NCC204841_NOT Closeout Documents_20240911

DRAWING INDEX
C NIL
P ROVIDENCE COMMONS AND C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.1 SITE PLAN
C2.2 SITE PLAN
BES T BOX DEVELOP MENT C2.3 ECO
C3.0-C3.1 EROSIONOSION CONTROL PLANS
C3.2 GRADING AND DRAINAGE PLAN
IF' �) HE _ C3.3 GRADING AND DRAINAGE PLAN
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C3.4 DRAINAGE PROFILES
C3.5 POND GRADING AND DRAINAGE PLAN
C4.1 UTILITY PLANS
UNION COUNTY, N C - C4.2 UTILITY
C5.1-05.6 DETAILS
NEAR WAXHAW
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4. A g 5925 CARNEGIE BOULEVARD, SUITE 200
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SITEMAP ;1 E.L. ROBINSON
SCALE:''`'S°
N mg ENGINEERING
1301 Gervais St.,Suite 450
Columbia,SC 29201
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PROJECT NUMBER 18 10 4 ,�� ®©o�pq www.elrobinsonengineering.com
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www.nc811.org �041
LOCATION MAP A No.G-2259
APPROVED '-", � b' �/ '� q ��ti;
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J '%_ F,r// -.__ '''T,k(\\\'\,-`A:,_+ w- Qa\�e a o %i, A / /l / SURVEYOR NOTES Z
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_ ��1 �� %/( vw My h \/ 1. ORIGINAL SURVEY PERFORMED BY YARBROUGH-WILLIAMS & Z v1
/ HOULE, INC., 730 WINDSOR OAK COURT, CHARLOTTE, NC 28273, M
i /'/%/ „� �\ ' I '+-n> \ __ Q - ;__ , ,Qv \ / 704.556.1990, CONTACT NAME: JOE WHALEY, [e-mail]. co— y O O'
I (/ ' } r ��'\ \ c\```, \\I `i' 1/ ''-_ ;--� `� " -Q,'�c'�0 -"''/, ere,�coog,, / \ \ / 2. SURVEY PROVIDED BY LAN DDESIGN, 223 NORTH GRAHAM STREET, Z Fj N O
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`, , `>1- `. \\ `OV \ e , ,-- $w -- '/ 4,".q / / CHARLOTTE, NC 28202 704.333.0325. /��w p.
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' ', \>�\`}�``, \`` \\`,-\ ��. -\___ � 0,$ O w / 3. PROGRESS SURVEY COMPLETED BY DRONE LIDAR SURVEY N
'`\'`'`` ``\\`1` ``\` , \ I I;E 11� \,�\ ( : _ �- �Q'AV ''"�'' Q~h 1110 - _- / PERFORMED BY EL ROBINSON ENGINEERING ON NOV. 26, 2021. .� en °'
' p�,, 4. PARCEL INFORMATION: TAX ID 06138017. CC__ - _. ,;--- _ _ \\```` `' I ri ,t� \4.,,`^ -- r '•\LO'�'D�o ,' '�oyoq, / / / TOTAL AC. = 16.35 Ac - ,ml
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I ' ` - -- '/ ; / ' ' / ;/ , I ; -', car, \ - t --_` - , �4--,P0 a ��
-,\ `> V•1 --` '% ! / / / I\ // I ry°Mm - -_-; ,, \-?\Yy �J ho Oro= -'/,. Q'q os�o y / \ 1. UTILITY LOCATIONS ARE APPROXIMATE, BASED ON LOCATION
\ `' \ _ , ( _ / , /;' ',, 1 , II I / ,%@,zf'o.d. _ _ - �`\`__'�- q. 0s& /c / Q' ' / \ OF ABOVE GROUND APPURTENANCES AND LOCATION OF PAINT
_ \'`+�'\ 11 1 --- ,,1 '' '1 1 ', / % ' I // t,'" _ _ 1V-_ __ . o y / t," y oo / \ MARKINGS BY UTILITY LOCATING COMPANY.
\ \ "N',\' / I ''/ ./ I \,-\ / o ®, ..r," 4. .., \. - `= 0,, ,c00'O ( 1 O / v'�. /� 2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO
`1 I -,,"'�.,`�,_,``�\‘,\,�-`� ; -- �1 � I / q _ / r ! I I °�°°'* ®'�_ -- _ -- �\ --___---_-q1,q �q^� / Q. O a wJ / \ SUBMITTING A BID AND/OR BEGINNING CONSTRUCTION. THE 111
,�\`` `,\,_\ 1\"'.\ `, I r^ -___``\,\ f, 7 / / / I i //✓ '\,,-',, s'\ `` �'`/(' '-``- '_-�,`- --_ _ -- OQ' Oo o~ / 4 o'Yo / ELEMENTS AS SHOWN ARE CONSIDERED APPROXIMATE, THIS
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\`` \;`\�`\,,,\` � ;\ ,\;d - p 1/ I 1 �' \ I a `•- �'--- I q / Q O / / INCLUDES UNDERGROUND UTILITY INFORMATION. THE
�\_ -_ \ �� , \ -7-2. -::`` { I \ \ _ __ ' _``4%'-\ w M��p'' / / N. CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING THE
____ � '``�` s `�> \`,1 - l _ - / 4'Q'q<\ • ENGINEER OR THE OWNER'S REPRESENTATIVE UPON
s" I; 17 1-s>> 1 J , - "- F:® o..t- - ../ --- - _f�`- = ' _ �� �" >\ DISCOVERY OF ANY TYPE OF DISCREPANCY. OII bZ',
\'-`1,='(i'l I I '''\\I \ \ I ; - ---_= '_ _.; --.to' _ _ \- ---��� ' \ 3. IN ORDER TO MORE ACCURATELY IDENTIFY THE LOCATIONS OF \ O ,
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`�` ,\�` _ /"`� - ^±S�_\ �'� `- - \-\`` --_ �'' 'Q. / EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL o =
x♦,, ♦♦♦♦♦ ,'-) I', ' I'' ''1 I -'�_- ��/ ` -, ''o-- 'ne:\- / `�' O v, �, \ BE RESPONSIBLE FOR CONTACTING THE LOCAL UTILITIES -< a-
♦♦♦♦♦♦♦♦ ♦•♦� %/ I 1 \' \'' %% \ 7,'�1;`1,�` ;?,;; - - __'�/' °A^; - -__ \?��.,, ti cr,p PROTECTION SERVICE AT LEAST TWO 2 WORKING DAYS - -
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♦t4�i♦ '�'-♦`t♦ ♦ ♦ �' \I \ / _ _ _ 'J.`' f�. �� Y�'- q 00 CONTACTED DIRECTLY. ,Y Fes;`
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♦ ♦♦♦♦ ♦ ♦ ♦ ♦ ♦ I:, %I'', --- = `7.0:`. / q to
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DEVELOPMENT SUMMARY :♦\ \\ MATCHU E SHEET C2.2 I I 1 II III ., "II ' , NO 1 E,S z VI
BEST BOX DEVELOPMENT AND PROVIDENCE COMMONS -�� / / / I I I , t 1+,oo �� -I O O
INFRASTRUCTURE. ♦ -� \ • / / / I I I 'Il 1. PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR Z ,--1
SHALL BE RESPONSIBLE FOR VERIFING THAT ALL REQUIRED PERMITS _ ,�M
/ / / I I 1 AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY N I)O O
PID#: 06138017A ♦♦ • / / / I I 1 AUTHORITIES. N Vp y
TOTAL PROJECT SIZE:2.78 ACRES(BEST BOX) ( • / / / I I I 2. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING UTILITIES Vpl N O N
ZONING: B-4(CZ) ♦- TA I` / / / STORM I I - 6 Z c.
-/----
Imo, I DURING CONSTRUCTION.ANY DAMAGE TO THESE UTILITIES SHALL BE III if
• -tJI _7' - / 1 I REPAIRED AT THE CONTRACTOR'S EXPENSE. U i.'
DEVELOPER: PROVIDENCE COMMONS,LLC *t
O 1+A7 / / 7 O WATER I I 1 z 1 m W rn..
OFF SITE) 5925 CARNEGIE BOULEVARD �' / / 0+00 I J - 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ,�M O
( SUITE 200 � / / / POND 1 1 I a W 1 AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEOZ �CCHARLOTTE,NC 28209 • / / / I 1 PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES (y-�• • / 1 i \ AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE •p•' OSTEPHEN ROSENBURGH ♦ / / STORM I I INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR N N.fl
[e-mail] / / / WATER I I COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY '�i .--i O
[phone] • / / / POND 1 I 0 /� COMPANY AT LEAST 48 HOURS BEFORE ANY TRENCHING OR ■v (��,
AND -� 1 / / I I 1 ✓' a EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.FOR J a
/ I L�, ASSISTANCE WITH FIELD LOCATION OF EXISTING UTILITIES THE Z M
• 1 \ - I I I 1 CONTRACTOR CAN CONTACT PUPS AT 1-888-721-7877. `-'
(ON-SITE) BESTBOX STORAGE _-_ ILI I
-
MATTGARAVAGLIA �/ \\ \\ \ ----------- I I W 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL W
j' y 42 ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.ADDITIONALLY,THE
PRINCIPAL ,L •AOF \ \ \---------------- 1 I 0- ;I CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE
222 S CENTRAL AVENUE CB-11 \ \ I I 25.9' EFFORT TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS.THE
SUITE 500,ST.LOUIS,MO 63105 RIM:584.75 \ \ 1 0 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN
636.578.3031 INV IN:577.26 18" I o ��// ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION
1111
[e-mail] INV IN:576.96 24" \\ \\ NEW 6' I I-�•I TO THE ILLUSTRATED DESIGN.
INV OUT:577.27 18" \ \ SIDEWALK / / �I 5. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES,THE
\ \ TIE TO EXISTING _-------- // GENERAL PUBLIC,AND ALL OTHER FACILITIES.SHOULD DAMAGES
LAND OWNERS: BEST BOX WAXHAW NC PROVIDENCE LLC OCCUR,CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY
\ \ SIDEWALK --------- / I THE MANAGER/OWNER.CONTRACTOR IS FINANCIALLY RESPONSIBLE
(ON-SITE) 3713 S.PROVIDENCE ROAD ---- i „
\ - CB-25 - - FOR ALL REPAIRS,AND REPAIRS ARE TO BE PERFORMED TO THE
WAXHAW,NC 28173 --- „�N011 I_d'
\ RIM:581.62 - __- DEVELOPER'S APPROVAL. V
TRACT B \\ INV OUT:577.36 24" ----------- �F p%
SAME CONTACT AS ON-SITE DEVELOPER - 6. THE CONTRACTOR SHALL UTILIZE SIGNS,BARRICADES.FLAGMEN,OR y
_____ __ ---- I--I GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR =� - a=
ENGINEER: E.L.ROBINSON ENGINEERING INLET INSTALLED AND AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. _ -
1301 GERVAIS ST.,SUITE 450 3.29 APPRO:ED UNDER PEP BOYS LT-A ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT 'r z. . o`
COLUMBIA,SC 29201 576.85 18" APPROVAL ADA RAMP U d ,.;"'� 1�,SPECIFICATIONS. p� I
\
803-400-6031 DAVID BRANDES T:5876.35624" - - - 8. THECONTRACTORSHALLMAINTAINTHESITEINA MANNERSOTHAT CERl\\�[e-mail] PL PL PL IPL CROSSWALK .1 `.. OwoRKMEN AND Pu6uc SHALL BE PROTECTED FROM INJURY. ,,, e
�' 9. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF
PROPERTY ADDRESS: 3713 S.PROVIDENCE ROAD le
o �� 4g'... �: EASEMENTS ununEs AND RIGHT-OF-wgvs,PUBUC OR PRIVATE, ��°PS�911,WAXHAW,NC 28173 _ - - - s- 1wy PRIOR TO WORKING IN THESE AREAS. \� %,OO O '9 rin O OI 10.CONTRACTOR TO BERESPONSIBLE FOR SECURING THE SITE PRIOR TO - oWATER: UNION COUNTYSUBSTANTIALCOMPLETIONOF THEPROJECT. REPAIRS,RESULTINGFROM •'' ,a(S)'
N VANDALISM,TO BE AT HIS OWN EXPENSE. B U "
SEWER: PRIVATE SEPTIC I RIM:587.96 50' ACCESS EASEMENT U-1 20' SIDE BLDG. I Y\
INV IN:577.50 18" SETBACK :,dI� ,
LOT: 2.78AC. I INV OUT:577.50 18" ` �,,N OP\,.,
MAX.HEIGHT: 26' 77, �� W r nlnn
START: FEBRUARY 1,2024 �./
COMPLETE: FEBRUARY 1,2025 �II I W
ADA RAMP ~TOTAL DISTURBED 2.78 AC.AREA: Cf)
BUILDING SIZE: 2-STORY(26')98,088 SF rillik\
111111�.. II SITE LAYOUT NOTES Z
OMIT CURB AND 13 / r \ �'7j
MINIMUM LOT SIZE: NO MINIMUM r GUTTER FOR III. U 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL R
MINIMUM WIDTH: NO MINIMUM FUTURE t7d \;;;� I WORK AS ILLUSTRATED ON PLANS.IF EXISTING CONDITIONS DIFFER I�--II
3 DRIVEWAY FROM THOSE ILLUSTRATED ON PLANS,NOTIFY THE ENGINEER O
MINIMUM SETBACKS: at, 1 0 4 PRIOR TO CONSTRUCTION. ¢p'y
STREET 40 FEET 16- / 2. ALL DIMENSIONS AND RADIUS LENGTHS ARE TO THE FACE OF O O El C..)
