NCC211671_ESC Approval Submitted_20210322

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PROJECT SUMMARY
PROJECT NAME: 1900 CONTINENTAL SITE IMPROVEMENTS ENGINEERING
1900 CONTINENTAL BOULEVARD APPROVED PERMIT No.: LDC 2016 00101
OWNER: SPWF-CONTINENTAL WAREHOUSE, LLC 4929 MONROE ROAD CHARLOTTE, NC 28205
PLANS PREPARED BY: OAK ENGINEERING, PLLC NORTH CAROLINA FIRM LICENSE #P 1742
TAX PARCEL NUMBER: 20308301 & 20308304 oak.engineering
ZONING: 1-2
APPROVED PETITION NO: NONE
JURISDICTION: CITY OF CHARLOTTE
WATERSHED DISTRICT: SUGAR WATERSHED (CENTRAL CATAWBA PC)
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FEMA INFORMATION: MAP NO. 3710452000K
MAP DATE: 9/2/2015 wF _ CONTINENTAL WAREHOUSE LLcFLOOD ZONE: OUT
LOT SIZE: 68.7786 ACRES
DENUDED AREA: 1 2.5 ACRES
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x x x DATE ISSUE REV. :a� sEAL <':
1 x x `-- -- -- -- -- -- -- --�-- -- -- -- --�-- -- -- -- --� -- -- -- -- -- -- -- -- -- -- --� ' COVER SHEET 1 2/28/20 2/24/21 1 33996 S 1 �_ r�� 1 I C1.0 •
� x x x x x x x x x x x x x x x x x x x x x / x x x x x i x x I�" �x x x x x x x x x- - x 1 -x 1 C1.1 PROJECT NOTES 12/28/20 2/24/21 1 % ��..FNGINe-''' z
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/' x I+ 1 x' C1.2 OVERALL PLAN 12/28/20 2/24/21 �*.*��R,,;,', ���'
- - - - C2.0 DEMOLITION & EROSION CONTROL PLAN 12/28/20 2/24/21 02/24/2021
1 X /; - \\ J 1 i C2.1 DEMOLITION & EROSION CONTROL PLAN 12/28/20 2/24/21
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O I —I -1 -! -! - I I - 1 I 1 C5.0 LANDSCAPING PLAN 12/28/20 2/24/21 ..
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' { { { { {—� { Y4 III II 1 1 SPWF CONTINENTAL BRETT CRANMER GREG WELSH, PE L.L (U)
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1 x CO__ H I H HI x x I 768 N BETHLEHEM PIKE,STE 203 1 21 W.TRADE ST., SUITE 2500 4929 MONROE ROAD },
1 I __ I i 1 LOWER GWYNEDD, PA 19002 CHARLOTTE, NC 28202 CHARLOTTE, NC 28205
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L 1 I KAM MERRELL EMILY CHIEN PETER RODRIGUEZ
II I I I I I - 1_L —1 _1 �_ J. � I I I— I I — I r 7 — ' CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE
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3 1 x $ I I I I I 1-= KEVIN PARKER CHARLOTTE WATER JOHN LaMARRE
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URBAN FORESTRY
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\ .ti I �_ �1- 1 i —} 1— 1 _i rt —I— t ll I— H_ 1 —� I Project No. 020.006
1 N O tJ r , ' ' )+ (;L `' ;:. L.� --•.L I I 600 E.4th STREET
1 I CHARLOTTE, NC 28202 Date Issued: NOVEMBER 16, 2020
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I I 1. 02/24/21 - PER CDOT COMMENTS
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/ x ORIGINAL PARCEL ID NUMBER(S): 20308301 & 20308304
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/ — - - - ®- / I I DEVELOPMENT TYPE: INDUSTRIAL 2.
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- - _ tClidIIIIIII I I I I 75.91
iii1 , �� TOTAL ON-SITE DRAINAGE AREA(AC): 26.0
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aEfiAR Fo I EXISTING BUILT-UPON-AREA (SF): 2,449,584
, ELEV=321,21. �_ �� I EXISTING BUA TO BE REMOVED SF 12,173
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ee•' • I i 1 I I EXISTING BUA TO REMAIN (SF): 2,437,411
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1 I b 1._ « « I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! HI I I I I I - , 1 PROPOSED NEW BUA (SF): 40,631
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1 1 pAwk0.'+PoW83 4 t a/���/L/////7/������IL/111/71 A.. /))"I PROPOSED% BUA: 82.60
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` 1 , - DENSITY (HIGH / LOW) HIGH Sheet Title
1 j' ' _ it r< b ' SCALE: �� - 00' TOTAL POST-PROJECT BUA FOR SITE: 2,476,022
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��������������������/ I CONSTRUCTION DOCUMENTS
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« III I iiiiiiiii iiii — iiiiiiiii ii ii iiiii i 1 i i i i i iiiii 1 DEVELOPMENT OR REDEVELOPMENT? REDEVELOPMENT
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!wco.,,,._.o -�' � � I � I I I T J a� i NATURAL AREA REQUIRED (AC): N/A
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- NATURAL AREA PROVIDED,TOTAL(AC): N/A�
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2 e ______________________________ CONTINENTAL BOULEVARD C 1 • 0
CONTINENTAL BOULEVARD CONTINENTAL BOULEVARD s r
_ - UNDISTURBED TREED NATURAL AREA PRESERVED N/A
� (80'PUBLIC ROW) (60'PUBLIC ROW) (fi0'PUBLIC ROW)
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R/W R/W R/W R/W�u,R/W R/W R/W R/W R/W• R/W R/W R/W R/W R/W R/W R/W. i .R/ 1I1 R/W R/W R/W R/W�aeR/W R/WR/W�� R/W R/W
TOTAL STREAM BUFFER PROTECTED ON-SITE (AC): N/A Sheet Number 1 Of 13
TRANSIT STATION AREA? Y/N
DISTRESSED BUSINESS DISTRICT?Y/NNO WHN ARCHITECTS hereby reserves their common law copyright
NO and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
3 3 MITIGATION TYPE (IF APPLICABLE) N/A changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
NATURAL AREA MITIGATION? Y/N NO the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
BUFFER MITIGATION?Y/N NO dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
TOTAL PHOSPHOROUS MITIGATION? Y/N NO must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

CHARLOTTE URBAN FORESTRY NOTES TREE PLANTING NOTES GENERAL GRADING NOTES CHARLOTTE LAND DEVELOPMENT NOTES GENERAL NOTES o o -0
CHARLOTTE URBAN FORESTRY - TREE PLANTING & PRESERVATION REQUIREMENTS 1. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF 1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. 1. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 3600 PSI CONCRETE W/1" DEEP GROOVE Q) 00 X O
CONSTRUCTION.ALSO,VARIOUS NCDOT PERSONNEL NEED BE NOTIFIED AS DIRECTED IN THE CONTROL JOINTS AT INTERVALS INDICATED ON SITE PLAN. PROVIDE EXPANSION JOINTS 65'-' N �+-- U O
(UPDATED 10/10/16) ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM 2. ALL ROAD IMPROVEMENTS AT ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE U N N
PLANT MATERIAL ROOT BALL. SPECIAL CONDITIONS OF THE NCDOT DRIVEWAY PERMIT. ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'. U.7 co L
1. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE-STEM TREES. ALL �--' z a) a) (�
MULTI-STEM PLANTS MUST BE TREE FORM, 1 3. MINIMUM TREE SIZE AT PLANTING IS 2-INCH 2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,GRAVEL SUB-BASE,AND 2. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY) 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. O N 6) 0) C
CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST BE TREE FORM,MAXIMUM 3 CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL -OR- UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM co coO
TO 5 TRUNKS,AND MINIMUM 10' TALL. WHERE 3" SINGLE-STEM CALIPER TREES AREALL DEBRIS, LOGS,TIMBER, JUNK AND OTHER ACCUMULATIONS. 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. 3. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER, SEWER CONNECTIONS & O Cr) Cr) C
UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX ROOF DOWNSPOUTS. > L. CO
SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10'TALL, IF MULTI-STEM TREES ARE co
SPECIFIED THEN THEY SHALL BE A MINIMUM OF 1 2'TALL. STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA of 294 SQ. FT. PER TREE). 3. PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTED TO CITY ENGINEER 5. DIRECT VEHICULAR ACCESS TO FROM LOTS IS PROHIBITED. CD d" d' 0)
4. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS & HANDRAILS, ETC. CO O O
3. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALL
PRIOR TO CONSTRUCTION. C'7 (U Imo- ti
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO ) 6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF
4. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE 5. DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES.
THE TOP OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALL REQUIRED TREES MULTI-STEM PLANTS MUST BE TREE FORM, ALL MULTI-STEM PLANTS MUST BE TREE FORM, CA CO
SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE MAXIMUM 3 TO 5 TRUNKS,AND MINIMUM 8 FEET TALL. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. 6. ACCESSIBLE PARKING:
WELL-DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH I- U
MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH CO-DOMINANT BRANCHING 4. A MINIMUM OF FIFTY (50) PERCENT OF NEW TREES MUST BE NATIVE SPECIES,AND SITES WITH FROM THE AFFECTED PROPERTY OWNERS. 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 1/4" PER FOOT
WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN SHEARED,TOPPED OR CUT BACK TO MORE THAN TWENTY (20) TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE SPECIES 5. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED ACROSS THE SPACE. 0 CO
MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF PURSUANT TO THE TREE ORDINANCE GUIDELINES.
ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN 1/26. NON-STANDARD ITEMS (i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY FROM THE AFFECTED PROPERTY OWNERS. b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROP OF 2" OR MORE. Ll.l "
INCH DIAMETER SHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT 5. NO LIGHT POLES WITHIN TREE ISLANDS. COMMERCIAL SITE LIGHTING MUST BE A MINIMUM REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE D.O.T. 8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. i A01 O
ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0% (1:20).
THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREES THIRTY (30) FEET AWAY FROM A TREE. IF PEDESTRIAN SCALE LIGHTING IS BEING USED,THEN BEFORE INSTALLATION.
LIGHTING MUST BE A MINIMUM OF FIFTEEN (15) FEET AWAY FROM A TREE. 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED PARKING SPACE
WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE 7. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 S.F. OF IMPERVIOUS AREA SINCE DEEMED NECESSARY BY THE INSPECTOR. v!
ACCEPTED (CLDS.40.09). SIGNS AS PRESCRIBED BY THE N.C.D.O.T. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
6. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15 FROM SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION. 10. CURB AND GUTTER SHOWN ON PLANS ALONG MAY BE ADJUSTED BASED UPON FIELD & APPROVED FOR USE UNDER N.C. GENERAL STATUTE R7-8, R7-8D "PENALTY" SIGN & HERE
3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE ALL UNDERGROUND UTILITIES (GAS,WATER, PHONE,AND ELECTRICAL LINES.) 0)
11
WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE 8. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER STAKING BY CITY ENGINEERING.ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE APPLICABLE, "VAN ACCESSIBLE" SIGN. (� •
ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY. 7. ATTENTION LANDSCAPER: NOTIFY URBAN FORESTER OF ANY SIGN, POWER LINE,OR OTHER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS MODIFICATION BASED UPON FIELD CONDITIONS.
CONFLICTS BEFORE PLANTING NEW TREES. 7. THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE EXISTING ^`
4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND • WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONDITIONS BEFORE SUBMITTING HIS BID. �J
CONFIGURATION. 8. LARGE MATURING TREES MUST BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD 9. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS Q
5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE FREE OF BRANCHES UP TO DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, 8. ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF
b' FROM THE TOP OF ROOT CROWN (BALL). CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
10. ALL BACK FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. BACK FILL SHALL BE WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. CONSTRUCTION, IN CASE OF CONFLICT,THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES,AND SITES WITH MORE THAN NON-PLASTIC IN NATURE, FREE FROM ROOTS,VEGETATIVE MATTER,WASTE, CONSTRUCTION 1 2. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.
20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE 9. PLEASE CALL [phone] FOR AN INSPECTION OF TREE PROTECTION AND/OR TREE MATERIALS,OR OTHER OBJECTIONABLE MATERIAL. BACK FILL MATERIALS SHALL BE CAPABLE PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR
9. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE NOTED.
TREE ORDINANCE GUIDELINES. PLANTING AREAS, 1 TO 2 DAYS BEFORE THE CERTIFICATE OF OCCUPANCY IS NEEDED. OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY
7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH 10. ORDINANCE-REQUIRED TREES MUST BE MAINTAINED IN TREE FORM &ALLOWED TO GROW TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER TAMPING BLOWS OR PROOF INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET 10. LIGHTING SHALL NOT EXCEED 30' IN HEIGHT.
OVERHEAD POWER LINE CONFLICTS. TO THEIR NATURAL HEIGHT/FORM,WITH A MAXIMUM OF THREE STEMS OR TRUNKS (NO ROLLING. ALL BACK FILL MATERIAL SHALL BE PLACED IN LOOSE 6-IN. LIFTS AND COMPACTED, RIGHT-OF-WAY. 1 1. THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL, INCLUDING THEOAK
TOPPING OR ROUNDING OVER) PLEASE BY MECHANICAL MEANS,AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR AS LISTED IN 13. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK, OR BACKWASH CHANNEL IN AN HORIZONTAL & VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS
PLANTING REQUIREMENTS (MAXIMUM 3 TO 5 TRUNKS, & MINIMUM 8 FEET TALL) NOTE BELOW. UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM CONTROL & PROVIDE ALL BENCHMARKS,STAKES, GRADES, LEVELS, & LINES NECESSARY FOR
8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS. 11. UNLESS APPROVED BY URBAN FORESTRY STAFF ALL REQUIRED TREES MUST HAVE SINGLE STEM 11 ALL BUILDING, SIDEWALK,AND PAVEMENT SUB-GRADES SHALL BE COMPACTED TO 98% OF ALL DEBRIS, LOGS,TIMBER, JUNK AND OTHER ACCUMULATIONS. CONSTRUCTION. CONTRACTORS) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT
TRUNKS WITH NO CO DOMINANT TRUNKS OR BRANCHES. TREE TRUNKS SHALL BE STRAIGHT E N G I N E E R I N G
9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR ASTM D698 TO A DEPTH OF 15 IN.AND TO 95% OF ASTM D698 BELOW 1 2-IN DEPTHS. ALL DAMAGE & MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES.
IN FORM AND FREE OF DAMAGE OR CRACKS. PRUNING CUTS SHALL BE CALLUSED OVER. 14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE
APPROVED STAKING METHOD/MATERIALS. OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 90% OF ASTM D698. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER 4929 MONROE ROAD CHARLOTTE, NC 28205
BRANCH LENGTH SHALL BE TYPICAL FOR THE TREES AGE AND NOT BE BROKEN, DISEASED OR RESTRICTIONS OF THE (CITY OF CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION APPROVES THEIR REMOVAL.ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF NORTH CAROLINA FIRM LICENSE #P1742
10. ALL STRAPPING,AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND INJURED. ROOT FLARE SHALL BE LOCATED AT GRADE AND BE FREE FROM EXCESSIVE 1 2. ALL BUILDING, SIDEWALK,AND PAVEMENT SUB-GRADES COMPACTIONS SHALL BE ORDINANCE,SECTION 7.200.8.
REMOVED FROM ROOT BALL WHEN PLANTING. CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGES BY oak.engineering
ADVENTITIOUS ROOT GROWTH. INTERMEDIATELY TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. ALL SUB-GRADES 15. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS THE CONTRACTOR AT NO COST TO THE OWNER.
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,GRAVEL SUB-BASE AND SHALL BE THOROUGHLY PROOF-ROLLED TO IDENTIFY SMALL LOCALIZED AREAS OF
CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL 1 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR / LANDSCAPER TO NOTIFY THE URBAN SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF 1 2. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS
AND AMEND THE TOP 1 8" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FORESTER OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO UNSUITABLE SOILS. ALL UNSUITABLE SOILS SHALL BE UNDERCUT, REPLACED WITH STRUCTURAL CHARLOTTE AND MECKLENBURG COUNTY.
FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET). FILL,AND COMPACTED AS LISTED IN NOTE 10. SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER.
PLANTING TREES. 16. ALL OPENINGS (E.G., DOORS,WINDOWS,VENTS) IN STRUCTURES BUILT ON LOT #'S SHOULD
1 2. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST 1 3. ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAWCUT.
AND/OR NCDOT. 13 COMMERCIAL TREE SAVE AREAS MUST BE RECORDED IN ACCORDANCE WITH THE BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE
(APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED 14. BURNING ON,OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
1 3. REVIEW/SOIL REQUIREMENT SIN THE TREE ORDINANCE GUIDELINES AT: APPROVED PLAN ON A FINAL PLAT AT THE REGISTER OF DEEDS OFFICE BEFORE URBAN GENERAL EROSION CONTROL NOTES
HTTP: CHARLOTTENC.GOV LD THEN CLICK TREES. FORESTRY HOLDS CAN BE RELEASED.
IN THE 100+1 FLOOD ANALYSIS.) 15. ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. UPON COMPLETION OF THE WORK,
17. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL &
UTILITY ISSUES 1. ALL "STD" NUMBERS REFER TO THE CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS PRIOR TO CONSTRUCTION. DEBRIS.
MANUAL. 16. TREE SAVE NOTES:
14. IF ACALY
L UTILITY 1 BEING FORESTRY SPECIALIST SLD IN ORESOLVE PRIORR NEAR ANY EQUUTILITYIRED ENSTAE(S) OLR TREE AVE AREA(S), LANDSCAPING NOTES 18. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED
TO 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING DITCHES,MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE a. TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADING CONTRACT
15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE AMERICAN ADMINISTRATOR. CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE SHALL BE MAINTAINED UNTIL THE CITY ALLOWS ITS REMOVAL. REMOVAL OF THIS FENCING
DISTRIBUTION OR TRANSMISSION LINES. STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.,
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTYSUBDIVISION ORDINANCE. SHALL BE INCLUDED HEREIN.
