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CONSTRUCTION PLAN SET
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605 DELANEY AVENUE
ORLANDO,FLORIDA 32801
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IJNITED PARCEL SERVICE .
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147 PARCEL DRIVE
PLAN SKEET 1NDFIX
STATESVILLE, NC 28625
CONSULTANTS NO. TITLE DATE
PARCET , No. 4745-57-4900 CS COVER SHEET 05/01/2019
A. CO.1 EXISTING CONDITIONS /DEMOLITION PLAN 02/15/2019
OWNER: RALCAR CORP
C1.0 SITE GEOMETRY PLAN 07/18/2019•
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STATESVILLE,E,NC 28625 AA 0 C2.0 GRADING, DRAINAGE AND UTILITY PLAN 07/18/2019 o W
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APPLICANT: UNITED PARCEL SERVICE, INC. Q LLI
SLOMSKI N2� C3.0 SWPPP/EROSION CONTROL PLAN 05/01/2019 0
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SURVEYOR: SETH F. MARTIN :,: ,,:. c\I_ _ _ oo
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WATER: CITY OF STATEVILLE COLLECTIONP4
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STATESVILLE,NC 28687
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TELEPHONE: [phone] BEGINNING AT AN EXISTING #5 REBAR MARKING THE NORTHEASTERN p••4
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SEWER: CITY OF STATEVILLE COLLECTION CORNER OF FREE NANCY PARTNERSHIP (NOW OR FORMERLY) AS
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301 S. CENTERSTREET DESCRIBED IN DEED BOOK 1206 PAGE 1 608 OF THE IREDELL COUNTY
STATESVILLE,NC 28687 REGISTER OF DEEDS, ALSO BEING A POINT MARKING THE WESTERN C°::)
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TELEPHONE: [phone]E DE LLC (NOW OR FORMERLY) AS DESCRIBED IN DEED
ELECTRIC: CITY OF STATEVILLE COLLECTION BOOK 2183, PAGE 2012 AND HAVING NORTH CAROLINA GRID
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NANCY PARTNERSHIP AND THE EASTERN RIGHT OF WAY LINE OF NORTH
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ox DEED BOOK 799, PAGE 832, ALSO BEING LOCATED NORTH 14 DEGREES alton
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SAID RIGHT OF WAY AND AS SHOWN ON PLAT BOOK 39, PAGE 100;
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THENCE WITH THE RIGHT OF WAY OF NORTH STATESVILLE,-
DRIVE NORTH 14 DEGREES 36 MINUTES 51 SECONDS EAST FOR A DISTANCE a e •
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DEED BOOK 336, PAGE 412; THENCE WITH THE SOUTHERN LINE OF
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in AMES FARM INC SOUTH 75 DEGREES .36 MINUTES 51 SECONDS EAST
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FOR A DISTANCE OF 379 . 66 FEET TO AN EXISTING 1 6 PIPE 2019 . 07 • 19
CB 02/15/2019
0 0;of :: MARKING THE WESTERN LINE OF THE AFOREMENTIONED STELDEP LLC; DRAWN BY: SHEET NO.:
oo.�,N ;: " '= " <: ;.,,.. THENCE WITH��� w ' C I H THE WESTERN LINE OF STELDEP LLC SOUTH 14 DEGREES RM
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"rc 36 MINUTES 51 SECONDS WEST A DISTANCE OF 601 . 06 FEET TO THE 14 : 56 : 23 SCALE:
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0' 15' 30' 60' 605 DELANEY AVENUE
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SCALE: 1"=30'
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^" CONCRETE 7,650 SF 0.18 AC
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PAVEMENT: 69,990 SF 1 32 AC
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BUILDING 66 SF 0.42 AC
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TOTAL
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06 SF 2.20 AC 42.0%
�'` �;,:' PERVIOUS: 132,192 SF 3.03 AC 58 0
\ `'' ` :., TOTAL: 228,198 SF 5.23 AC 100.0%
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L,, _ _—..... .—._ _. _. 51 W .,. 1s06 __. _.. _^. _ - _ NOTES
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_.. _.._._ _.. _._ _ __ - _._.,, .__.. -.___ r''-" " ON, THE CONTRACTOR WILL
\-•' _.....-, _- _ , .........._ ;. _ ;,y.........._... �_.. COORDINATEIO TO HIS OMACTIVCIT ES WIMOLI ALLI THE UTILITY PROVIDERS
- . - _ _ _. _ - - ,: ,_. \,,, , , . EXACT LOCATION OF UNDERGROUND UTILITY,.., -� �"�� VING THIS AREA CONTRACTOR S TO FULLY COORDINATE WITH
- ..... RGROUND
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; COMPLETELY REMOVE AND DISPOSE
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FOUNDATIONS; MBER AND BRUSH; (EXCEPT AS
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LIMITS SHOWN2,2, 7' :
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R DISPOSAL OF ALL WASTE MATERIAL
4. WHERE PAVEMENT OR STRUCTURES TO BE REMOVED ARE z
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®��®®4��®�®.�®ewe'��4®�*�►�0�e4�®�®fie®®�.®�.ee.� " OFF-SITE), RESTORATION OF ANY DAMAGE RESULTING FROM W
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/ ;. ®m®*�t8 e���®®�4�m���.0�'S�®4�.�e�ie�4®�®®®**��� %. BETTER THAN EXISTING UNLESS Q
®®� ��e0 ��®® ®�� ®®m 08®®e���i���B�. " ;, SPECIFICALLY EXEMPTED ON THE o
0m'���®®��0�me®�e��®��®�e►e�e���~�®�m���0�e���►�►�. : r PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL
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ITEMS AND NO EXTRA CO
EXISTING TREES TO BE �eme�XiSTiNG SHED �0���®® ®0��®��e�Ij��a�����e�®���� TO OTHER CONSTRUCTIONCOMPENSATION >
" REMOVED WITHIN �md�. 'TO BE RELOCATED m8e�'�®®�®0��������m��®�®®� WILL BE ALLOWED. "'
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LIMITS SHOWN .,'
5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS
;,; . < !`., ,, r �� m �4► �, ,�® 0 m0 �Oee �.��► HAVE BEEN DETERMINED FROM LIMITED AVAILABLE INFORMATION AND
• { k' E, , 0���'®®��eAtir. 4#4, 4#40 44, �.40. ®48 IS GIVEN ONLY FOR THE CONVENIENCE
` �s� ® ®® �� 8•�0 �� �A®� ~. mm 8 0� ® NIENCE OF THE CONTRACTOR. THE
` <'' : 0e ��' �. �''�� 'fie �® �® ® a' OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR
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�w0a®���®®d® mer��:f0� ,'( A'0®®m���®�®�.�aB�� PRIOR TO COMMENCING DEMOLITION, THE CONTRACTOR SHALL VISIT` i t - EXISTING LIGHT POLES �'� ® �� ® ®� 0 + ®�d� 0 I ®® �' �® 1/40
® B m e® ® ®� m �� �® a ��� �'�®m .40 THE SITE AND DETERMINE THE EXISTENCE AND LOCATION `"""6j' "'
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t, w ; i'-;';�=ky:' EXISTING LIGHT POLE TO BE REMOVED ��®��►0�® �r�40404,�ee8�®4O .. . . . . .4410P4,4,144.40401.� � �. .; z ; STRUCTURES UTILITIES AND TREES SHOWN OR NOT, °°4 ��= ,',/,''',.,.. 2
® �m ���e ®e®�� �, 0 ON THE ,,,•,�`� -R -,
°' "' ' ''' > TO BE REMOVED '�,®® ®4w� Om �' ® .'� .�EXISTING ASPHALT . ®4101N7 � �
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k r ® ee�� �e�� ®��® �0� 0 TO BE REMOVED TO ®�e► �� ® 'p• '�0 a
rn ;w • __ ���m ®�� ��®� ��®'me�� ���®�' ����8��®�� 1' PRIOR TO PROVIDING CONTRACT PRICING AND PRIOR TO o� o d�, ti-'_�,
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�r�m�'®®�4®���e�®4®®��®► m' ®e� ��e0 �® �® m �� I "`�;" 6. THE CONTRACTOR IS TO COORDINATE WITH THE APPROPRIATE �� ;`'''
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SERVICE PROVIDER. THE RELOCATION OR REMOVAL OF ALL o v �', .� 2
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o ),^ ,_ • / 0 �; : �'�®,,;: FAO. ��� ®�0 8�.��Om��a��®���►��®�� r OVERHEAD/UNDERGROUND UTILITIES (POLES, LIGHTS, LINES, LTC) IN `.;( °� Q','
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�►m�® BUILDING MODIFICATIO
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a v '`= ( REMOVED AND DISPOSED i ®e ® �4 O �4
it ;:'t •- - ='., ' -,,,;?;�G: ;a` • ® ♦�i►e ®®®♦ o FEEDER CURB A FULL DEPTH ALONG THE DEMOLITION LIMIT PRIOR TO REMOVAL. T�
- OF BY USA MODULAR ' ; ®�® 4►®®0� a�®� .
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DEMOLITION
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(..4 N M THE PROJECT SITE. PROJ MANAGER: DATE:
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.i�C�11.®rg 18-078
.. PROJECT NO.:
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AP
44
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.,�� Er4:NGR.(NEERfNC,, LW.
605 DELANEY AVENUE
ORLANDO,FLORIDA 32801
PHONE:[phone] FAX:[phone]
0' 15' 30' 60' EMAIL:[e-mail]
SCALE: 1"=30'
w w
SITE INFORMATION
SITE AREA: 228,198 SF (5.23 AC)
EXISTING ZONING: LI - LIGHT INDUSTRIAL
AREA SUMMARY:
TOTAL SITE AREA 228,198 SF 5.23 AC 100.0%
EXISTING BUILDING 18,366 SF
•
PROPOSED BUILDINGS 1,601 SF (MDC) & 3,773 SF (FEEDER)
EXISTING PAVEMENT TO REMAIN 49,730 SF E~
•
PROPOSED PAVEMENT 91 ,581 SF a,
•
OWNER: STELDEP LLC TOTAL IMPERVIOUS AREA 165,051 SF 3.78 AC 72%
ZONING: LI - LIGHT INDUSTRIAL TOTAL PERVIOUS AREA 63,147 SF 1.45 AC 28% w
USE: INDUSTRIAL
Y
cn
Si1/2" PIPE
'36'S1"W , '
SETBACKS REQUIREDw
�, 601.06' BUILDING PROVIDED
:::
30 FT
"� _ .. __ .......... RRORT(EAST) ) 20 FT 240 41 FT.25 FT oo
z
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SIDE (NORTH) 20 FT 96.58 FT z W
SCM MAINTENANCE B° SIDE (SOUTH) 20 FT 65.63 FT•
EASEMENT m U O
U
in RETAINING WALL LANDSCAPE BUFFERS REQUIRED PROVIDED
2.5'FEEDER CURB I FRONT (WEST) 20 FT 10.00 f I (EXISTING) o 0
! r , , o POND RETAINING WALL1
LIGHT DUTY REAR (EAST) 20 F7 37.18 FT ct z
825 PAVEMENT �� SIDE (NORTH) 20 FT 20.50 F I
' s24 : • • SIDE (SOUTH) 25 F I 10.76 FT (EXISTING)
� 22, p - 10'X10'RIP RAP' - �22.30 6 CURB BO. .r ����: N 00
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NG SHED : PAv 12 =� BUILDING TO MATCH EXISTING BUILDING
823`_... NEW LOCATION C
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825 10' :l.G '�. .� :Weil" :g • * : r, a : .4 <...: .� . , , : PARKING REQUIRED:
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00 ': ;:''; ( ) WAREHOUSE DISTRIBUTION N
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6 CURB TYP. .-r ;:::" >_' .� 2U rr
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" ' 95 EMPLOYEES AT PEAK HOUR = rtr
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PAVEMENT TO '
4iiiil
;6"CURB(TYP) ITS SHO ;. erLength73.500ft
LIM WN
o ' PROPOSED BUILDING ADDITION 3,773 SF ;.::;_,, EDGE CURB O )
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a^o „ } _: +` PROPOSED BUILDIN ADDITION 1,601 SF AND FULL OPERATION OF THE i ' 35.55'
-o -1"4 I"�'1
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: ' FFE=1'-11"A:OVE GROUND "'-1 22-CAR MDC TO BE COMPLETED ON r _:: 827.40 PROPOSED LOCATION `� I.
.� Max
om (5)WHEEL STOPS Track Width 8.500ft
�. �. OR :':
4
BEFORE 1ULY 9,2019. FOR HVAC RELOCATION f:l:::....v. ;. . ._..,, ;
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0 96.83 BLDG.TIE r,?:^ , �
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59.4''�' NORTH STATESVILLE DR „�,,,_.,,,> - d� _.... ..._._._..
o -.........._...._._......_-_..._..._ --..... - 65.051
.- .- �........... .__......_ (PAR x• �.
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EXIST
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X o o PARCEL DR.C L ; .,,. ,,.< ' �' -__.._..__._.......____-........-._,. TO REIMAINGEOMETRY
RE HYDRANT SITl i
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o OWNER: HINTERMA
,,,,. - PLAN
N RICHARD M REVOC LIVING TR <. ,. �� i
f, : OWN ESTATE HOLDINGS _....._.._......._. _ _, ;; : \.\
OWNER: BLOSSMAN REAL
,
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ZONING LI LIGHT INDUSTRIAL ,. -, M - ZONING: LILIGHT INDUSTRIAL -: ,,,/
i; :
PROD ER
USE. VACANT USE: PROPANE STORAGE AND DISTRIBUTION
_
: ,._ 02/15/2019
� MANAGER: DATE:
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18-078
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/ • 830 BW-=82970 ! 030 • ORLANDO,FLORIDA 32801
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—•. NOTES co Li]
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•• •
- 821:30 ^5* . . 0+00 0+50 CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT
___.: • _._
-7 • —
1
-
- _._... SECTION C- C ELEVATION, MATERIALS, AND PIPE SIZE BEFORE
. BOTTOM ELEV. 823.0' .: —
24'' RCP ' ., • — 1"=20'(H) 1"=2'(V) CONSTRUCTION BEGINS.