SIDE 20 FEET CURB OR FACE OF BUILDING,UNLESS SHOWN OTHERWISE. U Z
REAR 40 FEET 3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO W Pi
THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH A-I O
REQUIRED PARKING:98,088/5,000 SF+1 PER EMPLOYEE=21 WORK. z
PROVIDED PARKING 21 SPACES I 100 2' 4. ALL PROJECT STAKEOUT SHALL BE PERFORMED BY A REGISTERED
- - - - - TIE TO CURB AND GUTTER AND { ' LAND SURVEYOR TO BE PAID BY THE CONTRACTOR. FOR .9 rT, U I-
-' --- - - - - - - - -- STAKEOUT,DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS GH )i)
TRASH DISPOSAL: PAVEMENT APPROVED AND SHOWN ON THE DRAWINGS. REFER TO GIVEN DIMENSIONS,SYMBOL €
96 GALLON ROLL-OUT CONTAINERS ,II INSTALLED UNDER 20160501 PEP LEGEND,KEYNOTES,AND REFERENCED DETAILS FOR CORRECT A O
BOYS MAJOR SUBDIVISION STAKEOUT. W
LIGHTING: r 30' ,g C) U
ALL OUTDOOR LIGHTING VIA WALL PACKS ,II 50' ACCESS I 5. CONTRACTOR SHALL REFER TO SURVEY INFORMATION FOR v O [E�� �Z+
EASEMENT MONUMENTS. THE CONTRACTOR SHALL ESTABLISH A TEMPORARY E. F+••I ✓✓O O
SUBJECT TO SUP APPROVAL AND CONDITIONS OF APPROVAL AS (PRIVATE ROAD) OPERATIONSN THE FIELD WHICH WILL BE MAINTAINED FOR LAYOUT . Hry
WELL AS THE ORIGINAL ZONING SUP FOR B4(CZ)CONDITIONS. ,II CB-14 5D, III ' .6 Q•1 0 a g
CB-13 RIM:591.76 lin
A--21.02'
THIS SITE PLAN WILL FULLY COMPLY WITH ALL PROVISIONS OF RIM:589.73 INV IN:578.07 18" r r�i-r r•w Try
73
THE UNION COUNTY DEVELOPMENT ORDINANCE,THE WAXHAW INV IN:577.84 18" INV OUT:578.07 18" LEGEND D =
NIXON CONDITIONAL REZONING,AND THE SUP. INV OUT:577.84 18" r N =NOTES: I� r1. THOUGH IT MAY NOT BE ILLUSTRATED,SHOWN, X X X PROPOSED FENCE
LISTED,DENOTED,OR EXPRESSED THIS PLANSHALL COMPLY WITH ALL PROVISIONS OF THE 9'-I / EXISTING CURB & GUTTER
S 7 PROPOSED CURB & GUTTER
UNION COUNTY LAND DEVELOPMENT ORDINANCE INEFFECT AT TIME OF REVIEW AND APPROVAL. I2. SUCHING LOT ERRFAPR SHALL BE MAINTAINED INr �SUCH A MANNER TO PREVENT,REPAIR,ORPROPOSED BUILDING
REPLACE DETERIORATED SURFACE MATERIAL,POTI HOLES,AND MAJOR CRACKING OFIMPERVIOUS/PERVIOUS SURFACE MATERIAL AND PROPOSED HEAVY DUTY
•--X .e : a.. . . . . BUILDING IASPHALT PAVEMENT
3. PLAN WILL FULLY COMPLY WITH ALL CONDITIONS SETBACK
OF THE SPECIAL USE PERMIT(2022-SUP-03)AND27THE APPROVED CONDITIONS FOR B-4 CZPROPOSED LIGHT DUTY
CONDITIONAL ZONING.SEE SHEET C2.3 FOR LIST OF Li
,\ ASPHALT PAVEMENT
CONDITIONS. 0 o
THE UNION COUNTY CODES. \ - :2
5. ORIGINAL SURVEY PERFORMED BY • PROPOSED CONCRETE6
YARBROUGH-WILLIAMS 8 NEW 6'HOULE,INC.,730 WINDSOR OAK COURT, r SIDEWALK
CHARLOTTE,NC 28273,704.556.1990,CONTACT TIE TO EXISTING s
NAME:JOE WHALEY,[e-mail]. SIDEWALK Ir �.6. SURVEY PROVIDED BY LANDDESIGN,223 NORTH s ,, eGRAHAM STREET,CHARLOTTE,NC 28202, °0 - r r704.333.0325. g 6 g,, QtoMago7. PROGRESS SURVEY COMPLETED BY DRONE LIDARoSURVEY PERFORMED BY EL ROBINSON 04 = II r _ENGINEERING ON NOV.26,2021. N17?is S77"�,t '-` 1 •. `�8. ICB-15
CB-2- EXISTING 60' CROSSWALKRIM:5:579. •RIM:595..• INv w:579.10 1a" R/W FOR ADA RAMP /PiSINV OUT:580.s� INv w:s79.3t ts'• PROVIDENCE �, ADA RAMP
INV OUT:579.00 18" ROAD _ _ _ _ _ 0Po
•sti RESERVED 100' , °:- N, MOWs - - �-.y - - - -_
71
R/W FOR v
PROVIDENCE u .. o, o.s oaz 6°= W ��_ / - � . V]
.� ` `ROADA -.ICY.' rt1GT �(.A IA.k.- - �C+� F
GC UGC UGC
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Id-m- -iJ •dm-- -mldm -10 -it i1 ad • - _ _ _ _ - _ - -- --- - - _ - _ - Drawing No.
0
S. PROVIDENCE RD (NCDOT) 2u D Scae2n� 40 60 C2.1
/ U. ' - �� 0

v ��K Re0„ ,♦♦ / / NOTES c9
Oqk / O c p
1. PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR Z W
SHALL BE RESPONSIBLE FOR VERIFING THAT ALL REQUIRED PERMITS _ ,�~
♦• AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY N y 0 0
wH/4" \ SHE-��R2" { RED" AUTHORITIES. �J CI"p 6)
ASV- \ NlOkO AR Q .
♦` / / 2. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXIST NG UT LIT ES ` ;1 N O u
N \ Ry •
1, J ♦-��� / / / DURING CONSTRUCTION.ANY DAMAGE TO THESE UTILITIES SHALL BE LLI O G
\ \ �I RED REPAIRED AT THE CONTRACTOR'S EXPENSE. M ILI W M
0 ` / 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION O Q
\ R qk ♦ / / AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE '�O
\ /4 ♦ / PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES Z .��'
\ FO AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE y
O4K NFORMA ON IS NOT TO BE RELIED ON AS BEING EXACT OR c7
\ '�/ f 1 J2" ♦ / / COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY 'R p
\ `ICJ RFD •♦ / COMPANY AT LEAST 48 HOURS BEFORE ANY TRENCHING OR ■v (� C
\ 7,�':'y�}, 0 EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.FOR ' O P.
\ `� l2" qK ` ASSISTANCE WITH FIELD LOCATION OF EXISTING UTILITIES THE -Z M
RFD ♦ / / CONTRACTOR CAN CONTACT PUPS AT 1-888-721-7877. W Z `-'
O'9K ,�"y., �y�♦ / / 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL
\ ,,1 2" 7``f:Jl fu!/� J ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.ADDITIONALLY,THE
RFD R / CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE
\ Oq ,�'}� J Jq" FD ♦ 1 / EFFORT TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS.THE
\ K <Jl 2" R OAK •♦ / CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN
\ qE0 Oq t) J2" ` / TO
THE TILLUSTRATED DESIGN.
WOULD NECESSITATE MODIFICATION
Ell
\ \ K DgFO ♦ /
K ♦` / 5. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES,THE
\ GENERAL PUBLIC,AND ALL OTHER FACILITIES.SHOULD DAMAGES
\ 20„ OCCUR,CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY
THE MANAGER/OWNER.CONTRACTOR IS FINANCIALLY RESPONSIBLE
0,1
F0 ♦♦ / FOR ALL REPAIRS,AND REPAIRS ARE TO BE PERFORMED TO THE ��` NOI.(
Jon\ qK • DEVELOPER'S APPROVAL. F bj�'%
0,1
FO \ \ `- ( / 6. THE CONTRACTOR SHALL UTILIZE SIGNS,BARRICADES,FLAGMEN,OR \� - day
qk GUARDS AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR =� <_
\ AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. -�
/2 7. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT ✓
\ \ \ J RE� `♦♦ / / SPECIFICATIONS. dot, E2 ..4��
w G,
\ 2" 0 8. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT CERZ�
\ RFD ql( ` / / WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. `�
0 9. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF
\ Li,* l4 ♦♦ EASEMENTS,UTILITIES AND RIGHT-OF-WAYS,PUBLIC OR PRIVATE, 11
\ \ OAK F0 �f / PRIOR TO WORKING IN THESE AREAS. ��`�P SJ�O'i
\ ,�'y�, J4 ♦ 10.CONTRACTOR TO BE RESPONSIBLE FOR SECURING THE SITE PRIOR TO p �'Ia�
SUBSTANTIAL COMPLETION OF THE PROJECT. REPAIRS,RESULTING FROM _ —/Y`o
♦ •.-.�_!. _ \ ��-�yy /4" O FO ♦ / VANDALISM,TO BE AT HIS OWN EXPENSE.
. • AIN! �f RFO qk
/ oN 0P
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• \1,1" Oqk OAK r;.6 1.7 n*♦`/ L
it: . \ YeNOw OAlc ♦♦ / �-
F
• • \ \ \ qk» •
` / S ITE LAYOUT NOTES � <
♦,, • J 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL
♦ \ 2 J WORK AS ILLUSTRATED ON PLANS.IF EXISTING CONDITIONS DIFFER
• REO CFO RFD ♦ PFROM RIOR TO SE ILLUSTRATED ON PLANS,NOTIFY THE ENGINEER O
• qP�F \ \ ,g"}.,k Oqk RJ2 2. ALL DIMENSIONS AND RADIUS LENGTHS ARE TO THE FACE OF 0 O ¢C.,))
♦ \ 7".GXI) 0 �-♦ CURB OR FACE OF BUILDING,UNLESS SHOWN OTHERWISE. .Z
\ 0 K 7,y''�}.,j 3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO rU 0
4.;''
`�� /¢ THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH W A-I Q
CFO WORK. U z
♦ ' \ 2¢" K 4. ALL PROJECT STAKEOUT SHALL BE PERFORMED BY A REGISTERED I--I 0
1l \ f`!I RFD LAND SURVEYOR TO BE PAID BY THE CONTRACTOR. FOR .9 0 C�
" J 0 STAKEOUT,DO NOT RELY SOLELY ON THE PHYSICAL SCALE AS € �'-1 (S)
Cr4� . SHOWN ON THE DRAWINGS. REFER TO GIVEN DIMENSIONS,SYMBOL s r-I U a
V1 \ 20" LEGEND,KEYNOTES,AND REFERENCED DETAILS FOR CORRECT 5 I--I Li Q
\ \ 7':/O FD STAKEOUT.
U U
S0 ACCESS 'r`O/-I \`•G> q/( 5. CON TRACTOR SHALL REFER TO SURVEY INFORMATION FOR • O Ci 8
♦ EASEMENT \ MONUMENTS. THE CONTRACTOR SHALL ESTABLISH A TEMPORARY E. EWE' ✓✓Q
PRIVATE ROAD \ \ MONUMENT IN THE FIELD WHICH WILL BE MAINTAINED FOR LAYOUT - O
♦ Nr
\ 1 I''''
OPERATIONS. 6 r _O
..:
\ F+,Y
• LEGEN
D =
\ c X X X PROPOSED FENCE ❑ „
I. AC\ Y+1 THIS PLAN SET INCLUDES-
MM T� PAVEMENT AND CURB AND / EXISTING CURB & GUTTER
•
Fil GUTTER TO THE PL, ONSITE
BEST BOX COMPLETES THE S 7 PROPOSED CURB & GUTTER
'0[\ i/ WORK ON THE PROPERTY
�I Q PROPOSED BUILDING
• i----� Mil O
-------
WIPRAP/ \\ PROPOSED HEAVY DUTY/s.
\ / / .\ � PROPOSED LIGHT DUTY
\ / // \ �\
ASPHALT PAVEMENT
\ \
/ // \.OUENDT WIDTH -WIDTH - 17 FT ` G�FpRXV ^ ° PROPOSED CONCRETE & i
X \ LENGTH - 14 FT >a, P � ,/
\ 4 \\ /• / / //\\ ODD 0.75 FT,\ y
\ / / // \\ �\ \ \ i°[
\ ZY
/
• • / /
\ \ \ r r r
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���\ / �\� ��\ CROSSWALK /�
\\ • / / / FOREBAY \\ \\ `\\ 1,
•
-� �/-\\ • / / \\\ \\\ \I CROSSWALK ADA RAMP �.. y.
\ / \
+ + v� / / / FOREBAY // / ��)
t00� '/� ,/ / / / Z\� / /ADA RAMP ` a NEW 6' Po
♦♦♦♦♦♦♦ \ \\ i / / / ilti
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♦ ♦ ♦ / / / NEW 6'�/ / `.,`" TIDEWOALEXISTING .•
♦.♦♦♦♦♦♦\ \� ♦ , / / SIDEWALK / '' /�•
SIDEWALKV]
��� �� �- A ♦ / / / E TO EXISTING / / •24
\ / / i � SIDEWALK / / ':.0� Drawkx
'`;'•.♦♦♦♦♦♦ DL +\ ; / / / ° '` / / 7 , te 11 I 1 1," W# -•1-
♦ / •41%. No.
's itwi"ip r i r..11;1,1 I 1.1).‘,:..I I I I 14,„0 171 0 I 1; -/- -/- --/-\
/
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�v MATCHLINE SHEET C2.2I I 1+00 rr.„ Art:s., . : ;
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1"=20'

WAXHAW-NIXON CONDITIONAL REZONING DEVELOPMENT STANDARDS & CONDITIONS (CZ-2017-001) 2. Building shall not exceed two (2) stories.
3. The following uses are permitted by right in the subject zoning district for retail subject to compliance with any supplemental regulations as identified Z
Site Development Data: in the Ordinance and with all other applicable regulations of the ordinance. O Z Ct
Acreage: ±27.50 Acres a. Animal Services: Grooming or Training, Supplies, and Veterinary .1- M t)D
Tax Parcel: 06138017 b. Commercial Services: Building and Maintenance, Business Support, Communication, Consumer Maintenance and Repair, Personal Improvement, Research, Ca- Y O O
•
Existing Zoning: R-40 Studio or Instructional
Proposed Zoning: B-4 (CZ) c. Day Care Center Z •' ONi� at
Proposed Uses: Uses permitted by right and with special use approval together with accessory uses, as allowed in the B-4 zoning district per Table d. Eating Establishment Cl)N C.[y
25-1 of the Union County Development Ordinance. e. Financial Service: Bank, Savings and Loan, Credit Union III "U dq
Maximum Gross Square Feet of Development: ±199,000 square feet of gross floor area of office, retail, restaurant, personal services, and other f. Retail Sales m W
commercial uses (as more specifically described below). D. Development Area C Design Guidelines: O •�
Minimum Lot Size: No minimum 1. Freestanding retail use shall be limited to one building (with or without a drive-through) that does not exceed 6,000 square feet. Z ,.pp a
Minimum Width: No minimum 2. Building shall not exceed two (2) stories. • E
Minimum Setbacks: 3. The following uses are permitted by right in the subject zoning district for retail subject to compliance with any supplemental regulations as identified IE- C� O"2
A. Street 40 Feet in the Ordinance and with all other applicable regulations of the ordinance. '. p O,7
B. Side 20 Feet a. Animal Services: Grooming or Training, Supplies, and Veterinary �� oU,� a�
C. Rear 40 Feet b. Commercial Services: Building and Maintenance, Business Support, Communication, Consumer Maintenance and Repair, Personal Improvement, Research, J Z r+'i a g
Maximum Building Height: 50 Feet Studio or Instructional • .--�
Parking: As required by the Ordinance for the B-4 Zoning District c. Day Care Center W w
A. Eating Establishment 1 space per 100 square feet d. Eating Establishment
B. Office 1 space per 300 square feet e. Financial Service: Bank, Savings and Loan, Credit Union
C. Retail 1 space per 400 square feet f. Retail Sales Ell
I. General Provisions E. Development Area D Design Guidelines:
A. Site Description. These Development Conditions and the Technical Data Sheet form the rezoning plan (hereafter collectively referred to as the 1. Freestanding retail use shall be limited to one building (with or without a drive-through) that does not exceed 6,000 square feet.
"Rezoning Plan") associated with the Rezoning Petition filed by US Developments, LLC ("Petitioner") to accommodate development of a mixed use 2. Building shall not exceed two (2) stories.
commercial center on an approximately 27.50 acre site located along the eastern side of Highway 16 in Union County between Ski Trail Lane and Rustic 3. The following uses are permitted by right in the subject zoning district for retail subject to compliance with any supplemental regulations as identified
Oak Boulevard north of the Town Center of Waxhaw (the "Site). in the Ordinance and with all other applicable regulations of the ordinance.
