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HAZARD ZONE At AS DETERMINED BY SCALING AND GRAPHIC
PLOTTING FROM FIRM # 3720452600 J, DATED JULY 2, 2004 &
INDICATED. THE SURVEYOR FAA
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ARE IN THE EXACT LOCATION
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PROPOSED PARKING SPACES:
129 SPACES
REQUIRED HC PARKING:
P osl=11, r -1 -
PROPOSED HANDICAP PARKING:
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40 FT
PROPOSED BUILDING HEIGHT:
NOT PHYSICALLY UNCOVERED
AND LOCATED ANY UNDERGFOUND
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MB GRSSO'
NAVD = NORTH AMERICAN VERTICAL DATUM /�/`' - == - -- , - (6O �W -- -
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NIP = NEW IRON PIPE '(1. '_ -�- \\ _.' "_- - -- -_, w
NIS = NEW IRON SET ® ®® \ / �\ C/ Z J 8' CABC
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SURVEY PROVIDED BY:
GRANT & ASSOCIATES,
LAND SURVEYING SERVICES
907 S.E. 2nd STREET
SNOW HILL, N.C. 28580
LIC. No. C- 216$252) 747 -7777
CHARLES D. • ODA
DEED BOOK :' • PAGE 106
ZONED: •:
TOTAL AREA IN TRACT:
5.64 ACRE
ZONING CLASSIFICATION:
RA -6
(RESIDENTIAL CONDITIONAL USE DISTRICT)
r
TOTAL DISTURBED AREA:
4.693 AC
REQUIRED PARKING:
120 SPACES
PROPOSED PARKING SPACES:
129 SPACES
REQUIRED HC PARKING:
5 SPACES
PROPOSED HANDICAP PARKING:
5 SPACES
MAXIMUM BUILDING HEIGHT:
40 FT
PROPOSED BUILDING HEIGHT:
40 FT
HEIGHT AT TOP OF CUPALO:
52.5 FT
PROPOSED THREE BEDROOM UNITS:
24
PROPOSED TWO BEDROOM UNITS:
36
SETBACKS:
FRONT 30 FT
REAR 20 FT
SIDE 8 FT
IMPERVIOUS AREA
PROPOSED BUILDING: 36,321 SF
PROPOSED PARKING & DRIVES: 45,503 SF
PROPOSED CONCRETE WALKS: 15,258 SF
TOTAL IMPERVIOUS: 2.229 AC 97,082 SF
NOTES
1. ALL PUBLIC SEWER MAINS SHALL HAVE A MINIMUM 20
FOOT SEWER EASEMENT CENTERED OVER THE SEV41ER LINE.
2. ALL PUBLIC WATER MAINS SHALL HAVE A 10 FOOT
WATERLINE EASEMENT CENTERED OVER THE WATERLINE.
3. ELECTRICAL EASEMENTS SHALL BE AS DETERMINE61 BY
THE KINSTON PUBLIC SERVICES DEPARTMENT.
4. ALL ELECTRICAL SERVICES AND EXTENSIONS SHALL BE
COORDINATED WITH THE KINSTON PUBLIC SERVICES
DEPARTMENT AND DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH THEIR STANDARDS AND SPECIFICATIONS.
SITE LIGHTING WILL BE COORDINATED WITH KINSTON
\_�•� ^� PUBLIC SERVICES DEPARTMENT AT THE TIME OF SITE PLAN
�►.h,�'� SUBMITTAL FOR ZONING COMPLIANCE.
\ \ \ \ ACKELFORD FAMILY, LLC
DEED BOOK 1178, PAGE 452
ZONED: RA -6
SHADING OF PAVED VEHICLE ACCOMODATION AREAS
\ j Y SHADING OF VEHICLE ACCOMMODATION AREA:
\' \.\ .�'� �p (45,503 SF X 20 %) = 9,101 SF AREA TO BE SHADED
REQUIRED SHADE TREES: 13
\ (9,101 SF / 707) = 13 TREES
` \. / PROVIDED SHADE TREES: 15
.0 / E B SCREEN �PT6: SEE SHEET C4.1 FOR DETAIL.
S ALL TREES 0 '30, 6
EA) WITH 3' BERM
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77.52 6 FIRST PENTECOSTAL HOLINESS
°' DEED BOOK 1238, PAGE 624
C4
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REVISIONS
03112114
PER CITY REVIEW
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NOTES
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
co
` // , ,�� `� p� THE ATTENTION OF THE ENGINEER.
r ' 84 M 2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
®/ ` ,�� p_b p�� LOOP LOGP IS RECOMMENDED THAT ALL BUILDING, PARKING AND
�-- -® -- ®� 100 YEAR FLOODWgY ° ��• F "` s s PR P� DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
AEFW (SCALED °° ' ®®
- ` \� `` TO CONSOLIDATE LOOSE SOILS IN. THE UPPER SUBGRADE.
/APPROXIMATE LOCATION) r ' • "� ;`� 4 S ®® 1O PPpR COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
oo
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
---------- - - - - -- rr h
`CJ J • wy 3` r `. / °'" .............
` \ i s / REQUIRED PRIOR TO ENGINEERS APPROVAL FOR FILL
OUTLET 53.00
PLACEMENT.
��, \� \.S/ / " j.rz® }�
(FIELD VERIFY`•\
fl� cb p� w ,y' i - "' \5 v. 5 :0 ©� ,y ' ` s,: 5 \. 3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
CITY OF T ' °h{° ' �` r' /FES NV. 53.0 / STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
ED BOOK 817 PAGE 82 ' �, `�j I \� r ' �. "^ ,:,r .�. - S %f srlLUNC
IN ;Y.;\ NOTE: \
}'" - �� CLASS °e" �,' \�' "''`` \. 28 LF CHANNEL. WIDTH VARIES 4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
�� ' s
��
15'X1 X1 TH �:. ti " �``a \Ff30M 10' WIDE TO 5' WIDTH ® DISTURBED AREAS IN ACCORDANCE WITH THE
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_._M ,_. w w.. _, . :::` ...w.., .......,,_ . ....... . ...... /` 5 28 LF 18 RCP
w_ ., w...,....
;- •��,�.,. "....... ,., ..._...._._.. -, -µ._ -w ......"...:...;�,.�.,. -;.R.: „::::. ,., . "_w„........:"' ;.ter' d �„>�- � , , �, ,�,Q ;, ,. o.ox. � NOT DIET RB EXISTING SPECIFICATIONS W COMPLETION OF GRADING
"- - -�-- ® 1 �•,. s,; E� PROJECT, THE GENERAL
-------- - - - - -- _..,... _.. ". X 5 ®6.85 DITCH BOTTOM,..
"„ f _�.�.. • • • ,_, - ,m....��.�.� - ••,•��- _,:�rs� -• _____ s•� 56 � \� , • ,�i \ CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
X. DITC1� .
w \ ..,... _ \ $ 'a OUTLET ONTROL w
w'. '_ " s 5�---' S » »`,�, TEMPORAi�Y\ OUTLINED IN THE SPECIFICATIONS ALL DRAINAGE PIPES
STRUCTURE \ SILT FENCE
- " ® W/4 FAIRCLOTI't 4 SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
`' �iP) REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
SKIMMER ,
STORMWATE \. " ' ,. ::j��•_:° \ 5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
EX.
EX ff �-= s �_ s a' ® RcP EMPORARY Y,ULAND -B \.\ `' "`� \:s ,O AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND
'`
c M H S "= - S g ° S `` \ \ \ ,�� ° ®® 3p8'��$~ ONE PROPOSED WITH \ \A s , �'� LEFT READY FOR SEEDING AND PLANTING.
_ sM.H. . S . s. . s. s ss TEMP � - >\ \. ®�- \`> ENT
t f # `s;.-- � ED �o �Q' 6. PLANT & ESTABLISH VEGETATION PER SEEDING SCHEDULE.
1 S s $ STONE SILL AY -\� ® ®® �- \ 59 - \ \ . ; y; \
EX. x 50'RIPAR�. BUFFER 60 \.\ z 7. ALL SLOPES WITHIN THE LIMITS OF CONSTRUCTION ON THIS
-I s # °° \ 61 ' �.. ' " \. `'`' \ \ PROJECT SHALL BE STABILIZED WITHIN 14 DAYS WITH THE
Y ;� M.. � � `� � t � � \ EXCEPTION OF ALL THE EXISTING DITCHES WHICH SHALL BE
FLOODWA OUTLET CO TRO,L � - � \ �' TEMPORARY \.
100 YEAR STRUCTUW Ill » EL CTRI L ME � � ROPOSED \ STABILIZED IN 7 DAYS. SEE SHEET 7 OF 7 FOR OUTLINE OF DWG
APPROXIMATE LOCATION; ;f, 58 1 - s- ®PVC ®_ ' .'5 - - s5 8' PVC R.D ®1.00 \.
- AE SCALED 3f� W /4» FAjRCLpTH i \. \? ` \ { S ME SPILLWAY CONSTRUCTION GENERAL PERMIT (NCG01)
f 57 SKIM A C C CO CO
f� INV 60.05 INV 61.00 INV 61.00 INV 60.051 I 55 \ 'k-
55
I 1 so 56 ¢\ 44 4 SEEDING SCHEDULE
i I 62 58 �`_ �_''f•y� j \ PERMANENT SEEDING:
f• 1 70' 8" PVC R.D. ®2.93% 1 3 59 c36, �9yyp •� \ \ DATE:
I STORMWATER`.3 F �4:� I �s O� ��4y�' \ \ \ JAN 1 -MAR 31 COMMON BERMUDA, GRASS 20 LBS /ACRE
WETLAND -A PROPOSED 3 -STORY BUILDING F �. � 4;w `_ \. (UNHULLED)
i
-o ( ,
4F FIFE = 64.00 APR 1 - JUL 31 COMMON BERMUDA GRASS 15 LBS ACRE
WITH 1 /
,. I �+ UNHULLED
EASEMENT i 3 wi € <r w 1 �, - (UNHULLED) )
y��'y'}: AUG 1 DEC 31 TALL FESCUE 60 LBS /ACRE
fi 'L'ws ir` 5 4 t
COMMON BERMUDA: GRASS 20 LBS /ACRE
IN _ 8 \ Y `5 \ \ (UNHULLED)
" w c� _ \ \. YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS ACRE
70' 8" PVC � � ,� � �" \ O Oy � �' `�'4 t \ /
"..
6
°
:zE YEAR ROUND FERTILIZER 10 -10 -10 ANA LIS 1000 LBS /ACRE R.D. ® 2.93% HC SIGN YEAR ROUND MULCH 2 TONS /ACRE (A
PPRX. 80
BALES) TC 6 • INV 58.00- -J
SMALL GRAIN STRAW /ACRE
P) 3.73 (TYP)
63.73 �' 4r ,: ` \�� YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT
f » w �- 6 5 C NO;'".WAl x•.•. : , t ®400 GAL /ACRE
C^d 8 INV 54.00 ."- Q ti ` K • 32 cuss "s" STONE E t {
N T4� =` k x• ts'xto'xts" naK \ `t _ OR EMULSIFIED ASPHALT
63.60 ,C,: �y ,ly C . TC 63.60 V R TC 63.30 TC 3.1 , \. f ` ',
® 400 GAL /ACRE
1 Cuss •6" SrON y,.t ` / . :. ���,o'?,o ��?s ,• Y I 18° S -5 \ \ t. r `I \ TEMPORARY SEEDING:
t5'xto'xta' TH 18" FES -5 + :. ' " `SO �� �� O C 6 Y TC 3. 1 4.00 \. \`\ Ali, ` `f \'�.. DATE:
INV 54,,00` 5 t ': ' I �`� \
.. ; TC 62.50
9 55 t TC 15 O °" HTC 63.15 1 55 `, ; t ` APR 15 -AUG 14 GERMAN MILLET 50 LBS /ACRE
TC 62.80 58 AUG 15 - APR 14 RYE (GRAIN) 50 LBS /ACRE
C 6 2 e. -• " 57 \� ' ? j`• ' YEAR ROUND FERTILIZER 10-10-10 ANAYLIS 400 LBS /ACRE
HOOD 62.50\;
58 �'C ' CB -2 58
59 / ®? HOOD 62.50 INV 56.78 OAS I 59
® 61 60 it /4 INV 56.86,---""-
6.86 -.-" °° .,..• TC 62.68 „RCP I 6 60
18
Tc-`s2.s 136' 1 1 - {s�� - \ o
w _ TC 62.60 w 20' 18" RCP ® 1.0% 6'L' �5 62.50 �' -+�' \•\ .',`<
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INV 59.14
+ INV 59.14 C 63.00 TC 62.00 q 4•. \ �. \ `i <; \
TW s:3.00 x . s f`. ,. ff F� ' \ Y ° t SELF! �L, LLC
,.
