PG 1527
CONTROLLER ON INSIDE 5EED
0 0
(ZONED: CU -6 3-5) � P'
I VACANT WALL. COORDINATE I AREA �o s 0
CK L
LOCATION WITH ARCHITECT _
DONA LISBETH WILLIAMS I —944
il \
DB 2240 PG 2094 UP
(ZONED: R-20) I �
78 Iml MEN
1 p LIMITS OF DRIP IRRIGATION RF XPAN510N
1 �26 ---- RF
78 \
\ SEE[
EXISTING 1+ ORNAMENTAL TREE AND 3 \ ARD
EXISTING SHADE TREES (2 DBH OR F F �4
GREATER) PER EVERY 100 LF. TO COUNT 943— \ \ /
TOWARD TYPE A BUFFER REQUIREMENTS.
(40 PTO MIN.) IF ANY OF REQUIRED TREES I�� 5EED AREA
IN BUFFER YARD ARE DAMAGED OR DIE I �� 0 5EED AREA
DURING CONSTRUCTION, OWNER WILL L J
REPLACE WITH NEW TREES TO MEET THE o �y (^^I
CITY OF STATESVILLE LIDO REQUIREMENTS. \ \ — — — — — — — — — —
�
1 LC3
9 SHRUB PLANTING 27
1 \ C503
adw 0
1 MULCHLINE
3 (TYP,)
0 8 TREE PLANTING
5EED AREA
� BERM (TOPSOIL/ QS C503 QS �
I UNSUITABLE SOIL)
50' O.C.
I c9 Vj � bEKM (TOPSOIL/
IN UNSUITABLE SOIL)
°Tc_
1 IN 3ERM (T0P5UIL_/ IN IN IN 5EED AREA
— — — 5 — — IN — — �NLTA�1-E X011-) — 3 — — — — — — 3 — 25' FRONT SETBACK — — — — 3 — — — — -
3 NT
c' -I 18 --945-��e * 5EED AREA 60
E�—E E E E . E E E-
- ti u T PROPOSED R W
/u off/u OH/ off/u off/u off off/u H/ o i/u off i, off/u uti a —off/u o+/u off/u, off/u�off/u o /u off/u-
N e� 5EED AREA 945 FES 37 - o
a EX. SOP I- T T T T i - T T T T T T T
o �
EXIST. PROPERTY LINE GEED SITE ALONG ROAD FRONTAGE TO
WITHIN 6' OF EOP OR DENUDED LIMITS,'
CP /N PAVEMENT
EX. EOP WHICHEVER 15 GREATER (TYP.)
BRISTOL DRIVE -SR 1358
WO IWOI WO
W a (NO RECORDED R/W FOUND)
I
I
I
(ZONED: R-20)
RESIDENTIAL
(ZONED: R-20)
RESIDENTIAL
PLANT MATERIAL
1. MINIMUM TREE 51ZE AT PLANTING 16 2" CALIPER AND 6' TALL FOR 51NGLE-STEM TREES.
ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM
10' TALL.
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO
THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL TREES SHALL
BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE
WELL- DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS, TREES
WITH CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN
SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE
ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS.
ALL PRUNING CUTS GREATER THAN I° DIAMETER SHALL HAVE CALLUS TISSUE FORMED
PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF
THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WA6 MADE.
ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL
COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED.
3. SIZE OF PLANTS, SPREAD OF ROOTS AND 61ZE OF BALLS SHALL BE IN ACCORDANCE WITH
AN61 Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY b LANDSCAPE
A550CIATION.
4. ALL TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN 61ZE AND
CONFIGURATION.
PLANTING REQUIREMENTS
5. PLASTIC H06E PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE DETAILS AND
SPECIFICATIONS FOR APPROVED STAKING METHOD/MATERIALS.
6. ALL STRAPPING, AND TOP I OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND
REMOVED FROM ROOT BALL WHEN PLANTING.
7. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION
DEBRIS; REMOVE COMPACTED 501L AND ADD 24" NEW TOP501L, OR TILL AND AMEND THE
TOP 24" OF EX15TING 501L TO MEET TOPSOIL/ PLANTING MIX 6TANDARD5 FOR TREES.
8. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING.
9. THE TOP OF ALL ROOT BALLS FOR SHRUBS 6 GROUNDCOVERS SHALL BEAR THE SAME
RELATIONSHIP TO FINISHED GRADE, A5 BORN TO PREVIOUS GROWING CONDITIONS.
10. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
11. MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A CONTINUOUS AREA
AROUND ALL SHRUB BEDS, A6 INDICATED ON THE PLAN. MULCH SHALL BE 3-4" THICK.
MULCH AROUND TREES SHALL BE TAPERED TOWARD TRUNK 50 THAT NO MORE THAN 2" 15
PLACED AT TREE TRUNK A5 SHOWN ON DETAIL. SEE SPECIFICATIONS FOR TYPE.
UTILITY ISSUES
12. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER
DISTRIBUTION OR TRAN6MI6510N LINE6. IF TREE6 CONFLICT WITH POWER LINES OR 6IGN6,
CALL LANDSCAPE ARCHITECT TO RE60LVE BEFORE PLANTING.
13. CONTRACTOR 15 RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES LOCATED AND
CLEARLY PAINTED WITHIN 10 DAYS OF ANY GROUND D15TUR13ING ACTIVITY. OWNER WILL NOT
PAY FOR UTILITY REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY LOCATIONS,
14. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES- PLANT 15FROM
ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS WATER, PHONE AND
ELECTRICAL LINES).
GENERAL
15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY OF PLANT5
SHOWN ON THE PLAN. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD
ADJUSTMENTS OR QUANTITY ADJUSTMENTS MU6T BE AUTHORIZED PRIOR TO PLANTING.
16. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR
AFTER ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
17, ALL DISTURBED ARFA6 SHALL BE SEEDED A6 SPECIFIED.
18. SEE EROSION CONTROL/GRADING PLAN FOR ADDITIONAL TREE PRESERVATION NOTES.
IRRIGATION
19. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A "DESIGN -BUILD° DRIP IRRIGATION SYSTEM
FOR THE TREES, SHRUBS AND PERENNIALS IN AREAS INDICATED. SUBMIT PLAN TO
LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.
LANDSCAPE CONTRACTOR TO COORDINATE
PRE -PLANTING INSPECTION WITH CITY ARBORIST.
LEGEND
-°-
environments life
architecture planning Interiors
2815 coliseum centre drive, suite 500
charlotte, north caroling 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME / COMMON NAME
ROOT
CAL.
REMARKS
SIZE
CK
3
Cornus kousa / Kousa Dogwood
B & B
2"Cal
MATCHED, STRAIGHT
6-8' HT.
IN
20
Ilex x 'Nellie R Stevens' / Nellie Stevens Holly
30 gal
PROPOSED CURB AND GUTTER
FULL
6-8' HT.
PC
6
Pistacia chinensis / Chinese Pistache
B & B
2"Cal
MATCHED, STRAIGHT
10-12' HT.
PY
2
Prunus x yedoensis / Yoshino Cherry
B & B
1.5 Cal
MATCHED, STRAIGHT
8-10' HT.
QS
16
Quercus shumardii / Shumard Red Oak
B & B
2"Cal
FULL
12'-14' ht, 6'4
UP
5
Ulmus parvifolia 'Bosque' / Bosque Elm
B & B
2"Cal
10-12' HT.
,
DIFIC
GENERAL' CONTRACTORS
mop
SmAq
SHRUBS
QTY
BOTANICAL NAME / COMMON NAME
CONT
REMARKS
HEIGHT
SPREAD
AX
34
Abelia x grandiflora 'Kaleidoscope' /Glossy Abelia
3 gal
3' O.C.
18-24" HT.
