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HomeMy WebLinkAboutNCC224087_Site Plan or Location Map_2022121320' REAR YARD I Q7 Q7 01 0 � I I 0 20' FRONT YARD CD ' z: CD CV ° 4 O • ; LO TYP. O O a — — O N r V (MIN) — S.U.E. 13'-0"— (SEE NOTE 2) (MIN) (FIXED) F15'-O"l2'-0" 1 V-0'- /4"/F (MIN) V v 40' R/W (MINIMUM) E,? �•.-wry .� -� 20' (MIN) - l 13'-0" (FIXED) —1 V-0" 2'-0„ 2% SLOPE LOCAL RESIDENTIAL STREET (MIN) 8'-0. — S.U.E. — (SEE NOTE 2) INTERMEDIATE/SURFACE COURSE NOTES: 2 - 1 1/2" LIFTS OF ASPHALT SURFACE COURSE (S9.58) ___2 E COURSE 1. SIDEWALK SHALL BE PROVIDED ON BOTH SIDES OF 10" COMPACTED AGGREGATE BASE COURSE, OR 4" ACBC TYPE B25.06 (OR 4" STREET, MINIMUM 8'FROM BACK OF CURB. BCBC TYPE HB, INDIVIDUAL APPROVAL REQUIRED). SHOULD ENTIRE DEVELOPMENT JL11UAS HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATIVE BASE COURSE PAVEMENT 2 SIDEWALK AND UTILITY EASEMENT (S.U.E.) SHALL EXTEND MIT DESIGN MAY BE SUBTED TO THE COUNTY ENGINEER FOR APPROVAL MINIMUM 2'FROM BACK OF SIDEWALK. BGRADE COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION KEY RE) 2'-0" VALLEY GUTTER OR 2'-6" STD. CURB AND GUTTER (S) 4" CONCRETE SIDEWALK TYPICAL LOT LAYOUT SCALE: N.fi.S. I TYPICAL STREET CROSS SECTION -SEE DETAIL 3/CX-103 FOR FURTHER DETAIL 100' PERENNIAL STREAM—\ \ \ N/F BUFFER FROM TOP OF BAN A ROBERT A. WEIRICH I \\ 1 TERRI M. WEIRICH N/F \ DB 6734, PG 800 K & J PROPERTIES, LLC. /- PARCEL#: 07135029F / DB 6569, PG 23 / \ ZONING: RA-20 / PARCEL#: 07135024A ZONING: RA-20 I \ \ REAM B PER 2 17 , — \\ \ \ ECS LIMITED SUR O O OSSIBLE / X PERENNIAL U EAM U STREAM UFFE CONNECTION W W TION FROM TOP ----- --- LU LU —_ TOP OF BANK (STREAM A) PE // _ _ _ TO POND / OF BANK -�"-� -x 2 _ —------ 2017 ECS LIMITED SURVEY _ � cn EXISTING 20' SANITARY SEWER EASEMENT. PRESTWICK HOMEOWNERS ASSOCIATIOIIY OF UNION COUNTY INC. / • ;•; /: / j �iI�0 DB 4198, PG 880 / / '� ' i ,/'PID: 07135022 SANDRA JARRELL ORE PARCEL#: 07135184 / /\ -/- .�-- DB 930 PG 292 \ '' �- Z\ ZONING: RA-20 ZONING: R-20 � / / . % ./` j /'' 43,548 SF \ OR •;;, / ��jj �- -/ EX/SANG ,30' ACCESS \ 1.000 AC // / '/ -/� AND Ul/V1Y EASEMENT \ SEE NOTE 13 -- ' j55 D8 5968, PG 453 PROPOSED 20' STORM / 6 /j• /� 7 MOB ,% D8 7558, PG 321 DRAINAGE, SCM ACCESS AND 5�• -/� .% PROPOSED 20' SANITARY MAINTENANCE EASEMENT. \ i i / '/ y�i5 / �/: /� SEWER EASEMENT. LOCATION OF 100—YEAR ' - ---- - D8 590,, PG 448 / / I FLOODPLAIN PER MAP / y X D8 7558, PG 32 22 a I 21 20 19 18 17 16 15 14 PANEL: 3710449700J DATED: 10/16/2008 / /� API EX. CELL I �j —TOWER ON — - CONCRETE / 1 PAD. 1 I J , / 1 1 IS eeeo 0 eAll- ee /. / x X� •--------- /-----1-1�--- ---— — — — — — — — — — — — — — - -- 00' PERENNIAL PROPOSED SCM ACCESS AND / STREAM BUFFER FROM MAINTENANCE EASEMENT. — / TOP OF BANK I ' / I J ' S:\Projects\00915 Cottages West\Plans\Production