NCC240844_Site Plan or Location Map_20240325

REVISION HISTORY
J1L PLAN# DATE DESCRIPTION
11'
21-DP-10017 10/03/2022 PLANS APPROVED
-BUILDING#1&BUILDING#2 FOOTPRINTS UPDATED
■ -PARKING SPACES ALONG NORTHERN PROPERTY BOUNDARY REMOVED �\.`N I�qR p���
DEvELopmENT PLAN 1.J B M I T TA L ■ --PARKING MODIFICATION TO RETAINING WALDL#1&#3 REMOVED `�O�OF ESS%py�Ly%
-STORMWATER CONTROL MEASURE#1&#2 REORIENTED co" ;;:l.
SE: _--___-_____ - 06/22/2023 8"SANITARY SEWER LINE(MH10,MH11,AND MH12)ADDED ALONG PARK OVERLOOK
CROSSWALK ALONG PARK OVERLOOK WAY SHAFTDTO SOUTHHWSTCRW ROF BLDG#2 02230AY
2 1 -DP- 1 001 7-A 09/14/2023 -IN NE21-DP-10017-A -PARKING UPDATED ALONG PARK OVERLOOK WAY TO MIRROR NORTH SIDE OF ROAD ��?,... NGINEF- `-`�10/09/2023 -BUILDING#1&#2 FFE RAISED 1.0'
Er,
01/29/2024 -W T ERILIN ALO#3 PAW PROPOSED ASW A FOUNDATION WALL SOUTH OF BUILDING#2 /°9R0IWIIgp01
-WATER LINE ALONG PARK OVERLOOK WAY SHIFTED 5.0'NORTH 01/29/2024
-STORM MANHOLES SHIFTED OUTSIDE OF SIDEWALK
PARK OVERLOOK DETAILS UPDATED TO TOWN OF CARY 2ED.STANDARD NTROS
S^ -MISC.ARCHITECTURAL REVISION(SEE INCLUDED REVISION NARRATIVE INCLUDED WITH SUBMITTAL)
,i -TEMPORARY SEDIMENT BASIN#1 REVISED.EROSION CONTROL SEQUENCE REVISED.
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HAGERSMITH DESIGN PA GGP PARK OVERLOOK EAST LLC GGP PARK OVERLOOK EAST LLC TIMMONS GROUP TIMMONS GROUP TIMMONS GROUP o� o 0 0 0
BRYAN GIBSON, AIA, NCARB 2077 SOMERVILLE ROAD; SUITE 310 2077 SOMERVILLE ROAD; SUITE 310 5410 TRINITY ROAD; SUITE #102 KEVIN BARNES, PLA MARC SNIDER, PLS ' a a a
300 SOUTH DAWSON ST ANNAPOLIS, MD 21401-4186 ANNAPOLIS, MD 21401-4186 RALEIGH, NC 27607 5410 TRINITY ROAD; SUITE#102 5410 TRINITY ROAD; SUITE#101 W Z ALL
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RALEIGH, NC 27601 RALEIGH, NC 27607 RALEIGH, NC 27607 O M O
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PH: [phone] PROJECT MANAGER: [e-mail] [e-mail] LULU LU
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MODIFICATIONS TO TOWN STANDARDS: SITE PLAN SUMMARY JACOB DOOLEY, PE PH: [phone] PH: [phone] 0
1. THE FOLLOWING MINOR MODIFICATIONS TO THE TOWN'S DEVELOPMENT STANDARDS HAVE BEEN APPROVED IN ACCORDANCE PROJECT: PARK OVERLOOK [e-mail] Sheet List Table R7.51 TMP-NC55 PHASE II PLAN
WITH SECTION 3.19 AND OTHER APPLICABLE SECTIONS TO THE LDO. OWNER: GGP PARK OVERLOOK EAST LLC - O
1.A. GRADING WITHIN GREEN LEVEL CHURCH ROAD 30 FT STREETSCAPE BUILDING 1:4010 PARK OVERLOOK WAY P H: [phone] Sheet Number Sheet Title R7.52 TMP-NC55 PHASE III PLAN-SOUTH cc
-AS A RESULT OF WIDENING GREEN LEVEL CHURCH RD FOR'A OF 4-LANE TYPICAL SECTION WITH A 10' PROJECT ADDRESS: BUILDING 2:4000 PARK OVERLOOK WAY R7.53 TMP-NC55 PHASE III PLAN-NORTH H
SIDE STREET TRAIL,STREETSCAPE ALONG GREEN LEVEL CHURCH ROAD WILL BE GRADED AND REVEGETATED TO A CO.00 COVER SHEET
