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/ l//� /�%% \\ (4 �: • t# , t 44. ,I� /:; �.A \ \/�" /�w�l / i /i/ / / // / / / (/I 1 1 / / \\\ I PROP. LANDUSE SCHOOL AND OFFICE a F V�1 ¢L a -
1� ./ /i v 1 H` I -!'" i 1 _ • / � � , ./, / //// /� -///. //' ,//1 //lull// ///) IiAD VA 97843, 97842, 97844, 97827, 97828, w a)Z 0°,
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// i / /r •'\ �'.. //�/ 1) v�; .6/f/ i >/ / I'� / ,/,‘ / %/// //// /I// /I // PLAT REFERENCE 73-86. 150-72 F O m
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l . /7. ✓�f a Yp- r' tr ' �� a�!_ r ^/ �„ ////i /.z, /�--///,,,,, __-_-_-_--///,/ / / / l li DEED REFERENCE 007790-01682, 008004-02813 W
Ill \ `ki "7 %/ cc L` "" 1►� `%' /15W / ij�'///./- / '�"x /// --�i/ l )/p��i 9'-r' WATERSHED GREENSBORO WS III O O o�
111 � /�, "� .���•,.,, I7.... •.;,, c' ---�i �- I\ � .,/� �/ >//! //�c 10.43% cN x ;o
\> // \ \ �- i i,1 �I �/ ` 7 l /^ / AVERAGE SLOPE
III \ _� \ >. �. '� � /1.7,-._-_-_/
//1<c-%i-� ' � �-/ �\_--�' /il/�� / xS�\-'� /iii////%%/�a/ ---,Tr- DISTANCE TO ON SITE '-I(7 Q. Syr
I'III \ A6'� � p11, ,..,�,� i)\ _ %7_ �/ -;-- /iii/%%/� ✓ ij� NEAREST FEMA
II II A••,,- / 1•►/ ,„ • l� ��� �� : , -� i/ J /, =,/� /,/� _yb� �K--:.,��ii/ 0„, FLOOD PLAIN m
1 AA v > .I (�- %..: / /^ / -_/ice-. �1: ---• •.-//,,1 iv,'/ / •/ice- A .1..::::'L ..... © -• I� � _ i //i - ii i iit •
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_� ,. •..• �'� -- _ "` I / l a"'""'° "'�""-'- / �'' �' i i FIRM INFO 3701110085C NOV 18, 1988 �z
i/i! '.. ,. \ \\ ,..,. .., \ ti /, Il�///�� ii /J�i�-� =-•ii i �!�/i /\/ t��// /� -s^ 1"�j SOILS CcB, MQO, MQE, M2D24:e YJ
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A' w.,vv rvVAAVA s y\ � �i al
1 '3 , 1 �� �� /l-�i�l�i-�- li// -`'` /i-i/ i'� /rr+0i. 121,932 sf
\ 7l f5' ' % '� i -�%- so'1(/ FLOOR AREA
\ /II \\\\ \ /- - ttpp _// \ /-- ZONE 2:20'VEGETATED i�1
�, it, - STREAMBUFFERA
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\ _ .a ^•-a-ter I % i%%- / // / _ / ,: I/� \ SITE DATA
/ 1 v���. \\' % \t'-\\ ,• \ .7% / --, � �� /,n i, . .. \ sr-,,,,ZONE 1:30'UNDISNRBED // j l/.Gi 11 /
Zi,I �rr< \J r=�� ))I\_-)„ SiREAM euFFER . /�/'% / �f /� I� /.1�// \
/ � � \ \ ....."""'.._ \\1 j / \�.;\--s\ / /j/ // / - \ 1!/ //(CI1 itr(i/ i1 5r\�-��i�i 9111- /,�,�� .'✓'• _/'II/1 / I \ ACREAGE(ac) PERCENTAGE(%)
/ `\`` \ 1)I i >,,._ / / i' \ - / // TOTAL ACREAGE 40.07 100.00
�\ \�\\ III f N o � "`� __ s �\\, -.,�\)\\\! / 1a .<,•�iG T�sp> 'fi� 1. .L•.h /ice �( --. EX BUA 9.12 22.76 I�
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_ y _. y�x\\.. ' // )/\\\� _• - �� - ,• / / / EMOED BUA 363 906 N
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/ / - _- _ \. // / / /.7 .�I(; ........_............... PROP BUA 5.75 14.35 („L,I ~ o
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--6�� \��� - �', _ \ T � _'Jll I p TOTAL BUA 11.24 28.05
_ \ // / / EX PERVIOUS 30.95 77.24 �I
PROP PERVIOUS -2.12 -5.29 -
