NCC223991_Site Plan or Location Map_20221201

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FiLJI VIV RIVVL
ELEMENTARY
SCHOOL
ALSTON RIDGE
MIDDLE SCHOOL
J
ROAD
VICINITY MAP
SCALE: 1 " = 500'
ZONING CONDITIONS - 19-REZ-21 APPROVED MAY 7, 2020 -
1. USES SHALL BE LIMITED TO TOWNHOUSES, ACCESSORY USES, AND NEIGHBORHOOD RECREATION.
2. DENSITY SHALL BE LIMITED TO 90 TOWNHOUSE UNITS.
3. A 30-FOOT-WIDE TYPE A STREETSCAPE SHALL BE PROVIDED ALONG THE NORTHERN PROPERTY LINE OF THE SITE WHERE IT
IS ADJACENT TO FUSSELL AVENUE.
4. A 30-FOOT-WIDE TYPE B BUFFER SHALL BE PROVIDED ALONG THE WESTERN PROPERTY LINE EXCEPT WHERE DELINEATED
STREAM BUFFERS EXIST.
5. THERE SHALL BE A MINIMUM OF 6,000 SQUARE FEET OF COMMUNITY GATHERING SPACE.
6. ALL STREETS SHALL BE DESIGNED AND CONSTRUCTED TO PUBLIC STREET STANDARDS AND SHALL BE OFFERED FOR
DEDICATION TO THE PUBLIC.
7. A PEDESTRIAN CONNECTION BETWEEN THE EAST AND WEST PORTIONS OF THE PROPERTY SHALL BE PROVIDED.
8. STORMWATER CONTROL MEASURES SHALL BE LOCATED UNDERGROUND.
SPECIAL CONDITIONS OF APPROVAL
1. N/A
MODIFICATIONS TO TOWN STANDARDS
ALSTON LANDING
11427 GREEN LEVEL CHURCH ROAD
CARY. NC
21-DP-1251
TOWN OF CARY
DEVELOPMENT PLANS
1ST SUBMITTAL - AUGUST 06, 2020
2ND SUBMITTAL - OCTOBER 15, 2020
3RD SUBMITTAL - DECEMBER 23, 2020
4TH SUBMITTAL - MARCH 24, 2021
5TH SUBMITTAL -JUNE 11 2021
6TH SUBMITTAL - AUGUST 111 2021
8TH SUBMITTAL - DECEMBER 10, 2021
9TH SUBMITTAL - FEBRUARY 22, 2022
10TH SUBMITTAL - APRIL 08, 2022
11TH SUBMITTAL - MAY 2312022
12TH SUBMITTAL - JULY 1412022
DEVELOPER AGREEMENT
1. DEVELOPMENT AGREEMENT WILL BE REQUESTED FOR THOROUGHFARE ROADWAY IMPROVEMENTS TO
GREEN LEVEL CHURCH ROAD ASSOCIATED WITH IMPROVEMENTS BEYOND THE TRANSPORTATION PLAN
REQUIREMENTS.
CARY COMMUNITY PLAN REQUIRED TRANSPORTATION IMPROVEMENTS
1. GREEN LEVEL CHURCH ROAD - PERFORM FRONTAGE WIDENING ON THE WEST SIDE OF GREEN LEVEL CHURCH
ROAD CONSISTENT WITH THE TOWN OF CARY THOROUGHFARE PLAN TO PROVIDE AN ADDITIONAL SOUTH
BOND THROUGH LANE AND A 10-FOOT STREET SIDE TRAIL.
2. FEE -IN -LIEU PAYMENT FOR HALF THE MEDIAN OF THE ULTIMATE ROADWAY SECTION.
COMMITTED TRANSPORTATION IMPROVEMENTS
1. REFER TO THE OFFSITE ROADWAY PLANS FROM KIMLEY-HORN
THE FOLLOWING MINOR MODIFICATIONS TO THE TOWN'S DEVELOPMENT STANDARDS HAVE BEEN APPROVED IN ACCORDANCE WITH SECTION 3.19 AND
OTHER APPLICABLE SECTIONS TO THE LDO.