` CB -3 TGIt 63%25>r z ..p C 61.90 63.20' R \ a \ Az \ \ ,
HOOD 62.00 TW 63.0 _ r \ t
8 °o ^" ,� .» ...._............_TC : >.. ' ��\ 1178, PAGE 452
3 53 i INV 57.06 £:...... 28 18 RCP 1.0� \ �� DEED BOOK
q 9 ,-, Tw 2.24 _ " `, f ZONED: RA -6
TW 62.70 TW 62.70 p CB -7 ,f s: € jwf ` ®
w p TW 63.70 TC 62.14 CQNC: WAs 'f y a�' 6 CO1C: ". WALK TC 62.12 HOOD 61.90 TC 63.70 °� '.. 6i� §'s,�'sa o \ A\ \t }1 f F (O QJ
LEGEND t INV 57.os
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CH = CHORD
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FFE = FINISHED FLOOR ELEVATION
i FH FIRE HYDRANT TW 63.50 TW 63.50 o GV =GATE VALVE P OSED CO TW P 63.00 o TW P 63.00
LF LINEAR FEET X TW/P 63.00 X ®LP LIGHT POLE f . / . INV 60.00
3
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MB MAP BOOK TW 63.50 TW 63.50
NAVD =NORTH AMERICAN VERTICAL DATUM W Li- .. b O <
�
NCSR = NORTH CAROLINA STATE ROAD I Z Ld I'1 TC 63.45
NIP = NEW IRON PIPE ( v, ' v (� a� }' TW 62.83 (� • •'. f \
NIS NEW IRON SET I X ` n� O Ch, ' (P) a-
NG = NATURAL GRADE ( ire O I I - 0_ TC 62.43 X:,' , y: ° '` �.:" ,CO . C. WvA % u ',,Tw. 62.7 X` : 62.68 s II V
C) of I O TW 63 3w' `' ,ly Tw 63.55 '' U `'' ao
NPS = NO POINT SET O_ "z h• c
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I O I 2 Z{ It, 6 C-1, s
ss' �u'� x �i b' v`
PVC = PPOLYVINYL CHLORIDE PIPE ► Q i I o= �� u`� '90 .�: :` Z ? '> \ \ �' ,£c' t
R - RADIUS I \ + %`,.:: yf.,.> .,, >. i-i `S .... N N O }1 ' I {• \ 5 i 1 \ \
O L7 D TW 63.70 TC 62.55 :. TC 63.70
RCP = REINFORCED CONCRETE PIPE z ' 1 !,.: 'tsh } x
RW = RIGHT -OF -WAY r « TC 62.75 M� R TC 63.10 1 \.
W I Q I 63. TC 63.35 TC 62. l- TC 63.60` •' : ;'` jQ
�TW/TC 63.11:. TW/TC 63.00 2C` . Ong
3, SSMH - SANITARY SEWER MANHOLE ( ! _ z. TC 63. r ! \, sl f 5 3 a \.TEMPORARY
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SW =SIDE WALK `" W s r.,ss.::. 62.85 a ' :" C 6 . TC 62.80 "' >' z # =arf ' ; STONE \SPILLWAY
TYP = TYPICAL ` +
WV =WATER VALVE C 63.40 C 63.35 TW 62
TC 62.80.,'`` TC 62.5C' \ TC 62.5 TW/TP 62.40 \
WM = WATER METER I I . /, �' 6 0 f° \ \ s TEMPORAR\
CONC = CONCRETE ` I - ' ' / `� f �G �G / \ �`
-w- =WATER LINE NV 61,00 ✓' " i NOV 64.00 'f t z,'} %3{ \SILT FENC
TC 63.10 /....
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= SEWER LINE - 3 T - HOOD 61..90 / �� \ TC 631
-SF- = TEMPORARY SILT FENCE ► I O63SETDACK - - INV. 58.90, ," \ # x -�(
HC = HANDICAP PARKING SIGN ( - - %� G �-• = - """- 63
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293
NOTES
1. WATER AND SEWER SERVICES ARE SUBJECT TO APPLICATION & PAYMENT OF FEES
R�\ q�, I // ` r,'M `;, ,,� TO CITY OF KINSTON (CITY) BY OWNER.
F / O M
d / ` 5 ® PE / �P� '\ \ON> 2. RPZ BACKFLOW PREVENTER IS REQUIRED FOR IRRIGATION WATER SERVICE. SIZE,
/ / p0 GP
°� t_ i s o 0
r z , tx L TYPE & LOCATION TO BE COORDINATED BETWEEN THE CITY AND THE OWNER
�- -" - ® -� 100 YEAR FLOODWAY ` �� �� -0' <' k ,• �%'f ,t, s j s �Cp �1�� ® ®s �p.Fto \MP�� PRIOR TO ISSUANCE OF A BUILDING PERMIT.
AEFW (SCALED/ R ® ®�� -- ?: 0
APP OXIMATE LOCATION) ` ✓w ® ®® 10 PPpR
/t�CP • ` ' "2`': E 3. NATURAL GAS SERVICE, SIZING LOCATION AND INSTALLATION TO BE COORDINATED
es Y 5 s SBY THE CONTRACTOR. CITY S ALL INSTALL SERVICE LINE TO BUILDING /METER,
4j�• £'� "` s \ t \ < APPLICATION & PAYMENT OF FEE BY OWNER.
4. TELEPHONE AND COMMUNICATION SERVICE.AND INSTALLATION TO BE COORDINATED
CITY OF KINSTON � BY THE CONTRACTOR.
ED BOOK 817, PAGE 82 0 r AD , . , £
....,s.`¢::r ^ ,✓ H' >^ ,>.. .N ^'� mow. ^w « -� { 'fit
D� cb• I » ._. f .�:� / s `'' +.` \44Cp \ \ 5. ELECTRIC SERVICE LINE (UNDERGROUND) TO BUILDING /METER BY CITY, SUBJECT
\.\ i�ss/ i ® \: y,`z� Y \ \ TO APPLICATION & PAYMENT OF FEE BY OWNER.
..:..„ -.
6. dEX. DITCH _. :.. ".,- _. M . s. - s -- $ \ :; :.; \ \ \ (NC TONE1- 0CALL, RESPONSIBLE 80062- 4949)CAORDIEAST1048 HOURS NPR ®RL TO EN
'~ ° m M s --' ..w_ $ �s SS CONSTRUCTION.
_� w t; 7. CLEAN -OUTS SHALL NOT BE LOCATED WITHIN THE CURB & GUTTER.
20 �T$AC ®.._ \s \ \, ®,\ STORMWAT \.� `, \ „
`X #t ' '� =--� \. \. s® \. CITY OF WETL�4i�ID B \ 4' ' Off, 8. 6 PVC SEWER SERVICES SHALL HAVE A MINIMUM GRADE OF 1.0 %.
EX. Fes, =-
SSMH. . . . . SSMH s s=ue s~ ° S $ \ \ \ \ \ �` ® ® ® ®'� KINSTON POINT «. WITH \ \ \ ' \\ °� ►�
s s s S. - - \. \ ®- \ '' 6" PVC S �q ENT \* 4 \' 9. THE DCDA MUST BE TESTED BY A CITY CERTIFIED TESTER PRIOR TO OCCUPANCY.
�- $j} `s ._..,< .: \ OF SERVICE EWER \ �,4 \ (�O O'
S S. t r \ \ \ V O(
\ t
r S S \ \'\ SERVICE \ ; `,
I EX. EX. -�.- �" -°c \. � \. . ,tt � 10. CITY OF KINSTON SHALL INSTALL THE 4" AND 6" SANITARY SEWER TAPS ON THE
50 RIPAR�N.. BUFFER �_.•_•__. -- - -'- � \. ' •; t ���.s �• \_
S ._ _- -- IvTFi r\ \• j \.\ , EXISTING SEWER SYSTEM UPON PAYMENT OF FEES BY THE DEVELOPER.
AEFW OODWAY -�- ' r - -- - - -- -- - -- - -- - - -- - -- - - -- - -- - - -- -- - _ \ 00 %s
IT EL CTRI L ME , ,
FL ®� ®� I �' \,� 4 3t�' \ 11. WATER METERS SHALL BE PROVIDED TO THE DEVELOPER FOR EACH SERVICE BY
100 YEAR LOCATIO
APPROXIMATE I � -�' \.\ �..,. �:� � °t, �,.'`£ • �'£ � \.
AE (SCALED/ #� - - I \ THE CITY OF KINSTON, UPON PAYMENT OF THE WATER METER COST ONLY BY
t Ec
THE DEVELOPER.
H/ 12. CONSTRUCTED Y
" I -'�� \ \ THE 8" TAP AND EXTENSION ON THE WATER MAIN SHALL BE CO D B
2 � FIRE MAIN TO GO® _ \. � w� \
j ® I DCDA LOCATED THE DEVELOPER WITH THE PRESENCE OF THE CITY INSPECTOR.
- i INSIDE SPRINKLER
� STORMWATER }` °� -
( ) h ROPOSED 3 -STORY BUILDING
WETIAI�1� > -A I RISER ROOM TYP �� i I _,~.
WITH ® ��;�
FFE = 64.00 a \.\ k
EASEMENT WATTS DCDA v C INN. ® \'\ -��',` ` ` \
1/11, 007 U.S.C., I" ® . \t..,:< \.\
I t I APPROVED °' w
DOMESTIC 19.50 \,\
Ic
N u-,
I � I I HC SIGN - - - - -- ®4p� y \ <`•FES' ;}
_....
I C114 j _ " \.» w 6I5' 1✓(QNG. WALK*-., • �' q. x. .. < ®• �A \4 .4 ', °F i £ 00
N ~ 6"` -90 wi "\ »�` \ \ £t 1££ `£ °t ; `: ''t \ \ �\.o�p�'�\�
CITY OF ) �O w w w w w- w.:,�1 Mww -=I-W ~ w °° "W,, w BEND ► \,'# \ `; \ \ P� QQ Q�
"`6 WATER MAIN 6" LH TEE I ® \ `4 E
1 KINSTON POINT : f O 6 45 ~ "
Of! "- SER'VI'CE i s k ND 2 -6" GV
/ 6 "2" BRASS SADDLE £_ �'�E �GP
CO INV. tJ 1 .� 2 GV 6 FH 1 ,, ® \ \ \ ` \
6 PVC S ER 59.50'
j SERVI I i 6 -45' 18„ w�" ( P) GP 6 IP ®
\ p - - -- - z - --
, C® - - -- - - / -/T - -_ / -T - - -J I
BEND fig' RO :4" SSY. -67 T \ '£ p�- „ za' a - -
I + t- .�r: .., ' , � . � � `6' "C�N�. a.111Fi4LK" -:.:� . x� ��. I '� -: ` .
