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HomeMy WebLinkAboutNCC223291_Site Plan or Location Map_20221017s 00 N N U I- M CIO a n > a to to 3 M } m M < > J a M U) O U W 3 T a a O J 0 G Q Y Z W . W a w J ,„ W L, Y c2 U C W O i a Y U j I J U O I -I M O ,,, W - - � a 1- En U U o O W a n_ 6 J E 3 J W Y a3: ara 1 m ,n Q U < 0 rD r" ��w a 0, X � En '0 o n 3\x i 8 N Ln\i N /w,n r U II II < , r .` O W J M: a X GENERAL SITE NOTES: CONTRACTOR NOTES: TRANSPORTATION NOTES: 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY: NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB, OR TO THE CENTER OF STRUCTURES 1. NO PLANTING OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES AT A HEIGHT BETWEEN 2.5' AND 10' (CANOPY) DAVIS, MARTIN, POWELL & ASSOCIATES 6415 OLD PLANK ROAD SUCH AS INLETS, SIGN POSTS, ETC., UNLESS OTHERWISE NOTED. ABOVE THE FINISHED GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY STREET INTERSECTION SIGHT TRIANGLE. HIGH POINT, NC 27265 2. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE RIGHT-OF-WAY. 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE CONTRACTOR TO: 3. NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT-OF-WAY. EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT 4. REFERENCE COG 416-A FOR ACCEPTABLE DRIVEWAY GRADES. 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES. PRIOR TO CONSTRUCTION. 5. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG W FLORIDA ST. AND VAN WERT ST. PROPERTY 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO START OF CONSTRUCTION. THE 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH LEVEL OF SAFETY DURING ALL PHASES OF FRONTAGE PER COG STD 418-A. # CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. FIRE DEPARTENT NOTES: CONSTRUCTION. 3. CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO 1. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS 5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ANY FURTHER CONSTRUCTION. THAN 20' AND UNOBSTRUCTED HEIGHT OF 13.5' AND BE ABLE TO SUPPORT AN 75,000 6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. 4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL, STATE OR LOCAL CERTIFICATIONS POUND FIRE APPARATUS. 7. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. INCLUDING BUT NOT LIMITED TO PROOFROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO ENGINEER FOR REQUIRED 8. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE UNLESS OTHERWISE NOTED. CONSTRUCTION OBSERVATION RELATED TO CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC. NOTES: 9. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET 5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES, CONSTRUCTION MATERIALS, ETC. CONTRACTOR IS 1. ALL RADIUS DIMENSIONS ARE 5' UNLESS OTHERWISE NOTED. SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED RESPONSIBLE FOR NOT DAMAGING EXISTING PLANTING TO REMAIN. IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE 2. THE PROPOSED DEVELOPMENT COMPLIES WITH THE OUTDOOR LIGHTING STANDARDS OF 10. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO PLAN OR NOT. THOSE SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE. CONTACT UTILITY THE ORDINANCE, INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS REQUIREMENTS OF ACHIEVE 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT (IF AVAILABLE). LOCATION SERVICE OR OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK. 30-9-6.6. 3. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE REQUIRED FROM ALL EXIT 11. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN -TYPICAL. CONTACT ALL UTILITY COMPANIES TO INSURE THE UTILITIES ARE DOORS TO THE PUBLIC WAY IN COMPLIANCE WITH NCBC 1008. MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. SHUT DOWN PRIOR TO THE START OF ANY DEMOLITION AND/OR SITE WORK. 4. CONTRACTOR TO REPAIR ALL HOLES IN EXISTING 4' FENCE. ASSUME 12 LOCATIONS WITH 12. