HomeMy WebLinkAboutThe Spring Creek Village Resort VICINITY MAP OF
MARK g I I MARK A.
COS NO. 1005 COS NO. 161 CHANDLER No. 9518ES
360 Ranch Corp. Tract A
m 119 F 4023
F i I I Delaney& Company a
SSMH !!9E-, SSwN 9E_+ ' I Y2-1/2'=.M-I/.•cuss Iv
6] ELSIINC REiENMN1�D RM-+]l6.BI IEKISTINGN'.3'RE(31)SIDE
POND RCP ANON CUIKRT O010x
FL W-4]]646 100'v}2'=2'(}1 aPES R W-4]]].B 12'CIA.UTILITY CROSSING
EXI�iING PETENI ON POND 10O'.32.2 (3 1)SIDE SLOPES
12-aA UTL�Tv CROSSING W '\ 100=25'=2 (31)SIDE SLCPES POND CASEMENT 1}1'^55' I I C 1 4 Gw.,SlC. 10
\\1 EASENENT 132*.47 FoNne B a.,ca Sheet 1 of 1
r FL
POND EASEMEN 1}� CL E-4]]].95 /
- /I G [S89'48-33^Elq FCOB DA6.UY) (- - - �` FL S-4]7B.06) • SB t/2'vJe•Rp CULVERT ,_ _� Found&a99 Cap D
DITCH EASEMENT S
( I ..I'. I. - 3M.5411- 4- - - - (CO.(c.o.e.oamw ` _ _ _ _ - - - - - -In Ma+ummt Bo. _- - - - IC4 .2
I1 ( L- 090'11'27"el• �' [SB9'48'33-E) I �+
tIi i ar -
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" a' 05 est Babcock Street
1 i I J_ - �_--- F _{Piz- ______ ---111 20-- - I _ yC� �� 4:7/
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Found Brags C
I IIL __ ., T - -_- _�- I �y�7�g� A-�.rN JI - N - --- -- -- , - - - -- -- - A E .,/
----,� I I IeinsilNc DFTEnnoN POND �o w i I I r•A"i io[s'E.�'`� !� I T¢I '6 s / � W � °� ;.s/
II II 1 S b� S I fol msog e� sltJ
I I-- 8 IBd bf ��w 1 -"'I EXISTING 80'WIDE ACCESS AND URUTY EASEMENT PER 1 UrUT,G cuL Ia VTRiR7 B
I - COS 874 unu �•y+
31' i• I I TRACT A
r- LQ7vD
�g? COS NO. 1872 v _
NOT TO SCALE �' e'. I'Pg � I B� ELF
P C TRAM9noN BACK M 5'WIDE I I I � 7 15'a IS-DRAINAGE J'
I WIOE CONCRM STDEWALX I 1 1 ?\ EASEMENT it V
IN STANDARD 1OCAnoN
Ir r»mW lr
[se9.4e'33'E] I I Tg s� kwNOS N �'�111T . u
LEGEND I TF TOP OF ARROW BOLT-4794.34 =' --- - _
I R&_ CITY OF BOZEMAN DATUM ----(I
SS- PROPOSED SANITARY SEWER LINE I II
® PROPOSED SANITARY SEWER MANHOLE I 10'UTILITY EASEMENTg I II ` raz Iw'nWm w �
PROPOSED DRAINAGE DIRECTION R M R $
1 I _ � . TRANSITION BACK To s'WIDE 'J
DIRECTION OF DOWNHILL FLOW 1 1 S 1` 1 F WIDE CaNCRE1E SIDtw
( ) I I I �� 1 ( 30'WIDE LINEAR PARK/TRAIL/DRAINAGE EASEMENT � �J w STANDARD Lt1CAnoN
W- PROPOSED WATER LINE "A 7 1'
(uNINSTAucO) > 4
I Fl�
PHASE
SE 2 l;$g�� "yl -20'WIDE DRAINAGE AND DITCH MAINTENANCE EASEMENT(TYP.) - ail m p
PROPOSED HYDRANT I 1/-lV I $� ts'
LOT 3gI �1
w PROPOSED WATER VALVE >TM n�oNw • (`5 aPROPOSED BLOW OFF HYDRANT 1 1j 719I162 SO FT rW l oo LOT 2
,rye; a�li Street
PROPOSED 8' WIDE PAVED PEDESTRIAN TRAIL Scale /n Feet P+Vi $i 1 16.�097 ACRES 1 $�
1,11 r3 1 li SUE,-
1.305,497 SO FT REMOVE EXISTING FENCE
15O 0 150 I IK I I 1 5'WIDE ST DARD SIDEWALK ON WEST SIDE �I 4 i SUE,- 29.9702 ACRES j 5'WADE CONCRETE I�•'L
PROPOSED BIKE LANE STRIPING x
AND 8'WAD PAVED TRAIL ON EAST SIDE .�crZg W
45 0 45 I ---- 8'NF 1'WIDE NO ACCESS STRIP
1 j I 1 1 F OF RESORT DRIVE AS SHOWN(UNINSTALLED a .� ��n CCC I pr PEDESTRIAN RAMP
O
Scale in J/eterW (NO PARKING EITHER SIDE-BIKE LANES) - ((yOfLpA 1.� ,p.�{0 I �'
1he,n "AEDf\IRAIL •d`hp 12'UTILITY EASEMENT
•'{ists'ieeW 4 - 9Y "� b 4, 20'DRAINAGE EASEMENT - /1
8 a Ye PHASE-1-- - -- -- I-I
INSTALLED COB STD ADA I I v1g rwsz. R-t75'(TYP.) \ \\\ QI''a _54g,71-
PEDESTRIAN RAMPS(2 TYP)
DRAWING LIST --- __-_-- -__--
plI 1 "e7 eEINaeAnK: � i-•= ---
MSTALLfD 65/_aF a m I TOP OF ARROW BOLT.4810 \\�J [AOA9� --- _
23-1/2.JB-t a'aAS51 AArA-rs INSTALLED COB STD ADA I CITY OF BOZEMAN DANM \ ro 9J -=-1 -
A81 - OVERALL PLAN AND DRAINAGE/GRADING PUN RCP ARCH cuwENT a o. o o1°a "'°® _ ArldIWw{9/q Nan 3 -
_._.. ( -- \ °AXu-raw srr11D azrwJ 1 WI TH ENDSDSSIN ro RAP I J - N -- t. PEDESTRIAN RAMPS 4 TYP e •GA R d 0 \\ \ r
.. -- a`- • q J•
AT
A82 - SANITARY SEWER PLAN & PROFILE FALCON STREET ----- -_ _ -270'26-ae' 1001 --- - L �•� 430 oo�� �Rop`G s7 \ IC
A83 SANITARY SEWER PLAN & PROFILE - FALLON STREET a s ��EXs ws - _ - - ----- --- -T - �00 �y't1p•� [T'-3o VAOE LINEAR PARK/TRAIL EASEMENT
A84 - SANITARY SEWER PLAN & PROFILE - RESORT DRIVE L' -» - - _ _ _ O' s ,k,,
i A '$
A85 - SANITARY SEWER PLAN & PROFILE - RESORT DRIVE t Ia UNE -urE a sz z e I'fSON--- - - �6 a6. - - __ _ - - --- 4",Cy,
» a -D 2g88 06 aai 7 ao A♦`'? Yt $ k00 a3
AB6 - WATER PLAN & PROFILE - FALLON STREET I 1 W}i}'1 a;LscRr It L-n�aM� _ _ " ram., I e- (F �R<3j.3r, s .�., .I$ e'w10E CONCRETE ADA _ _ y,
AB7 - WATER PLAN & PROFILE - FALLON STREET I •`I�+os WITH FEr r('r9� ee� ) r b 3 1 '' y°I ,fir' » I �37,,000 44 S, '3, RAMPS V W OF R/W LINE 1 I
ABB - WATER PLAN & PROFILE - RESORT DRIVE LOT 3 syNlP RAP AT 6 a yy 'w 1 p q 2�4J' � ,/rp (uwNSTALLEo) I � g
