HomeMy WebLinkAboutThe Highlands THE HIGHLANDS
BOZEMAN, MONTANA
HOLL DR
VICINITY MAP
PINECREST
• Kalispell •Havre
•Great Falls
Glendive • h
• Missoula • Lewistown
• Helena CEDAR VIEW
Miles City • w w
• Butte � a
•� Billings • m
Bozeman
NO SCALE PROJECT LOCATION
HIGHLANDS PROJECT
K 4GY BLVD
v L
SHEET INDEX
PAGE
PAVING 1
WATERLINE 2
SECTIONS & DETAILS 3
SANITARY SEWER 4
DETAILS 5
DETAILS & SOIL LOGS 6
X-SECTIONS CHAMBERS DR. 7
X—SECTIONS BAXTER DR. 8 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Wq TER qN0 SEIVE,Q
Professional Engineer and Surveyor under the Lr1j
a of
Montana. 7. 4S-BU/L Tona eIc m�t L 91.:Es Geomax
Date Nov'o,19B5 Reg. No. \4-cs7e.,.co OEO[E04.OEd.ECfuNCiu•OEooESK]v
�•(��'_%9% PROFESSIONAL ENGINEERS a SURVEYORS
al 9OUTH WTH AVENUE 802IM".WQWTW 3`nM
0
BLOCK 3 m
1� w
a -W
o Q NOTE B1 The location of the driveway to each lot will be determined by the
w
O2 o _ engineer during construction. Access to lot 6, block I and lot 3,
o{ I 2 3 4 S d 8 7 (n block 2 shall be from Chambers Drive only.
SCALE I" 50 N Tem rar F < NOTE$2 Concrete header at station 2+00 Chambers Drive and station 2+00
Baxter Drive shall be removed prior to paving.
ua~i J NOTE A'3 Pavement at station 7+70.12 Chambers Drive shall transition to match
the pavement on Lomas Drive.
NOTE 64 Phase 1 paving, curb and gutter and sidewalk shall end at station
+ CHAMBERS DRIVE 5+27 Chambers Drive and station 5+59 Baxter Drive.
r O I O P- NOTE N5 Phase 2 paving, curb and gutter, and sidewalk shall end at station
----- - - In to M 5+27 Chambers Drive
4.93.94 Chamber
3+00 4+00 = 5+00 6+00 7+00 NOTE 86 Phase 3 paving, curb and gutter, and sidewalk shall end at Station
OL\ I 5+58 Baxter Drive.
WHEELCHAIR RAMP-' I`i R. oo
Mt SEE CATS 6 O' W NOTE /7 Install centerline monuments in accordance with D/l/6 at:
G VALLEY GUTTER o NOTE- NE CAP BOLT - WHEELCHAIR RAMP r 7+70.12 Chambers Dr. Phase 2
ON FIRE HYDRANT SEE IA/3
ELEV 5030 62 5 4 3 - 7' B SEE CA/6 7 e n 3+ . Baxter Dr. Phase 3
-ro 5+5454,8686 Baxter_ Dr. Phase 3
QQ m NOTE A8 Excess unclassified excavation and excess topsoil shall be placed
a+ a W on adjacent lots as directed by the engineer.
4- 'A7{
I N 10' Utility 5.55 LEGEND
_I 10_ Eosement _- -L I L
PHASE]IC I SOIL TEST HOLE NUMBER
•J O SEE SHEET 6 FOR DATA
m 1
Off/ b Q
j SECTION OR DETAIL
^SHEET WHERE SHOWN
SHEET WHERE TAKEN
Z O CURVE DATA 153�—�/2/ SHEET WHERE SHOWN
m
w G= 90°00 00'�
R= 150.00' SE CTIoi
z o 4- OR DETAIL
O BAXTER 3 RIVE PC T= 150.00 SHEET WHERE
TAKEN
L= 235.62'
3+00 3.39.40 PC- 3+39.40
o. PT= 5.7502
w 9 t STORM DRAINAGE DIRECTION
i
o �
o �
a I 2
.504
10
Lj
dW 4N
!!
