Site Plan - Huntersville

Transcription

SITE
NC ENGINEERING BOARD LICENSE #: C-3781
NC LANDSCAPE ARCHITECTURE BOARD LICENSE #: C-399
NC LAND SURVEYING BOARD LICENSE #: P-1380
Landscape Architecture
Civil Engineering
Surveying
8712 Lindholm Dr Suite 202A, Huntersville NC 28078
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
COVER SHEET
SURVEY & EX CONDITIONS
SITE PLAN
EROSION CONTROL PH 1
EROSION CONTROL PH 2
GRADING AND DRAINAGE PLAN
DRAINAGE AREA MAP
UTILITY PLAN
LANDSCAPE PLAN
SITE DETAILS
SITE DETAILS
BMP DETAIL
C COPYRIGHT 2015
CIVIL SITE PLAN PACKAGE
PROPOSED
NORTH
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HensonFoley
CONTENTS:
VICINITY MAP
SCALE: N.T.S.
HUNTERSVILLE RECREATION CENTER
AFTER CONSTRUCTION PLAN APPROVAL TO-DO LIST:
TOWN OF HUNTERSVILLE
BMP ACCESS & MAINTENANCE EASEMENT PLAT SUBMITTAL
1.
2.
CONTACT: MICHAEL JAYCOCKS
105 GILEAD ROAD - TOWN CENTER
HUNTERSVILLE, NORTH CAROLINA
704-766-2228
PLAT REVIEW FEE
BMP ACCESS & MAINTENANCE EASEMENT PLAT
AS-BUILT SUBMITTAL
1.
2.
3.
4.
5.
6.
7.
8.
9.
AS-BUILT SURVEY SIGNED & SEALED
COPY OF APPROVED PLAN WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED
COPY OF APPROVED CALCS WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED,
· RE-RUN CALCS WITH AS-BUILT INFO AND PROVIDE RESULTS
COPY OF THE RECORDED PCO19 FORM
COPY OF THE RECORDED BMP ACCESS & MAINTENANCE EASEMENT PLAT
MECKLENBURG COUNTY BMP MAINTENANCE AND INSPECTION CHECK LISTS (APPENDIX 7-3)
· (FORM #PCO21A THROUGH #PCO21L)
POST-CONSTRUCTION STORM WATER ORDINANCE COMPLIANCE CERTIFICATION (APPENDIX 12-1)
BOND ESTIMATE FORM OR A COPY OF THE EXISTING CONSTRUCTION BOND
COPY OF THE ESCROW/SAVINGS ACCOUNT STATEMENT FOR CONTINUED MAINTENANCE &
REPLACEMENT
COVER SHEET
OWNER:
PIN # 01742110
11720 VERHOEFF DRIVE, HUNTERSVILLE, NC
28078
11720 VERHOEFF DRIVE, HUNTERSVILLE, MECKLENBURG COUNTY, NC
REVISIONS:
BOND (CONSTRUCTION / MAINTENANCE) SUBMITTAL
1.
SUBMIT TO CASENA MICHAEL ([email protected])
BOND INSPECTION REQUEST FORM
BOND ESTIMATE FORM
BOND ADMIN FEE $370
REFERENCE APPROVED CONSTRUCTION PLAN EPM #
REFERENCE APPROVED PLAT EPM #
··
ALL BONDS SHALL BE ASSOCIATED WITH A RECORDED PLAT
·
·
·
·
·
2.
TYPE OF BOND REQUESTING
A. CONSTRUCTION
· INFRASTRUCTURE/BMP (1YR)
· BMP FOR C.O. (6MO)
··
RECORDED BMP ACCESS & MAINTENANCE EASEMENT PLAT
··
BOND APPLICATION FORMS FOR GUARANTEEING THE INSTALLATION OF BMPS (APPENDIX
9-1) - (FORM #PCO23A THROUGH #PCO23D)
3.
B. MAINTENANCE
· ROADWAY (1YR)
· BMP (1YR) OR IF POST-CONSTRUCTION THEN (2YR)
··
RECORDED BMP ACCESS & MAINTENANCE EASEMENT PLAT
··
BOND APPLICATION FORMS FOR GUARANTEEING BMP MAINTENANCE (APPENDIX 9-2) (FORM #PCO24A THROUGH #PCO24C)
NOTICE TO CONTRACTOR:
TYPE OF BOND FINANCING
· LETTER OF CREDIT
· CASH
· SURETY
ANY LAND DEVELOPMENT PLAN REVISIONS CAUSED BY CMUD COMMENTS MAY
REQUIRE ADDITIONAL REVIEW TIME AND ADDITIONAL FEES TO BE PAID BY THE OWNER
/ DEVELOPER / CONTRACTOR. IT IS HIGHLY RECOMMENDED TO RECEIVE CMUD
APPROVAL PRIOR TO LAND DEVELOPMENT APPROVAL.
C01 - COVER.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:32 AM
CALL ULOCO
BEFORE YOU DIG
THIS LAND DEVEOPMENT PLAN HAS NOT BEEN REVIEWED OR APPROVED BY CMUD
1.
2.
PLEASE CONTACT MIKE GARBARK (704-432-5797 [email protected])
WITH CMUD AND EXPLAIN YOUR DEVELOPMENT PRIOR TO CONSTRUCTION.
3.
4.
1-800-632-4949
AVOID UTILITY DAMAGE
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
C01 - COVER.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C 01
216014
DRAWN BY: JAH
OF
12
ALL PAVEMENT AND CURB TO BE REMOVED SHALL BE
SAW CUT AT THE PROPOSED JOINT LOCATION
7
79 6
79
5
79
4
79 3
79
THIS SURVEY WAS PROVIDED BY OTHERS AND IS
INCLUDED AS REFERENCE ONLY
SURVEY BY:
DEWBERRY
6135 LAKEVIEW RD #150
CHARLOTTE, NC 28269
IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
CONDITIONS, THE CONTRACTOR MUST NOTIFY HENSON FOLEY, INC IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCIES,
OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
HensonFoley
ANY ADDITIONAL PAVEMENT OR CURB NOT
LOCATED BY SURVEY OR THAT CONFLICTS WITH
PROPOSED PAVEMENT & CURB AND GUTTER MUST BE
REMOVED
C COPYRIGHT 2015
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PIN # 01742110
28078
SURVEY / EX CONDITIONS
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REVISIONS:
C02 - SURVEY.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C02 - SURVEY.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:32 AM
C02
216014
DRAWN BY: JAH
OF
12
5.
EXISTING TREES
TO REMAIN
6.
7.
8.
26.0'
FIRE LANE
26' CROSS ACCESS EASEMENT
EDGE OF PAVEMENT.
CPCC TO CONTINUE DRIVEWAY TO CONNECT
TO FUTURE ADJACENT PARKING LOT.
20' R
FIRE LANE
24.0'
FIRE LANE
R5.0'
20.0'
ONE-WAY DROP-OFF LANE
22.7'
9.2'
FIRE LANE
24.0'
35' R
10' x 70' SIGHT TRIANGLE
5.0' CONCRETE SIDEWALK TOHLDS #106.1 R5.0'
R5.0'
1.
2.
292' R
35' R
45' R
PROJECT TIME TABLE:
PROPERTY OWNER/OPERATOR
CONTACT: MICHAEL JAYCOCKS
TOWN OF HUNTERSVILLE
105 GILEAD ROAD - TOWN CENTER
HUNTERSVILLE, NC 28078
PH: (704) 766-2228
FIRE LANE
STORAGE
12
5' R
MULTIPURPOSE
11
JAN.
15
FAMILY
18
BIKE RACK
TOHLDS #718.1
MEN'S
10
OPEN ATHLETIC/RECREATION FIELD
BACKFLOW PREVENTER:
EXISTING TREES
TO REMAIN
WOMEN'S
09
8.0' ASPHALT PATH
TRASH SERVICE:
10.0'
VEHICULAR CIRCULATION AND PEDESTRIAN ACCESS:
VESTIBULE
01
1.
2.
MAIN PEDESTRIAN ACCESS TO THE BUILDING MAY BE FROM THE BACK. SECONDARY ACCESS MUST BE FROM THE STREET
FRONTAGE.
BUILDINGS IN ALL LOCATIONS SHOULD RELATE A PRINCIPAL FACADE TO THE SIDEWALK AND PUBLIC SPACE OF THE STREET.
SIDEWALK EASEMENT:
DINING
06
PROPOSED BUILDING
PROPOSED CONC. SIDEWALK
STAIRS
7 RISERS
TRASH SERVICE WILL BE PROVIDED WITH ROLLOUT SERVICE AND/OR USE OF EXISTING DUMPSTER
1.
OPEN
OFFICE
07
FRONT DESK
03
7' R
ABOVE GROUND BACKFLOW PREVENTERS ARE EXPRESSLY PROHIBITED IN THE ESTABLISHED FRONT YARDS OF BUILDINGS
WHERE UNDERGROUND BACKFLOW PREVENTERS OR A LOCATION OUTSIDE OF THE ESTABLISHED FRONT YARD IS
TECHNICALLY FEASIBLE ACCORDING TO THE STANDARDS AND REQUIREMENTS OF THE CHARLOTTE-MECKLENBURG UTILITY
DEPARTMENT. WHERE THERE IS ON REASONABLE ALTERNATIVE TO LOCATING AN ABOVE GROUND BACKFLOW PREVENTER
IN THE ESTABLISHED FRONT YARD, THE STRUCTURE HOUSING THE DEVICE SHALL BE COVERED IN A NON-REFLECTIVE
MATERIAL AND SHALL BE SURROUNDED, ON ALL SIDES VISIBLE FROM PUBLIC STREETS AND ABUTTING PROPERTIES, BY A
LANDSCAPED OPAQUE SCREEN ACCORDING TO SECTION 8.21.2.
1.
0.22 MILE INNER LOOP
STORAGE
08
GALLERY
02
GYMNASIUM
04
MAIN ENTRANCE
24.7'
60
SEPTEMBER 2016 - NOVEMBER 2016 - PERMITTING
JANUARY 2017 - JANUARY 2018 - CONSTRUCTION
MAIN ENTRANCE
7' R
1.
SIDEWALK EASEMENT MEASURED 1' IN WIDTH MUST BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS.
OUTDOOR DINING AREA
SITE DATA
20.0'
28.0'
5' R
EXISTING 8' ASPHALT PATH
CONNECT PROPOSED
8' ASPHALT PATH TO
EXISTING
5' R
27' R
8.0'
8.0' ASPHALT TRAIL
5' R
8.0'
30' R
5' R
12.7'
3' R
15' R
EXISTING BENCH TYP.
10' R
18' R
5' R
45' R
O.35 MILE OUTER LOOP
EXISTING TREES
TO REMAIN
EXISTING PLAYGROUND
5' R
8.0'
NEW ACCESSIBLE RAMP FLUSH
WITH ASPHALT PARKING
5' R
120' R
LOCATION:
VERHOEFF ROAD
(PIN #01742110)
PA-2 WATERSHED
HUNTERSVILLE, MECKLENBURG COUNTY 28078
ZONE:
NR
USE:
RECREATION CENTER
CONTACT:
EXISTING TREES
TO REMAIN
8.0'
30
GRAPHIC SCALE 1"=30 FT.
CONCESSIONS
05
ROADWAY AND SIDEWALK PLANS IN PROGRESS AND PREPARED BY TOWN
13.0'
5' R
STORAGE
14
DATA
24
SPK
16
SHOWER
19
AHU PAD, SEE
MECHANICAL FOR
LOCATION AND DETAILONE ROOFTOP HVAC
UNIT IS USED AND
SCREENED
SEGMENTAL RETAINING WALL
VERHOEFF DRIVE VARIABLE WIDTH PUBLIC RIGHT OF WAY
ELECT.
17
STORAGE
20
EXISTING POWER POLE
NORTH ARROW
15
0
8' R
GATE, SEE ARCH
POST FOOTING LIMITS, SEE ARCH
TRANSFORMER PAD,
SEE ELECTRICAL FOR
LOCATION AND DETAIL
HVAC UNITS AND
ELECTRIC/GAS METERS
SCREENED IN
MECHANICAL YARD
A RECORD PLAT SHALL BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY,
INDICATING THE FINAL BOUNDARY, REQUIRED/EXIST. EASEMENTS, AND WATER QUALITY STRUCTURE.
