SW8990416_Approved Plans_19991102

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WEST BOUND LANES P c` o r - r`
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----� - WATER M - - _ _ _ TOP _ 01 EAST BOUND LANES
'INV EL-'9.66
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NOTES:
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1. BOUNDARY AND TOPOGRAPHICAL INFORMATION PROVIDEDBY.16.40
._•.-�---_._.---'--- •.......-,_ ,..,.
STROUD ENGINEERING, P.A. I POLE 17.9-i----.-.,.,._ 271.9$
1.:,IU y.. 8 SIGN ---___-._,.,, fszo--------. .,. -,- _-
WV
DATED 2 L 9 ---- r ---�'
252-247-7479`�.
�,..-,-.....w r�s � SEWER
Is �` ...
E MH ,
2. ALL PAVING AND GRADING WORK SHALL BE IN ACCORDANCE .,_ EL-15 # oil
60
WITH APPLICABLE NCDOT AND TOWN OF MOREHEAD CITY SPECIFICATIONS. { ---' �- �LL-10,20
17 -..
AL MATERIALS AND METHODS OF INSTALLATION TO BE IN 18.2 1
3. L MATE i
C � +
ACCORDANCE... WITH TOWN OF MOREHEAD CITY SPECIFICATIONS... N 17.3 ---.. �
AND STANDARDS. i 16:
fRi CENERtL NOIES: _ f! .. -.
8#Ed au,Re Sr 1'SC CRii£.d fg00. ttBRT#A .KatS t!T" t! - I
4. CONTRACTOR SHALL INSTALL.. N.G.D.O.T. STANDARD ff�ro.oJ6 b RRa : 24 CONC. Gi1RB
_:.x d. SS 8 CONCRETE EO St USED.
l
CURB INLETS. I & GUTTER
DIE . f
Y Y I. Esc cPz rw P ING OF itaea ups Eo eE aaD tlXo oY Foa %, E„�
5. CONTRACTOR SHALL CALL ULOCO AT (1-800 632 4949) = TO #_
rE OR amfs iaoN ta,#t w. Yos: OF BRN:x w+saaY.
VERIFY UNDERGROUND UTILITY LOCATIONS. -� B I i TILE PAVED \ ��
xx, c#Ttx suRls OtiEa �••6- w. otPM swtt bE fReY#oEo eA, slf➢St••T' \
OR EF/tFERi.. STEPS SKY.I � in #COt410Lt d1N $TD. 8A0.66. SIDEWALK h\
y B ice!
V. CONTRACTOR: SHALL MAINTAIN 3' {THREE) 4F COVER FOR ALL -��-� _ v USE TYPE •E•,•f•,O•G• ORATE UNLESS. OTHERWISE iNO,CATEO.
i 16. E -R
{� STORM DRAIN LINES UNDER' PAVED AREAS. MINIMUM SLOPE 1 % o - e%E IN nu C AYRatTEa CkERETE 62KE as 1a+o candETE ecoRs -I- r .o0 16.9
E- VC O A#Y BE USED ft t#U a 0.#Y ! (
..�• •. IF RERStRtfo m PK IS SET RI 6.5 ✓
PLAN 6dK a#e a Box. wo To E#sF #s ,
CONTRACTOR MAY ADJUST INVERTS TO AVOID CONFLICT NTH 1-' oR dT#Np#Rp ffa].w. �+ 17.4 + rs a
I 5
. SECTION-X iC f02 b'-0• IN NEIY,}tT OR tFSi USE b's#lt. OAR ff'•O' M IEICISI USER- 17.0
OTHER UTILITIES. CONTRACTOR SHALL REFER TO ARCHITECTURAL t,
,e II TO.fr.-0 FRCA tOP6 yltt.•WbTHl iOAi •... trXIS 1.
I -I- r � � 17.3
• NE RER#Vt#Y B -O . OIAlI111Eb 10 1 . , . ,
OF DRAINS � � 4orx�Fo a«oRaxctY.
.t ..i a .. pt_
PLANS FOR LOCATIONS OF ROOF DRAINS. RO INS SHALL BE t . .r . .f , , . , . , ., . stGrr .
_ .-r.
..,
T4 THE CLOSEST... STORM INLET. «
CONNECTED t t
1
-�--• STD: STEP ¢ : ;. }
..