AB9 - WATER PLAN & PROFILE - RESORT DRIVE I ; \n+os 4 3a j $ 5 t `CW�
BLOCK 3 fr\
A610 - STREET PLAN & PROFILE - FALCON STREET I so ov"MN \\ I'g�y b F $� b 1b �! \ 1 \ A �' LOT 1 I I n w
llyy �flN
\\ `fi a F� }• I TOP OF ARROW BO 1811.83 Z �i
AB11 - STREET PLAN & PROFILE - FALLON STREET / R41-aeo3.i ggr�, Bk 1. a o Be 8ffi . ..'(� clTv of BOZEMAN o� 434,755 SO FT g I^
AB12 - STREET PLAN & PROFILE - RESORT DRIVE •A Us suRNE r� >r_ 1 n b 4 o A8•
6�ilL FL N-.]eae6 p w mo a ' 4t to 9.9806 ACRES
A813 - STREET PLAN & PROFILE - RESORT DRIVE i FL W.nA<I:.' [$C k.. +2�, 3 3
AB14 - STREET PLAN & PROFILE - FERGUSON AVENUE I I FL s.-, ,z'O Y! a� 1 � I I(COS ,X' �� SEE SHEET C14 FOR DIMENSIONS ON 8'WIDE � z�
AB15 - DETAIL SHEET LOe Z PEDESTRIAN ACCESS-�I PAVED TRAIL(FERGUSON AVENUE)
'� [ z� �'- "• � �� 'm� 4 WIDE PUBLIC i Q
!,',' O I o0 EASEMENT II i 1
o
m I PHASE 2 OF V r♦5Ne sre .. Z d FOV INSTALLED 60 LF OF
12'UTILITY EASEMENT- WSe, 2B 5/6'X43 3/4'CLASS Iv 50 WIDE PUBLIC STREET AND
I � d RCP ES
RCN COLVERT y p 1 UTIUTY EASEMENT FOR FERGUSON LANF
WITH FETS AND fiP RAP
O[lam. - 4 Qa3 AT BOTN ENDS I \
48' JNSTALLED 8'WIDE CON AS •_Wv�1•
4•-h 1 I \\ fl g ~P o o E �52 3 RAMPS 11 E OF R/W LINE
a Y I 11 \, L O T 4 `��- , ' - z - - I 8'WIDE PAVED TRAIL A��L77rryy
°0 1 \; BENCNMARK CC _ o •Yc 270'3r33 I
t`+ 869,548 SO FT `�"° :w TDPofA�owBOLT aelss6 �� - _-21554-
GENERAL NOTES < I I \\ i' CITY OF BO MAN DATUM yiS _ -- �- - - -
19.9621 ACRES m- S tr
- - n-llo__-•PPt
.78
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS, a4B'3. --___ 090'JT _._ i nP��_.+
IN ADDITION TO THOSE STANDARDS FOR THE CITY OF BOZEMAN. m I I I \\ ` a k Il 5'WIDE
ONCRETE �• '
i 4
2. NO CHANGES OR MODIFICATIONS OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE 'kl •' I _I I \\/MI7� . SIDEwA AND ADA V '�
O I +re uS V AIDE ACCESS STRIP RAMPS ��_
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN A I I \\ ^ I'' PHASE 1 @ I p o •(`u'�]
ENGINEERING DEPARTMENT. I I \\ k - a LOT 5 2'UTILITY EASEMENT
: i v G 11��11 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER \ r N'n' 1 »'"" BflNYYMRK: 20'DRAINAGE EASEMENT 1 m
\ 090'00'00' D90V0'00'nr < TOP OF ARROW BOLT- 4820,52 ii' ,�i 7� v J
AND THE CITY OF BOZEMAN, WORKING DRAWING'S SPECIFICATIONS SHEETS, ETC... FOR ALL I P z \\\ I 6,00 , 6.00 a 1,351,559 SO FT Cltt OF BOZEMAN DATUM 'NI VUi4Gy 01'Y6?ri011,8 U"!�G'[IE ,r
EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE IW I a $33 „€pRaF 31.0275 ACRES =�q -- - - - -- - o acon
-
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. Iz 1 \ J:39
a
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING I J I LID.UTILITY EASEMENT \\`\ i I� 1 i •&m
OF CONSTRUCTION. ICI \\J ' 8S •$ ` J $ 2� Vl
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO I ICI i 0 m`~ So $� j ! Z o a $'i 40'DRAINAGE EASEMENT ' 1 tu=m
BEGINNING CONSTRUCTION. 1 > _ ;� Exlsnrvc- 1'
I I uK n,PI wsc u[s \ y� 14.31 q o �» 8'WIDE CONCRETE
'R LOT 1 I I I uK as LNr I �I c L^"TNF�\ ` c y - FND Y ALUM. CAP(MDT) IEE�DDGG�2\ SIDEWALK AND ADA Q
n
r. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 0 fi 1 \. " FrE \ 1`I 1 e•.-1 ''�.uFr m s 50 RAMP
ALL ELEVATION SHALL MEET OSHA CRITERIA FOR SHEETING, SHORING AND BRACING. BLOCK 1 I I 4 I --___ _ W^=n�INLs - - - - -
u I I I _ --* - - --- ------ -- ---- -- ..� -OPEN SPACE
7. TRENCH BACKFILL SHALL BE TYPE A. I. J1. _ - - - 15! y�{,74� I_ _ 1 _ •_ 8 Drawing Date: 1111131
r7'06� 16934'29" 1
B. BENCHMARK: 2 1/2^ RPC (MOON) LOCATED NEAR SE CORNER OF PROPERTY I I [Seg-wo,,w I 1 [589'S3'05^w) $ ($eg'S429'w] o ,w•IL..m y4gy FIND 2 1/2' RPC(MDOH) o
58934'29' ELEV-4826.79(C.O.B.DATUM) i
$ ELEVATION 4826.79 FEET (CITY OF BOZEMAN DATUM) 1 _ ) EusrlNc+e•csP 1 - HuffirWe La e [ IIl) -
N (11.S. Highway No. 191)-- -- - - - - - - -- -- -e -"- -- --
9. A STREET CUT PERMIT MUST BE OBTAINED FOR THE WATER AND SEWER MAINS AT THE TIE IN sw Cor.,SWc. 10 r R.F Kountz °A
POINTS. NON-SHRINK BACKFILL SHALL BE USED TO FILL THE TRENCHES UP TO THE BOTTOM 4t.fS _ re'vnoE CONCRETe SIDEWALK(uNINSTALLEAP+'I',nw OW
' OF PAVEMENT. In So 1 1/2"Mum.Cop y'52'W JJ
In SouM Driving Lane of [S75'S2'S5^W] EIUSTMIG 4t'CSP [N 76'03'23'W] Gary OaklanrJ [Nag ss�w] [s75s6't7MJ Y1G'
U.S.HWY.191 � IN89'S9'40•WJ MSU Faundation[
NOTE: 8' WIDE PAVED TRAIL ADJACENT TO UNDEVELOPED LOTS HAS NOT BEEN INSTALLED. 1 AB1
TRAIL WILL BE CONSTRUCTED WITH DEVELOPEMENT OF THE LOTS. ezlsnrvc}E' AS� M OMM WAVl:1lWM
O CONCRETE CULVERT n/29/0
1
lv w E NOT o5' 4-
Ld MINIMUM SLOPE ON 4" SANITARY SEWER SERVICES IS 1/4 INCH PER FOOT
MARK A.