1. Zoning District/Ordinance. Development of the Site will be governed by the Rezoning Plan as well as the applicable provisions of the Union County a. Animal Services: Grooming or Training, Supplies, and Veterinary
Development Ordinance ("the Ordinance"). Unless the Rezoning Plan establishes more stringent standards, the regulations ations established under the Ordinance b. Commercial Services: Building and Maintenance, Business Support, Communication, Consumer Maintenance and Repair, Personal Improvement, Research, �i
for the B-4 zoning clasification shall overn all development taking place on Site. 9 g Studio or Instructional \.P N01.(bZ�.,
2. Conceptual Master Plan. The Technical Data Sheet is also accompanied by a Conceptual Master Plan. Petitioner shall develop the Site in a manner c. Day Care Center �� :or;y,
enerall consistent with the Conceptual Master Plan, with the understandingthat the configurations, placements and sizes of buildings, parkingareas d. Eating Establishment z:CV r-
9 Y P 9 9 -� a-
ond open spaces may be altered or modified as long as the ultimate design is consistent with the spirit and intent of the Conceptual Master Plan. The e. Financial Service: Bank, Savings and Loan, Credit Union - - -
f. Hotel
configurations, placements, number and sizes of the buildings and treatment of open space areas depicted on the Conceptual Master Plan are conceptual =y - o=
in nature and therefore are subject to refinements aspart of the total designprocess. Theymay, therefore, be altered or modified duringdesign g. Retail Sales ;✓d
9 9 p wwzi. Trade Schooldevelopment and construction document phases so long as the maximum building envelope line and intensity limitations established on the Technical Data :'� �:Sheet are not violated and the proposed alterations and modifications do not exceed the parameters established under these Development Conditions andF. Development Area E Design Guidelines: , CERl�
under the Ordinance for the B-4 District. 1. Freestanding retail uses shall be limited to one building that does not exceed 6,000 square feet. oily
3. Five Year Vested Rights. Pursuant to the provisions of Section 80.020 of the Ordinance and N.C.G.S. 153A-344.1, due to the master planned scale of 2. Building shall not exceed two (2) stories.
the development and/or redevelopment, the level of investment, the timing of development and/or redevelopment and certain infrastructure 3. The following uses are permitted by right in the subject zoning district for retail subject to compliance with any supplemental regulations as identified ii E
in the Ordinance and with all other applicable regulations of the ordinance. S�''' m
improvements, economic cycles and market conditions, this Petition includes vesting of the approved Rezoning Plan for a five (5) year period. a. Animal Services: Grooming or Training, Supplies, and Veterinary \�P �'6�
4. Large retail cannot exceed 5 spaces per 1,000 square feet. b. Commercial Services: Building and Maintenance, Business Support, Communication, Consumer Maintenance and Repair, Personal Improvement, Research, Soy (%=
5. The final development of the site shall fully comply with all landscape, lighting, and parking requirements per the Union County Development Ordinance. - �_Iro
6. Development areas A, B, C, and D may incorporate a drive-thru in the final design not withstanding other development conditions. Studio or Instructional _�
7. All parking spaces shall be designed to a minimum dimension of 9 feet in width by 19 feet in length. c. Day Care Center _ Y\
d. Eating Establishment ;y
8. All buildings 25,000 square feet or larger are required to provide loading spaces. or' A
e. Financial Service: Bank, Savings and Loan, Credit Union d t.
9. All proposed signage shall be permitted separately. f. Hotel �N r pP\,.-`'
10. Petitioner will comply with any off-site improvements as required by NCDOT. g. Office .i ,i
11. Install 6' sidewalk along entire frontage/crosswalks as applicable at intersections. h. Retail Sales III
12. Establish an enhanced Class C Buffer abutting all boundary with existing residential utilizing additional evergreen plantings. I. Trade School r
13. Conform to architectural theme, appearance and quality of existing development at Cuthberson Road/Providence Road/Kensington Road Intersection. G. Development Area F Design Guidelines: �•l
14. Erosion Control and Storm Water Management will follow the more stringent measures between Union County and Waxhaw as determined by Union 1. Freestanding retail uses shall be limited to one building that does not exceed 75,000 square feet. I .
County Storm water staff. 2. Building shall not exceed two (2) stories. I-. r^
15. Install mast arm poles for the traffic signal at the entrance to the development. 3. The following use is permitted by right in the subject zoning district.
II. Permitted Uses a. Discount Club
H. Development Area G Design Guidelines:
A. The RezoningPlan sets forth seven (6) development areas as generallydepicted on the Technical Data Sheet as Development Areas A, B, C, D E, ��jj
P P P1. Freestanding office uses shall be limited to three buildings that do not exceed 92,000 square feet. O F_7 ¢,
and F (each a "Development Area" and collectively as the "Development Areas"). 2. Building shall not exceed three (3) stories. W
B. Subject to the restrictions, limitations, and transfer/conversion rights listed below, the principal buildings constructed within the Development Areas A, 3. The following uses are permitted by right in the subject zoning district for retail and office subject to compliance with any supplemental regulations
B, C, D, E, and F on the Site may be developed with up to 199,000 square feet of gross floor area of commercial non-residential uses permitted by as identified in the Ordinance and with all other applicable regulations of the ordinance. p
right and special use approval, along with any accessory uses allowed in the B-4 Zoning District. a. Office /-� Gz
C. For purposes of the development limitations set forth in these Development Conditions (the term "gross floor area" or "GFA" shall mean and refer to V. Parking Areas, Access and Circulation Design Guidelines
the sum of the gross horizontal areas of each floor of a principal building on the Site measured from the outside of the exterior walls or from the A. Screening of cars will be accomplished primarily through the use of landscaping. O O cr U
center line of party walls: provided, however, such term shall exclude any surface or structured parking facilities, areas used for building and equipment B. OFF-SITE loading docks and waste areas shall be separated and/or screened from view at ground level from primary building entrances and from the U Ky.. Z
access (such as stairs, elevator shafts, vestibules, roof top equipment rooms and maintenance crawl spaces), all loading dock areas (open or enclosed), public right of way. W 0 p4
outdoor coolers and outdoor dining areas whether on the roof of the building(s) or at street level (parking for outdoor dining areas will be provided as C. Parking, loading, and other requirements for each permitted use and platted lot will be in accordance with the requirements of Article 45 of the r) a Q
required by the Ordinance or these development standards). Ordinance. i z
D. The total square feet of gross floor area devoted to office uses and other commercial uses such as retail, restaurant and personal service uses shall VI. Pedestrian Access and Circulation Design Guidelines g 0
be interchangeable provided that: A. Along the Site's internal streets, the Petitioner will provide a sidewalk and a cross-walk network that links the buildings, parking areas and areas of .s U
1. the total square feet of gross floor area of all such office and other commercial uses does not exceed 199,000 square feet of gross floor area; interest on the Site with one another by way of links to sidewalks along the abutting public and private streets and/or pedestrian features. Street trees € irk-T�-,I W
2. the total square feet of gross floor area of all office uses does not exceed 92,000 square feet of gross floor area; will also be provided within planting strips along the Site's internal public and private streets. 5 I--I U 3. the total square feet of gross floor area for non-office commercial uses such as retail, restaurant and personal service uses shall not exceed B. Walkways through plazas or publicly accessible open space areas will be at least six (6) feet in width and shall be appropriately designed for the ;<j V) o U
107,000 square feet of gross floor area in purposes of these Development Standards (Personal Service uses are defined as uses that primarily provide or intended use and type of open space in which they are located. 8 O I z
sell a service to customers versus the selling of goods. A personal service use may also sell products or merchandise but the sale of products and C. Where walkways occur along building walls, a walkway of at least six (6) feet must be maintained clear of door swings, shopping cart storage, and
merchandise is typically ancillary. Examples of Personal Service uses include but are not limited to: beauty salons and barber shops, spas, yoga and temporary trash or similar impediments. F ,,/ O O
exercise studios, nail salons, massage shops, martial art training studios, laundries and dry cleaning establishments, locksmiths, and alike). VII. Landscaping, Screening and Lighting '6 rly O a g
4. Office uses may exceed the limitations described in Paragraph 2.d.2. and non-office commercial uses may exceed the limitations described in A. Landscaping, Screening, and Lighting will be provided in accordance with Article 55 of the Ordinance.
Paragraph 2.d.3. up to an amount not to exceed 10%of the stated amounts by converting office uses into non-office uses such as retail, restaurant VIII. Signage
and personal services at a ratio of 1 square foot of gross floor area of office uses for every 1 square foot area of such non-office uses so converted A. A proposed project signage package shall be provided for approval by the County. All signs shall meet the requirements of Article 50 of the
and vice-versa. Ordinance. a e
E. Subject to the limitations set forth below, up to (2) uses with accessory drive-through windows may be developed within Development Areas A, B, C, IX. Improvements
and D, subject to the following restrictions and the design guidelines set forth in Section IV below: A. The developer will be responsible for installation of required streets, utilities, common areas, open space, and storm drainage which pertain specifically
1. No more than two (2) restaurants with accessory drive-through windows may be located within Development Areas A, B, C, and D. to the project.
2. One (1) bank/financial institution with accessory drive-through windows may be located within Development Area A, B, C, and D. X. Amendments to the Rezoning Plan
3. One (1) retail pharmacy with accessory drive-through windows may be located within Development Area A, B, C, and D. A. Future Amendments to the Rezoning Plan may be applied for by the Owner or Owners of the applicable Development Area portion of the Site affected
III. Transportation by such amendment in accordance with the provisions herein and of Article 80 of the Ordinance.
A. All public roadway improvements will be subject to the standards and criteria of NCDOT. It is understood that such improvements may be undertaken XI. Binding Effect of the Development Conditions Document
by the Petitioner on its own or conjunction with other development or roadway projects taking place within the Highway 16 Corridor, by way of a A. If this Rezoning Petition is approved, all conditions applicable to the development of the Site imposed under the Rezoning Plan will, unless amended in
private/public partnership effort or other public sector project support. the manner provided herein and under the Ordinance, be binding upon and inure to the benefit of the petitioner and subsequent owners of the Site and
B. Petitioner will comply with any off-site improvements as required by NCDOT. Development Areas, as applicable, and their respective heirs, devisees, personal representatives, successors in inter
C. Access and Internal Street:
7. Primary access to the Site will be from Highway 16 (South Providence Road) at the existing intersection with Kingston Drive. This primary access will
be a full movement intersection with future signalization. p
8. Secondary access to the Site will be from Highway 16 (South Providence Road) south of the existing intersection with Kingston Drive. This secondary
access will be a movement intersection.
9. A proposed street connection to adjoining properties along the northern and southern property boundary of the site shall be provided at the locations 8
specified on the Technical Data Sheet in order to ensure that connections align with existing stub streets or proposed streets on adjoining properties.
10. The Petitioner reserves the right to request the installation of pavers and/or stamped or colored asphalt within the Site's public streets in order to m o
designate and define pedestrian cross-walks. The Petitioner will coordinate the design of any decorative pavement elements proposed within the public " z
.4
right-of-way with NCDOT before any decorative pavers and/or stamped pavement proposed in the public right-of-way may be installed. -
11. The alignment of the internal public and private streets, vehicular circulation and driveways may be modified by the Petitioner, subject to NCDOT's 8
final approval, to accommodate minor changes in traffic patterns and parking layouts in accordance with published standards and industry best practices
so long as the street network set forth on the Rezoning Plan is not materially altered.
IV. Design Guidelines
A. General Design Guidelines: g 7" b'
1. The principal buildings constructed on the Site may use a variety of building materials. The building materials used for the buildings will be a I ,, 2
combination of the following: glass, brick, stone, simulated stone, pre-cast stone, architectural precast concrete, synthetic stone, stucco, cementatious '0 z r ] e e
siding (such as hardi-plank), or wood. EIFS as a building material will not be allowed, except as back-up for architectural trim on stucco clad buildings. g .6 g 8 o 8 p M 5 g`p
Vinyl, as a building material, will only be allowed on windows, soffits, and trim features.
2. Circulation paths will be provided along the Site's Public and Private Streets from parking areas to building entries and areas of interest.
3. Meter banks will be screened where visible from public view at grade from public or private streets.
4. Rooftop HVAC and related mechanical equipment will be screened from public view at grade from public or private streets.
5. All dumpster areas shall be enclosed by walls and opaque gates utilizing materials similar in nature and complimentary in design to adjacent buildings. z
6. All service areas for non-residential use shall be screened from residential structures. O
B. Development Area A Design Guidelines:
1. Freestanding retail use shall be limited to one building (with or without a drive-through) that does not exceed 8,000 square feet.
2. Building shall not exceed two (2) stories. Q
3. The following uses are permitted by right in the subject zoning district for retail subject to compliance with any supplemental regulations as identified Z
in the Ordinance and with all other applicable regulations of the ordinance. 0
a. Animal Services: Grooming or Training, Supplies, and Veterinary F U
b. Commercial Services: Building and Maintenance, Business Support, Communication, Consumer Maintenance and Repair, Personal Improvement, Research, s
Studio or Instructional
c. Day Care Center a
d. Eating Establishment
e. Financial Service: Bank, Savings and Loan, Credit Union Drawing No.
f. Retail Sales
C. Development Area B Design Guidelines: ��•�
1. Freestanding retail use shall be limited to one building (with or without a drive-through) that does not exceed 6,000 square feet.

'� '_ %;a7;�5 ' = 'I'c:::!' y `- 7 �a,gy�ya ° %//'' v // CONSTRUCTION SEQUENCE- Z(9 E
-9-4e 's4, `1 \ _/= Q ti_' i' <v 4 / F tit
'' %%'°7%/,77=i -'f; ---_- -- --'�-=;%; v� ;`'ch / T� INITIAL r
j\ i;i;'� ':',' i ': `Fc' ,0@m0 `� ,40"v`� / _,) / \ , — 0 �'.M
I //i i / ) �.\ -- -:_ ` �`, � - ¢-. Q p�.yb' ,J„',(v \ / ITEMS MUST OCCUR IN THE ORDER LISTED; ITEMS CANNOT OCCUR N y O O' ,
r / I / , `�` Y_-CT'��V O h O / CONCURRENTLY UNLESS SPECIFICALLY NOTED. N\C N
;' ' I - ,\ '`\ " _ "fro° -/%/'� ro O Os _ O� N
I ,\ / %, )- , \ K\ ;` ,! c,�`' ,�__,O - /rop / / 1. RECEIVE ALL REQUIRED APPROVALS FROM NCDEQ AND UNION III
N C•i:?'
\ ` \ a�ILS -___ y tV47'�-_- "G' `$qh Cy v / \ / \\/ COUNTY. mm CUto
�\ /��� - /�� v� / / \ \ 2. MAINTAIN ON SITE SWPPP AND STAMPED CONSTRUCTION PLANS IN al W C/S cis V
\` , \'‘ \ \ ', \ , \ `•I. --- -=- - ,. ,0$ h <V C5 A / '�' N
``\`\ \,\`\ \ 1 o 1 i� ;\ : ;� \`?�-, _`` .SQ' p `//,' `~h h / A SECURE, WATERTIGHT PERMIT BOX OR IN A SIMILAR LOCATION. M y-'„
'\-\N�`` \ ``,\ ` \'` ` \ I �k1 �1 '- q ,-;�.�R'1 oro / •) T-- / \ 3. SCHEDULE AND HOLD APRE-CONSTRUCTION CONFERENCE 0 O p
` ``°� `� \�` \ '�1 � 1 ' ; 1�\ -` -__ �--S�p���'� 9� / ©kJ_/�l 'V�V / / BEFORE ANY WORK BEGINS. Z !I11
\ ` _ ,- ,, ` \ `\ ' I - --- Y ` `S \___'-' "' O�\` \ ' "'�tr`` %, � / \ CC` •, / /
1 % ;/ \I\; `, I ', ', , I ' _ _:\./_ O`,yY�b, / 5. NSTALL CONSTRUCTION ENTRANCE S
-- �� - �'�\�y'''\' ' `, '` ode`o�• / - S ��� SS '`/ •�J / 6. NSTALL TURBIDITY BARRIERS IN POND. ■
_/; ;'= ( / __ _-__ - Q-Q ,-,-, ,, D FD k/4 ?, / / 7. NSTALL SILT FENCE
1 : _ __ `\- ___ _ :'/ ' 1 �•' /®�• __ '�a Cti ro ti / 8. NSTALL INLET PROTECTION FOR EXISTING CATCH BASINS. J.Z
--/+- / -/ ' / 1 '-s°`"i I , "kr I ,4r; ,- \\ -;- / - ;;, 'k q �'/('p4'�V CO pro / �J. / 9. NSTALL TEMPORARY DIVERSION DITCHES ROUTING STORM WATER
/ -- '/ --I .�`i -,, // i /'/// I ' / ,' \ .- -- -, yy �J�' {V\q , I 'i`,:4 '�0 �U 'V+'�. / / \ TO THE PHASE DAMS. wILI
' / l i '\•0 °^5' �\ - - -a��- � I n�ti� / .(v4' / 10. NSTALL PHASE I STORM DRAINAGE WITH INLET PROTECTION AND
'_, .:%',' . / l i -` �4' e- _ , SV ., / / \ OUTLET PROTECTION.
