19970579 Ver 1_More Info Received_20150717

Strickland, Bev
From:
Dev ne,8ovd
Sent:
Thursday, July l6'ZUl5Z:l0PK4
To:
Kevin Caldwell
Cc Johnson, Alan; Strickland, Bev
Subject: Stormwater plan approval. Lakepointe Corporate Center #97-0579
We received the approved copy of the stormwater plans for the Lake Point Corporate Center (Sealed Air-Dry detention)
project. The approval from the City of Charlotte satisfies our requirement for stormwater treatment at the site. If the
development plans change, please provide electronic copies of any approved changes. (Send to
Bev.stricNand(@ncdenr.Rov)
From: Kevin Caldwell [mmai Ito: lkca|dwel|0)oeosciemceoiromo.coml
Sent: Thursday,]uh 16, 2015 1:28 PM
To: Oevane,Boyd
Subject: Sealed Air - Lakepointe Corporate Center
Attached are the plans (same plans you have) that as you can see, have been approved by the City. | assume/hope this
approval allows you to issue the DENRapproval?
Thanks
Kevin 8.Caldwell, P.B.
8cniorVicc'Prmkbn\
GEOSCIENCT GROUP, INC.
5OO-K Clanton Road
Chmh8c NC 28217
(7O4)94|'2252(C)
(704)661'2210 (M)
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DEMOLITION NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE DEMOLITION AND REMOVAL OF THE STRUCTURES LOCATED
ON THIS SITE.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL UTILITIES THE REMOVAL OF LIGHT POLES, POWER POLES,
UNDERGROUND & ABOVE GROUND UTILITIES, WATER LINES, AND SEWER LINES, AND GAS LINES.
3. CONTRACTOR TO SAW -CUT EXISTING PAVEMENT AS REQUIRED TO REMOVE PAVEMENT WHERE SHOWN.
4. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND
AT ALL CROSSINGS WELL IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR TWELVE (12 "),
WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
5. THE CONTRACTOR SHALL REMOVE ALL EXISTING STORM DRAIN LINES, ASPHALT PAVEMENT, CONCRETE CURB, AND ANY OTHER EXISTING
CONDITION WHICH WILL INTERFERE WITH THE WORK AS PROPOSED ON THESE PLANS.
6. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.
7. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DELIVERED TO A LICENSED TRANSFER STATION OR LANDFILL.
8. THE TRENCHES WHERE EXISTING UTILITIES HAVE BEEN REMOVED OR RELOCATED SHALL BE RECOMPACTED TO 95% STANDARD PROCTOR.
9. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES 48 HOURS PRIOR TO ANY DEMOLITION WORK SHALL BE
COORDINATED WITH LOCAL UTILITY COMPANIES TO MINIMIZE IMPACTS ON UTILITY DOWN TIME.
10. IF ANY ASBESTOS IS FOUND ON SITE IT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL
REGULATIONS.
11. REMOVE ALL EXISTING ASPHALT FROM SITE.
12. ALL EXISTING SEWER & WATER LATERALS TO BE REMOVED.
UTILITY NOTES:
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNER'S UNDERSTANDING OF EXISTING
UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL,
MECHANICAL, WATER, TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND /OR THE APPROPRIATE UTILITY COMPANY
PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED
AS THE NON- EXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE
REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U -LOCO (1- 800 - 632 -4949) PRIOR TO DIGGING.
2. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CARE SHALL BE TAKEN TO
PREVENT DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE
3. CONTRACTOR TO COORDINATE WITH OTHER UTILITY COMPANIES TO PREVENT CONFLICTS (I.E., PIPE CROSSINGS) WHEN LAYING PIPE. SOME
UTILITIES MAY NEED TO BE ADJUSTED IN FIELD. CONTACT ENGINEER IMMEDIATELY IF SUCH A CASE ARISES
4. CONTRACTOR TO COORDINATE ANY UTILITY REMOVALS AND RELOCATIONS WITH CMUD, DUKE POWER, PIED. NAT. GAS, AND OWNER.
5. USE WYES, BENDS & TEES AS NECESSARY FOR UTILITY CONSTRUCTION.
GENERAL GRADING & SITE NOTES:
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE LOCATION,
DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER
AND /OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY
EXCAVATION. THE OMISSION OF, OR THE INCLUSION OF UTILITY LOCATIONS
ON PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF, OR A
DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO
EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
CONTACT U -LOCO (800- 632 - 4949).
2. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
3. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN STREET
RIGHT -OF -WAY SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE
CITY OF CHARLOTTE.
4. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA AND
NC ACCESSIBILITY CODES.
5. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE
LOCATION AND DIMENSIONS OF BUILDING AND SURROUNDING AREAS.
6. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO WORK ON ADJACENT
PROPERTIES. WHEN CONDITIONS WARRANT OFF -SITE GRADING, UTILITY WORK,
CLEARING OR OTHER WORK NOT ON THE OWNER OF RECORDS PROPERTY,
THE CONTRACTOR MUST OBTAIN WRITTEN AGREEMENT, OR OBTAIN AN
EASEMENT FROM THE OWNER(S) BEFORE PROCEEDING.
7. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND
PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR
OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATION DRY UNTIL SUCH
TIME AS PIPE LAYING AND GRADING IS COMPLETE. NO WATER SHALL BE
ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR
SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE HAS
SET (MIN. 24 HRS). ALL WATER PUMPED OR DRAINED FROM THE WORK
SHALL BE DISPOSED IN SUCH A MANNER AS TO PREVENT SILTATION AND
EROSION OUTSIDE DENUDED LIMIT.
8. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS.
9. DO NOT PLACE SIDEWALKS OVER WATERMAINS.
10. DO NOT PLANT TREES OVER WATERMAINS, SEWERMAINS, OR WITHIN
RIGHT -OF -WAY.
11. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%
SLOPE ON CURB.
12. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT -OF -WAY IF DEEMED NECESSARY BY THE INSPECTOR.
LANDSCAPE NOTES:
1. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE
STEM TREES) AND 2 -INCH CALIPER FOR STREET TREES, MIN. 8 FT.
TALL. SMALL MATURING MULTI -STEM TREES MUST BE TREE FORM,
MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
2. UNLESS APPROVED BY URBAN FORESTRY STAFF ALL REQUIRED TREES
MUST HAVE SINGLE STEM TRUNKS WITH NO CO- DOMINANT TRUNKS OR
BRANCHES. TREE TRUNKS SHALL BE STRAIGHT IN FORM AND FREE OF
DAMAGE OR CRACKS. PRUNING CUTS SHALL BE CALLUSED OVER.
BRANCH LENGTH SHALL BE TYPICAL FOR THE TREES AGE AND NOT BE
BROKEN, DISEASED OR INJURED. ROOT FLARE SHALL BE LOCATED AT
GRADE AND BE FREE FROM EXCESSIVE ADVENTITIOUS ROOT GROWTH.
3. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY
AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT.
REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
4. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24"
NEW TOPSOIL, OR TILL AND AMEND THE TOP 24" OF EXISTING SOIL TO
MEET TOPSOIL /PLANTING MIX STANDARDS FOR TREES WITHIN ENTIRE
MINIMUM AREA OF 274 SQUARE FEET PER TREE.
5. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE
OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT
WITH POWER LINES OR SIGNS, CALL URBAN FORESTRY SPECIALIST TO
RESOLVE BEFORE PLANTING.
6. A MINIMUM OF FIFTY (50) PERCENT OF REQUIRED TREES MUST BE
NATIVE SPECIES, AND SITES WITH MORE THAN TWENTY (20) TREES
REQUIRED WILL HAVE TO INSTALL MULTIPLE SPECIES PURSUANT TO THE
TREE ORDINANCE GUIDELINES.
7. SITE LIGHTING MUST BE A MINIMUM THIRTY (30) FEET AWAY FROM A
TREE. IF PEDESTRIAN SCALE LIGHTING IS BEING USED, THEN LIGHTING
MUST BE A MINIMUM OF FIFTEEN (15) FEET AWAY FROM A TREE,
UNLESS APPROVED OTHERWISE BY THE CITY.
8. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES.
PLANT 15' FROM ALL UNDERGROUND UTILITIES (GAS, WATER, PHONE,
AND ELECTRICAL LINES.)
9. ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN,
POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW TREES.
10. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED IN ACCORDANCE
WITH THE APPROVED PLAN ON A FINAL PLAT AT THE REGISTER OF
DEEDS OFFICE BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED.
11. PLEASE CALL (704) 336 -4330 FOR AN INSPECTION OF TREE
PROTECTION AND /OR TREE PLANTING AREAS, 1 TO 2 DAYS BEFORE
THE CERTIFICATE OF OCCUPANCY IS NEEDED.
(CITY OF CHARLOTTE) CONSTRUCTION SEQUENCE
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. SET UP A ON -SITE PRE - CONSTRUCTION
CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND - DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT
TO A FINE.
2. PHASE I INSTALL CONSTRUCTION ENTRANCES, SILT FENCE AND TREE PROTECTION. ONCE INSTALLED, BEGIN INSTALLATION OF SEDIMENT BASINS,
EROSION CONTROL BERMS AND TEMPORARY DITCHES.
3. CALL FOR ON -SITE INSPECTION. WHEN APPROVED, THE GRADING PERMIT IS ISSUED AND CLEARING AND GRUBBING MAY BEGIN.
4. PHASE II FILL IN THE BEHIND EROSION CONTROL BERMS, RAISE TEMP DITCHES WITH THE GRADES AS SHOWN ON SHEET C2.2.
5. CALL FOR ON -SITE INSPECTION. WHEN APPROVED, THE GRADING PERMIT IS ISSUED AND CLEARING AND GRUBBING MAY BEGIN.
6.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. FOR PHASED EROSION CONTROL
PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURES.
7. PHASE 3 CONTINUE TO BRING UP GRADES TO FINISHED GRADES. BEGIN TO INSTALL STORM SYSTEM. FOR STRUCTURES 42 THRU 52, CONTRACTOR TO
WAIT FOR DRY WEATHER WHEN INSTALLING LINE OF STORM. PROVIDE INLET PROTECTION ON ALL STORM STRUCTURES.
8. ALL EROSION CONTROL M ASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U. S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS.
MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE A WEEK OR AFTER EVERY HALF INCH OF RAINFALL.
9.. BEGIN TO INSTALL STORM SYSTEM AND INLET PROTECTION AROUND THE BASINS. CONTINUE TO BRING GRADES TO FINISH GRADES.
10.. CONTRACTOR TO CALL FOR INSPECTION PRIOR TO CONVERTING SEDIMENT BASINS TO PERMANENT BMPS.
11. SITES DISCHARGING TO 303(D) LISTED STREAMS ARE REQUIRED TO MONITOR MEASURES TWICE PER WEEK. MONITORING IS TO BE CONDUCTED BY A
PERSON THAT HOLDS EITHER A CPESC OR THE CHAR.MECK. CERTIFIED SITE INSPECTOR CERTIFICATION. GO T0: CMCSI.CHARLOTTE.ORG FOR MORE DETAILS.
12. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS
UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1- 800 - 632 -4949 IT'S THE LAW.
EROSION CONTROL NOTES
1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
2. 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.
3. 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.
4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY. ALL
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING (CLDSM #30.16)
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
8. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE
AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
A. TOPOGRAPHIC SURVEY DATA PROVIDED BY:
RB PHARR
BOUNDARY AND ROW INFO PREPARED BY RB PHARR
B. OMIT
,gym
D. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 3600 PSI CONCRETE WITH 1" DEEP GROOVE CONTROL JOINTS AT INTERVALS INDICATED ON
SITE PLAN. PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.
E. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
F. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.
G. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, IN CASE OF CONFLICT, THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF CONSTRUCTION.
H. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE SHOWN.
I. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL AND VERTICAL CONTROL POINTS. THE
CONTRACTOR SHALL MAINTAIN THIS CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, AND LINES NECESSARY FOR
J. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
K. SIGNAGE SHALL BE INSTALLED BY THE DEVELOPER
K. HANDICAP REGULATIONS:
a. A HANDICAP PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4" PER FOOT ACROSS THE SPACE.
b. HANDRAILS ARE TO BE PROVIDED ON HANDICAP RAMPS WITH A DROP OF TWO INCHES OR MORE. MAXIMUM RAMP SLOPE = 8.33%
c. ALL HANDICAP RAMPS AND SPACES WILL COMPLY WITH THE LATEST ADA STANDARDS. MAXIMUM ACCESSIBLE ROUTE SLOPE = 5%
d. ALL CROSS SLOPES ALONG AN ACCESSIBLE ROUTE SHALL NOT EXCEED 1/4" PER FOOT SLOPE.
L. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION AND SIZE OF WATER, SEWER, AND ROOF DOWNSPOUTS.
M. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS AND HANDRAILS, ETC.
N. TREE SAVE AREAS SHALL BE FREE FROM INVASIVE PLANT SPECIES
0. TREE SAVE AREAS LESS THAN 30 FEET WIDE SHALL BE STAKED ON SITE BY SURVEYORS.
PLANTING NOTES:
1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN "THE AMERICAN STANDARDS FOR NURSERY
STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC, WASHINGTON, D.C.
2. ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPEN PLANTS. THE
CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET
THESE REQUIREMENTS.
3. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" THICK COMPOSTED /MILLED PINE BARK.
4. ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES.
5. ALL PLANT BEDS SHALL HAVE A 4" V -CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED.
6. CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF FINAL
ACCEPTANCE BY THE LANDSCAPE ARCHITECT.
7. THE SPECIES, VARIETIES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY
UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, AND WHEN APPROVAL BY SAID
LANDSCAPE ARCHITECT IS IN WRITING.
8. SYMBOLS: B &B = BALLED AND BURLAPPED; O.C. =ON CENTER; GAL. = GALLON CONTAINER, M.S.= MULTI -STEM;
HT.= HEIGHT, CAL.= CALIPER.
9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON THE PLANTING PLAN. IF
ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN,
THE CONTRACTOR SHALL PROVIDE ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED,
THE CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGS SHALL
BE INCLUDED IN THE CONTRACTOR'S INITIAL BID.
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 8"
OF SOIL THROUGHOUT SHRUB BEDS.
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER IN WRITING OF ALL SOIL
CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST
BE ASSURED.
