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NOTE WyctOOWN I"
LEGEND H"$T "TES "IN
O V,
UE - UNDERGROUND ELECTRIC SERVICE LINE
\ ' ,9 WATER LATERAL
r. 5TR 531 EXISTING SANITARY SEWER
EXISTING STORM SEWER
T,0 64CA
�4E INV
U) INv .133p-cp FIRE HYDRANT 4 WATER VALVE
ELECTRIC TRAN_5FOFiMER
5TR- 53� .24 CONCRETE CURB
O INLET
T,C,,C. - 84C.54 17, CONCRETE PAVEMENT
NE !1"I", .83633
STR. 535 W
END 4
"EAVY -DUT-t
\19 V T.O.0 .84 1 A5P$4ALT PAVEMENT
I %* -I
N fis!Y-825.14
Qr� `� / P 5E fNv,-e,2P_-be, WOOD PRIVACY FENCE
0/ NW INV,.e.;S
A
PARl<fW_s SPACE
2' - 4' C:
PRO28F05E[:� ON:: RAL; UE57
LIG44T-DUTY
\�, \ \ \ \ -
_
\SEE ETA'L
ASPHALT
�� ��• / / \ \��i \ �= \ \ \\ t `O 'cs. ■ STORM SEWER INLET
010- V Fri ExISTING3 FIBER OPTIC LINE
J&-.aL0k&P. ExieTIW-s WATER MAIN
�� / Z2y/ 'r .may \ �. \'\ GONTRPL ---- S1-
T 1 01 EXIST. UNDERGROUND TELECOMMUNICATIONS
GA
C
TYPICAL FOOTPRINT
E64CK OF C4414IZ
F�RovlDE 31AME5E CADNNE�,_'
FOR PIKE DEPART -IENT N
\ \ \ -- \. 4' 0' MIR
ROPERTY LINE
L.ANDeCAF 15LANI- C 4& M
N,
Trip K-71-T M& TOP WiL
(2) STORY 11 \
x S I \ X
PROFESSIONAL
OF4=IC:E WTE6 5TH 4;,L PREPARED suBaRAc>l!
2V 20' TRASH >4
'X�
SiZZFMCAL W1 6' 'AMY
F"VACY PENCE 43,430&q.ft. • W &44TAmy x T,'C.- 3435a • 111111111VAM LATORAL + 4�, N NV-626.W -YFICAL 51DEWALK SECTION
GATE OM Dfl_ .11 PW (LADWO)
AL
\ SE N\/ .626t3
SAWTARY LATEMAL 57rw- 54i
c4YEAN-00 WE -P V /E N 71 THE SPACE 15E"INC THE CAAR15 SHALL 5E FILLED WITH SUITAELE MATE"L TO
ST, MA, CZED PT
THE FWaJIFMC ELEvATtCH AND 0014PACTIEV 114 LAYERS NOT TO E> 6' IN DEPTH.
5LOCK (o C*TAIL SOC15
DUAL I- METER •PP'"17*
k S'.43 SWALL BE 001-PACTED IN ACCO11IMANCE
131 AC. / 6 JNV.s5 5LOGRADE 44DER ALL CUM, SIDIEUJALK, AND DRIVE
ZONED M-3 14 INV.-631413 WITH C4HPAACTiCN SPECIFICATIONS
2' DOM*TiC WATER 5TR. 540
A. INLET
TO C -540110 C1
100\1
N INV.-6_3655
V
Cr
X,
W
_J
_J
10
LL
CA 4 -0' ea7U4EEN F_xPANSICN JONTO eMAX)
165 DRIVE
110 L
1�
1A
CONCRETE LUALK 0E7A11_
%
, *i_ I I I \ a \ ') PROVIDE 51AME5E CONNECTION
NOT To SCALE
X
\7 X"-? I I 0� I) Gf
/> FOR FIRE DEPARTMENT IN
1 1 1;, �, � - LANDSCAPING ISLAND AS
Va' Al-alfNLIM PANEL
A04PALT PAvVLNT
SCREEN PR ov 4* WNC. SLAB UAT�4
Z 84ROOM bet -10!10 W1J+F.