AN AS-BUILT SURVEY OF THE PROJECT WILL BE REQUIRED FOR THE PROJECT UPON COMPLETION OF CONSTRUCTION (BY
CONTRACTOR).
SURVEY TO INCLUDE ALL WATER QUALITY ITEMS TYPICALLY REQUIRED FOR WATER QUALITY
CERTIFICATION AS WELL AS TREE SAVE AREAS.
H
25' BUILD TO LINE
20' R
T
PA
LT
PROPOSED R/W
ONE-WAY BY-PASS LANE
C COPYRIGHT 2015
RECORD PLAT NOTES
A
PH
AS
EXISTING R/W
2.
8'
20' R
R39.5'
ON-SITE TREE SAVE IS OUTLINED ON THE PLAN.
TOTAL ON-SITE TREE SAVE = 18.52 AC (45.63%)
THERE ARE NO HERITAGE TREES EXISTING IN PROJECT AREA.
G
EXISTING EOP
1.
IN
ST
EXISTING EOP
50' R
5.0'
TREE PRESERVATION
EXISTING FOOT BRIDGE
I
EX
R5.0'
CONNECT PROPOSED 8'
ASPHALT PATH TO EXISTING
HENSONFOLEY (JAY HENSON)
704-875-1615
ITEM
PROVIDED
LOT AREA
40.58 AC
MIN. FRONT BUILD TO LINE
25 FT
MIN. SIDE SETBACK
****
MIN. REAR SETBACK
****
MAX. BUILDING HEIGHT
****
FEMA MAP NUMBER
3710465000J
FEMA EFFECTIVE DATE
MARCH 2, 2009
WATERSHED
McDOWELL
SOIL TYPE
VaB, VaD, HeB, CeB2, MO, WkD,
BUILDING - LOT TYPE
****
5' R
98' R
EXISTING HANDICAP
PARKING AND STRIPING
IMPERVIOUS SUMMARY
PROPOSED HANDICAP PARKING
STRIPING AND SIGNAGE
TOHLDS #712.1
8.0' ASPHALT TRAIL
EXISTING STRIPING
EXISTING POWER POLE
EXISTING TREES
TO REMAIN
ITEM
SQUARE FOOT
ACRES
PERCENTAGE OF
TOTAL SITE AREA
TOTAL SITE AREA
1,766,176 SF
40.58 AC.
N/A
EXISTING IMPERVIOUS AREA
116,283.40 SF
2.67 AC.
6.58 %
EXISTING IMPERVIOUS AREA REMOVED
8,359.14 SF
0.19 AC.
0.47 %
PROPOSED IMPERVIOUS AREA
56,781 SF
1.30 AC
3.21 %
TOTAL IMPERVIOUS AREA
164,705 SF
3.78 AC
9.32 %
SITE PLAN
FIRE LANE
60' R
S
26' CROSS ACCESS EASEMENT
FIRE LANE
24.0'
14.
E
FIRE LANE
20' R
EXISTING DRIVEWAY
EXISTING TREES
TO REMAIN
EXISTING 8' ASPHALT PATH
N
DRIVE AISLES MUST SUPPORT
80,000 LB FIRE APPARATUS
EXISTING TREES
TO REMAIN
W
COORDINATE WITH
ROADWAY PLANS
10.
11.
12.
13.
24.0'
PIN # 01742110
28078
9.
FUTURE ASPHALT PATH
CONNECTION BY CPCC
4.
EXISTING TREES
TO REMAIN
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
3.
MECHANICAL EQUIPMENT AT GROUND LEVEL SHALL BE SCREENED FROM VIEW WITH AN OPAQUE SCREEN.
STREET LEVEL WINDOWS SHOULD BE UNTINTED. TINTED GLASS WITH A MINIMUM VISUAL LIGHT TRANSMITTANCE FACTOR OF
35 IS PERMITTED. MIRRORED OR REFLECTIVE GLASS IS NOT PERMITTED IN ANY LOCATION.
TRAFFIC CONTROL PLANS SHOWING SIGNAGE AND PAVEMENT MARKINGS SHALL BE PREPARED IN ACCORDANCE WITH
THE GUIDANCE OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE DEVELOPER IS RESPONSIBLE FOR THE
INITIAL INSTALLATION OF THE DEVICES OR MARKINGS AND THE MAINTENANCE THEREOF UNTIL THE PUBLIC ACCEPTS THE
STREET FOR MAINTENANCE. ALL TRAFFIC CONTROL SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC SHEETING
DUMPSTERS SHALL BE SET ON A CONCRETE BED AND SHALL BE HIDDEN BY AN OPAQUE FENCE OR WALL OF SUFFICIENT
HEIGHT TO SCREEN THE BIN AND ANY APPURTENANCES, BUT NOT LESS THAN 6' IN HEIGHT.
WHEREVER USED, FENCES AND WALLS SHOULD BE CONSTRUCTED TO MATCH THE ARCHITECTURAL DETAIL OF THE MAIN
BUILDING.
ALL MECHANICAL EQUIPMENT AND ROOFTOP EQUIPMENT SHALL BE SCREENED FROM VIEW WITH AN OPAQUE SCREEN.
ALL COORDINATE DATA IS REFERENCED TO A NORTH/SOUTH, EAST/WEST GRID.
SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED BY THIS LAYOUT PLAN IMMEDIATELY TO
HENSON FOLEY FOR DECISION.
SURVEYOR SHALL CONTACT HENSONFOLEY IMMEDIATELY UPON COMPLETION OF FIELD STAKING, PRIOR TO
CONSTRUCTION.
SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND ACCESS POINT LOCATIONS.
ROADWAY AND PARKING DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
SEE ARCHITECTURAL PLANS TO COORDINATE AND VERIFY DETAILED LAYOUT ADJACENT TO BUILDING.
CONTRACTOR SHALL FURNISH PE SEALED SHOP DRAWINGS FOR RETAINING WALLS PRIOR TO INSTALLATION. ALL
RETAINING WALLS REQUIRING SPECIAL INSPECTIONS (>5' IN HEIGHT) SHALL MEET THE REQUIREMENTS OF THE MCSBC
CHAPTER 17-SPECIAL INSPECTION S AS DETAILED PER THE MECKLENBURG COUNTY CODE ENFORCEMENT SPECIAL
INSPECTIONS PROCESS.
ADDITIONALLY, COPIES OF THE RETAINING WALL PLANS SHALL BE SUBMITTED TO THE
HUNTERSVILLE ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL. THE TOWN OF HUNTERSVILLE SHALL BE COPIED
ON ALL STATEMENTS OF SPECIAL INSPECTIONS, SPECIAL INSPECTIONS, FINAL REPORTS, AND DESIGN PRINCIPAL IN
CHARGE (DPIRC) LETTERS.
ALL BUILDING AND MONUMENT SIGNS WILL BE PERMITTED SEPARATELY.
HensonFoley
FUTURE DRIVEWAY
CONNECTION BY CPCC
VAN
1' SIDEWALK EASEMENT
1.
2.
VAN
EXISTING POWER POLE
GENERAL NOTES:
FUTURE PARKING
PROVIDED BY CPCC
REVISIONS:
ZONING CODE SUMMARY
EXISTING DRIVEWAY
EXISTING BOLLARDS
VERHOEFF ROAD IMPROVEMENTS
EXISTING POWER POLE
EXISTING TREES
TO REMAIN
C03 - SITE PLAN.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:33 AM
ITEM
PROVIDED
1
BUILDING SIZE
24,700 SF
2
PARKING SPACES REQUIRED
***** SPACES
3
PARKING SPACES PROVIDED
***** SPACES
4
MIN. DRIVE AISLE WIDTH
AS NOTED
5
MIN. DRIVEWAY RADIUS
AS NOTED
6
HANDICAP SPACES
***** (1 VAN)
7
BUILDING HEIGHTS
*****
8
BICYCLE PARKING
SHOWN ON PLAN
ITEM#
EXISTING FIRE HYDRANT
IMPROVEMENTS TO VERHOEFF DRIVE ARE REQUIRED.
IN ADDITION VERHOEFF DRIVE IS BEING IMPROVED
TO MEET THE TOWNS SECTION. THESE IMPROVEMENTS
ARE TO BE DONE BY THE TOWN AND ARE
ANTICIPATED TO BE COMPLETE WHEN THE FACILITY IS
OPEN. COORDINATION WITH DRIVEWAY
CONNECTION, SIDEWALK, STREET TREES ETC. WILL BE
REQUIRED WITH PLANS ARE COMPLETE.
C03 - SITE PLAN.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C03
216014
DRAWN BY: JAH
OF
12
TREE PROTECTION
TOHLDS #601.1
2.
SITE
797
796
795
794
793
TREE PROTECTION
TOHLDS #601.1
EXISTING WOOD WALLS AND
FOOT BRIDGE TO BE REMOVED
4.
5.
INLET PROTECTION
TOHLDS #519.1
6.
CONSTRUCTION ENTRANCE
TOHLDS #514.1
7.
EXISTING LIGHT POLE
TO BE REMOVED
8.
CONSTRUCTION SEQUENCE:
1.
EXISTING POSTS TO BE REMOVED
SILT FENCE
TOHLDS #507.1
TOTAL LIMIT OF DISTURBANCE
3.84AC
CALL ULOCO
BEFORE YOU DIG
EXISTING POSTS AND
SCOREBOARD TO BE REMOVED
2.
EXISTING ELEC. METER AND
LIGHT POLE TO BE REMOVED
1.
3.
4.
1-800-632-4949
INLET PROTECTION
TOHLDS #519.1
1.
TOTAL DISTURBED AREA: 3.84 AC
2.
3.
EXISTING PATH SECTION
TO BE REMOVED
4.
EXISTING TREE AND GROUP
OF SHRUBS TO BE REMOVED
5.
6.
INLET PROTECTION
TOHLDS #519.1
DISTURBED LIMITS
0.14 AC
7.
8.
EXISTING TREE AND GROUP
OF SHRUBS TO BE REMOVED
TREE PROTECTION
TOHLDS #601.1
INSTALL TREE / VEGETATION PROTECTION MEASURES ALONG BUFFER AREA(S) AND ANY TREE SAVE
AREAS DELINEATED ON THE PLAN.
THE BUFFER LINE (MEASURED FROM THE CREEK BANK OR PROPERTY LINE, OR WHATEVER IS
APPLICABLE) SHALL BE STAKED.
PROTECTION MEASURES SHALL BE INSTALLED AS DICTATED BY THE DRIP-LINE OF VEGETATION THAT
IS WITHIN THE BUFFER. WHERE DRIP-LINE(S) DO NOT EXTEND BEYOND THE BUFFER LINE, THE BUFFER
LINE SHALL BE RESPECTED.
TREE / VEGETATION PROTECTED MEASURES MUST BE USED WHERE ANY CLEARING OR GRADING
ACTIVITIES WILL OCCUR WITHIN 100' OF A BUFFER.
PROTECTION MEASURES SHALL BE ORANGE TREE FENCING.
REQUEST TREE INSPECTION - MECKLENBURG COUNTY, BRIAN SIFFORD, 980-721-0924, AND TOWN
OF HUNTERSVILLE PLANNING STAFF, 704-875-7000.
SETUP PRE-CONSTRUCTION CONFERENCE WITH MECKLENBURG COUNTY LAND DEVELOPMENT AND
TOWN OF HUNTERSVILLE PLANNING STAFF, 704-875-7000.