16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE WASHINGTON, D.C. �. ��� ���.�
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 19. PRIOR TO INSTALLATION PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION b. THE SITE WORK CONTRACTORS SHALL BE FAMILIAR WITH & OBSERVE THE APPLICABLE .`� ARO
BEFORE PLANTING. 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, IN OUR 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL. REQUIREMENTS.ANY QUESTIONS SHOULD BE DIRECTED TO THE PROJECT CIVIL ENGINEERING ;oF7/o••�17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 'L� y
15' FROM ALL UNDERGROUND UTILITIES. SOLE OPINION,TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET THESE VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE & IS SUBJECT TO A FINE. 20. PRIOR TO CO,SURVEYOR SEALED AS BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND REPRESENTATIVE. :2 L SREQUIREMENTS. DETENTION SYSTEMS MUST BE PROVIDED. 17. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF • 618. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS. 5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN3. ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" WITH PINE NEEDLE MULCH. G S19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' 3:1 (H:V) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND CONSTRUCTION. � •.�N �Q.'� `
21. PRIOR TO PLAT RECORDATION,OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE �
FROM A TREE. PEDESTRIAN SCALE LIGHTING (<_ 15' IN HEIGHT) MUST BE A MINIMUM 4. ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS,AND INJURIES. COVER AS SOON AS PRACTIBLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE �.
DISTANCE OF 15' FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN. REQUIRED TO BE OBTAINED ACCORDING TO •
THE GUIDELINES OF THE "OFFSITE R/W 18. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. �•�/Y ;•s`
5. ALL PLANT BEDS SHALL HAVE A 4" V-CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED. LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED ••� Y T ` ,,�
ACQUISITION PROCESS THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING,WRITTEN PERMISSION MUST BE •*.��.�►
b. CONTRACTOR MUST PROVIDE A TWO YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS
TEMP ORAY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS SHOWN ON THE ROADWAY IMPROVEMENT PLAN. OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 02/24/2021
TREE SAVE AND PRESERVATION FROM THE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO PRACTICABLE BUT IN ANY EVENT WITH 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING
20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO PROVIDE TEMPORARY IRRIGATION AS NECESSARY UNTIL PLANTS ARE ESTABLISHED. ACTIVITY. 22. PER SECTION 1 8-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST 19. COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH CITY INSPECTOR.
STARTING ANY CONSTRUCTION ACTIVITY. 7. THE SPECIES,VARIETIES,AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATURAL AREAS 20. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ON CURB.
WILL BE PERMITTED ONLY UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THE b. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
21. SHOW TREE PROTECTION AND TREES SAVE AREAS ON DEMO, EROSION CONTROL, GRADING AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED PRIOR
AND LANDSCAPE PLAN SHEETS. LANDSCAPE ARCHITECT,AND WHEN APPROVAL BY SAID LANDSCAPE ARCHITECT IS IN REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. 21. INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. THE
WRITING. TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. �^
22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN 10' REQUIRE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES & OTHER ABOVE & V J
MECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE 8. SYMBOLS: B&B = BALLED AND BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER, ADEQUATE TERRACING. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING (CLDS 1 BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY AS SHOWN. IT IS THE CONTRACTOR'S H
RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON THE M.S. = MULTI-STEM; HT. = HEIGHT,CAL. = CALIPER. #30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN 2:1. RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH Z
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PLAT. 9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON PRIOR TO START OF CONSTRUCTION.
23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR THE PLANTING PLAN. IF ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE NOT CDOT NOTES w
TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL,SUCH INVASIVE PLANT PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN,THE CONTRACTOR SHALL PROVIDE PREVIOUSLY APPROVED. 22. ALL "STD" NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LAND DEVELOPMENT w
SPECIES SHALL BE REMOVED PRIOR TO FINAL CO. ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED,THE 1. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY STANDARDS MANUAL.
CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE w •
24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED THESE PLANTINGS SHALL BE INCLUDED IN THE CONTRACTOR'S INITIAL BID. MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. 23. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK, OR BACKWASH CHANNEL IN AN
TOWARD THE TREE SAVE REQUIREMENT. DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION \ 73
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A 10. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT UNOBSTRUCTED STATE & SHALL REMOVE FROM THE CHANNEL ALL DEBRIS, LOGS,TIMBER, / 0
25. ANY ACTIVITY WITHIN TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED MECHANICAL TILLER INTO THE TOP 1 2" OF SOIL THROUGHOUT SHRUB BEDS. 704-336-3888. JUNK & OTHER ACCUMULATIONS. 0 _
EQUIPMENT. IN THE BMP DESIGN MANUAL. (IF APPLICABLE). 2. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER • 24. ANY ROAD IMPROVEMENTS AT CONTINENTAL BOULEVARD TO BE COORDINATED WITH THE CO NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY IN WRITING OF ALL SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE LANE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. �'1 1..1..1 (...)
URBAN FORESTRY. GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST BE ASSURED. DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN LL IJJ
27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO 25. THE CITY OF CHARLOTTE ENGINEERING DEPT. HAS NOT REVIEWED THE STRUCTURAL STABILITY
1 2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,GRAVEL SUB-BASE AND EROSION CONTROL MAINTENANCE NOTES BUOSNNESS DAYON. CONTRACT R HALL CONTACT S PRIOR TO BEGINNING WORK FOR MOPACTS LT AT OESS THAN 30 DAYS.AT AST 5
CITY ARBORIST [phone]. CONSTRUCTION DEBRIS BEFORE PREPARING SOIL AND PLANTING TREES. OF ANY RETAINING WALLS ON THE SITE & DOES NOT ASSUME RESPONSIBILITY FOR THEM. `v z
28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP,MACHINERY CONTRACTOR SHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FOR
1 3. REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX -OR- UNCOMPACT 26. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE R/W REQUIRE A R/W W C ..
OPERATION,OR TEMPORARY CONSTRUCTION TRAILER SITING THAT MAY IMPACT CHARLOTTE AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR 1• ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AT LEAST ONCE EVERY 7 IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT
/ IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS. ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPT. OF TRANSPORTATION AND/OR ^,
TREE ORDINANCE PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES LOCATED IN TREES. CALENDAR DAYS AND WITHIN 24 HOURS OF ANY STORM EVENT OF GREATER THAN 1/2" W
STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING THE NORTH CAROLINA DEPT. OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF 11
RAIN IN A 24 HOUR PERIOD. A RAIN GAUGE SHALL BE MAINTAINED ON THE SITE AND A 3. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS J A .
WITHIN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION,TREE TRIMMING, ERECTING AND 14. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL PRIOR JORDI,704-336-7086) TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION CHARLOTTE MAINTAINED STREETS,CONTACT CDOT AT 704-336-3888. 0
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DISMANTLING OF CONSTRUCTION CRANES. TO BACK FILLING PLANTING PIT. REMOVE TOP 1 3 OF BURLAP FROM ROOT BALL. RECORD OF THE RAINFALL AMOUNTS AND DATES SHALL BE KEPT. 0
/ EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
15. ALL SIGNAGE AND SITE LIGHTING TO BE COORDINATED AROUND THE TREES LOCATED ON 2. A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT AND MADE AVAILABLE TO SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST 27. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY �• _
CAUSED BY THE CONTRACTOR DEVELOPER. UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
GENERAL THE PLANTING PLAN.ALL TREES SHOWN ON THE PLANTING PLAN MUST GO IN AS SPECIFIED. THE INSPECTOR UPON REQUEST. VISIBLE SEDIMENTATION FOUND OUTSIDE THE DENUDED / z
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29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN ANY CHANGES TO THE PLANTING PLAN COULD RESULT IN A DELAY IN RECEIVING AND AREA LIMITS SHALL BE RECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TO 4. DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-336-4971) DURING SITE PLAN SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
INSPECTION OF TREE PROTECTION/PLANTING AREAS,A MINIMUM OF 5 DAYS BEFORE THE OCCUPANCY PERMIT. THE MEASURES TAKEN TO CONTROL FUTURE RELEASES. ANY MEASURES TAKEN TO CLEAN UP PREPARATION TO DISCUSS STREET LIGHTING REQUIREMENTS, IF ANY, FOR THIS PROJECT. CONSTRUCTION. RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE H w O
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CO/HOLD RELEASE IS NEEDED. 16. CONSULT PLANT LIST FOR PLANT SIZES AND SPECIFICATIONS. THE SEDIMENT THAT HAS LEFT THE DENUDED AREA LIMITS SHALL ALSO BE RECORDED. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES Z Z v
LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. & REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE w
30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION 17. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO INSTALLATION. NOTIFY (I.)
AND URBAN FORESTRY REQUIREMENTS: HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES. ARCHITECT IF FIELD CONDITIONS WARRANT ADJUSTMENT OF PLANT LOCATIONS. 5. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION WHOLE OR ANY PART OF THE WORK. IN ADDITION,THE ENGINEER NEITHER UNDERTAKES, O
RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR. Z 1 8. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS. QUANTITIES ARE FOR INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR AT O
CONVENIENCES ONLY. CONSTRUCTION SEQUENCE 704-336-4248 OR [e-mail]. 28. ALL CONSTRUCTION SHALL MEET CITY OF CHARLOTTE & STATE STANDARDS. � O T
19. MULCH TO BE PINE NEEDLES. 6. A JOINT USE MANHOLE (MEET-ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO Z
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20. GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYOND PARKING LOT PERIMETER. PHASE 18c II ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL 29. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 S.F. OF IMPERVIOUS AREA SINCE r ,
BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. SEPTEMBER OF 1978 WILL REQUIRE STORM DRAINAGE DETENTION. 0 CHARLOTTE WATER NOTES LANDSCAPE CONTRACTOR SHALL SEED ALL AREAS WITHIN PARKING AS NOTED. 1. CONTRACTOR TO SET UP A MEETING ON SITE WITH OWNER, ENGINEER AND EROSION
21. CONTRACTOR MAY CONTACT THE CITY INSPECTOR FOR A PRELIMINARY MEETING TO CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS PLAN, 30. TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW.A PERMIT IS REQUIRED U
1. CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE NEGOTIATE CREDIT FOR EXISTING TREES IN THE BUFFER AREA. SEQUENCING,AND PROPOSED EROSION CONTROL MEASURES AND METHODS. FAILURE TO FROM THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF ANY CDLOCATIONS & ELEVATIONS PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO LAND DISTURBING ACTIVITY IS A RIGHT-OF-WAY TREES.ALL TREES OVER 8"�AS MEASURED 4.5' ABOVE THE GROUND &SERVICES. SITE ADDRESS MUST BE VISIBLY POSTED AT SITE. VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE. LOCATED WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT � 11
2. ON SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITY NOTES 2. CONTRACTOR TO INSTALL EROSION CONSTRUCTION MEASURES AS SHOWN ON THIS PLAN [phone] FOR REQUIRED PERMITS.
UTILITIES NECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY & DISTURBING ONLY WHAT IS NECESSARY TO INSTALL PERIMETER SILT FENCE AND EXCAVATED 31. BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT [phone]. IT'S THE LAW. j
CONSTRUCTION TIME LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON 1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT DROP INLET PROTECTION.
PLANS. AGENCIES PRIOR TO COMMENCEMENT OF WORK. 323. SIGHT TRIANGLES SHOWN ARE THE MIN. REQUIRED. O
3. CALL FOR ONSITE INSPECTION. WHEN APPROVED BY INSPECTOR,CONTRACTOR MAY BEGIN 33. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. CL
2. DIMENSIONS TO OR COORDINATES OF MANHOLES,VALVES, PIPELINES, ETC.,ARE TO
3. PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDEREDIMPROVEMENTS AS DEPICTED ON THESE PLANS.
ACKNOWLEDGEMENT &APPROVAL OF CLT WATER COMMENTS BY THE APPLICANT; PAYMENT CENTERLINE UNLESS OTHERWISE NOTED. ALLOW 7 DAYS PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE Project No. 020.006
DOES NOT INCLUDE ANY ADDITIONAL FEES REQUIRED DUE TO UNFORESEEN CONDITIONS
3. THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK,ALL 4. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEPARTMENT OF TRANSPORTATION (704-336-4025).
THAT ARE WERE NOT DEPICTED ON THE SITE PLAN PROVIDED BY THE APPLICANT. PERMITS & LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE, BUT ARE DEVICES AND STRUCTURES. IF SEDIMENT IS OBSERVED IN THE EXISTING STORMWATER BMP, 34. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIEDWALK OR TRAVEL Date Issued: NOVEMBER 16, 2020
NOT LIMITED TO CITY OF CHARLOTTE ENCROACHMENT PERMIT,GRADING PERMIT, &/OR CONTRACTOR SHALL PROMPTLY REMOVE AND STABILIZE DISTURBED AREAS. THE SOURCE OF
4. APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THIS REVIEW. BACKFLOW UTILITY COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE SEDIMENT SHALL BE PROMPTLY IDENTIFIED AND CORRECTIVE ACTION SHALL BE TAKEN TO LANE FOR LESS THAN 30 DAYS REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR
FACILITIES. Revisions:
PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE PREVENT FURTHER EROSION AND SEDIMENT FROM ENTERING THE EXISTING STORMWATER ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W USE
ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION OF BUILDING PERMITS. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH BMp PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK 1. 02/24/21 - PER CDOT COMMENTS
BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT THE THE JOB SITE & LOCATION OF ALL EXISTING FACILITIES & UNDERGROUND UTILITIES AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED.
SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY 5. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTRTACTOR SHALL CONTACT CDOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF
HTTP://CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUIDELINES.ASPX. RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL 2.
PLEASE CONTACT MARK KROUSE AT [phone] FOR MORE INFORMATION. ANY THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; & IF DAMAGED,THEY SHALL BE BEGINNING OF WORK AT 704-432-1562.
REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. MEASURES.
REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A 35. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A 3.
RE-SUBMITTAL TO BACKFLOW FOR REVIEW. 5. THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS,CATCH BASIN GRATES &ANY OTHER 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE OR SIDEWALK GRADE. R/W LEASE AGREEMENT. CONTRACTOR SHALL CONTACT CDOT AT 704-336-2562.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. 4.
6. THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIR APPURTENANCES TO 36. R/W CLOSURES LONGER THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT WHICH WILL
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,CHARLOTTE LAND
REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS. INCLUDE THE SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED
BACKFLOW PREVENTION NOTESDEVELOPMENTT STANDARDS,CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,AND THE 5•
7. SEWER CLEAN-OUTS TO BE PROVIDED AT ALL BENDS ON 6" 0 OR LESS LINES. CLEAN OUTS U.S. DEPT. OF AGRICULTURE. THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE
SHALL BE PROVIDED EVERY 80' ON 4"0 LINES & 6"0 LINES. SEWER LATERALS TO BE PLACED LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC 6.
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE AT A MIN. SLOPE OF 1/4" PER FOOT ON 4"0 LINES & 1/8" PER FOOT ON 6"0 LINES. 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR
DEPT. CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE 8. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 1 8" CLEARANCE, OR WHEN THE CONTROL MEASURES. APPROVAL PRIOR TO START OF THE R/W CLOSURES. CONTRACTOR SHALL CONTACT CDOT
SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACKFLOW SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER LINE SHALL BE 9. ONCE ENTIRE SITE HAS BEEN STABILIZED, CONTRACTOR SHALL INSPECT ALL AFFECTED STORM AT 704-336-2562.
PREVENTER. CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM LATERAL DISTANCE,MEASURED AT RIGHT ANGLES TO THE DRAINAGE FACILITIES INCLUDING EXISTING STORMWATER BMP AND SAND FILTER. ALL
2. EACH CHARLOTTE WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CHARLOTTE SEWER,OF 10' ON EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE FUGITIVE SEDIMENT SHALL BE REMOVED FROM PIPES AND BMP AND ANY DISTURBED AREAS
WATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. POINT OF CROSSING. SHALL BE SEEDED OR SODDED. PROJECT NOTES
9. UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWER LINES & WATER
MAINS,THE CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY INFORMATION TO THE
ENGINEER.
10. EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLT WATER-APPROVED
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. Sheet Title
11. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, CONSTRUCTION DOCUMENTS
FIRE CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO
THE SUPPLY LINE BETWEEN ANY WATER METER & ITS CLT WATER -REQUIRED BACKFLOW
PREVENTER.
1 2. CONTRACTOR SHALL COORDINATE WITH 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, & SHALL BE INCLUDED IN THE
CONTRACTORS BID.
Sheet Number 2 Of 13
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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OVERALL PLAN
Sheet Title
PARKING TABULATION IMPERVIOUS CALCULATIONS DRAWING INFORMATION CONSTRUCTION DOCUMENTS
WAREHOUSE OFFICE TOTAL PROVIDED TOTAL PROPERTY(BOTH PARCELS): 75.8246 AC
TOTAL PROPERTY(ONLY 1900): •C
68.7786 AC = 2,995,995 SF
TENANT (CURRENT OR TOTAL (SF) WAREHOUSE PARKING RATIO PARKING OFFICE (SF) PARKING RATIO PARKING TOTAL (SF) PARKING PARKING RATIO PARKING RATIO PROVIDED 1 2
FORMER) (SF) (PER 1000-SF) REQUIRED REQUIRED REQUIRED (PER 1000-SF) PROVIDED (PER 1000-SF)
PROPOSED IMPERVIOUS(NEW): 40,631 SF
DUEFOL 246,908 242,408 0.25 61 4,500 1.0/400 12 246,908 73 0.30 76 0.31 IMPERVIOUS TO BE (REMOVED): 1 2,173 SF Sheet Number 3 Of 13
SNYDERS-LANCE 105,037 102,537 26 2,500 7 105,037 33 0.31 34 0.32 WHN ARCHITECTS hereby reserves their common law copyrigF
PROPOSED IMPERVIOUS(TOTAL): 2,478,042 SF and other property rights in these plans, ideas and designs.
