HomeMy WebLinkAboutRECREATION TRAIL PHASE II SPRING CREEK AND POUDRE RIVER TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-23t*7
1.05 MILES ON SPRING CREEK
1.25 MILES ON CACHE LA POUDRE
SHEETS
1-6 COVER SHEETS
TRAIL ALIGNMENT AND MISC. DETAILS FROM
LINCOLN AVE. TO COLO. HWY. 14.
7-8 TRAIL, ALIGNMENT ALONG SPRING CREEK
FROM SHIELDS ST. TO C & S RgAILROAD.
9
TRAIL ALIGNMENT IN RIVERSIDE PARK FROM.
10 WILLOW ST. TO LINDEN ST. AND BRIDGE DETAILS.
FRONTAGE ROAD ACCESS RAMP-,
BRIDGE, CULVERT DETAILS .
11 BRIDGE, FENCE DETAILS
RAWN APPWt: 'V
D.A.J. T.L.S. R.A.B. POUDRE RIVER &
1": Soo, D.A.J. JUNE 1980 SPRING CREEK TRAILS
WWAMW
..........
41
' -. •. •id�u 't ,...a ,.»..., re. . nu -t-' , �•.y�,•+:xu'%+M"M"`^.i.F'�}in=*dOpR+rFl":�".�wpR`,gM• YgiSFl•i:!'xSFb.^. vM•N"WlltbWNRX+eWv�+^•N" e . a'.",pydC»'
I -: ..ro- .. .-' ._, a...:.c:S'NF.'^-`uMA'tl:�'�,FSF.n .dYWNv9in'y'�CK#M1w[Mv➢...•: +q1:. �`iY .-NkF r •.' •. r.,y..S .., rv.,.. .
ze
't-
HOLES FOR
AT 12" c. TO c. MAX. r-,:!�
SPACING.
TOE PLATE
(FIELD BOLTED
REINFORCED EN6E
PIPE
PAY _ LEN TH I Z (o"
yi' THREADED ROD OR �U
ACCEPTABLE EQUAL
CONNECTOR I- U6
FOR 1Z" THRU Z4'• PIPE WITH
ANNULAR 4ORRU6ATIONS. NOT
TO BE USEl1 ON HELICALLY FORMED
PIPE UNLESS RECORRUGATED.
NOTE: END SECTION TO BE OF
SAME MATERIAL A5 CULVERT.
DETAIL D
END SECTION AND CONNECTION DETAILS FOR
ROUND CORRUGATED STEEL PIPE CULVERTS
N.T.S.
FEE.. 1981 - REVISED DETAIL H+G
SHERWOOD
LATERAL.
CONCRETE
SPLASH
PAN
4
1
g
56p
p&
NOTE: SEED FINISHED SLOPES WITH NATIVE MIX.
SEE SPECIFICATIONS FOR DETAILS.
-4,6ED MIX /7HALL. PLENA WrTH 6X167INA
AgAhh AI-ONA GS.U. FROPEfzTY
5' WOVEN FENCE ON SOUTHERLY BOUNDRY.
SEE 5PE4fI FICATION 5 FOR FENCE DETAILS.
ANN tETA11- T, SHT 11
25' R.O.W. f ' ACCE55 ROAh.
VARIES MIN. T 8' PAVED 8'E;'YR !0 12t RO IM
FROM TOP OF SLOPE 1'-&" MIN.
2/e BRAIN TO mriu
3" WELL
GRADED
SAND
m
s• � j
s••
6"xG"-10 «IO
W.W.F.-REINIP
57-
5=1 / MIN. 4S'+
IS" 0 1l. GAUGE ALUMINUM
CULVERT OR APPROVED EQUAL
COMPACT SUBGRADE TO
95 ,/ STD. PROTECTER MIN.
DETAIL G
TYPICAL TRAILS CROSS SECTION
N.T.S.
I MIN. 40VE2
INSTALL CULVERT ENN SECTION.
SEE CORLIX MANUAL -
8'
F�=4000#/inz r
t a,
Z" MIN. CONCRETE / • x(o"- & ga. REMESH
COVER FOR REMESH
COMPACT SUBGRADE TO 95 / MAX.
tsR`( DENSITY STD. PROCTOR.
