SW8081025_Approved Plans_20091026

_ _ ur _ ',LIP . - ' ° I n �,' ' ---, -�IT�I �`Ir`' Project No.
RIM-12.81 OHE RIM=11.39 LL±
rIo_ _ INV. IN (MH 3)=8.58I__MH 1 INV. OUT=1.81 SAW-CUT AND REMO H� 1239
.,., EXIST -- OF EXISTING GROUNDWATER REMEDIATION SYSTEM TO REMAIN rl--• r TE 1 ' I? + 1
_ ING VE 53 _ t
- _ - H -- -
- ,...� INV. IN FROM MH 12-1 98 OE 1-F T Y J
• _ CURBING BAY STREET
I ° °
I L
_ H2 ,H ---- __) ���_� - _
_ M 2 EXISTING WAIL, SLAB & TANK Ic.) Bt REMOVED BY O'JvI4't.F I -, I. I ' i I f_sir-r I I
60 PUBLIC R/W - 31' B/B NUT i,, DI lUA�Lr,
-OHE- - - - " !:,,II',j - o OHE- RIOK TO CONTRACT AWARD. I-I, li rl� ) i� I_P I F :rif
3UP - -- - - _ EXISTIN_" - , • �� __ J� tP ,' II T ±I `?- r 1 '- - - -- -- - _ t - _, I �i[._ Date
___ OHF �!� • , 1300 ' __ $- _ G 8 $$ RIM--11.64 `'' _ 3 REMOVE EXISTING CONCRETE SIDEWALK. N A`7�51REET I LJ P j '-T"?1:1 1
- _ _ - - - _ __ is - _ P - '--1-- C11 .I- J i Il / i 09.23.2009
. • DUCT E IRON - - - �*--__..- P - P --- --�'--'i �_I $� INV. OUT MH 2 �.46 EXISTING CONCRETE SLABS AND Wt1t)D SHE!.TER Tt? Bf. REMC)VEIi BY Ir rJi 'f �r I J� ��
SEWER MAI , - �--- ( ) MH 3 , ^` + I f + l..ANDONED IN PLACE - - - -11�L° OUT DI 2)-,44 / BAY STREET O 1 , Li r t_ I I_Li (-` Drawn
lur,)-)
- I �� HHSiiN� FENCE - - - - - - - - - - Q- ���`MH 4 60' PUBLIC B/BOWNER PRIOR is CONTRACT AWARD. II ir,7 _ Ir tom_
STUMP 16 SYCAMORE „ - - - _ - - - _ ___ ___ • �► R; 31 �.. ER LI r + I# i ; • r II ,`� ,� I MSP
30.6' T 1 SYCAMORE - - - - - =' O EXISTING ASPHALT TO BE REMOVED BY OWNER PH OR T l(1r:TRACT AWARCi. SN ^lit_l_�_�'L. _.!�r c I E; J � f i ��c . UP�1F - .,,,o�i- _ J E +T// LChecked
ONL JTORY / 9 S 85510 -- \.o.. r )�: ? I W ? ZL. �(-.
O 5 E 370.00' _
FRAME ��� I 19 9 •��2"L' { uHE 0 JKA
/ P `� _ 6 EXISTING CONCRETE SLAB AND ABANDONED TRAP 10 DE REMOVED I 11( 1 I �� i I{ -'.� ii" I I�` r �
DWELLING 1- --� r �-
I ° BY OWNER PRIOR TO CONTRACT AWARD.
-, 0 i BRIDGES SIREET�L_I M,I -I- �I F �I r ? TIP i1.1 T I_
RIM=11.92 0 _�__ ��� O EXISTING WOOD FRAME SHED TO BE REMOVED BY OWNER PRIOR i'-, r ,Z I� - �C _ PIS 7L LEI- �I j r Revisions
o t - TO CON TRACT AWARD. ? I ,� l I �R► + __ _ 1-9.23.2009
Dye I I INV. IN (MH 1)=0.46 + I I
STUMP �„ I - - 0 CHAIN-LINK / GATE TO BE REMOVED B, OWNER [ ! fl j �L ( -� ! 'ot j S $� T ,f -
INV. OUT=0.44 !I � -- EXISTING FENCEr-� v '
UP INV. IN (MH 5 =0.77 I I PRIOR TO CONTRACT AWARD. Li �I 'F �' - JzI_
II P � -P + I
i ) _ I� I d 9 EXISTING TREF STUMP TO BE REMOVED - J J�I I-` L 1 1__ '} : i -i �I +�
O SECOND INV. IN=3.74 I P 1 308 11 TH ST. O L. _ --I __IL I I if; + r �-� +
1 l Ir, �- . 7- SWEET LIL(1 H
DOUBLEWIDE I © I I I ONE STORY 10 EXISTING TANK AND WALL TO BE REMOVED BY OWNER 1 I I �I ; t ,I T tI`Ir"
+( I ARENDELL
MOBILE HOME NRIOR TO GONTRACF AWARD. rr l
�, �� BLOCK . II ! II ! _��.III I - !l r, r r I
• z I > Cr) I DWELLING 11 ABANDON RF"DOVE EXISTING WATER METER AND (1 j VALVE, Ti J I - I + I !I T--1 r J ri II. P+I 1---, I ��I __
Iv / I W U Ia + 1 CAP LINE A7 REMAINING VALVE. r; _.,_EVA'S �I lI i __il I ( I `II Y� (, =� Q STEWART-COOPER-NEWELL
G / I
o 9 19 I - cr z o0 12 PLUG EXISTING SEWER SERVICE IN MANHOLE �_i + ` MAP, ! �1`1 T n r,.__ i �I TO� �SCALE
Il ARCHITECTS, P.A.
LJ '- IG9 - `!I -IIVIT I NOT THIS DRAWING IS THE PROPERTY OF
I (n / I I z ! z 4 t3 EXISTING RAISED PLANTER AND SIGN TO BE REMOVED.
Lf� / / z (1J F= -_ - .__------- _ ----- ----'-.--_- _._-- -___--- ------._-- THIS RT ING I TNEWELL ARCHITECTS. F.A.
E .TING 8" TC ` / k AND I UBJECT TO FEDERAL COPYRIGHT
W / !- W ?C LAWS. THIS DRAWING MAY NUT BE
SEWER MAIN / �a.on _.t/ I L _ `
/ STUMP • `_' W , kEPR�CU,ED PUBLKHED OR USED !N ANY
- L. 14 EXISTING OVEf'IICAD UTILITY LINES TO BE REMOVED `;[C SITE EXISTING STORM SEWER EXISTING STORM AND SANITARY
ONE STORY I I c ELECTRICAI f't_ANS FOR EXTENT OF REMOVAL.
O _ AY WITHOUT H W 1 N RMISSIVN OP
BRICK `- v QSTRUCTURE SUMMARY SEWER MANHOLE SUMMARY STEWARI-COUPER-NEWELL ARCHITECTS, PA.
�, / I cn t5 REPLACED BYERGR_IOTYNDURVIFYORLINES TO BE REMOVED AND
/ 1 I -" 306 11 TH ST. O
DWELLING r DI 1 MH 1
(jNE STORY EXISTING SHED EXTENSION AND STAIR TO BE REMOVED TOP=11.13 RIM 12.$1 ���t1llttlgj1
' 7 A / LI BRICK 16 SEE ARCFII1LU1IJF�AL PLAN`_; FOR EXTENT OF REMOVAL, NV. IN FRE4! INV. OUT TO MH 4=1.87 � ��1�►•�;AR(f���//�
\ I
! I DWELLING 17 SAW CUT AND REMOVE 42LE OF EXISTING CURBING, MH 2=8.18 INV. OUT=1.81 . $$;•• �fr.y
- .
INV !N FROM MH 12=1.98 `. :y
t re
^ �� U I i 1$ EXISTING CANOPY AND SIDEWALK TO BE REMOVED. DI-2
MH 13 . z I I I TOP=11.28 MH 2 157$
(i )' o Q ' I j CAP EXISTING 6" DI SEWER MAIN AT LOCATION SHOWN AND CONCRETE INV. IN FROM RIM=11.39 '4
I / z 19 PLUG MAIN Al MFI#13. EXCAVATE AND REMOVE i53 Lf b DI SEWER_MAIN NH 3=8.59 INV. OUT TO DI-1=8.83 ��v �tit4 •.','
EXIST. . I I CUT AND PATCH PAVEMEN TO ACCOMMODATE NEW SEWER MANHOLE INV. IN FROM NH 3=8.58 7/N is ••
SHED 12 I Ie 20 ';PROVIDE NEW PAVEMENT SECTION IN ACCORDANCE WITH DETAIL A, SHEET 250 // N k Av
x DI-3 //tintIil11�O
• w I I I 304 11TH ST. TOP=11.72 MH 3
EXIS G 6" - P \ I ONE STORY SEQUENCE OF OPERATION: INV. OUT TO RIM=1 1.64
NH 7=8.62 INV. OUT TO NH 2=9.46
1. SECURE PROJECT PERMITS. INV. OUT TO DI-2-9.44 (/� IL(151-
,
WATE' MAIN~I `Q \ /� `� 14.00_ , - - - - - II ` IFRAME r,i ca 14.00 " �,-- DWELLING 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. DI-4 T'I z 8 EXIST. CONC. SLABEXISTING 6 DUCTILE' II_ 3. INSTALL GRAVEL CONTROL ENTRANCE. }� o
34.6 ! H- O IRON SEWER MAIN I • I I TOF-11.80 RIM MH
N CO
ORY x 0 I TO REMAIN �` I RIM=13.21 INSTALL SILT FENCING. INV, OUT TO n N M CO
I i ``' INV. OUT (MH 4)=7.91 5. CLEAR AND GRUB SITE AND COMPLETE DEMOU LION. DI 5=9.40 INV. IN FROM MH 1 0.46 L 0 0
ING I UPS' 3'x3' ABANDONED / I `I I (C INV. IN=8.81 6. INSTALL STORMWATER INFILTRATION BASINS I(1 .ACT AS SEDIMENT BASIL °�' co CO
00
INV. OUT 0.44
SEPARATOR TRAP NI / I I �° 7. CONSTRUCT SITE IMPROVEMENTS. ■� =0•-
DI 5 INV. IN FROM MH 5=0.77 }� N c�
f ( TOP- 1.87 I MH 5 ••II • � 8. SEED AND MULCH J INV. OUT TO SF AND INV. IN=3.74 � �� c
MH 12 I -I 11 \ �I \ I I z c I L CH ALL DISTURBED AREAS § 2
UP , ` ® oo - - - I I 10 �, ESTABLISH VEGETATION.
RIM=13.91 � MH 8=8.72 MH 5 to o�o L
3D2 11 TH ST. z1 tC
►' UGf 1JN - 9. REMOVE GRAVEL CONTROL �IJTRANCE. RIM=13.21 V LN cn c� o..._
INV. OUT (te - ) - - - I_ I 6F1E- I-- ONE STORY o 10. REMOGE SILT I ENCING. D 6 INV. 00T TO NH 4=7.91 1, .8
I ° r F i I_
(MH 1)=7.75 - I FRA�1F ' 17
I " IUP=12.01 INV. IN=8.81
!` / w �� I ,�l` DWELLING > MAIDEN. _ ■ C
ANCE PL A.N: IPl✓. rtuT TI; I -a)
i I / �r ® .__ MW -8.
= ay UP • • EROSIONc c CHECKED NH 8 9.81 MH 6
1. ALL AND SEDIMENTATION CONTROL DEVICES SHALL E�_ FOR
�� k - EVERY RUNOFF PRODUCING RAINFALL RiM 13.25
/n4 ` 1 I o ( I STABILITY AND OPERATION FOLLOWING
MW D INV. OUT 6.05
! EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. ANY MELDED REPAIRS = , E
I TI[ ! .I6 INV. IN FROM NH 7=6.11
- _P m c 1 WILL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING u'1V ,)UT TO o
- / ,,i, 0 300 11TH T. v
OHE- -OHE- , P� Iill 14 Cr) l 5� �• I I I ONE TORY I CONDITIONS INTENDED. r�ri 8=9.5O MH 7 N
_ I v _ 2. SEEDED, RIM=12.26 FRAMsALL AREAS WILL BE FERTILIZED, AND RESEEDED AS :"iFt E`-SAE?'r AND 15
• -_ ° h / `-'"' O ,1 EXISTING PAVEMENT DI-8 !NV. OUT TO MH 6=7.12 W }• a>
--- °� ►i, zw o 4 cD o I DWELLING MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN DI-8 •-
1=m v = MW fTOP-12 9U INV. IN FROM DI-3=7.44 U H- O «,Q ''` - - _- TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. Z
of x z I i
EXISTING FUEL OIL AST, i I INV. OUT :0 INV. IN FROM MR 8=7.17
FISHER STREET I ui wt�o f 2 MASONRY CONTAINMENT \ . I� I I I 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC DI 13=1051 ■
60' PUBLIC R/W 31' 6/B / > I WALL AND SLAB O MV7 1 °
ROAD SHALL BE REMOVED ON A DAILY BASIS NH 8 i V c
a i I I I _ -- REMOVEDFROMSILTDI 9 RIM=12.72
z I EXISTING STOCKPILE OF 4. SEDIMENT SHALL BE BEHIND CHECK DAMS, FENCE, OR cvn
I " I� -- INFILTRATION BASINS WHEN IT ACCUMULATES TO A DEPTH OF 6 INCHES. TOP=t3.16 INV. Otlr=7.34
- I I _ MW STONE BASE COURSE MATERIAL. i d P INV. OUT TO INV. IN FROM DI-5=7.48 O
- EXISTING STRUCTURE O PP I CONTRACTOR SHALL UTILIZE THIS 1 I - -
_ �, OHE 5. THE STORMWA,TER INFILTRATION BASIN SHALL DE CLEANED OF ALL
TO BE REMOVED x MH 6 / MH 9=10.41 INV. IN FROM DI 6=7.17
•. -A /� FEE=15.65' ``' I ?HT
I MATERIAL FOR PAVEMENT BASE ` ACCUMULATED SEDIMENT AND RETURIJFD TO IT' DESIGN ELEVATIONS UPEIN O
° 4,945 SF ► COURSE MATERIAL AS DIRECTED, p „ p_ _ COMPLETION OF CONSTR!.!CTION. DI-10 MH 9
RIM=13.25 18 RCP TOP=i3.2'� RIM=14.12CD
14 UP �_ IN THE BIDDING DOCUMENTS • of I I �A, v - 0 c
A 5 / I I INV. OUT=6.05 FItiHER STREET , INV. OUT TO INv ouT-a 46
I
1 I I O I -�1GT f INV. IN MH 7 =6.11o' PUBLIC R w - V c
_ ( ) 7 31' B/B SITE CONSTRUCTION SPECIAL CONDITION DI 9 11.oa wv IN FROM D! 1s_9.52
oFir__ 1 OHE T 1 I INV IN FROM DI-9-9.56
ORY 35.4' I + .'_. IAA/ UP -OHO - I •►'t ,4::T - - n r:R r DI-11 INv. IN FROM DI-11=9.6 cD
IE ° / ��� / hd' � �y� 1. ALL BORROW MATERIAL TO TILIZED ON THI PROJECT SITE SHALL BE �':;T NED TOP=13.45 >3 M
NC - \ __ =- -- FROM A PROPERLY PERMITTED BORROW PIT. INv. OUT TO MH 10 cv CO CO o
° I c PROJECTNH 9 l O.2 RIM 15.89 CO �j 0•
(3) UGE OUT OF ELECTRICAL 1� s o _1_ i 2. ALL STRIPPING MATERIALS SHALL BE WASTED A TOPSOIL ON THE SITE. c 10
® IIII ROOM, FIELD VERIFY LOCATION -". __MAW P I 1 I INV. IN FROM INV. OUT=8.250 et
AND PURPOSE. ' 1 I I ° DI-12=10.22 INV. 1N 8.29 0 0 p
© I x --RETAINING In
EXISTING TRANSFORMER �, / w WALL /
\ II ! 208 11TH ST.