18-24"
IC2
37
Ilex cornuta ' Burfordii Nana' / Dwarf Burford Holly
7 gal
4.5' O.C.
18-24" HT.
18-24"
LC2
19
Loropetalum chinense 'Daruma' / Daruma Dwarf Loropetalum
3 gal
3' O.C.
15-18" HT.
15-18"
LC3
58
Loropetalum chinense 'Ruby' / Ruby Loropetalum
5 gal
4' O.C.
18-24" HT.
18-24"
MG2
18
Miscanthus sinensis ' Gracillimus' / Maiden Grass
3 gal
3.5' O.C.
18-24" HT.
18-24"
PL
38
Prunus Iaurocerasus 'Otto Luyken' / Luykens Laurel
5 gal
4' O.C.
18-24" HT.
18-24"
GROUND COVERS
QTY
BOTANICAL NAME / COMMON NAME
CONT
REMARKS
SPACING
LE
25
Helleborus x 'Golden Sunrise' / Lenton Rose
I gal
24 O.C.
LS
64
Liriope spicata 'Big Blue' / Creeping Lily Turf
4"pot
18" O.C.
NT
60
Nassella tenuissima 'Pony Tails' / Mexican Feathergrass
I gal
18" O.C.
RF134
Rudbeckia fulgida sullivantii ' Goldsturm' / Black-eyed Susan
I gal
18" O.C.
VM
192
Vinca minor/ Common Periwinkle
4"pot
16" O.C.
LANDSCAPE NOTES
1 MULCHLINE
3 (TYP,)
0 8 TREE PLANTING
5EED AREA
� BERM (TOPSOIL/ QS C503 QS �
I UNSUITABLE SOIL)
50' O.C.
I c9 Vj � bEKM (TOPSOIL/
IN UNSUITABLE SOIL)
°Tc_
1 IN 3ERM (T0P5UIL_/ IN IN IN 5EED AREA
— — — 5 — — IN — — �NLTA�1-E X011-) — 3 — — — — — — 3 — 25' FRONT SETBACK — — — — 3 — — — — -
3 NT
c' -I 18 --945-��e * 5EED AREA 60
E�—E E E E . E E E-
- ti u T PROPOSED R W
/u off/u OH/ off/u off/u off off/u H/ o i/u off i, off/u uti a —off/u o+/u off/u, off/u�off/u o /u off/u-
N e� 5EED AREA 945 FES 37 - o
a EX. SOP I- T T T T i - T T T T T T T
o �
EXIST. PROPERTY LINE GEED SITE ALONG ROAD FRONTAGE TO
WITHIN 6' OF EOP OR DENUDED LIMITS,'
CP /N PAVEMENT
EX. EOP WHICHEVER 15 GREATER (TYP.)
BRISTOL DRIVE -SR 1358
WO IWOI WO
W a (NO RECORDED R/W FOUND)
I
I
I
(ZONED: R-20)
RESIDENTIAL
(ZONED: R-20)
RESIDENTIAL
PLANT MATERIAL
1. MINIMUM TREE 51ZE AT PLANTING 16 2" CALIPER AND 6' TALL FOR 51NGLE-STEM TREES.
ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM
10' TALL.
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO
THE TOP OF THE CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL TREES SHALL
BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE
WELL- DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS, TREES
WITH CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN
SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE
ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS.
ALL PRUNING CUTS GREATER THAN I° DIAMETER SHALL HAVE CALLUS TISSUE FORMED
PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF
THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WA6 MADE.
ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL
COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED.
3. SIZE OF PLANTS, SPREAD OF ROOTS AND 61ZE OF BALLS SHALL BE IN ACCORDANCE WITH
AN61 Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY b LANDSCAPE
A550CIATION.
4. ALL TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN 61ZE AND
CONFIGURATION.
PLANTING REQUIREMENTS
5. PLASTIC H06E PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE DETAILS AND
SPECIFICATIONS FOR APPROVED STAKING METHOD/MATERIALS.
