NCC242850_Site Plan or Location Map_20240917

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TR HT TRIA GI E NOTES: I. COPY OF RECORDED AND MAINTENANCE�\ \ CITY SUBMIT
F COPY O RECORDED ENSBORO S FOR ISSUANCE OF OPERATION A AND 'FINAL CO' N HO
SIGHT rRIANn E NOTE �\ AGREEMENT. SITE NO PLANTINGS OTHER Y A SHALL EE WITHIN SIGHT TRIANGLES AT O HEIGHT \\\ Z6 BETWEEN 25'AND 8'(CANOPY)ABOVE THE FINISHED GRADE OF THE PROPOSED DRIVEWAY MAINTENANCE PLAN FOR SGM**
OR WITHIN ANY STREET INTERSECTION SIGHT TRIANGLE. \"'\ 3"WM
' \ PROP.5'W x 6"D 2. SUBMIT COPY OF RECORDED EASEMENT PLAT. <0a
RIGHT-OF-WAY NOTE: • ••'• S/ **PLAT MUST REFERENCE OPERATION AND MAINTENANCE AGREEMENT FOR SGM** GSO-7 4IllIllk-
NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PUBLIC RIGHT-OF-WAY \ GONG.STRIP
` �' \ 3. SUBMIT SIGNED AND SEALED ENGINEER'S GERTIFIGATION. ! NEST ORE-
NO VEHICLES ACCESSING THIS SITE SHALL COEDS IN THE PUBLIC RIGHT-OF-WAY 1 \.::':\\7/ \ 6"FIRE LINE TO %� dl LAND DR.
�, 4. SUBMIT SURVEYED"AS-BUILT"OF SGM. B
4--
INSPECTION NOTE K � �� \ 5. FINAL INSPECTION TO BE PERFORMED BY CITY OF GREENSBORO WATER SERVE PROP. j� J` O tp
PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS WHICH ARE TO BE O \: �:� 55 h.�. �� L 9 '9
z �....... \ RESOURCES DEPARTMENT RSHIP CENTER AND '' O ti
PERMITTED THROUGH DEVELOPMENT SERVICES(BUILDING INSPECTIONS)CALL 336-272-2155. .t: :� ' / %% • 0
\ EXISTING SEWER SERVICE v, CHAPEL TO BE R`
AFTERWARDS.CONTACT ROADWAY INSPECTIONS AT 336-373-2336 WHEN SIDEWALK AND/OR \ \
DRIVEWAYS ARE READY FOR INSTALLATION. `:�:.�:::..�. ss \� / / LOCATION OF EXISTING SEWER SERVICE SHOWN 15 ^-INKLERED.
\ / / APPROXIMATE.CONTRACTOR TO LOCATE PRIOR TO oQ
SIDFWAI K/MIRR A CI ITTFR NOTE; \ \\
REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISNNG SIDEWALK AND CURB W GUTTER PER ••••• S �0.././ VAUL PR P 2 26 CONSTRUCTION.IF UNUSED SERVICE FOUND,IT WILL BE 'TEE 43Y ti L 3"RPZ
COG STD 418 501. B` \ T ABANDONED TO GOO STANDARDS. BFP G N TY MAP
MAINTAIN 4'SIDEWALK WIDTH CLEARANCE AROUND ALL ABOVE GROUND UTILITIES. \ IRE I ATP GS0-15 I"=2000'
DRIVEWAY NOTE / \ \ \ LEAD-FREE 3000 P51 LONG.
\ \ \. REMOVABLE BOLLARDS, 10
DRIVEWAY CONSTRUCTED PER COG STD 416 B DRIVEWAY GRADES MUST CONFORM TO COG •,� \ RPZ BFP 4'. Si
STD 416 A ///�'\ - ' �O_2 COG STD 416-A14/11 FOG <`
INSTAL!ANON NO1F ` - ••
t�\
PRIOR TO N HROUGH OF PUBLIC SIDEWALK AND/OR DRIVEWAYS WHICH ARE TO BE / / f� O,fY 3 A T \\ I PROP.KNOX 1.0
"� QO
PERMITTED THROUGH DEVELOPMENT SERVICES(BUILDING INSPECTIONS)CALL 336-272-2155. //\ \ G "'''•OO \� BOX PER
•
WHEN SIDEWALKS AND/OR DRIVEWAYS ARE READY FOR INSPECTION.CONTACT DEVELOPMENT // _�
SERVICES AT 336 373 2400 FOR ME ASSIGNMENT OF AN INSPECTOR. ^ \ �9 // /,��y'S P �\ GOO SIDS. Y\U
LIdTNG NnlES: \\ \\\ / \ / B'FF // uT / -4' �'/��� 0.... '1Z:\ \ PROP.HYD
C \/ p- ) G50 STD 101 LOCATION OF NATURAL
THIS DEVELOPMENT WILL COMPLY WITH THE OUTDOOR LIGHTING STANDARDS OF THE /./4'" // ...I.)!/ \ /
GREENSBORO LDO,INCLUDING THE 35 FOOT MAX POLE HEIGHT,THE REQUIREMNET �/o p,"// /A;E E� �tiy,\` ® \ \ GAS MAIN UNKNOWN.
