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PRIOR KE MINNESOTA .... dw4liags d ory -o'w m :As
emply with ttW QDt)2tsr7 Cya�,TY�S J0. to
6`t x CIATE8', INC.
By
PRw-No. --"DATE i�2
GENERAL NOTES: GENERAL NOTES:
DESIGN PROVISIONS: SUGGESTED QUALITYASSURANCE 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 IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A
a syA QUALIFIED GEOTECHNICAL ENGINEER/rECHNICIAN SHALL BE CONSULTED
{ IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
LA
C Y SOIL TYPE PERFORMANCE.
REINFORCED SOIL 32" 0 PSP 120 PCF ONSITE POORLYZ. THE FOUNDATION SOILS AT THE BASE OF THE WALLS SHALL BE INSPECTED
GRADED SAND BY THE GEOTECHNICAL ENGINEER.ANY UNSUITABLE SOILS OR IMPROPERLY
RETAINED SOIL 32° 0 PSF 120 PCI' ONSITE POORLY 1 COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED
GRADED SAND - .- AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO
FOUNDATION SOIL 32° 0 IS F 120 PCF
ONSITE POORLY PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT.
GRADED SAND 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR
GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS
REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL
GEOTECHNICAL ENGINEER PRIOR TO
SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY THE SITE CONSTRUCTION AS DIRECTED BY THE GEOTECHNICAL ENGINEER
WALL CONSTRUCTION.
2. 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 PSF
DEAD LOAD: NONE 5. ALL SOIL BACKFILL_ SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER
BACK SLOPE: 3H:1V SHEET DESCRIPTION FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2'
SEISMIC: NOT APPLICABLE VERTICALLY, 100'-200'C/C)MEETING THE MINIMUM REQUIREMENTS OF THE
HYDROSTATIC: NOT APPLICABLE 1. TITLE SHEET APPROVED DESIGN PLANS 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 SHOWN 4. WALL 4 ELEVATION CONTRACT REQUIREMENTS AND MAINTAIN RECORDS OF ITS QUALITY
FAILURE OR EXCESSIVE SETTLEMENT.
ON THE WALT. PROFILES, WITHOUT
LOCAL BEARING CAPACITY SHALL_ BE CONFIRMED BY THE SITE 5. WALL 4 ELEVATION CONTROL.
GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR 6. WALL 5 ELEVATION 7. ALL WALL ELEVATIONS, GRADES, AND BACK SLOPE CONDITIONS SHALL BE
TO WALL CONSTRUCTION. 7. WALL b 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 WALL SECTION OR DESIGN CRITERIA SHALL REQUIRE DESIGN MODIFICATIONS PRIOR TO
10. TYPICAL GRAVITY WALL SECTION PROCEEDING WITH CONSTRUCTION.
11. TYPICAL STAIRCASE SECTION i
12. TYPICAL UNIT DETAILS
13. SPECIFICATIONS
COPYRIGHT(0 2012 BY CIVIL DESIGN PROFESSIONAIS
((! t)-ir w�: Prokcc Rcriwanon Nu
t:_t No. Daa ILo�i.�n, lye. � l hereby certifm ar,or report uw preparal b,•nm w under
--# Ij IL DESIGN BTD CANDY COVE 5493 ,,,y direct aupeduh-Llarued Proirasional Ery(ineer and<r tlu
C=_j 1 laws of the
3 1 2 Ir PRIOR LAKE,MINNESOTA RAN«
:� :^ 3 N/A 11.099
Bt,e9 LYNunu:"ENOL soon 1,sung 2M n,lr, +7 p
BLOOMINOyiN4.MN 55420 4 (),u,, sheer Nn
PHONE:(952)303-53121 FAX(763)391-1989 5 TITLE SHEET
xM- M,V/"'.CDP4)'.a M6 JULY 19,2012
� Mid,acl R.Johruou,P.&
NOTES:
1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS -
REPRODUCED FROM STONEBROOKE, INC. GRADING PLAN (PROIECT
#10,122)DATED 09/30/2011. Q 20 40 60
i /
2. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING 1z
UTILITIES TO ENSURE THERE ARE NO CONFLICTS,THE ENGINEER SHALL GRAPHIC SCALE IN FEET
13E CONTACTED IF CONFLICTS ARISE AND AN ALTERNATIVE DESIGN MAY
BE REQUIRED,
1
END WAIL END WALL q
� 5 4
END WALL
C II
BEGIN WALL
2
ENDW ALL
END WALL
BEGIN WALL
END WALL
BEGIN WALL i 7
BEGIN WALL
END WALL 3 6 i J�� BEGIN WALL
. 1 05ti�
04
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
_ 0"W—t Ry: i'ny«e RM aria,No: 1 I L «ni(r dwt Iii. ,Ian,a cif .it,,or re,—t w e ual Iq we or unJer
C OV �.,DESIGN N,i. 1�r< t ,.1r�, BTD 25493 f rel '`Pr P
CANDY COVE u,l"ditcct sulxrvmo and[fiat 1,i a d t,l.irena«l Prolesslooal&ptin er undrr thr
2 PRIOR LAKE,MINNESOTA Iaws"Ho,S..rcor i it,
&.d<: Pnin,Na
WO)i YNDAf FAVI NUE SOLAI1.SUI Ir rt!r:
200 1'—20'
f7llUIN(iI ON UN 55420 4 D.,rc tihmrNl,L-099
VIIONt= k)
0$)30333121 IA-k(765)19.,19s9 JULY 19,2012 SITE PLAN
WON WVJW.i'DI%LlS.(X)!1
M.;.1wa R.i.6n,—,r.r.
