SW8950704_Approved Plans_19960307

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4' DETECTOR CHECK I Z Z a Se a
AMES 1000 DCV OR EQUAL -- 8 _O F O
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81 SUMP �--- ---� I f
1/2' EXP. ~Q Q 0 w Z Q'+
DUMPSTER JOINT DUMSTER W 0 (n O W 0)
4 I I 2 APRON ` U CA W
1 ° PAD • 0 Q C-' c
-----� Z I ( 6 I I� E'•i
J
2-4' NRS 4x2 REDUCER I 4� U O H
GATE VALVES �, 6 ° . ' n • ' rn rn rn W U Z,
0\0 O OCQ
PLAN VIEW N
\ 1/2' EXP, cv m O
\ \ \ \ x Q O
JOINT
LOCATION MAP J o o
3x3 HATCH I PP DUMPSTER PAD DETAIL: m U)
COVER N.T.S. a Q O 00
I cn fZ •.
--- •------- S-----EX. .,.D, MANHOLE
626
-imp
( INV. 31.19Apo
f __ _ _
4 2 - -BENCHMARK \ \ ,
EX. S.D, CURB INLET
t TOP 36,98
_
, INV. 32.64 nn
O
8'x8' SUMP 3'x5'x4' H PRECAST I 1rj
3 RELOCATE MUST. HYD, ..•
_ A W/ PEA GRAVEL CONC. VALVE VAULT _. _ . . - - ` - - - - �• - - - ��^.i - n� 1� ° �> Qc,, E-�
ELEVATION _ _ - - - - - - ---. - - - - - y - ----T. _ - - - -
__ _ _ -
} .
('..:r I %2° BENDS 36.8 36.2 36.0 4 0' t ^� �. - - NIP.C. J
JL
r
EX, S,S;C�ANHOLE----- •I_ _,.._ I;j ?, i BLOCKING nZ�'
35,9 36.4 35.8 8, L I.P.
TOP 3& (+ l �G �G G� �' 35,8 i
INV 29,63 1 36 6 'a" 35.9 W/I�EOCKING x yG.. J 2 a
FIRE LINE VAULT DETAIL ;r ( 1 � o
36.9 °8 "36 8 VALVE 36.0 35.8 SETS K 35.7N,T.S. °° ° 8' W.L. .8 36,5Al 20'x50'x6'1STONE IT 8'x6' TEE W/VALVE ^
36.8 10 x15 C.B. #4B W L 35.4 w X
C❑NSTRUC�I❑N � �, °1 4' VALVE As
MAIL KIOSK �'
ENTRANCE ;f 6.7 ° ° 36.5 GRATE 35,2 8' VALVE-a
I i I 36,4 SLAB ° 1 m
,�. -__�°�8°Q�o 36,4 35,7 INV, 32,50 36,2 #7 , cA O
I . .. : 35,9 36.0 36.0 35,9 GR QA4 - �1
REMOVE EXIST, F. YD, ;i I r a , I 36,1 315 $q X��
36,4 cu iu INV. 32.6 E D N
& PR❑VIDE 8'x 6' REDUC ;t I I.. 36,9
•° 37,5 + 36.3 v N F. HYD, D 5, , ,✓ Wo H
t j I 37.5 �I 36.3 80, ^ �-r
36.6 35,9 •. 36,3 3 .3 35.8 �� C.O. 76 LF 8' RD @ 0.60% Cfir I ,O.
.71
++ > 1 ( 3 37.0 37.0
1 I I 3�. ° 35.b f--r
EROSION C❑NTR❑LAONSTRUCTI❑N SEQUENCE NOTE:, r
j �f , H f i of 36,5 *3: .36,2 36,8 ,'=. 6 �c
i0 36,9 6 35,7 Eizff
! 1 ri i f 1 Irk 2 4 36,9 F. 36,9 4 36.0 4 N.I,P,
1• SEE EROSION CONTROL PLAN NARRATIVE AND ! j �; ; 11 j �*1� 2' 0SPECIFICATION FOR DETAILS AND MORE SPECIFIC ;
REQUIREMENTS. I i!I ii I 36.4 36.7 o DOUBLECHECK FIRE SPRINKLER SERVICE 37 0 e � x I tJt
2. INSTALL CONSTRUCTION ENTRANCES AND SILT FENCE 1 ; i C.B. # w BACKF OW PREVENT❑R SEE DETAIL ABOVE LEFT ' ' 36,3
Z to O
;', GRATE 3 9 ABOVE GRADE IN STORAGE (TYPICAL EACH BLDG) ci I I a w
PRIOR TO STARTING CLEARING AND GRADING. ! `" t I' � [NV 33 �
r ,1 A // // °...
! i i i 313 v J, 36.5 >
c-3 I � + "a ; • 37,4 Y ROOM _INDER STAIRS, � D G� 361 I �, x
$. CLEAR SIZE OF DETENTION POND, INSTALL OUTLET f art I rT` ,4h U J (TYPICAL EACH BLDG.
vi,, � t rc 36.3 � 1 0 �, r � I 1
STRUCTURE, AND EXCAVATE A SEDEMENTATI❑N BASIN • '� 6 n. w , EACH .SIDE) �;-�328 RACINE DR ,,� -• M M
PRIOR TO OTHER CLEARING AND GRADING OPERATIONS, if U r i (� i If' 36J A a '" FF 37,5 35.9 36,3 36,9 x I
DIRECT SITE RUNOFF TO DETENTION/SEDIMENTATION f 4' i r ; i SON&. 0 _j J _
p') M
BASIN DURING CONSTRUCTION. / ii t t P / k 2 TOP 37,0 COORDINATE LOCATION & DEPTH ❑F o L D G // C // 1 A W Z
�t r C. v ° 6 x SILT
! � .-,�; ,+ �Y - r; , _ a INV. 30,36 � SEWER SERVICE WITH PEN, PLUMBING --- ;' o E 2 Z �-
4. STABILIZE CLEARED AREAS AND SLOPES WITHIN TWO -/ C.B. #4Fl CONTRACTOR 326 RACINE DR, o x O Cn Q)
WEEKS ❑F COMPLETION OR SUSPENSION OF CONSTRUCTION f` ,' (� ;'3 3 - GRATE 6.5 a 2' FF 37.5 20' f-
/� INV. 32.17 cst Z Z Z
IN THOSE AREAS. �' ` V I A ° �' BLDG //A // C.O. 6,3 35,7 r- I i N O
! (t r ;ti I '36,6 36.4 , I 35,8 �?
