HomeMy WebLinkAbout071912_-_Retaining_Wall_Drawings_-_11-099_Signed_Plans_071912 CANDY COVE
1
PRIOR LAKE MINNESOTA
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 IS NOT PERFORMED BY THE SITE GEOTECHNICAL ENGINEER, A
QUALIFIED GEOTECHNICAL ENGINEER/TECHNICIAN SHALL BE CONSULTED
IN THOSE MATTERS PERTAINING TO THE SOIL CONDITIONS AND WALL
4) C y SOIL TYPE PERFORMANCE.
REINFORCED SOIL 32` 0 PSF 120 PCF ONSITE POORLY 2. 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 PCF ONSITE POORLY COMPACTED EMBANKMENT MATERIAL SHALL BE REMOVED AND REPLACED
GRADED SAND AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO
PROVIDE ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT.
FOUNDATION SOIL 32a 0 PSF 120 PCF ONSITE POORLY
GRADED SAND 3. ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR
GROUNDWATER CONDITIONS. ANY ADDITIONAL DRAINAGE PROVISIONS
SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY THE SITE REQUIRED IN THE FIELD SHALL BE INCORPORATED INTO THE WALL
GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 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
ENGINEER, MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED
SURCHARGE LOADINGS: DESIGN PLANS OR SPECIFICATIONS.
LIVE LOAD: 50 PSF SHEET INDEX
DEAD LOAD: NONE 5. ALL SOIL BACKFILL SHALL BE TESTED BY THE GEOTECHNICAL ENGINEER
BACK SLOPE: NON SHEET DESCRIPTION FOR MOISTURE, DENSITY, AND COMPACTION PERIODICALLY (EVERY 2'
SEISMIC: NOT APPLICABLE VERTICALLY, IW-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
ON THE WALL PROFILES, WITHOUT FAILURE OR EXCESSIVE SETTLEMENT, S. WALL 4 ELEVATION CONTROL
LOCAL BEARING CAPACITY SHALL BE CONFIRMED BY THE SITE
GEOTECHNICAL ENGINEER AFTER FOUNDATION EXCAVATION AND PRIOR 6. WALL 5 ELEVATION
TO WALL CONSTRUCTION. 7. ALL WALL ELEVATIONS, GRADES,AND BACK SLOPE CONDITIONS SHALL BE
7WALL 6 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
12. TYPICAL UNIT DETAILS
13. SPECIFICATIONS
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
im
`�T Designd Or. I'.o6,.i licginration Na�I V L LDESIGN 1 1111 BTD 25493 I hereby mrtify thnt p a iliatton,or report was ptepered Vry me or under
CANDY COVE u,direct supervislo nd t I i a duly Licensed Professional Eryllneer under the
�t� PRIOR LAKE,MINNESOTA r.,,)<tNo laws of the State of meo
3 N/A 114%
8609 LYNDAI.II AVI NU G$111111,til A IE'W � Iai'. sheet No: �����+�
BLOOMiNGI"ON,MN 55420 5 Dam: TITLE SHEET
PHONE:(952)3033312 1 PAX:(763)392-1989 JULY 19,2012 Darr:
BSI
WETE:WWW.CI)NACOM 6 1 Michael R.Johnson,P.E.
NOTES:
1. THE SITE PLAN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. IT WAS
REPRODUCED FROM STONEBROOKE, INC. GRADING PLAN (PROJECT
#10-122)DATED 09/30/2011. 0 20 40 60
2. THE CONTRACTOR SHALL VERIFY INVERTS OF PROPOSED AND EXISTING
UTILITIES TO ENSURE THERE ARE NO CONFLICTS.THE ENGINEER SHALL s GRAPHIC SCALE IN FEET
BE CONTACTED IF CONFLICTS ARISE AND AN ALTERNATIVE DESIGN MAY
BE REQUIRED.
1
END WALL END WALL 4
5 4
END WALL
BEGIN WALL
Z END WALL
END WALL BEGIN WAI L
END WALL ,�
BEGIN WALL
BEGIN WALL
END WALL 6 J5ti BEGIN WALL
4�
4
COPYRIGHT Q 2012 BY CIVIL DESIGN PROFESSIONALS
De W-i Bv: P-j", lk kt stiun No:
IFIL DESIGN N D"� �"`'°" 25493 I herehy supe that favi plan,", .1t,n,or repot was prepared i ore or enter
1 BTD CANDY COVE ery tlrect supervisio ant that 1,I a d •Lircnsal Professional Enpineer under the
god? qq PRIOR LAKE,MINNESOTA laws or the state A ,I
2 Project No:
3 1"-20' 11-099
8609.LYNDALE AVF.NI.IB SMnl,SUI"FE 2W 4
B1.00MINGTION,MN 5547-0 5 Date: SITE PLAN
PHONE:(9 52)303•.5312 1 FAX:(763)192-1989 Sheet Nu:
WEBSHE:WWW.CDP-US.00M 6 JULY 19,2012 Date:
Michael R.Johnson,P.G.