--,-
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---
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. • _
1 10'XiO'X-14" RIPRAP -04f.fi,1:1..:_f_., .
CONTRACTOR SHALL REFER TO SOILS REPORT PREPARED BY CONTRACTOR TO VERIFY SLOPES ON ALL SIDEWALKS,
. BOTTOM i ELEV. 821.0' .
•
•
HANDICAP ZONES, RAMPS AND DRIVEWAY CONNECTIONS FOR
.• .••• ._ ... ....... ................................. ............... ....... ...... .......... .. .. . ..• ...................... ... ---••••••••••••••••••- ... TERRACON CONSULTANTS, INC. DATED: 12/18/2018. ALL
0+00 0+50 1+00 0+00 0+50 1+00 1+50 UNSUITABLE SOILS SHALL BE REMOVED UNDER THE COMPLIANCE WITH ADA REQUIREMENTS AND/OR OPERATIONAL
SECTION A- A 1"=20,(H) 1".=2,(v) SECTION B- B 1"=20,(H) 1"--.2'(v) SUPERVISION OF A QUALIFIED GEOTECHNICAL ENGINEER. FUNCTIONABILITY PRIOR TO POURING FINAL CONCRETE OR
ASPHALT. PROPOSED SIDEWALKS, IF ANY, SHALL NOT EXCEED,•:',• •.•,")-
2% ACROSS AND 5% LONGITUDINAL.
•,..-
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ALL PROPOSED GRADES AND CONTOURS ARE TO EDGE OF
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t , PAVEMENT UNLESS OTHERWISE NOTED.
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•,
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' LEAST 24 HOURS PRIOR TO POURING CONCRETE OR PLACING a
,.,,,, •-,,,, __-• ........ -- ,0 J••• 0, ,/ .
, ••• ..--- ,--...., „.„,„ „ ,,,
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'..Z; ,,,, '• , ••/ e,,,,, THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES o
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IN ACCORDANCE WITH THE SPECIFICATIONS AND
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RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL _1
„..„
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.2, , -,-; •ommeo ,--mstaies - .....,..... .....-..... ... ...._
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CONSULTANTS, INC. GENERAL CONTRACTOR (AND ALL SITE w z z
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______ _.............. ............. _ ___.... ............ ........_ ______ ............. .....____ .
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,........... ... _ ..... ... ...............„ ... ..„ _ .............__
.,........._, ........._ ___ ..............„ ..... „.. ........ COPY OF THE GEOTECHNICAL INVESTIGATION REPORT. PRIOR (.) o
„ .•,. ...._
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.0-7."2
ITJ 0 0
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0 EL 0. PROJ MANAGER: DATE:
7 to...-
,,,C4CB 02/15/2019
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18-078
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�/ 1 #RRIOS
ENC,fNEEROV , LLC.
605 DELANEY AVENUE
ORLANDO,FLORIDA 32801
PHONE:[phone] FAX:[phone]
0' 15' 30' 60' EMAIL:[e-mail]
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EROSION/POLLUTION
CONTROL NOTES
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF
CONSTRUCTION.
• REFER TO THE NORTH CAROLINA SEDIMENT AND EROSION CONTROL PLANNING & DESIGN
•
MANUAL FOR SPECIFICATIONS AND DETAILS.
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY/COUNTY
AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED
VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERMITS.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A N
PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. Z z
O w
3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR•
BE I I ER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, THE
COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO U v
ADDITIONAL COMPENSATION SHALL BE ALLOWED. W O'
A 1-261
•
4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFANY DISCREPANCIES U
�__ .__......_. ..._..---...... ...._......._. v..,,., BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.
z
::::: :' SHALL PROVIDE TREE PROTECTION BARRIERS
-.__....__..._.__ _....... TO MEET LOCAL REQUIREMENTS
, ..._,..._._.....__....._. " :, ..,_ ...,,... _ _. ....... .. ... AND SPECIFICATIONS.
_ ....._�_..........:._........... _.......... ....._.._.._... .. ..._........._-...__... 6. THE CONTRACTOR SHALL SELECTIVELY
_
CLEAR ONLY THE
.' .. ,..� _._... •�---' _._._.-.._ _..._....._..• _ _.........._.. ...,->. _..<_..._ .. :�., ::....-.'.:....r.'...1
CONS
TRUCTION AND STABILI.. ZE ANY POTENTIAL EROSION AREAS IMM SA RE— EDI TELY FOLLOWINGFOR, .._. COMPLETION OF CONSTRUCTION.
_............. 7 CONTRACTOR SHALL KEEP ANY AND ALL SAND SI TJ,,,.,,._ ._ OM MOVING
Y FR_.... OFF SITE, INSTALL AND M oMAINTAIN SILT FENCE JUST'
......... ...........
L OR OTHER DEBRIS
ST INSIDE OF PROPERTY
.............
_......_....... LINE.
... ..,....
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---- ___...... -...._......... .............. _ ._ __.. _.,,__, _.. ' ""� 8 CONTRACTOR SHALL BLOCK INTRUSION OF
-........_,,. S INTO
_.......... ANY
— •...._.. DRAINAGE OR
......_,,,,_. ,,,.,_,,,._. SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE.LIMITS OF rn
AND SILT OR OTHER DEBRIS
SILT FENCE ;; AREA TO BE...... D IN w
9. ALL CLEARED AREAS FOR IMPR
OVEMENT AND/OR CONSTRUCTION SHALL BE WATERED TO
— o
1... (TIP) :.
PREVENT WIND EROSION
DISTURBED
0
-_._,._. 10. ADDITIONAL POSTS AND RAILS MAY BE :CzEO
SERE AND SUP824....,. RLENHSMAYBYHE COUN ENGIN R BYEN
GINEER OR
E cv
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E
�, REGULATORY GENCIESIE
.• Wf�
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22. 'Q.' U
.;. SILT
ti TYP
L FENCE
w ,
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., 2 FILTER FABRIC MUST BE INSTALLED
----a
ti ,..
:.. ........(....:...... . _. ,•,, TIMES WHEN INLETS
820 ,...�.... , ,. .. ... . • . . ♦• UNDER ALL INLET GRATES, AT ALL
_. , .. ........,2 � , « ...... < . . �:�,� „:•,,..,,:. .,._,.... ,: ,.. rn . .q •. .... •. •:q -4.♦ ..::..: .• a'•, ARE NOT PROTECTED BY
, , _,;. .,. 0. < •
;.. ,.g2 .,, , ,, • �-, .. � •.,� .•. .« . o HARDWARE CLOTH AND STONE AND SILT RACK UNTIL
\ .5 , . .. .. . • THE LIMEROCK
L� -
' cv a;"cam,. a .,: w'• ..
BASE IS FINISHED
_ , ,,... .. .. � •1........... ' • '' ` 9..._:...: • • NISHED AND PRIMED.
•
•
•
•
`r • ' '� • :� „ • • • :., •''•.' 13. NON STORMWATERcv
•.gib`:': v
, .. �a :, m FLUSHING, ETC SHALL BE
4•
a; DISCHARGES SUCH AS FIRE HYDRANT FLUS
/ T . . q. xq • . :'': ,";"`` ` ,.;.' DISCHARGED TO EXISTING UNDERGROUND STORMWATER FACILITY OR M
825
a•
♦ ON SITE RETENTION POND.
R • 4 •♦
Itmllirfr
e POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE WILL BE LIMITED �``� / �'''�,
::...- 14 ANY `� Z
,} s• .•,'' AND KEPT IN ORIGINAL CONTAINER WITH MSDS LABEL . . //�' W
a
a.
a
:;aa .4'. SILT ANY SILT DEPOSITED ON PUBLIC
q•, " ' -�'�� :'• '• 15 NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS
r' ' " ' E ROADWAYS SHALL BE REMOVEDr�i ' ZP ` 6 �� 0
i
�/ IMMEDIATELY AFTER TRACK OUT. Q �', d S= E-.
d I (I
,
O
/ HARDWARE CLOTH /_.. TYP 1c �'
ah•i •
•
N
,, ........, / ' ONE AND SILT RACK
o • RUNOFF COEFFICIENT ( ) od-
„ AROUND INLET , ,,c, �K. `_..1
I (TYP)
r
•
TYP
2
�,., um] F,�
iil J PRE DEVELOPMENT 0 'f` � � w
1 ,. ' ' _.. �� DURING CONSTRUCTION = 0.52 t. `' "�
'o
� �1 _......._
......._••••••
",,..• „„
.........._ •
. :. POST DEVELOPMENT 0.74
"'�u► ..�..
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HARDWARE CLOTH
■• • IT]
?,_ ,: " STONE AND SILT RACK CONSTRUCTION SEQUENCE:
AROUND INLET(TYP) cip0)
HARDWARE CLOTH U
HARDWARE CLOTH
HARDWARE CLOTH
STONE AND SILT RACK ri1111� STONEDANAD SILT RACK ','RE CLOTH • s . PRE—CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO WORK
....,.,.. ..
STONE AND SILT RACK STONE AND SILT RACK L J AROUND IN BEGINNING ON SITE. "'�'�
:, rri` AROUND INLET(TYP) LET(TYP) :❑'c�
"_ ;; , ' AROUND INLET TYP rn
cQD) i —1 (TIP) r —1 AROUND INLET(TYP) r —I , 2• ONLY CLEAR WHAT IS NECESSARY TO INSTALL THE EROSION CONTROL
a .. L�J EIIIIIIII__I TIP I IlliII l �' ›''' lf)
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APPROVED
}
L_,J MEASURES FROMAPPROV PLAN
a, ,
w 0 ,.. i _. ._..._........ ..........._... � r., 3. ONCE MEASURESTFINSTALLED, CALL FOR AN INITIAL INSPECTION BY
v
N
C- IREDELLCOUNTY STAFF PRIOR TO CLEARINGAN GRADING ACTIVITIES
W — -- — •-- TAKING PLACE ONSITE. D
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T.
•• �w .T..: :
C° .1:. .,
i�, 4• NO MEASURES TO BE REMOVED WITHOUT IREDELL COUNTY STAFF
41) 00
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I❑ I " PROPOSED BUILDING ADDITION 3,773 SF.-`,' ca0) rT
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827 40 tv
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; PROP•:ED BUILDIN ADDITION 1,601 SF • "" I
m FFE=1'-117 ABOVEGROUND ,,.
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TITLE
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PLAN
�T.;,::TOTAL AREA DISTURBED UNDISTURBED IMPERVIOUS PERVIOUS PROJ MANAGER: DATE:
.01 01 .iC: L,i - •GY ;bS,:"f y,ay^. CB 02/15/2019
n (SF) AREA (SF) AREA (SF) AREA SF AREA (SF) •
o m (AC) AREA (AC) AREA (AC) AREA (AC) AREA (AC) DRAWN BY: SHEETN O.:
.— ,:i „< ,, ;w q :,,7 5..sxn° <r.�:-: ;?2, 1\1.V1
228,198 117,381 110,817 158,333 t„ ^y ,.:.- >:i ;.� ':�' - - k•�„�-r ��"�.�r�.
SCALE:
a m 5.23 2.69 2.54 3.63 1.60 ha,. : ' ,= > ,k• ',"trp-, ,
AS NOTED C3 O
III
o N a 'nc�'�'org� ' PROJECT NO.: •
18-078

■
■
4
o
Practice Standards and Specifications gfilzIZfOS
ENgfNEERfNG, LLC.
6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 6o5DELANEYAVENUE
ORLANDO,FLORIDA 32801
0 PHONE:[phone] FAX:[phone]
EMAIL:[e-mail]
•
Definition A graveled area or pad located at points where vehicles enter and leave a
construction site.
GQ
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads,to control erosion from surface runoff,
and to help control dust.
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
public road or other paved off-site area. Construction plans should limit traffic
Practice Applies
to properly constructed entrances.
Design Criteria Aggregate Size—Use 2-3 inch washed stone.
Dimensions of gravel pad—
Thickness: 6 inches minimum
Width: 12-feet minimum or full width at all points of the vehicular
entrance and exit area,whichever is greater
Length: 50-feet minimum (I)
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Location-Locate construction entrances and exits to limit sediment from
leaving the site and to provide for maximum utility by all construction vehicles o
(Figure 6.06a). Avoid steep grades,and entrances at curves in public roads.
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,../•.ap itt,yam• Ii 144 .I10 ••11%/ 4 ! t4J,&S*tø:?,
• a ��.�•+�� W
, , A•:`•,!►� •a._'i nt*„dr Jul I��'.im.:..
`�� 6 min � ��� �'a,*.'o�•' �,�,•.?�:•;•�♦• Q Lo
a
'•:.-.;• 0,4.E Itt:•;�, :i :•/( a
coarse aggregate " �'e:: ,c0 N
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site(modified from Va SWCC).
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N
7
en
3 a ♦ Z
� f e� a
CJ .P o Z
co
a.
a.
a.
0
El; J'i'
7.
co 6v
a
4'max 19-gunge hardware cloth
v°
(4 mesh openings) ci)
.c
P4 •••
2
•
--
>11°
NCDOT#5 or#57
washed stone I 2' 1
i
t V
to
(::) Z
C-ai"a`- ---aji„.) ',.. ;.14...44,7,-., — ,ii-. -- ,.. -7-16. -
c
4.1) oc
01
a 2
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l Coat)
co
•
NCDOT#5 or#57 filtered �1
washed stone water •
r T 1 [ �c\
o �� raj ^] ' .1
d r" t ( , i "
g:4 Q.) ...„4
' w �
g:4 ).---1
r" < < ›..
Figure 6.51a Hardware cloth and gravel inlet protection
CM11.14 Prnill
0.
E
•
m
•
Construction 1. Uniformly grade a shallow depression approaching the inlet.
Specifications 2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet.
Space posts evenly around the perimeter of the inlet,aC:::::
a maximum of 4 feet 71"
m
apt ��
0 3. Surround the posts with wire mesh hardware cloth. Secure the wire
mIII") Eilmill
to
mesh to the steel posts at the top,middle,and bottom. Placing a 2-foot flap
of the wire mesh under the gravel for anchoring is recommended. Emmill Ci)
fa
4. Place clean gravel(NC DOT#5 or#57 stone)on a 2:1 slope with a ��
.. height of 16 inches around the wire,and smooth to an even grade.