I 1•�W _ tV _ _ ___
o
503C-- - RI na =- 45
- �� M9 o
a a +
N-- I XISTIO 0 -OF SUNO - -- a W n - -
Ql >
Lu
W _ —- _-_— _ _ _ In • G.5C
46
FWTURE
0N+aWr +
1°
-lrt _\__ ORIGINAL
In E 19TtNo G R UNDTVc
10 VC
>Wi
-
_-
_---
o
-- _ \\. _ _ _ _ j __ _ __-__ _ __. —_ __ o> UTURE CL PROFILE
W -__-_- -
o
ty u - - - + T .4N WE -
O - - - - --. - - - - 0'Y - -- - - ----
a a > - I
25
?.5' 5 0' I - _-- -_. \ tr -_ - _ _ _ 25' I
4
- 50Y - _}- -- - - PAVING_
SCALE:CALE: Ho rsontol• : Hw zontol 1"= -
2� v
icot I"=5' _ THE HIGHLANDS
o
;J +N - Qeomax
QQ n m.
AMBERS D BAXTER RIVE - PROFESSIONAL ENGINEERS L SURVEYORS
__-
J + P -- - - - -- - - - — W d W N $22 90U1N!a(TN,tl/E1A1E M7RFMMi.A10MA/1A '
�>
L.L +W DESIGNED pgpWN: OyECKED __
t tow ^.I✓ NS.D G.w.6.
thI GATE: SHEET OF
KEUiREI 6 EB 6ER PLATEI.PLAN PROFILE
NOTE #1 Remove 6" plug and thrust block. Install new 6"gate valve and
BLOCK 3 valve box.
NOTE 82 Where the waterline crosses the sewerline, full lengths of pipe
LIJ shall be used on both lines and the crossing shall be as near to
FIRE RroRANT
> NOTES SEE SHEET NO-1 FOR the center of both lengths of pipe as practicable.
3 4 Cr WATER LINE DETAILS.
-
3+23.96 NOTE#3 All gate valves shall have thrust blocking as detailed on C/2/3.
SEE C/2/3
O ('P" NOTE /4 Water service lines shall be terminated at the front center of the lots.
e.c
p®
SCALE I"=50' 3+04.96 U)
I 2 2+63•96 6"X6" TEE WITH S 6 7 2 NOTE N5 The waterline and sewerline shall be separated horizontally by at least
I WATER SEWCE G 6"GATE VALVE THRUST BLOCK O 10 feet except at crossings.
0.IS NEW fi GATE VALVE u 1 2 a VALVE BOX J
AND VALVE BOX _
fIYORANT NOTE TNC fi.!<NYO.PANr,av✓✓q✓E o✓.<c BE
0+00 CHAMBERS DR. FUTURE WATER MAIN ra<.co qFr<e r^<F ru<e .qr<e.nq.,, e Loivos OR✓E
0 IS.S.� I 1 0 S.S— - ;,PS 0<E.v CCNroiEr<o. A(�q�g6tE ORE Sua'E3 A4c
1 4jOO
5+70.12 coo a z- ve o P ro r✓c wP a<, n ,
I+OO 19 2.00 PRASE PRASE E /
3.73 Sr00 Z_A<STALL PLUG ANO THRUST BLOCK -
4,9085 4+71. 5 - - -- - -
6" GATE VALVE
5 4 3 a VALVE BOX 7 8
N I + 6
+ 0
_Uti_ -F
U p' lit Q1. WOrACC"WY15CC3 ORC /^
EXISTING WATER LINES J _ 10 Eosement
ROATION
WITH 6" PLUGS a m - -- _ - - -- -—- - - PRA �I --- - _3-� - - - - -- BLOCK LOT STUPP STRT ION•
THRUST BLOCKS PHASE
SEE NOTE I ON DWG 1 2 3z