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 60" DEEP UNITS CB - 24"DEEP MIDDLE CORNER BLOCK 44
USING THE 3.(i BATTER. T - 24"DEEP TOP BLOCK 134
HT - 24"DEEP HALF TOP BLOCK l
GEOGRID REINFORCEMENT.
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO 24M - 24"DEEP MIDDLE BLOCK 292I
21-1 - 24"DEEP HALF MIDDLE BLOCK 10
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS
SHOW. 246 - 24"DEEP BOTTOM BLOCK 132
2HB - 24"DEEP HALF BOTTOM BLOCK 6
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. 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 3HB - 39"DEEP HALF BOTTOM BLOCK I
SHALL ACCOMPANY THE CONSTRUCTION PLANS.
60B - 60"DEEP BOTTOM BLOCK l
61-18 - 60"DEEP HALF BOTTOM BLOCK 1
w -
� SHEET 02
z p 10 C] o .a oo w oo ao .a o w o a-I
W w o z SKEET �; o O Z SHEET d
< z o to Q z o to Q
W W ; w
EL-908.00 3 'fir
z 908.00 908.00 z EL= 13.33 EL=918.67 EL-918.67
p LCT LCLJ_ I;TeI- p F
[� 906.00 2 CB 24M 2H 906.00 ZO 914.00 914.00 z 920.00 920.00
39M CB 39M y 39B Q
904.00 904.00
W 6H6 CB 60B W [ 912.00 LCT LCT T T 912.00 O 918.00 LCT LCT T l' T T 918.00 0-
902. 902.00 2 CB 24M 24M _ 2H ¢ 2H CB 24M 24M 24M 24M 2H
W W 910.!)0 24M CB 24 24M 24B 910.00 ¢ 916.00 916.00
3HB CB 39B 39B W 24M CB 24M 24M 24 24M 24B
EL=902.67 w 908.00 908.00 1 914.00 2HB CB 24B 24B 24B 4B 914.00
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
EL=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) I DEPTH(FEET)
(SERIES 50 UNITS-3.6°BATTER) (SERIES 50 UNITS-3.6°BATTER) (SERIES 50 UNITS-3.6°BATTER)
DIST ALONG DIST 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(c)2012 BY CIVIL DESIGN PROFESSIONALS
Draianai By: Pmjns: Replsrrarla+Na
I hereby certilj�th [hlx plan .1 firntion,or report waa prepnced LN me or under
CINTILDESIGN No. Darr It s;on I BTD
I CANDY COVE 25493 my dlrcct supervisf n and th, n duly Llcenaal Pro(enalonal&sSlneer under d+r
OP2 k le: PRIOR LAKE,MINNESOTA P ojat Nu. lawn of the State of in
IO'
Sti091.YNDALE AVENUIf SOU 171,SUITE:A11 -L 1"- 11-0994 Ndr:
BLOOMINGEON.MN 55420 Darr: WALL 1 2 AND 3 ELEVATIONS Shn.r N":
PHONE:i9521303.53121 FAX:(763)392-1989 5 JULY 19,2012 t Dim,:
WEBSI-M..:WWW.CDPRUS.00M 6 3 Michael R.Johnsa+,P.E.
RECON BLOCK KEY:
GENERAL NOTES:
RCT - RIGHT CORNER TOP BLOCK 1.0
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"DEEPTOP 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
2HB - 24"DEEP HALF BOTTOM BLOCK 6
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39M - 39"DEEP MIDDLE BLOCK 2
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
60B - 60"DEEP BOTTOM BLOCK I
6HB - 60"DEEP HALF BOTTOM BLOCK 1
o o o t� o :4,0 Cl o °" o o �' o W
o d <I W oo -I v [U`J rl 00
W d SHEET N a o 2
m In d <T �� 'D Q W 10 � 00 q o q r a .-1
z 0 03 3q 0 9 � � � u
UuU
w
�, o a z o z71 0
Lr.1 wW
EL-918.67
920.00 TIE INTO WALL 6 920.00
918.00 EL-913.33 LCT T EL 913.33 918.00
916.00 TIE INTO WALL 7 24M 916.00
CB I 24M
Z 914.00 24M 914.00 z
0 912.00 r' =T�tI12AFTI.5XT @ 912.00 r f RCT T 34M 24M CB'I
2 24B 2 MI-AFrTxT- I4i0.67_ CB ---- CB ---- Ca TIE INTO WALL 5
910.00 24B 24n -4n _ cB 910.00
W 24B z CB =--- GB MIRAFI SXT @ 909.33 CB .._ w
w 908.00 ?-�-- vLIIRAM 5XT @ 908.00 / T T T 908.00 W
EL-910.67 CB zati 4B c _ ��__ H HTyRCr =- r r _ L r T _ T _ T_MIRAM 5XT @ 906.67
906.00 CB 24B T2
_ �- S CB --MIRAFI 5XT @ 905.33-- 906.00
904.00 24B 2 y�C /' MIRAFI 5XT @ 904.00 904.00
EL=906.67 24B 24B CB 24B 24B 24B 24B 24B 24B 24B 2 B ztb awn ! tYn 24B
902.00 902.00
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 Q 2012 BY CIVIL DESIGN PROFESSIONALS
-� -r DniOoi By. Proj- B,wisuarion No:
No D to it,isi�„ �. I hereby«reify that this plop,. r1 100,Ot tCp011 Wad p(epafttl UY IOC Or nn<1ei
CIVILDESIGN BTD CANDY COVE 25493 ry direct supervisl i and hat n n( ly Li eased Pnileasiunnl Engineer under the
--. 2 < PRIOR LAKE,MINNESOTA "« laws(>r the state r,r tnn<. ra
1 No:
3 1"-10, 11,099
8609 LYNDALE AVENUE SOUTH,SUITE 200 41
BLOOMINGTON,MN 55420 5 Dare: id<: SL<rt No
WALL ELEVATION Dam
:
PHONE:(952)303.53121 FAX(763)392,1989 JULY 19,2012
WEBSITE:WWW.CDP-US.COM 6 4 Mid-I R.Johnson,P.E.