(nZ CHANDLER
w No. 9518ES
W I I
J L 0 T 3 _- — Z' sheet z o, ,5
< 48L%� 18" DIA. UTILITY CULVERTS A
_..1 W
Wo w j. I I �I= n';�
N O I INSTALL 105 LF OF 36"z58-11„_1 C q a
18" DIA. UTILITY ARCH CULVERT 0 0.40R CO C1 yL ?6/a//W
N a I AND PIPING OF STREAM FLOW / C�3 $
80 LF o I ro O I CULVERT ------ WHILE-�.,,�,,,_..MEET'S AND RIP RAP "Alto
22-1/2"x36T1'/4"DCLLASS I o er rn RCP ARCH CULVERT 0 0.40 aINSTALLED FET'S AND RIP R " G 4'SS STUB GAT BOTH E�0 - - - - - - - - - 0to _ _ L r M sme 27W3.2 6"- - - 270"2'6'0� - 34 -
REMOVED PORTION OF --- -- ----_--- : — — —23.2� -+
EXISTING 18" DIA. -- -- —
UTILITY CROSSING o o '
AS REO'D.
p
1/16 LINE/PROP. LINE — — _ �QO'e'06_ — 7 79 _ _ _ — _ _ _
N' SE — + —
INSTALLED 75 LF OF
18" RCP CULVERT 00.40% : q ��O 3 'tJ
p 3 INSTALLED FET'S AND RIP RAP + ry m + O
r� AT BOTH ENDS I
w
I ' LOT 4 J I
z
rx
r�
E-�
SEWER SERVICES
fs;
I LT RT
iy 7+34.3 7+34.3 A.
13+14.5
�y6a`Pp4 p"0i, 12+58 7 e4•`��g�Pc,�,
xy�`•y d'F^pp0' xOkxOFO
FALLON STREET ,� Q
4810 - — - - - -
gPADE
- ----- -- ----- ---- ---- -- - ----
38'x38 1/2"RCP Aitdl� �
——— FL�480243 t RD.
_ PRdPOI D ._---- ---- ---- --EaSTING WADE -- --- ~ — W
— "t i NNTAINEE 18'SEPARATION ^N
4800' ' ' " ^ - - -- EXTBETENSION
WATER MAIN 7`
` ————
— ' I n - - EXTENSION AND SEVER� l
INSTALLED 80 LF OF 0 'AL1ED 78 OF 366 2"WATER NCE CROSSIN
22-1/2'x36-1//,, CLA55 IV 18"RCP CULVERT 0.401< B -•�` Ll;'SS O 0771 B SOR-35 PVC SS O 0.518x
RCP ARCH CULOT O 0.40X It MTV. 4790 49
O INV. -4777197-00
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W
- - - -
4790 -- y y o W
I
a zo n r fV fV to .�'i ^ < v I�ii ,ri , uni ,<$' ,` - ? Drawing Date: 11130101
o c o 0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
nSANITARY SEWER MAIN EXTENSION PLAN & PROFILEAB2
' C2 SCALE: (1"=50'-O' HORIZONTAL)(1"=5'-O' Vtk�l,,.r. AS
m 01V11UCIM
5 v/29/01
#00041
N _ �
V / MINIMUM SLOPE ON 4" SANITARY SEWER SERVICES IS 1/4 INCH PER FOOT
MARc A. �I III
113 A�"aNa OSIEES��,p
ss
N / °
\
_ � L0 2 Sy,��L�o p-400 Sheet 3 of 15
0.00 : 1Qi
3M..20-
— N pAo
17
i3 sn/ao
18" DIA. UTILITY CULVERT
\ \ \ + 18" OA. UTILITY CULVERT
m / D
00" '� o \ /^^ INSTALLED 8 -1 F OF
=40'00
m ro \ \ 26 5/8'x 3/4" CLASS IV 9 g
1Q4 p/ RCP A CULVERT O 0.50%WITH \
\ 1 \ C� / 2" DIA. UTIUT ULVERT 1
FET' AND RIP—RAP AT BOTH EN S � A
LOT
J 4 h
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H 68,h �JaN w o
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R=370.00 17CIO
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=430.00
p=3948.33"
Vol
� � L 5 m SEWER SERVICES �
l� ��+ _LT RT
15+46 15+04.3
A b ' �O 17+04 17+1
18+33 6
y�po PP1 g���01LPLPG,1 ryS�P PG Aj G1 G1 `2 Gl 20+33 24+12.9
1.3 Qi kPO� h0/O1o'90^^`P, ry'�Oh PPGG .y`.1' ,hLOLP ,y}L`POI, 24+12.9 25+06
O O 0 P O '�j• O '6' '� 25+61.7
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1 b'1 , b0 O`L' bx /r y p b0 Oro'
\�'S�y1"i ry` ciF'�9 p b0 ti F.y16 `7h � 6 b0
FALCON STREET
4820 - - i - ----- - -- - - -— -- - ---- -- - a
TINGA� GRADE w
- sxLs ------ +------+-
INSTALLED 4813.4�2815 •X 43 3 0 X 80'LONG
~•i CLASS IV R ARCH CULVERT O 0.5OX
V.
f J g e O - PRONDED 434 TNICK W LONG O
4810 — opiGRADE _ q 1 O — NSU WA MNDER� RT AT
----- - —{I - -
Ail N
———` ~ l%IS iING GRA ----- `1 O / AINTAINED 18'SEPARATION ~
''MAINTAINED
SE EN
LEAD ONE _ ( X E 8ON AND SEWER 55 J 146 LF OF 8 WATER MAIN SOR-JS VC SS 0 0.808x
2�L SDR-
IS MAINTAINED 18 SEPARATION
BETWEEN WATER MAIN
MAINTAINED 18"S LEAD 398 LF OF SOR-JS P✓C 55 O 0.710x --- - - y- Bj•_ e
BETWE44 t�3 UU R „ Ex TENSION AND SEWER F'
MAINTAINED 18�SEPARATION r Ao�
0 _ �• m�
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z U ��w + ��u _ i. ----- CIO
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Mi vi vi g �' 1 of o'' o _o �i ri »-i •i', .ri': ui _� �d� r; r; ro ao adj 00 00 Dravring Date: 11�$0�01
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
SANITARY SEWER MAIN EXTENSION PLAN & PROFILEABI
C3 SCALE: (1"=50'-0"HORIZONTAL) (1"=5'-0" VERTICAL) 4p���y��
ffl WIVIIW�bI�{/ I
00041
NOTE: sS ��
MINIMUM SLOPE ON 4" SANITARY SEWER SERVICES IS 1/4 INCH PER FOOT
TRACT A � , �„ l, y
Cos NO. 1872 LOT 2
I� �gy1! �fC I S1�H\p�V
< f
I I 30 1 to -
N o I � ry Sheet 4 of 15
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xv I 833.151 I u
^Nw I I q 180'00'(�0"
wI
I y 1 I N 12" DCULVE 11 �
L_ __ __ _ -1 SAWCUT EXISTIN� PAVEMENT 6 FT BEY G I
WER AND WATER LINE. BACKFILLETRENCH
vn Ir+ NON-SHRINK(BACK ILL, PLACEEDD ARAA TTTTTTHHHHHHICCKK I \
BITUMINOUS PATCH.