RECON BLOCK KEY:
RCT - RIGHT CORNER TOP BLOCK 10
GENERAL NOTES: LCT - LEFT CORNER TOP BLOCK 12
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND GO" DEEP UNITS
CB - 24"DEEP MIDDLE CORNER BLOCK 44
USING THE 3.6°BATTER. T - 24"DEEP TOP BLOCK 134
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO HT - 24"DEEP HALF TOP BLOCK 1
GEOGRID REINFORCEMENT. 24M - 24"DEEP MIDDLE BLOCK 292
3. WALLS 4 AND 5 REQUIRE MIRAFI 5X7•SOIL REINFORCMENT AT THE ELEVATIONS 2H - 24"DEEP HALF MIDDLE BLOCK 10
SHOW. 24B - 24"DEEP BOTTOM BLOCK 132
6
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNI'T'S. 2HB - 24"DEEP HALF BOTTOM BLOCK
39M - 39"DEEP MIDDLE BLOCK 2
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39B - 39'DEEP BOTTOM BLOCK 3
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 3H6 - 39°DEEP HALF BOTTOM BLOCK 1
SHALL ACCOMPANYTHECONSTRUCTION PLANS.
60B - 60"DEEP BOTTOM BLOCK i
6HB - 60"DEEP HALF BOTTOM BLOCK I
o � o
C. SHEET °D
O 10
z U 2 o a o W a S W
w ° 2 SHEET �, Q o SHEET• 6
z 0 10 Q z 0cQ
10 Q
EL-908.00
ZO 908.00L LET LCT T 908.00 O EL= 1333 EL-918.67 EL-918.67
906.00 2 CB 24M 2H 906.00
39M CB 39M 39B 2 914.00 914.00 z 920.00 920.00 2
GHII CB GOB 904.
904.00 -904.00
W r I
- 912.00 LCT LCT T T 912.00 - 0�+ 918.00 LCT LCT T T T T 918.00 0
W 902.00 902.00 ,� ¢ 2 CB 24M 24M _ 2H Q r- 2Tii,,CB 24M 24M 24M 24M 2H Q
W 910.00 24M CB 24 24M 24B 910.00 ¢ 916.00 24M CB 24M 24M 24 Z4M r 24B 916.00
3HB CB 39B 39B w >
EL=902.67 I j 908.00 908.00 W 914.00 2HB CB 24B 24B 24B 4B 914.00 a
FINISHED GRADE AT FINISHED GRADE AT w 912.00 FINISHED GRADE AT 912.00 w
BOTTOM OF WALL BOTTOM OF WALL EL=913.33 BOTTOM OF WALL EL-914.67
IEL-904.00 EL-908.00 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) I DEPTH(FEET) DEPTH(FEET)
(SERIES 50 UNITS-3.6°BATTER) (SERIES 50 UNITS-3.6°BATTER) (SERIES 50 UNITS-3.6-BATTER)
DIST ALONGDIST ALONG DIST ALONG
WALL(FEET) 18.00 WALL(FEET) 22.00 WALL(FEET) I I I I I I 17-rT-T30.00
0 10 0 10 20 0 10 20 30
RECON WALL I - FRONT FACE ELEVATION RECON WALL 2 - FRONT FACE ELEVATION RECON WALL 3 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CML DESIGN PROFESSIONALS
c
e.gna ,: ,ojnY: <Mmsmai T$ TIT Dy'�SIGN N,,. 17.�� RrvL.i,z, I,. 1ydle Buie tj, [I,b Plan fimJulo! lr siiPwav onalEJ nme renter
it 11'.1 !L MLL\J 1 B� CANDY COVE 25493 my JIr<d suPervtst a xnt tl a dulq Littnscd Prd'esslon"I&)g(neer unttc the
2 s.1<: PRIOR LAKE,MINNESOTA I4ojai N« laws of lh<staceo in
L..__ ; i'-l0. 11A99
8609 LYNI)AI.t:AVENI;E SO1fIl I,SL'11E 2C0 4 'lld<:
BLOOMINGTON,MN 554'.0
MIONE,(952)33.53121(AK(76))39L19B9 s 1>an- WALL 1, 2 AND 3 ELEVATIONS �"`"« Dae.
WL•DSI7E:WNW.CDP{i$,Cp},( ()
JULY 19,2012 31 Michail R.Joh--,P.C;.
