Parkside Commerical Center 10904 57th St NE (8) BIG PLANSRIP RAP AT OUTLETS
(NOT TO SCALE) 4 B
r
0
0
0
RIPRAP
21
0
A
I A= %
L= - -----
0 0
2-
0
4
-9 -Ad a 2- RI P_ E LA P_ B F.QVIKM ft I R B 11
12' TO 224* 4 CUBIC YARDS --------- 4'
27" TO, Z3" 8 CUBIC YARDS
36* TO 148* 12 CUBIC YARDS PLAN
W AND UP 16 CUBIC YARDS
(ONE CUBIC YARD IS APPROAMATELY Z800 LBS.)
mirmw
---------
.... ..
GRANULAR FILTER
-----BLANKET OR
SECTION A -A GEOTEXTILE LINER
N0JEL
GRANULAR FILTER BLANKET REQUIRED
UWDER RIPRAP OR 2 LAYERS OF 50OX
RIPRAP
MIIRAFI FABRIC OR EQUAL
12"
BLANKET OR
GRANULAR FILTER
GEOTEXTILE LINER
SECTION B-B
STANDARD CATCH BASIN
(NOT TO SCALE)
MANHOLE CASTING
2" CONCRETE AWUSTING, RINGS
3'- 10'
2- RCP STORM PIPE
VARMLE
4ir DA x 51 THICK
,---PRECAST CONCRETE BASE
NoTrEs: REINFORCING TO CONSnST OF TWO LINES OF
STEEL FABRIC EACH HAVING AN ALREA OF NOT
LESS THAN" 0.12 SQ. IN. PER FOOT OF
HE1GHT` IN B07H BARREL AND CONE
CONCRETE BASE PREFERABLY TO BE PRECAST
MATERIALS TO CONFORM TO SPECIFICATIONS
MINIMUM OF TWO / W-XIMUM! OF 5 -- 2-
ADUSTING RINGS TO BE INSTALLED WITH 112-
OF GROUT BETWEEN RINGS, CASTING AND
STRUCTURE7
HANDICAP CURB CUT
(NO SCALE)
CONCRETE SKIMMER
(NO SCALE)
OVER�LOW
ELEVATION
4
1
48
�s EE
957.0
PLAN
0 LET IPE:
U:TLIPIPE
956.0
OUT INV=954.8
8" Orifice
10'- 15" RCP
PRECAST
0 2.0%
M#NHOLE
9Z5.0 -
S
-
953.9
9�54. 0
INLET PIP
IN. INV=9
.8
NOTE:
22'-15"
P
ALL BE
GRATE SFL
0 -1.0%
AGGREGATE OR HOT -DIPPED
SAND AND GALVANIZED AFTER
CONCRETE FILL FABRICATION.
USE HAALA 48.57 OR
APPROVED EQUAL
PR T CONCRETE BASE
ECKS
GENERAL PIPE BEDDING
12* OR TO 12" OR TO
-1
UNDISTURBED Sojfc- UNDISTURBED S,
IVED PLASTIC Pim�
12" OR TO
UNDISTURBED SONC
OF
BACKFILL TO BE EYJSTING A
I
r
MATERIAL OR GRANULAR AS
DETERMINED BY ENGINEER.
-----COMPACTION TO EQUAL
MID -PORTION OF TRENCH
REQUIREMENTS.
SPECIFIED BACKFILL COMPAC71D
TO 9OX STANDARD PROCTOR
DI
DENSITY.
HAND SHAPED BEDDING.
t-----t--50X of DIA.
ANG
CLASS C BEDDING
BACKFILL TO BE 00STING
MATERIAL OR GRANULAR AS
DETERMINED BY ENGINEER.
COMPACTION TO EQUAL
MID -PORTION OF TRENCH
REQUIREMENTS
e WIN. �---4--%ox of DIA.
SAND SM.
i
CLASS B SEDIDING
7--
---------
1/2"
00
0 0
0
TEXTURE DETAIL
SLOPE 1 12
"P
BROOM FINISHEQ
4*10
CCDNC. WALK ASPHALT PAVEMENT
1/2" MAX. BEVELED
SLOPE 1 12
AT 1: 2 WHERE RAMP
MEETS PAVEMENT
TEXTURED SURFACE
Kl-'O-fE: RAMP TEXTURING IS TO BE DONE NTH AN EXPANDED METAL GRID PLA�,�p
AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTE 8 61EEP.