5C PRINT SYMBOL PROVIDE SIAMESE C43,NECTIC*�
N � i ' 1 � i � ! � I r 11
0" SELECTED 15" LAJI�OARCW \\\\\AVACENT TO WATER METER PIT F INIOW
FOR &PRIWLER CONNECTION
-CAPPED 6`rt'�
Ir
NI,
A,
I Ka
ft� . I I x
>
4ANI **t
F4 V, VE
4'CvR.AN1JLAR FILL -
R PITS—-
V
FIRE
DaIESTiC WATER
2' $a ALLIMINItl POST
!N �� 5 41jS" 46 PER SPECIFICATIONS CONCRETE WALK OETAIL
'x SAN, M.N.
+ 40
T.OZ. - &42 56 NOT TO SCALE Ci
Ar,
FIN15+4 GRADE A sew INV -82(o.0&
V
S 53 iNV.-62&J3
CTk:PN
NW INV.
EARTH 2W
155 CAfRMEL DRIVE
:--ONCRETE FOCTIWG A/C �N' 7 C T-T F - rg
ct)
t�/IE
4 LLE ,
1�
'1 11
4,
C Try -!,SW '�x
vA z
rEh*--E I
x
A�'
�4ANPICAFrEO FAWIWS SIGN QP r -1
0
NOT TO SCALE "I
WHEELCHAIR RAMP
A
3'-0- MIN. i'0' 3' -0' �. , \ { / ��, // ei G, / / i . �� G/ \
34v
TOP OF CAJR15 46' i \\ ` /�i/ ` _ \ f1 ; h �(. J ' /i /✓ o / / %/ \
X
xX
STS !,b�5
SECTION ENE)
INV.-83213
STR 444
5T%P-
5,4N- M.H. _STR- �43__
TOC, - 84118 END SECTION -4.
INV • C�33 te 6- SAN M, 4
NE INV-8:1w TCC .84; 11
LU IN ✓2 &3 j�jsP� NE IN,/ •81 Ord
$ INv•62e61
PARKIW-z LOT SE INv .81181S
SM 445 STIZ 551
ffT
SAN. MJ+ INL
CON0RETE RAMP 4 APRONS T.OQ84214
I
E.�02 51
RIBBED TEXTURE ON SLOPE 5E INv.-836.5e
W. '028.10 OF: I&- Rf--.P. NW fNV.-e1_1,&.-4
OF RAMP
Oft v�
-2 �21 INLET
6' STRIPES oil t
6W INV, -831 0C
COLOR AS PER SPECS, 00
!NLET
T.C.G.
NE hN,/ -831b9-4
KAMP D =1 A IL_
NOT 70 SCALE NW INV. .834-, 79
CURVE
LINE
DELTA
RADIUS
I
LENGTH
CA 4 -0' ea7U4EEN F_xPANSICN JONTO eMAX)
165 DRIVE
110 L
1�
1A
CONCRETE LUALK 0E7A11_
%
, *i_ I I I \ a \ ') PROVIDE 51AME5E CONNECTION
NOT To SCALE
X
\7 X"-? I I 0� I) Gf
/> FOR FIRE DEPARTMENT IN
1 1 1;, �, � - LANDSCAPING ISLAND AS
Va' Al-alfNLIM PANEL
A04PALT PAvVLNT
SCREEN PR ov 4* WNC. SLAB UAT�4
Z 84ROOM bet -10!10 W1J+F.
5C PRINT SYMBOL PROVIDE SIAMESE C43,NECTIC*�
N � i ' 1 � i � ! � I r 11
0" SELECTED 15" LAJI�OARCW \\\\\AVACENT TO WATER METER PIT F INIOW
FOR &PRIWLER CONNECTION
-CAPPED 6`rt'�
Ir
NI,
A,
I Ka
ft� . I I x
>
4ANI **t
F4 V, VE
4'CvR.AN1JLAR FILL -
R PITS—-
V
FIRE
DaIESTiC WATER
2' $a ALLIMINItl POST
!N �� 5 41jS" 46 PER SPECIFICATIONS CONCRETE WALK OETAIL
'x SAN, M.N.
+ 40
T.OZ. - &42 56 NOT TO SCALE Ci
Ar,
FIN15+4 GRADE A sew INV -82(o.0&
V
S 53 iNV.-62&J3
CTk:PN
NW INV.
