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PROPOSED CONCRETE 13,264 SF PART 1928 SUBPART P.OR AS AMENDED
a zwEv Nx I I 10 O I O O I 14 O O O I ce a I (0.304 AC) ' SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS O
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SITE PLAN GENERAL NOTES: FUTURESHOWN FOR
EF CURB I (CONSERVATION)) I - 20'PVT STM ESMT CLDSM 10.19 (D 0 // /// li I
(SHOWN FOR REFERENCE ONLY) .__ c ____ I L O F' .. 25 CROSSING• OLD STONE
SEE SHEETS C-9.0 C 91 FOR ELEVATIONS -PROP.STOP SIGN I `6'• _
1. ALL DIMENSIONS ARE TO FACE OF CURB EDGE OF PAVEMENT,OR FACE OF BUILDING UNLESS OTHERWISE NOTED. __ �i' PROP.DEDICATED RNV AND STREET SIGN 1 ? +� ---� /
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2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS. 7J w TH N LOTS J tel
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OLD STONE CROSSING3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO •
PROCEEDING WITH WORK. ZONED1979 _ N
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4. PRIOR TO BEGINNING ANY DEMOLITION GRADING OR CONSTRUCTION THE GENERAL CONTRACTOR SHALL VERIFY THAT Hx - - TRIANGLE �, O.
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ALL REQURED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES ®t„=.' •• m - --P -P -- � r -f','y�_ �- 12'SHAREDU PATH �// Z
5. GENERAL CONTRACTOR SHALL MAINTAIN THE(TEN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED ��� a HATCH REPRESENTS MILL - - _ (CLDSM 10.42)E J
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FROM INJURY. L 8'PLANTING STRIP _ H� ���_ -
SIDEWALK TO TIE INTO EXISTIN �e- AND OVERLAY LIMITS - - _- -
(MEASUREDFROM m® ' N' > 0
6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. (CLDSM 10.23)• CALDWELL ROAD FUTUREBOC) 'w IL \ GV AUUZ 000 @ '�^
]. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM 12'SHARED USE PATH WITH 2'SUE `MINOR THOROUGHFARE / `CONTRACTOR TO RESTRIPE ROADWAY TO MATCH EXISTING CONDITIONS UPON 0 U IC/,
TRAFFIC CONTROL DEVICES. (CLDSM 10,42) EX.CENTERLINE 1'SAWCUT AND FULL DEPTH J COMPLETION OF MILL AND OVERLAY AND DRIVEWAY CONNECTION. \ COI
(60'PUBLIC R/W,NCDOT Maintained) PAVEMENT REPLACEMENT - \ I F F
6 CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. H
_ SOLID YELLOW AND 10,30'SKIP CENTER LINE
9. CONSTRUCTRSHALL COMPLY WITH ALL PERTINENT PROVISI THE"MANUAL OF ACCIDENT PREVENTION IN \ PROP DRIVEWAY CONNECTION.CONTRACTOR TO SAWCUT I'INTO EXISTING PAVEMENT AND REPLACE' N N
CONSTRUCTION-ISSUED BY AGC OF LABOR.