RECON BLOCK KEY:
GENERAL NOTES:
RCT - RICHT 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"DEEPTOPBLOCK 134
GEOGRID REINFORCEMENT. HT - 24"DEEP HALF TOP BLOCK 1
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCM ENT 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 2
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
60B - 60"DEEP BOTTOM BLOCK 1
6HB - 60"DEEP HALF BOTTOM BLOCK I
o w Cl Ino to o to o to t
o o o to .j
00
oz oa oa oa oa GD 9c; 00 107 :) ,3
x R., a7 �7 �t
U O �, ca
Q z 1a z o z Q z
z z �z w
EL-908.00 EL=908.00
z 910.00 910.00 2
908.00 908.00
T T T T �f T MIRAFI 5XT @ 906.67-� T� �I T �T T T T T J T_ T T' RCT RCT
Q 906.00 ____ _______ �_ 1" CB :H 906.00 e�
——————— ——-MIRAFI 5XT @ 905.33——— ------------
,,.,.
904.00 MIRAFI 5XT @ 904.00 cB —'24M 904.00 w
1 24B ! 24B 2 B 24B 24B—,124B 24B 24n Yn crn 24B 24B 24B 24B 24B I 24B 24B 24B 24B 24B 245 2 B 24B !<' CB 21IB .a
w 902.00902.00 w
FINISHED GRADE AT
/ —
7 EL-902.67 BOTTOM OF WALL_
ALL EL®902.67
BEARING CAPACITY 1,550 PSF
REINFORCEMENT 13.0
DEPTH(FEET)
(SERIES 50 UNITS-3.60 BATTER)
DIST ALONG
WALL(FEET) T220.00
120 130 140 150 160 170 180 190 200 210 220
RECON WALL 4 - FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
D"ign."i By: Projn:t: Re"isvatim No:
No. Dem Reiainn 8y 25493 Tid-4
this pla r,lfl.tion,or report wa"prepared by me or under
CIVILDESIGN 1 BTD CANDY COVE n and I r n a duly Limmed Professional Engineer under the
C72 ah• PRIOR LAKE,MINNESOTA N.1mr No i ars1.
11-099
8609LYNDALPAVrNUL%OLtIn,SUDy200 4 1"-10' rde:
B4O0MING1 ON,MN 55420 I3nre. WALL 4 ELEVATION Shm Nn:
MOW;c952>3o_53121 rAK(763)392,1989 5 JULY 19,2012 D.—
WLBSLnI:www.GDN-n.COM 6 5R.Johnson,P.E.
O 14 O In O to O fn O In O to< co O W t!l
p SHEET' ,p Q ao Q 0, Q CA 1 Q
z w¢' 9 wd cd>' w¢ U PQ4
w z
z z z z � z
w m oa
TIE INTO WALL 4
EL e 913.33 EL=913.33
2 914.00 914.00 z
O 912.00
T T T T T T T T T T T T T T T' T 'T T T' T T T
LCr r r y r -�- - T T - MIRAFI 5XT @ 912.00--� - - ----- - - -- - 912.00 0
910.00 *rCB .�------ ------- - ----MIRAFI5XT @910.67---- --------- ------- ----------- 910-00
24B 24B 24B 24B 24B 24II 24B 2 B 2 B 24B 24B I? Pn�54Ce.>n34d 24B 2 B 24B 24B 24B I 24B 2 B 24B 24B 24B 24B 24B 248 24B 24B 2 >
908.00 908.00
W
906.00 - FINISHED W
FINISHED GRADE AT
EL-908.00 BOTTOM OF WALL EL m 908.00
BEARING CAPACITY 1,400 PSF
REINFORCEMENT 8.0
DEPTH(FEET)
(SERIES 50 UNITS-3.61 BATTER)
DIST ALONG
WALL(FEET)
0 10 20 30 40 50 60 70 80 90 100 110 120
RECON WALL 5 - FRONT FACE ELEVATION
GENERAL NOTES: Q M Q I z Q a Q
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND 60" DEEP UNITS 5 z 2 w w
USING THE 3.6°BATTER.