3 C.O. IN 1 , a I ° ONE STORY NO WETLANDS ARE LOCATED WITHIN THE PROJECT LIMITS DI 12 MH 11 n
I METER BOX AND FENCE, TO REMAIN / \ ° I TV. 70 RIM=15.37 .fir o d>
CC FRAME INV. OUT TO INV. OUT TO MH 13=7.71 ai p
" C SS
C il ° ° 1 \ I I ! oo DWELLING LEGE\9 DI-11=10.50 INV. IN 7.80 Cl ti n°.�
ONE STORY I ® �MH 11 �. 6° MW rn r MW J�� STUMP I jI -� ^I INV. IN=9.21
BRICK AND FRAME �p`cSS '� I ° 9 \ I'„II
EXISTING NEW
I1 DI 13 INV. IN=10:83
' a I
ITOP=13.00 INV. IN=9.27
DWELLING I "' ,, I I I -OHE-- OVERHEAD ELECTRIC LINE - INV. OUT TII INV. IN=13.03
TPED I \ -/ 1 I f I --UGE-- UNDERGROUND ELECTRIC LINE I�;F MH 9=9.9(1 MH 12
I ° ° © j/`°) _ a I - OHT OVERHEADRIM=13.91
I TELEPHONE LINE
° I EXISTING STRUCTURE TPED ` i . ' °iii ,_, , ,i
I il --UCT-- UNDERGROUND TELEPHONE LINE !NV. OUT TO MH 1=7.75
- I EXISTING AMP TO REMAIN
_ 0 REMAII o 206 11TH ST. --FO UNDERGROUND FIBER OPTIC LINE
I ° MH 13
i . I I ONE STORY' -- W-- WATER LINE W RIM=14.15
/ `� I ! FRAME FIRE WATER FW+ INV. CUT=6.94
I 1 III J1�1i.I I'(1 IDWELLING -- S -- SEWER MAIN INV. IN FROM MH 11=6.99
j''' / .6 ;I• I ; I SEWER SERVICE c, INV. IN=10.13
EX INC 6" I
I W'T R MAIN ��
-I I -- D -- STORM DRAIN -D-
I
I I ip I I I I AREA LIGHT APPROVED Gss'
X 37.0 SPOT ELEVATION + 24.5 �„/ ^•�.
�h� I I 204 11 TH ST. Q ENVIRONMENTAL
MH 10 III FH FIRE HYDRANT MANAGEMENT COMMISSION
_ X1,1) � �, ° I ° ONE STORY
I /,/,,,,2/:,,, ,.:11,
�� L� � � I I I FRAME WV Da WATER VALVE DIVISION OF WATER��I�ALI�"I � �
w I �soo ! I I < I DWELLING UP UTILITY POLE
rz I ; I Nov e w"Vc✓ V),1 eNDC1
E-, I . 7 I j
E TING PAR ING `- E-'m I •
I ( GU WIRE
1 - III , w M ° I MW 0 MONITORING WELL
m ' \ ` JB o JUNCTION BOX Lci____RF:Fs---'tVEDORJA / oS I ° WM METER BOX° 22' OAK ISTI / x I
ao I I RE li a I ° MHi SANITARY SEWER MANHCLE MH ® WI••-
•�! N5 EXISTING PAVEMENT ' `� TOP,M NJ R MANHOLE/ I o " MH S SEE iaZSg- 0O JTO REMAIN 1 / I EXISTING PAVEMENT :� ! I I U � - F- - O
j 1 Oit: `' TO REMAIN \ 1 I ° I EXISTING CONCRETE ABBREVIATION LLJ
ZO V Q
Ao T = ABQVEGROt INCI ° ►RAGE TANK I- J U
ca
I ONE = OVERHEAD ELECTRIC
RIM=14.12 I i N � /- 1500 � - �,..\ ( e II' I CI Q = Z
23 OAK III OHT = OVERHEAD TELEPHONE 0 I- d
INV. OUT=9.46 - ° ' \ I ' . �: 200 11 TH ST.
INV. IN DI-13)=9.52 38.0' X
/ " , ° I I`IP I LILT UNDERGR UND T EPHONE D Up
�` LIGE = UNDERGROUND ELECTRIC
ONE STORY EXISTING PAVEMENT = ¢ Z
INV. IN �DI-9)-9.56 �, 32" OAK Z7" CEDAR i �'
\ FRAME RCP = REINFORCED CONCRETE PIPE Z Z
20" CEDAR 1 I j
DWELLING CMP = CORRUGATED METAL PIPE Aj E PROJECT a O
INV. IN (DI-11)=9.6I / �� - _ + - 25" OAK LiJ I
TC = TERRACOTTA PIPE V II-.
DI-11 = 12"pRCP Di 12- P 1- -
° I ° I PVC = PVC PIPE AVOLIS ENGINEERING, P.A. Z V
0 - UP7/ ``„ I - . III e ° °• EXISTING BUILDINGS PE = POLYETHYLENE PIPE P^BOX 15564,IN t3ERN NO 26561
0 D ai
OHE- ° � n ` . ° I . -La [phone],FAX{252}633-65W Z
DI-10 6r♦ �-� ° a - •
N 85°51' I • . RDI = DUCTILE IRON PINE Q Q O Q
o
"1,..._ IP-8 05WRIM=12.26° °
12" RCP I - 370.00' - -
�_ w
° °°
- -p1� MH 9 - D 744 lil
I DI 3 � � ° INV OUT (MH 6) 71 W = U
12" RCP - ---- -_----- ` 1s.gp- _ _ ., e • ° _--a._- - - - - _ i N (DI-3)= .
O =
a --- -- MD
° I/,i pal
INV I Z
° . ° `% MH � INV. IN (MH 8)-7.17 BOUNDARY, PHYSICAL AND TOPOGRAPHIC SITE I w W Z
�I # ice o ����°� 3RIDGES SIRE - - o ° 8 ° I DATA TAKEN FROM A SURVEY PREPARED BY NOTE °c
DAMES I. PHILLIPS, PLS, DATED APRIL 2007. 0
,`b 'S<' hi0 N 60 PUBLIC R/W - 31 STREET
I' I - a `n �� - -_ c ~_
\ 1� I I^ iI' 4 ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY G >G
• 1HE- �'��►� - P DI-7 I OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR W
UP ° ohE- ° - --- - N :---, - C l;': i r, �p �� RIM=12.72 WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES.
� MH 8„, „ a 15 J;, H[ REQUIREMENTS OF TFIE DRAWINGS, GENERAL RtEQUIREMENT S AND ALL ITEMS
. -13 OHE - ``° - - -- r lil R Iv ,IPA 12 RCP
p • . : OHE- - P - - O72 N I INV. OUT=7.34 L, 60T•
cOF THE CONTRACT M T-- - - - ti � �C o- °` ' OHE ---- INV IN DI 5 7 48 BRIDGES STREET �- TRADES. EACH CONTRACTOR I REQUIRED �MAIDNNAIN FUG ON LLLSETS OFCTHOESCUND
sheet
/ A EXISTING CONDITIONS AND DEMOLITION • - - - l__ _ _ 6 c THAT
------- •
-I '� a -OHE- __ - ---------_-__ - - D INV. IN (DI-6)=7.17 0' PUBLIC RAN - 31 B/B TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE H IIIIII _
` . _! �. -- - A. III SCALE =�t COORDINATED AND N 2 . 0C
SCALE: 1 f1=30' - _ i i' WORK IS PRO COO' I A U A L STALLED WITH THE WORK OF OTHER
OHE- --DI-6� ° ► ALL WO PROPERLY
L 00 -� - - • ' Y ^ a f FH DI-5 CONTRACTORS AND TRADES.
I
ICI I l

BAY STREET -�- __ _-OHE .
Lw _ -OHE ° _
60' PUBLIC R/W 31' B/B w Lt' ° ,
__OHE-�i °
Project No
HE- _ UP
- _ _ NEW 4 VALLEY GUTTER
v - Date
--OHE- _ �� - - ITEMS L L l I ''�
-ONE-- _ - DUMPSTER ACCESS BAY lii, - - ��� - __� -__
.NEW
\-OHE___ 1�� STREET (.I u ; F, - - - o MH 2 - - OHE- 1� NEW PAVEMENT SECTION, SEE DETAIL A, SHEET 250 E� ���T f�3� �}-�JV
_ J
60' PUBLIC R/W - 31' B/B
'2 - NEW CURB AND GUTTER, SEE DETAIL SHEET 5 - '
-
- _ _ 009
2CI R g � n OHE OVERHEAD T 111 f�,r,JC
�� R14.5' - - - - -- STREET- _ 1GE UiJDE GRGU �LI ELECTRIC LINE 09.23.2
,5 . 14:5' © ,•
MH 3P
�' - - h BAY EET O. NEW CATCH BASIN/DROP INLET, SEE DETAIL C, SHEET 2.50. OHT OVERHEAD TELEPHONE LINE Drawn
UP)
M 16' SY AMORE - - ^ 60' PUBLIC R%W - 31' g/B
SEE SHEET 3.12 FOR . • T
MECHANICAL AREA SCREEN 14" SYCAMORE 1 - O --UG I -- UNDERGROUND TELEPHONE LINE MSP
WALL CONSTRUCTION IUMP. - ` `- " - .. - 4 NEW SIDEPrHI_K, SEE DETAIL D, SHEET `L50.
4 • • S 85'S1'05"E - --FO-- UNDERGROUND FIEF RIP LINE
•- P - Checked
30, �B/g ,3. 370.00' \ _
I _ • . - _ -OHE O STORMWATER BYPASS STRUCTURE, SEE DETAIL E, SHEET 2.50. - W -- WATER LINE W JKA
j. ® 24' ao _ FIRE P
`' 0 R38' 13 (L.:' •- • a ® GRAVEL CONTROL ENTRANCE, SEE DETAIL F, SHEET 2.50. __ ` _ _ SEWER MAIL, Revisions
® I I I I / 135'11VEGETATED FILTER STRIP, SEE Ii __ SUP 1 Q 1 © ,,,; 1R62' o I I I 1 bp I I I I I I I ENLARGED VIEW, SHEET 2.40 1 0 O DROP INLET PROTECTION, SEE DETAIL G, SHEET 2.50. SEWER `JERVi E -SS-
.` 1-9.23.2009
CHILLER R2 I I I II I I I I I I I I Il -- D -- Sl UEtii DRAIN DFUTURE) u. HILLER I�j�1;� L=sss' 1 I I I I I R5' I ® SILT FENCE, SEE DETAIL H, SPIFFY 2.50. ARALIGHT3' PLANTED 1 � TU- ! `�� =50.0' - . x 37.0 P�T EL VA I!0 + 24.5A S8'55'44"E I :j1411
R14-5'' 9 OUTLET PROTECTION, SEE DETAIL I, SHEET 2.50.
6 R38' _ :°' O FH FIRE HYDRA1dT
�.) MEDIAN (1YP.)I O I - sss ss44"E
G-' R3' o w s5.o° - 7 .,:-...
10 HANDICAP SPACE DESIGNATION, SEE DETAIL A, SHEET 2.60. WV p� WATER VALVE N'U CHILLER B1 111 n o ^ `r- S816.03' _ WORK TC) BE COMPLETED BY OVYNER.
o . O CHILLER2
EXISTI 6 o II R 10' 116.03' i�) STEWART zocpTER-NEWELL
wATE' AIN-\' I ®,D - -© R�0' �R1 -- © � 11 HANDICAP PARKING SIGN, SEE DETAIL B, SHEET 2.60. THRUSI FSLOCKING ARCHITECTS, P.A.
I It "' R3' R3' `� 'R3, R10' NEW 4 V• GUIItR UP �" UTILITY POLE
D ®D �, © Ci 1 D' •• THIS DRAWING IS THE PROPERTY OF
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No .� IN nu I - - t"3 R3' `* •R14.5' f 13 NEW ORNAMENTAL FENCE, SEE DETAIL E, SHEET 2n0. WAY winiuur THE WRITTEN PERMIssI[;N of
�■ - - [17 - PLACE 1' INSIDE PROPERTY LINE.(BID ALTERNATE A-2)
1 5��iii � ; ® _© © n I I
JB JUNCTION BOX STEWART-COOPER-NEWELL ARCHITECTS, P.A.
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SITE LAYOUT PLAN -OHE- -- to o 5 10
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_ ` 1 Project No.
°v — ►`-WLBLILT-OVER MANHOLE
-- ,___ EXISTING8" SS z MH 1 BAY STREET — — — — 12 3 9
_T. O ^ 60' PUBLIC R/W - 31' g/g NEW MANHOLE RIM=12.2± _
- -- ` _� /�♦,� INV. IN FROM MH#1=1.47± III
tin_ _ SEE DETAIL H, SHEET 2.70
A. d, -�►. — __is__ _ _ INV. OUT TO MH#4 =1.46±
__ , _ - '� - _ INV. IN FROM MH#13=3.47 i
OHE -- — — _ _ t — -
Date
I,' — — — — ,S 09.23.2009
j,.1-OHE
/� :: MAINTAIN MIN. ET VERTICAL �► — - Drawn
I f EXISTING 6" DUCTILE IRON SEPARATION BETWEEN NEW ` ,•,� MSP
SEWER MAIN, TO BE 8" PVC SEWER MAIN ANDCheckedABANDONED IN PLACE EXISTING 6" WATER MAIN 22 !�• ■-r ►� 16" SYCAVIOH JKA
UP ,( �, _ Revisions
" TAPPING - I " 5 NEW W LLI<FTLMS EECEiD6 DI FIRE 1UMPONE STORY ) �® _ 1-9.23.2009
FBANE & VALV ATER MAIN(1) THRBLOCK ' ■� --�� . ■ 1 PROP SED @ NEW PAVEMENT SECTION, SEE DETAIL A, SHEET 2.50. EX IIS ZING ��EN
DWELLI\G (i) 3" TAPPING FW FENC! `; RO'4E_RHEAD ELECTRIC LINE
LL✓& VALVEIN ® 2 NEW CURB AND GUTTER, SEE DETAIL SHEET 2.50. - -OHE--
1h,� N - UGE UNDERGROUNG ELECTRIC LINE
NiN�� (1) T ��! T BLOCKING i 11 EN ■ I I `�1 ) ® NF'W C ATCH BASIN/DROP INLET, SEE DETAIL C, SHEf1 2.50. OHT-- OVERHEAD TELEPHONE LINE
® BANS. I I I
C n Ar n TEL FP HONE I n
N 3" DI DOMESTIC I I ; I UUT - UNI,E, ,R,,UND TT LFFNON, I�JE
I
I I I I a NEW SIDEWALK, SEE DETAIL D, SHEET 250. TEW"ARCHTECTS, PNAWELL
UPWATERMAIN \ 1 FO-- UNDER1,Rt)UND FIEER OPTI,. LINE
CTRI► SUPP TO VALVE ENCLOSURE, 11 a I 10RMWATER BYPASS STRUCTURE, SEE DETAIL C, SHEET 2.50. WATFP ! li•!E W THIS DRAWING IS THE PROPERTY OF
I IEELETRICAPLANSFORFULLAr=__ I I I I O T
EIRE �pIA 1 EF SIEWARI COOPER-NEWELL ARCHITECTS, PA
�, YN, NU I OBJECT TO FEDERAL COPYRIGHT
' CHILLER fr=__, GRAVEL CONTROL ENTRANCE, SEE DETAIL. F, SHEET 2.50. LAWS HIS DRAWING MAY NOT BE
iFNT,IF CO STRUCTION - (FUTURE) ��i Il CHILLER ® CI) - - SEWER MAIiV $ REPRULU-ED, PUBLISHED OR USED IN ANY
I ___�1' L (FUTURE)J y
�0 3EEWI�E ® I WPti WITHOUT THE WRITTEN PERMISSION OF
•
4 i ,
O DROP INLET PROTECTION, SEE DETAIL G, SHEET 2.50. SEWER SERVICE $$ STEWART-COOPER-NEWELL ARCHITECTS, PA.
