NCC233669_Site Plan or Location Map_20231213

Sheet List Table �— �'
/
Sheet Number Sheet Title
COI COVER \ Ue El' ` •♦ ,
CO2 SURVEY �1 N� t Mil
CO2A SURVEY ,, EPM#442946
CO28 DEMO PLAN ® _ `_ _ -.-
0O3 SITE PLAN 1
CO3A OPEN SPACE PLAN Approved
, :7;' -,,r_,.w. -- /,.�\�`� � ...-
0038 ACCESSIBLE ROUTES PLAN as noted 12/6/2023 - ,� \r(
CO4 EROSION CONTROL PHI - SITE _ W&A
CO4A EROSION CONTROL PH2 Town of Cornelius Planner-Aaron Tucker feu4,6: ,�, ENGINEERING
oereldje E N G I N E E RI N G
•
C048 EROSION CONTROL PH3 Date:12/06/2023 signature: —� , `` f , na l fwoxu[n llleefwE
CO5 GRADING PLAN OVERALL - -:r .--5';
� ` " D2- roOMO1"K LOR"°n
Mecklenburg County Land Development Adam Nowocin P.E. d
CO5A DETAILED GRADING A / / S.= I .'y 121 GILEAD RD
CO58 DETAILED GRADING B Date:12/06/2023 sgnawre adman 7bafmun. \I/ e' _� _ ` HUNTERSVILLE,NC 28078
d ✓J� ��'
CO5C DETAILED GRADING C '� P:(704(875 1615
Note:This review was carried out based on the information provided _ _:-' Ear����
C05D GRADING NOTES by the design engineer.This review was done using the minimum - ,. ' ` ,/„ WAENGINEERING.COM
CO6 STORM PROFILES 1 p county. _ / ' , \� ��` 1((
acceptable standards of the town and coup NC ENGINEERING BOARD
CO6A STORM PROFILES 2 _\ ` yi, r = ` yr LICENSE#P 2]43
�)/. , „ _.fr NC LAND SC APE ARCHITECTURAL BOARD
COKE STORM PROFILES 3 1 _,_- �� ,
C07 UTILITY PLAN _F,,;`� ,�, �, �' LICENSE i1.C 70
u__ , �� � 14
SC ENGINEERING BOARD
CO7A UTILITY DETAILS �'�'�,I�,�� -�(C.v.
(m LICENSE#.COA 4775
`J SC LANDSCAPE ARCHITECTURAL BOARD
CO8 LANDSCAPE PLAN 'F� ' 4 , \`_ „'IIIIIII,,, LICENSE#.LAF 4]]
CO9 SITE DETAILS 'moo 1 Vlr-. `,i3i
CIO EROSION CONTROL DETAILS ,/ . ,:�A+ .,\` w
C11 EROSION CONTROL DETAILS — — -'
CIVIL SITE PLAN PACKAGE (- ,gip �.=�I
REVIEWED by Cooper Wilson
Cl2 STORM DETAILS Fire Plans Examiner g.'eaa.Dr
CI3 STORM DETAILS
Mecklenburg County Code Enforcement nere rc d - �tw
CI BMP DETAILS I NOTICE I
Fire Marshal approval i e this plan is conceptual PROPOSED VICINITY M A P
CI5 BMP DETAILS in nature. 4F
CI6 H.M.JUNKER PLAN&PROFILE mull st Tor Cubmittedtatt Civil a t of pdmwings `�
must be Submitted at the time of permitting SCALE: N.T.S.
Cl6A SIGHT DISTANCE PROFILES review and will be the final approved drawings.
CI7 CROSS SECTION&DETAILS
CI TRAFFIC CONTROL DETAILS `XXXSSl11cll lA I////,//
WEST CATAWBA APARTMENTS - \ 2NN....• `%:=
HensonFoley ..W�, „�
C O R N E L I U S, MECKLENBURG, N C Landscape Architecture I Civil EngineeringI „/,,.Sp?
121 Gilead,Architecture
Huntersville NC 28078 /q,/q/ THEY. \`
p:704.875.1615 If:704.875.0959 I www.hensonfoley.com
NOTE
EFFECTIVE 04/01/2023,HENSONFOLEY HAS
MERGED WITH W&A ENGINEERING.