O.
o
0 5. Once the contributing drainage area has been stabilized,remove
accumulated sediment,and establish final grading elevations.
0 6. Compact the area properly and stabilized it with groundcover.
m
Cl
x
L.
Maintenance Inspect inlets at least weekly and after each significant ('V2 inch or greater) TITLE:
o F F rainfall event. Clear the mesh wire of any debris or other objects to provide
`'' adequate flow for subsequent rains. Take care not to damage or undercut the EROSION
a w w wire mesh during sediment removal. Replace stone as needed.
CO45 CONTROL
a a References Inlet Protection
o t; 6.52,Block and Gravel Inlet Protection DETAILS
NM 6.54,Rock Doughnut Inlet Protection
.o;o;
o o North Carolina Department of Transportation
2 M N
Standard Specifications for Roads and Structures PROJ MANAGER: DATE:
CB 05/01/2019
6.51.2 DRAWN BY: SHEET NO.:
o m Rev.6/06 RM /G
rn a° 111
SCALE:
AS NOTED
PROJECT NO.: C3 • 1
18-078

NI
III
CURB LINE 6" I. -� - - - - r [5/8 FOR 1 2" 44 1 2 ASPHALT
/ PAVEMENT
3/4" R CURB LINE 24" LONG (IF APPLICABLE)
8' TO 12' LIGHT DUTY E(�
2'-6" - ! PAVEMENT • ► 1/4" p ASPHALT PAVEMENT [CONCRETE �r� `� a ° a. PRECAST / 4
-. BATTER 3:12CI'III f
PAVEMENT 1 "A'=.--i ° a �� PO�TLA�I� C=ME\T Co\C. PAV=NE\T
o aceNaa0 fDS
E/VGllVEEI`fIV
o �� ° a 'n0 ' PARKING STALL a' p� a •.'.. n d��q��d g, LLC?.
0
45' CHAMFER I n .1.1.1 �0
N •
° 4 , �.Y%Y� o o
2801
a• � "Veit• - - - - S. �,A�=J �� L��°Q��° 1. GENERAL
\ C� 605 DELANEY AVENUE
I (BASE) I I 4 RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED ORLANDO, 10 FAX
V�� ; BASE �
rK�l A �• n.• . ` a .a - _z ° 20'° •. •°' °' '•Y PARKING SPACE \ 72" (APPROXIMATELY) • - PORTLAND CEMENT CONCRETE PAVING ON A .PREPARED PHONE:[phone] FAX:[phone]
EMAIL:[e-mail]
to 1 i� �� STRIPING (4"WIDE) y
SUBGRADE. THE UTILITIES AND OTHER ITEMS IN AND BENEATHL v -4 ►�• °a. . •�'-�`� - FRONT ELEVATION _ THE STREET MUST BE PROPERLY COORDINATED WITH THE
o z j=. • ° °• a. LEVEL • . .4 IA (SUB BASE) I I CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS.
Q 0_ o a • LEVEL °-�•Y j/ / THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF
�� o _ : '• n-1 va 9'-0" TO 10'-0" TYP_ -- ////� `-
�.-�.- r l PARKING STALL 6" ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND pa w I 1 ,1119y
I I ����� 1:=1 �:Y'Y'�' REINFORCING 3 INCIDENTAL NECESSARY FOR THE PROPOSED RIGID
± 6" BAR PAVEMENT CONSTRUCTION IN ACCORDANCE
1 , I I I j, #4 REBAR -II: -.• _ _ WITH THE
II-II-ii -II-II APPROVED DRAWINGS AND SPECIFICATION.
//\/ /� a°11- I:u:a°all } 1. 8" 4000 PSI, ACI 330.1 03
A. / Ial:n,
24" O.C. DOWEL BARS @ BASE MATERIAL a 2. 4° CRUSHED STONE 2. CONCRETE STRENGTH REQUIRED:
ALTERNATE SPACING BASE MATERIAL \ EQ. y - ± 8„
NOTE: 3. COMPACTED TO A MINIMUM DENSITY OF 98% OF HE
NOTE -c_ SECTION "A"-"A" MODIFIED PROCTOR TEST (ASTM D 1557). ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
OPTION 1 POUR BUMPER BEFORE PAD AS MONOLITHIC POUR. 1. DETAIL SHOULD ONLY BE USED TO CONTAIN ASPHALT - STRENGTH OF 4,000 (PCI) PSI AT 28 DAYS. CONFORMANCE
OPTION 2 POUR BUMPER ON TOP OF PAD WITH DOWELS. EQ. 4. 1/2° PREMOLDED ASPHALT EXPANSION JOINT STRIP MEETING ASTM D1751. TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY
PLAN SET 1/2° BELOW PAVEMENT TOP @ 15'-0° 0.C. MAXIMUM. ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND
j SHALL BE PLACED IN ACCORDANCE WITH SECTION 320119. 4.8.3.
FEEDER CURBASPHALT - - - _ _-�
NTSCURB DETAIL EDGE DETAIL
NTS
NTS V�►jHEEL STOP CONCRETE PAVEMENT
SLOP/NG BEAM C.L.of wall NTS
NTS o
(CREATE GRp�ND 8 W/BOND 5 CONTINUOUS CONCRETE ROUNDED SMOOTH STORM
PIPESEWER PIPE LENGTHS NOTED IN THE DRAWINGS REFLECT ONLY
R THAN 2q S� P-� .. ITSELF.THE WHERE A MITERED END SECTION IS INSTALLED ON v
` � -� : ..:..:....:;.:.. SAID PIPE, ITS ADDITIONAL PIPE LENGTH SHALL BE INCLUDED IN THE
q •� d, .• , TRUCK AISLES ARE PAVED WITH HEAVY DUTY ASPHALT. cn
J•' STAGING APRONS ARE PAVED 1NTH CONCRETE. ''� 0,_1 - COSTOF THE MITERED END SECTION.
Q
N.
----2' at retained side ro CONCRETE° PIPE BUMPER COVER
•
I c. MIX DESIGNS WILL VARY DEPENDING ON SOILS AND TRAFFIC ANALYSIS FOR YARD.
OUTSIDE CORNERS OF CONCRETE PADS SHOULD HAVE A CHAMFERED EDGE,2•-0' SOD i in
4"-6" STONE
:�' • c' X 2•-0',TO PRODUCE A BEVELED EDGE AT CORNER TO AVOID CRACKING. •!•�
8" CONC. BLOCK • 2" cast-in-place concrete wall. use
j•,• 1 FILL CELL ►- el wall at+830 ° 9 4000psi concrete compressive strength . :::.:: : :
x I I typical for all concrete. ASPHa�T v)
Q #5 ® 48" O.C. Iz
1 5 vertical reinforcement spaced '� 4._0" ( 1.5' R w
VERTICAL Dowels to match vertical reinforcement a d
and spacing w/ 24" splice typical and I at 14 O.C. max. • :.,,1 ` 1� =yr��� r 5 0
#4 @ 16" O.C. in hooks per ACI Code. i I .„ CO SCH. 40 STEEL PIPE
•
TYP. q BUMPER CONCRETE FILLED N • •
laill-IIIIAIIIIItrlrl7-"---
�_' �'
( ) #5 @ transverse top and bottom i I y ;-f mow MIN v spaced at 12" O.C. max. provide 6" i #5 © 14" O.C. Horizontal ;,
FILL 1/2"JOINT W/JOINT jn Q
FINISHED GRADESEALANT WHEN LOCATED IN CROWN ��'. 0w
hook at end as shown
(RE: GRADING PLAN) 1 I CONCRETE APRON
1 top of pond berm at PAVING 1���1� ` zIIProvide 24" structuralI IDURAWALL IN JOINTS i '==::"I;1 __ . 1:::::: BEVELED ORREATE BOWLelev.= +826 ,
@ 24" O.C. (TYP.) - '• fill over the toe ° T / ► Rg 5 m :: OUND CORNERS SOD
O # CONTINUOUS z t Ical. 3.1 24•e�u� 2• :i::ASPHALY.i:: �
2>-6» / I top/ foundation at elev.= / W
�3• --- --7 -- +824 ` :' :: b° CONCONCRETE SLAB 4" THICK , < o
REINFORCED WITH WWF A o
N\ T- I --3'-a• ---1 i�3._0. #5 ® cont. top and r..1
./
• 6x6 WI.4xWl.4 0N NOTES: I I I bottom equally Spaced. STAGINNG ii•ASPHALT{ CONCRETE FILL a: 3'-0"FROM FROST LINE MIN.
1- Provide construction /
/ : >
�\ joint at ever 24'-0" 1-0• 8" deep X 12" Wide concrete ??ifSPHALF}; CONCRETE LOAD/UNLOAD INc y ° 5' CONNECTOR
#4 @16" 0.C. t J y '� �-- P LD �) SpD #4 BAR
v O.C. max. thru the 7_4• key. Reinforced w/ (2)#4 cont 6"_I.__-
3"CL ,0 3,500 PSI CONC. height of the wall typical. and (1)# U-Shape with hooks as CONCRETE BASE MATCH SLOPE
/,• . FOOTING AND KEY 2- ��
\ All hooksper ACI shown below spaced at 1 " 3"
P 8 O.C. •
_...
12°
standards max. / SADDLE
::::•
/ O'_s• "y°'s" CONCRETE��►� 10" o
.....................
_1 12" x 12 KEY •ASP:::::::•::: ::•;•:::::::•::::: PIPE �I�` _. I- -�
/ _
1s•t .
YP r.:ii1,SPIIACT::i:'r' I► `® v o' s" SOD M
#4 @ 18" O.C. NOTE: CONTRACTOR SHALL r 1FFFFFprr INCLUDE 2' WEEP HOLES THROUGH ,, p
/ / WALL @ 36" 0_C. TO DISCHARGE T 1s• astfHi :. .:: ::::::•:::: I
1
AT FINISHED POND RETAINS� . 4, , ..
SHED GRADE. 11VG WALL c..l_ 0 ,
LENGTH e N, '�•: cs" w
PI
PE .,
a.
B � a >
RE ..... E T R RE
TAINING
IN GW WAL
L
SEE
P
PLAN . r d
BEVELEDg-,'o N,', -2.=.� 2
NTS NTS CONCRETE EDGE NTS ,F� i 1 yN
0 RCP MITERED END SECTION WITH RIP R;A.P �� ;� , a
NTS 3 ` o c�, c,_ 3
NTS ,y'0b c' t� 4/4: r�
SEE SEPARATE DETAIL FOR �'� !
TYPICAL PAVEMENT SECTION
NOTES: ,��, -- tioe9
SIGNAGE REQUIREMENTS `'0V J +`
A (3) 6" WHITE 1. ACCESSIBLE PARKING SPACES MUST HAVE A SIGN THAT 12" 1 t�� '�
0 3 INCH ASPHALT SURFACE COURSE (SF-9.5A 2 EQUAL LIFTS CHEVRONS EQUALLY INCLUDES THE INTERNATIONAL SYMBOL OF ACCESSIBILITY // / 3'-0" '1•,,,,, ��� ►►� W
)( ) 2' -L _ AND STATE "RESERVED PARKING." SPACES DESIGNED FOR ._ -�o A MIN. SPACED PER AISLE VAN PARKING MUST ALSO HAVE A SIGN STATING "VAN co
6 INCH AGGREGATE BASE COURSE (ABC) 7 ti ACCESSIBLE." (ADAAG 502.6), (MUTCD R7-8) OVERHEAD
r.
A2 2. THE SIGN SHOULD BE 12"W X 18"H WITH GREEN LEI ItRINGDOOR AND
/ ' AND BORDER ON A WHITE BACKGROUND. THE SYMBOL OF0.0•60.1RESERVED
°' COMPACTED GROUND TO A MINIMUM DENSITY OF 98% OF THE 1 ACCESSIBILITY SHOULD BE 4'H AND BE WHITE ON A BLUETRACK Wo° MODIFIED PROCTOR TEST (ASTM .D-1557) •zCuii)
WHITE BACKGROUND. THE SYMBOL IS A DEPICTION OF A PERSOND1.1cn 1 ARKIN METAL SIDINGgJ HANDICAPIN A WHEEL CHAIR. (MUTCD R7-8), (ADAAG 703.7.2.1) �.�
° ,,, SYMBOL 3. IF REQUIRED, THE VAN ACCESSIBLE SIGN SHOULD BE 12"W
METAL 2 In (3' OR 5' HIGH) X WHITE AND HAVE GREEN LETTERING AND BORDER R A BUILDING. ��
>°.
o NOTE: PLACEMENT, DENSITY, AND MOISTURE CONTENT OF PAVEMENT, AND0 BACKGROUND OR WHITE LETTERING AND BORDER ON A BLUE BACKGROUND. (MUTCD R7-8A, R&-88) 3'-p" 1�2" EXP. JOINT FRAMEG
SUBGRADE MATERIAL IS TO BE IN ACCORDANCE WITH SPECIFICATIONS ANDC WITH JOINT SEALER
RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT 4. SIGNS SHOULD BE MOUNTED AT LEAST 60 INCHES ABOVE07:7
SINGLE WHITE 6" THE PARKING SURFACE SO AS TO NOT BE OBSTRUCTED CONC. SLAB TO
en
P4
BY TERRACON, INC. CONTRACTOR SHALL COORDINATE TESTING OF THESE STRIPE (INSIDE BY ANY PARKED VEHICLES. BE ►�n.c WEATHER SLOPED AT �,, N
PARAMETERS WITH THE SOIL TESTING COMPANY. PRIVATE PROPERTY 5. SIGNS SHOULD BE CONSTRUCTED TO WITHSTAND THEaloor
• DOOR OPENINGS •.►�..