MOBILE HOiV E NEW 6" DI FIRE D -- STORM DRAIN p
1
WATER MAIN ® O SILT FENCE, SEE DETAIL H, SHEET 2.50. AREA LIGHT `���t�Ultltit11
•
CHILLER 1 37.0 SPOT ELEVATION + 24.5 `O� CAR��4�4
CHILLER 2 ■li O OUTLET PROTECTION, SEE DETAIL SHEE F 2.50.
III FiRE L{YDRANT `, �' SS :��'1�'�r
_ LiII �� 10 HANDICAP SPACE DESIGNATION, S E DETAIL_ A, SHEET 2.60 Y Cf< WATER VALVE N A
_ _ _ _ WORK TO BE COMPLETED BY OWN R.
l --
C
THRUST BLOCKING t 1578 •.
I 19 �� ■li I (8, HANDICAP PARKINGSIGN, SEE DE AILB, SHEET2.6C). a� 2QCO ® ul 1 I i,F �'S UTILITY POLL loia‘:411/1);."1/4/11114:114:):::
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HANDICAP ACCESSIBLE RAMP, SEEI DE IAIi_ C, HEET 2 60®II - -numr - - OUGUY ^JIBEirEXISTING 8" TC a� - i - - h1W t7Pr,I NITORl;,� �ETORY ® n13PLA E 1' IN IDEAPROPERTYJLINE(BIDLALTERNATE A-2)
L
ONE S SEWER MAIN ■® JB �UNCTI�?N BOX
C/) II - - - 14 4" PAINTED WHITE SPACE DESIGNATION, TYPICAL ALL SPACES. WM ® METER BOXBR OK I (� ■■� I I - - - - WORK TO BE COMPL TED BY OWNER. E ® Ci) N® ■ u _ fviFl SAfIITARY SEVJr_R MANrUL� ivies S 1W_ELL (� In - - - _ - 15 SEWER SERVICE TO BUILDING. SEE SHEET 8.20 & 8.40 FORF, O `n�� - - - FULL EXTENT OF CONSTRUCTION. �H rnORM�SEw�ER MANHOLEC� c� c® Nnu L I ® _f M EWE DFL P INLET L" co
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® EFL E EXTENT OF CON .�� N
4 - n c c :. . I O.�
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w y �A.�.�,.•.•y���tl, �, I .. CON,-.RE
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1 I CO • n 1--- (.__Dz 0FIRE WATER SERVICE & ABOVE-GROUND ENCLOSURE, BUILDINGS �,%j mom
COM UNICATIONS o Lo
SEE DETAIL D, SHEET 2.70. t" E
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ill
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- - wABBREVIATIONS:
®n U � AST
E r r E N
„ , FN.
II cn �,'� 0 23CONt-BETE WHEELSTOP, SEE DETAIL F, SHEET 260. �,�I - ABOVEGROUND . TORAuE TANK i,F1P CORRUGATED MEIAi_ rI� a... U
NEW 4 PVC II - - - - I o c� H- ( ) I.IE = OVERHEAD ELECTRIC T,_, TERRACOTTA PIPE- - WORK TO BE COMPLETED BY OWNER. i{ = OVERHEAD TEL FPHi i'dF L r - NC PIPE
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EXISTING 67 u - - - - _ - W 1. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE WITH 1-'`I' = REINFORCED CONCRETE PIPE TIP. = TYPICAL _ �
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I I ■®n j PTO REMAIN 4. SEE DETAIL B, SHEET 2.70 FOR THRUST BLOCK CONSTRUCTION. Cam P - - - 5. SEE DETAIL C, SHEET 2.70 FOR TYPICAL TRENCH SECTION. 3
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OF ALL CONTRACTORS AND TRADES TO COORDINAIF 1HE INSTALLATION OF THEIR
WORK WITH THE INSTALLATION OF WORK BY ALL C f i-.R CONTRACTORS AND TRADES.
IEXISTING STRUCTURE 1O THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEM`;0 OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDiI1G ON ALL CONTRACTORS AND sheet
TO REMAIN __ REQUIRED
ENLARGED SITER9°HIC S{^AI F: I TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON oiE PR
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ENLARGED � 'AMP �I PROJECT TO ASSURE THAT
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. °-L0 G7, CONTRACTOR`` AND TRADE',
2.20 SCALE. 1

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---_- 11.21 j I
6J 12.90 i1 tll�l -OF �S OHE O OHE- - 11. 1 1': SEQUENCE OF OPERATION: f Project No.
14
EXISTING 8• SS - x 12.a8 x _ 1239
4JP
w = - 2.29 11.74 . 1. SECURE PROJECT PERMITS.
7,77.. _ = MH 1 - __ _ - - -_ OHE �I EN E.
PROPERTY UNE - 7:_.;
xA 2. GordDucT ARE �oN TRIJ+ r';r,! CorJEER G_=--r BAY STREET !^y' -__ -
UfT � /��� 11.78 11.4 . _--= - -�- t _ GR _� )L Ft!1 RAN_,E_. STEXI RUCTURESTING OSUMMAR RM Y IXSEWI ER MANOLNG STORM ENSUMMARY D Y EXI�ER t�iANOLE SUf�iMARSTING STORM AND ��I"� - - - � �.. - 13.13� -___ - 3 INsrAI L AVEh rnNTRf c�-------_ • - �. ,�:� -�,.76�AC�ES TOTAL - -- - � .-_ • ' .- - 60' PUBLIC R W - x12.47 - - -- -- � -� a_ 4 �� <',�I- � / 31' @/g x 12.41Y :. 4 INSTALL i T FElvi'IN��12.88 I �sTy�snn � •ei .MH _-_ E;,I':II (lI t ► `i� 1.43 HE _ -1 5. CLEAR AND hFEN SI?E AND C MFLFTE DEM )I!T![)N. Ei! ? MH I-�-�� . _ °f - _ ,,u 11.35: c,HE- 1. tIVoHE- - t 3 i---- _ - MH 2 -- 11P ri
- 1 - :,1 Jf _.,� Date
OHE �! 00 12.97 - - - _� � EXISTING $ 1 _ 6. INSTALL STORMWATER INFILTRATION BASINS TO ACT AS SEDIMENT BA:A
• . ter �-- x7. CONSTRUCT SITE IMPROVEMENTS.r- - ,._ 11.74 atNTS. I, ,
E E l ,'TOM TO 8 ;r 09.23.2009
--- 3 4� _ 12.44 --- - - ::-Pi
' J 1 r .M Iti/. CJT f,H.�l 1:87 J IPP Ilir=7.34i 3.35 r , .•91 3' x 13.64- 1273 TC- �� �� S $S J- • �� •� t3.58 13.62x x 1? 6 - - - - �' r� MH3 x11.87 J : Nv UJ FFnP1 DI 5=7.48
128� ; r ,`'� 13.4.., .56fTfk 13.40 S- - - v 8. SEEC .AND MULCH ALL DI TUBBED AREAS '- - - - _ - ---_ -__- ._ _ - B S L I M DI 6=7- - - - - - x132� 1328- x i 12.26 - ,..., Fn AY R,NRFE INV IN �Pn,i hs ; ; 1 98 PJ1 iNFu I i7Drawn
1t.' - ,•� x MH 4 pL;g TESTABI ISH VEGETATIONUP ► - - �ii 13.5TC 16 SYCAMORE i 3.49 - _ _12.13 --.- _i'x 13.1 ► x 13.66 x 13.51- x 1207 - - ; l!►�� g�g9 REM ^ I h;r•v,l_ CONTROL EP;TRANCE. D! L IM$P
14" SYCAMORE - - - _ - f"{H Checked
yI i x13.23 --$- iOF- ? 61H`' - _--- x _ _ `0_ i ��;`' ►'� - ':^, _ 10. REMOVE SILT FENCING.
ONE STORY �/ 13.5TW IUMP.O� 13•,� ;© 13.49- - `__ QQ �\ i 1 9° 11.37� INV. 1N FROM RIM 11^39 E.111 14.12 i
FRAME 13.• -•'--. --- - 3�`5�2.,
O I ' - 6 - • - LEVEL SPREADER 3.42 r -3y� ,;, P- OH MAINTENANCE PLAN: MH 5=8.59 INV. OUT TO D i b. 3 INV. Ui=9.46 JKA
DWELLING 3.04/ X 13..► 13 I. •---- -- 11.64 INV. J FROM PaFi "=8.a8 Ild'� IN h D! 13=9.52
► x 4•0 __ 1 1. ALL EROSION AND SEDIMENTATION ATION Ct1NT?i I
39 ® O - _ 1 DEVICES F` SHALL BE CHECKED FOR
w 1.96 DI-3INV. IN FROM D! 9=9.56
Revisions
13. a 15.0 3.31 x - STABII `r AND OPERATION FOLLOWING EVERY NUNOF PRODUCING RAINFALL TO?=11J2 MH INV. iN !1=.iihf D! 11=9.6
�'SF 4.0 ' x 13.T ® 13.57 .15�13.56 x x •. DS#13 © 1 �; 12 - 4.3 2.7 2.29 11.88
12VEGETATED FILTER $TRIP $ ` EVENT AND IN NO CASE LESS THAN ONCE EVERY WEEK. � 1-9.23.2009
13.36 x ' 4, ll;� I I I I :x & r1'• . • 1 .26 \ j _ ANY NEEDED E:'A.IE INV. OUT TO RIM 1.�;4
► I I I I 1I-- 1 X ENLARGED • .�, ; , u, ,
E.2' WILL BE ,JADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATING MH 7-c 62 INV i 01 TO I H 9 46 MEI 10
UP , �.,, I I I i 15 2 _ ' SHEET 2.40 x >� CONDITIONS INTENDED. OUT !
DS#15 14.8 I I i i I I 13_-1 _- - • 1 3.28 x ' • N` J ENDED;: D N( RESEEDED , c. Ir,V T TO ,i 0.}4 F,I I .89 II
► X3.53 61 (�� + J I I I I DRAINAGE CCES AND 1 11. L, I
I
► CHILLER 15.2 I MAINTENANCE I I iI 2. ALL ACT,: WILL BE >CEDED, FERTII.,71 . AND AS NECESSARY AND DI 4 INV. .�111=8.25
x CHILLER i EASrMENT AREA I 9 6" 2.38E 308 11 TH ST.
.2 ► r /EuruRt> Euiu .5 •I x 13 ' 15.2 I Q DIAMETER (AVERAGE) TO SPECIFICATION'S VEGETATION t MI-1 4 INV. 29
DOUBLEWIDE "`-'� I • I ;� C MULCHED F.CCORD{rJG IFIC,111GhJ IN THE VE' E Jt{ ON FLAN IN ;RUFF' R ,. .30 w. 1N
I --.�,,.J '� x 13.94 Z o 15.0 - P UNDERLAIN111.92 i ONE STORY ;- ,
MOBILE HOME i.21 ► x 1 .70 x 13.63 x ,� -.-___ I TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGE.TAT VE COVER. N OW +l RIM 1 ! '
x gyp, 13.77 x 13.66 a WITH FILTER FABRIC BLOCK
13.50 1 ► x 13.8 13.64 A Cox113.60 x 13.78 (15.1 �• N 3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUB!IC L•I 9.40 IN I J FROM 1,1P1 1=0.46 "^'1 1 I
► 15.•I�, x 13.75 DWELLING !NV. Cil(-i.44 RIM 37
o x 1 `i 1.9 • I ROAD �,r1ALL BE REMOVED UN A DAILY BASIS.
® CHILLER �) 1 .1 -- (CJ TEW'AP.T COOPER NE'�JEL
► CHILLER #2 11 ¢4 x 15.1 13.40 X13.29 X ;1 4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAfv1 SILT FENCE, :K' 5-0.77 INV. OUT TO MH 1 =7.7? ARCHITECTS, P.A.
r EI INV. IJ FROM MN
15.5T -1� 3.33 co 12.4 IUE'= 1 1 ;;, SECOND INV. 3.74 IN'v. Iv 80
► ®� - .17 1 13.80 -� 14,9 I I INFILTRATION BASINS WHEN IT ACCUMULATES TO A DEPTH OF 6 INCHES. TO 15.2 n - DS#11 �� x 13_ 15.5TC __+ INV. OUT INV Ird T�.�1 THIS DRAWING IS THE PROPERTY OF
► ►' 15.0 �.6TC 15.6TC 15.4TC x 13.8E 78 159 II x ? 5. THE STORMWATER INFII TRATION BASIN SHAH I BE CLEANED OF Al _ STEWART-COOPER-NEWELL ARCHITECTS, P.A.
13.68 /1 Pr I U - n �� ---� # 5.6TC 1 6TC ANC IS SUBJECT TO FEDERAL CUFTRIGHT
13.3, ► CO x ,,, T , DS 10 v U�1. 15.4 x - +---`-___ �_.-.. cnMH 8 8 M i ., INV. ;d-1u.83
G u 13 6 i _- _ - � � 12.1 W � RI RAPS. THIS DRAWING MAY NOT BE
iR:;; ----_! x ACCUMULATED SEDIMENT AND RETURIdEt? TO ITS DESIGN ELEVATIONS UPON
X ' / n 4T �? M I IrJ'\�. rJ= .17 REPRODUCED, PUBLISHED OR USED IN ANY
14.74 I ► r
4. ! 14.05��I * 1 � - ` - I ' T� _ _ •T, ! 12.59 t UMPLLTION OF CON�TPUCTION. D{ 6 IN'J. iiUT T , Mn 4=7.91 IN`d. iid 13.03 WAY WITHOUT THE WRITTEN PERMISSION OF
ONE STORY ► t 2 i"-' 61LF 1T�p� 1 �;� j � �4 I! 12.97 1` STEWART-COOPER-NEWELI ARCHITECTS. P.A.