DETAIL H
N.T.S.
s..u.ae.. ... .vs �w+,�vv",-.,,..ea'a.+.,. � -
........... ... ,.... ..+, .,-.. .—».. »..:.. �..,.+.,.,q.. .. �.., r" , w., .a.. .�,«W...�:,,..„.,...w„
.. ... , . ..... ,_. ..,�,....... . .. .., xew' .....,�..... .. .. .+�6
wec'
..
_ •m:^�R4's.a� v, .ta• ':,lea:.>.-,u:n';a�=a i. '•s.•a„ -
>� .Rk^'F,+e n,wV'@r..A�yi,!•'hi;t.ti'h r�ax -.- .. ..
..r+.�w,mnvswvaxene+:wwmw'.oeau4'um..p+ew.sw.c w«r�•-.nn • +rwcs«` �e.,�. a =vm. w-,wm�'
y.r l.. "l••1'W I"l�
D.A.J.T.L.S.
DRAW 2ii
q.. �yl� +`
R.A.B.
SPRING
CREEK TRAILS
040 *0"
1 ` ¢
COLLEGE
AVE. TO SHIELDS ST
1" : 100'
D.A.J..DUNE
1980
.
_
V
... r..-.�'v"
n .. � a-••X•°3&
..mmm:.,... �
ee MbA9WxvYe3•hM+Md1NM.4 r.n...%nh�wnYN m.nyy u�,Pw�.yµn •�sc ...v�uvnvr.
� MSkOvr...y.5.
wm'v�.r• ✓ i,.vlh"� n'.,G ...T•'...,i
LY.
c,r.. wi�m x
itllgt.0.WWl+' `f+bRuil�t«�✓':w aH nt
.. ...mn'A'4K•iM'{'Yx t'#AQfANh:. .. n ._.
8
11
0
00
N
00`
d'
u
0
In
AI nl m m
�}
O19
+
O
O j
40' V. G. ro uw
I
FMI-SH GRADE,
11,41
-1
1
EXISTING GROUND 11
SECTION D - D
30' V. G.
to
0'
o-
.. ^lbw d � c. 4. Lrv^Nxr .l • L/+A,i^.:.5 .. - ..:F. I+C.F. �. o"..b'.'b 'EtlFFl�lj,T� :6VR%" .• SWCRb. ..'.fe, ....
m
O
I
--------
I.S' COVER /�
TOP OF CULVERT 4944.0
/ 14'-S" x 3'-3" KAISER ALUMINUM BOX
LULVERT OR APPROVEp EQUAL.
/ 5EE DETAILS K-1 TO K-4� 6HT5. 10 +11-
INVERT 49 O.So
/
H. SCALE 1' - S'
V SCALE 1" - 2'
bI30' V.,
'tI
4C)' V. G- I
FINISH GRADE
/ \
—----�\// EXI5TIN6 GROUNN—
FINVERT
Y
FEB. 1991 - BOX CULVERT LOCATION
DATE LOC'N,ia
SECTION E - E
10'@ 2%
S
o/
s Z
A:1
LOMPACT SUBGRAAE
TO 95 /e STANDARD
PROCTER DENSITY
A�
4" PAVEMENT
SECTION C - C
f . ., i`Fa .. .s J r.... .aa..... 'r4+.'Mfi_..P y.. SP"ik,.• ..u.N36%xx4rn. '.rWix.'rpy+F x�. G .r.-,�, - v,f� * 11'•.".,.
INSTALL WARNING SIGN ON FENCE
OPPI-SITE TUNNEL EXIT. 516N SHALL
BE STANDARD. WI-4., MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES
NOTE- ELEVATIONS e STATIONIN6, SHAfLL
0 BE THE SAME IN SECTION
IA D-D AND SECTION E-E
0-
��� FINISH GKAt,E ELEVATIONS.