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO
GEOGRID REINFORCEMENT,
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS EL=913.33 EL=913.33
SHOW.
914.00 914.00
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. O T T T _ z
-t 912.00 -MIRAFI 5XT @ 912.00- -L T LCT,: R 912.00 O
1- MIRAFI 5XT @ 910.67-
7. cB _1 2H
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS Q 910.00 _�� iCB 24M 910-00 Q
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION B ra�t`�5KT��'Lwn 24B CB '777 24B '21-IB
SHALL ACCOMPANY THECONSTRUCTION PLANS. 908.00 908.00 w
W 906.00 906.00 W
FINISHEDGRADE AT
RECON BLOCK KEY: EL a 908.00 BOTTOM OF WALL
RCT - RIGHT CORNER TOP BLOCK 10 24B - 24"DEEP BOTTOM BLOCK 132 BEARING CAPACITY 1,400 PSF
LCT - LEFT CORNER TOP BLOCK 12 2HB - 24"DEEP HALF BOTTOM BLOCK 6
REINFORCEMENT 8.0
CB - 24"DEEP MIDDLE CORNER BLOCK 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
HT - 24"DEEP HALF TOP BLOCK 1 3HB - 39"DEEP HALF BOTTOM BLOCK I WALL(FEET) 150.00
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 I RECON WALL 5 , FRONT FACE ELEVATION
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
D"iRn I By: Proj,ct: Regi-d-No:
COP CIVILDESIGN No. Dan• Rn,eion Iq, I hemhy certify[hnt s plmi,"p lata nn of report of prepared i er n under
I BTD CANDY COVE 25493 my direct supervision nd t t I n a ulv iccneel Profesxlonal Engineer under the
P j I Il 2 Sale: PRIOR LAKE,MINNESOTA Proj t Nn: lawn of the Stnte of M .n o<
3 1"-10' 11-099 1
$6019 LYNDALE AVFNUE SOUTH,SUI IV'200 4 Title -1 \`�t t'L
BLOOMINGTON.MN 55420 Dan•: WALL 5 ELEVATION SI-,Na ` K
PIION6(952)303.5312 1 FAX:(763)392.19$9 5 J ULY 19,2012 Dat"
WEB.SI'IL:WWW.CDPUS.COM (3 Mlrhxcl R.Juhusun,P.F,.
o .-J c) P' 0 P4 o to CD to GO, v' 0 1n O w
G zzw N zw rt rl O '0 - z
a3 w' `' p4 SHEET ^ Q to Q tp Q o Q ry
z 0 0 9 � x
TIE INTO WALL 4
EL=918.67 EL=918.67
Z 920.00 920.00 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 0
I 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 E-
d 916.00 916.00 d
24M CB 24=W I 24M WA B 24M 2 M 24M 24M 24M 24M 2 24M 24M 24M 24M 24M 24M 2 24M 24M 24M 24M 24M 24M 24M 24M 24M 2
914.00 '48 24B I CB I 24B I 24B I CB M 24B I 24B 24B 24B 24B I 24B 1 1 I 24B I 24B I 24B I 24B 24B 24B 24B 24B 24B I 24B 24B I 24B I24BI 24B I24B 24B 248 914.00
w 912.00912.00 W
THE F/G GOES TO ZERO AT WALL 4 CORNER. FINISHED GRADE AIT/ -
GRADE TO ENSURE MAXIMUM EMBEDMENT. EL-913.33 BOTTOM OF WALL_
ALL EL-913.33
BEARING CAPACITY 1,200 PSF
REINFORCEMENT GRAVITY
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 6 - FRONT FACE ELEVATION o w o a o W o
GENERAL NOTES: 0� Q
w
1. WALLS SHALL BE CONSTRUCTED WITH RECON 24", 39", AND 60" DEEP UNITS
USING THE 3.6°BATTER.
2. WALLS 1, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO
GEOGRID REINFORCEMENT. EL=918.67 EL-918.67
3. WALLS 4 AND 5 REQUIRE MIRAFI 5XT SOIL REINFORCMENT AT THE ELEVATIONS z 920.00 920.00
SHOW. O 918.00 T I T T T T RCT RCT 918.00 Or
(~ 24M 24M 24M 24M 24M 24M 24M CB _ P
4. ALL UNITS NOT SHOW ON WALL PROFILES ARE 24"DEEP MIDDLE UNITS. d 916.00 , , ,
4M 24M 24M 4M 2 24M CB 4M 916.00 d
914.00 24B 246 24B 246 24B 24B 246 CB 2HB 914.00 w
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS �'1 912.00 912.00 W
FOR THE RECON RETAINING WALL SYSTEM.THE MANUFACTURER INFORMATION
SHALL ACCOMPANYTHE CONSTRUCTION PLANS.