1 2 5 3 4 59.21
1 z
y' 8 22.5• BEND WITH S v3
y' M THRUST BLOCK e
1 7 v
J / 1 orYr
z _ 0
2 3sv
0+00 BAXTER DR, ! 3+01.72 TYP c
y� T 2 225° BEND WITH z 3 5
O 4 THRUST BLOCK 3
-- 3 z
I+00 3 z
19' 34 r
0+031
3 '
NEW 6"GATE VALV 2 BLOCK I 6 v♦ z
3 7
AND VALVE BOX 1 2+34.55
I+62.55 22.5" BEND WITH • This stationing shall he
1
recor coded the Contractor 22.5" BEND WITH THRUST BLOCK when the corporation stop
THRUST BLOCK is installed. _
CHAMRF
_ - - - - - -- -- - ---
EXISTI G MAIN
7II CONTR CTOR'VE F 1 1 -
LOCAT
1 XCAVA I l TYPE EXCAVATION
EXISTI1 {V
G MA� ! TYPE BACKf ILL
_
CONTRACTOR ERtF
_ lfOCdTI N -
1
— \\ --
` )7XII
NA IGINAl
S ING�GR E ! \i j E(ISTING RADE —
5050
~ d' WA ER MAIN�� : �� - : H WAT R MAIN `\
• __425 5010
-- -- CLASS'51 DU,—TILE IRON - - - - - --- CLASS t OUCTILE IRON - a 'MIN
PHASE IQ = 3", PHASE L= 37Id':MIPN"IMJ)A
3 \
w
x '
a 5�f' _-_ SALE Hori I r'a 50 : •CAL Ho izontot I"- 50'
05
1+y^ ml," -- P I : # PHASE I ` - _ -- TE A.V
J a6 ! —-
0 w __ _
I S-8 WLT
P SE a - _- - _ - ---
_-- -
_ _ WATER LINE
o c o 4i - — --- 9 -- < W Z; L B THE HIGHLANDS
1
W w al ATER MAIN
- - - a w It Geomax_
--- „ - i - - -- - - - - - -TIRE 8 GATE VAIY PROFE3910HAL•ENGINEERV9�i SURVEYORS
— a
- ad SOL"KITH ft-D E•DOZMAN.NKMN A SM
+ I� IX�I CHECKED
{
SHEET 2F
I 2 34 a— — 23 4 56
- KEUFFEi�t•1•!R IPLATE 1.PLAN-PROFILE
-- ---- -- - -- _ ---"-- --- U 7008 Made n115�-- --- - -
SECTIONS AND DETAILS
A——
—I---PT
Me'[...IT.
NOTE: FOR-1-1 RAMP. y01a,aw�
4— 11'6 le 6" 04 11' 6" Ic
6 COMBINED CURB AND GLITTER 6
\3W
T .
1 4" �E, 2' 0'
FOOT 1/4" PER FOOT
2% SLOPE 2% SLOPE VALLEY GUTTER ALTERNATE DRIVEWAY a ALLEY APPROACH a CURB TURN FILLET NO SCALE
A PC C 4"PC C
CRUSHED GRAVEL 4'CRUSHED GRAVEL�-
BASE COURSE ASPHALTIC CONCRETE
SURFACE COURSE BASE COURSE
9' CRUSHED GRAVEL
BASE COURSE
A 6
The street crown shall. be
uniformly adjusted on BAXTER DRIVE between So Station 6'00 and Slat
ion 6*66.32 that the transverse grade on BAXTER 21C
DRIVE Eta t cI,e s the longitudinal grade of C HAMBERS DRIVE at the intersection
of the two streets. TYPICAL PAVING SECTION A COMPACTED BASE COURSE
13
BAXTER Q, CHAMBERS DRIVE
COMBINED CURB Ek GUTTER (TYP)
NO SCALE
EXISTING STREET VERTICAL TRENCH WALLS WITH SNORING