WIREPATH 216,544 214,544 54 2,000 5 216,544 59 0.27 62 0.29 2,478,042 / 2,995,995 = 0.827 These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor 1
VACANT 765,360 765,360 192 765,360 192 0.25 290 0.38 82.7% IMPERVIOUS PROPOSED they to be assigned to any third party without first obtainir
80 80 1 60 the express written permission from WHN ARCHITECTS. Writter
dimensions on these drawings shall have precedence over scc
TOTAL 1,333,849 1,324,849 333 9,000 24 1,333,849 357 0.27 462 0.35 dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
SCALE: 1 n = 80' must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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\ I Tic LOADING
I I �� I \ I��,` •I�\ • �I /� L O
Now or Formerly: I _-
GT&R Employees Credit Union " f 1 U
II Deed Book19342,Page235 / i
EROSION CONTROL LEGEND DEMOLITION NOTES O
1 P.P.No.20308302 1
/(' ///i 1 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN,AS LICENSED HAZARDOUS MATERIAL CONTRACTOR.
Lott TO DEMOLITION. REQUIRED OR AS OTHERWISE NOTED.ALL SERVICES MAY NOT BE SHOWN ON THE PLAN.
Map Book43Page631 I I ���TP ����TP ---TREE PROTECTION FENCING-TP ----rP----rP 19. DEMOLITION & REMOVAL OPERATIONS SHALL COMMENCE AFTER ALL TREE PROTECTION
1 THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING:Our:ETERMINETHE O
1 I I 2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON EXTENT OF SERVICE PIPING TO BE REMOVED,CUT OR PLUGGED. FENCE & EROSION CONTROL MEASURES ARE IN PLACEANDD. FUNCTIONAL. O•
LIMITS OF CONSTRUCTION x II ~ X�X_XTEMPORARY SILTFENCEX X X� THESEPLANSANDASDIRECTEDBYTHEOWNER. 20. CONTRACTOR SHALL STOCKPILE ADEQUATE QUANTITY OF TOPSOIL FOR USE AT END OFrn3. ITWILLBETHECONTRACTOR 4 ) 'S RESPONSIBILITYTOOBTAIN ANYPERMITSANDPAYFEES10. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN TE GRADINGOPERATIONS.ALLEXCESSSOILSTRIPPINGS AN ANYUNSUITABLE MATERIALSC) (+7.20 ACRES 1 REMOVAL RELOCATIONOFEXISTINGUTILITYPOLES AND OVERHEALITY LINES.
CI-
1 x rrII REQUIRED FOR DEMOLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES. THESE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY HE CONTRACTOR UNLESS •
i--'77
(1 2.5 ACRES TOTAL) V Loc Loc LIMITS OF CONSTRUCTIOb!-Loc Loc j
/ \\ FEES ARE TO BE INCLUDED WITH THE BID. 11. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES,VALVE BOXES AND OTHERWISE DIRECTED BY THE OWNER. CU
1 I 111\ 1 4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE 21. DEMOLITION WITHIN ADJACENT RIGHT-OF-WAYS SHALL BE COMPLETED IN ACCORDANCE
AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION. APPROPRIATE UTILITY COMPANY. WITH THE TRAFFIC CONTROL REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS.
EXISTING PAVEMENT I EROSION CONTROL KEYS 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOTION AND UTILITY WORK. IT 12. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO CONTRACTOR SHALL INSTALL NEW CURB AND STREET PAVEMENT IMMEDIATELY FOLLOWING
♦ ♦ DEMOLITION ACTIVITIES THAT OCCUR IN THE RIGHT-OF-WAY. Project NO. 020.006
CURB & GUTTER 1 SF TEMPORARY WIRE BACK SILT FENCE IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. BEGINNING DEMOLITION WORK.
TO BE REMOVED. I I ///// /////) $F2 TEMPORARY DOUBLE-ROW OF HIGH HAZARD SILT FENCE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN 22• UNLESS OTHERWISE NOTED ALL EXISTING LIGHT POLES AND FIXTURES SHALL BE REMOVED Date Issued: NOVEMBER 16, 2020
ICOMPANIES PRIOR TO WORK. WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
v‘
1 SM SLOPE MATTING NAG S75 ON ALL SLOPES 3:1 OR STEEPER PLACE.
1 / CONCORD POWER FOR REMOVAL OF ELECTRICAL SERVICE, POLES,AND FIXTURES.
1 x cor
1\ - } o IP TEMPORARY SEDIMENT TUBES IN EXISTING CATCH BASIN 6. CONTRACTOR SHALL COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL 14. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO Revisions:
I G' �� ° MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES EXISTING ROAD SURFACE. 23. AT ALL AREAS REQUIRING PAVEMENT REMOVAL,ANY EXISTING BASE COURSE WHICH MAY
G G_A _GAS-- �' - GAS -AS - GAS GAS GAS GAS - LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO CURBS, BE ENCOUNTERED MAY BE WORKED INTO NEW PAVEMENT OR BUILDING SUBGRADE, 1
x - 15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
LOC LOC LOC SIDEWALKS,TREES AND SHRUBS. PROVIDED THE GRADATION,CONSISTENCY,COMPACTION, SUBGRADE CONDITION, ETC.
Concrete Curb RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS,WALLS, FOUNDATIONS, ARE IN ACCORDANCE WITH THE SPECIFICATIONS. EXISTING BASE COURSE MATERIAL SHALL 2.
CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE 16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE NOT BE LEFT IN PLACE IN AREAS WHICH ARE NOT TO RECEIVE BUILDINGS, STRUCTURES OR
------------------------------------
WORK AREA IN AN APPROVED LANDFILL. OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE PAVEMENT. 3
BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. •
Concrete Curb
WV WV 8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER,GAS, INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BE
W W Wf w W / W W-
ELECTRIC,AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDED. 4.
-1067IG7 ^ _Rfw w�,� tw CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND 17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY
'PP FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO BE UNCOVERED DURING EXCAVATION,CONSULT THE ENGINEER IMMEDIATELY FOR 5.
III II COMMENCING WORK. DIRECTIONS BEFORE PROCEEDING FURTHER WITH THE WORK IN THE AREA.
9. THE CONTRACTOR SHALL CUT AND PLUG,OR ARRANGE FOR THE APPROPRIATE UTILITY 6.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A
DEMO INSET 'A' SCALE: 1 LL = 40'
DEMOLITION & EROSION
CONTROL PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C2 . 0
Sheet Number 4 Of 13
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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EROSION CONTROL LEGEND DEMOLITION NOTES IGN 1I� i` 6.
'
TP ---TREE PROTECTION FENCING-TP ����TP ����TPTHE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THEI I\THESE PLANS AND AS DIRECTED BY THE OWNER. EXTENT OF SERVICE PIPING TO BE REMOVED,CUT OR PLUGGED. 3 1 N \ \\ ,�X�X�XTEMPORARY SILT FENCEX�X�X� 20. CONTRACTOR SHALL STOCKPILE ADEQUATE QUANTITY OF TOPSOIL FOR USE AT END OF ' \ 110. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE -IA \\ ' \\� `\ I3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES GRADING OPERATIONS.ALL EXCESS SOIL STRIPPINGS AND ANY UNSUITABLE MATERIALS- . 1 I DEMOLITION & EROSION
LOG LOC. LIMITS OF CONSTRUCTION LOc LOC I( fI tO ,FEES ARE TO BE INCLUDED WITH THE BID. 11. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES VALVE BOXES AND OTHERWISE DIRECTED BY THE OWNER. ko CLEAN/OUT 1MANHOLE \ ° t�
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE 21. DEMOLITION WITHIN ADJACENT RIGHT-OF-WAYS SHALL BE COMPLETED IN ACCORDANCE I o DgCLEAN/OUT I N 1� i i
CONTROL PLAN
AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION. APPROPRIATE UTILITY COMPANY. WITH THE TRAFFIC CONTROL REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS. iMANHOLE �, ;1
EROSION CONTROL KEYS 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOTION AND UTILITY WORK. IT 1 2. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO CONTRACTOR SHALL INSTALL NEW CURB AND STREET PAVEMENT IMMEDIATELY FOLLOWING i< I -�.1' 102.2' I
` LPI i I
SF TEMPORARY WIRE BACK SILT FENCE IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. BEGINNING DEMOLITION WORK. DEMOLITION ACTIVITIES THAT OCCUR IN THE RIGHT-OF-WAY. �� ° I
=� I I ,- Sheet Title
•< ' l I 1 1 J °I
$F2 TEMPORARY DOUBLE-ROW OF HIGH HAZARD SILT FENCE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY 13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN 22• UNLESS OTHERWISE NOTED ALL EXISTING LIGHT POLES AND FIXTURES SHALL BE REMOVED • i 1 CONSTRUCTION DOCUMENTS
1 J O CLEAN/OUT 1 I I 1 11ii
COMPANIES PRIOR TO WORK. PLACE. WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH r r MANHOLE 1 1I I' Il
$M SLOPE MATTING - NAG S75 ON ALL SLOPES 3:1 OR STEEPERi I
CONCORD POWER FOR REMOVAL OF ELECTRICAL SERVICE, POLES,AND FIXTURES. / I I
IP TEMPORARY SEDIMENT TUBES IN EXISTING CATCH BASIN 6. CONTRACTOR SHALL COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL 14. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO / 1 I 1 II II
MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES EXISTING ROAD SURFACE. 23. AT ALL AREAS REQUIRING PAVEMENT REMOVAL,ANY EXISTING BASE COURSE WHICH MAY i 3 © 1 I I I 1 1
C2 • 1
LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO CURBS, BE ENCOUNTERED MAY BE WORKED INTO NEW PAVEMENT OR BUILDING SUBGRADE, // ( I I I 1
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE I I •'' o I I 1
SIDEWALKS,TREES AND SHRUBS. PROVIDED THE GRADATION,CONSISTENCY,COMPACTION,SUBGRADE CONDITION, ETC. 1 8-----LOC I 1 I I I 1,
RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. n ) _1 1 / ' I 1 it 1
ARE IN ACCORDANCE WITH THE SPECIFICATIONS. EXISTING BASE COURSE MATERIAL SHALL I 1 I I , I 11
7. REMOVE AND DISPOSE OF ANY SIDEWALK,FENCES, STAIRS,WALLS, FOUNDATIONS, j I I 1 I
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE NOT BE LEFT IN PLACE IN AREAS WHICH ARE NOT TO RECEIVE BUILDINGS,STRUCTURES OR TRASH 10 ' Sheet Number 5 Of 13
CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE COMPACTOR I.
I / I I
I
OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE PAVEMENT. I I I I '
WORK AREA IN AN APPROVED LANDFILL. / I 1 , 1 I o
BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. 1 I i { '; 1 C° WHN ARCHITECTS hereby reserves their common law copyright
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER,WATER,GAS, INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BE I I I
/ °I I '' I I and other property rights in these plans, ideas and designs.
STEPSI I I I I I I These plans, ideas and designs are not to be reproduced,
ELECTRIC,AND TELEPHONE AS SHOWN.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDED. /J 3 I 1 I I I II
I o I changed or copied in any form or manner whatsoever, nor are
CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND / 1 I I , , theyto be assigned to anythird partywithout first obtaining
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY o 1 I 1 11 T 1 9
FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO I� I �,F1 the express written permission from WHN ARCHITECTS. Written
BE UNCOVERED DURING EXCAVATION,CONSULT THE ENGINEER IMMEDIATELY FOR dimensions on these drawings shall have precedence over scaled
COMMENCING WORK. DIRECTIONS BEFORE PROCEEDING FURTHER WITH THE WORK IN THE AREA. dimensions. Contractors shall verify and be responsible for all
9. THE CONTRACTOR SHALL CUT AND PLUG,OR ARRANGE FOR THE APPROPRIATE UTILITY dimensions and conditions on the job and WHN ARCHITECTS
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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PROPOSED FIRE LINE FW—FWFW O C
X ./I BLDG RIM = 629.37 I I I I PROPOSED FIRE HYDRANT
x 10 3 IE = 627.00 (8 DIP IN) 11 L C7 CO
I I IE = 626.9 (8" DIP OUT) II I I I I I IO - d d 0)
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W83� PROPOSED ED GATE VALVE 0 O O
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'' I I I I SEE ADA PARKING DETAIL FDC 0
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♦ �� W1O • • • • v / / a / ��� W4 INSTALLED PER CITY OF CHARLOTTE STANDARDS. SEE DETAILS SHEET C6.1. INSTALL
I.
. ����`� ► W1 h N �Ps // //// I/ / / �• �� 8-INCH DIA CONCRETE-FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW AS SHOWN.�*i� �► , - c° APB, L / / / / �''
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( ������ I ♦ - 12' - --29.93' 1 1 / // / // /�/ / /- ,ik W9 NEW 12" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE) NORTH CAROLINA FIRM LICENSE #P1742
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SIGHT TRIANGLES 6 RISER PAVEMENTSECTIONSITE KEYS0 >
Lot 1 �� rr V S O
Map Book 43 Page 631 I MUST BE CLEAR BETWEEN 30 AND 72 . /
1 x ' 7/ - - H O A _ = 1 1'-6" CURB & GUTTER
, ♦ OBJECTS THAT MAY BE REQUIRED WITHIN SIGHT - LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT HEAVY DUTY CONCRETECO
TRIANGLES, SUCH AS FIRE HYDRANTS, UTILITY . 1 -� a a 2 TIE TO EXISTING CURB & GUTTER LLI
2 POLES, AND TRAFFIC CONTROL DEVICES, SHALL BE --\ • 1�1 �'� N i����/,
1 ` \ 9 8 = -�/ �o oOGpG�OpG�GGOOGGO�G ` 11 (13
C o o o 3 SAWCUT EXISTING EDGE OF PAVEMENT LL Z
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=G GAS_ AS_-.�- - . • ,7 - 2 r , - ~� ' -AS GAS GAS GAS GAS GAS / 1 1 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE PAVEMENT SECTION,THIS SHEET
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- gyp. ♦ ♦ — / 61000) 641030 12 NEW HEAVY DUTY CONCRETE PAVEMENT. SEE PAVEMENT SECTIONS,THIS SHEET Z
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TYPE III DRIVEWAY
SC ASPHALT SURFACE COURSE(S9.5B) 13 RELOCI. Z IC INTERMEDIATE COURSE (119.0B)
Z O
CO__ 16 PER OLDS 10.28 CONTINENTAL BOULEVARD BC BASE COURSE (637.5C) 14 MILL & OVERLAY EXISTING PAVEMENT O
0
A w Concrete Curb (60' PUBLIC ROW) AB AGGREGATE BASE COURSE
W W W �� wv wv _ SB COMPACTED SUBBASE(CBR OF 4.8) 15 TRANSITION FROM 1'-6" TO 2'-0" CURB & GUTTER
3a • — NOTES: 16 2'-0" CURB & GUTTER
/ 1. CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND SUBGRADE. NOTIFY 0 1
/®lIU "/ o�Q 'OW R/ R v�-/� /W!IIlRdta� ekyE,v ter/wlr �,'W I ENGINEER IN CASE OF CONFLICT. 17 NEW GA1 1
P 9' • ' 9' 9,�1 2. PROVIDE CONSTRUCTION JOINTS PER ACI AND/OR GEOTECHNICAL ENGINEER RECOMMENDATIONS 0 L•`
it (CONCRETE PAVEMENT ONLY). 1$ APPROXIMATE LOCATION OF RELOCATED LIGHT POLE
3. PAVEMENT SECTION BASE DON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESP ASSOCIATES. O
CONTRACTOR SHALL PROVIDE OWNER MATERIAL TESTING REPORTS BY A CERTIFIED TESTING COMPANY.
11
SITE & UTILITY INSET 'A' SCALE: 1 = 40' PAVEMENT HATCH LEGEND co
ADA PARKING DETAIL (TYP) SCALE: 1 " = 10' N
U
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LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE PAVEMENT •O
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Project No. 020.006
Date Issued: NOVEMBER 16, 2020
MILL&OVERLAY ASPHALT
Revisions:
Z
1. 02/24/21 - PER CDOT COMMENTS
2.
3.
4.
5.
6.