EARTH 2W
155 CAfRMEL DRIVE
:--ONCRETE FOCTIWG A/C �N' 7 C T-T F - rg
ct)
t�/IE
4 LLE ,
1�
'1 11
4,
C Try -!,SW '�x
vA z
rEh*--E I
x
A�'
�4ANPICAFrEO FAWIWS SIGN QP r -1
0
NOT TO SCALE "I
WHEELCHAIR RAMP
A
3'-0- MIN. i'0' 3' -0' �. , \ { / ��, // ei G, / / i . �� G/ \
34v
TOP OF CAJR15 46' i \\ ` /�i/ ` _ \ f1 ; h �(. J ' /i /✓ o / / %/ \
X
xX
STS !,b�5
SECTION ENE)
INV.-83213
STR 444
5T%P-
5,4N- M.H. _STR- �43__
TOC, - 84118 END SECTION -4.
INV • C�33 te 6- SAN M, 4
NE INV-8:1w TCC .84; 11
LU IN ✓2 &3 j�jsP� NE IN,/ •81 Ord
$ INv•62e61
PARKIW-z LOT SE INv .81181S
SM 445 STIZ 551
ffT
SAN. MJ+ INL
CON0RETE RAMP 4 APRONS T.OQ84214
I
E.�02 51
RIBBED TEXTURE ON SLOPE 5E INv.-836.5e
W. '028.10 OF: I&- Rf--.P. NW fNV.-e1_1,&.-4
OF RAMP
Oft v�
-2 �21 INLET
6' STRIPES oil t
6W INV, -831 0C
COLOR AS PER SPECS, 00
!NLET
T.C.G.
NE hN,/ -831b9-4
KAMP D =1 A IL_
NOT 70 SCALE NW INV. .834-, 79
CURVE
LINE
DELTA
RADIUS
I
LENGTH
TANGENT
I
i CHORD
CHORD
BEARING
CURVE #1
12'57'00"
96500'
233.93
117.46'
233.43'
N 36.*18'10* W
CURVE #2
02*59'34
735.00'
38,39
19,20'
38 39'
N 44'16'27" W
CURVE J3
33*39'29-
640.00'
375.97-
117.46'
193 58'
N 58'19'45" E
LINE #1
47.54'
1
1
S 41'30'00" IN
LINE #2
40.0.)'
N 14*50'29" W
1 Sanitary 'Sewer construction shah conform to City of -or rnei sewer
specificotions and shalt prevci: as to nateriolF and me hods of
construction,
2. Sanitary sewer lot rals shown were dei(qned with PVC &pe 11)
OCCO donce with ASTM 0-3034 (SOP 3jT and slope a r4ninimurn nr
feeffloo feet
3 All PVC joints shall be prernolded n',,oruf,_lctured ano ir,sraliea ir,
accordance with ASTM C-425-6 nT.
4 Wh re water lines and san'+ary, sewer run with one
I fee Von shall be maintained.
another, a minimum of 101' hortz ntal sepora.iraliel
5. No roof drains, footing drains and/:or surface drains rno�, be connected
to the sanitary sewer system incl6dinq- temporary connections during
construction,
6 Buildinpo shall be serviced by a 6" rTinimurn sanitary sewer lateral The
ends s I be plugged and sealed wit)i water tight di, , VV
8Ire tc, be title up 45 degrees from ncrizontal, w f ultaNe
1ttings for all changes In directiomk
7 Cleanouts Detail 7 / Sheet C4 sholi be provided every 100 lineal feat
of lateral and at each bend greater tnon 45 degrees
ASPHALT __e T SPECIFICATION
The paving contractor sholl be responsible for the following_
I The area to be paved sholl . be cleared of all rock -, cebris, rr_,�_,ts _int
vegetation. An approved soil st
growth or weeds. eri lont small be utilized to prevent the
4 All soft, yieldinq or other unswtcible- materials encountered during kli,�v
phase of subzacle vnstruction shall be removed and replaced witr,
suitable matelot, T e replacement material shall fill the onstabit area
for the entire depth of the compacted subgrade and meet the subgrade
compaction requirements The subgrade shall be shaped to the true lines
and grade as shown an the plans.
3. The sit shall be compacted to 957. laboratory cl,�-nsity as determined
by AA,.�, , I Method T-99.
4 The subgrade and finish paving sholi be tested by an approved tec,t,r q,
company for uniform smoothness density and grade nt area lcc,)tio-is near
where shown on this plan. The smoothness, sho(T have the project engineer
present for this testing.