1. GRADING WITHIN GREEN LEVEL CHURCH ROAD 50 FOOT STREETSCAPE
JUSTIFICATION -AS A RESULT OF WIDENING GREEN LEVEL CHURCH ROAD FOR OF 4-LANE TYPICAL SECTION WITH A 1O' STREET SIDE TRAIL,
APPROXIMATELY 50% OF THE STREETSCAPE ALONG GREEN LEVEL CHURCH ROAD WILL BE PARTIALLY DISTURBED TO CONSTRUCTION THE REQUIRED
TRANSPORTATION IMPROVEMENTS. DISTURBED AREAS WILL BE REVEGETATED TO COMPLY WITH STANDARDS FOR A 50' WIDE TYPE A STREETSCAPE.
2. CHAMPION TREE REMOVAL (1 TIER 1 TREE)
JUSTIFICATION - SPACING REQUIREMENTS FOR THE PROPOSED SITE ACCESS ON GREEN LEVEL CHURCH ROAD IS RECOMMENDED TO BE AT LEAST
600-FEET FROM THE INTERSECTION WITH FUSSELL AVENUE. THE PROPOSED SITE ACCESS IS LOCATED 700-FEET FROM FUSSELL AVENUE AND CANNOT
BE SHIFTED TO AVOID DISTURBANCE OF THE CHAMPION TREE'S CRITICAL ROOT ZONE. LDO SECTION 7.2.5(4) PROVIDES INCENTIVES AND DESIGN
FLEXIBILITY FOR PRESERVING EXISTING HEALTHY TREES AND FOREST STANDS LOCATED OUTSIDE OF BUFFERS, STREETSCAPES, AND FLOODPLAINS.
AN APPROX. 250' X 50' FOREST STAND ON -SITE SHALL BE PRESERVED AS PRIVATE PERMANENT OPEN SPACE INCLUDING A 22" RED OAK 25" WHITE OAK
20" RED OAK„ AND 26" WHITE OAK IN EXCHANGE FOR THE FLEXIBILITY TO REMOVE THE CHAMPION TREE.
3. STREET CONNECTIVITY
JUSTIFICATION TO NOT STUB CHIPLEY DRIVE TO EXISTING SEAHORSE COURT TO THE SOUTH AND EAST -WEST BETWEEN ALSTON LANDING WAY AND
CHIPLEY DRIVE:
• AT THE TIME THE PROPERTY WAS REZONED, THE APPLICANT NOTED THAT IT INTENDED TO REQUEST A CONNECTIVITIY WAIVER BASED ON THE
IMPACT TO THE STREAM AND WETLANDS REQUIRED BY A ROADWAY EXTENSION. THE REQUEST WAS SUPPORTED BY WATERFORD ESTATES
RESIDENTS IN PUBLIC TESTIMONY BEFORE THE PLANNING BOARD AND TOWN COUNCIL.
THE WAIVER WILL NOT ADVERSELY IMPACT PUBLIC SAFETY OR INFRASTRUCTURE.
• BOTH WATERFORD ESTATES AND ALSTON LANDING HAVE THE REQUIRED NUMBER OF ACCESS POINTS TO COMPLY WITH SECTION 7.10.3(B)(2) OF
THE LDO. THEREFORE, THE REQUESTED WAIVER WILL NOT HAVE AN IMPACT ON PUBLIC SAFETY.
• BY ELIMINATING THE ROAD CONNECTION BETWEEN CHIPLEY DRIVE AND SEAHORSE COURT, THE PHYSICAL SITE CONSTRAINTS OF THE EXISTING
SHALLOW SANITARY SEWER WILL NOT BE IMPACTED. THEREFORE, THE REQUESTED WAIVER WILL NOT HAVE AN IMPACT ON PUBLIC
INFRASTRUCTURE
THE WAIVER WILL MAINTAIN THE INTENT AND PURPOSE OF THE LDO.
• THE ENVIRONMENTAL IMPACTS TO THE WETLANDS BETWEEN CHIPLEY DRIVE AND BOTH SEAHORSE COURT AND ALSTON LANDING WAY IDENTIFIED
ON THE USACE JURISDICTIONAL DETERMINATION DATED 9/18/20 ARE ELIMINATED.