DURING THE DEVELOPMENT AND CONSTRUCTION OF A NON-RESIDENTIAL DEVELOPMENT, OR ANY
LOT THEREIN, ADEQUATE PROTECTIVE MEASURES SHALL BE PROVIDED TO MINIMIZE DAMAGE TO
EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. THE SUBDIVIDER, DEVELOPER AND
BUILDER SHALL MAKE EVERY REASONABLE EFFORT TO PROTECT AND RETAIN EXISTING TREES AND
SHRUBBERY NOT ACTUALLY LYING IN PUBLIC ROADWAYS, DRAINAGEWAYS, BUILDING
FOUNDATION SITES AND A CONSTRUCTION ACTIVITY AREA EQUAL TO 20' AROUND THE BUILDING
FOUNDATION, PRIVATE DRIVEWAYS, PATHS AND TRAILS. GENERALLY, ALL TREES MEASURING 8" IN
CALIPER MEASURED AT DBH (4'-5' ABOVE GROUND) SHOULD BE PRESERVED AND PROTECTED.
SUBDIVISION PLANS AND COMMERCIAL BUILDING PLANS SHALL SHOW THE LOCATION OF TREE
SAVE AREAS AND TREE PROTECTION FENCING.
THE FOLLOWING MEASURES SHALL BE FOLLOWED TO PROTECT
EXISTING TREES TO BE RETAINED ON A DEVELOPING SITE:
1.
SILT FENCE OUTLET
TOHLDS #509.1
INLET PROTECTION
TOHLDS #519.1
INLET PROTECTION
SILT FENCE
TOHLDS #507.1
TREE PROTECTION
TOHLDS #601.1
RIP RAP
TREE PROTECTION
TOHLDS #601.1
2.
SILT FENCE OUTLET
TOHLDS #509.1
SILT FENCE
3.
4.
DENUDED LIMITS
5.
LEGEND
LEGEND
SILT FENCE OUTLET
TOHLDS #509.1
6.
7.
8.
INLET PROTECTION
TOHLDS #519.1
EROSION CONTROL NOTES:
INLET PROTECTION
TOHLDS #519.1
1.
2.
3.
INLET PROTECTION
TOHLDS #519.1
4.
5.
ALL TOHLD "STD." NUMBERS REFER TO THE TOWN OF HUNTERSVILLE LAND DEVELOPMENT STANDARDS
MANUAL.
ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED AS SPECIFIED BELOW:
1.
3.
TEMPORARY CONSTRUCTION ENTRANCE
TOHLDS #514.1
REPAIR TO ORIGINAL CONDITIONS
4.
5.
FES 3
20
40
80
1.
2.
0 69
77 7 7
8 6
76 7
EXISTING TREE TO BE
REMOVED (TYP.)
SILT FENCE
TOHLDS #507.1
RIPRAP TOHLDS # 306.1
REPLACE EXISTING
12" RCP WITH 18" RCP
FES 1
6.
ALL TREES WITHIN
POND LIMITS TO BE
REMOVED
(INCLUDING DAM)
SKIMMER
TOHLDS #503.1
FES 2
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED OWNERS.
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE
BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE
RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE TOWN OF HUNTERSVILLE, AS
ADMINISTERED BY MECKLENBURG COUNTY.
LUESA HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND
DOES NOT ASSUME RESPONSIBILITY FOR THEM.
ALL ROOF DRAINS TO CONNECT TO UNDERGROUND STORM DRAINAGE SYSTEM.
REVISIONS:
HUNTERSVILLE NOTES:
3.84AC
PRIOR TO CONSTRUCTION, TREE PROTECTION BARRIERS SHALL BE PLACED AROUND ALL TREES TO
BE SAVED AND THEIR ROOT PROTECTION AREA(S), TO PREVENT DAMAGE TO TREES OVER 8 INCHES
IN CALIPER. THESE BARRICADES SHALL BE INSTALLED PRIOR TO GRADING, CONSTRUCTION, OR
OTHER LAND DISTURBING ACTIVITY. THE BARRICADES SHALL BE CONSTRUCTED FROM MATERIAL
SUBSTANTIAL ENOUGH TO PROTECT ROOTS, TRUNK, AND CROWN OF THE TREE, SUCH AS 2"X4"
STANDARDS AND 1"X4" RAILS, SILT FENCING OR ORANGE SAFETY FENCING, MINIMUM 4 FT. IN
HEIGHT ON METAL POSTS. THE BARRICADE SHALL BE PLACED AT A DISTANCE FROM THE TRUNK,
EQUAL TO THE FARTHEST DRIP LINE OF THE TREE AND SHOULD INCLUDE THE TOTAL AREA BENEATH
THE TREE CANOPY. ALTERNATIVE TREE PROTECTION MEASURES PROPOSED BY THE DEVELOPER WILL
ALSO BE CONSIDERED IN ORDER TO ASSURE MAXIMUM PRESERVATION ON SPECIFIC SITES.
NO SOIL DISTURBANCE OR COMPACTION, STOCK PILING OF SOIL OR OTHER CONSTRUCTION
MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF HEAVY EQUIPMENT ARE ALLOWED IN THE AREAS
DESIGNATED FOR PROTECTION
ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM.
PRUNING OF EXISTING TREES SHALL BE DONE ACCORDING TO THE NATIONAL ARBORISTS
ASSOCIATION STANDARDS IN A MANNER THAT PRESERVES THE CHARACTER OF THE CROWN.
GRADING MUST NOT ENCROACH ON A TREE ROOT ZONE IN WAYS THAT THREATEN THE SURVIVAL
OF THE TREE. ROOT CUTS AND FILLS MUST BE LIMITED TO 1/4 OF THE AREA WITHIN THE DRIP LINE OF
THE TREE. ANY CUTS MUST BE CLEAN AND PAINTED PROMPTLY WITH A TREE PAINT.
NO ROPES, SIGNS, WIRES, UNPROTECTED ELECTRICAL INSTALLATION OR OTHER DEVICES OR
MATERIAL, SHALL BE SECURED OR FASTENED AROUND OR THROUGH A TREE SHRUB.
A GRADING PERMIT SHALL NOT BE ISSUED PRIOR TO APPROVAL OF A TREE PROTECTION PLAN.
IF A TREE PRESERVATION AREA IS DISTURBED FOR ANY REASON, IT SHALL BE RESTORED AT A RATE OF
10 TREES PER 1000 SQUARE FEET. TREES TO BE PLANTED SHALL HAVE A MINIMUM CALIPER OF 2"
MEASURED 6" ABOVE THE ROOTBALL, SHALL BE MINIMUM 8' TO 10' IN HEIGHT AT INSTALLATION,
AND SHALL BE AT LEAST 75% LARGE MATURING VARIETIES. WHERE A DISTURBED AREA ALSO
FUNCTIONED TO BUFFER ADJACENT PROPERTIES OR PUBLIC STREET(S), AT LEAST 50% OF THE TREES
SHALL BE EVERGREEN VARIETIES. TREES SHALL BE DISTRIBUTED THROUGHOUT THE DISTURBED AREA
IN SUCH A WAY AS TO EFFECTIVELY REPLACE THE VEGETATION DISTURBED. IN AREAS OD SEVERE
DISTURBANCE, SUPPLEMENTAL PLANTING OF SHRUBS AND UNDERSTORY MAY ALSO BE REQUIRED
BY STAFF. A PLANTING PLAN IS REQUIRED FOR STAFF REVIEW AND APPROVAL PRIOR TO
COMMENCEMENT OF PLANTING.
GENERAL EROSION NOTES:
2.
INLET PROTECTION
TOHLDS #519.1
C04 - EROSION PH1.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:33 AM
NORTH ARROW
0
ENHANCED CONSTRUCTION SEQUENCE:
EXISTING LIGHT POLE TO BE REMOVED
SILT FENCE
TOHLDS #507.1
S
SCALE: N.T.S.
E
VICINITY MAP
C COPYRIGHT 2015
N
3.84AC
PIN # 01742110
28078
SILT FENCE
TOHLDS #507.1
EXISTING TREE TO BE
REMOVED (TYP.)
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE MECKLENBURG COUNTY
LUESA.
2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE FOLLOWING DEPARTMENTS: LUESA
EROSION CONTROL INSPECTOR, LAND DEVELOPMENT INSPECTOR AND ZONING INSPECTOR.
FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS
SUBJECT TO FINE.
3. INSTALL, CONSTRUCTION ENTRANCE, SILT FENCING, DITCHES. AND OTHER MEASURES AS SHOWN
ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING
PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
7. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM
DRAINAGE, SIDEWALKS, DRIVEWAY ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY
IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURE.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
11. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED;
MEASURES ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS,
AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP
CONSTRUCTION.
W
NORTH
EXISTING TRAIL SECTION
TO BE REMOVED
EROSION CONTROL PHASE 1
SILT FENCE
TOHLDS #507.1
3.
ENHANCED EROSION CONTROL MEASURES ARE REQUIRED TO BE INSTALLED IN THE GOOSE CREEK
WATERSHED AREA, MCDOWELL WATERSHED AREA, CRITICAL AND PROTECTED WATERSHED
DISTRICTS FOR LAKE NORMAN, MT.. ISLAND AND LAKE WYLIE AND 303(D) LISTED STREAMS
INCLUDING LAND WITHIN 500' OF THE STREAM (MCDOWELL CREEK, ROCKY RIVER, CLARKE CREEK,
LONG CREEK, IRWIN CREEK, SUGAR CREEK, MCALPINE CREEK, MCKEE CREEK, SIX-MILE CREEK,
NORTH FORK CROOKED CREEK, AND GOOSE CREEK).
SURFACE WATER DRAW DOWN DEVICES (RISERS OR SKIMMERS) SHALL BE INSTALLED IN ALL
SEDIMENT BASINS. FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS. ROCK
FOREBAY EMBANKMENTS MAY BE USED IN LIEU OF POROUS BAFFLES.
POLYACRYLAMIDES, PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS
WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE, OR BUILDING FOUNDATION IS BEING PUMPED OUT
TO REMOVE SEDIMENT LADEN WATER. PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING
PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE INSPECTED AND
APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE
WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. OR OTHER WATER QUALITY BUFFERS. HIGH
HAZARD SILT FENCE WITH WIRE BACKING AND WASHED STONE WILL BE INSTALLED AS DETERMINED
NECESSARY BY THE COUNTY ENGINEER OR FIELD INSPECTOR.
THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20
ACRES, UNLESS APPROVED BY THE COUNTY ENGINEERING.
A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE
FEATURES SUCH AS INTERMITTENT AN PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL
DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY
COUNTY STAFF.
INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN FIVE (5)
WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP TO HEIGHT.
PERMANENT TERRACES SHALL BE INSTALLED ON 2:1 OR STEEPER SLOPES OVER 19 FEET IN HEIGHT TO
REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES.
HensonFoley
1.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
ENHANCED EROSION CONTROL NOTES:
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF THE CITY/COUNTY ENGINEERING DEPARTMENT.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING (CMLDS #30.16)
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN REQUIRED SPECIFICALLY AS PART
OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
10. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE-CONSTRUCTION MEETING.
11. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP
DESIGN MANUAL.
12. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM >=5' IN HEIGHT FROM THE NATURAL GRADE. SOIL
COMPACTION MUST BE 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER.
3.
COMMUNITY ENCROACHMENT LINE MUST BE MARKED AND MAINTAINED ON SITE UNTIL FINAL
GRADING IS COMPLETED.
INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT.
ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE MECKLENBURG COUNTY LAND USE AND
ENVIRONMENTAL SERVICES AGENCY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED
TO: ROUTINE INSPECTIONS; RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR
OHTER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED
AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS OR
WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORM WATER
PERMIT; AND JOINT INSPECTION WITH OTHER AGENCIES INSPECTION UNDER ENVIRONMENTAL AND
SAFETY LAWS. INSPECTIONS MAY INCLUDE, BUT ARE LIMITED TO: REVIEWING MAINTENANCE AND
REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIAL OR
WATER IN BMP'S; EVALUATING THE CONDITION OF BMPS AND STORM WATER MANAGEMENT
PRACTICES.
RIGHT OF ENTRY FOR INSPECTION. WHEN ANY NEW BMP IS INSTALLED ON PRIVATE PROPERTY, THE
PROPERTY OWNER SHALL GRANT TO THE MECKLENBURG COUNTY LAND USE AND ENVIRONMENTAL
SERVICES AGENCY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A A
REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. THIS INCLUDES THE RIGHT TO ENTER A
PROPERTY WHEN THE MECKLENBURG COUNTY LAND USE AND ENVIRONMENTAL SERVICES
AGENCY HAS A REASONABLE BASIS TO BELIEVE THAT A VIOLATION OF THIS REGULATION IS
OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC
NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION.