FOR CUT-OFF FIXTURES,AND THE LIGHT TRESPASS REQUIREMENTS OF 30-9-6.6. • EX.SSMH 70. \2S,,, DM CONTRACTOR SHALL
TOP=804.56 . // �T / c z,,, ` �, 5\ \
wm min INBPFI ITONR lYHFRAL Nn + - \ - / //• ( /O7A•,_rs ,7� �.: • \� T-e LOCATE MAIN FOR TIE-IN, BDCA LDG
N
ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT \ 5 QP c 2Q,1 / ', 36:'/O,CIFw- .�\ .\ I
FROM THE BUILDING INSPECTIONS DEPARTMENT. \ \1 _ ( O{'°C� / //I /^ �` } t• '� ' "-I \
MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES p\�� ` /jy��y/ / / / �k.` \ , I=M CONNECTION
IN ACCORDANCE WI1H NCBC. • Id Ir\ �/ q e � ; 24.1' /'/\ k/ // . -C'/� \\\ , \ WATER CONNECTION INSET
ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON THE SITE �• I-N / \ �C�JJ // // v./ U I< `A�ell V "= O'
PLAN.IF NO OVERHEAD POWER LINES ARE INDICATED,THERE SHALL BE NONE WITHIN IU \\A��' ' // // k - / k/ I. i \ U \\
10 FEET OF THE PROPERTY LIMITS. I / "1111 .5/„� //• / � p\I\ /G \\ QI// I � : ` 4L4, AI, Ii \ ry)6 P Q U/FU� / 5 ' . / �/
v I N I , � \O k * O' P SITE NOTES:MO IW I O `_ /`/� // //���� / F, GONG.RAMP I. PARCEL><35836
AISLES SHALL NOT EXCEED 2%(1:48)IN ANY DIRECTION INCLUDING IN THE DIAGONAL. m I / ` / l' / . s}. h, / COG STD 413 / REFERENCES: DB b319,PG 1544
• rol I // ,`V \ / ICI /// , / '4Rp „Q (PARALLEL / PB 101,PG 5
THERE SHALL BE LEVEL TURNING AREAS WITH A MAXIMUM SLOPE OF 2%(1:48)IN _ n \ / O / / Q IFDGI \ \ \� 2. TOTAL AREA= 5.35 AG.
ANY DIRECTION INCLUDING IN THE DIAGONAL ON ALL SIDEWALKS WHERE AN T I to I / A, fe
2 ittw
\ 1 TO STREET) /
INTERSECTING SIDEWALK CONNECTS WITH IT.THERE SHALL BE NO DESIGNATED N // 01; � / / LEAD-FREE - �`;• (AFTER ROW
PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE,EXCEPT WHERE LABELED AS A I I T I- h / 20 �OA}�� � DGA IN BLDG / /:wv(3) ABAONDONMENT
RAMP,WHICH EXCEED A 5%(1:20)SLOPE IN THE DIRECTION OF TRAVEL AND A 2% m I- U L /4 b / 2 20 V NAT.GAS 6g 1 W TOTAL PROP BUA= 2.15 AG.(51.4%)
(1:48)CROSS SLOPE. AX ITI� $' O 0 / 0 //0 2 / GSO-4 METER 4 .2, \
N / N 2 U / TOTAL BLDG COVERAGE= 11.6%
ALL EXTERIOR PEDESTRIAN ROUTES SHALL A MINIMUM CLEAR WIDTH OF 48", IN IWN I 1 / Q h NO k/k MJ SERVICE / \� / 3. ZONING:
INCLUDING CLEARANCE BETWEEN RAILINGS WHERE PROVIDED,AND SHALL COMPLY X' N U)/ O S•V / C\ / // / , jam 32.0' / J{ / 0
WITH NCBC. �: ' 'O I �// B0 �/{/ 0 U20 PROPOSED WORSHIP CENTER / U/ // LOT SIZE= N/A
7J • Q C55 / /` GAS ` 15,400 SOFT(SPRINKLERED) / ' / SRO / / 5'S/W / LOT DEPTH= 100'
THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, P. / h'/l / / I LOT WIDTH= SO'
EXCEPT WHERE LABELED AS A RAMP,WHICH EXCEED A 5%(1:20)SLOPE IN THE CO 2'
// / FFE=834.50 / SETBACKS:
N / 1-STORY / //
DIRECTION OF TRAVEL AND A 2%(1:48)CROSS SLOPE. I I O /Q \ / pj F N / / GOO STD 418-A
^, / 4 g� PARAPET=28• /h Pk' aU/ // / STREET= IS'
ALL PEDESTRIAN ROUTES WITH SLOPES EXCEEDING 5%(1:20)ARE LABELED"RAMPS". // V) / ' ROOF PEAK=42.7' Y /
SHOWING SLOPES,AND SHALL HAVE LANDINGS DESIGNED TO PREVENT THE EX.SSMH I • Tr' /m •J!0 f,;,l SIDE/REAR= S'(ADJ.TO RM-5,RM-8,R-)
44:: 2-HR FIRE FF /�lYm OQ IrU DJ T' / O'/5'(ALL OTHER DISTRICTS)
ACCUMULATION OF WATER ON WALKING SURFACES AND WITH A MAXIMUM SLOPE OF 2 TOP=811.01 W / t//
/ / -/%(1:48)IN ANY DIRECTION INCLUDING THE DIAGONAL,AND COMPLY WITH NCBC. / O 4•O" WALLS 8 4 (72 tJ)// //_,/ i
RAMP RUNS WITH ARISE OF GREATER THAN 6 INCHES SHALL BE PROVIDED WITH 6"SERVICE-800.40 NP I 'O / DOORS • , /o�cY" Q 5 0 / /../ MAX BLDG HEIGHT= 50'(ADJ TO RES.DISTRICTS)
HANDRAILS ON BOTH SIDES. 10"IN=191.51 Y N L •E/ PROP. GAS ! / QUA 80'(ADJ TO OTHER DISTRICTS)
10"OUT=7411.16 W ray AY3y ‘G7,... '� PROP. V � 2
ALL EXTERIOR STAIRS AND LANDINGS SHALL BE DESIGNED TO PREVENT /l` P`r �y(L� / STAIRS ��O LOBBY FA- \ /ads J2k/ // /•••///// /
ACCUMULATION OF WATER ON WALKING SURFACES,HAVE A MAXIMUM SLOPE OF 2% I 1� �" „55 Y�� / \ 0 �O`� C/y (2. [(TV J, / / LOT SIZE= SOOO SOFT
(1:48)IN ANY DIRECTION INCLUDING THE DIAGONAL AND SHALL COMPLY WITH NCBC. U. I'',, / / 4 sN AV/ ADDITION S PTO R•�F( 7]• // U) l LOT WIDTH= SO'
�� I 6?- TyA @ A'F//y� @mac I 5' 9 // SETBAKGKS:
CHANGES OF ELEVATION OF LESS THAN 12 INCHES SHALL COMPLY WITH NCBC / "4 �� a • WHEEL •� \` \ �F \ //
SECTION 1003.5. I ` b' / / \ r/ \`/ \ VCp 4/ J STREET=
7 ��� i_ (SEED0. V it. -'l FRONT= 10
ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5 / 2 \� �* / - N / % SIDE= S'(EXCEPT THOROUGHFARE)
AFEET LIEPARAIN 50 FEET,AND TE BUILDING PERMIT LANDRETAINING
SGIS AL INSPECTIONS,A CUMULATIVE VERTICAL // / • •I+ _ d Ls s \� III\ \v// //s / // I \ ..' I'�=\, O O O CI'/,=j BREEZEF•'YIII am/• + ////O�' SIDAR= 20'
RELIEF,SHALL BE DESIGNED BY A REGRELIEF LESS THAN 5 FEET AND ISTEREDCLO DESIGN ER TO APROFESSIONAL,BUILDING AND E REQUIRE AL / _ 1 II /<�NQ , \\\ 1 / a// /// O I . \ ��, 5 '/CI-'� / -lry/l i / BUILDING GGTHORGOE RAGE= 4096/3 STORIES
((TLITY NnTF• IN ; G
PER COG RULES: IF ANY EXISING WATER AND/OR SEWER UTILITIES MUST BE / / { __ I II P ( / / // ry 1 I \ F\k * l /Q. l / I / HOLDEN RD.8 BRYAN BLVD.VISUAL CORRIDOR