• SIGNIFICANT TREE PRESERVATION OUTSIDE REQUIRED RIPARIAN BUFFER AREAS IS POSSIBLE WITHOUT THE DISTURBANCE THAT WOULD BE
REQUIRED FOR THE STREET CONNECTIONS.
• A PEDESTRIAN CONNECTION IS PROVIDED WITH A 6-FOOT WIDE ASPHALT TRAIL BETWEEN THE TWO COMMUNITIES WHICH WILL ALLOW RESIDENTS
FROM WATERFORD ESTATES TO WALK TO ALSTON RIDGE ELEMENTARY SCHOOL LOCATED TO THE NORTHEAST ON FUSSELL AVENUE.
4. MINIMUM DRIVEWAY SEPARATION
JUSTIFICATION REDUCE THE MINIMUM DRIVEWAY SEPARATION OF 3.5-FEET TO 1.5-FEET FOR PROPOSED FRONT LOADED TOWNHOMES TO THE PROPERTY
LINE TO ALLOW FOR DRIVEWAY ACCESS TO THE PROPOSED 1-CAR GARAGE UNITS:
• AT A MINIMUM, THE DRIVEWAYS AND GARAGES WILL BE ADEQUATE FOR MEETING THE LDO OFF-STREET PARKING REQUIREMENTS FOR TOWNHOMES
WITH 2-BEDROOMS.
• DRIVEWAYS WILL BEGIN TO TAPER FROM A 15-FEET WIDTH THAT IS THE SAME SIZE AS THE GARAGE OPENINGS AT 16-FEET FROM THE MINIMUM
20-FOOT BUILDING SETBACK TO A WIDTH OF 13.5 FEET AT THE FIGHT -OF -WAY TO MAINTAIN A DISTANCE OF 7-FEET FOR STORAGE OF A 2.5' X 2.5'
GARBAGE AND RECYCLING CONTAINERS WITH 2-FEET SPACING BETWEEN.
• IN ALL CASES, DRIVEWAYS SHALL BE 1.5-FEET FROM THE LOT LINE. IT SHOULD BE NOTED THAT GARBAGE AND RECYCLING CONTAINERS SHALL BE
PLACED ON THE EXTERIOR SIDE OF THE DRIVEWAYS FOR END UNITS.
• ALL REAR LOADED TOWNHOMES WILL MAINTAIN A 3.5-FOOT CLEARANCE BETWEEN THE 15-FOOT WIDE DRIVEWAYS AND LOT LINES. IT SHOULD BE
NOTED THAT GARBAGE AND RECYCLING CONTAINERS SHALL BE PLACED ON EACH SIDE OF THE INTERIOR UNIT DRIVEWAYS.
THE WAIVER WILL NOT ADVERSELY IMPACT PUBLIC SAFETY OR INFRASTRUCTURE.
• THE DRIVEWAYS WERE DESIGNED TO MAINTAIN VEHICULAR AND PEDESTRIAN SAFETY WITH A STRAIGHT PATH TO THE GARAGE.
• DRIVEWAY WIDTHS HAVE BEEN REDUCED FROM 17-FEET TO 15-FEET FOR LESS OVERLAP OF THE SIDEWALK TO ENHANCE PEDESTRIAN SAFETY.
• THE DRIVEWAY DESIGN AVOIDS CONFLICTS WITH WATER METERS AND SEWER CLEANOUTS IN THE DRIVEWAY.
THE WAIVER WILL MAINTAIN THE INTENT AND PURPOSE OF THE LDO.
• IN ORDER TO CREATE A STRONG PRESENCE ALONG THE PUBLIC STREETS, THE FRONT -LOADED UNITS ARE DESIGNED WITH A PROMINENT ENTRY TO
OFFSET THE WIDTH OF THE GARAGE AND THE STREETSCAPE WILL MEET THE CURRENT LDO REQUIREMENTS.
• GRASS WILL BE PLANTED BETWEEN ALL DRIVEWAYS. THE HOMEOWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLE FOR MAINTENANCE OF THESE
GRASS AREAS AND THE FRONT YARDS.