30'WIDE TYPE C STREETSCAPE.NARROW STREETSCAPE LIMITS FEASIBILITY OF PROTECTING TREES. COUNTY: WAKE - R7.61 CROSS SECTION SHEET-GREEN LEVEL CHURCH ROAD 0
MODIFICATION APPROVED THROUGH 21-DP-10017 PIN: 0737103369 C1.00 OVERALL EXISTING CONDITIONS&TREE SURVEY w
1.B. GRADING WITHIN HWY 55 30 FT STREETSCAPE DEED: DB 018914 PG 00317 ENGINEER OF RECORD: C1.01 EXISTING CONDITIONS&TREE SURVEY-NORTH R7.62 CROSS SECTION SHEET-GREEN LEVEL CHURCH ROAD pimp-Lc,'N ry N ry
JUSTIFICATION-AS A RESULT OF HWY 55 FOR Y OF 6-LANE TYPICAL SECTION WITH A 10 FT GREENWAY,STREETSCAPE JURISDICTION: TOWN OF CARY 2 00000
ALONG HWY PE Cl02 EXISTING CONDITIONS&TREE SURVEY-SOUTH R7.63 CROSS SECTION SHEET-GREEN LEVEL CHURCH ROAD
55 WILL BE GRADED AND REVEGETATED TO A 30'WIDE TYPE C STREETSCAPE.TREES PROTECTED WHERE RICK BAKER, W N N N N N
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FEASIBLE. EXISTING ZONING: ORDa I-
R7.71 CROSS SECTION SHEET-NC55(SOUTH) Q '7 O+O+.i O+
MODIFICATION APPROVED THROUGH 21-DP-10017 EXISTING USE: SINGLE FAMILY RESIDENTIAL,VACANT C2.01 DEMOLITION PLAN-NORTH z p .-1 N O O N
1.C. CHAMPION TREE#1 REMOVAL(48"WILLOW OAK) [e-mail] CA 0-0
OFFICE,BUSINESS,RESEARCH LABORATORY, C2.02 DEMOLITION PLAN-SOUTH R7.72 CROSS SECTION SHEET-NC55(SOUTH) o o 0.-I o
JUSTIFICATION-SAVING THIS TREE WOULD PREVENT THE REASONABLE USE OF THE PROPERTY BASED ON THE PROPOSED USE: ~�-, O O.-I.-I O
WAREHOUSE PH: [phone] R7.73 CROSS SECTION SHEET-NC55(SOUTH)REQUIRED WIDENING OF GREEN LEVEL CHURCH ROAD(FOR'A OF A 4-LANE TYPICAL SECTION WITH 10'STREET SIDE TRAIL), >
NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP#3720073700J C2.03 DEMOLITION PLAN-INSETS
EXISTING ZONING,AND EXISTING STEEP TOPOGRAPHY.REPLACEMENT OF TREES WILL BE PROVIDED PER TOC LDO SEC FLOOD ZONE: L8.00 OVERALL PLANTING PLAN 0cc DATE
02/25/2021
7.2.5.E. (EFFECTIVE 05/02/2006) C3.00 OVERALL SITE LAYOUT PLAN
MODIFICATION APPROVED THROUGH 21-DP-10017 RIVER BASIN: JORDAN LAKE - OVERALL PARKING SUMMARY C3.01 SITE LAYOUT PLAN-NORTH L8.01 PLANTING PLAN-NORTH >
1.D. CHAMPION TREE#3 REMOVAL(51.2"RED OAK) EXISTING TRACT AREA: 14.51 AC(13.28 AC,0.50 AC,0.21 AC,0.52 AC)
JUSTIFICATION-SAVING THIS TREE WOULD PREVENT THE REASONABLE USE OF THE PROPERTY BASED ON THE EXISTING PROPOSED TRACT TOTAL VEHICULAR C3.02 SITE LAYOUT PLAN-SOUTH L8.02 PLANTING PLAN-SOUTH
ZONING AND THE EXISTING STEEP TOPOGRAPHY.REPLACEMENT OF TREES WILL BE PROVIDED PER TOC LDO SEC 7.2.5.E. 14.06 AC(0.45 AC RIGHT OF WAY DEDICATION) PARKING SPACES 326 SPACES DRAWN BY
MODIFICATION APPROVED THROUGH 21-DP-10017 AREA: L8.03 PLANTING SCHEDULE&NOTES
1.E. CHAMPION TREE#4 REMOVAL(39 WHITE OAK) NET TRACT AREA: 14.06 AC(0.45 AC RIGHT OF WAY DEDICATION) STANDARD 9'x18' 317 SPACES C3.11 ON-SITE PAVING PLAN-NORTH J.DOOLEY
