HomeMy WebLinkAboutCandy Cove - Retaining_Wall_Drawings - Reviewed_092812 BW �aIiQP•17�A•N rJ'u'���4r�{;�W
=QPtions taka»( ] P-400cd( ]
We marhI»Its r'Rav' and
asbmit( ]
CAny aotlpn indaaft,}f
the
r�}us is tltz raeuit
of A eap for dans 61P lArQFAit60
AN -"* VE With YAa da t
7lart cDY C U" of"91 c9 trio P�1ect
and gerpret er%pffwm Mot th9
eontreq docrrra»t�
Rny
act an Uldf red fwo%c k. V.W,}3at to
11te rayulremmnte cS tlF2 CCaw=»rq Coot:isr»e
PRIOR LAKE MINNESOTA and dose nor rwtara f om
mbilhy for coffo —waa in tike
th0l) draw- 94 of Ya "- 3won to
PN wft the ootrot arr amm"anto,
.. WSa CIATES, iNC.
6Y
n+aP►.wo. ODAT�E - �2
GENERAL NOTES: GENERAL NOTES:
DESIGN PROVISIONS: SUGGESTED QUALITY ASSURANCE PROVISIONS:
1.. THE FOLLOWING EFFECTIVE STRENGTH PARAMETERS WERE ASSUMED IN 1. WALL CONSTRUCTION SHALL BE SUPERVISED BY A QUALIFIED ENGINEER
THE PREPARATION OF THE STRUCTURAL CALCULATIONS FOR THE RECON OR TECHNICIAN TO VERIFY FIELD AND SITE SOIL CONDITIONS. IF THIS
RETAINING WALL SYSTEM: WORK 1S NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A
1
�a 4. QUALIFIED GEOTECHNICAL ENGINEGR/TECI INICIAN SHALL BE CONSULTED
C y SOIL TYPEA� r IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
%Cm7a .}
PERFORMANCE.
ONSITE POORLY stir, y`(` � s if t� t t �. 2. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED
REINFORCED SOIL 32" 0 1 SP 120 PCP GRADED SAND '�� � �' t" �t '� ` lflar�}` � � r
c t "lr„t t 1 r s BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY
ONSITE POORLY r11;� COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED
RETAINED SOIL 32” OPSF 120 PCF GRADEDSAND ';tip s+ i°$'t }1* t � AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO
A
ONSITE POORLY >� ra `1 " l ,,y • PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT.
FOUNDATION SOIL 32" 0 I'SF 120 PCF
GRADED SAND y
4wK* 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED EOR
GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS
SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WAIL
GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCI'(ON.
BY THE SITE CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER-
2.
NGINEER2. THE WALLS ARE DESIGNED TO SUPPORT THE FOLLOWING MAXIMUM
4. WALL BACKFILL MATERIAL SHALL. BE TESTED AND APPROVED BY THE
SURCHARGE LOADINGS: - ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED
SHEET INDEX DESIGN PLANS OR SPECIFICATIONS.
LIVE LOAD: 50 PSP
DEAD LOAD: NONE 5. ALL SOIL BACKFILL SHALT_ BE TESTED BY THE GEOTECHNICAL ENGINEER
BACKSLOPE: 3111V SKEET DESCRIPTION FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2'
SEISMIC: NOTAPPLICABI_E VERTICALLY, 100'-200'C/C) MEETING THE MINIMUM REQUIREMENTS OF THE
HYDROSTATIC_: NOT APPLICABLE I TITLE SHEET APPROVED DESIGN PIANS OR SPECIFICATIONS.
2. SITE PLAN 6. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN QUALITY CONTROL
3. THE FOUNDATION SOILS AT THE WALL LOCATIONS SHALL BE CAPABLE OF 3. WALL 1,2 AND 3 ELEVATIONS FOR THE CONSTRUCTION OF THE WALL TO ASSURE COMPLIANCE WITH
SAFELY SUPPORTING THE MAXIMUM APPLIED BEARING PRESSURE AS SHOWN4, WALL 4 ELEVATION CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY
ON THE WALL, PROP[LLS, WITHOUT FAILURE OR EXCESSIVE SETTLEMENT. 5. WALL4 ELEVATION CONTROL.
LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE
GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR 6. WAIS:5 ELEVATION 7, ALL WALL ELEVATIONS, GRADES,AND BACK SLOPE CONDITIONS SHALL BE
TO WALL CONSTRUCTION. 7. WALL G ELEVATION
VERIFIED BY THE ENGINEER IN THE FIELD FOR CONFORMANCE WITH
8. WALL 7 ELEVATION APPROVED DESIGN PLANS.ANY REVISIONS TO THE STRUCTURE GEOMETRY
9. TYPICAL REINFORCED WALLSECTION OR DESIGN CRITERIA SHALL_ REQUIRE DESIGN MODIFICATIONS PRIOR TO
10. TYPICAL GRAVITY WALL SECTION PROCEEDING WITH CONSTRUCTION.
11. TYPICAL STAIRCASE SECTION
12, TYPICAL UNIT DETAILS
13. SPECIFICATIONS
COPYRIGHT(t)2012 BY CIVIL DESIGN PROFESSIONALS
¢;1}I DeE(gmd or, Ctoierc Rg6tratl-Nix
.. _ No. Uarr ttat ou. 254.3 l w dl, �•up thnt a p s I(irntton,or repotr avf prcparetl-lq•me or unticr
t}YBTD
CAILDESIGN 1 �. P'' nF
`1 _.. Laws of dteStace ttf 5ne ti
CANDY COVr
PRIOR LAKE,MINNESOTA Poalcrc Nn
j- 3 N/A11.-099
ew9lrnunu nvrwulscwni,suinsan ndt, - '
0L00MiN6r)N,MN 55410 4 Dst� - -. 5LcetNn: - (yq`k�
rfloNW9s tvaa-5312 t i'hX,c7631JULY 19
[n5 : ,2012 39bt9a9 - -5 - TITLE SHEET Hare:
w1r�:wvncr:r;Dra�s.coht 6 � Miclsaet&.Jolu,bon,rM
NOTES.:
1, THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS ---
REPRODUCED FROM STONEBROOKE, INC. GRADING PLAN (PROJECT
#to-122)DATED 09/30/2011. 0 20 40 60
� l
2. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING
UTILITIES TO ENSURE THERE ARE NO CONFLICTS,THE ENGINEER SHALL GRAPHIC SCALE IN FEET•
BE CONTACTED IP CONFLICTS ARISE AND AN ALTERNATIVE DESIGN MAY "pqoFtis
FSSiON>
BE REQUIRED.
- - :Y
i
r
1 t
s 1
END WALL END WALL
t
5 4 F
END WALL F
BEGIN I3 N WALL .. `._
t -
- END WALL
END WALL_ h
f BEGIN WALL
Al
% END WALL
BEGIN WALL _)
tf' BEGIN WALL �• 1 ;,, �,
ENDWALLBEGIN WALL
,t
NF
:i
1
Y j
i
i
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
ff _
'� Vs W'bi lly: )'ndi[r- -- ReN vauarNa.
t. .t I herclv tc N(p tont his plena sl'CII Y n,or report was prepared I r the orm,tkr
No, Dacc. A viaton
1 � ��jT - -" BTD 25493 uty dirtct aupcit4tto ntld that I.t n d ly Licenasil Pro(esslonnlGt>fjineer under the
Jl L�.R.J 1 - 1. CANDY COVE lam of the stnreor ;nn x
I 2Ir PRIOR LAKE,MINNESOTA PrejcaN«
I, { t t :" L : I �` :i 4_ S3 1" 20' 1I Q99
RW91.YNDAUAVPNU1 soun1'.IRir_W 4 'rde: - - - -
11100MINGif.W MN 55420 Date ��++(T''('`�-t j3� .��j 51w,Na
PIiONF-.051)3035312 1 Nu\(PG3)39Lt98'3 5 SITE E+L �+'t Date:
JULY 19,2012 M)chacl R.john-n,P.
9.'WW,i,DI`{15.�'.()M ( -.