14.so �'• ii��il n . - -DS#9�. I , i TC F=12o 1 Ir1', _t
BRICK ► 0"/
► .�I ,� I h� 14.18 - - - O 14.8 15.2 s II • 2.65f ° INV. OUT TO MH 12
13.3� 1 ► U x 14.11 o �„ 306 11 TH ST.
DWELLING f C _ - I I I CONSTRUCTION TRl c MH 8=9.81 MH i; RIM 1
► _ _ 4.00 a�y, h� qND - - - C Z x 13 y i TC SITE C�,N�,I;,1r,,TION SPECIAL CONDITIONS:
,
3.�7 - t3.96x . I i ONE STORY
13.33 1.41, ► �., P -MAINTE ' C1I AREA •: INV.=11.7 , , II I ; 12.37 RIM i 0. INV. OL1T - MH 1=7.75 ���wtCgR/��ix ► ,. . „ ® _ , . BRICK Y► C? ,► [•• - - �. 10AAICTZ 1 xt4�6IIP3s,J I I1. ALL BORROW M.4,ATERIAL TO BE UTILI?ED �irJ TP I-Ir T MITE HAIL B= OBTAINEDDI 7 INV. OLIT-v(i.; � •• ••$��,• :��t3.86 I .. T ... S E •.
f x I D E NG TOP-12.t6 INV. IN FROM M =6.1 i MH 1.
1 -4'I DS 12 - - - - \ •� • �, t3.8a �I'3 ! I t2.3z ,? FROM A PROPERLY PERMITTED BORROW PIT. . �y
15.1 - - O o °. INV. OUT TO RIM=14.15
° -- i � x 1 - 1 ), 1132 82 2. ALL STRIPPING MATERIALS SHALL BE ,47TEG TOPSOIL OH THE PROJECT SITE.
_V_ I 15.8TC __ i ; I MH 8=9,6 "1H , INV. [TUT 6.94 ! •i�'
,,............„,„...,,_,,,, , 1 NMI 53 15.2TW (.� MH 13 - x t4.o3- 14.0� - - - - -_1 i� x 13. o iI 11 > , I t57S
►1 x a I' R 1 INV. IN mom MH 11=6.99
j15.2 - - - - • 1'.37 w \ I. 11 12.62 x DI-8 INV. CU i TO v r1 c, / 12 INV 1N=10.13 i •• 401 ..
14.38 14.0 _ - 744- 1 o N iii re • X - q x°O _14. '[' ui I TEMPORARY POOL=13.75 \ II I 12.4 12.9I_F E�`�(� r�= Qi? f i • F�QI •, '� ,�••
TJ 12 INV, J FROM I;! r ,r
1.1_5118-Bc
14. - ' I •'� INV•=11.17 36I I INV. OIJT TO INV IN FROM MD =7.17 �Y ` - ",x ' b en t5,1 - - x 14. - -� , I �ti: x 14.25 I, j 2.54 . //� N K.A ��14.07 I /l J 33 ��u1152 23 - - _ D1 \ I.6 II 306 7EXISTINt� �.��?��� DI i3=10._�1 �hlglllll>>��• _ � - _ _ x 14.37n � � � I �04 11TH ST.3.62 m /o n 15.D , - - - tiQ�. 0 I• I ! 130E L_ ONESTORY - OHE-- OVERHEARD ELECTRIC LINE DI 9wry I ► f ►. D 14.19x+ 15.8TC DS 1 1, 3r nX II x 13�2 i 12.79 1 RAME - UGC - UNDERGROLIrJD ELECTRIC LINE TOP=13.16 I o15.6TC # II x I 1251 o14.43w , ► C 3.83 15•U �„ _ 15.2 14.43 I (- INV. OUT ?O`x u' -13.' �I .' EXISTING 6" DUETItE ' N - INFILTRATION BASIN I i "' IDW LLIrJC; - HT - OVERHFA.D TELEPHONE LINE I a�w
�al. u •®° \- - 6 I i' i 13.09 °
--HGT-- UNDERGROUND TELEPHONE LINE
MH 9=10.41 �r o ��
"' �� '��\p�\ - - i I. d- SEE ENLARGED VIEW, SHEET 2.40 I III I i 3.20 1 12.6 ,�
ORY ► x . ., ami \f� \SEWER MAIN TO REMAI 3.82 /2, _ - �; CV ►•.
I ' �I� � `��� x 14.15 p A�. I -
3.8( ► 152 -/- - - x 1 "3 - - - n OW --FO UNDERGROUND FIBER OPTIC LINE Di-10 u� cv cYj c•i
x 14. _ �i . I ' .. - W -- WATER LINE W TOP=1' 2' W ° 0 0
NG �, ► �D b9� - - w 14.50 •Pf I • �►�� WATERINv. OUT 10 �. to 00 C0
► ��T x 13.84 /- - ix-14.3.
,� 1 x 14.4 3 Ii� r FIRE I i 1 �� gc8PROPOSED �■_ \ \ ) -r ►� cn x �lx11 - au x 14.31I - - ll 9-11.CT4 SI),1. BOF�I,d(, �(1th11�N ■o coC I_ I MH 5 •/I - S - EWER MAIN $ I v►cv ;a ..I �►► STRUCTU: ��- I - .-1IIi = a�
'c` nco o - - - x 14.36 cv a I SEWER SERVICE. SS I- co m cMH 12 ���i =15.65 o - - - - !•r' D, ii oTJ 13.4(►::� ►, 14,083 SF � r \ - - - - ► 14.46x- 1 UP!:
P I 302 11TH ST. -- D -- STORM DRAIN --p-. L'= iN v a..._
N NCO x 1 7 15.8TC 1-.--;"..
5. ; I x 14.41 x 14.38 I 1. OHE- -- I OfdE TORY AREA LIGHT INV. OUT TO O
► 411111111111111148 I IRAINAGE ACCE AND _ - L, M
3.92 15.32 14.11-- I FRAME X 37,0 SPOT ELEV`ATIOI'J +24.5 MH '9=10.2iiim L
► x x x x 14.2o 4.4fi ENANCE EASEME AREA 1 I I ii �_ - INV. IN FROM N
•��� \ x 14'39- - DWELLING .,_.
I ° ► s C� \ \� 32 - - - - x 29 - - _ - INV.=11.75 I I HYDRANT DI ?2=t0.22 NO WETLANDS ARE LOCATED WITHIN THE PROJECT LIMITS
2 - 3 : �1 ° h I 1 L n FH � FIRE HYDR ( ■
\�� ► 1 .4:�n �\ 14.43 - - x 14.37 11 Ai O 14.4,, I = 1 'y. ; UP .-..
x 1 .31 - p _ "4.4 ,» „ • I I, WV G4 WATER VALVE ►�
O I ► o J I - x - - 14.31 - - 1 •• x I. Di 12 ��
�,��t► 14.36 THRUST BLOCKING
► cn • ���Slam
, S.�iW x14.41 - - x - _ - II x 14.49 II i ) TUN=13 i0
I ) UP UTILIT( POLE INV. OUT TO Ep
4.49 I ► - -61 I..:
DHE- �`'��® Ds --_-� (2 •"-F'E p,,�4 - u TEMPORARY POOL=13.75 I I I 300 1 i TH ST. < GUY WIRE DI-i E t0.40 c�
► ' ' y • _11 i --- III �1 8 I ' - DS#2 - D �---- J ! w • ONE STORY N
ru I fs7 .F.
4.44 ► ®��. cox x �y76 4.69 2 ■..�1 I 1 r�s' 14 I I ' CI 13 c�
o MW MONITORING WELL
49 S. 15.5�`C 15.6TC 15.6TC % °'' 15.1 FRAME
-- - ° ° "(' ' CO 5• . f68 - I i • JB o JUNCTION BOX BOUNDARY PHYSICAL AND TOPOGRAPHIC SITE ' +•�
15.5 DWELLING TOP=1.;.0o I �...
�. '° i4.6: 15.7TC 15.5I1 j TC 15.6TC x15�. 0 5.5 , 1TYy ®® 1 , _.Q. _ �\ v wry METER BOX
INV. our ?o DATA TAKEN FROM A SURVEY PREPARED BY
► 7) =13. 1os#81 x x �G 15.7TCx 14.60 TC �.�, 5. 5.65�W I ; MH 9=`�.ao ' L
MH t� SANITARY SEWER h4hNH0.._F MH JAMES I. PHILLIPS, PLS, DATED APRIL 2007. ■1 r„ 14.72 QMH D)) STORM SEWER MANHOLE D V
► 15. 7� s�. 28 ' " 15.3 x 14 7.8� J x 14.45 I I I U
FISHER STREET / x 14.s1 14.7s x 114.45
60' PUBLIC R/W - 31' g'@ s I ► 2LF 0•xP ` x 1 15.3 �� ' III i
°• -- DI El STORM SEWER DROP INLET ❑® i A� v�
R f o ► 6 15.28 15.29 ^�' /
- • 8 I 15. it�4.75 a 14.78 15.5 �' 15. 4.43 I / i p =- CURB AND GI_JTTER
<�, -__w� x 15.0'I 14���� � Ii� , �:I L,4 i MH 6 OH E - _ ° i.
• �30x I .., XS4.85 1�F ,��� ®�o� r �� CONCRETE F CO
CD
► N # -5 4.63 14.56 TO 14.40 x DS#3 EXISTING STOCKPILE OF x A05 . , 0, D _ D- _ NOTE. 0
U 14.71 O 18 RCP
- ! ',\4.89 ; Er) 8 x15.31 x t4 as fi UP DS#5 ,;;; STONE BASE CQ MATERIAL ' L:
4.76 I .3 X ' © CONTRACTOR sHA :UrrluzE THIs I _ 1. ALL BUILDINGS SHALL BE PROVIDED WITH A ROOF GUTTER SYSTEM.
15.30 14.50 ( �• FISHER B NOTED ASPHALT PAVEMENT
•
° 14.86 O x 14 2 14.8 \ONT\ 1 MATERIAL FOR PAVEyFAITvE uGT ., ho' Pu@uc R w / ALL GUTTERS SHAL -��R> c•�co i UP couRSE MATE , As 6iED - L DISCHARGE TO THE PARKING LOT AREA
OR TO ROOF LEADER SYSTEM. 'F'■'E • Io CO NV.=13.•� P HE/� IN THE BIDDIt DOCUMENTS '� - / M
NG ° •J
X 14.70 IJI �S � /x 14. ®���®�® T / FUTE STRUCTURE I l ABBREVIATIONS. j 8 c
UNITS OF ISTU•':ANCE IS I - / 9 7 SF �`QOTPRINT) I < r I AST _ ABOVEGROUND STORAGE TANK CMP _ CORRUGATED METAL PIP I •n
208 11 TH ST. OHE - OVERHEAD ELECTRIC Ti TERRACOTTA PIPE I -• caN.
PROPERTY UNE -
x14.71I i.58x (3) C.O. IN I I a ° ONE STC)RY OHT = OVERHEAD TELEPHONEPVC = PVC PIPE �'c ..•
► 4 �I uG EL G _ DRAINAGE STRUCTURE SUMMARY •�•+ :T.
� o4.76 ACRES TOT METER BOX ` I ° FRAME E = LINDERI ROUND E TRh PE = POLYETH't'LErdE PIPE ..0rrs15.OTW .�,�. ° •e .; DWELLINGUGI = UNDERL ROUND TELEPHONE T DI = DUCTILE IRON PIPE s x
I STRUCTURE RIM INVERT INVERT NOTE
�® 6• pVC S 1 c� V
\ ^I RCP - REINFGRLED CONCRETE PIPE YP. TYt Ir_,AL v► Q..�(UNCTION MH = MANHOLE DS#1 14.9 12.0 DROP INLET FRAME & GRATE
ONE STORY ' �MH 11 �� s',� �' Ii. • JNCT -
BRICK AND FRAME '35 IIIIIIIII
1� - CSS \ I il-
I ALT = ALTERPJ.ATE MIN = MINIMUM DS#2 14.7 12.3 - DROP INLET FRAME & GRATEDWELLING x 1458 x151 N \ -� I DS#3 14.6 12.6 - DROP INLET FRAME & GRATE
15.2TW I I
4 DS#4 14.7 12.7 - DROP INLET FRAME & GRATE
{
. W. 3.94 I it fir, 1 I I DS#5 14.6 13.0 - DROP INLET FRAME & GRATE
I NEW WORK ITEMS
•.25 15.OTW ® EXISTING STRUCTURE a I II I I Q DS#6 14.6 13.0 _ - _ DROP INLET TRAM & GRATE
DS 7 _
3.90 I EXISTING ''AMP 16.37 TO REMAIN I i # 14.7 13.1 DROP INLET FRAME & GRATE
cii
0 REMAI 15� 6.3 oI 1 i 206 11TH ST. 1 NEW PAVEMENT SECTION, SEE DETAIL A, SHEET 2.50. DS#8 14.8 13.3
x t 4.47h .25 gg I I ° ONE STORY
O DROP INLET FRAME & GATE
15.14 15.81.
col I III' i FRAME O NEW CURB AND GUTTER, SEE DETAIL B, SHEET 2.50. DS#9 14.7 12.3 (BASIN #1) 12.5 (BYPASS) DROP INLET WITH WEIR,
DRAINAGE BA IN #1 �, i I DWELLING DS 1 - ELEV.=13.75
.,,
DR I , t I jO3 NEW CATCH BASIN/DROP INLET, SEE DETAIL C, SHEET 2.50. # 0 14.7 12.7DROP INLET FRAME & GRATE
DRAINAGE m ::
DS#11 14.fi 13.1 - DROP INLET FRAME & GRATE
AGE BA IN #2 ! r_ I
�' �4 NEW SIDEWALK, SEE DETAIL D, SHEET 2.50. DS 12 14.8 13.4 - GOP INLET FRAME & GRATE
OP I il
ST DS#1315.112.2 - PROVIDE MANHOLE COVER
3.72 O5 STORMWATER BYPASS STRUCTURE, SEE DETAIL E, SHEET .. tI.
I �`' i . 1 IDS#14 13.0 9.0 - DROP INLET FRAME & GRATE
�►' NH 10 204 I tTH ST. -
°' . /� ��' ° ° I I ONE STORY © GRAVEL CONTROL ENTRANCE, SEE DETAIL F, SHEET 2.50. DS#15 14.6 13.4 DROP INLET FRAME & GRATE
I WN I - I I I
I \ I ° ° . �soo ` 1111
III FRAME DRAINAGE BASIN #� O DROP INLET PROTECTION, SEE DETAIL C, SHEET 2.50- PIPE LENGTHS SHOWN ARE APPROXIMATE.
� r`E`•LiNG _
• ° - I I I I DRAINAGEIN 2 0 SILT FENCE, SEE DETAIL H, SHEET 2.50. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PIPE .
3.5# I ' STIN PAR\ING 4I I
0 R: ° 8 I I ° LENGTHSDRAINAGE STRUCTURES, AT NO
TO CONNECT
° i i O OUTLET PROTECTION, SEE DETAIL I, SHEET 2.50.