ELEMENTS. AN ALUMINUM SUBSTRATE WITH A REFLECTIVE MAXIMUM ASPHALTIC CONCRETE SLAB
w 12' 5' 12' SEE PLAN 4' STRIPE)
SURFACE USING UV STABLE INK IS RECOMMENDED. AN PAVING N ' FINISH FLOOR
j / ANTI-GRAFFITI LAMINATE SURFACE MIGHT ALSO BE Q{
CONSIDERED. PENALTY pT ASPHALTIC .� 4111 QQ
PARKING DRIVEWAY PARKING 6 '6 b���� X6 26 PAVING '� ��� 0
zJ'
ai •" '� yy y _ 6. OF NOTE FEDERAL $ ° ° ° ° °°ACCESSIBILITY SIGNS AVOID THE USE GS?DaTb T��� :o-'•';,' !'• , u N
,':?1,
m JOF THE TEXT "HANDICAPPED" OR "DISABLED" AS A __. �( o,' _°• ,',° °'.°°.' ° ° ° • ° u
11.-14j
THE DEPARTME I :: ... _ . •r0 • ° ° ° j��NT OF JUSTICES EFFORTS TO ;,• °° �•••��a��i��;••�+• •••, •••,• ' nuwRESULT OF . ..br,e , „� °o _ m J ~ MAKE USE OF UP-TO-DATE ACCEPTED TERMINOLOGY AND . '' •� ° •:•• • o•• •'• •••• ° ° °
N -' CO _ AVOID STEREOTYPING OF INDIVIDUALS. 28CFR35.104 ° I MIN. 4" °O•��'•• ° F r ,
DRIVE m ( ) • ° ° IIIIIIII1 ,_1
r•I'l fr--1
-- '4--- / 6 � 6" 7. NORTH CAROLINA ALSO REQUIRES POSTING A SIGN AT CONCRETE AGGREGATE BASE
12' 5' 12' - ACCESSIBLE PARKING SPACES STATING THE MAXIMUM
Z ° v°°
n /j///\ j�� / �i// % �• / 2� PENALTY FOR PARKING IN THE SPACE IN VIOLATION OF
o
THE LAw. (c.s. 2o-37.s€Di) *CONTROL JOINTS @ 4' O.C_ 4111)
coi
\ \\ j\ NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITYco) ^ �T�
•
\\ AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY DIRECTION. r'�i
m SEE PLAN FOR STYLE OF HANDICAP RAMP 1
FIN. GRADE g:4 T \ h�`i
o TYPICAL PAVEMENT SECTION HANDICAP STRIPING SHALL CONFORM TO FDOT INDEX 17346 (LATEST EDITION) -//�j/// v
n.
NTS
EXTERIOR PAVEMENT AND METAL BUILDING
17
HANDICAP STRIPING HANDICAP SIGN - NTSP4
.<1. .< H.I.
E NTS
NTS
o CONTECH STOR�✓IRAX /: '® HEAVY DUTY DAVENE\T S=CTIO\ PLI 4.4 V)
o FLAT RAF RECTANGULAR /1,r� �I ►% ASEE OR DETAIL
� //�® / SAWCUT SEALANT
m NOTES:
& BACKER ROD NOTES: SEE DETAIL SAWCUT SEALANT �
1‹,4
RACKS/WEIRS I� ` ,`�►/ice OR �1
rn
m (STANDARD SIZES) ®®®®�������, ►/„ � 2 INCH ASPHALT SURFACE COURSE (SF-9.5B) r:::)
& BACKER ROD V
1"1") Eilli
DIMENSIONS IN INCHES TO THE NEAREST 1/4" // ®� ��� ® •Ilj' 1. DETAIL "A" SHOWS (2) SAWCUTS, THE INITIAL
a i®�������®/� DOWEL ICK 1. DETAIL RE SHOWS (2) SAL STRESSESTS, THE INITIAL SAWCUT SAWCUT PROVIDES RELIEF OF INTERNAL STRESSES r'{
t
i /��® �� ���� ® %r A 3 INCH ASPHALT BINDER BASE COURSE (I-19.OB) " `� s<AOTHICKNESS DI A. LENGTH PROVIDES RELIEF OF INTERNAL DUE TO `• �' DOWEL THICKNESS DUE TO SHRINKAGE. THE SECOND SAWCUT
/�®�������� ������®�u. SHRINKAGE. THE SECOND SAWCUT PROVIDES THE "D° SLAB THI K ESS DIA. LENGTH
®® �� ®',� '- 10•5' 1.s 1s' < 10' 1.25 18" PROVIDES THE NECESSARY WIDTH TO ACHIEVE THE
ANECESSARY WIDTH TO ACHIEVE THE PROPER "SHAPE i • > 10.5" 1.5 18" PROPER "SHAPE FACTOR" FOR THE JOINT SEALANT
•
o ®®9(904
���������:��I 10 INCH AGGREGATE BASE COURSE (ABC) 2'-0" SPACING BETWEEN DOWELS FACTOR" FOR THE JOINT SEALANT MATERIAL, THE SECONDEll CA
m U I � ��� ��•�'�, MATERIAL, THE SECOND SAWCUT ALSO CLEANS OUT
'' �������� ����j�j SECTION SAWCUT ALSO CLEANS OUT ANY REMAINING DEBRIS AND EXISTING SLAB NEW SLAB 2'-0" SPACING BETWEEN DOWELS.t I` �.�I��I• COMPACTED GROUND TO A MINIMUM DENSITY OF 98% OF ANY REMAINING D
•
a �I �� �� I� 4 CURING COMPOUND WHICH MUST BE REMOVED PRIOR TO SECTION DEBRIS AND CURING COMPOUND ��
I��1`����� ����r�l: THE MODIFIED PROCTOR TEST ASTM D-1557 WHICH MUST BE REMOVED PRIOR TO INSTALLING
�' 1��1 �����'���� ( ) HOLD TOP OF SEALANT INSTALLING THE BACKER ROD AND SEALANT.
THE BACKER ROD AND SEALANT_
xo `�1 I` ���'��r� 1/4" BELOW TO AVOID
3/16" HOLD TOP OF SEALANT
EXTRUSION PROBLEMS 1/4" BELOW TO AVOID 3/1s" 2. SPACE CONTROL JOINTS 15'=0" O.C. MAX. EACH
0 1`' `�����j./�.j'� NOTE: PLACEMENT, DENSITY, AND MOISTURE CONTENT OF PAVEMENT, 1/4• 2. SPACE CONTROL JOINTS 15'-0" O.C. MAX. EACH WAY. EXTRUSION PROBLEMS
ao�stnrenanh000aswc a %��i .0/40 AND SUBGRADE MATERIAL IS TO BE IN ACCORDANCE WITH 1/4" WAY.
«� '°° N1\ /:,:- SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE 3. DETALL "B SHOWS AN ALTERNATIVE JOINT DESIGN
©"CO�� ` GEOTECHNICAL INVESTIGATION REPORT BY TERRACON, INC. UTILIZING THE INITIAL SAWCUT FOR PLACING BACKER ROD 3. DETAIL "B" SHOWS AN ALTERNATIVE JOINT AND SEALANT. RESERVOIR WALLS MUST BE FREE OF ANY TITLE:
CONTRACTOR SHALL COORDINATE TESTING OF THESE PARAMETERS Now ` DESIGN UTILIZING THE INITIAL SAWCUT FOR PLACING
m DIRT, DUST OR CHEMICALS THAT CAN ADVERSELY EFFECT '.; `/ No BACKER ROD AND SEALANT.
x WITH THE SOIL TESTING COMPANY_ #4. "'� RESERVOIR WALLS
�O °
X.Xy D/4 • = THE ABILITY OF THE SEALANT TO BOND TO THE #4 •c F JOINT SEALANT JOINT SEALANT �' MUST BE FREE OF ANY DIRT, DUST OR CHEMICALS
_ PARKING DRIVEWAY PARKING D/4 �''� RESERVOIR WALLS. c
D/4 JOINT SEALANT D/4 �J JOINT SEALANT THAT CAN ADVERSELY EFFECT THE ABILITY OF THE SITE
f ajs" BACKER ROD SEALANT TO BOND TO THE RESERVOIR WALLS.
W' 3/8" BACKER ROD 4. DIMENSIONS SHOWN WILL VARY. ACTUAL JOINT WIDTH 3 s BACKER ROD "
o o WIDTH (A) 11 3/8 16 3/4 22 1/8 27 1/2 32 7/8 38 1/4 43 5/8 49 54 3/8 59 3/4 65 1/8 70 1/2 75 7/8 81 7/8 87 1/4 SECOND SAWCUT /
W W CODE 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
- MUST BE DETERMINED BY THE ANTICIPATED JOINT I
SAWCUT
^3/s" BACKER ROD 4. DIMENSIONS SHOWN WILL VARY. ACTUAL JOINT DETAIL
o
INITIAL SAWCUT MOVEMENT. THE ACTUAL JOINT DEPTH IS DETERMINED BY S
M a a LENGTH (B) 11 3/8 16 3/4 22 1/8 27 1/2 32 7/8 38 1/4 43 5/8 49 54 3/8 59 3/4,65 1/8 70 1/2 75 7/E 81 7/8 87 1/4 C DRIVE WITHIN 12 HRS INITIAL SAWCUT THE RE EDGE OF POUR WIDTH MUST BE DETERMINED BY THE ANTICIPAT
ED
TED
CODE 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 3/16" of POUR COMMENDATIONS OF THE SEALANT MANUFACTURER. JOINT MOVEMENT. THE ACTUAL JOINT DEPTH IS
to
N WITHIN 12 HRS INITIAL SAWCUT
°.D M HEIGHT (C) 7 1/2 12 7/8 � / _ _ •• OF POUR 3/16" WITHIN 12 HRS DETERMINED BY THE RECOMMENDATIONS OF THE
;.. .. 49" 59 3 4" 7 1 2" OF POUR SEALANT MANUFACTURER.
o M n CODE 01 02 FLAT ROOF (FR) (USE TWO RACKS) ������J INDUCED CRACK
LEI O/of 1H HIGH HIGH GRID 2 GRID WIDTH (A) LENGTH (B) HEIGHT (C) - \ \ ,
PROD MANAGER: DATE:
id N N 1 DETAIL 'A" DETAIL "B"
4 2 / DETAIL "A" CB 02/15/2019
DETAIL "B" DRAWN BY: SHEET NO.:
TRASH RACK DETAIL RM
n n HEAVY DUTY PAVEMENT SECTION CONCRETE PAVEMN,NT CONTROL JO INT DETAILS CONCRETE PAVEMENT CONSTRUCTION JOINT DETAIL SCALE:
moo NTS NTS ii
NTS S PROJECTAS NO.: �? . O
vvia ■
NTS18-078
e

CONSTRUCTION NOTES: CONSTRUCTION NOTES: Water Line Standard Materials it -
I. -
n-4--
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE,THE DESIGN ENGINEER,THE N.C.DEPARTMENT OF TRANSPORTATION, 1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE,THE DESIGN ENGINEER,THE N.C.DEPARTMENT OF TRANSPORTATION, '..----------1OAR>Q(OS
ALL GAS,TELEPHONE,& POWER UTILITIES, AND ANY OTHERS AS REQUIRED. ALL GAS,TELEPHONE,& POWER UTILITIES, AND ANY OTHERS AS REQUIRED. ENG(NEERINC,, LLC.
For water line construction,the following specific materials or brands are considered acceptable for the City o
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT"POLICIES AND PROCEDURES FOR 2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT"POLICIES AND PROCEDURES FOR of Statesville's system.
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS"MANUAL. ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS"MANUAL. = (I
J , U- 605 DELANEY AVENUE
z `-<<' W ORLANDO,FLORIDA 32801
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY 3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY Fire Hydrants: w rC°i� Z wa. PHONE:[phone] FAX:[phone]
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR. IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR. 1 o n EMAIL:[e-mail]
All must have National Standard Threads,4-inch valve openings,and open left(counter-clockwise). v C° Tn Lu J t o
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. 4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. - z w t, N z z
American Flow Control(American Darling)Mark-73,Mueller Super Centurion 200 and Clow Medallion m o _ Q Z w
5. ALL RIGHT-OF-WAYS SHALL BE GRADED,SHAPED,SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE. 5. ALL RIGHT-OF-WAYS SHALL BE GRADED,SHAPED,SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE, L r
F-2545 are approved hydrants. rn ; _ _ 0
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER. 6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER. Imo-- oz
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7. ANY EXCAVATED WOOD,ROCKS,AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. NO ONSITE BURYING WILL BE 7. ANY EXCAVATED WOOD,ROCKS,AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. NO ONSITE BURYING WILL BE Water Valves: w a
ALLOWED. ALLOWED. All valves must open to the right(clockwise). • o 03 0 a
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT-BASE TREE PAINT. 8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT-BASE TREE PAINT. z v, = o
Quarter turn ball valves should be used on sizes up to 2 inch diameter water lines. Each valve shall m CL 0 rn
11.PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY. 11.PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY. have a flat head(such as a corp stop)for on/off operation. d-
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12.DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES. 12.DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES. Resilient wedge type valves must be used on sizes 2-2 to 10 inch diameter water lines. On 12 inch or '1'L m
larger, butterfly valves with double disc gates must be used. %r
13.THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL,STATE,AND FEDERAL LAWS. 13.THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL,STATE,AND FEDERAL LAWS. /$
Approved valves are American Flow Control(American Darling),Mueller and Clow. %tE
14.COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL. 14.COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL. �' ;
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15..COSTS OF ADAPTERS,ETC REQUIRED FOR CONNECTIONS OF PVC,C.I.,AND D.I.PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE. 15..COSTS OF ADAPTERS,ETC REQUIRED FOR CONNECTIONS OF PVC,C.I.,AND D.I.PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE. /`
Pipe Materials: / LL, Z
16.ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW 10'OR WIDER GATE 16.ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW 10'OR WIDER GATE /f,_ a
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN
All major water mains 6 inch and larger shall be ductile iron class 50 or class 350. - ___q i
UNIT PRICE BID PER LINEAR FOOT OF PIPE. UNIT PRICE BID PER LINEAR FOOT OF PIPE. s`)� T. w
17.ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE 17.ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE Water taps 3/4 inch through 1 inch shall be type K soft copper tine: Type L hard copper shall be used for =10 o m
2 inch reduced at the meter for 1 '/2 inch service. Y
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12"DIAMETER UNLESS REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12"DIAMETER UNLESS s LLT
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER \ .- o O
LINEAR FOOT OF PIPE. LINEAR FOOT OF PIPE. Water Meters: �1 - a
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All water meters shall be in cubic feet per second. The City can furnish meters(for cost)for application .K:r o U
EROSION CONTROL NOTES EROSION CONTROL NOTES on lines to be dedicated to the City. Size will be determined according to the demand. All meters 3 inch -:;:
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL. 1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL. and larger are to have ductile iron pipe to the City side of the meter. " o Q
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE(1/2 ACRE WITHIN A PROTECTED WATERSHED AREA)SHALL REQUIRE A LAND 2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE(1/2 ACRE WITHIN A PROTECTED WATERSHED AREA)SHALL REQUIRE A LAND s W r • ° Oo -'
Fittings shall be brass for/inch through 1 inch and be flared or compression type. Fittings for 2 inch ''' - ¢ C
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT. DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT. shall be compression only. Approved types are Ford, Mueller,and McDonald. ¢ •• J w
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3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUND THE SITE. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUND THE SITE. 2 t
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4. AS PER N.C.G.S.113A:57(2)...IN ANY EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF 4. AS PER N.C.G.S.113A:57(2)...IN ANY EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF Approved meter boxes are Brooks#1419 for 3/<inch through 1 inch services and Brooks#1730 for 2 m m w xo
inch services. All boxes must be 18 inch deep with plastic lid and cast iron readers. Any prefabricated g � = m v,
GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES,OR STRUCTURES GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES,OR STRUCTURES p Lu
meter vault not installed by the City must be pre approved by the City Engineer. Tn -- o _ w
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SUFFICIENT TO RESTRAIN EROSION. SUFFICIENT TO RESTRAIN EROSION. ¢ �
5. PURSUANT TO N.C.G.S.113A:57(3)...PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED 5. PURSUANT TO N.C.G.S.113A.-57(3)...PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED o z ail 2 '
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,WHICHEVER IS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,WHICHEVER IS Tapping Sleeves: The following area approved standards: o w <Lii i
SHORTER,EXCEPT AS PROVIDED IN 15A NCAC 4B.0124(e). SHORTER,EXCEPT AS PROVIDED IN 15A NCAC 4B.0124(e). American Flow Control(American Darling)-Mechanical Joint. ¢ d
6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN 6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN Mueller-Mechanical Joint °9 "Z--{
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS. SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS. _ ��.•=f'' '..