4998
O
0
499&
4994
4992
4998
49910
F
LOVER /
TOP OF CULVERT / 4994.0 4994
12" CONCRETE PIPE- PROVIDE SADDLE
/ ROUGH BOX CULVL-RT - SEE NOTE SHT. 10
49 0.50 / - - 14'- 5" x 3'-3" KAISER ALUMINUM BOX 499 2
CULVERT OR APPROVED >=4UAL.
H. SCALE 1"= 5'
= V. 56ALE 1"= Z'
INSTALL 375'+. CHAIN LINK FENCE
SEE DETAIL I, SHEET I1
INSTALL WARNING S16N. SIGN SHALL
BE STANDARD WI-I,LURVE RIbHT, MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES. FOP,
INSTALLATION DETAILS. SEE DETAIL A,
SHEET 7
RIGHT OF WAY LINE�
INSTALL 2-12'
SWINGING GPTE5
TIE TO EXISTING FENCE
INSTALL 30' fo' \ \
GRAIN LINK FENGe \
INSTALL 1' 6ATE
EXISTING FENCE�*�� pzAL
�P
INSTALL WAKNINb
SIGN SHALL BE STANpARD
W I -I , CURVE LEFT, MANUAL
ON UNIFORM TRAFFIL CONTROL
DEVICES. FOR INSTALLATION
b.ETAI L5 :SEE DETAIL A
SHEET 7.
.,.n..ro>.�. .:way+�..x., amr�.-+sue-.. r..--�r.ap�wws,ezws•'�:"n. a, c.' , 'o
ammawrwwww.
D.A.J. r.L.S.
wimp-
6.J0K
i
X
TIE FENCE TO TUNNE{'S
NORTH WINl:l WALL.
INSTALL 12" ALUMINUM LULVERT WITH END
SECTION, SEE DETAIL B, 51-IT. 7 FOR INSTALLATION NETAILS.
g'c MATCH PAVED TRAIL TO EXIST.
TUNNEL FLOUV,.
POWER POLE
INSTALL WARNIN& 51(=N. 51L,N SHALL BE STANDARD
WI-1, CURVE RIGHT, MANUAL ON UNIFORM. TRAFFIL
CONTROL DEVICES. FOR INSTALLATION DETA►L5, SEE
DETAIL A; SHEET 7
MANHOLE
8' PAVED TRAIL
WATERLINE VALVE } 1
MANHOLE V)
v�
RIGHT-OF-WAY LINE
+l REMOVE EXISTING FENLE TO WEST SIDE OF CULVERT BRIDGE
n
D REMOVE APPROXIMATELY 35' OF EXISTING CONCRETE
DITCH LINER LEAVING 18" MIN. EXISTING REINFORCEMENT
EXPOSED. TIE CONC. WINGWALLS TO REMAINING LINER. A LONG.
FLOOR LINING, 6' THICK, SHALL BE POURED 6ETWEEN THE
I FOOTING WALLS FROM THE REMAINING LINER TO THE EAST
EDGE OF THE EAST WINGWALLS. REINFORCEMENT FOR THE
r x FLOOR LINER SHALL BE *:4 GR40 co 18"O.C. EACH WAV.
REINFORCEMENT SHALL OVERLAP EXPOSED EXISTING
- REINFORCEMENT. TOP OF SLAB go.So
DITCH FLOW FROM THE WEST END OF THE EXISTING LINER
TO THE EAST WINGWALLS SHALL EsE C_ONTINUOUSL`f
50+ CONCRETE TRAIL BONDED BY CONCRETE LINER OR
I SEE X-SECTION ALUMINUM BOX CULVERT.
pETbIL. H. SHT. 8 NOTE: SEE SHEET 11 FOR PROTECTION
OF UTILITIES.
I \TIE TO EXISTING FENCE
r
aP I
INSTALL 35' ALUMINUM BOX
-'ULVERT, SEE DETAILS ON SHT. 10 i-i1
;9 sm'R+.WWw.'.'1. �y..."RR i,w`u.. fi(^'AS �yy Atm.tl'Ma�n..-�49aH R'r4w Vn.raRu.. 'ro pNVA'w,H1.�.vW.•.-r. - h.e. �w�p.'aMYW.,,
PIzC: I. `RA.Ba RIVERSIDE PARK 9
11 ;k
WILLOW ST. TO LINDEN ST.