RELOCATED OR ADJUSTED DURING CONSTRUCTION,UTILITY CONSTRUCTION PLANS = \ \ �60° L \I �I� \ FT / l / ,l•U• l / l i ` 4i . OVERLAY
MUST BE SUBMITTED TO THE COG ENGINEERING DIVISION FOR REVIEW AND APPROVAL Q'� I / 2 'Q N / / /� 4'
BEFORE CONSTRUCTION CAN PROCEED(336)373-2233. T�/ I / / PROP. • „-�\ �. • // / / T 4. WATERSHED:NORTH BUFFALO GREEK(GAPE FEAR),
WATER x slvlae NOTFs (�j('0 DRAINAGE }1.7-•
\�, I i I // // I I I� \ / / / !/"./�/ �/ / 0 WS V,NSW(NON WATER SUPPLY)
/ a5 0� / ESMT , `II I �I // '2.,-„„/ , / ,J' 1 /Ul 1 ,2/ l . „ 5. REQUIRE
ALL CONSTRUCTION SHALL BE TO COG NCDEQ STANDARDS. 0 I I I�\ \S / / -lJl l kl !�(��/l l REQUIRED`RELIGIOUS ASSEMBLY-1/20 SOFT SEATING
ALL ON-SITE WATER/SEWER IS PRIVATE AND SHALL BE MAINTAINED BY OWNER. I1� p l I \\\\\ D/ryV ` J I 5 / / I I / / / l W / S/ / Q AREA N MAIN WORSHIP AREA.
TERMINATE EXISING,UNUSED WATER/SEWER TO THE MAIN TO COG STANDARDS. I /II I '4ROV E O1� ,CD/ ^' / / I ,J '9 ((({{'I ..4' / / T /.2 /r / PROP.SEATING AREA=3,800 SOFT=190 REQ.
CLEANOUTS IN LOAD BEARING AREAS TO BE PER GSA-224(SEE DETAIL). IIt ml N0 SF g/5' `�` r\ I / / I / - / Jl / Qi SPACES
METER,BACKFLOW PRESENTER&ENCLOSURES TO COG STANDARDS. I �'x 8 O /'Z M II'' I / / A Il/ ' /
ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE / IML 1 V rl =X I�:� I // // / j��/.�/� �F( / / 'O EXISTING =96 SPACES(5 H/G,3 TO BE REMOVED)
PROVIDED. / ' Itn 'I - / 'm I / / I t`jIt /�,-, - G�p/ /u2 / / '� T _ PROPOSED=99 SPACES(3 H/G)
SERVICES THAT TIE INTO MANHOLES MUST DO SO AT THE SHELF UNLESS / �V / "�C -
/ /'/�\// �,`_� �. _-/ / Q F TOTAL= 192 SPACES(6 H/G SPACES)
MANHOLE IS GREATER THAN 10'.THEN USE RELINER INSIDE DROP. 11I� CV I U5x r . I I / / / / / u// LOCATION OF WATER MAIN
METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED AND PROVIDED TO O' / 1- �1 / `lam / / / / ' / LOCATION OF WATER MAIN ALONG
WATER RESOURCES. ITN I I �' �/ / • _ / / .r
THERE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT. //, ' / --{{N \0 I / r0: (A/; // /Q / BENJAMIN PARKWAY IS APPROXIMATE
METERS CANNOT BE LOCATED IN LOAD BEARING AREAS. / // \ / I lil I EX.ATHLETIC I / \ 'I I �' /^` - I _/ / /Q / / / O / PER COG AS-BUILTS.CONTRACTOR TO
MULTIPLE USERS CAN REQUIRE TANDEM BACKFLOW PRESENTERS. Im I FIELD .IL I I I o "'.' ' /F / / I ry VERIFY LOCATION DURING
TAPS ON WATER/SEWER LINES 16"OR LARGER MUST BE PERFORMED BY WATER r I I / 5.
\ \I I / / / / / / / / / CONSTRUCTION.