SITE & UTILITY PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C3 . O
Sheet Number 6 Of 13
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

x 00 O O X g
HEADWALL I
FUTURE PAVED CONNECTION 18"STEEL SD x x ; I
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' 0 o O o 0 O o o °o as • 3 SAWCUT EXISTING EDGE OF PAVEMENT 4' 1 x l
PROPOSED FIRE LINE Fw FW Fw o °oo 00 00 00° oo a ___
� o 000 -- `� w O CO
O C M o 00 00 000 00° o UU(JUUU 70
o �. o �00� Oc o°��Ooo� 0 4 4-INCH W1111t IFitKMUF'LAJIIC, STRIPING 3 1
PROPOSED FIRE HYDRANT E. ��� U>O� �O�O I I 3 .p v' 1 xis
Z Z (..)131.9'-
PROPOSED GATE VALVE N D �O�C I „o 5 4-INCH THICK CONCRETE PEDESTRIAN SIDEWALK
_ _ _ x Ai L i
o _ o o �� u��o -1�1=1�I-1�OIII-1�1ICI-ICI- 0 0
�'�,,�,,��' o�)O��0U�C III=III=III,=III III=III=III=11 6 PEDESTRIAN RAMP A
i i BOLL o PROPOSED WATER METER II III III IIIIIIIII =III= o o iiiu1 iiiiiiiii-
0 (TYP) 0 0 0 1 x
PROPOSED BACK FLOW PREVENTER -iil-ii1 7 DETECTABLE WARNING STRIP _
����o� O �'� TRANS °0 1I
8"cit
BOLL " - PAD - (1"BOLL PP
$ ACCESSIBLE PARKING SIGN R3' I I " I' TAP) 1
PROPOSED FIRE DEPARTMENT CONNECTION F ��� n �O� 31,T_' O (TYP L I x Z O
FDC IM1r 11 111=111 11 III III N
=II III III II III III=II` I 9 ACCESSIBLE PARKING SIGN (VAN) - ) " II
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EXISTING SANITARY SEWER LINE ---ss ----ss 11=111=ii iil=iil a ii1 111- �� O � �' R3' fi LL I T
I I
EXISTING SANITARY SEWER MANHOLE 0 NEW LIGHT DUTY PAVEMENT. SEE PAVEMENT SECTION,THIS SHEET �O
el
I
1 1 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE PAVEMENT SECTION,THIS SHEET x " I xl
_ 410 I 1
o Li_
PROPOSED SANITARY SEWER LINE ss ss ss (2) —
—
Ge ®' elGI� (1 000 12 klI A7 u"A IV nl ITY CONCRETE PAVEMENT. SEE PAVEMENT SECTIONS,THIS SHEET $" BOLL ��O G 1 I I I I xI O
PROPOSED SANITARY SEWER CLEANOUT G / a"BOLL
SC ASPHALT SURFACE COURSE(S j.5B) 13 RELOCATED FENCE (TVP) C}_�1 1 ° l (TYP) ' rn
PROPOSED SANITARY SEWER MANHOLE • IC INTERMEDIATE COURSE I19.0B I
V J
BC BASE COURSE(B37.5C) 14 MILL& OVERLAY EXISTING PAVEMENT ,IoL l I v
AB AGGREGATE BASE COURSE X ' I I I' ✓ f - 4"B LL o j x1 U
SB COMPACTED SUBBASE(CBR OF 4.8) 15 TRANSITION FROM 1'-6" TO 2'-0" CURB & GUTTER
NOTES: 16 2'-0" CURB & GUTTER j I — I - ® I x cy
1. CONFIRM WITH GEOTECHNICAL ENGINEER FOR PAVEMENT SECTIONS AND SUBGRADE. NOTIFY I , O
} I I
ENGINEER IN CASE OF CONFLICT. 17 NEW GATE 11 L-i o I 30I j 1
2. PROVIDE CONSTRUCTION JOINTS PER ACI AND/OR GEOTECHNICAL ENGINEER RECOMMENDATIONS 11 i,i ' 1 2
(CONCRETE PAVEMENT ONLY). 18 APPROXIMATE LOCATION OF RELOCATED LIGHT POLE ISLAND INSET SCALE: 1 " = 20' I r7,--LL I ; I Project No. 020.006
3. PAVEMENT SECTION BASE DON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESP ASSOCIATES. I I aI CONTRACTOR SHALL PROVIDE OWNER MATERIAL TESTING REPORTS BY A CERTIFIED TESTING COMPANY. • F _-__ 1 1 I
- 7"BOLL i Date Issued: NOVEMBER 16, 2020
PAVEMENT HATCH LEGEND ° it
031 ► X Revisions:
rI X0LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT CONCRETE PAVEMENT -1- 1.7 }____1_ - II
1
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• L_ U MANHOLE I 1 a SITE & UTILITY PLAN
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X
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'l. 102.2: -I
o Sheet Title
CLEAN/OUT ' x 1 ¶ CONSTRUCTION DOCUMENTS
I I I,••A • " Tri ��' OMANHOLE 1
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/ COMPACTOR 3 I I Sheet Number 7 Of 13
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_ 1 I WHN ARCHITECTS hereby reserves their common law copyright
STEPS I CW2 I I I I and other property rights in these plans, ideas and designs.
I/' These plans, ideas and designs are not to be reproduced,
I I I. 3 I I 1 x I o changed or copied in any form or manner whatsoever, nor are
1 4 they to be assigned to any third party without first obtaining
/�• IN I ! 1 the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

1 1 � I I I I I I I II I I I I I II � N � o i
I I I I I " NQ� U 0
x y�� I 12-INCH WIDE HDPE TRENCH DRAIN w/INTERNAL 1.04%BUILT-IN SLOPE,C -
-' , \ CLASS DUCTILE IRON SLOTTED GRATES(H-20 LOAD RATED)w/GALVANIZED I I I I II I I 1 () N N U
\'Vr LOCK HARDWARE FOR GRATES. ZURN CPZ882,OR APPROVED EQUAL. I II z iii
L' IIo a�
x /, _ _
TRENT DRAIN GRATE ELEVATION=629.00 w�
X -f I I I CONTRACTOR SHALL COORDINATE CONFIGURATION OF GRATES AND PIPING I 1 \ M M ? C
x 1 3 sLD II •� I TO AVOID CONFLICTS w/EXISTING SANITARY LATERALS AND FIRE RISERS II 11 Ivo
I 1 1 i CO CO
1 1 0 NEW STM MH w/ II II I I I I I I 40 0 40 0 o o .C)
T- qH DI W/GRATE °i H-20 FRAME&GRATE II
! r TOP=628.89 I I RIM=629.41 11 I I I Cr) 0 N- N- > C
• DI W/GRATE633.15
x 1 �o� • IE=626.a6 FFE = 633.17 36"IE=624.70 II II
:q •
I:•s sz: s.8s 633.17 633.17 II u) '
- - 36"IE=624.20iff- 632.90 - - - - - - - - - - r - + - - -
11
I) 1'�;'n 1;, 633.05 633.03 633.001 1 I SCALE: = 40'
r
x k;1 ;^ `$„PyG ;A e",PVC H: 633.03
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x iI i?� • �I 631.28iI 629.03 Pl%C n; --'=ss,,fillit, n-ss • ss �•- ! ss���s <ss �� �• s3 n l .s�•�-ass I I I I W
7-, 630.25 -I'�� _. __ =, __ - _ _ �,.. - I - - - ' - - - - - - L
\c1 •.I F// �� • - • 295 LF OF 36" > I I O
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629.41 . lilEiI ��, �' II
1, i 1�Md-�' -Md Jyd •• �' NEW STM MH w� HDPE @ 0.50%
II �C -6 629.4 H-20 FRAME&GRATE ' p `" 633.17
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630.18 p631.02 632 632.15 � TOP=632.38
-2 631 MATCH ' ` 631.75 631.55 631.65 E=628.81
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7 __ _ -r EXISTING ( / r// 627.63 141 LF OF 3 628.13 o IE=628.39
��_ 6 RCP"R rn
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630.30 I � _ �62 0.50% •�88 Weft � ////// // �///' ///////// / // / ���
630.49 �, co /_
-- totti,ss,‘,„
627 4
NEW DROP INLET -' _ `_ �' / - / / g� F
�630.73 � e11 1i •�� GRATE=627.63 % 33/ /� N�1 Mi I - - - - - - -
\ , 3
�N 630.711 L36"IE=623.00 NEW DROP INLET / / /- / / // / 631 ha%II. a
co �� '�� T36"IE=622.00 !� ENGINEERING
' � � GRATE=627.43 ;
11
630.75 • �'� 7` \Vs 36"IE=621.30 1
/ 630.73 IS 631.25 630.92 631.12 /
=632.50 /
=631.00 630.83 =630.98 MATCH =632.50 T 6 CEDE 631.1211631.00 I NORTH CAR $ P 1742 5
/ I I I I I 4929 MONROE ROAD CHARLOTTE, 2820
EXISTING MATCH @OSD 6"RCP lazn Rz vigil/ 1
OLINA FIRM LICEN E
MATCH MATCH / EXISTING NEW CURB INLET
/ / GRATE U 63NLET 632.15 oaken ineerin
EXISTING 1630.951 \ EXISTING %I / ' 4 , / �' 36"IE=620.52 . ii
1
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_-- =631.48 / ' '',_ 631.191 �I FFE = 633.17
F_ /
MATCH
4a 6y 632.15I 633.15
EXISTING N M r 631.00 O 631.64 /�I
x x 0-) \ co 630.50
631.21 :0 / 4 629.99 629.71 629.43- -0 os, 6•� /
632.18 I 629.61 �� cp
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x NEW CURB INLET �J otLs3os3 �7
=632.61 1632.02 630.13 630.68 E-62s.ff3_ _F .
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MATCH 632.00 6 631.50 36"IEE=620.20 \ s.5o -
2
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EXISTING =632.10 l 32 Coro 630.65 _L 63 ,!- L.
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Deed Book 19342,Page 235 `'1 I1 P.P.No.20308302 1 " IlLottI GRADING LEGEND p O >
I 1j >
Map Book 43 Page 631 I x I ( I
/7//7
/ i: i
L. M I EXISTING CONTOUR - -100- - W
I \ PROPOSED MAJOR CONTOUR 100 0_ IJJ
" \\ \ PROPOSED MINOR CONTOUR 101
x • ...., \
\ PROPOSED STORM DRAINAGE EASEMENT SDE SDE \�
Y 1;' IJJ
I j/ 1 / I PROPOSED SPOT ELEVATION (GUTTER LINE ELEV) 0 100.00 /� W
/-- AO
I x \1 ♦ ♦ « PROPOSED JUNCTION BOX • (-n �W V/
PROPOSED CATCH BASIN . "' O a ■
i. I ,•-/ ] -- �_ __ PROPOSED DROP INLET IIIIIIII
II ��' • I /- -- ---- 110( PROPOSED FLARED END SECTION < Z
- , . + \ c c PROPOSED OUTLET STRUCTURE • IJJ O
-_ --- --_____-____GAS GAS GAS GAS
- G GAS �. GAS AS GAS ' ( Z Z (...) -C
SAS . 4,..� ----
-
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GRADING INSET 'A' SCALE: 1 " = 40' C 5
U
N
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Project No. 020.006
Date Issued: NOVEMBER 16, 2020
Revisions:
1.
2.
3.
4.
5.
6.
OVERALL GRADING &
DRAINAGE PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C 4
0
•
Sheet Number 8 Of 13
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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2 ; 1 •_, Ill627.82 I ';;;; /%' Date Issued: NOVEMBER 16, 2020
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I I MANHOLE 1626.82 11
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�r i [�' �� 1 1 co Sheet Title`''' ( J \�CLHAN/OUT '1\ / // 1 I CONSTRUCTION DOCUMENTS
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COMPACTOR_ e.p I I 1 !1; ' I, ;°I / Sheet Number 9 Of 13
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I MATCH 1 III I I 1 1 , 1; i'' I WHN ARCHITECTS hereby reserves their common law copyright
�TePs '� �� C1 2 EXISTING I I I I I; {III i I 1 I� 1 and other property rights in these plans, ideas and designs.
1 '� 1 ' 1 i %I ) These plans, ideas and designs are not to be reproduced,
MH ;4" VC I I�/x1 i I I I'I I lili' o i1 I ', I/i I I; I I; ;u1 'o I changed or copied in any form or manner whatsoever, nor are
/f Toe 'sea. they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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ry LANDSCAPE NOTES 5.
1 EXISTING VEGETATION LOCATED ON SITE MAY BE SUBSTITUTED SO LONG AS URBAN 6.
FORESTRY REQUIREMENTS ARE MET. COORDINATE ONSITE WITH URBAN FORESTER.
2 ALL TREES 8-INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PERIMETER BUFFER
YARDS SHALL BE PROTECTED.
3 ALL TREES 2-INCHES OR GREATER IN DIAMETER AND LOCATED WITHIN PUBLIC
PLANTING SCHEDULE LANDSCAPING CALCULATIONS LANDSCAPING KEY RIGHT-OF-WAY SHALL BE PROTECTED UNTIL REMOVAL IS CONFIRMED WITH URBAN
FORESTRY INSPECTOR.
rnmac I KCVIUUJLT IIVJIALLCU PER LDC-2016-00101 INTERNAL PLANTING REQUIREMENTS LARGE MATURING TREE REQUIREMENTS 4 PLANT SPECIES MAY BE SUBSTITUTED DEPENDING ASON A TIME PLANTING,AVAILABILITY, LANDSCAPING PLAN
ETC. UPON APPROVAL OF URBAN FORESTER AND AS LONG AS PLANT SELECTION,TYPE,
ROOT / 1 TREE PER 10,000-SF IMPERVIOUS AREA 75% LARGE MATURING TREES REQUIRED SPACING MEETING CITY OF CONCORD'S LANDSCAPING ORDINANCE.
SYM QTY BOTANICAL NAME COMMON NAME LOCATION TYPE NATIVE CONTAINER PLANTING HEIGHT / SIZE SPACING IMPERVIOUS AREA = 2,478,042 SF 162 TREES PROVIDED
248 TREES REQUIRED
SO 34 QUERICUS SHUMARDII SHUMARD OAK VUA LMT Y B&B MIN, 8' TALL, 2" CAL AS SHOWN 162 TREES PROVIDED 150 LARGE MATURING TREES PROVIDED
PHASE I: 51 TREES PROVIDED PHASE I: 47 LARGE MATURING = 92.2% LMT DRAWING INFORMATION
Sheet Title
SM 1 1 ACER SACCHARUM SUGAR MAPLE VUA LMT Y B&B MIN, 8' TALL, 2" CAL 40' O,C, PHASE II: 46 TREES PROVIDED PHASE II: 44 LARGE MATURING = 95.7% I SUGAR MAPLE (SM)
PHASE III: 65 TREES PROVIDED PHASE III: 59 LARGE MATURING = 90.8% CONSTRUCTION DOCUMENTS
ER 6 CERCIS CANADENSIS EASTERN REDBUD VUA SMT Y B&B MIN 8' TALL, 2" CAL AS SHOWN
EXISTING TREES TO PROVIDE REMAINING REQUIRED 92.6% LARGE MATURING TREES PROVIDED
DU 74 ILEX CORNUTA BURFORDII BURFORD HOLLY VUA SHRUB 3 GAL 1 8" TALL 5' O,C.
Alt
PERIMETER REQUIREMENTS EASTERN REDBUD (ER) - SMT
PREVIOU` 1.LED PER LDC-201 f 1101 1 TREE PER 40 LF (MIN. 10' WIDE LANDSCAPING STRIP) C 5 . 0
SHRUBS REQUIRED AT PARKING ce---\., Iriff
PHASE III 49 EXISTING STREET TREES
ROOT / 2 ADDITIONAL TREES PROVIDED (PHASE III) Sheet Number 10 Of 13
SYM QTY BOTANICAL NAME COMMON NAME LOCATION TYPE NATIVE PLANTING HEIGHT / SIZE SPACING 74 SHRUBS PROVIDED (PHASE I)
CONTAINER 52 SHRUBS PROVIDED (PHASE III) SHUMARD OAK (SO) - LMT WHN ARCHITECTS hereby reserves their common law copyright
SO 34 QUERICUS SHUMARDII SHUMARD OAK VUA LMT Y B&B MIN. 8' TALL, 2" CAL AS SHOWN and other propertya rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
NO PARKING SPOT CAN BE OVER: 80 0 80 1 60 changed or copied in any form or manner whatsoever, nor are
SM 27 ACER SACCHARUM SUGAR MAPLE VUA LMT Y B&B MIN. 8' TALL, 2" CAL 40' O.C. 40' FROM PROPOSED TREE they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
ER 6 CERCIS CANADENSIS EASTERN REDBUD VUA SMT Y B&B MIN 8' TALL, 2" CAL AS SHOWN dimensions on these drawings shall have precedence over scaled
60' FROM EXISTING TREE SCALE: 1 " = 80' dimensions. Contractors shall verify and be responsible for all
60' FROM TREE IN CONTINUOUS PLANTING STRIP O BURFORD HOLLY (BH) - SHRUB dimensions and conditions on the job and WHN ARCHITECTS
BH 52 ILEX CORNUTA BURFORDII BURFORD HOLLY VUA SHRUB 7 GAL MIN 2' TALL & 2' WIDE 5' O.C• must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

(-- -- (-- -N\ i- CNI
25" RADIUS C) c
`- 6�� _C r 0 L
1/2" RADIUS g» 2•_0» :e`; :.•A'.' _ JOINT SEALER 1/8" RADIUS (TYPICAL) (I) N N N U
ULOCO2
3" RADIUS 1/2" RADIUS 6 1'-0" 2'-0" VALLEY GUTTER 18" RADIUS ! • / z O O-) L
•a 1/8" RADIUS I 3" RADIUS •d ••. •�• „: •• •• `I l O O O c
•'. f a '+ a..:.- '•..: :.:•4•`.•_ e 1 SURFACE OF GUTTER ` Fa• ii _ g
N •. a . 1 8" RADIUS - 2'-0" :fd. v.. ° 4 • C)
f % . • a
�, d•• :'yr•, • .i .7.
, d a d ^ N w• •.a • • :, ,'.•• .A' •: d .d. '•' a .
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CO
STANDARD 2'-6" CURB AND GUTTER 1---1'-6" I 1/2" RADIUS T61_1'•O" JOINT FILLER •
1'-6" STANDARD CURB AND GUTTER I w 3" RADIUS 0
,� • • 1/8" RADIUS TRANSVERSE EXPANSION JOINT u IIIIIIIIIIII+ U (10
1 -6 MEDIAN CURB AND GUTTER
I W
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED N `•: �• • •'' •"••'': '.•,, NOTES. O
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE I w a' I
CITY ENGINEERING DEPT. J1 + ::" d•a • a,• •• .•de'.•' 1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, ~ LI-
s 1'-6" 6 1'-6" 1�1'-6" II A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
" I 3" RADIUS ~ I 3" RADIUS BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
•a a = C
ad •a .4 .° _•02 FT/FT .03 FT/FT 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
-M` WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
N 4 N f „ a Q 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. 0 •�/�
�p :' °O• . ..
d a N ;, ..°- .�°• 'd . N JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. //VJ
1 d• a 1 1 d:
1 2•_p» _I .03 FT/FT 1/6" RADIUS 79" 3/4~ 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. ¢ Qk RADIUS 1/8" RADIUS 5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
2"
2'-O" STANDARD CURB & GUTTER 2'-0• • 1'-6" MOUNTABLE CURB AND GUTTER 6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
SLOPE FOR VARIABLE TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY ... ... a ••d 1 3/41.RAA.E0 IUS °.
THE APPROPRIATE CITY ENGINEERING DEPT.
I .;
SUPERELEVATION RATES
jL •a' •e
I .