ADDITIONAL COST TO THE OWNER.
I �� 23" OAK / / I �__,
`0 • 22" OAK ISTIr I I I
(1)
HANDICAP SPACE DESIGNATION, SEE DETAIL A, SHEET 2.C.F
//� I fi lMA IN n' WORK TO BE COMPLETED BY OWNER.
� '_� REMAIN � I�° ,� I I W
3 42 •"I EXISTING PAVEMENT I I j I 11 HANDICAP PARKING SIGN, SEE DETAIL B, SHEET 2.60. O 0 z
_ '' I ✓ ,- TO REMAIN �V I I
cc
' EXISTING PAVEMENT - V I 'CO -i
• ° TO REMAIN / , O. HANDICAP ACCESSIBLE RAMP, SEE DETAIL C, SHEET 26r-I �L1 b0 W O
,� o� � 1 I I ° I z z
\� �,. ! °a l I I 13 NEW ORNAMENTAL FENCE, SEE DETAIL L, SHEET 260. GRAPHIC ;CALF J' r•14` 7 r O_ U d
/ O PLACE 1 INSIDE PROPERTY LINE. BID ALTERNATE A 2 I J U -"1
� CD
- 1500 ° II a �1� a.
NI , e4" PAINTED WHITE SPACE DESIGNATION, TYPICAL ALL SPACES. L 1 I 0 _
23" OAK I 'I a WORK TO BE COMPLETED BY OWNER. GENERAL NOTES:
3.47 �; ° I 200 11TH ST. U��
UP
�� • I ONE STORY (71--) SEWER SERVICE TO BUILDING. SEE SHEET 8.20 & 8.40 FOR 1. REVENATE All DISTURBED AREAS IN ACCORDANCE WITH B\ ` _ � ---- 0 O Z
20" CEDAR ,,, 32 OAK 27" CEDAR . i �'T� FRAME FULL EX IENT OF CONSTRUCTION. THE PROECT VENATION PLAN, SEE DETAIL J, SHEET 2.50 Z T ZCI
I = / / ° °a 25" OAK Mint �' I �SCC
BANCE IS 3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN. A, F. PROJECT_ O; f) ;�, Q H .1- Q
_____j DI-11 _� 12DRCP �- 15.00 - �� ■■� q DWELLING 16 WATER SERVICE TO BUILDING. SEE SHEET 8.20 & 8.40 FOR 3. SEE DETAIL A SHEET 270 FOR VALVE INSTALLATION. �_
1JP - it°' ° FULL EXTENT of CONSTRUCTION. AVOLIS ENGINEERING, P.A. Z U
CD
N, -" o .I PR UM • 4. SEE DETAIL B SHEET 2.70 FOR THRUST BLOCK CONSTRUCTION. s
-OHE- Lc.
<� I = - «• Q 5. SEE DETAIL C, SHEET 2.70 FOR TYPICAL TRENCH SECTION. 1 4 oa,NLw BF N,Nc 28561 0 Q
a/ ,� ° . ° viiii • ° • �i,m II 4.76 A S 4T TAL � 17 NEW 1" IRRIGATION WATER SERVICE. SEE DETAIL G, SHEET 2.7u. oss,EA.,( s Te T-eso� 0 cl
DI-10 rrCO
• I12' RCPI- �'-p�� MH 9 I1 " •�•" R O SEAL AROUND ANNULAR SPA WITH - vI -_.___---
" I DI-3° a D
3
1$ CORE EXISTING MANHOLE, INSTALL NEW 4 PVC SEWER ER"C" LJ.I
12' RCP 4' D ° ° . - -
�I - WI SHRINK GROUT. - ------------
'I SPACE HNON ; Z = W
° . . ° O CLEANOUT SEE DETAIL F, SHEET 2 70 I w W O
-___- - __ MH 7 a I 1......L__ 19• 4 - NOTE
N �ti ��� o�\��° R I BRIDGES STREET °
F �p 60' PUBLIC R/W - 31' a/e I UNITS OF DISTURBANCE IS -- - - - -oG --____° a •b ,`'� �� - 20 DOMESTIC WATER SERVICE & ABOVE-GROUND [NCTOSIIRF,
�_. I C �: C C\ \ PROPERTY UNE I SEE DETAIL F, SHEET 2.70.
HE- _ � �_� ALL NOTES APPLY TO ALL DRAWINGS AlA A [RA DE
DI-7 i 11-4 O IS THE hE. FON ,IE IiY
4.76 ACRES TOTAL _ MH 8 2� FIRE WATER SERVICE & ABOVE-GROUND ENCLOSURE, OF ALL CONTRACTORS .AND TRADES TO COORDINATE THE_ INSTALLATION OF THEIR
OHE- _ � ,•_ - -1 _ -
girl P 1 t3 OHE- _ �" - RS
-ONE- - - - '!'-=( WATER MAIN D 12• RCP
�� SEE DETAIL D SHEL 1 2 70 WORK WITH fliE INSTALLATION OF WORK BY ALL uTF ONTRAI TuR` AND TRADES.
O� DUMPSTEP. PAD, SCE DETAIL SHEET 160 II g U )r D THE REOUIFFIv1ENTs OF THE DRAWINGS GENERAL RE0IIIR'Eiv1ENTS AND ALL ITEM:;
A OHE• - - QVC ?°l `v� BRIDGES STREET sheet
SITE GRADING PLAN I ` • OHE � �, OF THE CONTRACT DOCUMENTS ARE EQUALLY LIND ON ALL CONTRACTORS AND
-
w• ---__ ° a a __;p4 I oJC R/NI - 31' Bf@ gCONCRETE WHEELSTOP, SEE DETAIL F, SHEET 2.60. TRADES. EACH coNIRA.aoR Is REQUIRED 1 Ma111[a1^1 Hill SETS of 1HL CON
D _ _ WORK TO BE COMPLETED BY OWNER. TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT
2.30 SCALE: 1"=30' i -OHE _ _ - 2 . 30o - ° .'IIIOHE OHE- -6I� -1ALL WORK IS PROPERLY OORDiNATED AND IN ^t LLI. WITH THE WORK OF OTHER
_____ t ONTRACTORS AND TRAi}E. .

! Project No.
1239
____ O III E- _- . 15.01 -_ INFILTRATION BASF SUMMARY _EC N
NEW WORK, ITEMS
I:8B_ a z 1 1 .78 SEQUENCE !F OPERATION
- I' - �� - 1 SECURE PROJECT PERM! Date
I ��I�;T1�vI� �'� I)���� Lei I/I} - ��� IML1 11 ® NEW PAVEMENT SECTION, SEE DETAIL A, SHEET 2.50. ELEVATION SURFACE AREA EXISTING' \EW 2. CONDUCI PRE-CONSTRU_TION CONY FENCE.
�.�lr� - - O I 1 3. INSTALL GRAVEL CONTR L r ;; .AN,::F. 09.23.2009
SS 11 .35 O NEW CURB AND GUTTER, SEE DETAIL B, SKEET 2.50. 1 1 •75' 10,379 SF --ONE-- OVERHEAD ELECTRIC LINE
--UGE-- UNDERGROUND ELECTRIC LINE Drawn
- ��14. !Pd` 1A(( SILT FENCING.
BAY STREET - 5. CLEAR AND GRUB COMPLETE �+ -
10 714 SF �hL6 N ! I
60' PUBLIC RjW 3T g B 3 NEW CATCH BASIN DROP INLET SEE DETAIL C SHEET 2.50. 12' -_ - iSITE C DEMOLITION.
/ x / - OVERHEAD A TELEPHONE .E TLIT ON.
- .T--- 1 � .74 � O � � OHTG F HE D .ELFPH PrE LINE
MSP
i4j ,jai 1 ' R#III. - Midi 3 x 1 1 .87 !! ^ E INSTALL ;TO I ER IN:IL TPaTION t'i;SINS TO 4c_. ,"� rFI',PJr:�.- BASIN
-----_. A!!d 13 1 Z 096 SF --UGT-- UNDERGROUND TEl EPHONE. UNE
S` - �- --- v / ® NEW SIDEWALK, SEE DETAIL D, SHEET 2.50. T ,,,_ Checked
• s IEPJ ,TRUE: SITE ME N
• _ _ -12. . _ - o MH 4 -FO-- UNDERGROUND FIBER OPTIC LINE H �, n. JKA
N • x ---- - 12.26 _ /4�il O5 STORMWATER BYPASS STRUCTURE, SEE DETAIL E, SHEET 2.50. 13.75 13,180 SF8. SEED AND MULCH ALL E.STUBBED E;I ,:
x 13.51 - - - - - - _ _ 12.07 - - - ��►�/ - - W F ,J.�F I E, VEGETATION.
�, 13.49 12.13 �' - W- WATER LINE
x 13.23 x 13.34- - - 1 - 1 14' 13,551 SF FIRE ;, , ` „" �r Revisions
x 13.4�- - - -_ - ---0O O.0 7_4 - - ® GRAVEL CONTROL ENTRANCE, SEE DETAIL F, SHEET 2.50. 15' WATER �1 9 ( 1 n JtL CONfN+_L EFi t �NCL
• ��� 1 1 .92 15,077 SF -- S -- SEWER MAIN 10 ( �.P'UVE SLL( FENCING. 1-9.23.2009
z 36'$ � j2� !� I 11 .
Q P O DROP INLET PROTECTION, SEE DETAIL G, SHEET 2.50. SEWER SERVICE SS
! �.�'„`4`�.,.,,- - _ �* MA TN E ANt:E PLAN:
C�HE
o " _ $ SILT FENCE, SEE DETAIL H, SHE -- D -- STORM DRAIN
64.5'f � !� D
i 11.64 O AREA LIGHT 1. ALL EROSION AND SEDIMI mA RON t i}IJTROL DEVICES `:,HALL BE CHECKED FOR
DS#13 /�T- _
_ .50.
0
_� �. 1 .96 STABILITY AND OPERATIC J FOLLOWING EVERY RUNOFF-PRODUCING I NG RAINFALL
Z p 7 ' �� .0 2.7- 2.29 ) 1.88 O L I x 37.0 SPOT ELEVATION +24.5
2LF 1�1` 9 OUTLET PROTECTION, SEE DETA 3SHEET 2.50. EVENT AND IN NO CASE LLS`) THAN .141E EVERY WEEK. ANY FIELDED REPAIRS
x & 1 NV 1 '�� I FH -6- FIRE HYDRANT F T^ r
SEE SECTION C, THIS SHEET
( � _ 4 � WILL.. BE MADE IMMEDIATE_Y ICI MAIN I HJN ALL DEVICES IN THr. ,1,IPERATING
x • ' : � 13:26 _ I 1 Q HANDICAP SPACE DESIGNATION, SEE DETAI A, SHEET 2.60. © STEWART-COOPER-NEWELL
.SJ X y 1�• r'� ' WV Pa WATER VALVE ►� A NDITIONS INTENDED. ARCHITECTS, P.A.
\ c� WORK TO BE COMPLETED BY 0 ER.
I I i 15.2 , �2 � EVEL SPREADER, ELEV.=13.2 ;;;; I e 2. All :AREAS WILL BE SEE Erg F ERTLi DTI, AND RESEEDED A ; PEE( ESSARY AND
I I I I 13.41 1 3 28 x I I 11 HANDICAP PARKING SIGN, SEE ETAIL B, S EET 2.60. THRII iT BLOCKING 4 _
O DRAINAGE STRUCTURE SUMMARY WI cHED ACI �_IRDING TOORDER THIS DRAWING IS THE PROPERTY OF(�� F't, IFIIG RODS IN THE G�t,t T TI VE PLAN IN ST N RT-COOPER-NEWELL ARCHITECTS, P A
I 13 , 111 . 8 UP UTILITY POLE
I I DRAINAGE gCCESS AND • �- T(} FSTABI ISH AND MAINTAIN .A VIGOROUS,�� AND c; SUHJE(:T 10 FEDERAL COPYRIGHT
MAINTEN CE EASEMENT AREA j 0 6 DIAMETER (AVERAGE) ' 1 2.38f I KDHANDICAP ACCESSIBLE RAMP, EE ETAIL i , SHEET 2.60. STRUCTURE RIM INVERT INVERT NOTE G DENSE VEGETATIVE C;i)JER, LAWS THIS DRAWING MAY NOT BE
• : I GUY WIRE REPRODUCED, PUBLISHED OR USED IN ANY
ONTO f WAY WITHOUT THE WRITTEN PERMISSION :r
1 1 1 18" RIP-RAP UNDERLAIN Q 1 C g
DS#1 14.9 12.0 - DROP INI�T FTiAME & GRATE MW M`JN(TOR'fJG N1ELL 3. ANY SEDIMENT TRACKED THE ADJA+ ENT PUnLIC
STE.WART-COOPER-NEWELL ARCHITECTS, �� +_ WITHFILTERFABRIC li
NEW ORNAMENTAL FENCE, SEE DE AIL Et, SHEET 2.60. - ROAD SHALL BE REMOVED ON A DAILY BASIS.
I 15.0 1 1 .92 PLACE 1' INSIDE PROPERTY LINE. RERNA A-2 DS#2 14.7 12.3 - DROP INLET FRAME & GRATE JB o !UNCTION BOX I c
0 I ) 4. SEDIMENT SHALL_ BE REMOVED FROM F_EHIND CHECK DAMS, SILT FENCE OR
DS 3 14.6 12.6 - DROP INLET FRAME & GRATE 7x 111111.1Mi i�!. e 4" PAINTED WHITE SPACE DESI NATI N, TYI'ICA_ ALL SPACE; � WM METER BOX INFILTRATION BASINS WHEN !T ACCUMULATES TO A DEPTH OE r, INCHES. `�>t�t'ttlltJti�j�
�. 13.60 x 13.78 m'' I c/� WORK TO BE COMPLETED BY 0 NER DS#4 14.7 12.7 - DROP INLET FRAME & GRATE ® T c c � CAF7 ��
x 7r, cry MH t�.�) SANITARY SEWER MANHOLE I�4H 5. HE STORMWATER INFILTRATION BARN .;HALL BE CLEANED OF ALL , •�..••. 4
Cii) SEWER SERVICE TO BUILDING. EE HEET '4.20 & 8.40 FOR _ �� •►.�/ �¢
• x x 14.4, 1 .9_S DS#5 14.6 13.0 DROP INLET FRA1 & GRATE MH D STORM SEWER MANHOLE Ci ACCUMULATED SEDIMENT AND RETURNED TO lTS DESIGN F(_EV�TIONS UPON • '�'
00 I c FULL EXTENT OF CONSTRUCTIO . © STORM COMPLETION OF CON-_TRUCTIC! L • �.
15.1 13.40 © 3.29 x I I^ DS#6 14.6 13.0 - DROP INLET FRAME & GRATE DI ® SEWER DROP INLET NI CO a c r �•7
i �'3.33 I I c0 12.4 16 WATER
EXTENT MICE TO BUILDING.