5. ESTABLISH GROUND COVER ON ALL DISTURBED AREAS / r I. ,! 4' F L 330 RACINE DR. ❑ C.❑. J x
�. 3 +v, ac I ' S.S. @ 1,0% C,❑, co I ;`' 0 3 a
PRIOR TO REMOVING SILT FENCE,
! r'�f I r3 o FF 38,0 35 LF 18' S.D. @ 1.20% (PRIVA c.❑. 'aoa• VETLAND 37,0 F,L. N 4: • �IETI.ANU ,x
ti �l/ I, %1,j 36,5 0 3 �` I I BLDG. D - -f U Et: I ILLE:D .01 � I'v
J, TO HE FILED 4' A
C.B. I:' �� 0.11 ACRES - 35.7 36.6 r� 0,87 ,=�f ES
tr k 36,7 m �r i 35 ti o I r• .
GRATL .,5.5 m J C:
! ,►r 1 11 '! w INV. 31.70 - - -- 201 LF 18' S.D. @ 0.20% 36,0 \ I`�'1 L
tt ( v 36,5 2' I I `+ U
2! / x
10' 1s't �c � I
,
i
,
"` 36,8 6 25 LF 24 S.D. @ 0.20% ° I
l 36,8 Z . . 6 _
a J I a I ---------------35 _36'--- Co. #6 36.3
ir 1 k 36,6 d f � _---- --------34--- ------� GRATE 35,4 .< Q x 1 O
r / 'f r 3 3a 37.4 w / ✓ES INV, 3L46. . . -32.��. . - ;�_ 35.9 36,9 (n
! I I / INV, 32.14 36:8
EX. 5.�. MANHOLE .._.. . ._..-_. ..�. / F
1
I � 3 I / � SLOPE GRADE 0.1' FROM GRADE AT
TOP 34.97 /' i,' f` ' " `, a 2 36,8 ° r�, w c;' / 10' x 20' RIPRAP ����\ r 36.0 v I ^�,, x BLDG, T❑ 5' OUTSIDE BLDG,
,, : .
ri,t n1` �` BLANKETS 36.3 �' O THEN AT 311 SLOPE TO EXIST.
INV, 2a9� f I ,` ( r I vWiLu
I I I .' ` \ �` j w
,. t ¢ � DETENTION POND 27 �� � SEE SPECIFICATIONS 12' F.E.S. w
2 w w I ! 1 TM-INV, z
ty r' % / k I I BOT 27,0 DEBRIS PILE 4 1 AND SOILS REPORT FOR 1
NWL 32,0 [ I i UNDERCUT REQUIREMENTS
if t J 4 v vi I I 1 STOR, 33.1 III ��r 14 ;� f
o W HWL 10 8 OUTLET' STRUCTURE ! /
l rat 11 I N o I _ H1,%L 50 35.1 .SEE DETAIL liJ J/. ' 4 C(1 x I .• ,
SHEET C-3 i 3 ) ;{,r lsa ,
-
_- -
/ FE, INV, 32.0 35' FY SETBACKcu
-
r /
_- -- , @
a, ,�. .1 k EX. :,,D, CURB INLET 0,40% . . . ;;, _, t
"'� TOP 35.15 F 15 S,D• T T T T T-tT_ r - T T - _ - -' 36.5 136,0 136. 36,9 37:0 37,0 I ( x ,afC^f' `"
INV, 31.18 36,8 194 L �� - ------------ - ----- W i -- 2 , S.D. 0.2% _ µlOrt1:: /�S
36A 36,0 it CURB OINL�.7 ( I �� 0 • • ' ' r �` � 'x50'x6, LF 12 e Gn:; /�'C7 `�
C.B. #2 n S,D,C,B, #8 c' Z
EX, S.D. MANHOLE ' .____ / PP / .y / `9• 36A 36.0 1 TOP 31.72 I J I Q � S.D. 1; � _ STONE 36,1 0 TOP B. I I O
-T. / r, , < f GRATE 35,8 `X�' ` RB �`"T CONST. S.D.C.B. #7 x EX S.D. CURE INLET
TOP 36:.
SILT FENCE INV. 32,60 �,
TOP 34,88 ,,. 1 ;, � c�j�Qs + INV. 3L?? cp ,.x -, �.
r ENTRANCE I I 3F 3y, 6
/ INV. 32.76 `��; I �. •I `.
INV. 3U.25 - I I ��- �_� INV 31.12 , �C.L INV 2,•
r 9 X X �-X X X �X X -y��T X X X X X X �' -X X X X X X+ -X X X -X X X �- XINV. 3&56
'G X - ':._� X X7 ,Yi��'-Y-
- - - - - - - �'�-:� -6_44,34' - - � - - - "� - - - - L�� - - - - `�" - - - - 3� - - r°_ ,,; - Y` l s. o . - - �', _ C,❑,_ I
r
EXIST, SIDEWALK ° TALL W.L. BELOW-� r EXIST, 5' SJDEWALK
y r
t. '�' 40 LF 8' D,I,P. SS �' a EXIST: S.D.
✓ i' r^ - n�.. ; . F� HYD n t �• �o-� F HYI) w fiy
SAWCkY•f"� EXIST. PAVEMENT._ � TM .i __ '�• -- ' .�. ?F, H"D
,, r„• ; ---_____--- ��'- ----- ----- r---- ---7__.._r?��_.___._________.._____ -___ . _w__w__..._... ^ FOR CONNECTION- 1::' � •. . .`�.'._ � � _. .............,��'
SAWCUT EXIST.