FINISHED GRADE AT EL=913.33
BOTTOM OF WALL
RECON BLOCK KEY:
RCT - RIGHT CORNER TOP BLOCK 10 24B - 24"DEEP BOTTOM BLOCK 1.32 BEARING CAPACITY 1,200 PSF
LCT - LEFT CORNER TOP BLOCK 12 2HB - 24"DEEP HALF BOTTOM BLOCK 6 REINFORCEMENT GRAVITY
CB - 24"DEEP MIDDLE CORNER BLOCK 44 .39M - 39"DEEP MIDDLE BLOCK 2 DEPTH(FEET)
T - 24"DEEP TOP BLOCK 134 394 - 39"DEEP BOTTOM (SERIES 50 UNITS-3.6°BATTER)
BLOCK 3 DIST ALONG
HT - 24"DEEP HALF TOP BLOCK 1 3HB - 39"DEEP HALF BOTTOM BLOCK 1 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
DMgo d By: Proj- R.,k-doo Na
CIVILDESIGN No. Dan R isles; HY 25493 I y rebydi,e cnq that this Plan,I (cd.ly 1 or report fs Prepared in er n under
BTD CANDY COVE my direct aurxnision and at I n duly U«used Proreealonal Engineer under the
i
P 1, 1 f , 2 'alt: PRIOR LAKE,MINNESOTA IawaorthesteteorMi nr
Projrct No:
3 1"-1.0' 1 W99
8t0l.r BLO M AV INOTON,t IE MN 55,sung Zoo 4 rtl. WALL ELEVATION Sh",N.
�k t `t`•�
6LOOMINGTON,MN 55920 Dau:
PHONF:(952)3035312 1 FAX(763)3921989 5 )ULY 19,2012 ? Michael R.Johnson,P.E. Dau:
W MBSI t3::W W W.CDRUS.COM 6
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 3.60 BATTER.
CB - 24"DEEP MIDDLE CORNER BLOCK 44
2. WALLS I, 2, 3, 6 AND 7 ARE DESIGNED AS GRAVITY WALLS REQUIRING NO T - 24"DEEPTOP 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
2HB - 24"DEEP HALF BOTTOM BLOCK 6
5. SEE MANUFACTURER INFORMATION FOR ADDITIONAL CONSTRUCTION DETAILS 39M - 39"DEEP MIDDLE BLOCK 2
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
60B - 60"DEEP BOTTOM BLOCK 1
6HB - 60"DEEP HALF BOTTOM BLOCK l
C) a 8
z z� w
w
TIE INTO WALL 4
EL-918.67 EL=918.67
z 920.00 920.00 2
2 918.00 CCT T 'C T T T T T T T' T 1" 918.00 0
f— 2HB 24M 2 �
4 4 24M 24M 24M 24M 24M 24M 24M 24M 24M CB I
916.00 916.00
f� 24M 24M 24M 4M- 24M I 24M I 24M 24M I 24M 24M 24M 24M
914.00 24B I 24II I 24B I 24B I 24B I 24B I 24B 24B I 24B I 24B I 24B I CB 914.00
w 912.00 912.00 w
FINISHED GRADE AT
EL¢916.00 BOTTOM OF WALL_
ALL EL-913.33
THE F/G GOES TO ZERO AT WALL 4 CORNER.
GRADE TO ENSURE MAXIMUM EMBEDMENT.
BEARING CAPACITY 1,200 PSF
REINFORCEMENT GRAVITY
DEPTH(FEET)
(SERIES 50 UNITS•3.6°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
-difty D,0-1 l>'r: Projicr 12egisvarh",Nee
�I `� I herelq�certify that this pla i,s �i ion,or report was prepared by mr or under
4'I L,DESIGN No. (hrc RMA— 1'' BTD CANDY COVE 25493
1 my direct supeNlBinn ul tl t 1 t W, ed Llmnaed Professional Engineer under the
csy
2 alr: PRIOR LAKE,MINNESOTA Project Na Inwsol'theStnteofM nest
]1-099
F
$6091YNDALE AWNI. SOLI-17i, 4 SUI I E 200 1"-10' rtl": °'1�t•��lL
BIOOMINUFON MN 554.0 D r, WALL 7 ELEVATION Shan No.
PHONE,(952)3035312 l FAX(763)3931989 5 JULY 19,2012 o Dam:
W ilst d:WWW.CDP•US.COM (3 O Michail R.Jolmson,P.E.
GENERAL NOTES: GENERAL NOTES: GENERAL NOTES:
L THE SECTION SHOWN IS 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 Y 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.
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 1H: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. CML 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 12. CONTRACTOR SHALL PROACTIVELY COORDINATE RETAINING WALL
UNITS USING THE 3.6"BATTER. ;
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. 1
8"LOW PERMEABLE SOIL
7. THE DESIGN FOR WALLS 4 AND 5 REQUIRES MIRAFI 5XT SOIL
REINFORCEMENT AT THE ELEVATIONS SHOWN.
i
*.
6.oa Mw
6.00'MIN
EL-918.67 "!
24"TOP BLOCK "" �' •"
24"MIDDLE BLOCK 24M
J APPROXIMATE LIMITS
OF EXCAVATION
4M
4 MIN ;::«::;' : .;::
APPROXIMATE DEPTH OF PROPOSED
.`24aBOTTOM,BLOCK FOUNDATION IS UNKNOWN
4B '.;•'4"PVC DRAIN PIPE
E L 91 2.3I :•,(SEE NOTE 9)
WALLS I t• F�`^ 3¢"MIN LEVELING PAD TYP.