9 _ b._..
f : � .. 17.3
_# i . .
+ a.aa
F DETAILS. _ e i
7. SEE ARCHITECTURAL PLANS OR SIGN D IL _e _ e .r:_ s , < ,
�•:_ . I t � � < NOSE DOWN
wT t
�.
u
I P . r ,
s . f ,
i E
-a - gRa 18.0 7;�Q r-- 6s
t , t. , r
S PAVING, UTILITY SERVICES AND ._i_. i Gi 1 CUR 8. ALL EXISTING 'STRUCTURE G U... � .. r � � . B
f f .. .... -._L f_.... � . E I if . 7
1
'4
0 D 0ITloN LANDSCAPING TO BE REMOVED DURING THE EM L OF THE _ GRATE 16.10 t - SIDEWALK
_l _ L . ! WALK
x
SECTI -
o t
O Y .•.,
J + a _ -..
Y R AN S T F I _ _ � ,
EXISTING SITE B OTHERS D I NOT PAR © THIS PROJECT. INV 13.0 OVER -6
o x I
!
• • :. ff 16.8
9, ZONING C.H. '
t:
,. EY
}
.e LE AT! ON
10. AREA OF LOT 1.51 :ACRES: nt N.D., - s.3 f
of o b a asfo t
SECTION JJ qWD
h.. S SIDE 04
EIEVATEON : p�lj Cj
11. PIN )gJ 635612769897 �,
i r- A P j�'•'�' ,
SEC ON ,r N L j('`"�� j{��� jj^'�''
12. GROSS `FLOOR AREA - 4 847 SQUARE :FEET OR 7.37%b
,.,... r--•-- • to i
•
l ..a..
7 R 4 to }i
484 100 48.47 0 9 SPACES........ K � 13, PARKING REQUIRED: / YE yE14 6 x6 E<RB l +rs.xQ pp
u, � _ 1 . , RESTAURANT
n (
aEc Ftut a xwo w 1 i M , # W : ,
_ c r
PARKING PROVIDED 109 SPACES INCLUDING 5 H C. � o aLO
% N F G
,,,_ � E t6tffi76 � rs�Q - TH MOOR
14. SEE SHEET C 3 & C 3A FOR EROSION CONTROL DETAILS. ,.. E
0 OATS OESCTtIPTIOR .: <,�..._.
v +1s.o I ,�r; D. BK.
59
_cv a f P. -
O�It., 41 w S•. u 1 1 2
s
•
15. SEE SHEET C 4 FOR SITE DETAILS._ ,...>.,.w....:.,.,,,..... PLAN -, 1s. 17:8 '+� i zoNlNc-
FINIS CH
r � Jj"•� , �t , LA I FINISHED i.
FLOOR
f
f t „ � PIN-
635
♦ 6. maET l a a N � 17. • : . 28618 _2
STA tI t : NDARD BR}CK CATCH BASIN i
1, -� ELEV -- f
RU ,, PIPE i
ATI t �a
go d
- 2
STATE Of NORTN CAROLTNR -..... r"- t -....
OIV! I N Of-NIOHNAYS: STO-N , \ - 16.60
_.. W i DINING 18.E
ti
15.4
EE1EAq Notts,Lu , KITCHEN.� �j £ 1 /
Y
�e�`J /
CONC.
#ll oam utETs roYEa J••6• w affm to of PRanoEn {i? M111",
.
{U
CONTACT PERSONAL �fN , • - s TPs ,aR kTT tE fRS. STfPS StGll 8E IN #CRROA+ICE,#t,R , .WHEELfro avofr6LU , , 1 , ti.,
WATER AND SEWER x +#6.1
GAS LP x aiss ff CIwERE,E m e� asEa. 5Ti�PS t+7 .._ �.
{ ) 2 �UMPSTERs TOP-15.90
ONSiTE BUT NOT A USED UTILITY`! Al ,pRT#R JdNi2 IRE F , ,
AMERtGAs I GREASE TRAP ACCESS f a�
__. -.. fIY,RS ARE 10 8E USfOFOR f _. Ni .� ,4Li�_...
NE C9H3tRUCNO7 a TrE Y••-..
i !NV 12.40
cARc�uNAL WATER SERVICE INC. -801, # t � 4218 ARENDELL ST. ar sl B. COVERED r~3
O D BRICK tw
I -COVERS
MR. JERKY `UNDERW 4 SORY {QOR cn
MOREHEAD CITY N.C. 28557 RR,fT It'or To � tsEo N t - ' +h
«� CAN WASH /y/
- � Y Tglt$ SCO.£CI 10 tkift•;, i:. - fi RIM �• 17.25 /.