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED 7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION OF PROPOSED UTILITIES. AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL. A 5' SECTION PER LOCATION 13. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT 9• USE THE ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS. NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST 10. USE CITY OF GREENSBORO STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK ITEMS. DUMPSTER NOTES: HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO 1. CALL BARRY MURRAY 373-4676 BEFORE CONCRETE IS POURED FOR DUMPSTER PAD. THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE INSPECTION REQUIRED. SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE CALL" AT 1-800-632-4949 FOR ASSISTANCE IN WATERSHED NOTES: LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 1. ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE 14. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. AND CORPS FOR ANY STREAM CROSSINGS/WETLANDS DISTURBANCE. 15. LANDSCAPE PLANTINGS AND SIGN LOCATIONS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT LANDSCAPE NOTES: 2. BUA CALCULATIONS INCLUDE ADDITION OF GRAVEL, ASPHALT, SIDEWALK, RETAINING DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS. 1. THIS IS A CONCEPTUAL LANDSCAPE PLAN. A DETAILED LANDSCAPE PLAN WALLS, CONCRETE PADS, WALKWAYS, PLAYGROUND SURFACES, ETC. 16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES. SHOWING THE LOCATION, SPECIES, AND SIZE OF REQUIRED LANDSCAPE 17. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN MATERIALS MUST BE SUBMITTED. REQUIREMENTS FOR THESE PLANS CAN BE ZONING NOTES: OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER FOUND IN SECTION 30-10 OF THE DEVELOPMENT ORDINANCE. DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS 1. A TYPE 1 MODIFICATION WAS APPROVED BY THE PLANNING DIRECTOR ON 06/10/22 TO PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ALLOW FOR BOTH PRIMARY STRUCTURES ON THE LOT. ANY REGULATORY AUTHORITY. 2. A TYPE 2 MODIFICATION WAS APPROVED BY THE TRC ON 6/13/22 FOR THE ENTRANCE N AR FOR ESTIMATION PURPOSES ONLY. LANDSCAPE CALCULATIONS ONTO THE LOCAL STREET (VAN WERT) 0 19 SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN LOCATION ND ET ILS 3. R-5 LOT SIZE: 7,000 SF LOT WIDTH: 50' FRONT SETBACK: 25' SIDE SETBACK, EXCEPT THOROUGHFARE: 15' SIDE SETBACK THOROUGHFARE:35 INTERIOR SETBACK SIDE: 5 INTERIOR SETBACK REAR: 20 HEIGHT: 50 FT/3 STORIES BUILDING COVERAGE: 40% PLANTING YARD TYPE LENGTH (FT) CANOPY TREES UNDERSTORY TREES SHRUBS NORTH STREET 834 17 N/A 142 EAST 25' TYPE B 1465 44 74 367 SOUTH 1 25' TYPE B 1 818 1 25 1 41 205 WEST I STREET 1 1309 1 27 1 N/A 223 PARKING I PARKING 1175 SPACES 1 15 1 N/A I N/A :7'A /VS UTVI EXISTING BUILDING TO REMAIN UNOCCUPIED AFTER NEW CO PAPCEI l�r' %>S/�, D.B. 667Y, PG. 25,3G, CITY OF T•?ACT H GREEivseORO P. -4 2. PG: 44 PAT (-L / A/0. SRC ''A " PART OF /'4'7 L O T _a ) 5), / ' 7Z PC- ( uC ) 5J2 � ON/NC: R-.5 7S7 TRACT � / (t UC /) I I �O�1 �11_-R-s 1 II 0 � 1 I I 1 I I 0 N � I I I I I �L r7 M, C.. � �P U-�-t r7 ^� .:,�� �,_, `- � �vU �.:C Zti - y�.�,r. �='�`�,�L I `ram° "�'� � Q^ C O :.r, G J L U v ro� ^ o-" ^w 1 j . 