ACKEL O FAMILY, LL
90 a �+
,:. `� ` £ `4 DEED BOOK 1 178 PAGE 452
5
3 `
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1
W I _ .o.
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)4.59' € }} �� F:. ZONED: RA -6
Est
�, , 6' 'GONG: 'WAJ.I� x 6'" CONC: > ±WALK° I �e i £ ., \ \<
LEGEND �} 3 _�
} 2 Y2" PVC
CH = CHORD I 1 t l I U? FIREMAN ' t-\ \
CL = CENTERLINE Z -p t \
CLD = CENTERLINE OF DITCH 1 Z U' „ „ 3 „ t g < ., ;g ' .. R: ;>
CIR = CIRCLE Ia} o N CL 6X2 BRASS SADDLE 5/g WM o
OB = DEED BOOK CLEAN OUT ' I + ; } ' = U } r 2„ GV I, y I YU
F-
EX = EXISTING ' m = lYR.•`+ 1" WATER SERVICE 1" SCH 40' PVC ° °"° - ti -i1 m
1 O W W W W W 6 'TI O 1 t \I. r ;1. \
FFE =FINISHED FLOOR ELEVATION Q \ ° {N 11
FH = FIRE HYDRANT } d kG CO i,;1�IV.
O c0 t IRRIGATION
GV -GATE VALVE G' 3 r >
LF = LINEAR FEET , ; f-' i N 57.2 P OSED a
SERVICE to 1`
LP = LIGHT POLE v, Q I II WM „ C V „ 1
MB = MAP BOOK ' `.v _..._.__.....,...,�...,W' 2 PVC 5�l' WM &, . rr 2 PVC WM 0�7 \ ' t to. \ .' ;�
NAVD = NORTH AMERICAN VERTICAL DATUM W "I _ p 3 RPDA IN HOT m £ p o �'
NCSR = NORTH CAROLINA STATE ROAD I z W �n Z fr ; °k'rt # t f �� \,
V) a BOX FOR 3 ' ' . g c? ,, t \
NIP =NEW IRON PIPE ' 1 ..1 n f (- ( D_ C '..• : t �•
NIS =NEW IRON SET ( i ; 3 a IRRIGATION) 2 y p U..� ^,GONG: WALK •� " R', c q ,_ ,t
NG = NATURAL GRADE I I (n
NIPS = NO POINT SET 0 a I !� �� r: N = Z
- A- NTS NOT TO SCALE �' O [L _ O-
PG = PAGE 1 O Q I „ Z` 3 W
1 2 X2 PVC n h . Clt Z \. \
PVC = POLYVINYL CHLORIDE PIPE ` I ,�I FIREMAN s `` f. \
R = RADIUS ' \
Vi U`
RCP - REINFORCED CONCRETE PIPE ' Z W �.."•.: ;L r-,> 3 �p � s ,� w � s � � , .•
RW = RIGHT -OF -WAY W I 1 Q ta,3 Ta t,l_ r> 10. ©..\
SSMH = SANITARY SEWER MANHOLE VY I 1 _ Z t \y•£? ; \
SW =SIDE WALK X U I s'>
TYP = TYPICAL ' Li1 �+ Ni ..
WV = WATER VALVE j _ __..__• # I \,^ g`, #' j t f `
WM = WATER METER I r �• W >> t \•\ : 'h q {.'sue: s ,..
MCONC = CONCRETE ��
-w- = WATER LINE 100 LF 4" PVC SE:WE•R°�.. .. ' `e.
-+ -= FIRE MAIN / I I s SERVICE P-f'b%
= SEWER LINE
-sr = TEMPORARY SILT FENCE ; I - 30 SETBACK j ,.~ =ny 30' SETBACK CC }f INV.
HC = HANDICAP PARKING SIGN I "'� 1 �_ _ - CO INV. -
\ 3 - - 7 39.50
613 5C •62 CITY OF
'6,y. s. #. x INSTON POINT
\� CONO',.: WALK g 6:• GONG: L1 6 PVC SE
OF SERVICE t \
SERVICE
IEX. SSM�y� ,£
2 CO t _ #1> # s{
TOP 61.8 S504' ®„ CITY of 45;0911019 17 .48_
1 �'
IN 54.31
`- -_ rc 1' 8 KINSTON POINT' 40' OF SERVICE
REVISIONS
03112114 P
PER CITY REVIEW
EX. SSMH
s ---- s S _� S ._..__._._ ` /w) TOP 61.50
S' s -- s s x N .._ =F�1 55.38 - S t= __-- s - s s X.1 SSMH
s s -- _ W z J 0U 55.29 - s --X' ss--- sue- wi- , 1i0P 62.351
®® �/ /jam w- __ w-_ _w -w s s -�i s s _�-- s- s $ w „w- - }; _-w IN 56.13
'\ :\ �--- - - ---_ _ w - -. _ W WATER MAIN W Q wow - w -w g WATEf EMAIi�, IUT 55.96 /'`�' `E °£,` 30 o 15 30 so
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eI� jI
8"X6 TAPPING __.___ __ 8„ GV
NOTE: TEE & VALVE END OF z ; e
j EX. FIRE 6 GV w
CONTRACTOR TO VERIFY LOCATION HYDRANT f EX. CURB ° FIRE HYDRANT I W '
j OF EXISTING WATER MAIN PRIOR & GUTTER S 45 09 10 E 1
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ORIGINAL
18" TO FIRST ROW
OF SHRUBS
OR GROUND C0\&R�
.1 I
4" MIN: `
-AS SPECIFIED
NTING SOIL MIX BACKFILL
GROUND COVER /SHRUB PLANTING
NOT TO SCALE
TRENCH r
WL SAUCER
Ask.
PLANTING SOIL
BACKFILL
1
ROOT BURLAP -
ON TOP 1/3
ADD SOIL MIX; TAMP LIGHTLY & SCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF 8."
WATER IN THOROUGHLY PRIOR TO BREAK THROUGH & LOOSEN ALL "HARDPAN"
SETTING TREE TO MINIMIZE (REMOVE AS NECESSARY TO FACILITATE DRAINAGE).
SETTLING.
TREE PLANTING DETAIL
NOT TO SCALE
VF' 93
®/ 2, �' " ,,<v A LANDSCAPE NOTES
1 384 I
ZONE-1; ®�� ! , µ` a /
i 1. EXCAVATE ROOT BALL PIT.
I N❑ GRAIr.ING, 1 �� ,�� ` °" \ �; a�� / s/° pc� O�� iR F�O� 2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCH
+¢--- 100 YEAR FLOODWAY ®' I ___,_-ALLOW �`® VEGETATE NATURALLY. �. r .� �• - -OFF -' ' x > ; co �2P AMP
(SCALED/ APPROXIMATE LOCATION ® PPPRO� THAT TREE IS SET 4 HIGHER THAN ORIGINAL GRADE.
I 3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY.
4. BACKFILL WITH SOIL MIX &CONSTRUCT .SAUCER.
/4�15. DO NOT ALLOW AIR - POCKETS TO FORM WHEN BACKFILLING.
ZONE -11
TYPE B SCREEN GRASS CHANNEL 6. IMMEDIATELY SOAK WITH WATER.
J UTILIZE EXISTING f, ✓ 7. PAINT ALL CUTS /SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT.
I VEGETATION f F° r "- r� \j s 4 ` ` „' `� cis \ Z ❑NE -2 8. DO NOT BREAK ROOTBALL.
f t` �b° STILLING BASIN
I
...i' ,.+ .r" .^•" :..F• rr„t` 4 SEX.,.✓.;.,«. /S /
„ �. 9. BE STAKED 0 PRIOR TO
H...,.n 3 r,
PLANTING AND APPROVED BY ENGINEER
PLANT AREAS & TREE HALL OUT
�`MH GIN
"S
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S .� �J L
® .a.iT „H SILT FENCE
`-s _ -' -�-� �-\ N\ k`.�P) LANDSCAPING LEGEND
®''.g s - .5 '`s; s- ' --"' \' =�-�i x �� O �� STORMWATER µ \.\ \ \ \
_ AC
EX. 2 _ _` -� -: S "s °'_ "S \ \ - - �\ ®® \ N - WE ELAN5 B \ \ \ ; t , q ' = DICIDUOUS SHADE TREE
SSMH "E o Aa- ZONE 2� WITH
- s s ,. -.��, \ - - - - ° \-��= \.\ SHEET FLOW wt w,.. ENT
- -- \ \ XT ° ®�.- --�,`._® \ 59 GRADING,,E3�1LY, ov SON'S s, e
- S S \ ( 9 ? = LARGE TREE (R =20' MIN. AT MATURRY)
-® EX. J. -- ---°�- \t` 50'RIPAR*'IAN,. BUFFER -
\ SMALL TREE (R -10 MIN. AT MATURFTY)
r: _ EL CTRI L E ME Y \'
TEMI
OCATION) \ = EVERGREEN SHRUB 8 -12 ALL
58 I 6 - -- - -- -
57 I 55 \ 0 EVERGREEN SHRUB 4' -6' TALL � �
55 I
000 2 0 0 0 1 60
1 62 56 �� \vf SHADING OF PAVED VEHICLE ACCOMODATION AREAS
/10 31 59 I STORMWAT,ER
4:1\ 4 SHADING OF VEHICLE ACCOMMODATION AREA:
(� WETLAND -A 1 PROPOSED 3 -STORY BUILDING 1 s c,
" WITH 1 FFE = 64.00 \. \ �' `` (45,503 SF X 20%) - 9,101 SF AREA TO BE SHADED
CrI I G REQUIRED SHADE TREES: 13
EASEMENT V
'' (9,101 SF / 707) = 13 TREES
I; s:'�' ( I \ PROVIDED SHADE TREES: 15
II € \ \ \
1 M O/Ai
0. 2 000 - - - - -
0(D 0 LE
N 1 , / ms. ..µ _ x° = �- T 1 \ \ I t �,�tK
{,d -`-- 6�5' C WALK s�
i ry,F .
1 °SEAT
I 55 #
Ss r . ,r. ,_.�.. m_ ...�.,..._ ��..m y...w.__ .w.._._... �:$ 1 � 55
S s GTE y SHADE TREES 57
FOR PARKING i 58 \ _ \
59 M AREA (TYP) 1 i 59 2` >• \.\ is i `'`' GP
61 60 1 62 f 1 ? ' M I I 62
1 UTILIZE EXI ING - -- 1•......
1 i N o s ► ;.. ` 2y `s s3 -
\ `
�o
D
VEGETATION OR 7 BUFFER SCREEN 2 ;WALK­,.':, ��
2 2 2 2
1 a
1 rg ` < BENCH 0 \ J.\yt.. \. \.�
PLAYGROUND :d x:" ,. :' ¢.. .` ' SEATING C.3 0 !" i� L FA M11
Ie�Cr
AREA PIONIC .... v� 0 0 �� 'i =.., v z<v ,
cr) S, 3 °0 t �" (� 2 SHE TER 2, AREA....2.._ s:k'. wN ;4� \ GE 952
f 3 + 1 a•. DEED BOOK 1 178 PA 4
64. 59 - , 0 O �� 6,_ f 44: €;f 0 _ �'`� ZONED: RA -6
, ® ©NC: WA1 K'' 7 .COVC: -K'y,; #.I F ®�
®w I 0 1 C) 0 # \ \
1 \
LEGEND co Vii, z Q ;� .4 a. 0 o U l /> \ t r` ,` , fr$° Z ❑NE -21
co 0 0 ° O .yd'. =:Y' " �. Y,4 O °'- LT. -° \� r`' r 'f' \\ SHEET FLOW GRADING
CH = CHORD Q I I = v ;�. Do (A \ NOTE
CL = CENTERLINE � C-) � "' 0 t m 0 :.... O 0 -,� frl 0 " 3 .> \ ,
CLD = CENTERUNE OF DITCH a r. 0 Z p \ �� `f f \ APPROXIMATELY 230 OF UNDERGROUND
CIR = CIRCLE �'
(� ; \ ,,� ELECTRIC SHALL BE LOCATED WITH ZONE -2
0. CO =SEWER CLEAN OUT 2 Q 2 M M•. H © 2 °� 2 \ �� 2 ',3, OF THE RIPARIAN BUFFER.
Y O O co w... A,.. II
p I �� r
DB = DEED BOOK 0 W , I I 0 I-%'" 1 P SED ,'\
a
EX = EXISTING O z w I Q 1 (1 .;. °' C U5 � 0 y. 0 ` ' 0 r \ A O ZONE-1i
t 0 i 0 L. -, p r- 0 o 0 f` �tr� °O pc PLANT WITH BARE ROOT SEEDLINGS
FFE = FINISHED FLOOR ELEVATION m 0 C� „_ tom. '
,,,.