RECON BLOCK KEY:
GENERAL NOTES:
RCT - RIGHT CORNER TOP BLOCK 10
1. 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 HALF TOP BLOCK 1
3. WALLS 4 AND 5 REQUIRE M1RAFl 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
2HB - 24"DEEP HALF BOTTOM BLOCK 6
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 PLANS. 39B - 39"DEEP BOTTOM BLOCK 3
3HB - 39"DEEP HALF BOTTOM BLOCK 1
bOB - 60"DEEP BOTTOM BLOCK I
GHB - 60"DEEP HALF BOTTOM BLOCK 1
P4'0 Doi., gn; Dorn oosn ow
z
~' t>; en ¢ -t- e W 06 ¢qd SHEET o Q N a
w o O O z O Z O
wWd w w
PQ
EL=918.67
920.00 TIE INTO WAIL 6 920.00
918.00 EL-913.33 LCT T
916.00 TIL'INTOWALL 7 24M� EL a 913.33 918.00
CB 24M 916'00
2 914.00 24M 914.00 2
O 912.00 2 g 24B 2 T T 1IRAF[5XT @ 912.00T RCf T 24M 24M -CB-7--T--7T T -� El-=908.00 912.00 O
MIRXRMff{�9I$6 GB -----_ CB _.+.�_ CB TIE INTO WALL 5 d
910.00 24B i �•ln L9n L
- `_-"_ CB MIRAFI 5XT @ 909.33 910.00
a 908,00 4B I 2 1 _ CB --_ Ca CB
w 1RAFI 5XT @908.00 908.00
EL-910.67 CB 24B 24B 2 _ 2H HT RCT T T T I 1 T T T T T T T W
906.00 ;- MIRAFI 5XT @ 906.67
GB 24B 2 '�� CB �_���� ��`���� 906.00
24B 2 --MIRAFI 5XT @ 905.33---
904.00 MIM14 5XT @ 904.00 904.00
902-00 EL-906.67 24B 2 4 B CB 24B 24B 1 24BB 24B 24B 248 71H Lon Lon Lon 24B
902.00
EL-904.00 FINISHED GRADE AT
BOTTOM OF WALL_
ALL EL-902.67
BEARING CAPACITY 1,400 PSF 1,800 PSF 1,550 PSF
REINFORCEMENT 8,0 13.0
DEPTH(FEET)
(SERIES 50 UNITS-3.6°BATTER)
DIST ALONG
WALL(FEET)
0 10 20 30 40 50 60 70 80 90 100 110 120
RECON WALL 4- FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS/■F 7 i/�T��`j(
CA�T�.�.. J✓ iJS.dV.L i ( � B� CANDY COVE Ra25493
Na Ihie I4�;,�,w �. I hereby aniry tlwt tills plan, Bei on,m"pm wap prepami by tnr or under
urs dims aupervieI "nJ It a I7 UcerueJ Prole�lon"f E�ytl,eer under rile
PRIOR LAKE,MINNESOTA wv..r IIIc st°tear inn
2 Sw1r. r4ajcd Nry i
3 11-10,
8609 LYNDAGI
LEAVULI SO1f131,Sl lI2E 200 4 l idr
BLOOMINGTON,MN 55420
P1ION4(95 2)303-5312 1 FAX(76))392,19@9 5 uJULY t9WALL 4 ELEVATION s,m N.
WElisf-M Www.CnP{,tg,L'0m 6 ,2Q12 4 Michwd R Ja6nwn,P.E.
GENERAL NOTES:
RECON BLOCK KEY:
RCT - RIGHT CORNER TOP BLOCK 10
I. 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"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
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 2HB - 24"DEEP HALF BOTTOM BLOCK 6
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 39M - 39"DEEP MIDDLE BLOCK 2
SHALL ACCOMPANY THE CONSTRUCTION PLANS. 39B - 39"DEEP BOTTOM BLOCK 3
3HB - 39"DEEP HALF BOTTOM BLOCK 1
60B — 60"DEEP BOTTOM BLOCK 1
6HB — 60"DEEP HALF BOTTOM BLOCK 1
oz � a oa
I? :D oa oa qwa $
Uo
z Q 7. � Q
z Q z
C7 w C9 z O a z
w <w
EL-908.00 EL=908.00
z 910.00 910.00
z
0 908.00 908.00 0
T T T T T T T T T 7 RCT RCT
906.00 T T T T T T MIRAFI SXT @ 906 67� —} GB H 906.00 Q
90400 -- ———— MIRAFI 5XT @ 905,33–—— ------------- ------- —W c6 24M
MIRAFI 5XT Ct 904.00 904.00 W 24B 24B 2 B 24B 24B 24B 24B 24n i c+u con 24B 24B 24B 24B 249 24B 29B 24B 24B 24B 249 2 B 24B CB 2HB
902.00 902.00 W
FINISHED GRADE AT
EL-902.67 BOTTOM OP WALL EL-902.67
BEARING CAPACITY 1,550 PSF
REINFORCEMENT 13.0
DEPTH(FEET)
(SERIES 50 UNITS-3.6°BATTER)
DIST ALONG
WALL(FEET) 230.00
120 130 140 150 160 170 180 190 200 210 220
RECON WALL 4 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
-,,LI r N... 11— Rcririm+ Dnlgnnl BY: 14.yr,e RegiwaNa+Na 1 here certify[lu1[chis Ip Ila[ktn,or r
CI-VILDESIGN 1� by Y V Hortwasioru4rEngfn c, under
' 1 BTD CANDY COVE 25493 ,ay directsuprn( on and a duly Uanaed Professional Engin«r under the
�' '; _ _} Scale_ PRIOR LAKE,MINNESOTA No,. lawso(theSrot< M1" `
.� :? 1. � 3 I"_10, P�1 t-099
8609 LYNDALF"WUC SOUTI I,SUI1T 2W ,)
RLOOMINQ1ON TIN 55420 4
PHONE(952)303.531:1 FAX,(763)392-1989 5 DULY 19,zolz WALL 4 ELEVATION Sheet N.:
WEBSM.WW W.CDRUS.COM (, J S icLn.I R 1.,Lns.ut,P.E.