RECON BLOCK KEY:
RCT e RIGHT CORNER TOP BLOCK 10
OENERAL NOTES. LCT - LEFT CORNER TOP BLOCK 12
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND GO" DEEP UNITS
CB 24"PEEP MIDDLE CORNER BLOCK 44
USING TH E 3.6°BATTER. T - 24"DEEPTOP BLOCK 134
'
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO HT - 24"DEEP HALF TOPBLOCK I
GEOGRID REINFORCEMENT. 24M 24"DEEP MIDDLE BLOCK 292
3, WALLS4 AND 5 REQUIRE MIItAFt SXT SOIL REINFORCMENT AT THE ELEVATIONS 2H - 24"DEEP HALF MIDDLE BLOCK 10
SHOW. 24B - 24"DEEP BOTTOM BLOCK 132
2HB 24"DEEP HALI±BOTTOM BLOCK 6
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS.
39M e 39"DEEP MIDDLE BLOCK 2
5. SEI:MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39B 39"DEEP BOTTOM BLOCK 3
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 3H8 - 39"DEEP I(ALF BOTTOM BLOCK 1
SHALLACCOMPANYTHE CONSTRUCTION PLANS.
60B [ 60"DEEP BOTTOM BLOCK t
GIiA n 60"DEEP HALF"BOTTOM BLOCK 1
'0
z O 10 A o a cu o 1 o n; a
w p SI UET R� s1�Ecr
2 00 10 Fa 2 O
w
EL=908.00
EL 913.33 EL-918.67 EL-918.67
Q 908" LCT LCI` T7. 908.00 O c
906.00 21 CB z4M z t 21 e 906.00 ~ Z 914.00 914:00 Z 920:00 920:00
3914 CB 39M 39B
904,00 6HB CB GOB 904.00 > 0 LCT LCT T T � � 1 Z
a W r- 912.00 2 CB 24M 2 �H 912:00 F. O 918.00 LCT LC` T T T T 91:8.00 D
902.00 902.00 *a ? 4M _ 2 t CB 34M 24M 24M 24M zl[ H
W 910.00 24M CB 24 24M 24B 910.00 ' 916.00 916.00
7FINISHRI)ORP"'DELATI
m 39B W 24M CB 24M 24M "4: 24M V 24B
EL-902.67 908.00 908.00 w 914;00 mn CB 24B- 24B 24Il 46 914.00FINISHED GRADE AT w912' FINISHED GRADE AT 91:2.00BOTTOM OF WALL OM OF WALL BOTTOM OF WALL
EL=913.33 EL=914.67
EL-904,00 I' EL=909.33
BEARING CAPACITY 1,300 PSF BEARING CAPACITY 1,250 PSF BEARING CAPACITY 1,050 PSF
REINFORCEMENT GRAVITY REINFORCEMENT GRAVITY REINFORCEMENT GRAVITY
DEPTH(FEET) DEPTH(FEET) DEPTH(FEET)
(SERIES 50 UNITS-3.60 BATTER) (SERIES 50 UNITS-3.6°BATTER) (SERIES 501 JNITS-3.6°BATTER)
131ST ALONGDISI'ALONG DIST ALONG
WALL(FEET) 18.00 WALL(FEET) 22.00 WALL(FEET) 30.00
0 10 0 10 20 0 10 20 30
RECON WALL 1 - FRONT FACE ELEVATION RECON WALL 2 - FRONT FACE ELEVATION RECON WALL 3 - FRONT FACE ELEVATION
COPYRIGHT(e)2012 BY CIVIL DESION PROFESSIONALS
I-
t 1 D.ky.l lh; 1'roinc lletctursNm Na
_ I �j(`�'�T 1 I htrelry ctrtify t6 tills plan (ivtlon,or r<part was prcpertd bymeor under
f I L DESI L�1' N, u,t< a wr BTD 25493
CANDY COVE tnY dlr<n supervisi a,null dl, I m�:ilu(g Ltans<d-Proletrlonal EnginCtr 4ntltr.the
• i-r 1 am n(the State
,,i r 2 �,1c: PRIOR LAKE,MINNESOTA rr�tmNM
Lor nn
- ti, ., 3 1".,t0' _ 1199 ` .•�
8C-09LYNUALt Al2NUrSOUllt,5U17L2M - $ltle: - - - �II IAL`
p110N1i°9«' 53111 A 703019x9 s D't<; WDLL l,.2 AND 3 ELEVATIONS ArrtNe:
V7GMNE:W\NlW.CDJ'-VS.COM JULY-t9,2012
6 3 Michael It.3oltnaau,P:8-
RECON BLOCK KEY;
GENERAL NOTES; RCT - RIGHTCORNJ RTOP BLOCK 10
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND 60" DEEP UNITS LCT - LEFTCORNERTOPBLOCK 12
USING THE 3.6°BATTER. CB - 24"DEEP MIDDLE CORNER BLOCK 44
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO T - 24"0EEP TOP BLOCK 1.34
GEOGRID REINFORCEMENT. HT . 24"DEEP HALF TOP'BLOCK 1
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS 24M - 24"DEEP MIDDLE BLOCK 292
SHOW.
ZH - 7,4-DEEP IfiALF MIDDLE BLOCK 10
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. 24B - 24"DEEP BOTTOM BLOCK 132
2HB - 24"DEEP HALF BOTTOM BLOCK G
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 2HB - 39"DEEP 14ALF B BLOCK 2
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION
SHALL ACCOMPANY TH I-CONSTRUCTION PLANS. 39B - 39"DEEP BOTTOM BLOCK 3
31-113 - 39"DEEP HALF BOTTOM BLOCK 1
60B - 60"DEEP BOTTOM BLOCK I
614B 60"DEEP HALF BOTTOM BLOCK I
O ,-J o p; o h O P4 Lh o cJ', p; CD O (n CD W
0
o °M° `� Z uI00
o0o SKEET o Q
(7 OU O O OQ O r x
a (n
rL=918.67
920.00 TIE INTO WALL 6 920;00
918.00 l
EL=913.33 LCT T EL=913.33 918.00
916.00 TIE INTO WALL 7 -- , 24M
916.00
CB 24M
914:00 % -24M 1 914.00 Z
L - T T r 7 T RCT T 24M_ 24M, CB T T T 7 1i1.=908.00 912.00
912.00 2Ni} 2411 2M� rIRAFI5X'T@912.00- �j CB �r- C(3 CB I
MIR�T�@-4.1(l fi7�- .- -- .»...-..,-...».. TIE INTO WALL 5
910.00 24B 24b Lyn L w /�i _ CB 910.00
_® - •MIRAFT5XT@909.33 w
"I
908.00 24B 2 t4 C8 CB CB
W CB / 24B 24B IRAFI 5XT @ 908.00 �I1 1 .RCT T T T T T T _ r T I fi 908.00 W
906:00 EL-910.67 . - J �a''
CB' 24B 2 t4 CB �` '- -MIRAFI 5XT @906.67--L-.'
�906:67- 906:00
904.00 24B z w -G C `------ -`r'`"- - ------MIRAFI 5XT @ 905.33^-
90200 EL=906.67 24B 24B CB 24B 24B I 24B ?4B 24B I 24B 24B 2 D MIRAFI 5XT C�904A0 904;00
LRI Lyn I Lyn t 248.
90...00
EL-904.00 FINISHED GRADE AT
BOTTOM OF WALL EL-902.67
BEARING CAPACITY 1,400 PSF 1,800 PSF 1,550 PSF
REINFORCEMENT 8.0 13.0
DEPTH(FE I3T)
DIST ALONG (SERIES 50 UNITS-3.6e BATTER)
WALL(FEET)
0 10 20 30 40 50 60 70 80 90 100 110 120
COPYRIGLIT(e)2013'BY`CIVIL DESIGN PROFESSIONALS RECON WALL 4 - FRONT FACE ELEVATION- --
- - DcaIg-d Dr
CIVILDESIGN Nu Da t;nt la ri BTp 25493L Asrcl f ccni(y tGot this plan, cf c on,or ripen ivy+prrµlrtl l y me nr under
I CANDY COVE my dimes supeniel and hat u n ly Gkvmd Pa,(eaeiunnl Eugirecr under the
PRIOR TAKE MINNESOTA - 1"w:n(dteSt"teo( inu ta.