SURFACE TO CONFORM TO O.S.H.A REGULATIONS'
TYPE I EXI
SUENGRA.E OR �7
ILI, GROUND SURFACE
as.f)
X,
IN—
BACKSLOPE AS
S?E I TO I si
OD FORM TOOSH
TYPE I EXC. A.REGULATIONS
TOP OF ENEW 1.1, se,-
(NO STEEPER THAN 1:1 SLOPE I,T
I EXCEPT FOR ROCKI PAVEMENT
IN—s-
4
0)'!1—WITI!-'KOPPsl DITIMASTIC NO.50 001 EQUAL. TYPE .Is CONCRETE
TRENCH BACKFILL TRENCH WIDTH COLLAR
O.D.OF PIPE-LUS 2' COMPACTED BASE
MIN.WIDTH 3.5' a SUBGRADE Coe
S'EI/L`E•C'TMISEDGING MATERIAL IN—
NS"I".To E.ULATI
UN I SLOPE
T-
2-0'
COIICRE COLL A
;TE-%V�
AGE
a "as PLACED IN 6'LAYERS 5
COMPACTED TO 95%DENSITY
AS PER AASHT T-99
AP
TYPE I PIPE Is.SPN,.TPPN—
BEDDING
\\\\\\\\ \`\\\\
NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS
IMPORTED 3/4"MINUS I Od SMALL SEACKSLOPED FROM THE BOTTOM OF THE Adjust -at*, ah,65 PPo,d or doll—ld eq—sd \�lwssasse A\
SELECT BEDDING MATERIAL TRENCH.(TYPE I EXCAVATION I Elhal Idilltlell sholl bed, It,,p,,,,g and bafal, sool coafilg. Ness,IN
—1
COMPACTED TO NO payment shall be ad,to,odi.11,411 0 no. al...to final prods.S 95% *SEE OSHA SAFETY AND HEALTH REGULATIONS FOR
DENSITY A PER
I \ \I , IN,Moe PhNe
AASHTO T-99 CONSTRUCTION,SECTION 15)16.111.
Is
-t
TYPE 2 PIPE BEDDING WHERE REQUIRED kk
A TYP) 4
�Tl—11.11P.
FOR SOFT 0 UNSTABLE FOUNDATION e,
R WATER VALVE ADJUSTMENT rE
NO SCALE
UTILITY TRENCH (TYP) P". GENERAL NOTES
NO SCALE ...........
TEE TEE!Plugged) BEND I A' To Isech OF ........ Is .1
NEAME s 1—w,TM
'
1.1— ITREET WATER SERVICE LINE (TYP)
DIMENSION FOR THRUST BLOCKING NO SCALE
PLUGS SOP SEND 45-SEND 221q OEM
SIZES
A a
I'-II" I'Al" 1 2'-22" I._10
. 1.-71 1. O._
ELE11TION %1 1",17
NOTE .,.a.11 ."N......... AN I`— adve A.Us--J T—
TOP OF CURS "LvE TTTH LID afar. 'he
a— Less
Prc
THRUST BLOCKING FOR WATER MAIN FITTINGS (TYP) 6—;,
NO SCALE
T—T'.—I Is—
As AEOPPREP POR PIPE
SPECIFIED SECTIONS & DETAILS
THE HIGHLANDS
—T
Geomax
FIRE HYDRANT (TYP) PROFESSIONAL ENGINEERS SL"YCIRS
NO SCALE 2 3 122SOLP„MTM^ELE OOMAAN.MONCwWt SEEM
N
ATE: SHEET OF
Nov.201 1965
NOTE #I Where the waterline crosses the sewerline, full lengths of pipe
shall be used on both lines and the crossing shall be as near to
BLOCK 3 the center of both lengths of pipe as practicable.
W
J NerE eL Se rvi•! /.N! r. L./y r♦„J i/6I..K 1/pr! Y'.t a Pr-, P"e.