INC.AND THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION WITH FULL DEPTH PAVEMENT AND PROVIDE 1.5"MILL AND OVERLAY IN TRAVEL LANE AT DRIVE SEE DETAILS ON SHEET C-2.3 FOR STRIPING DIMENSIONS AND SPECIFICATIONS 'A '0 LUJ
ISSUED BY THE U.S.DEPARTMENT OF LABOR. CONNECTION.ASPHALT OVERLAY SHALL BE SF-9.5C IN CONFORMANCE WITH NCDOT STANDARDS I v,
' EX.CATCH BASIN TO BE REMOVED AND RELOCATED(SEE SHEET C4.0 FOR NEW LOCATION AND C.4.1 FOR STORM SEWER PROFILE)I 00_
NOTES: - SEE SHEET C-2,3 FOR TRAFFIC CONTROL DETAILS W 0 OCV
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. CO L.L CDOT NOTES: VARIES J M ^
2, ALL ROAD IM PROVEMENTS AT ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO (50.00'MIN.AT FRONT SETBACK) 5- LL
CONSTRUCTION. -NON-STANDARD ITEMS(IE:PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A LOTDATA TABLE 1
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH MAX BUILT J_ CIj
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLOSMp 50.05(9"SIGNS ONLY) 1 1
CTREETS, ONTRCT DEPARTMENT TRANSPORTATION BEFORE INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED MA%DTH(LF) LOFAREA UPON AREA MAX BUILDING i UJ Z
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. ik-ISTREETS,CONTACT [e-mail]. IOTN LOTWIDIH ILFl WIDTH RFl OH WI CWERAGEI50%)ISN
5. DIRECT VEHICULAR ACCESS TO CALDWELL ROAD FROM LOTS IS PROHIBITED. 1 63.5 24.0 8322 51325 4161 .. -16. IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF ATACK COAT MAY BE REQUIRED NEAR
-DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC O Q
INTERSECTIONS,THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITIONS OF 2 54 21.6 7032 4922 3526 )_R )_2 Q 0
O THE CDOT WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH),THE MANUAL ON UNIFORM TRAFFIC CONTROL 1 1 IK C/
J. APPROVALOFTHISPIAN IS NOT AN AIRHORFrOTIOTN,
TOA:AcEEADIACENTPROPERTIES,WHEN FIELD CONDITIONS WARRANT OFF-SITE DEVICES(MUTCD),AND THE NCDOT ROADWAY STANDARD DRAWINGS. 3 54 21.6 6972 4880 3486 QW QLFM I` U
RADING,PERMISSION MUST BE OBTAINED FROM THEAFFEREO PROPERTYOWNEIiS. KZ C~
O 4 54.13 21.7 6893 4825 3446.5 _ LU Q
0. e. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB. -ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BY CDOT AND
WILL REQUIRE A ROW USE PERMIT OR ROW LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF 5 57A6 23.0 7853 5497 3926.5 SITE DEVELOPMENT DATA-ADA CURB RAMPS 'O U
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. Q.
CLOSURE,THESE APPROVALS IARE INADDITION TO SITE ONT APPROVALS ROWUSEANDSHOULD BE RLCOORDINATED WITH 6 56.31 22.5 9195 6437 4597.5
o 30. CURB AND IGUTTER SHOVJNORQ PLANS IREMALONG MAY BNB ADJUSTED BASED FIEDUPON FIELD STAKING BY CITY ENGINEERING.ASSOCIATED LCDOT EASES USNESSDPRIORTOBEGRACNGWORKLORIMPACSLESSTHAN30DAYS.CONTRAC.GOVAT RP AssetlDl XCoordinate2 YCoordinate2 Ram T e3 i a
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. LEAST56USINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.CONTRACTOR SHALL 7 55.1 22.0 8180 5726 4090
- P VP f ,
v 11. THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE.BUILDINGS ARE NOT CONTACT [e-mail] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 8 54.5 21.8 7749 5424 3874.5 1 -80.6868 35.2925 Perpendicula r(CLDSM 10.31A) 20.00' 20.00' - t••J
PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO DAYS,EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF 5.00'
PROHIBITED. THE PUBLIC ROW. 9 52 20.8 7312 5118 3656 2 -80.6867 35.2926 Perpendicular(CLDSM 10.31A)
SIDE YARD
22. HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
O 10 52 20.8 7228 5060 3614 3 -80.6867 35.2925 Directional(CLDSM 30.40A)