I - 2 Se tr e nlm h1A99
f= '•� i
3 1"'10' �llt� eL-
8G09I1'NCALLAVENUE SOU]tl,SUITE?At) 4 -
705z)34-53121 MN 5531- Darr. WALL4 ELEVATION ShcnNo: -
Dar:
rr�aNcUISFE'.W%V lFAcveal_siu9a9 JULY 19,2012 mki-lR.lohnton,t�.E.
tvensrn;:w�vw.CurLs.cOtn 6
GENERAL NOTES:
RECON BLOCK KEY-
RCT - RIGHT CORNER TOP BLOCK 10
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND 60" DEEP UNITS LCT- LEPT CORNER TOP BLOCK 12
USING THE 3.6"BATTER. CB - 24"DEEP MIDDLE CORNERBLOCK 44
2, WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO T - 24"DEEPTOPBLOCK 134
GEOGRID REINFORCEMENT. HT - 24"DEEP HALF TOP BLOCK 1
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS 24M - 24"DEEP MIDDLE BLOCK 292
SHOW. 2H - 24"DEEP HALF MIDDLE BLOCK 10
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. 24B - 24"DEEP BOTTOM BLOCK 132
214B - 24"DEEP HALT BOTTOM BLOCK G
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39M - 39"DEEP MIDDLE BLOCK Z
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION
SHALL ACCOMPANY THE CONSTRUCTION PIANS. 39B 39"DEEP BOTTOM BLOCK 3
3HB = 39"DEEP HALF BOTTOM BLOCK 1
60B - 60"DEEP BOTTOM BLOCK 1
6H B - 60"DEEP HALF,BOTTOM BLOCK I I
o o o
Cl CD co o w co a
o Ci r=1 c Q Q CD
a i W Q
Qa d
- Cil c-t O rt
U
Q 7 Q (� 2 U,fW w
EL-908.00 EL=908.00
Z910.00
� 910.00 z
908.00 908.00 0
T a r 1�_( �! ��
906.00 �- T { T T -" T ®" T MIRAFI 5XT O 906.67 T T T T T T I l ®T t T T RCT - RCT
'——"—— --�-- --�—— — MIRAFI 5XT @ 905.33-- -^� � - .e � CB H 906;00
a 904.00 T24B ]IB .,...._.._.......,..�.�._..`w,.�.....,.._ _.....��...�-....MIRAF[5XT @ 904.00cB /'"''�i9�1 904:00 2 B 24B 24B 24B 24B 242s twu t Lwn , L4B 246 ?4B ?4B 24B i 24T3 24B 24B 24B 24B 24B 2 B 24B ✓ CB ?lit3
w 9a2.00 902,00 w
FINISHED GRADE AT
,L-90 2.67 BOTTOM OF WALL EL=902.67
BEARING CAPACITY 1,5.50 PSF
REINFORCEMENT 13.0
DEPTH(FEET)
DIST ALONG (SERIES 50 UNITS-3.6°BATTER)
WALL(FEET) 220:00
120 130 140 150 160 170 180 190 200 21.0 220
RECON WALL 4 - FRONT FACE ELEVATION
COPYRTOHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
t t Dcsiar,n113y: Pnijcck (irgisvada,-.Na
-F � 'p' �"1 �/"'v N. Rate Rciteipn - t}Y CANDY
CO lhrrefry certi(p tune thi;pL . ilTCattStn.,ar report was prepared Lq mcoruuder
CIVIL
�F.yJ (w.•y - DTD 2549 a d l tcu�sed 1 rofeaxtonnl g ea undo tlt
tnY.dired supervt.mt and t G t - u L �[xn in- - t
2 '-
PRIOR LAKE, Pra)rcrNo: aws(MINNESOTA lt6state Ml nu t.
,4 Scal":
3 1"y 10' LL-09.9
8C+79L7'NDAlbAV1:NUL St)l,Tlr,$i}1 rE?.otl -
-OI00UINICTFO AN 55420 4 _ Tide: _ „may{ v C t'--
mlQ8r"A952)303-55t21 rAx:I461,-39M989 5- '�^tr: WALL 4 ELEVATION st,nt-Na: t` _4
wsnsrn aw.cnrt .cvu 6 JULY 19,2012
tcfiael R Jol,t4wly P. .
o o a o a in o o V) oc� W
sxrrT. M Q00 00 Q
w w O �z
TIE INTO WALL 4
EL-913.33 EL=913.33
914.00 914.00 7-
912.00 T 1 T T T T QBB
T f r T r - L T T T T T T 1 T 1' T' T'
".._. _..��' MIRAFI 5XT �t 912.00 T T T T -� -, 912.00 0-
jI-" - .-�. -- _- -MIRAFI5XT@910.67- - -�� -- ------ e --.�. . . --- _.-- 910.00
910.00 -% Ca r---
tra 908.00 a F '-�a 2 FII '-4B 2}a 7rFII 24a i 24II z4a IFiy 4a 24a 2 F3 24D 34II 24a 240 213 24H Zc4G z4B 24B z4a z4a 24B ?Fa 2 908.00
W
906.00 P FINISHED GRADE EL=908.00 AT 906.00 W
EL=908.00 BOTTOM OF WALL
BEARING CAPACITY � 1,400 P
REINFORCEMENT 8.0
DEPTH(FEET)
(SERIFS 50 UNITS-3.6°BATTER)
DIST ALONG
WALL(FEET)
0 10 20 30 40 50 60 70 84 90 100 110 120
RECON WALL 5 - FRONT FACE ELEVATION
- - o Win (D in o ax m o
o z o qGENERAL NOTES; Q
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", .39", AND 60" DEET' UNITS H q 4 8 G W
USING THE 3.6 BATTER.
7w-
2.
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO
GEOGRID RL'INFORCEMENT.
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL_REINFORCMENT AT THE ELEVATIONS914:00 El.=913.33 EL-913.33
914.00
SHOW.
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. 912.00 MIRAFI 5XT @ 912 00 T Cti :1113T
LCT t R 2H 912.00
5, SEE MANUFACTURER INFORMATION I.OR ADDITIONAL CONSTRUCTION DETAILS d 910.00 MTRAFI5XT@910.67 - j 24u 910.00
FORTHE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION B `,mlr� 'Lgls 24B CB HIB
SHALL_ACCOMPANY THE CONSTRUCTION PLANS. a 908.00 908.00 a
W 906:00 906:00 '
RECON BLOCK KEY. FINISHED GRADE AT �"p-
.tv EL=908.00 I30T`I'OM OF WALL
RCT- RIGHT CORNER TOL'BLOCK 10 24B - 24"DEEP BOTTOM BLOCK 132 BEARING CAPACITY 5z
LCT - LEFT CORNER TOP BLOCK 12 214B - 24"DEEP HALF BOTTOM BLOCK 6 l
- REINFORCEMENT $.0
CB - 24"DEEP MIDDLE CORNER BLOCK 44 39M - 39"DEEP MIDDLE BLOCK 2 DEPTH(FEET)
T- 24"DEEPTOP BLOCK L34 39B - 39"DEEP BOTTOM BLOCK 3 (SERIES 50 UNITS,3.6°BATTER)
DIST ALONG
HT - 24"DEEP HALF TOP BLOCK 1 3HB - 39"D EP HALF BOTTOM BLOCK I WALL(F)ET) 150:00
24M - 24"DEEP MIDDLE BLOCK 292 60B60"DEEP BOTTOM BLOCK 1 120 130 140 150
2H � 24"DEEP I-1nLF M1vu>.E BLOCK 10 6t-ta = 60"DEEP HALT BOTTOM BLOCK i RECON WALL 5 , FRONT FACE ELEVATION
COPYRIGRT O 2012 BY CIVIL DESIGN PROFESSIONALS
CIVILDESIGN,
D.Wwd B),. Noi.L &egitn"riat Na.No. Dsu Rzoisicm l yhereby direc su er ision splen,sp a an oensed P was conal ecl;bymt or unJrr
I -- BTD 25493 nee l Pmleeslnnal pt r under th
Laws of the stw or mCno,
1 ' CANDY COVE A n a u1y--_ice Gn.nte r
21e PRIOR LAKE,MINNESOTA pm tttNa_
_ 1'°_1.0'
ar,,r�cvnDu>:nvlat csouni sultr:zm � ,gyp(,
11-099
131,00 INt.lON AIN 55420 '11rie; - - VALL`Z-
lh,c: .I Sheet No: i
I•tIl'iNG(952>30}•33121:1-rVl':(7G3139379H9 -s - WALL �L.EVATION .Dart:
wr ilr wVIN,CDe.U3.CUAt 6 JULY 19,2012
Ai1c1u�e1 R Joliniat,P.P.