OR OTHER ADA APPROVED SURFACE TEXTURE
FOR CLAY OR C.I.
CL45S C BED DING 0' 20' DEPTH
EXTRA HEAVY SOIL
PIPE.
CLASS B BEDDING OVER 20' DEPTH
FOR CONCRETE PIPE-
-------------------
CLASS C OR B BEDDING AS DESIGNATED
FOR PLASTIC PIPE.
IMPROVE PLASTIC PIPE BEDDING ONLY
-----------------------------------
-
ALL REINFORCED CONCRIETE PIPE STRENGTHS AREBASED ON
UNLIMITED TRENCH WDTH AT TOP OF PIPE
TRIPLE CATCH BASIN
(NO SCALE)
NOTE: SUGGESTED CATCH BASIN DIMENSIONS OR AN
-3295
APPROVED EQUAL FOR NEENAH CASTING R -3
TRIPLE UNIT FRAME, GRATE, CURB BOX.
SHALLOW DEPTff CATCH BASIN
(NOT TO SCALE)
BACK OF CURB
DIMENSION FROM CENTER OF STRUCTURE.
M BACK OF CURB.
4' DIA, MH 9' IN FRONT BACK OF CURB
SANITARY SEWER ECCENTRIC MANHOLE
9*SEENOTE
-CAST CONCRETE SLAB.
PRE
6'
MANHOLE STEPS 16' O.C. ALUMINUM OR
COPOLYMER POLY PLASTIC 4�-Oo
ALL JOINTS IN MH WILL HAVE RUBBER
__r
GASKETS
-a
(22"7W.)
ALL DOG HOUSES SHALL BE GROUTED INSIDE
VARIES AND OUTSIDE
UtRED
--------------
-----------
WITH GROUr TO FORM A SMOOTH
-,SHAPE VARIES
WATERWAY FROM INLET TO OUTLET
NOTES: REINFORCING TO CONS17ST OF TWO LINES OF
A OF NOT
STEEL FABRIC EAChl HAVING AN ARE
LEW THAN 0. 12 SZP. IN- PER FOOT OF
HEiGffr IN BOTH A*RREL AND CONE
-MEFERABLY TO BE PRECAST
CONCRETE BASE P
BY I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision and
that I am a duty Lic sed Professional Engineer under
the lows of the St of Minnesota.
Signature Thore P. Meyer
R,IoO'
Dote 4-8-04 No��62�18��
GROUT BOTTOMj,,OF MANHOLE TO
112 DIAMETER OF PIPE AND SLOPE
GROUT 2' TOWARD INVERT.
MANHOLE STERS SHALL BE PLACED SO THAT
OFFSET VERTICIAL PORTION OF CONE IS
FACING DOWNS)MEAM.
MANHOLE FRAME. & COVER NEENAH R-1642
OR APPROVE EQU
E
TERED MARY
-SEWER* WITH 2 CONCEALED PICK HOLES.
AND SELF SEALING LID
2 TO 4 CAST IRQiN (NEENAH R- 19 9
ADJUSTMENT RINOS ALLOWED WITH INTERNAL
MANHOLE CHIMNE Y SEAL SEAL SHALL BE
INFRA SHIELD CHYMNEY SEALS OR APPROVED
EQUAL
MANHOLE STEPS 46" O.C. ALUMINUM OR
COPOLYMER POLV PLASTIC.
ALL JOINTS IN WANHOLE TO HAVE 10* RING
RUBBER GASKEM.
PIPE SHALL BE CUT OUT FLUSHED WITH
INSIDE FACE OF- IWALL KOR-N-SEAL MANHOLE
OR EQUAL CONS11DERED ACCEPTA13LE
ALTERNATE.