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING
SOIL AND PLANTING TREES.
13. NO TREE SHALL BE PLANTED ON A SLOPE GREATER THAN 3:1
14. PROVIDE AND INSTALL PREPARED PLANTING BED FOR ALL AREAS SHOWN TO RECEIVE PLANTING. TOP 8" SHALL BE 25%
WELL DIARY COMPOSTED COW MANURE AND 75% NATIVE TOPSOIL, THOROUGHLY MIXED (2" LAYER OF COMPOSTED DAIRY
COW MANURE ROROTILLED TO 8" DEEP). PREPARED SOIL SHALL BE FINE TEXTURED AND FRIABLE AND RAKED TO CREATE
A SMOOTH SURFACE. MULCH COMPLETED PLANTING BED W/ 3" THICK LAYER OF MILLED, COMPOSTED PINE BARK MULCH.
15. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH CMLD STANDARD 40.01.
VICINITY MAP
NOT TO SCALE
NOTES:
• HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED
WITHIN EXISTING OR PROPOSED PUBLIC
• STREET RIGHT OF WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR
TO ANY BACKFILL BEING PLACED
• BACKFILL MATERIAL MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR
TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT OF WAY
• 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 FUTURE CONDITIONS FLOOD FRINGE
LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY
REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY
• PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO
THE CITY ENGINEER PRIOR TO CONSTRUCTION
ZONING CODE SUMMARY
PROJECT NAME: SEALED AIR
PROJECT ADDRESS: NOT ASSIGNED
OWNER: LAKEPOINTE CORPORATE CENTER ASSOCIATION, LLC
PHONE: [phone]
PLANS PREPARED BY: GEOSCIENCE GROUP, INC.
PHONE: [phone]
TAX PARCELS: 14307104
ZONING: I -1(CD)
JURISDICTION: CHARLOTTE, NORTH CAROLINA
SURVEY PREPARED BY: R.B . PHARR and ASSOCIATES, P.A.
SITE AREA: 32.47 AC
PROPOSED USE: OFFICE
SETBACKS: SEE PLAN
BUILDING SQUARE FOOTAGE: V",_ v v v " V v v v v v v v v v
OFFICE BUILDING "A ": 1121198 FT2(GROSS) - 2,848 FT2(VERTICAL)= 109,350 FT (FLOOR AREA)
OFFICE BUILDING "B ": 112,342 FT2(GROSS) - 2,848 FT2(VERTICAL)= 109,494 FT (FLOOR AREA)
R & D BUILDING: 176,406 FT2(GROSS) - 81794 FT2(VERTICAL)= 167,612 FT (FLOOR AREA)
PARKING SUMMARY:
REQUIRED:
BLDG "A ": 1 SPACE PER 300 FT2: 365 SPACES
BLDG "B ": 1 SPACE PER 300 FT2: 365 SPACES
R &D BLDG: 1 SPACE PER 300 FT 2: 559 SPACES
TOTAL 1,289 SPACES
PROVIDED:
PARKING DECK (OFFICE): 586 SPACES
PARKING DECK (R &D): 370 SPACES
SURFACE PARKING: 356 SPACES
TOTAL: I 1,312 SPACES
BIKE PARKING:
REQUIRED LONG TERM:
BLDG "A ": 1 SPACE PER 10,000 FT 2: 11 SPACES
BLDG "B ": 1 SPACE PER 10,000 FT 2: 11 SPACES
R &D BLDG: 1 SPACE PER 10,000 FT 2: 19 SPACES
TOTAL 41 SPACES
PROVIDED LONG TERM:
TO BE PLACED IN THE 2 PARKING DECKS SEE ARCHITECTURAL PLANS
BLDG "A": 11 SPACES
BLDG "B ": 11 SPACES
R &D BLDG: 19 SPACES
TOTAL 41 SPACES
REQUIRED SHORT TERM:
BLDG "A ": 1 SPACE PER 40,000 FT 2: 3 SPACES
BLDG "B ": 1 SPACE PER 40,000 FT 2: 3 SPACES
R &D BLDG: 1 SPACE PER 40,000 FT 2: 5 SPACES
TOTAL 11 SPACES
PROVIDED
SHORT TERM:
BLDG "A":
3
SPACES
BLDG "B ":
3
SPACES
R &D BLDG:
5
SPACES
TOTAL
11
SPACES
ANTICIPATED START DATE: JULY 1, 2015
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ACCES9EUTY
PLAN
SEALED AIR
CHILDRESS KLEIN PROPERTIES
CHARLOTTE, NORTH CAROLINA
/
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/
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DRAWING SCALE
REV. DATE \
GE_O SCIENCE
PROJECT MANAGER
GDOi iTi
JLR
PROJECT DATE
6. REV PER CITY OF CHARLOTTE & GRADING AND DRAINAGE 7.1.15
j\ �„(j_
JLR
3.23.15
Incorporated
SLR
500 -K Clanton Road
PROJECT NUMBER
Charlotte, NC 28217
APPROVED BY
KSC
PHASE TASK
Phone: [phone]
FILE NAME
Fax: [phone]
PLOT DA E
www.geosciencegroup.com

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CONTACT U -LOCO (1- 800 - 632 -4949) PRIOR TO DIGGING.
2. OMIT
3. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
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ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE
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\ TO PREVENT CONFLICTS (I.E., PIPE CROSSINGS) WHEN LAYING
-�� _ PIPE. SOME UTILITIES MAY NEED TO BE ADJUSTED IN FIELD.
4" DOMESTIC 8" FIRE= D CONTACT ENGINEER IMMEDIATELY IF SUCH A CASE ARISES.
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_ s "WM 8" IV RELOCATIONS WITH CMUD, DUKE POWER, PIED. NAT. GAS, AND OWNER.
- - - - - - - - - - - - - - J
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THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT
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111 11. SEWER SERVICE LATERALS ARE SHOWN AT ANTICIPATED LOCATIONS.
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2.5' BEND (CMUD) SPECIFICATIONS AND REQUIREMENTS.
W/ THRUST FUTURE 100 YR
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CONTACT U -LOCO (1- 800 - 632 -4949) PRIOR TO DIGGING.
2. OMIT
3. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
O I � UTILITIES PRIOR TO CONSTRUCTION. CARE SHALL BE TAKEN TO
PREVENT DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION.
ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
4. CONTRACTOR TO COORDINATE WITH OTHER UTILITY COMPANIES
\ TO PREVENT CONFLICTS (I.E., PIPE CROSSINGS) WHEN LAYING
-�� _ PIPE. SOME UTILITIES MAY NEED TO BE ADJUSTED IN FIELD.
4" DOMESTIC 8" FIRE= D CONTACT ENGINEER IMMEDIATELY IF SUCH A CASE ARISES.
5. CONTRACTOR TO COORDINATE ANY UTILITY REMOVALS AND
_ s "WM 8" IV RELOCATIONS WITH CMUD, DUKE POWER, PIED. NAT. GAS, AND OWNER.
- - - - - - - - - - - - - - J
c 6. USE WYES, BENDS & TEES AS NECESSARY FOR UTILITY CONSTRUCTION.
SSMH 11 "x8" TEE W, \H
RIM: 640.15 I
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WITH 8"GV 7. CONTRACTOR TO OBTAIN APPROVED LISTS FOR MAKES & MODELS
63
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LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH
THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT
& EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING.
- -8" WL DIP / Z
111 11. SEWER SERVICE LATERALS ARE SHOWN AT ANTICIPATED LOCATIONS.
I / CONTRACTOR SHALL COORDINATE FINAL LOCATIONS WITH DEVELOPER.
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U U / CMUD SPECIFICATIONS AND DETAILS.
I X328 -8 SS DIP @ 0.6% / ��
13. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS
REQUIRED BY STATE AND LOCAL AUTHORITIES. 4
SSMH 10 14. ALL TAP FEES FOR WATER METER, SANITARY SEWER, GAS,
IL RIM -64041 _ - - - _ _ - - D GAS, ELECTRICAL, ETC. TO BE PAID BY UTILITY CONTRACTOR. ,
1:630.43
0:630.23
/W/'T BEND 15. NO BRANCHES, FH'S, ETC. ARE LOCATED UPSTREAM.
/ W /THRUST
J / SSMH 9 BLOCKING
� 16. ALL DRIVING SURFACES SHALL BE CAPABLE OF SUPPORTING 80,000 LB FIRI_
Kim: 640.5 Q
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(n W/ THRUST :5 -n
LOCKING V) 1. INSTALLATION, MATERIALS, AND DEVICES SHALL CONFORM
s °ssDIP @0.6% SS TO CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT
2.5' BEND (CMUD) SPECIFICATIONS AND REQUIREMENTS.
W/ THRUST FUTURE 100 YR
�OCKING \ / a // 2. WATER PIPE SHALL BE PVC C -900 SDR 14 PVC OR
FDC 18" SS DIP cv � PRESSURE CLASS 350 DIP C -151. WITH MIN. 36" COVER.
U) SSMH 7 44' -8" SS DIP @ 0.6% // /
Q SSMH5 "WL PVC 8 "WLDIP RIM: 639.2 A� `' SEWER PIPE SHALL BE SDR 35 PVC WITH MIN. 3' COVER
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1:627.0& "x1 " TEE RIM: 638.3 0:628.96 MAXIMUM 18 FT. COVER. D.I.P. PRESSURE CLASS 350 SHALL
0:626.88 WITH8 "GV 1:628.87 - �� Ss BE INSTALLED WHERE FINISHED COVER EXCEEDS 18 FT.
0:628.67 SSMH 8 - - _� / WITH TYPE II BEDDING.
RIM: 639.85
1:629.63 / vn
0 0:629.43 S- �\ / 3. NO PLASTIC PIPING MATERIAL ALLOWED WITHIN 5' OF THE BP ENDS
22.5 BEND
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BLOCKING / \ z NOTE:
THERE SHALL BE NO TAPS, PIPING BRANCHES,
COMMUNITY FRINGE UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
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r Z\ � F CODDWA)_ �Op l /
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HOSE / / / o � <DN U� - BACKFLOW PREVENTER. OCC
W / C`;
SSMH 4 / / °v \ / / CONTRACTOR TO COORDINATE WITH THE CITY OF
ss / `�/ CHARLOTTE UTILITY DEPARTMENT. THE CONNECTIONS
-ss ss R SS \ / / , / �w OF THE PROPOSED WATER & SANITARY SEWER
-� /� LINES. CONTRACTOR TO LOCATE & VERIFY EXISTING
FUTURE 100 /
EXISTING 100 YR S5 / /
WATER MAIN &SANITARY SEWER LATERALS AND
NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN
,ss PROPOSED DESIGN PRIOR TO CONSTRUCTION.
_ S �OLN EACH CMUD REQUIRED BPA IS REQUIRED TO BE
TESTED BY CMUD APPROVED CERTIFIED TESTER
PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
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�-NGG / / NOTE. CONTRACTOR TO REFER TO �
MECHANICAL PLANS FOR ADDITIONAL
INFORMATION OF ALL UTILITY
o / / CONNECTIONS TO BUILDING
so 0 25 so 100 200 CONTRACTOR TO COORIDINATE
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Y NLET ZONE 35% \� \ 0. 51 '5'
OF SURFACE AREA
INLET ZONE 25%
SKIMMER SEDIMENT BASIN PLAN VIEW - OF SURFACE AREA
DESIGN CRITERIA IN SURFACE AREA GENERAL NOTES: I SILT DIT'H CHART
T
DRAINAGE �� 1. DRIVE 5' STEEL POST AT LEAST I DITCH # LEFT RIGHT CHANNEL Q10 . { DX�H �rT�t, VELOCITY REMARKS
SIDE SLOPE SIDE SLOPE SLOPE (CFS) T. T.)) (� j (FPS) O' W E I R
OF SURFACE AREA I TD1 3 3 4.8 1.68 0.17 1.5 5 1.84 SC150BN
AREA �y OUTLET ZONE 15% 24" INTO SOLID GROUND. I TD2 3 3 0.6 5.12 0.56 2 5 1.37 SC150BN
(ACRES) < 10 AC. LENGTH EMBANKMENT 2. USE STAPLES 1' APART
MIN. I HORIZONTALLY AND VERTICALLY I TD3 3 3 6.5 1.75 0.16 1.5 5 2.06 SC150BN
LENGTH TO INFLOW F�0 / \ TO ATTACH THE FILTER FABRIC I TD4 3 3 8.0 1.47 0.13 1.5 5 2.07 SC150BN ELEVATION OF WEIR BETWEEN UPPER AND LOWER AMENITY POND
WIDTH RATIO 2:1 \ TO THE WIRE FENCE. I TD6 3 3 10. 2.46 0.28 2 5 2.78 SC150BN
STRUCTURE 10, 'V / X TD5 3 3 10.0 2.63 0.17 1.5 5 2.74 SC150BN
MIN. 3. MINIMUM BAFFLE SPACING IS 10'.
MAX. NOTES: 1 I TD7 3 3 6.6 7.73 0.37 2 5 3.46 SC150BN
LENGTH TO FLOW \ X 4. THE FLOOR OF THE BASIN IN I TD8 3 3 5.9 11.25 0.47 2 5 3.76 SC150BN 654.0
WIDTH RATIO 6:1 1. REFER TO TD9 THE OUTLET ZONE AND BERMS \ I 3 3 i.9 3.85 0,35 2 5 1.81 SC1 50BN
NCESCPDM I SHOULD BE SEEDED
SKIMMER SECTION #6.64 ' IMMEDIATELY AFTER THE BASIN ILL SLOPE --a-0.5' WEIR
VOLUME 1800 AREA* DEWATERIN FOR ADDITIONAL IS CONSTRUCTED.
AVERAGE= DEVICE DESIGN /
REQUIRED PER FT. WIDTH LENGTH EMERGENCY SPECIFICATIONS / E�II�r °�� 0 5. REFER TO NCESCPDM SECTION
PER AC. SPILLWAY REGARDING N / ° X #6.65 FOR ADDITIONAL
FOR RETAINING WALL SPECIFICATIONS
DISTURBED) AREA OF BASIN WATER SKIMMER l / gEh'M SPECIFIATIONS. SEE STRUCTURAL PLANS FOR
SURFACE AT TOP OF PRIMARY
SPILLWAY SEDIMENT BASINS.