Romac-Stainless steel with ductile iron flange. -'�•� .�I�� r 1. H
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cT�Z' .,, DETAIL# REVISED kST`''T Sy DETAIL# REVISED , eSTA.'E, ;.: DETAIL# REVISED Oak- DETAIL# REVISED
� �`' j� CITY OF STATESVILLE WATERLINE W18 MAY2010 `�� � 1t�• CITY OF STATESVILLE WATERLINE W-18 MAY2010 F+' - -- �� ; CITY OF STATESVILLE
° ° ° --- 1 WATERLINES W1 MAY2010 -�° ; CITY OF STATESVILLE SANITARY SEWER S-13 MAY2010
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4r, �.:, �. SCALE: SHEET# •�. s �'! PUBLIC WORKS DEPARTMENT SCALE: SHEET# sl, '�" SCALE: SHEET# s SCALE: SHEET#
PUBLIC WORKS DEPARTMENT General Notes o General Notes o '. PUBLIC WORKS DEPARTMENT Standard Materials �o , ,,. , , PUBLIC WORKS DEPARTMENT Utilities in RAN o
C�,¢O N.T.S. 1 OF 1 CAR�y N.T.S. 1 OF 1 ? CA39 N.T.S. 1 OF 1 ? C• Ag04 N.T.S. 1 OF 1 M
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a " a m BRACE TRENCH AS REQUIRED fill'I
o NEW ASPHALT "SUPERPAVE S9.5B" • • . ; a "• °.. .'' ° • • - BY EXISTING SOIL CONDITIONS SOIL(TYP.) I' : • r" -. ' °� E A
TO MATCH EXISTING PAVEMENT °,• ° ' ` • •c , r w • W W W W 4, 4, • W _ -
2 Q 8 C' r W W W W W v A • J
THICKNESSOR2.5"MIN. ,1 Q E• LOOSEBACKFILL WWV , W ���-�_ W IJ / -I�I --_ _ -_ _
p 'a 4.. :A A /��'erA: ne ,,,, - e HEAPED UP TO \�.°' W V W W y W •v v •r * 4, q, 4, X .l A A - QO.. \ �i.
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�_ °a,. '" .: a'a " •G' /% '�: �� 1�;'?������ �� �� ��' �i i,�i�� �t VEGETATION r . . • W W W 1 W W W W J \ Q ELL, a �-y
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41111101 ••.• • • ••App.04••-te-e-;•-te-e•-•re-f-re-:,-e.'-e , ......•••..•.. ••.. • 7.511tArMw. -.. ... )YY Y Y * Y _____
Z �: /t !`i.mfoo.l: ! 1 mor-:.r• `.:'' :'.':''''-- :• • :.1\ '-i / \ OVERLAP NEW 111'li /\ 45P4 L.),,,,
m �.�: %. �.� %� 1\ �\ \/ ASPHALT AND COMPACTED •6" •
_. ..�. .c it .� ... . ! \--;/ / /� BACKFILL .. :~•'. 1 \• /: PLAN VIEW
3. COMPACTED loom up.R!a I• \` //\\ STONE 12 MIN. - \, // /� mwaria USE VALVE BOX STABILIZING PAD WHEN
ABC STONE • , •.�, • l ilk . • • • • \� \ / •• 1 \ \ PLACED IN AREAS SUBJECT TO TRAFFIC
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_/ . - ' .• -� \ / \ 18"MIN:10"DIA.OR LESS - ��`
COMPACTED !\\I // \/\ -1�1
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1 \ \ \ 24"MIN:12"DIA.ORGREATER - 4.
BACKFILL \ -I1
�--• \ UNDISTURBED EARTH
1
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ao .. ..: •R.• -.•• '''''''. -VALVE BOX
BRACE TRENCH AS "• 1
• • ES'. ::; ,.' : • :' :.'; :.:.. .. \\I � \ \11 / \ SECTIGN X-X �i
j :: .. ::. :: I \\ / // REQUIRED BY \\I/-,-- \ / I (SEE DETAIL)
\ ,--\ //�• COMPACT SELECT \ /
1 // \ BENDS&TEESP4 p4H
m •
�;'\,1' //\\ EXISTING SOIL BACKFILL IN 6"LIFTS ~;:..:':.:':. :: :,..:.,.:: \II- /\/\
a •
/ 4i !\\\�\// . CONDITIONS (MATERIAL NO i O !\I\ \/\� �I
i1\\!%///\/� LARGER THAN 1" `' ..' • . /\\ // �/� TAPPING SLEEVE CONCRETE BRICKS 1�
-\/\/// \// PIPE 90°BEND 45°BEND 22-1/2 BEND 11-114°BEND TEE I UNDER VALVE BOX
//\ /// � SIZE A B A B A B A B A B I 1:.,:..m j:.,,.
• • • / .T•�
COMPACT SELECT • • • c: 1 • "•� 1/ g1"1".4
///\' •-, . :.• . r::::.-..:::'•:.::::
\// / 4" 18" 12" 10" 13" 7" 10" 7" 10" 12" 14" ° ' aM.J.GATE VALVEg BACKFILL IN 6"LIFTS :•. .::::: :.0, :' : .,•, ..' ,� . . .• , : .,':.:•. ':' . \ / : ' •::'; '0.�,.:•' :.. ::.: • :.- •,�::.. ri \ �°. a _•
--11; MEGALUG
~ (MATERIAL NO ••-.. 0;;/ ..: ...',7\ - ' .
'' • • • ^' •• -� O„/::; \ 6 18" 12" 10" 13" 7" 10" 7" 10" 12" 14° I I ���; S EGA JOINT RESTRAINT
•
/ �/ 1 - _ OR EQUIVALENT 1.1.) 47t.
LARGER THAN 1") •::.. •::'.;..'. -• ,• : -• � ..• • ... - .. .. ... .. .. .. �\ .I I a
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c ;: ..:• .... i ; `•..:::' \ :. 8" 24" 18" 13" 18" 10" 12" 10" 12" 16" 18" ° .�• i r $ d 41111 r-4 '<
m .... . :. .... C SEE CHART ,
m :.... :',: =..:'.:.. 10" 28" 22" 15" 22" 12" 15" 12" 15" 20" 22" _ °• •• n • '.•„.,.,ice r.•. '' • • . . • if ` `,
"...•••::'1 / /` Elleillill ci)
i : \ :' lk 12 32 28 19 28 18 14 18 22 28 • / +': ! / / \//\ A• UNDISTURBED EARTH
\\ \�\ / PIPE ... 4 ..• .. . / PIPE 14" n n 1° ,//,/��.A /\ ��A /X/iw �\ CONCRETE BRICK BLOCKING
SEE NOTE#1 . 0,1)• PIPE DIAMETER * SEE NOTE#1 0 PIPE DIAMETER * 16" 54" 38" 30" 36" 18" 36" 18" 36" 36 42
0 SEE NOTE#2 Y i LESS THAN 14" 12" SEE NOTE#2 LESS THAN 14" 12" COMPACTED EARTH
NOTES: / / 2000 PSF SOIL(SAND&GRAVEL WITH CLAY) CONCRETE BLOCKING
m 14"TO 36" 18" 14"TO 36" 18"
m 1. WHEN IN ROCK OR NON-CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW MORE THAN 24" 24" MORE THAN 24" 24" NOTES: SECTION A-A
�' MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN NOTES:
o ADDITIONAL 1"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12". 1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE. NOTES:
1. WHEN IN ROCK OR NON CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW 1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
a 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN 2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. TITLE:
o BACKFILL WITH#57 STONE. ADDITIONAL 1"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12". 2. USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET.
3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND 3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE. 3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH,
E 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE(1)INCH ASPHALT - BACKFILL WITH#57 STONE. 4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. 4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC,PRIOR TO POURING CONCRETE. UTILITY
.X E 2 OVERLAY OVER AND AROUND THE CUT AREA. 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. 5. CONCRETE TO BE MINIMUM 3,000 PSI.@ 28 DAYS.
P X 411)
X DETAILS
o' � TA�'F DETAIL# REVISED °45" E DETAIL# REVISED ;° T 'E �, DETAIL# REVISED � T�'E ;. DETAIL# REVISED
w �.� , i+.- r� i `+• �•- r'� WATER LINE
W15 MAY2010 F+ C'..' CITY OF STATESVILLE W-4 MAY2010 ,� CITY OF STATESVILLE WATERLINE W-17
CITY OF STATESVILLE WATERLINE W-14 MAY2010 �� CITY OF STATESVILLE WATERLINE
�' I) 1 I y INDUSTRY AGRICULTURE 13 };�1 INDUSTRY.AGRICULTURE -
o a PUBLIC WORKS DEPARTMENT Trench, Bedding, 8t SCALE: SHEET# �„ -;:.., �,' Trench, Bedding, 8t SCALE: SHEET# .,' v SCALE: SHEET# '� I I SCALE: SHEET#
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r* � g �o �. • PUBLIC WORKS DEPARTMENT g ,o , w - ti. PUBLIC WORKS DEPARTMENT Thrust Blocking '•�o tip` PUBLIC WORKS DEPARTMENT Tapping Sleeve PROD MANAGER: DATE:
• N M �--?!E Q Backfill In Paved Roads N.T.S. 1 OF 1 -2*� o Backfill Off Road N.T.S. 1 OF 1 �? COOS'' N.T.S. 1 OF 1 ? C�gO'' N.T.S. 1 OF 1 CB 02/15/2019
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DRA 7N�B'BY: SHEET NO.:
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✓ PROJECT NO.:
o ID > III18-078
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LOCKABLE FLIP
LOCKABLE FLIP ENC,INEERINC,, LW.
TOP FIBERGLASS / / / / / / TOP FIBERGLASS /
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ENCLOSURE / [l [i ENCLOSURE /
FASTEN ENCLOSURE TO SLAB TYP.
SAW CUT JOINTS 605 DELANEY AVENUE
X X X 10" X PHONE:ORLAND07 86-02610FLORIDA
FAX:[phone]
EMAIL:[e-mail]
EXISTING PAVEMENT
II• M :��iiE`��\ II �� ii libri• �' ��-� -'�"■��V�\�'�\\��'��'1��i:-�� �' r NEW ASPHALT "SUPERPAVE S9.56" • • m• , •
--- '� - - ■ I - HYDRANT SHALL °
TO MATCH EXISTING PAVEMENT ° • °:•. • o d ' '<
• h� ',,I I • I\_ 1111-"Iii'\iiirilli.
l _.,I, s •n. I'/
ar� 7 OPEN TO THE LEFT • . ° d _
J / THICKNESS OR 2.5"MIN. d d ! /� 1,,, Y . .�d:
BRONZE 1/4 TURN / RIW •4"STORZ °.. <. /:ri t/i!,t. _ ,, e
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4
DETECTOR CHECK / 10" / CONNECTION /' . �`• x s •,,1Illialft
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PLAN VIEW PLAN VIEW INSTALL 120V o !11 < • 0.�,�/ .,x,....c/ <♦.��• 1 E01.
INSTALL 120VO S♦'�,;,.. :// 1� 11 bI �i lIt•,t • •1 .+�
LOCKABLE FLIP RECEPTACLE WITH GFCI LOCKABLE FLIP RECEPTACLE WITH GFCI IIII'- USE VALVE BOX STABILIZER PAD WHEN y.� �■ 1,,r���'/.���� /,�'/,� ��
FOR HEATER CONNECTION I } /'''''.''4"-. --..-,x/♦..,rr.I i''4' • /e�i-•• . . . \\
TOP FIBERGLASS /FOrION TOP FIBERGLASS D00p ao PLACED IN AREAS SUBJECT TO TRAFFIC �` ��0. �. r �t�0Ctir!�0/I :.:••: '• : :' • y \\i 1 \/� OVERLAP NEW
ENCLOSURE ENCLOSURE I reedit eI.� ��0/./ ge", ► . :, \ \�.. \\ /\/// ASPHALT AND
Cold -- pi }� •.rr ri• xi♦ r'.♦ r' \ // \� STONE 12"MIN.