P.O. BOX 727 r . ,
252 726 4044
{ � P aN .. ... �M�
_.�._, ' :uaeo aaipc T1El ..6E xsft PF iEO. CONtRftE BRv.'d. .�.
MOREHEAD CITY N.C. 28557
as A SEE SHEET G 2 1
--.. '#Tt,i COPSG REa1�YE0.: sOtq UIKRETE BOORS ,uY OE US£O RI ItEV Y : t
247 4216
OF a# B+naE.
252 R� .. _ aacEo ..
{. E PT•E IS -. .. OR1R CNPRG SEL N 8#SE St LZ. .. , ..
d8 a na
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, O 1 0. OaO. r6 Box: iW r0 B# Sf AS SHOW ON S7 ...... . , I •. o
#IgER08N1.60. n147.33V .... a ..:--
FR d - - a
� 6R#,E � .
E ISSN' DATE:
J•6" .-. i ,.r -....
POWER COMPANY # , 2 :6.. FOR 8 d Ix. iEld+T t#Z. LESS IrtE ff' tAl. OVER 8'-0" .. . :... , _ 1.7,•17 t -Q .. q,
GAS LP } • . , , .: .33 . ® e
{ IN
- 17 .
iTE,GRT t 1 ME T e C T 2 t 06 f
RCN TOP .f OF f# tt ,.
cP&L
NOSE/DO
JENKINS GAS & OIL CO. B TAt F� T Z . •. < , THE REN#,Rs+C 6 -0` OUVAliEb TO BE iOJiSEEO ,... .. •. .,..: .. � t
MS. SINDI AUSTIN a d b b #CaA4 0 ELL ST. �- e ou+E�Y. : , ,. :. • t CuCt�RB & �
05 AREND 7�- b .. - .. - .., , t
+ .5Q
P.O. Box 1559 MOREHEAD CITY N.C. 28557 >r I :, ... .. •l , .. I, ,. � ,
i _ o .®, . .. ,... � IDEWALK 3
MOREHEAD CITY' N.C. 28557 �. °:, . ;. sA /'
252 727- 0500. ,
f ., . cal
7 7031
h r5.$a ,
252 26 � :... ... , . 0 �,, .
{ ., t i A . .. in u � • e t
.. :.. 16.2
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PLANNING DEPARTMENT
N
�...� _ .. c . ,
:SECT •._.. ..
# iON YY � .. �
WATER &SEWER U WY 2 1 .. , .. ... • : .
A S H 7O ,. t ,
O
E
M .34 V�
A RT•#?6,O,t5 uA OCVJi,N I t y 6.7 tF1 :�.� r 1 ,.
TOWN OF _ MOREHEAD -CITY ..... .. .. 6 ....�,..
TOWN of MOREHEAD ciTY;; PDE tom. Ta;#1 eRl� 1 _
17,0 16.5
wwRr SE1 CR ----- .�.. INV= 11.78 �� � A
MS. L1NDA STAAB P7Pf SP#H alaTN tanH f# asE ceC{iCTIGVS FOR ^'�"" ".._. _• a � • O �
MR. �IOE CLAYTON _J. ,
- PER. FT. RRCX 1.07.. triE PrPE � •.. t! ti+
P.O. _DRAWER ,M B R:MN.# w. Yos. `-- I ..__.,,rp_ •
,Ear towG N - 4 . fi f of
P.O. DRAWER M .. . 1 ..... .. 4
B.J J
$
MOREHEAD CITY N.C. 28rJdJ7 a)) a: )i e o.oro o.lnT--....... �.. .•. ., 17.'J © GB 4
Is a..
p,A�f MOREHEAD CITY N.C. 2855? 1 0 -�- ... , ... ., ... :..
-252 726 6xJKO. 1 >6 Oxv O.ogs ,+�.. ' ,a . "`-`...•` '7 -.- -..