NEE HEFT :.20 & 8.40 FOR DS#7 14.7 13.1 - DROP INLET FRAM & GRATE CURB AND GUTTER •
15.5TC 14.9 I I DS#8 - _ �� 2+,
"' + I 14.8 13.3 DROP INLET FRAME & GRATE
7 Q ® 15.0 x z (1) NEW 1" IRRIGATION WATER SER1'�ICE. SEE D�TAIL G, SHEET 2.70. r ' '7x �t r 11 L. 1 1 .785 J I I DS#9 14.7 12.3 (BASIN #1) 12.5 (BYPASS) DROP INLET WITH WEIR, CONCRETE '•ivi *Y01�S �`�`
Tr INSTRUCTION SPECIAL COPNDITIONC: /i�iNK»A`�•����
15.6TC 15.6 TC 1 T4 x x 13 6 Jc �� ;�� 12.1I4x ELEV.=13.75 ��... ...,,' r , ti Q
' ► �i► w cli) CORE EXISTING MANHOLE, INST LL N W 4" VC SEWER SERVICE. DS#10 14.7 12.7 - DROP INLET FRAME & GRATE { /�illitllt>>�
,I D ® 7 ---�_ �q _ - \ 12.,'_' SEAL AROUND ANNULAR SPACE WIT NON SHRINK GROUT. _
I 1?_� , '• 12.9710 I DS#11 14.6 13.1 DROP INLET FRAME & GRATE i ALL BORROW MATERIAL TO BE UTILIZED ON THIS PROJECT SITE `�fl��,�.- BE OBTAINED
61 LF 18" PE DS#9( i I ' 19 CLEANOUT - SEE DETAIL F, SH ET ;.70. NOTED ASPHALT PAVEMENT
14.8 + } • 4 I DS#12 14.8 13.4 - DROP INLET FRAME & GRATE FROM PRuPER r
LO
- - - 15.2�I i L. PERMITTED BORROW PIT. o 0
2 I 2.65f DS 13 15.1 12.2 - PROVIDE MANHOLE COVER 2. ALL STRIPPING �� �� SIT, rn�!
p u I 2O DOMESTIC WATER SERVICE & A OVE GRGUi D ENCLOSURE, # MATERIAL. SHALL BE WASTED AS TOPSOIL nN THE PROJECT SI , fr
- - �I I o x 131 9 C SEE DETAIL F, SHEET 2.70. DS#14 13.0 9.0 - DROP INLET FRAME & GRATE %� cOv c`"o co
- - - i
I I 21 FIRE WATER SERVICE & ABOVE GRO' ND ENCLOSURE, BUILDINGS �/' V rn
TEMPORARY P40L=1 ' II x 12.37 O SEE DETAIL D, SHEET 2.70. DS#15 14.6 13.4 - DROP INLET FRAME & GRATE co N Mo 0
I Ii 1 E INV.=11.75 0 CO CO
x17 - I a>
too _ _ ui i =i.% '! x 1\�t 22 DUMPSTER PAD, SEE DETAIL D, SHE.IIT 2.60 PIPE LENGTHS SHOWN ARE APPROXIMATE.
4 1 I.83 ABBREVIATIONS:
�r E N
- - / x13.84 � �� a E n ■� E0.�
\ � ,,_ �� • ''7 ' � 3 I I 12.32 12 8-� ,ENERwcAgt_NRCNK
RETEWHEELSTOP, SEEDETAIF, HEET ..bo. THE CONTRACTOR SHALL PROVI[?� SUFFICIENT PIPE AST = ABOVEGROUND STORAGE TANK CMP = L_ORRIJGATED METAL PIPE �'�" � �;_ _ _ _ �, � = �� _ � � 'c; � � I I 2.32 ToBE COMPLETEDBYowNR. LENGTHS TO CONNECT DRAINAGE STRUCTURES, AT NOOHE = OVERHEAD ELECTRIC TC = TERRACOTTA PIPE •r ��?� _ ..
( OHT = OVERHEAD TELEPHONE PVC = PVC P!FE , cnO or15.8TC DRAINAGE CCESS AND 111 II1I OTES: ADDITIONAL COST TO THE OWNER. UGE = UNDERGROUND ELECTRIC PE POLYETHYLENE PIPE NO WETLANDS ARE LOCATED THIN THE PROJECT LIMITS
o N Qw
_ _ MAINTENANCE EMENT AREA a �, INFILTRATION BASIN I 1. REVEGETATE ALL DISTURBED AREAS IN A CORD CE WITH UGT = UNDERGROUND TELEPHONE DI - DUCTILE IRON PIPE i■ .
' RCP = REINFORCED CONCRETE PIPE TYP. = TYPICAL
T C) "' BOTTOM = 11.75 x 13.�0 12.62 xI THE PROJECT VEGETATION PLAN, SEE DE IL J,',SHEET .5o L
1 �7 II \ 2. GRADE EVENLY BETWEEN SPOT ELEVATION SHgm.
_ _ 14.09 xu_i _14. 0 N !! TEMP. POOL = 13.75 \ , 12.9
J ALT = ALTERNATE iv I = MINIMUM
12.4 3. SEE DETAIL A, SHEET 2.70 FOR VALVE IN TALLATION.
0o I � essaO \ ' I I I 4. SEE DETAIL B, SHEET 2.70 FOR THRUST BLOCK CONSTR CiION. ��
!! x 4.3 6 x 14.2 5 \ I ! 2.5 4 5. SEE DETAIL C, SHEET 2.70 FOR TYPICAL TRENCH SECT1 . _
- - - _
- _ - - I� . ,;;�� 6 I 3.06 I o
II
INV.=11.754 •
�'
I 13.01
Q 0Q� .3 I� x 1 4 1• x 13. 2 12.79 ) 43)
v °?
1ti 14.43 •EE SECTIONx 14.4`' I A, 12.51
- - - _ i►,� - ___ - 45• L B, THIS SHEET NOTE:
DS#1 li I • i I 13.09 , S i v _
,I d- I 13.20 12.60
1. ALL BUILDINGS SHALL BE PROVIDED WITH A GOOF GUTTER SYSTEM. N
OTt
CD Q
3 _ - o '23AF - - 1 0 I ALL GUTTERS SHALL DISCHARGE TO THE PARKING LOT AREA
I OR TO ROOF LEADER SYSTEM. �'
O
x 14. I I I ��
- - - - -x - 1 I CiP) 0 cm
0
14.50 I
N • ASV x 1 .49 I `. ;z,-.. i
W „ 14.31 II vH 5
x14.36 Lo - Iri I - ICI
II I`r 34.98' RIP-RAP LINED SCOUR HOLE . as
Ie I UPI I f l:I)' VEGETATED FILTER STRIP ♦r T co
� 14.41 N 14.41 _ '
1 x 14.38 f:' OHE- CO� `oC00 �00
re)
1 •
I 1 EXTEND "IP RAP TOco
v er °O
III ' II IEI-EVAT1014.0' ON N c o- _x - -I_ _ n lex
x 14.43 ` O a IHR�E SIZES N
14.37 '
_ _ _ _ 14.4 I I 1 . ='�s I I 1oI h' up 14 •Qt` alma a o ui
'. DRAINAGE�CCESS AND - I i INV.=1,�'14._.• I , \ m ` ;�01410.01101W4Wtragg, TI ,�� N o xco
MAINTENANCE EMENT AREA x 14.49 , I G, • • • • • • • • f 1 o.__.
I �► • • • • •••••••;•••• •
I , w M ° • • • • • i-��: psi. `� TOP OF 8" CMU WALL/LEVEL SPREADER \
1 I TEMPORARY POOL-13.75 I I w )�i•�•11►•1••�� � • �• \ I
-4[1]
_ _ �� • • 111 • • • • • • • � ••. . / \
61 LF 18" PE DS#2 ►• • •• ••••1••-7�•••�•••••••• . , ; 111111111111111
O 1 r}6 I I - - I m DROP IN T
on T,
�m 15.1 15Imp.
2u t I 7. o INLET PIPE 11y�11••••pip CA% :4•101/4 ••••�• • • • • RIM-13.0'E
14.50 j 15.1TW 14 x 1 ! 4Utt1JJitPaIi1itiiØ
I •
\ I 14
20 0 10 20 40
A ENLARGED SITE GRADING PLAN
2.40 SCALE: 1"=20' GRAPHIC SCALE: 1'=20' PLAN
1
nF: a #Mt
EXTEND RIP RAP TO
ELEVATION 14.0' ON RIP-RAP LINED SCOUR HOLE I 6OLF VEGETATED FILTER STRIP
THREE SIDES TOP OF 8' ,_mU WALL/LEVEL SPREADER
=13.2' LEVEL --- 1-
�` MAXIMUM FLOODED ELEVATIOPJ = 13.2 ' Z
` , - N4 14 ii- 1 ( 4, 4J G 1 RIM EL W EVATION=13.0
N.• 3 ( INSTALL CEN i IPED SOD TO TOP OF SLOPE, ENTIRE LENGTH OF VEGETATED FILTER STRIP I (!, 11 I a ¢
CL
�•• -1 1 1ID z -�
( ___ \-8" NU FILLED
SOLID
} NEW 18" PE W
SEE PLANS INLET PIP -�1 �� I WITH CONCRETE DROP INLET
`41r* • • • • • • _ ?� � �(� �Pal` 5 DOWEL 18" OC �'\ ~ J UCI
j = le. . s . ROVIDE 9� uEND ri p0 Q
�.'' TEMPORARY POOL LEVEL TEMP POOL ELEVATION 13.75' L ¢ a- CC
\.' 3 6" DIAMETER (AVERAGE) 0 O
18" RIP-RAP UNDERLAIN 4- 24"•:•5" THICK Z }' Z
1 o WITH FILTER FABRIC COhI'_FETE FOOTING A/E PROJECT #08058 ¢ I- �: H
i ' SEDIMENT CLEANOUT ELEVATION = 12.25'
reAST�hti!� I�:' BOTTOM ELEVATION =11.75'
U I-
1VOL15 ENGINEERING, P.A. Z V CO
�_i P 1 kl n4,NEW StRN N'__t°71 O Q
I. ' :Oe3.FHa I S}d33-i:rJ7
CLEAN ACCUMULATES SEDIMENT WHEN IT
SECTION ¢ Q w w
REACHES A DEPTH OF 0.50' RESTORE TO DESIGN DEPTH > W = C'3
12" THICK SAND LAYER -_ -_ - _ __ z = W CC
NOTEW CC
T Z
B C Q W
CROSS SECTION-INFILTRATION BASIN LEVEL SPREADER/VEGETATED FILTER STRIP ALL NOTES ArAY TO ALL DRAWINGS AND ALL TRADE', IT IS THE RESPONSIBILITY
mi
2.40 NOT TO SCALE BOUNDARY PHYSICAL AND TOPOGRAPHIC SITE OF ALL CONTRACTORS .AND TRADES TO COORDINATE THE INSTALLATION OF THEIR
2.40 J NOT TO SCALE WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES.
= DATA TAKEN FROM A SURVEY PREPARED 7 THE REQUIREMENTS A THE DRAWINGS, GENERAL Rt1ER CONTRA AND ALL ITEMS
DAMES I. PHILLIPS, PLS, DATED APRIL 2007. OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND sheet
TRADES. EACH CONTRACTOR IS REQUIRED TO MAINIAiN FULL SE1S OF [HE CON-
TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT
ALL WORK IS PROPERLY COORDINATED AND INEJALLED CH THE WORK OF OTHER 2 . 40
CONTRACTORS AND TRADE >.

SPECIAL NOTE: 1.5" TYPE SF-9.5A Project No.
CONTRACTOR SHALL UTILIZE EXISTING STOCKPILE OF STONE SURFACE COURSE
1239
�';
2" TYPE SF-9.5A BASE COURSE MATERIAL FOR PAVEMENT BASE COURSE, TACK COAT 12 3 9
SURFACE COURSE AS DIRECTED IN THE BIDDING DOCUMENTS EXISTING ASPHALT-1
5.04'
<iii//////iiZ/ifit ///iiii/71,W.6W/,4ii/i/////////6 iiir/., 1 f�7 E T.A L P I t T �u F CI ; f k, Date
C CT\C "88°13 8° `C1 `0J OP 8C `J�J 44"x44" TRAFFIC-RATED } 09.23.2009
�;' --0.72' 3.6' FRAME & COVER o -, ��5\ i .- 12 GAUGE_ X 0 WIRE ME':,I--I Drawn
' 6 ABC BASE COURSE \ i� MSP
� 8 6 � 8 BASE COURSE I i; 3 FILTER FABRIC
Checked
C;A C COCO
,nxx- .. N I ,/ JKA
COMPACTED SUBGRADE PAVEMENT OVERLAY (7- - - -
Revisions
- 8" AIRY MIN . L( )'bV ,,
NEW PAVING IA \ NEW PAVEMENT SECTION 18" PE TRAFFIC-RATED I I feq. ,� 1-9.23.2009
FRAME & COVER o i ; [ - - - - r i 7-7 fi
2.5p / NOT TO SCALE TO BYPASS
_7 \ 1 MAINTENANCE:
24" '- I I ~ 1. INSPECT STRUT T I IFES Air. EKLY AND
17" I I ,../2 p I AFTER Al LEAU I A 1 :, OR GREA I F 1-, (0 STEWART-COOPER-NEWELL
ARCHITECTS, P.A.
T ( I -/-)
- I RAINFALL EVENT
'Y THIS DRAWING IS THE PROPERTY OF
6"-� RADIUS �N 1. I.I FAR Flr r;r'IC WHE�! r, DEPTH OP STEWART ii,FER-NEWELL ARCHITECTS P.A.
��I( ,11� Ali _ 2 '"`DIUS 1'- �_ V I C [ AND 15 SUBJECT TO FEDERAL COPYRIGHT
I I I fl I I I`I I �_- I POTENTIAL_ FAILIIIP` 1 ~'YE SENT. LAWS CHI DRAWING MAY NOT BE
REPRODUCED, PUBLISHED OR USED IN ANY
4 I-I I I-I I III-1 I I-III_ - . 8" SOLID CMU WEIR / Li - - STEWART-COOPER-NEWELL ARCHITECTS. OF
WAY WITHOUT THE WRITTEN PERMISSION
-I I I\I 11-I I EH I I-i l l . }
-Iii_III-III-III_ e j SILT FLNCL PA
2.50 l NOT Try SCALE
'
1 III-III- „ ���
! � ' '=III- �� e - e
• PAVEMENT 8 SOLID CMU WALL WITH .�
CONCRETE' a . m o . .:>- : + 0.5' WIDE WEIR SET AT `•- :1=.:5297A(S3:11:4291._..tra.r.1%1-;i:et-i..