- VARIES - v. :: COMPACTED 4,1ei11!;. ♦�O V�� KP-..•.:.• : • ' • • : .. • •_• i1„ /
d ABC STONE -••l:�1�/ /:.ill/:•i►!: .•. 11\ --- , �/
rat ruI m - I '� \ \ /
- VALVE BOX •Y'..'• \
i DRAINPORT �►- :. / /
c _,��� �,_ (SEE DETAIL) z_ I COMPACTED • \\\ / \ \
I�t�"�`��� TYPICAL MEGALUG JOINT BACKFILL • '•• \,\'- \�/.
n n I■ r..� .� - -_■� TYPICAL EACH SIDE - ( CONCRETE BRICKS �/�
DRAIN PORT i , -� ( UNDER VALVE BOX M RESTRAINT OR EQUIVALENT .,' i\i \ \�
f 1 1 \ BRACE TRENCH AS
11.....� ..�, � �.�„�, BRONZE 1/4TURN � _ � $ --�'TYPICAL EACH SIDE I : ::.:'•.;..': . :• 1E \\ /\\/.. -I • ::,:��R \\\-'' \// / REQUIRED BYr -+• SHUTOFFVALVES - 6"M.J.GATE ----\ \i i 6"DIA.DUCTILE --\'; ,' ' _ {i i} ;•e• ��,- - .. .� 1\-,' //\/\ EXISTING SOIL !L'
//�� I r _ VALVE+ lJtl 1 14„ �` _ II� IRON PIPE .. . .. / '� \\i\\\ //�\//: CONDITIONSN 4" ill1;;:;;) 11 / (te 11t ,. te4.
• - II III d I '�� ' \\ \
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ll, i- ,a .. d.., i .. - ..o "/ a 4.7 °' o 'd d, •
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a.' .•:d'.8� ''.•° •a a ..d d• n e •4• •ed. Z -�•:.1 _ •
'-� COMPACT i. . ,•..\/\/� _
CONCRETE SLAB RESTRAIN EACH JOINT - SELECT �•''• - `,• ' ••• ` +•••- • -i•:
USE D.I.P.FROM �. (--
1 BACKFILL IN 6"LIFTS .-0 :_ , .. .,:' , _ . ...- . . \
STREET CONNECTION �, M 3000 PSI @ 28 DAYS FROM MAIN TO HYDRANT. CONCRETE � �'`• ' _�� , • ,./. �
MATERIAL NO /.. •. �/ \//`
TO BACK SIDE OF RPZ .�. �.., (CHECK ENCLOSURE SIZE____.9 � THRUST BLOCKING ( -•
FOR SLAB DIMENSIONS) a C.Y.#57 LARGER THAN 1") :•: �� .•' .• '.••
WASHED STONE
.4, ` SECTION X-X a ' b b CONCRETE
NOTE: USE COPPER FROM STREET THRUST BLOCKING
CONNECTION TO BACK SIDE OF DCV. SECTION X-X NOTES: /\ \ \,
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER. \ /' PIPE
2. ENSURE ASSEMBLY WILL FIT WITHIN THE FIBERGLASS ENCLOSURE. NOTE: SEE NOTE#1 ��� �,� PIPE DIAMETER
CHECK DIMENSIONS BEFORE ORDERING ENCLOSURE. 1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER. 1. SEE CITY STANDARD MATERIALS LIST FOR APPROVED HYDRANTS
3. SLOPE CONCRETE PAD TO DRAIN PORTS. 2. ENSURE ASSEMBLY WILL FIT WITHIN FIBERGLASS ENCLOSURE.CHECK
2. DO NOT BLOCK HYDRANT DRAIN W/BLOCKING NOTES: SEE NOTE#2 LESS THAN 14" 12"
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND DIMENSIONS BEFORE ORDERING ENCLOSURE. 3. ALL HYDRANTS SHALL BE YELLOW IN COLOR. 14"TO 36" 18"
4. HYDRANTS SHALL BE BEHIND SIDEWALK OR AS PER PLANS.(NO 1. WHEN IN ROCK OR NON CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW MORE THAN 24" 24"
THE METER. IF APPROVED BY THE CITY ENGINEER,THE ASSEMBLY MAY / 3. SLOPE CONCRETE PAD TO DRAIN PORTS. E-i
ill
BE PLACED INSIDE OR BESIDE THE BUILDING. �/' 4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND HYDRANTS IN SIDEWALKS) MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP T016'. WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS. ��ih. THE METER. IF APPROVED BY THE CITY ENGINEER,THE ASSEMBLY MAY 5. ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED. ADDITIONAL 1"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12". Q
(II`' USE MEGALUG OR EQUIVALENT JOINT RESTRAINT. CONTRACTOR 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIED ON THE DEVICE BE PLACED INSIDE OR BESIDE THE BUILDING. MAY USE THREADED RODS AS AN OPTIONAL JOINT RESTRAINT.
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE. 5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS. BACKFILL WITH#57 STONE.
7. METER SHALL READ IN CUBIC FEET. 6. METER SHALL READ IN CUBIC FEET. RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT. 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. W
8. AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND ISOMETRIC VIEW OF 7. AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND ISOMETRIC VIEW OF 6. GATE VALVE SHALL OPEN TO THE RIGHT. 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE(1)INCH ASPHALT �4
VAULT.THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE OVERLAY OVER AND AROUND THE CUT AREA.
r�5 �'E y DETAIL# REVISED °S'� DETAIL# REVISED �gTATE DETAIL# REVISED ,OVAT' Sy, DETAIL# REVISED
=ems.: CITY OF STATESVILLE WATER LINE
° ��'.: CITY OF STATESVILLE WATER LINE
° ,. �` SANITARY SEWER N
4 WATER LINE •
��; CITY OF STATESVILLE W-11 DEC 2010 W-12 JAN 2011 + CITY OF STATESVILLE
U riJ c�, ti �_ S 11 MAY2010
-.. �, MAY
11 11 INDUSTRY AGRINLNRE 11 11 v.
y�A 3 - 10 DCV Assembly y A 3/4 - 2 DCV Assembly SCALE: SHEET 1 y'NDUSTRYAGRKULTURE{J Typical Hydrant SCALE: SHEET# s Trench, Bedding, & SCALE: SHEET# TTTTTTTTT.
'1, ` :, �' PUBLIC WORKS DEPARTMENT y SCALE: SHEET# ,4, '., r , �v,' PUBLIC WORKS DEPARTMENT .,Irk q v PUBLIC WORKS DEPARTMENT `�' g
o ti o PUBLIC WORKS DEPARTMENT ,t�, z
° CAg� (Above Ground) N.T.S. 1OF 1 CAROv. (Above Ground) N.T.S. 1OF 1 '- GASP Connection N.T.S. 1 OF 1 ova .. Backfill in Paved Roads N.T.S. 1 OF 1 4`''�`t - - 'T�'''P W
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TWO 1"DIA.HOLES SPACED r
r.o OPPOSITE OF EACH OTHER ILIMPI �� MANHOLE RING,AND COVER F�
I
01 FRAME,GRATE,AND HOOD AS PER \� �' =��/ea
(SEE DETAIL)
O,. NCDOT STANDARD 840.03 _
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s O'S,'
� 1/2 PIPE DIA. 2/3 PIPE DIA.
a.
o W O� OO� TOP OF COVER �■�
o . 4-1"DIA. flilik,1111111- 4 SECTION THRU TROUGH
4, W v- BRACE TRENCH AS REQUIRED 14/ O , ® ANCHOR HOLES VIEW �'. 'f 1
›''Aik j
* W W W BY EXISTING SOIL CONDITIONS �/ GROUT MANHOLE FRAME , i `
v° . W W W t A A TO THE TOP OF MANHOLE \/, __._ '/
LOOSE BACKFILL ' W W * * W W W W W W * W v 0740.Zrflt
� N
m HEAPED UP TO .r W .. .. W W W W W �i-___ . . . W /\ G'9� _ .. _ GRADE RINGS AS REQUIRED PROMOTE _ T
C W •Y W W W W V W W U �J W
W VEGETATION •- w W W W W W W W W W Y I O I ---- \\i\'\\\� Si' \ \/......,/,
F, , �� `�� `�`�\
GROWTH W W W W W W 1 l / // N
W W W W W W W W •W /-�•
•
m 1 Y.
I U' W1 U 1 • • \, �/\�� • < . Q O 1l2" ;�(� BOTTOM OF COVER d d oo`' ,,.� C.)
I I • • • \ \\\ \ \// VIEW tt. "24" ::) USE AN APPROVED BITUMINOUS I
m • \,'i\\ /////\ ° , U2"R• 0� a dd BASE SEALANT APPLIED TO TOP ) 4
COMPACTED 6 \�\, \ /\ \/ _ , a a OF CONE SECTION
4.4
BACKFILL '':.:. ::•;'.c.:...'• :: . : . \\ // \/� : ..
o • • ' '\ \ r,4,....
1"R STEPS SHALL BE PLACED / 41.1
�' • " \\ / / qrQ AT 12"ON CENTER AND SHALL CONFORM d'>/' :•:. '•..:;•,: \i\,\ // � -� o TO NCDOT SPECIFICATIONS .• ' d' c ' d : �1
\\\...------,...---
o ��� 60 TYP. USE ECCENTRIC CONEcso) -1,.., 1...4
% : : :. : \\\'\ /\ I� •
G �� PLAN ° �.%n o..°. d.d . . GROUT ALL l 1
(S. -'\\ \ \ �. s- 9-Pi� Ilqiim ` ' d EXTERIOR JOINTS(TYP) r:4 Ca)
4.4_• :.,•gyp% ... ;' \\ �� •/ _...,.. ----.,..-,--v- . : . ---.-;‘,.. ,s' p4 ......-..i
o R \i \�\ °. ALL JOINTS TO BE TONGUE&GROOVE W/ '4: 4'
a COMPACT SELECT ,. .. :.- ' ;- '\ /\ / /i a 23-1/2" " L RUBBER(MASTIC)GASKET •
, a. . : 4'
.<
d. PREFORMED BUTYL
BACKFILL IN 6 LIFTS . ''': " .'` : : :. \\\ / \/\ 3" 1 $
/\ \ b a d `d DETAIL 3/8" 1 MEETING AASHTO M-198,ASTM.C-990 d
MATERIAL NO • • • ••• • • • • / '4 / \\ \ o:9 _ a .. ° d Q.g a
o LARGER THAN 1") : :' ...`:..: / �'\\-'\ // //\ ° • . o <• P.Mq V 1
: ..:,b. spop,\\/ c • . - I 4'I.D.PRECAST MANHOLE + ..le.. 9 : .
• I---4-3/4" SURFACE •TO BE MACHINED d °
E . . /// � • \ a Emil
TO MEET REQUIREMENTS OF t • .:a °
to- , a•H �/ • ,• .4 r d' a [I- -`21 518" I d ed .• • : :• • 22 518" 1 ASTM C478,AASHTO M 199 p d \ ° P�.. d P
R
o � ::. . o ..t 6P. • � • • • 25 1/4" 7„ d GR0 pi a�. ,d. < Rt 64 RI ‘<
m �O„/ : �/ • �, • (� > : :� •`, SURFACE TO BE MACHINED Iiiii
23-3/4" ,-7-1/2" •
n. - T�� •. m a e • f RIS SER
/� :a; + ' ,/. I� a•. • 5„ ERq SEAT44 Emell4
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R N ,
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: ., _ 1„ -e a SIRE Elm" \T/
d ° •
•• • •:.'...: MINIMUM WEIGHTS LBS. - 1 N TE ° `
o / FRAME 190 f
.:4• COVER-120 1/2" 1. MANHOLE DESIGN SPECIFICATIONS
ro \ •• _ ':. •:.' /• PIPE .-,; 'S q(I . 22-7/8"
m �\- F � Yy TOTAL-310 SHALL CONFORM TO LATEST ASTM AND
c SEE NOTE#1 0-P' PIPE DIAMETER * OR " a
m SEE NOTE#2 LESS THAN 14" 12" M INS ® 24 112" NCDOT SPECIFICATIONS FOR PRECAST
EATS 4-3/8" REINFORCED CONCRETE MANHOLE d �''�
14"TO 36" 18" WIT 33-114" SECTIONS". • :• ) 4'
o MORE THAN 24" 24" '1 GA 2. DESIGN SHALL MEET H-20 LOADINGS. USE PRECAST OPENINGS FOR ALL
2 NOTES: NOTES: UT GENERAL NOTES: SECTION A-A 3. MANHOLE RINGS EXPOSED ABOVE PIPES.FLEXIBLE CONNECTORS SHALL
1: BOXES SHALL BE DESIGNED TO WITHSTAND H 20 LOADINGS MEET THE REQUIREMENTS OF ASTM TITLE:
o GRADE SHALL BE ANCHORED TO THE ;- :.
1. WHEN IN ROCK OR NON CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW 2. USE TYPE"E"GRATE. 1. ALL CASTINGS SHALL BE MADE OF CLEAN,EVEN GRAIN,TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH, GRADE RINGS AND/OR ECCENTRIC 6" ;=• - ' # Or C923 SPECIFICATIONS.SEE PLANS FOR
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN 3. FOR BOXES 8'DEEP AND LESS USE 6"THICK WALLS AND BOTTOM SLAB. FOR BOXES GREATER THAN 8'DEEP USE TRUE TO PATTERN,AND FREE FROM PROJECTIONS,SAND HOLES,WARP,AND OTHER DEFECTS. SECTION WITH(2)1/2"ANCHOR BOLTS. w$T 6 PIPE SIZES AND INVERT ELEVATIONS. �T
ADDITIONAL 1"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12". 8"THICK WALLS AND BOTTOM SLABS. ON UTILITY V�+
m o 0 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. 4. CONTRACTOR SHALL SUPPLY ,,MI E
.. m 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND 4. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP. STEPS SHALL BE 12"ON CENTER AND IN ACCORDANCE 6 BqS
,.. x 3. ALL COVERS USED FOR SANITARY SEWER STRUCTURES SHALL HAVE"SANITARY SEWER"CAST ON THEM. CONCRETE COLLARS OR FLEXIBLE E THE CHANNEL DROP THRU
•m m BACKFILL WITH STONE. WITH NCDOT SPECIFICATIONS, 4. THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTM DESIGNATION A48 RUBBER BOOTS ON ALL MANHOLE DRAINAGE
AGE
~~ 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. 5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER. MANHOLE IS 0.2'MIN AND 1.5'MAX
°-D FOR CLASS 30 GREY IRON. INFLUENT AND EFFLUENT PIPES.