E Slope: pavement 0.75% minimum to insure Proper surface Jra,naje
6 The h,.t mix asphalt base may be placed directly on the prepared subgrade
in one lift to the required compacted thickness as shown on the plans
7 The hot rr);x asphalt base shall b o i�iced in one lift to the true ifne and
rodes -3s shown on the plans, _&J�ovio� rr)'jy.ture �hcfl t 1 place(I and
omPocted at a temperature oetween go (1121' C, and 100"F (1 49 '
8 The ovin q mixture shall be transported to the job site !r clear,, wet -covered
trucks' wi th smooth dump beds, The base and surface mixtures are to be
pp laced w,th self contained, power propelled avers capable of placing the miN
o the required dimensions as shown on W_ pions
9 Asphalt grade shall be
I T determined by its ability to - satis
foctmly -r
cl '
onrecatt, resist r4ting and remain st f durin g hl gh temperatures and
nd
a sustain f reeze haw c Iles in �on to e o nsiceroticns of
onticipIteo wect mixing process and curing rate-
10. See ri-taii sheet C4 for pavement cress-sections
SIT NQTE
1 Site information was taken frorr-I Keeler-Webb & Assoc ores, Jlcte,j
Januory 24, 1998. It is the contrctors responsibility t.
verify existing
site oriditions prior to commencing work.
2. The -_�ntractor shall be respon if le for obtaining or ve,ninq, t�t
all d approvals are obtained from the re_;Per_,71Ve _t1,
permits
courty"and'�or 9tote agencies Prior to starting rons.trjrt ;!n-3. The `)Iumbinq contractor shall consult with the ocal Water
provide all rrTaterials and labor and pay all costs not hone by tmr�
Local Water Company to Provide any new water serv;cf-
4. The Plumbing contractor hot: consult with the L,��)cat Co�.
frovi(le all ffaterials and tabor, and pay all costs not
ocal Gas Company to provide any new gas senoce
5. The Electrical Contractor shail ,_:insult with the Lo( ,11 F--)wer Compory
(Jrovide all materials and lob,.,r and pay all costs and 1-es not tie
y, the Local Power Cornpor),/ t0 provide any new ;ndef .ir.-,una Pl� tr -ol
service
6. Ths Electrical Contractor shall .-,,nsult with the Local T elechone ripal,
an 9NI provide rill labor and moterals requires wkii(-h ore not t;k-_,rn e
by the telephone Company to f,rDvde any new te(ep •or
7- - Underground water main service shell be ASTM- D.
8, The incoming water service shall be installed -wits; a rn,titr'num J C4.
of cover,
9. All utility service lines shall Le -onst-(,cted in ic, c;rdor E with u', e
latest applicable codes and to ul:!Ity'�_ lnd,/�), stclnd,ir'As
10. Use compacted granular f ll when utikfy lines are plc 1, -,-i indPr wall
and driveways.
11, Soil t) gs hov* not been �,er rned at this t me )%jelnPrjj
is ba,5ed on an rjsSurnpd so. t e? r,llq pre55ure of 1 5 C
12. Provide sleeves for mecharic,".1 work :)s re-juir-cl
13 Notif•• Engineer at least I Joy 24 !o
14, keo� between curbing s Qa,;nq oricl N& it n
4 o topsoil suitable for lard.
15. See architectural sheets f -_,trricr n• rtt , cf,X�,
16, See 'his sheet for sanitary se,%e- 1 -3 t,2 "! s tr) e s 11-h',
*
17. All edge of pavernient rods f ff -A n 1�
18. This structure shall cc.,mp.!,y w;tl, the A 19�11
19. Developer shall rrist-11 1-,catic,r, a
20. Site ootc
-
Zoned Nt
PHASE 1 (755 Carrne! Drive;
Lot area
Drainage Easement ;7,!e-.
+
PHASE 11 (765 Cormei Dlrop
mot area
L)rainage Easement ore (-,
Total Lot area
Total Building area -s 'l it
_�.
TntOl Lot Coverage z (OF AFj E APFA,'
parking
t9 x 20 spoc-sl;
Handicapped
Tritai parking
Required parking
Front I'ard Setbarl,
Side Yard Setbac}
Landscaping Front i arj
Lcin(l-.( aping S i a r 11
Reclu:o Front LrnrlaF jp
1--rent Landsc,(,p;nQ ea
r ft-
Required Loading r o c f-
(;RAPH1' Si A!J,'
o X, 9,
JNL-JJq--1d- __ kmwi - - - --- - --
im PEP-
PROPOISFEE) SITE FLAN
SCALE. C ui