DWGs\00915_CS-100_Dimension Control Plan.dwg, 7/12/2022 9:36:44 AM, denial soder, V3 Southeast SHARON H. MCINNIS DB 3780, PG 536 PARCEL#: 07135016 ZONING: R-20 SCALE: N.T.S. N/F K & J PROPERTIES, LLC. PID: 07135024 DB 6569, PG 23 ZONING: RA-20 URAINAGE EASEMEN 1, 1 YH. LEGEND SYMBOL DETAIL PROPOSED SIDEWALK 4/CX-103 PROPOSED ACCESSIBLE RAMP 13,14,15/CX-103 PROPOSED 2' ROLL CURB 6/CX-103 PROPOSED ACCESSIBLE SPACE -/- y PROPOSED ACCESSIBLE & _ VAN ACCESSIBLE SIGN / SST PROPOSED STOP SIGN -/- ' PROPOSED HEAVY DUTY CONCRETE 6/CX-103 PROPOSED NATURAL TRAIL 5/CX-104 ZONING SUMMARY: OWNER: SANDRA J. MOORE OWNER ADDRESS: 2316 WAXHAW INDIAN TRAIL ROAD OWNER PHONE #: 704-841-9415 OWNER EMAIL: HAYMONDPROPS@AOL.COM BLOCK: N/A LOT: N/A DEED BOOK: 08344 PAGE: 0519 CIVIL ENGINEER/LANDSCAPE ARCHITECT: BLOC DESIGN, PLLC (a V3 SOUTHEAST COMPANY) BLOC DESIGN PHONE #: 704-940-2883 DESIGNATED CONTACT PERSON: NICHOLAS VESELY, PE DESIGNATED CONTACT PERSON EMAIL: NVESELY@V3CO.COM DEVELOPER: BOB MAINONES @ RHH LAND INVESTORS, LLC DEVELOPER ADDRESS: 2919 BREEZEWOOD AVE. SUITE 100 FAYETTEVILLE, NC 28303 DEVELOPER PHONE #: 910-486-4864 DEVELOPER EMAIL: BOBMAINONES HUFFFAMILYOFFICE.COM 1Q ZONING DESIGNATION: R-4 (CZ) PARCEL SIZE: 12.67 ACRES JURISDICTION: UNION COUNTY REZONING CASE NUMBER: CONDITIONAL ZONING CZ-2018-002 THIS PLAN SHALL CONFORM TO ALL REZONING STANDARDS AT TIME OF APPROVAL. N/F PARCEL NUMBER(S): 07135022 CRYSTAL MOORE HUNTLEY CHRISTOPHER T. HUNTLEY ZONE R-4 (CZ) SETBACK AND YARD REQUIREMENTS DB 3552, PG 365 FRONT: 20' PARCEL#: 07135023 SIDE: 5' N/F ZONING: CZ—RES CORNER: 10' DANIEL JASON HUNTLEY REAR:25' PID: 07135023A DB 4356, PG 475 SCREENING REQUIRED ZONING: CZ—RES NONE (INDIAN TRAIL ZONING) BUFFERS REQUIRED N/F DON MOORE `�'• SANDRA MOORE PID:- 07135022A -_ COTTAGES AT /NDAN TR Z, "APPROVED PLANS NONE OPEN SPACE REQUIREMENTS OPEN SPACE REQUIRED: 0 SF OPEN SPACE PROVIDED: t3.33 ACRES PROPOSED DEVELOPMENT: PROPOSED LOT TOTAL: 44 SINGLE FAMILY RESIDENTIAL Q PARCEL SIZE: 12.674 ACRES 1 RI O IfY :1 AC OP ED NSI : 44 / 2.67 - 1.55) - 3.96 UA AVERAGE LOT SIZE: 7,560 SF AVERAGE DWELLING SIZE: 2,600 SF SMALLEST LOT SIZE: 6,500 SF APPROXIMATE START DATE: 09/01/22 APPROXIMATE COMPLETION DATE: 09/01/24 ' THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED; THIS PLAN SHALL COMPLY WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE IN EFFECT AT TIME OF REVIEW AND APPROVAL. " ANY WELLS AND/OR ON -SITE WASTEWATER DISPOSAL SYSTEMS DISCOVERED DURING THE SITE DEVELOPMENT PROCESS WILL BE ABANDONED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA LAWS AND RULES. MENSION CONTROL NOTES: 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. / 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. 