W W 4fATE DETAIL# REVISED gTAT T1 L,
a b� sy. °�• DETAIL# REVISED rLraTAT 4-- DETAIL# REVISED --v DETAIL# REVISED D 1 ;TAIL S
' SANITARY SEWER S 12 MAY ,�� ;-_ �c�' , CITY OF STATESVILLE ST-5 ,�° _ CITY OF STATESVILLE SANITARY SEWERS S-9 MAY2010 ,� - fir"`• CITY OF STATESVILLE SANITARY SEWER S-4 MAY2010
o TT.a. - ��.�l• CITY OF STATESVILLE '- �.d1 ROADWAYS •� r ° .� ' .
_ I [Mrs INDUSTRY•AGRKULTURE 1 INDUSTRY•A6RKULTURE I INDUSTRY•AGRICULTURE PROJ MANAGER: DATE:
'� - sv PUBLIC WORKS DEPARTMENT Trench, Bedding, & SCALE: SHEET# ~- ' vr' PUBLIC WORKS DEPARTMENT Standard Precast SCALE: SHEET# \ "••, ,r Standard Manhole Frame SCALE: SHEET# \ ' Q' SCALE: SHEET# CB 02/15/2019
o�w1c o� ; '. � . PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT 4' PRECAST MANHOLE
N ? CARo., Backfill Off Road N.T.S. 1 OF 1 �A�o_ . Catch Basin N.T.S. 1 OF 1 4 �'•tt,' and Cover N.T.S. 1 OF 1 • '��T��'l N.T.S. 1 OF 1 DRAWN7P �BY: SHEET NO.:
ri 0 N CAg'.•-'- 11
\\
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LUMINAIRE SCHEDULE
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CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL QUANTITY / 'z, ,.,.;. ERA Nr�S�rNG
:'; i �� NEE LW.
EX1 (1) ONE 400-WATT Specification Area Luminaire, 400W High WALL/CEIUNG Lithonia Lighting, KSF2 77
/ `�' V r
CLEAR ET-18 HIGH Pressure Sodium, R3 Reflector, Full 400S R3 � �� '��• _ ,, _
(EXISTING) PRESSURE SODIUM, CutotfMEETS THE 'NIGHTTIME FRIENDLY' *: 0==°2 � 0.6 1 . f� 1 .5 0.8 _ '•�_ 0.6 O. 9.9g•6 �.0 0:;�,� 0 8 -0
_,_7 605DELANEYAVENtTE
HORIZONTAL POSITION., CRITERIA ?_' ���- r;� RLAND FLORIDA 32801
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LU400 r",' j' /� ��� ���,£' PHONE:[phone] FAX:[phone]
SAS EMAIL:c286 2 ste hensb952 674 9
EX2 (1) ONE 150-WATT Area Luminaire, 150W HPS, R2 Reflector, POLE Lithonia lighting, KAD 1 ;- ` j ? ♦ / /CLEAR ET-23.5 ' / �° p
(EXISTING)
o PRESSURE SWUM, Full CutoffMEETS FRIENDLY CRITERIA E 'NIGHTTIME 150S R2 Q.6 1 4 2.3 1 .9 1 .4 10 0.7 '' 0.8 1 . 1 1 .7 1: .. 3 1 .0 0.7 0:5 0..3
HORIZONTAL POSITION.,
•
LU15O/55
HLF (1) LED, P3 HLF SERIES FLOOD Size 2, P3, 4000K POLE Lithonia Lighting, HLF2 2
•
H] WITH NEMA 6X6 DISTRIBUTION LED P3 40K MFL
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co
MVOLT O.5 ,. 1_..3 1 .6 1 .5 1 .5 1 .3 0.9 0.9 1 .4 2:3 2.9 2.1 1 .5 1 0 3 0.2 0.1
: ,;fi„iiIii-'.
,
LE1a (1) LED, DSX2 LED P8 40K T5W MVOLT POLE Lithonia Lighting, DSX2 6 i '`� „�`
LED P8 40K T5W 0' 15' 30' 60'
;:,
MVOLT
LE1b (1) LED, DSX1 LED P5 40K T4M MVOLT POLE Lithonia Lighting, DSX1 4 0 6 8: -1 0.._ 1 .1 1 .0 ,'3.9 3.6 .1 .7 1 .1 1 .7 3.0 .0 4.7 3:9 3. �3. 2.0 1 .2 .0.6. 3 0.2 0.1'
0-0 LED P5 40K T4M
.;.:-...... •,,:
,.,...,.,..,_:.,,,, ,
MVOLT SCALE: 1"=30'
LE1c (1) LED, DSX1 LED P11 40K T4M MVOLT with POLE Lithonia Lighting, DSX1 1 \
O-❑ optics rotated 90 degrees right LED P11 40K T4M 1
MVOLT R90 4 3 6 3 0
0:6 0. t 08 O. ;' O.9 ells> '� . 1 .1 1 .9 3.4 5.7 5. 2:1 1'� 1
�.� 5 1 .8 0 ;> 0 1;.:
OLW (1) LED, NICHIA 219E WALLMOUNT LED FIXTURE WALL Lithonia Lighting, OLW 7 r /�
5000K .. :/' li'i: .-:'.)".):. /
31
,
,
,
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OTE (144) Lextar, 144pcs Flood 6650Im WALL/CEIUNG Lithonia Lighting, QTE 3 • `,ili ` : ,, E1
1-0 PC35H13 VO LED P3 40K 120 THK .>.0Al, %1�. 9 O. 3 • 2.6 0.9 1 .2 2.1 3.i 4:4.. 6.6 4.8 3..3 1 '� 0 0 CI 0
DDB O.0
9 0 /
NOTES: ' :� -` ���/�► J
/ r
1. READINGS ARE SHOWN IN UNITS OF MAINTAINED FOOTCANDLES. GENERAL \ . m 0 h r;
PHOTOMETRIC0.3 • /: o
2. TOTAL LIGHT LOSS FACTOR (LLF) = 0.95 LLF FOR LED1 1..:4 1 . 1 .4 1 .1 •
i ^ 0.7 . ' 1 .3 1 .8 - 2-`6 3.3 3.6 3.5 2:8 .�: 0:8 .,• O.2 0.1 0.1 a
3. TEST PLANE = 0' AFF SCHEDULE •
6. LE1 a, LE1 b, and LE1 c FIXTURE MOUNTING HEIGHT = 29 FT AFF FOR POLE-MOUNT (4 FT BASE AND 25 FT POLE) (ALL LE1
�2/
AVERAGE 2.56 O a U
LIGHT FIXTURES TO BE PROVIDED BY AND INSTALLED BY THE GENERAL CONTRACTOR) FOOT-CANDLES ;' •/m p - ` '` cip
7. QTE FIXTURE MOUNTING HEIGHT = 14' AFF FOR WALL MOUNT (ALL GTE LIGHT FIXTURES TO BE PROVIDED BY OTHERS AND MAXIMUM 107.9 0 r 4 r�:• 3.3 3.8 3c•2 2.1 0.9 1 .0 1 .3 1 .8 2.1 \2 4 : 2.4 2.3 1 .9 ` ,-�0.8 fi.4 0.2 0.1 0.1 Q
WILL NEED TO BE INSTALLED BY THE GENERAL CONTRACTOR) FOOT-CANDLES °` ; c02 ;I
Z
MINIMUM 0 -<3t �+
8. QOLWTE FIXTURE MOUNTING HEIGHT = 9'-6" AFF FOR WALL MOUNT (ALL OLW LIGHT FIXTURES TO BE PROVIDED BY OTHERS O.
AND WILL NEED TO BE INSTALLED BY THE GENERAL CONTRACTOR) FOOT-CANDLES / o I. t?
9. HFL TO BE INSTALLED TO THE SAME HEIGHT OF THE EXISTING EX1 LIGHT FC IRATIOTO MAXIMUM 0 0.3 'f'1 .0 3.9 12.3 1`O.4 4.4 1 .6 .7 2.5 2.O 1 . 1 1_.6 1 . 1\' O.4 O. 0.1� O.1
18 8-... .. 6 1
•
•
li
10. EX1 AND EX2 FIXTURES ARE EXISTING LIGHT ` ;' ;t
MAXIMUM TO MINIMUM 3591.43 >; I.
11. THIS PHOTOMETRIC LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA. ANY DEVIATION FROM STATED PARAMETERS WILL FC RATIO
4
AFFECT ACTUAL PERFORMANCE. ` /
AVERAGE TO MINIMUM 85.18 0.3' 0 4 0.9 - 3.9 30.4 40.3 7.4 / .8 5.7 6.8 4.2 2 1 .5 1 .3 1 :3.._..- = 0 9: ., 0.4 0.2 0.1
,...,.‘,"...:„.........
..."
12. THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE FOR ENGINEERING ANALYSIS OF LIGHTING SYSTEM SUITABILITY AND FC RATIO7 O.1
,:;:,
SAFETY. �
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\ SELECTIVELY PRUNE TO MAINTAIN FORM
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PROVIDE AGRIFORM FERTILIZER TABLETS AT
THE FOLLOWING RATES:15 GAL./5 TABLETS;
• mQm o - 65 Q 8m #��% aalilli _ - ONE TABLET PER E 30 GAL./10 ACH 1/2"OF TRUNK DIAMETER.
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REINFORCED RUBBER HOSE,0z
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.a 7// Q/ 0 ' Q p Q THE FOLLOWING RATES:15 GAL:/5 TABLETS �, ORANGE FLAG ABOVE TURNBUCKLE WARM.MONTHS:APRIL- OCTOBER o
o #0:. , om e, 30 GAL./10 TABLETS,65 GAL./15 TABLETS,OR
e a a o Q - �e ONE TABLET PER EACH 1/2"OF TRUNK DIAMETER. Plant Material Week 1 Week 2-3 Week 4-6 Week 7-12 Varies*
It)�Q _ o // _ Q0� \ a%// ;- #10 GAUGE WIRE WITH GALVANIZED
Q ��� /i a rt l%� t!y..(i i% t r� REINFORCED RUBBER HOSE
0 r",�# I I /r• .,,,k1 �u).-_ /TURNBUCKLES AT THREE LOCATIONS U
A�c#t% tt%ill irk i ��_%p-�I►'�°�'t'i,:` m. \ ) to
�t�� _ 120 APART
`- .,ram' I I (ir( ���� m #10 GAUGE WIRE FROM CENTRAL TRUNK / `\ Shrubs, groundcovers and sod 0.5" daily 0.5" every 0.75" twice as needed Q
,�� "'r (r' I►i� F� TO THREE STAKES MINIMUM 2"MULCH AS SPECIFIED AND 12-18"FROM TRUNK
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44 two days a week
!` I f THREE 2"x 2"x 8'P.T.P.STAKES 6"SOIL SAUCER
Mir / MINIMUM 2"MULCH AS SPECIFIED AND 12-18"FROM TRUNK TURN BACK BURLAP ONE THIRD IF BALLED&Bliv, Trees balled & burlappedflll
I< ''���"" 1.1 r �i. BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. saucer fill saucer fill saucer fill saucer water
6"SOIL SAUCER r ' ����y� ' x *3 months for each inch of twiceper twiceper twiceper twiceper once per
' 2"x4" X 2'-6"P.T.P.WOOD STAKE
• ; FLUSH WITH GROUND ��
"� !!! - TURN BACK BURLAP ONE THIRD IF BALLED&
,, i���wy caliper (@ 12 ht) application application application application week
BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. / dailyever 2 da s eve 2 da s twice a
1YT � � y S; �+• PLANTING SOIL MIX-1/3 SAND, PEAT,
week
\` _ "` .;:. - ' 1/3 TOPSOIL. CONTRACTOR TO SUBMIT y y y
PLANTING SOIL MIX-1/3 SAND,1/3 PEAT, c ' f i:' r
� T' :� ' 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY
k z ANY PROPOSED SUBSTITUTE FOR APPROVAL.
` PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND Trees from containers fill saucer fill saucer fill saucer fill saucer water
" ROOT BALL OF 12"ON ALL SIDES
PROVIDE CLEARANCE AROUND ROOT BALL ...... 3.5 months for each inch twice per twice per twice per twice per once per
OF 12"ON ALL SIDES AND 6"ON BOTTOM. AND 6"ON BOTTOM.
of caliper (@12"ht) application application application application week H
daily every 2 days twice a week twice a week Q
MULTI-TRUNK TREE PLANTING DETAIL TREE PLANTING DETAIL
NOT TO SCALE NOT TO SCALE COOL MONTHS:NOVEMBER-- MARCH
Plant Material Week 1 Week 2-3 Week 4-6 Week 7-12 Varies'
LANDSCAPE PLANTING NOTES: Shrubs, groundcovers and sod 0.25" daily 0.5" twice 0.75" once as needed
a week a week o
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES.
2. ALL PLANTS SHALL BE GRADE NO. 1 OR BETTER, AS GRADED IN NURSERY GRADES AND STANDARDS FOR Trees balled & burlapped fill saucer fill saucer fill saucer fill saucer water `E`..0etivrFillitip,,,,''' z
NURSERY PLANTS. *3 months for each once daily once every once every once, twice once per \, '` .ti oD a
3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, inch of caliper (@12"ht) 2 days 2 days a week week , \".• , o ` \-e> o 0
3 AND AFTER INSTALLATION. =�o �,,, . N
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4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A s ,, , uj v
O FULL, DENSE CROWN. . Trees from containers fill saucer fill saucer fill saucer fill saucer water v- 4 , '
0. 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. *3.5 months for each once daily once every once, twice once, twice once per �` ��d
6. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF2" IN DEPTH. inch of caliper (@12"ht) 2 days a week a week week ,,�b� -'�,`,e,,t
7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL. y f•,,',him. '��{;,,►►' w
E 8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA.
t 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION
OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL.