NOT TO SCALE NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE OAK
C� LAND DEVELOPMENT STANDARDS STANDARD CURB AND GUTTER 1 STD. NO. REV. CM LAND DEVELOPMENT STANDARDS CURB AND GUTTER STD. NO. REV. (CT)) LAND DEVELOPMENT STANDARDS CURB AND GUTTER (STD. NO. REV. ENGINEERING
�C.IARL0TIE•• INCLUDES CHARLOTTE ETJ 1 0.1 7A j ` CHARLOTTE. INCLUDES CHARLOTTE ETJ 1 10.17B j ` CIIARLOT TE- INCLUDES CHARLOTTE ETJ 10.1 7C j 4929 MONROE ROAD-CHARLOTTE, NC 28205
\ �\ \ NORTH CAROLINA FIRM LICENSE#P1742
C PARKING SPACE PAVEMENT MARKINGS ` \ oak.engineering
NOTE:
SIGNAGE-*-® ® ® ® © © ® © \cL SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF THERE IS ONLY
ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OBSTRUCT r- 12' �,�i ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE)
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE t C AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE STD-
(SEE NOTE 2) VAN NO. 50.10B)
MINIMUM NUMBER MINIMUM NUMBER OF / f SIGN R7-8P
TOTAL PARKING SPACES / ACCESSIBLE
OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
I.
PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO % / %
50.09 FOR J(+) J(•) VAN --a-SIGN R7-8P
1 TO 25 1 1 DIMENSIONS 7, !� / �� 1
rL / �� / LL AP / �r� RESERVED_M171, ACCESSIBLE
26 TO 50 2 1 Y PARKING (CLDSM 50.106)
NOTE: ,a
51 TO 75 3 1 L . ONE OUT OF EVERY .' ^ •
RESERVED
SIX (6) ACCESSIBLE a
76 TO 100 4 1 11' 5' 8' 8' 8' 8' 5' 8' SPACES, BUT NOT f SIGN R7-8M / X0 MUM PARKING
101 TO 150 5 1 I I I I IS
SQUIRTED TO BE VAN B • / \ -
ACCESSIBLE, PER .,. K 1 G IIII Y
-SIGN R7-8
151 TO 200 6 1 VAN VAN SECTION 1106.5 OF s ,,C P E N A V ACCESSIBLE ACCESSIBLE NC STATE BUILDING ci /^` ,- l u 4?:
�
201 TO 300 7 2 SPACE SPACE CODE A c \ \
301 TO 400 8 2 (OPTION 1) (OPTION 2) �/1 �/1
401 TO 500 9 2 4 MAXIMUM
PENALTY f SIGN CLDSM #50.1 OC 110 2 5 ' f3/8" (TYPICAL) :-
B C _•
` $ 250
1 IN EVERY 6 �
501 TO 1000 2% OF TOTAL
A
ACCESSIBLE SPACES ' a w ': MAXIMUM ♦ -
� 3/8" (TYPICAL) ♦ A •
�.
MUTCD • 1 �� _- _ 5T SIGN CLDSM #50.10C �` ......ROB •.
20 PLUS 1 FOR 1 IN EVERY 6 VANR7-8P MUTCD _.. :- �,:. G S 2 O 3 F . V $ 2 •��'�• . . ••• �i
_ f /
•
1001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES ACCESSIBLE 12"x6" NO RESERVED 1.
R2=x78• PARKING MUTCD
O ` �"k r s>- � � sty � c s s s � oszo-37.8 p. .
- :Q��F SEALO��•S
PARKING MR7-8UTC Z =
REFERENCE: SECTION 1106 OF NC BUILDING CODE RESERVED 12"x18• - A E ¢ w � � 33996
i � : •
NOTES: PARKING MUTCD- ANY R7-8P ce o LEGEND AND BORDER - GREEN Z *. iti -.•• LI0
1. ALL ACCESSIBLE SIGNS (R7-8P, R7-8, R7-1, AND 50.10C) SHALL BE 12"x18" TIME c 0 '� E¢ . •• •••••��
BACKGROUND - WHITE
MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (PER DIMENSIONS (INCHES) O o •� C ��
MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN ` J `� z N- •��ix 0 � T ♦♦♦♦
AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT OPTIONAL E MAXIMUM CLDSM 50.10C A B C D E F G H J K L �n N SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6 o ,,l 1.i I6 02/24/2021
EXPECTED TO USE. PENALTY 12 6 3/8 3/8 1-1/2 1-1/2D 1/2 1D 2-1/2 4 1-1/2 zLi
LOADING 12"x9"
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED `� ZONE SIGN �450 W FINISHED GRADE o
AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE. • v 1-
MAXIMUM .INCREASE SPACING 50% N
0 i
H
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. PENALTY CLDSM 50.1OC D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) " THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 w
$250 12"x9" SERIES D LETTERS , ti • . PARKING SIGNS ERECTED AFTER DECEMBER 31,1990 N FINISHED GRADE
4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND #..m-.sw % SEE STANDARD NO. 50.10C FOR
DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SUPPLEMETAL SIGN DETAIL •
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF ;,'.y., ;":' ��� ;.;••e.•,•.,-•
TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDRIONAL LEGEND AND BORDER - GREEN IIIIII1411111111111iLE
INFORMATION. BACKGROUND - WHITE U= z
NOT TO SCALE NOT TO SCALE NOT TO SCALE w
• CITY OF CHARLOTTE ACCESSIBLE PARKING AND CITY OF CHARLOTTE SUPPLEMENTAL VAN ACCESSIBLE • CITY OF CHARLOTTE SUPPLEMENTAL ACCESSIBLE 2 w
�� LAND DEVELOPMENT STANDARDS CCT)) LAND DEVELOPMENT STANDARDS w (n .
LAND DEVELOPMENT STANDARDS D. NO. REV. SIGN (R 7 8 P • NO. REV. STD. NO. REV.
0
� TE- INCLUDES CHARLOTTE ETJ S I G N A G E STANDARDS 15 0.1 OA 1881\� INCLUDES CHARLOTTE ETJ \ ) 15 0.10 B 1 J CHARLOTTE, INCLUDES CHARLOTTE ETJ SIGN 50.100 18
NOTES:
NOTES: 0 0
C r , SEE APPROVED TREE J 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. CO
r 0.65" (1.6" TO 2.4") I ' .1 PRESERVATION PLAN FOR \ `l-� \�\ 2- LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
00000000000000000000000 �� 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. / REQUIRED RADIUS \ 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 CrO)
00000000000000000000000 , OF TREE BARRIER - FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
00000000000000000000000 2 11
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON �� Q 00000000000000000000000 REQUEST OF ARBORIST.
00000000000000000000000 �O O O 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A ,���
O 0000000000000000000000 o f ow- _ . •
LEGAL MANNER.
O 0000000000000000000000 i, (1.6" TO 2.4") ` ` 1 a -I }+
O 0000000000000000000000 / 5. RESEED UNMULCHED, DISTURBED AREAS. ���O O O O }+
44110. il - r .� OOOOOOOOOOOOOOOOOOOOOOOO � O O 0 �� �� OI ' � },
0O0O0O0000O0000O0O0000O // // 3/4' NYLON STRAP �� .� 6• SUP KNOT WITH STOP KNOT. 1... IOOOOOOOOOOOOOOOOOOOOOOO s•LARGER THAN TREE DIAMETER 7
OO OO OO O ROOT CROWN TO \ L
CU
00000000000000000000000 BE AT FINISH GRADE KEEP MULCH AWAY FROM I I I O
I TRUNK 1•TO 2• '\ 1 1 1
4• HIGH /8•MADE MAXIMUM ,_ Z z U
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT BERM OUTSIDE OF ROOTBALL • MAXIMUM LAYER OFMULCH `-
(MATCH WIDTH OF RAMP) O O O O / \ PLAN VIEW OF ROOT ZONE W (....)
3- 1•x2"x1B•WOOD STAKES Alk
7O
8" HOLE
TRUNCATED DOME PLAN VIEW DRIVEN IN LINEwiT►H STRAP \ L
EQUALLY SPACED AROUND TREE FINISH GRADE z
NOTES: `�- :....:af•F .f '`�` 4 ONE FOOT FOR EACH OIlia,::>,,,,,y;?6,•,•;r•- f,M:;;a;:•,:yt.` -- INCH OF TRUNK DIAMETER w1- ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING 1I=IIIII:=" '� . �'�"'`ry"• ` III-1I11I OR 1/2 HEIGHT OF TREE z z
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON \ =IIIIII-IIIIII= l / yw'�"i111= !I= FOR PRUNING SEE WHICHEVER IS GREATER aEXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. II-IIII Q :;�,-�m� IIIII=IIIIII=IIIII BACKFlLL AS SPEd�-IE INTERNATIONAL SOCIETY MRESURFACING). REMO Roo ICCAo CESS SOIL =IIIIII=I 1-A-I ----r; ,•ii IIIIIIIIIIIII= `�� [ s' MINIMUM WIDTH oO_ •+ III -_ _ OF ARBORICULTURE SPECS.2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN iI-IIiII�=IIIII-IIIII!"_?t`��=IIIIII-IIIIII-IIIIII-IIIII ORRSM TREES6" BARK MULCH, PLACE BARKIIIIII-=IIIIII-IIIIII_IIIIII- W-III = 11=1111=THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. I JV - UREMOVE TOP 1 3 BURLAP - - = _ � rMULCH AT AREAS NOT/ e
-II1=IIIIII=IIIII-=IIIIII-I 111-IIIIIIIIIIII I !hf L:h r'IIIPROTECTED BY B RRIER.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. 509b 65% OF BASE DIAMETER DEADTREESANDSCRUBOR UNDERoAND ANY NAILS IN ETC.
IIIIIIIIIIII-IIIIII-IIIP:-IIIIII-IIIIII-lulu-IIIIII-IIIIII-IIIIII-
S. 11.111111
I4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS. R00T BALL DIA. 12" GROWTH SHALL BE CUT FLUSH WITH-5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR01 ADJACENT GRADE. NO GRUBBINGLTO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING REMOVE TOP 1/3 OF WIRE VARIESTREE UMB u ••• _ -
• 0.2" BASKET WHERE PRESENT REMOVAL ALLOWED UNDER DRIP LINE- Q 11
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME �ORIENTATION IS LESS CRITICAL. I RAISE PIT BOTTOM TO SET R00T CROWN2"x4" STANDARDS + 1"x4" RAILS ~ C)6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR I AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL OR ORANGE SAFETY FENCING C)PEDESTRIAN ACCESS ROUTE SURFACE; EITHER UGHT-ON-DARK OR DARK-ON-LIGHT. ON THE TRYON STREET O.9"-1.4~ MAY BE USED. r7 -I I -III- I- III-I U
MALL, FRENCH GRAY IS TO BE USED. _ _ _
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM TRUNCATED DOME SECTION L/ I-III-I Il-III' 11-III- ID
THICKNESS, SET ON A THIN-SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) -III-III- I I I- O
8. MATS ARE TO BE RIGID WITH TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. FOR EXAMPLE: CAUPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH 2
9. DIMENSIONS PER NCDOT 848.06 2" 12-14' 16' 24" 16"
NOT TO SCALE 3" 14-16' 18' 32" 21" NOT TO SCALE
• CITY OF CHARLOTTE TRUNCATED DOMES • CITY OF CHARLOTTE • CITY OF CHARLOTTE Project No. 20-006
MX LAND DEVELOPMENT STANDARDS CCYY) LAND DEVELOPMENT STANDARDS TREE PLANTING CD) LAND DEVELOPMENT STANDARDS TREE PROTECTION DETAIL /-STD. NO. REV. Date Issued: NOVEMBER 16, 2020
INCLUDES CHARLOTTE ETJ PLAN AND CROSS-SECTION 10 35B 15 CN1RlTE, FOR SINGLE AND MULTI-STEM TREES kSTD. NO. REV.
C�IARLOTTE- INCLUDES CHARLOTTE ETJ \ � 0.0 CIIARLOTTE.
INCLUDES CHARLOTTE ETJ 40.02 J Revisions:
SPACING VARIES _EI, ._ 1.
I SEE LANDSCAPE PLAN 1 �````:"J
NOTES: ��`� --� i !!!!!!ff"'
2.
r'_ __-� 3.
1. SCARIFY ROOT MASS OF \ -= L
CONTAINERIZED PLANT MATERIAL. TYP. COLLAR 7' .S'- .f��
�-
2. INSTALL CONTAINERIZED PLANTS AT MIN. 2" HT. �� •f SPECIFIED BALL DIAMETER -\
FINSHED GRADE 4" LAYER a Jr`tt Fif
�/� 4'
OF APPROVED SPECIFIED BALL DIAMETER
3. TAMP PLANTING MIX FIRMLY MULCH t �tt4%"'1 ;i ,..-2.'�j'"-#/ �� Mv„ 5
AS PIT IS FILLED AROUND �-�
EACH PLANT BALL. -LI.��4I���•i'^ �A7i�i�a• ivt•7:•:�t�7:•:!.^� ��"�a�7��vt•7�
. �, .>...w ?�:'• ~F TYP.COLLAR NATURAL SOIL LINE EFFECTIVE BALL DIAMETER
4»_ -: :- =::=v:;S'..: ".;,.. ,. .:,.:Y):L~` TOP OF BALL
,i= s.�,r.. ,-�•. ;.,� K. ,p-- ...;n; •f,w:;r,.. ..f NOTES:
:,_ .,:• x. - MIN. 2•HT. TOP OF BALL 6•
.r:''+r'": •. Y i':, r,ii;•. .,. :s;:� ;Ks• AS DUG
4. OMIT COLLAR AROUND EACH SHRUB ==_(,*P.MIN. A ,.,aa 4 is a,, r_;
♦,' s K= 1k i�:•�;��;_} :.. _� u? AS DUG
; ' .:i;,.ti•>''w�::+N;,. r r.;;';;;a:'a- 14;°_•1 • v..N 1. SCARIFY ROOT MASS OF {
WHEN IRRIGATION SYSTEM IS PRESENT. "V" TRENCH AROUND
'•i'` dllllllllllllllllllllllllllllllll �; Y�t .=' •. Icy":;l,ii it kII!IfflJ I il{iil l` Q t 2" MAXIMUM OF SOIL
ENTIRE PLANTING BED CONTAINERIZED PLANT MATERIAL. z-3•uYER aF �� 3-6•FROM ROOT BALL EDGE,
5. SOAK EACH PLANT BALL AND / APPROVED MULCH �� / BACKFTLL AS SPECIFIED \ COVERING ACCEPTABLE
PIT IMMEDIATELY AFTER EDGE OF TAMP SOIL MIX UNDER 2• INSTALL CONTAINERIZED PLANTS AT � � • NATURAL SOIL LINE UNACCEPTABLE SOIL
INSTALLATION- PLANTING BED ACCEPTABLE EACH PLANT BALL TO FINSHED GRADE COVERING
PLANT MEDIA
MINIMIZE SETTLEMENT 3. TAMP PLANTING MIX FIRMLY 7211!!!!!Ilk� - ����•W.....
0.
TYPICAL PLANTING BED DETAIL AS PIT IS FILLED AROUND ' •.• . IIIIII-IIIII1=111111-IIIIII-IIII
EACH PLANT BALL. :'•:";'. =IIIIII-IIIIII=IIIIII-IIIIII= -;N`: ROOT CROWN
.=.:,•''. '11I-IIIIII=IIIIII-IIIIII-1' ,..• . SITE DETAILS
4- OMIT COLLAR AROUND EACH SHRUB =IIIIII=IIIIIIIIIIII IIIIII II
WHEN IRRIGATION SYSTEM IS PRESENT. ▪ IIIIII=IIIIII=IIIIII= ROOT CROWN
II I1=IIIIII=IIIIII-11II
CROWN HEIGHT IIIIII-1I16-IIIIII-
..".................i:,.:•
IN INCHES 5. SOAK EACH PLANT BALL AND • =IIIIII=;IIIII=I
EQUALS MEDIAN O00TYP. PIT IMMEDIATELY AFTER •`- Sheet Title
WIDTH IN FEET INSTALLATION. • •
TO 12" MAX. FINAL 41110446:41XIMERED
UNDISTURBED SOIL
_li
GRADE ACCEPTABLE CONDITION UNACCEPTABLE CONDITION CONSTRUCTION DOCUMENTS
10" (Ex.) ROOT BALL (AS DELIVERED) (AS DELIVERED)
10' EX. 01��010
( ) EXISTING EQUAL SPACING EDGE OF
GRADE BETWEEN ALL PLANTS PC6 • O
LANTING
BED A ROOT FLARE EXCAVATION FOR ALL TREES SPECIFIED
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN 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 Sheet Number 11 Of 13
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT WHN ARCHITECTS hereby reserves their common law copyright
CROWN, THESE TREES WILL BE REJECTED. and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
• CITY OF CHARLOTTE • CITY OF CHARLOTTE INDIVIDUAL • they to be assigned to any third party without first obtaining
CITY OF CHARLOTTE ROOT FLARE DEPTHS the express written permission from WHN ARCHITECTS. Written
CM LAND DEVELOPMENT STANDARDS CD) LAND DEVELOPMENT STANDARDS STD. N0. REV. LAND DEVELOPMENT STANDARDS dimensions on these drawings shall have precedence over scaled
I SHRUB PLANTING BED STD. No. REV. SMALL SHRUB/TREE PLANTING STD. N0. REV. dimensions. Contractors shall verify and be responsible for all
....CHARLOTTE, INCLUDES CHARLOTTE ETJ 40.05A 9J �CIRRLOTTL INCLUDES CHARLOTTE ETJ 40.05B 9� CHARLOTTE. INCLUDES CHARLOTTE ETJ (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 40.09 9 dimensions and conditions on the yob and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

N N
NONO � N O
C\I CD_ 0 0
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NOTES: _C
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT OF
0
TRANSPORTATION (COOT) THAT CONNECTS TO AN EXISTING SIGNALIZED INTERSECTION, NTERNAL CURB & 0 0
OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION IS PROPOSED BY CDOT GUTTER MMI:::::: +
BASED ON A TRAFFIC IMPACT/SIGNAL WARRANT STUDY, A FULL DEPTH ASPHALT
PAVEMENT IS REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY W
EASEMENT (100-FOOT MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT ✓1 TRANSITION FROM 2'-6" CURB & O
MARKINGS. A TRAFFIC SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE GUTTER TO INTERNAL CURB &
IS NECESSARY BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS. GUTTER IN 20'-O" PER STD. NO. ~ ti1
2. A CONCRETE GUTTER IS TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC 10.20
SIGNAL LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE 24' MIN. - COECESSARY TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY �/,
CONNECTIONS. �" EXPANSION JOINT =
3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM (TYP., END OF EACH RADIUS)
ENTERING DRIVEWAY.
4. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY REGULATIONS AND NCDOT VARIES, MINIMUM ENTRANCE CV .�
REQUIREMENTS FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPERTY LINES WIDTH FOR 2 LANES OF TRAFFIC (n
AND INTERSECTIONS.
5. TWO (2) CURB RAMPS PER CURB RETURN REQUIRED AT SIGNALIZED INTERSECTIONS. IS 26' FACE TO FACE OF CURB CC �I1
6. FOUR (4) FOOT GUTTER AND WINGS ARE REQUIRED TO DIRECT WATER ACROSS DRIVE. 20' ASPHALT V/
GUTTER AND WINGS MAY NOT BE REQUIRED IF THE DRIVEWAY GUTTER SLOPE IS
GREATER THAN 2%. (TYP.) NCLUDE RAMPS BOTH SIDES PER <
7. MAINTAIN UP TO 1.5% (MAX. 2%) CROSS-SLOPE ON THE PEDESTRIAN ACCESS ROUTE CLDSM STANDARD #10.31A/B, OR
BETWEEN CURB RAMPS. CONCRETE IS OPTIONAL FOR THE CROSSWALK AREA IN THE #10.40A/B. RAMPS SHOWN ON THIS
DRIVEWAY.
A DETAIL ARE PER 10.40A FOR
I ILLUSTRATION PURPOSES
4'-0" 26' MIN. CURB RETURN-STYLE RAMPS NOT
PERMITTED ON NCDOT-MAINTAINED
1" DETECTABLE WARNING SURFACE ROADWAYS. IN THAT CASE, INSTALL
Tj PER STD. #10.35B FLARED-SIDE RAMPS PER NCDOT 848.05
= UP TO UP TO
• �'• . ., '� . .` a •. r 5' MIN. 1.5% I 11.5%
(2% MAX) ONCRETEK PTIO (2% MAX)
OAK
ASPHALT BASE PER CONCRETE OPTIONAL
TYP. STREET SECTION VARIES A ENGINEERING
T�
VVIDE
4929 MONROE ROAD-CHARLOTTE, NC 28205
SECTI0N A-A NORTH CAROLINA FIRM LICENSE#P1742
oak.engineering
A LINEPANSION
* TRANSITION CONCRETE DEPTH FROM 7" AT LIP TO 10" AT 4'CONCRETE GUTTER CONSTRUCTION JOINT IF NO ASPHALT BASE TOOL JOINT
INSTALLED. IF ASPHALT BASE IS USED, 7" CONCRETE DEPTH AT CENTERLINE OF (TYP.)
CAN BE CARRIED THROUGH THE 4' CONCRETE GUTTER. APRON AND SPACED
APPROX. EVERY 10'f
4' CONCRETE GUTTE
NOT TO SCALE
COVER TO READ 'SEWER"
• CITY OF CHARLOTTE
FINAL GRADE- SEE NOTE 1 COX LAND DEVELOPMENT STANDARDS TYPE III DRIVEWAY ENTRANCE
STD. NO. REV.
SEE NOTE 1 e- CLEANOUT CAP � OTTE. INCLUDES CHARLOTTE ETd 1 0.28 1
SEE NOTE 4
l W 4.*.QIjQ.,rI*--. 4 4%.4 -Ire
�. i ` ` MIN 1 THICK LINER TO BE INSTALLED AFTER /a"RAISED FLUSH + ,�G��G��G�O�G � O�':,. G�h SEWER REPLACEMENT IS COMPLETE WHERE NO: DESCRIPTION
44
,,,,,,,,,,.. ..,•,,,,,,,........, i I I SPECIFIED. MATCH LINER TO END OF PIPE AS 8 3/4"DIA. LETTERS(TYP) 1 1/z° w o •
4R0,�'�.���`'���'��' ` �' �� 1 1/2" (2)PICK 2. VALVE BOX-TOP SECTION. U OF p,L:�i •
I �I'�I'f/'�I�✓I �I�I' SHOWN. SEE DETAIL A. - 2 v2" 1. TYPE I ADJUSTMENT RISER. J Z :
`�`1 7 1/2"DIA. Vi_ WiQ '� WA�' Q o > o �• :'��ESS/��'•.� �:
REMOVE EXISTING PIPE AND MANHOLE / ' V 3. 18-8 SS 3/8"-16 x 3/8"HEX SET SCREW WITH aa I-L y
H' WALL AS NECESSARY TO INSTALL NEW 7 114"DIA. 2„ ��' V -� HOLES /� PERMANENT THREAD LOCK(RED)-LOCTITE#271, Z N :a SEAL r
,....". TW0 PIECE CAST IRON VALVE PIPE. MIN OPENING IN WALL SHALL EXISTING MANHOLE WALL �• •i WATER 4 ,6 SEWER PERMABOND •
HM128,OR APPROVED EQUAL. Z N s 5 33996 :
E BOX, RATED FOR TRAFFIC BE PIPE OD+3. ALL AROUND. 1/4" 7� 4., f � k 4. 1/2"DIA.x 1/16"-FIELD DRILL HOLE. > ; � : •� :
IX I LOADING AFTER PIPE INSTALLATION FILL 6 1/4"DIA.i�4'-w-7/16" i i S.ci -i�} S. '�+ % ��':�Nc ��:�• �'
VARIES O ' , F/N X� 1" /N X �, '••.....•• T ��
IN .
VOIDS AROUND PIPE COMPLETELY INSTALL CONCRETE COLLAR ALL 1 , .,,/„"j.
/ / LETTERS(TYP) 0$ 3-0 MAX WITH NON-SHRINK GROUT. AROUND NEW PIPE. CONCRETE 5' / 1 1/4"RAISED FLUSH 0 •., Y T • .•`
EI SEE NOTE 2 r 4 -.. SHALL BE MIN 3,600 PSI. 2 LUGS / -1 1/2"
1111
' PER CMUD STANDARD SPECIFICATIONS 3/8„ �� 3/8"x1/4" % 10 1/4" WATER COVER-TOP VIEWSEWER COVER-TOP VIEW -Q .Ii j
02�24�2021
a iii
Till* 45' WYE BRANCH IIl♦ 8■ MIN 6"DIA.�i (4)1/4 RIBS DRILL DEPTH 1/16 'O EXTEND NEW PIPE MIN �I� /� 1 v2• 1 1/2" I 11 v21.1 1/4" ! 144 " }'a 45' BEND I 2" INTO MANHOLE 1ill: ,t,•Ilii%'`a i V��_� V��� O/ , `lo O
MATCH NEW PIPE TO .)'sill -v: 1 7i [ 2 PICK (2)PICK
EXISTING INVERT ELEVATION _ ;f ( ) '~; r ©(TYP.) X 1
# b Nj - TO MAIN SEWER 9 1/2"DIA. ; RECLAIM .. HOLES CP-TEST HOLES © \ m0 cn
W Cn0
I }`1-`71.r f-•y:C: �=a:r�: : ;•1: 0 VALVE BOX-TOP SECTION �y�,+1} �''90�-��-1� W >
. t' �x"•ma's -. F TYPE I CROSS SECTION-ASSEMBLY > -I
,.•. •!--1- "' . s _' SECTION VIEW .� /N X "� /N X J 7
:•t;j'{..0:- Al er� •;- -'-i..., 1 /4"RAISED FLUSH 1 J Q Z
EXISTING 'e.''v•'.1..;: ; r k` 41 NEW SEWER PIPE 5 1/2"DIA. LETTERS(TYP) Q >
NG SERVICE LATERAL NEWNE DIP PVC SERVICE LATERAL PIPE RECLAIMED WATER-TOP VIEW CATHODIC PROTECTION COVER > w W
#67 STONE 3/4"DIA. 73/8"DIA. TOP VIEWCONNECT NEW LATERAL PIPE TO ALL AROUND [ ,4DIA:11. , Q v
EXISTING LATERAL WITH RUBBER EXISTING MANHOLE BASE ^-"T 6 MIN C i 2„ 8 3/4"0 © (TYP.) I-
T�
SLEEVE COUPLING WITH STAINLESS STEEL / > v
COMPRESSION BANDS AND SHEAR RINGS C T
��7 1/2"� ro ^moo Q 0 \(FERNCO OR EQUAL). COUPLING TO BE OOMIN. 4 WIDE. FA
5/16" 5/8" F 76 9/40"0 f
0 U Q
NOTES: 1/2"0 2" I
IY
7 1/2" FA / 8" 5 1/2"DIA. 8 3/8"0 -_ -_ i= _ CO
:. 1. CONTRACTOR SHALL REFER TO THIS DETAIL WHEN CONNECTING NEW SEWER PIPES TO C I 3/8"t �' - z k H AH �1 LL� r 1
/ f 6 3/4"DIA. / 7 1/2"0 7 5/8"0 1/2„ TH 0 (T�'P) I..L v
EXISTING OR NEW MANHOLES. THE NEW PIPES MAY BE INSTALLED FOR A POINT . / - - -
REPAIR, PIPE REPLACEMENT, PIPE BURSTING OR SERVICE LATERAL REPLACEMENT. IA SIDE VIEW f 6 1/4°G TYPE I-ADJUSTMENT RISER 5 L.L fT�
1. CLEANOUT COVER TO BE FLUSH WTH THE FINAL GRADE. RESTORE SURFACE TO MATCH / 7 31/s"0 21/2" 2" L `v
EXISTING CONDITIONS IN ACCORDANCE WI IH CMUD STANDARD SPECIFICATIONS AND DETAILS. �/ ,I�� ► 7 3/8"DIA. 8 1/4"O i TOP VIEW Q Al
2. LOCATION OF CLEANOUT SHALL Ir 1 i 1/2" f 3/4" 8 3/4"0
6 1/4"0 7 1/2"0
BE AS DIRECTED BY ENgNEER. 151/2" $ % RECESSED W
^
C FALETTERING 7"0 H 12
}+W
3. NEW SERVICE LATERAL PIPE, CLEANOUT PIPING AND FITTINGS SHALL BE DUCTILE IRON PIPE (DIP) g i 2 AH a �--+
J
OR PVC. NEW SERVICE LATERALS SHALL BE INSTALLED TO MATCH THE EXISTING 7"" 6 1/2" ,i ����, 1 1/2" '2„ TYPE IISECTION VIEW RISER I� 611/4 0 2" TH J �
SLOPES AND CONFIGURATIONS UNLESS NOTED OTHERWISE. REFER TO DETAIL F. _ ^^
'- V J
16.
� O Q O
/ / SEE CROSS , Q 4 H }+
4. CLEANOUT CAP SHALL BE PLASTIC GRIPPER PLUG, END OF PIPE MODEL, BY CHERNE INDUSTRIES 1/4 '/ 1„ /'7 4" 6 1/4"0 MACHINED w W
OR APPROVED EQUAL. I /. / 5/16"i7 / SECTION 3 J Z
5. FOR MEASUREMENT AND PAYMENT, CLEANOUT TO BEGIN AT WYE FITTING. 5/s" i 71/s"0 SURFACE G H
w0
7 1/2"DIA. 4 3/4"DIA......11
7 7/16"Q1 W H CO
8 1/4"DIA. �{ TYPE I-ADJUSTMENT RISER 0 W ' `
5 1/2"DIA. TYPE II-ADJUSTMENT RISER SECTION VIEW Z N
CHARLOTTE-MECI LENBURG UTILITIES VALVE BOX-BOTTOM SECTION 4 4 w
CHARLOTTE. NORTH CAROUNA CHARLOTTE-MECKLENBURG UTILITIES TH-TOTAL AH-ADJUSTMENT MINIMUM I SECTION VIEW 6 3/4"DIA.-ND- H
0
CHARLOTTE, NORTH CAROLINA HEIGHT HEIGHT WEIGHT LBS V M 3 O
NOTES: COVER-SECTION VIEW <4 1/2" <2 1/2" NOT APPROVED NOT APPROVED TYPE I-ADJUSTMENT RISER 7
TYPICAL CLEANOUT A. LOAD RATING-HEAVY DUTY. L O
NEW PIPE CONNECTION AT MANHOLE 4 1/2" 21/2" 0 16 TH-TOTAL AH-ADJUSTMENT MIN.WEIGHT
B. FERROUS CASTINGS MATERIAL-ASTM A48-CLASS 35 GRAY IRON. 0
WEIGHT POUNDS MINIMUM 5" 3" 1/2" 20 HEIGHT HEIGHT LBS I�
DETAIL NO. C. COATING-UNDIPPED OR ASPHALT VARNISH. F
NTS DETAIL NO. TOP SECTION 31 D. WEIGHT-0%MINUS TOLERANCE. 6" 4" 1 1/2" 22.5 3" 1" 7 o I�.I
No. Date By Revision Scale Approved By G NTSBOTTOM SECTION 34 E. CASTINGS SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS. 7" 5" 2 1/2" 25 3 1/2" 1 1/2" 9 ~ 0
E F. TYPE II ADJUSTMENT RISERS MAY BE STACKED.
No. Date By Revision Scale Approved By COVER 19 8" 6" 31/2" 27 4" 2" 15 0 1
G. TYPE I ADJUSTMENT RISERS MAY NOT BE STACKED. o
TOTAL 84 10" 8" 5 1/2" 32 >4" NOT APPROVED N/A
O
O 0-
CMUD PUBLIC FIRE HYDRANTS PRIVATE FIRE HYDRANTS w i2 o %N , Ni DESCRIPTION w , o N
C C J z ¢ �.��I� 1. 18"x 18"PRECAST(OR CAST IN PLACE)CON- J o U
O O 'G 5 �/' 6 r.I Q rc = co .'� \��I ® CRETE PAD OR 24"DIAMETER PRECAST PAD. Q Q
2 r/r.. /;/ ,/; U a T
. 0 =
yam'/ / �✓ %! PRIVATE /i;%;i PRIVATE �i;%i;! CO 0 © 1� 2. NON SHRINK GROUT- IN ANNULAR SPACE.
CO a 1 0
FIRE PROTECTION i .i FIRE PROTECTION iiii! (THROUGH WATER io // (VIA METER AND %/!i/ Q DD z © 0 �1 O� 1c 3. VALVE BOX COVER. O < `; CL
�'. (MUDDY WATER) /j ,0Y METER) 0����p"��; BOOSTER PUMP) ��,�y�acorn Z N a p 0 1': . I- z o
i !:.. �� G, 4. TOP SECTION VALVE BOX. Z I- z
kc i; eehre//fllH D'uu///llWdu� rb-97.so7.923WAW.s?. r3/ls.//uuuJs�i > �� >
suuuuuuuus, s-uuuriuuu�ui „wy ;ma- > > 4 I \��� 5. EXTENSION STEM AS REQUIRED.SEE NOTES
��! '� %�'� +' �,^.�j9 ry �Vrpp,� _ �. �� ° _ •.° ''; III-III I I- 6. BOTTOM SECTION VALVE BOX. Pro ect NO. 20-006
r /����� , .��� II,,�<.,-,+ 'si +h, '�._ , ��` 1-/ w _� --� � 7. 6"PVC PIPE C900 OR SDR 26 Jf /% ! (f ir
� y';I ►�(! ,,�6 !�� -y0i !' i ••0D ••,!X (n -1 1-11° a' l'/ �I -I • . ., , i 111-11-111 ( )•�fI/� hyi,�i; � ley i ,GyG !�,I ...ay ��..' -1I I •' `�� • °:III �il��� �, II-III-III- 8. PRECAST CONCRETE FOOTING-TYPE II-SEE DETAIL.
nir , r vou 1 I,,. g \ %�%i 9� ° Q , e _ ° �I� G III-1 I-1 I I'//.fQ�ll�'�' �G,dlh i �' -�'II IliaI �`� �1., i ,- ,_40 .5" -! W -III-II •. I I III 4. . - - __- .. J
9. GATE VALVE(OR BALL VALVE,AS APPLICABLE).„10. 5 DIA.CAST IRON SOIL PIPE-BELL OF PIPE WILL
SECTI
ON A-A
�/ /� ; / , r ! 1- co C) / "" - -'-'- l 3"MIN. RECEIVE BOTTOM SECTION OF VALVE BOX. 1
�'! �' / ! 5"MIN. Revisions:
��{,,'� ! , i/4!; �// /,/ 40 /i�%!! z x 5"Mq)(, 11. AWG#12 GAUGE COPPER TRACER WIRE(THWN) Z
�' ;i; f /:ii;; /;!; .j. /;iii!i R II W ` / 9"MAX.
�, !, / /,iii i!i!!!! !;i•i!!/ a- Z WITH BLUE INSULATION,TERMINATE WITH 24 INCH
!/i!ii;ii. ii;ii!;! •!i;ii;i! �/,'/,,,;i re W = Q 1 0
I� • ,j/ Z 1 1/2"MAX.
/;!i!;i �'/;!i;!;;!; !;/,! ! /! o U Q 1 / I I ' © EXCESS WIRE COILED AT METER BOX AND 1. 02/24/21 - PER CDOT COMMENTS
•/•/•/. i /.,., ,,.. ern (COILED)
! !! •! ! / siru./isas�asu�%or uibunv��uo� 8 H ` / 1 v - VALVE BOX(TYP.) Q u)
!,i/,� i!,© ,� ", !y4,. ��y a° 1 FA\Iiii �! ilikk. 12. 1/4"OR 3/8" ID CONDUIT-SDR 9 PEX TUBING- J W/lf//U�'�i3/1�.�/� Oxfizoi4/!Jwilf..se y__�A .v .v ,/.!/:i;//: .v z� LL O �,!!� it �, �� l ASTM F 876. de > 2.
�.ri�,ci�suyu��u� :s!�vuuuuuuoy a~ ~ 4' Ill / \ 14. ASPHALTTPAVEMENWAY, DRIVEWAY OR SIDEWALK) Qyv��, YELLOW/GREEN YELLOW I WHITE U11j O A A ' ` CI ��� oo J W= 5"MIN. (0W © III ��� . 15. COMPACTED AGGREGATE BASE COURSE(CABC) Z > 3.
I� I . VOA �',. -.. ,z Ct
> U ~ © r 1♦ 1t,le I'�r�• �� �� 16. OCOMPACTED SUBGRADE.SE. -
YELLOW/YELLOW YELLOW/RED o i. i. �.