SURFACE 325 � L / o = ^_' MIN COMPACTED BERM
REQUI ED (SQ.
ER C S 2 #30.9 FOR TD �O� C)� - 643.5 74 SILT FENCE
% O NgTU ALRADE (SEE NOTE 2)
Q10) CROSS- SECTION VIEW BAFFLES BNFDFLE SPACING ° E I
1' FREEBOARD W =5' MIN. INSTALLATION. l /Cy L GRO(1Np
6" MAX. DEPTH OF FLOW OVER EMBANKMENT NOTE:
INFLOW EMERGENCY SPILLWAY T =1.5' MIN. 3' XX
STRUCTURE BAFFLES -1 4' -0" MAX. SPACING X - X ' I II- II- I�I_I�u�u -II MIN CROSS- SECTION OF WEIR BETWEEN UPPER AND LOWER AMENITY POND
MIN. 1'
Z =5' MAX. I (TYPICAL) I- III = 1111- =1 -I -L
y
Ir-1
� I - 1.[� -�I- 4'x4'(INSIDE) PRE -CAST VAULT
5' STEEL POST I I =J= III -11 ' I. 6" THK. WALLS, MIN, W/ TOP
ZONETERING H =2' MIN. Nq TUR THROAT / WITH ACCESS OPENING
`� _ ! FLAT TRASH RACK
AND STEPS AT 18 "O.C.
SPILWAY EMERGENCY FLOW .� - WIDTH AND q4 G,pO 643.5 \ /NORMAL POOL ELEV: 643.55
FILTER FABRIC DEPTH TO BE DESIGNED UA/D
8" X 6" TRENCH BY ENGINEER (5.5' MIN) ~
SEDIMENT ANTI -SEEP BACKFILL AND COMPACT \ \ \ \ \\ \\
STORAGE ZONE COLLAR NOT TO SCALE -- FENCE AND FABRIC
BURIED IN TRENCH
III =III- III =_ 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1 %.
DATA BLOCK I III -1 -III= 2. SILT FENCE MAY BE REQUIRED BEHIND BERM RCP OS %PIPE
BASIN DRAINAGE DENUDED BASIN VOLUME BASIN SURI ACE AREA CLEANOUT H Z L T W SKIMMER SKIMMER III= (� INV =633.0
AREA AREA Qlo REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE 3. A 3 FOOT BERM SHALL BE PLACED AT ALL TEMPORARY DITCHES.
(ACRES) (CUBIC FT.) (CUBIC FT.) (SQ FT.) (SQ FT.) H/2 DIAMETER DIAMETER NOT TO SCALE NOT TO SCALE
1 1 2.6 2.6 9.4 4680 8315 3055 7750 1.25 2.5 4.5 VARIES NA NA 2.5 1.75
1 2 4.9 4.9 17.8 8820 9727 5785 9248 1.25 2.5 4.5 VARIES NA NA 3" 1.75"1 CITY OF CHARLOTTE CITY OF CHARLOTTE TEMP 0 R A R Y
3 4.92 4.92 17.8 8856 65195 7536 12064 1.75 8 8 VARIES NA NA 6" 1.75 "I i� BAFFLE INSTALLATION DIAMETER PVC \ / 7ONCR TE DEEP
LAND DEVELOPMENT STANDARDS �h LAND DEVELOPMENT STANDARDS RE- CIRCULATING PUMP TO UPPER POND .�/ CONCRETE DEADMAN
4 5.33 5.33 19.2 9540 11,773 6240 9425 1.5 3 6 VARIES NA NA 2.5" 2.5" 1 STD. NO. REV. PERMANENT S T D T C H STD. N0. REV. design /build by others BY FORMING.SEE
CHARLOTTE" INCLUDES CHARLOTTE ETJ 30.19 1 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.05 \ ANCHOR FASTN.BELOW
I I - - \
\ COMPACTED SUBGRADE 95% `6" STONE BASE
STIR 19
NOT TO SCALE
\ GENERAL NOTES:
• CITY OF CHARLOTTE 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. THROAT NORMAL POOL ELEV: 643.55
643.5
LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN STD. NO. REV.
`©IARIWTE. INCLUDES CHARLOTTE ETJ �30.02A 3� �� 2. CHECK DAMS MAY SL USED IN SLOPING DITCHES
STEEL POST 6' MAX. � STEEL POST OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS. ,• -s" MIN. 18" OUTLET PIPE
0 I 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE #5 WASHED STONE RCP ® 0.5%
ZU FILTER FABRIC TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE DIAMETER PVC -
/ WOVEN FILTER FABRIC �- BOTTOM OF POND: 638.0
DOWNSTREAM DAM (SEE DIAGRAM BELOW). z RE- CIRCULATING PUMP TO UPPER POND �-0
a`Q 01A I design /build by others
"C" ENCLOSURE
\TER ENTRY UNIT
Nw FLOW 5v '
CLASS B RIP RAP FLOW STIR 19
2' MAX NOT TO SCALE
- - _- _ -_ -_ -_ -_ -_- -_ -_- - _ -_ -_ z _ AT CENTER
�I I -I 1 =1 I I- -I 1=1 I -I I- III - III - III - III -I �I I I- III -I 11=1 I- III -I 11 =1 I I I -I -III -`
1 I I- III -I �I I III - III - III -I 1 =1 11 =1 �I 11 =1 1 =1 11 =1 1 =1 1 =1 11 =1 �I I I� 1 =1 I I 1 =1 �I I- _irll_�n- / NOTES: \
11 I I I- III_ __ __ A MAXIMUM SPACING „z
I III III I I- III -I I- III - III -II I I li III -I I- III - III -I �I I I� -I =11 -II I 4 MIN. -II -III_ s s B 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
=1� II II 111 II 11 1- -I II II II I II III II I =III =I I -II L- III =III= I��I_IICIII _ - TO BE DESIGNED BY THE ENGINEER. END OF FLARED SECTION
_ _111_111_ °III_lll_111 all_III_111_111_ -
_ 4' TO 6' 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
= III_III_III_III_ RIPRAP APRON DESIGN STANDARDS.
A AND B ARE AT EQUAL ELEVATIONS 3. RIPRAP SHOULD EXTEND UP BOTH SIDES THE APRON AND AROUND THE END
GENERAL NOTES: OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
CROSS SECTION 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
PERSPECTIVE VIEW 1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF CULVERT HEIGHT.
MORE THAN 30 DAYS. 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
PVC VENT 2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
PVC ELBOW PIPE SCHEDULE 40 TYPE. MAINTENANCE NOTES: SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
PVC PIPE V -6" MIN. APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
PVC END CAP 3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILT ���S4 B PEC D BY THE FINANCIALLY RESPONSIBLE 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM i B o B
PAR (�R �-I�i� A(. N�'I LY TER EACH RAINFALL AND AT LEAST DAILY WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 3
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS DUR L I L . NT REPAIRS NEEDED SHALL BE MADE I c
WATER SURFACE ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER IMMEDIATELY. III= 111 =�- -III= III =1„ 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 111111 =111 =111 -- 9" MIN. 11 =Ii7= 111 =111- 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING _
ENVIRONMENTALLY SENSITIVE AREAS. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END �I�i' 1?
0000 �
O°° PVC END CAP OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE III =, 1111 CHANNEL SHALL NOT BE ALLOWED. I W1
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. FABRIC SHALL BE REPLACED PROMPTLY. 1j1�11 - I =11 B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON I END OF APRON I
Ir =' - 11 =1111= WILL BE PERMITTED.
_ -
1 -
SCHEDULE 40
1 - _I -
1-
_1
- -
PVC PIPE 6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. m = J =111_
FILTER CLOTH PLAN
PVC PIPE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 111- i11Ui- III =111= 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
1 /2" HOLES IN �N�q =n, N1 =1 _ _I I -Il, -i =q =III =111 =111° PLACEMENT OF RIP RAP.
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO 111= 111 -111 =' 1 =111= I = _111 =111 = 111 �Itl_111 =111-
PVC TEE UNDERSIDE ORIFICE 7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER THE EXISTING GRADE, PREPARED AND SEEDED.
. ANY PVC TEE - PLATE AREAS OF CONCENTRATED FLOW, 10 MUST DIS
E�STABIILIZEDA FROM END OF APRON TO RECIEVING CHANNEL
0 R SLOPE
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR �II�II�I1 ®u ®IIIIII - L -
FLEXIBLE PLAN CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. FlLTER FABRIC
HOSE RIP -RAP r MIN.
OUTLET La W1 W2 *T H ulll l��
E) DISSP. #1 10' 12' 4' AVG.SIZE 4' LAP
NOT TO SCALE 1.2' 1 (IF NEEDED)
NOT TO SCALE
DISSP. #2 10' 12' 4' 1.2' 1 AVG.SIZE 4" ELEVATION
•
CITY OF CHARLOTTE STR1 22' 25.5' 10.5' 2.25. 1 AVG.SIZE 1'
END VIEW • CITY OF CHARLOTTE (% LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM / STD. NO. STR24 10' 12' 4' 1.2' 1 AVG.SIZE 3" NATURAL GRADE
FRONT VIEW �CY� LAND DEVELOPMENT STANDARDS
TEMPORARY SILT FENCE /STD. NO REV. CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.10 / STR26 12' 4' 1.2' 1 AVG.SIZE 3" RIP RAP
�CHARIATTE- INCLUDES CHARLOTTE ETJ 30.06A 4� STR28 10' 12' 4' 1.2' 1 AVG.SIZE 3" H RI
i
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000. STR 33 10' 12' 4• 1.2 1 AVG.SIZE 3" _ -. _ - _ y _ T (THICKNESS)
STR35 12' 14' 6• 1.2' 1 AVG.SIZE 6" NOTE: LAYER OF FILTER FABRIC f
NOT TO SCALE * d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL" MINIMUM H =2/3 PIPE DIAMETER
dmax = 1.5 x d50 SECTION B -B
• CITY OF CHARLOTTE / \ T = 1.5 X dmax.
/ • CITY OF CHARLOTTE RIPRAP APRON AT PIPE OUTFALLS
LAND DEVELOPMENT STANDARDS SKIMMER NOTES: � LAND DEVELOPMENT STANDARDS
� /STD. NO. REV.
�CHARWrTE. INCLUDES CHARLOTTE ETJ 30.028 1 1. A STABILIZED ENTRANCE PAD OF 5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE / STD. N0. REV.
# CHARLATTE OTHER THAN A T SWIM 2023
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIALTHE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALLBE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND /OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATEDTO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 18" OUTLET PIPE
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER
IS NOT PROVIDED.
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. INCLUDES CHARLOTTE ETJ
STEEL POST s' MAX. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
,----STEEL POST
WIRE FENCING I WIRE FENCING 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
z FILTER FABRIC 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.
'ion w #5 WASHED STONE
WOVEN FILTER FABRIC m e� 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
M FLOW 5�° FOR LATE WINTER AND SOIL AMENDMENTS: \
C4 Off' 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
F EARLY SPRING: AND 750 LB /ACRE 10 -10 -10 FERTILIZER
q WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
G -
� - - - - - - - - - - - - - - - - - - - - - APPROVED SEDIMENT BASIN SEE STD. NO. 30.116.
," SEEDING MIXTURE: MULCH:
�III_III -III_ _ III = III_ III_ III_ III_ III_ III_ 111_111 - III- III_III_III_III_III II_III_III-
o RYE GRAIN 120 LB ACRE APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
=III= III - III =III III - III - III - III - III - III - III -III= III - III - III - III = 11111 =III = = III =1111 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
-111 = 111 =111= - �I = = 1 =1 = I1 =1I = 1 =1 = = 1 =1 = I1 =1 = I I I� =III- ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
�� �� N I� III =�1 =1� '�= III -I�- III- I�- ��111� = �1 -I�- III- I� -��III -III - III - 1II 4 MIN. ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
mil -III- =I� il�11� �II�II�I- 1j1- III- 1�IilIII IIIII�I�III -III- -III OF TEMPORARY COVER IS NOT TO EXTEND MAINTENANCE:
OOip OO� BEYOND JUNE)
GENERAL;�" 100' MIN. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
T
SEEDING DATES: EROSION OR OTHER DAMAGE
9/A� PUBLIC STREET JAN. 1 - MAY 1
1. WIRE FENCING SH& BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY SPACING.
THAN 30 DAYS. - S0 FOR SUMMER: SOIL AMENDMENTS:
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE EXISTING GROUND z I- -
� I FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
L STABILIZATION FABRIC AND 750 LB /ACRE 10 -10 -10 FERTILIZER
° UNDER #5 WASHED STONE SEEDING MIXTURE:
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL GERMAN MILLET - 40 LB /ACRE MULCH:
TYPE. (A SMALL - STEMMED SUDANGRASS MAY BE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" 100' MIN. I SUBSTITUTED AT A RATE OF 50 LB /ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
STAY SPACING. r TOOL
MAINTENANCE NOTES: SEEDING DATES:
5. TURN SILT FENCE UP SLOPE AT ENDS. MAY 1 - AUG. 15 MAINTENANCE:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY j REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING EROSION OR OTHER DAMAGE
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES z (n SOIL AMENDMENTS:
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 2
THE DECOMPOSE OR
BECOME THE FABRIC U FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL 1W
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS SHALL BE REPLACED PROMPTLY. °c D° LIMESTONE AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER SEEDING MIXTURE:
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE EL RYE (GRAIN) - 120 LB /ACRE MULCH:
ENVIRONMENTALLY SENSITIVE AREAS. HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. GRADE, PREPARED AND SEEDED. AUG. 15 - DEC 30 TOOL
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA MAINTENANCE:
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER NOT TO SCALE MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
AREAS OF CONCENTRATED FLOW. NOT TO SCALE LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
•
CITY OF CHARLOTTE FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ( ESCPDM), SECTION 6.10.
• FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
CITY OF CHARLOTTE HIGH HAZARD LAND DEVELOPMENT STANDARDS STABILIZED C 0 N S TR U C TI 0 N ENTRANCE./ FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
LAND DEVELOPMENT STANDARDS STD. NO. REV. THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
/ STD. NO. REV. \.CHARI.O'I°I'E. INCLUDES CHARLOTTE ETJ 30.11 A � o
TEMPORARY SILT FENCE CITY OF CHARLOTTE
°OTTE INCLUDES CHARLOTTE ETJ 30.06 B 4/ LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING S C H E D U L E
� S3. N0. REV.