od c) C) U) C) (n o � o � o
°..° SHEEi tom., Q Q oho q c"
z Q z Q z HQ
w w w ww
m m
TIE INTO WAIL 4
z 914.00
EL-913.33 EL a 913.33
914.00 2
0 91200 LCT T T i TT T T T T T T T T ) T T T T T T T T T T T T T T T
MIRAFI 5XT @ 912.00---! 912.00
0-
910.00 CB ------ - -- -MIRAFI 5XT @ 910.67---- --------- ------- ------------ I
909-3 910.00
908.00 24B 246 24B 24B 24B 248 24B 2 B 2 6 24B 246 tqn c9n ' d 24B Z B 246 248 24B 24B 2 B 24B 24B 246 246 24B 24B 24B 24B 1 2 �
..t 908.00 w
W 906 ` FINISHED GRADE AT 906.00 W
EL-908.00 ` BOTTOM OF WALL EL z 908.00
BEARING CAPACITY h 1,400
REINFORCEMENT 8.0
DEPTH(FEET)
(SERIES 50 UNITS-3.6°BATTER)
DIST ALONG
WALL(FEET)
0 10 20 30 40 50 60 70 80 90 loo 110 120
RECON WALL 5 - FRONT FACE ELEVATION
GENERAL NOTES: s " A 7,6
O Q
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", .39", AND 60" DEEP UNITS H Q Z Q w
USING THE 3.6'BATTER. w C� z
;I
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO
GEOGRID REINFORCEMENT.
ti
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS EL=913.33 EL=913.33
SHOW.
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. z 914.00 914.00 z
0 912.00 MIRAFI 5XT @ 912.00 T c6 Ler i a 2H 912.00 0 1
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS -MIRAFI 5XT @ 910.67• -
d 910.00 .CB . 24JN 910.00 >
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION BMRAf�4ti i4 24B CB 24B 2HB W
SHALL ACCOMPANY THE CONSTRUCTION PIANS. 908.00 908.00
a
W 906.00 906.00 W
RECON BLOCK KEY: EL-908.00 BOTTOM OF FINISHED GRADALL T
Defgqp-
ROT - RIGHT CORNER TOP BLOCK 10 24B - 24"DEEP BOTTOM BLOCK 132 BEARING CAPACITY 400 F
LCT - LEFT CORNER TOP BLOCK 12 2HB - 24"DEEP HALF BOTTOM BLOCK 6
CB - 24"DEEP MIDDLE CORNER BLOC REINFORCEMENT 8.0 44 39M - 39"DEEP MIDDLE BLOCK 2 DEPTH(FEET)
T - 24"DEEP TOP BLOCK 134 39B - 39"DEEP BOTTOM BLOCK 3 (SERIES 50 UNITS-3.6"BATTER)
DIST ALONG 150.00
HT - 24"DEEP HALF TOP BLOCK i I 3HB - 39"DEEP HALF BOTTOM BLOCK I WALL(FEET)
24M - 24"DEEP MIDDLE BLOCK 292 60B - 1 60"DEEP BOTTOM BLOCK 1 120 130 140 150
2H - 24-DEEP HALF MIDDLE BLOCK 10 6H -]_60'DEEP HALF BOTTOM BLOCK I RECON WALL 5 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
Du1""cd Dy. Pr' _ Feg(taalon Nm
i { Na Uaa 8.reisian �. olttr 1 htrcby ra)U(p that tl s ylan," lira on or tep,xt was pr tai me pr under
CIN71LDESIGN I BTD CANDY COVE 25493 my dkr a supervision nd t C I n a my Icerued Pmfdsln al Eng(neer under the
-�
laws of the Sten of M�,k. PRIOR LAKE,MINNESOTA rrojatNm
-..: a _i i._.'• � ti': I i. � 1 0 N A 1. 2-�; 3 1`-10' I1099
8fA9 LYNDALE AWNUE SOtini SUIT.2W 4 T1,6
DLOOMINGION MN 554A 1
I7)ONG(9)2)30}53121 FAX:063))01989 5 Das. WALL ELEVATION �,ar�°°
wf:BSIIP wWw.cDP-Mcom 6 JULY 19,2012 6 °""
Mkltael R.Johnwn,P.E.
Clo a oo o o to o to o to o to o W
C5 co
P4 P4 SHEw ET oQ o A rq -a
z O N O 9 M w� U
La w w w 5
TIE INTO WALL 4
EI_-918.671
EL=918,67
920.00
2 920.00 Z
0 918.00 T T T T T LCT T T I T I T I T T T I T T T T T T T T 7 T T T T 918.00
24M 24M CB 24M 24M CB 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 2 24M 24M 24M Q
916.00 24M CB 24M 24M 24M CB 24M 2 24M 24M 24M 24M 2 , 24M 24M' 24M 24M 24M 24M 2 24M 24M 24M 24M 24M 24M 24M 24M 24M 24
916.00 ,,
914.00 4B 24B I CB I 24B I 24B CB 24B 24II 24B 24B 248 I 24B I 24B I 246 I 24B I 24B I 24B It 24B I 24B I 24B 24B I 24B 24B 24B 1 24B 1 246 I 24B I 24B I 24B 24B 914.00 a
W 912.00 W
912.00
THE F/G GOES TO ZERO AT WALL 4 CORNER. FINISHED GRADE AT n
GRADE TO ENSURE MAXIMUM EMBEDMENT. EL-913.33 BOTTOM WALL ` ` v J EL-913.33
BEARING CAPACITY 4,200 PSF
REINFORCEMENT GRAVITY
DEPTH(FEET)
DIST ALONG (SERIES 50 UNITS,3.6°BATTER)
WALL(FEET) Fr
0 10 20 30 40 50 60 70 80 90 100 110 1210
I
RECON WALL 6 - FRONT FACE ELEVATION j
CD Wa
z oa S $
GENERAL NOTES: U z
z az w
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39% AND 60" DEEP UNITS w �W
USING THE 3.6°BATTER. w
2. WALLS I, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO
GEOGRID REINFORCEMENT. EL-918.67 EL-918.67
920.00 920.00
3. WALLS 4 AND 5 REQUIRE M[RAFI 5XT SOIL REINPORCMENT AT THE ELEVATIONS 2 Z
O
SHOW. 0 918.00 T T T T T RCT RCT 918.00
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. t¢ 916,00 24M I 24M 1 24M 1 24M I 24M 1 24M 1 24M rrlZA CB
24M 24M 24M 24M 2 24M C13 24M 916.00
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 914.00 24B 24B 24B 24B 24B 24B 24B CB 2HB 914.00
W W
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 912.00 912.00
SHALL ACCOMPANY THE CONSTRUCTION PLANS.