/ 2 3
--MauO�
SCALE I"%So G rn
t y s MANAO<E Ne.3 P �
a.lr.ly e//An.�LR!oA ? O
f 'MANHOLE N 4 ENO Oc</NE /3 eAIPED
y S 0.00
2I♦0o
)•oo
too
_W
CHAM oRiv
�^3
s H 3 ° I G 7 a
w yF
-- - - - - - - - - I t♦N.LB IAXrER OR. f
N / / ur,/- --- —
Y __ _ -- _ -- _- _ /o' CRElArR•r'- f /!�-___ ALL 9iWER'f6R ERVI E W 4'
E
ILI
j N BLOCK LOT STATION•
dlll W w V ` .1
2 0♦&H
Wo£3 m 0! h ♦1
6 An
< b
Zee• � �6
� 0 G I♦pO
Z 2 F NOLC SS PIANNO<f AN.I i i
4 S O{00 SAYTER OR. AX-t E� /+YT./o SAYrRR oR. y f o♦Ir
IS' 3 10 I
W— 3 a o
\ 3 3
1 3 1 5rs
3 0� 7
/ 2
• This stationing shall be
recorded by the Contractor
y S when the service wye is
Installed.
00
_kC VAT) N a„� -
YPE SAG FILL
- a � -
P V wwJ -
Nt o
` Y PE k BAG FILL -
-
\� -
O S/G/r D I N O 141N N- -3.9
r.x s .H
-
\
trti al
151
a \
mas
^P
Uj
VRrtic it I = 61 - -- - _._.._ \ S a _ O7_6 sA' S WER
AS-
- SANITARY SEWER
50
0 sDA3 e^ vc -_ THE HIGHLANDS
\ -
__ I, W €R A OF/W _
H BER D ►V - - - -- - �eomax
- — — BAXT R R1VE
P1gFE8810NAL ENGINEERS A BVRVEYOR9
5010
- -- �*4 DESIGNED M 11— 4MECMEO
--- --- - - il-- - -
- - - _ - DATE�New.20,/y SHEET y Or 8
-KEUFFELy6�E�liE�PLATE I•PLAN-PROFILE
---- 41 M4 Mlelm U S A'
L C K d
loop so mm� sa
- soD x
DETAILS ,� a° a000 as
R.0
RO �
100 T 2T
CAIRD PATTERN NO. 52441 eoo 10 woo24
HEAVY DUTY 24" so saoo
sao s000
WEIGHT OF SET 450 lDs •ac
.00
wao n
zo
soo sco z
Aoo
—c`f..
ae
aT
zro ne e
s'eLF `:. exE.A .n •ss
• Mr wn• s wo
GREEN STEEL POST AT
END OF SERVICE, n
6
O VARIES PROPERTY TY WxHOLE M 'HOLE 10 R O.S So
aU
0.2
� W
a _COMPACTED BACKFILL ----)
2'+2"WOOD _ n' ton n•mn.f pwn+ ., N w� w•"m••'L nniac d[m•alxN. •.
MARKER '' . 1 l i 9K� • enn fn•cane n "a on rn+ • a •I�.
4"SERVICE LINE a'C'un+.,oT ' e a-"acn 11•..Nr-Imam clanmf uWr.• .n
SLOP[-I/A PER FOOT MINIMUM I ""' II MxEL—�I I� un rl.O In nan ,•,Iaalk al., gelI a •`..1.p1 ntnnt�l'M'pp"ma•r. uo.I}af.rcn.fnn
34 ,DBEND E _ o f a aM In.w w'a« Y.5•n.ncolM.n fm.I c N a•m•r Mean to.o1.1 R w dIlIdM by
—V•'/FOOT -
#M•n NOTE: SEE B/5/5 FOR MINIMUM AND MAXIMUM LEST SECTION LENGTHS.
PLuc
NOMOGRAPH FOR AIR TESTING
—HOLEM.xxDucl-.49 GRAVITY SEWER MAINS
m SEWER PIPE WYE
N
27}/B --�,J -
CAST A D D CONCRETE COLLAR AROUND
MANHOLE COVER (LL M3000 CONCRETE
�Il FINISH TO MATCH PAVEMENT
SURFACEI
SANITARY SEWER SERVICE LINE KC
NOTE:
r
1 NO SCALE Q 5 1. SLOPE ALL SHELVES i0 CHANNEL AT 1"PER FOOT. _ 1.•�
8. 2. SEE PLAN-PROFILE SHEETS FOR SLOPE OF CHANNEL. REMOVE
TOP OF
UT HOLECONEFF REINF.