JUSTIFICATION-SAVING THIS TREE WOULD PREVENT THE REASONABLE USE OF THE PROPERTY BASED ON THE EXISTING PRE-1993 EXISTING SPACES C3.12 ON-SITE PAVING PLAN-SOUTH L8.04 PLANTING DETAILS
ZONING AND THE EXISTING STEEP TOPOGRAPHY.REPLACEMENT OF TREES WILL BE PROVIDED PER TOC LDO SEC 7.2.5.E. IMPERVIOUS SURFACE 0.62 AC/27,095 SF ACCESSIBLE SPACES 9 SPACES C3.20 HORIZONTAL SIGHT DISTANCE DIAGRAMS L8.05 CHAMPION TREE REPLACEMENT EXHIBIT DESIGNED BY
MODIFICATION APPROVED THROUGH 21-DP-10017 AREA: STANDARD 5 SPACES
1,F. CHAMPION TREE#B REMOVAL(42.4"WILLOW OAK) PROPOSED TRACT C3.21 VERTICAL SIGHT DISTANCE DIAGRAMS C9.00 NOTES AND DETAILS •
ADJACENT J.DOOLEY
JUSTIFICATION-SAVING THIS TREE WOULD PREVENT THE REASONABLE USE OF THE PROPERTY BASED ON THE EXISTING AREA PLUS 1/2 OF VAN 4 SPACES -
ZONING AND THE EXISTING STEEP TOPOGRAPHY.REPLACEMENT OF TREES WILL BE PROVIDED PER TOC LDO SEC 7.2.5.E. 16.68 AC/726,542 SF C4.00 EROSION CONTROL DRAINAGE AREA MAP-PHASE I C9.01 NOTES AND DETAILS
TOTAL BICYCLE
MODIFICATION APPROVED THROUGH 21-DP-10017 4 RACKS OR SPACES;1 RACK=2 SPACES - C9.02 NOTES AND DETAILS
1.G. COMPACT PARKING MAY BE PROVIDED IN ADDITION TO THE REQUIRED MINIMUM NUMBER OF SPACES ON A CASE-BY-CASE RIGHT-OF-WAY: PARKING C4.01 EROSION CONTROL PLAN-PHASE I-NORTH CHECKED BY
BASIS. TOTAL BUILDING#1 REQUIRED PARKING - C9.03 NOTES AND DETAILS •
TOC LDO 7.8.4.8). R.BAKER
JUSTIFICATION-PARKING PROVIDED ABOVE THE REQUIRED MINIMUM AMOUNT POST-DEVELOPMENT C4.02 EROSION CONTROL PLAN-PHASE I-SOUTH
( 11.30 AC/491,386 SF
MODIFICATION APPROVED THROUGH 21-DP-10017 IMPERVIOUS SURFACE OFFICE(42,557 SF) (42,557/300=141.86)=142 SPACES - C9.04 NOTES AND DETAILS
1.H. BUILDING LENGTH EXCEEDS SIX HUNDRED(600)FEET IN LENGTH WITHOUT A PEDESTRIAN PASS-THRU. AREA: C4.03 EROSION CONTROL PLAN-PHASE I-INSETS
JUSTIFICATION-BREAK NOT PROVIDED DUE TO THE INDUSTRIAL NATURE OF THE TRUCK COURT(TOC LDO 7.10.4.A.4). TOTAL PROPOSED WAREHOUSE(63,800 SF) (63,800/1,250=51.04)=52 SPACES C4.04 EROSION CONTROL DRAINAGE AREA MAP-PHASE II C9.05 NOTES AND DETAILS • SCALE
MODIFICATION APPROVED THROUGH 21-DP-10017 POST-DEVELOPMENT BUILDING#2 REQUIRED PARKING C4.05 EROSION CONTROL PLAN-PHASE II-NORTH C9.06 NOTES AND DETAILS AS SHOWN
1.1. GREEN LEVEL CHURCH ROAD ROADWAY CURVES NEED TO BE REVIEWED TO MEET DESIGN SPEED STANDARDS(50 MPH). IMPERVIOUS SURFACE (491,386-27,095)=464,291 SF
ANY SUBSTANDARD CURVES MUST BE IMPROVED. AREA: OFFICE(18,793 SF) (18,793/300=62.65)=63 SPACES C4.06 EROSION CONTROL PLAN-PHASE II-SOUTH C9.07 NOTES AND DETAILS •
JUSTIFICATION-IMPROVEMENTS BEYOND THE NORTHERN AND SOUTHERN PROPERTY LINES ENCROACH ONTO IMPERVIOUS ALLOWED C9.08 NOTES AND DETAILS
ADJACENT PROPERTIES. PER L.D.O.4.4.6.D.2. (726,542-27,095)`0.70=489,613 SF WAREHOUSE(36,863 SF) (36,863/1,250=29.49)=30 SPACES C4.07 EROSION CONTROL PLAN-PHASE II-INSETS •