I °gym', �1 = ,,S• _ ho /,' 4q o v / \
\ `, \ -�<_ / %' //, , ,"/ , / ' / , emu+ j=' _ �`, '=,Y'\' "�'q' Off, j\roOro / Gty.fti / \ 11.STRIP TOPSOIL AND STOCKPILE IN AREAS INSIDE THE PROTECTION
_ / / / ,t ` \c..''="-`1 = ;a ,,_Q -'__ram o WWI• oo /x AREA.
\\\, 1 \ c/ // , I'/ /� -@_--,' _ \__-``/,,., `__ ,-- p.y / h / \ 12.MOVE TO FINAL STAGE.
1 =\`,( 1 0\ I ` ;" on 9 - Ova 0 \
® ' __ 0
'\ `�) I\', '`\ '\ ' I \ \_ A `�' /'°KID-- �h -_ / \ �7-�p _,
*�♦�� ';1 1 `,\'I 11 \�, '- \,o \ o-',, \�' poi'- _ `fin .`': - \\ `_ - ., -q - 04' Oti G \ NOTES -- a-
♦�♦ ♦♦♦♦♦♦� \ '/i :, !` fir ; °� ,yam /\ g_ ',`,� 4 •4�a ro / 4 / _ -
♦ ♦ ♦ ♦ ♦ ♦. * iI' \`'' , \ ;,J.,1, as L;\ `
♦ ♦ ♦ ♦ ♦ ♦♦♦♦ * *``a. �� z•' ' - F� R' r'J p cp v' 1. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME =Z
•♦ ♦ �,�-A♦ ♦ ♦ + $. ;t i 1\ , \ \ ,�j`:`\" f:\ice _ - �_ o - _ - ,u�, \.°a+® '`�- , - - 'CV FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN,ASITE REGULATED ,d \,
♦ ♦ ♦ I�� ' I \\ - - \ O UNDER THE MINING ACT OF 1971,OR A LANDFILL REGULATED BY THE DIVISION G ,
4� ♦ ♦ ♦• • i\', 'I`` ' \\ - \v.-" ;J/<' `_ \''`"C, / 1` C� OF SOLID WASTE MANAGEMENT.TRASH DEBRIS FROM DEMOLITION ACTIVITIES CERZ
♦ ♦ ♦ ♦ ♦ � ►♦♦ ♦ * I:, %I'�\'`, i \ \ �:_ _- -/• -- =03,.1 = \I `\._ ® r \ _,� .'SAS RYW / /
♦ ♦ \ ♦ ♦ � + +�. 1 ' , \ �- �i�``,�i -' - °�r - �'/` OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY
♦ ♦ ♦ ♦ ♦ ♦ '' I '' _
,
♦ ♦♦♦♦♦♦♦♦ *`�---�-� \\ 1 �\„. ,;VCI", _ `,` 'I , ,��L'`,, ',,, .. ,/ y p h'�°° {V cp h REGULATED S THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION
♦ ♦♦♦♦ :� ♦ ♦ ♦ \ i 1`, I ,\ , _ `,'\` ' -��_- _ - ,Ay yea / _ / \ .1➢- .. 'StV C SOLID E MANAGEMENT D E RESOURCES LE D
♦ ♦ ♦�♦ ♦ ♦ ♦ �` I i I \ _ �i`c'� - _ \\I / \\r °,Av r: '' /_ __ -- \ ¢� /%'j. p 'Y / OF 50 WASTE MANAG M NT OR DIVISION OF WATER SOURC SRU RULES
= n
0,0,0,..+ \ '` _, -- _ __ __ / q /i ro° REGULATIONS. \P`I 11 115�''''
♦\4♦ ♦• ♦ '`\`, - , \\ ,!, __--- - `\`�;= �' - 2. ADDITIONAL MEASURES MAY BE REQUIRED APPLICANT IS RESPONSIBLE \ ti'
1♦ ♦♦ v ♦ ♦ ♦ ♦ v '� Gq zti / Q a-s
e.. ♦ ♦ III - - -
�'\, - / Y FOR THE CONTROL OF SEDIMENT ON SITE.IF THE APPROVED EROSION AND = '
♦ •..'\♦ ♦ ♦ _ - fit _ SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT THE APPLICANT
\•A♦ ♦ MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM
O
1. ♦ - - - ,'S' LEAVING THIS SITE.
♦ N♦ - \7nF
,
x \
_
♦ ♦ � \„ \`\ j� �r� -°+aer 1 ,,,-, -,,,,,-,.-/,,,,,,,, APPROVAL BYAREPRESENTATIVE OF THE LAND QUALITY SECTION WILL BE %\' �>
♦ ill 0. - \( - REQUIRED PRIOR TO H REMOVAL B EROSION CONTROL MEASURES AND/OR
+ * 1 ♦ ♦ : ♦ * \``\` t -�" -` ""- . �\ `:``' - ----------------- "\ - °� -fl - CONVERSION OF THE SEDIMENT BASINS TO POST-CONSTRUCTION
__ _ ♦ ♦•
♦t\, ♦ ♦ , \\`\ -'_ 'i:--= '- _ _ --; _ -_ - � -6me - STORMWATER SCMS.
-_-�- 1, ♦ - `\\\`- .\1` - -� \\ - _ ma`s °+ �•�;
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STORM Cis CA
- ��\ ,:,�.;.�:. S� ** A....♦♦o♦♦♦♦+ .t* 4.14. ♦♦♦♦4%.* \� �\;� '\ \';`:;''''' :-- > *;/4" / - o»a°�E a� ,/- \'� R�• \�'. �J F-+
WATER \. : :..\\: x�♦♦♦�:�♦♦♦ x+I♦♦♦♦♦♦♦♦♦♦♦♦♦♦a�:oi� '� \�. : ' \ �_ .-,i / _ __� / I\�) ,, 1'--�
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\.,m ~END
POND \\ \: \#+* +♦♦♦♦`II♦♦♦ xx♦ ♦ ♦ ��♦4♦ ♦ ♦ ♦�s `"F \\ \`„ - _ ' --- , ,i.++
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-- :�. %♦ ♦♦♦���♦♦♦♦♦♦�,i♦♦♦♦ ♦♦♦♦t, ♦♦♦♦♦♦ ♦ *,;' /- ,,,) \ !.� o-1h / (:)CD
__ \\ a ♦♦♦♦♦♦4 ♦p♦.- ♦♦p♦�''�♦♦♦♦♦o♦♦♦\ ——. .�— LOC LIMITS OF CONSTRUCTION U Z
:\v vssss x4 . ...11..♦ ♦♦♦♦1 4 ♦t♦♦♦.**4.♦♦♦♦ x_- - / /� f SF SILT FENCE
' :�`• t.V `�y``;',,y`.` N,*•.r* +A.♦i♦i♦♦♦♦♦0 --fl',„ ,♦♦♦♦otA♦♦♦♦♦♦ie!♦♦♦i♦°♦♦` ,'."��=���,`,�t ! a..,... �`� j � ; W Q, °rx
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-_ AC: � vo;S`%y" ,//// ';,A, __`_s«__-_ _- - ------�* �.♦♦♦,♦♦♦�♦♦ =�o / TEMPORARY CONSTRUCTION € W
P Di•
'���` .. :te„ =_ ,I, _ _ __ �i* * _ ♦ ♦ b' - ,.I' �1� 1�WWI , .e l� U
v vv :•v -=e_->_; v =�' -. -""-____ - _s=_-- -_---_ s„-;`;J31`♦$♦�+♦. _ I J I ��; ENTRANCE/EXIT s I-I z
� =_ - _ >♦3> cal ® /
____-___ ____ 24E>>_-==_�.cr-c=;=-_I_ � __
/- v _=--__-___--- H� �----------------- CHECK DAMS
_ ' qy __
A'`--.. -- ______ 1_ __ '' - 4 EXI SITING FAIRCLOTH�SKIMMER ___a_'r`--
'\L 0 \ ll \ -\ _ _ \ FT M ORIFICE2 ' it O p-I P�.
\ s '_- -O -� E /� NSF- -_-'-_-______ Vs, �1 ._
2.5" .4" ORIFICE
BOTTOM 554.75'
1,N 1`: ',, 'ti -- '-t-- -' -r--f_---'�_-_-`•,y_ _ 56+�5' S17°.J8'to'E Le _ Le - 3 ,�—„—„ „—„s \ SEDIMENT BASIN DETAILS °
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_ � _•_____ ___ `, DRAINAGE AREA 8.94AC
2.51 AC
L_`\I ';;io;1 _ _ - __ f _ o� — — et, DRAINAGE
, �� 4\ i i1 s' �' ,��:r'�� °2 DENUDED
0 YDEAREA 0 515 CFS
T �� I` NU
= \ il,ill;; I __ 11*
t - DESIGN REQ.STORAGE 17644 CF
OW
GIVEN STORAGE 51618 CF
V-_"�j, `II'''�i�7 1 CALIBER I POND BOTTOM 550'
'141'0'', EM COLLISION
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°1C; 1w. �I�_ RISER CREST 567'
w ¢ 328,56' I i a. °'k' RISER TYPE 4'x4'
o I„Av',,,,, L— �� l'.��, �v RISER
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" -'\ / / CONSTRUCTION SEQUENCE- c7
m�® \ / // / //
/ FINAL STAGE O Z _ 0
/
\\ ® ^'''\' / / ITEMS MUST OCCUR IN THE ORDER LISTED; ITEMS CANNOT OCCUR ' —en
++' / / CONCURRENTLY UNLESS SPECIFICALLY NOTED. en .2 O O•
Va '\ / / N NO a�
Rs.�/ / / 1. INSTALL ANY ADDITIONAL SILT FENCE REQUIRED TO PROTECT THE Z 01 N
+r \� / / / STOCKPILES. Tn N O,FJ
°c° `�' / / 2. INSTALL ACCESS ROADS. W D(�V C
®o o / / / 3. GRASS AREAS OF THE POND AND ACCESS ROADS. m W 11)� N
JJJ µ. s' '\, / / / 4. INSTALL NEW STORM DRAINAGE STRUCTURES, WITH EACH NEW W „M =
. \ °+K z \ / 7. WEED, IFOTALL SEDIMENT PROTECTION AROUND THE INLET. x� Z 0 0
\ ° / / 5. GRADE FOR ROADS. O Z S p D�
I
A
a/ ''\ / / 6. INSTALL UTILITIES. SSS... E „.5.
\ \� / / / / 8. INSTALL PAVEMENT. GUTTER. ��RR Ur Tr Si O
SF \ � '\� / / / / 9. INSTALL ANY REMAINING UTILITIES INCLUDING LIGHTING, ■V __HD U,�N
/ COMMUNICATION, ELECTRICAL, ETC. J O
® / / 10.AFTER ROAD CONSTRUCTION INSTALL ANY LANDSCAPING AND FINE Z M a''
• "JgV oc`°� / / / GRADE ALL SLOPES, SPREAD TOPSOIL..• 4 -...„4.
''�C / / / 11.INSTALL FOREBAYS AND RE-GRASS POND AND ANY AREAS W w
+l' 4g' (bit; �`\ / / / WITHOUT PERMANENT STABILIZATION.
,•\ / 12.INSTALL PERMANENT/FINAL STABILIZATION.
0.
D0 +r 13.INSPECT WITH SWPPP PREPARER FOR CONFIRMATION OF 70%
• / / / / STABILIZATION, CALL FOR NCDEQ INSPECTION TO CONFIRM.
^�© ®,i.,'\ / / 14.ONCE 70% COVERAGE IS ESTABLISHED, REMOVE TEMPORARY Ell
/ / SEDIMENT& EROSION CONTROL MEASURES.
($- @q� ,,\• / / i 15.PERFORM AS-BUILT SURVEYS OF ALL DETENTION STRUCTURES
ED ®'�'� / / AND SUBMIT TO NCDEQ FOR ACCEPTANCE.
o \ 4\®®'�-4 �•�, / / / / 16.SUBMIT NOTICE OF TERMINATION (NOT)TO NCDEQ ONLY AFTER
ck ® / / 70% UNIFORM SITE STABILIZATION IS ACHIEVED.
FD K® '\ / /
•
INSTALLATION OF SEPTIC \' / / / / \ _ do
DRIP LINE WITHIN TREE ewe
NOTES -Z - ?'
PRESERVATION AREA • ° °w®\, `/ / // / /7 1. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME
SHALL NOT REQUIRE ANY -- �� / / / " I�.,z 4„
® •
AA +r •'\ / FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN,A SITE REGULATED %d� ,,,
TREE REMOVAL. CARE IN / / / UNDER THE MINING ACT OF 1971,OR A LANDFILL REGULATED BY THE DIVISION :i, \GQ',3
TRENCHING AROUND. / / OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES GERZ\
ROOTS TO MISS TREES.. "'�/ 1r`® © '�. / / / OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY ""'
?r�•40 °+ ® •- `\,, / / REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION \ , N
oco / / / / OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
/ REGULATIONS. \,��. Sip%
„:,.
i' \e++ ® o"®� / / 2. ADDITIONAL MEASURES MAY BE REQUIRED-THE APPLICANT IS RESPONSIBLE ti6
o° / T FOR THE IONAL EASUREOL OF EDIMENTON-SITE.IF THE APPROVED ICANTIEROSION RESPONSIBLE
p . am, o
rj �® + ' r\y / / / SEDIMENTATIONCONTROLMEASURESPROVEINSUFFICIENT,THEAPPLICANT =.
CD «"' +e / / / MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM =� �Y'
CD \�y� / LEAVING THIS SITE. ;y -
®oc$ / / 3. APPROVAL BY A REPRESENTATIVE OF THE LAND QUALITY SECTION WILL BE �f���,�
CO)
`\, / REQUIRED PRIOR TO REMOVAL OF EROSION CONTROL MEASURES AND/OR N OP
°�,w� '+%n` + / / / CONVERSION OF THE SEDIMENT BASINS)TO POST-CONSTRUCTION
o
'\ S STORMWATERSCMS.LIMITS OF DISTURBANCE i� /�, �. \�� s„xe, ,/ / rl°1n
FOR SEPTIC SYSTEM CD •�N �� "",',F.,�,,'n,m mcr",,p++�rs+* `\ / /
INCLUDED IN OFF—SITE CD � �p3p^
PLANS AND APPROVALS.. (� �� �� �+* Ra. ' L / L•+
\ sm \ t N® Wqr ' \ /
\\ , ,\ \v., � % © / T TI
SEE SHEET C3.5 FOR \ • 3.
FULL POND DETAIL e ~`�...
DOUBLE ROW ALONG TREE ��� � �` 30> ooT_� { INLET PROTECTION 2
SAVE AND STREAM �', / 3,` 0 ` I s Ip
BUFFERS j '� ���__: - - —
f J JJ FOREBAV rj — LOC LIMITS OF CONSTRUCTION O Q,,/ V)U
- 7 SF SILT FENCE U Z
♦, f/� \I' �I®� F __ _ \\\\l Q SF SILT FENCE U L O z
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I
STORM
��•�V, 144111111)__ WATER I�Ill�j� � .7, .::: *: ENTRANCE/EXIT a
.. �I t•
i a J POND �. L u�. II ' r) O
O•o•"t t Lif I ������ v O F+M z7 -1 - T CHECK DAMS F /„�/ w ,2 O
tttt/„, \ `\ ,, ' �2s.9' I le
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06' \ _ 1-� EROSION CONTROL
FOR BEST BOX SITE RN /!- - "'---------------'' l III APPROVALUNDER S ALL REROSION - e o
�Rr-- -- '�_ - ► CONTROL DEVICES ON THE +.�' III
SITE SHOWN ON THOSE I
CIA > PLANS. WORK WILL BE •g 9
:3'-F:'
0 0 9 _ � ���• COMPLETED i
COOMMI::� ROIA SIMULTANEOUSLY FOR BOTH o—,� 1\ 0 0 PROJECTS. II
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THE ROAD BEDS, PADS, AND STORM WATER / [g 571 -57 = `�;
POND WAS GRADED UNDER A MASS GRADING I ieRs' /ez�- 1avFv` _ ,mmn._ 75 5 578� :�'D z CQ~�
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PERMIT SW3210401. UNDER THIS PROJECT, ONLY f8s �\ �xw�aw� xn 57`- , CER11\;
FINE GRADING WILL BE REQUIRED. GRADES Y,u� ® '
SHOWN OUTSIDE THE LOC HAVE BEEN 0�• _ _.._ ®/pp
ESTABLISHED AND THE LOC AND SF IS ONLY TO �� 5g6 0 o" "' '
CONTAIN ANY MINOR FINE GRADING. _ ° " o� Allik - - .I �S
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INV OUT:5I8352 181' I■„�I��' W O IE1 Qi
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77 41'OF 18"RCP 00.83%_ IFNI
PEP BOYS IS APPROVED AND CONSTRUCTED �. ".—�' 0 27'OF 18"RCP 0 0.50% N O a
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INCLUDING PIPES GOING TO THE WESTERN POND. �/ in
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INV IN:582.98 18' 0 I , ' I cj9'' V I
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•r••fill INV OUT:581.97 24" 5
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7.