12 MIN DRAINAGE ZONEe
_4M •:"r•.::••• REINFORCED BACKFILL .;?;�✓
(I"CRUSHED STONE) r-
a• +8.00�•-�--�-��-,�' -_ .•", +"Y
4 MIN
1i 24B ;4"PVC bRAI13 PIPE- ,%:i
EL 008.00 "x (SEE NOTE 9)
WALL 4 T 6"X 3¢"IvI11V]EV6LING PAD TYP. SEE NOTE 3
IRA
i,r." '`13.00'•+w!`,9,,.,,,�'•. ;• ;��
FINISHED GRADE 3.6"I — r V
24M_ _ 4"PVC DRAIN PIPE
(SEE NOTE 9)
24B
E1.-902.67 LOW PERMEABLE SOIL `
7/7
1L_ JI 1 t_ ]I "D
12"X 36"MIN UNREINFORCED CONCRETE I
OR CRUSHED STONE LEVELING PAD 8 0Z,FILTER FABRIC `SUBCUT(SEE NOTE 2)
TYPICAL REINFORCED WALL SECTION
(SECTION LOCATIONS SHOWN ON WALL PROFILES)
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
i -1
�' DaI"aal Pralccr Reglstradon No: 1 hereby certify that tl s plan,s 1 ,r n,m report was prepared
CIVILDESIGN NI �� RNId"a BTD CANDY COVE 25493 v by me n erth,
my direct superviafon d t at I n� d y Licetued Prokaional Engineer under rL:�
1 L 2 stae. PRIOR LAKE,MINNESOTA Pr,6eerNa laws of the Stale of MI no
1 1"-5' 11-099
8609 LYNDALE AVI;Nl1I.til rri i I I,Sl i1 I E 200 4
BLOOMINGTON.MN 55420
ate: TYPICAL REINFORCED WALL SECTION Slwet No:
PHONE:(952)30153t2 I FAX(763)61)3 7961989 5 ]ULY 19,2012 Do,
WEBSIIE:W W W.CDP.US.COM 6 7 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 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 PLAN RESPECTIVELY. DELAYS AND CONSTRUCTION COSTS.
8. LOW PERMEABLE SOIL LOCATED BEHIND THE WALL SHALL FOLLOW THE
2. UPON EXCAVATION, WHERE 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 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 Y 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 1H:1V 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 SHALL NOT BE LIABLE FOR CONTRACTOR
UNITS USING THE 3.6°BATTER. 11. WALLS 1 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'MIN
8"LOW PERMEABLE SOIL
EL-918.67
WALL 3 T
�'�-� 24M !~'� APPROXIMATE LIMITS
3,6"I :', OF EXCAVATION
24M
8 MIN
::•.ir
24B PVC DRAIN PIPE /
�"•
EL-913.33 (SEE NOTE 9)
24"TOP BLOCK T
12"MIN DRAINAGE ZONE 24M
(1"CRUSHED STONE) 39"BOTTOM BLOCK 6"X 36"MIN LEVELING/PAD TYP.
t 8r IN WALL2 24M P .`'; ':.. ._;a :°•:F••.,'.;::I
::4"PVC DRAIN PIPE
396 •>: (SEE NOTE 9) J
EL–908.00 x -+ .,.• •i 6"X 36""MINFLEVE
LING PAD'IYP.
WALL t r .a t: – r.• ."":>'
24"MIDDLE BLOCK 24M ? {' RETAINED SOIL
" FINISHED GRADE .4tr
39"MIDDLE BLOCK 39M _ _ �,e._–_i• M; 4"PVC DRAIN PIPE
SEE NOTE 3
(SEE NOTE 9) /
60"BOTTOM BLOCK 60B
EL–902.67 � LOW PERMEABLE SOIL I f
L\\ / I1
I \,- I - - - - - - - - -
12"X
1 1 1
— y
12"X 72"MIN UNREINFORCED CONCRETE
OR CRUSHED STONELEVELING PAD 8 OZ.FILTER FABRIC SUBCUT(SEE NOTE 2)
TYPICAL GRAVITY WALL SECTION
(SECTION LOCATIONS SHOWN ON WALL PROFILES)
COPYRIGHT(c)2012 BY CML DESIGN PROFESSIONALS
—r-r' Oniyned by: pwjm Registration No: 1 here •eeni
-
CIVILDESIGN R`~tr'�' BTD re e tha this plan,a duly,or report was prepared Lry er n under
l CANDY COVE 25493 my direct aupervlal and hat n a duly Ucenaed Professional&aµfneer under the
( _- .1 2 Scala PRIOR LAKE,MINNESOTA Protea No: law"o(tlm Smtc of Imr to
1 L - 3 1"-5' 11-099
I 'SWLYNDAI.I.AVI:NUI:S0UI71,SI:171:200 lirlr. ����1 �L
PHONE:(95)303-5312 1 FFAX(763MINOTON.MN u3921989 5 °J TYPICAL GRAVITY WALL SECTION Shcer No: l'
JULY 19,2012 1 Q Da
WE0SI7L W WCV.CDP•US.COM (j Mkl:ael R.Johnson,P.E.