MODIFICATION APPROVED THROUGH 21-DP-10017 C4.08 EROSION CONTROL DRAINAGE AREA MAP-PHASE III C9.09 NOTES AND DETAILS
1.J. STREETSCAPE AVERAGING ALONG NC55 (70%MAX): REQUIRED VEHICULAR PARKING -
JUSTIFICATION-LDO SECTION 7.2.10(4)(a) MAX BUILDING HEIGHT: 35' C9.10 NOTES AND DETAILS
MODIFICATION APPROVED THROUGH 21-DP-10017 PROPOSED BUILDING C4.09 EROSION CONTROL PLAN-PHASE III-NORTH
1.K. STREETSCAPE AVERAGING ALONG GREEN LEVEL CHURCH ROAD HEIGHT: 29'-5" (OFFICE(1/300 SF) 205 SPACES TOTAL C4.10 EROSION CONTROL PLAN-PHASE III-SOUTH C9.11 NOTES AND DETAILS
JUSTIFICATION-LDO SECTION 7.2.10(4)(a) BUILDING#1:OFFICE(42,557 SF),WAREHOUSE(63,800 SF);TOTAL 106,357 SF WAREHOUSE 10,001+ 82 SPACES TOTAL C4.11 EROSION CONTROL PLAN-PHASE III-INSETS C9.12 NOTES AND DETAILS
MODIFICATION APPROVED THROUGH 21-DP-10017 PROPOSED BUILDING SF(1/1250) _
SQUARE FOOTAGE BUILDING#2:OFFICE(18,793 SF),WAREHOUSE(36,863 SF);TOTAL 55,656 SF SF) _
TOTAL:162,013 SF C4.12 EROSION CONTROL DRAINAGE AREA MAP-PHASE IV PAGE 1 OF 1 SITE LIGHTING PLANOM
PARKING REQUIRED 287 SPACES TOTAL _
CARY COMMUNITY PLAN REQUIRED TRANSPORTATION IMPROVEMENTS: PROJECT LIMITS OF 18.80 AC/818,928 SF C4.13 EROSION CONTROL PLAN-PHASE IV-NORTH SHEET 1 OF 2 ROADWAY LIGHTING PLAN
DISTURBANCE: C4.14 EROSION CONTROL PLAN-PHASE IV-SOUTH
SHEET 2 OF 2 ROADWAY LIGHTING PLAN
GREEN LEVEL CHURCH ROAD OFF SITE LIMITS OF 4.49 AC/195,585 SF - - A-101 A BUILDING ONE FLOOR PLAN ai
DISTURBANCE: C4.15 EROSION CONTROL PLAN-PHASE IV-INSETS
• GREEN LEVEL CHURCH ROAD-PERFORM FRONTAGE WIDENING ON THE EAST SIDE OF GREEN LEVEL SETBACKS: MIN.SETBACK FROM STREET:30' UTILITIES IMPROVEMENTS QUANTITY C4.16 EROSION CONTROL DRAINAGE AREA MAP-PHASE V A-101 B BUILDING TWO FLOOR PLAN Z -
CHURCH RD CONSISTENT WITH THE TOWN OF CARY'S THOROUGHFARE PLAN TO PROVIDE AN MIN.SIDE YARD SETBACK:0' - A-201 A STATEMENT OF ARCHITECTURAL COMPATABILITY-MATERIALS
ADDITIONAL NORTHBOUND THROUGH LANE AND 10 FT STREET SIDE TRAIL. GREEN LEVEL CHURCH ROAD:30'STREETSCAPE(AVERAGED) SANITARY SEWER C4.17 EROSION CONTROL PLAN-PHASE V-NORTH O
BUFFERS: NC HWY 55:30'STREETSCAPE(AVERAGED) - A-201 B STATEMENT OF ARCHITECTURAL COMPATABILITY-MATERIALS < a
C4.18 EROSION CONTROL PLAN-PHASE V-SOUTH
HW
Y 55 NORTH AND SOUTH PROPERTY LINE:10'TYPE C BUFFER 8"PUBLIC 2,681 LF - -
C4.19 EROSION CONTROL PLAN-PHASE V-INSETS
rA-202 A STATEMENT OF ARCHITECTURAL COMPATABILITY-COMPOSITION A U
1 `
• PERFORM FRONTAGE WIDENING ON THE WEST SIDE OF HWY 55 CONSISTENT WITH THE TOWN OF TOWN OF CARY STREET TABLES 6"PUBLIC 47 LF C4.20 NPDES SLOPE STABILIZATION PLAN A-202 B STATEMENT OF ARCHITECTURAL COMPATABILITY-COMPOSITION TI I-
CARY'S THOROUGHFARE PLAN TO PROVIDE AN ADDITIONAL SOUTHBOUND THROUGH LANE AND 10 - A-203 A STATEMENT OF ARCHITECTURAL COMPATABILITY-SCALE O