RESOURCES I EX.DRAINAGE,MAINTENANCE, -00\ 0 1 1.`, I / �\ � I I I I 35'R / / / - I P��
0 UTILITY ESMT(LOCATED \
PLUMBING PERMIT NOTICE: :l R� I I / �� / / TRCO TRAFFIC-RATED GLEANOUT
PLUMBING INSPECTION REQUIRED ON 2" SS'EAST OF GL GREEK) y I / \ / I
RPZ BFP,3'WATER SERVICE AND a' PB 101 PG$ / N I \ �I I I I / // PROP.DRIVEWAY FG FACE OF CURB
'p \ Cam\I / `I�`II\`IIS�I A / COG STD 4I6-B(416-A EP EDGE OF PAVEMENT
SEWER SERVICE.CALL 336-373-2155 I /
FOR PERMIT. �\ . I-� I / \\ \ \\ Yi FOR DIM GRADES) / GU K COPPER TYPE K
CONSTRUCTION INSPECTION O I v\ / / FFE{{{{{{ (SEE DETAIL SHEET 0I / GB CATCH BASIN
CONSTRUCTION INSPECTION REQUIRED FOR \\ , N I` / EXTEND P/MT TO \ FOR ISLAND DIMS) YI YARD INLET
6"WATER LINE.CALL 336-373-2377 TO \ CREATE CORRECT \\ �' T NB NYLOPLAST BASIN
SCHEDULE INSPECTOR. \\ / .L I I \ / PARKING SPACES
/ Z\ I I / . \ ' I / / /
FFE
E/E FINISHED ELEVATION
\ PROP.5'BRICK
\ f� RET.WALL
1 1 / (SEE DETAILS) zip POWER POLE
1\ / / HYDRANT
\ II N \ / -a / PROPERTY LINE
/ 1 I IO /F - - OVERHEAD POWER
I \ / I 0' / / /o- _�_ SANITARY SEWER
ID� / / �U / WATER MAIN
\, I I nI' / / /ry -T- TELEPHONE/COMMUNICATION
/ `/ \]]]```< 2/ .� DISTURBED AREA
I ) II / , / /H4 / O PROP.CANOPY TREE
/ \ II IIlki\
/ / / ® SIILGK LT FENCE
ET
/ / I / ® INLET PROTECTION
TCA Zg, l ����. TEMP.DIVERSION BERM
/ I aURER
/ II1r:.u_0I SKIMMER BASIN
\\� / I I / GONST.ENTRANCE
m l< I $ - - I- TGA=8,400 - - l
CS \ I I \ SOFT / SITE PLAN
/ SITE DEVELOPMENT PLAN
/ LANDSCAPE BUFFER YARD INVENTORY
„ ma's / PLANTING YARD TYPE LENGTH(FT) CANOPY TREES UNDERSTROY TREES SHRUBS KINGS'S CROSS CHURCH
o \\ \� - L\ NORTH 10'STREET 300 - 12 51 oT"""•a "KIND'S GROSS EXPANSION"
U - - - k EAST 10'STREET 350 - 14 60 �`',6• OARO4/',, 1411 BENJAMIN PARKWAY
/ .,O FSSi0 y'., MOREHEAD TOWNSHIP,GUILFORD COUNTY
6 / NORTHWEST 25'TYPE B 200 6 10 50 :2 hy� 9 GREENSBORO,NORTH CAROLINA,
U 6R TSTREET YARD O OVERHEAD POTWER LINES.DERSTORY TREES ARE BEING SUBS-II-FLED FOR CANOPY TREE GIVEN PROXIMITY 50727 DATE:2024-01-I6 I SCALE:I"=40' 0 20 40 al SHEET:2 OF 14
\ . 2
\ �cFWo 1 N.•yam-41" HUGH CREED ASSOCIATES, INC., P.A.
O \ 5 OD '";•.S O\.P,o° OWNER/DEVELOPER:
o $wW D� " IZ:.I KING'S CROSS CHURCH CONSULTING ENGINEERS & LAND SURVEYORS
1y 2' ,n/,//Q�/�--' OF GREENSBORO,INC.
o q/ }L / 1P.O. BOX END PHONE: [phone]
� 1411 BENJAMIN PKWY
0 o' GREENSBORO,/0:MR. NG 21408 1306 W. WENDOVER AVE. OR 336 275-8084
c/o:MR.Br BURKE GREENSBORO, N.C. 27408 FIRM LICENSE #C-0551
00_ro btokingscrossgso.com
oa< AUGUST,2024 TELE:336-288-21I0 E-MAIL: HCA®HUGHCREEDASSOCIATES.COM