C04 - EROSION PH1.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C04
216014
DRAWN BY: JAH
OF
12
2.
INLET PROTECTION
TOHLDS #519.1
3.
TREE PROTECTION
TOHLDS #601.1
4.
CB 1
5.
FIRE LANE
FIRE LANE
EX 1
FIRE LANE
796
FIRE LANE
6.
797
798
796
INLET PROTECTION
TOHLDS #519.1
7.
25' BUILD TO LINE
8.
797
CONSTRUCTION SEQUENCE:
79
1.
3.84AC
MEN'S
10
INLET PROTECTION
TOHLDS #519.1
STORAGE
08
GALLERY
02
3.
OPEN
OFFICE
07
FRONT DESK
03
1.
2.
791
3.
795
7
79
4.
794
5.
6.
INLET PROTECTION
TOHLDS #519.1
793
8.
790
795
9
EX 3
78
TREE PROTECTION
TOHLDS #601.1
INLET PROTECTION
TOHLDS #519.1
8
78
CB 4
793
794
1.
SILT FENCE OUTLET
TOHLDS #509.1
792
INLET PROTECTION
TOHLDS #519.1
INLET PROTECTION
794
TREE PROTECTION
TOHLDS #601.1
795
794
SILT FENCE
TOHLDS #507.1
SILT FENCE
TOHLDS #507.1
RIP RAP
TREE PROTECTION
TOHLDS #601.1
2.
SILT FENCE OUTLET
TOHLDS #509.1
SILT FENCE
DENUDED LIMITS
JB 5
3.
4.
5.
SILT FENCE OUTLET
TOHLDS #509.1
EXISTING BOLLARDS,
LEGEND
EX 5
6.
7.
8.
INLET PROTECTION
TOHLDS #519.1
EROSION CONTROL NOTES:
1.
2.
INLET PROTECTION
TOHLDS #519.1
3.
5.
25' BUILD TO LINE
EXISTING R/W
EXISTING EOP
4.
EXISTING EOP
INSTALL TREE / VEGETATION PROTECTION MEASURES ALONG BUFFER AREA(S) AND ANY TREE SAVE
AREAS DELINEATED ON THE PLAN.
THE BUFFER LINE (MEASURED FROM THE CREEK BANK OR PROPERTY LINE, OR WHATEVER IS
APPLICABLE) SHALL BE STAKED.
PROTECTION MEASURES SHALL BE INSTALLED AS DICTATED BY THE DRIP-LINE OF VEGETATION THAT
IS WITHIN THE BUFFER. WHERE DRIP-LINE(S) DO NOT EXTEND BEYOND THE BUFFER LINE, THE BUFFER
LINE SHALL BE RESPECTED.
TREE / VEGETATION PROTECTED MEASURES MUST BE USED WHERE ANY CLEARING OR GRADING
ACTIVITIES WILL OCCUR WITHIN 100' OF A BUFFER.
PROTECTION MEASURES SHALL BE ORANGE TREE FENCING.
REQUEST TREE INSPECTION - MECKLENBURG COUNTY, BRIAN SIFFORD, 980-721-0924, AND TOWN
OF HUNTERSVILLE PLANNING STAFF, 704-875-7000.
SETUP PRE-CONSTRUCTION CONFERENCE WITH MECKLENBURG COUNTY LAND DEVELOPMENT AND
TOWN OF HUNTERSVILLE PLANNING STAFF, 704-875-7000.
DURING THE DEVELOPMENT AND CONSTRUCTION OF A NON-RESIDENTIAL DEVELOPMENT, OR ANY
LOT THEREIN, ADEQUATE PROTECTIVE MEASURES SHALL BE PROVIDED TO MINIMIZE DAMAGE TO
EXISTING TREES AND OTHER VEGETATION TO BE RETAINED. THE SUBDIVIDER, DEVELOPER AND
BUILDER SHALL MAKE EVERY REASONABLE EFFORT TO PROTECT AND RETAIN EXISTING TREES AND
SHRUBBERY NOT ACTUALLY LYING IN PUBLIC ROADWAYS, DRAINAGEWAYS, BUILDING
FOUNDATION SITES AND A CONSTRUCTION ACTIVITY AREA EQUAL TO 20' AROUND THE BUILDING
FOUNDATION, PRIVATE DRIVEWAYS, PATHS AND TRAILS. GENERALLY, ALL TREES MEASURING 8" IN
CALIPER MEASURED AT DBH (4'-5' ABOVE GROUND) SHOULD BE PRESERVED AND PROTECTED.
SUBDIVISION PLANS AND COMMERCIAL BUILDING PLANS SHALL SHOW THE LOCATION OF TREE
SAVE AREAS AND TREE PROTECTION FENCING.
THE FOLLOWING MEASURES SHALL BE FOLLOWED TO PROTECT
EXISTING TREES TO BE RETAINED ON A DEVELOPING SITE:
EX 4
795
796
797
7.
791
DISTURBED LIMITS
2
796
796
79
CB 3
2.
CB 6
796
INLET PROTECTION
TOHLDS #519.1
1.
TOTAL DISTURBED AREA: 3.84 AC
790
797
EX 2
NORTH ARROW
0
20
40
80
ENHANCED CONSTRUCTION SEQUENCE:
792
INLET PROTECTION
TOHLDS #519.1
1-800-632-4949
INLET PROTECTION
TOHLDS #519.1
793
DINING
06
GYMNASIUM
04
VESTIBULE
01
795
794
4.
CONCESSIONS
05
INLET PROTECTION
TOHLDS #519.1
WOMEN'S
09
CB 2
CALL ULOCO
BEFORE YOU DIG
S
MULTIPURPOSE
11
SILT FENCE
TOHLDS #507.1
796
E
SCALE: N.T.S.
C COPYRIGHT 2015
N
2
5
79
79
79
7
796
STORAGE
12
VICINITY MAP
STORAGE
14
JAN.
15
YI 2
FAMILY
18
SHOWER
19
YI 3
ELECT.
17
SEE SHEET C07
FOR UTILITY
DETAILS
STORAGE
20
SPK
16
DATA
24
SM
WS
796
4
79
FIRE LANE
SM
SILT FENCE
TOHLDS #507.1
3
79
YI 1
797
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE MECKLENBURG COUNTY
LUESA.
2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE FOLLOWING DEPARTMENTS: LUESA
EROSION CONTROL INSPECTOR, LAND DEVELOPMENT INSPECTOR AND ZONING INSPECTOR.
FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS
SUBJECT TO FINE.
3. INSTALL, CONSTRUCTION ENTRANCE, SILT FENCING, DITCHES. AND OTHER MEASURES AS SHOWN
ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING
PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
7. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM
DRAINAGE, SIDEWALKS, DRIVEWAY ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY
IMPROVEMENTS, AND ALL ASPECTS OF ROAD CONSTRUCTION.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURE.
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS.
11. THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED;
MEASURES ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP, THE STORM DRAINS, INLETS,
AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP
CONSTRUCTION.
W
7
FIRE LANE
NORTH
INLET PROTECTION
TOHLDS #519.1
79
7
PROPOSED R/W
EXISTING R/W
EXISTING EOP
EXISTING EOP
796
ALL TOHLD "STD." NUMBERS REFER TO THE TOWN OF HUNTERSVILLE LAND DEVELOPMENT STANDARDS
MANUAL.
ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF
THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED AS SPECIFIED BELOW:
INLET PROTECTION
TOHLDS #519.1
GENERAL EROSION NOTES:
1.
2.
3.
TEMPORARY CONSTRUCTION ENTRANCE
TOHLDS #514.1
PRIOR TO CONSTRUCTION, TREE PROTECTION BARRIERS SHALL BE PLACED AROUND ALL TREES TO
BE SAVED AND THEIR ROOT PROTECTION AREA(S), TO PREVENT DAMAGE TO TREES OVER 8 INCHES
IN CALIPER. THESE BARRICADES SHALL BE INSTALLED PRIOR TO GRADING, CONSTRUCTION, OR
OTHER LAND DISTURBING ACTIVITY. THE BARRICADES SHALL BE CONSTRUCTED FROM MATERIAL
SUBSTANTIAL ENOUGH TO PROTECT ROOTS, TRUNK, AND CROWN OF THE TREE, SUCH AS 2"X4"
STANDARDS AND 1"X4" RAILS, SILT FENCING OR ORANGE SAFETY FENCING, MINIMUM 4 FT. IN
HEIGHT ON METAL POSTS. THE BARRICADE SHALL BE PLACED AT A DISTANCE FROM THE TRUNK,
EQUAL TO THE FARTHEST DRIP LINE OF THE TREE AND SHOULD INCLUDE THE TOTAL AREA BENEATH
THE TREE CANOPY. ALTERNATIVE TREE PROTECTION MEASURES PROPOSED BY THE DEVELOPER WILL
ALSO BE CONSIDERED IN ORDER TO ASSURE MAXIMUM PRESERVATION ON SPECIFIC SITES.
NO SOIL DISTURBANCE OR COMPACTION, STOCK PILING OF SOIL OR OTHER CONSTRUCTION
MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF HEAVY EQUIPMENT ARE ALLOWED IN THE AREAS
DESIGNATED FOR PROTECTION
ROOT PRUNING SHALL BE KEPT TO AN ABSOLUTE MINIMUM.
PRUNING OF EXISTING TREES SHALL BE DONE ACCORDING TO THE NATIONAL ARBORISTS
ASSOCIATION STANDARDS IN A MANNER THAT PRESERVES THE CHARACTER OF THE CROWN.
GRADING MUST NOT ENCROACH ON A TREE ROOT ZONE IN WAYS THAT THREATEN THE SURVIVAL
OF THE TREE. ROOT CUTS AND FILLS MUST BE LIMITED TO 1/4 OF THE AREA WITHIN THE DRIP LINE OF
THE TREE. ANY CUTS MUST BE CLEAN AND PAINTED PROMPTLY WITH A TREE PAINT.
NO ROPES, SIGNS, WIRES, UNPROTECTED ELECTRICAL INSTALLATION OR OTHER DEVICES OR
MATERIAL, SHALL BE SECURED OR FASTENED AROUND OR THROUGH A TREE SHRUB.
A GRADING PERMIT SHALL NOT BE ISSUED PRIOR TO APPROVAL OF A TREE PROTECTION PLAN.
IF A TREE PRESERVATION AREA IS DISTURBED FOR ANY REASON, IT SHALL BE RESTORED AT A RATE OF
10 TREES PER 1000 SQUARE FEET. TREES TO BE PLANTED SHALL HAVE A MINIMUM CALIPER OF 2"
MEASURED 6" ABOVE THE ROOTBALL, SHALL BE MINIMUM 8' TO 10' IN HEIGHT AT INSTALLATION,
AND SHALL BE AT LEAST 75% LARGE MATURING VARIETIES. WHERE A DISTURBED AREA ALSO
FUNCTIONED TO BUFFER ADJACENT PROPERTIES OR PUBLIC STREET(S), AT LEAST 50% OF THE TREES
SHALL BE EVERGREEN VARIETIES. TREES SHALL BE DISTRIBUTED THROUGHOUT THE DISTURBED AREA
IN SUCH A WAY AS TO EFFECTIVELY REPLACE THE VEGETATION DISTURBED. IN AREAS OD SEVERE
DISTURBANCE, SUPPLEMENTAL PLANTING OF SHRUBS AND UNDERSTORY MAY ALSO BE REQUIRED
BY STAFF. A PLANTING PLAN IS REQUIRED FOR STAFF REVIEW AND APPROVAL PRIOR TO
COMMENCEMENT OF PLANTING.
4.
5.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED OWNERS.
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT FRINGE
BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO THE
RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE TOWN OF HUNTERSVILLE, AS
ADMINISTERED BY MECKLENBURG COUNTY.