FT GREENWAY TRAIL. DOMESTIC WATER C5.00 OVERALL GRADING&STORM DRAINAGE PLAN Z
TOWN OF CARY GENERAL NOTES: STREET 12"WATERLINE 1,049 LF C5.01 GRADING&STORM DRAINAGE PLAN-NORTH A-203 B STATEMENT OF ARCHITECTURAL COMPATABILITY-SCALE L0 NfI O
STREET WIDENINGS TOTAL LENGTH C5.02 GRADING&STORM DRAINAGE PLAN-SOUTH A-204 A STATEMENT OF ARCHITECTURAL COMPATABILITY-PROPORTION '.0 }}
10"WATERLINE 260 LFrH �■■I Z
GREEN LEVEL CHURCH ROAD 1195 LF X 2 LANES 1195 LF C5.03 STORM TABLES A-204 B STATEMENT OF ARCHITECTURAL COMPATABILITY-PROPORTION I D
1. UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS DEVELOPMENT PLAN,THE DEVELOPMENT 8"WATERLINE 1,454 LF („) I O
C5.10 SCM DETAILS A-205 A STATEMENT OF ARCHITECTURAL COMPATABILITY-RHYTHM U
OF THIS PROJECT,INCLUDING ANY SUBSEQUENT DEVELOPMENT PLANS,SHALL COMPLY WITH THE NC HWY 55 1265 LF X 4 LANES 1265 LF ^^ a
CARY LAND DEVELOPMENT ORDINANCE LDO AND ALL OTHER APPLICABLE REGULATIONS AND 6"WATERLINE 287 LF A-205 B STATEMENT OF ARCHITECTURAL COMPATABILITY-RHYTHM Q LU 5,(LDO) C5.11 SCM DETAILS
GUIDELINES. IN THE EVENT OF A DISCREPANCY BETWEEN THIS APPROVED DEVELOPMENT PLAN NEW PUBLIC STREETS Z Q =
2"WATERLINE 141 LF A-206A STATEMENT OF ARCHITECTURAL COMPATABILITY-TRANSPARENCY
AND THE APPLICABLE REGULATIONS OR GUIDELINES,AND ABSENT PLAN OR OTHER RELATED 0 LF 0 NUMBER OF LANES 0 LF C5.12 PRIVATE STREET-PLAN&PROFILE W I 3 a
APPROVAL,THE APPLICABLE REGULATIONS OR GUIDELINE SHALL APPLY. 1.5"WATERLINE 0 LF C6.00 OVERALL UTILITY PLAN A-206 B STATEMENT OF ARCHITECTURAL COMPATABILITY-TRANSPARENCY1111112 oil ' W v
2. NO CHANGES TO ANY ASPECT OF THIS DEVELOPMENT PLAN,INCLUDING BUT NOT LIMITED TO, cc LLI A
NEW PRIVATE STREETS PROPOSED FIRE C6.01 UTILITY PLAN-NORTH A-207 A STATEMENT OF ARCHITECTURAL COMPATABILITY-ARTICULATION Z Q I ,=
LANDSCAPING,GRADING,ARCHITECTURAL DESIGN(ESPECIALLY COLORS),LIGHTING,OR UTILITIES 12 W N V
SHALL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE 865 LF X 2 LANES 865 LF HYDRANTS - A-207 B STATEMENT OF ARCHITECTURAL COMPATABILITY-ARTICULATION U
PROPOSED WATER C6.02 UTILITY PLAN-SOUTH no U- (.1")
TOWN OF CARY. 42 - O `8
VALVES A-208 A STATEMENT OF ARCHITECTURAL COMPATABILITY-EXPRESSION
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3. THE ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS FIRE LANES C6.11 SANITARY SEWER OUTFACE PLAN&PROFILE ZCe
OR 90 CALENDAR DAYS,WHICH EVER IS FIRST. PROPOSED BLOW-OFFS 1 C6.12 SANITARY SEWER OUTFACE PLAN&PROFILE A-208 B STATEMENT OF ARCHITECTURAL COMPATABILITY-EXPRESSION < 0 Ill; 3
2480 LF X 2 LANES 2480 LF
4. THIS DESIGN MEETS ALL CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILSz O
EXCEPT WHERE SPECIFICALLY NOTED BELOW: PROPOSEDA 0 C6.21 WATERMAIN 1 PLAN&PROFILE A-209 A STATEMENT OF ARCHITECTURAL COMPATABILITY-COLOR
F� a
AIR-RELEASE VALVES J 0 � 0 m d