EPM REFERENCE NUMBER - #442946 Z M
w cp
2 c•I
ROADWAY IMPROVEMENTS REQUIRED BY NCDOT: U
(OFFSITE ROAD IMPROVEMENTS TO BE INCLUDED IN SEPARATE ROAD IMPROVEMENTS PLAN SET,TO BE Z
PERMITTED WITH NCDOT SEPERATELY)
A. THE APPLICANT SHALL COORDINATE WITH THE TOWN OF CORNELIUS AND NCDOT DURING LAND
DEVELOPMENT,PLATTING,AND CONSTRUCTION DOCUMENT APPROVAL ON RIGHT-OF-WAY J
THE FOLLOWING IS A LIST OF POST CONSTRUCTION SUBMITTALS THAT NEED TO BE AND OTHER IMPROVEMENTS ALONG WEST CATAWBA. ^ O W
O N E R/DEVELOPER. B. DEVELOPER IMPROVEMENTS FOR WEST CATAWBA AND HARBOR VIEW DRIVE INCLUDE: ^ O
PROVIDED AFTER CI/ -
�/
I. CONSTRUCT A NORTHBOUND LEFT-TURN LANE WITH 125'OF STORAGE AND APPROPRIATE V U CONSTRUCTION PLAN APPROVAL AND PRIOR TO THE ISSUANCE OF A C.O. TAPER. \ w
WEST CATAWBA PROPERTIES, L LC 2 TTRIPE THE EASTBOUND APPROACH TO INCLUDE AN EASTBOUND LEFTAND A SHARED W
FINAL PLAT SUBMITTAL THROUGH-RIGHT.PROVIDE 250'OF STORAGE ON THE EASTBOUND LEFT-TURN LANE.
I. FLAT REVIEW FEE$1,500 18205 TOWN HARBOUR RD APPROPRIATE 3. CONSTRUCT ASOUTHBOUND RIGHT-TURN LANE WITH 100'OF STORAGE AND Q Q 0
2. FINAL PLAT J
OR A BOND(CONSTRUCTION/MAINTENANCE(SUBMITTAL C. DEVELOPER IMPROVEMENTSD FOR WEST CATTAWBA-BACK TURN LANE TO THE RRESTRIPE THE SOUTHBOUND APPROACH TO IAND JUNK RIVEWAY RDRIVE INCLUDOSS FROM E:
VIEW.
NCLUDE EITHER A TWO-WAY LEFT-TURN LANE /
a. SUBMIT TO EITHER [e-mail] OR [e-mail] C O R N E L I U S, NC 28031 I. CONVERT THE INTERSECTION TO A RIGHT-IN/RIGHT-OUT INTERSECTION.THE SOUTHBOUND Q <
b. BOND INSPECTION REQUEST FORM P H e (434) 5 3 1 —6 30 1 APPROACH WILL NEED A 100'RIGHT-TURN LANE WITH APPROPRIATE TAPER.THIS WILL — 0-
c. BOND ESTIMATE FORM REQUIRE A CONCRETE MEDIAN AND/OR ISLAND TO RESTRICT TURN MOVEMENTS. I— Q
)d. BOND ADMIN FEE$1,200 (PROVIDED WITHIN CIVIL SITE PLAN PACKAGE(
C/� U
e. REFERENCE APPROVED CONSTRUCTION PLAN EPM# \ I—
f. REFERENCE APPROVED PLAT EPM# CONTACT: J E F F S H I F F L ETT ROADWAY IMPROVEMENTS REQUIRED BY THE TOWN OF CORNELIUS: LLJ
i) ALL BONDS SHALL BE ASSOCIATED WITH A RECORDED PLAT �J
2. TYPE OF BOND REQUESTING
a. CONSTRUCTION A. THE APPLICANT SHALL EITHER INSTALL OR PAY A FEE IN LIEU FOR THE PUBLIC MULTI-USE PATH ON N
THE NORTH/WEST SIDE OF WEST CATAWBA AVENUE.
i) INFRASTRUCTURE/BMP(3YRM P
ii) BMP FOR C.O.(6M0) B. THE APPLICANT SHALL BE RESPONSIBLE FOR THE BONDING AND/OR CONSTRUCTION OF
I I RECORDED BMP ACCESS&MAINTENANCE EASEMENT PLAT SIDEWALKS ALONG H.M.JUNKER DRIVE AND HARBOR VIEW DRIVE EITHER AT TIME OF PLAT w
2) BOND APPLICATION FORMS FOR GUARANTEEING THE INSTALLATION OF BMPS RECORDATION OR PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE.