A CURB & GUTTER - , ; » » ,� �, o �..,. • - 7-1/2 ELEVATION 13.75 44x44' TRAFFIC-RATED o o 0<\'-' ` :`a . • - .'' =:_ • TRAFFIC-RATED FRAME & CO'vER /''� o /-°-� o 00ov°a•" • • ' . FRAME & COVER RIM ELEVATION=14,7' } OUTLET PIP O \c• `'o `� �� "O 24" SPILL CURB CONDITION I J� ' :1L I „ 00, o 0o A •z•••,,,v4`0
1.:' - TOP OF WEIR=13.75 \ 0 iiiiiiiIIktO
BYPASS �a� 0 ,6
A o D 30 P t1`► a" CMI1-GROUT FILL ALL CELLS FLO11V- > o _, IP R' ° aoCHAMBE y1-4 23 - INVERT TO BYF ASS=1?-5' ��<� ,-
T 0, cv
I ;�- 1" I \ INVERT TO BASIN=12_3' Pc o,u o \ �r N-� .6 -; 2" RADIUS_I=III-III-I i i-IIi-III a_ _ _ GROUT 5 D04�'EL @ 16" OC o c s-2, ' , �._> �� gc�I111,1111-III-111-III _ # ■.� =Q �PIPE OUTLET FLUSH PLAN-III- I-III-III o EACH SIDE -_ _ XID III1II= P NT WITH INSIDE WALL
I AVEME RC - - - C _ - -- cn : o-III] e , �■� ACVcn U cz ,m e '�_CONCRETE o - • 7-1/2" _ \E STORMWATER BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE z1:%l.�!Z.L{__.L.L 1.L111CL.GLZ.Z. �`�' A CURB & GUTTER -
• , -•. ` II NOT TO SCALE ELEVATION DATAA �'�`':- • 1 2.50\ FLOW--> RIP RAP-, �..30 CATCH CURB CONDITIONNOTEs: INDI ,ATED BY: XXXXI 20, o O ;0> �o o c ._ ;ooji1. CONTRACTION JOINTS SHALL BE PLACED 10'-0" O.C. TO A MINIMUM DEPTH OF 1-1/2". FILTER FAERIC ' ,2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER SUITABLE FOR THE APPLICATION. 6 LAYER OF COARSE AGGREGATE Q,)
3. EXPANSION JOINTS SHALL BE PLACED 80' O.C. AND ADJACENT TO ALL FIXED OBJECTS (WALLS, WALKS, ETC.) 00000 OVER 12" LAYER OF STONE BASE SECTIC?N A-A
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY BETWEEN SPOT ELEVATIONS. O OCOARSE - `-
A B C: D E AVG Rile RAP SIZE I ■O O O O _._ _._ -_- ---_._- MAIN)i f iA11(::L: UO 0 0 0 0 1. INSPECT STRUCTURES WEEKLY ANDQ� �,50' O0000O 18" 5' 20' 8' 18" ;�„ - AFTER AT LEAST A 1/2' ORB\ CURB AND GUTTER O O , - - , ; Pf-«TER TrAINFALL EVENT.0 0 0 � MAINTENANCE: 24 7.5 12 12 1 �� F>' IA.50 NOT TO SCALE O O 10 - - 2 ,IM 1,-,TFLY MAKE_ ALL NEEDED
- TRAFFIC-RATED CURB INLET OR 0 0 © i 1. MAINTAIN ENTRANCE COF101TION. REPAIRS. O _0 00 0 00 0 THIS MAY REQUIRE REPLACING STONE. ,DROP INLET FRAME & COVER (AS O O0O0OO1 0'INDICATED ON PLANS) ROAD I OUTLET PROTECTI(JN,� O o O O NOT TO SCALE .�RIM ELEVATION ■ •
A EDGE OF EXISTING 2.50 .� - TROADWAY PAVEMENT o co 0NOTE:
THE CONTRACTOR MAY USE PRE- co o24" MWIMUM CAST DROP INLEfS AT HiS OPTION.
FGRAVEL CONTROL ENTRANCE ,
o � �U � �NOT TO SCALE a' o o.50\ VEGETATIVE SEEDING42) �. h- 1.
ua GROUT ENTRANCE AFTER COMPLETION OF GRADING ACTIVITIES AND THE ,�,r .
2" X 2" X 3' WOOD POST CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL '
° - -- 8 CONCRETE BE SEEDED TO THE FOLLOWING SPECIFICATIONS: CO �' a
cn .. �.�i•��i•i•��i•.�i•��ii•�`ii'ii�i��`iii'�'.'�'.'�•�..
SEED BED
•...•••.•i..........,.,.,.,A,A,A,A,A,A,AA•AAjjjj A•j:A;.:A`�
isei.;•••••••••••••:',,,
v �, ,,,,, LIME 1-1,•2 TON PER ACRE
<. STORM DRAIN PIPE •'��� ���„;; FERTILIZER 1/2-TON PER ACRE
SIZE AS INDICATED • ""�i'iiv?'i. SEED
NCDOT #57 STONE 1• RYE GRAIN 50 LBS PER ACRE4 TYP-► �- 10 a illositdDa \ 0,:4 TALL FESCUE 100 LBS PER ACRE .a •••;•. •, MAY THROUGH AUGUST: ::"
;
•i'.•. •.als
INVERT OUT O ^ '• o °n ° o a e ,�,❖, '.❖.'��' CENTIPEDE 5 LBS PER ACRE
2„X4" KEY s••••a �....,
,,, le.;sill;
so 4 WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
6" COMPACTED STONE 115 @ 12" O.C. E.W. ilg• •••
,�.�, „•,• AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY 1 __,,,, i `s I ,
vvi ���.❖. DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE SF c+�I yL `_r�UII'JI� rJU i E:
C CATCH BASIN � •�•�•w�'�•s'.'�'a's'�'�'���i.� ������rrr.......�..i _
A.•1•,A••••••A.,.A.,.A.,.,lA.•�.❖.•.•.A•,.,.,.,.A.,.A.,.,.A.•.,.A.•.,.,.A.�i
TO BLOWING AND WASHING. THE P.N+;LF F!�I? GRADED SLOPES AND FI 'l_ `HALL BE NO =?TER
��••••••""'��'"' ������������������� THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF gas
`•'•••••`• "••••�•••••••••••••�••- ANGLE THAT CAN BE F;ET.�INF� E, � VEGETATIVE E� 0=� � 1�.1_f�AtA���.���A�.�t����.,.�.�t�,.�...,.�.,��n. � L � . r I I z Y � � �'
2.50 NOT TO SCALE AR THAN H`- ..
HARDWARE CLOTH GRASS OVER THE ENTIRE DISTURBED AREA. IF NECES` i nl
0 a I�tR �I_�,1_I"TE EROSIO�J CONTROL DE w�ic ES OR STRUCTURE:, IN
ON 12 GAUGE 6x6 WIRE MESH THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
AN E'."PIT, SLOPES LEFT EXPOSED WILL, WITHIN 2.1 CALEND E:WIDTH AS INDICATED X 2" X 3' WOOD POST IN SEED GERMINATION OR AID IN GROV'JTH IN TIMES OFCFCOMPLETI(. OFANYPHASEGSA ?LNG, BEPLANTEDCARF- „C G /-2"
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE T .
SLOPE TOWARD ��
OIHEERV'if,�EE PFI_.,,IGED WITH TEMPOP; Y ���R PE�MATn4E\1T GROUND _i
•
1/4 : 1 > CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF CI:'.'ER. C E'v'i��ES, OR S I RUCTU DES SUFF; IE''JT TO �ESTRAI!d EF'OSIOf�.
„ GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
6 THICK NC DOT
#57 STONE AROUND 18„ ACHIEVED AT LEAST 95 COVERAGE OF DISTURBED P.L L'ITl ! '`'; Y, WITHI,J 15 NOR CIN G ?AYS OR 90 CALENDAR DAYS cn W o
2 4" AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY Fri=IM T! F �^".1PLETION OF THE PRO IECT �WHIHEVE; IS ~I' RTE ` O ¢ W
•\4ir
WWF 10 10 PERIMETER I V ), -
6x6 T I SS T
P I, U
HE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS. F ROUPJD C�1VER SHALLE r TABLIS:riED. ~ --• -� w
SIDEWALK WITHOUT CURB I
>, \\‘: / , ,,,,,,,,i,_!, 14-1,, , ',\\/-,,,-/./ c15 C• )
3/8 x 1 DEEP LONGITUDINAL SAWCUT (CONT.) ,// //) / < N \,/ '/ VEGETATION PLAN
R AS INDICATED / / /) /\/ ••/\ \ \ \\ 2.50 NOT TO SCALE A E F T , #08058 ¢ I- Q
FINISH GRADE \�\\/\\� \/\ \i /\ \V
cn U �-
\. <-- 1/4": 1' \/i��.,�/% i %i\/ BURY FABRIC
'�"�At :; MANURING, P.A. Z U
8,FAX[phone]
��/\% / �\ 1,NEW BERM NC 28561
Q Q Q z
f
o r ► CATCH BASINI » --2" - 4" 6X6 WWF 10/10 o W uj
z
�g NOTE: MAINTENANCE: _-__-_ w W
(2) #4 CONT. NOTES: N T E °C o� O
1. PROVIDE EXPANSION JOINTS ALONG ALL EXISTING STRUCTURES AND PROVIDE DROP INLET PROTECTION 1. INSPECT STRUCTURES WEEKLY AND
ASPHALT PAVEMENT WALKS AND AT 50' INTERVALS ALONG STRAIGHT SECTIONS OF WALK. AT ALL DRAINAGE STRUCTURES. AFTER AT LEAST A 1/2" OR GREATER
CO CC
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRAE t IT IS THE RESPONSIBILITY G
RAINFALL EVENT. OF ALL CONTRACTORS AND TRADES TO COORDINATE THE: INSTALLATION OF THEIR ,
SIDEWALK WITH CURB 2. PROVIDE CONTRACTION JOINTS AT 5'-O' INTERVALS AND AT ALL 1-G
2. CLEAR DEBRIS AND REPLACE STONE WORK WITH THE INSTALLATION OF WORK BY ALL OThLR I_uNTRACTORS AND TRADES.
DROP INLET PROTECTION AS NEEDED. - THE REQUIREMENTS OF DRAWINGS, GENERAL RNI UNIv1ENTS AND ALL ITEMSCHANGES IN DIRECTIONI OF WALK. CONTRACTION JOINTS SHALL BE , EROSION Ca;TROL CHANGES OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDIN uN ALL CONTRACTORS AND sheet
1/8' WIDE x 3/4" DEEIP, TOOLED. NOT TO SCALE 0/� �OS TRADES. EACH CONTRA Tuff IS REQUIRED TO MAINTr? ! FALL SETS OF THE CON-
D SIDEWALK \ 2,50 TRACT DOCUMENTS FOR HI; EMPLOYEES USE ON THE FRUJECT TO ASSURE THAT
3. PROVIDE SIDEWALK 1 TH INTEGRATED CURB IN ALL LOCATIONS ALL WORK IS PROPERLY COORDINATED AND II LL[ W CH THE WORK OF OTHER
2.50 NOT TO SCALE WHERE SIDEWALK ARUM`S PAVEMENT.
CONTRACTORS AND TRADES. 2 . 50

I Project No.
1239
CURB, PARKING BUMPER, ETC.
8'-0" NOTE: Date
09.23.2009
SYMBOL TO BE PAINTED WITH
APPROVED TRAFFIC PAINT. AS INDICATED Drawn
/11 0) 12' 0.C.
MSP
S"R 1"R 12" LSC:I I WAY Checked
---\--
s JKA
�.' 1 12" GRID .... � �- .. I.
C. • % �, wy �; • m :� Revisions
iili
-.� �` e-� � Y� , ti. 1-9.23.2009
�� 6" ABC STONE BASE
_ � - (----D---
\ CONCRETE APRON
( _
(� STEWART—COOPER—NEWFLL
\.60 / NOT TO SCA!_L ARCHITEcrs. P.a,.
�, / PHIS DRAWING IS THE PROPERTY OF
(FWAI<7-i;00PER-NEWFLL ARCHITECTS, P.A.
1��- ,NU I AIBJECT CO FEDERAL COPTHIGH1
i_AWS. THIS DRAWING MAY NOT BE
ILPH')LF.,,ED, PUBLISHED OR USED IN ANY
t;A) WIThuUT THE WRITTEN PERMISA GN OF
n .STEWART-COOPER-NEWELL ARCHITECTS, PA.
..
NOTE: �.0$Rc?&44
CENTERLINE OF � ,
ALL FENCING IS BID ALTERNATE A-2 WORK, ;
PARKING SPACE PER NEW WORK ITEM 13. 1573
A HANDICAP SPACE DESIGNATION ,,, +
'1 �, NOT TO SCALE 2 -1 3/4" F�FFR!JfIr1FR RAIL i /�yNK»Av°��
2.�,0 o
I �'�"' _ -3 T T
1 F 1 Nelm. = cPc4 -
cm co
1L„_. I ►+ rn I / 1" SQUARE ._� I ooti 0
45 c�
12„ PICKL _N
co-
` =SI RVE3 (� �1 r%» tANL]
. _ c ARKING MAXI vIUM «, 4" SQUARE COvO 0's .c
@
aitj ‘ D20`GS I BRACKETS •• c
�= L N co JQ-.r.
)
POST E\ALTY �, hos .o
Elm
S250 L
- + 2 CD E
12" I 3' o
of
I- I i I� 1 L
[ 1 T t CD = CD .
NOTES: VAN 1 M '3)
1. COLORS _ ,
BACKGROUND: WHITE ACCESSIBLE --
LEGEND AND BORDER: GREEN •°1 `•� L U =
L V
34 TYPICAL Q 3 •
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 84 ABOVE GRADE. -- 1:2 3
FENCING NOTES: : •
z �. 3
,� V • 1. FENCE SHALL BE AMERISTAR FENCE PRODUCTS,
7 B 1 HANDICAP PARKING SIGNAGE MODEL ECHELON II - CLASSIC STYLE (4 RAIL), 0 .�
NOT TO SCALE ,� •: 8' HEIGHT, 4" SQUARE POSTS, BLACK COLOR , j �•
�2.600 / 2. INSTALL FENCING IN ACCORDANCE WITH �`-" ■ a
acs
MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL
FENCING HARDWARE NEEDED TO PROVIDE A COMPLETE fr m t• .1._-
v-
i� N0co0
INSTALLATION. co �• e
3. ALL GATES SHALL BE REQUIRED TO HAVE LATCH CZ o N 0 •c
a co co
ADJOINING SLOPE = Y:X HARDWARE, SUITABLE TO ACCOMMODATE A PADLOCK. ii N c o 0
SLOPE SHALL WHERE X IS A
-T ,_ X LEVEL PLANE
NOT EXCEED
f�
1:20 �Y / ♦+ rn% o x
PEDESTRIAN x / E ORNAMENTAL FENCE C� ti co k.,m ,
PEDESTRIAN
- WALK STREET
\\ 69) NOT TO SCALE
1111111
MEASUREMENT OF 'URB RAMP SLOPE
SEE SIDE FLARE
NOTE BELOW
VARES PER MANUF. _
3'-0" ,� it' �'4„ ,w
ADA MA I'. o
CURB RAMP r �'
REBAR ANCHOR
"X" IS 60„ MIN AT AN OUT SWING 0 CONCRETE E (TYP. OF 2) o
DOOR WITH A SLOPE OF 1: 50 (2%)_ _ .. �, 2.35" (TYP.) ',.00 PSI COR,I F'ET w
SMOOTH FINISH
iLu
MAXIMUM. LEVEL SURFACE IS PREEEF;ED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM k
SECTION OF „DOME STAMP"
ABOVE). SIDE FLARES SHALL HAVE A PATTERN IN SURFACE �
MAXIMUM SLOPE- OF 1:10 (10%). WHERE X 2 35"
IA'
IS LESS THAN 48", SIDE FLARE SLOPE r�
Z MAXIMUM. WHERE "X" O 2" DI /�
SHALL. BE 1:12 (8.�13%) 0.2 H. � � ��f��
IS LESS THAN 6''. L"
M
[V
0 1 8"
.0 2.35" 2.35" SECTION A-A CL
A STAMP" W
PLAN OF "DOME O
�- RAMPSAND CURBPATTERN IN SURFACE ~ � z
NOTE: FOR ACCESSIBLE RAMPS PSI CONCRETE REBAR AP '_,R v) W O I—
RAMPS WHERE POURING OF A SEPARATE SMOOTH FINISH A. % (TYP. OF cc I.LI
ISfEt_IIRED ‘ OVU c
INTEGRALLY COLORED CONCRETEO
INSTALL SHEAR DOWELS 2' 0" O.C. AND CURB RAMPS MUST HAVE A DETECTABLE i
~ J HEAVING OF RAMPS / WARNING FEATURE EXTENDING THE FULL o = W
KEYWAYS TO PREVENT / WIDTH AND DEPTH OF THE RAMP. THE
SURFACE. I o � � Z
W/ ADJACENT SIDEWALK OR CONC. DETECTABLE SURFACE MUST CONSIST OF
RAISED TRUNCATED DOMES WITH A z z
DIAMETER OF NOMINAL 0.9 INCHES, A Q
A Q H
OF NOMINAL 0.2 INCHES AND A 6'-on H - I 5058 }'
CC
HEIGHT
z U 0Ch
I .•�-• CENTER-TO CENTER SPACING OF
``� :�:..e '''<' '"�'�: ENGINEERING, P.A.