D.A.J. JUNE 1980
wxnee'ma's wsxn-•>.ms"vw.auuJa' .-r:nw..fn.=a nnnew+r�.,.mmr..Mv:x w...,en=<mfw..,..,._.. , ' ... .a. ,. tm�^emx<r.
q'. .. r4¢4ba'�4ta.v.+fa+J..,*ws•' ,.: •.�..-.,�xa: e. .+.�cxf4.5,
3zd.<,�,..
2 8
OPACT OITH PIT RUN�4 Lo
20
CC.
�J ��6
pRO,I /
11 a, / FINISH GiiAi�B
NOTE: ALIEN FgsT ENppFE'�Jr A
GULVEI�7 AS FgIZ NorRI
0
fiILTE•S fiABRIG
90 CO ETA c PROG70RGF
-- v
ALUMIIVLIM 60X
'"\`c'uLVERr
' m
1
i
'�^ fi00T1NG5C�sEt< bERgTE SPREAD
L5 THIS aHEET,
TT'111 a ,4 FOOTING 5 �_-
FILTER FABRIC
95 '% CT STA.PpRORWG ri
GROI.I7
:SMALLONE
NOT Iy0 Rr FbRTLA IMPOSED OF
TVI Pq E THAN T}i EE, N RENT AND
kYNRA7 RlS op- FINE LEss
SHALL NOT LIME OR M AGC,RElaATE THAN
As -I MEE BE rHE� poR LANp EMENT
AGGREGAT 150� T'Yp RyiR�MENTSP—M N-r
OR
HAE NG �FZA E`LF SNA`L ONE T OF f
UNCO GLIti ��,I HARA RAL SANii
OR6A TES ,KA,I ' pURA�LE
Nl� MATT its FREE FL'L - FKP,64E R M
dELETERIOW SOFT OR RO
F'NE AC�VR SLIgsrA.NcOT14"
THOROLV,Ht�ATE SHALL e rHE
SE yNIFpR WASHEr� ,� 6E
O�u95� a rO 1 Ei HdN Il FROM
SHALL
7lEV PASS N �MNe IMUM OR
MINlM4M
c ��� sleve, CT FAOT/yG
46T'o/4 TN/S ,;,MEET
FILE, wdrN G+vuT
4'
n
' D
V '
a #" 4
DI/E2ALL / PDW74
15■ Mtw
5r•_a.•
FooT�I..vERr
-��__ ING DETAIL
-SEcr/0AI G _-
NOTfs:
y6E � � T 'YG STEEL Tv �c C„�•.tOE
2. ALL '.tE.4A,e T'� STy�y1lA.C'0 ,,�6/5 A660 NO
C 'f 6I
3 Ak �"Ic.eETd SNgc[ /3E ~i,vF.yus,i cc.vc'�fTE � 7.
C'SEG v�c,�T ,`1E
6E0
B�.c c�LVE2�-
!PoSEE d1'P051TE FOOTINem
p? 1NA) ALATION
DETAIL --- ---__
1K
A
v
AfIll
n(6 QEiR M,M.
l i
.i
Dp�'ri K- K-2 LF
Eg SADDNO7
E
per LS ALL 2 FDOi IN6
96
� r
EX I ST1 Ii
OoTBO
E' ELEVATIONS BASE
HYpRAN'r Ns TOM Rj&4 OF F1iiB
SRTOAGE EL
ANkcs,, AsOF U,449 ?4
9z
' PROVIDE ggbD SADDLE $HAL LE FOR 12' CONII
ENDL$E_SHALL
TI BOX ULVERT BR CA-rFD ANRAIN LINE.
REMOVp- N OF CONC UPON INST I MOISTURE
REA \N"rH R. BETE PIP ALLATIO THE
BE c'R VTE LASS N ND W CoNCRF-TE p pHL NLING AND
D II�1Tp SADDO� RE7E PIPEO SAme
8G
�MN 25 t so!$,
P G P ND'
s 3d 'i ..s7El E
TYPICAL COUPLING
SH.L,yy ON it [V4,
crRRiaee ep[r • �
P/PE WA[[p pP TNRU O/09'.