`CHARLMTE. INCLUDES CHARLOTTE ETJ 30.17 9/
LENGTH AS NECESSARY
TO GO THRU DIKE
CITY OF CHARLOTTE _ SEDIMENT PIT
RIP RAP & WASHED STONE NOT REQUIRED IF BASIN
FILTER BERM IS LOCATED DOWNSTREAM
4' MIN. PIPE (CLDS 30.12) OF PIPE OUT LET.
h LAND DEVELOPMENT STANDARDS GENERAL NOTES-SEDIMENT BASINS (VOLUME PER CLDS 30.12)
� STD. N0. REV.
�CIIAPtWFTE- INCLUDES CHARLOTTE ETJ r0.03B 3.,/ IPCCO SUMMARY i
1.5' MIN. 12 SEDIMENT PIT
(Original Parcel ID Number(s): 14307104 I FLEXIBLE PIPE II " "� " " SD # SLOPE )RAIN CHAR"
(Development Type: Commercial I TIE DOWN 10' MAX. SPACING - -. _ ', "" "* ", " " DIAMETER INVERT BERM HEIGHT
I TIE DOWN AT END 7
S102 12" 638.0 640.5
Subject toPCCO. Y/N No 4'x4'(INSIDE) PRE -CAST VAULT ,
If NO, why? Zoning P -
4'X4'(INSIDE) PRE -CAST VAULT g etition - Dry Detention Only 6" THK. WALLS, MIN, W/ TOP 4 (MIN)* " "" "" " " ", SD3 15" 636.0 639.01
6" THK. WALLS, MIN, W TOP (Watershed: Central Catawba AND STEPS AT 18 "O.C. CONTECH "STORMRAX" HOOD OR APPOVED EQUAL -rf DIAMETER (D) " " " ° " ° " , " sD4 12- 640 642.50
AND STEPS AT 18 "O. C./ CONTECH "STORMRAX" HOOD OR APPOVED EQUAL - a "' " "• _
WITH ACCESS OPENING �1 � " SD6 '8. ti5u.0 ti52. o5
Site Area (ac): 32.47 THROAT -VIII- PROFILE
=n >r
WITH ACCESS OPENING =� =T�= -
THROAT I Pond 1 Pond 2 616.5 � \ �- - - �� II =�_�p1 sTaKES• - - sD7 16° 636 641.24
I -� -�'-
620.00 (Disturbed Area (ac): 5.42 2.52 12 "WEIR \ EARTH DIKE SD8 1 z tiz5 628.29
RIP -RAP APR * SD9 12" 632.0 634.5
12 "WEIR (Total on -site Drainage Area (ac): 11.2+ 1.44 =12.64 2.52 ELEV= 615.25 \ * AT LESS THAN , % SLOPE " �• ", "' ° .
ELEV= 618.50 \ (Existing Built -upon -area (SF): 0 0
(Existing BUA to be removed (SF): 0 0 _ EXTEND TO EDGE OF DISTURBANCE
(Existing BUA to remain (SF): 0 0 4" DIAMETER PVC INV= 612.00
LACE 2.5" SKIMMER IN ORIFICE
IProposed New BUA (SF): 316,157 90,605 ROUT AROUND GAPS
Pro sed %BUA: 78 83 I
I 1 CONSTRUCTION SPECIFICATIONS:
6" DIAMETER PVC INV= 612.00 I � 18" OUTLET PIPE
PLACE 6" SKIMMER IN ORIFICE I 1 I Density (High /Low) High High 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
GROUT AROUND GAPS 30" OUTLET PIPE 8.5'CRET 2' DEEP \ RCP 2.0%
ITotalPost- Project BUA for site: 316,157 90,605 CONCRETE DEADMAN 0 \ / DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
1O'X1O'x2' DEEP RCP ® 0.76% + \ HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
CONCRETE DEADMAN \ (Development or Redevelopment? Development Development BY FORMING.SEE INV= 612.00
O CRETE FORMING.SEE INV = 612.00 \ / INaturalAreaRequired(ac): 0 Q ANCHOR FASTN.BELOW 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
ANCHOR FASTN.BELOW BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
INatural Area provided, total (ac): 0 0 6" STONE BASE 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
6" STONE BASE IUndisturbed Treed Natural Area Preserved (ac): 0 0 EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
4
(Total stream buffer protected on -site (ac): 0 O TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
(Transit Station Area? Y/N N N
IDistressed Business District? Y/N N N COMPACTED SUBGRADE 95%
NOT TO SCALE
COMPACTED SUBGRADE 95%
(Mitigation Type (if applicable) N/A N/A 1
CONTROL BOX 2
INatural Area mitigation? Y/N N N CITY OF CHARLOTTE
NOT TO SCALE Buffer Mitigation? Y/N
CONTROL BOX 1 N N NOT TO SCALE cCTyi LAND DEVELOPMENT STANDARDS EL_EX 1 B L_E PIPE S L_O P E DRAIN / STD. No. REV.
(
Total Phosphorous Mitigation? Y/N N N CHARLOTTE- INCLUDES CHARLOTTE ETJ I 30.04
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SEE STD. 20.23 AND 20.24
4»
_ IT _ E _ ITI
END VIEW
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
`�- INCLUDES CHARLOTTE ETJ
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838.01
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PLAN
TABLE OF DIMENSIONS
12 :FT
-1 /4" 4" 2'-0" 4 01„ 2' 0°
15 2 -1/4" 6" 2' -3" 3' -10" 2' -0"
2$ „3/ 1 3, -8„ 2_16" -0"
30" 71 /�1' -� 4' -6" 1' -8" � -0°
36" „ 4" 1;-3" 5'-3" 2' -11' 6' -0"
42 4 -1/2" 1 -9" 5' -3" 2' -11" 6' -6"
�" �5" ±2' -� 6' -0" 2' -2 " -0"
54" 5 -1/2" 2' -3" 5' -6" 2' -10" 7' -6"
X60" �6" �2' -� 5' -0" 3' -3" � -0"
66 6 -1 /2" 3; -0" 6' -0" 2'- 3" 8' -6"
72 7" 3 -0 6' -6" 1' 9" � -0 °-
__
6'- 1 "" 73330
6' -1" 730
6'- 2"1770
6' -� 2380
8' -2" 5320
8' -2" 5920
8'- 7470
8' -4" 8810
8' -11180
8' -3" 12530
8'- �1398�
GENERAL NOTES:
SINGLE PIP
DOUBLE PIPE I
1. SEE FORMER NCDOT STANDARD 310.01 FOR
DETAILS.
2. REINFORCEMENT SHALL CONFORM
TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE
DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
YD"
1.0
18"
3• ALL CONCRETE TO BE 3600 P.S.I
COMPRESSIVE
STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT
AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT
AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS
WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS
AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED
1.5
RIGHT OF WAY.
FLARED END SECTION
12 THRU 72" PIPE
y -I
I f
NOT TO SCALE
1/8"
-° I, \ / °
d
d°
a
4 ,A 4 d <
d °
4 d
° °
GROOVE JOINT IN SIDEWALK
1/8" RADIUS
d 4 1/8" TO 1/4"
4 m 4�d
°4 ° 8
4" a° 4 4 8
J 4 °
d a 8
a d
A °Q d °
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
• CITY OF CHARLOTTE
/ STD. NO. REV. LAND DEVELOPMENT STANDARDS
20.22 1
`CHAPJ'TE- INCLUDES CHARLOTTE ETJ
QQ ((}} SLOPE AS INDICATED ON PLANS
BELL
PLACE DOOFE PIPE - 6"
TO FACE OF WALL
N_
CONC.
1 RIPE #4 -BARS
12" L
FOOTING
-� - -B
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR - nX +r
+ DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
LOC.1PIPE SINGLE PIPE DOUBLE PIPE
DIA. 15" 18 "124" 3D" 36" 42" 48" 15" 18 "124" 30" 36" 42" 48"
t I - - I 1 BARS 'tXn "X,/ r,X„ �r X" 11X,r ,rXrr Y* #,Xfr Y*, "X" Irx,r I „Xrr "xlr "x?, r,X" Y* "X" Y*
G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5
f- " f + - _I_ -I.1 M QTY. 2 -
2 1 1 2 2 2 2 2 3 2
-DOWEL 1 G QTY. 2 2 3 3 4 4 1 5 2 2 3 3 4 4 5
-� L I TOTAL LBS. 9 9 14 1 14 19 55 65 12 12 19 19 23 77 92
OPTIONAL CONSTRUCTION JOINT
DIMENSIONS AND CONCRETE QUANTITIES I
ELEVATION USING CONCRETE PIPE I
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WITH COPING REMOVED
"
GENERAL NOTES:
ALL DROP INLETS OVER 3' -6" IN DEPTH TO BE PROVIDED WITH STEPS
1' -2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66.
CLASS "B" CONCRETE TO BE USED.
ALL MORTAR JOINTS ARE 1/2" ± 1/811.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO
TRAFFIC.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE
BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
TO BASE AS SHOWN ON STANDARD 840.00.
FOR 8' -0" IN HEIGHT OR LESS USE 8" WALL. OVER 8' -0" IN HEIGHT USE 12"
WALL TO 6' -0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6' -0 ".
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
0
COMMON DIMENSIONS
SINGLE PIP
DOUBLE PIPE I
I D
I 15"
H B G
3' 3" i' -8'J 2' -9"
I T I S
2Y" 91"
L
5' -6"
YD3
0,7
M
[ 2' -z"
L
7' -8"
YD"
1.0
18"
3' -7" 1' -10" 3' -2"
21t"
10"
6' -4"
1.0
2' -7"
8' -11 "I
1.31
I 24"
4' -2" 2' -1" 4' -0"
3"
10"
8' -0"1
1.5
3'-5"
i1' -6]
2.0
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
30"
5, -0" 1 2,,6" 41 -711
1
414"
11112"
9' -2'r
2.3
4'-3"
13 S"
3.1
36"
51 -81'
21-8r11 5, -6"
43"
1211"
11'.
3.4
5' -0"
16' -p"1
4.5
!
4
2r+
3, -1nI�
8, -4"
514 to
111-tr,
12' 8"
4.5
5'-10"
18' -6"1
6.0
I 46"
6' -9" 1 3' -5"
71 -2"
1 534"
1 1111"
14' -4")
6.0
6' 8"
21' -0 "1
8.0
*SEE SHEET 3
FOR FALL:
SOIL AMENDMENTS:
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GENERAL NOTES:
ALL DROP INLETS OVER 3' -6" IN DEPTH TO BE PROVIDED WITH STEPS
1' -2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66.
CLASS "B" CONCRETE TO BE USED.
ALL MORTAR JOINTS ARE 1/2" ± 1/811.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO
TRAFFIC.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE
BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
TO BASE AS SHOWN ON STANDARD 840.00.
FOR 8' -0" IN HEIGHT OR LESS USE 8" WALL. OVER 8' -0" IN HEIGHT USE 12"
WALL TO 6' -0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6' -0 ".
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
SHEET 1 OF 1
840.15
2' -6„
STD. 840.16
FRAME AND GRATE
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840.15
1
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/2" EXPANSION JOINT
w /
1/4" PER FOOT
/ PROPOSED CURB & GUTTER
i
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE S D E W A K S STD. NO. REV.
0.22 1
VARIES EXPANSION JOINTS @ 30' O.C. OR WHERE INDICATED ON ARCHITECTURAL SITE PLAN
CONTROL JOINTS @ 5' O.C. OR WHERE INDICATED ON ARCHITECTURAL SITE PLAN
�' �• •3600 P.S.I. CONCRETE
---l" SURFACE COURSE, SF 9.5
\\// \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \\ // \ \ / / (< ll (( ((< ll ((((
\ i\ \i \ \i \ \i \ \i \ \i \ \i \ \i \ \i \ \ \i \ \r� COMPACTED SUBGRADE \ \/\ \/\ \�^ / 2" TYPE I- BINDER
OV
- COMPACTED AGGREGATE BASE
CONCRETE SIDEWALK DETAIL COURSE
NOT TO SCALE
COMPACTED SUBGRADE
2" BITUMINOUS CONCRETE
SURFACE COURSE, 1 -2
6" COMPACTED AGGREGATE BASE
COURSE
COMPACTED SUBGRADE
LIGHT DUTY PAVEMENT SECTION
(AUTO AREAS)
NOT TO SCALE
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
NOTE: PAVEMENT SECTION THICKNESS SHOWN IS BASED UPON CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARD SECTIONS AND NOT ON AN ENGINEERED PAVEMENT DESIGN
7'
/ 6' 4'MIN. 6'
*NOTE
ALL HANDICAP SPECIFICATIONS SHALL BE
INSTALLED AS PER A.D.A REQUIREMENTS.
ACCESSIBLE RAMP AT BUILDING SIDEWALK
NOT TO SCALE
AWCUT CONTROL JOINT ® 6' OC.
�vIIN. 1" DEPTH
". • • /. /_ ; 4000 P.S.I. CONCRETE
' "X6 "W1.4XW1.4W.W.M.
REINFORCING MIN. 2" DEPTH
0
4" CRUSHED AGGREGATE BASE COURSE
j\/j\/%0/1'
\i \ \i \ \i \ \i \ \i \ \i \ \i� COMPACTED SUBGRADE (95% A.S.T.M.)