• rrr _ _______�__ ____.._ _.._________�_____�_.___ I_ -- .__..._... ...._.. _- -.-.- -..___....._ . ........1 .,k __._. .. �.-- _ -
,• .. rr frrr_ r. _._- _ _ ... f;rc•� r ".. L.. y. __________ _.__. _...____ _.. _....._. __....{.,... ......_... _._.._.__ _,. L .... __..
- - ; I I I I PAVEMENT FOR TAP
24 RCP
5
s . �.. - -...._... _.-_ .._....... ........ _.. ..._._. .-.___ ..__.... ._.. J I� F.CF L•
--•---. ----------
-------------__-. :•__: ___...:::.::.:::..::::::____=::=-sr=:-.c:=::::::::::::::::::::-:---••--• .,..__..___ ......_._._.__.._._.._M ..___.__..___._....___. ....._-.._. ..._..... ..
INTERFERENCE M,H. -`-,.._.....___........-___-, r' ... r _ _....,... . ,.. ...._
r ... PAVEMENT
... ...-
Y '..', , I I S WCUT I
ST
FOR CONNECTION A
I
RACINE DRIVE Il PIN IC _• 70
ASPHALT PAVIPJG I FOR lOx6SAWCUT E SIS EXIST,
_
i
•- ,''.,J' rrr ..,,., 1 i �i _..I � � j _i TXP MANHOLE
O 36.05 EX, " MANHOLE I
!NV, 30,57 - - TCP J37.90 1111111 1111111
r
-- -•a
,!f r` PP S,S.M.H. #1 EX. Z.D. MANHOLE IN\/. ,,u
EX. SS. MANHOLE frr r�, r `` EXIST, TOP '5 20 TOP �,69 ,Vi?WL:�
- __„_ r' r
�"�`"' � INSTALL D DOGHOUSE MANH `❑GH OLE ( I v I '
TOP 34,82 ! PP ( EX. S-D. MANHOLE E.X, S,D, MANHOLI=: DRIVE �• .
� rr r ,� ABOVE EXIST, SAN. SEWER � 4h � j,,y,�
15' INV. 28.42 \ rrr / / ° TOP 35.24 TOP 31.67 INV, 29,7f LJJ E (+ V E
10' INV. 28.57 t r' ;r rr EX. S.S. MANHOLE rr INV, 30.48 INV. 30.82
TOP 34.66
rrr„rr % I INV. 29,36 N EX. S•S, MANHOLE TOP MANHOLE r--• U) O
D
NOTES: a77
INV. 29.92
W
I _ - - -- ._. ... _. _ . __.
/ 1, INSTALL WATER METER GANGS 2
rr BEHIND SIDEWALK. COORDINATE WITH + __... _ -._._ __. __ ______ __. ___. _. �. _ _. .._ .._ .._.. . _.. pHgJ ...__
/ 1 e PLUMBING CONTRACTOR ON LOCATION. �Q �... _ _ _ __..
r TOP 3➢.9ANH❑LE _...._._.. 94200
..._ _ _
INV, 30.04 2, INSTALL SEWER CLEANOUTS 5' FROM Q
�I ra Ff3 tf3
BLDG, FACE, C❑ORDINATE L❑CATION AND N _.__.... DES. S
. -. _..._ .__.__. _._. ..__ ___.__ ._. _..r ____DEPTH WITH PLUMBING CONTRACTOR,. N � �
/ r rrr 3, A 20' MIN, WIDTH EASEMENT WILL BE
_36 _ - - _- _ . _ _ .......... ELW
/�•�p DRWN.
PROVIDED FOR ALL SAN, SEWER AND EXC T..._2� "RC - -_ D._..�-_- ---.-_-_-._ ...-_ ___-
_ _
-JT--
%r � •fr / WATER MAINS & SERVICES, _. . �2n WIL._ _ - . ...._.. �. - ---. _ . : .. __ *,%F-% A ,_. _ DATE 07/03/95
` 4, LEAVE A MIN. 20' UNDISTURBED BUFFER 34 -r%
ALONG NORTHEAST PROPERTY LINE, TREES
.
LOCATED MORE THAN 10' FROM ANY BLDG,, • • ��
PARKING LOT, OR UTILITY LINE TO REMAIN ,A' ♦C
1 / UNLESS SPECIFICALLY TAGGED FOR REMOVAL, -•---- __..--..-.. � j/� i3 S.D. _....... ..._- _
-- -
GRADING & UTILITY PLAN 32 �_. ..... N'
Essi
5, 8' SANITARY SEWER & MANHOLES ARE PUBLIC. _. _ ._ _ c SS _ I _ __ __ :• SEAL
6' SANITARY SEWER SERVICES ARE PRIVATE
WITH ONE CONNECTION PER BUILDING. SCALE 1' = 30' �� �� �v v C ^ •
- 097
6, FIRE HYDRANTS TO BE 3' BEHIND FACE 2
OF CURB, 30 _ -- - -- -._..... -------._ - - _ _... __ --
-- ,,,�,��
30 15 0 30 60 __..._-. _. _ _ ._ .__ _,. -- ._.. _.._ _._. ..__. -- - _ __.... _ . _ . _ /�/•. c
11 ilk
-- --�40- -LF - - - - _ - .....
lN�`. .'30°36 _ _._ �-
_
2/7
­__._­1_­___­_­j-_17­�­_�J� r I ---\_ 1 29.7,_- _
_ C - 2
26
0+00 1+00 2+00 3+00 2 OF 3

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4' DETECTOR CHECK / \ Q N Lli o V) Z W
AMES 1000 DCV OR EQUAL I _ e' \\ 0
• 2x2 TEE I I o w w cn U N U)
8 SUMP �--- ---� I I / JOINT EXP. \ Q Q w O C3�r � E-r
• I I DUMPSTER DUMSTER w O - W oj
4 i i 2 I ' APRON PAD 1 1 U (>n p W •--�
-1 Z Lij Q Q r' co
Li L -----� I i 6' I < rh E-' c
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2-4' NRS 4x2 REDUCER w
6 ° .