{ � 2 247-68 6 } -5 .- .�.. �r 7 TOP.-17.00
-{25 48 ,. ,a o.oP# a.o6s I i Fx_ - - -- . / ."'�
a •o -- E
b 1-0 7-O 4-1' 028T 0111. O S
.o1T L1GT , -- .:._._ ;.• .. 130'-- " ENV- _10.0 {95»)
TELEPHONE G. R2 a.lTa ...-••- . . .. .. r' .: . 16.8 15 RCP „ >k :STATE HIGHWAY. DEPARTMENT � -h �EsQ .-.........,., -
caRaLlNa TELEPHONE -
NC DEPT OF TRANSPORTATION I _ _ :. • . • , . - _
SEWER LIFT ..... .•..� ..., : Chi
P.O.: BOX 627-- f x- . • -- _ _ 9.37%
REvtS N WA + rS.aa --
601 SOUTH- GLENBURNiE RD. Ie s R VALVE MH 9-
UHT -------
NEW.. •-.,....,..,.....,.,...,.. 18.5 S �} a7 ». i STATION MH w`�s --; ., .• . --- �_ -- -- + ,_„54 10
MOREHEAD CITY N.C. 28557.,. E oescRlPTION � _ 17.1,. ..., . •. .... .�.... -- � --- r . ._.. E
BERM N.C. 28564 _ t CJ EL� 15,97- -� Sao
252 247-2366 k 1.1 ..,.,.. .,_.,..... TOP EL- 16.02 1 + , , _ 16.20
{252} 637 341i ELECT�I�
MR ARRON - EVEREiT I L 4.25 { JUNCTION + rs.sa - -_ _
t 17.9 k EX. UNDERGROUND -- --` ---_ . -_ EX.
S ANDARD BRICK DROP INLET ( �/ 17:6+ 30.E - - _- ------ _$ EVtiE
EL _`---- - _ o "AIN
17. 17.1 ECT - - -�•
j2,r THRu 24•�PiPE �'fG (., » %, I INS --- w b w o
-. STATE OF NORTH tRROt INK r••- ...._ _,,... ,_ �... - A.7.. R
-- £z THICK REINFORCED-7 L Tt ,
OI YRtgt NO„f �7CLRAYS STO.NO. EY ....,, ,..._ ,..;_ A!
OTES: _._ I _ �. _
- s. _ _ BLACK c�RTAe _ _ , 7.3 p �
17.7 -. _,,..,, _--•---M.,.._ �7.s ,--•-_w.. WA7FR f�A? 1
AREA 1.51 ACRES j --•. •}-- ..--•-----•--. ' �
CA
- W tWtS Y- EOALT a c ----
J b B#a. W EOMLY SP#EEO '-•^'^-.... ..
17.8
SD CEO :.: ,.. 18.3...
oWN1=R, souThlsraR HOLDINGS,MOREHEAD CITY L.L.C. _
-.
S .. -17.8 _..... _. 0 18 RCP
a_ _.. __
PORTION OF: US 822 PG 249 ' 1 .......,... �T►
17.8 %
P FLAN[}. R _ 0 3.0 0
THIS SURVEY IS OF AN EXISTING PARCEL 0 i--- �i1 RTTo .-_. _
tT� , S , ao , j -
C R LIN WATER SERVICE HAS A WATERLINE ALONG _ � .....
A O A E
wA 70 NEAR THE ITCH ON THE _ SOUTH U.S HIGHWAY D l , I � �., s •o _. I s�. j
SIDE OF THE EAST BOUND LANES. __-
- ..�. CURB AND TO If R `
5.. t#IC- bxS- w dlEtP tf#OES / - \ _ -
PLAN OF TOP SLAB / - 18.4
f g 17.6
sv -: e I FIiF OT10C5 Z itD R:. j._... • - JB 5 -
.. , _ St .}. 17
8#RS r yr ,... 17,6
_ _ -- 1 a
TITLE EXCEPTIONS: 1:51-ACRE TRACT OUT PARCEL 3 - , �. _ _. j �-_._... .,�`'�-
+ TOP- 18.0
6
�- 1 4
5
DECLARATION OF EASEMENTS,. COVENANTS, CONDITIONS, AND RESTRICTIONS DB 822 PG 2 1 w„fR lfE � �.- .- f tz�a.-••--2 17.67 INV 8.$
sECTEONftR 7 � i8.2 18 w._..---- 1_,'��---•� +
EASEMENTS: J. ELEVATION A--• - �J �+ n
t4 Itus •V- WWI. CURB AND CUTTER ON LIGHT aloes j: 7- per•+ XIST. 24 - RCP
E6wu sP #CEo 16:9
1gaMJC VOTER t
a
l NE 3
CAROLINA POWER AND LIGHT DB 583 PG 249 J -----�"""�"" BY OTHERS �
.: .. -l6EOR OAI.DES 2 / \ ....