4.A. SEE ABOVE MODIFICATIONS. TRAFFIC ALERT: C6.22 WATERMAIN 2 PLAN&PROFILE A-209 B STATEMENT OF ARCHITECTURAL COMPATABILITY-COLOR O } U -'o
5. THE GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED RECLAIMED WATER J Q
1. A TRAFFIC ALERT ISSUED BY THE TOWN IS REQUIRED FOR THIS PROJECT FOR CONSTRUCTION ACTIVITIES A-210A TRASH ENCLOSURE DRAWINGS re 2 0NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENT PROGRAM OR AN APPROVED NUTRIENT THAT ARE GOING TO BE CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY.THE CONTRACTOR SHALL RECLAIMED WATER 0 LF R7.20 HORIZONTAL DATA SHEET Q �/ rn
OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND THE LOCAL PROPERLY FILL OUT A TOWN OF CARY PUBLIC INFORMATION(PIO)FORM AND SUBMIT IT TO THE FIELD LINES R7.21 TYPICAL ROADWAY SECTIONS A-300 DIGITAL SAMPLE BOARD Z U Lf Y '0
GOVERNMENT STATING THE NITROGEN BUY-DOWN HAS BEEN COMPLETED IF REQUIRED. SERVICES INSPECTOR AT LEAST FIVE(5)BUSINESS DAYS PRIOR TO CONSTRUCTION ACTIVITIES - W O a 2
6. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR PROJECTED SEWER FLOW R7.31 EXISTING CONDITIONS&PLAN&STRIPING SHEET = O9 °c 2
m APPROVED WITH THIS DEVELOPMENT PLAN. BEGINNING WITHIN THE RIGHT-OF-WAY.THE FIELD SERVICES INSPECTOR WILL FORWARD THIS FORM TO _ I- > ce .1-
PIO SO THAT A TRAFFIC ALERT CAN BE ISSUED IN ADVANCE OF THE CONSTRUCTION. R7.32 PROFILE&GRADING SHEET c w E o
O 7. ALL PROPOSED LANDSCAPING SHOULD BE PLANTED OUTSIDE THE SIGHT DISTANCE EASEMENTS - - 8
-1 SHOWN 7.z.a) WAREHOUSE {[(61,350 SF)X(0.09 GPD/SF)]+[(100,663 SF)X(0.12 GPD/SF)]}SHOWN ON THE PLAN SHEETS IN SUCH A WAY THAT SHRUBS/TREES DO NOT ENCROACH INTO THE R7.41 EXISTING CONDITIONS&PLAN&STRIPING SHEET 0 0 O
SIGHT DISTANCE EASEMENTS SHOWN.ANY PLANTING THAT GROWS INTO THE SIGHT DISTANCE - - Oz
Y a co
EAST(792.41 LF)- WIDE NC55('WIDTH AVERAGED) R7.42 PROFILE&GRADING SHEET u
▪ EASEMENT SHOULD BE MAINTAINED WELL UNDER 3.5'TO ENSURE SAFE INTERSECTION SIGHT EAST STREET BUFFER AREA(SF)- AEG.DAILY FLOW 17,601 GPDQ O c
DISTANCE PER AASHTO IS PROVIDED AT ALL TIMES. TOWN OF CARY
f 23,7724093 SF REQUIRED R7.50 TMP-NOTES AND DETAILS a z
aPROPOSED SEWER APPROVED UTILITY EXTENSIONS Oc
24,093 SF PROVIDED 1 ce O
8. THE PROPERTY OWNER SHALL BE REQUIRED TO REPLACE,IN ACCORDANCE WITH SECTION 7.2.5(E) WIDTH VARIES FROM 15'WIDE MIN.TO 42'WIDE MAX TAPS .-I Z m
OF THE LAND DEVELOPMENT ORDINANCE,ANY CHAMPION TREE RETAINED IN THIS PLAN THAT DIES WEST(881.2 LF)-30 WIDE @ GREEN LEVEL CHURCH ROAD('WIDTH AVERAGED) PROPOSED MANHOLES 11 WATER PERMIT#:WP22024 '4 Z.-
WITHIN ONE YEAR OF THE COMPLETION OF DEVELOPMENT ACTIVITY ON THE PROPERTY. WEST STREET BUFFER AREA(SF)- STREET IMPROVEMENTS QUANTITIES
9. TREES IDENTIFIED AS REPLACEMENTS FOR CHAMPION TREES TO BE REMOVED FROM THE SITE 26,436 SF REQUIRED SEWER PERMIT#:W W22022 C *.