E WALLS O/JB- E OVEq,
BAND FOR
-�;17;UGA
TED CULVERT PIPE
CC'LogAl O
94 HwY
W loe
m o
r O
d H ro N O 1 0
t
iI r 0
I
MATCH PAVEMENT
"T N
W MATC
3 SA K. OF H PROW-Iii
J WALK, ROAD
L PLA"e PAVEMI~NT
TRAIL ACCESS RAMP
LEMA Y FRONTAGE
N.T.S.
ll
k Q
J y
Win
4
n`m
N
5°z'= row
° m
y � N
2'= 2�' V.
�� � FINISH GK,a,q,�•
N
��i' � e
EX15T1N6 ✓ � � � Q _ �
5L4 R FAC E
_ m if1 zf 00 N w 00
-- N N
MO O �� �`, m m m
N O
' N N W 0 DO CQ
SECTION R-H
10
z. s
f'
�. / v �xd•..e,b�„-ter..,. ,,:.:,.-�n�.+r€ �-�" „' —�
jp 1
.{ .........
Mtsee.yMrt, `� 1
P 4
J D�Nsi, Y EMB 1vKMENT
" TAN D4Rfl R �MAX
F -
SECTION S A PTO<TOR,
wmw
_wow
"
■ 1/ V\
fs ;
se..
■==:. • D.A., SPRIN JUNE 19 EEK1- Cot ITo A Is
o. : o
6p-ovIvIiI '
�Ibp/vST gcKFi ° �. [ ¢ESA
�7A/N/tom � F Sq, 0 0 3o� y WAyZ ANC cC er'acE
y� �j• .�--14'EEPfR7LE 7V
311,
ALL
OOTTINGWQET�11 L
i
DE7n��4 rEc wtiG�1
.'—NiJ .SivsC T � f�Ti,L.
.. - 81R E.:rvsw,. ..r-,, ..- .. :. .. .,- r.,: ..,nr+n. :.i. .�-.:+. k',XnYM..L':: h5✓,_i.. ...::...wy.r,,.,. ... pi'.x'V.a�u:aY:`•'rt^a•b..Ye, �h+A+. : x vw .a - • : " ."As ._. .: ;.' reP-:,,�„....,. wiKgwlY.:. 4XAst'«�RW: Inv:'.-'afdcYfddwti .:nV' ...;. ab Ms-:v 'ra-.«si+xa.MNy.••. w'.eb`fa.'�; «n'±,. :- «'.:.,.: - -: `.rcr ^ .. !' -: :I,.:v..:ay'..:"Ns.... APYfYYf)'a�,:a9q.awlt•:,'.V�s... s,n •.aunt-.�4'.�'v.'.la4p n..-,y...,.: -.•. .,. . u,... x c , - - -. :.«::.-•.. --„ . .. .. "in �g
6' CHAIN LINK FENCE
SEE DETAILS THIS SHEET.
GRADE 60 04 REBAR
HANDRAIL SEE DETAIL 15"c-C BOTH WAYS EACH SURFACE
2THIS SHEET. SEE HANDRAIL DETAIL
•
BIKETRAI L
I-6'
4 O"
29'-pN 8� ON 2.0,.
BACKFILL 95 % STANDARD PROCTOR
I.' 'I "; �t" 'Q•'"Q'• ... •. A�''. t� ,l••�A;�• •: :i.Q.. '" '4�p.• .l•.i,r :•lt.. ••-.+.wyw.'. ...
D C . T o �. .,s ^ o /.': 'w:'..� o' ;• , o:. • POST IN CONCRETE
,: ;o a •� :• _ CYLINDER
LJ '�:• .0. ..w';• w.�. ,I ..O"'!•„S: i..: •/• ,�'• '.. 'D ':t• ID-7111- Z11
•.ya :y•.Yf.�.•:f
1 s,
IS
!y
I
!h 'IY•. tA.
6
i EXISTING GROUND !' 'a"i':,' •I J.,.� `20 `.p=:n . I8 ': q. .`..;
I .4' •Ot •.% VL{"3 .. •. I Yf I '•f� Q .1:J• !' {' :�. 1•'.