C) (n CC (n o_ rn o U) o W
o 0 z CA a �i (D (D z
y p� Sti[GT "Iq co q C p 1
y
O 2 z Z Z
w 10 u ua
3 3 Eo as
TIE INTO WALL 4
71 920,00 EI_=918.67 EL=918.67
920:00 z
z 918.00 — T T T T T LCT T T T T T T T T T T T T T T T T T T T T 918.00
J 24M 24M CB 24M 24M CI3 24M 24M 24M 24M 2414 24M 24M 24M 24 at 24M 24M 24M 24M 24M 24M 24M 24M 24M 241 24M Z ,' 24�t 24M 24M 916.00
916,00 24M CB 24M 24\4 24M CB 24M 9 24M 24M 24M 24M 2 M 1 24M 1 24\4 1 24M I 24M I 24M I 241 2 24M 24M 24M 24M 24M 24M 24M 24M 24M 2
914.00 4R- 2413 1 CB 1 248 1 248 CE 24B 24B 2413 24B 248 1 24B 248 24B I 24B I 24B I 24B It 24B 1 2413 24B 24B 1 2413 24B 24B 24B 24B 2 B 2413 24B 24B ! - 9144.00
912.00 - 912.oa w
THE F/G GOES TO ZERO AT WALL 4 CORNER. FINISHED GRADE AT )
GRADE TO ENSURE MAXIMUM EMBEDMENT. EL—913.33 BOTTOM WALL EL-
BEARING
L-BEARING CAPACITY ,200 PSF liC✓� � �--`r�
REINFORCEMENT GRAVITY
DEPTH(FEET)
DIST ALONG (SERIES 50 UNITS,3.6°BATTER)
WALL(FEET)
0 10 20 30 40 50 60 70 80 90 100 110 120
RECON WALL 6 - FRONT FACE ELEVATION o W o W Q
CD o
z z6
GENERAL NOTES: Xr
H "R W
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 3T, AND 60" DEEP UNITS w w
USING THE 3.6°BATTER.
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO 918.67 EL=)18.67 EL=
GEC)GRID REINFORCEMENT.
3. WAILS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS920.00 920.00 z
SHOW. O 918.00 T T I T r T RCT RCT 918.00 O
E 24M 1 24M 24M 24M 24M 24M 24M MIA CB H
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. � 916,00916.00
24M I 24M I 24M 1, 24M 1 2 M 241 CB 24M
914,00 24B 2413 248 24B 24B 24B 24B CB mi 914.00 a
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS W 912..00
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 912.00
SHALL ACCOMPANY THE CONSTRUCTION PLANS.
FINISHED GRADE AT EL-913.33
BOTTOM OF WALL
RECON BLOCK KEY. L _ � t +
RCT - RIGHT CORNER TOP BLOCK 10 24B 24"DEEPBOTTOM BLOCK 132 BEARING CAPACITY ,200 PSI`
LCT LEFT CORNER TOP BLOCK I2 211B - 24"DEEP HALF BOTTOM BLOCK 6 REINFORCEMENT GRAVITY
CB - 24"DEEP MIDDLE CORNER BLOCK 44 39M = 39"DEEP MIDDLEBLOCK 2 DEPTH(FEET) (SERIES 50 UNITS-3.6°BATTER)
T - 24"DEEP TOP BLOCK 134 39B — 39"DEEP BOTTOM BLOCK 3 DISTALONG
IL
I-IT = 24"DEEP HALF TOP BLOCK I 3HB — 39"DEEP HALF BOTTOM BLOCK I WALL(FEET) 156.00
24M - 24"DEEP MIDDLE BLOCK 292 60B - 60"DEEP BOTTOM BLOCK 1 120 130 140 150
2H - 24"DEEP 14ALF MIDDLE BLOCK IQ 611B s 60"DEEP HALF BOTTOM BLOCK I RECON WALL'6 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
i -. 1)eilgnnl-[YJ: 14)at -- Rc•4btra,ion Nu
Na, bac kai,ie" 1� BTD i hercbY cettify tl�C d,ls plan,�pc IestiC",,cr r<po,t unx pripuTed Lame oT unj[r
I•V IL DE I N 1 -. - CANDY COVE 25493 I.vdlr t%vNMsi'on nd tt.l n du}p UcetuM Prol"mlonal Engll'l e'ti.d.,the
i - - Iawxot,heStatcofM" ncY
2 fir. PRIOR LAKE,MINNESOTA P,a)S,,N":
4 t i 0 a` t1 1_ �, 3 I.,-t0' LtA99 .
860917ND41LAVENUE soum SurFr no
I,LOOtiUNGrUN MN 55420 Dar.
r1ONL(032)36353121 rAX(763)392,19,39 5 WALL 6 ELEVATION
Dat,:
arEnsnc•wnv,cnaus.coM 6 JULY 39,2012
M)clsnd K.johnaon,P:B.
mamolmmumm
GENERAL NOTE:
RECON BLOCK KEY:
RCT - RIGHT CORNER TOP BLOCK 16
L. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND 60" DEEP UNITS LCT - LEFT CORNER TOP BLOCK 12
USING THE 3.6°BATTER. CB - 24"DEEP MIDDLE CORNER BLOCK 44
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO T 24"DEEP TOP BLOCK 134
GEOGRID REINFORCEMENT. HT 24"DEEP HALFTOPBIOCK I
.3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS 24M - 24"DEEP MIDDLE BLOCK 292
SHOW.
21-1 a 24"DEEP HALF MIDDLE BLOCK 10
4 ALL UNITS NOT SHOW ON WALL_PROFILES ARE 24"DEEP MIDDLE UMTS. 24B = 24"DEEP BOTTOM BLOCK 132
2HB A 24"DEEP HALF BOTTOM BLOCK 6
5. SEEMANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39M A 39"DEEP M[DDLEBLOCK 2
FOR THE RECON RETAINING WALL.SYSTEM.THE MANUFACTURER INFORMATION
SHALL ACCOMPANY THE CONSTRUCTION PLANS. 39B o 39"DEEP BOTTOM BLOCK 3
3HB - 39"DEEP HALF BOTTOM BLOCK I
60B - 60"DEEP BOTTOM BLOCK I
6HB - 60"DEEP HALF BOTTOM BLOCK t
.a
G
w
TIE INTO WALL 4
EL=91$.67 EL=918.67
� 920.00 920.00
0 918,00 LCT T i T I
- T T-- T T _ T T T T. 918.00
(~ 2H]3 24M 24 -40 241x1 24M 24M 24M Z4M 24M 24M Z4M ?fiM CDE
Q 916:00 916.00
24M 24M 24M y4iv4 24M 24M. 24M 24M 24M 24M 24M 24M .ir
914.00 2413 2413 24B 24B I 24B I 244 I 24R 11 24B I 2413 1 2413 1 2413 1 CO- f 914.00 V)
912.00 912.00 W
FINISHED GRADE AT
EI_=916.00 BOTTOM OF WAIL EL-913.33
THE F/G GOES TO ZERO AT WALL 4 CORNER.
GRADE TO ENSURE MAXIMUM EMBEDMENT.