14.63'
I�
6.5"X 26"RECON CONCRETE STEP UNITS
GENERAL NOTES:
1. STAIRS SHALL CONSIST OF RECON 6.5" HIGH X 26" DEEP X 48" WIDE STEP
CRUSHED STONE UNITS. STEPS SHALL BE DOUBLE STACKED FOR INCREASED STABILITY AND
RESISTANCE TO SETTLEMENT.
1.08' ,�ya
2. STEP UNITS SHALL HAVE A 1' (FEET) MINIMUM CRUSHED STONE LEVELING
i PAD.
y 18. SEE MANUFACTURER INFORMATION FOR ADDITIONAL DETAILS ON THE
Y {° , RECON RETAINING WALL SYSTEM. THE MANUFACTURER INFORMATION
SHALL ACCOMPANY THE CONSTRUCTION PLANS.
°r
. S-_ 19. CIVIL DESIGN PROFESSIONALS, INC. SHALL NOT BE LIABLE FOR
CONTRACTOR NEGLIGENCE.
0
0
0
0
v
14.63'
TYPICAL STAIRCASE SECTION A A
(SECTION LOCATION SHOWN ON SITE PLAN)
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
Designnl l;y: Prolcc r: Rcgl—tiw Na 1 hereby arta that this Inn,a iii:tion,or report was prepared
CIVILDESIGN N<,. D,r,• R"ww, fly BTD 25493 , N ml N v b n,e<,r ander
1 CANDY COVE my direr supervisio and do I a duly Licensed Pro&aslonal Engineer under the
2 ave: PRIOR LAKE,MINNESOTAPri<•a No- laws of the State of int,
o
3 V-5' 11-099
8609LYNDALEAVI>NLIi3SOt)'lli,SLI17E2(1(1 4
BLOOG;MINI ON,MN 55420 Dam: Shoot No: `
PI-ZONE:(952)303-5312 1 PAR:(763)392.1989 5 TYPICAL STAIRCASE SECTION . D.-
WEBS]
.-
WEBSrlT,,www.cDP.l;s.cOM 6 JULY 19,2012 11 Michael R.Jnln»on,PX.
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
UNREINFORCED CONCRETE. CONCRETE SHIM OR PERFORATED PVC DRAINPIPE WRAPPED WITH GEOTEXTILE
CRUSHED STONE FABRIC.
2. THE BASE FOUNDATION SHALL BE APPROVED BY THE SITE GEOTECHNICAL
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.
. .:,- ._
4"DIA TEE FITTING 4"DIA DRAINPIPE
RECON FULL BLOCK 16"STEP
ELEVATION
UNIT FACE
°
4 6"MIN 60" 6"MIN 4.
PRECAST OR FIELD
CUT BLOCKTO
_, . OUTLET DRAINPIPE
EXCAVATION LIMITS 'x RECON MIDDLE UNIT
a
t RECON RCT UNIT
6"MIN UNREINFORCED CONCRETE RECON TOP UNIT RODENT GUARD PEC
OR CRUSHED STONE LEVELING PAD 72"
SECTION
1 RECON/BASE PAD ISOMETRIC VIEW 2 LEVELING PAD DETAIL 3 TOP OF WALL STEP DETAIL tT N DRAINAGE OUTLET DETAIL
12 SCALE: N.T.S. 12 SCALE: N.T.S. \.L2j SCALE: N.T.S. \�L2J SCALE: N.T.S.
48"± —� PLACE ADDITIONAL
RECON TOP UNIT 3"OF SOIL FILL IS REQUIRED BETWEEN
OVERLAPPING GEOGRID FOR PROPER GEOGRID WHEN
4.• 16" ° ;, WIDTH: 48" ANCHORAGE ANGLE EXCEEDS 20"
'a HEIGHT:
24"HEIGHT
16" ° •
° : 1G" z
4. b ° WEIGHT: 970 LBS n O
G d
RECON ELEVATION VIEW « CORNER TOP BLOCK
WIDTH: 48"
HEIGHT: 16"
CORNER TOP BLOCK ISOMETRIC VIEW WEIGHT: 1401 LBS - -
RECON 24"UNIT - = =
WIDTH: 48"
+I DEPTH: 24"
HEIGHT: 16" -
MINIMUM WAIL RADIUS:
-- -- ----- -- WEIGHT: 1411 LBS
rn 16" c i i INSIDE CURVE: 14'-0" GEOGRID SHALL BE PLACED ON
" ° (BOTTOM OF 2 ROW WALL)
", RECON 39"UNIT LEVEL BACKFILL AND EXTENDED UP
WIDTH: 48" OUTSIDE CURVE: 13'-1 1/4"
N , (TOP OF WALL) TO THE FACE OF UNIT. PLACE NEXT
DEPTH: 39" UNIT. PULL GRID TAUT AND
HEIGHT: 16" BACKFILL..STAKE AS REQUIRED.