7 �� 8 I .„.
�.,1 i.,1 i ,. �r•,. rir- 17. NONWOVEN GEOTEXTILE FABRIC-18"x 18"-2
co as
PRIVATE fi�i PRIVATE ��-���� o Z >/ 0 0 0 !sit#4 Plitifit
1f, LAYERS-MIRAFI#140N OR CARTHAGE MILLS#FX-40HS. Q(s"$SMALLEROR / (2.5"OUTLET YARD VVVw�' pCD
� LL LL ® '� '� �I 18. PRECAST CONCRETE FOOTING TYPE I-SEE DETAIL. W5.
3 - A LIMITEDSUPPLY HYDRANT ^ W / , ' , ' , I � rn rn'+ -ii > ns�u/�is ::::
) a LJ. 1 �1 1 •
O =- O .BE 'IY/l.U/Y/// /. �. a 0 I + 1
��. II�!.!� " :: . .,�� ��.: z U O i=1� a �l �I I lk
1 '- T, ,
AIR RELEASE I REUSE/RECLAIM �II�II II I ��,��� p II-III-III + ► 11- II (n
BLOW-OFF .___ �._.. z� ry to yy�,��,`;�I v» 1 1=)DQ I' II Q6.
�7�. �Iii lliomil _ rah -. `;■Ilr. �p 'i� �,I ll< �o Z Z i I IT= .i;nl■I III_..1.. ��I�� I • ' N; I, �'�,�'�,�.�'\.�' I 'IM z� O ♦ _ • • II :IILlIIIdinla fi �",!Gy /� I I +, v�c,:velQI' ' wQ ♦ II IX Q_. II4!Ih! ti,g�*1!`\_ `oj ,., �. I ly% ,^������.. •' I �� J 1 ill1 TI�I _.ram: •�►:'7 ?' ' �.��.��.�' wW Q� T_ TI- Ifflif..71.0,E M:'� �r I= -'a_=_- ! �,`-�,`�..`- Qce oc G(J WII-.i.- 1l,.II@.I, �_.: iii, ��! '= i . ��v�v� maw IINOTES:171.. �illLll- g' ,: ,'%% V vVv,V z 1.'- TT/M� O O�11711l7' • ��1"171'� 'E:`=�I�' - • -��I ,�:: /'/ V V VV ocez �..I..W O >
-urau.Wa a.Lau ?,=wlll!` _ /j!i V�•�,��.'s"=� �'�'r" aI:iE= IIII1' CMUD/CFD COLOR LEGEND !!i!i!i V Vv VV v v E 2 ® J
I-I-�`. 1T� 1�-I-I I�!`� ��I �� //;/;/;! �,��.�,� m a U 4 A. CONCRETE FOOTING TO BE CENTERED OVER VALVE NUT,
_<<,�� ��= (,•�,;�.!:_ !;!%;!/ \.��\„� -w-J W (I l ALTERNATE A
vvvvv
AND SHALL NOT BEAR ON VALVE BODY.
.�-=_� iiiL! COLOR: HATCH TYPE: i%i��uuui�i �� �; z o _n SET IN ASPHALT B. PROVIDE CLEARANCE BETWEEN VALVE FOOTING AND;�; ;I= =i __ = _ _ g �� __ SITE & UTILITY DETAILS
- -.: ...:Lammaham ■ill : OSHA SAFETY i!i,/;�ii!i� ?3oi ��+usdai �c �iw�,. U a v 5 V n = THE VALVE.
�III_�II III�III YELLOW ii!!i!i�!i�ii�% .� y �!:/i%i�!i!i .� O¢m W L O II OGI
IIIIAl IIY OSHA SAFETY ` `.J C. WHEN OPERATING NUT DEPTH EXCEEDS 3'0"BELOW 1
���.:- YELLOW/BLUE RED/RED ® © FINISHED GRADE, PROVIDE EXTENSION STEM WITH A
!lill�l��lll■ BLUE ® STANDARD 2"SQUARE OPERATING NUT IN TOP
- - _ -`li !!�:•. ;;I'` OSHA SAFETY QO SECTION OF VALVE BOX.SEE STANDARD DETAIL. t7
�!! 6 Ilse:::-. PURPLE - 4"TYP. a V/\ ' „ Sheet Title
"'"_��-�" '"�I:I�!!Ii�Illwllilnl OSHA SAFETY wV�V���� NOTES: N ® • • D. VALVE BOX ASSEMBLY SHALL CONSIST OF NO MORE ON
.I/ .I/ "" II! '- J/ RED V��.�'v�'v�'�'c A. PUBLIC FIRE HYDRANTS ARE(1)CONNECTED DIRECTLY TO CMUD WATER m J ® �5 4• THAN 3 VERTICAL SECTIONS 1 TOP SECTION, 1 -BOTTOM m J_
Faye;'?vYy� DISTRIBUTIONSYSTEM,(2)OWNEDANDMAINTAINEDBYCMUD,AND(3) W Q 1..111:1
� 1■■�■ •a ' •a • � % � / �� SECTION,AND1 -PIPE RISER SECTION. Z CONSTRUCTION DOCUMENTS
BLUE/BLUE PURPLE/PURPLE OSHA SAFETY LOCATED WITHIN THE ROAD RIGHT-OF-WAY OR CMUD WATER MAIN EASEMENT. J(J) H ■� I I■■�■ - �.Q • A• W N 4
(PUMPER NOZZLE FACES GREEN :1:;;:;e:;:: - - " re
4 LE. CONCRETE PADS SHALL NOT BE USED IN PAVEMENT J H
B. PRIVATE FIRE HYDRANTS ALL NON-PUBLIC FIRE HYDRANTS,INCLUDING HYDRANTS W w 4. ' W w
AWAY FROM STREET) .•;. •. •.••.• ■ "� I ■ _. a ;.: � �' G CONCRETE OR ASPHALT SIDEWALKS OR DRIVEWAYS.OSHA SAFETY •• ••••••• •• (1)SERVED VIA CMUD WATER METER,(2)SERVED VIA PRIVATE WATER SYSTEM, 0- 0 ( )' V- GCMUD AND CHARLOTTE FIRE DEPARTMENT STANDARDS ••:/••:/•':/•':/• W I I _ ■■ QWHITE .�.••�•••j"••� •• AND ARE(3)LOCATED OUTSIDE THE ROAD RIGHT-OF-WAYAND(4)PRIVATELY W I' 0 F - - - )j�(I=jam - E� (� W• • _ ii-iii-iii-iii-ii _ / I I 1 III-III-IICOLOR SCHEME FOR CMUD PUBLIC FIRE HYDRANTS OWNED AND MAINTAINED. 2- - -CHARLOTTE FIRE DEPARTMENT STANDARDS W Q 3 ■■I 1"■_ I III-III-III-II II I HI III,
W Q 3
•
STORZ IRON COLOR SCHEME FOR PRIVATE FIRE HYDRANTS INDUSTRY STANDARD- NOT ADOPTED OR USED BY CMUD/CFDI I I I ■ 'I� I i
FIRE HYDRANT SQUARE PUMPER PUMPER IRON HOSE AWWA C-502 UNIFORM COLOR SCHEME FOR FIRE HYDRANTS a "1 1"� III=11 �_ _ i / III=111-1f1��1 j,_ a C 6 1
CLASSIFICATION: BARREL TOP/BONNET NOZZLE NOZZLE NOZZLE STORZ IRON NFPA291 RECOMMENDED PRACTICE FOR MARKING FIRE HYDRANTS O Z ■ I I■■i■ -MI MI' '■■ IE31 I ' \ i I IIE31_F 0
Z
PUMPER PUMPER IRON HOSE J 4 - „- J 4
1-FIRE OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY FLOW CAPACITY d H \ rt H
PROTECTION YELLOW YELLOW PAINTED YELLOW YELLOW CLASSIFICATION: BARREL TOP/BONNET NOZZLE NOZZLE NOZZLE (GPMAT20Psi PUMPER HOSE 4 N 00 n ♦ 4 N Sheet Number 12 Of 13
2-FIRE 5-PRIVATE THROUGH OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY CLASSIFICATION: RESIDUAL) BARREL TOP/BONNET NOZZLE NOZZLE I J
OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY
PROTECTION/ WATER METER YELLOW YELLOW PAINTED GREEN GREEN 1500 OR CHROME LIGHT LIGHT LIGHT
MUDDY FLOW YELLOW YELLOW PAINTED RED RED TYPE 1 TYPE 2
6-PRIVATEviaMETER OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY CLASS AA GREATER YELLOW BLUE BLUE BLUE ALTERNATE B WHN ARCHITECTS hereby reserves their common law copyright
3-AIR OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY AND FIRE BOOSTER PUMP YELLOW YELLOW PAINTED WHITE WHITE 1000TO CHROME Fw USING PVC PIPE USING CAST IRON SOIL PIPE CAST IN CONCRETE w and other property rights in these plans, ideas and designs.
RELEASE BLUE BLUE PAINTED BLUE BLUE 7-PRIVATE(6-INCH AND CLASS A 1499 YELLOW GREEN GREEN GREEN I- k These plans, ideas and designs are not to be reproduced,
SMALLER MAIN OR LIMITED OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY O F
changed or copied in any form or manner whatsoever, nor are
3- OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY YELLOW YELLOW PAINTED BLUE BLUE 500 TO CHROME • J •
BLOW-OFF BLUE BLUE PAINTED BLUE BLUE SUPPLY) CLASS B 999 YELLOW ORANGE ORANGE ORANGE they to be assigned to any third party without first obtaining
4-REUSE/ OSHA SAFETY OSHA SAFETY NOT OSHA SAFETY OSHA SAFETY 8-PRIVATE(2.5-INCH OSHA SAFETY OSHA SAFETY OSHA SAFETY LESS TO CHROME I the express written permission from WHN ARCHITECTS. Written
RECLAIM PURPLE PURPLE PAINTED PURPLE PURPLE OUTLET YARD HYDRANT) RED RED N/A N/A RED CLASS C 500 YELLOW RED RED RED 0 0 dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

/ Z GENERAL NOTES: Z a--' O 0
p FRAME GRATE AND HOOD O Q N Q EE
S` >_ BACK OF CURB " "
- I H SEE STD.NO. 840.03 USE CLASS B CONCRETE THROUGHOUT. H GO �C Q
EXPANSION JOINTS Q N
Q Q X PROVIDE ALL CATCH BASINS OVER 3' 6" IN DEPTH WITH STEPS 12" Q Q (V Q a4 U O
fill E-1 4'-6" 4' fill Q H • 5/g" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q (/) N N L
6" "I' IZ-I� V TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT IZ-I 2 V U CO U
_ 6"
W J O H o •v • .v'' .v o .v c 12" CENTERS AS DIRECTED BY THE ENGINEER. W J O I--I Z
STEEL POST--,,,.....7 6' MAX. • STEEL POST #4 BARS "V" r STD. 840.0'3 FRAME a Z Y a' ° .a' Y _ y � a z }' d7 co
@ EQUAL SPACES I GRATE & HOOD O O O 2 0..' r L .!� USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O0O2 0 0) 0) c11/21r17�n ` 2 .. A 1---
T �I�I�I
r, i W Q Z LL 2 .'a'" ' '`I--- _ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL 2 „v.;
M CD
3 O Q p m AS SHOWN ON STD. NO. 840.00. H U 0C O • a"'
i C3 C'3 2 2'
Q
r•: ::.•:::: .•O:O.❖.❖.•.♦.❖.❖.•:.;::.•::::.❖;:;.❖.❖.❖.♦.'.❖.•.♦:.;.::❖::. .:•.;.;.;.:�.;.: i FILTER FABRIC , `\ 11111111111111111 QI--I .•� 6„ `•r Err x USE TYPE IIEIIrrFllAND rlGlrGRATES UNLESS OTHERWISE INDICATED. 1- H•.4..i.•.;. ♦♦♦♦♦♦♦s♦ . ♦.•.s❖... : ;.♦s♦♦;♦♦•:4.*.•.♦♦♦♦♦♦♦♦♦.•♦♦♦♦**♦s ♦♦♦♦♦,,♦•.,., r 2 z , 2 z MM,..♦.....♦.♦. ♦.♦.♦.♦:.♦:.♦.♦.♦.♦.♦:.♦::.♦::::.♦.♦....♦.♦....♦.♦.♦.♦.♦:.'.♦.♦.♦.:♦.♦:.♦.♦.. ♦...♦.♦.4. . . g } A } ' ` O~L�O • FOR 8'-0" I N HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER CO~LL O J WOVEN ALTER FABRIC .•.i i i 00♦ ':�OOOOi.........♦i♦...OOOi i i♦...i i.. i i OOOOOi O♦♦♦♦♦'Oi i♦. i ♦..i..woi.e • I J �} '} CD
Y�. A i. .......~........,...............................~.........we. ....my*, PI r` = a = H P:' /' elnik H v �j.. ♦ ;,. ♦........ ..♦ ♦....♦ ♦..♦ ♦. ... ....... .... • ci
pQc� N �,� - O Q ;a. ; �. o.q 8'-0" TO 16.-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O Q 4. .; ♦♦♦:♦•♦♦♦♦♦♦♦♦♦♦♦•: ::♦♦♦♦♦♦..♦♦♦♦♦♦♦•::♦;.•:♦;; .•.: .♦;•: .,. ♦S�.:.;:;•• �1r_ _ FLOw V_- R R w I o cn •.o•... .. •.a ... .. o cn C'� O N-
N y.11�Il U U I-s'-0" • Z I--I .'p"•:v' .v .v' v •.v i Z H1 ,1 y=u-i1 Q QUANTITIES ACCORDINGLY. C
c� Utiti
• H=n ¢ a a PLAN - > m `,'v .:'p . ,o limmil{' CONSTRUCT WITH PIPE CROWNS MATCHING. I>
.' . w, .� , I. :., .. , •- , Eli- IiF a icll II=11 Cl)d U) I-I „ co a I--I Cr) CO
.1..II AL Al IL AL a At Al u. .u=u 1i=u d-n n=u ur- a n=i TI 11=1 i ii-ItT4n=1 cc r a p PLAN vJ
c i11�=11=11. 11=11=I1=11=11=11 11=11=11=1t=11=1l=11=1=.11. I=11=11. lull Q Q J w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W 3rr SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 . r W O
I II=11. 11=11 11:=:11=11.=:11=11=11=11=11.=.11=11=.11=11=11.=.11=11 1111.=.1 8",I = _ = m_I 1, m ? r p X 0
.11•=.11=11. 11=11.=.11=II=11=11=11.=,11=1L=11#11=11=11=11=11. I=11=11. ; a c� TOP SECTION X-X DRAWING NOT TO SCALE. 1-
IN H , `
�1L�11=11 L=.11�11.=11�11.�11=1�11.=1L=11.=1L=11=.11=1L�11= 1I�11= 14:1 w a w ELEV. 6" TOP ELEVATION _ v
1111=11=11- =11..11=1111.=.II-1L I .11-1SE ON FLAT EXPANSION JOINT
=II=1- - ANCHOR SKIRT; -co -co
EXCAVATE I J GRADES 2% AND UNDER J I � (� co
TRENCH AND a 1 ' - 'I ' 1 MEMMI::::::: +TOP ELEVATION
COMPACT i ' ' d ti FRAME GRATE AND HOOD
BACKFlLL S I f I ` I DEPRESSED GUTTER LINE �,- I SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 STEPS - STD. NO. 840.66 W
GENERAL NOTES: 1 3 -0 3'-0" I 0
EXPANSION JOINT
1 MO FLTER Ys BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF PLAN OF TOP SLAB SECTION S-S I I I fir �'.o A - `• °'- 6" TOP ELEVATION �� `_ - - i 1 2 ~ ti�
P,
ELEVATION ' : i x q 1�1 �_ Cl)2. STEEL POSTS SHALL BE 5'-O" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL z ° I o �� �,��dl��� -co .`.(i4.4'!-.... A >_ 0 Z "r
TYPE. MAINTENANCE NOTES: NORMAL CURB AND GUTTER ON LIGHT GRADES 1-1
yI
U' L p' I f fillgioainig
�r o•'�-E-• O, 1-1 =
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY m �1.� `•'' a' �' o' ` o ':c . ' V/
NORMAL GUTTER LINE Z Q W I -. 'v ::v' :. v' :.v' o '� v Z V'
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING v o . , m a U
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. EXPANSION JOINT rr I--1 F. a o o.' H
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER 6 E #8 W BARS ( #4 BAR B TOP 7 Q I-I 6rr / C ` 6rl C , ` 6" x I--I �/•�
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END ( /` a SECTION Y-Y v Q a nvJ
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE UFE AND THE BARRIER STILL IS NECESSARY, THE #4 BAR "V" CAI N USE ON GRADES OVER 2� ELEV. 0 = D 1-- o D O C) CC
FABRIC SHALL BE REPLACED PROMPTLY. @ EQUAL SPACES _ V - - ••,
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 1 ) _ _ _ p RISER HT. o• O
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF �- 'l� io= �'•`-_•* I 10" I DEPRESSED GUTTER LINE CC Q VARIES o, < Q
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROUNA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE _ 6 0 I Q C..) o I F
ii--",:7..t,.••
'. :c ;, Q (..)
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE „ EXPANSION JOINT MAX. 0 T �.l� 6" FF�� -.• o �`'. '.o •' �'• 0 0
EXISTING GRADE, PREPARED AND SEEDED. #4 BARS "U" 6 I 1'-0'/ I 1 I Z 1mml�111 >Il'o' :'o' • v' ••v' v' •:v L o••• I Z cc
pm
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER 1 " < W = 6" T SECTION J-J o. o' •':o. •'o :'•' .';o ' 1 Q N.I =
AREAS OF CONCENTRATED FLOW. DOWEL ELEVATION H H H H H H
,,,,.