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LANDSCAPE CONTRACTOR NOTESImmimi
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e 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING
AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST PLANT LIST N
CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB.
2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS
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PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION.ANY AND ALL TREES
REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE
WT400
N
OWNER. AR 11 ACER RUBRUM RED MAPLE 8'HEIGHT SPACE AS SHOWN -
3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING GUY g:4 Y.7.,
BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. HV 12 HAMAMELIS VIRGINIANA COMMON WITCH-HAZEL 2.5"DBH SPACE AS SHOWN ^
4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT GUY 4h� H
QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT f'T 1
Nt LIST, THE PLANS SHALL RULE. SOD �.i,.� IN
1
= 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS ALL SEE FESTUCAARUNDINACEA TALL FESCUE SOLID,FREE OF PESTS AND DISEASES FIELD VERIFY QTY. co) ii...T; ..,......1
co
r. PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE AREAS PLANS
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RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.
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q 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, MULCHg:4 F -'(
DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED SEE MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY.
a DURING THE WORK. PLANS
7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO P
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DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. L.� F-+-i ram,
£ 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND •
C-R- 4,<
FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS .1-
.200 WORK.
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CITY OF STATESVILLE LANDSCAPE CODE NOTESCA
N NORTHWEST PROPERTY LINE 601'/ 100' = 6.01 SHADE TREES REQUIRED "BUFFER B"
o PROVIDED: 2 SHADE TREES , 2 EXISTING MAPLE TREES, AND 2 ORNAMENTAL TREES DUE TO UTILITIES
NORTHWEST PROPERTY LINE 601'/ 100' = 6.01 ORNAMENTAL TREES REQUIRED "BUFFER B"
PROVIDED: 6 ORNAMENTAL TREES
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PROJECT NO.:
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GRAT-/RIM=826.50 PHONE: 286260 FAX[phone]
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CONSTRUCTED WETLAND NOTES
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1. A SOIL ANALYSIS SHOULD BE CONDUCTED WITHIN THE STORMWATER WETLAND TO DETERMINE THE SPACING SEE P VARIES FADS
UNT SCHEDULE E/VC,tAIEEIsI/VC,, LLe.
VIABILITY OF SOILS FOR HEALTHY VEGETATION GROWTH. IMPORTED OR IN-SITU SOILS MAY BE AMENDED SHEET L-HE1B
WITH ORGANIC MATERIAL, DEPENDING ON SOIL ANALYSIS RESULTS, TO ENHANCE SUITABILITY AS A SHRUB SHALL BEAR SOME
PLANTING MEDIA RELATION TO FINISH GRADE AS TO 605DEiANEYAVENUE
`■ ,',, `. NURSERY EXISTING GRADE. DO NOT ORLANDO,FLORIDA 32801
�'T �'?%r. . ♦. , # �� ROOT E. PHONE:[phone] FAX:[phone]
2. PLANTS IN SHALLOW WATER (WATER'S EDGE TO 6" BELOW NORMAL WATER LEVEL) MUST HAVE AT 1``4 4 f' ���' \i {1'/ u�q.� �}�, EMAIL:[e-mail]
�,+ ' `�, . I f,f ,. u H LACK FROhILD
LEAST 3" OF ABOVE-WATER FOLIAGE WHEN INSTALLED. PLANTS MUST HAVE AT LEAST A 9" FOLIAGE .4,; �, 1 , i f BASE OF SHRUB
HEIGHT WHEN INSTALLED IN THIS ZONE. ACCOMMODATE PLANTS WITH SHORTER FOLIAGE IN ��:. ;,�;, .�'f _
SHALLOWER AREAS. Lillliii,LIIFIN11, ik yfii171ii171iiii=Ri•jj,, ltl#F1111II1111 .'
t�n{i f.- : ^:/ "`..'Yt �fn ti f �,(,, f2 tt"ti n� Y.+ t[„,,,„„� �'
ti` �'x ;"'�3,,*t- �.-g•. etc Ks. 'I"'8 a'. /3 Ly,, -. - v F . UNTIEALL ROPES AND w w
r, 3 L'� Ja�1:}y4k}��1tir .c(r J..fib« :Y +k} r E i�;�*� k1iK+, ,a (�
3. PLANT INSTALLATION SHALL BE BETWEEN LAST SPRING FROST UNTIL SEVERAL WEEKS BEFORE THE If �5 „4.I!Mit4► lfg,f, � . 1.4;,i;1;� , 414.*:1 tt�5:40*-' REM CONTAINERS. o��uTE
m Iiii=l i7t44 Ar�F""� i'r ;•- ("L''.f@nilrr4LE { evf
AVERAGE FIRST FALL FROST. .�����, �� j r �,., „�`- � �� BACK 1/3 FRt7M TC7P OF &11L
" I I -- �,",' irr. �r..i i II i1 1l"i1'�1 t'�-ti'i > PRIOR Tt) BACKFlWNG.
4. IF AFTER SIX WEEKS THE PLANTS DO NO SEEM TO BE TAKING HOLD AND GROWING, REPLANT II I I EXCAVATE EACH SHRUB
IN-BETWEEN THE ORIGINAL PLANTS IN A SIMILAR PATTERN. INDIVIDUALLY TO REQUIRED DEPTH
12' MIN. AND BACKFlLL WITH UPLAN D
5. IF PERMANENT POOL IS NOT IMMEDIATELY AVAILABLE AFTER PLANTING, FLOOD THE WETLAND SO THAT PUNTING SOIL AS SPECIFIED.
THE WATER IS WITHIN 2 INCHES OF THE TOP OF THE GROUND. APPLY AN ALL-PURPOSE WATER-SOLUBLE UNDISTURBED SUBORADE
PLANT FOOD AT THE MANUFACTURERS LOWEST RECOMMENDED RATE FOR LAWNS EVERY THREE WEEKS X PLANT
UNTIL EFFLUENT IS AVAILABLE.
Ik1440°6. THE MINIMUM PERIOD FOR WATERING AND FERTILIZING THE PLANTS SHOULD BE SIX WEEKS. WATERING SHRUB PLANTING
MAY BE ACCOMPLISHED BY LEAVING THE BUILDING WATER SUPPLY ON AND RUNNING FAUCETS
CONTINUOUSLY OR BY INSERTING A HOSE INTO THE FRONT END OF THE WETLAND. THE WATER LEVEL
NOT TO SCALE
MUST BE MAINTAINED WITHIN 1-2 INCHES BELOW THE GROUND SURFACE OF THE PERMANENT POOL X z z
AREA. FAILURE TO DO SO WILL RESULT IN THE DEATH OF THE PLANTS AND THE REQUIREMENT TO X= SEE PLAT LIST w
REPLANT. TABLE REMARKS NOTE:. FOR BROADLEAF FLOOD o
igINI
SPAtvING VARIES, PLAIN AND HIGH MARSH, U v
5EE PLANT SCHEDULE SEED AREA IN ADDITION v)
SHEET L-I B TO
INSTALLING92 PLAND SEE I : �
LANDSCAPE PLANTING NOTES: S
AND SPEC 02953
WETUND SEEDING. z
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. o
2. ALL PLANTS SHALL BE GRADE NO. 1 OR BETTER, AS GRADED IN NURSERY GRADES AND STANDARDS FOR ,ri: r, HERBACEOUS PLANT Q 1- 1-
.� 4�(� ti,` PLUGS z z
NURSERY PLANTS. PLANT SPACING PLAN ,_ z
w r ` ..r, FOR WETLAND PLANTING. w w
3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, � d , „ii r, .,, 4 4 p,�� Y ,"��„,, �,�r;�
r3rSi�i�,•S, , �n �,�yi.Sb.r a'i o t .7, a. a°a E f� '.tF F. FINISH GRADE Y�ITH O o O
AND AFTER INSTALLATION. NOT TO SCALE j -;".1.,.*"-: ,� . ,, �,. a�'�-$et,,.� t4 e'." `'s, .:Y.. �, MICROTOPOGRAPHY UP TO 3" v o 0
N Al;.WI'R',;'1hy6,:i.,::1,e`;*;'r^'t„Fe i s'F"Ld:�.:;7•� .oCa,i° j. 6i•eb..`` ._I
4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A fe- ;,,6i,y ,0.1-:? ,1@ ,, ,�,.-Nri .; '�t ,9, w w cl
q� �y . y, TEMPORARY EROSION CONTROL w w
j °lrS ly'ii Y7airLiSS @..t��,S'"'°1��i !y,. ,q° v4: y'� c t r .SPitrr w
FULL, DENSE CROWN. „ .� i MATTING IN HIGH MARSH AREAS o 0 0
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ill-Atli II 11=t1 Ft �r r. l! 11 11 Il i1 Y I1-ft ![ 1[-11 ONLY z z
5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. tl II-II-ti iI 4 1t [2 �r1 II_4:1 Ir_114 TI I� II II �t tt
111=I 1 1(11 I1 Ii=t1 ii--11 11 11 II1it i 111[[il=i1=11=;1J 1111111 I I11 PLA WETLAND OR UPLAND rn rn rn
6. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. I rt=11 II 11=1t rt 1t 1[`11 11-ir 11 Ii E1-I11 ,l1-II 11 t1=11 ii PwtimNG SOIL
7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL. rlt1 11 1) II 11=1a ti i1-r1 II ,It-tl It ,I # a=� I �t
1 11- II 11 k17 11 tl i1-11- Il i[-�
II: I _, .11-.I[ E[ �[ EXISTING SUBGRADE 0 0 00
8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. ra
9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION
F PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL.
0 0 o
HERBACEOUS PLANT PLUGS N tO d-
LANDSCAPE CONTRACTOR NOTES:
NOT TO SCALE
I. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTINGN
AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST1/40
0
CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. z
!`tiS`a'►`p 6i Fiiiiii7p,r'i'rr O.
2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A - _ r '/
PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL �ev _ o
REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE
WEEKLY WATERING GUIDELINES DURING THE ESTABLISHMENT'PERIOD ° �P� `��'��'
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a•
a.
. OWNER.
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3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING
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F. •, co c�
BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. ry, r
4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT W MONTHS. APRIL - OCTOBER o `�� i-1
QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT Plant Material Week 1 Week 2-3 Week 4-6 Week '� "''.�`o - ��.,''� _ ti' LIST, THE PLANS SHALL RULE. ee 7-12 Varies ` v
5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS --
a PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE
RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. Shrubs, groundcovers and sod 0.5" daily 0.5" every 0.75'I twice as needed 4-01
6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, two days a week
a DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGEDC...)
DURING THE WORK. '''""i'mii
7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO Trees balled & burlapped fill saucer fill saucer fill saucer fill saucer water
DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT.
P4
8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND *3 months for each inch of twice per twice per twice per twice per once per CI
FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS . caliper (�' 12"ht) application a lication a lication a lication week pp pp Pp pp W
•
WORK. daily every2 days ever: 2 days s twice a w- IT] OQ
...
Y Y Y Y eek N
ci)
Z Trees from containers fill saucer fill saucer fill saucer fill saucer wa
ter ater 4
*3.5 months for each inch twice per twiceper twiceper twice per onceper
N �-.� Q
of caliper (@12"ht) application application application application week
vi
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IT]
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AA daily every 2 days twice a week twice a weekcoo W4,„
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COOL MONTHS:IVOVEMBER - MARCH P4 Ci)p4 ,,„,4
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PLANT LIST TABLE Plant Material Week 1 Week 2-3 Week 4-6 Week 7-12 Varies* 4<1. '.4! ›'
SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS PL" P1VD
Shrubs, groundcovers and sod 0.25" daily 0.5" twice 0.75" once as needed � T
FW
° E 340* PONIED CORDATA PICKERELWEED SMALL,SHALLOW WATER ZONE SPACE AS SHOWN ON PLAN (X= 2 ft)
a week a week
m F F ,‹ 340* PELTANDRA VIGINIACA ARROW ARUM SMALL, SHALLOW WATER ZONE SPACE AS SHOWN ON PLAN (X= 2 ft) a71-
W E"
e�
150* EUPATORIUM PERFOLATUM BONESET 1 GAL POT, TEMPORARY INUNDATION ZONE SPACE AS SHOWN ON PLAN X=2 ft
a.
Trees balled burlapped fill saucer fill saucer full saucer fill saucer water
150 ANDROPOGON GLOMERATUS BUSHY BLUESTEM 1 GAL POT, TEMPORARY INUNDATION ZONE SPACE AS SHOWN = 2 *3 monthsF"'"1 CA
CO
ON PLAN (X ft) t s for each once daily once every once every once, twice once per
m WH 20 HAMAMELIS VIRGINIANA WITCHHAZEL 3 GAL POT, TEMPORARY INUNDATION ZONE SHRUBS LOCATION SHOWN ON PLAN ll1Ch1 of caliper (@12`�ht) 2 days 2 days a week week
a.
CA 20 CALLICARPAAMERICANA BEAUTYBERRY 3 GAL POT, TEMPORARY INUNDATION ZONE SHRUBS LOCATION SHOWN ON PLAN
m
N Trees from containers fill saucer fill saucer fill saucer fill saucer water
c.
FS SEE PLAN FOX SEDGE CARER VULPINOIDEA 3" POTS SPACE AS SHOWN ON PLAN (X= 1.5 ft) *3.5 months for each -
0.
o SOD SEE PLAN
once daily once every once, twice once, twice' once per
FESTUCAARUNDINACEA TALL FESCUE FOR SWALES, BERMS; FINISHED GRADES, ETC. FIELD VERIFYQTY' inch of caliper (@12"ht) 2 TITLE:
ni
p days a week a week week
o
*PLANT IN CLUSTERS OF 20,ALTERNATE CLUSTERS WITH OTER PLANTS WITHIN THE SAME PLANTING ZONE
WETLANDX ° E
ETLAND
F.XX
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PLANTING
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SCALE: /�
AS NOTED T S T
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PROJECT NO.:
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18-078