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Home My WebLink AboutNCC241681_Site Plan or Location Map_20240603 1%1 It) 91-4,,,, Sparrow Outdoor Storage LR AN�'A GN 8715 John Gladden Road, Charlotte, NC 28214ERS ......„ 1213 w morehead st ste 450 charlotte,nc 28208 P 704.334.3303 PIE: #05321119 w-048signperts0 om nc lino no:P-0418 00 8 no:C-03044 VICINITY MAP 4 CONTACT INFORMATION "%Su m. `\`oP �,�° sip Z GENERAL NOTES: OWNER:1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL(CLDSM) PHILLIP NEAL SPARROW _ 0413417 - AND THE LATEST EDITION OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS FOR ROADS AND CONTACT: PHILLIP NEAL SPARROW '9°.,0 .2-:, STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL. iyy NpfyE�c "�� 2. ON BLVD. PALL UBUC PUBUC STREETST RE WITHIN THE DEVELOPMENT WALL BE CONSTRUCTED TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE DEDICATED ADDRESS: CHARLOTTE,8808 NC 28214 �'//YS. 9�Yegl tajl`0 PHONE: 704-393-8568 EXT.5 3. ALL CURBS SHALL HAVE A 5-0"RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED.ALL R/W SHALL HAVE A 20'RADIUS UNLESS D5 14 2D24 OTHERWISE NOTED. CIVIL ENGINEER&LANDSCAPE ARCHITECT: 4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05A OR#50.05B.SIGNS SHOULD BE LOCATED PER CLDSM 050.06. URBAN DESIGN PARTNERS PLLC 5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION. CONTACT: HANNAH BREED,PE 6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE DEPARTMENT OF ADDRESS: 1213 W MOREHEAD ST,STE 450 SO TRANSPORTATION(COOT). CHARLOTTE,NC 28208 L / PHONE: 704-334-3303 FAX:704-334-3305 7. ANY BUILDING DTHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE (i5 SUBDIVISION ORDINANCE,SECTION 7.200.8. Q 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION 1000 OF / / CO 'O THE NCDOT STANDARD SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR (4)INCHES THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX (0 m (6)INCHES THICK. / / / CO 9. ALL CONCRETE SHALL BE CURED WITH 100%RESIN BASE,WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.SPECIFICATIONS Z Z C-309,TYPE 1,APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. / / / I a1 _ 10.ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO PREVENT \ / / / / I / = 3 p EROSION. 11.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL OR OTHER \ 0- OBJECTIONABLE c0 L c0 OBJECTIONABLE MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL \ �� _ _o / / / / I I SHEET INDEX LL U N HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROWING. __ / 12.ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE LACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. �_ `__ ` -- �r L / / I 13.ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST. I\ _ ' 14.ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY. \ _ _ �` / I I / Cover Sheet C-1.O _ _ L I // Submittal Table C-1.1 15.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL PLACE \ L _ AND MAINTAIN SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE \ __ _ `_ UGHN _ - - - Existing Conditions C-2.0 WORK AREA TRAFFIC CONTROL HANDBOOK(W.A.T.C.H.). I _ one_ '°"""",-,.--EENROgp I 16.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST.THE \\ `` -- _-one_ �0°°""" _ / Site Plan C-3.0 SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND. - TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN I\ _n°�� _ Inset A C-3.1 45 FEET.THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4"PER FOOT. \ one__ /A��`) ____ -one_ W 17.THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE SIDEWALK SHALL \ _ __ __ °hp _o I� _ Grading and Drainage C-4.0 BE NO LESS THAN SIX(6)INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN,EXCEPT THAT THE CROSSWALK ELEVATIONS _____ ------ __ }�\ SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB. III '` __ _ _ SCM Plan&Details C-5.0 V/■ 18.IN ROWING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR I1I ---- --- __ ____ al 19.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY UNES WHICH ARE NOT LESS THAN I Storm Profiles C-5.2 75 DEGREES AND,TO THE EXTENT POSSIBLE,PATHS CLEARED FOR SUCH UTIUTY UNES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT UST. I �� Erosion Control-Phase 1 C-7.0 O 0 20.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. \I 1/ z Erosion Control-Phase 2 C-7.1 }� 21.THE DEVELOPER SHALL MAKE A DIUGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION EXISTS. I Cif THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION. II // Site Details C-8.000 0 22.UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD. DRAINS II \\\\_,.....\___/ 1.7 Site Details C-8.1 CTS TO BE INSTALLED PER CMLD STD#30.05. I � t23.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. \ Landscape Plan LS-1.0 L 0 24."