4` U O .--,
GATE VALVES I LL . ° a rn \ \ \ w OO Z co
O I \ N 00 O r V) cq
PLAN VIEW
JOINT XP, LOCATION MAP N F-1 o CO
3x3 HATCH I PP DUMPSTER PAD DETAIL
COVER N.T.S. a Q O U 00
O
EX S.D. MA
NHOLE
': I �' TOP 36,86 \
1 INV, 31,19
4• 2• ,f BENCHMARK \
f EX, 'S,D, CURB INLET / E-i
TOP 36.98 i nn
1 INV. 32.64
/o)
i W
8'x8' SUMP 3'x5'x4' H PRECAST 1r'f I�� REL❑CATE 4XIST, HYD.
W/ PEA GRAVEL CONC, VALVE VAULT !NI - - - - -. ry.+ _ -_ _ ` \� r�'' \" . �> I `� [--i
f:. I,P - - - .r. _ N36 05 29 E R; n �' t^u
22
ELEVATION � 36,8 36,2 36.0
1 f" 1 1/2 BENDS 35.4 36,5
EX, S,S, MANHOLE---- I'r f 36.5 587,30' 35.9 36,4
TOP 36.58 ' I \ BL❑CKING 35,8 n� E-+
�r 1 ti �G �V 4�Q ^ 35,8 / W/�EEDCKING 5�° , r �� � w �i
ffipmlllll jjjjjpaqlllllL-_ ­
FIRE LINE VAULT DETAIL INV, L9.63 __ i r� ( ' r, 36 6 77ro 35.9 x ` � o
36,9 °8 "� 8' VALVE 36.0 35.8 s' RY SETB K 35.7 • ° F-r
35,8 36.5 , 20'
N.T.S. l ° 36,4 v
Al 20'x50'x6'ISTONE ,i 8'x6' TEE W/VALVE 10'xl5' 36.4 W L, 35.4 x pQ
CONSTRUCTION 36,8 0l 4' VALVE C.B. #4B ,9 u
° MAIL KIOSK GRATE 35,2 8' VALVE-I
ENTRANCE ( rr 1 6_7 0 1364 36,4 SLAB 35.7 INV, 32.50 36,2 #7 1 1 T �
35.9 36.0 -4 36.0 _ w V
} 35,9 GR 5.4
REMOVE EXIST. F. YD. I 36,4 ` d 36,1 N 35,5 INV, 32.6 8q L w x�ft
& PROVIDE 8'x 6' REDUC ;i � � .j.. � k 9 N
:P
I I� r ( .1 � �, 36.9 37,5 36,3 v iu F, HYD. 5, x tr o
� z
J rr'i f if Ij i I 36,6 36,6 37.5 35,9 36,3 S 3 .3 36.3 35.8 �8�.
I r !
• C,❑• 76 LF 8' RD @ 0,60% C.O. 5 Q F"+
4 •° 86,1 r 36'7cc 37,01 37A
2
SEQUENCE; NOTE: r l f °•
ER❑SI❑N CONTROL/CONSTRUCTIONE �-+ i , o. 36S• •36,2 3s,b 1 % �,�
Al I r� ! r ( �o 3 36,8
I '>' � .:' 36,9 6 35,7 '36,1 X UJ'i
J 1 ,f c+ 2 4 36,9 F.L. 36.9 4 36,0 4
1, SEE EROSION CONTROL PLAN NARRATIVE AND 1 { rr i 1 j a1� 2+ N.I.P. �Q
SPECIFICATION FOR DETAILS AND MORE SPECIFIC f l; i r M N
Ins
0
REQUIREMENTS. �i ! I z u 36,7 c� 37,0 A x
ri C,B, )# x 36,4 o DOUBLE CHECK FIRE SPRINKLER SERVICE
2. INSTALL CONSTRUCTI❑N ENTRANCES AND SILT FENCE vi 1 r'� r,, GROSI BACK'FL❑W PREVENTOR SEE DETAIL ABOVE LEFT aj
° 36,3 T� 1 M d
PRIOR TO STARTING CLEARING AND GRADING. J f fr INV 33. �/ ABOVE GRADE IN STORAGE (TYPICAL EACH BLDG,) � • I 1 a Z to O
J U f i r� , •� ! 37,4 % A ROOK UNDER STAIRS. // // 6.1 I x W t0 co
r 36,3 Y r D G r R 36 5 > rn rn
3. CLEAR SIZE OF DETENTION POND, INSTALL OUTLET rr ' 36.3 `� U -� (TYPICAL EACH BLDG. L �'�
- AND EXCAVATE A SEDEMENTATION BASIN t �,�r i • '�� 3 6 �;� W ;' in EACH SIDE) n��328 RACINE DR. ��,' 36,1 �,.