I
F � W
L o OT 3 I SEWER SERVICES
I LT RT
5+80 5+80 Oo o ti0 5 Gl G
�`pE'pQ 9+80 9+80 00`b0 bhp 00
it /yy9�bhy�P pG� 12+36 11+10 9�\4 y44
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RESORT DRIVE
a
Ox�P���P�00 �^yry'`POl O y19^91
ryp
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RESORT DRIVES O
4800 MAINTAINED 18'SEPARATIFJN J�
BETWEEN WATER MAIN
�a E%TENSION AND SEWER
S o
. - IWNTANE.D..18'SEPARATION $C.q
EXISTING_GRA�__-- BETWEENED 18" TPARATION EXTENSIONWANDR SEWER-\ R 35 RVC
LEAD PIPE AND SEWER �.� }22.24 F OF ID W
4790
EXTENSION AND SENERATON �N JI L IO �R_ I +
12'RCP CROSSING llASo
pR SED GRADE N
-- - BETWEEN WATER MAIN a I
FL-4789.41 r W P 17i`r LO
Z V
2'WATER SERNCE CROSSING O� a J I W -
' p L517 9%
70 SDR-}5 PVC S W y1
290 LF OF
¢1fY m 2 I
4780 LLJ
-- �s� CQC C/�
0.878S $Soe G W
L 1 PVC 55 n 1J{O 1 I
hJ�
a ---_ Dravring Date: 11/30/01
n�{ in 01
.. ' 2S �'i W Q�i phi O� T Obi O� p�j O, ^ ^ 06 Obi O O O O I
0+00 1+00 2+00 3+00 4+00 5+00 n+n 7+D`' 8+00 9+00 10+00 11+00 12+00 13+00 AB4
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE
CAS
8
NOTE:
0 T MINIMUM SLOPE ON 4" SANITARY SEWER SERVICES IS 1/4 INCH PER FOOT G MARK A. tQ
� CHANDLER
No 951SES 4,cc cb
O � � I ��illl �
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1,110
0 O 1 INSTALL 75 LF
R. No Go OF L�ER RO O.40x I I C I Sheet 5 of 15
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4800 - - - - _ - - -__ - -- ONDIED4INSULATION UNDER CULVER A•T LONG 4�'l
�y-- -- - WA UND LOCATION - --
STALLED 80 LF OF INSTALLED 75 Lf♦OF OQ„Pa
Z2 1/2'z38-1/1'CLASS IV 18"';RCP CULVERT 0.407E 1, A�
R ARCH CULVERT O 0.471 T NV-479B S
(INV. - 479N-18
0+00 �y 1+00xe
+00 +00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 e' ? p� 13+00 y`` 14+00
CENTERLINE STREET PLAN AND PROFILE O`°y 7) y e� .?y��"6��0
Q.P` J6 a3 i i"a p0
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4810
F. m Io mm�' �� -i- - ,,Sx
o nmo +o
PROPOSED GRADE
+<om ry m a62OX
IfN_II< -- 0.50%
---_-
e
WJ I
a INSTALLED 36'x58 1/2'RCP
OWN _ Vl
• R OD GR - - EXISTING GRADE
IN ARCH CU�02 43 Z
I+RONDED 4�THICN x 4 WIDE 8'LONG 'p, J I W
4800 - - 7{ __ J —__ _ _—._ FLAIlON_UNDER CULVER AT _
U WATER MAIN LOCATION - - --� = W
INSTALLED BO OF ---- -- - INSTALLED 75 OFl Q/ V I=
22 1/2'x36-t/4' ASS IV 18"RCP CULVERT O 0,40% h 1
R ARCH CULVER O a411 @ INV. -4798.49
INV.-479 t6 W ,mil
0+00 _ "-- - hg/1+ uj
OJT z+00 �b+00 - 4+00 5+00 6+00 - 7+00 8+00 - 9+00 -- 10+00 11+00 —� 13+00 14+00 I
pP0\J eh� GO4OJG�LO TOP OF RIGHT CURB PROFILE
.�P y r�'L C10 SCALE: (1'=50'-0' HORIZONTAL)(1'=5'-0 VERTICAL)
04" blb P"/ x^3 P� 04.ay ,��i �— �J
♦a � Off/ 1 N�Pd �` O.a,1oi 0,0 a i 4`�a6 Gam. PO." 4x�' +00
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OX o j♦ ,yx 4 aX�'Y a7 y0 0',.;yy 'a Oa04r� 11 II
FALLO STREET a' xy e °x q 0
4810 o - -
� Vl
00$ r�� 0 , p ADE a501R
+ + $ +p 0.626X
11 N 1 1
------ 0.301r - - - - - ----- GRADE
toGt IL d J -' ---- --- _ — �XrsnRc GRRADE -
1 INSTALLED 36.08 1/2-RCP \ W I V
/- - E1RSnNG GRADE - -- -- —.--_---- _ INSULATION 44 THI L
y,, R ATER6 INNH 480243 Z 1 H Drawing Date: 1f/30/O1
S
AR
ROVIDED 4'THICK x 4 ODE:8'LONG W
4800 - \ l' UNDER CULVERT AT
0 ------ - .MAIN LOCATION ui
INSTALLED 80 IF OF IN
75 LF OF U I
22 1/2'x36-1/4'CLASS IV 18'RCP CULVERT O 0.40% Q 1
R ARCH CULL BO 9 0.47G 2 INV.- 4798.49
- - -
iujABIO
0+00 NV 1+I00 2+00 3+00 4+00 5+00 6+Oil 7+00 8+00 9+00 10+00 11+00 12+00 13+00 -�
TOP OF LEFT CURB PROFILE FAS—M—M TM-
C10 =50'-0' HJP9,'::NTAL) (1"=5-O VERTICAL) U/29AIll
;I� 141
AVSrALLED NEW 6'NW
DOUBLE GUTTER(rw..) \
_Go.. sm DOG.NO.025"
LOT 2
INST01i ED 80 LF OF / \
26 /8"x43 3/4" CP
Y
RPP ARCH CULVERT09L �� 6p �!' M' A.
L 0 T 1 TH FET'S AND RIP � � -_
AT BOTH ENDS $ 8� �. >i31tfS "
pJSTALLED P&E 1
sTREEr MON{/M£NT(TYP.) ta11 •, fy.,,=..n�•
\�\�� 00
I / AS RER YYTY S
V' OMG A1329-J /
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v\ � _ 30p.20
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9/5roo
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a - -R=370.00 _ - h 257
0- MSTyuu �sT/�i7p ) e y
+` — C.e'e.SISREE DWG N0 04$10-1
Li
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00
430
LO T 5 _ _ _ i
ao y h �Oo
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U
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A W \h a w � 'L'�x Ia ryp
w FALLON STREET ! 1;Jx0
4820 - -- tar Vc -
+9 1 1.3
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St j + /.S t Ly
N rn t� N
W cl
W.
0.SW W W .3371 +00 ^m
1 00
4810 S+x asOs L
0.3Ws a30� PROPO O GRADE _-_E SnNG GRADE m w Il a W \ �
__ I Y00'V.C. i8 ��'
` r
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 g ' 29+005\��
I CENTERLINE STREET PLAN AND PROFILE N
O C11 SCALE: (1"=50'-O" HORIZONTAL)(1"=5'0" VERTICAL) m N 6 Op cSi g 0bb ?O
A O b
W A U ON. A 1 ^YlO ry° N eye°
4 Z I \5x ° FALLON STREET x6 *
z _ x
e - Uw Rx�
a� �1 � '` q
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s7; rTl
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DW dSW F
0. ORAOE
/at'V.C.
----- ----- _ _ _ •o= i V �i 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 ;.5
� '. 29+00,lo-
�TOP OF RIGHT CURB PROFILE �0 d�ye o� -5;
C11 5, HORIZONTAL) (1'=5'-0" VERTICAL)
x0� o�\^
m rNti O tih�" 'L�x
W I U by,p4'' A " ,y!10 ,r0 1
Z W ,hx �xy ,
STREET a W � rO` U x
a.w lk,� LO v1
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oi
H
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1.331s >
m
f- ��-
t�N N -
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A�? N III N DravAng Date: 11/30/01
4810 - -- --- -- - - ---- --- - - "
D.sss 0
,0
a 104X a50s pND WADE -------- SnNG CRADf S J -$ �40
mw aSW
_. /R• E7 111'V.C.
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 iirc 29+00 ABII
TOP OF LEFT CURB PROFILE
LEFT CURB PROFILE „� 0�81RUCl�
"Al
C11 SCALE: (1'=50'-0"HORIZONTAL)(1"=5'-0"VERTICAL) « oN #00041
30
o ARkA �� ,� T R C T A o f 11 lla� LOT o o I
I: SIDE CPFS L O I L I I F— 1 INSTALLED NEWM1t�`
WSTALLED lk"S1rao C'0 S N 18 7 1 .J 1 II w SWE,SIGNS(M.) -_� MARK A.