---- - — — ----- -- ---- ----- -- -I /�I� 10
I I / 6,-11„
ALUMINUM BOX CULVERT 1,6
II
I I
FOOTING BOTTOM OF FOOTING
ELEV. 88.4.40
♦ y • ,`- ` ` ( r t o, 2n2 NAILERS —� - BFOOT FOOTTOM OTING ` - ` r • _ ' - ` 3" DIAMETER WEEP HOLES
�\ 1^/ 2 COMPACTED ' I ` ( - (J - 18' FROM BOTTOM 18" c-c ' "
i PIT RUN O + O+ 2x4 STRUT 14-5 TYPICAL
-�
" < T/B" (D- pr INSTALL FILTER CLOTH
3G
2x4 STRUT _ t BETWEEN BACKFILL a
_ _ - r "C.M.P. 4 WEEP HOLE
'VI
FILTER FABRIC 24°RS.R SEWER SANITARY 24 3 NOTES: 0 WAze
TER DETAIL
STORM SEWER WATER +NE K
SEWER (ENCASED) 41NE STRUTS TO BE ,I. TWO VOID BOXES, 6'0" LON6, SHALL BE
G" t 12' OC. AND EACH END.
2" PLACED ABOVE THE 24' WATER LINE AS
MAN' I/4" GALVANIZED ANCHOR BOLT SHOWN. BOXES SHALL BE CENTERED
PIPE DIA + UNDER FOOTINGS AND RUN THE FULL
¢—�� PIPE BEDDING WIDTH OF THE PIT RUN LAYER. PIPE BEDDING N.TraVC
•
I.D. SLEEVE =O.D PIPE (REPLACE AS REO'D To
1 i, x COVER PIPE) 2. FLYWOOD SHALL BE EXTERIOR, STRUCTURAL
I /2� —� 3 BOTTOM
FGRADED. .3. ALLWOOD MATERIAL SHALL BE PENTA- 18 GA."CORLIX'OR APPROVED EQUAL
PREFORMED VOID TREATED OR WOLMANIZED FOR MOISTURE
_ MATERIAL SHALL RUN PROTECTION.
•A THE FULL FOOTING' PIPE BEDDING OR ENCASEMENT PLYWOOD VOID BOX A CONTRACTOR SHALL VERIFY WATER LINE ALTERNATE PROTECTION FOR
•O_ WIDTH F AT EACH ELEVATION PRIOR TO VOID BOX
• SIDE OF CULVERT. r; (REPLACE PIPE,)
REWWED TO CONSTRUCTION. 24" WATER LINE
D• ,�yN•' COVER PIPE,) TYPICAL AT 24' WATER LINE
s
I I �
PREFORMED VOID SPACE
%r TYPICAL AT 8"SAN. AND 24"STORM SEWERS BOX CULVERT DESIGN LOAD=HS-20
"CONCRETE WALL
DETAIL K-3
N.T.S.
2- Sly ands N9. 12 %z gage qa/v wire.
.
1 .. , posts
,. :.,. .
.. ,.
%17m
Im
r��N■5���!■����r�����I
M■III
����r��N
rr. ..
. :J
PAR.C4 AD410INiNG CORNER pANE'j_
,.. -.
grace corner post both wars
NOTES
Maximum /engih of fence wrthart a Corner poet, end post gatepost, or brace
�passtshai/ k �000 ft.
A,bvpn wire fenving steal / have No /0 gage 16p and b&bm wales wish Ab /2E'
gage /nierinedate and elay wlreS, spac/ng of stays to be /-d'
All wood po-sts to be p/aced w/7-17 6u/5`a17d down in
14170`1•5turbed r✓atural ground or compact fill.
Fence Cononstruction along S� i!/9 Crew(' (hlrf5 7- iZ) wi// irr�/vaG
'f/7e 70//bwlrlp : /�
f. /a/lg✓ates �/a// be "Wesfy�aldll or'Powdwr �✓er !-rubv/ar'
gales.