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THIS LOT IS TO REMAIN J
�� II - •, UNDEVELOPED DURING THIS /6S
+��•�II •�• PHASE OF THE PROJECT AND
II•.•• WILL BE PERMITTED Ili 595
9—
° eje :p�II.•••�• SEPARATELY IN THE FUTURE. ��1 liW
Y••r'I # CONTRACTOR TO DIRECT j
. •� j STORMWATER FROM THIS SITE
�-• �� �•1111
TO INLET USDEV-DI-5. II 59e�
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THE ROAD BEDS, PADS, AND ___ /----- \\\ \ \ \ \ \ \\ \ \ \ \ \� [ / i� i�� -" \ y\ I 1 l `� ,�
STORM WATER POND WAS - �/ _____ \ \ \ N. \ \ \ N \ \ \ ..\ \�`_----'` / / �' -- �y/L/ -''� \ / I \ \ CA
GRADED UNDER A MASS GRADING - /� \ \ \ \\ // y
PERMIT SW3210401. UNDER THIS \ \\ \ \ \ \\ \ C �� `� �w 600- \� �/ /i /_�' -595� �� \� / \ \ ( \ ) \ , � 1 O fwy
PROJECT, ONLY FINE GRADING ___ -'� , \\ \ \\ \ N� ��\�-� `\ ►� ^-� �� ' �' / -_- -- \ \�_/ �\ \\ \ / / \\��
WILL BE REQUIRED. GRADES ♦ i-- \ \ \ \ \ \ \ \ \\`\ \ • ( \� i _ �-� \ \ /
SHOWN OUTSIDE THE LOC HAVE /-, 5g5 i \ \ \\ \\ \\ \� \\ \\�\\ 5--✓�� / / / `� \ / N\ \ \\ \ / ( f� zu
BEEN ESTABLISHED AND THE LOC / / A[ \ \ N. \ \ \ , \\\ \ �8,_ ��- J / / \� / V/_ \ \\ \ \ I \ / r� CD
AND SF IS ONLY TO CONTAIN '' - / �-�/ \ ,_ \ \ \ \� \ \\ �' / / �/ /� _-_-\ 1( ��S \ \ \ \ \ \ 1 \ / I
ANY MINOR FINE GRADING./ / /� / �� \ \\ ^''`�����\��N. �� \� � i, - / '-" \ --> ' - \ \ \ \ \ \ / / I O O
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^o, . / i 1,0s e $� \\ \ RIPRAP FUT \70 �/ ' / / / 1 \ / I /\ \\ 1 \ \` -
yc 0° \ O I 1ZI \\ \ a' 1
--_, /,' / //j ♦ n / // 9S 6,t� \ ,OUENDT WIDTHH- 17 FT \ RFORf� \. _ \ / / / l \ J \. \ \\ \\ \ 1
----�I _`./ / / / I / t``3S 6" LENGTH - 14 FT �Y \ \/� \ \_ / / / // l I \ / \ \ \\ V ,
� 410 .__„--,\ 7 / , , , , , \
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/
/ / 1 - ♦ / / / 9 °9S 56 / \ \\ \ VJ / L/ / CESS E,/ADJ .(: T PARrFI wll ac 1
\ / AL / WHEN VELOPMENT OCCURS
\ \ /O / =28.5 21 D 76.00 T� ,1�y,-I 1
� ,�' ��565' r --*,, / / SS 6S �yti \ \ \ \ \ \ / �/ U ?9L ❑
/ / / SS S \6/\ \ \ a i
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S 5 \RIM:580.14 _
l l S 8S \\ �) 9 S C2
/ i / / / %, jj9\�\ \ INV IN:564.96 30" �I t a e 517 77193'•�, 3 O
/ / FOREBAY 777a II v 8 .2
'NV OUT:562.50 30" / >n " a z
4.20
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_/ -- i 1 I i / / SS g \\I / 47'OF 30"R�®9.66% ' INM N8576.84 181" BB-CB2 1 z°/// / / sS SSS15Ssfs II USDEV-FES1 1 / " ' t-� NIJ INV IN:582.00 18" N BB-CB3 ♦ N GINVO :56.8418"� RIM:590.50 J a
"Og ♦ / / S' Z -RIM:562.95 K NV OUT:582.00 18" RIM:590.13 yy
---�� / .1• / / SS' I INV IN:560.00 30"� —� , INV OUT 583.49 18" I E�
\/ �-' \\ / / I � �_ _ + r e �' gib'
,- _^I I 44� / / SSS 'U ,tar,.,...,. I I I �.oe°y�I /•":.05' _ '�• PI 3 z r
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' 23'OF 18"RCP a 1000'I\ 7irt. ���� , END CURB Pf k♦/ / / ia11•112•M3yseinnurA \� It/®I�N11Le / :la • • , Pak
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MATCHIINE SHEET C3.2 ! a.
HI cf;
O
't ;yGj� Drawing No.
1
F-i O P-1 F�1 20 0 20 40 60
W
1
scale hf�, C 3 .3

600 -600 Z V V O
OZ �
'7'""I M 50
N� y00'2
59`r -595 N GJ
US M 5 9 91 RS 590.54 Z V)GT O G7
RIM:7 24" RIM:5:582,05 `_ N O.I�
INV IN:581.47 24" INV OUT:
18 w 0(, 8
INV IN:582.47 18" ,INV OUT:582.89 18", _ w [/J��
INV OUT:581.97 24" M
USDEV586.32 _ - - '4 O O
590 INVRIM IN:
- - l\ ,,90 O io s
INV IN:576.61 18" _ -�� Tr
INV IN:580.26 24" [USDEV-DI-5 l r�O,, NUSDEV-DI-1 INV OUT:576.11 24" ----- -- RIM:584.64 J V O
RIM:586.36 L. l OOINV IN:575.85 24" INV OUT:583.12 18' ■ O U JO
INV OUT:569.49 30 / _-- - J M a58` / _ �85W USDEV-JB-1 I�RIM:580.14V _ - TINV IN:564.96 30" / - - - -
INV OUT:562.50 30" / - - - _580 -\7En
/ 26.8' OF 18" RCP ©0.50%) .,80/ (41.5' OF 15" RCP ®1.00%L/ ill
171(OF94 RCP 0 1 00%)
/ - � -
s7s- // - -57s \\�P, I1bZb� '
// oy
/ ......
570 / .,70 :may wWz\GP:
/ CERl\F,s
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/ - 26.0' OF 24" RCP ©1.00%)
E
�23.2' OF 30" RCP ®10.79%//LLB\ / ,'`'\\P S''p 2
565- / -565 O IIkV%
o
560 /� .,60 dOt OP o`
/ 46.9' OF 30" RCP O 9.66%) ,,11,1%
,/ ti
555- -555 ~
c)00 03 0 C O O N O O N N � 7�
0 0 N Ol m 0 0 6,m O,Cla O p u�0 1'-'-1
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57., 575 595- \ G d95
10
EXISTING BUFFER _ o w--- -- -
EXISTiNG GROUND .VI sTA:0+.37.5,3 -- _
570 �/ \ .,70 590- 'V3 EgEV:602.81 b590
PVI STA: 2+06.55
_VC:25.00 PVI ELEV. 591.14
/ \\ PVCS: 0+25.03 K: 6,42
/ \ 3VCE: 602.69 LVC: 25.00
-vcs. n+nn n.3 BVCS: 1+94.05
/ \ -VCE: 601.95 BVCE: 592.00 EVCS: t+1 9.05
565- • / \ 65 585- -585
/ \ CVCC: 590.77 8
/ \ I LOW PT. STA: 2+19 05
/ \ LOW PT ELEV: 590.77
/4'x4' RISER HIGH PT. STA: ??? p, z 8
560 RIM:567.00� HIGH PT ELEV: ???
// \ 60 580-
f 20
INV OUT:554.75 36" \ / \ -580
15
\
555- I / 55 575- -575 1 z°
2
10 g v g y V_ ,1 e Q�
/ - a nac ,1Q 5 .2, $p
/ 4'
550 / - .,50 570 I I -570
11
r co0
5 c in
N O N •
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N Lri
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545 45 �y
0+50 1+00 1+50 2+00 0 09
ru
ACCESS DRIVE F
5 Drawing No.
POND2-OUTFALL 2D o Scae2n� 40 60 C3 .4
i2f

Z0 E
Ozo-
0
-M
ZDO
N- U)
NCO a�
CT G7
W OR N p.G
bO
Q
O z 2 .ra
\ L' - IMPERVIOUS AREA • �U, Jo
\ r\ , _ - / / JZ F a
FOREBAY AND POND ACCESS DRIVE � - - - /// \\\ // \ \�\ \ �� \\ \ ��\ BEST BOX = 37,319 SF �_!W .-.
\\ • \ \ �\ ROAD = 23,306 SF W
10' WIDE DRIVE, �7:1 SLOPE --_ ___�--- i \\\ i \\N\ \\\ \\\N�\ ANTICIPATED FUTURE SPACE = 21,503 SF
\ L -- -'�� \ \ \ AL / r \ \ \ \ \\ TOTAL = 82,128 SF (1.89 AC.)
�`\ \ \ \ \ l
_ \ � __\_:-,
TOTAL AREA = 3.86 AC.
\�Av-�A v �� T - - _ \\ V v���vV 7 IMP. = 48.8%
Ell
i ,. \\e !\ / --------------\ \ i ��� POND TOP ELEVATION = 570.0
�\ \ \ / /� ♦,- _- --� a \� L N\ �,\ TOP OF PERM. POOL = 554.7
�\-� � �'// ` - SLS �\ N� \ \� BOTTOM OF POND = 550.0
_,\ `\\ \�\\ \\ __ '/ '///�� ` \ \`��-�- -� \� I PERMANENT POOL SURFACE AREA = iQ664 SF 0.245 AC. ,/
\ -, \ �/ / / ` \ i----� �' \ \\ \ \ PERMANENT POOL VOLUME = 37,727 CF s‘ N01.(bZ:.,
N� "\ FOREBAY \;---\ � \ \ FOREBAY SURFACE AREA = 1,657 SF ;o _ �r�
\ \\ \� SPILLWAY AT 556' \ // --OLS� �� )o, \ � FOREBAY VOLUME = 7,651 CF (AT SPILLWAY 556') _� - a-
"\ \ �, 5' WIDE RIPRAP SPILLWAYi� / /� �'. � � c �� 8S =y -" o,
"\ \\ \\ \ BOTTOM: 562.0 i ..s // / \dv \ =~d wwz �`";
\\ \ ,�__\ TOP: 567.0'/ / // \`v 0> �� �� :�'1' \GQ':
N. \ \ \\ \ 21 SIDE SLOPES . / , 5. �\ �� xy A �,\\ CERl\F‘•
\� \ \� - -1 �/ /' / / / \�0 RIPRAP \ LTO --\ 0,,„„,,‘ e
\, �\ - \\ _ r�\// ////h/ / ne 9 •OUTLET WIDTH - 9 FT RFO
l \ \ ---\I�\l /� // / _ e ^'7 / 9y g6� > END WIDTH - 17 FT inz„ \� nI N
- I\\/ // / I• / \� 0 LENGTH - 14 FT PIi ils� n
10:1 VEGETATED SHELF \ \ ,----- ` / / /',- /i / Zgs 56 54r D@\ 0.75 FT, > Oti6;
\ \ \ - -� - ----ter--\// i /♦ / 9g� 56 J �/ \ �/ '" A _
7NF )//hi1
- s <3 /
l l ag O \USDEV-JB-1\ ` \�_ / / / / s 8s 50' > \ \ M801/ i / I / / Fss, 5W\ . INV IN:564.96 30' '
',\` ,� ;/ FOREBAY zss, s j,j•D \�s �NV OUT:562.50 30"� � I-
t�\\\\\N-\ -- / / // ///
/ 47'OF 30"RCP a9.66%S /- ^09S / S Zs. / RIM:562.95 /�'' - / / S 1 1 INV IN:560.00 30" / ' O
THREE TURBIDITY BARRIERS \ ' / �/ ♦� / / s /o .� / / / 567.0 �I
I ♦ / / 9s 9 s I 1
/ SS <s :• ti �� I
tom` �/r ./ / s ��?,::.,`1 I z4_ Z OO�/ zU
v � � v/- A .� / / l:A 1 `• 23 OF 18"RCP 01_0 h
• • / OSS 23'OF 30"RCP 0 10.79% I QO W O Pi
��\_- -. '�\ \ \ ♦ / / iSS ----::,,,,'I
I I •I II II �� w o 8"ORIFl O EL.560.0 r Y P-I
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® - / / 60 I USDEV-DI-1
FES-1 n� I RIM:586.36 i II' N GII
U
lk*• C♦1 RIM:557.44 1II ,�� INv w:575.85 za" I 5
\, �\ I f�� IN N:554.29 36") � h STORM "MD i INV DUT:569I49 30•• I U 8
I / :/'� - WATER I (26'OF 24"RCP'01.00% E� FQ✓�z
a g
�-- O 0+00 I I 1110
6"ORIFICE 0 EL.554.75 36"RCP 0 0.65% E. W Q
MODIFIED 4 X 4' RISER- _/.,;,,,,---, ''`�� / 17 POND 1 I I Ill
.e p°°I a.
RISER CREST 56T - �� ���• // / 4'X4' RISER u) 1 usDEO-DI-2 P.
LOW FLOW ORFICES / RIM:567.00 RIM:586.32 POND BOTTOM 550.0
6" O 554.75' L_ ♦♦ / / INV OUT:554.75 36" Lo INV IN:576.61 18" um,,,,,,,,,,,,,,, ,, o,,,,,,AR A' '8
8" O 560.00'%_=F� �� 71 OF 36"RCP 0 0.65% INV IN:580.26 24" 12"LIP
_ ill
INV OUT:576.11 24" A ,
-/-_� - I 1 550 551 552 _ I 1' <8l ^Q a•••< . . "� f ' r�n •fin
--1- _ 7� \ \ 553_554 I •
"
- _ 7i7/ \ \ 555 _556`-557 I I ••4 SPACES O 12"
_ N I I � 2 cJ 9'_ N0.4 BARS
�_ ` \ I I
�=_5IM:C641" , 3 T \\ \\ I
y INV-iN:S 26 18" ,-so // 1
INV IN'•6.9 9 I
INK DU:577:27 18 S \ \ / 1 (B•"' � NO KNOCKOUT BOXES ALLOWED
�� �sys / \\\ \\\ --------------- �/ /// 0,1; PERMANENT POND RISER
6‹9^ \ �--- CB-25 ____----- �� /a,o-�si IN, (NOT TO SCALE)
POND AND BERM ACCESS DRIVE \ RIM:581.62 ____--- C■ k' Kg ALL RISER(N NHOpE MENIALS,NANUFACNRING.TESTING AND RODUCT PERFORMANCE FOR PRECAHIT CONCRETE COMPONENTS AND ACCESSORIES
`' �j E IN ACCORDANCE N1TH �SHTO M199 A 0 SECTION 9 OF THE SCDOT STANDARD SPECIFICATIONS FOR GHWAY CONSTRUCTION,200J EDITION,OR
10' WIDE DRIVE, -7:1 SLOPE OgS \ -=INV OUT:577.36 24� -___�_- Ilwa>_'7/ LATEST NENSION.