DRAINAGE EASEMENT DB 79$ PG 334, _ DB 601 PG: `275, DB 649 PG 160 , . ,, z ...� _ r
=�����-1- 5 aa------"' IfH.P. ,
CONSERVATION EASEMENT DB 822 PG 252 - =-- / -'""
ACCESS EASEMENT- DB 822 PG 253 DB 649 PG 159 _. _--------, --P. OVED
s SECTION.. SS a oEPRFssto � / �`.'"• ,�
SEWER EASEMENT DB 601 PG ,274 - ,:- _� _-WiR£R Ili$ CONNECT CURB & GUTTER
WATER ' SERVICE DB 557 3 ELEVATION If TO EXISTING BY OTHERS k -�
::....�._-�.-:.. IRC?�I�iENTAI.
NOTICE BY eaRoLlNa TE s PG 43 i -- COMMISSION
tKJfB,WL t.UTO eNO DOTTER ON STEEP GRADES- � j ___-.__.--• -�.,• _ .---• Ofn #Y11SSI+,r{;
... :.iST:Ffi`••R-i'
.
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STORM DRAINAGE CALCULATIONS
DRAINAGE AREA OF AND RUNOFF
MED
SURFACE
GE
TO III &
TOTAL
bRAiriAGE
,�
I
C
Q=L"IA:
CFS
PIPE
SIZE
GI#1
0.34 AC
0.34AC,
7.2
0.9
2.20
12"
Gi#2
0.62 AC
0.96 AC.
7.2
0.9
6.22
15"
CB#3
0.47 AC
0.47 AC.
7.2
0.9
3.05
12"
CB#4
0.05 AC
1.44 AC.
7.2
0.9
9.33
18"
JB#5
0.00 AC
1.44 AC.
7.2
0.9
9.33
24"
l AT LOCATIONS SHOWN ----- �_ �- -- r -- I&low OP WATER QUALIT,�.
j ----- 3s�--� -"� - -- _�___�� �-- q�lqqt ,�2 JOB PC970349
_.. GRA�'kIO SC
If MAWM
_.REyTSERS.. ' �„_,,..... _._- ,.,.... ........,. .w-•••^^^ -
'10-11HRIE1 ofsCRtrnoN .. _._.,:------- ,�,.,,..,.._._- ....- ....,• .....---
., ..:.,... � ,,.;,,....- 20 fl to 20 40 8fl
III ......,��•.'."
STANDARD -- _ NOTE.
S D BRICK CATCH BASIN ,._..-...- _,......-
I2" THRU 54" PIPE _ _- -- / THE CONTRACTOR SHALL S EXTREME CAUTION WHILE
RR t HR __ 0 L USE EME
- STATE Of NORTH C 0 t ..._.
K HHRYS n. J.- I f,
0lYt$EOR Hf NIOC a INSTALLING THE 18 RCP STORM DRAIN ACROSS THE UTILITY IN FEET •��
„ { ) / o
EASEMENT. MINIMUM 18 VERTICAL CLEARANCE SHALL BE 1 inch = 20 f
MAINTAINED FROM BOTH THE WATER AND SEWER MAiN. 666t 9 T 8dV iIL ICE
PLOT DA
Imo.