BEARING CAPACITY ,200 P
REINFORCEMENT GRAVITY
DEPTH WEE-0
(SERIES 50 UNITS,3.60 BATTER)
DIST ALONG
WALL(FEET) 54.00
0 10 20 30 40 50
RECON WALL 7 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
Glnigncd 3}y: Ptoinn _
15 '
N. IJatl l�•t41hnE t I1CtC6ti�1•that t11t4.v10 i,3 I ion,or fCl'nrt was 1>lClntt��1}'int nY-Un(1Ct I 1 1$ CANDY COVE »'GYltl BTD 25493 ny direct aupervlaion td: t 1 , i lly Licensed Proieeyional'Englneat u,uler the
laws of the Sint'!OW nm
,4 I Z xl� PRIOR LAKE,MINNESOTA r„1 ,Nd
1 t 1 1 c`
L i S I 3 1”a 10, 11-099
8(A91}•NDALLAVI NI L30U'17(,SL='11E200 - - _ "I7de:. -" -
ItLOOMINGTON-1,fN55d?n 4 Date: 'j`T p7 Slle«Na.
MON&(952)113-53121 rA7(,(763)392,1989 5 WALL 7 ELEVATION
1O1 V
W&SM '..Www'CIVAis.coMJULY 19,2012 8
GENERAL NOTES: GENERAL NOTES: GENERAL NOTES:
1. THE SECTION SHOWN 1S A REPRESENTATIVE WALL SECTION. THE WALL 8. LOW PERMEABLE SOIL LOCATED BEHIND THE WALL SHALL FOLLOW THE 13. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DEPTHS OF
HEIGHTS, ELEVATIONS, TOE SLOPES, AND BACK SLOPES VARY ACCORDING FINISHED GRADE ELEVATION IN FRONT OF THE RECON WALL. LOW EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. IF
TO THE ELEVATION PIAN AND SITE PLAN RESPECTIVELY, PERMEABLE SOIL SHALL HAVE A MINIMUM 1% SLOPE FOR POSITIVE CONFLICTS EXIST THE ENGINEER SHALL BE CONTAC"I'ED IMMEDIATELY.
DRAINAGE TO THE DRAINPIPE.
2, UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO 14, DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3'OF
DEPTH "D" AS REQUIRED BY THE ONSITE GEOTECHNICAL ENGINEER AND 9. 4" PERFORATED PVC DRAINPIPE WRAPPED WITH A GEOTEXTILE FABRIC THE BACK OF THE RECON RETAINING WALL.
RFPLACE WITH SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE THE SHALL BE INSTALLED AT FINISHED GRADE ON TOP OF LOW PERMEABLE SOIL
REQUIRED BEARING CAPACITY, THE STRUCTURAL FILL SHALL BE OR BEHIND THE BOTTOM OF THE RECON BLOCKS AS SHOWN WITH 15. DO NOT ENCROACH UPON A 1Hi1V OFF THE PROPOSED BUILDING FOOTING
COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY. POSITIVE DRAINAGE. OUTLET THROUGH FACE AT 40' O.C„ INTO ONSITE DURING EXCAVATION,
DRAINAGE OR LOW ENDS OF WALL.
3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS 16, SEE MANUFACTURER'S INFORMATION FOR ADDITIONAL DETAILS ON THE
REQUIRED. ACTUAL LIMITS AND SIDE SLOPES SHALL BE DETERMIN13D BY 10. TO PREVENT PONDING OF WATER,POSITIVE DRAINAGE SHALL_BE PROVIDED RECON RETAINING WALL SYSTEM. THE MANUFACTURER INFORMATION
OSHA REGULATIONS AND MATCH FIELD CONDITIONS AS DETERMINED BY AT THE TOP AND BOTTOM OF WALL. INSPECT EXCAVATION SLOPES FOR SHALL ACCOMPANY TI-IE CONSTRUCTION PIANS.
THE CONTRACTOR. ACTIVE SEEPAGE AND PLACE ADDITIONAL DRAINS WHERE SEEPAGE
OCCURS. 17, CIVIL DESIGN PROFESSIONALS SHALL NOT BE LIABLE FOR CONTRACTOR
4. ALL WORK AND MATERIALS SI-[ALL COMPLY WITH ALL STATE,COUNTY AND NEGLIGENCE.
CITY REGULATIONS AND CODES AS WELD-AS OSHA STANDARDS. 11. WALLS 1 AND 4 REQUIRE A 12" LEVELING PAD WRAPPED WITH 8 OZ FILTER
FABRIC.ALL OTHERS SHALL HAVE A 6"LEVELING PAD.
5. THE WALLS SHALL BE CONSTRUCTED WI-0-1 RECON 24", 39" AND 60" DEEP 4 UA
UNITS USING THE 3.6"BATTER. 12, CONTRACTOR SHALL PROACTIVELY COORDINATE RETAINING WALL
CONSTRUCTION WITH ALL UTILITY INSTALLATIONS TO MINIMIZE PROJECT _
6. THE WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING DELAYS AND CONSTRUCTION COSTS. 3 MIN
NO GFOGRID REINFORCEMENT.
8°LOW PERMEABLE SOIL !i
9. THE DESIGN FOR WALLS 4 AND 5 REQUIRES MIRAPI 5XT SOIL
r'
REINFORCEMENT AT THE ELEVATIONS SHOWN. ( i
G.00'MIN —6.M'MIN
I
f
'4"TOP BLOCK —
_ E
24"MIDDLE BLOCK 24M WALL6 e I
m -
APPROXIMATE LI�TITS
4 MIN 24M `.OF EXCAVATION
t-- APPROXIMATE DLPTI3 OF PROPOSED
1 1 a. -' �4B 2jBOTTOM BLOC K FOUNDATION IS UNKNOWN
EL-913.33 -' 4 PVCDRAINPIPE
(SLE NOTE 9) f
WALLS X 36'MIN LEVELING PAD TYP.
12 MIN DRAINAGE ZONE
24M
REINFORCED j
REINFORCED BACKFILL i
(t°CRUSH ED STONE) Z r i . res
r �
s('oy- t -• _ = I
4MIN ' _ 7:•
24B 4 PVC'b12AN PIPE
EL-908.00 4 1 _(SEE NOTE 9) / ��
WALL 4 r 6 X 36 MtIJ L13VELlN,C PAD TYP
T SEE NOTE 3
IR pi �VT
1,411
1300 J
FINISHED GRADE 3.G°( — J -
24M r , 4"PVC DRAIN PIPE j
(SEE NOTE 9) l
_ EL 902.G7 „ LOW PERMEABLE IL f
,D,
\ - - -- 1
12'X 3G°MIN UNREINFORCED CONCRETE
OR CRUSHED STONE LEVELING PAD 807.FILTER FABRIC L SUBCUT(SF-_ENOTE 2)
TYPICAL REINFORCED WALL SECTION
(SECTION LOCATIONS SHOWN ON WALL PROFILES)
COPYRIGHT(r)2012 BY CIVIL DESIGN PROFESSIONALS
11. pain ,tecfsirnr _. __ _ 13csrgnrdBT1.3 Pf ItcyLtranon Na 111—try certify that rl'r pin",'pt I t f,,or mpo t wm prgnre<I lty_we or mat,
CIVIL DESIGN i i CANDY COVE 25493 my illrcct supe vision•id at i r d y Liceneal Profeestannl Erb neer ruder the
1� lf_i I YY� PRIOR LAKE,MINNESOTA law of the stareofmt nes a.
i l `` '•.I ;: 2 Sr.ir. ProlrrtNo:
r r 3 V-5' 11,099
ssco9l.vNnv rl�r.Npr cotapGSLEpc:oo ltaa p�t
11L0 IUNG1ON MN 55424 4
PIION17-(252)303-s3121)AX-(76,)39-1989 5 Wt,. TYPICAL REINFORCED WALL SECTION s,fz<rNa:
LY 19, {1 2012 Qarc:
1w IJ)SI[Cr 1C'1t"%t,CDPUS.COM _.;6.. - �LI7 Michael R.Johnson,P.E.