LUESA HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS ON THE SITE AND
DOES NOT ASSUME RESPONSIBILITY FOR THEM.
ALL ROOF DRAINS TO CONNECT TO UNDERGROUND STORM DRAINAGE SYSTEM.
PIN # 01742110
28078
CONSTRUCTION ENTRANCE
TOHLDS #514.1
798
FIRE LANE
EROSION CONTROL PHASE 2
793
794
795
796
797
796
795
SILT FENCE
TOHLDS #507.1
SITE
797
TREE PROTECTION
TOHLDS #601.1
FIRE LANE
797
796
795
794
793
SILT FENCE OUTLET
TOHLDS #509.1
ENHANCED EROSION CONTROL MEASURES ARE REQUIRED TO BE INSTALLED IN THE GOOSE CREEK
WATERSHED AREA, MCDOWELL WATERSHED AREA, CRITICAL AND PROTECTED WATERSHED
DISTRICTS FOR LAKE NORMAN, MT.. ISLAND AND LAKE WYLIE AND 303(D) LISTED STREAMS
INCLUDING LAND WITHIN 500' OF THE STREAM (MCDOWELL CREEK, ROCKY RIVER, CLARKE CREEK,
LONG CREEK, IRWIN CREEK, SUGAR CREEK, MCALPINE CREEK, MCKEE CREEK, SIX-MILE CREEK,
NORTH FORK CROOKED CREEK, AND GOOSE CREEK).
SURFACE WATER DRAW DOWN DEVICES (RISERS OR SKIMMERS) SHALL BE INSTALLED IN ALL
SEDIMENT BASINS. FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS. ROCK
FOREBAY EMBANKMENTS MAY BE USED IN LIEU OF POROUS BAFFLES.
POLYACRYLAMIDES, PAM) SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS
WHENEVER A SEDIMENT TRAP, BASIN, PIT, HOLE, OR BUILDING FOUNDATION IS BEING PUMPED OUT
TO REMOVE SEDIMENT LADEN WATER. PAM IS NOT REQUIRED WHEN ANY OF THE ABOVE IS BEING
PUMPED TO AN APPROVED SEDIMENT BASIN ON SITE. THIS ACTIVITY MUST BE INSPECTED AND
APPROVED BY THE MECKLENBURG COUNTY EROSION CONTROL INSPECTOR.
DOUBLE SILT FENCE SHALL BE USED ALONG WETLANDS, STREAMS, LAKES OR OTHER SURFACE
WATER BODIES AS WELL AS ADJACENT TO ALL S.W.I.M. OR OTHER WATER QUALITY BUFFERS. HIGH
HAZARD SILT FENCE WITH WIRE BACKING AND WASHED STONE WILL BE INSTALLED AS DETERMINED
NECESSARY BY THE COUNTY ENGINEER OR FIELD INSPECTOR.
THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20
ACRES, UNLESS APPROVED BY THE COUNTY ENGINEERING.
A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF DRAINAGE
FEATURES SUCH AS INTERMITTENT AN PERENNIAL STREAMS, PONDS, AND WETLANDS. INCIDENTAL
DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN THE BUFFER AS APPROVED BY
COUNTY STAFF.
INSTALLATION OF TEMPORARY GROUND COVER OR SEEDING MUST BE PERFORMED WITHIN FIVE (5)
WORKING DAYS OR SLOPE DRAINS INSTALLED AFTER FILL SLOPES ARE BROUGHT UP TO HEIGHT.
PERMANENT TERRACES SHALL BE INSTALLED ON 2:1 OR STEEPER SLOPES OVER 19 FEET IN HEIGHT TO
REDUCE RUNOFF VELOCITY COMING DOWN THE SLOPES.
HensonFoley
1.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
ENHANCED EROSION CONTROL NOTES:
REVISIONS:
HUNTERSVILLE NOTES:
1.
SILT FENCE
TOHLDS #507.1
3.84AC
2.
9
70 76 7
07 69
77 77687 76
8 6
76 7
3.84AC
6.
SILT FENCE
TOHLDS #507.1
ALL TREES WITHIN
POND LIMITS TO BE
REMOVED
(INCLUDING DAM)
SKIMMER
TOHLDS #503.1
REPLACE EXISTING
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF THE CITY/COUNTY ENGINEERING DEPARTMENT.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING (CMLDS #30.16)
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN REQUIRED SPECIFICALLY AS PART
OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
10. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE-CONSTRUCTION MEETING.
11. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE BMP
DESIGN MANUAL.
12. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM >=5' IN HEIGHT FROM THE NATURAL GRADE. SOIL
COMPACTION MUST BE 95% PROCTOR AND CERTIFIED BY A LICENSED SOIL ENGINEER.
3.
COMMUNITY ENCROACHMENT LINE MUST BE MARKED AND MAINTAINED ON SITE UNTIL FINAL
GRADING IS COMPLETED.
INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT.
ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE MECKLENBURG COUNTY LAND USE AND
ENVIRONMENTAL SERVICES AGENCY ON ANY REASONABLE BASIS, INCLUDING BUT NOT LIMITED
TO: ROUTINE INSPECTIONS; RANDOM INSPECTIONS; INSPECTIONS BASED UPON COMPLAINTS OR
OHTER NOTICE OF POSSIBLE VIOLATIONS; INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED
AS HIGHER THAN TYPICAL SOURCES OF SEDIMENT OR OTHER CONTAMINANTS OR POLLUTANTS OR
WITH DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE
VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES STORM WATER
PERMIT; AND JOINT INSPECTION WITH OTHER AGENCIES INSPECTION UNDER ENVIRONMENTAL AND
SAFETY LAWS. INSPECTIONS MAY INCLUDE, BUT ARE LIMITED TO: REVIEWING MAINTENANCE AND
REPAIR RECORDS; SAMPLING DISCHARGES, SURFACE WATER, GROUNDWATER, AND MATERIAL OR
WATER IN BMP'S; EVALUATING THE CONDITION OF BMPS AND STORM WATER MANAGEMENT
PRACTICES.
RIGHT OF ENTRY FOR INSPECTION. WHEN ANY NEW BMP IS INSTALLED ON PRIVATE PROPERTY, THE
PROPERTY OWNER SHALL GRANT TO THE MECKLENBURG COUNTY LAND USE AND ENVIRONMENTAL
SERVICES AGENCY THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A A
REASONABLE MANNER FOR THE PURPOSE OF INSPECTION. THIS INCLUDES THE RIGHT TO ENTER A
PROPERTY WHEN THE MECKLENBURG COUNTY LAND USE AND ENVIRONMENTAL SERVICES
AGENCY HAS A REASONABLE BASIS TO BELIEVE THAT A VIOLATION OF THIS REGULATION IS
OCCURRING OR HAS OCCURRED, AND TO ENTER WHEN NECESSARY FOR ABATEMENT OF A PUBLIC
NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION.
C05 - EROSION PH2.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C05 - EROSION PH2.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:34 AM
C05
216014
DRAWN BY: JAH
OF
12
HensonFoley
1. RETAINING WALLS OVER 4' TALL REQUIRE A SEPARATE PERMIT AND INSPECTION.
2. ALL STORM WATER CATCH BASINS, INLETS, MANHOLES, ETC. SHALL BE PERMANENTLY LABELED AS "NO DUMPING,
DRAINS TO RIVER" AND INCLUDE A FISH SYMBOL.
EXISTING
TREES TO
REMAIN
3. SOIL FILL (GEOTECH REPORT SHALL TAKE PRECEDENCE OVER THIS SPECIFICATION IF EXISTS.)
3.1. PLOW, SCARIFY, BENCH, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL
MATERIAL WILL BOND WITH EXISTING MATERIAL.
3.2. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS AS FOLLOWS:
· UNDER GRASS AND PLANTED AREAS, USE SATISFACTORY SOIL MATERIAL.
· UNDER WALKS AND PAVEMENTS, USE SATISFACTORY SOIL MATERIAL.
· UNDER STEPS AND RAMPS, USE ENGINEERED FILL.
· UNDER BUILDING SLABS, USE ENGINEERED FILL.
· UNDER FOOTINGS AND FOUNDATIONS, USE ENGINEERED FILL.
797
797
796
795
794
793
796
EXISTING
TREES TO
REMAIN
795
793
794
795
796
797
EXISTING TREES
TO REMAIN
RAISE EXISTING
GRATE TO MEET
GRADE
CB 1
4. PLACE SOIL FILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE.
EXISTING
TREES TO
REMAIN
RIM 794.50
798.00
SOIL MOISTURE CONTROL
797
2. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE
COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT.
EX 1
796
796
3. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR
ICE.
796
1
7
4
79
3
79
2
797.50
798.00
EXISTING
TREES TO
REMAIN
797.50
796.50
4:1
STORAGE
08
OPEN
OFFICE
07
797.50
795.83
797.33
795.83
796
797
791
5%
5%
EX 3
78
9
795
REPLACE
EXISTING
15" PVC WITH
18" RCP
79
2
793
796
5%
5%
798.60
EXISTING
TREES TO
REMAIN
8
78
787.50
6. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 100 FEET
(30 M) OR LESS OF WALL LENGTH, BUT NO FEWER THAN TWO TESTS.
793
794
7. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST ONE TEST FOR EVERY 150
FEET (46 M) OR LESS OF TRENCH LENGTH, BUT NO FEWER THAN TWO TESTS.
8. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF
COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL MATERIALS TO
DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.
794
792
794
3. FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED
TO VERIFY DESIGN BEARING CAPACITIES. SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING
SUBGRADES MAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED
BY ARCHITECT.
5. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST
ONE TEST FOR EVERY 2000 SQ. FT. (186 SQ. M) OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER
THAN THREE TESTS.
787.00
CALL ULOCO
BEFORE YOU DIG
EXISTING
TREES TO
REMAIN
795
2. ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH
SUBSEQUENT EARTH MOVING ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH
REQUIREMENTS.
4. TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167,
ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND
FREQUENCIES:
EX 4
795
797.45
796
797
CB 4
1.
2.
JB 5
3.
793.00
E
1. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED GEOTECHNICAL ENGINEERING TESTING AGENCY TO
PERFORM TESTS AND INSPECTIONS.
794
7
79
FIELD QUALITY CONTROL
EXISTING
TREES TO
REMAIN
TW 798.50
BW 796.00
5. GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF 1/2 INCH (13 MM) WHEN TESTED WITH A
10-FOOT (3-M) STRAIGHTEDGE.
CB 6
RAISE EXISTING
GRATE TO MEET
GRADE
795
797.00
RIM 795.00
CB 3
796
795.83
EX 2
790
CONCESSIONS
05
3:1
790
798.00
791
792
797.50
797.50
797.33
4. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING.
FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES:
· TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH (25 MM).
· WALKS: PLUS OR MINUS 1 INCH (25 MM).
· PAVEMENTS: PLUS OR MINUS 1/2 INCH (13 MM).
793
798.00
795.83
3. CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.
795
794
VESTIBULE
01
DINING
06
FFE 796.50
STAIRS
7 RISERS
2. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES.
798.00
GYMNASIUM
04
TS 799.70
60
1. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY
WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.
795.83
BS 796.20
796.50
30
4.
EX 5
1-800-632-4949
792.00
EXISTING
TREES TO
REMAIN
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO
THE PUBLIC.
GRADING AND DRAINAGE PLAN
GALLERY
02
FRONT DESK
03
TW 799.50
BW 797.00
NORTH ARROW
15
0
GRADING
FFE 798.00
795.83
5%
WOMEN'S
09
4. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 95 PERCENT.
CB 2
RIM 795.00
S
MULTIPURPOSE
11
JAN.
15
FAMILY
18
797.33
3. COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT
ACCORDING TO ASTM D 698:
· UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RECOMPACT TOP 12 INCHES
(300 MM) OF EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 100 PERCENT.
· UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW SUBGRADE AND
COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT.
· UNDER TURF OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6 INCHES (150 MM) BELOW SUBGRADE
AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 85 PERCENT.
N
STORAGE
12
ELECT.