3. CONTRACTOR SHALL STAKE SITE AS INDICATED ON THE CONSTRUCTION \ DOCUMENTS, PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY BLOC DESIGN IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK. 4, ALL DIMENSIONS ARE TO FACE OF BUILDING, BACK OF CURB OR PROPERTY LINE ^ UNLESS OTHERWISE NOTED. / \ 5. ALL SIDEWALKS SHALL BE FIVE (5) FEET WIDE UNLESS OTHERWISE NOTED. 6. ALL SITE/CIVIL DETAILS SHALL BE CONSTRUCTED ACCORDING TO THE CONSTRUCTION DOCUMENTS. 7. STOP SIGNS SHALL BE R1-1, 30 INCHES x 30 INCHES. SIGNS SHALL COMPLY WITH STANDARDS SET FORTH IN THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 8. PARKING AND ACCESSIBLE SPACE STRIPES SHALL BE 4 INCHES WIDE. 9. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE, UNLESS OTHERWISE NOTED. 10. IT IS ASSUMED IRRIGATION DESIGN WILL BE COMPLETED BY THE LANDSCAPE CONTRACTOR. TWO 4 INCH SCHEDULE 40 PVC IRRIGATION SLEEVES SHALL BE PROVIDED UNDER ALL IMPERVIOUS SURFACES TO CONNECT LANDSCAPE AREAS. FINAL SLEEVE AND IRRIGATION DESIGN SHALL BE PROVIDED TO BLOC DESIGN FOR REVIEW. 11. ALL NEWLY PLACED CURB AND GUTTER LINES THAT EXHIBIT MORE THAN ONE CRACK PER TEN -FOOT SECTION SHALL BE REMOVED AND REPLACED IN ITS ENTIRETY. A SINGLE CURBLINE CRACK WITHIN A TEN -FOOT SECTION SHALL BE SAWCUT AND EPDXY FILLED PROVIDED DIFFERENTIAL SETTLEMENT OR HORIZONTAL SEPARATION HAS NOT OCCURRED. CRACKS THAT EXHIBIT DIFFERENTIAL SETTLEMENT GREATER THAN ONE -EIGHTH (1/8) INCH OR HORIZONTAL SEPARATION GREATER THAN ONE -QUARTER (1/4) INCH WITHIN A TEN -FOOT SECTION, SHALL REQUIRE THE ENTIRE TEN -FOOT CURB AND GUTTER SECTION TO BE REPLACED. I all 1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES, SIGNAGE, FLAGGERS, SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS AND THE PUBLIC. 2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND UNION COUNTY WATER. r ■ bloc Bloc Design 2923 S. Tryon Street, Suite 320 Charlotte, NC 28203 p: 704-940-2883 www.bloc-nc.com landscape architecture I planning I civil engineering (a V3 Southeast company) Cottages at Indian Trail West, LLC * 2919 Breezewood Ave. I Suite 100 Fayetteville, NC 28303 Cottages West 2316 Waxhaw Indian Trail Rd. Indian Trail, NC 28079 CHESTNUT LN. O� O O SITE Q 4; VICINITY MAP N.T.S. (D TOPOGRAPHIC SURVEY SOURCED FROM DIGITAL FILES RECEIVED ON JULY 29, 2021 FROM BOHLER ENGINEERING, ORIGINALLY PRODUCED BY BOHLER ENGINEERING. CA ' SEAL 047011 O •FHO IN E - LA�St lriri�-7//I I /z z Disclaimer @2022: Information contained in this document is the property of V3 Southeast and the project client listed on this document. The reproduction, copying, and other use without written consent is prohibited and may be subject to legal action to the fullest extent possible. SCALE: 1 "=80' N 0 40' 80' 160' DATE: 04.13.2022 MPIC: WLL DRAWN BY: DFS REVIEWED BY: DSK PROJECT NUMBER: 00915.00 DIMENSION CONTROL PLAN - OVERALL REVISIONS: 1 07.11.22 UNION COUNTY COMMENTS CS-100 CONSTRUCTION DOCUMENTS