U RIGHT-OF WAYMUSTBEgPPROVEDBV THE CITY'(INSPECTOR PRIOR TO ANY WI SILL ec CL PLACED.BACKRLL MATERIAL MUST BE -THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,PONY TAGLIAFERRI,OF THE 4 -80.6867 35.2924 Di recti onalCLDSM 10.40A)
APPROVED BY THE DIN INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. CHARLOTTE DEPARTMENT OF TRANSPORTATIONSCDOT)OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANV 11 56 22.4 8835 6185 4417.5
13. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.80-90 DAYS WILL BE REQUIRED TO COORDINATE 12 62.] 24.0 12151 8506 6075.5 5 -80.6866 32.2924 Di Tech ono I(CLDSM 10.40A)
FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS. RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR
COST CAUSED BY THE CONTRACTOR/DEVELOPER. 13 56.5 22.6 9876 6913 4938 6 -80.6866 35.2925 Perpendicula r(CLDSM 10.31A)
14. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE(CITY OF
CHARLOTTE/MECKLENBURG COUNTV)SUBDIVISION ORDINANCE,SECTION 7.200.8. -PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAV 14 51 20.4 8825 6170 4412.5 7 -80.6862 35.2922 Perpendicular(CLDSM 10.31A)
j 15. ANYCONSTRUCrION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE is SUBJECT TO THE RESTRICTIONS IMPOSED BY THE WITHOUT REVIEW AND APPROVAL OF CDOT.DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR 15 56.5 22.6 9250 6475 4625 8 -80.6861 35.2923 Perpendicula r(CLDSM 10.31A)
FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. CANDACE [e-mail])FORL DLOCAL ST9REET LIGHTING CRIOTERIA TWITH RESIDENNTIALG SUBDIVISION
16. ABOVET THE
GROUND
U SURACE(TRUCES TO LOT WHICH MAY SHORIENC LIGNTICANTO OVERLAND
ONE FOOT PROJECTS ANDTO CONTACT BRUCE REQUIREMENTS.(7OORDI-5838 OR BRUCE ENERGY
ENERGY AND CDOT AS NECESSARY TO
CONSIDERED N THE Mel FLOOD ANALYSIS.) DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. SITE DEVELOP MENT TABLE:
K 1]. PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. -PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH REQUIRED PARKING:DWEW NG-DUPLEX-1.5/DWEW NG UNIT(3 SPACES PER LOT) 2
A 18. "AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BESUBM Imo PRIOR TO EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT
_
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE [e-mail]. TAX MAP NUMBER:05121282&05123281 PROVIDED PARKING:45PACE5 PER LOT(2 DRIVEWAY,2 GARAGE) 2
O
CITY/COUNTVSUBDIVISION0RDINANCE.
-IT IS THE DEVELOPER,PROPERTY OWNER,OR A DESIGNATED REPRESENTATIVE'S RESPONSIBILITY TO CONTACT
19. PRIOR TO INSTALLATION,PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF ZONING:N-IA INTERNAL SETBACKS: y
,_ CHARLOTTE ENGINEERING FOR APPROVAL PRIOR TO CO,SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'SAND DUKE ENERGY AND THE OTHER UTILITIES ON THE ADJACENT POLE INS IF)(E.G.-ATBT,SPECTRUM,ETC.)EARLY
DETENTION SYSTEMS MUST BE PROVIDED.PRIOR TOPLAT RECORDATION,OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE IN THE PLANNING AND DESIGN PHASE OF THE PROJECT TO DETERMINE IF INITIAL PLANS CAN SAFELY DEED INFORMATION:DB 366971 PG 409 FRNER-lO.5Fr ONNSERV),27 FT(EXTERNAL)FROM R/W
REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE''OFFSITE R/W ACQUISITION PROCESS".THESE NEEDED 6/W AND ACCOMMODATE OVERHEAD UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS.IF THERE IS AN CORNER:IO FT(CONSERVATION)
CONSTRUCTION LIMnS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN. EXISTING NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE BUILD-TO ZONE -
REQUIREMENT,AND IN CONSULTATION WITH RE IN RAN SECTION STAFF AND DUKE ENERGY IT HAS BEEN SITE AREA:5.69 AC.(5.31 AC.Net-see C-6.0 for Calculations) SIDE:5 FT.