STRUCTURE, f . .. , , ca o .� M
PRIOR TO-OTHER---CLEARING AND GRADING DPERATIDNS. �* �� U 1{ k, ,' ,r 36.7 a FF 37.5 35,9 36,91 1 =
DIRECT SITE RUNOFF TO DETENTION/SEDIMENTATION f 0_- ; f S.S.M.H, #2 L_ _j 36.3 I x U M ro
BASIN DURING CONSTRUCTION, J �ji . Q" ,( f / 2 TOP 37.0 C❑ORDINATE LOCATION & DEPTH OF // C // 1 A Z^^
G BL_ DG . SILT
^fi r �. j. t SEWER SERVICE WITH 'I-EN, PLUMBING 6 0 O
r, , r ; J/P /GUY J C,B. # A � 1!20
FENCE = Z4, STABILIZE CLEARED AREAS AND SLOPES WITHIN TWO fir jr �r i Q CONTRACTOR 326 RACINE DR. o x F- O O 0)
INV, 30,36 i .�:3 - GRATI. 36,5WEEKS OF COMPLETION ❑R SUSPENSION ❑F CONSTRUCTION r IyI , ; FF 37.5 ' H-
IN THOSE AREAS, ( l�r 1r f' q iu // // INV. 32.17 I Z Z W
r` , , ,�- 36,6 BLDG A 36,3 35.7 35.8 -I a ~ 1 Z
r,r ti 36.4 r
5, ESTABLISH GROUND COVER ON ALL DISTURBED AREAS rl t I C•❑, C.0. t` � I 1 N O
PRIOR IS REMOVING SILT FENCE. 1 j r`In ./ k 4' F.L. 330 RACINE DR. OI S.S. @ 1.0% _ x w O =I 2 Q
/ r J, r 1 J o FF 38,0 35 LF 18' S.D. @ L2t1%.' > (PRIVA C.O. '404' WETL D 37,0 y CD
rr w r 36.5 3 BLDG, D k ro BE 4' F.L. Cu r C.D. I o N 3 0_
�' JcTLAND
�� !z o a rb. \ k ( 3E FILLED ❑. J I b v
f # , x C.B. �1 j -�-�_ 35.7 36,6 �� _ 8- ACRE` J Q xc?
• - -.
r f I I GRA :: 35.5 L1 , X j 5,
INV, 31,70 201 LF 18' S.D. @ 0,, 36,0 _ iv'1
r t v 36S 2' I I -- - - - -- - - I v, U
1 r _I x
JI t k (a1 N 10' 15' 36,1 !. a.
rr 6 -25 LF 24' S.D. @ 0.20% °. Z
4
36.8 ,.
fr tJ / 36,8 Z 36. . . . . C.B. #6 .:• 36,3 6 '
t f" 1 f JLi
r ti I ¢ I ----------------35 - ---
►n J 36.6 '°'.' ��-1--�����.��.---34 ��.�.��.- --'`-./ _______ ______ GRATE 35.4 ¢ x 1
f 3 36.6 37.4 I 3 I ;�/ FES INV, 3. . . . . . .32-33• _ _ INV. 32,14 35,9 36.8 36.9 i
. . . . . . . . . . . . .
EX. S,S. MANHOLE -- �•. i f rfC) I I / 10' x 20' RIPRAP `� "`��' ' ` SLOPE GRADE 0,1' FROM GRADE AT V)
t BLDG, TO 5' OUTSIDE BLDG, Of
TOP 34,97 �� ;i,' t, �r o� a 2 36.8 C)� w vWi �: / 36,0
INV, 28,92 \ t ,rl t '� n\ " I `' ( rJa I ( � BLANKETS �^ 27. . . `��\~?� r 36.3 - ❑ �- " THEN AT 31 SLOPE T❑ EXIST, W
f r �
.
�`•. ; t` 1f ¢ " DETENTION POND \ 12' F.E.S.
\ SEE SPECIFICATIONS Z
as I I I J 1 cv INV:
r k I I 1 BOT 27.0 DEBRIS PILE 1 1 I AND SOILS REPORT FOR (� 1 32.70
/r f UNDERCUT REQUIREMENTS
NWL 32.0 [ 11 x
tip i / 4 I I I I i STOR. 33.1 f 1 f Z ��6 t^s..
k I tv cv o I ( . . HWL 50 3.4.8 . . . . . . . . . . OUTLET- STRUCTURE s% ►'r P z1 ^ ��j
• o u�> HWL . .SEE DETAIL / C I �. --.
SHEET C-3 4 k
37,5 FLS INV. 32,0 35' FY SETBACK / _ W
/ r r' fr i � •/ JEX. S,D, CURB INLET 36,2 36 2 % \�� - J ,w ;?' v'�__ ._40 v� . . . . . . . . . . . .
f' f- S,D• @ 0, ` _____ _ - 37,i) I r y�
19 T ----- .T T =- r _ ,--' 36,2 �� d I I _� qJ
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1 T .-.-�-' 36.9 0
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( 36.0 E?( I I �. r r , 1 3 12` _
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EX. S.D. MANHOLE 6 D C B #7
' - / r
/ PP t '< GRATE 35,8 36A i TOP 34.72 I I Q : X. a CU?? INLET r o TOP 38.0 1 c
r.
r� ,
TOP 34,88 r r \ cJ �� INV. 31.'2 T: 35 30 cp CONST, I .,�. n S x f X I?, CURB'
INLET / 'ol
I i 1 / ' S_\ INV, 32.76 r` SILT FENCE ENTRANCE ' I TOP 3E�5 INV, 32,60 1 TOP 39,66
INV, 30.25 °�., f !r \ ; I I INV. 31,1.2 CP _ �2,4 INV. b b
X Ir-X X X ^�rC7r X X ?h T X X X -X X X -7 X X X - X X X -X X -fix X X X X -7�✓ X X X
X X , _ ,5 J
- - - -644,34 - - �lie�11� - - - `� - - - +� - C.❑._
R IN 5
"" �" �' �" ""' '_ -' "` ` " r - .`�,• /Jrrrrr / EXIST, ' SIDEWALK G' INSTF'LL W,L, BELOW �C EXIST. 5' S DEWALK
i
':,,.F, HYD \ 40 LF 8' D.I.P. SS ' F, HYII w yam- EXIST. S.D. h v
_, _. ...•- ! - _ A r> �' f ' ...... -SAWC6Yf' EXIST. PAVEMENT I Y'- • �. F. H,I)
-"J_ _.-._.,_-.- .- _.- -1
r
_ r___. - _------ ... „ Z
tr 12 I)i, 4.,r•. EXIST,
i _________••.__ -��' F❑R CONNECTION _ � � � _._
:.-.___ _._..1- ---- ------ --- ---------------- ....---- - __ __.-.1 !..........._..._ _..___ _.--- --„------ ---L-- SA I
WCUT EX
_. a Q
rr -- _.-_..- ........... ...