ALL DOG HOUSES SHALL BE GROUTED INSIDE
AND OUTSIDE
I \----COMPACT TO TQfP OF PIPE TO FIRST JOINT
MATERIALS To CO)y M�Rkl TO SPECIFICATIONS 6
MINIMUM OF TWO — 2* ADUSTING RINGS TO
BE INSTALLED NOTE. ALL CONNEC77ON TO EXISTING MH SHALL BE CORE CUT WITH (GASKET. NO JACK
HAMMER ALLOWED.
MIN. SLAB THICKNESS OF 6m FOR 14', DEPTH. INCREASE THICKNESS 11'" FOR EACH 4' OF DEPTH
GREATER THAN 14' REINFORCED W1 6*x6w 10/10 MESH
(NO SCALE)
POND OVERFLOW OUTLET
(NO SCALE)
RIP RAP VARIABLE
B612 CURB & GUTTER
(NO SCALE)
112 "R 3"R SLOPE 314"
PER FOOT
"
A 4 'A
-.4
4
8"
12"'
7"
MEYER-,R0HL1Nffl INC.
ENGINEORS - LAND SURVEYORS =MUM
1111 Hwy. _25N., Buffolo, MN 55313
Ph. (763) 65,82-7781 Fox (763) 682-9492
INSTALL GEOSYNTHETIC EROSION
CONTROL MATTING ALONG BOTTOM
AND SIDES OF SWALE.
2:1 MAXIMUM
SIDE SLOPE
[i
10,
------ — ---------------------
NOTE: ANCHOR EROSION CONTROL MAITTING AT
THE UPSTREAM END OF THE SWALE AN,D ALONG
-THE
THE LENGTH OF THE SWALE, PER
MANUFACTURERS RECOMMENDAThON
WIN
-4.,ve"
z
v
a47E 5110104 RECORD PLMS A4M'
BOOK P1,4GE.
DMWN BY DRG
HORIZOAffAL SC4LE 11 !jrch . eet
DESMED BY DRG _ f
VBMa4L SO4iE 11 r'kxh - — feet
CHECKED BY 7PM
1!ff sheet is other than 2,2x34, use barscale.
R MODEL HYDRANT W/1367
PACER
HYDRANT FLAG WITH FLEX SPRING
HYDRANT SHALL BE WATEROUS PACER
WB-67 WITH 16" TI*RAFFIC BREAK OFF
TION. (SEE SPFF"CIFICATIONS FOR
SEC
OPTIONAL EQUIPMENT REQ'D)
HYDRANT SHALL B Er 8.0' BURY.
WATERMAIN SHALL 1 -6" OF
elf HAVE 7'
2.70' COVER.
21"
ANTI -CORROSIVE COATING REQUIRED ON
ALL BOLTS AND TIE ROD ASSSEMBLIES.
rRANT & TEE WITH
TIE VALVE TO HYD
RESILIENT WEDGE VIALVE CONFORMING
TO AWWA C-509-LBO STANDARDS.
— 3'
6" LEAD
. . . .. ... ..... ..
A A
y, - - - - - - - - - - - - - - -
------------
J
_T
1 1/2w - 2.331 TYPE 41 WEARING COURSE'
L ------- 2* 2331 TYPE 31. BASE COURSE
L---------
12" CL 5 AGGREGATE NOTE: [BITUMINOUS SECTION
tBE INCREASED TO
SHALL
5-INC WES THICK AT THE
SOUTHERN ENTRANCE ADJACE
TO CAS3EYS.
ZAL
SANITARY SEWER LATER
2"x4" MARKER (NO SCALE)
MAMYC'M 13C'r%-
NORMAL GROUN
SEE UTILITY PLAN
FOR INVERT ELEV
AT THE END OF
PLUG
2-
INVERT ELEVATION SHALL BE
11FT OR AS'DIRECTED BY
THE ENGINEER TO SUIT
INDIVIDUAL REQUIREMENTS
4" PVC SAN.. SERVICE
0 1.00% SLOPE MIN.--!
fli
w
1z
:3
la:
0
0-
UNDISTURBED SOIL
FILL EXCAVATION VOID WITH
CONCRETE MIXTU
RL: NO
RISER PIPE SHALL BE LAID MAIN LIN
ON FILLED SOIL.
PARKSIDE COMMERCIAL PARK
SITE & CONSTRUCTION PLAN
AlbertvIlle, Ulnnesota
STANDARD DETAILS
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