(APPENDIX 9-1) C. H.M.JUNKER DRIVE AND HARBOR VIEW DRIVE WILL REMAIN PRIVATELY MAINTAINED RIGHTS
b. MAINTENANCE OF-WAY FOR PUBLIC ACCESS AND WILL BE CONSTRUCTED ACCORDING TO MECKLENBURG
I) ROADWAY I1YRI COUNTY LAND DEVELOPMENT STANDARDS.THE RIGHT-OF-WAY SHALL BE PLATTED IN THE
LOCATION SHOWN ON THE PLAN.
ill BMP(1YR)OR IF POST-CONSTRUCTION THEN 12YRS)
I I RECORDED BMP ACCESS&MAINTENANCE EASEMENT PLAT D. THE APPLICANT SHALL CONSTRUCT A TURN-AROUND ON H.M.JUNKER DRIVE FOR ON-STREET
2) BOND APPLICATION FORMS FOR GUARANTEEING BMP MAINTENANCE PARKING AT THE SOUTHWESTERN END OF THE SITE PLAN OR CONVERT THE ANGLED PARKING TO
(APPENDIX 9-12) 90 DEGREE PARKING.
3. TYPE OF BOND FINANCING
a. CASH
b. LETTER OF CREDIT Westmoreland REVISIONS:
c. SURETY Road
2023/08/02-REVIEW COMMENTS
BMP AS-BUILT SUBMITTAL ITEMS(REQUIRED FOR FINAL C.O.EVEN IF CONSTRUCTION BOND IS IN PLACE): in
2023/11/07-REVIEW COMMENTS
I. AS-BUILT SURVEY SIGNED&SEALED 2 42
y Y A A
a. THE AS-BUILT SURVEY SHALL ACCURATELY REFLECT REQUIRED BUFFERS.UNDISTURBED OPEN SPACE Catawba ab. 44 oono, ,-•,125' 4, R 44 woo, I p dow Catawba
AREAS,BUILT UPON AREAS,AND BMP DIMENSIONS AND ELEVATIONS.IPCO ADMIN MANUAL Avenue d'=+ 3,...1 h'Et Ire o S$Cn tags' ft wo4- i 6, El 225'}��m Avrnue
SECTION 12.1.6) 30gy S N
2. COPY OF APPROVED PLAN WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED r
3. COPY OF APPROVED CALCS WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED
a. RE-RUN CALCS WITH AS-BUILT INFO AND PROVIDE RESULTS tenon Harbor View I I looker Nantz
Road Drive I Drive Road
4. COPY OF THE RECORDED PC019 FORM I
5. COPY OF THE RECORDED PLAT I I
6. MECKLENBURG COUNTY BMP MAINTENANCE AND INSPECTION CHECK LISTS(APPENDIX 7-3) I p] I
7. POST-CONSTRUCTIN STORM WATER ORDINANCE COMPLIANCE CERTIFICATION(APPENDIX 12-1) I S
8. BOND ESTIMATE FORM I
9. COPY OF THE ESCROW/SAVINGS ACCOUNT STATEMENT FOR CONTINUED MAINTENANCE&REPLACEMENT I I
(HOA ONLY(
L__ 1
STORM SEWER AS-BUILT SUBMITTAL ITEMS:
I. AS-BUILT SURVEY SIGNED 8 SEALED
2. COPY OF APPROVED PLANS WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED
3. COPY OF APPROVED CALCS WITH PROPOSED INFO CROSSED OUT WITH AS-BUILT INFO ADDED 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE CO1-COVER.DWG
0. RE-RUN CALCS WITH AS-BUILT INFO AND PROVIDE RESULTS PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO {{��
4. COPY OF THE RECORDED SUBDIVISION PLAT SHOWING THE STORM DRAINAGE EASEMENTS BEGINNING CONSTRUCTION. Know what's below. PROJECT NUMBER: 221093
5. BOND ESTIMATE FORM 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN,ETC.,TO INSURE SAFETY TO THE PUBLIC. Call TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION. 9,-,,,,-. you dig. DATE:07/10/2023 DRAWN BY: HFI
0. FILL OUT THE TOTAL COST OF PAVEMENT,STONE BASE,CURB,DRIVEWAY APRONS,SIDEWALK, 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE REPLACEDSTREET TREES,STORM before
CONSTRUCTION OND TOEMAINT MAINTRS,&BMP'S ENANCE EACH ASSOCIATED PLAT TO CONVERT FROM 4. SHORING ACCORDIWILL BE ACCORDING TO OSHA TRENCHING STANDARDS P RT C0 1 1 8
1926 SUBPART P,OR AS AMENDED. SHEET OF
CO1-COVER.DWG-PLOT:Justin-TUE.11-7-2023 5'.00 PM