F
rr I I P V M NT F r A E E OR TAP
I
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t 12 x8 TS & V RCP----- -....... - ................. . ... ... _ ..-..... . .....-. ..... - - r
INTERFERENCE M,H, ---..-....._,._._. , rrl>-'' rrl { `t� 4 _ L J _ - --- -_.._ - 1 .. . �...._... _......
----------
FOR CONNECTION,- _. ...._.._., _. _ � t ,
r• r l ,� J I0" P'/C S'.S, I I Ih 1�' F`vrC ASPHALT PAVING I SAWCUT EXIST. PAVEMENT
!
CUT EXIST, PAVEMENT RACINE DRIVE l I. I
SIS
FOR 10x6 S.S. CONNECTION ,"
. I_
........... / LJ MANHOLE
r
NH L
3C,OS A EX. MANHOLE
it CP37.90
I- 'I -
D NHOLE -
r'r It47 3082
EX, S.S. MANHOLE-,-,,.,_.�,.-.-----_ _ tit rr;lr rr' INSTALL SE N EXIST, TOP 35.20 _ tX '•1?i�i;uLL
_ NST LL DOGHOUSE MA HOLE 1 DRIVE TOP 39,69
•t A _.
TOP 3$,82 r rl / PP1. EX. S.D. MANHOLE LX, D, PIF NHOI_E INV. 3144
15 INV. 28.42 '4 �iir J ,rr / y. CL TOP 35.24 TOP 34,67 AB❑VE EXIST. SAN. SEWER tLu IN - -,
10' INV, 28,57 , i l r EX. S,S, MANHOLE ' a INV, 30.48 INV. 30.82 INV, 29,7t I Q cq ' V E
TOP 34.66 f
INV, 29.36 `r EX, S.S, MANHOLE Q Lo O I
TOP 3J MANHOLE 77 TOP 35.75 `'- D
NOTES: ,�, INV. 29.92 40 _
/ x ..._.. FEB 121
r
Li
FED
/ 1. INSTALL WATER METER GANGS 2' -.
/ r BEHIND SIDEWALK, COORDINATE WITH -_.-
// PLUMBING CONTRACTOR ❑N LOCATION, 38 _.. .......... ... __ Q.�"' - - .-. - :ZE �_w . ® IE .,.....�...,. ....-.
94200
fr EX, S,D, MANHOLE' _...,.... - . .- _. -
PR. ._
TOP 34.94 2. INSTALL SEWER CLEANOUTS 5' FROM _._. ...... _. .
NV. 4 _ _ _...._... . _ .._ _ _
I 30 0 BLDG. FACE, COORDINATE LOCATION AND .........
/ t __..._.__._.- -__--- --- _,.. .. DES. CLS
DEPTH WITH PLUMBING CONTRACTOR„ �-
_. .. . .......... .. ... ...-_ .. ..
3. A 20' MIN, WIDTH EASEMENT WILL BE 36 - -
r` PROVIDED FOR ALL SAN. SEWER AND n /^ r - _... ._._.. DRVYN. ELW
_ T -2wP Q-
`r WATER MAINS & SERVICES, ,__ ^ -.f_ _.- _ -.-_.._-._ __ __.__ _. ..
'. . j-
./ _.».-.. " _ ._..... .._. _. ..-.._. . DATE
r /;r 4, LEAVE A MIN. 20' UNDISTURBED BUFFER _ _ ... }L: __.. .. _... __rl 07/03/95
ALONG NORTHEAST PROPERTY LINE, TREES 34
LOCATED MORE THAN 10 FROM ANY BLDG„ ........ 2 ����
r �RY
PARKING LOT, OR UTILITY LINE TO REMAIN -. ��/ _ �1._. ---- -.. ,... .. _- .... .. ..,,,,.,.. \���
UNLESS SPECIFICALLY TAGGED FOR REMOVAL, NEW �� S.D. .-_ _-__ _. ...._. __ _ _.___ ...... ........ ��` �N..�..... �.
/ --------------- ... -- - - .__.._.. ----- --- ---- .. - - ------- _ ----- ESSI
PROF! E
r
..... �-� . . ... ... ...... ...........
5, 8' SANITARY SEWER & MANHOLES ARE PUBLIC. GRADING & UTILITY PLAN 32
6' SANITARY SEWER SERVICES ARE PRIVATE _ SEAL
...........
WITH ONE CONNECTION PER BUILDING, - -
_ 17 -Ll 8
PVC SS C 0.40 - _.... 1� ...
SCALE 1' = 30' _. -- _ _ , •. 097
_ . _ _ -----
6. FIRE HYDRANTS TO BE 3' BEHIND FACE 1 2 .
OF CURB, 30 _ _......._.. _....... - - _
30 1 0 30 60 __ _..- .-_.-. _..._.._...-.___.- _ . _.,.._ _ ......