24 I 5 3. CHANNEL DEPTH SHALL BE 8 INCHES. STEEL.LEVEL TOP wITN CONCRETE
21'HOLE MORTAR
INSTALL NEW PRECAST
TYPICAL CHANNEL%-SECTION MANHOLE COVER
ICRETE%TYPE IT OR
EQUAL)
MANHOLE RING & COVER /_A
NO SCALE 5 5 /
MANHOLE CHANNELS ! E�
NO SCALE S S
a i
io `•
_ a TOP OF NEW
PAVEMENT
REINFORCING - A
CONCRETE
COMPACTED A • COLLAR
BASE B SUBGRADE - 't�
. 2<" MAX.
O'
SEE DETAIL A/5/5 FOR CASTING B COVER
Adlr+1 m nnol.n u pprd Hifn pricl B m r r adlp+liny ring.under tram•. Adlu>1 mon I•
eTA"ll"D usnxa s rovtA SEE DETAIL 0o'n•0rd M rem.'naps gpn;on.1 tn•m 0.1•orHm and o 11dma I,wapm dldm•f•r. SIPR.mpnnm•
srto To uaanwl'AL G/5/5 ring•+r•Axlr.d Ip mmcn anaiwai�wl A H•n+.r.•area• m+o-••I. No non p•m•a• NH
MENT ae.OE pp Ym•nl+
� �.YE aaiN•fm.m pF n..mmnm.. fo fmm e.da•.r
for sirglr ;,II.r .e test Sections, the length limits for minimum test times o.vsnxc m'cs
obtained from "Nomograph for Air Testing Gravity Sewer Mains" contained in
the following table. 1 / ~" I•.T
Pipe Diameter, Test Section Length, Feet echo �ro TOosxR I'.(Core MANHOLE ADJUSTMENT DETAIL G
Inches a
Minimum Maximum ,Mp s�o:i" ' ' NO SCALE 5 5
4 642 1124 �)
6 429 751
8 322 564 II •� IxTEM+EOMTE
msERs
NTE: WHEN IN UNSTABLE OR SOFT ♦F flC" VAq�eLE .e
For test sections that are shorter than the minimum Lengths, new test times vRED
MqO TERIAL,TRENCH MALLS SHALL BE
must be Ca L CULated. This Can be done by multiplying the teSt time from the BCKSLOPED FROM THE BOTTOM OF .�: S'MA
nomograph by the actual I.ength of the test section (in feet) and then dividing T41 TRENCH(TYPE 1 E%CAVAT[ON).
the resultant product by the minimum test Section length from the preceding SEE OSHA SAFETY AND HEALTH _ --
REGULATIONS FOR CONSTRUCTION,
table. SIZE O.D. REIN, WT SECTION 1926.652.
For test sections that are longer than the maximum Lengths it is necessary to #4 m 8
either shorten the test section to an allowable length or use the water test. 4B" 64' EACH WAY 1675Tt +I
SEE DETAIL D/5/5 FOR BASE WATEr2 ANOSEwE�Z
SEE DETAIL E/5/5 FOR CHANNELS A S-Q U/L T
MIN. AND MAX TEST SECTION LENGTHS B PRECAST MANHOLE BASES OD ECCENTRIC MANHOLENO SCALE NO SCALE s DETAILS
THE HIGHLANDS
Geomax
OfdLtYi4L.OF04E�4AA,G1l.OEODESCX
PROFESSIONAL ENG*IIEEFtS A SURVEYORS
422 S[Amf SIXTH A1rEMR INCZEWONN,ASOMTANA ems
SDE IGNED� AW CF�F4KE,L1
G w.B m n
DATE:Nov 20,/98s '"El •s OF B
4
NOTE: THE SOIL LOGS CONTAINED IN THE CONTRACT DRAWINGS ARE FOR THE PURPOSE OF STUDY AND DESIGN
ONLY. THE,LOGS ARE. INCLUDED IN THE CONTRACT DRAWINGS SOLELY FOR THE BIDDER'S/CONTRACTOR'S
CONVENIENCE AND THE OWNER ASSUMES NO RESPONSIBILITY WHATSOEVER FOR THE SUFFECIENCY OR
COMPLETENESS OF INVESTIGATIONS MADE OR INTERPRETATION THEREOF. THE SOILS LOGS ARE NOT
PART OF THE CONTRACT AND THERE IS NO REPRESENTATION OR WARRANTY EXPRESSED OR IMPLIED,
THAT THE CONDITIONS INTERPRETED FROM INVESTIGATIONS ARE CORRECT, THAT DIFFERENT MATERIALS OR MATERIALS IN DIFFERENT PROPORTIONS OR MOISTURE CONTENT THAN INDICATED WILL NOT BE
ENCOUNTERED OR THAT UNANTICIPATED DEVELOPMENTS WILL NOT OCCUR. THE AVAILABILITY OF THIS
INFORMATION SHALL NOT RELIEVE THE BIDDER/CONTRACTOR OF ANY DUTY TO MAKE HIS OWN
EXAMINATION AND INVESTIGATION AS REQUIRED IN VARIOUS SECTIONS OR OF ANY OTHER
RESPONSIBILITY UNDER THE CONTRACT.