GENERAL NOTES: GENERAL NOTES: _ GENERAL NOTES:
I. THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION. THE WALL 7. THE DESIGN FOR WALLS 4 AND 5 REQUIRES MIRAR 5XT SOIL 12, CONTRACTOR SHALL PROACTIVELY COORDINATE RETAINING WALL
HEIGHTS, ELEVATIONS, TOE SLOPES, AND BACK SLOPES VARY ACCORDING REINFORCEM ENT AT TH E ELEVATIONS SHOWN. CONSTRUCTION WITH ALL UTILITY INSTALLATIONS TO MINIMIZE PROJECT
TO THE ELEVATION PIAN AND SITE PIAN RESPECTIVELY. DELAYS AND CONSTRUCTION COSTS.
8. LOW PERMEABLE SOIL LOCATED BEHIND THE WALL ST-IALL FOLLOW THE
2. UPON EXCAVATION, WI-IERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO FINISHED GRADE ELEVATION IN FRONT OF THE RECON WALL. LOW 13. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DEPTHS OF
DEPTH "D" AS REQUIRED BY TI-IE ONSITE GEOTECHNICAL. ENGINEER AND PERMEABLE SOIL SHALL HAVE A MINIMUM 1% SLOPE FOR POSITIVE EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. IF
REPLACE WITH SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE THE DRAINAGE TO THE DRAINPIPE. CONFLICTS EXIST THE ENGINEER SHALL BE CONTACTED IMMEDIATELY,
REQUIRED BEARING CAPACITY. THE STRUCTURAL FILL SHALL BE
COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY, 9• 4" PERFORATED PVC DRAINPIPE WRAPPED WITH A GEOTEXTILE FABRIC 14. DO NOT BRING HEAVY COMPACTION OR PAVING EQUIPMENT WITHIN 3'OF
SHALL BE INSTALLED AT FINISHED GRADE ON TOP OF LOW PERMEABLE SOIL THE BACK OF THE RECON RETAINING WALL.
3. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE SUBCUT IS OR BEHIND BOTTOM BOTTOM BLOCK AS SHOWN WITH POSITIVE DRAINAGE.
REQUIRED. ACTUAL LIMITS AND SIDE SLOPES SHALL BE DETERMINED BY OUTLET THROUGH FACE AT 40'O.C.,INTO ONSITE DRAINAGE OR LOW ENDS 15. DO NOT ENCROACH UPON A IH:IV OFF THE PROPOSED BUILDING FOOTING
OSHA REGULATIONS AND MATCH FIELD CONDITIONS AS DETERMINED BY OF WALL. DURING EXCAVATION.
THE CONTRACTOR.
10. TO PREVENT PONDING OF WATER,POSITIVE DRAINAGE SHALL BE PROVIDED 16, SEE MANUFACTURER'S INFORMATION FOR ADDITIONAL DETAILS ON THE
4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL STATE,COUNTY AND AT THE TOP AND BOTTOM OF WALL. INSPECT EXCAVATION SLOPES FOR RECON RETAINING WALL SYSTEM. THE MANUFACTURER INFORMATION
CITY REGULATIONS AND CODES AS WELL AS OSHA STANDARDS. ACTIVE SEEPAGE AND PLACE ADDITIONAL DRAINS WHERE SEEPAGE SHALL ACCOMPANY THE CONSTRUCTION PIANS.
OCCURS.
S. THE WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39" AND 60" DEEP 17. CIVIL DESIGN PROFESSIONALS SHALL NOT BE LIABLE FOR CONTRACTOR
UNITS USING THE 3.6"BATTER. 11. WALLS i AND 4 REQUIRE A 12" LEVELING PAD WRAPPED WITH 8 OZ FILTER NEGLIGENCE.
FABRIC.ALL OTHERS SHALL HAVE A 6"LEVELING PAD.
6. THE WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING
NO GEOGRID REINFORCEMENT.
----10.00'MIN ---10.00`\TIN
8'LOW PERMEABLE SOIL
EL-918.67
WALLS
24\4 APPROXIMATE LIMITS
!� OP EXCAVATION
r 3i
8 MIN
�. 24?
1 W 24B 4'PVC DRAINPIPE
I'
EL-913.33 (SEH NOTE 9)
24'TOP BLOCK t
12*MIN DRAINAGE ZONE
24M
(1°CRUSHED STONE) 61 X 36'MIN LEVELING PAD TYP.
39"BOTTOM BLOCK, t
8 MIN WALL 2 24M
1�— ,r,•*' }PVGDRAIN PIPC / !
r (SCLNOTE9)
R 39B 3. !'
HL-908.00I/
!• t 6f6 AINYL)VL INGPAD TYP. fi
WALL 1 T
Y
4"MIDDLE BLOCK
REIAINEDSO[L t �' (-
FINISHEDGRADE -
39'MIDDLE BLOCK 39M ° � � y �` Q = } PVC DRAIN PIPE j
f SEE NOTE 3
9)
G0'BOTTOM BLOCK -- 60B
LOW PERMEABLE SOIL I
EL-90-167. -
-
Z Y f
•kms = jII.[- s r .t - .. iei `"G . . �` �. =I'� \
1 ! "D"
1 otic_
12'x 72"MIN UN REINFORCED CONCRETE
OR CRUSHED STONELEVELING PAD 8 OZ.FILTER.FABRIC �SUBCUT(SEE NOTE 2)
TYPICAL GRAVITY WALL SECTION
(SECTION LOCATTONS SHOWN ON WALL PROFILES)
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
(1r"igntdl;y, Pmftrc -
{_ r�" �'"";1['{�/^�'^�'y' Nn. Dam Roislon - TTY 25493 my dfr,t,i.tp hl athts plan,s catlort,or ttPott tvw prePa[ed 1+t'tnc or under
t
t PA Jr--1�.S ,Vr,..Il'Z;.il 1 - - -- BTD CANDY COVE 6 dura s-rvof ,end Imt n a duly Wmncrl Pr<iiessionul Engineer render tl[e
�« PRIOR TAKE,MINNESOTA rro)eallo. 19"s o1 d,�Stsrtcat inn ,m.
3 V-5' 11-099
_ _
acn�>naDAi).tvau{scun{, ouizoo 4 M6
BLOOMINGTON MN$5420 Dant SI,m No-
rNGNF;(952)303.53121 FAX..(163).Y)2-Mt 5 JULY 19t 2012 TYPICAL GRAVITY WALL SECTION D,n_
WPBSIU.WIVW.CDPMCOMt 6 10 1 Mlelml R.Johnson,P.C.
� f 1
6.5"X 26"RECON CONCRETE STEP UNITS f
ti
H 1—
• GENERAL NOTES:
CRUSHEDSTONE' 1. STAIRS SHALL CONSIST OF RECON 6.5" HIGH X 26" DEEP X 48" WIDE STEP
UNITS. STEPS SHALL BE DOUBLE STACKED FOR INCREASED STABILITY AND
T_ ( — RESISTANCE TO SETTLEMENT,
-1.08, -
i;= - 2. STEP UNITS SHALL HAVE A 1' (FEET) MINIMUM CRUSHED STONE LEVELING
1 ( .
' - PAD.
18. SEE MANUFACTURER INFORMATION FOR ADDITIONAL DETAILS ON THE
RECON RETAINING WALL SYSTEM. 111E MANUFACTURER INFORMATION
SHALL ACCOMPANY THE CONSTRUCTION PLANS.
19. CIVIL DESIGN PROFESSIONALS, INC. SHALL NOT BE LIABLE FOR
-f — CONTRACTOR NEGLIGENCE.