/ tl�
#0_ LF t .iP -
28 _
_
_ INV. 29.7 _ _ -__ _
26 _ _
----------------...... -------- : C 2
0+00 1+00 2+00 3+00 2 OF 3

SEE PLAN FOR PIPE 2-2 1/2- HOSE NOZZLES MWIF ao;f
gINA®ACgS
ORIENTATION I Map „ BLOCKING DIMENSIONS ��aR
.)(/I'
4 1/2 PUMPER CONNECTION
sVENvx AA'£A ��
I , ° ° ° ° ° ° FACE TO CENTER LINE o
NI I o OF STREET oo PIPE SIZE OA © © svix "' " Z w 112
E­
nnnn NOTE: USE DEwEY BROS. � \ HYDRANT TO UP TO 10 4'-Olt 2'—6 1 '—6
-w EL �
N►a ccwv w Aw s air a4W I 1 r� DPAAMV AW 1/2' -- U O
CH—BN 3A FOR CATCH % HAKE BREAK W N v>
BASINS AND CH—SN-47 n n
CONC. COLLAR >v n V V SECTION OR J o w w
I I FOR YARD INLETS N 12 TO 18 5'-O" 4'-0" 2'-On rL z
L ✓0/NT RESTRA/NT WORD WATER ON COINER REMOVABLE \ I (n
o p w � H
HYDRANT TO 1ST FULL ✓0/NT OF PIPE Pr,� V) o w
OBARREt 6 0 3 0 a ect I PrAzt w z CQ
PLAN - - --- -- - — — — co
18 TO 24' 8' 0" Q �
0 N
CONC*ONRY
''-°" ""'°`�' ����� � CONC. COLLAR BURY LINE O � �
ASPHALT PAVEMENT
ELEV. VARIES o 0 0 ° ° AS PER SPECS. W I � �_ £XPAA9Gw,�tavr,/2' a o, © Z co co y
° @ ° o oo°o -� GRADE � �O N
PIE o o Q I (I i- © i jI I�T _)TjJ —I I— —I(_ �/ 00 OVAI IES ° ° ° — C.l. I/AL ICE BOX I ! BACKFILL - DI ABED SOIL J peBRICK MV, >�ax,s GATE l/ALI/E M/N. SIZE 6" - '� s• � wmQ� © ,3•(tUn)kN. oltA�]P M quTURN RIGHT TO OPEN J CDFLOW ✓0/NT RESTRA/NT �i I�I Ern,+�usxav yr ,/z' �av"T,/2' n � _1
_ _ 4" HYDRANT TO MAIN TEE �-
10
I� PLAN
y* _ DRAIN SECTION - PLUG
3000 PSI CONC— a bo a U�
I-r'f : VAANBLE fNOY PWA E. 11
v + + -+ .•:4- PLAN - BEND * , s, o• ,-4
NOTE: 114
DROP INLET TO HAVE SAND ✓0/NT RESTR4/NT Of_TAIL s.. �• ��
�• Q
TRAP, DROP FOOTING 1 Y do �pl ,; 1 ._.
SECTION .737
LEAVE OPENING AS SHOWN Y_; <' 9LWAAS , �, „
DROP INLET DETAIL CONCRETE PAD �,� I I-�- - GRADE SECnON A A E-{
(2) 4" SOLID CMU 15" X 15" X 6" ©� —>T=� -' IL UNDISTURBED SOIL �--'
NTS BACKFlLL ,r-0• M' Q' -'
WAY" � F—I
FIRE HYDRANT DETAIL oo-61-
( 7
SEC770N B—B W
PLAN - TEE SECTION - BEND & TEE STANDARD DRIVEWAY DETAIL —
HAND x 1'-0~ x KING STD. ALUM, L TA P E R E D
- RESERVED Hd�NDICAPPED PARKING SIGN o
TO READ "RESERVED PARKING" o
WITH IDIENT1FiCATION SYMBOL. I
1 1/2" TYPE I-2 (NCDOT) PARKING BOLT TO WD. POST W/ 3/8" CALADIUM
PLATED NUTS, BOLTS do WASHERS. F— Q �+
6" ABC STONE (NCDOT) T x 1'-0" x .080 STD ALUM. SIGN o NOTES: W1-4
TO READ 'MAXIMUM PENALTY $100, �` 1. SIDEWALK THICKNESS SHALL BE r UNLESS NOTED OTHERWISE. 1 IT R TOOLED
GS 20-37.6". BOLT TO WD. POST 2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. JOINT Q
_ _ -_-_---=_=-_ .. _- _- _ ___ = 1 M P R PLATED m cur o TOOLED
. WT i CAND U LA IN 8" AT 3. THICKEN SIDEWALK 1' R A CKEN S DEW LK 0 6' D -_ _ _ _ NEW YS t
12" NUTS, BOLTS & WASHERS. _� ��� 4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
pWrff_,
PRESSURE TREATED CxC POST. 5. 1/7 EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK Lij
0LEGEW AN: BORDER — GREENJUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.W{� =`'�tyBOl ON BLUE BACKGROUND �BACK(•° _ - WHITE FINISHED GRADE 6. PROVIDE A LAYER OF 151 BLDG, FELT BETWEEN WALK AND ADJACENT ° W Ot1�0) C''�PARAWNG CURB OR STRUCTURE.1-1/2"R(TYP) _— — 7. REINFORCE w/6x6-10/10 W.W.M.
NOTE: PAVEMENT SECTION MAY VARY �c��
DEPENDING UPON FIELD CONDITIONS. MAX I M U M z 1/2" EXPANSION
CONTRACTOR SHALL COORDINATE I—_=1 I I � EXPMMN AGGREGATE ON RAMP CURB--
CONTRACTOR MAX. SPACING JOINT MATERIAL
w/OWNER & GEOTECHNICAL P ENALT1•' J°"� '� _ EXPANSION JOINT (E.J.) CK °)°)
ENGINEER TO DETERMINE 3�/g'(Np) _� =—I I_
�r zzw
$ 100 I_ — h� N2Q
ACTUAL PAVEMENT SECTION. I I — _ _— "
GS 20-37.6 5 = LJ = _ <'�' •� 3 e 1 4'x1" DEEP w ANLr
== TO R BROOM FINISH PERPENDICULAR TIDN 1%8"R TOOLED JOINT
PAVEMENT S ECT IO N LEGENID AND
DER _ PLAN
NTS BACKGROU D-WHITE GREEN a "
4' SIDE*LK
TYPICAL HANDICAPPED SIGN DETAIL 3000PSE •* f
CONCREfE� CUT OR TOOLED _
1 4' 1/7 R
NTS 1 _ JOINTS �{ — � O
I e
CONTRACTION JOINT (C.J.)
r 3LDG.—STRUCTURE
PLAN
f_ 11=1Ti= �
6x8-10/,0 W.W.M. PACTED 1 J
Z SIDEWALK JOINT DETAILS
SUBGRADE
NOTE -
SECTION
CONCRETE SIDEWALK CONTROL JOINT a
1 . BASIN, FRAME AND GRATE MAY I
d
VARY IN NONESSENTIAL DIMENSIONS.