FH =FIRE HYDRANT W N b _...- . -! • '. (Q Tl >ij} 2 0 -< Q r� \ �`� <0 EVERY 10' REQUIRED 436 PER ACRE
GV =GATE VALVE o 1 W I. 2 :.... o w 1 1 .. b 2 0 2 r'W
(5 w z w t.. "' O O §R z \ IN ACCORDANCE WITH NCDENR -EEP
LF = LINEAR FEET �, I - U
w I - C� 1 � °' BENCH g • c C) �'" � � � � GUIDELINES FOR RIPARIAN BUFFER
LP = LIGHT POLE X 0 O 0 �' to ;
MB = MAP BOOK 1®m I v) 0 I I 0 (' a SEATII:NG. x' : �'x G ... �6k .CONe: WALK Q.a.., ..� :.. 2:, .9 U o Q 2 f'f� RESTORATION.
NAVD = NORTH AMERICAN VERTICAL DATUM I p 7? R s 47?: = z 1 t f s \
NCSR = NORTH CAROLINA STATE ROAD I �, 0 a- I 0 d p o .,8 '` 0 G7 0 �~ x !s ` ; \
NIP = NEW IRON PIPE i O Q > > 1 ok rn. b GAZEBO n 0 �' \. V # ;
NIS = NEW IRON SET = 1 . ti. Ln .0 J1' 4.a WITH Z
NG = NATURAL GRADE I • ' x, SEATING n ny O
NPS = NO POINT SET ' 0 fit`
-✓L NTS NOT TO SCALE �' z ® /fryfr ,� ui 1 ; r�, 2 LLj
PG = PAGE S 55014 12 '+N I ► 1-- Q w MAIr w 10 '
PVC = POLYVINYL CHLORIDE PIPE I 1 v!! *# 0 L r 0 0
zt
R = RADIUS 1 X XI0SK
W 0
RCP = REINFORCED CONCRETE PIPE 36.45 f \\
RW = RIGHT -OF -WAY ' 0 ENE f" '4 f0' RIPARIAN BUFFER
SSMH = SANITARY SEWER MANHOLE 0 `� r 0 s 0 15
s �, �•� w.. 0 0 ; ° 2 \ \ f TEMPORARY
SW = SIDE WALK I� O / ,� t f`,t \ ,SILT FENC
TYP = TYPICAL ( I 0 0
N WV = WATER VALVE / r I - -- (TY � \
WM = WATER METER 1� \ #? ` \
OCONC = CONCRETE _
I _
-w- = WATER LINE �, r.... 1 63 -i-• . _ �l r \ - -" - i j %f
63 .
-+-a -= FIRE MAIN \, + -- -_.. -7
-- _ I 62 62
= SEWER LINE
-sF = TEMPORARY SILT FENCE s C� 1 t g 6r. C M.. WALK ,:' `'F' COIVC: L`K
I
d HC = HANDICAP PARKING SIGN
�f EX. SSMI I
" I TOP 61 .6� \� ®_- S ' 7f 1 1 1 0 „E 1
►` IN 54.31 �� -® 14-8-40 f s
1�-ouT 54.28 DOCTORS
RS _ ti 5
tyr s -_ s
DRIVE E (� ®f -- - - -- EX. SSMH TEMPORARY€
- •. 5 \ -.• i
I - s --__ s ._._._. s ____ R /w) - - - --- TOP 61.50 �- _ __ _ - -; --- E ROCK SILT
-- - \\ s s- s- s s S Ix Q N ._ ICI 55.38 - I SS S S S S --- 'X.I SSMH CHECK DAM s E ``,'°
- s -__ _ EX S X S -- N TOP 62.35a t ,tr s- IS S s ---- o s� S uuq, 55.29 S ___ S I 56.13
EX. W -_ATR MAIN w Q � ' ° I �UT 55.96
LQCATlp 1,w'\1 w _ • - ° � _ _ _„_ --� - N _ _ ., ;.,r. --- -- - `�
iW _ -
� END OF
EX. FIRE
HYDRANT & GUTTER S "E
S W I N N�
I �
77.52' I & !
I+ I W CL V) I,
� I I�� i
. I
REVISIONS
wLL'
w
03124114
RIPARIAN BUFFERS
U
0
Q 00
w
W
:2
cn
•'
o
NTING SOIL MIX BACKFILL
GROUND COVER /SHRUB PLANTING
NOT TO SCALE
TRENCH r
WL SAUCER
Ask.
PLANTING SOIL
BACKFILL
1
ROOT BURLAP -
ON TOP 1/3
ADD SOIL MIX; TAMP LIGHTLY & SCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF 8."
WATER IN THOROUGHLY PRIOR TO BREAK THROUGH & LOOSEN ALL "HARDPAN"
SETTING TREE TO MINIMIZE (REMOVE AS NECESSARY TO FACILITATE DRAINAGE).
SETTLING.
TREE PLANTING DETAIL
NOT TO SCALE
VF' 93
®/ 2, �' " ,,<v A LANDSCAPE NOTES
1 384 I
ZONE-1; ®�� ! , µ` a /
i 1. EXCAVATE ROOT BALL PIT.
I N❑ GRAIr.ING, 1 �� ,�� ` °" \ �; a�� / s/° pc� O�� iR F�O� 2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCH
+¢--- 100 YEAR FLOODWAY ®' I ___,_-ALLOW �`® VEGETATE NATURALLY. �. r .� �• - -OFF -' ' x > ; co �2P AMP
(SCALED/ APPROXIMATE LOCATION ® PPPRO� THAT TREE IS SET 4 HIGHER THAN ORIGINAL GRADE.
I 3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY.
4. BACKFILL WITH SOIL MIX &CONSTRUCT .SAUCER.
/4�15. DO NOT ALLOW AIR - POCKETS TO FORM WHEN BACKFILLING.
ZONE -11
TYPE B SCREEN GRASS CHANNEL 6. IMMEDIATELY SOAK WITH WATER.
J UTILIZE EXISTING f, ✓ 7. PAINT ALL CUTS /SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT.
I VEGETATION f F° r "- r� \j s 4 ` ` „' `� cis \ Z ❑NE -2 8. DO NOT BREAK ROOTBALL.
f t` �b° STILLING BASIN
I
...i' ,.+ .r" .^•" :..F• rr„t` 4 SEX.,.✓.;.,«. /S /
„ �. 9. BE STAKED 0 PRIOR TO
H...,.n 3 r,
PLANTING AND APPROVED BY ENGINEER
PLANT AREAS & TREE HALL OUT
�`MH GIN
"S
�rp'��_y':j „5 ., , :,.�� -•-�-✓ -� -o� ® .\ 5 , > `4 TEMPORAA
S .� �J L
® .a.iT „H SILT FENCE
`-s _ -' -�-� �-\ N\ k`.�P) LANDSCAPING LEGEND
®''.g s - .5 '`s; s- ' --"' \' =�-�i x �� O �� STORMWATER µ \.\ \ \ \
_ AC
EX. 2 _ _` -� -: S "s °'_ "S \ \ - - �\ ®® \ N - WE ELAN5 B \ \ \ ; t , q ' = DICIDUOUS SHADE TREE
SSMH "E o Aa- ZONE 2� WITH
- s s ,. -.��, \ - - - - ° \-��= \.\ SHEET FLOW wt w,.. ENT
- -- \ \ XT ° ®�.- --�,`._® \ 59 GRADING,,E3�1LY, ov SON'S s, e
- S S \ ( 9 ? = LARGE TREE (R =20' MIN. AT MATURRY)
-® EX. J. -- ---°�- \t` 50'RIPAR*'IAN,. BUFFER -
\ SMALL TREE (R -10 MIN. AT MATURFTY)
r: _ EL CTRI L E ME Y \'
TEMI
OCATION) \ = EVERGREEN SHRUB 8 -12 ALL
58 I 6 - -- - -- -
57 I 55 \ 0 EVERGREEN SHRUB 4' -6' TALL � �
55 I
000 2 0 0 0 1 60
1 62 56 �� \vf SHADING OF PAVED VEHICLE ACCOMODATION AREAS
/10 31 59 I STORMWAT,ER
4:1\ 4 SHADING OF VEHICLE ACCOMMODATION AREA:
(� WETLAND -A 1 PROPOSED 3 -STORY BUILDING 1 s c,
" WITH 1 FFE = 64.00 \. \ �' `` (45,503 SF X 20%) - 9,101 SF AREA TO BE SHADED
CrI I G REQUIRED SHADE TREES: 13
EASEMENT V
'' (9,101 SF / 707) = 13 TREES
I; s:'�' ( I \ PROVIDED SHADE TREES: 15
II € \ \ \
1 M O/Ai
0. 2 000 - - - - -
0(D 0 LE
N 1 , / ms. ..µ _ x° = �- T 1 \ \ I t �,�tK
{,d -`-- 6�5' C WALK s�
i ry,F .
1 °SEAT
I 55 #
Ss r . ,r. ,_.�.. m_ ...�.,..._ ��..m y...w.__ .w.._._... �:$ 1 � 55
S s GTE y SHADE TREES 57
FOR PARKING i 58 \ _ \
59 M AREA (TYP) 1 i 59 2` >• \.\ is i `'`' GP
61 60 1 62 f 1 ? ' M I I 62
1 UTILIZE EXI ING - -- 1•......
1 i N o s ► ;.. ` 2y `s s3 -
\ `
�o
D
VEGETATION OR 7 BUFFER SCREEN 2 ;WALK­,.':, ��
2 2 2 2
1 a
1 rg ` < BENCH 0 \ J.\yt.. \. \.�
PLAYGROUND :d x:" ,. :' ¢.. .` ' SEATING C.3 0 !" i� L FA M11
Ie�Cr
AREA PIONIC .... v� 0 0 �� 'i =.., v z<v ,
cr) S, 3 °0 t �" (� 2 SHE TER 2, AREA....2.._ s:k'. wN ;4� \ GE 952
f 3 + 1 a•. DEED BOOK 1 178 PA 4
64. 59 - , 0 O �� 6,_ f 44: €;f 0 _ �'`� ZONED: RA -6
, ® ©NC: WA1 K'' 7 .COVC: -K'y,; #.I F ®�
®w I 0 1 C) 0 # \ \
1 \
LEGEND co Vii, z Q ;� .4 a. 0 o U l /> \ t r` ,` , fr$° Z ❑NE -21
co 0 0 ° O .yd'. =:Y' " �. Y,4 O °'- LT. -° \� r`' r 'f' \\ SHEET FLOW GRADING
CH = CHORD Q I I = v ;�. Do (A \ NOTE
CL = CENTERLINE � C-) � "' 0 t m 0 :.... O 0 -,� frl 0 " 3 .> \ ,
CLD = CENTERUNE OF DITCH a r. 0 Z p \ �� `f f \ APPROXIMATELY 230 OF UNDERGROUND
CIR = CIRCLE �'
(� ; \ ,,� ELECTRIC SHALL BE LOCATED WITH ZONE -2
0. CO =SEWER CLEAN OUT 2 Q 2 M M•. H © 2 °� 2 \ �� 2 ',3, OF THE RIPARIAN BUFFER.
Y O O co w... A,.. II
p I �� r
DB = DEED BOOK 0 W , I I 0 I-%'" 1 P SED ,'\
a
EX = EXISTING O z w I Q 1 (1 .;. °' C U5 � 0 y. 0 ` ' 0 r \ A O ZONE-1i
t 0 i 0 L. -, p r- 0 o 0 f` �tr� °O pc PLANT WITH BARE ROOT SEEDLINGS
FFE = FINISHED FLOOR ELEVATION m 0 C� „_ tom. '
,,,.