\1 FINISHED GRADE AT L'1_-913.33
BOTTOM OF WALL
RECON BLOCK KEY:
RCT - RIGHT CORNER TOP BLOCK 10 24B - 1 24"DEEP BOTTOM BLOCK 13Z BEARING CAPACITY
200 PSF oo� " -
LCT LEFT CORNER TOP BLOCK 12 2HB - 24"DEEP HALF BOTTOM BLOCK 6 REINFORCEMENT GRAVITY
CB 24"DEEP MIDDLE CORNER BLOC 44 39M - 39"DEEP MIDDLE BLOCK 2 DEPTH(FEET)
T 24"DEEP TOP BLOCK 134 39B - 39"DEEP BOTTOM BLOCK (SERIES 50 UNITS-3.6°BATTER)
DIST ALONG 111111111 lilt TL
HT - 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 HALF MIDDLE BLOCK 10 6HB - 60"DEEP HALF BOTTOM BLOCK 1 RECON WALL 6 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
R non No:
E Deatpted[Sy. pmjae 4i�a
j L CIVILDESIGN �;' H i,i+ CANDY COVE 1 hereby ctrc7(r isi this plan,a A'-'
or report aaa prepared . r u under
BTD 25493 my dlrtct aupewlaion nd t 1 n dun Ucttu 1 Prolm(nnnj Englncer under dx
t
11 1. o 1 is � 1 l) t sant: PRIOR LAKE,MINNESOTA poj tNo laaao(theSta�tu(M' nea
3 v-101 11.099
6604I.YNDALL'AVOTON,MN 55,SUITE 20(1 4 Tilt: t tN�.i•1�
6LC)OMMGT'ON,nRa 55420 Date: Sheet No: l
PHONE'•(952)303-53121 rAX(763)397.1469 5 ULY 19,2012 WALL 6 ELEVATION • Dat<:
wElasi7E:wwW.Coms.COM J
6 Mkhetl R lohnaon,P.E.
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 - LEFT CORNER TOP BLOCK 12
USING THE 3.6°BATTER. i
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 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
S. SEE MANUFACTURER INFORMATION FOR ADDITIONALCONSTRUCTION DETAILS 2HB - 24"DEEP HALF BOTTOM BLOCK 6
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION 39M - 39"DEEP MIDDLE BLOCK 2
SHALL ACCOMPANY TH E CONSTRUCTION PLANS. 39B - 39"DEEP BOTTOM BLOCK 3
3HB - 39"DEEP HALF BOTTOM BLOCK I
60B - 60"DEEP BOTTOM BLOCK I
6HB - 60"DEEP HALF BOTTOM BLOCK 1
o d o ^I
o Ln
z Q
w w
TIE INTO WALL 4
EL 918.67 EL 918.67
920.00 920.00 I
O 918.00 [2 T T T T T T T T T T T T 918.00 O !{
916.00 2H13 24M 24 �4 24M MM 24M 24M 241x1 24M 24M 24M 24M CB j E
24M 24M 24M 4M- 24M 24M 24M 24M 24M 24M 24M 24M � 916.00 Q
914.00 24B 24B 14B 24B 24B 24B 24B 24B 24B 24B 24B CD• % iJ 914.00 a
W 912.00
W
FINISHED GRADE AT 912.00
EL-916.00 BOTTOM OF WALL EL-913.33
THE F/G GOES TO ZERO AT WALL 4 CORNER.
GRADE TO ENSURE MAXIMUM EMBEDMENT. --
BEARING CAPACITY
,200
REINFORCEMENT GRAVITY
DEPTH(FEET)
(SERIES 50 UNITS•3.6°BATTER)
DIST ALONG 1111 fill fill
WALL(FEET) 1111 1111 1111 54.00
0 10 20 30 40 50
RECON WALL 7 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BYCNILDESIGN PROFESSIONALS
1 -•
- ` Drs(",ud Br. Pngw: Regiw uj—Na
No. 11n� Rrvi,iai 87 I herch3•certi(i•that tl,ia pla ,s •onores
,rn report prepared by n1t or under
' I L D ES IG�I 1 BTD CANDY COVE 25493 ,m•direct sup'msion d ti t I , < IV Loomed Pro(aaional Enginar under the
PRIOR LAKE,MINNESOTA laws of the SmM of M ne,
2 S a1r I"-10' P.a}rrt 114M
8409 L3NDA16 AVGNUL SOL"171,Sl�il"G 200 4 1LIe:
R1.00511NOTON,MN 5543
PHON6,(952)313.53121 PAX(761)397,1989 s Date WALL 7 ELEVATION N. p
WEBSIM WW9V.CDRL3S.00.M Ej JULY 19,2012
8 Mkl,acl R.Jofuuon,P.E.
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 PLAN AND SITE PLAN RESPECTIVELY. PERMEABLE SOIL SHALL HAVE A MINIMUM 1% SLOPE FOR POSITIVE CONFLICTS EXIST THE ENGINEER SHALL BE CONTACTED 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 3'01;
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.
REPLACE 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 IH:1V 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 DETERMINED 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 THE CONSTRUCTION PLANS.