/// �\\_-- �; USER PRECAST CONCRETE COMPONENTS DESIGNED IN ACCORDANCE WADI THE REQUIREMENTS OF THE LATEST AASHTO LRFD BRIDGE DESIGN SPECIFlCAMIONS. ij
/ 1BJC ` -Fj71-- USE PRECAST CONCRETE MANHOLES COMPONENTS
A DESIGNED
I DESIGN AN LOADING.
572 573�� CD USE CLASS 6000 CONCRETE(MINIMUM)FOR ALL PRECAST CONCRETE ELEMENTS.
'•29 ZgS4�, 6':filf3)� (u� am aaaa- /'6Y/�f�� 575 5 USE REINFORCING BARS CONFORMING TO THE REQUIREMENTS OF ASTu AJO6.GRADE SO.
NI 576.3.L.8S' .. \ I, i�x'D7 /57U�' I 57l. , ` USE WATER TIGHT BARREL TOUSE WELDED WIRE FABRIC E RISERTHE
CONNECTREMENTS OF AASHTO M55 AND AASHTO M221.ASTM A185,or PSTM A49J. 2
THE ROAD BEDS, PADS, AND 7 T:576.35 24 _ -� _ -'-J -- _ i, �� ® CONNECTORS z STORM WATER POND WAS t� -�
GRADED UNDER A MASS GRADING ' , '5S6
PERMIT SW3210401. UNDER THIS ' • -_ _ �, °s
PROJECT, ONLY FINE GRADING " . ° - ' • •� . � 1_ g... a�
WILL BE REQUIRED. GRADES -� b° s'3 s' e d' r A.
BEENSHOWN OUTSIDE ESTABLISHED THE AND OHEHAVE LOC 0}�9 'N 0+In ��„) ���� N ro S 3 e o o G ,18 go
AND SF IS ONLY TO CONTAIN II "^ •" I 4' h 4.6f"°vl ./ iO •
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ANY MINOR FINE GRADING.
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STEEL FENCE .a l_ v4w �_, >, rasa o°a�ooa°a°a°a
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BURY WIRE FENCE,HARDWARE CLOTH AND Po°o°o°o°o°o°°°o°° —2°°°°°°°°°°°°°°°°°° �/
0ILT FABRIC 6' 1 IL^-d
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OTREE PROTECTION DETAIL NCDEoI.D5 OSTONE OUTLET os.. ®STABALIZED CONSTRUCTION ENTRANCE NEEDEQ66 CD CONSTRUCTIONENTRANCE TIRE WASH y o
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avow am,fa.ubrquml runs.14,e care notto moo or cLudoreut IUU
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Oill)HARDWARE CLOTH & GRAVEL INLET PROTECTION—.
NOT TO SCA.
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NA.BO,A90.E1,838.5]L NA.B9 AND ABA.BB.
INSTALL PRECAST ENMAL S WITH WINGS AND PA Ril 6i. III 6. a 6^ 6' M vj /1
44' '� i,.. illir
Pm IN.m.xDAxcA xlrn cPImlPm.rxsx s6crlox PAA. Fx oS i y o -� 1 I i r• < , .., CO w en
/ • m,,om ,0 $ m 'W:aWL:9rF . 3Laa�B: R�R;' Z Ow O Z •� oo O
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g�° ri mo_~�^
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MF.....1ze \ ELEVATION tti INENN ( Ij:.'::J
m x2 xAccmwxa mrx L1 L�+, ����� EM
I
■NPR xt x, Tao xxro xarwuu nr Im axrE er .:. z r+, I"t ~��MI OCOTRAOTOM
I ❑ PART SECTION PART OECTNNI PARTSECTION PSCN•
LOSS AS FER AHLL yExxx wi aaamxAv eLVAox�PROVIDED.
O"WALL S"WALL WITH 4"LIP 8'WALL R"WALL WITH 4"LIP C
��� \ EI al erA TABLES OF QUANTITIES FOR PPE SET IN PAD W.
c'i,--I a
FORE S . A;6 W E: xE „ m Ins AI.RM�R a W w R III m m ELEVATION AT A"cis.ne WNT Tpx xaLi Hive THi"" o o •"• "L"' o W
"m o SIDE m xxmEASE Tnxs 5Ax 6,:E As xE5o5o. 2<L a .. m •.
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N= C0 111
x 3 i •.•...- I ti ,a" 1'-,LB" °'-780" o'-x• 0.ars m7 0.ms ;a
NOTES: N r'a D W n Z'-'1 D 1s .om 0.010 10 00
y ENDWALL DIMENSIONS W way Ni 1•-aae•a-6Le" o'-z^ o.oce o c w
1. SWALES SHALL HAVE A MAXIMUM OF 5.0%SLOPE OR FOLLOW NATURAL GRADE.SIDE SLOPES MUST BE 5.1 OR FLATTER iOz FT. mom MIN./MAX. MIN./MAX. MIN./MAX. MIN.IMX. _ MIN./MX. I- o N
2. CONTRACTOR SHALL GRADE SWALES AS SHOWN ON PLANS AND ADJUST AS NEEDED BASED ON FIELD CONDITIONS ESE PE DI. BAR SIZERILEY.) NWT.) D(FT.) RH M Jul. D 1e" 1'-511'0'-1006' 0'2" 0.007 0.010 0.012 05a0N
MEETING THE ABOVE CRITERIA *9 0 1.0 A 06 0 B" 1.25/2.00 2.00/3.75 1.25/1.75 3.00/3.76 5.50/6.0D V m W a PART BECTNON 24• I•-i30•,'-011. 0'-9• 0.011 0.01, 0.019 8 W 08
N> OF END ELEVATION I-Al
3. SWALES SHALLBE STABILIZED IMMEDIATELY GREATER
REATERTHA 5.0%S ALL. , s Si I C ,.so ...Pr t.a6la.m 8.0(8.76 1.a6/s.m 8.m1a.76 0.60(6.76 f y W a o,a woos won
<W
3.1. SWALES WITH NATURAL SLOPES GREATER THAN L BLANKET
BE STABILIZED USING NORTH ES INSTRUCTIONS
GREEN „Tll 1.50 25 8 B" 1.25/2.0D 3.00/4.25 1.60/2.50 S.50/3.75 6.50/6.75 6 O N S m y m" 2'-014.t'-264. 0.-310. o. %¢<
ERONET.SC250.PERMANENT EROSION CONTROL BLANKET INSTALLED PER MANUFACTURES INSTRUCTIONS AND `\\� po sPe" t.so/a.s0 a.Oo/,.]s 1.rs/a.m ,.mla.afi _ 7.so/e.as C f i 00 1
-1 M4 10 C V^ aa• 2'-99L' 1'-5TN^ 0'-4• 0.017 a Op9 0.025 2
SPECIFICATIONS USING STAPLE PATTERN E. m=o 2.6 Rfi a S. z.5o/3.50 4.00/6.00 2.m/9.m .5015.50 .a0/tt.SO S~' y D c - y O O �' NOt
32. CONTRACTOR MAY USE A NORTH AMERICAN GREEN TEMPORARY EROSION CONTROL BLANKET FOR THE OTHER 2 1•] IV ]'i
SWALES PRIOR TO SEEDING,OR SWALES MAY BE SODDED. e V s.o see" 8.00/a.so s.OD/6.00 2.]6/a.W 6.2615.]s 1t.60/tt.75 oCi,z", S e2• 2'-056' - C-04" O.00 o•mo 0.047 W O= �P Zjd.i
y ��%•A 3.5 65 0 B"_3.25/4.50 0.00/6.75 3.25/3.50 0.00/0.75 _12.00/13.25 2 W 1, sl y O
r'. u"r-1D%' 1•-Bar'a-62/" O.ozs a.ma D.aT �< F,-_
A 4.0 MS e S. a.60/a.m OM/MU RAM4.50 0.6016.76 1a.00/11.0 W IL LL
t f.6 _0a r B• 4.00I6.00 OM/MU a.II61d.oD 9.0010.2e 1S.e0lle.aa y.-py0^t'-lolg' 0-61f• 0.035 0.047 °.aw -
0.0 0 6 B" 4.5011102 7.00/6.00 3.0618.0D 7.000 16.76/IB.7a GENERAL NOTES: _c� N6 L-_
LASE RD
O STORMWATER SWALE 6.0 00.6• 4.600.m 7.60/6.60 3.0/4.00 0/0.26 14.76/10.78 EMT,OF, USING REINFWCWAED CONCRETE`PPE DRAINAGE INNB/SErySLABA. 3•.890" x•-D.• D'-60L a.M2_D.D58 D D" WAFT 1 Cr wz o`
M.a NB r a° a.sO/6,m T.m/B.Ra a,aOt4.oe a.T6/6,aS u.avl6.Ta M. 9-6" Y-ak'O'-71i• 0.050 0,07 0.06e ;do�'" Qu":
SECTION NTS SHEET 1 of I SHEET 1 m 1a'-007" a•-6Tf• a-Oar• 056 u.646 u.oeeI CER1\E`C�
838.80 838.80 840.00 840.00 ,III
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om axOE RRIO4.,-IV THICK. oy ym oy El
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'" TOP ELEVATION "'FORM FON CONSTRUCTION OF THE BOUM SLAB.NOTES: Fa �� S� EXPANSION JOINT <Q Er DETAIL SHOWING TYPES OF GRATES p-113A- " Q<
D1!5ray Y I��M ' Y MOOT FM PIPMSI FROI TOTAL CU.MS.OF 64150 wxwm.ON CENTER. AO STEPS MIEN DOMAN WIN SM.MOM°MOWS. 5o_ ��T y a Ey a I CO. ,'e" I 8 q�T y USE ACCORDING TO WATER FLOW. B-� 11_I 'elil lllllll
'_> III,B-BS=- -. gogo••= sD �aEmIE- 3^0sz iD I gg0iz
R,-tt�''tt�IT.'i�l �a!� It REmtRO.n t"t� 0� r �ENI �" -{ 1a wyW Tg TYPE•'6'• CTYPE E TYPE i A -` A 1�'r Wt�.�O
yRg 1 RIRI! y�T I �E II t s y8r �T, 71 y �9
"3 il�- � i . �+L _ . ....,,D°M..OF BO,MO TO MAP y�LLgw o1fY -I IU' ogG 111I E_TT m�LLo� r�
� y��+. ��, 1 ▪ � 0,. MAIMS TO BE ADJUSTED .Ex. xT0xxemr. i*.Nl `71.'g 11111 "`y ? PLAT F;e nyyg�+. WATER FLOW FAR-.- PATER FLOW f - 1�v ` p 1aP6 Vl
N E� X r 110.ION x-S m...K"ru 0o c ",. < 1 0 z L 11111 ill
,_.„ euwui°041847rrnuTw vslxox sreEocaws �' e z N ■' 1 "J�II'1 " Q �I
1 11111 °r 'l A5ROEB SIP SION JOINT7 „�" �,,. 0
.E.am....D... m ELEVATION 5..J I N F,.°. --° I m Wm O a EA E,xE SECTION R-B Ol '. ': :� ..^� STEPS-sTo.11 -4 L I cT ,sr" 2M' L = �-I
m g rm ELEv.nm I�ItttNI1 %� m PLAN OF TOP SLAB SECTION S•S . ,m Jo Q .8�I m O
1 a - I� EINON�� o Ft 00AINS! o +MTEII FLI N - -PM sum pm.f S O
W C L _� Oa T� z m xoHswmxuuluaVncnw uoxrowucc I�Z m )WP it
SECTION A-A '�S O �/ IP-IU-rI
TOP
A -- °i - _ N C!2y e •^N we EXPANSION ELEVATION xDAML GLITTER Lxlrt ` 0.m x ZPE"F" +-TYPE R" Timm'R ' 'TYPE-EI ..i LO<1 ( ICI 'Z L^
y 72 y TT %POTION Y-Y r -" -'- iL( FAMjj a m a N 70 m a OT y
= Z i • 0. y 9 z P RAISED FLOW ARROW p C O
C7 x, YY Lis"HIGH
a> . ▪ ��,- °y ❑u P A D _r Ex 6mE m O�aESI �_ JOINT
T e O d 0 RAISED FLOW ARROW 2Sr F�� M O
X,' .................. 1- ,� ° o a 5 Cif o �E Pulaimif aoxrTrJ 10_NL \ I <rc $m o� ka"HIM. \ / / U z Z
x .R.ety o ,x o a 'u^ `oEPRaeaEo yTTax„ r, c"
T eEaTION,.::mm r"..w- r F s \\�` \ %/� <a
x.x6E900 ma
N Y > ELEVATION
ry y ry 1 / y .0 Tl U
W1..5rro5.P•aMx.y T SEE H m w WSECTION R-R DOWEL NORMLcuR xsrEEP OWES I7 $ 2:4\ \ t �I % j °^'v' z ry: ��`�,;,m - y¢ o .... m..7Cx CATm xwxA.�..x., w¢ " o' �° '/�//i o U' I��il�1� °1.axN.E aax o' "! � �' % ` it- . , I (- g . 00
SPAN i'E 1 M ®IC 1 M w s z C 2'-11 1 134%-14-- f 2'-11 i "R �" .._re 1 Z
1 11^e" N" Be I-4 O
el�.11 l�,11 '• ._,a`o ;.4 " laa� SECTION A-A 1 u,l e Q P�.
WS..aroSPIWEWDa® .1 . ::1 , �I -.11
DETAIL SEMEN NETXW I�7I 4b j 2 ',WET 2 m x sE a D z z a] .. z A A a , a 0 a a s . a e ;MEET 2 DE 2 NSLT 2 OF 2 Ione-r I 'TYPE O' -1 SECTION A-A"
OF RISER CONSTRUCTIONp3
840 SHEET 1•01 ELM INN 840.01 840.01 '"'•°""'"'$'�ro°"°°°°`°"'°�""°""'PE""°°''�"" 840.01 840.08 840.03
4 e
z 0 •x D OIETIET VI/DITCH OUTLET N/O ORW wy
1"1" 3'-8" o^y F,y I I D CAP T RIP MP GLASS I RIP TARP CUSS W'RIP RAP CLASS I RIP RAP
YD Y , !®101Fa n�K.m"exxx.ue.r '-'< .=D ° 1Y2" t" aG < A TOMS •✓ \.S.v. TOM .4,-,Toms -'.F_ S.Y._TORS ' $o 1`16
�yo I.-L.; gwoo 1"DEPRESSION �� = 4;-' 4 H
111 ig"�1I1I.. �'II rye 4g" F Jg^ fOo� • l�_li 1z^ z s s 2 6 1 , 2 1
o v , 7i'S" I "� 1 I H w�•Tzy :1� •I:' le 2 7 7 3 7 1 6 3 2 8
I X _ II 0 '44 18" 9 ID 6 4 10 2 7 4 2 B 0 i2 O
oalEg I ION Of 71.BOTTOM MAL.C..60.a, mro.� < �� � a G rJ G E E Wok og� i;;.l z.^ s „ s T s s T . z W o.
� $�ro 1 � AM sorts NOT MOM CONSTRUCT WITH PIPE CRMIIS WATCHING y¢o ¢ C'� $ygl T «� .1 1-,.'-'-' " �------J-------� ySO^q _ 30" 6 21 21 11 ?2 5 16 11 7 1] i2�'-' m
OO 96" 11 28 29 is 90 7 ffi 16 10 9 J
{ T nyDO^T 42' 16 97 W 20 96 10 29 22 13 90
oS5� 2 o
gg t� 1 r11 �����+iu co 1L•,._• �^ - - AN 26 w - ze 17 36 L�a;.7 �> .a z
F M 1+�1 M. - - 60 39 62 - - so 2t 47 .i z .2
Y--� WAFER ALL EXPOSED MM."xa,Ta.P,LC. E.'. °`®xNEw..x,xECr®x.T.E.,.ER. o = G SECTION G-G C, 1'-eh". 1'-611' H Fes' ^ 6+ ';:_�%y. 'es" - - n u es - - sd 3�z Wei ^
AN PLAN OF FRAME o l_�" 7DT - - 1oz s7 toe - - B, se 7B
.Ilx..1 ROov® 1'-7�S"1-7iS" COST IRON ' C NOTE:
osE CALaATIOR P607080S 4 x D I f
Ili
.xa�x Ixx0,o6XTAL1 m 9 W m m 1 iif GLASS.e RIP RAP RIP NAP=1W LBS./FTC ►'i i H i .