FH =FIRE HYDRANT W N b _...- . -! • '. (Q Tl >ij} 2 0 -< Q r� \ �`� <0 EVERY 10' REQUIRED 436 PER ACRE
GV =GATE VALVE o 1 W I. 2 :.... o w 1 1 .. b 2 0 2 r'W
(5 w z w t.. "' O O §R z \ IN ACCORDANCE WITH NCDENR -EEP
LF = LINEAR FEET �, I - U
w I - C� 1 � °' BENCH g • c C) �'" � � � � GUIDELINES FOR RIPARIAN BUFFER
LP = LIGHT POLE X 0 O 0 �' to ;
MB = MAP BOOK 1®m I v) 0 I I 0 (' a SEATII:NG. x' : �'x G ... �6k .CONe: WALK Q.a.., ..� :.. 2:, .9 U o Q 2 f'f� RESTORATION.
NAVD = NORTH AMERICAN VERTICAL DATUM I p 7? R s 47?: = z 1 t f s \
NCSR = NORTH CAROLINA STATE ROAD I �, 0 a- I 0 d p o .,8 '` 0 G7 0 �~ x !s ` ; \
NIP = NEW IRON PIPE i O Q > > 1 ok rn. b GAZEBO n 0 �' \. V # ;
NIS = NEW IRON SET = 1 . ti. Ln .0 J1' 4.a WITH Z
NG = NATURAL GRADE I • ' x, SEATING n ny O
NPS = NO POINT SET ' 0 fit`
-✓L NTS NOT TO SCALE �' z ® /fryfr ,� ui 1 ; r�, 2 LLj
PG = PAGE S 55014 12 '+N I ► 1-- Q w MAIr w 10 '
PVC = POLYVINYL CHLORIDE PIPE I 1 v!! *# 0 L r 0 0
zt
R = RADIUS 1 X XI0SK
W 0
RCP = REINFORCED CONCRETE PIPE 36.45 f \\
RW = RIGHT -OF -WAY ' 0 ENE f" '4 f0' RIPARIAN BUFFER
SSMH = SANITARY SEWER MANHOLE 0 `� r 0 s 0 15
s �, �•� w.. 0 0 ; ° 2 \ \ f TEMPORARY
SW = SIDE WALK I� O / ,� t f`,t \ ,SILT FENC
TYP = TYPICAL ( I 0 0
N WV = WATER VALVE / r I - -- (TY � \
WM = WATER METER 1� \ #? ` \
OCONC = CONCRETE _
I _
-w- = WATER LINE �, r.... 1 63 -i-• . _ �l r \ - -" - i j %f
63 .
-+-a -= FIRE MAIN \, + -- -_.. -7
-- _ I 62 62
= SEWER LINE
-sF = TEMPORARY SILT FENCE s C� 1 t g 6r. C M.. WALK ,:' `'F' COIVC: L`K
I
d HC = HANDICAP PARKING SIGN
�f EX. SSMI I
" I TOP 61 .6� \� ®_- S ' 7f 1 1 1 0 „E 1
►` IN 54.31 �� -® 14-8-40 f s
1�-ouT 54.28 DOCTORS
RS _ ti 5
tyr s -_ s
DRIVE E (� ®f -- - - -- EX. SSMH TEMPORARY€
- •. 5 \ -.• i
I - s --__ s ._._._. s ____ R /w) - - - --- TOP 61.50 �- _ __ _ - -; --- E ROCK SILT
-- - \\ s s- s- s s S Ix Q N ._ ICI 55.38 - I SS S S S S --- 'X.I SSMH CHECK DAM s E ``,'°
- s -__ _ EX S X S -- N TOP 62.35a t ,tr s- IS S s ---- o s� S uuq, 55.29 S ___ S I 56.13
EX. W -_ATR MAIN w Q � ' ° I �UT 55.96
LQCATlp 1,w'\1 w _ • - ° � _ _ _„_ --� - N _ _ ., ;.,r. --- -- - `�
iW _ -
� END OF
EX. FIRE
HYDRANT & GUTTER S "E
S W I N N�
I �
77.52' I & !
I+ I W CL V) I,
� I I�� i
. I
REVISIONS
03112114
PER CITY REVIEW
03124114
RIPARIAN BUFFERS
r-
0
30 0 15 30 60
GRAPHIC SCALE 1 inch = 30 ft.
mp
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M
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SHEET 6 OF 10
I C4.1
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APPROVED BY:
JSJ
PROJECT NO.:
145
12 -13
DATE:
01/08/14
SCALE:
1"
= 30'
SHEET 6 OF 10
I C4.1

STORMWATER WETLAND PLANTING SPECIFICATION FOR
STORMWATER WETLAND A & B
L ALL HERBACEOUS PLANTS MTH /N THE WETLAND PROPER (SHALLOW WATER AND SHALLOW
LAND ZONES) SHALL BE INSTALLED BETWEEN MARCH 15 AND JULY 31.
* UNLESS OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E.,
MASSES OF A SINGLE SPEC /ES) WITHIN THEIR RESPECTIVE PLANTING AREAS
A INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT WITHIN THE WETLAND
PROPER FOR HERBACEOUS SPECIES USE AG SAFE AQUA 77C- TABS 20 -10 -5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND SHRUBS USE AGR /FROM
20 -10 -5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EQUIVALENT.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES MAY BE U77LIZED WITH 774E APPROVAL OF THE OWNER OR OWNER'S
REPRESENTATIVE.
PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BY
THE AMER /CAN ASSOCIA77ON OF NURSERYMEN.
ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 40 CUBIC INCHES
CAPACITY
A MINIMUM OF TEN (10) DIFFERENT SPECIES, TOTAL OF WHICH FIVE (5) ARE EMERGENT
SPECIES WITH NO MORE THAN 307 OF A SINGLE SPECIES.
1&!. RECOMMENDED PLANTS FOR PERMANENT SHALLOW WATER (3" -6'" DEEP).
PLANTS SHOULD BE OF EACH SPEC /ES AND PLANTED IN A NATURAL FLOWING ARRANGEMENT.
A.ACORUS CALAMUS (SWEET FLAG)
B.PELTANDRA VIRGIN /CA (ARROW ARUM)
C.SAGITTARIA LATIFOLIA (DUCK POTATO)
D.SCHOENOPLEC7US TABERNAEMONTAN/ SOFTSTEM BULRUSH)
)
SURFACE AREA: A = 1,800 SF B = 2,400 SF
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C. A = 450, B = 600
�I. RECOMMENDED PLANTS FOR SHALLOW LAND < 3" DEEP TO TEMPORARY POOL ELEVATION.
PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL FLOWING ARRANGEMENT.
A. ASCLEP/AS INCARMTA (SWAMP MILKWEED)
B. COBELIA CARDINALIS (CARDINAL FLOWERS)
C. EUPATOR/ADELPHUS F/S7ULOSUS (JOE PYEWEED)
SHALLOW LAND SURFACE AREA: A=1,800 SF, B=2,400 SF
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C.: A = 450. B = 500
Ma RECOMMENDED PLANTS FOR DEEP POOL, 18" - 36 ".
A. LEMNA (DUCKWEED)
B. NELUMOD LUTEA (AMERICAN LOTUS)
C NUPHAR LU7EA (YELLOW POND - LILLY)
SHALLOW LAND SURFACE AREA: A =900 SF, 8 =1,200 SF
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C.: A = 225. B = 300
CONSTRUCTED WETLAND CONSTRUCTION SCHEDULE.•
L CLEAR AND GRUB WETLAND AREA.
26 EXCAVATE CONSTRUCTED WETLANDS AREA TO ROUGH ELEVA7ON STOCKPILE SOIL IN PROPOSED BERM
AREA.
.. INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
4. INSTALL OU RET STRUCTURE.
A WHEN SI7E HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC AND CURB AND GUTTER,
CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR PLANTING. CALL PITT
COUNTY PUBLIC U77LITY DEPARTMENT STORMWATER DEPARTMENT.
66 INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS
T. PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
& ADJUST SPACING OF LANDSCAPING 7REE5 AND SHRUBS AS REQUIRED TO PREVENT PLAN77NG
WITHIN THE 20' EMERGENCY GRASS SP /LL WA Y FOR POND.
PVC
PVC ORIFICE PIPE
W/ !' DM HOLES
(3 ROWS - 8)
,.- END CAP
VC ELBOW
10
:ND CAP
'VC VENT PIPE
�RM AFFMBLY
ISOMETRIC VIEW
PVC VENT PI PVC ELBOW
(TYP)
WATER SURFACE
1
PVC TES► , PVC PIPE W17H
P" D14 HOLES
(3 ROWS -8)
ARM ASSEMBLY
PVC ANT PIPE
PVC ELBOW
; ( )
�
END CAP
PVC 7 EE
MIN. SLOPE
BACKFILL OVER
PIPE
4" PVC SKIMMER
^f%krrD/lt cr7 =1 t/•TI IOC
BOTTOM EL = 71.00
A HORSESHOE ROCK DAM
C5.1 NOT To SCALE
MAINTENANCE PLAN
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SLOPES 2.1 AND STEEPER AND WASTE AND BORROW LOCATIONS.
JANUARY 1- DECEMBER 31
J.
FREQUENCY - INSPECTION ACTIVITIES
»\
AFTER CONSTRUCTION
'�
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILI':TY, VEGETATION GROWTH,
S
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
•
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL,
W
SEMI - ANNUAL INSPECTION
f
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION,
J
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT, THE CONDITION OF THE R/PRAP IN THE
------
INLET, OUTLET, AND PILOT CHANNELS, SEDIMENT ACCUMULA7ON IN THE BASIN, CLOGGING OF
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OUTLET,• AND THE VIGOR AND DENSITY OF THE VEGETATION OtI THE BASIN SIDE SLOPES AND
DRAWN BY:
- - -
- -�
FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY.
CPT
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE.
BY:
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET /OUTLET STRUCTURES, REPAIR AS
o
NECESSARY.
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FOREBA Y.
�\
- EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
OPERA TIONAL.
M
FREQUENCY - MAINTENANCE ACTIVITIES
PROJECT NO.:
ONE -TIME
U
- REPLACE WETLAND VEGETATION TO MAINTAIN AT LEAST 50% OF SURFACE AREA COVERAGE
N
IN WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
...
- REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED. WHERE
Q
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PERMITTED BY THE DEPARTMENT OF FISH AND GAME ? AGENCY REGULAT7
OR O774E ONS STOCK
CONSTRUCTED WETLANDS REGULARLY KITH MOSQUITO FISH (GAMBUS /A SPP.) TO ENHANCE
a
W
NATURAL MOSQUITO AND MIDGE CONTROL.
. ...
FREQUENT ( 3 TO 4 TIMES PER YEAR)
- -
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET S7RUC'TURES
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS REMOVE :LITTER AND DEBRIS FROM
U M
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET S7RUCTURES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
y
- SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT POR77ON HAVE NOT ESTABLISHED (AT
ZC2I�
LEAST 507. OF THE SURFACE AREA).
W
- REMOVE NUISANCE PLANT SPECIES
Q
-CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND AREA TO MINIMIZE WHEN THE
W
X N
MAIN WETLAND AREA NEEDS TO BE CLEANED.
-•.
- HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK CAUSING FLOW BACKUP AND
--
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR
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wav
CONTROL AGENCIES
00
- FERTILIZE NEW VEGETATION ONE TIME ONLY THE OWNER SHALL NOT FERTILIZE VEGETATION
O L0
AFTER THE INITIAL OCCURRENCE.
( }�
- MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN 7HE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 10 -20% OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH
\v�
SEDIMENT, OR THE WETLAND BECOMES EUIROPH/C. IT IS SUGGESTED THAT THE MAIN AREA
BE CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROW NG SEASON IN BETWEEN
CLEANINGS THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE 774E WETLAND TO
RECOVER MORE QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FER77L/ZER, AND 774E
RATES OF APPLICA77ON OF SEED, FERTILIZER, AND LIMESTONE SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEER.
v
LIME 2 Tons per Acre
10 -10 -20 1,000 LB per Acre
'
0 -20 -0 500 Lb per AAcre
MULCH SEEDING)
ASPHAL CK 200 GAL /TONOF MULCH
JANUARY 1- DECEMBER 31
I
50,f Tall Fescue
v Centipede
Pensacola Bohiagross
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5000 Fertilizer
. .
4000# Limestone
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SHALLOW SHALLOW SHALLOW SHALLOW
411 MIN, LAND WATER DEEP POOL WATER 44 MIN,
TEMP POOL EL = 54.92 LAND r
EL 54.00
EL 53.75
EL 53,5 1 EL 50.0 + /-
DETENTION POND SECTION
C5.1 NOT TO SCALE
TEMPORARY HORSESHOE
ROCK CHECK DAM
4' -0"
an FLOW
•
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1__74
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SLOPES 2.1 AND STEEPER AND WASTE AND BORROW LOCATIONS.
JANUARY 1- DECEMBER 31
750 Toll Fescue
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4000# Limestone
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TEMPORARY SEEDING
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J
65# GERMAN BROWN TOP OR FOX TAIL MILLET
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411 MIN, LAND WATER DEEP POOL WATER 44 MIN,
TEMP POOL EL = 54.92 LAND r
EL 54.00
EL 53.75
EL 53,5 1 EL 50.0 + /-
DETENTION POND SECTION
C5.1 NOT TO SCALE
TEMPORARY HORSESHOE
ROCK CHECK DAM
4' -0"
an FLOW
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PER CITY REVIEW
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WALL
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CAP
4" PVC INV. 54.00
4" PVC TEE W/
4" PVC CAP
TIC 62.50
REVISIONS
03112114
PER CITY REVIEW
LO
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GRAPHIC SCE 1 inch = 10 ft.
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PROJECT NO.:
145 12
-13
DATE:
01/08/14
SCALE:
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= 10'
SHEET 6 OF 9
C5.1

I
TC 63.60 1 � OJ.JU
TC 63. 5
TC 62.80
N OTE:
STILLING "'BAS I N
-S-,T r- 28 LE CHANNEL. WIDTH VARIES
k
CLASS "13 E Vx "--�",`M 10 WIDE TO 5' WIDTH @
15 'X 15 'X 18"
•cp, W/7.5' RADII SLOPE @
OUTLET. INVERT 53.00, W' T 0 5 r
ST
ti
" -D NOT DIST RB EXISTING
N `E.` s ` ``. x 0.0%.
28 LF 18" RCP
@ 6.85% DITCH BOTTOM-..,.
OUTL�� CONTROL
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<1 TEMP ORARY,.,,
T F? H r T U� E - P \! •E 4R
i k =s \ SILT FENCE
W/4 FAIRCLOTT+-.
--( -T�YP )
SKIMMER
FOR WET DETENTION
SEE SHEET C5.1
MAINTENANCE PLAN
SEE SHEET C5.1
TYPICAL DETAILS
SEE SHEET C5.1
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DEEP POOL�--� �\??
0
AREA 600
</D
\•t _701t �. X z4 i � / /%/ _ ,r` ' 4 / 1 _
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SH'ALLOW WATER f
OUTLE
r) A
t-A M, UU OF VtKWT�.
::<..:.ur'.ii�N: >: a : .:1.'.:✓'�r %l,:s� /',:a:�..:al.. f,.f.,ft.. « /...: ,.Filrrl /,:� \ � � \ �•
I" = 10,
SHALLOW LAND
AREA = 2,400 SF
�TEMP. POOL n
E-L, 54.92
MTjyMV/ffA MdrjLfLq AMR
INV. J u Q`
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TEMPORARY
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15'X10'X18" THK
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-BASIN
A
WIDTH CmS 28 LF
B GNE N
'--f.kOM 10' WIDE TO 5' WID
15-X� 5 X 18 THK-
W/7.5' RADII OUTLET. INVERT 5 00, S
s AX,,v
0.0%.
8 LF\ 18" RC DIST RB E
. . . . . . . . . . . . . . . . . • w 0.0 DITCH kam
0 "RY •
TEMPORA
R Cfu
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SKIMI IR �Typ}
A..
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DEEP POOL--,.
AREA = 600 SP-,.
SHALLOW WATER <
AREA 2,40-0 SF
m
2
Z
TEMPOI <1
--<Ropol
STWE 3::
SHALLOW LAND
AREA = 2,400 SF
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TEMP. POOL
EL, 54.92 < •
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REVISIONS
03112114
PER CITY REVIEW
CHECKED BY:
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APPROVED BY:
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PROJECT NO.:
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DATE:
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REVISIONS
03112114
PER CITY REVIEW
CHECKED BY:
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DATE:
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SHEET 7 OF 9
C5.2_

CONSTRUCTION SEQUENCE
1.
OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
CONSTRUCTION ENTRANCE NOTES:
2" TO 3" COARSE AGGREGATE STONE SHALL BE USED.. PAD TO BE 50'x2O'x6" AT A MINIMUM
2.
FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
15. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENET) ON EXPOSED SLOPES WITHIN 14
LIMITS AS NEEDED.
ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY
3.
HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONROL
ALL CONSTRUCTION VEHICLES.
ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
4.
INSTALL PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY PRIOR TO SITE GRADING
OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE
AND THEN INSTALL BUILDING FILL. UPON COMPLETION OF BUILDING FILL INSTALL STORM WATER WETLAND
ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
PONDS.
APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS 'UNTIL SITE IS STABILIZED.
5.
INSTALL STORM DRAINAGE AND INLETPROTECTION AROUND CATCH BASINS AND DROP INLETS
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
AND INSTALL RIPRAP PROTECTION AND ENERGY DISIPATORS.
PURPOSE: TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
6.
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE EXISTING ACCESS TO SITE.
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
7.
BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED MATERIAL IN THE FILL SECTIONS.
FROM SURFACE RUNOFF, AND HELP CONTROL DUST.
8.
UPON THE COMPLETION OF BUILDING PAD INSTALL NEW DRIVEWAY AS INDICATED ON PLANS.
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
9.
INSTALL DRAINAGE AND SWALES AND INSTALL TEMPORARY EROSION CONTROL MEASURES
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN
MAINTENANCE PLAN
ENTR
FOUNDATION FOR POSITIVE DRAIANGE.
2. IF
AROUND FACILITIES.
SITES
10.
BEGIN AND COMPLETE ROUGH GRADING OPERATIONS.
IF THE SLOPE TOWARD THE ROAD EXCEEDS 27% CONSTRUCT A, RIDGE 6" TO 8" HIGH
VEHI
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE- SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
3:1 SIDE SLOPES, ACCROSS THE FOUNDATION WIDTH APPROXIMATELY 15' -0" FROM
11.
BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY SEEDS
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
BEFO
THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH
PLACE GEOTEXIILE FABRIC ON GRADED FOUNDATION TO IMPRGE STABILITY, ESPECIALLY
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
FINAL CONSTRUCTION.
IN WET CONDITIONS THAT ARE ANTICIPATED.
12.
TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF AREAS WHICH CONSTRUCTION
PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLA,`S. LEAVE SURFACE
MEASURE. IF, HOWEVER MULTIPLE ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
WILL CONTINUE.
SMOOTH AND SLOPED FOR DRAINAGE.
13.
FINE GRADE AND PAVE DRIVEWAY AND PARKING LOTS.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEIMENT
14.
PROVIDE STABILIZATION ( TEMPRRARY OR PERMANENT) IN ANY EVENT, SLOPES LEFT EXPOSED WILL
TRAP OR BASIN.
BE PLANTED OR OTHEREWISE PROVIDED WITH GROUND COVER DEVICES OR STRUCTURES SUFFICIENT
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PRGlPER PUBLIC ROAD DRAINAGE.
NEW CONSTRUCTION SITE
,-n ti 2" MIN.
CROSS SECTION
50' MIN.
ES: B
FERTILIZER
TO RESTRAIN EROSION WITHIN TWENTY ONE (21) CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING.
4000#
15. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENET) ON EXPOSED SLOPES WITHIN 14
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR FLATTER
tj
INCLUDING ALL OTHER SLOPES 4:1 OR FLATTER; PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
AND STEEPER AND WASTE AND BORROW LOCATIONS:
ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING
EXISTING ROADWAY -�
FOR SLOPES 3:1 OR STEEPER INCLUDING ALL PERMANENT DIKES, SWALES, DITCHES AND SLOPES AND
- DECEMBER 31
DISTURBANCES WITHIN HIGH QUALITY WATER (HQW) ZONES.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE
6" MIN.
OR OWNER IF DEEMED NECESSARY.
17. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE DISTURBED AREAS, AND
WIRE FENCE
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
18. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF FERTILIZER EVERY
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
6 MONTHS UNTIL THE COMPLETION OF THE PROJECT.
10#
19. WITHIN 6" OF FINAL GRADE, REDISTRIBUTE 6" OF TOPSOIL 20
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
20. FINEGRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
NOT
21. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON COMPLETION
FERTILIZER
AND STABILIZATION OF PROJECT.
1. PU
r.
c� CON41 ACT TRENCH &
COI�IIPACT THOROUGHLY
PRO
LIMESTONE
ENSU
MAINTENANCE PLAN
ENTR
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
2. IF
FOLLOWING EVERY RUN -OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
SITES
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MUD
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FEET DEEP.
VEHI
3. ALL SEEDED AREAS WILL BE FERTILIZED, RE- SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
STON
THE
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
BEFO
PLANNED EROSION AND SEDIMENT CONTROL DEVICES
ROAD
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS
DIMENSIONS ARE TO BE AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
"WARM SEASON
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
MEASURE. IF, HOWEVER MULTIPLE ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
8 MIN. DEEP
SHALL PROTECT EACH WITH TEMPORARY GRAVEL.
TEMPORARY STONE DROP INLET PROTECTION
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
NEW CONSTRUCTION SITE
,-n ti 2" MIN.
CROSS SECTION
50' MIN.
ES: B
FERTILIZER
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
MIN. of 24 ".