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.•••••••••.••••••.••••.• l /�- / �,. •,, , \ � \,� �i/i � � 1 P // './ // / /� TOTAL PERVIOUS 28.83 71.95 w z
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/ .-•i \'(//i% 6r � ZONE 2 20'VEGETATED /I // Pr-- 1 c�D 30 ¢
\(/ // / / f�/ DISTURBED AREA 10.77 26.88
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A \\' ' / /�. (/ir i)/ UNDISTURBED AREA 29.30 73.12 o¢
I� ,A \�1, 1W ZONE 1:30 UNDISTURBED/, //j 1_ O�-i/// w
,* _ �\ ����� �i STREAM BUFFER �l/j��I�// I s o
�±��1M+'�"J " ��� III •. -fie /i �///i. ///�I PARKING INFORMATION H o z
;-,; �1A /ST2EAM TOP F BANK \ I I I j I I(� •/ %// / TOTAL TOTAL PARKING REQUIRED= 495 SPACES
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s ^J 2 ACCESSIBLE SPACES REQUIRED=2%OF 702=15 0
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.. `yam - - -__- A I, ) V A1 ACCESSIBLE SPACES PROVIDED= 20 SPACESQiV 11 'il04 -- \\ / /'�\\ \\\ \ \\\\III\\I\ :III111 _ aE P�anc EH) 5 <9 $-- a._ PARRAC Dn/AR A SPAS SE ZEQUIRED 0 O m/! I / /i / - 11,,
\\\ \ 1\ 1 11\ 1 \\ \ \+ ECONDAwr ns v /u� aUp iii -� -_ \\ - V \ lI\, \ \\\\\�1 s(1 izsu SwDDNs) aiMD oppp \� 1\\\ �\�\ TREE PRESERVATION SPACES REPAIRED(ECPP 1Ro SPAo. J
' IIII:I/- ii / --- \ \�- O\ `R( \ \ \\ \ \\ AREA:1.n AcREWIR P.wIF / %- �� .l\ \�\\\\\N�,,Sc 0 kIla \: mTDFMPN,1°,".,iPo6nB,cTA,E wAA,ER seHDouA i.,00Wm s.P. MUS1 /i /ice \ O\\ \\\\\\� \�i.: cz...:FnPP) IRSP .\ON T
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SECONDARY:
REQUIRED R
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147 SPAS REQUIRES
OJ O� C'�•�
..-. .......... F\ S \\\ SPACES REQUIRED(aRNms,an: an,SPACES �� I o 0
PROPOSEDPARKING(amasaxE HRWRSCHOOL) �w zx
ARP./ARNINIRTIRA GROSS
(7u s..nDD) 3SPAM QU S.A. ¢z nm
AMs/AAsmow
(a Cussrm0u5) 3,9'MFS REWIRED
GENERAL SITE NOTES: CONTRACTOR NOTES: R ER 1
THE CONTRACTOR SHALL PROVIDEALOGISTICAL PLAN FOR 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 SUCH AS SPACES REWIRED: ,Bsm
ALL PHASES OF CONSTRUCTION.THE SCHOOL WILL REMAIN BORUM,WADE&ASSOCIATES,PC INLETS,SIGN POSTS,ETC.,UNLESS OTHERWISE NOTED. s TOTALALR R C S rrnD: TnxE 24 SPED BEFORE YOU DIG!
621 EUGENE CT A 100
OPEN DURING CONSTRUCTION AND ACCESS TO THE BUILDING GREENSBORO,NC 27401 CONTRACTOR T0: TOTAL SAGES PxaWOED. 70E�^ CONTACT ONE-CALL CENTER
SHALL BE SHOWN ON THE LOGISTICAL PLAN.ANY 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION.THE CONTRACTOR 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR TO 1-800-632-4949
INTERRUPTION OF SERVICES TO THE EXISTING BUILDING SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONSTRUCTION.
SHALL BE INCLUDED IN THE CONSTRUCTION SCHEDULE AND 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL,STATE AND LOCAL CODES. 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION.INSURE A HIGH LEVEL OF SAFETY DURING ALL PHASES OF
COORDINATED WITH THE OWNER AS TO NOT INTERRUPT 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO START OF CONSTRUCTION.