20. PER SECTION IB-1)5(E)OFCITY CODEAND SECTION l0.00FTHE CITY(POST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE,THENANEW BUILD-TO LINE SHALL BE ESTABLISHED REAR:20 FT.(INTERNAL)4O FT.(EXTERNAL)
ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS(PCCES)MUST BE RECORDED PRIOR TO THE AT THE EDGE OF THE OVERHEAD UTILITY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ([e-mail])FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT CONFLICTS. GARAGE:20 FT.FROM BACK OF SIDEWALK OR R/W(WHICHEVER IS GREATER) SEE ARCH PLANS FOR
21. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION SG.JORDI,70,336-7086)TO IDENTIFY ANY PROPOSED ALTERNATIVE RESIDENTIAL DEVELOPMENT MIN.LOT SIZE: INTERIOR DETAILS© N
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.DEVELOPER -A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL S,000 SF(CONSERVATION)
UTILITY TELECOM SERVICE PROVIDERS.THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY ENTRY DOOR w
N SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THECONTMCTOR/DEVELOPER. CONSERVATION DEVELOPMENT MAX HEIGHTOF BUILDING:48'(APPROXMATE)
22. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.ALLOW]DAYS PROCESSING FOR PERMIT. OUTSIDE OF THE CITY RIGHT-OF-WAY. MIN-LOTWIDTH:35 FT(CONSERVATION)
w FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION(704-3ANCS/H)OR VISIT PROPOSED USE:(30)DUPLIX UNITS ONSUBLOTS WITH LAND FOR SALE
O CE HTTP://WWW.CHARMECK,ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME,HTM NCDOT NOTES
x 23, NON-STANDARD ITEMS OE(PAVERS,IRRIGATION SYSTEMS,ETC,)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT PROPOSED LOTS:115 WATER:CHARLOTTE WATER(PUBLIC) ; a }
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLING DEPARTMENT OFTMNSPORTATION 1. WEDGING MAY BE REQUIRED TO ADJUST CROSS SLOPES IN ORDER TO OBTAIN POSITIVE DRAINAGE.SEE MAXIMUM LOTS ALLOWED:23(5.31 ACX43,S605F/100005F LOTS) SEWER:CHARLOTTE WATER(PUBLIC) 1 BEFORE INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT COOT AT I709)336-3888. DETAIL,SHEET C-2.3 i -- . 8.00' p
gl 24. SIDEWALK WITHIN THE CITY'SR/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS 2. PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROADWAYG
SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE.THE 3. DEVELOPER/CONTRACTOR HOLDS ALL RESPONSIBILITY TO ENSURE VERTICAL CLEARANCE(S)IS MET AND MAXIMUM BUILDING COVERAGE:50%(SEE LOT DATA TABLE) UTIUTI ES:ALL UTILITIES WILL BE UNDERGROUND AS . ' • f7.25' - m
n DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF ALL EXISTING UTILITIES ARE NOT DAMAGED DURING THE CONSTRUCTION PHASES().
+3 REMOVAL MAXIMUM DRIVEWAY WIDTH:40%OF LOT WIDTH,24'MAXIMUM WIDTH(SEE LOT DATA TABLE) REQUIRED BY CURRENT LAND DEVELOPMENT CONCRETE 6F.�
DRIVEWAY �i' O
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25. ANY WORK WITHIN THE CITY'SR/IN THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS REQUIRES A GARBAGE COLLECnON:ROLL OUT CONTAINERS(PRIVATE-HOA) STANDARDS •g z
R/W USE PERMIT.TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS PART OF THE R/W NOTE: - m.
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USE PERMIT REQUEST.TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK ALL ROADS SHALL BE CAPABLE OF SUPPORTING 80,000 POUNDS. f_p•S: PROJECT 4:2021.056 DATE:01/15/2023
(WATCH)AND MUST BE REVIEWED AND APPROVED.CONTRACTOR SHALL CONTACT CDOT AT LEAST S BUSINESS DAYS IN ADVANCE OF GREEN AREA REQUIRED:15%OF NET SITE AREA WATERSHED:BACK WATERSHED . e . DRAWN BY:GE CHECKED BY:GE
BEGINNING OF WORK AT(704)432-1562. II.
NOTE: GREEN AREA PROVIDED:15%(SEE C-6.0 FOR CALCULATIONS) FLOOD DATA:ZONE'X'PER COMMUNITY PANEL TITLE
26. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF A ALL TREESAVE AREA IS WITHIN COMMON OPEN SPACE. COS REQUIRED:10%OF NET SITE AREA0.531 AC,23,130 SF) 371045-9600M,EFF.11/16/2018 !
TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE ( SITE PLAN
RQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS.THE REVISED TRAFFIC CONTROL PLANS
MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES.CONTRACTOR COS PROVIDED:10%(0.ITE AC,23,2225F) DENSITY:HIGH I�1o.o0• I 17.25'�" 1o.oD•�
PROJECT ESTIMATED COMPLETION DATE IS AUGUST,2026.
SHALL CONTACT CDOT AT 17o4133E8348. _ GREEN AREA REQUIRED IN COS:S%OF SITE(0.266 AL,11,5655F)
27. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRESA R/W LEASE AGREEMENT.CONTRACTOR SHALL GREEN AREA PROVIDED IN COS:15.03%(0.798 AC,34,758 SF) SITE IMPERVIOUS:1.36 AC. TYPICAL DUPLEX ENLARGEMENT
SHEET NO.
' CONTACT CDOT AT(704)33B-8348. 1"=10'
SITE IMPERVIOUS%:25.6%
C-2.0