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 SHALL COMPLY WITH ALL STATE,COUNTY AND NEGLIGENCE.
CITY REGULATIONS AND CODES AS WELL 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 WITH RECON 24", 39" AND 60" DEEP
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 GEOGRID REINFORCEMENT.
8"LOW PERMEABLE SOIL
7. THE DESIGN FOR WALLS 4 AND 5 REQUIRES MIRAFI 5XT SOIL l' v
REINFORCEMENT AT THE ELEVATIONS SHOWN. 6.00'MIN 6.00'MIN
EL 91&67
T
24"TOP BLOCK
4"\41 DDLE BLOCK 2 4 M ,WALL G' /
Ah't'IiOX1MATE LIMITS
4 MIN 24M OF EXCAVATION
APPROXIMATE DEPTH OF PROPOSED
I r•`2 �BOTCOM.BLOCK FOUNDATION IS UNKNOWN
EL-913.33 24B ...4'PVC DRAIN PIPE l
-:(SEE NOTE 9) j
WALL FMl, ,F•, ` "X 36"MIN LEVELING PAD TYP.N—1I
12 MIN DRAINAGE ZONE 24M REINFORCED BACKFILL ✓
(I'CRUSHEDSTONE)
■ /
4 MIN
I 24B
EL-908.(K1 (SEE NOPE 9)
WALL 4 `• `` 6-X 3¢'MIN LEVELING PAD TYP.
T `SEE NOTE 3
`•13.00'•—�''��...:':..:.� t�.
FINISHED GRADE '^ i.6•' —
w -24M lt5'n'.. _n.:t:'' �`_
"` 4'PVC DRAIN PIPE
- (SL'E NOTE 9)
- 248 I
EL-902.67 LOW PERMEABLE SOIL /
.D.
L\
I � I 1 \ /� 1
- --- — - - - - - - - -- -I— _N/
12'X 36'MIN UNREINFORCED CONCRE"ITE
OR CRUSHED STONE LEVELING PAD 80Z.FILTER FABRIC L SUBCUT(SEE NOTE 2)
TYPICAL REINFORCED WALL SECTION
(SECTION LOCATIONS SHOWN ON WALL PROFILES)
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
CIVILDESIGN D v,rA�: Prdco: R g[ttndm Na re Y P W P ePa hY me or e,the
j No. M. R.�-i,ian 1 I— cervi( that tl"a lan, I t �,or re rt waa r ,cd
1' 7 �' BTD CANDY COVE 25493 ,py dItett auptrvialat td t at I d Ltce ue l Pto(mional Etylineer uudcr the
I
hnwa„rthtestate°rM1 n
2 PRIOR LAKEMINNESOTA$ealr. hdea Na.
3 V-5' 11,099
8@9 LYNDALE AVENUE SOLI116 SUIT 2W litk:
rN01,1L("2)3015MI
BLOOMINGTON,
: (te3)MN )i971%9 s TYPICAL REINFORCED WALL SECTION �""N°`9
WL'RSITE:4'Q7/,CDP175.COA1 6 JULY 19,2012 b-:
Aii;hnd R Johnson,RE.
GENERAL NOTES: GENERAL NOTES: GENERAL NOTES:
1. THE SECTION SHOWN IS A REPRESENTATIVE WALL SECTION. THE WALL 7. THE DESIGN FOR WALLS 4 AND 5 REQUIRES MIRAFI 5XT SOIL 12. CONTRACTOR SHALL PROACTIVELY COORDINATE RETAINING WALL
HEIGHTS, ELEVATIONS, TOE SLOPES, AND BACK SLOPES VARY ACCORDING REINFORCEMENT AT THE ELEVATIONS SHOWN. CONSTRUCTION WITH ALL UTILITY INSTALLATIONS TO MINIMIZE PROJECT
TO THE ELEVATION PLAN AND SITE PIAN RESPECTIVELY. DELAYS AND CONSTRUCTION COSTS.
8. LOW PERMEABLE SOIL LOCATED BEHIND THE WALL SHALL FOLLOW THE
2. UPON EXCAVATION, WI-IERE UNSUITABLE SOILS ARE FOUND, SUBCUT TO FINISHED GRADE ELEVATION IN FRONT OF T14E RECON WALL. LOW 13. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DEPTHS OF
DEPTH "D" AS REQUIRED BY THE 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 40'0.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 PLANS.
OCCURS.
5. THE WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39" AND 60" DEEP 17, CIVIL DESIGN PROFESSIONALS S14AI-L 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. -1 HE WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING
NO GEOGRID REINFORCEMENT.
10.W MIN 10.00'MIN
8'LOW PERMEABLE SOIL
Y: -----------
EL-918.67
WALL 3 7
24M nl>I'RUXIMATELIMIIS
3.6° OF EXCAVATION
8 MIN
• 24M
1 24B 4'PVC DRAIN PIPE `
EL-913.33
= (SEE NOTE 9) j
24'TOP BLOCK I f
12"MIN DRAINAGE ZONE 24M .,',_ . G"X 3G'MIN LEVELING PAD TYP.
M (I"CRUSHED STONE) 39•gO7 rOM BLOCK
WALL 2 24M :: ;:. :,•.:;
I 8� . 4"PVC DRAIN PIPE`./�
39B ,r:" (SEE NOTE 9) Y
WALL l T :! • _ 6"`�36"(Vt[NtLEVE LING PAD TYP. ,<
24'MIDDLE BLOCK 24M RETAINED SOIL J
FINISHED GRADE
39""b1IDDLEBLOCK 39M :':'c� ': :L `_-1%
_ _ �. ••— = -� �•` 4'PVC DRAIN PIPE, SEE NOTE 3
(SEE NOTE 9)
I.