SCHOOL ACTIVITIES.ALL AREAS OF CONSTRUCTION SHALL BE CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,EASEMENTS,AND 3. CHECK ALL DIMENSIONS AND ELEVATIONS NOTED ON PLANS.REPORT ANY DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO ANY
SECURED FROM PUBLIC ACCESS AT ALL TIMES.PHASING OF DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. FURTHER CONSTRUCTION.
THE SECURITY PLAN SHALL BE SHOWN ON THE LOGISTICAL 5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,UTILITIES AND R.O.W.'S,PUBLIC OR PRIVATE,PRIOR TO 4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED FEDERAL,STATE OR LOCAL CERTIFICATIONS INCLUDING OWNER INFORMATION
PLAN.ACCESS FOR EMERGENCY VEHICLES SHALL BE _WORKING IN THESE AREAS. BUT NOT LIMITED TO PROOFROLL AND ASPHALT PLACEMENT.PROVIDE 24 HOUR NOTICE TO ENGINEER FOR REQUIRED CONSTRUCTION
MAINTAINED AT ALL TIMES.ALL AREAS TOBEOCCUPIED BY 8. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING, SHALL REMAIN UNDISTURBED,UNLESS COORDINATED WITH OBSERVATION RELATED TO CERTIFICATION OF ROADWAY,WATER SYSTEM,PAVEMENT,ETC. OWNER/DEVELOPER: DORMERSAVE SMITH
THE CONTRACTOR FOR STORAGE,ASSEMBLY AND RESPECTIVE UTILITY. 5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, CONSTRUCTION MATERIALS,ETC.,RESPONSIBLE FOR NOT DAMAGING CORNERSTONE CHARTER ACADEMY A PRELIMINARY
CONSTRUCTION OF MATERIALS SHALL BE SHOWN ON THE ]. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. EXISTING PLANTING TO REMAIN. CHALLENGE FOUNDATION ACADEMY INC.
LOGISTICAL PLAN. 7800 AIRPORT CENTER DRIVE
8. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE PLAN OR GREENSBORO,NC 27409 NOT FOR CONSTRUCTION
9. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION NOT.THOSE SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE ALL INCLUSIVE.CONTACT UTILITY LOCATION SERVICE OR DAVEOHICAPS.COM
336-66
OPERATIONS.ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE DITCHES AND OTHER APPROPRIATE UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK.CONTRACTOR TO PROTECT ALL 336-665-1234
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE UTILITIES TO REMAIN-TYPICAL.CONTACT ALL UTILITY COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE START OF ANY
REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. DEMOLITION AND/OR SITE WORK.
10.COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER BUILDINGS AND PAVED AREAS SHALL 7 PATCH/REPAIR STREETS,STRUCTURES,ETC AS NECESSARY AFTER CONNECTION OF PROPOSED UTILITIES. LEGEND ��tt DATE ISSUED FOR
BE ACCOMPLISHED TO ACHIEVE 98%OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL. - 7F
REPORT(IF AVAILABLE). 9. USE CITY OF GREENSBORO STANDARD CONSTRUCTION DETAILS FOR ALL SITE WORK ITEMS. 8-29-24 PERMIT AND BID
11.THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, 10.USE THE ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS. ){ NAIL SET/FOUND
TRANSITION,FITTING,ETC.THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM. Line Legend
12.ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED,PRIOR TO CONSTRUCTION.ALL CONSTRUCTION TO BE IN DEMOLITION NOTES: :: �- O IRON PIPE FOUND
ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE,COUNTY AND LOCAL CODES. PRIOR TO DEMOLITION,GENERAL CONTRACTOR SHALL: ."` �.&:" 0 IRON PIPE SET SANITARY SEVER UNE (SIZEBTYPE AS NOTED)