5+27 5+50 radius point 5+80
eomax sons roc TOJ[HIGHLAHDS °""° eomax soils roc MOJ[CHIGHLANDS �L2
lANh[ METHOD AM h[D[Y; COORDIM AT[S: !M[[T Mp [ ♦NMLL yETH00: lAM hfD aY: CO Drt dMAT[!: BAXTER ]MEET MD
Dai[7_12_g5 PIT M.LEAVERiOH D•7I(CHAMBERS DAB)-12-R5 S PIT M.LEAVERiON 5.62 OFFSET LT.10'
3�' ACC` - uouyo ucv. Tout 0[ITN: DEPTH ro aMoueoW.aM: Loaoro n: ceo]a REr: oRouMo nn. Taru o[rrM: of r rN ro onoueoWAr[R'. LOGGED aY: Ro]a RLE:
C
-6.9% _
0 0 O.'O. - `�' :0 ':0 0 0- O p-. O ,0, .- ELEVATION DEPTH DESCRIPTION AND CLASSIFICATION NOTES ELEVATION DEPTH DESCRIPTION AND CLASSIFICATION NOTES
2 �
BASE COURSE __6%6R concrete header 5.4
placed during phase I
1 _TOPSOIL-RICH BROWN PRISMATIC BLOCKAGE
remove header for phase II
paving 1 -TOPSOIL-RICH BROWN-ORGANIC MATERIALS
INTERVAL SLIGHTLY MOIST
4.5
POORLY 4R ADEO TINE SAND-SLIGHTLY MOIST-
CHAMBERS DR. CUL-DE-SAC DE-SAC PHASE I _ _A L L -SOME CALCIUM CARBONATE SOME SILT-LIGHT
N O SCALE 6 BROWN-SALT FILLED SOLUTION CHANNELS
2
_LIGHT BROWN SLIGHTLY MOIST PRISMATIC •SOIL TYPE SM
BLOCKAGE,ORGANIC ROOTS-POORLY GRADED 3
I NiERVAL FINE SANDS
3.3 ---
_POORLY GRADED FINE SAND. SOME SILT AND
POSSIBLY A VERY SMALL AMOUNT OF CLAY
3 _LIGHT BROWN TO CHALKY-POORLY GRADED TIN' 3
1 0 SAND-SOME ORGANIC ROO}S-CAL[AROUS
I HTERVA CEMENTING-BLOCKAGE FRACTURES •SOIL TYPE CL
•SOIL TYPE SM
2.3
0
_SAND AND GRAVEL-CALCAR OUS COATING ON
+ PHASE ICI PHASE I
GRAVEL-MAX GRAVEL CAR 2"YELL GRADED
ORGANIC ROOTS PRESENT:.-PRISMATIC BLOCKAGE
IN SAND-SOME SAND POCKETS
2.3 L
•VT•r VAI
•SOIL tYPF"SM
5.55 5�58
0
S�
3 ACC` PROJccT: NOLf Rd
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