WHERE 30" TO 36" PIPE IS USED
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES O ... SEE NOTE SECTION M-M LJ.I -
N WHERE 42" TO 54" PIPE IS USED >- N
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * Q V T WHERE 30" TO 36" PIPE IS USED Q Z r
Z RISER HT. Z
DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS O Q VARIES • 0 0 0
DIMENSION '; • : ':
PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS-U BARS-V BARS-W TOTAL TOP BOTTOMFOHMINIMUM ONE PIPE Q • . - - Q 0
D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEIGHT. H C.M. R.G. OCC
J •
p o::,:,
J O
NOT TO SCALE 1P" 3'-0" 2'-2" -- - 2' 9" 0.235 0.772 0.015 0.026 - - - - - o`,.o':. p;.6.
+ M Mcc
of
• 15" 3'-O" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 (..'.4 �'1 A , ? "
CITY OF CHARLOTTE 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 V.6/I A t OAK
pi
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE STD. NO. REV. 24" 3'-0" 2'_2" 3' 9" 0.235 1.001 0.059 0.085 ``�C . ` °I ENGINEERING
30" 3'-0" 2'-2" 3'-a" 4'-3" 1'-2" 4'-0" 4 1'-5" 2 3'-s" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 ! LL �•.11..:':.;..1.:.;
" 1 00 �.CQARLOTI FE. INCLUDES CHARLOTTE ETJ r3 0.06A 15 36" 3'-O" 2'-2" 3'-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 '.ol :'..‘'''''''.117","..,a77,7
4929 MONROE ROAD CHARLOTTE, NC 28205
l42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 WHERE 42' TO 54" PIPE IS USED °•. ° •� ' ' ' • P . .v�,;�• •. v�.. �•. NORTH CAROLINA FIRM LICENSE#P1742
48" 3'-O" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11' 35 0.145 0.352 2.052 0.235 0.317 ' '
54" � DETAIL SHOWING METHOD � oak.engineering
c. 3 -o' 2 -2 5 -7 6.-3" 2'-7 3'-2' 4 2'-10 5 2'-11 3 2'-11 41 0.180 0.386 2.387 0.297 0.401 SHEET 2 OF 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840
.
02
840 . 02
STEEL POST - 8' MAX.
T STEEL POST
WIRE FENCING WIRE FENCING
1111.1111111111111.1111111111111.11 m FILTER FABRIC O O O O
v ....,.♦ .... ......,.............. .... ........... .♦.... ..... ....
::_.`...,0.� .♦.'.'.'._O.' ..,_.!.:!.:._ !.'O.'0♦ .:_.'. ♦..O_.•••,-O'.O!,'O'..♦_.�..'...!.!::5:' o 5 OR #57 WASHED STONE 43'r rr n rr rr rr n - H 2" WEEP HOLES GENERAL NOTES: FA
WOVEN ALTER FABRIC •:♦::':•:♦:♦.':♦:' ':♦:;:':♦:*:'::Zi::':♦O:♦:♦':♦:':'::g:'::♦:"::O':'':♦••:♦:Fk:•�♦i:';:i:: ::33: ia:i:' a cl , NOTE: USE TYPE E , F AND G GRATE - - Q a YT USE CLASS "B" CONCRETE THROUGHOUT. Q Q.. '.... .....-•--'- --=-'-• ---......... .............�.......... i UNLESS OTHERWISE NOTED. M v 3/r' Q H ^� Q H
'..;,-;=4 ''-•01'.."" '''"K.�' '' � "' �""' "''�"K.�"�'_ ''"'� . 11=1 N I P M�I P Z 2 2 U PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z 2 2 0
♦--• •♦ ♦.. ♦.♦.♦ ♦ ... ♦ ♦ ♦.♦ •♦,.♦ ♦- ,♦ •♦ . N 'll II y ry F-I o Fi cO
II-II 1 111 -I� OON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O
.:_. , � •
_ ;: .:;- , ,; ,. ;' _-✓ ',_ • .,,i- ,�. • II II I 'd- II Ifull=11=11II II A - I - LL J 0-I-I z LL J a H 0
1 11 11. 11 TT 11-11 11 11 11. 11 TT 11.11 11-11 11 11 11- 11 ,11.1 8 - u rr.u= = B I O O co 2 I I I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O O 2
13 II-11c11 11=11 11 11=II 11-1I 11-11-11-11-11-11-11-11 1.=11=11 �, %' oC Z .. 12" CENTERS AS DIRECTED BY THE ENGINEER. 0C Z
11=IL=I1:=11 11 IL=I1-11.=1L-I1:=11.-11.=11:-1-I1-11=1L-11=11.- .III1=If I-Q Q a 2 X I I 1 X W< LL=
ivrr 1 rr .f U O USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. H U Q O
II=II11. II.I1:11-II-I1. .11 11-11-IL .I1 ..11-1I .IL .11 .II L=II=11. 714" A 21/8 I I 2/$ o - I o
11=11-11 1-11-11-11711"11 .1 •11• .11. •11• II. .11 11 11 11 11-11# ANCHOR SKIRT; I -•I -►y F 2 H Z I--I - - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 2 H Z H
-Il-I1-11-1I -11=11=11.=11=11=11.=11_ .11-1 EXCAVATE I. 1 N N CI)H O W 1 L AS SHOWN ON STD. NO. 840.00. U)H O W
- -r1-1 TRENCH AND I LL J ----- --- ` LL J
COMPACT ( I I ) - SECTION - LL SECTION - MM 2 O F-I Q CONSTRUCT WITH PIPE CROWNS MATCHING. 2 O I-I Q
BACKFILL �'_1_1 - ` O CO 2 I O fn 2
GENERAL NOTES: \ t II ) Z 1-1S_-_-1_ - SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z I-I
A A ALIGN FRAME WITH INSIDE 13/8" H H INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. 00 H H A
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A t II EDGE OF WALL TO ALLOW t� Imo- r a p 11 INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r a 0 �� ��Z
MINIMUM OF 6 UNE WIRES WITH 12" STAY SPACING. t I I 1 - I W I W �> .•"•"•. #i
t I I 1 - FOR VERTICAL ADJUSTMENT :111 rr co�I 0 POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. 0 ♦ • ASS/ r•.
1t 1 �� ' o ' er
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A f I I ? WALL SECTION c IF •r� r I CHAMFER ALL EXPOSED CORNERS 1". r • :4- 4-?••7 I.
PERIOD OF MORE THAN 30 DAYS. rSEAL
t II ) 7--r Y DRAWING NOT TO SCALE. : .4 '
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER t t I I SECTION - BB r t PLAN 33996
ANGLE STEEL TYPE. .
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE SECTION - PP SECTION - NN WITH GRATE & FRAME REMOVED -� ••••;4'GI N ��'' J•
WIRES WITH 6" STAY SPACING. B * �co •........ �� ,•
MAINTENANCE NOTES: Orr ,,# CRY T ss•
5. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR PLAN -co ,. ***-
HIS _ ,r cp Z BRICK COPTNG(TNCTDENTAL) �........
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING FRAME GRATE & HOOD ASS'Y N I N �� ~ 02 24 2021
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. ' ' -� -� N TOP ELEVATION
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 1n0 u) I OW 0 < v / OW
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF - - - CO STD. 840.16 FRAME W
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC , „ rr
IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM SHALL BE REPLACED PROMPTLY. :" 1
, 2 O I r6 A gip' U' = & GRATE ` , (D J
BUFFER GUIDEUNES). THE COLOR ORANGE IS RESERVED FOR VISUAL C - Z = I I ■ Z Z W
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT , „ - - a0� , H G F r #4 BAR Fa-I
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT y 3 0 \ _U 73/" Q Z Q ( 6" A` - 6 6" B 6 - a-cm
Q
-
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, r- -as � ^� - a �
FENCE. PREPARED AND SEEDED. II
S i C u) O _ r 0 V -- 0 (OH
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH ,� % K - -K ; N N ' 13/q" - , " 0 x _ O I-
CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL l L Mt ID CC W Q I -�� ):IQ Cr) �./
10.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR SECTION - AA T T ►' p 1- Z ) 0 li
I / 'if) 6" 0 = Z
OTHER AREAS OF CONCENTRATED FLOW.
NOT TO SCALE - - il------
_ � DOWEL ~ HLLJ• CITY OF CHARLOTTE L M ' N1 `" z ( `�' W : W
HIGH HAZARD J FRAME PLAN >-
‹C
O mt SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" r)I > �- N
LAND DEVELOPMENT STANDARDS REV. rr �r SECTION - JJ W W Z r W Cn ■
TEVPORARY SILT FENCEr3s0TD..0N60.BgA - g 3'-0,6" 5�6 0 SECTION X-X SECTION Y-Y 0
�CEIARLOTTE. INCLUDES CHARLOTTE ETJ 1� -'III- 11isrr ;� 11�6rrr - Rf 3rr R �2" O = O V
-� �II� TI� 8 �, - _ _ _ - + DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN u. CC . HEIGHT, H) 0 0 O >
�� IIG, 1� 11 11 = c O DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR I
NOTES: ��• rr 6;' 2' O" 6 - I F1 n W PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE M
-'l W
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. TII 6" 6" 4.1
1�2 I 3/r' r ,/2 BOTTOM WALL PER coeAm w
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR 3/2, 3'-0" 3%2" 3/rr, 0 3 " I - 1/2" D A B H SLAB FT. HT. FOR MINIMUM C.M. R.C.
TO INSTALLATION. llll F 1 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 (...)
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE SECTION - KK I t.' � 1 1�6" I"- 5 15" 2'-3" 0.648 0.023 0.036
DIRECTION OF THE ENGINEER. I 2' 11/2" L 14/8" 18" 2'-6" / 0.703 0.033 0.049 Q AO
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE r 24" / / 3'-0" / 0.814 0.059 0.085
AND/OR CLOSE OUT OF GRADING PERMIT. R- - SHEET 1 OF 2 30" 3'-O" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1 ■.
HOOD ELEVATION SECTION - RR 840 . 03 840 . 1 4 N•
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR n (I)
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). I..L J V/ }'
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS .^ O C }'
AS LONG AS STORM DRAINAGE IS NOT IMPEDED. j J O
HOOD
Z E Z /� Z }+
GRATE Q Z
c 1 1/ rr I�1 /2 rr 3'-6" O Q 61�� A �611 OPTIONAL MANHOLE I-¢ I- W 0 CO
•� rr 2 f A QQ'S E QQ�
41117.
•I•I�IsIsI•I�I•I�I•I�I1I GRATE 1 DEPRESSION a rr 5 rr Z cc 2 0 GENERAL NOTES: z I 2 0
15/g I 1 �8 1� c� Y " C c� . Z C 1J
\ 1 r-7�/$rr 1 r-7�8n �� r_ F LL J I--I Z 6 CHAMFER ALL EXPOSED CORNERS 1". W J H Z v
EXPANSION 1" REBAR FOR BAD �. �\ TIII O O Z - I1 USE CLASS "B" CONCRETE THROUGHOUT. O O Z 2 - w U
REST�NT REMOVAL FROM INLET 2 L 21 IW Q Q W 2X X T 1 OPTIONACONSTRUCTION - MONOLITHICPOUR, 2" KEYWAY, OR W Q QW27O__ I I I I I G H c� o - H c� o LZG E E I D y `� D #4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY THE ENGINEER. 2 (3W - - - k� ! I �A, USE FORMS TO CONSTRUCT THE BOTTOM SLAB. H 2 H Z W Oii.]:
_ Ip p NIL T\ iI 2Hz'-' �,( r a ; +) \ ' Q HFlLTER BAG •
' DEFLECTOR REQUIRED WHEN USED ONCY) _ I --- I I--- I- , _-_-_-1-_-_-_-� O LLJ �-f, ' '� 00 ■v 7� �' 1L IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, OCC LLJI-
/\ . !� EXISTING MAINTAINED STREETS. r -, I I I �I CV O 0 In Q t )_ U m¢ �i- ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O O cAQO rn////////I'F. --AWE I I I I I 1 ZI--I2 - - 1 - - a p ! � / Z I-I 2Z
V
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT N 1 I I I I I '> -� 1 - PROVIDE ALL JUNCTION BOXES OVER 3' 6" IN DEPTH WITH STEPS H H U
IT WILL NOT COMPLETELY OBSTRUCT STORM 1 I I I I CO H 1-i O
WATER FLOW FROM ENTERING VIA THE CURB I r a 0 t - ■ 12 ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. r a 0
CURB OPENINGENING. IISS OBSTRUCTED NO MORE . 257. OF _ II I I IUJ
6'r 3rl _I 3" W
SECTION G - G \ 1 M ADJUST THE STEEL, CONCRETE AND BRICK E MASONRY QUANTITIES 0
TO INCLUDE THE ADDITION OF THE MANHOLE I.E. DIAGONAL BARS v
r 1 rr r rr Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
T 1 4/2 1 41/2 F I FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)MAX. O
i'll>1
411
CATCH BASI I ` PLAN 0 F FRAME Lf} PLAN OPTIONAL SPACED 6"
II jiir_75/Srrir_75�/SrrY BE USED C. TO C. ELEVATIONHISFI2HFEETIS TRUCTURE FROM TOP OF BOTTOM SLAB TO TOPO1..�p n OUTLET _ CAST IRON O 6" ,-� COVERTO JTOTSURFACE FRAME & �/!
N
um,
n
ELEVATION MAX. 1' N-
� � '� PLAN OF GRATING H co � � #4 BAR15
2'-31/4�� CAST IRON ¢ ,III -•.
. _ 0 0 2
OUTLET PIPE T- I CD m LU
J
SECTION INSTALLATIONr 1 Z - z o W
NOT TO SCALE Z O IMPo fill I E OR F -H 11/2" �� O Z Ia-I
• CITY OF CHARLOTTE 1 "- - - 1 1 _ 1 o 0 6" ��'�'■■ SECTION 006
s" '� o � < 0-
�$ �g �g �g :; Q INLET PIPE ■ Project No. -
LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION - i r. F 1 ,' 1 ry r 1 0 ILI C-C OR D-D DOWEL 0 v J co
Date Issued: NOVEMBER 16, 2020
STD. NO. REV. SECTION X-X Z a c�
CHARLOTTE 3 -33/4 2 -33/4 < ' CD °C 0 z Revisions:
INCLUDES CHARLOTTE ETJ 30. 15 13 - Q Q
1 16rr 2rr 0 re 'S DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
1/S ry 1 y,- /8" /8"_,......L.
r�F �. 1/8 rr Z u_ 0 DIMENSIONS OF BOX AND PIPE TOP SLAB Q W d 1
Q � REINFORCEMENT CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE
I
3 3 I I 3 rr 3 rr I c H 0 6" ,- PIPE SPAN WIDTH HEIGHT BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDS. H O
�J �J
KEY/ANCHOR MATERIAL AT SECTION H - H / rr3r-2rr/ rr /2r-2r� } J t/} -� EXP!r JOINT D A B H NO. LENGTH E F TOP BOTTOM WALL) LBS. CU. YDS. C.S. R.C. U) W = N
SLAB SLAB FT. OF HT. REINF MIN. H"
+ H.,
I I ty l� eg H
TOP OF SLOPE. } 2.
Q Z = i_i . Q �„� F-I
�j Q H H 1/" 9rr 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 22 0.750 0.015 0.024 Q Z
12"/ // MIN. -} 1 `'� } 1 Q f-I 15" 2'-3" 2'-3" 2'-6" 12 3'-O" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 Q 0 `� 3.
SPACING TYP.* 21�Srry -_I I 2/gr- I I 0 d srr
11
= 18" 2'-6" 2'-6" 2'-9" 14 3'-3" 3'-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 O V
3r-1 3/rr N N 2r_1 3�rr N N CC • 24" 3' O" 3' O" 3' 3" 16 3' 9" 4'-O" 4'-O" 0.296 0.296 0.259 40 1.434 0.059 0.085 4.
GENERAL NOTES: B 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
36" MIN. SPACING TYP.* `. / 3'-6" 2r-6rr 1= , � = 36" I " I " I II I II I II 5.
1. LAY BLANKETS LOOSELY AND4 -0 4 -0 4 -3 20 4'-9" 5.-0" 5 -0 0.463 0.463 0.333 64 2.341 0.132 0.178
O 6" I II I II I II I II I II I II
STAKE OR STAPLE TO MAINTAIN ... W SEE NOTE DOWEL 42" 4.-6" 4.-6" 4'-9" 22 5.-3" 5.-6" 5.-6" 0.560 0.560 0.370 77 2.878 0.180 0.243
DIRECT CONTACT WITH THE SOIL. 48" 5'-4" 5'-4" 5'-3" 26 6'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317
� � � � DO NOT STRETCH.
SECTION E - E SECTION F - F SECTION Y-Y 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 126 4.283 0.297 0.401 6.
2. * DIMENSIONS SHOWN ARE 60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495
MINIMUM, MANUFACTURED SHEET 1 OF 1 „ „ „ „ „ „ SHEET 1 OF 1
PRODUCTS MAY HAVE ADDITIONAL 66 7'-1" 7'-1" 6'-9" 32 7.-10" 8.-1" 8'-1" 1.210 1.210 0.518 169 5.917 0.444 0.589
e, REQUIREMENTS THAT MUST BE 840 ■ 16 840 . 31
/ 6rr MET.
/ OVERLAP 3. SLOPE SURFACE SHALL BE FREE
IN SLICE OF ROCKS, SOIL CLODS, STICKS, STORMWATER & EROSION
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE CONTROL DETAILS
:.•<': MATTING. FOR CHANNEL OR PIPE
..`••,: I OUTFALL MATTING SPECIFICATIONS,
;•, / PLEASE REFER TO NCESCPDM
ANEF
'' • • i • WATER TABLE STANDARD #6.17 AND Sheet Title
"' I I I MANUFACTURER'S GUIDELINES.
�� CONSTRUCTION DOCUMENTS
\_ NON-WOVEN GEOTEXTILE FILTER CLOTHC6
FABRIC 4' ABOVE SOURCE WATER.
•
Sheet Number 13 Of 13
WHN ARCHITECTS hereby reserves their common law copyright
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
NOT TO SCALE changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
• CITY OF CHARLOTTE the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
MX LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL (-STD. NO. REV. dimensions. Contractors Shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
CIIAIiLOTTE, INCLUDES CHARLOTTE ETJ 30.20 1J must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.