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Q 071"REFERENCE LINE Ll w VICINITY MAP NTS 0 N These drawings are instruments of service and shall remain the property of the engineer whether the project for which they are made is executed or not. They are not to be used by the owner or any other person on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the engineer. © Copyright 2022 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except as permitted under the United States Copyright Act of 1976, no part of this document may be reproduced or distributed in any form or by any means without the written permission of Westcott, Small & Associates, PLLC. WESTCO , SMALL & ASSOCIATES, PLLC 125 SO TH ELM STREET, SUITE 606 GREENSBORO, NC 27401 WAW. WSA G. COM PHONE:3 _ 10.9722� DESIGNED BY: MICHAEL WESTCOTT MWESTCOTT@WSAAENG.COM REVIEWED BY: TORI SMALL TSMALL@WSAAENG.COM P-0576 SITE INFORMATION EX. ZONING R-5 PROP. ZONING R-5 CURRENT LANDUSE ELEMENTARY SCHOOL PROP. LANDUSE ELEMENTARY AND MIDDLE SCHOOL TAX MAP NUMBER 7853883262 PLAT REFERENCE DEED REFERENCE 544-398, 634-461 TOTAL AREA 24.94 AC WATERSHED N/A AVERAGE SLOPE 4.15% DISTANCE TO NEAREST FEMA 86 LF FLOOD PLAIN SOILS MuB, ELIB FEMA PANEL # 3710785300J, 6/18/2007 BUILDING COVERAGE EXISTING 65,599 SF DEMO 5,291 SF PROPOSED 85,683 SF TOTAL 145,991 SF SITE DATA ACREAGE (ac) PERCENTAGE(7) T❑TAL ACREAGE 24.94 100.00 EX BUA 3.48 13.95 DEM❑ED BUA 0.48 1.92 PR❑P BUA 6.51 26.10 T❑TAL BUA 9.51 38.13 EX PERVI❑US 21.46 86.05 PROP PERVI❑US -6.03 -24.18 TOTAL PERVI❑US 15.43 61.87 DISTURBED AREA 12.59 50.48 UNDISTURBED AREA 12.35 49.52 PARKING INFORMATION TOTAL PROPOSED SCHOOL SPACES 1 SPACE/300 SF ADMIN * 5327 SF = 18 SPACES 3 SPACES CLASSROOM 43 CLASSROOMS = 129 SPACES / TOTAL REQUIRED = 147 SPACES 192 EX PTSCHOOL O / ACE 40OSFF COMMUNITY&CULTURAL*11308 SF=28 SPACE TOTAL SITE TOTAL REQUIRED = 175 SPACES (6 HANDICAP) PROPOSED SPACES = 168 SPACES (6 HANDICAP) EX SPACES RETAINED = 24 SPACES OWNER INFORMATION MICHELLE REED,MBA CHIEF OPERATING OFFICER GUILFORD COUNTY BOARD OF EDUCATION 712 N EUGENE STREET GREENSBORO NC 27401 (0) 336-522-6322 EMAIL: REEDM30GCSNC.COM LEGEND EASnNG IRON PPE a N£W 7J' IRON PIPE SET ® STORM ARAWOLE ON MUS % CATCH BASIN \ -\ \ L I T Y p�o',`01P, i I YARD INLET , ��i ® SANITARY SEWER MANHOLE � �O ��^� SANITARY S£I�R CLEAN OUT c`C/� O` O� 0 `� WATER METER Q _ - WATER VALW �J � Z FRE HYDRANT =: •�A Q Q - - U77LITY POLE 7-D i- LAMP III GUY MIRE MAILBOX F HEAINNG/AIR UNIT BEFORE YOU DIG! BOIJ.ARD a GAS METER CONTACT ONE -CALL CENTER FIRE DEPARTMENT Ga/NEC7OR 1-800-632-4949 POTTER PEDESTAL sI&V AD:OINER LINE - - - - - - - - UTL/TY EASZWNT ES M T - - FENCE LW X LINE SYURY£Y£D ABBREVTA7TONS OY£RH£AD PON£R OH /P Q7S77NG IRON P/PE/PW CURB B 6U77ER /R • Q7S77NG IRON ROD RIB' - RIGHT OF WAY RJWT OF WAY - - AG = ASOW GROUND STORM DRAW SD BG =BELOW GROUND FL = FLUSYf NY7H GROUND SANITARY SEYI£R S 551/H = SANITARY SETTER MANHOLE SIMH = STORM DRAW MMN'OLE fWDERGROUND ELECTRIC U E RCP = R£/NFORLIED CONCRETE PPE UNDERGROUND 7ELEPHOVE UT /NV = /MEATY E1EV = E2EYA71OV MINOR CONTOUR DB - DEED BOO( PB - PLAT BOOK '4"DR COV70UR PG = PAGE WATER LWE W CL = CEN7ERUN£ BVLD/NG LINE COPYRIGHT STEED HAMMOND PAUL, INC ALL RIGHTS RESERVED 0 0 -co r` CDC) aIT C: >Z3 < 1='T CL :2 (1) co Y N MZ3CO LL > CO - co -2 N O Lo N In co :1: CD- �o 2 co �IT 0 = � U) N 0 � ('' Z E I (N 0 - 0 O co lil0 0 r_ CN N N �5 LID IT N = N CO E 'M N �_co .s co N 0 ('' (oOL-0 co O ti N 9 0 I .L O W co z J w O 0� OJ0 =Ow v0ED U) � W >_ () Q 0 z to 0� M O O W LL 1 U i L, O Q �e � OV= LL LU Z J a �: O V 0� LLI /J W W O 2 0 J ,;t ti ON Oz Z Q Veyy•� co z W Z0� OF-� W LLI C� 0� W Z OW J Lu N 0 ti ISSUANCES 01-14-22 SCHEMATIC DESIGN 05-20-22 75% DESIGN DEVELOPMENT SET 05-26-22 EARLY SITE PACKAGE OWNERS REVIEW 06-10-22 ITRC SUBMITTAL 06-10-22 100% DESIGN DEVELOPMENT SET 07-15-22 EARLY SITE PACKAGE Q 08-30-22 ADDRESS TRC COMMENTS & TRC SUBMITTAL OVERALL SITE PLAN COMM NO. 2021107.01 C-1 00 E-1484