REINFORCED CONCRETE DETAIL_
(DUMPSTER PAD)
NOT TO SCALE
STORM WATER PIPE SCHEDULE
OFF INLET TOTAL FULL UPSTREAM
FROM TO DIA�bE{4N� P (o R A AC) CO FtOW� V 0 T
;JR2 STF � 42 34 0.5 0.27 0.95 1.8 71.42 77.07 8.01 612.21
STR2A STR2 36 67 10.0 - 0.95 - 16.64 20.5 6.53 631.73
STR3 STR2A 36 264 0.7 54.75 8.55 633.78
S fR4 b`T 3 V v 15 - ^ - - - ^ v 7 ` 5 v ` - 0.54 0.8 3.03 4.5 4.95 �4 03�' v 634.35
ISTR5 STR4 15 20 0.5 0.22 0.95 1.47 1.47 4.95 4.03 634.45
ISTR6 STR3 18 294 0,5 _ 0.95 - 6.0 8.05 4.55 630.48
ISTR7 STR6 18 57 0.5 0.45 0.95 3.0 6.0 8.05 4.55 630.77
ISTR8 STR7 15 25 0.5 0.45 5 v 3 ^0 3.0 8.05 4.03 630.9
ISTR10 STR2 36 67 0.5 0.65 0.6 2.74 38.11 51.09 7,23 618.74
ISTR11 STR10 36 75 0.5 0.12 0.95 0.8 35.37 51.09 7,23 619.12
STR12 STR111� ^ 36 78 0.5 0.26 0.95 1.73 ^ X34.57 51.09 7.23 619.51
STR13 STR12 36 "� ��`� -29 0.5 0.46 0.8 2.58 32.83 5 /" 27 3__'/� 619 66
ISTR14 STR13 30 2 0.5 - 0.95 - 30.25 31.42 6.4 __Qja667,
ISTR15 STR14 24 12 0 �_ 0.12 0.95 0.8 13.69 17.33 5.52 6/ 19.73
ISTR16 STR15 24 49 10.0 - 0.95 - 77.5 24.67 5.52 624.83
ISTR17 STR14 24 208 0,5 - 0.95 - 16.56 17.33 5.52 620.71
ISTR18 STR17 18 81 0.5 - 0.95 - 8.15 17,33 5.52 639.59
ISTR19 STR18 18 82 0.5 - 0.95 - 8.15 17.33 5.52 640.0
ISTR20 STR17 24 223 0.5 - 0.95 - 8.41 17.33 5.52 621.83
ISTR21 STR20 24 2 0.5 0.4 0.8 2.25 8.41 17.33 5.52 621.84
ISTR22 STR21 18 111 0.5 0.74 0.8 4.16 6.16 8.05 4.55 622.4
ISTR23 STR22 15 20 �\ ^mod, imp � 9,955 2.0 2.0 4.95 4.03 622.5
ISTR24 STR2 18 35 2.0 0.18 0.95 1.2 14.87 16.09 9.11 632.63
ISTR24 STR2 18 67 1.0 1.35 0.95 9.01 9.01 11.38 6.44 636.17
I
ISTR25 STR24 15 127 0.5 0.26 0.95 1.73 4.66 4.95 4.03 636.14
ISTR26 STR25 15 79 0.5 0.26 0.95 1.73 2.93 4.95 4.03 636.72
ISTR27 STR26 15 117 0.5 0.18 0.95 1.2 1.2 4.95 4.03 637.5
I 2.1 .,.C1 712. .,..•., ..I1/ 1
;�._. li LL ICA ♦r1 Il' 1.71 1.71 Qe11C �C/' 11117
13.3 3.33 ;1.1G L. O:; 2.\; - - 3. J:: L.
ISTR34 STR33 15 47 2.0 0.5 0.95 3.33 3.33 9.90 8.06 613.02
I` nTG nA C, C.19 Y.UV II.VJ VIJ.VL
ISTR38 STR37 STR35 18 77 1.5 0.44 0.95 2.93 13.63 13.94 7.89 613.16
STR37 18 199 4.22 0.46 0.95 3.07 10.7 23.4 13.2 649.8
n c, n� nzz ��..� _
V.V
ISTR40 STR38 18 68 0.5 0.66 0.95 4.4 7.63 8.05 4.55 650.34
STR41 STR40 15 33 0.5 /--o-4,6 \ 0.95 3.23 3.23 4.95 4.03 650.7
`STR42 EXFES X13.73 19.19 10.58 638.65
STR43 STR42 (18 69 1.4 - 0.95 - 13.7S' '46� '2 ^447 639.67
ISTR44 STR43 'T5 �' `J �� 0.26 0.8 1.41 2.94 4,95 4.03 1 640.19
STR45 STR44 24 20 0.5 0.08 0.95 1.53 1.53 4.95 4.03 /> 640.29
I
ISTR46 STR43 24 155 0.5 - 0.95 - 10.79 17.33 5.52 640.45
ISTR47 STR46 24 70 0.5 - 0.95 - 10.79 17.33 5.52 640.8
ISTR48 STR47 24 75 0.5 - 0.95 - 10.79 17.33 5.52 641.18
ISTR49 STR48 24 67 0.5 0.22 0.95 1.47 10.79 17.33 5.52 1 641.52
STR50 STR49 15 126
0.5 0.26 0.95 1.74 4.54 4.95 4.03 � 642.15
ISTR51 STR50 15 172 0.5 0.24 0.8 1.34 2.8 4.95 4.03 643.01
ISTR52 STR51 15 20 0.5 0.26 0.8 1.46 1.46 4.95 4.03 ( 643.11
- v v v v .i w v v ✓­/
18 "PVC AD /R) 18PVC - 0.5 1.46 0.8 8.22 8.22 9.66 9.46 -
ALL PIPE MATERIALS SHALL BE CLASS 3 RCP UNLESS LISTED OTHERWISE
RF - ROOF DRAINAGE (TYP)
Q10 RAINFALL INTENSITY - 7.03
/
0
\
FOR LATE WINTER AND
SOIL AMENDMENTS:
3 -6
BRICK COPING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO
ti
p N ON O �
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
V
m
MULCH:
PERIMETER OF THE INLET, A MAXIMUM OF
RYE (GRAIN) - 120 LB /ACRE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
3.
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
HARDWARE CLOTH. SECURE THE WIRE
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
z
OF TEMPORARY COVER IS NOT TO EXTEND
m
WO W
> Q
o N z
FLAP OF THE WIRE MESH UNDER THE
BEYOND JUNE)
MAINTENANCE:
RECOMMENDED.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
PLACE CLEAN GRAVEL (NC DOT #5 OR #57
SEEDING DATES:
EROSION OR OTHER DAMAGE
O
JAN. 1 - MAY 1
SMOOTH TO AN EVEN GRADE.
FOR SUMMER:
SOIL AMENDMENTS:
AREA HAS BEEN STABILIZED, REMOVE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
ACCUMULATED SEDIMENT, AND
W
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
6.
SEEDING MIXTURE:
u�
LLJ
STABILIZED IT WITH GROUNDCOVER.
GERMAN MILLET - 40 LB /ACRE
MULCH:
O
(A SMALL - STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
H
SUBSTITUTED AT A RATE OF 50 LB /ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
Q
SEEDING DATES:
Z
MAY 1 - AUG. 15
MAINTENANCE:
U
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
8„
A
6„
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB /ACRE
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
D
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
i
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ( ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES
OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
C
• CITY OF CHARLOTTE
_
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
�
CILUMOM. INCLUDES CHARLOTTE ETJ
/STD. NO
30.17
REV.
9,/
D
=
0
S
-
Z
D
,,
m
m
Z
1
SECTION
X -X
I
DIMENSIONS AND
QUANTITIES
DIME4SIONS
OF BOX
& PIPE GONG.
TOTAL
BRICK MASONRY
DEDUCTIONS
FOR
m
PIPE SPAN
WIDTH
HEIGHT IN BASE
ONE
PIPE
PER FT.
BRICK
MIN.
D A
B
H CU. YDS.
HEIGHT
COPING
H
C.S.
R.C.
12" 3' -0"
2' -0"
2' -8" 0.267
0.313
0.037
0.871
0.020
0.032
15"
18"
/
3' -0" 0.267
3' -5" 0.267
0.313
0.313
0.037
0.037
0.976
1.106
0.031
0.044
0.047 I
0.065
24" fff
///
4' -0" 0.267
0.313
0.037
1.289
0.078
0.113
30" 3' -0"
2' -0"
4' -3" 0.267
0.313
0.037
1.367
0.122
0.170
SHEET 1 OF 1
840.15
2' -6„
STD. 840.16
FRAME AND GRATE
vl
8,r B
=0 - ----------------
I
I
I
�f
SECTION Y -Y
0 0
�0�?
...1 ° �
L.i,. / t
00 rn
�o� ¢!
z a)
a-
Lu 0
r
W
z o
O
LU
0 � �
W_ _j l� !
rL
z ;t CO
�.
Lu
ul
z
z
SHEET 1 OF 3
838.01
z
ocy)
1-4 Q
Q ii
H cc CD V
LLJ0Hz
O c
z
Q U CC O i�••I -I
F-
Cn F- LL 0
o °c~n<
Z H �
CL H
Q tC]
r-I
H W w
_j H
� H �
a
a0
O M
< I= :D
Z
G °C
Z
0 V
H N
U) CCH
J
O
z
w
SHEET 1 OF 1
840.15
1
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/2" EXPANSION JOINT
w /
1/4" PER FOOT
/ PROPOSED CURB & GUTTER
i
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE S D E W A K S STD. NO. REV.
0.22 1
VARIES EXPANSION JOINTS @ 30' O.C. OR WHERE INDICATED ON ARCHITECTURAL SITE PLAN
CONTROL JOINTS @ 5' O.C. OR WHERE INDICATED ON ARCHITECTURAL SITE PLAN
�' �• •3600 P.S.I. CONCRETE
---l" SURFACE COURSE, SF 9.5
\\// \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \\ // \ \ / / (< ll (( ((< ll ((((
\ i\ \i \ \i \ \i \ \i \ \i \ \i \ \i \ \i \ \ \i \ \r� COMPACTED SUBGRADE \ \/\ \/\ \�^ / 2" TYPE I- BINDER
OV
- COMPACTED AGGREGATE BASE
CONCRETE SIDEWALK DETAIL COURSE
NOT TO SCALE
COMPACTED SUBGRADE
2" BITUMINOUS CONCRETE
SURFACE COURSE, 1 -2
6" COMPACTED AGGREGATE BASE
COURSE
COMPACTED SUBGRADE
LIGHT DUTY PAVEMENT SECTION
(AUTO AREAS)
NOT TO SCALE
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
NOTE: PAVEMENT SECTION THICKNESS SHOWN IS BASED UPON CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARD SECTIONS AND NOT ON AN ENGINEERED PAVEMENT DESIGN
7'
/ 6' 4'MIN. 6'
*NOTE
ALL HANDICAP SPECIFICATIONS SHALL BE
INSTALLED AS PER A.D.A REQUIREMENTS.
ACCESSIBLE RAMP AT BUILDING SIDEWALK
NOT TO SCALE
AWCUT CONTROL JOINT ® 6' OC.
�vIIN. 1" DEPTH
". • • /. /_ ; 4000 P.S.I. CONCRETE
' "X6 "W1.4XW1.4W.W.M.
REINFORCING MIN. 2" DEPTH
0
4" CRUSHED AGGREGATE BASE COURSE
j\/j\/%0/1'
\i \ \i \ \i \ \i \ \i \ \i \ \i� COMPACTED SUBGRADE (95% A.S.T.M.)
REINFORCED CONCRETE DETAIL_
(DUMPSTER PAD)
NOT TO SCALE
STORM WATER PIPE SCHEDULE
OFF INLET TOTAL FULL UPSTREAM
FROM TO DIA�bE{4N� P (o R A AC) CO FtOW� V 0 T
;JR2 STF � 42 34 0.5 0.27 0.95 1.8 71.42 77.07 8.01 612.21
STR2A STR2 36 67 10.0 - 0.95 - 16.64 20.5 6.53 631.73
STR3 STR2A 36 264 0.7 54.75 8.55 633.78
S fR4 b`T 3 V v 15 - ^ - - - ^ v 7 ` 5 v ` - 0.54 0.8 3.03 4.5 4.95 �4 03�' v 634.35
ISTR5 STR4 15 20 0.5 0.22 0.95 1.47 1.47 4.95 4.03 634.45
ISTR6 STR3 18 294 0,5 _ 0.95 - 6.0 8.05 4.55 630.48
ISTR7 STR6 18 57 0.5 0.45 0.95 3.0 6.0 8.05 4.55 630.77
ISTR8 STR7 15 25 0.5 0.45 5 v 3 ^0 3.0 8.05 4.03 630.9
ISTR10 STR2 36 67 0.5 0.65 0.6 2.74 38.11 51.09 7,23 618.74
ISTR11 STR10 36 75 0.5 0.12 0.95 0.8 35.37 51.09 7,23 619.12
STR12 STR111� ^ 36 78 0.5 0.26 0.95 1.73 ^ X34.57 51.09 7.23 619.51
STR13 STR12 36 "� ��`� -29 0.5 0.46 0.8 2.58 32.83 5 /" 27 3__'/� 619 66
ISTR14 STR13 30 2 0.5 - 0.95 - 30.25 31.42 6.4 __Qja667,
ISTR15 STR14 24 12 0 �_ 0.12 0.95 0.8 13.69 17.33 5.52 6/ 19.73
ISTR16 STR15 24 49 10.0 - 0.95 - 77.5 24.67 5.52 624.83
ISTR17 STR14 24 208 0,5 - 0.95 - 16.56 17.33 5.52 620.71
ISTR18 STR17 18 81 0.5 - 0.95 - 8.15 17,33 5.52 639.59
ISTR19 STR18 18 82 0.5 - 0.95 - 8.15 17.33 5.52 640.0
ISTR20 STR17 24 223 0.5 - 0.95 - 8.41 17.33 5.52 621.83
ISTR21 STR20 24 2 0.5 0.4 0.8 2.25 8.41 17.33 5.52 621.84
ISTR22 STR21 18 111 0.5 0.74 0.8 4.16 6.16 8.05 4.55 622.4
ISTR23 STR22 15 20 �\ ^mod, imp � 9,955 2.0 2.0 4.95 4.03 622.5
ISTR24 STR2 18 35 2.0 0.18 0.95 1.2 14.87 16.09 9.11 632.63
ISTR24 STR2 18 67 1.0 1.35 0.95 9.01 9.01 11.38 6.44 636.17
I
ISTR25 STR24 15 127 0.5 0.26 0.95 1.73 4.66 4.95 4.03 636.14
ISTR26 STR25 15 79 0.5 0.26 0.95 1.73 2.93 4.95 4.03 636.72
ISTR27 STR26 15 117 0.5 0.18 0.95 1.2 1.2 4.95 4.03 637.5
I 2.1 .,.C1 712. .,..•., ..I1/ 1
;�._. li LL ICA ♦r1 Il' 1.71 1.71 Qe11C �C/' 11117
13.3 3.33 ;1.1G L. O:; 2.\; - - 3. J:: L.