51REFT 9DN5 M. L o C, S7D.D ND. 09810 I
00.00'00" r I � w m CHANDLER
c aae.sm.D 1 ? I STALLED MS�STAND sTDRw OR D PAVED TRAIL NI --- - - - - - — -- -- I I co � P a
I" I o �R-�•.D,o,�, �- _ 8_33.40 _ _ i ___ -_ _ _ _ � = I,y, No 9518ES
0
rI - - 00 -- - -- -- �` o I ZR cv
v R_fAPO — — — — — — _ — — — — = w = $ S\P��EoI9_sStPh P
NrER
w 0Al
oo. V I o 0 o II o eS'Q o 7"2�eSheet 12 0 15
00
^o �-
J aoiv II - °1.. d arlT3
(A61) Rat.DO �U �S� '_',�•.ra
O L77 c sra
Znw _ _ _ - -_--_ 3g7,ys__ __ _ _ _ _ - _ _ __ __ _ _CITY 5T DARD CONCRE SIDEWALK ON WEST SIDE OF TREET(UNINSTA
NN "R>�( Jsm. 80 00'00 fur .0 v cr it Rcr• - "�N° �T, 3 'e 9ieim
Z•`a co III. II z 833.15 I W aen�ro,
ng �UJ W L T 3 ,BDDO'DO"
_ w a
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P, 1
Ilh III 45,
O�q.a`t•P��JP��O^ 0 °2`•yh
k0' '�i,190 4';^O 0 f. - o
aeoo�P' ``y h e- ryx�' ry��:" RESORT DRIVE 'y"�° g�°h0ry W
a��y — y�� - ry 48DD
4-1
At
4790 -- sev -- --— — - -� - _.. -- - 4790,
0,739% 7+00 8+00 9+00 1D+00 11+00 12+00 13+00
PP '
--_ - - — — - CENTERLINE STREET PLAN AND PROFILE P
C12 SCALE: (1"=50'-O"HORIZONTAL)(1"=5'-O" VERTICAL)
1 Nn'x
478
0+00 1+00 2+00 3+00 4+00 5+00 6+00
P� � 9
aaoo ®� °�Jy - P� ryx�' —ry RESORT DRIVE
ab eo 4800
a9 14�� U
= w
-- W
1.3091C I w W
_
4790 4790 _. ,.- -- r --- ------ ------- ----
-- --- PROPOSED GRADE 7+00 B+OC 9400 10+00 11+00 12+00 13+00
O
P'
� TOP OF RIGHT CURB PROFILE
SCALE: (1'=50'-0'HORIZONTAL) (1'=5'-0' VER TICnl1 ^•y h� F.
4780 N
0+00 1+00 2+00 3+00 4+00 5+00 �� 6+00
,e`•' ��' hie ,,o,�� y° I � __ is`�-—---
DRIVE
aaoo
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- RESORT CO aaoo
h '0
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Ox� ...���'��.00�-'h0 _ - u
b SING
co
W
4790 - - - - --- - - - _ N
Z 0.575>< 7+00 8+00 9+00 10+00 4790
pp0pO5ED GRADE � 11+00 12+00 13+00 Drawing Date: 11/30/01
g i
--+ TOP OF LEFT CURB PROFILE
i I i C12 SCALE: (t°=50'-0°HORIZONTAL) (t"=5'-0' VERTICAL)
AB12
S 4780 As
0+00 1+00 2+00 3+00 4+00 5+00 6+00 11/29/01
3
041
INSTALLED'NO PARKING ANYTIME'AND RJ-17 NOTE: NEW PAVEMENT MARKINGS LABELED AS PLASTIC WERE INLAID HOT-EXTRUDED INLAID THERMOPLASTIC
SIGNS DN SAME SIGN POST(]YP.J INSTALLED 8'WOE _-- -
M�IfNTA/NED 7 FOOT CL RAN COLWDINAIE LEOCAUI WAND AIREO> "'�CLIVCRETF PEDESTRIAN
j NEW 24'YELLOW 30' PAINT CURB OW I I D RAMP
I INSTALGARLW 1w MD s�OF AKYYTq
I AND 20'SPA LY
i I ( L 0 T 5 - AROUND! INSTALLED OF
8'ADDI o. SAMCY/T EX,STTNG MARK A.
12' UTILI EASEMENT Pol � H'0P IB'RCP T PAVEMENT
8' WIDE PAVED TRAIL UNINSTALLED 1224 4 I o` alAt OF END a ExsTNc vERr (' CNMOLER„ p
RJ-7 T CURB YELLOW ,h, Na W.S1aS,, �,"•
Alf M1M gp,F,
000"00 D - p i ROUND ISLAND Sy_e G 157.EP�",,Qlp,"
O — — O .-
__ — — — or — - -
xv
u I o 0 0 0 0 0 o R-w' 4 YEuow4 - Sheet 13 of 15
_
a� � OBLIIFRA lEgO EXIESNnN C
- - _ 1 (� UyEs NG,IF NO S
' - CI STANDARD CON 1'E SIDEWALK ON WEST SIDE OF STR T (UNINSTALLED _— —_— _ _ _ —_ — RI 7CN£D STRIP 2
A nNG
(� _ ___ _ _ _ — —_— —— — — — — —_ — — — — ��/�'L_ NSTAL 0 'BIG R!!M&E � 5 e/M/pp
/ INS? 'NO PARK/NC LANE FSIGAr T STABLED"DO NOT EN
IF
MSTALLED PARKING ANY71YIlE' RJ-T7 8000'00" / �D FFTA�XX_ I SIrT/•NEW RS-1 �. y.
�� / 8 UNINSTALLEDJE� 'W E'��INSTALLED'R Rj N 1 P WI w
sovs S'i FOOT CI POST
(T.) 1225.00 gysT LLED'EEP ?
O ONLY`SIGNS RJ- E WHITE PLASTIC rQ.11/1!/01
,I I„ wLwDs AND SYMBasMAR g �y
L0 T` 4 "��� .-" ��a STREETL SIGNS�STOPT P pl 6`�GcwT TA
SIGN Ch d d
3' BICYCLE LA RAMP
STD.DMG.N. 0 �,9 I I �^ b k0`ti RAMP
�— DR WAGE EASEMEN \
WHITE PAINT �'��. 12
3�
WRT
-kl0 'Sx S,� / ♦ INSTALLED APPROXIMATELY i
6 /i� \1 i ry 15'OF 18'RCP A,1
(CO �,,y� fi� RESORT DRIVE ---- --- ��- -- - - —dory �-
x
k 4y, IK
Py� JP P ryw ry
C x�+ _ .,,.VD 75 OF OF
,.y X 1x 11'` — - --_ 18"RCP CULVERT O 0-4%
4820 - _ _ j INV.' 4820.80
W ryti ----�
1.0 r,D�1p" -k
+j
? \
40
y N pNp N I a
320
M N
!t I _
EXISTING GRADE m I,�j a Sw W I.�
4810
100,V.C. P
- --_--FRO �}� -- ,c•,
13+00 14+00 - 16+00 17+00 18+00 20- 21+00 22+00 0,���' °\Jy �� P°J 25+00 6
r_,_-�CENTERLINE STREET PLAN AND PROFILE 6
C13 $GALE: (1 50'-0-HORIZONTAL)(1"=5-0" VERTICAL) xFO ,/� x / x19�b ry?OC,
RESORT DRIVE 1 ti ti g ti , 5
Q� xo`oti 0'•6�` 2.10 _ INSTALLED 75 LF OF
RC' —_ OK L•� ` _— .. ^ / - ___� ._ P CULVERT. 0.4%
• IIJV. =aB2080
47
4820 N
18\ Dos
W U �Po Q 1 PROPOSED GRADE
Z
J t W G. Q• a
�N OtVp �
=IW -- —
_ C4 NYmNpp N.N�
1�x kx 9 I.J23t II N MY q•'�
Q10 1,yx b UII II WM N
W ExISnNG in Ed —a sw W w �j11
4810 -
100'V.C.
--___ GRADE
-
1 �
13+00 14+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+0P ��,� 5 25+00
TOP OF RIGHT CURB PROFILE
C73 SCALE: 0-HORIZONTAL)(1"=5'-0' VERTICAL)
O'0'
RESORT DRIVE titixg�� 6ti - xM
e�h ti�°° ti�oo
�►t
00� tip 1RAIt _ It1S LED 75 LF OF
6`l•.0•. xOTO•e"
•V~ '\xOP� y4. — __ ',T_4NV CULVERT
4820.80.47C
4820
Lu
W " NT. -
./ - NN N•pM N
p♦p N
x cI
S (� ••y,(.; 4 wx I 1.72Jt V II S W' >�
W
W --_1 EX15 7RIG GR m w IL gw w w
4810 -- _ __ --- -- ----- ---_- -- — Drawing Date: 11130101
tW v.c.