0
0
0
14.63'
TYPICAL STAIRCASE SECTION AA
(SECTION LOCATION SHOWN ON SITE PLAN)
COPYRIGHT(c}2012 BY CIVIL DESIGN PROFESSIONALS
-
,� Da°ignnt Rl= ho)roo - _ -_ _ - RHdlstraSimr NU:
Cl-vqLDESIGN
Ni. DaSo Rtii�Son 11�. 13,DI y dfur &.1 Slmt this l t6i:< Iia Julyy or repimt Prot penalRi in cr or un€le- - CANDY COVE 25493 my dfrecc au}ums(a and drat ,r a July Gitanm(Pmlcssional Gifgfuecr undo(Ire
i= , PR10R LAKE MINNESOTA — Lnw%ordresraed Dan
Z s to , Now Na
11-099
BWLt'NDAtcnvf:NUL"xami,SLItTti'_t%1 4 lldr. -. -
I'l-00M1NGTON.MN 55920 Dam TYPICAL
h T ST�T A 'I-� SECTION
7 f�N Stan No:
PHONE..(952)M-53 I Z I TAX:(763)39L t9S9 5 1 11 1�1"]L J 1!?1 CC1 P�iJlt,l.�T1V1V a pa:
WERSlTT wvVv1;cnnus.c0N4 JULY 19,2012 yy y
__. 6 1 1. 1 kticlmcl R.Johnson,FC.
-
BASE LEVELING PAD NOTES: NOTES:
6"MIN UN REINFORCED CONCRE'T'E
1. THE LEVELING PAD SHALL BE CONSTRUCTED OF CRUSHED STONE OR 2,000 PSI± OR CRUSHED STONE LEVELING PAD 1. THE DRAINAGE SYSTEM:SHALL CONSIST OF A 4" DIAMETER
UNREINFORCED CONCRETE, CONCRETE SHIM OR PERFORATED 'PVC DRAINPIPE WRAPPED WITH GEOTEXTILE
2. THE BASE FOUNDATION SHALL BE APPROVED BY THE SITE GEOTECHNICAL CRUSIdED STONE FABRIC.
ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. LOW PERMEABLE SOIL 2, THE PLACEMENT OF THE DRAINAGE SYSTEMSHALL OCCUR
RECON TOP BLOCK RECON TOP UNIT ONLY DURING THE CONSTRUCTION BACKFILLING,
f 4"DIA TEE FITTING 4t'DLA DRAINPIPE
RE-CON FULL BLOC K 16-STEP n•" �
t -
ELEVATION
UNIT FACE <a
6"MIN GO" 6"MIN _ a
q d y tl.
f v i
•'d PRECAST OR FIELD
a e GUT BLOCK TO
EXCAVATION LIMITS RECON MIDDLE UNIT OUTLET DRAINPIPE
°
RECON RCT UNIT
6"MIN UNREINFORCED CONCRETE
RECON TOP UNIT RODENT GUARD RECON BLOCK
OR CRUSI4ED STONE LEVELING PAD \ - 72"
SECTION
RECON/BASE PAD ISOMETRIC VIEW t-2"N LEVELING PAD DETAIL 3 TOP OF WALL STEP DETAIL 4 DRAINAGE OUTLET DETAIL
k,L2,1 SCALE: N.T.S. \,L2j SCALE: N,T.S, \,L2j SCALE: N.T.S. 12 SCALE: N.T.S.
48"± PLACE ADDITIONAL
RECON TOP UNIT 3"OF SOIL FILL IS REQUIRED BETWEEN
OVERLAPPING GEOGRID FOR PROPER GEOGRID WHEN
16" 4' :. `q� WIDTH: 48" ANCHORAGE ANGLE EXCEEDS 200
;
DEPGH 24"
4
160
.d "
° 5 •. .a. '. W EIGHT: 970 LBS
RECON ELEVATION VIEW ���� ' '' CORNER TOP BLOCK
ti�nk _
g8" WIDTH: 48" a
HEIGHT: 16" "- = - • ' ,r.1. ��
WEIGHT. 1401LBS
.z
CORNER TOP BLOCK ISOMETRIC VIEW -
RECON 24"UNIT
-------------__-- --- �' WIDTH: 48"
' i DEPTH: 24"
HEIGHT: 16"
= =
MINIMUM AL
RADWEIGHT: 1411LBS CURVE: t4T"
16' INSIDE
: ZEOGRID S ALL BE PLACED ON(BOTTOM JF 2 ROW WALL)
RECON:39"UNITLEVEL BACKFILL AND EXTENDED LSP
d.d i i WIDTH: 48" OUTSIDE CURVE: 13'4 1/4" TO THE FACE OF UNIT. PLACE NEXT
DEPTH; 39" (TOP OF WAI L) UNIT. PULL GRID TAUT AND
- HEIGHT. 16" ; , } BACKFILL STAKE AS REQUIRED,
4.: >• a 48,!t ,, I WEIGHT: 2201LBS
48"± — �� 3`�" RECON 60"UNIT
RECON PLAN VIEW 60 WIDTH: 48"
DEPTH: 60"
�s RECON UNIT DETAIL HEIGHT. 16" 6 GEOGRID INSTALLATION ON CURVES GEOGRID DETAIL
—_ MIDDLE UNIT ISOMETRIC VIEW 12 SCALE: N.T.S. i SCALE: N.T.S.
12 SCALE: N.TS. WEIGHT: 3400LBS
COPYRIGHT(c)2012 BY CMI-DrSIGN PROGFSSIONAIS
CIVILDESIGN
ttN.
diAt
his
DatS Pin'i�Pwi CANDY COVE 1 y dire ls"pey*fo an 1)1an.Ap{'CIfl d.1yl.i report was prelmmfoml E,l tYn— Or under
>- 25 my direct sups 'ion and tl t 1 La-duG•Clccaard ProfeAslonnl L,Tineer k,the
1 IITD PRIOR LAKE,MINNESOTA 9 law.nfdtstat'fminnn�
i t i? 1� 1: �`F hV '1 2 Scdr: , I'mlcrt Na:
- 3 AS NOTED11-099
SW9P_YNDAirAViNIJUSOU9-II,SUnt200 4 'nd,: _. _.. l+�j,�-
D OOMINOTOh MN 55420 Mm _ -- - S6ct,N.;
YIiONr,(95)1415112.:1 11.1M(763)392,19-,9 5 TYPICAL.UNIT DETAILS -
NYenSllr,W\X v.CDP-t COs 6 JULY 19,2012 12, Miet,E1R,Jobwon,r.>.
PART 1: GENERAL. 2.02 RECON UNITS 3.02 FOUNDATIONSOIL PREPARATION
1.01 DESCRIPTION A. RECON WALL UNITS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE A. FOUNDATION SOIL SHALL BE EXCAVATED AS REQUIRED FOR
A. THE WORK TO BE PERFORMED INCLUDES SOURCING, PROVIDING STRENGTH OF 4,000 PSI.STANDARD WEIGHT CONCRETE SHALL HAVE LEVELING PAD DIMENSIONS SHOWN ON THE CONSTRUCTION
AND INSTALLING CONCRETE RETAINING WALL BLOCKS TO THE A 6%AIR ENTRAINMENT BY VOLUME, WEIGHT OF CONCRETE SHALL DRAWINGS,OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
LINES AND GRADES AS SPECIFIED ON THE PROJECT CONSTRUCTION BE 145 PCE. B. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH
DRAWINGS AND AS MAY BE FURTHER SPECIFIED HEREIN. B. TEXTURE ON THE FACE OF THE BLOCK SHALL BE SPECIFIED. ACCEPTABLE MATERIAL.
B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNISHING AND 2.03 GEOGRID C. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED
INSTALLING LEVELING PAD, DRAINAGE AGGREGATE, AND BACKFILL COMPACTED BACKFILL MATERIAL.
TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION A. GEOGRID SHALL BE THE TYPE AS SHOWN ON THE DRAWINGS
DRAWINGS, 14AVING THE PROPERTY REQUIREMENTS DESCRIBED WITHIN THE 3.03 BASE LEVELING PAD
C. WORK INCLUDES FURNISHING AND INSTALLING ALL RELATED MANUFACTURER'S SPECIFICATIONS AND REQUIRED BY THE DESIGN. A. LEVELING PAD MATERIALS SHALL BE PLACED UPON APPROVED
MATERIALS REQUIRED FOR CONSTRUCTION OF THE RETAINING 2.04 LEVELING PAD MATERIAL FOUNDATION AS SHOWN ON THE CONSTRUCTION DRAWINGS TO A
WALL AS SHOWN ON THE CONSTRUCTION SHOP DRAWINGS. A. MATERIAL- SHALL CONSIST OF UNREINFORCED CONCRETE OR MINIMUM THICKNESS OF 6"AND 12".