WEIGHT: 2201LBS
48"± �9 RECON 60"UNIT
RECON PLAN VIEW WIDTH: 48"
DEPTH: 60"
s RECON UNIT DETAIL HEIGHT: 16" 6 GEOGRID INSTALLATION ON CURVES 7 GEOGRID DETAIL
12 SCALE: N.T.S. MIDDLE UNIT ISOMETRIC VIEW WEIGHT: 3000LBS 12 SCALE: N.T.S. \,L2j SCALE: N.T.S.
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
CIVILDESIGN
D igned 13r: Pro)«�r. Rig1mana:N": 1 hereby certify tlwt thix plan,spalflcation,or rc{x rt wns prepared lh•me tx under
rNn. [)aro R<vision lA' BTD 25493 my direct supe •ion and tl t I a duly Lieiued Prof<aslonal Engineer under the
1 CANDY COVE
2 k l< PRIOR LAKE,MINNESOTA Prgect N. �w""rd,e srat< 1 Mlnnrm
AS NOTED 11-099
86119 LYNDALE AVENI JE SOU I"11,Sl 111E 200Iid,
1"'00MIN(3TON,MN 55420 5 Dat<: TYPICAL UNIT DETAILS "'-t No Dan•: ` _{r�•V'
PHONE:(952)303-53121 FAX(763)391-1989 JULY 19,2012
WF.O.SI 1 GW
:WW .CDP•US.COM 6 12 MIA-M.lohuson,P.E.
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 PCF. 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 HAVING THE PROPERTY REQUIREMENTS DESCRIBED WITHIN THE 3.03 BASE LEVELING PAD
DRAWINGS. MANUFACTURER'S SPECIFICATIONS AND REQUIRED BY THE DESIGN.
C. WORK INCLUDES FURNISHING AND INSTALLING ALL RELATED 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 THE 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 SHALL
NO.4 0110 BE CHECKED FOR LEVEL AND ALIGNMENT.
PART 2: MATERIALS NO.200 o-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,
BACKFILLED AND COMPACTED PRIOR TO PROCEEDING TO NEXT
SYSTEM. 211 100 COURSE.
B. DRAINAGE AGGREGATE - CLEAN 1" MINUS CRUSHED ANGULAR 3/4" 100.75 3.05 GEOGRID INSTALLATION
ROCK LOCATED WITHIN AND IMMEDIATELY BEHIND THE
RETAINING WALL UNIT'S 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 B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2" UNLESS AND GROOVE AND UP THE UNEXPOSED FRONT EDGE OF THE
THE REINFORCED SOIL ZONE. BLOCK.
FIELD TESTS HAVE BEEN PERFORMED TO EVALUATE POTENTIAL THE GEOGRID SHALL BE PULLED TAUT (50LBS/FT) TO ELIMINATE
D. GEOGRID -A GEOSYNTHETIC MATERIAL MANUFACTURED OF HIGH STRENGTH REDUCTION TO INSTALLATION. B. LOOSE FOLDS AND PRETENSION THE REINFORCEMENT. STAKE TE
TENSILE MATERIALS SPECIFICALLY FOR THE PURPOSE OF 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
CRUSHED STONE PAD WHICH SERVES AS A FLAT SURFACE FOR THE REINFORCED SOIL MASS.
C. CORRECT ORIENTATION(ROLL DIRECTION)OF THE GEOGRID SHALL
PLACING THE INITIAL COURSE OF PRECAST UNITS. D. CONTRACTOR SHALL SUBMIT RETAINED FILL SAMPLE AND TEST BE VERIFIED BY THE CONTRACTOR.
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 RETAINING DETERMINED IN ACCORDANCE WITH ASTM D698. THE IN PLACE
WALL REINFORCED BACKFILL E THE SOIL IMMEDIATELY BEHIND PART 3: EXECUTION MOISTURE CONTENT SHALL NOT EXCEED THE OPTIMUM MOISTURE
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 M 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 Y OF THE BACK SURFACE OF THE CONCRETE
MATERIALS BEYOND LINES SHOWN. UNITS.
COPYRIGHT(c)2012 BY CIVIL DESIGN PROFESSIONALS
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Designed By: Project �/r don N. 1 herckN certify tho this plan +, i;atlon,or report was prepared by me or under
CIVILDESIGN �� "`""°" BY BTD 25493 my direct aupervisl and th I n 1 July Licensed Profeaelonel Engineer under the
CANDY COVE
L PRIOR LAKE,MINNESOTA laws of the State o Ouu ,
Projecr Na.
3 N/A 11-099
8609 LYNUALE AV I:NU E S"'111,slit 11:200 4 Shat No:
Tide:
BLOOMINGTON,MN 55420 1 L.u: _ Due
PRON&(952)30}5312 1 PAX(76))392,1989 5 JI-31-Y 19,2012 SPECIFICATIONS 13 Michnrl R.Jul--,P.E.
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