• ADEQUATE PARKING IS PROVIDED FOR EACH TOWNHOME IN THE DRIVEWAY AND GARAGE WITH ADDITIONAL VISITOR PARKING DISTRIBUTED EVENLY
THROUGHOUT THE COMMUNITY IN ACCORDANCE WITH LDO REQUIREMENTS.
APPLICANT/OWNER
M I HOMES
M/I HOMES
1511 SUNDAY DRIVE, SUITE 100
RALEIGH, NC 27607
CONTACT: ERICA LEATHAM
919.233.5725 (T)
[e-mail]
SITE DATA
PROJECT NAME:
ALSTON LANDING
SITE ADDRESS:
11427 GREEN LEVEL CHURCH ROAD
COUNTY:
WAKE
PARCEL PIN #:
0726-96-3656
REAL ESTATE ID
0250829
PARCEL OWNER:
LIFE INTERNATIONAL
TOTAL SITE GROSS ACREAGE:
18.615 ACRES
NET ACREAGE:
17.268 ACRES (EXCLUDING 1.347 ACRES R/W DEDICATION)
CURRENT ZONING:
TR-CU TRANSITIONAL RESIDENTIAL - CONDITIONAL USE
EXISTING LAND USE:
VACANT
PROPOSED LAND USE:
RESIDENTIAL - SINGLE FAMILY ATTACHED
OVERLAY DISTRICTS:
MIXED USE AND WATERSHED PROTECTION (JORDAN LAKE)
FLOOD PLAIN DATA:
NONE ON FIRM #3720072600K DATED 02-02-2007
RIVER BASIN:
JORDAN LAKE (CAPE FEAR)
MAXIMUM DENSITY ALLOWED
90 DWELLING UNITS
PROPOSED DENSITY
90 DWELLING UNITS WITH 2 BEDROOMS EACH
OPEN SPACE REQUIRED
500 SF PER UNIT X 90 UNITS = 45,000 SF
20% OF 17.268 NET ACRES = 3.45 ACRES
OPEN SPACE PROVIDED
6.38ACRES (277,9000 SF)
SETBACKS
ROADWAY - 1O' MIN. / 18' MIN. DRIVEWAY LENGTH
REAR - T MIN. / 20' COMBINED
SIDE - 3'
BUILDING SEPARATION
20' FOR 4 UNITS OR LESS
25' FOR 5 UNITS OR MORE (20' FOR ALLEY LOADED)
MINIMUM LOT WIDTH:
20' FOR ATTACHED DWELLING UNITS
MAX BUILDING HEIGHT:
35'
TOTAL LIMITS OF DISTURBANCE::
13.10 AC/ 572,786 SF
EXISTING IMPERVIOUS AREA:
0 AC/ 0 SF
PROPOSED IMPERVIOUS AREA:
5.24 AC/ 228,348 SF (30.3% < MAX. 70% ALLOWED)
MAXIMUM 1,350 SF IMPERVIOUS PER LOT
OVERALL PARKING SUMMARY
PARKING FOR DWELLING UNITS PROVIDED IN
1-CAR GARAGES AND 1-CAR DRIVEWAYS.
REQUIRED VISITOR PARKING (LDO 7.8.c)
90 UNITS
x 0.25 / UNIT
23 SPACES
REQUIRED CBU PARKING (SECTION 03050 D.3.a.iv.)
2 LOCATIONS
* x 3 SPACES
WITH VAN ADA
*3 SPACES
PROVIDED PARKING
23 REGULAR
@ 9' x 18'
3 ADA SPACES
(2 VAN ADA)
26 TOTAL
SPACES
BIKE RACKS:
0 REQUIRED
0 PROVIDED
*ONLY 3 CBU SPACES REQUIRED FOR EASTERN PORTION OF DEVELOPMENT.