ISTR34 STR33 15 47 2.0 0.5 0.95 3.33 3.33 9.90 8.06 613.02
I` nTG nA C, C.19 Y.UV II.VJ VIJ.VL
ISTR38 STR37 STR35 18 77 1.5 0.44 0.95 2.93 13.63 13.94 7.89 613.16
STR37 18 199 4.22 0.46 0.95 3.07 10.7 23.4 13.2 649.8
n c, n� nzz ��..� _
V.V
ISTR40 STR38 18 68 0.5 0.66 0.95 4.4 7.63 8.05 4.55 650.34
STR41 STR40 15 33 0.5 /--o-4,6 \ 0.95 3.23 3.23 4.95 4.03 650.7
`STR42 EXFES X13.73 19.19 10.58 638.65
STR43 STR42 (18 69 1.4 - 0.95 - 13.7S' '46� '2 ^447 639.67
ISTR44 STR43 'T5 �' `J �� 0.26 0.8 1.41 2.94 4,95 4.03 1 640.19
STR45 STR44 24 20 0.5 0.08 0.95 1.53 1.53 4.95 4.03 /> 640.29
I
ISTR46 STR43 24 155 0.5 - 0.95 - 10.79 17.33 5.52 640.45
ISTR47 STR46 24 70 0.5 - 0.95 - 10.79 17.33 5.52 640.8
ISTR48 STR47 24 75 0.5 - 0.95 - 10.79 17.33 5.52 641.18
ISTR49 STR48 24 67 0.5 0.22 0.95 1.47 10.79 17.33 5.52 1 641.52
STR50 STR49 15 126
0.5 0.26 0.95 1.74 4.54 4.95 4.03 � 642.15
ISTR51 STR50 15 172 0.5 0.24 0.8 1.34 2.8 4.95 4.03 643.01
ISTR52 STR51 15 20 0.5 0.26 0.8 1.46 1.46 4.95 4.03 ( 643.11
- v v v v .i w v v ✓­/
18 "PVC AD /R) 18PVC - 0.5 1.46 0.8 8.22 8.22 9.66 9.46 -
ALL PIPE MATERIALS SHALL BE CLASS 3 RCP UNLESS LISTED OTHERWISE
RF - ROOF DRAINAGE (TYP)
Q10 RAINFALL INTENSITY - 7.03
/
0
\
FOR LATE WINTER AND
SOIL AMENDMENTS:
ri
EARLY SPRING:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO
ti
p N ON O �
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
V
SEEDING MIXTURE:
MULCH:
PERIMETER OF THE INLET, A MAXIMUM OF
RYE (GRAIN) - 120 LB /ACRE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
3.
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
HARDWARE CLOTH. SECURE THE WIRE
(OMIT ANNUAL LESPEDEZA WHEN DURATION
TOOL
m o
a
OF TEMPORARY COVER IS NOT TO EXTEND
m
WO W
> Q
o N z
FLAP OF THE WIRE MESH UNDER THE
BEYOND JUNE)
MAINTENANCE:
RECOMMENDED.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
PLACE CLEAN GRAVEL (NC DOT #5 OR #57
SEEDING DATES:
EROSION OR OTHER DAMAGE
O
JAN. 1 - MAY 1
SMOOTH TO AN EVEN GRADE.
FOR SUMMER:
SOIL AMENDMENTS:
AREA HAS BEEN STABILIZED, REMOVE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
ACCUMULATED SEDIMENT, AND
W
AND 750 LB /ACRE 10 -10 -10 FERTILIZER
6.
SEEDING MIXTURE:
u�
LLJ
STABILIZED IT WITH GROUNDCOVER.
GERMAN MILLET - 40 LB /ACRE
MULCH:
O
(A SMALL - STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB /ACRE)
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
Q
SEEDING DATES:
Z
MAY 1 - AUG. 15
MAINTENANCE:
U
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB /ACRE
MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES:
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30
TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ( ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES
OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
�
CILUMOM. INCLUDES CHARLOTTE ETJ
/STD. NO
30.17
REV.
9,/
/
0
GENERAL NOTES:
1.
UNIFORMLY GRADE A SHALLOW
ri
DEPRESSION APPROACHING THE INLET.
2.
DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO
ti
p N ON O �
THE GROUND SURROUNDING THE INLET.
V
SPACE POSTS EVENLY AROUND THE
a
w
PERIMETER OF THE INLET, A MAXIMUM OF
N
I
4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE MESH
5* o b3
HARDWARE CLOTH. SECURE THE WIRE
N m
a
MESH TO THE STEEL POSTS AT THE TOP,
m o
a
MIDDLE, AND BOTTOM. PLACING A 2 -FOOT
m
WO W
> Q
o N z
FLAP OF THE WIRE MESH UNDER THE
a Y w
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4.
PLACE CLEAN GRAVEL (NC DOT #5 OR #57
O
STONE) ON A 2:1 SLOPE WITH A HEIGHT
O
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
W
ESTABLISH FINAL GRADING ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
u�
LLJ
STABILIZED IT WITH GROUNDCOVER.
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR #57
WASHED STONE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
�EI'E- INCLUDES CHARLOTTE ETJ
DOWNSTREAM STRUCTURE FINISH COMMENTS
612.0 STR2 CI 640.0 ORING CLASS 4
625.0 STR2A JB 642.0
631.93 STR3 JB 641.57! 0.92 AC RD
63198
634.35 STR5 CI 638.95
629.01 STR6 JB 643.0
630.48 STR7 CI 635.92
630.77 STR8 CI 635.92 \
$;g 7,- �Tq�n CI P'c\ 3 AJC I 1
618.39 STR10 DI 637.0
618.74 STR11 CI 640.0 J
619.12 STR12 DI 633.5 ��/ J
619.51 V l S _Rl 3 - CI 637.5
619.66 STR14 JB 637.62
619.67 1 STR15 CI 637.5
619.93r / STR16 JB 637.0 1.93 AC PARKING DECK
619.67 STR17 JB 641.57
639.18 STR18 JB 649.0
639.59 STR19 JB 643.5 1.45 AC POND ORING
620.71 STR20 JB 633.56
621.83 STR21 CI 633.56
621.84 STR22 CI 627.0
622.4 STR23 CI 627.0 1.0 AC AD /RD
631.93 STR24 CI 642.0
635.5 STR24A JB 44.5 1
635.51 STR25 CI 642.0
636.34 STR26 CI 642.0
636.92 STR27 CI 642.0
,.1=' �T.,Tn
117.v VVI IX.. VL nJJ Y
n, T n A nTn T, re r. nT n
612.0 STR34 CI 646.65 CLASS 4
1 TC
V IL.V
612.0 STR37 CI 646.9
641.4 STR38 CI 655.3
VJV.YT
650.0 STR40 CI 656.33 \/1
650.54 STR41 CI 656.2
636.0 STR42 EXJB 650.35
638.65 ` STR43 CI 651.47 ORING
639.67 /1 STR44 CI 644.45
640.19 1 STR45 JB 644.45
639.67 STR46 JB 657.0 BORING
640.45 STR47 JB 657.0
640.8 STR48 JB 657.5
641.18 STR49 CI 658.0 0.82 AC AD /RD
641.52 STR50 CI 658.0
642.15 STR51 CI 647.3
643.01 T 647.3
- AD /RD AD VARIES 1
DI - DROP INLET
CI - CURB INLET
DCI - DOUBLE CURB INLET
OT - OPEN THROAT
HW - HEAD WALL
FES - FLARED END SECTION
RD - ROOF DRAIN
AD - AREA DRAIN
4' MAX. _{
19 -GAUGE HARDWARE
CLOTH (4" MESH OPENINGS)
----------- - - - - --
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
2'
2'
NOT TO SCALE
/ STD. NO REV.
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PARKING SPACE PAVEMENT MARKINGS
ACCESSIBLE PARKING REQUIREMENTS SIGNAGE
(SEE NOTE 4)--- ® ® @ Q o © ® ©� ACCESSIBLE ROUTE
(SEE NOTE 3)
MINIMUM NUMBER MINIMUM NUMBER OF
TOTAL PARKING SPACES REQUIRED
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES
SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO
50.09 FOR
1 TO 25 1 1 DIMENSIONS
26 TO 50 2 1 /
NOTE:
51 TO 75 3 1 _i ONE OUT OF EVERY
EIGHT (8) ACCESSIBLE
76 T0100 4 1 I_ 11 _ 5' _8 8_ _ 8_I -_ 8_I 5� I_ 8_ SESSTHANUONE,�S
101 TO 150 5 1 I REQUIRED TO BE VAN
151 TO 200 6 1 VAN VAN - ACCESSIBLE.
AC ACCESSIBLE
201 TO 300 7 1 SPACE SPACE
(OPTION 1) (OPTION 2)
301 TO 400 8 1
401 TO 5DO 9 2
501 TO 1000 2% OF TOTAL 1 IN EVERY 8 O
ACCESSIBLE SPACES
MUTCD
1001 AND OVER EACH 20 PLUS 1 100 OVER01000 ACCESSIBLE SPACES �11 A CESS BLE lJ 1R2 "x6P NO MUTCD _RESERVED
` PARKING 12x16 PARKING MUTCD
REFERENCE: SECTION 208 OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN ICS
R7 -8
RESERVED 12 "x16"
NOTES: PARKING R7-8° ANY
1. ALL 12"x18" ACCESSIBLE SIGNS (R7 -8 & R7 -1) SHALL BE MOUNTED AT 7 12 "x18" TIME
FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE ( MUTCD). MOUNTING
HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN `
SIDE. EWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO
US OPTIONAL
MAXIMUM
ACCESIBLE PENALTY CLDSM 50.1OC
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ( MUTCD) U.S. LOADING $zgp 12 "x9"
DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF ZONE SIGN _
TRANSPORTATION SUPPLEMENT. MAXIMUM
PENALTY CLDSM 50.10C
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE $250 12 "x9"
REQUIRED AT LOADING ZONE AREA.
SEE STANDARD NO. 50.10C FOR
4. SIGNAGE MUST NOT OBSTRUCT ACCESSIBLE ROUTE OR RAMPS. SUPPLEMETAL SIGN DETAIL
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
�CIIARIJOI'TE. INCLUDES CHARLOTTE ETJ
i
r,.9 a ;x. i M U rye
PENALTY
$250
�GS20 -37.6
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
C �
O \ EXIST. TREE
1 E # 4 REBAR
�J( *) _ = J( *) = 12" ON CENTER THICK SIDEWALK ON WASHED STONE
EXP. JOINT --- �"
f
VAN 1 EXP. JOINT
F II ACCESSIBLEI1 SIGN R7 -SP B B
= =
e 1 RESERVED
c PARKING 4" THICK
SIDEWALK // - G - SIDEWALK
H (SIGN R7 -8
C S�ILBLE
GROOVE JOINT REBAR °CHAIRS" A GROOVE JOINT
L
PLAN VIEW
\1 / I/
MAXIMUM
uj PENALTY (SIGN CLDSM #50.10C
Ll O $ 250
Q
r o w EXIST. TREE
R7 -8P o' o
/ o L
DIMENSIONS (INCHES) O
Ll ~z
A B C D E F G H J K L (n 5' -0" GROOVE JOINT
O X # 4 REBAR 6" THICK SIDEWALK
l 12 6 3/8 3/8 1 -1/2 1 -1/2D 1/2 1D 2 -1/2 4 1 -1/2 10 W #4 REBAR 12" ON CENTER
12 12° EXP. JOINT
I FINISHED GRADE 2° REBAR "CHAIRS" j
v 6" CONC. EXISTA" THICK SIDEWALK _ _ EXIST. 4" THICK SIDEWALK
* INCREASE SPACING 50% ,
.. ° BACKFILL .. °� °' - r�
D -FHWA (FEDERAL HIGHWAY ADMINISTRATION /USDOT)
SERIES D LETTERS �\ (MIN 3:1 SLOPE)
III III II -.. .III III= SURROUND /PROTECT ROOTS
IIII� WITH #57 STONE PLACE WASHED STONE CAREFULLY #57 STONE
III (DEPTH VARIES) TO AVOID DAMAGE TO EXISTING ROOTS DO NOT COMPACT SOIL
LEGEND AND BORDER -GREEN
BACKGROUND - WHITE
NOT TO SCALE SECTION A -A SECTION B -B
NOT TO SCALE
• CITY OF CHARLOTTE SUPPLEMENTAL VAN ACCESSIBLE
5 0.10 A 9/ �� LAND DEVELOPMENT STANDARDS SIGN (R7-8P) REINFORCED C O N C R E T E SIDEWALK
/ STD. N0. REV. • CITY OF CHARLOTTE
�'K INCLUDES CHARLOTTE ETJ 50.106 9/� LAND DEVELOPMENT STANDARDS
`C tURLMTE- INCLUDES CHARLOTTE ETJ (BRIDGING TREE ROOTS)
NOTES: o
\ti NOTE: I. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 1
SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7 -8P) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
\ SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
- ±- ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE 3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
STD. N0. 50.106)
REQUEST OF ARBORIST.
II 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
�I VAS R7 -8P LEGAL MANNER.
ACCESSIBLE
(CLDSM 50.1OB) 5. RESEED UNMULCHED, DISTURBED AREAS. r/v
RESERVED
PARKING 3/4" NYLON STRAP
6° SLIP KNOT WITH STOP KNOT.
< 6° LARGER THAN TREE DIAMETER
/J -SIGN R7 -8 ROOT CROWN TO
f3 /8" (TYPICAL) 1 / \1 nl BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
4" HIGH / 6" WIDE MAXIMUM
y 3/8" (TYPICAL) BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
i
3 - 1 "x2 "x18° WOOD STAKES
MAXIMUM WITH CENTERED 3/8" HOLE
PENALTY -SIGN CLDSM #50.10C DRIVEN IN LINE WITH STRAP FINISH GRADE
O $ 250 EQUALLY SPACED AROUND TREE
z
l.� Q G520 -37.6 - _ - - _ -
C)o
Emil
O REMOVE TYPICAL EXCESS SOIL BACKFILL AS SPECIFIED
Z FROM ROOT CROWN
6 ' ° I IIII 111 111111 11 111
V) REMOVE FINISHED GRADE REMOVE TOP ANY AI WIRE EP - �11ROOT BALL SOIL
/ - .