EL-902.67 W.BOTTOM BLOCK 60B LOW PERMEABLE SOIL /
\ I / I
; "D"
L
I \ /�t L\�.��
_ �— -- -- - — - - - - - - — -- -- - -- - -
12"X 72'MIN UNREINFORCED CONCRETE
OR CRUSHEDSTONELEVELING PAD 80Z.FILTER FABRIC L SUBCVT(SEE NOTE 2)
TYPICAL GRAVITY WALL SECTION
(SECTION LOCATIONS SHOWN ON WALL PROFILES)
COPYRIGHT(c)201 Z BY CIVIL DESIGN PROFESSIONALS
- : CRTILDESIGN �B Pour IteBW a2549
N,, U.- R.+.t— 14r BTD CANDY COVE 25493 1 Hereby certify tha thin plan.s cation,m report wa"prepared ty toe or under
r diner m 1 rend lut n a du Licemed Profeaional En sneer under,the
I > 2 PRIOR LAKE,MINNESOTA Na Law"of dte State of tan
8609 LYNDALC AVENUE SOUTH,SU1111 zoo ildr: `•^f�Iei,(,t t�
BLOOMINGTON.MN 55420 part, Sl�nr No: JJ
PI(ONF..:(952)30353121 FAX:(761)1911989 5 ULY 19,Zolz TYPICAL GRAVITY WALL SECTION D :
WEBSitE:WWW.CDP•IiS.0O3f 6 10 MIAmIRlohmon,P.E.
I
v,
• ! I f 1
f
( i '
i
6.5"X 26"RECON CONCRETE STEP UNITS i
- GENERAL NOTES:
CRUSHED STONE 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
1.08' RESISTANCE TO SETTLEMENT.
?. STEP UNITS SHALL HAVE A I' (FEET) MINIMUM CRUSHED STONE LEVELING
1 ( PAD.
i
i 18. SEI: MANUFACTURI:R INFORMATION FOR ADDITIONAL DETAILS ON THE.
RECON RETAINING WALL SYSTEM. THE MANUFACFURER INFORMATION
SHALL ACCOMPANY THI'CONSTRUCTION PIANS.
19. CIVIL DESIGN PROFESSIONALS, INC. SHALL NOT BE LIABLE FOR
1- CONTRACTOR NEGLIGENCE.
g
0
0
v
14.63'
TYPICAL STAIRCASE SECTION AA
(SECTION LOCATION SHOWN ON SITE PLAN)
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
r -1 Dr
CIVILDESIGN N' ihre k,.i„.r I re JBTD rrwnr Ii a1>rrat25493
_ I�, 1 hereby certify dmt Erie plan, 1(i<adon,or report a�prepared try nm or under
CANDY COVE my direct aupervido and tha ,a duly Licetnal Pmfeaaionel Eng(neer under tlm
3 x t 2PRIOR IAKEMINNESOTA
,
I t (} k i,r (aa�of rhe Sr"te of inn,,
<yccr Na
3 V-5' 11-099
M9 LYNDALG AVENUE SOUTH,SUIL'_(ID
ftLOO5/1NOTON,MN 55420 a
1 art: Slra�r ND-
7—
m:
6 ` v
PIIONE:c95')703.53121 pAX:(763)392,19&9 s ' TYPICAL STAIRCASE SECTION r
WONIF.:"'v"cDplUs.00M JULY 19,2012 � 1
Mutual R.1.hu n,Rr
BASE LEVELING PAD NOTES; 6"MIN UNREINFORCED CONCRETE NOTES:
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
UNREINI'-ORCEDCONCRETE. CONCRETE SHIM OR PERFORATED PVC DRAINPIPE WRAPPED WITH GEOTEXTILE
2. THE BASE FOUNDATION SHALL BE APPROVED BY THE SITE GEOTECHNICAL CRUSHED STONE FABRIC.
ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD. LOW PERMEABLE SOIL 2. THE PLACEMENT OF THE DRAINAGE SYSTEM SHALL OCCUR
RECON TOP BLOCK RECON TOP UNIT
ONLY DURING THE CONSTRUCTION BACKFILLING.
r' :.
4"DIA TEE FITTING 4"DIA DRAINPIPE
RECON FULL BLOCK 16"STEP ,
ELEVATION
- UNIT FACE
60
6"MIN 6"MIN °
c
]'RECAST OR FIELD
CUT BLOCK TO
EXCAVATION LIMITS ,, RECON MIDDLE UNIT y OUTLET DRAINPIPE
r RECON RCT UNIT
6"MIN UNREINFORCED CONCRETE / RECON TOP UNIT RODENT GUARD RECON BLOCK
OR CRUSHED STONE LEVELING PAD \ 72"
SECTION
1 RECON/BASE PAD ISOMETRIC VIEW 2 LEVELING PAD DETAIL 3 TOP OF WALL STEP DETAIL 4 DRAINAGE OUTLET DETAIL
12 SCALE: N.T.S. \1.2j SCALE: N.T.S. 12 SCALE: N.T.S. 12 SCALE: N.T.S.
48"±
3"OF SOIL FILL IS REQUIRED BETWEEN PLACE ADDITIONAL
<a
RECON TOP UNIT OVERLAPPING GEOGRID FOR PROPER GEOGRID WHEN
16" ° .d WIDTH: 48" ANCHORAGE ANGLE EXCEEDS 20°
16" ed a . DEPTH: 24"
. "
WEIGHT: 970 LBS � O
4.