--- PROP GRi10E +00 23+00 24
13+00 14+00 - 16+00 17+00 18+00 19+00 20+00 21+00 22 +00 25+00
AS CUNRRWM ABI
�3 TOP OF LEFT CURB PROFILE lV29101
C73 SCALE: (1'=50'-0-HORIZONTAL)(1'=5'-0' VERTICAL) #DO041
o a=19'48'50" LOT 5 475.3 LF OF 36" CSP ARCH PIPE O 2.,5% Cu0.25`1• INSTALLED 80 LF OF R=175' (TYP.)
p=15'14'32" 26 5/8"x43 3/4" CLASS Iv F-
o R=370D-10T1T01" k 1' c 4
12.80 R=29.00 ° REMOVE EXISTING FENCE ALONG GD R=100.00 225 RCP ARCH CULVERT O 0.50%
E4 54.30 1`'s ENTIRE LENGTH OF PROPERTY o 50.53 J WITH FET'S AND RIP RAP
30' DRAINAGE EASEMENT 1' WADE NO A CESS STRIP 11000'26�51 AT BOTH ENDS L
26.3 LF OF 36" CSP O 1. 1% j1l ' A'
42' WIDE PULIC 1441.20 LF OF 36" CSP ARCH PIPE O -1.347. o CHANDL�
EXISTI G e=14'35'40"e-19'44'43" PEDES7RI/�N AC EIS 8' WIDE CONCRETE ADA
Q) EASEMENT 12' UTILITY EA EMENT I I RAMPS 1' E OF R/Wt LINE
CONCR TE R=10400 R=104.00 a=13'0'4?"u G neER oanc uN s _ =2444k 1 r :I'18 S3 _ 15'05'29" - - B'WIDE CONCRETE SIDEWALK 1, �' NO' 931lES
HEADc TE - 2649- 4- -tL 0 / -- - _ - - OT541 23 -T" - - -+ �1�6 00- � -4 - - - - �1 79g p0- - - T �� afC151Ep�� o
24.04�5' BEND 171.8 U/G GAS LINE e 174'3q" 350590Z. (,1 ) �r 1� T50'48" 188 0095436 e=18'55209""• MDE�,PA, 9.66 - 00T2T47"
U/G oPnc M RR� \_ - - _ - - - -45. _ - _ U 131.15 - -
9.54 - r t 4
37,i Z.
TRAFFIC ICNT - - - - - - - - - - - - - - _�41)
Sheet 14 of 15
CROSS WALK i U/G US. WEST LINE 180'26'51" _ _8D - N) U fA-(16.14
Fergu on Avenue � �Cb
� PEDESTRIAN aAlws(TrP.) „� a 0/5/W
O O - --� I m n/e/00
INSTALLED CONCRETE AOA RAMP AS,SHO Ip EXISTING CURB AND GUTTER 21�• W �- c e/Is/m
In O o W I ._,� sll/Ie/01
ti o N ® { o ® R=150' (TYP.) [S0031124�W� y? Q � S
(i OF LANDSCAPED T O --- -- - 50 (� -- 60 (�
CHANNEL APPROX. co O I 50' WIDE PUBLIC STREET AND w w� yrgrg
1.5' DEEP WITH 3:1 40 N E. WITH 7RAIH RACK �,, UTILITY EASEMENT FOR FERGUSON LANE .�''_
SIDE SLOPES w FL-24.41 CITY STANDARD CONCRETE APPROACH a;j U m 1§
,DD LOT 1 �Q;w
cn
o O s ��
w °° y , > B_och 1 z 3
O O•- y I p�\J/ 0,^ TOP OF BANK EL = 4818.30 ��' _w ! 1
U J ALL EXISTING UTILITIES LOCATED IN RIGHT OF WAY h W o
'` �i DITCH IN EL = 4813.27
QQ! ? SHALL BE RELOCATED PER DIRECTION OF ENGINEER OR C.O.B.
DITCH DEPTH = 5.03 FT 10
-IOPERTY FlglllQN AYNR PROPERTY ���� FERGUSON AVENUE _ _..,_ -_ 1 •ryx,
LINE
E ._- __ _.._. - -
- -- - __ -_.__ ___ y W w k
r
20' 20' 2/' S' x 4 hx
Ge ryti.
P AqE I - 37[SLOPE 31t ROPE 1 4' x 4
SI WA,K __ _ - -
4830 _ _ -- -- - -- - ---
wl
ASPHALT CONCRETE _-
LU
SURFACE COURSE 3-OF 1 1/2"MINUS -
UF:W CURB AND GUTTER GRAVEL BASE COURSE --- -J O a Z
.1F LF'A'I 2 ON SHEET C15 UNDER CURB AND GUTTER - -- = w `z�J
EVER-9=-9Fi+40" U m Z
TOP BACK 0 -- -- --
4820 - - - _- ___ CURB 0. 75'ABOVE
COMPACTED SUBGRADE - -- --'- - ---_ - -
__ PROPOSED C EXF ANG ;RA Q 1 W
Mo1Q ----- B AND G T1FR
1. INTEGRAL CURB AND GUTTER AS PER G.O.B.SPEC OAC+1 A1. EXl TINGTINC GRAdE AT
2. RESIDENTIAL AND NON RESIDENTIAL DRIVEWAY APPROACH AS EDG OF PAI/l
PER C.O.B.STD.DWG,02529-10 AND 02529-I1.
J. SEEDING AS PER M.P.W,SPEC.02910. -
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 4810 -- _ -
CONDITIONS AS REOUIRED BY ENGINEER. CI1
(LIGHTWEIGHT,NONWOVEN GEOTE%TLE FABRIC CONTECH C-AS)
5 DOUBLE GUTTER DETAIL FOR STREET INTERSECTION AS PER
C.D.B.SPEC.02529 AND CO.B,STD.DWG.02529-1.
(��)TYPICAL STREET SECTION 8+00 9+00 10+00 11+00
-
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
C1+ SCALE: NTS r,--�TOP OF LEFT CURB PLAN AND PROFILE - F-4
C14 SCALE: (1'=50'-0"HORIZONTAL)(1"=10'-0" VERTICAL)
REMOVED EXISTING FENCE ALON
OS 34.6 LFn OF 36" CSP O 0.927E
ENTIRE LENGTH OF PROPERTY � _-} p /�
on 36' CSP ARCH P�E 1' WIDE NO A CESS STRIP L T CL�J,�d `r TRACT I A
_O \ 30' URAIt4A E E771
J.
j qq 15' x 1!IS' DRAINAGE EXISTIN 18" DIA.