UTILITIES IMPROVEMENTS QTY
PHASE
PHASE
PHASE
TOTAL
SANITARY SEWER
8" PVC
950
280
435
1,755 LF
8" DIP
265
210
0
475 LF
MANHOLES
11
4
3
18
4" LATERALS
26
440
20
90
DOMESTIC WATER
8" DIP WATER MAIN
1,670
625
365
2,650 LF
6" DIP WATER MAIN
65
25
50
140
FIRE HYDRANTS
5
1
2
8
AIR RELEASE VALVES
0
0
0
0
BLOWOFFS
1
0
1
2
4" SERVICE
26
44
20
90
RECLAIMED WATER LINE
6" PVC
30
0
30
60 LF
4" SERVICE
1
0
1
2
PROJECTED SEWER FLOW (280 GPD / DU)
DWELLING UNITS
26
44
20
90
AVG. DAILY FLOW
7,800 GPD
13,200 GPD
6,000 GPD
25,200 GPD
ENGINEER / LANDSCAPE ARCHITECT/ SURVEYOR
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603 PROJECT #: C19042
T 919.380.8750
STEWART INC. - CIVIL
CONTACT: GABE DOBBS, PE
PROJECT MANAGER
704.334.7925 (T)
GDOBBS@STEWARTI NC. COM
STEWART INC. - LANDSCAPE ARCHITECTURE
CONTACT: CHRISTOPHER MILLER, PLA
LANDSCAPE ARCHITECT
919.866.4796 (T)
919.380.8752 (F)
[e-mail]
STEWART INC. - TRANSPORTATION
CONTACT: ANDY YOUNG, PE
DIRECTOR OF TRANSPORTATION
919.866.4803 (T)
919.380.8752 (F)
[e-mail]
STEWART INC. - GEOMATICS
CONTACT: FRANK G. MUNDY, II, PLS
DIRECTOR OF GEOMATICS
919.866.4806 (T)
919.380.8752 (F)
[e-mail]
GEOTECHNICAL
TM ENGINEERING, INC
103 HIAWATHA COURT
CARY, NC 27513
CONTACT: TOBY MALLIK, PE
919.468.2545 (T)
WWW.TMENGINEERING.COM
Sheet List Table
Sheet Number
Sheet Title
CO.00
COVER SHEET
CO.10
GENERAL NOTES
C1.00
EXISTING CONDITIONS PLAN
C2.00
DEMOLITION PLAN
C3.00
SITE PLAN
C3.20
SIGNAGE & PAVEMENT MARKINGS PLAN
C4.00
EROSION CONTROL NOTES
C4.01
EROSION CONTROL PLAN (PHASE 1)
C4.02
EROSION CONTROL PLAN (PHASE 11)
C4.03
EROSION CONTROL PLAN (PHASE 111)
C4.04
NCG01 NOTES
C4.05
NCG01 NOTES
C5.00
GRADING & STORM DRAINAGE PLAN
C5.01
STORM DRAINAGE TABLE AND PROFILES
C5.10
SCM PLAN & DETAILS
C5.11
STORMTRAP DETAILS I
C6.00
UTILITY PLAN
C6.01
BOARDWALK PLAN & PROFILE
C7.00
ALSTON LANDING WAY PLAN & PROFILE
C7.01
JOWETTS WALK DRIVE & PLUMBERRY ALLEY PLAN & PROFILES
C7.02
LAMBERT ROAD & CHIPLEY DRIVE PLAN & PROFILES
C7.03
FREEWINDS WAY PLAN & PROFILES
C7.04
SEWER OUTFALL PLAN & PROFILE
C7.10
ISD VERTICAL PROFILES
STREET IMPROVEMENTS QTY
NAME
CLASSIFICATION
# OF
LANES
LENGTH
TOTAL
LENGTH
R/W
WIDTH
SPEED
LIMIT
ALSTON LANDING WAY (PUBLIC)
MAJOR LOCAL
2
830 LF
1,660 LF
45'
25
JONETTS WALK DRIVE (PUBLIC)
MINOR LOCAL
2
62 LF
1,240 LF
45'
25
LAMBERT ROAD (PUBLIC)
MINOR LOCAL
2
450 LF
900 LF
45'
25
FREEWIND WAY (PUBLIC)
MINOR LOCAL
2
350 LF
700 LF
45'
25
CHIPLEY DRIVE (PUBLIC)
MAJOR LOCAL
2
300 LF
600 LF
45'
25
PLUMBERRY ALLEY (PUBLIC)
ALLEY
1
400 LF
800 LF
20'
25
GREEN LEVEL CHURCH ROAD
THOROUGHFARE
1
750 LF
750 LF
100,
45
STREET IMPROVEMENT QTY
PHASE
PHASE2
PHASE
TOTAL
WIDENING (LF x LANES)
0
750 LF x 1 LANE