4000#
BUT SUFFICIENT TO KEEP
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
T SILT FENCE OR TREE S
tj
SEDIMENT ON SITE
AND STEEPER AND WASTE AND BORROW LOCATIONS:
SILT FENCE CONSTRUCTION SPECIFICATIONS
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES
JANUARY 1
- DECEMBER 31
1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL ':POST
75#
TALL FESCUE
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
B.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
FILTER FABRIC
10#
BERMUDA GRASS
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
EXCEED 24' ABOVE THE GROUND SURFACE.
500 #
FERTILIZER
J.
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
r.
c� CON41 ACT TRENCH &
COI�IIPACT THOROUGHLY
4000#
LIMESTONE
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
MATURAL GROUND
ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
TEMPORARY
SLOPE
TEMPORARY SEDIMENT FENCE 2`°" � MAk.
STONE INLET PROTECTION IS TO BE USED AS NEEDED TO PROTECT AREAS AS SHOWN. SILT ,THICKENED , 4
FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT EDGE WALK . .
104 cu
TO DISCHARGING SEDIMENT DIRECTLY INTO CANALS AND DITCHES.
CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
No F. M
INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS
SWALES AND BASINS. MINIMIZE STEEP SLOPES. IF SOILS HAVE
BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A THICKENED EDGE
DEPTH OF 6 -8 INCHES USING A RIPPER, HARROW, OR CHISEL rB WALK DETAIL
PLOW. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED
OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, C6.1 NOT TO SCALE
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE
OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR
BEFORE SEEDING.
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF
APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS
STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE
KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
LIME 2 TONS /AC
♦ f% 4f% nn , /1Af% i Ml- /A^
NOT TO SCALE
3000 PSI CONCRETE
S -9.5A ASPHALT
VARIES
. "l 's ,
r'
6"
CABC
SLOPE 1 /4 " /FT.
C PARKING LOT DETAIL
C 6.1 NOT TO SCALE
PLAS'TiC OR
WIRE 'TIES
NATURAL GROUND
500#
FERTILIZER
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
MIN. of 24 ".
4000#
LIMESTONE
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
FRONT VIEW
tj
SLOPES 2:1
AND STEEPER AND WASTE AND BORROW LOCATIONS:
SILT FENCE CONSTRUCTION SPECIFICATIONS
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES
JANUARY 1
- DECEMBER 31
1.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL ':POST
75#
TALL FESCUE
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
B.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
FILTER FABRIC
10#
BERMUDA GRASS
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
EXCEED 24' ABOVE THE GROUND SURFACE.
500 #
FERTILIZER
J.
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
r.
c� CON41 ACT TRENCH &
COI�IIPACT THOROUGHLY
4000#
LIMESTONE
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
MATURAL GROUND
ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
TEMPORARY
SEEDING
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
"COOL SEASON" PLANTED BETWEEN AUGUST 15 AND APRIL 15
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
TRENCH
120#
RYE GRAIN (NO RYE GRASS)
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS
4'' MIN. WIDE X
°'
"WARM SEASON
" PLANTED BETWEEN APRIL 15 AND AUGUST 15
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH.
8 MIN. DEEP
5#
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
GERMAN BROWN TOP OR FOX TAIL MILLET
UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZIP TIES
SIDE VIEW
SHOULD HAVE A MIN. 50 POUND TENSILE STRENGTH.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED SPACE POSTS A
NOT TO SCALE
'T
" 112"
TRENCH
BURY BOTTOM
OF PLYWOOD
STEEL F
l' -0" x l' -6" x .080" STANDARD
MAX. OF 8' APART. DRIVE SUPPORT POST INTO THE GROUND A
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
MIN. of 24 ".
SILT FENCE CONSTRU'TION MATERIALS
6.
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
1. USE SYNTHETIC FTP: ":.TER FABRIC THAT IS 95X BY WEIGHT
NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN
POLYOLEFINS OR POLYESTER, AND IS CERTIFIED BY THE
18- CONDUIT WITH CAPPED END
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES
MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN
5f -0°
OF MIN. 50 POUND TENSILE STRENGTH.
ASTM D 6461.
7.
EXCAVATE A TRENCH 4" WIDE AND 8" DEEP ALONG THE
2. USE FENCE POSTS THAT ARE 1.33 LB/LINEAR FT STEEL WITH
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
A MIN. LENGTH OF' S'. POSTS SHALL HAVE PROJECTIONS TO
B.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
FACILITATE FASTENENG THE FABRIC.
THE TRENCH.
3. USE WIRE FENCE #17H MINIMUM 14 GAUGE AND A MAXIMUM
9.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
MESH SPACING OF 6'.
FABRIC AND COMPACT.
10.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
® STANDARD TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
'T
" 112"
TRENCH
BURY BOTTOM
OF PLYWOOD
STEEL F
l' -0" x l' -6" x .080" STANDARD
w
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
ADDITIONAL SIGN
FXSEWW WHERE APPLICABLE
••�•
PAMNG
2' SCHEDULE 40 ALUM.
18- CONDUIT WITH CAPPED END
5f -0°
MMMUM FINE $500.00 SET IN CONCRETE 3' -0"
r I BELOW FINISHED GRADE
FINISHED GRADE
12"
SI�GE SHALL CONFORM TO ALL 3f -or
APPLICABLE FEDERAL, STATE AND
CITY CODES AND SPECIFICATIONS.
HANDICAP PARKING S1 GNAGE
NOT TO SCALE
�.o- -6.0' MIN, -, w 5.0' - �.s -6.0' MIN
CL
6' LIKENED 12 1 I S)OP I MI X) N 1 I:1I S 0 EI MI 6' TH1ICKENED
EDI WALK N EDGE�WALK
/�►1�ihi5�i
WALLA aC I Ur Ur
ASPHALT
SIDEWALK ACCESS WIPE DOWN
NOT TO SCALE
1. MORTAR AR JOINTS 1/2" t 1/8' THICK. CONCAVE TOOL ALL EXPOSED MORTAR
JOINTS.
2. CLASS "AA" CONCRETE TO BE USED. CHAMFER ALL EXPOSED CORNERS 1 ".
3. ALL CATCH BASINS OVER S -6" IN DEPTH SHALL BE PROVIDED WITH STEPS 1'
ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. DETAIL NO. 615.01.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
5. FOR 8' -0" IN HEIGHT OR LESS USE 8" WALL. OVER 8' -0" IN HEIGHT USE 12"
WALL TO 6' -0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6' -0 ".
ADJUST QUANTITIES ACCORDINGLY.
6. LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
7. ALL CONSTRUCTION METHODS SHALL COMPLY WITH CITY OF WASHINGTON MANUAL
OF STANDARD DESIGNS AND DETAILS.
STANDARD 24 "X36"
G DROP INLET
(; 6.1 NOT TO SCALE
UPSTREAM END
OF STORM DRAIN
op OVERFLOW 1/3 PIPE
Ae DIAMETER
f EXTERIOR
PLYWOOD
f EXTERIOR
PLYWOOD
r.......RE CLOTH
PLYWOOD INLET PROTECTION AND STONE FILTER PROTECTION
END OF DAY INLET PROTECTION DETAIL
All
STEEL FENCE POST
0 OVERFLOW 1/3 PIPE
[DIAMETER
m 19 -GAAGE HARDWARE
IIARFA CLOTH
" (9 MESH OPENINGS) wn
ammmalawn SHEET FLOW SHEET FLOW I 2'
m 6"
m
o FILTERED
g WATER
INLET PROTECTION CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
FEET APARTT,
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, MD BOTTOM, PLACING A
2 -FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NCDOT 15 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT
OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT (IA INCH OR
GREATER) 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 WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
STANDARD HARDWARE CLOTH &
GRAVEL INLET PROTECTION DETAIL
NOT TO SCALE
6" 1' -6"
1/2-R.
3 "R.
C-4 f...,....<
2' -0"
24" CURD & GUTTER
C6.1 NOT TO SCALE
hL WASHED STONE FILTER
INLET ACROSS INLET
NOT TO SCALE
2" S -9.5A
(ASPHALT)
,e ®pc a4a4�
®® p p ® 4 4 4 6" COMPACTED ABC
Cep 44
UNDISTURBED
SUBGRADE
K PAVEMENT SECTION DETAIL
CG.1 % NOT TO SCALE
4xD (OR 10' MIN,)
SLOPE
SLOPE
2
PLAN TOP OF BANK
_ NOTES
® 4' MIN. UP EACH IF FLARED END SECTION IS
a SIDE SLOPE: DISCHARGING INTO DITCH FROM
THE SIDE, EXTEND RIP RAP
UP DITCH BANK ON OFF -SIDE
ODI A MINIMUM OF 4 FEET,
SYNTHETIC FILTER F
LINER, MRAPI 100% OR
EQUAL SECTION NOHO.T. dv0' STONE SIZE OF 8"
MAXIMUM SIZE OF 12"
#5 WASHED STONE
FLAI RED END SECTION RIP RAP DETAI L
NOT TO SCALE
PLAN X
CURB & GU
FLOW LINETTER --\ 8
T
PIPE SHALL BE FLUSH WITH INSIDE
OF BOX, END OF PIPE SHALL BE EITHER
MILL END OR SAWCUT END
Y
FRAME , GRATE AND CURB HOOD -
SHALL BE DEWEY BROS. TYPE
CH -BN -2001 OR APPROVED EQUAL
6°
1
TOP OF CURB
- -3000 PSI 1
SECTION "Y -Y" CONCRETE BASE SECTION "X -X"
M CATCH BASIN DETAIL
C6.1 NOT TO SCALE
DETAI LS
REVISIONS
03112114 PER CITY REVIEW
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PROJECT NO.:
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DATE:
01/08/14
SCALE:
AS NOTED
SHEET 8 OF 9
C6.1
4xD (OR 10' MIN,)
SLOPE
SLOPE
2
PLAN TOP OF BANK
_ NOTES
® 4' MIN. UP EACH IF FLARED END SECTION IS
a SIDE SLOPE: DISCHARGING INTO DITCH FROM
THE SIDE, EXTEND RIP RAP
UP DITCH BANK ON OFF -SIDE
ODI A MINIMUM OF 4 FEET,
SYNTHETIC FILTER F
LINER, MRAPI 100% OR
EQUAL SECTION NOHO.T. dv0' STONE SIZE OF 8"
MAXIMUM SIZE OF 12"
#5 WASHED STONE
FLAI RED END SECTION RIP RAP DETAI L
NOT TO SCALE
PLAN X
CURB & GU
FLOW LINETTER --\ 8
T
PIPE SHALL BE FLUSH WITH INSIDE
OF BOX, END OF PIPE SHALL BE EITHER
MILL END OR SAWCUT END
Y
FRAME , GRATE AND CURB HOOD -
SHALL BE DEWEY BROS. TYPE
CH -BN -2001 OR APPROVED EQUAL
6°
1
TOP OF CURB
- -3000 PSI 1
SECTION "Y -Y" CONCRETE BASE SECTION "X -X"
M CATCH BASIN DETAIL
C6.1 NOT TO SCALE
DETAI LS
REVISIONS
03112114 PER CITY REVIEW
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PROJECT NO.:
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DATE:
01/08/14
SCALE:
AS NOTED
SHEET 8 OF 9
C6.1
NOT TO SCALE
PLAN X
CURB & GU
FLOW LINETTER --\ 8
T
PIPE SHALL BE FLUSH WITH INSIDE
OF BOX, END OF PIPE SHALL BE EITHER
MILL END OR SAWCUT END
Y
FRAME , GRATE AND CURB HOOD -
SHALL BE DEWEY BROS. TYPE
CH -BN -2001 OR APPROVED EQUAL
6°
1
TOP OF CURB
- -3000 PSI 1
SECTION "Y -Y" CONCRETE BASE SECTION "X -X"
M CATCH BASIN DETAIL
C6.1 NOT TO SCALE
DETAI LS
REVISIONS
03112114 PER CITY REVIEW
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C6.1
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PROJECT NO.:
145 12 -13
DATE:
01/08/14
SCALE:
AS NOTED
SHEET 8 OF 9
C6.1
SHEET 8 OF 9
C6.1

NOTES:
IN ADDITION TO METALIC TRACING TAPE 12" BELOW GRADE
ABOVE THE PIPE ALSO PLACE 12 GUAGE 600 VOLT
COPPER TRACER WIRE NO MORE THAN 3 FEET ABOVE
36" MINIMUM COVER OVER PIPE.