12' UTILITY EASEM T � oIR1.4i jC1C� I EASEMENT ! 872
UTiL!TV CULVERT
1/a WIDE car+a+Ere snEw�A c e- - - =1 56DD- _a 24 T _ 250.591 ACos 1 ��
-X - - 996�( - - - 0=1T6p 1 83.65 0095908` e=- 1'03d0" O6' - Ol 11 rt PROMDED RIP RAP i
- - 212.76 Pq j;Rg-1d5. 3.32 e - - - _ 0 37 _45' ENI� ) A7 PROPERTY LIN U/C FIBER aPnc LINES I\I EXISTING 22 1/2"x36 1/4" r�F�
149.40 �_----- - m4 - - - \ 1 - U/C U S. ST LINE U G GAS LI i v
-. _ _ - _ CLASS N RCP ARrI-
1_ CULVERT O 0.40% w �H
CONCRETE SIDEWALK o �� 1 B •2.96 / O 1-
Sit R - U35
1�
CONCRETE CURB AND GUTTER SIDEWALK-,_,
-\"- Ferguson Avenue \ - -o� NOT A PART OF THIS PROJECT - I^
2543.40 EXISTING CURB AND GUTTER _J
W1 R=150' (TYP. TRANSITION TO 5' WIDE
O frl
180'2 5 + ) WALK IN STANDARD
Z ON
1500'26'51�'WL- --- -- - °W - - - ci o a - LNORTH EDGE 0 1712.1)
.N=I INSTALLED 5' WIDE CONCRETE m N AT N.E. PROPERTY COR. TIE V
•�U CITY STANDARD CONCRETE APPROACH ADA RAMP INTO EXISTING DRAINAGE DITCH
F-1 MATCHED DITCH INV. EL 4793.50 N
�Q L(,
C9 1 O 0� LOT ��- �1 C 1/4 Car., Sec. 1 G V W
E3L1J." cO GCS `I I ,� Found Bross Cap
I-:en L_el_'Ia�r ?� a Ito BLOCK 3 in Monument Box
44 ti X 1�1
FERGUSON AVENUE
- - - - -- 4620
� l '
W I W 4810 -
Z _--_-.__-_ -. 25 SLOPE
4:1 MA)
TOO
BACK 0I Drawing Date: 11/90/01
mCURB 0. 75"ABOVE EXISTING �RAD£ s THICK BITUMINOUS Q £X/SnNG RADE AT PR POSED C RB AND G TT SURF,, 3 of 1 1/Y MINUS
U - _
EDGE OF_pxq y/yG _ 4800
F W --- - - - ---- -- -
°m' Q I w -_ --_ _ -_ _-_ _ 6'OF 6�PIT RUN
GRAVEL BASE COURSE
GRAVEL BASE COURSE
a � COMPACTED SUBGRADE-
12+00 13+00 14+00 15+00 16+00 17+00 181u. 19+00 20+00 21+00
2 TOP OF LEFT CURB PLAN AND PROFILE 4 PAVEMENT TRAIL CROSS SECTION
B I
C14 SCALE: NTS AS
C14 SCALE: (1'=50'-0" HORIZONTAL)(1 10'-0' VERTICAL) ���
00041
NOTE& RE
EXISTING GRADE1INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC.02528-1.2. RESIDENTIALAND NON RESIDENTIAL DRIVEWAY APPROACH AS 5" CURB TO CURB 9� 1A4BAN (D FOOI LBS P�OFMOVTgHPER C.0.8. STD. DWG-02529-10 AND 02529-11. 2^ y�� WIDTH-vARIES FFFn�111e e !1/:• 22' z 1/z'3. SEEDING AS PER M.P.w.SPEC.02910. FACE OF CURB t5.R(TP) z4 •.e' 2A 1/2' J,/z- 'z --4. CEOTEXTIIF FABRIC WILL BE USEDDEPENDING ON SITE FACE aGLITTER22I/x' Je I!� t' fMARK A.CONDITIONS AS REWIRED BY ENGINEER, 4• T. 3R JH , . b EXPANS'M jowl' es z6 5/8' tJ JH' t 1/,- 61C INSTALL4"OF 3/4"ROAD MI% CHA1'tDIERLIGHTWEIGHT,NONWOVEN GEOTE%TILE FABRIC CONTECH C-45) (TYP.)° H! 4'R CONTROL.IaYR + A BACK OF CURBa2 ns/1e' s1 t/n' 41/z' 2osNo 9S1t1ES
DOUBLE WTTER DETAIL FOR STREET INTERSECTION AS PER L 6/e'wr.oe s'CO.B. SPEC.02529 AND C.O.B.S7D. DWG. 02529-1. t?•I� L5' b ]s' se•/2 A95 Z 0 65' 095 TRAIL CROSS SECTION
ASEMENT EASEMENT tY / < ^ n ,1 _- FLOWUNE 45' n' 6' IIaS B �'INEFft P'"
AU STREET$ LINE ^ + 72 54' ee' rib 7' leec
LIME e 4 a ,P a o t� C15 SCALE: NTS
1"- 30 _ _ 30 .__•,1 ° 7"' W/1H CURB RE7URN A 64 7 6Y 102' 1 7 8' wo Sheet' 155 O 15
IL.-9• e4 FILLEF AS ONE P/ECE IF EXISTING CURB a. 96 11/Y 122' 51.1 9' Js1G f
I TO FOR GRIND CURER S
TO FORM WHEN 12a %7/a' 1H' Al s 1 Srro
1. 5' 5.5' 18.51- 18.5' 5.5' S' a•° . ,, oe et 1/e' x' sec �o' woo
1 4" T 31E SLOPE 3fE SLOPE 1/4" �E,pP�-S O O 'J ( DOWEL wfTH 5 a x 36 JOINTS MLL BE 700FEET CHANNEL WHEN THIS 1
v I vPpWE °o°O°°°o°o°o°O°o°o°0°0°0°0°0° SPACCEDEON'r CENTERS APPRo% EVEPLAN VIEW J
REBAA /S THE HIGH SIDE 1]z 1m 1/Y 16e 3/4' 99.. �u' sJ9c NATURAL GROUND V Y,F.� ]/]1/m
S SID WAL SIDEWALK CRUSHED GRAVEL O O O O O O O O O O O O O O O WITH 3 1 ?OF CP/EW
BASE - 37 MIN, O O O 0 C) O O O O O O O O O .: H7/oo
C. O O O O O O O 0 O C) O 0 C) i�e/7/oo
COMPACTED BACKFILL(TYPE A) C9 �16/26,'M
3' ASPHALT CONCRETE „ z_ V a� w 7/"".
SURFACE COURSE
3"OF 1 1/2"MINUS 5U8-BASE "CURSE
W GRAVEL BASE COURSE A; RF UUiHFD v"RMB'-E STREW SURFACE 6"MM. BEDDING(TYPE 1) o °v/00
6"OF 1 1/2"MINUS GRAVEL UNDER CURB AND GUTTER o €'11/e/m
8'-P MIN.
BASE COURSE OVER 9'OF " "" ""' I 3 t/7
6"MINUS BASE GRAVEL - - - - g
< 1/Y PER 1
m COMPACTED SUBGRADE rr •,• 1 C9 ii $
3 rc Iglu COMPACTED SUBGRADE
Z U •] rt.