W AND ANY NAILS INS, ETC. 1 -"
LL DIA. 12"
/ - yARIEl -
�, BASKET WHERE PRESENT
III III III III- •III III RAISE PIT BOTTOM TO SET ROOT CROWN
III AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROUT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1 -2004)
NOT TO SCALE FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12 -14' 16' 24" 16"
3" ,4 -,6' ,6' 32" 2," NOT TO SCALE
SUPPLEMENTAL ACCESSIBLE • CITY OF CHARLOTTE TREE PLANTING
SIGN STD. NO. REV. LAND DEVELOPMENT STANDARDS
50.10C 9/ SID. .NO. REV.
���- INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES) 40.01
NOTES:
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT
SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20 -37.
THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7 -8
PARKING SIGNS ERECTED AFTER DECEMBER 31,1990
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
�dM INCLUDES CHARLOTTE ETJ
i
1/2" RADIUS 6' _ - 2'_0" = OF TRANSPORTATION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED
�6„ INTERSECTION, OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION
3" RADIUS 1/2" RADIUS IS PROPOSED BY CDOT BASED ON A TRAFFIC IMPACT /SIGNAL WARRANT STUDY,
°° 1/8" RADIUS 3" RADIUS A FULL DEPTH ASPHALT PAVEMENT (2 -1/2" S -9.5 B/C AND 6" B -25.0 B /C) IS
1 ° REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100 -FOOT
° d MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC
N d ° e 1/8" RADIUS SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY /1
d I ° _ BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS. V
d
°p ° ° 2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL = V -6" CURB AND GUTTER 04
d LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY (STANDARD N0. 10.17A)
°d ° TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTIONS. 24' MIN.
a d
= 2' -6., _ ° ° + 3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM
1' -6° _ ENTERING DRIVEWAY. - - VARIES - MINIMUM ENTRANCE FOR 2 LANES
STANDARD 2' -6" CURB AND GUTTER ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS OF TRAFFIC IS 26' FACE TO
1' -6" STANDARD CURB AND GUTTER 4. FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES AND INTERSECTIONS. FACE OF CURB.
I!
5. TWO (2) ACCESSIBLE RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS.
N TRANSITION FROM 2' -6" CURB
TO V -6" CURB AND GUTTER IN
+FOUR (4) FOOT GUTTER AND WINGS WILL NOT BE REQUIRED TO DIRECT WATER ACROSS 20' -0" PER STANDARD NO. 10.20
DRIVE IF THE DRIVEWAY GUTTER SLOPE IS GREATER THAN 2 %.
1/2" EXPANSION JOINT (TYPICAL
END OF EACH RADIUS)
6" _ = 1' -6" = 6" _ = 1' -6" = RIGHT OF WAY
3" RADIUS I 3" RADIUS
a a I _/ 26' MIN. _
ed ° ed ° 02 FT FT = = ACCESSIBLE RAMP - STANDARD
�_/ .03 FT/FT 4' -0" N0. 10.31A OR 10.32A (TYPICAL
EACH SIDE) GROOVE JOINT PER STANDARD
4 -� °cam a - - - - - - - 4 - �1„ w NO. 10.17B.
° ° ° a ° p 2' -6" CURB AND GUTTER
G ° < a ° I e a ° • a ° • CONSTRUCTION JOINT 4' CONCRETE GUTTER (STANDARD NO. 10.17A)
°n °d e OR GROOVE JOINT 5' (MIN.)
-0" FT/FT - - - A- - -�
_ 03 SECTION A -A
2' -0" STANDARD CURB &GUTTER = _ - GROOVE JOINT - - - -
SLOPE FOR VARIABLE
TRANSITION CONCRETE DEPTH FROM 7" AT LIP TO 10" * CONSTRUCTION JOINT
SUPERELEVATION RATES AT CONCRETE GUTTER CONSTRUCTION JOINT IF NO
ASPHALT BASE INSTALLED. IF ASPHALT BASE IS
USED, 7" CONCRETE DEPTH CAN BE CARRIED PLAN
THROUGH THE CONCRETE GUTTER.
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE cr��i LAND DEVELOPMENT STANDARDS TYPE III DRIVEWAY ENTRANCE
LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER Nb. REV.
\ /STD. N0. REV., �CHARWfTE INCLUDES CHARLOTTE ETJ 10.28 7 J
aTTE INCLUDES CHARLOTTE ETJ 10.17 A
/ \ / WALL OR BUILDING FACE
A NOTES:
JOINT SEALER 1/8" RADIUS (TYPICAL) w 1. BIKE RACKS SHOULD BE INSTALLED AS PER
0 5 -0 MANUFACTURER'S RECOMMENDED INSTALLATION
Q PROCEDURES.
I �
rtll 8 CD 2. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE
SURFACE OF GUTTER J a USED BUT ARE SUBJECT TO APPROVAL BY THE
�Y/ s _j CHARLOTTE DEPARTMENT OF TRANSPORTATION.
4° ° a 0]
d � I I I I I- I I- I 3. ALL DIMENSIONS SHOWN ARE MINIMUM.
d 0
I °I
Q
JOINT FILLER Q 4' -0"
TRANSVERSE EXPANSION JOINT
NOTES: PLAN VIEW
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER, w
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED 0
a a
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING. L`
cD
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. o f2' -o" VARIED
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. J
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
m SCHEDULE 40 STEEL
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. o
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. Q y ~2 0 PLATE ANCHORS OR
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. EMBEDDED MOUNTING.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. a a
U a d 18.75" a
4
SIDE VIEW
NOT TO SCALE
NOT TO SCALE • CITY OF CHARLOTTE
• CITY OF CHARLOTTE_ LAND DEVELOPMENT STANDARDS WAVE RACK FOR
LAND DEVELOPMENT STANDARDS CURB AND GUTTER INCLUDES CHARLOTTE ETJ BICYCLE PARKING 50.21 RE J
/ siu. No. REV. C�IARLOTTE.
\CHARLOYFE- INCLUDES CHARLOTTE ETJ h 0.1 7 C
rA
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJE
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRI
FOR GENERAL SPECIFICATION REGARDING TREE PROTI
PLAN VIEW OF ROOT ZONE_
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR 1/2 HEIGHT OF TREE
FOR PRUNING SEE WHICHEVER IS GREATER
INTERNATIONAL SOCIETY =
OF ARBORICULTURE SPECS. 6' MINIMUM WIDTH
FOR 2" CAL. TREES
- UK SMALLtK
DEAD TREES AND SCRUB OR UNDER o
GROWTH SHALL BE CUT FLUSH WITH -I
ADJACENT GRADE. NO GRUBBING It
ALLOWED UNDER DRIP LINE.
2 "x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING 1
MAY BE USED. I-
• CITY OF CHARLOTTE
C% LAND DEVELOPMENT STANDARDS
`M INCLUDES CHARLOTTE ETJ
TREE PROTECTION DETAIL
REDUCED PRESSURE PRINCIPLE ASSEMBLY
SHUT -OFF VALVE #1 SHUT -OFF VALVE #2
SEE NOTE #2 SEE NOTE #2
CHECK VALVE #1
TEST COCK #1 CHECK VALVE #2 -
RESTRAINED JOINT
SEE NOTE #3
�t
REMOVABLE INSULATED SEE NORTE #4
ENCLOSURE MEETING ASSE b
1060 SPECIFICATIONS. _
ENCLOSURE TO INCLUDE I FLOW -
DRAIN PORT(S) PER CMU DUCTILE IRON PIPE OR
' REQUIREMENT. TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
SUPPORTS RELIEF VALVE ON EACH END OF ASSEM
SEE NOTE #4 _ 12" MIN. SEE NOTE #3
30 "MAX. OUTLET
SLOPE GROUND
AWAY FROM _ I I • * 1 • • • • (1I -�II
COVER -III I IL..I�I 1 1 ���I1 111 IIII11'••'I-
I LOWEST POINT OR
RELIEF VALVE OUTLET rh
SLEEVE REQUIRED
(TYP.)
SUPPORT, PAD AND
CONCRETE FOOTINGS AS
REQUIRED BY SYSTEM DESIGNER
RESTRAINED JOINT MIN. 4" THICK
SEE NOTE #3 CONCRETE PAD
REQUIRED
7 SPECIFIED BALL DIAMETER
SPECIFIED BALL DIAMETER
I
TOP OF BALL NATURAL SOIL LINE EFFECTIVE BALL DIAMETE _
AS DUG TOP OF BALL
AS DUG
/ z 1111, 2" MAXIMUM OF SOIL
COVERING ACCEPTABLE /
NATURAL SOIL LINE f UNACCEPTABLE SOIL
COVERING
ROOT CROWN
ROOT CROWN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED /GROWN Too DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
CITY OF CHARLOTTE - ROOT FLARE DEPTHS
_J N
NOTE
1. B
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CMU J
J i 2
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC TO EACH APPROVED Q
Q o '
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED. C
CO o N -
REFER TO CMU APPROVED LIST OF BPA's. z
z
O�
2. F
FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) Z
Z " y
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER
SWITCHES ARE REQUIRED.
3. P
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU 0
0 i
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH Z
Z
MEGALUG RESTRAINTS OR APPROVED EQUAL. D
D
O
4. S
SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL L
LLI O
BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE _
__J
ON DRAIN PORT. a
a 0
5. I
INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE (
(„� LLI ,
INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR Z
Z
FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BPA. O
O
6. A
ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE
Go
OUTSIDE OF ZONING SET -BACK. Q
Q
UJ
7. T
THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED C
CV
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
'
OTHER WATER - USING APPURTENANCES CONNECTED TO THE 1
1 '
SUPPLY LINE BETWEEN ANY WATER METER AND ITS -
-
CMU - REQUIRED BACKFLOW PREVENTER. u
u) (\I
LIJ
8. E
EACH CMU- REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER C
CV
SYSTEM IN SERVICE.
a
9. A
ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE- a
LLI
MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL L
(1.6" TO 2_4 ")
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O O O O O O O !�
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O O O O
(1.6" TO 2.4 ")
O O O O O O O O O O O O O O O O O O O O O O O o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OQ OQ OQ O
O O O O O O O O O O O O O O O O O O O O O O O
O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O
4' -0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW 1­1 1­1
NOTES: TRUNCATED DOME SPACING
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
3 LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH
0
-BACK OF WALK
-BACK OF GUTTER
(VARIABLE SLOPE NOT TO EXCEED 12:1)
FLO WLI N E
a • •
° °
e °d
- 2, -3„ _ 4' -0" 2' -3„
SECTION THROUGH FLOWLINE
EXISTING WALK 1/4" PER FOOT _
/ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1 1 % -
- _ FLOW LINE
° ° °
° a ° ° ° a° ° 1° a ° 7„
If
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS. -�-j O' 4{�- 4' -0" 4' -0" _ _ 1' -5 / 6
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. L� 0 2"
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET MALL,
WHERE FRENCH GRAY IS TO BE USED. 09" TYPICAL RAMP CL SECTION
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8 ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
TRUNCATED DOME SECTION
NOT TO SCALE
• CITY OF CHARLOTTE TRUNCATED DOMES
REVISED 2/3/06
h LAND DEVELOPMENT STANDARDS STD. NO. REV. • CITY OF CHARLOTTE ACCESSIBLE RAMP SECTIONS
\CHARMTE- INCLUDES CHARLOTTE ETJ PLAN AND CROSS-SECTION (0.3513 LAND DEVELOPMENT STANDARDS 2'-0" VALLEY GUTTER
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6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET MALL,
WHERE FRENCH GRAY IS TO BE USED. 09" TYPICAL RAMP CL SECTION
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8 ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
TRUNCATED DOME SECTION
NOT TO SCALE
• CITY OF CHARLOTTE TRUNCATED DOMES
REVISED 2/3/06
h LAND DEVELOPMENT STANDARDS STD. NO. REV. • CITY OF CHARLOTTE ACCESSIBLE RAMP SECTIONS
\CHARMTE- INCLUDES CHARLOTTE ETJ PLAN AND CROSS-SECTION (0.3513 LAND DEVELOPMENT STANDARDS 2'-0" VALLEY GUTTER
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l PLANTING SCHEDULE
\ QUANTITIES ARE EO�t ONVENIENCE PNLY. CONTRACTOR IS RESP)NSIBLE FOR ACTUAL PLANT MATERIAL SHOWN )N PLANS.