17
SHOWER
19
YI 2
RIM 795.00795.83
3.84AC
798.00
MEN'S
10
3.84AC
STORAGE
14
SPK
16
796.30
796
STORAGE
20
YI 3
796.40
RIM 796.40
TW 799.50
BW 797.00
799.70
798.00
W
798.00
C COPYRIGHT 2015
2. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND
UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE.
PIN # 01742110
28078
795.83
79
7
796
797.80
DATA
24
796
795.83
797.50
797.50
1. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES (200 MM) IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES (100 MM) IN LOOSE
DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.
79
5
79
797.50
797.10
TW 798.70
BW 796.20
79
79
7
COMPACTION OF SOIL BACKFILLS AND FILLS
YI 1
RIM 796.00
797
4. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS
OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT.
4:
797
798
798
1. REVISE PERCENTAGES IN THIS ARTICLE ACCORDING TO GEOTECHNICAL ENGINEER'S WRITTEN RECOMMENDATIONS.
798.50
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
GENERAL NOTES:
REVISIONS:
0 69
77 7 7
8 6
76 7
3.84AC
C06 - GRADING.DWG
PROJECT NUMBER:
REPLACE EXISTING
*SEE C12 FOR DETENTION POND
C06 - GRADING.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:34 AM
DATE: 08/26/2016
*UNLESS OTHERWISE NOTED, ALL PROPOSED PIPE TO BE RCP
SHEET
C06
216014
DRAWN BY: JAH
OF
12
3.
4.
1-800-632-4949
PRE-DEVELOPED
POST-DEVELOPED
2.
CONSTRUCTION.
THE PUBLIC.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
1.
HensonFoley
CALL ULOCO
BEFORE YOU DIG
W
S
N
E
C COPYRIGHT 2015
NORTH ARROW
0
50
100
200
797
796
795
794
793
796
797
796
795
794
793
FIRE LANE
795
793
794
795
796
797
CB 1
FIRE LANE
EX 1
FIRE LANE
796
FIRE LANE
FIRE LANE
797
798
798
FIRE LANE
796
25' BUILD TO LINE
7
FIRE LANE
2
79
PROPOSED R/W
EXISTING R/W
EXISTING EOP
797
7
79
EXISTING EOP
796
3
79
YI 1
797
7
796
79
5
79
4
79
FIRE LANE
STORAGE
12
DATA
24
STORAGE
14
MULTIPURPOSE
11
JAN.
15
FAMILY
18
SHOWER
19
ELECT.
17
STORAGE
20
SPK
16
MEN'S
10
MULTIPURPOSE
11
WOMEN'S
09
795
794
790
CB 6
796
797
791
792
793
DINING
06
GYMNASIUM
04
VESTIBULE
01
FRONT DESK
03
OPEN
OFFICE
07
STORAGE
08
GALLERY
02
7
794
79
795
CB 3
790
791
793
EX 3
78
9
795
79
2
796
796
788
EX 4
793
794
796
CB 4
797
EX 2
REVISIONS:
795
794
792
794
JAN.
15
WOMEN'S
09
VESTIBULE
01
DINING
06
GYMNASIUM
04
FRONT DESK
03
OPEN
OFFICE
07
STORAGE
08
GALLERY
02
CONCESSIONS
05
MEN'S
10
CB 2
795
DATA
24
SPK
16
STORAGE
12
STORAGE
14
FAMILY
18
ELECT.
17
STORAGE
20
YI 2
796
CONCESSIONS
05
SHOWER
19
YI 3
79
796
DRAINAGE AREA MAP
797
PIN # 01742110
28078
JB 5
TOTAL POND
DRAINAGE AREA
715,217 SF
16.42 AC
25' BUILD TO LINE
EXISTING R/W
EXISTING EOP
TOTAL POND
DRAINAGE AREA
740,634 SF
17.00 AC
EXISTING EOP
EX 5
EXISTING IMPERVIOUS
138,717 SF
3.18 AC
EXISTING IMPERVIOUS
146,950 SF
3.37 AC
EX. + PROPOSED IMPERVIOUS
183,175 SF
4.20 AC
0 69
77 7 7
8 6
76 7
POND 1
POND 1
764 - 2,012 SF
765 - 3,457 SF
766 - 4,760 SF
767 - 6,230 SF
768 - 8,000 SF
769 - 10,333 SF
770 - 13,472 SF
771 - 17,635 SF
C06A - DRAINAGE AREA MAP.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C06A - DRAINAGE AREA MAP.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:35 AM
C07
216014
DRAWN BY: JAH
OF
12
3.
4.
1-800-632-4949
NOTE:
GENERAL SITE UTILITY NOTES:
1. ANY WORK RELATED TO SITE UTILITY CONNECTION AND CONSTRUCTION IS THE
RESPONSIBILITY OF THE OWNER/GENERAL CONTRACTOR. WHERE WORK TAKES PLACE IN
THE RIGHT-OF-WAY, OR ON ADJACENT PROPERTY, THE GENERAL CONTRACTOR WILL BE
RESPONSIBLE FOR ANY REPAIRS TO THE CURB, LANDSCAPE, TURF, AND IRRIGATION
SYSTEM.
1. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCE AND ARE APPROXIMATE.
2. CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE
ALL PIPES AND FITTINGS SHALL BE INSPECTED BY THE BUILDING INSPECTOR PRIOR TO BEING COVERED.
INSTALLATION OF THE UTILITIES.
3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY
LOCAL UTILITY.
4. ALL WATER LINES SHALL HAVE A MINIMUM COVER OF 36" ABOVE TOP OF PIPE.
5. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH STORM SEWER OR OTHER
UTILITIES.
6. CLEANOUTS ARE TO BE SPACED FOR A MAXIMUM OF 75 FEET ON 4" LINES AND 100 FEET ON 6" LINES.
7. LOCATION, SIZE AND INVERT ELEVATIONS OF SANITARY SEWER SHALL BE COORDINATED WITH THE APPROVED
BUILDING.
PLUMBING PLANS FOR THE
797
796
795
794
793
8. THRUST BLOCKS ARE REQUIRED AT EACH FIRE HYDRANT, TEE, BLOWOFF, AND ELBOW.
FIRE LANE
9. GENERAL CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN 5' OF BUILDING. PLUMBING CONTRACTOR SHALL BE
IN THE BUILDING AND WITHIN 5' OF THE BUILDING.
RESPONSIBLE FOR UTILITIES
10. INSTALLATION AND REPAIR OF UNDERGROUND ELECTRICAL, GAS AND TELEPHONE UTILITIES AND DISTURBED AREAS SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR OR APPLICABLE UTILITY COMPANY. THE DISTURBED AREAS BENEATH EXISTING ASPHALT
SHALL BE RE-COMPACTED TO THE REQUIRED SPECIFICATIONS, AND THE STONE BASE AND ASPHALT BE RETURNED TO ITS ORIGINAL CONDITION.
11. THE GENERAL CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY DEPARTMENT. FEES SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
12. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER
WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.
FIRE LANE
25' BUILD TO LINE
FIRE LANE
E
LOWEST
POINT
OR RELIEF
VALVE
OUTLET
7.
ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR.
TYPE K OR L COPPER TUBING
PIPE. 1" MIN. GALVANIZED
STEEL PIPE OR SCH. 40 PVC
PIPE WITH SCH. 80 PVC FITTINGS.
SEE NOTE #2
SLOPE GROUND
AWAY FROM
COVER (TYP.)
STORAGE
08
CLT WATER REQUIRED BPA
ABOVE GROUND
SEE ARCH PLANS FOR
CONTINUATION
IF USING PVC PIPE, HORIZONTAL
BRACING IS RECOMMENDED.
S
CLT WATER
METER
5.3.2016
VERSION DATE
13
W TE
DINING
06
VESTIBULE
01
PUBLIC
WATER
MAIN
VERSION NO.
WATER
CHARLOTTE
SEE
NOTE #4 & #5
PROPERTY
LINE
IF USING PVC PIPE VERTICAL BRACING
IS REQUIRED
C H A LO T T E
FRONT DESK
03
OPEN
OFFICE
07
ZONING
SETBACK
MIN. 4" THICK
#67 WASHED
STONE OR
CONCRETE PAD
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S.
CHECK VALVE #1
COVER MUST NOT
OBSTRUCT VALVE
BEING FULLY
OPENED
INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE
INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR
FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BPA.
6.
ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE
OUTSIDE OF ZONING SET-BACK DIRECTLY BEHIND METER.
7.
THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER - REQUIRED BACKFLOW PREVENTER.
8.
EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CHARLOTTE WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
RESULTS TO CLT WATER.
9.
ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR.
CHECK VALVE #2
RESTRAINED JOINT
SEE NOTE #3
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CLT WATER
REQUIREMENT.
FLOW
LOWEST
POINT
DUCTILE IRON PIPE OR
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
ON EACH END OF ASSEMBLY.
SEE NOTE #3
12" MIN.
30" MAX.
SLOPE GROUND
AWAY FROM
COVER
SEE NOTE #4
SLEEVE REQUIRED
(TYP.)
SLEEVE REQUIRED
(TYP.)
SUPPORT, PAD AND
CONCRETE FOOTINGS AS
REQUIRED BY SYSTEM DESIGNER
RESTRAINED JOINT
SEE NOTE #3
ZONING
SETBACK
CLT WATER REQUIRED BPA
ABOVE GROUND
MIN. 4" THICK
CONCRETE PAD
REQUIRED
SEE
NOTE #6 & #7
PROPERTY
LINE
ROAD R/W
CLT WATER
METER
PUBLIC
WATER
MAIN
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S.
VERSION DATE
05.03.2016
VERSION NO.
A CITY OF CHARLOTTE DEPARTMENT
SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12"
SHALL BE SUPPORTED AT EACH VALVE.
STANDARD DETAILS
BACKFLOW PREVENTION
6" MIN.
TEST COCK #1
4.
5.
SHUT-OFF VALVE #2
SEE NOTE #2
SHUT-OFF VALVE #1
SEE NOTE #2
W TE
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4
3.
DOUBLE CHECK VALVE ASSEMBLY
DOUBLE CHECK VALVE ASSEMBLY (DC)
2 1/ 2" - 12" ABOVE GROUND
1.2
FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y)
HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON APPROVED LIST
AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES ARE REQUIRED.
WATER
2.
CHARLOTTE
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
C H A LO T T E
NOTES:
1.
MAINLINE CENTERLINE
CLEAN OUT - INV. 792.08
GROUND ELEV +/-795
R/W
GROUND +/- 795
REVISIONS:
EXISTING FIRE HYDRANT
DRIVE
PROPOSED 4" S.S.
LATERAL AT 3.00%
MINIMUM SLOPE
EXIST. 8" S.S. MAIN LINE
INV. 791.65
C07 - UTILITY.DWG
PROJECT NUMBER:
SEWER CONNECTION FOR HUNTERSVILLE
RECREATION CENTER
DATE: 08/26/2016
SHEET
C07 - UTILITY.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:35 AM
UTILITY PLAN
TEST COCK #1
PIN # 01742110
28078
EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
RESULTS TO CLT WATER.
6.
A CITY OF CHARLOTTE DEPARTMENT
THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER-USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER - REQUIRED BACKFLOW PREVENTER.
STANDARD DETAILS
BACKFLOW PREVENTION
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CLT WATER
REQUIREMENTS.
12" MIN.
30" MAX.
MEN'S
10
WOMEN'S
09
GALLERY
02
ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE
OUTSIDE OF ZONING SET-BACK DIRECTLY BEHIND METER.
STRAINER
RECOMMENDED
ENCLOSURE TO INCLUDE TAMPER SWITCHES WHICH NEED TO BE WIRED TO
MAIN ALARM PANEL.
GYMNASIUM
04
4.
5.
CONCESSIONS
05
INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER
ENCLOSURE INFORMATION - HEATED INSULATED ENCLOSURE IS
RECOMMENDED. NO INSULATION SHALL BE WRAPPED AROUND BPA.
STANDARD NO.