0
750 LF
STREETS (PUBLIC)
1,500 LF x 2 LANES
750 x 2 LANES
300 LF x 2 LANES
5,100 LF
ALLEYS (PUBLIC)
400 x 1 LANE
0
0
800 LF
FIRE LANES
0
0
0
0 LF
5' SIDEWALKS (PUBLIC)
2,545 LF
1,330 LF
790 LF
4,545 LF
10' STREET SIDE TRAIL
(PUBLIC)
0
725 LF
0
725 LF
6' TRAIL (PRIVATE)
0
74 LF
1,380 LF
1,454 LF
TRAFFIC ALERT
1. A TRAFFIC ALERT ISSUED BY THE TOWN IS REQUIRED FOR THIS PROJECT FOR CONSTRUCTION ACTIVITIES THAT ARE GOING TO BE
CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL PROPERLY FILL OUT A TOWN OF CARY PUBLIC
INFORMATION (PIO) FORM AND SUBMIT IT TO THE FIELD SERVICES INSPECTOR AT LEAST FIVE (5) BUSINESS DAYS PRIOR TO
CONSTRUCTION ACTIVITIES BEGINNING WITHIN THE RIGHT-OF-WAY. THE FIELD SERVICES INSPECTOR WILL FORWARD THIS FORM
TO PIO SO THAT A TRAFFIC ALERT CAN BE ISSUED IN ADVANCE OF THE CONSTRUCTION.
LIGHTING DESIGNER
DUKE
c' ENERGY.
.. �Ze
DUKE ENERGY PROGRESS
1020 W. CHATHAM STREET
CARY, NC 27511
CONTACT: GREG STERKEN, LC
919.481.6139 (T)
[e-mail]
ARBORIST/ENVIRONMENTAL
SOIL AND ENVIRONMENTAL CONSULTANTS, PA
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NC 27615
CONTACT: STEVEN BALL, RF, PWS
919.846.5900 (T)
SANDEC.COM
SPANGLER ENVIRONMENTAL, INC
4338 BLAND ROAD
RALEIGH, NC 27609
CONTACT: MARIA POLIZZI
919.000.0000 (T)
XXXXXXXXX.COM
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD
SPECIFICATIONS AND DETAILS.
C7.11
ISD VERTICAL PROFILES
C7.12
ISD VERTICAL PROFILES
C7.13
ISD PLAN
C9.00
SITE DETAILS
C9.01
SITE DETAILS
C9.10
EROSION CONTROL DETAILS
C9.20
STORM DRAINAGE DETAILS
C9.30
UTILITY DETAILS (WATER)
C9.31
UTILITY DETAILS (SANITARY SEWER)
L5.00
PLANTING PLAN OVERALL
L5.10
STREETSCAPE BUFFER
L6.00
PLANTING & SOILS DETAILS
L7.00
SITE LIGHTING PLAN
SHEET LIST OF OFFSITE ROADWAY PLANS FROM KIMLEY-HORN
SHEET NO.
DESCRIPTION
RO.00
TITLE SHEET
RO.01
PROJECT NOTES
RO.02
CONVENTIONAL SYMBOLS
R1.00
TYPICAL SECTIONS
R1.01
DRAINAGE SUMMARY SHEET
R1.02
EXISTING CONDITIONS
R1.02
EXISTING CONDITIONS
R2.00
PLAN VIEW
R2.01
PROFILE
R3.00 THRU R3.05
TRAFFIC MANAGEMENT PLAN
R4.00
SIGNING AND MARKING PLAN
R5.00
EROSION CONTROL PLANS
R5.01 THRU 5.02
EROSION CONTROL DETAILS
R6.00 THRU 6.09
ROADWAY CROSS SECTIONS
TOWN OF CARY GENERAL NOTES:
1. UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS DEVELOPMENT PLAN, THE DEVELOPMENT OF THIS PROJECT, INCLUDING ANY SUBSEQUENT
DEVELOPMENT PLANS, SHALL COMPLY WITH THE CARY LAND DEVELOPMENT ORDINANCE (LDO) AND ALL OTHER APPLICABLE REGULATIONS AND
GUIDELINES. IN THE EVENT OF A DISCREPANCY BETWEEN THIS APPROVED DEVELOPMENT PLAN AND THE APPLICABLE REGULATIONS OR
GUIDELINES, AND ABSENT PLAN OR OTHER RELATED APPROVAL, THE APPLICABLE REGULATIONS OR GUIDELINE SHALL APPLY.