GLASS I =1os um./Fr.
o m PLAN OF GRATING I_ ..+La +�- ♦ .. 3 £
0 o T ELEVATION S F .E.9=o p'. CART IflON S 6 0 m I�r,•1 / z x O- ♦�/r�1.r`j S p 5 Z e
io Hri R wax o FRAM tt LLD j 5 M.r. 314 o x7 v 9 �1+i T- •'}I I�NPJ I�Y 41* '_W e 'e 2
sD 'Lalrz -�r,axR =tea yr> =O� �i I B ID•IJL•.1,"I• B
=6 ❑ a �D oe L`u❑ o= `d'❑
ymw iT' •a El ny ygx it. iv-- le 3tm vD PLAN►-I 21
�� ¢�
i z
o _ o ¢y'y 2
o S g O - S p 0 D go ,,�� 3'-3iA" J 2'-3$A"~ ¢I g ..go .. SLOPE 112:1 W FATTER ,�+A}'. Q
y 3 1 2" I_-=y P..l
.o a - i- DOWEL W M. sa°I yB„ w"_ 1 �x I-o y n . �. L Nl,'..e6,-1 ¢
m= More m.EnLE=10/ WAN.POPE THIS s m A¢,7 •-o SECTION H-H R,_p„ _Li
z'-x" m J m r9,w iL 1• 1•'•1 y_ 1I ex 8,4 ¢ p
r�' SECTION X-X SECTION Y-Y " ^z '0 y b� al_�°- ` a�-I� ▪ w 9 x ��� 1 +0 • . }- + i 2 Q
m _ o 0 D 1 m +lPu�x en l +'L T I D ELAN o 0
$ a .x.. FOR D ETIB am.W,x.IN BOX L P,E x) w p = zYg -I _"-11 zYN''1 1-2,...,. I "I t .o6 po CTIO ad' tt w 12 Tj
UM }ri 8'1 po 1 GEOTEXTILE
RIPE PIIMENSIONS ANO PE
,.N 10aO S r SECTION A-A 40.410440140
'P•P•P^War/;01;P'rl'� O
o e.AR"x OP
°o aw�C. d... a-ems y S,-B" 2'-6„ co !��r-y'.•-;';1-,'�+1-. T TA .6
s / 2'-s• / / 0.me SECTION E-E SECTION F-F PIPE OUTLET WITH DITCH
H.RIP RAP TO TOP OF PIPE(MAX.H r) BEOTEXTILE .fi
0.003
SHEET I OF, ao• r o.m o.az o.oss o.mx o.1m OF 1 ET 0E .F 301 ET 1 of 1 r=T.12.CLAW'6'MASS I RRIP IP RAP�,DINNLEESSS OTIHERWISE s0WNE 31.10WN Om1PPLLAANNS SECTION B-B SHEET 1 OF 1
840.14 840.14 a840.16 8840.16 876.02 PIPE OUTLET WITHOUT DITCH 876.02
Drawing No.
C5 .2

Z� 0
o �
NOTE: TARI F —'
A 27"DIAMETER PRE-CAST Y O .
RING SHALL BE PLACED 612F OF PIPE I FNfiTH OF PIPE
- 8 3/4" -• AROUND EACH VALVE BOX. Z CA N
7 3/8" • CONCRETE PAD 8` 40. LLJ _ •r•'
IND
7 1/2" 1/4' 1Y ALAI LAREER BY BRIER U
2" k—4 3/4" 1/1•• 3/b";�11/2" — — I III—III—I I E LJJ �C.I
IMAM _ —
.�
5/16"
71/4' 0MZ � `�
b"J-- ' 2" 4" INS C7.. O
1 3/8"61/4" r 1/4" 1� VALVE BOX . .—I U
11 71/2" ' CONCRETE RING i CONCRETE RING I GROUND LEVEL
J�Z
•f F M ::::
3/8" 6 3/4" — 6"PVC PIPE b :''.! r,, E :J'. .:•r;. = IIJ LJJ2 LUGS 3/8"x 1/4" H VALVE BOx151/2" 11/2" II TE MNATEGROUND ITEVELOW
211
101/4" �!I1" EOf 7/16" _I - VALVE BOX '.�VALVE BOX Z'COUPLING flPE 2'LONG
•
A Y BRASS NIPPLE14 GAUGE BLUE COATE016.. _ _ COPPER TRACER WHE 6"PVC PPE RESTING ON BRICK 6"PVC PIPE RESTING ON BRICK
7 . 14 GAUGE STRANDED BLUE COATEDWATER COPPEfl TRACER WIREWACER MAIN(SIZE VARES) STUB LENGTH VARIESII : NOI.(b,, , (SEE TABIH ` J t'GALVANIZED PIPE�, 0 \ (SEE TABLETI3'LONG 2"-50°BEND PZj .
GATE VALVE- t-WTE VALVE- yz3ry Eft
MECHANICAL JOINT NI PLUG MECHANICAL ANT O
J- (SIZE VARES UPON CONCRETE BLOCKING -< -
E T 1/2 • • WATERMAIN SIZEI -_
TOP BOTTOM COVER um111gllhllwmit
- -\ � U Q~'''
(SCREW TYPEI CERAWwz c
STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: UNION COUNTY PUBLIC WORKS DEPARTMENT SCALg UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: U. S.'O�% o
UNION COUNTY,N.C. VALVE O X DATE: 1 UNION COUNTY.N.C. VALVE BOX I N S T A L L A T O N N.T.S.
S 1 A UNION COUNTY,N.C. MAINLINE FUTURE EXTENSION WITH BLOW-OFF on E: 2 A am`
11-17-06 10-4-11 10-04-11
Yr
PAINT COLORS �% ,jp 03833s.i
N DP
BODY...................FIRE HYDRANT RED-RUST-OLEUM ENAMEL H 1210 FIRE HYDRANT RED "9,r i,I I i I mo
BONNET...............HIGH GLOSS WHITE-RUST-OLEUM ENAMEL 8 2766
= CAPS......._.._....._HIGH GLOSS WHITE-RUST-OLEUM ENAMEL R 2766 r l
HYDRANTS TO BE SET AT 11�•-•-(If
BURY LINE- EDGE OF R/W AT PROPERTY
PTO BE SET AT CORNERS CA CID
IAJI
1 EXIST.GRADE
LEVEL o
MI v�
Ai 6"MECHANICAL JOINT p
6"DUCTILE IRON ,, GATE VALVE
s - COO++
LEADER WITH - W al C)ue' 0
MEGALUGS ink14 GA.STANDARD BLUE COATED U ,ICI z
Pill__ _ .�_ COPPER TRACER WIRE R ,rrl7�� I—I O
NO.67 1111
MECHANICAL JOINT 5 I--I '_'I 'Z
STONE ED MN I I I I S I •0 TEE v O 0 HYDRANT D" u C� 8
8
'z,
18"x 18"x 6" A MINIMUM OF 6"OF CONCRETE ' A-1 o a
WILL BE PLACED UNDER THE BASE
d e
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE: 3
UNION COUNTY,N.C. FIRE HYDRANT INSTALLATION DATE:
I-2-14
` j� \/\� ___•_••�• 4G 2 —TAMP IN 6"-12"LIFT
tC ..� )8 CAREFULLY COMPACTED $
L C:�{•'� SELECT BACK FILL 1 FT.
.44 .../0 �� .: �:���i 9' 8••� ABOVE TOP OF PPE
- Ail :�:0'••C;:{- T —HAND TAMP EARTH a z
CONCRETE •4" " 1/2 OF STONE• i NOTES: .°s
PIPE DIA. MINIMUM COVER IS 36"
2"PVC SDR 211200 PSII s m e A' V A'
6"-8"PVC SDR 18 s ? A' V 3 V y
CLASS A CLASS B 12"DR LARGER DIP DIG OUT FOR BELL a .`U, X3 ,4B e5
o a 8,, o= do OG 20
BE NO STONES LARGER THAN 8 67 STONE
SHALL BE USED IN SELECT BACKFILL
NOTES:
ALL CONCRETE=3000 PSI
ALL STONE=N.C.D.O.T.NO.67
V
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL STANDARD DETAIL 8SN T 5. SCALE:UNION COUNTY PUBLIC WORKS DEPARTMENT UNION COUNTY,N.C. PIPE BEDDING 1D17 U6 N.T.S.
UNION COUNTY,N.C. 1-1ATE:-10 Drawing No.
WATER TRENCH DATE:
C5 .3

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12' L 'BANKS a.3H3S.`
ANCHORAGE SCFEDULE
MAX ° _ CONCRETE
CONCRETE 111/4^_BEND tt V2°_BEND LS°BEND 90°BEND - TEE .TEST PRESSURE
/�''i'''I' QP\��`�
PIPE SRE L H L H L H L H L H IPSII EXISTING EXISTING
fi• WATER MAIN WATER MAIN
16" 1'3" 2'3" 1'6" TO' 1'6" PO" 1'6" 3'0" 1'6" 300
\�N B. 1'6" 1'6" 2'6" 1'9" TO' TO' 3'9' 2'0" 2'6" 2'0" 200 THRUST BLO KING
DITCH BANKS ��� YO" '" '" '" T9" 73^ '' '" '" '" 300 RESTRAINT JOINT
UNDISTURBED 12, THRUST BLOCKING OPPIPE FROM VALVE
EARTH '" YO" '" 'fi" '' T3' '' 'fi" '" '" 300 _ _ TO 54'PAST CASING TpppING SLEI E
PLAN 45°BENDS DITCH 3'0" 1'0" 4'0" 3'0" 4'6" 4 3' 6'0° 3'9" 4'6" 3'6" 2300 _
BANKS 14 4'0" 1'6" Sr' 3'6" 6'0' 4'3" 6'6' S'0" Sr' 5'D" 300 TAPPING SLEEVE i� L VALVE 54'
ALSO 90°,22 1/2°,111/2° 16^ 3'0" 1'9" 4'6" 3'6" 5'0' 4'6" T O' 4'3" 5'0" 4'D" 200 8 VALVE
ENCASEMENT
PLAN TEE DIP =
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY $ $
OP WATER MAIN
DITCH BANK
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY OF 2000 P.S.F.AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST ENCASEMENT
H CONCRETE SECURE VERTICAL BENDS BLOCKS MAY BE REVGEO BY THE ENGINEER WHERE BEARING CAPACITY 0
OF SOIL VARIES. OPTION"A" OPTION"B"
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND• TIE IN-DUCTILE IRON DETAIL TIE IN-DI,RESTRAINT JOINT DETAIL
DITCH BOTTOM PORTION OF PIPE BEING ANCHORED.
DITCH W -I
BOTTOM - ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I.CONCRETE. 0
H/2 VUNDISTURBED _r
EARTH MAXIMUM VERTICAL DEFLECTION SHALL SC OOT/C' NOTE: >'1 [�z
MIN.11/E CU.YD OPTION"A"OR"B"WILL BE REQUIRED,DEPENDING ON �•/ z
UNDISTURBED EARTH" OF CONCRETE JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION REPAIR OR THE AMOUNT OF SPACE AVAILABLE,TO BE FIELD VERIFIED 7
ELEVATION AT FITTINGS REPLACEMENT OF JOINTS. F-1 8
VERTICAL BEND
,T, U
UNION COUNTY PUBLIC WORKS DEPARTMNT STANDARD DETAIL STANDARD DETAIL STANDARD DETAL W 0
SCALE_ UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE UNION COUNTY PUBLIC WORKS DEPARTMENT 5 I� ~ U
Nli THRUST
T"]I IC'T BLOCK
N/A 1 N[ATLSE: u ✓ '^ O
UNION COUNTY,NE. THRUST BLOCK DAIL 16 UNION COUNTY,N.C. --RVJ SPECIFICATIONS DATE 7 UNION COUNTY, TAPPING SLEEVE DALE. 1 8 ^ VI1
11-11-06 11-1T-Ofi 11-11-06 F 1 1 Fr, 5 Z
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a
SEATER MAIN CROSSING
UNDER STORM DRAIN DETAIL
ONLY APPLICABLE IF
MAXIMUM DEPTH OF BURY
FOR VATER MAIN IS LESS
THAN 6'AT CROSSING.
' -II III III I11 I 11 1 -III I 11 111 III I_I r —III—I I—III
PROPOSED] 6.0'DEPTH(MAX)
GRADE 30.COVER IWO
\ 45 DEGREE 45 DEGREE Q
P /' BENDS BENDS O
" 12'(MTNJ I
54'RESTRAINT JOINT DIP,. I �54'RESTRAINT JOINT DIP X Z OV
RESTRAINT I1 �� 9
RESTRAINT a Z
JOINT DIP I. "I JOINT DIP
20'RESTRAINT JOINT DIP
9
we 4' `V 4'
UNION COUNTY PUBLIC WORKS DEPARTMENTSTANDARD DETAIL .3 .`v, ,, B e d o B e 2
BIN ,Ea 88 do MG kA
UNION COUNTY,N.C. WATER MAIN UNDER STORM DRAIN CROSSING Dar
OB-31-16
,qWWA
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8
Drawing No.
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SURFACE COURSE 01
SF9.5B-FINAL LIFT TO BE APPLIED AFTER 75% 1/2inBTUMINOUS EXPANSION JOINT@20N MAX SPACING �W �N�.•^,.I-
DEVELOPMENT OCCUPANCY OR 1 YEAR FROM AND AT VERTICAL WALLS.ALLOW in RECESS MU
INTERMEDIATE COURSE PLACEMENT BELOW TOP OF SLAB TO SEAL w/WATERPR00F SEALANT W Ln y
(WHICHEVER OCCURS FIRST).TAC W M
COAT
(SEE KSECTION I.E.4) I` CONTROL JOINT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O '� O O
w TOOLED JOINTS PER PAVING AND LAYOUT PLAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z p 00
cn
INTERMEDIATE COURSE U o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I-190C a JOINTS TO BE}inXi-kin DEEP wI WATERPROOF SEALANT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
BASE COURSE CONSTRUCTION JOINT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C ro O O //�M{{ �"
COMPACTED AGGREGATE BASE COURSEAli I ■R✓ .--I
30 IF USED,INSTALL}In DIA.SMOOTH STEEL DOWELS 1Rin o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.a•TOGA" O U'4
SUBGRADE ' ® O.C.,3R LONG.GREASE ON SIDE OF STEEL AND SEAL AS 000000000000000000 0 0 0 "000000000000000000000 w COMPACTED SUBGRADE(SEE SECTION 1.A.18) o, DESCRIBED FOR CONTROL JOINTS(TOOLED JOINT) 0° Q ® I J Z M p"
• .--I
NOTES: •:-$0.0,0 ".�°O ori.im,..,moo,. y w
F 1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ASPHALT CACAOS dy" ".SCE°/p,a ",••.:.e... 0 0 0 0 0 0 o O O O O
uJ PAVEMENT DESIGN PER ACTUAL SOIL CONDITIONS AND OWNERS ► AGGREGATE BASE COURSE,COMPACTED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2. SEE Mco ATERIALS RIALS AND LAYOUT PLANS FOR ADDITIONAL /1. \REQUIREMENTS. \/ / / / / /\\//\//\// \ 95%COMPACTED SUBGRADE
INFORMATION. \\\�/,,/2,"/\ ' .\ \\�� •-o am WIDTH COVERED wax DETEGTsLE WARW.wT O O O O
//,/i / NAP.WIDTH of RAWP) 111
TRUNCATED DOME PLAN VIEW
MATCH EXISTING
FINISH ASPHALT - - NOTES: I TRUNCATED DOME SPACING
ASPHALT PAVING DEMON(PER GEOTECHNICAL REPORT) Portland Cement Concrete oasis. DEMBEDDED ETECTABLE
EXISTING GRADE ELEVATION NEW ASPHALT
HEAVY DUTY Recommended Minimum Pavement Section MP rtH PRIOR APPROVAL OF THE Cm ENGINEER FOR OTERML TYPE AND INSTALLATION DL
COURSE ( RRILIG U U 0 WAIN DRIVE
TRUCK
ASPHALT 2'-0'MIN Thickness(inehes)= 1 SECTION CWI H CONSULTING GEOTECH PRIOR TO NO RESURFACDE,PRODUCT W UM OF a Fe IN W0TH, NOT LESS 'I 1
ASPHALT SURFACE COURSE Layer SPaMIcaYon' Automobile PEDESTRIAN TRAVEL. 50x-THE wool OF SIDEWO LEONG TO BACK or RAMP. ,P•I IN01.( /
Mein Drivea 6 INSTALLATION.REFER TO REPORT FOR bZ''.