17--JULY-98

~
NOTES:
1. ALL DIMENSIONS ARE FROM BACK OF CURB TO
BACK OF CURB, OR TO FACE OF BUILDING WALL
OR TO PROPERTY LINES. UNLESS OTHERWISE NOTED._
2, CONCRETE IN DUMPSTER AREA TO BE 6" THICK ---`_ ----
REINFORCED BLACK CONCRETE. 1�
3. ALL ON -SITE CONCRETE CURB & GUTTER TO BE 24" WEST BOUND LANES
4. SEE ARCHITECTURAL PLANS FOR SPECIFIC BUILDING -
DIMENSIONS AND RELATED INFORMATION. DIMENSIONS EOP
SHOWN ARE FOR REFERENCE ONLY.
5. CONTRACTORS REGISTERED LAND SURVEYOR SHALL VERIFY
. WY G LAYOUT TO INSURE THAT POINTS STAKED. -------_'_'"`_----------:_.._
RZW)
OVERALL STAKING
IS SITE -7
WITHI
N THE ESTABLISHED LEGAL BOUNDARY OF THIS 0 68
COINCIDE WITH AND ARE A CORRECT REPRESENTATION _ -- - -- _ . _ _ Y U
OF THE OVERALL SITE PLAN. ANY DISCREPANCY SHALL BE
IMMEDIATLY REPORTED TO THE OWNER AND SITE ENGINEER
BEFORE BEGINNING CONSTRUCTION.
6. ALL CONCRETE SIDEWALKS SHALL BE 3000 P.S.I. FIBER -'
REINFORCED CONCRETE. SIDEWALKS SHALL HAVE EXPANSION
JOINTS PLACED EVERY 20' ON CENTER. TOOLED CONTRACTION JOINTS
SHALL BE PLACED EVERY 10 AND BE FILLED WITH JOINT SEALER.
7. EXPANSION JOINTS IN THE TILE PAVERS SHALL LINE UP WITH ---- ----_ _ ---
-- -. -- _"""' -- --• -- _ SEWER MN
----- 8" WATER M '------ - - ` _ l'oP` ,
THOSE IN THE CONCRETE SIDEWALK, -........ v - - -- -- ..._ ..,. _ _ _ _ ` ` � EL= 16.41 ' EAST BOUND LANES
8. EXPANSION JOINTS IN THE CONCRETE CURB AND GUTTER SHALL BE -- _ _ �- ___._ _ - _ --- -_ INV.EL9,66'
PLACED EVERY 30 ON CENTER AND ADJACENT TO ALL RIGID OBJECTS. ��_'^ EQP -
CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS AND M
FILLED WITH JOINT SEALER. -_"� - - 12" SEWER`'-
9. ALL CURB AND ` GUTTER ON THE HIGH SIDE SHALL BE CONSTRUCTED ----
TO SPILL. SEE SHEETC-1 FOR LOCATIONS.
10. ALL HANDICAP RAMPS SHALL BE FORMED FROM 3000 P.S.I.` ' -- --------_-------'- =-
FIBER REINFORCED CONCRETE AND SHALL BE INSTALLED -- ----•_ _ m _ -- .
BEFORE ANY ASPHALT WORK BEGINS. I� S 7123,5
POLE SIGN " —----•-.,._.. 271 98' 135.74'
SEWER MH
7607 j ! !
I
1 11
TT
TC7P FL=15.30
I
I I
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r I 1
i 9, 0' 1 I
I cri
_ `----- ---- -, .._ �„ I NV EL=10.20
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t'tTyp.)
1 I
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1 P i cXj
PAVEMENT
j
+ I
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MARKINGS (TYP.)
I__
.................... ..... .
,¢
R=5'
----------
IR=5'
1
NOSE DOWN CURB EXIST
I
_ ___._.............._.
R--1'
--
--
R=l'
R=20'
:'
;'
: _
•
;
,
AND SIDEWALK OVER_6'SIGN i
---,_--
'f
I
ty
.......... _.-,_,.__
. _
5' WIDE TILE
..................... •......- PAVED SIDEWALK
i
,s
'i
" :
i
' i
s
PAINTED ----_----<-----
(TYP.) ISLANDS
.__.......•.................. 1j
1 (�•I i ......_...
t_,y H/C RAMP =1 24.00$ 18 ,
of
._:--- -
i ' .__....._..
i
I APP y LEVEE S :• .�-� •_.__
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RESTAURANT : t:-I'=��J�:�.��;
DENOTES- HEAVY DUTY PAVEMENT U _I +. ,.�? 200 N jF GERALfl & RUTH MO
o am ORE
._.- D• BK. 591, P. 12
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FINISHED FL.---,--w ZONING_ CH
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t ; a PIN = 6356.1286 00
+ 1 87
.. � _ 2
I
` ELEVATION
z
-
I WIM -1 1-2 ASPHALT PAVEMENT o DINING
2" H ASPHALT BINDER KITCHEN = 17.33 ; }
;
8" C.A.B.C. STONE BASE V. l -- •. •. f w.._-..�
rOMPArTM Ci #RGRAf)F LzI 1 1 _..................._ ..... _ .........._... { i { . °Etj p
H C RAMP S �,� .