':: NOMINAL 2.35 INCHES. THE TEXTURE OF
',, NEw FERN IS:i5Zl Q o Ch
osa,FAn(z s,,-ssuT a Z
_::4::.>.• THEDETECTABLE WARNING FEATURE PLAN U.J¢ w �C
`{ `�°` MUST CONTRAST WITH THE SURROUNDING
r CE
\_ SURFACES (EITHER II' HT-UN-DARK OR - = w
INTEGRALLY COII"?FELI , ______ ,. _. ---
-i T . SEE ABOVE. N O T E LU 0
RED CONCRETE DARK ON _ICH ) O
- -
( F CONCRETE WHEELSTOP O CC�
ALL NOTE`; r `' TO All I;; WINGS AND A, I_ I THE RESPONSIBILITY
2.60 NOT TO SCALE OF ALL COf r I:TORS A) `I T ES TO t I STALLATION OF THEIR
WORK WITH I t INSTAI IJT i,: IF WORK 67 At I i NTRACTORS AND TRADES.
---C HANDICAP ACCESSIBLE ;AMP
THE REOUIFLMLNIS OF THL ;.AWING`, GENIE,:, I L ,..',rr.MENTS AND ALL ITEMS
OF THE COII1� _T DO Ji't d ARE E UAIL E- 4� ALL CONTRACTORS AND sheet
NOT TO SCALE II' I t � I I in `;EIS F ;HE CON-
2 60 In:AJES. l_At L)fJ1hA I I nEiTUlhl ) IC �
TRACT DOCUI+ aLL FOR H , CMPLOYLIS USE II I 1ECT TO ASSURE THAT
ALL WORK I , OPERI ' t''i,_ 'INATEI) AND T• - i.• ,: •H THE WORK OF OTHER 2 . 60
CONTRACTOF• . I
__
.;I, 1N ----

7 1/4" FIBERGLASSA 7 1/4"
Project No.
`-' ENCLOSURE
I
t.t' 1239
t 1_-
SQUARE '.A PLUG
I
10 1 /2
f rH► ::'
Date
+I �� ,�'•~f u-' £ T-, (_ 1_`"►` / r ;AST IE'{ ( . Li I -°- ' 1 i t1 09.23.2009
�,, � I Q I i`10 � I � � ' 1- , of :1 1; Drawn -
4 THICK CONCRETE COLLAR / •mil- o 1 -�-� • l_,-
FOR ALL VALVES NOT IN PAVEMENT �, I (; r _� I I Checked
���� TE �OLLr,,. I Checked
/� / / /�'� V
\�y��`� E E NOTES : L
\\vA VA A / / // //j,/ I ;i----TL ACCESS PANEL _ r,�t T �,. �' 1 I JKA
/�//�//�/ \�\\'\\ 1. ALL ; I,IENGIONS ARE APPROXIMATED ,y' I Revisions
HEAVY DUTY CAST IRON INC L_ THE �' R� .E,
SCREW TYPE VALVE BOX CONTRACTOR SHALL L L /
`-- ✓ 10`,"± I Ar ,; R PIPE ;' I 1-9.23.2009
PE HI i ::IBLE TO SELECT AN FNCIO IRE LII ALL __ ':
AND COVER, MARKED WATER THAT ;TILT HOUSE THE CHECK VALVE AS(FMBI r - I c.?NCI, _1. �IUC
WITH THE MINIMUM CLEARANCES INDICATED. f% "
COMMON BRICK / FIBERGLASS1 + , I _ I
I LAIN i� AT 1/3 POINTS : T. E I":L I_A ES THE ELECTRICAL RECEPTACLE. f '
ENCLOSURE
IzI 1-1'r� .( „L ,� _ IT H,�;LL BE MOUNTED A MINIMUM OF 30„ - T - - -_ -- _I
�\` F •,t THE SLAB. t_U A A _ PLUG I -- Ivi A I N (c STEWART-COOPER-NEWELL
t ARCHITECTS, P.A.
VALVE
• DE I n fir.; f•'!l i
_ THIS pRAWING IS THE PROPERTY OF
\ AMES MODEL 5000ss r 4"
�: aEW I �OUPER NEWELL ARCHITECTS, P.A.
6' REDUCED PRESSURE
4NC lS JECT TO FEDERAL CGPikWHT
IAW FIS DRAWING MAY NOT BE
REF, .�,,EDT PUBLISHED OR USED IN ANY
1 CUBIC FOOT THRUST BLOCK DOUBLE CHECK. BACKFLOW 1
•. •+ c I -� r f nuUT THE WRITTENARCHITECTS,
PERMISSION OF
_// +I PREVENTER `f L �Et f.�'t r.,(`��Il ITEw I1.1-COOPER-NEWELL ARCHITFCrS, PA
• _ ,d- III__ r \01 TO `, AL
(-A VALVE AND VALVE BOX G —`
S • ti: '
\
•
1270 NOT TO SCALE
. (//c/-- _ ___I__ ENE -,
102,-41Irv. 1
4' MIN. -STEEL PIPE co STEEL PIPE--" �y "'v0�'��`
SADDLE/SUPPORT SADDLE/SUPPORT , I 2K. OF i (.If �. �i�iiNK11A�������
D/2 (MIN) I '
•. . d d ' / iI T
2" ° a II
�� ♦■+ O ui�`' GROUT OPENING 4" MIN. GROUT OPENNG
ell
Ic\I co co
WITH NON-SHRINK WITH NON-SHRINK c I_ , _ C) � c" h" I"
III-I °. u GROUT GROUT CAST IF` - P.'IN [ E. 1 1 7
N c�c�
III a TILE t ER o
-1 I 6" DUCTILE IRON 6 D. E IRON �1FT ,, Et,r, + _ jr'
/ V
D (MINT . . • I ELBOW - 1 / ELB1�II'I II/II( ER `.TOP- -r ► _- 4• _ �� N cm-
0000
Yi
a 1.
MI 14 CFI-) I •NM
r I I o
} I�1-I . �N �
g —I I 1 " SERVICE Ti IB!N(, »OAT 1i I l l I .� en a,
4 D • > p n D/2 (MIN) I dr- THRUST BLOCK THRUST BLOCK --'" .�� (4 1-_A.i,E-;) + , -_ , , ` :.'L `; "
\/f\,\f\„/„ , "\,/�\/,>6,/\ \/� \ j i� �/ r _
:,./ /�/,/,/,/,/\/,/,/�.C\/ ,,,,,\ % \\ ALP LINE ETC C'I_. BY tyi{AiJE -Fr
'L\ I I= c I ACV-- I Q N
D UNDISTURBED- // i • C
EARTH PLAN mom
a PLAN (D 6" REDUCED PRESSURE ZONE DOUBLE CHECK VALVE ASSEM3LY AND E . '- �� I
E
/ (MIN) (MIN)
\.2.70 NOT TO SCALE — - -- E'I_,�STIC Si-In-FL I: 1 o
U
D/2 M1PJ �.::� i'�>.-"--CORPORATION STOP a)
III—III—I. . �- 3 . -
II111 _III-
A III. �s�.
U
A (MIN) a T;�`'FIP,G `),AD�L E M N 0
0 a (MIN) D _ ° d °a a ° ° d° �� > --WATE l' MAIN •
_ ciiir.
I I- - 1 _ t i� c.�
11 I I I till -11 Ii "'
_ _ 1-1 I 'P >I A F N WATER `_E _V CE
=III=1' I�(�I— -1 i(111 ° - 1 " f.I C�,I I..),
ELEVATION ELEVATION ° •- 2 O
NOT i ) :;CAT E ,.
FOR BENDS UNDISTURBED FOR TEES w i 1 \� CO
EARTH ° MIDI. 12" HAYS WP SERIES 3" BRONZE MIN. 12"
THRUST BLOCK DIMENSION D (IN FEET) CLEAR BODY TURBINE METER CLEAR �d
NOM.
C
PIPE DEAD 90° 45° 22 1/2` 11 1/4° o r- --- �� - �
DIA. END BEND BEND BEND BEND I I I
O �. �'/ I a _� I 2,-0„ •llFr > M v0
° �, \ / /- -'�� I \ ___ / a ¢ ..,. �I� O O
2 1.0 1.2 1.0 0.7 0.7 f CO o
• -. as c�
c, .�T FI, .c EVATIOid r'; N
3"/4" 1.3 1.6 1.2 0.9 0.8 3" DI DOMESTIC J DI PIPE
d WATER MAIN AMES MODEL 2000ss 3" 10 BUILDING ' = 4 - / j a� :2:
6" 2.1 23 1.7 1.2 0.8 �, , DtOIJBL-E CHECK ASSEMBLY ___i___ 1 -_- � �' oW WITH INTEGRAL VALVES `1 ' 1 9 -MP,NLIT'i FPA".1E nPlD CO`JER N cv '�3 -YPICAL THRUST BLOCK SIZES z - .fir a, o- : L MANHOLE WITH t , TON LE . .. c
\ r--�-- �� \ rJOTr f, I J I JJ/;, /Ai% ' X j �.\ . TL ir'�N 10.0' SHALL L F 1 _D "'y y\ \: V'U!io WATER-TIGHT _I i'/LL_ �. rn Q....,
2.70 NOT TO SCALE r \ ; �; T cfi
d - a ° g : 11 \` ��/\ ter" 4;" 6/6 WWE IN E !TER
--,i- !
°° ° - d ° d ° a //A X \\� HIPn OF WALL AIJLI IN
d
d I > -., , \�\�i \. \ '< TI_ N,-1..1`. AND GR( O�,.1._.
2
4'' 6'-4" OR AS REQUIRED TO PROVIDE SPECIFIED CLEARANCE q" \\ . I \ �
PLAN L� 1 I
I._ .�,1 -F-, E:RED L.IF(INI
6'-4" OR AS REQUIRED TO PROVIDE SPECIFIED CLEARANCE z ' '� XI HI LE
1 X� I
I F F=:ER BOOT
} AMES MODEL 2000ss 3" I
I x .----- 1' "";:'dl . 1-1�1 �-! r I
FIBERGLASS' MIN. 8' vA.RIES i I . II
ENCLOSURE CLEAR DOUBLE CHECK ASSEMBLY I AST-, N PLACE T' ' ' r f/
SEE SPECS FOR BURY II WITH INTEGRAL VALVES I OTEF'S �1 X 1 / ' ,4
SEE SPECS FOR BURY -BURIED WARNING AND
1 •
REQUIREMENTS REQUIREMENTS ,�J �l xr' 1 I i7�--E "°1�-1"
IDENTIFICATION TAPE
,///./
v v // / -BURIED WARNING AND F- z NOTES f- I ;�j r '
\ \ \ IDENTIFICATION TAPE o Q - r- �\ Q ' ' \ \ \ - ALL DIMEr _;NS ARE APPROXIMATED IN 1 ,Nit.:**);Air,
/\ c, \/� ► L�J HAYS WP SERIES INCHES. T F f'ONTRACTOR SHALL BE �,1 ♦ ♦♦ ` \/ m � . ' ' j BRONZE BODY I RESPONSIBLE LO SELECT AN ENCLOSURE _ = , _ MH LJV�I'�\ ," ♦♦ ��♦ \/ J \� ��►��♦���,�����\ TURBINE METER THAT WILL_ HOOUSE THE CHECK VALVE ASSEMBLY i X ` d - ' ° a C ( C;rJ BETE
// , .. ♦♦♦♦♦♦♦♦ ♦ L�—� 6' �\\ ♦•� ♦��♦♦/�\/ m o N -) 1 1� WITH THE MINIMUM CLEARANCES INDICATED. 4' ('f' LESS 7„ ° ! I :LI_
.4 ♦� ♦ - �/���♦`►♦♦♦♦ Q_ w I - — _ L- 1,I T Mir .
co --�� - - \/\ MIN, f ° � � - 1 HIi KfvF Ste`
- BURIED DETECTION WIRE �. , > INDfCr T, // / ( _ I 1
BURIED DETECTION WIRE - I �rz,������, o I rIE ELECTRICAL RECEPTACLE. ,
- W
FOR NON-METALLIC PIPE- �' IT SHALL F MOUNTED A MINIMUM OF 30" %/ ( T' �� ;
/ - I I 1 IF r1 \. ? f ,, 1 Li
—
FOR NON-METALLIC PIPE- / OA
J
0 cc
SEE SPEC FOR BURY SEE SPECS FOR BURY J -- I,_ ,'A K` • • , /
REQUIREMENTS J " I r �- I I ABOVE THE_ SLAB.
REQUIREMENTS c> 4 - 1 - ��/;� � %' ( O aCC!)/ am enPOLYETHYLENE ENCASEMENT Q MIN. 12"CO L STEEL PIPE CLEAR STEEL PIPE i /./. ,. 77,-,, ; l r 4 w - �,-,^_-�--( ---'� ,_ '', /`�'' t- J U _I' ON METALLIC PIPE ONLY Y . (` ▪ / /,f/ Q J Q 2 SADDLE/SUPPORT SADDLE/SUPPORT 4 MirJ .\ \'., �:. ' '. - . -r . >} }-t4_ .4.:: <- r +.I- hI 1 , D ca O 1
f
/ - FINISH GRADE ° ° d a ° - \ !.\ /\ / . �--
Ai / 1 , a CONC. SLAB d a e \// . 1 \
/ / /_ / •o ° •� ° • I i i MIN. GRAVEL Q }_
/. .0‘-'0‘-'0 r o 0 0' UTILITY MAIN GROUT OPENING WITH >.-
•o°o°o•• o•o°o°o' GROUT OPENING WITH k- . , 1 -C. HA
o 0 0•0 0 . o o :::D
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