6. ALL STRAPPING, AND TOP I OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND
REMOVED FROM ROOT BALL WHEN PLANTING.
7. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION
DEBRIS; REMOVE COMPACTED 501L AND ADD 24" NEW TOP501L, OR TILL AND AMEND THE
TOP 24" OF EX15TING 501L TO MEET TOPSOIL/ PLANTING MIX 6TANDARD5 FOR TREES.
8. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING.
9. THE TOP OF ALL ROOT BALLS FOR SHRUBS 6 GROUNDCOVERS SHALL BEAR THE SAME
RELATIONSHIP TO FINISHED GRADE, A5 BORN TO PREVIOUS GROWING CONDITIONS.
10. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
11. MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AND - MULCH A CONTINUOUS AREA
AROUND ALL SHRUB BEDS, A6 INDICATED ON THE PLAN. MULCH SHALL BE 3-4" THICK.
MULCH AROUND TREES SHALL BE TAPERED TOWARD TRUNK 50 THAT NO MORE THAN 2" 15
PLACED AT TREE TRUNK A5 SHOWN ON DETAIL. SEE SPECIFICATIONS FOR TYPE.
UTILITY ISSUES
12. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER
DISTRIBUTION OR TRAN6MI6510N LINE6. IF TREE6 CONFLICT WITH POWER LINES OR 6IGN6,
CALL LANDSCAPE ARCHITECT TO RE60LVE BEFORE PLANTING.
13. CONTRACTOR 15 RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES LOCATED AND
CLEARLY PAINTED WITHIN 10 DAYS OF ANY GROUND D15TUR13ING ACTIVITY. OWNER WILL NOT
PAY FOR UTILITY REPAIRS DUE TO FAILURE TO MARK AND OBSERVE UTILITY LOCATIONS,
14. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES- PLANT 15FROM
ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS WATER, PHONE AND
ELECTRICAL LINES).
GENERAL
15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITY OF PLANT5
SHOWN ON THE PLAN. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD
ADJUSTMENTS OR QUANTITY ADJUSTMENTS MU6T BE AUTHORIZED PRIOR TO PLANTING.
16. ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR
AFTER ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
17, ALL DISTURBED ARFA6 SHALL BE SEEDED A6 SPECIFIED.
18. SEE EROSION CONTROL/GRADING PLAN FOR ADDITIONAL TREE PRESERVATION NOTES.
IRRIGATION
19. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A "DESIGN -BUILD° DRIP IRRIGATION SYSTEM
FOR THE TREES, SHRUBS AND PERENNIALS IN AREAS INDICATED. SUBMIT PLAN TO
LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.
LANDSCAPE CONTRACTOR TO COORDINATE
PRE -PLANTING INSPECTION WITH CITY ARBORIST.
LEGEND
-°-
SIGN
EXISTING LIGHT POLE
EXISTING UTILITY POLE
HC
ACCESSIBLE SPACE
EXISTING FIRE HYDRANT
EXISTING TREE TO REMAIN
PROPOSED GROUNDCOVER
PLANT LABEL
12
PLANT QUANTITY
- - - - - -
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
--�
PROPERTY LINE
—x—x—x—
EXISTING FENCE
• •—
PROPOSED FENCE
UGE
EXISTING UNDERGROUND ELECTRIC LINE
—OH/U—
EXISTING OVERHEAD UTILITY LINE
EXISTING TREE LINE
PROPOSED TREE LINE AFTER CLEARING
- • - -' -
PROPOSED MULCH LINE
m-
PROPOSED STORM DRAINAGE PIPE
FD-
PROPOSED FOUNDATION DRAIN
SS
SANITARY SEWER LINE
DW
WATER LINE
Know what's below.
Call before you dig.
NORTH
30 0 15 30 60
SCALE; 1 =30'
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, INC 28208
www.benesch.com
- 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
LANDSCAPE PLAN
ENLARGEMENT
DATE 5.22.2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
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