RECON ELEVATION VIEW �` " CORNER TOP BLOCK — �
WIDTH: 48"
DEPTH: 24" .1 C)
HEIGHT: 16" - �
WEIGHT: 1401 LBS = /
CORNER TOP BLOCK ISOMETRIC VIEW
RECON 24"UNIT
/J p
WIDTH: 48" A
Y DEPTH: 24"
HEIGHT: 16" f�
WEIGHT: 1411 LBS MINIMUM W RADIUS-
16'
_ ROW
. " : � �; INSIDE CURVE: 14'A"
GEOGRID SHALL BE PLACED ON
" d '•�, (BOTTOM OF 2 WALL)
d i ; RECON 39"UNIT OUTSIDE CURVE: 13'-1 1/4" LEVEL BACKFILL AND EXTENDED UP
N I WIDTH: 48` FACE
DEPTH: 39" (TOP OF WALL) UNIT. PULL OG IDTAUT IT PLACE NEXT
AND
" HEIGHT: 16" BACKFILL STAKE AS REQUIRED.
WEIGHT: 2201 LBS
�--- 48"± RECON 60"UNIT
RECON PLAN VIEW WIDTH: 48"
DEPTH: 60"
RECON UNIT DETAIL 12 SCALE: N.TS, WEIGHT: 3000LBS
HEIGHT: 16" 6 GEOGRID INSTALLATION ON CURVES 7 GEOGRID DETAIL
MIDDLE UNIT ISOMETRIC VIEW \1.2j SCALE: N.T.S. \.L2j SCALE: N.T.S.
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
_ lwgnnl Dy: Prolur. R'osomo"Na
CAVILDESIGN
N,. IL,v Revisiutt "' BTD 1 her<F+y aiiS that this ylan,speciliration,or report w.0 pepared lq•me tx un.kri DANDY COVE 25493 .,y direct wpe 'i—anJ t i t a duh'Ll—,d PrA—innai N pincer under dx
i 7
Sale: PRIOR LAKE,MINNESOTA PmieaNa ��„ldtestate 1A1rn„ty .
AS NOTED 11-099
8609 LYNDALE"V 110E SOU 111,St.'I I L Zoo
D1.00MINGTON,UN 55420 lhtr. Sheet Nm l i..,. \ _yLYJ•'
vNONF:cnzlwis3iz,t;,><n6},}9b1989 TYPICAL UNIT DETAILS
vuFDs IT::W%'ay.Cuva!s.c0u JULY 19,201 2
Atirharl R hhn.<,u,,P.1>.
PART 1: GENERAL 2.02 RECON UNITS 3.02 FOUNDATION SOIL 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 A. GEOGRID SHALL BE THE TYPE AS SHOWN ON THE DRAWINGS COMPACTED BACKFILL MATERIAL.
TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION
DRAWINGS. HAVING 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
2.05 DRAINAGE AGGREGATE MODULAR UNITS. COMPACTION SHALL BE TO 95% OF STANDARD
CONSTRUCTION. PROCTOR DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM
B. ASTM D698 LABORATORY COMPACTION CHARACTERISTICS USING A. REINFORCED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC D698. FOR CRUSHED ROCK, MATERIAL SHALL BE DENSELY
STANDARD EFFORT. MATERIAL MEETING THE FOLLOWING GRADATION: 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 2" 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 SHALL
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/REINFORCED BACKFILL ALIGNMENT. ALIGNMENT MAY BE DONE BY MEANS OF A STRING LINE
A. RETAINING WALL UNIT-A PRECAST CONCRETE SEGMENTAL FACING A. BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL OR OFFSET FROM A BASE LINE.
BLOCK THAT IS ABLE TO BE ARRANGED, STACKED, PLACED, MEETING THE FOLLOWING GRADATION: C. SWEEP EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT
COMBINED, OR INTERCHANGED EASILY INTO AN ASSEMBLED WALL SIEVE SIZE %PASSING COURSE. ENSURE THAT EACH COURSE IS COMPLETELY UNIT FILLED,
SYSTEM. BACKFILLED AND COMPACTED PRIOR TO PROCEEDING TO NEXT
100 COURSE.""
B. DRAINAGE AGGREGATE - CLEAN I" MINUS CRUSHED ANGULAR 22100-75 3.05 GEOGRID INSTALLATION
ROCK LOCATED WITHIN AND IMMEDIATELY BEHIND THE
RETAINING WALL UNITS TO FACILITATE DRAINAGE AND AVOID NO.4 20-100 A. GEOGRID SHALL BE LAID AT THE 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 " AND GROOVE AND UP THE UNEXPOSED FRONT EDGE OF THE
B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2 UNLESS
THE REINFORCED SOIL ZONE. FIELD TESTS HAVE BEEN PERFORMED TO EVALUATE POTENTIAL BLOCK.
D. GEOGRID -A GEOSYNTHETIC MATERIAL MANUFACTURED OF HIGH STRENGTH REDUCTION TO INSTALLATION. B. THE GEOGRID SHALL BE PULLED TAUT (50LBS/I T) TO ELIMINATE
TENSILE MATERIALS 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 TO AND DURING BACKFILL
E. LEVELING PAD-AN UNREINFORCED CAST IN-PLACE OR COMPACTED PLASTIC CLAYS OR ORGANIC MATERIALS) SHALL NOT BE USED IN AND COMPACTION.
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 A 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 RETAININGDETERMINED IN ACCORDANCE WITH ASTM D698. THE IN PLACE
PART 3: EXECUTION 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
H. 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 THE 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 W 2012 BY CIVIL DESIGN PROFESSIONALS
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