1. Subgrooe or ea»tour»campoclbn MdI coMorm b»coon 02230(M.P.W.Spec•., 1996
�Q E. 2. C Mrpctlon)d b•MN N Dloo"of 10•M-[A oM Mall Mr•o mihm m 0•phi W 3/a'ono nnwid-WMeA of 1/e'. NOTES THE WIN wRH PROPORTIONAL
FFA 3- ./7 gnbn p1Olnl mp4rid MaN pa pbce0 d dl P.C.,.PT.•,evr6 Murn•ono at not mwe than 3OD'Merwl•. TM INERT MAY VARY TO SATISFY ME DESIGN RERIFORCE WITH/4
PROPERTY STATION 23+37 TO STATION 25+34 PROPERTY .gn:ion m=,I Mon•NteM UrouQh Me full a•Dth of tJW cure aM 9uHer. REQUIREMENTS Of"INDHI UN.APPUCATIONS. BARS ON Y K 2'GRID
LINE LINE 4. No Curb oM gU,,h,"I M phoih,rithM o final form in•P don by the CRr Enpinwr or hM hIpreaantalM. FNM511ED STREET SURFACE TO BE 1/K TO SECTION A-A
`t I 5. Conc»l.sMN M C-M-4000,
36 36' a. Cru•M4 growl Do»eh.11 meet lM-uiremente of Section 02235(MIRY SPECS.1996 ed.) For cure pM t/C ABOVE EDGES OF DOUBLE GUTTER 41;PIN
J' '
_5' S.5' t&5 6.0' 6. 18.5 S.5' S' gXw rapbew7Wne projecte..oeheo rock may M used for the 9rove1NSTREET INTERSECTION DOUBLE GUTTER DETAILS WALK p r O.B. STD. DWG. NO. 02529rCONCRETE CURB AND GUTTER DETAILSCALE NTS C15 SCALE: NTS C.O.B. STD. DWG. NO. 02528-1 LAYING LENGTH
ASPHALT CONCRETESURFACE COURSE "OF 1 1/2-MINUS
6"OF 1 1/2"MINUS GRAVEL GRAVEL BASE COURSE IFOC/714 OVERFOW GRATE SLOT WIDTH =4.94"POND/1 E 4"MIN. BEDDING
BASE COURSE OVER 9"OF UNDER CURB AND GUTTER 4,05"POND j3
0.20'BELOW BERM ELEVATION C B LOMp11JOWAL S£CIIQN 1RANSY£RSE SFCIIAV
6"MINUS BASE GRAVEL BERM 6.61'POND/4 n CONCRETE ARCH AND ELLIPTICAL PIPE L a
COMPACTED SUBGRADE 5.40 POND 1 TOP PONDODTEIL
ELEV _ ALTERI'LA DESIGN
4.43 POND/2 - C15 SCALE: 1"=1'-0" [�]
91.0 POND/3 P•+�
j•j.j
�,�TYPICAL STREET SECTIONS ° E gY TPA TQ �Ax T A B D E F
FL ELEV a 1/z' z2• ]ro 1 z 1/i r n +s rz x
C15 SCALE: NTS k-' OUTLET PIPE 3.50 POND/11D ,� 24 n6c 1e' U 1/r J To• J2.80 POND/2 < 30 3zeo zz 1/z' 3e 1H' ]To, t 9 1/2' so 46 %89.00 POND /3 a >6 4J]o ze s/e' a]/r J m 1 4 1/2' n 1/a' ea >s % 72
PROVIDE RIP RAP 7' N 47 s26o n sl16' s1 1/a' ]To 1 4 I/2' a u/m' ao ]s % Te -0
- _3" ASPHALT 3.40 POND i1 �- r
3.40 POND/2 AT ALL PIPE OUTLETS u 6]eo w' %Vz' ]To 1 s' 21'
--- - '" M ILis ;;F:•IJ1. nr- L'. 2 43 POND/3 TO DITCH 54 Idea M' 15' ]To 1 11/2' 25 1/2"
° 0 95N 4 1]' J TO I 6- ]1' 66 IXi % % ! 1
.. 62 is- S•' a6' 2 m 1 7' 31' 60 ]9 99 '2+ Il��tl
`\
;ma y ,fit ^ 36"UTA. 4"THICK PRECAST CONCRETE a 2ooa sY wY 2 m 1 6' n t/� A4 1e 102 �44
r")0�`.:y',9 6"MINUS•BASE GRAVEM4P4p4 "`�• ' �'-� _ _ _ -
/�44�D1A NOTE:
PLAN LET TIE HOLES ARE CAST IN SECTION AS REO'D FOR TYING
k•i 'I c 11.,-,i-"- FLARED END SECTION TO ADJACENT SECTIONS.
13 OUTLET STRUCTURE DETAIL
e TYPICAL ASPHALT CROSS-SECTION C15 SCALE: NTS ALL SWALES TO BE SLOPED AT 2%IN DIRECTION
C75 NTS X SHOWN ON SHEET Cl UNLESS NOTED OTHERWISE
NDTE Y
F
SEE ROAD PLAN SHEETS FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS OW D PTH
12 BACK OF CURB W 12^0•
SOLID C01Ell v> Q
1' S S.s' TP. FLMAINE EXISTING GRADE EXISTING GRADE
SIDEWAIx BOULEVARD --- - � A'1 �COMPACTED
PROVID
A-
N- TOPSOIL TO FLOW DEPTH
E%PANSION JOINT \ /.
4 TYPICAL DETENTION POND DETAIL �TEn 5 SWALE CROSS SECTION DETAIL
I C15 SCALE: T -
I TONGUE END ON INLET C15 SCALE: NTS `
_ ANSION JOINTS I GROOVE END ON OUTLET
CONCRETE INLET APRON From•ono cover W M Mher Co.No.52441,MCI 305 frame,
a•.. _ _ - I INLET CHASE ONLY) LY 305A oI-plk,hM,ho6 r IFCO 772 frame,772-8 coMr.Coven M wNr1a11 have �t IAMM SWIM
- I SEE STD.DRAWING 02529-12)
YARffS' FLARED END SECTIONS �, TOC ELEV
6'. CONTRACTION JOINTS 1 NOTE NI M Mtw»n monhoM»clone manna.Hn k D15 SCALE; 1"=1'-0" 4$D6.70 FALLON 13+00 INLET CASTING
Aejuetab. nqa, I IO1n o 4801.54 FALLON 3+75
CREIE I DROP CURB HEAD I Y min. 17 _ top eectbn,ono orovM»+er pig into mannob.Wall M NEETJlMf R-3087
EEIL warf0L Jantxp hh l ftl Mall ee'Ram-Wk w e 1 4792.42 RESORT 4+50
for d1 j.;..e,c•pl Mt.een»w.pig onto manhole w OR IFCO 515-7 O
IFCO STYLE 5((SOLID COMA)TRENCH GRATING -JI NORMAL CONCRETE GUTTER UK so, 50' F
MTH STYLE B FRAK(OR APPROVED EQUAL) < I OUTLET CHASE ONLY) 11.
2 0• 5" 20'DRAINAGE 1'MIN 29. 20' RA- iCp /
I EASEMENT
R. Prec�M nW-ihl control.-rh-6- 6 -
-2a" SODAS.
ant ceWc top WMuno in OPENING
n
MonoN-PA d ac w4ance iN A5T o»ipatb C-47B
PLAN VIEW a qM.e
M. e.P�WM
36" R.C.P. -_FCO STYLE S(SOLID COVER)TRENCH(YNATING eree4r pen t/f. ASTM C-76
PROVIDE M1H STYLE B FRAME To APPROVED EQUAL) 3 W Z CLASS 2 QM
EROSION
CONTROL OWEINE S REWIRED xPAN510N JONIT I. 1. - z m y�
Voriaeb 1 4_ ' rY
_ I Ir
-°- � U WW LU5
......... __......._ {•BASE COURSE H tt C) G 2 2
............ p eMx 1'
E $$ 1•eer•tnmW.See U N R
AS 1.5 `� 5' 5.5'(TP.) 4 MP-$ m�'W fFNwa pr.ta�N bMaeaoi jolMew Mail) I O OI BLOCK OUi FOR
` REOVIREO - 510EWAlX BOULEVARDTf A�
} PER STD DRAWING 02529-12 A U * INLET PIP
E
1 '--END COVER (I Z- RCP O 0.3%SLOPE)
AID�,� Cnonnal-ob.of pq
1'-P con
SECTION B INLET CHASE
Recoel or goredW. -in-Dloce ew•.
IN, Mee,m nimvm
- - /{M - c-< crate Micknsef Mlor Ipiq I.
IFCO STYLE S(SOLID COVER)TRENCH GRATIN B IncMe.Precael M»,minima
WITH STYLE B FRAME(OR APPROVED EQUAL) 5'-!INo. Nlcknna is a mcn.e.HI
51OCWALN (min.) ninlwcso oe Morn.
a NnrbJ'ail�eM~ 'y i YIN. 29 -... '�� 1 /I" :iUMI-
F%PAN90N JOINT V ,t4.51 �I 4 Orawing Date: 11130101
1. CONCRETE SHALL BE M-4000
• 2. COVERS MUST BOLT DOWN TO FRAME NOTE Stwm oron mor--11 1: U
e
BASE COURSE 3, CRISTITY 9 TIA REWIRES a nave I I droll I ono I.
CITY SIDEWAIJ(PERMIT de.^f L or»t qq covert Moll l»Y nigher
eiee tnon Mttom o1 manna•. BUILDING W Z I
fY PRECAST BASE BI
SECTION A 4'P1N SEC00N A-A S� L�- 44- O.D.
n CONCRETE STORM DRAINAGE INLET CHASE SANITARY SEWER MANHOLE D TRAIL/DITCH LOCATION DETAIL 36' STANDARD STORM DRAIN IN --
C75 SCALE: NTS C.O.B. STD. DWG. NO. 02529-14 C15 SCALE: NTS C.O.B. STD. DWG. NO. 02722-1 C15 SCALE: NTS (FERGUSON AVENUE ONLY) C15 SCALE: NTS C.O.B. STD. DWG. NO. 02721-2, DEC. 199
U/29/01
#u0041