13.THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.THE LOCATION OF ALL EXISTING 1. OBTAIN A DEMOLITION PERMIT FOR THE WORK OUTLINED. ❑ NC DOT MOW-OF-WAY MSC
UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL 2. SCHEDULE A PRE-CONSTRUCTION MEETING TO COORDINATE PHASING OF THE PROJECT. OVERHEAD UTUTY w ------oN DHW
ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.NO ,,,,,�,,,,••�° $ UTUtt POLE TUS PCP-
3. ITEMSEIT TO BE ELET D ORYDDED. CONDITIONS. TO THE ATTENTION OF THE ENGINEER ANY DISCREPANCIES OR ANY DEMOLITION TREE PRoIEDTW FENCE -
OTHER OBS FORTRUCTIONS
RUCTIONSGES ORR FROMTRA COMPENSATIONNYLAYD TO REMLL OVAL
ORE TO THE CONTRACTOR FROMSAME PRESENCE CONTRACTORO TORS HALLIPE O TE PETS OF SA CUT O. G 000allu O EIXE TREEUNE PROJECT NO. E-1577
BEHESPONSRUE FORSN ETO UNDERURUNDST UCUR S,CON RACTO IS ESP NSIB EF CONING ALLLL 4. FOLLOW EROSION CONTROL LPRAC ICE IN ACCORDANLE WITHT ENGINEER. STREAM BUFFER DETAIL 0 GUY WIRE
BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES.CONTRACTOR IS RESPONSIBLE FOR CONTACTING 5. FOLLOW EROSION PRACTICES IN ACCORDANCE WITH THESE PLANS AS WELL AS CITY,COUNTY,AND STATE EROSION CONTROL NTS 5 SANITARY SEWER MANHOLE WAIERUNE W DATE: 08-29-24
NONSUBSCRIBING UTILITIES.THE CONTRACTOR(S)SHALL CONTACT NORTH CAROLINA'ONE CALL"AT 1-800-632-4949 FOR STANDARDS.GENERAL CONTRACTOR SHALL NOT ALLOW SEDIMENT TO LEAVE THE SITE.
ASSISTANCE IN LOCATING EXISTING UTILITIES.CALL AT LEAST 72 HOURS PRIOR TO ANY DIGGING. 6. VERIFY THE RE-USE AND ELEVATIONS OF EXISTING UTILITY TAPS AND TIES-INS. v SON DICE UNE SCALE: AS NOTED
14.FOR BUILDING DIMENSIONS,SEE ARCHITECTURAL DRAWINGS. 7. REMOVE ALL SOIL/EXISTING STOCKPILES NOT USED ON THE PROJECT TO A DESIGNATED OFF-SITE LOCATION APPROVED BY THE PROPER © WATER METER
15.LANDSCAPE PLANTINGS AND SIGN LOCATIONS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TOEE PROIECTW UNE -
AUTHORITY. ERM.EARTH BERM -PEW PEB- DWG. BY: MW
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS,PER LOCAL 'Cr� ERE HYDRANT
STANDARDS. DURING DEMOLITION GENERAL CONTRACTOR SHALL:
16.SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT&STANDARD PRACTICES. CAB VALVE CHK. BY: VWS
TO 1. VERIFY LIMITSOF M DEMOLITION WITHOM ENGINEER. SPOT ELEVATOR
17.PRIORPRVAS HAV BENSBRUNED.N,THE CONTRACTOROR OR FABRICATION
RESPONSIBLE FAIR TOM SHALL
ALL T EC CONTRACTOR
2. PROTECT EXISTINGPAVEMENT A REMAIN FROM CHIPPING OR BREAKING.PATCH AND REPAIR OF ANY EXISTING ITEMS DAMAGED DURING .,ztiA
APPROVALS HAVEAL BEEN OBTAINED.OTDOCUMENTATION
OCUMENTTRFROMLLFFHE UNTILPITEMTINGLBEGINTHEGUR DEMOLITION/CONSTRUCTIONPERLCLESESHALLNCHE AT
T THE OWNER. GRAPHIC SCALE N/F NOW WFMAEME C 001
HAS OREIVS, AIL REE S AND CHE O OTHERRAC CONTRACTOR TO
F TNS PROCEDURE OF THE SHALL
CAUSE
E CAN CONTRACTOR
REGULATORYOF 4. CONTACTYLL T ND CURE TRENCHES THE END OF EACH ERLK DAU.DOWN ES PRIORSHALL NOT DEMOLITION
IOLEN OF BOUILDING T. 100 0 50 100 200 E/P EDGE aF PAVEMENT
AUTHRESPONSIBILITY
RANY SUBSEQUENT MOTTO FOLLOW THIS WORK MANDATELLCAUBETHELATOR ASSUMEAUTHORITY. MP FULL 4. CONTACT ALL UTILITY COMPANIES TO INSURE UTILITIES ARE PROPERLY SHUT DOWN PRIOR TO DEMOLITION OF THE BUILDING AND SITE.
RESPONBIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. � � � MP MORE TRW PIPE EXISTING SITE
18.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 1 inch= 100 1L WCR WHEELCHAIR RAMP EXISTING lJ.`I lJ IJl l li
PLAN