SHALL BE,PER SECTION 7.2.5(E)OF THE LDO,MAINTAINED THROUGH AN ESTABLISHMENT PERIOD 26,720 SF PROVIDED RECLAIMED PERMIT#:RW22003 BY:C.BONDAR ..L p o L
WIDTH VARIES FROM 15'WIDE MIN.TO 42'WIDE MAX STREETS(LF) O
OF AT LEAST THREE YEARS,EXCEPT THAT REPLACEMENT TREES LOCATED ON INDIVIDUAL PROPOSED WATER TAPS ,=o SPECIAL CONDITIONS OF APPROVAL:
DETACHED DWELLING LOTS SHALL BE MAINTAINED THROUGH AN ESTABLISHMENT PERIOD OF ONE GREEN LEVEL CHURCH ROAD(45 MPH) 1195 LF XH
METER SIZE BUILDING TYPE USE QUANTITYYEAR.REPLACEMENT TREES THAT DO NOT SURVIVE THE ESTABLISHMENT PERIOD SHALL BE DEVELOPER AGREEMENT: - NC55(50MPH) 1265LFREPLACEDBYTHEDEVELOPER. 2" _ COMMERCIAL DOMESTIC 210. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL COSTS 8 INSTALLATION ASSOCIATED WITH DEVELOPER AGREEMENT OF A PAYMENT IN LIEU OF$412,621.00 HAS BEEN AGREED UPON WITH THE 1.5" - N/A IRRIGATION(RECLAIMED) 1 FIRE LANE 2480 LF
o STREET LIGHTING ALONG THE PROPOSED STREETS,ADJACENT STREETS AND THOROUGHFARES TOWN OF CARY FOR THE CONSTRUCTION OF ONE-HALF THE RAISED MEDIAN PER THE ULTIMATE CROSS PRIVATE STREET 865 LF
Q AS REQUIRED PER TOWN OF CARY POLICY STATEMENT NO.13.THE DEVELOPER SHALL CONTACT SECTION ALONG GREEN LEVEL CHURCH ROAD THAT SPANS THE PARK OVERLOOK DEVELOPMENT PRIVATE GREENWAY(10 FT WIDE) 0 LF -
PROGRESS ENERGY AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO FRONTAGE.A PAYMENT IN LIEU LETTER WAS SUBMITTED AND ACCEPTED BY THE TOWN ON 6/24/22.
DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLANS. PUBLIC GREENWAY(10 FT WIDE) 1637 LF
11. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TO CONFIRM THE INSTALLATION OF A WARRANTED TRAFFIC SIGNAL AT THE INTERSECTION OF NC HOW 55 AND GREEN LEVEL CHURCH ROAD THE I,RICK BAKER,CERTIFY THAT THESE DRAWINGS HAVE BEEN REVIEWED TO THE BEST ;;g
S Vo TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENT.THIS WOULD INCLUDE RETAINING DEVELOPER OF THE PROJECT AGREES TO THE FOLLOWING: OF MY KNOWLEDGE AND THAT I BELIEVE THEY ARE IN ACCORDANCE WITH THE E ',I,LE2
WALLS,WASTE ENCLOSURES,ENTRY MONUMENTS GREATER THAN 6 FEET IN HEIGHT,AND 1. OWNER OR DEVELOPER SHALL PROVIDE A FINANCIAL GUARANTEE OF CONSTRUCTION IN THE FORM OF CASH.BOND OR LETTER OF CREDIT AMERICANS WITH DISABILITIES ACT(ADA)AND TOWN OF CARY STANDARDS AND OTHER IMPROVEMENT QUANTITIES 5;
UNDERGROUND STORMWATER STRUCTURES. EQUAL TO 1.25 TIMES THE COST OF THE SIGNAL,AS DETERMINED BY A LICENSED ENGINEER,WITHIN SIXTY(60)DAYS OF QUASI-JUDICIAL
3SPEC! TIONS. -
12. THE APPLICANT HEREBY OFFERS AND CONSENTS INCLUSION OF ALL IMPROVEMENTS AND CASE APPROVAL.SUCH FINANCIAL GUARANTEE SHALL BE ADMINISTERED BY CARY ACCORDANCE WITH ITS STANDARD PRACTICES AND RECLAIMED WATER IMPROVEMENTS
COMMITMENTS SHOWN ON THIS DEVELOPMENT PLAN. PROCEDURES FOR FINANCIAL GUARANTEES AND SHALL REMAIN IN EFFECT UNTIL USED OR RELEASED IN ACCORDANCE WITH THIS ,-,
• 13. THE FIRE PROTECTION WATER SUPPLY SYSTEM,INCLUDING FIRE HYDRANTS,SHALL BE INSTALLED CONDITION. RECLAIMED WATER TAPS 1 -n
2. IF ANOTHER ENTITY CONSTRUCTS THE TRAFFIC SIGNAL AT THE SUBJECT INTERSECTION,THE FINANCIAL GUARANTEE SHALL BE RELEASED / JOB NO.
AND BE IN AT LEAST THE FUNCTIONAL STATUS PRIOR TO PLACING COMBUSTIBLE MATERIALS ON BY CARY TO THE PERSON OR ENTITY THAT POSTED THE GUARANTEE WHEN THE TRAFFIC SIGNAL IS PUT INTO FULL OPERATION. I„ / RECLAIMED VALVES 0
THE PROJECT SITE.IN ADDITION,FUNCTIONAL STATUS INCLUDES ADEQUATELY INSTALLED AND 3. IF A TRAFFIC SIGNAL AT THE SUBJECT INTERSECTION HAS NOT BEEN CONSTRUCTED BY OTHERS WITHIN SIX(8)MONTHS FROM THE DATE A VVV VVV RECLAIMED AIR-RELEASE VALVES 0 47802 '2
` MAINTAINED ACCESS TO THE CONSTRUCTION PROJECT,WITH THE FIRST LAYER OF ASPHALT CERTIFICATE OF OCCUPANCY IS REQUESTED FROM THE TOWN OF CARY,ALL NECESSARY TRAFFIC SIGNAL EASEMENTS TO ACCOMMODATE SIGNATURE LICENSED ARCHITECT/LANDSCAPE ARCHITECT/ENGINEER RECLAIMED BLOW-OFFS 0
0 INSTALLED.IF PHASED CONSTRUCTION IS PLANNED,COORDINATED INSTALLATION OF THE FIRE TRAFFIC SIGNAL EQUIPMENT SHALL BE PROVIDED BY THE OWNER OR DEVELOPER AND APPROVED BY CITY OF DURHAM AND NORTH
21 PROTECTION WATER SYSTEM IS PERMITTED.COORDINATION OF THE WATER SYSTEM WILL BE CAROLINA DEPARTMENT OF TRANSPORTATION.THE OWNER OR DEVELOPER SHALL CAUSE TO BE DESIGNED,CONSTRUCTED,ANDLa
INSTALLED A TRAFFIC SIGNAL PER NCDOT STANDARDS AND SUBJECT TO FINAL APPROVAL BY CITY OF DURHAM.OWNER OR DEVELOPER ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF CARY, SHEET NO. _
N DONE THROUGH THE UTILITIESDEPARTMENT.FUNCTIONAL STATUS WOULD INCLUDE MEETING ALL SHALL COMPLETE THESE ACTIONS WITHIN EIGHTEEN(18)MONTHS FROM THE DATE A CERTIFICATE OF OCCUPANCY IS REQUESTED FROM NCDEQ,AND NCDOT STANDARDS,SPECIFICATIONS,AND DETAILS C0.00 d
'' STANDARDS SET FORTH IN SECTION 06060'TESTING AND INSPECTIONS". THE TOWN OF CARY.
I. .£