CHECK VALVE #1
6" PROPOSED A/G RPPA BPA INSTALLED ABOVE GROUND IN HEATED INSULATED
ENCLOSURE PER CMUD REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORT(S)
FOR DISCHARGE WATER PER CMUD REQUIREMENTS. (SEE DETAIL # 2)
C.O. INV 794.78
1" PROPOSED A/G RPPA BPA INSTALLED ABOVE GROUND IN
HEATED INSULATED ENCLOSURE PER CMUD REQUIREMENTS.
ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE
WATER PER CMUD REQUIREMENTS. (SEE DETAIL # 13)
3.
CHECK VALVE #2
FLOW
IRRIGATION
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS & SPECIFICATIONS. IF USING PVC PIPE / FITTINGS,
VERTICAL SUPPORT IS REQUIRED AND HORIZONTAL BRACING IS
RECOMMENDED.
NO SCALE
SHUT-OFF VALVE #2
2.
REDUCED PRESSURE PRINCIPLE
ASSEMBLY (RP) 3/4" - 1" ABOVE GROUND
1.1
SHUT-OFF VALVE #1
288 LF OF 4" PVC SS @1.08%
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
STANDARD NO.
STORAGE
12
STORAGE
14
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
1.
NO SCALE
NOTES:
SEE PLUMBING PLANS
FOR CONTINUATION
FIRE
3" PROPOSED A/G RPPA BPA INSTALLED ABOVE GROUND IN
HEATED INSULATED ENCLOSURE PER CMUD REQUIREMENTS.
ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE
WATER PER CMUD REQUIREMENTS. (SEE DETAIL # 1)
60
C.O. INV 794.02
JAN.
15
SHOWER
19
ELECT.
17
STORAGE
20
DATA
24
SM
SPK
16
C.O.
FAMILY
18
SM
WS
30
5. ADD 4" DIAMETER SLEEVES TO ALL ISOLATED PLANTING AREAS NOT SHOWN ON THIS DRAWING, OR UNDER PAVEMENT ADDED AFTER THIS
PLAN WAS COMPLETED.
6. ALL SLEEVES SHALL BE SCHEDULED 40 PVC.
SM
C.O.
NEW 1" TAP BY CMU
NEW 6" TAP BY CMU
NEW 3" TAP BY CMU
NEW 3" DOMESTIC METER BY CMU
NEW 6" FIRE METER ASSEMBLY BY CMU
NEW 1" IRRIGATION METER BY CMU
DOMESTIC
15
NEW PRIVATE
HYDRANT ASSEMBLY
LANE
FIRE
3" PVC DOMESTIC LINE
3" PVC DOMESTIC LINE
6" DIP FIRE LINE
1" PVC IRRIGATION LINE
W
NORTH ARROW
ROAD R/W
6" FIRE, 3" DOMESTIC & 1" IRRIGATION
PROPERTY LINE GATE VALVES
2. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISH
GRADE AND CAPPED.
0
MULTIPURPOSE
11
PROPOSED R/W
EXISTING R/W
EXISTING EOP
EXISTING EOP
IRRIGATION SLEEVING NOTES:
1. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISH GRADE OF THE TOP OF PAVEMENT.
4. EXTEND ALL SLEEVES TO 2'-0" BEYOND THE EDGE OF ALL PAVEMENT.
4" FROM FDC TO BUILDING
C.O. INV 792.08
C COPYRIGHT 2015
3. CONTRACTOR SHALL FURNISH THE IRRIGATION DESIGNER WITH AN "AS-BUILT" DRAWING SHOWING ALL SLEEVES AND THE RESPECTIVE
DEPTHS BELOW THE FINISH GRADE AND/OR PAVEMENT.
6" DIP FIRE LINE
NEW 4" TAP BY CMU
INV 791.65
FIRE LANE
FIRE LANE
FIRE LANE
13. EACH REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY A APPROVED CERTIFIED TESTER PRIOR TO PLACING THE
WATER SYSTEM IN SERVICE.
N
FIRE LANE
2.
CONSTRUCTION.
THE PUBLIC.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
1.
HensonFoley
CALL ULOCO
BEFORE YOU DIG
C08
216014
DRAWN BY: JAH
OF
12
3.
4.
5.
6.
7.
EXISTING TREES
TO REMAIN
8.
(7) DWF. BURFORD HOLLY
1.
FIRE LANE
2.
797
EX 1
FIRE LANE
796
796
(8) DWARF BURFORD HOLLY
796
7
3.
SM
SM
STORAGE
12
DATA
24
JAN.
15
FAMILY
18
MULTIPURPOSE
11
STORAGE
14
SPK
16
SHOWER
19
ELECT.
17
STORAGE
20
79
(8) INKBERRY HOLLY
YI 2
MEN'S
10
OPEN
OFFICE
07
FRONT DESK
03
4. CONTRACTOR SHALL ADJUST ALL HEADS IN FIELD TO INSURE MAXIMUM COVERAGE, ELIMINATE OVERTHROW
ONTO PAVED AREAS, BUILDING AND WALL SURFACES. LOCATE HEADS 3" CLEAR OF ALL HARDSCAPE SURFACES.
7. CONTRACTOR TO PROVIDE A FULL 1 YEAR GUARANTEE ON ALL IRRIGATION EQUIPMENT AND WORKMANSHIP.
8. CONTRACTOR SHALL PROVIDE SYSTEM CONTROLLER WITH MANUAL OVERRIDE AND LOCATE IT WITHIN THE
BUILDING ON THE BACK WALL OF THE RECEIVING AREA.
792
793
DINING
06
PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES DESIGNATED TO BE SAVED IN
DEVELOPMENT AREAS, PRIOR TO THE START OF DEVELOPMENT ACTIVITIES OR GRADING. PROTECTIVE BARRICADES
SHALL REMAIN IN PLACE UNTIL DEVELOPMENT ACTIVITIES ARE COMPLETE OR CONSTRUCTION IN ACCORDANCE
WITH STANDARDS SET FORTH IN THIS SECTION COMMENCES. THE AREA WITHIN THE PROTECTIVE BARRICADE SHALL
REMAIN FREE OF ALL BUILDING MATERIALS, DIRT OR OTHER CONSTRUCTION DEBRIS, CONSTRUCTION TRAFFIC,
STORAGE OF VEHICLES AND MATERIALS, AND GRADING SHALL NOT TAKE PLACE WITHIN THE DRIPLINE OF THE
EXISTING TREES TO BE PROTECTED. BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE FROM THE BASE OF
PROTECTED TREES ACCORDING TO THE FOLLOWING STANDARDS:
CB 6
CB 3
A.
FOR TREES 10" OR LESS DBH: PROTECTIVE BARRICADES SHALL BE PLACED
A MINIMUM DISTANCE OF 5' FROM THE BASE OF EACH PROTECTED TREE,
OR OUTSIDE THE DRIPLINE, WHICHEVER IS GREATER.
B. FOR TREES GREATER THAN 10" DBH: PROTECTIVE BARRICADES SHALL BE
PLACED AT A MINIMUM DISTANCE EQUAL TO 10' FROM THE BASE OF THE
PROTECTED TREE PLUS AN ADDITIONAL 1' FOR EACH ADDITIONAL 1" DBH
GREATER THAN 10" DBH, OR OUTSIDE THE DRIPLINE, WHICHEVER IS
GREATER.
C. CONSTRUCTION ACCESS TO A SITE SHOULD OCCUR WHERE AN EXISTING
OR PROPOSED ENTRANCE/EXIT IS LOCATED.
D. EXCEPT FOR DRIVEWAY ACCESS POINTS, SIDEWALKS, CURB AND GUTTER,
NO PAVING WITH CONCRETE OR OTHER IMPERVIOUS MATERIALS WITHIN
A TREE DRIPLINE SHALL BE ALLOWED.
E. WHERE GRADING WITHIN A TREE DRIPLINE CANNOT BE AVOIDED.
F. LIMIT CUT AND FILLS TO 14 TO 12 THE AREA WITHIN THE DRIPLINE.
G. AVOID CUT AND FILL AROUND ENTIRE CIRCUMFERENCE OF TRUNK.
H. WHERE GRADING LEAVES ROOTS EXPOSED, CUT ROOTS CLEAN.
I.
AVOID FILLING WITHIN THE DRIPLINE OF A TREE WITHOUT SOME
MECHANISM TO ALLOW AIR AND WATER TO REACH THE ROOTS.
794
7
79
795
796
797
TREE PROTECTION NOTES:
790
CONCESSIONS
05
EX 2
791
GYMNASIUM
04
VESTIBULE
01
795
794
6. CONTRACTOR SHALL VERIFY THAT ALL PERTINENT LOCAL AND STATE CODES ARE BEING OBSERVED.
(16) NANDINA TO REPLACE
THOSE REMOVED DURING
PROPOSED GRADING. MATCH
EXISTING
791
793
9
EX 3
(5) NANDINA TO REPLACE
THOSE REMOVED DURING 788
PROPOSED GRADING. MATCH
EXISTING
1.1
EX 4
795
PLANTING SOIL MIX
A. MIX TOPSOIL WITH THE FOLLOWING SOIL AMENDMENTS IN THE FOLLOWING QUANTITIES:
1. WEIGHT OF LIME PER 1000 SQ. FT
2. RATIO OF LOOSE COMPOST TO TOPSOIL BY VOLUME: 1:4
3. RATIO OF LOOSE WOOD DERIVATIVES TO TOPSOIL BY VOLUME:
4. WEIGHT OF BONEMEAL PER 1000 SQ. FT.
5. WEIGHT OF COMMERCIAL FERTILIZER PER 1000 SQ. FT.
6. WEIGHT OF SLOW-RELEASE FERTILIZER PER 1000 SQ. FT.
SOIL TEST PROVIDED BY CONTRACTOR REQUIRED FOR TOPSOIL MIX.
793
794
796
797
78
(1) CHERRY TO REPLACE ONE
REMOVED DURING PROPOSED
GRADING. MATCH EXISTING
EXISTING TREES
TO REMAIN
(1) CHERRY TO REPLACE ONE
REMOVED DURING PROPOSED
GRADING. MATCH EXISTING
790
795
79
2
796
CB 4
3. CONTRACTOR SHALL LAMINATE A SEASONAL RUN TIME SCHEDULE FOR EACH IRRIGATION ZONE AND MOUNT
INSIDE IRRIGATION CONTROLLER FOR OWNER/MAINTAINCE PERSONAL FUTURE REFERENCE. SCHEDULE SHOULD
PROVIDE A MIN. 4" TURF COVERAGE AND 2" SHRUB COVERAGE
5. ALL VALVES SHALL BE REMOTE AUTOMATIC VALVES MOUNTED IN SUBSURFACE VALVE BOX.
796
TREE PLANTING PER TOWN SEE NOTE ON SHEET C03
60
2. CONTRACTOR TO SUBMIT IRRIGATION PLANS TO HENSONFOLEY FOR APPROVAL. IRRIGATION PLANS TO INCLUDE A
COMPLETE SEPARATION OF TURF AND SHRUB ZONES, LOCATION AND SIZES OF ALL HEADS AND VALVES, LOCATION
AND SIZES OF ALL IRRIGATION SLEEVES, CONTROLLER SIZE AND
LOCATION, MANUFACTURE SPECIFIED AND
SYSTEM OPERATING PRESSURE.
STORAGE
08
GALLERY
02
DEVELOPERS SHALL ENTER INTO A MAINTENANCE SURETY AGREEMENT WITH MECKLENBURG COUNTY
GUARANTEEING THE VIABILITY OF STREET TREES AND TREES AND SHRUBS PLANTED IN BUFFER YARDS FOR A
PERIOD OF 1 YEAR FOLLOWING PLANTING. THE AMOUNT OF THE SURETY SHALL BE EQUAL TO 50% OF THE VALUE
OF THE NEW TREES OR LANDSCAPE MATERIAL AND THEIR INSTALLATION. THE MAINTENANCE SURETY SHALL BE
PROVIDED WHEN ALL OF THE REQUIRED TREES AND SHRUBS HAVE BEEN PLANTED.