1 i W
SYM. QTY. /� ^> / BOTANICAL NAME COMMON NAME ROOT /CONTAINER HEIGHT /SIZE COMMENTS < ed
M
O' Q � Fl„I / 2 ACER x FREEMAPI 'AUTUMN BLAZE'II 'AUTUMN BLAZE' FREEMAN MAPLE B & B 2' CAL., MIN. 8' ,L
\ x AE /2 ULMUS CHINE�1 /SIS ' ALLEE' ALLEE ELM B do B 2' CAL., MIN. 8' Z
\ \ ♦ V) a- \ g ERCUS SHUM4DII SHUMARD OAK B do B 2" CAL., MIN. 8' o
NPH 315 1I�ECORNUTA ''NEEDLEPOINTE' NEEDLEPOINTE HOLLY 5 GAL 24 -30" HT 24" SPREAD, 5' OC
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W L0 NOTE:
\ ATTENTION CONTRACTOR / LANDSCAPER
3 1. NO LIGHT POLES, UTILITY POLES OR / \ d\ e IT IS THE RESPONSIBILITY OF THE CONTRACTOR /LANDSCAPER TO NOTIFY J w m
1 TRANSFORMERS CAN BE INSTALLED IN TREE / o FM \ \ \ THE URBAN FORESTER OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES z
Z V M V W °
ISLANDS. w FM �� \ OR LOCATIONS PRIOR TO PLANTING TREES, CALL THE ASSIGNED URBAN a �"
/ 3: I \ �'�� \ / FORESTER LISTED ON THE APPROVED PLAN FOR ANY CONFLICTS REGARDING a M a a
2. COMMERCIAL SCALE LIGHTING ( IN HEIGHT) o �. a \ e� 96 \ SIGHT, SIGNS, OVERHEAD POWERLINES OR OTHER UTILITIES.
w
MUST BE IN MINIMUM DISTANCE OF 30 FROM A ��ti da z
, , \ WITH PRIOR APPROVAL, ADJUST TREE PLANTING LOCATIONS TO AVOID m o w
TREE. / FM lY 6 �� �� UNDERGROUND UTILITIES -- PLANT 15 -20' OFF SEWER & STORM DRAINAGE w N W
3. PEDESTRIAN SCALE LIGHTING (< 15' IN HEIGHT) o / ti \ �J \ LINES' 10 -15' OFF GASH WATER PHONE AND UNDERGROUND a Q Y LL
MUST BE A MINIMUM DISTANCE OF 15' FROM A / O 0 �� \ ELECTRICAL LINES, 30 MINIMUM FROM SITE LIGHTING POLES.
y
TREE . / o s MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER, 8' TALL IF
SINGLE STEM; MINIMUM 8 TALL AND 3 STEMS MAXIMUM IF
/ FM QS MULTI -STEM. MULCH IS REQUIRED; STAKING /GUYING IS E
\ / a I o %jb6 J �°° OPTIONAL. V o
F o AE A \ ° PLEASE CALL ASSIGNED URBAN FORESTER FOR INSPECTION OF TREES w N
o - �� AND /OR TREE PLANTING AREAS 7 TO 10 DAYS BEFORE THE c, o N N o
w a / �d� \ TEMPORARY OF FINAL CERTIFICATE OF OCCUPANCY IS Ln ° �"
° 2 NOTE- O s o cn 2� o
\ �a� FIELD VERIFY TREES INSIDE RIGHT / o \ NEEDED. 0� ��- o
/ S A v i; rn
aY O C
_1 :A LARGE MATURING TREES MUST BE A MINIMUM OF 25 FT. FROM w7� z o x 3
OF WAY AND SETBACK. ANY / ?� / / j X�(�
o�- OVERHEAD DISTRIBUTION POWER LINES. IF TREES CONFLICT WITH \ /
\ / TREE INSIDE OF THE RIGHT OF \ /T E PROT CTION - A POWER LINES, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
WAY AND SETBACK IS THE CITY �\\� / NCE S DETAIL o M O
\ \ OF CHARLOTTE PROPERTY AND w / NPH (186) QS o AE TREE TOP SOIL /PLANTING MIX MIN REQUIREMENTS:
\ \ 6TEC WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND /OR WHERE NEW
�� NEEDS A SEPARATE PERMIT. � o
/ EE PROTEC �Y FENCE E DI PLANTING STRIPS OR ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND
\ �( COORDINATE WITH URBAN \ / O
\ \ \ \ FORESTRY PRIOR TO ANY \� �D< / �O / FE SEE DETAIL \ GRAVEL SUB -BASE MUST BE REMOVED BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING
COMPACTED SOIL MUST BE REMOVED AND REPLACED WITH 24" OF TOPSOIL /PLANTING MIX-OR-
DISTURBANCE AROUND \ �� / aE J EXISTING SOIL MAY BE UMCOMPACTED TO A DEPTH OF 24" AND AMENDED TO MEET TOPSOIL
O CHARLOTTE CITY TREES. Q �, ` / FM O STANDARDS FOR THE ENTIRE PLANTING AREA. U� Q
O TREE SAVE �� LLI Z
/ \
\ y' a � � � /�• 0 Q� F E 25 4 SF �.� SOIL IN ALL PLANTING STRIP OR ISLAND, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED -
0 �� G Q \� ■ ■ ■ SITES), MUST MEET THE MINIMUM OPSOIL /PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR
FRESH TOPSOIL /PLANTING MIX OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL �/ O
�r 0 TOPSOIL IS OF POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN W
`� , o O COMPLETELY REMOVED DURING GRADING.
�,
\ TREE P OTECTIO / cb P° �� � Q_
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SEE DETAIL �P ) 0 [ 0 TOPSOIL /PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF O
SUSTAINING VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, U
\ / ���`' \ -Q _ o AE WITH ADMIXTURE OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIV PLANTS AND THEIR
/ io�
b y.� /& d \�\ / o TREE PROTECTION I ROOTS, STICKS AND OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A Q
OWNER FROZEN OR MUDDY CONDITION.
/O' ' \\ / J��/ REE SAVE ■ FENCE SEE DETAIL I
, - TOPSOIL /PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5 -7.0 AND TEH FOLLOWING: Q Z
�.� \ \ / cA � • CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10 %; MAXIMUM 35% I I LL O
AEo Q < • COMPOST * /ORGANIC MINIMUM 5 %; MAXIMUM 10% W Z
/ 3 • SILT MINIMUM 30 0' MAXIMUM 50 0
E ROT TI °/ • COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM) MINIMUM 30%; MAXIMUM 450
..
F CE S D AI O - NPH 41/ - - _ - _ 3 I I
�° \ / ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE W W
DECOMPOSTION PROCESS. r n /U
m � J _�\ � / • / NPH (3) � V / V I
�R P O CTIOlxk z \ "00 W
��� EN E DETAI Q
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7 \ / _ HAPTER 21 CITY TREE ORDINANCE CODE SUMMARY = _
G/ OWNER -„� QS P`_�I- IMETER TREE REQUIREMENTS: U U
_ Qs
o TREE SAVE FOOT OF ROAD FRONTAGE ALONG MAINTAINED RIGHT OF WAY INCLUDING DRIVEWAYS. 21 new
� r � � U CASCAPE POINTE 1150 = 29 31 existing
1 ❑ I Y TREET. ______/ FT. ____ LARGE MATURING TREES REQUIRED/ TREES PROVIDED
STREET' GLEN LAKE 236 FT. = 6 LARGE MATURING TREES REQUIRED/ 6 ex TREES PROVIDED
o\ I ❑ ------------ - - - - -/ - - -- - - -- Q / - - --
�- I ^ Z W STREET: WEST TYVOLA_ ........ / _464_ FT. = _12- LARGE MATURING TREES REQUIRED/ 12 ex -TREES PROVIDED
��• / Z�:\ n nn I r I I I STREET: BILLY GRAHAM / 2312 / \ /
J ____ FT. _ _58_ LARGE MATURING TREES REQUIRED 58 ex -TREES PROVIDED
W,W, -----------------
� . FM - � v � �- � - Z �
1Z ; 0 '1 IF OVERHEAD DISTRIBUTION POWER LINES EXIST, ONLY SMALL MATURING TREES ARE ALLOWED
TREE PROTECTION II `- ti� WITHIN 25 FT. OF LINES. OTHERWISE 75% OF NEW TREES MUST BE LARGE MATURING. , *`'�rr�yGA�tryj�d�r
OWNER \ o ' / /' FENCE SEE DETAIL I a INTERNAL TREE REQUIREMENTS:
�•••••Q� �'•r
TREE SAVE OWNER - Q .` 0 moo !ADSC .%gyp rI
\ u TREE SAVE O a I O + q,O:. Ii-y,
3 c O O ONL TREE PER 10,000 SQ. FT. OF IMPERVIOUS AREA. ALL PARKING SPACES WITHIN 40 FT. OF
0 �1 `J �l a �lY A -REE. MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE IS 10%
0 �J �/ v
i O
�T u
�1 � r'1 CALCULATIONS: IMPERVIOUS AREA = _503,86_5___ SQ. FT. • y�
/ I `Jr)� �J O LANDSCAPE AREA = _910,528 __ SQ. FT. _ _ 64.4 % �� v ��'••oe �•• "• �r' lez / I O TOTAL SITE AREA = 1`4141393__ SQ. FT. (32.47 ACRES) dii IJA L• rt �e
,
�q�rr�errr
i
0 h� o TR VE * INTERNAL TREE REQUIREMENT: IMPERVIOUS AREA /10,000 = 503,865/10,000___51 TREES REQUIRED. �.
• TREE PR TECTION - / _
S, 0/0
19,3 F 51+ TREES PROVIDED \
Q ; I a
NCE SE■DETAIL M� Y / 4 U0�
_ r. O
�) ALL PROPOSED ON -SITE UTITLITES SHALL BE BELOW GROUND
- _ T O
0
3 -
� TREE ioizazola
CLL (92) Charlotte Urban Forestry Tree Planting and Preservation Requirements
0 AE >. FENC Plant Material
g r I TREE PROTECTION F+ o
r FENCE SEE DETAIL U U >. 1. Minimum tree size at planting is 2" caliper and 8' tall for single stem trees. All multi stem plants must be tree form,
o
w O • I E maximum 3 to 5 trunks, and minimum 8' tall. Where 3" single -stem caliper trees are specified /required the
z ' a \ 4E - / �j minimum height shall be 10' tall, if multi -stem trees are specified then they shall be a minimum of 12' tall.
�. 1 �� ( 2. All new trees must have straight trunks with strong central leaders intact to the top of the crown unless multi -stem
W / N c C s , L O trees are specified. All required trees shall be typical of their species and variety, have normal growth habits, have
k
I ) well- developed branches, be vigorous and have fibrous root systems. Trees with co- dominant branching will NOT be
0 \ AE I _ Ems• AEo E � accepted. Trees that have been sheared, topped or cut back to multiply the branching structure will NOT be
I o accepted. Trees shall be free of abrasions, damage, disease, pests and cracks. All pruning cuts greater than % inch
- - J r - L. r ® \ 0 diameter shall have callus tissue formed prior to planting. No pruning cut on the trunk shall be more than one -half
(� ' y- �y r y- - - �
it I- I I I\� I I I I I I I T I I I I I / the diameter of the central leader at the height where the cut was made. Root flares shall be located at grade. Trees
' I ■ I y with more than 2" of soil covering the root ball /flare from will NOT be accepted (CLDS.40.09).
O
- 3
) -� \ � j Size of required plants, spread of roots and size of balls shall be in accordance with ANSI Z60.1 (latest edition) as
published by the American Nursery &Landscape Association, except where specified /authorized by Urban Forestry.
(a I _ 1 / 1 4. All required trees of a particular species and variety shall be uniform in size and configuration.
O f'� "/1 5. Perimeter trees in urban zones shall be 3" in caliper and be free of branches up to 6' from the top of the ball.
V 6. A minimum of 50% of new trees must be native species, and sites with more than 20 trees required will have to
AE �^ Q install multiple (3 or more) species pursuant to the Tree Ordinance Guidelines.
O(� OWNER - - / / 7. 75% of required trees must be large mature species except in situations with overhead power line conflicts.
NER v TREE SAVE ^� Planting Requirements
E SA T� PR CTION �� �� AE AE AE 8. See CLDS 40.01 (on plan) for detailed tree planting requirements.
1 O O FENCE SE ETAIL - / 9. Plastic hose parts will NOT be accepted for tree staking. See CLDS 40.01 for approved staking method /materials.
/ �N -_ 10. All strapping, and top 1/3 of wire basket and burlap must be cut away and removed from root ball when planting.
11. For new planting areas, remove all pavement, gravel sub -base and construction debris; remove compacted soil and
- - - - - - - - - add 24" new topsoil, or till and amend the top 24" of existing soil to meet topsoil /planting mix standards for trees
(within entire minimum area of 274 square feet per large mature tree and 200 square feet per small mature tree).
j 12. Review soil requirements in the Tree Ordinance Guidelines at: http : //lancipermits.charmeck.orq then click Trees.
u u FUTURE roo YR V Utility Issues
13. Large maturing trees may not be planted within 25' of overhead power distribution or transmission lines. If trees
_ _ � conflict with power lines or signs, call Urban Forester to resolve BEFORE planting.
- �� 14. Adjust tree planting locations to avoid underground utilities. Plant 15' from all underground utilities.
yF 1 P g g g
15. No light poles, utility poles or transformers can be installed in tree islands.
16. Commercial scale lighting (> 15' in height) must be a minimum distance of 30' from a tree. Pedestrian scale lighting
E�l0 / k (5 15' in height) must be a minimum distance of 15' from a tree. Show site lighting on landscape plan.
1-1 � Tree Save and Preservation
ll } 17. Tree protection must be installed and verified by Urban Forestry prior to starting ANY construction activity.
.❑ O O O � Q
D D O �1 / 18. Show tree protection and trees save areas on erosion control, grading and landscape plan sheets.
\ _ x O 0 19. Commercial tree save areas must be recorded on a final plat with the Mecklenburg County Register of Deeds before
`/
TREE PROTECTI N / Urban Forestry holds can be released. A 10' no build zone around tree save areas must be referenced on the plat.
\ _ _ �1 FENCE SEE AIL / 20. The area of any easements (water, sewer, utility, etc.) can NOT be counted toward the tree save requirement.
- G < �\> U(� v / 21. Any alterations to tree save areas must be accomplished without mechanized equipment.
\TREE P TE N (`� �/ / / 22. Ground cover in tree save areas must be an organic material such as native forest floor leaf litter, mulch or pine
FENCk ETAIL - >< C 1 straw.
I � ���JJJ / / 23. No structure will be allowed within 10' of tree save areas unless approved by Urban Forestry.
\ 1 Cud COMMUNITY FRINGE / 24. All trees on public property are protected and removal must be permitted by the city arborlst (704)336 -4262.
0 �l TREE SAVE / General
LJ _
T � 56,7 F U U / � a/ k / �� 25. Call (704) 336 -3622 for an inspection of tree protection /planting areas, a minimum of 5 days before a CO is needed.
O C %�W 26. Visit City of Charlotte's Land Development website for additional information and urban forestry requirements:
\ TOTAL TREE SAVE AREA v 7 htto://l andi)ermits .charmeck.ora then click Trees.
O O /
15% OF TOTAL ACREAGE: 32.47 = O °
REQUIRED: 4.87AC' J 0U O O CjLU- /
\ 2Pn n �"++ / /
%C J` TREE SAVES / o � / ���� NOTE:
EE S VE _
2 / TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA
/�\ / 14 F/ v `n /
\� 43 SF \ _ _ _ - _ _ _ _ - - 0 / PROPOSED FOR TREE SAVE CONTAINS INVASIVE SPECIES AT TIME OF
O , PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO Ll 1
\ / O /
�� FINAL CO
\ \ \ FUTURE 100 YR � / / ��
/
EXISTING 100 YR 0 � / _ / /
50 0 25 50 100 200
\ \ COMMUNITY ERIN O }hv
\cF\ TREE PROTECTION J /
\ \ F tZ UCIKIt--- / / _ ,�' f ' / / / / NO SCALE: 1 " = 50'