�` E T ON l � � � � -r-�.A.
D AVf�EN S .C_.I_®.. .:_ - . 1.�:%%,,: Iry
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j SIGNS (TYP.) ---- �`
HEAVY DUTY PAVEMENT i _ . _................ _.._.
N.T.S. . ........... i HjC RAMP :. _ - GMM
I-------------- _..._-.._.... t t _ .
NOSE DOWN CURB
A AND SIDEWALK OVER 6 ISSUE DATE,
9.0 18.5 24.0 1$ 0 ..1.8 O.,-. 24.0 `-- - i
2
1 1-2 ASPHALT PAVEMENT __ .........; ,; .• : 61.0' r
I .....
1t .5 p?yt
2 H ASPHALT BINDER I _........; t -
6 C.A.B.C. STONE BASE
}-•'_" ^•w ..._ti •,^ ..........................,t. ,. ,. • ..•' }
_ +_°a L
F'6RKIN AVE ITT SECTION RCS hr1_:._.._.-_......_.......................... , , ,. e
..,, .� COMPACTED SUBGRADE-�--_.,..._w AiRT ._..,_ — , k _ 24.0 •
I — � cfl 1
(LIGHT DUTY PAVEMENT) SEWER
,..:.:'.'-. ' . 6" THICK REINFORCED R=1 _____m.-.Y.- 8.5' �j e &
N.T.S. -- _ _ —.�. — , . •. , BLACK CONCRETE PAD
_......._....._........................___ - .._._....._..
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--- R-15 i
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.,rim. .. . .... A
-
MR SEWER LIFT �- '
1 Sam bmmKkY w \ WATER VALVE M H -L62:54'1M a7-s oR R7- A a+ n �s T STATION MN — s •: _ - p" E
RESERVED s m � `A , ae u�r j TOF' EL= 16.02 TOP EL=15.97
USE uaa R-•1 ELECTf11
EL=•4.25' _ -
a saga - :------._ "'- -- -- '. � ,,•:- .....
a INV OS, zo-sr sW ( JUNCTION
` ` I 1 =10 `' U G j
PARKING
. R=30'" " -- -- - _ E I - w._ ` +� _ X• �,- WATER w o, CAI
....,. •:: .._ .._,: __.. ___,• MAIN cy,;
. i i--�y. "
l
�33 R=1 ,
• ! J i R=10
tr TO of s mar .� R-1 1 ,
�a PATH CAR TO ( % rr' l i 40k0 -- -- _ —
a wux aces ►ior P ►ss 6Y OR R- 20 - 1 .._ i f
'� ems, , ,,.., ----- •......
R=25� d I � + ,`L.. ..."""'ter- ..---•---"^.-----•—". ,..
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12 Air , l / R=20 -
R7 8, TYPEar-8 at R7-11A SM S
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// I �.,, / A R=10' .... 2� HATCHED AREA.Uwe mom '
"m rum ON �� 9�39,„ _ DENOTES HEAVY f
DUTY PAVEMENT
/ 1
R - 1 1.14
MAXIMUM
SOS _
s
PENALTY
a�-� o� R7- �
wr
0
IV�OR
$10
t w,oai
sm
ar-w
I
GS 201 37,6
ri
SM APPfVM FM ON
nwmw
20-,V.e
E
A_-____:_
_ „
SIGNS SHALL BE
INSTALLED ON FACE OF
BUILDING
IF POSSIBLE.
ONE SIGN SHALL
BE PLACED FOR EVERY
TWO SPACES.
AREA
_
CODE PC970349
' ---
� � - -" -- 20 0 to 20 40 80
I,>
I inch = 20 f E