2. NO CHANGES TO ANY ASPECT OF THIS DEVELOPMENT PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING, GRADING, ARCHITECTURAL DESIGN
(ESPECIALLY COLORS), LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN
OF CARY.
3. THE ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICH EVER IS FIRST.
4. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED STREETS,
ADJACENT STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY STATEMENT NO.13. THE DEVELOPER SHALL CONTACT DUKE
ENERGY -PROGRESS AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE
SITE/SUBDIVISION PLANS.
5. THE GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY HAS RECEIVED NOTIFICATION FROM THE ECOSYSTEM ENHANCEMENT
PROGRAM OR AN APPROVED NUTRIENT OFFSET BANK THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND THE LOCAL GOVERNMENT
STATING THE NITROGEN BUY -DOWN HAS BEEN COMPLETED IF REQUIRED.
6. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS
DEPARTMENT. THIS WOULD INCLUDE RETAINING WALLS, BOARDWALKS, MAIL KIOSKS, AND ENTRY SIGNS.
7. ALL PROPOSED LANDSCAPING SHOULD BE PLANTED OUTSIDE THE SIGHT DISTANCE EASEMENTS SHOWN ON THE PLAN SHEETS IN SUCH A WAY THAT
SHRUBS/TREES DO NOT ENCROACH INTO THE SIGHT DISTANCE EASEMENTS SHOWN. ANY PLANTING THAT GROWS INTO THE SIGHT DISTANCE
EASEMENT SHOULD BE MAINTAINED WELL UNDER 3.5' TO ENSURE SAFE INTERSECTION SIGHT DISTANCE PER AASHTO IS PROVIDED AT ALL TIMES.
8. THE APPLICANT HEREBY OFFERS AND CONSENTS TO INCLUSION OF ALL IMPROVEMENTS AND COMMITMENTS SHOWN ON THIS DEVELOPMENT PLAN.
9. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR APPROVED WITH THIS DEVELOPMENT PLAN.
10. THE PROPERTY OWNER SHALL BE REQUIRED TO REPLACE, IN ACCORDANCE WITH SECTION 7.2.5(E) OF THE LAND DEVELOPMENT ORDINANCE, ANY
CHAMPION TREE RETAINED IN THIS PLAN THAT DIES WITHIN ONE YEAR OF THE COMPLETION OF DEVELOPMENT ACTIVITY ON THE PROPERTY.
11. TREES IDENTIFIED AS REPLACEMENTS FOR CHAMPION TREES TO BE REMOVED FROM THE SITE SHALL BE, PER SECTION 7.2.5(E) OF THE LDO,
MAINTAINED THROUGH AN ESTABLISHMENT PERIOD OF AT LEAST THREE YEARS, EXCEPT THAT REPLACEMENT TREES LOCATED ON INDIVIDUAL
DETACHED DWELLING LOTS SHALL BE MAINTAINED THROUGH AN ESTABLISHMENT PERIOD OF ONE YEAR. REPLACEMENT TREES THAT DO NOT
SURVIVE THE ESTABLISHMENT PERIOD SHALL BE REPLACED BY THE DEVELOPER.
12. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ASSOCIATED WITH STREET LIGHTING ALONG THE PROPOSED STREETS,
ADJACENT STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY STATEMENT NO. 13. THE DEVELOPER SHALL CONTACT DUKE
PROGRESS ENERGY AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE
SITE/SUBDIVISION PLANS.