1.02 REFERENCE STANDARDS COMPACTED CRUSHED STONE AS SHOWN ON THE CONSTRUCTION B. AGGREGATE MATERIAL SHALL BE COMPACTED TO PROVIDE A
A. ASTM D448 SIZES OF AGGREGATE FOR ROAD AND BRIDGE DRAWING, DENSE, LEVEL SURFACE ON WHICH TO PLACE THE FIRST COURSE OF
CONSTRUCTION, 2.05 DRAINAGE AGGREGATE MODULAR UNITS. COMPACTION SHALL BE TO 95% OF STANDARD
A. REINFORCED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC PROCTOR DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM
B. ASTM D698 LABORATORY COMPACTION CHARACTERISTICS USING MATERIAL.MEETING FOLLOWING GRADATION: D698. FOR CRUSHED ROCK, MATERIAL SHALL BE DENSELY
STANDARD EFFORT. COMPACTED AS DETERMINED BY VISUAL OBSERVATION.
1.03 QUALITY ASSURANCE SIEVE SIZE %PASSING 3.04 UNIT INSTALLATION
A. OWNER SHALL BE RESPONSIBLE FOR SOIL TESTING AND INSPECTION 211 100 A. THE FIRST COURSE OF CONCRETE MODULAR WALL UNITS SHALL BE
QUALITY CONTROL DURING EARTHWORK OPERATIONS. 3/4" 100-75 CAREFULLY PLACED ON THE BASE LEVELING PAD. EACH UNIT SI-LALL
NO.4 0110 BE CHECKED FOR LEVEL AND ALIGNMENT.
PART 2: MATERIALS NO.200 0-5 B. UNITS ARE PLACED SIDE BY SIDE FOR FULL. LENGTH OF WALL
2.01 DEFINITIONS 2.06 RETAINED/REIN.FORCED BACKFILL ALIGNMENT, ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE
OR OFFSET FROM A BASE LINE.
A. RETAINING WALL UNIT-A PRECAST CONCRETE SEGMENTAL FACING A. BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL_ C. SWEEP EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT
BLOCK THAT IS ABLE TO BE ARRANGED, STACKED, PLACED, MEETING THE FOLLOWING GRADATION: COURSE. ENSURE THAT EACH COURSE IS COMPLETELY UNIT FILLED,
COMBINED, OR INTERCHANGED EASILY INTO AN ASSEMBLED WALL SIEVE SIZE %PASSING
SYSTEM. BACKFILLED AND COMPACTED PRIOR TO PROCEEDING TO NEXT
11" 100 COURSE..
B. DRAINAGE AGGREGATE - CLEAN V MINUS CRUSHED ANGULAR 2 2100 75 3:05 GEOGRID INSTALLATION
ROCK LOCATED WITHIN AND IMMEDIATELY BEHIND THE
RETAINING WALL UNITS TO FACILITATE DRAINAGE AND AVOID N0.4 20-100 A. GEOGRID SHALL BE LAID AT TIIE PROPER ELEVATIONS AND
COMPACTION IN CLOSE PROXIMITY TO THE RETAINING WALL UNITS. NO.200 0-30 ORIENTATION AS SHOWN ON THE CONSTRUCTION DRAWINGS OR
C. FOUNDATION SOIL SOIL ZONE IMMEDIATELY BENEATH THE PLASTICITY INDEX(PI)<6 AS DIRECTED BY THE ENGINEER. EMBED GRID OVER THE TONGUE
RETAINING WALL FACING UNITS, THE WALL LEVELING PAD, AND B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2" UNLESS AND GROOVE AND LIP THE UNEXPOSED FRONT EDGE OF THE
THE REINFORCED SOIL ZONE. BLOCK.
FIELD TESTS HAVE BEEN PERFORMED TO EVALUATE POTENTIAL B. THE GEOGRID SI-TALL BE PULLED TAUT (50LBS/F'T) TO ELIMINATE
D. GEOGRID -A GEOSYNTIJETIC MATERIAL MANUFACTURED OF HIGH STRENGTH REDUCTION TO INSTALLATION.
TENSILE MATERIAI.IS SPECIFICALLY FOR THE PURPOSE OFLOOSE FOLDS AND PRETENSION THE REINFORCEMENT. STAKE OR
C. MATERIAL CAN BE SITE EXCAVATED MATERIAL WHEN THE ABOVE
REINFORCING AND CREATING A STRUCTURAL SOIL MASS. REQUIREMENTS ARE MET. UNSUITABLE SOILS FOR BACKFILL (HIGH SECURE BACK EDGE OF GEOGRID PRIOR TU AND DURING BACKFILLAND COMPACTION.
E. LEVELING PAD-AN UNREINFORCED CAST IN-PLACE OR COMPACTED PLASTIC CLAYS OR ORGANIC MATERIALS) SHALL NOT BE USED IN C. CORRECT ORIENTATION (ROLL DIRECTION)OF THE GEOGRID SHALL
CRUSHED STONE PAD WHICH SERVES AS A FIAT SURFACE FOR THE REINFORCED SOIL MASS. BE VERIFIED BY THE ON (ROLL DI
PLACING THE INITIAL COURSE OF PRECAST UNITS. D. CONTRACTOR SHALL SUBMIT RETAINED FILL SAMPLE AND TEST
F. REINFORCED BACKFILL - SOIL ZONE EXTENDING FROM THE RESULTS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO 3.06 FILL PLACEMENT
DRAINAGE AGGREGATE ZONE TO THE BACK OF THE EMBEDDED CONSTRUCTION. A. BACKFILL MATERIAL SHALL BE PLACED WITH A MAXIMUM OF 8"LIFTS
GEOGRID. AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. AS
G. RETAINED BACKFILL - SOIL IMMEDIATELY BEHIND THE RETAININGPART 3: EXECUTION DETERMINED IN ACCORDANCE WITH ASTM D698. THE IN PLACE
MOISTURE CONTENT SHALL NOT EXCEED THE OPTIMUM MOISTURE
WALL REINFORCED BACKFILL OR THE SOIL IMMEDIATELY BEHIND
THE DRAINAGE AGGREGATE FOR THE GRAVITY WALLS, 3.01 EXCAVATION CONTENT AS DETERMINED IN ACCORDANCE WITH ASTM D698 AND
R. SUBSURFACE DRAINAGE SYSTEM ,A SYSTEM FOR REMOVING WATER A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES BE NO LOWER THAN 2%BELOW OPTIMUM MOISTURE CONTENT.
FROM BEHIND THE WALL AND CHANNELING IT TO A POINT OF SHOWN ON TI-IE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL B. ONLY HAND-OPERATED COMPACTION EQUIPMENT SHALL BE
POSITIVE DRAINAGE. BE CAREFUL NOT TO DISTURB EMBANKMENT AND FOUNDATION ALLOWED WITHIN 3' OF THE BACK SURFACE OF THE CONCRETE
MATERIALS BEYOND LINES SHOWN. UNITS.
COPYRIGHT(0 2012 BY CIVIL DESIGN PROFESSIONALS
'' _ - - - U_ 8.m fly- - '.N-jirt: - --.. ltcgGsradon Na - -
7 i'p' DESI Na llatc Bcti4rJwt }ly B 1 11crely cesti(Y tlw tlui pla" s} t,AulIAtiu,yr report edNoas prtyareil-i—, or der the
t i ` g$..@C..f lr-,.q+ I. - - - - -- - CANDY COV]TD 2'S mq-sliact si-Itc el t nad t<? 1 n t t1ulY-Liectssn3 Pso'ttsniaunl F.ng(nea under the
, , PRIOR LAKE,MINNESOTA 493
t )nw4 of[ItC$W[Cu Inn t
2 s�1�. Nroj«rNo
t. s I :s t { .r I- 4 3 N/A I W99
8(iJ91.YN1)A3GAY[}:(JLSw111,91';1'IT300 � Tiilr: - - _ -
$LOOMINOTOKMN 55430 N.: c r('�T�+T A�+T }���t shwNa: _
1HpNE(95)30}5712 1 FAX:(363)397,1909 5 SPECIFICA SPECIFICATIONS
V J pati:
to OSIM WWVV'.CDM&G014 6 JULY 19,20112 13 -
Mieltatl R.Johigo0,P.&