Z. Gafes alZl Cr hir�yed fo! hWir/ /SD° oar/
3. NiIha/l be 4 0 X y rorr9 ��/ prfx f l a
cor%rG� (.qs /7wi ad�acerJt dQfa./ s "�
�OYen W1T2i/7CQ
DETAIL J
N.T.S.
cuL.VER I WITH
DETAIL J- ADC? FENCING, NOTES
CORNER PANEL
0
a .
Fn6r.c: 2"mesh 'il gage yn/i. aFf¢r lvea vinq. v
FanC¢ shall 6A
cornar and End qa/u "e.
Llna Pre?: 2'n.D. qo/U.
END VIEW
pans! Wr¢s: 07% pleas i",c .cJ/ro EXTENSION ARM
Top Wire: 2 D/YandS A/o /2 i 904le Smooth wirc not
mar¢ 74//0n e- 0,0ar/ on Y-6" z- eA-4,sle'n aims.
70 O.D. '00lP2.
Eno/ ? �'�.sner /3iac¢s - A// ¢nd ohd cnrncr /Ja�fs a,-¢
r
urn(Sh a.d cu.-FA %Jew, zdn�i/ / • o.A. 9Q/✓. pl�¢ /iraC¢S
c nt/ or¢ d;agc„a//y �rurS¢o! coin a % qo///
Pb-e s arm 1% li¢, sad in 3L" c,>< Ct,a2ra%a,and aap/ead Pops.
Fabric sAa// Aoua 6o!•bed se/vaga lop and dets4sm
Chaii7 1117X f4e17CC7
DETAIL 1
N.T.S.
., - - a <..vwv wa.........w+.+.,..w.mrxn=snww'aa,..w+-:,w:mnv-.- .........,.. «-.... ,..s.r„emrrsa•,mw.w-mn++ee+.w
D.A.J. T.L.S.
4'- A ( F
1009
CHAMPER TOP EDGES
l� I/2" DIA. HEX. GALVANIZED
STEEL BOLTS 20'
COUNTERSINK WASHERS a NUTS
2" x 4' PENTA PRESSURE TREATED `
or REDWOOD/CEDAR WOOD RAILING f
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S sIGN.
BLACK LETTERS
ON YELLOW REFLECTORIZED
GENERAL NOTES BACK6ROUND.
1. A HEX. HEAD BOLT WITH NUT E WASHERS
SHALL BE USED TO FASTEN THE SIGN TO
TH
NOTE: RESEED DISTURBED SURFACE. SEE
SPEGIFILATIONS FOR FURTHER DETAIL.
yBE12 MIX 41HALL. BLEND WITH EXI4TINIA
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TEMPORARY TRAIL TYPICAL X-SECTION
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1' SHOULDER
IN WOOD POST. BOTH SIDES.
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SHALL BE DIPPED, PAINTED, OR COVERED WITH SEE GORLIX MANUAL.
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BACKGROUND COLOR OF THE SIGN.
DETAIL A
CAUTION SIGN
N.T.S.
.py"� ywu.,ew mM • «ro�.�x �",«#mcau.awx
s'
PAVED TRAIL
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CULVERT OR APPROVED EQUAL L 2" GRANDULAR BEDDING MATERIAL
100 / PA55IN6. yz_" 51EVE,, LA.-S. STANDARD.
DETAIL B
CULVERT INSTALLATION
N.T.S.
D.A.J.
SC A: F
1" : 100'
INSTALL FENCE
CORNER
REMOVE FENCE TO
THE N. K.O.W. LINE
MIN 1'COVER�
OVER CULVERT
INSTALL CULVERT'-,
END SECTION
SEE I.ETAI L p
SHT. 8�
INSTALL FENCE
CORNER.
EXTENN E-W FENCE TO N-S FENCE
f EXIST. FENCE
x G'AX
ENTE
1 GATE 0
xi-sT ROAD. EXIST. ACCESS ROAD
ARTHURS DITCH
7— —
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3
O
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CULVERT SLOPE. SEE JOINT DETAIL F, SHT. 10.
DETAIL C
N.T.S.
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SPRING
CREEK TRAILS
`' '
H " r, � AT'
COLLEGE
AVE, TO SHIELDS ST,
D.A.J. JUNE
1980
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