0j /- METALUC TRACING TAPE
FINISHED GRADE -, I /
24° MINIMUM FINAL BACKFILL
SUITABLE SOIL COMPACT TO
95% STANDARD PROCTOR
SLOPE SIDES AS
NECESSARY FOR
CONSTRUCTION
INITIAL BACKFILL SAND OR
PIPE
; j .Y
' , %
\% 6" MIN.
#57 STONE FOUNDATION, COMPACT
i
ALVEE(STRAIIGHT OR ANGLED) METER
1
BOX AND LID
FINISHED
TO 95% STANDARD PROCTOR
�GRAADE
k+
g 11 2 ° -2
SDR 28 PVC PIPE
0
8'
';5
f
SCH 40 PVC
SAND OR /57 STONE HAUNCHING
MAIN
R
SERVICE SADDLE W/
\
(TO 95% STANDARD PROCTOR)
1' -4°
1' -4`
>,f`pIPE
GRADE
SAND OR #57 STONE FOUNDATION
(TO 95% STANDARD PROCTOR)
NME
- METER TO BE PROVIDED AND SET BY THE CITY
LLI O
7)
8" MIN.
TRENCH WIDTH
GROUND HOT BOX.
rg_' 1.5" & 2" WATER SERVICE
DETAIL
C —C) NOT TO SCALE
CLASS B
N
Z
UNDISTURBED SOIL
Z
Q
I
Lv 04
Q
Lj t N
C9ZU
W
Z
DATE:
Z LL
z O
0
Z
Z.CLN
O.D. OF
Of
N Op
6°
PIPE
6" MINIMUM SIDE
r�
CLEARANCE
E WATERLINE
TRENCH DETAIL FOR UNPAVED ARE
NOT TO SCALE
NOTES:
IN ADDITION TO METAUC TRACING TAPE 12" BELOW GRADE
ABOVE THE PIPE ALSO PLACE 12 GUAGE 600 VOLT
COPPER TRACER WIRE NO MORE THAN 3 FEET ABOVE
36" MINIMUM COVER OVER PIPE.
uj METALUC TRACING TAPE
FINISHED GRADE -, ( /
FINAL BACKFILL
SUITABLE SOIL COMPACT TO
95% STANDARD PROCTOR
SLOPE SIDES AS
NECESSARY FOR
CONSTRUCTION IN
INITIAL BACKFILL
SUITABLE SOIL COMPACT TO
95% STANDARD PROCTOR SDR 26 PVC PIPE
RAUNCHING COMPACT SUITABLE SOI
TO 95% STANDARD PROCTOR PIP E GRADE
COMPACTED SUITABLE SOIL FOUNDATION i\ 6° MIN.
HYDRANT TEE -
/`� / / \� /� \�� \� /� \� / \` UNDISTURBED SOIL W/ 6 BRANCH
SOIL FOUNDATION TO BE
THOROUGHLY COMPACT UNDER PIPE
TO 95% STANDARD PROCTOR O.D. OF
6° PIPE 1 6" MINIMUM SIDE
E WATERLINE TRENCH DETAIL FOR UNPAVED AREAS
IF VALVE BOX IS NOT LOCATED IN A PAVED AREA,
PIPE
PROVIDE PRE -CAST CONCRETE COLLAR.
PIPE
SIZE
VALVE BOX SHALL NOT BE LOCATED IN CURB & PROPERTY LINE
GUTTER.
W
i
ALVEE(STRAIIGHT OR ANGLED) METER
1
BOX AND LID
FINISHED
4'
�GRAADE
k+
g 11 2 ° -2
1' -3"
0
8'
M
�y
SCH 40 PVC
SCH 40 PVC
MAIN
R
SERVICE SADDLE W/
\
GV & BOX
1' -4°
1' -4`
BRICK SUPPORTS
2' -8"
EACH END OF BOX
NME
- METER TO BE PROVIDED AND SET BY THE CITY
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7)
- BACKFLOW PREVENTER BY CUSTOMER IN ABOVE
TRENCH WIDTH
GROUND HOT BOX.
rg_' 1.5" & 2" WATER SERVICE
DETAIL
C —C) NOT TO SCALE
CLASS B
HAUNCI
BEDI
FOUNDA
q
VUmrAVitu Unutm 1I
TRENCH SECTION FOR PVC
SANITARY SEWER SERVICE
p (SCHEDULE 40)
C -s
NOT TO SCALE
IF VALVE BOX IS NOT LOCATED IN A PAVED AREA,
PROVIDE PRE -CAST CONCRETE COLLAR.
VALVE BOX SHALL NOT BE LOCATED IN CURB &
GUTTER.
\�/
CAST IRON
// �\ \
VALVE BOX �� / \ I I
(SEE DETAIL)
I Z
0
M
GATE VAL
TAPPING SLEEVE
THRUST d ¢
BLOCKING
VARIES
THRUST
NOI E BLOCKING
- SEE STANDARD DETAILS FOR THRUST BLOCK DIMENSIONS.
- GRIP RING RESTRAINSTS MAY BE USED IN UEU OF
THRUST BLOCKS.
TAPPING SLEEVE & VALVE DETAIL
NOT TO SCALE
ULAR
DMENT 36" MIN COVER
STONE
SING
COLLLAR CONK
SIZE MUELLER, AMERICAN
DARLING OR APPROVED EQUAL
ADJUSTABLE
CAST IRON
VALVE BOX W/
REMOVABLE
COVER LABELED
'WATER" (TYP)
�y GATE VALVE
7.0 CU. FT. (MIN)
CRUSHED STONE
0.25 CU. FT. (MIN.)
a THRUST BLOCK
`-CONCRETE BLOCKING
/A
i
i
CONC BLOCKING SIZE
PIPE
L
PIPE
SIZE
SIZE
W
D
3°
1' -0"
H
4'
1' -0"
k+
6"
1' -3"
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8'
1' -6"
�y
12"
2' -3°
�+
VARIES VARIES ; (SEE NOTE 2) W
FIRE HYDRANT INSTALLATION DETAIL � TYPICAL INLINE VALVE DETAIL
NOT TO SCALE C —G NOT TO SCALE
NOTES:
1. DIMENSION "A° SHOULD BE' AS LARGE AS POSSIBLE WITHOUT
INTERFERRING WITH THE MIECH. JOINT BOLTS.
2. THE SHAPE OF THE BACK' OF THE BUTTRESS MAY VARY AS LONG
AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH.
3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF TWO TONS PER SQ. F7, AND A WATER PRESSURE OF 150 P.S.I.
NOT TO SCALE
L
L 1/2 L CLASS B
CONCRETE
UNDISTURE
\� EARTH
m
PLAN - TEE
BUTTRESS DIMENSIONS
L
PIPE
SIZE
6
6" MIN i
90 BENDS
TRENCH WIDTH
L
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L
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6"
CLASS
t
CONCRETE / `'
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1' -0" . 1' -0"
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1' -2"
s
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1' -0"
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1' -10
\
12"
1' -4°
1' -4`
c
2' -8"
2' -3"
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12" /
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NOTES:
1. DIMENSION "A° SHOULD BE' AS LARGE AS POSSIBLE WITHOUT
INTERFERRING WITH THE MIECH. JOINT BOLTS.
2. THE SHAPE OF THE BACK' OF THE BUTTRESS MAY VARY AS LONG
AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH.
3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF TWO TONS PER SQ. F7, AND A WATER PRESSURE OF 150 P.S.I.
NOT TO SCALE
L
L 1/2 L CLASS B
CONCRETE
UNDISTURE
\� EARTH
m
PLAN - TEE
BUTTRESS DIMENSIONS
L
PIPE
SIZE
22 1/2 SENDS
45 !FINDS
90 BENDS
TRENCH WIDTH
L
H
L H
L
H
6"
1' -0"
1' -0°
1' -0" . 1' -0"
1' -4"
1' -2"
8°
V -0"
1' -0"
V -4` V -2"
1' -10
V -6"
12"
1' -4°
1' -4`
1' -90 ' V-10'
2' -8"
2' -3"
NOTES:
1. DIMENSION "A° SHOULD BE' AS LARGE AS POSSIBLE WITHOUT
INTERFERRING WITH THE MIECH. JOINT BOLTS.
2. THE SHAPE OF THE BACK' OF THE BUTTRESS MAY VARY AS LONG
AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH.
3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF TWO TONS PER SQ. F7, AND A WATER PRESSURE OF 150 P.S.I.
NOT TO SCALE
L
L 1/2 L CLASS B
CONCRETE
UNDISTURE
\� EARTH
m
PLAN - TEE
BUTTRESS DIMENSIONS
EARTH
L
H
C
D
6"
TRENCH WIDTH
12'
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8"
V -6"
V -4"
CLASS B
W
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2' -0"
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BUTTRESS DIMENSIONS
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2' -0"
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B. D. - BRANCH DIAMETER
t19IES::
1. DIMENSION "C° SHOULD BE LARGE ENOUGH TO MAKE ANGLE "A°
EQUAL TO OR GREATER THAN 43 .
2. DIMENSION "D" SHOULD BE AS LARGE AS POSSIBLE WITHOUT
IN10FERRING WITH THE MECHANICAL JOINTS.
3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF TWO TONS PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I.
C THRUST BLOCKING
C —G NOT TO SCALE
NOTE
FOR 4" SERVICE, BOX TO BE VULCAN MODEL #G8471
PRECAST CONCRETE COLLAR WITH #G8460 UD MARKED SEWER.
MINIMUM 3000 PSI CONCRETE FOR 6" SERVICE, BOX TO BE EAST JORDAN #15742 W/
UD MARKED SEWER.
PAVEMENT SEE NOTE
'Nt. .t.•: d Qd • d O oil
d
FLUSH TYPE
CLEANOUT RISER CAP
SEWER CLEAN OUT FOR
J PAVED AREAS
NOT TO SCALE
WATERLINE
rK_' WATERLINE CROSSING
(;-6 NOT TO SCALE
45' BENDS
WITH GRIP
RINGS (TYP)
TOP OF SILT
MUST BE AT
ABOVE THE 1
THE WASHED
* In order for the E &SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground
stabilization requirements apply and the location of the basins where the surface- withdrawal requirements apply.
Document prepared by the Division of Water Quality
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL
WOVEN WIRE FAI
HARDWARE CLOT
FILTER OF #57 \
WASHED STONE \
Atilt) tiAKUWAKt
STEEL POST SET CLOTH IN TRENCH.
MAX 2' APART N
2' INTO SOLID GROUND
SECTION VIEW
16 °MIN
A3' FILTER FABRIC APRON
N GROUND
URY 6" UPPER EDGE OF
BURY WIRE FENCE A 4" FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
PROPOSED STONE SPILLWAY
(,, 6 NOT TO SCALE
REVISIONS
03112114
PER CITY REVIEW
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12 -13
DATE:
01/08/14
SCALE:
AS
NOTED
SHEET 9 OF 9