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES.MUST BE SUBMITTED PRIOR TO Landscape Plan Enlargement LS-1.1 O 03 SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION \ O ORDINANCE. I O W 11 j \ Landscape Plan Enlargement LS-1.2 O 25.CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. II �I\ \\ Landscape Plan Enlargement LS-1.3 a 26.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR \ Landscape Details LS-2.0 OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. I II \ --------\ \ �'{ 27.HIGH-DENSITY POLYETHYLENE(HOPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBUC STREET RIGHT-OF-WAY MUST III I \ / \\-7 �1 Rezoning Plan RZ-1.0 �,/ �� /L/I) C BE APPROVED BY THE CITYS INSPECTOR PRIOR TO ANY BACKFLL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY �� ^ W L INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBUC STREET RIGHT-OF-WAY. II �\ I ` ' >28.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTIUTY POLES. ALL EXISTING FACIUTIES WHICH CONFUCT WITH THE - - - . J ifIMPROVEMENTS UNDER THE SCOPE OF THIS PRQIECT MUST BE RELOCATED AT TI1E EXPENSE OF THE APPLICANT. \��' II ------- -----------7 O1 _________- r,29.ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE \a - /� U OD DETENTION. \ i30.NON-STANDARD ITEMS(IE: PAVERS,IRRIGATION SYSTEMS,ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT _ _ _- _ _ _ _ - _ T _ - _ _ AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE \ I \ INSTALLATION.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT ENCROACHMENTAGREEMENT6CHARLOTTE.GOY. I \ \ 31.DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC CONTROL DEVICES DURING ALL \ I / /I \\ \ PHASES OF CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE CDOT WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH), / \\\ \ N M THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTED).AND THE NCDOT ROADWAY STANDARD DRAWINGS. \ I / /I \ \ x x 32.ANY WORK WITHIN THE CITYS R/W OR CITY MAINTAINED INFRASTRUCRE MUST BE APPROVED BY CDOT AND WILL REQUIRE A R/W USE \ / / \\ \ \ k k PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE \ a L / / \\\ APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT I I \ \ y ROWUSEPERMIT®CHARLOTTENC.GOV AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. 81 F F CONTRACTOR SHALL CONTACT LEASINGAGREEMENT®CHARLOTTENC.GOV AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY z z EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF THE PUBLIC ROW. \ / / \\\ \ \ a a• 33.THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION MANAGER,TONY TAGUAFERRI,OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION \ / 1 \\ \ , 1 Z w w (CDOT)OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFUCTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE O l' l' REQUIRED TO COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER �/ j o 0 cc 34.PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND g g APPROVAL OF CDOT.DEVELOPER TO CONTRACT CANDACE INGE(704-336-3931 OR CANDANCE.INGE®CHARLOTTENC.GOV)FOR LOCAL STREET BEFORE YOU DIGI LIGHTING CRITERIA WITH RESIDENTIAL SUBDIVISION PROJECT AND TO BRUCE HORLDT(704-589-5836 OR BRUCE.HORLDTOCHARLOTTENC.GOV) CALL 811 OR 1-800-632-4949 > > > FOR ALL OTHER PROJECT LIGHTING REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,UGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. N.C.ONE-CALL CENTER 35.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILTY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION IT'S THE LAW! r S v NEEDS AND PROPOSED NEW UTILTY INSTALLATIONS,PLEASE CONTACT UTILITYWORKPERMITBCHARLOTTENC.GOV. p S o 36. IS THE DEVELOPER,PROPERTY POLEOWNER,()(E.G.-DESIGNATED, REPRESENTATIVE'S ETC.)EE RESPONSIBILITY CONTACTD DUKE ENERGY AND PRO Et OUTILITIES ON THE ADJACENT POLE UNE(S)(.G.-AT&T,SPECTRUM,ETC.)EARLY IN THE PLANNING AND DESIGN PHASE OF THE PROJECT Z TO DETERMINE IF INITIAL PLANS CAN SAFELY ACCOMMODATE OVERHEAD UTIUTIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS.IF THERE IS AN EXISTING NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFUCTS WITH THE BUILD-TO-ZONE REQUIREMENT,AND IN CONSULTATION WITH CDOT R/W SECTION STAFF AND DUKE ENERGY IT HAS BEEN DETERMINED THAT BURYING UTILITY UNES ARE INFEASIBLE, Project No: 23-CLT-160 THEN A NEW BUILD-TO LINE SHALL BE ESTABLISHED AT THE EDGE OF THE OVERHEARD UTILTY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY(KARIF.TAYLORODUKE-ENERGY.COM)FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT CONFUCTS. GRAPHIC SCALE Date: 02.01.2024 37.A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILTY TELECOM SERVICE Sheet No: PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. 0 40 8O 160 320 (IN FEET I ■ 1 .0 1 inch=80 ft.