(SF SASS) 2" 3' Mae Areas Heavy Duty PERPENDICULAR \ (
Tmekeas Hea Du ADDITIONAL INFORMATION. eNs I�n . �z- d
INTERMEDIATE COURSE 2TO INF GRADE BREAK BEIWEEN RA RAMP RON AND THE STREET. WHERE DETECTABLE WARNING.
EXPANSION JOINT SPACING.SEE LAYOUT PLAN FOR NTROL JOINT AND SURFACEw A SLOPE T L THAN PERCENT. IL�11
(119.0C) N/A 2" Portland Cement Concrete n,oTopsi 5 6 E 3. SEE PAVING PLAN FOR CONCRETE FINISH. HERu0HT-ON B.DECTECTABLE WARNING AREA SHALL CONTRAST VSUALLY WITH OR OAR«-ON-uTan.ON THE m000 ADJACENT GUTTER.STREET OR .OR pp•": ¢
_ MILL 2'-0"MIN. MN,FRENCH CRAY IS PO BE Aggregate Base ABC - - 4 4. WATERPROOFING SEALANT TO MATCH - MINIMUM =_ �zU o
AGGREGATE BASE COURSE OF EXISTING CONCRETE COLOR TRUNCATED DOME SECTION ✓\ w,E„z �C,�
(ABC) 6' e' ASPHALT as ahoua me.me cannt No.Carolina Department of Transportation(NCDOT)Standards O MATS NRESIONSTO B ROOr ITUa TURNED-DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TMP HAZARD. 'da \ . ".
-APPLIED IN TWO EQUAL LIFTS SURFACE 1. MEMO onoaioopeteu vemc Naamp es omcnoea m1rolac0Uocnnnoneecoon. CENZ\ R
COURSE 1 In areas rd antci axe n. trails Ere ,Na delivery m ssa,mks,or lnans(e mg.durn r t I,
NOTE ASPHALTIC CONCRETE DESIGN PROVIDED BE GEOTECHNICAL pads).and areas..rag m
a turning taw ar maneuvering or vehicles.
REPORT.SEE REPORT FOR ADDITIONAL INFORMATION ASPHALT TIE IN SECTION'NOT TO SCALE
.0 ASPHALT PAVEMENT(STANDARD+HD) 2�HEAVY DUTY CONCRETE PAVEMENT TRUNCATED DOMES
PLAN AND SECTION 314'=1'-0' ; \�P s�Oti� s
SECTION 3M"=T-0' SECTION 3l4'=1'-0" I r g am'-
U yy�y oaa3s�46-Y
Innn
a 'RADD t qA SURFACE
�„RAD,3UPFACET S� ti
12"PAD. I — LLSJOM
NOTES: fx"V wBss=SwPE ..SLOP[ p 1"S"RPO _�J=• ` am oOdz�
c.
E rnsausxm FOR THE ADJACENT STREET. E MoeWNx r« e �yllr r. = L]. — }.R_ a��DAm,I, ENStrV,Lirmr,N0rtiMAT CURB . ,.. O l �,-.•RADA
I 21-air 1 "RADA 1,-6�, yi r a
,rani ,xE Sp-z Ruxmxc SLGPC ; VI YMD NUT FOR T,HE CEMENT TRADE
2'•6"CURB AND GUTTER 1'-6"CURB AND GUTTER1.4.1. �'.I
a B"%12"OR 18" B"X 12"OR 18" a r'�
DIEN THE SLOPE FROPA LIP TO FLOWIJNE AT RAMP MAY EMCEED OR.LONG. a'-0" PROPOSE. CONCRETE CURB CONCRETE CURB 0
I7II
THE ALGEBRAIC ADDIF 15 LERU ETw I0PPI NG• - 010 nee • EDGE OF ' BACK OF CURB SEE CID..10ON JOIN! Pia
,THESE.0 San • �I � 000000 PAVEYENT SFE CID.10.1]B GENERAL NOTES
-•-•-• 4 1I z.a YIN. fig„RADIUS .uvA `InNINEWESII -� I--I
z" e
ov8:gregaMill T 7„ • 2'-0'CURB AND GUTTER 0 0
WV5A5«o<al` Y B I (MATCH I NEe I oo ma L P „ �r ck®"�".. ".. 1Oi -n_ :FT e rnllti`I7" w 1'-6-CURB AND GUTTER a.
�D NT AT BEMN-x yf
x PR= LIP •
OF GUTTER/EDGE OF PAVEMENT [, f-I
wUrH) 5 -I- w TG t 5X(BMX MAX) FJVRESSWAY GUTTF,6 BNODLOER BERM GUTTER ~W —� `.+
SLOPE a--ALP TD T sx(BMX MAx) B"%6"MEDIAN CURB VALLEY GUTTY �Cir= ]
PLAN VIEW \O L -C--UP To TOR NMt7 ^ a 'S O
SECTION VIEW OF CURBS OR CURBS AND GUTTERS ¢ed to-o .. to'-D- <„� [j�z
ITF10 bI",U0.'o:
TONING s(�E00%00 I MAX F BACK A GENERAL NOTES: FILL x 1"DEEP o V a Z Q
["U00000 SOOT µD RUMNN.ISG WARNING SURFACE w -PLACE CONTRACTION JOINTS AT ION'INTERVALS,EXCEPT THAT GROOVED OR SAWN H W= .g F+1 U�y
[ JOINT WITH JOINT Q F'�� 'F/LyJJ
A 15'SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN y 8 0 iIJ
1 ROPE(BEYONCO y- T VN SATISFACTORY SUPPORT FOR THE FACE FORM GAN BE OBTAINED SEALER .1, ,,, R DJ PLAN VIEW �€ U
COPE • WITNWT THE USE OF TEMPLATES AT 10'INTERVALS. '."RAD• GUTTER >WO
T PPi. -JOINT SPACING MAY BE ALTERED IF REWIRED BY THE ENGINEER. '"�• PAVEMENT —ar SURFACE g 0 Z 5 ~ Iry�O
a- y a�SDENMLx� P RAMP ACRE P.LOCATION -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SUPRA E 99 a '^ J..
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. �V V�� a a vj
AZ 50050 o.sp uo ou0m UP TO 7.5X
(ASS Wx,) �F �'"S� e� CONSTRUCT NON-TEMPLATE JOINTS,
EXCEPT I MIN.OF EDIA DEEP. -
-FILL ALL CONSTRUCTION JOINTS,EXCEPT IN 8"x8"MEDIAN CURB, NOTES: s' O rl O
WITH JOINT FILLER AND REALER. FFrL4 , ,
2'-0"CURB AND GUTTER RAMP DETAIL wPERl CLOS 111, a pub PROPOSED
PROP. 11,'. I 1. TRANSITION TO BE ALONG BACK OF CURB. F
MORES FOR CURB oar, /r0.55B -SPACE E%PAN9IEC JOINTS AT BO'INTERVALS AND ADJACENT TO PAVEMENT L F i /•1 0 a
oumR ormasMN AT RN,Rs ALL RIGID OBJECTS. JOINT F`•1
TYPICAL RAMP SECTION AT CENTERLINE NOT TO SCALE LON6ITUOIMAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS
846.01 5
d e
4 ACpCEN NNDPLAN E RAMPSECT 5 CUIRB&GUTTERSECT 3/4".1,0 67 CURB TRANSITIONPLAN 3/4'=,o
1/2inBITUMINOUS EXPANSION JOINT @ 20N MAX SPACING ...CONCRETE TO HAVE TROWELED w
AND AT VERTICAL WALLS.ALLOW 121n RECESS DECORATIVEIARCHTIECTURALCCORING PATTERNS. 1T v2'EXPANSION JOINT
BELOW TOP OF SLAB TO SEAL w/WAERPROOF SEALANT �S
MEDIUM BROOM FINISH,PERPENDICULAR TO TRAVEL a 0 G 1/4 PER FOOT PROPOSED CURBS GUTTER
O
rr
ONTROL JOINT }'BITUMINOUS EXPANSION JOINT @ 20'MAX SPACING G AT
i
TOOLED JOINTS PER PAVING AND LAYOUT PLAN VERTICAL WALLS.ALLOW�"RECESS BELOW TOP OF SLAB TO • N ',�95•
JOINTS TO BE 1I4InX 1-12in DEEP w/WATERPROOF SEALANT SEAL W/WATERPROOF SEALANT PROPOSED a•CONCRETE SIDEWALK 0
W ONSTRUCTION JOINT 4'THICK 36W PSI CONCRETE 0 2B GAYS G z
U DETAIL SHOWING EXPANSION 'S
LL IF USED,INSTALL 5/8in DIA.SMOOTH STEEL DOWELS 16in O.C., JOINTS IN CONCRETE SIDEWALK z
3R LONG.GREASE ON SIDE OF STEEL AND SEAL AS DESCRIBED GROOVE JOINT IN SIDEWALK NOT TO SCALE
FOR CONTROL JOINTS(TOOLED JOINT) CONTROL JOINT SCALE:NOT TO SCALE
-TOOLED JOINTS PER PAVING S LAYOUT PLAN GENERAL NOTES:
JOINTS TO BE i'x 14"DEEP 1.A GROOVE JOINT 1"DEEP WITH 1/8'RADII SHALL BE REWIRED N THE CONCRETEm
1/B'RADIUS SIDEWALK AT S INTERVALS.ONE 1/2-EXPANSION JOINT PALL BE REQUIRED AT 45 Po_
" INTERVALS NOT TO EXCEED 5O'AND MATCHING EXPANSION/CONSTRIICTIONJGINT IN "O ,o p" ry
IT .u,=,a}.�. qp,;- _ �a VA 1"AGGREGATE BASE COURSE,COMPACTED p ADJACENT CURB.A SEALED 12"EXPANSION JOINT WILL BE REQUIRED WHERE THE ? �' ^I Y
.TIC% m,o oro9^ eta o R. > SIDEWALK JOINS ANY RIGID STRUCTURE. '3 .0, Fq 3 ",e C Eq S 0, B 1B
\ \ \ \ \ \ \ \\ 2.SIDEWALK AT DRIVEWAY ENTRANCES TO BE 61THICK. o i E G O 8 d Q MG kE
�� �\\�\/\ \�\ Sin AGGREGATE BASE COURSE,COMPACTED 98%COMPACTED SUBGRADE
/�///�/. L 3.WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'.
THE C
05%COMPACTED SUBGRADE WIDTHOOT.OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY
SECTION JOINT FILLER
NOTES: 12• 4.WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE A MINIMUM OF
1.CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH
CONSULTING GEOTECH PRIOR TO INSTALLATION. TRANSVERSE EXPANSION JOINT
2-SEE LAYOUT PLAN FOR CONTROL JOINT AND EXPANSION IN SIDEWALK 5.SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.
JOINT SPACING. SCALE:NOT TO SCALE 6.CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI.IN 28 DAYS.
3.CONCRETE SHALL BE 4000psi @ 28 DAYS. /1
4.SEE PAVING PLAN FOR CONCRETE FINISH. 7.ZONING CONDITIONS MAY REQUIRE ADDITIONAL'MOTH SIDEWALKS
5.WATERPROOFING SEALANT TO MATCH CONCRETE COLOR WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
A
7 I HEAVY DUTY CONCRETE CORED CONCRETE
SECTION 314'=1'-0' I SECTION 3/4'=T-0" Drawing No.C5e✓G\

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3. WHEN BARRICADE IS USED ON A STREET SIIIS,ME SIGN Al
THE.CENTERLD.SHALL BE SUPPLEMENTED WITN .g`�`CONNECTIVITY SIGN. SEE DETAIL s0.oec. SIGN ONION TrAll R.
NvDAROS M. .ALL MEET OR MEM M�µROAR r.
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4 END OF ROADWAY MARKER
i SECTION 3l4"•1'-0'
P . ) >
' e"-IY rr _ E PARKING SPACE PAVEMENT MARKINGS
' "bifoo III 'ImEfair'Sac liV,l .n ..,1 oi7i —® ® ® ® ® COO
n°urTEn ,"l Ley a¢ays _ roT ACCFSEIRIF PARKING RFCIIIRFNFL 'ACCESSBLE„oroSnmxe) xo
1 ` ~U r V°x°E° :s NEE T°.E wa xcE.i (sei VA'E)wrz
NHLLO� °IUEmIw� • II, ■ � I, BmC.,v Ewry
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SIGN MUTCD SIZE -�V,i4. �41 � T Tw .�'a Ta.G:T,nx - o r r . . . r w 'w�.�:„sorLE o
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•
SECTION A-A ® ® © 2`
STOP R1-1 30"x 30" ISOMETRIC VIEW Cell x n'ro,a° ex n T.T. AICSssls'E a.s
_PA'LEwETn Ew°Na nAI. 11� x r Bx.Ero loin,..TxB 0XA. ..'MOWN d,o` OVUM��AICEBBBr a.. J .,:eLe NO .B RESERVED r.'.
E mx.x FULL WIDTH OF THE LL w REFERENCE: m Of N ron,,ow M . PARKING PARKING y
lit
z RESERVED
.FLNP.FLOOR AB SWAN ON MR DETAILS. tmrs: _ PARKING 1 r ANY II e �, r �.
w wax w TA sECUExeE mvaew TxE ante aB.. "0J01x'NB "'''Enxa L"'"ex wnx. ,) g i ACCESSIBLEklIOVNTED AT 7 FEET FRON oRA3F To Boum FIVE OF SION FACE(FIR •;''SONS,RaC B P7-6 E.ce N wwex to Es.41.BE vE xm I:' TIME
5 i �, v v ry
I PE
FriMtaT
RASP WIDTH.nu E.x wE.wulk = ACCEVELL
E aB we a u�tm �� ZONE spa
Nor TO SCALE @ OO O O OO OO ate®. �� smExuy ¢ EBi L .CLEARANCE VANE MUST OE GREATER v. INCHES o LIMNc '°C
-/°STR°1.o`rw,R rIMMIrxSraMFa.� r W4.MIS DETAIL 13.PRON.LEHEN,GIJIWNCE rao PAWING LAYOUT MO
MUTCD "STOP"SIGN 0O 0O 0O v _ nrim
i EarrAminm�man __\ � 6 suE.Lwa.wC Nc Bx°Ixc c°oE ECt.CCm��`"ca` sc=kEwETAI slw Cn.L
T , ' 0 0 0 0 0 wEEEn TxB..SS metsi Falmr>ma 25
�\ �»nl•nxCN. `
rIMMINIMIESIENIN
0 O 0 0 0 aIMIDIFa.� .E ":`'rs
/
— flEfl®�® a
=
lff
n ° zl CxExE°ECw
x..OF DIOENALK DROP SIDEWALK AMES. D"°" E ADA PARKING AND SIGNAGE STANDARDS A
E°Va.x LCt .z PLAN VIEW 3 DETECTABLE WARNING DOMES am E ET B F
6 STOP SIGN w° ,.'x'".FL°°"°WIDTH) 8848 O05 E PLAN 3/4•=1,0"
i ELEVATION 6"-r-o"
[hawing No.
C5 .6