30
1. COORDINATE PLANT INSTALLATION WITH IRRIGATION CONSTRUCTION. IRRIGATION PIPES, VALVES, CONTROLLER,
SLEEVES AND HEADS SHALL NOT INTEFER WITH PLANT ROOT BALLS OR CAUSE DAMAGE TO ANY PLANTS.
WOMEN'S
09
CB 2
NORTH ARROW
15
0
IRRIGATION NOTES:
796
THE PLANTING SEASON SHALL RUN FROM OCTOBER 15 TO MARCH 15, EXCEPT FOR EXTREME WEATHER
CONDITIONS AS DETERMINED BY STAFF. A FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE GIVEN DURING
THE PLANTING SEASON UNLESS ALL OF THE LANDSCAPING IS COMPLETELY INSTALLED ACCORDING TO THIS
ARTICLE.
MAINTENANCE SURETY REQUIRED:
7
796
79
5
79
SM
WS
YI 3
792
EXISTING TREES
TO REMAIN
794
794
REVISIONS:
795
2.
3
79
4
79
FIRE LANE
SEE SHEET C07 FOR UTILITY PLAN
35' X 35' SIGHT TRIANGLE
A FINAL CERTIFICATE OF OCCUPANCY MAY BE ISSUED PRIOR TO THE INSTALLATION OF TREES AND SHRUBS,
EXCLUDING YARD TREES, DURING THE NON-PLANTING SEASON IF A CASH BOND, SURETY BOND OR LETTER OF
CREDIT IS ISSUED FOR 120% OF THE COST OF MATERIALS AND INSTALLATION. PLANTING SHALL BE COMPLETED
DURING THE NEXT PLANTING SEASON.
SHRUB PLANTING PER TOWN
YI 1
797
796
1.
2
79
PROPOSED R/W
EXISTING R/W
EXISTING EOP
FIRE LANE
C COPYRIGHT 2015
INSTALLATION GUARANTEE:
797
7
79
25' BUILD TO LINE
3.
LANDSCAPE PLAN
FIRE LANE
EXISTING TREES
TO REMAIN
REFER TO APPROVED CIVIL ENGINEERING PLANS FOR ALL SITE RELATED FIELD CONDITIONS AND PROPOSED SITE
CONDITIONS.
SCHEMATIC IRRIGATION PLAN PROVIDED BY HENSONFOLEY IS FOR REFERENCE PURPOSES ONLY. IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL IRRIGATION DESIGN, ASSURING IRRIGATION SYSTEM WILL
OPERATE PER MANUFACTURERS EQUIPMENT DESIGN AND SPECIFICATIONS.
HENSONFOLEY SHALL NOT BE HELD RESPONSIBLE FOR ANY EXISTING SITE CONDITIONS, APPROVED CIVIL
ENGINEERING PLANS, OR ANY FIELD CHANGES MADE DURING THE CONSTRUCTION PROCESS THAT ARE NOT
SEALED UNDER HENSONFOLEY DESIGN, INC.
PIN # 01742110
28078
798
798
LANE HOLLY
(8)FIRE
INKBERRY
GENERAL NOTES:
(8) INKBERRY HOLLY
CB 1
13.
EXISTING TREES
TO REMAIN
S
795
796
797
11.
E
(8) INKBERRY HOLLY (8) DWF. BURFORD HOLLY (7) INKBERRY HOLLY
EXISTING TREES
TO REMAIN
12.
FIRE LANE
FIRE LANE
793
(11) DWF. BURFORD
794 HOLLY
9.
10.
N
797
796
795
794
793
(7) INKBERRY HOLLY
(14) SERVICEBERRY
EXISTING EOP
EXISTING TREES
TO REMAIN
796
795
W
797
ALL TREES SHALL BE PLANTED PER TOHLDS 601.1 AND 610.1.
ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM THE ROOT BALL PRIOR
TO BACKFILLING PLANTING PIT.
LARGE MATURING TREES MAY NOT BE PLANTED WHERE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES EXIST.
IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL THE URBAN FORESTER TO RESOLVE BEFORE PLANTING.
ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES.
NEW TREES SHALL BE A MINIMUM 2" CALIPER FOR STREET TREE REQUIREMENTS.
SEE TREE PRESERVATION NOTES ON GRADING AND EROSION CONTROL SHEETS.
ALL TREES ARE TO BE NURSERY GROWN, BALL AND BURLAP (B & B) PREFERRED. MINIMUM TREE SIZE IS 2" CALIPER
(MEASURED 6" ABOVE ROOT BALL), 8" MINIMUM HEIGHT.
STAKING IS OPTIONAL. RUBBER HOSE AND ROPE OR WIRE FOR STAKING IS NOT RECOMMENDED. NO WIRE OR
ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TRUNK WRAP, TREE STRAPS, AND STAKING WIRE
OR ROPE AFTER ONE GROWING SEASON.
GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND
FLOWERING TREES"). FOR EXAMPLE:
NEW AND EXISTING TREES ARE PERMITTED WITHIN SIGHT TRIANGLE, BUT MUST BE LIMBED UP TO 6' HEIGHT
CLEARANCE.
NOTE: SIMILAR CRITERIA FOR TREE PLACEMENT AND PRUNING UP SHOULD BE CONSIDERED AT DRIVEWAY/STREET
INTERSECTIONS.
CONTRACTORS TO MAINTAIN CLEAR LEVEL BETWEEN 30" AND 72" ABOVE STREET. AREA MUST BE FREE OF LIMBS
AND FOLIAGE FOR SAFE CROSS VISIBILITY.
HensonFoley
1.
2.
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
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TREE PLANTING NOTES:
JB 5
EXISTING TREES
TO REMAIN
EX 5
CALL ULOCO
BEFORE YOU DIG
1.
2.
3.
EXISTING TREES
TO REMAIN
C08 - LANDSCAPE.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:36 AM
1-800-632-4949
4.
CONSTRUCTION.
CONTRACTOR
IS
RESPONSIBLE
FOR
PLACING
BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO
INSURE SAFETY TO THE PUBLIC.
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
C08 - LANDSCAPE.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C09
216014
DRAWN BY: JAH
OF
12
SHEET
C09 - DETAILS.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:36 AM
PROJECT NUMBER:
DATE: 08/26/2016
C10
SITE DETAILS
PIN # 01742110
28078
C COPYRIGHT 2015
REVISIONS:
C09 - DETAILS.DWG
216014
DRAWN BY: JAH
OF
12
HensonFoley
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
6"
9"
18"
FES 2
10'
4'
6"
9"
18"
FES 3
10'
4'
6"
9"
15"
FES 11
10'
11.25'
3.75
9"
10"
USE 4.0" AVERAGE DIAMETER STONE, 6" MAXIMUM DIAMETER STONE
4'
HensonFoley
10'
Civil Engineering
Surveying
p: 704.875.1615f:
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FES 1
C COPYRIGHT 2015
UNDISTURBED EARTH WALL
2" SURFACE
COURSE ASPHALT
INSTALL 1/2" x 18" STEEL
DOWELS @ 2' O.C. AT
CONSTRUCTION JOINTS
CLASS B
CONCRETE
6" AGGREGATE
BASE COURSE (ABC)
7" FLEX 550 4000
PSI CONCRETE
COMPACTED
SUBGRADE
CLASS B
CONCRETE
LIGHT DUTY ASPHALT PAVING
N.T.S.
HD CONCRETE PAVING
NOTE:
N.T.S.
CONSTRUCTION JOINTS TO BE SAW CUT IN
GRID PATTERN 12' O.C. MAX.
ADD 1/2" EXPANSION JOINT ADJACENT TO
BUILDING WALLS.
*MUST BE APPROVED BY OWNERS ON-STIE GEOTECHNICAL ENGINEER
CROSS
90° BEND
45° BEND SIMLAR
TEE
ADAPTER AVAILABLE
FOR 4"-12" PIPES
UNDISTURBED EARTH WALL
REACTION BACKING TABLE
PAVEMENT RECOMMENDATIONS
BASED ON GEOTECH REPORT
CLASS B
CONCRETE
REFER TO GEOTECH REPORT FOR FURTHER
INFORMATION ON PAVEMENT SPECIFICATION GEOTECH REPORT SPECIFICATION SHALL BE USED
TRENCH WALL
TYPES OF FITTINGS
SIZE
TEE
90°
45°
22.5°
2"
3"
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
1
1
2
3
4
7
10
13
17
21
26
38
59
85
1
1
2
3
4
7
10
13
17
21
26
38
59
85
1
1
1
2
3
4
5
7
9
12
14
20
32
46
1
1
1
1
2
2
3
4
5
6
7
10
16
23
*MUST BE APPROVED BY OWNERS ON-STIE GEOTECHNICAL ENGINEER
CROSS WITH PLUG
TEE WITH PLUG
NOTES:
DIAMETER: 4" PVC
ORIFICE: 3.4"
1.
2.
3.
4.
5.
6.
6" PVC RISER
AS NECESSARY
FOR INVERT
REQUIRED SQ. FT. OF UNDISTURBED
EARTHWALL FOR REACTION BACKING
DO NOT COVER BELLS OR FLANGES WITH CONCRETE
WRAP ALL FITTINGS WITH VISQUEEN
BACK ALL TEES ACCORDING TO SIZE OF BRANCH
BACKING FUTURE LINE EXTENSION SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE
ALL BENDS WHERE FITTINGS ARE USED BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED
REACTION BACKING TABLE IS BASED ON 150 P.S.I. AND SOIL BEARING PRESSURE OF 2,500 Lbs./
Sq. ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY THE ENGINEER
6" PVC "TEE" OR
"ELBOW"-SEE PLAN
FOR CONDITION
NYLOPLAST 8" INLINE DRAIN
AS SUPPLIED BY: ADS
5950 FAIRVIEW ROAD #403
CHARLOTTE, NC 28210
(704) 556-0137 / (800) 733-6133
THRUST BLOCK DETAIL
YARD INLET DETAIL
N.T.S.
N.T.S.
2X2 HSS TUBE STEEL GATE FRAME
WALL, SEE ARCH DETAILS
SOLID CEDAR BOARD GATE
SOLID CEDAR BOARD GATE
WALL, SEE ARCH DETAILS
HINGE GATE ON 4" STEEL PIPE
7" CONCRETE PAVEMENT
EXPANSION JOINT
SITE DETAILS
COMPACTED
ABC SUBGRADE
TRENCH WALL
PIN # 01742110
28078
6"
TRENCH WALL
6"
NYLOPLAST 8" INLINE
DRAIN TO INCLUDE
H-20 RATED GRATE
REVISIONS:
CROSS SECTION
FIRE LANE SIGNAGE STANDARDS
FIRE LANE PAVEMENT DETAIL
SECTION
UTILITY COURTYARD GATE
C09 - DETAILS.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C09 - DETAILS.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:36 AM
C11
216014
DRAWN BY: JAH
OF
12
770
770
768 769
768 769
767
767
A
Civil Engineering
Surveying
p: 704.875.1615f:
704.875.0959
www.hensonfoley.com
HensonFoley
A
C COPYRIGHT 2015
771.30 50 YR STORM
OPEN
770.00
769.67 25 YR STORM
0.7'
DISTURBED LIMITS 3.84
IM
LL
TA C
TO 84 A
3.
768.27 10 YR STORM
SKIMMER
G P
IN RC
ST "
XI 18
E E ITH
AC W
PL CP
RE " R
12
POND OUTLET
767.60
IT
O
767.40 2 YR STORM
UR
IST
FD
POND OUTLET (SEE DETAIL)
TOP 771.80
3:1
50YR = 771.30
3:1
25YR = 769.67
10YR = 768.27
2YR = 767.40
18" RCP
BMP DETAILS
PIN # 01742110
28078
NORTH FACE
E
NC
BA
18" RCP OUTLET PIPE
7" DIA ORIFICE
764.62 BOTTOM OF POND
REVISIONS:
C11 - BMP DETAIL.DWG
PROJECT NUMBER:
DATE: 08/26/2016
SHEET
C11 - BMP DETAIL.DWG - PLOT: TeAnna - FRI. 8-26-2016 8:37 AM
C12
216014
DRAWN BY: JAH
OF
12

Site Plan - Huntersville

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