13. FIRE PROTECTION DURING CONSTRUCTION: THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND
BE IN AT LEAST THE FUNCTIONAL STATUS PRIOR TO PLACING COMBUSTIBLE MATERIALS ON THE PROJECT SITE. IF PHASED CONSTRUCTION IS
PLANNED, COORDINATED INSTALLATION OF THE FIRE PROTECTION WATER SUPPLY SYSTEM IS PERMITTED. COORDINATION OF THE WATER SYSTEM
WILL BE DONE THROUGH THE WATER RESOURCES DEPARTMENT. FUNCTIONAL STATUS WOULD INCLUDE MEETING ALL STANDARDS SET FORTH N
SECTION 06060 "TESTING AND INSPECTIONS." TOWN OF CARY
APPROVED UTILITY EXTENSIONS
Phase 1:
Water Permit #: WP21050
Sewer Permit #: WW21016
Reclaimed Water Permit #: RW21011
By: Shuyan Tian
ADA CERTIFICATION Phase 2:
I, GABE DOBBS CERTIFY THAT THESE DRAWINGS HAVE Water Permit #: WP21051
BEEN REVIEWED TO THE BEST OF MY KNOWLEDGE AND THAT I BELIEVE Sewer Permit #: WW21017
Reclaimed Water Permit #: N/A
THEY ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT
(ADA) AND TOWN OF CARY STANDARDS AND SPECIFICATIONS. By: Shuyan Tian
Phase 3:
Water Permit #: WP21052
SIGNATURE LICENSED ARCHITECT / LANDSCAPE ARCHITECT / ENGINEER Sewer Permit #: WW21018
Reclaimed Water Permit #: RW21012
By: Shuyan Tian
STRUCTURAL- BOARDWALK / WALLS
SPAN BUILDERS, LLC
3434 EDWARDS MILL ROAD
RALEIGH, NC 27612
CONTACT: ROBBIE WHITFIELD
919.307-7000 (T)
[e-mail]
Application Approved Bv:
Development Review Committee
21-DP-1251
8/1 /2022
Town of Cary Development Services
STEWART
223 S. WEST ST., #1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: C19042
Client:
M/I HOMES OF RALEIGH, LLC
ERICA LEATHAM
1511 SUNDAY DRIVE, SUITE 100
RALEIGH, NC 27607
919.233.5725
Vicinity map:
NORTH
Seal:
FINAL DRAWING -
FOR CONSTRUCTION
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Project:
ALSTON LANDING
Issued for:
DEVELOPMENT PLANS
Development Plan: 21-DP-1251
No. Date Description
1
10.15.2020
REVISED PER TOWN COMMENTS
2
12.23.2020
REVISED PER TOWN COMMENTS
3
03.24.2021
REVISED PER TOWN COMMENTS
4
06.01.2021
REVISED PER TOWN COMMENTS
5
08.11.2021
REVISED PER TOWN COMMENTS
6
10.22.2021
FOR PRICING
8
12.10.2021
REVISED PER TOWN COMMENTS
9
02.22.2022
REVISED PER TOWN COMMENTS
10
04.08.2022
REVISED PER TOWN COMMENTS
11
05.23.2022
REVISED PER TOWN COMMENTS
12
07.14.2022
REVISED PER TOWN COMMENTS
Title:
COVER SHEET
VERTICAL WALLS
Project number: C19042
Sheet #:
612 W. LANE STREET
Issued Date: 07.14.2022
RALEIGH, NC 27603
CONTACT: ASHLEY LINTON
THE FOLLOWING MINOR MODIFICATIONS TO THE TOWN'S
DEVELOPMENT STANDARDS HAVE BEEN APPROVED.
Drawn by: MP/KS
CO-0 0
919.852.0840 (T)
MINIMUM SEWER SLOPES JUSTIFICATION -AFTER CAREFULLY
Approved by: GLD
www.verticalwalls.com
REVIEWING THE CONFLICTS BETWEEN STORM AND SEWER PIPES
ALONG ALSTON LANDING WAY, THE MINIMUM SLOPES OF SEWER
PIPES BETWEEN MANHOLES SSMH 003 - SSMH 006 AND SSMH 004
SSMH 011 ARE SET TO 0.5%.