o �'-6' 6" 111 EXPOSED AGGREGATE 0
ci CLASS A CONC. '� ON RAMP & SLOPE
2' X 3' PRECAST CONC. BASI', `
W/ KNOCKOUT PANELS ASPHALT '
ALL 4 SIDES , �I °° ..'0. olie N
d k �ii ,O to 4 e 'I '
F' LAN w Q41
#4 STEEL REBAR (GALV. OR ASPHALT COATED) - 4 °
„ WAY LAID 4° 3 2:.i . . . b $
TACKWELDED AT 6 O.C. EACHCURB SECTIOU
IN TOP OF BASIN NTS v a
v
Z a4 4 I
TOP 34.80
O A .4 .. o IIIIIII Ilillll
ATTACH SCREEN WITH - a.a
� + :; i x '" 0 a h
x: :> , ' �,r;t;y PLAN 4 '
r ® GALV. LAG & WEDGE , ,"; Y; IOF ah
1=I nI t S 14 ANCHORS "J f�v As can
Ati> ` `t. ;k `s — a ° 4 v to
x ,<'Y k ,�, ", -> TOP WEIR 33.50 _ sou art,or nw e
GRAD u'"' <X <' M..H. C0fR SEE DETAC iv
a ` `. _ e 9
1/2" OPNG. GALV. OR F <%," x ;�% >. . 'Y . ;.:r`,
h` ?• 3/�•QEIOVT ft:4S1ER
18" DIA. OUTLET r- xA. Y ," "Y`'N" _
4` �',` }:' 4" CONC. SIDEWALK
ALUMINUM EXPANDED s ' `' '`r k
INV. 32.00 x '+h4 `ux'�''`kxy``w `x° c ;h WEIR 33.10 W/6x6- 10/1 W.W.M. wrawz r� cowsr
METAL SCREEN x" " 94200
v"R 7D' 4�
3'-0' 3'-0' DES. C LS
( Y `x� 'x,.
NT.C. P C
5 I.D. INLET HOLE ' ,k ` `# `>'' x",": x:x INLET 32.00 r � DRWN.
INV. 32.00 <' " ;t ,,''` r` c Y'
ELW
PLAN
x ;"; `,v ;k w 4• WHEEL CHAIR RAMP DATE 05/24/95
Xx` BOT. 30.00 ASPHALT
,G' `y k v 0 _ > �- ,r , ,/r I—s \ Illlln
e MIN.
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f� — _ — ° e
COMPACTED SUBGRADE 0 ;� _ } _
-1 I I-1 I II i II I { I I I II II II i I I hI I II I I-' su�PwAuE 10972
CRUSHED STONE.
T I N ELEVATION. 41r 8" I=III ISECTION„ `h°HEEL CHAIR RAMP �SEC OSECT/ON "A-A" SECT/ON B-B _ .•
bra ir ram faP anew wv E, S
DETENTION POND OUTLET STRUCTURE &. > TYPICAL SIDEWALK AND r � � � ��}�� - � " F5-
TURN DOWN S I D EWALK SANITARY SEWER MANHOLE H IA
N.T.S. NTS p,
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MF - M
SAWCUT AND REMOVE - —\
MIN, 50' EXIST. C❑NC, 52,40'
CURB AND GUTTER FOR 90,00 12.00 135.00'
NEW CITY STANDARD 12.00' 126,00'
14,00' 22:00' ("�
CONC: DRIVE
N36° 05' E9'E
I — - - - - - -- - - - - - - —., - - E ,— — N.I.P. � �{
CURB & GUTTER �_ — — — — I.P. C
587:30' H
U�p
UMPSTE
-
I ¢N FENCE 18'x22x 8' THICK
R PAD 1
j t 15 S @ 9' _ U
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53.31 14 @ 9'
38.49 0 0 0 135.00' .. < .• .
12,00'
i I 4 0 0 131.00, 't 72.00 126.00' 14,00' A 1
s s y
I' N N N MAIL KIOSK N f J�: 0' 12.00' 81,00' 14:15' 4, 0'
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H,C. SIGN N.I.P. = Z
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' v> FF 37.5 °
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{ 16.00'
326 RACINE DR.
{ �c. FF 37.5 0 O O
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SIDEWALK �, N "' Cu
644,34' - - - - - - - - - - - - ^ — - - — ^ - - A. - - — — - - - - - -
- ' d
112,00
43.00' 27.00' . a I(III(( III I
i 70,27' 183,37' .�
- - — ------ --------- ----- - .... -- ------- --- -
i 153.67' I I III I
/ RACINE DRIVE SAWCUT AND REMOVE MIN, 55 EXIST, ASPHALT PAVING
CONC, CURB, & GUTTER FOR NEW
CITY STANDARD CONC. DRIVE
94200
DES, CLS
DRWN. ELW
GENERAL NOTES
DATE 07 03/95
/
/ - - 4 R TILITY LOCATION
I i. NOTIFY NO-CUTS (1-800 632-49 9) F❑ U
PRI❑R TO ANY CLEARING OR GRADING.
2, ALL RADII 3' UNLESS ❑THERWISE SHOWN,
/ gym FSSI 'jG
/ 3. ALL PAINTED LINES TO BE WHITE, P�.Qy � �w� quo-7U¢ _ �-�I^.._.,i,� !r
/ 4. PROVIDE CONCRETE CURB AND GUTTER AS SHOWN AROUND LAYOUT & PAVING PLAN
/ LANDSCAPED ISLANDS. 1 7 � _
/ 5: ALL DIMENSI❑NS TO BE FACE OF CURB, FACE OF BUILDING, E
I, / EDGE OF WALK ❑R CL ❑F PAINTED STRIPE, SCALE V 30 DATE ,PI��]'T" ZO
j itinsss��� I,
6. FINISHED GRADES ARE TOP OF PAVEMENT, GUTTER, OR
7TT T
TOP OF WALK. TOP OF CURB IS 0,5' ABOVE GUTTER ELEV. 30 15 0 30 60 JUL
' C - 1
1 OF