Parkside Commerical Center 10904 57th St NE (16) BIG PLANSRIP RAP AT OUTLETS
(NOT TO SCALE)
2'
A D
0
4 ------ H B
_—RIPRAP
__14f k ji< C>1
— 8110 1�1 A.� - 1-i
2# 1 1 C>- 52i�c>
L ---------- 0,1
4 B 11
lr TO 24* 4 CUBIC YARDS
27* TO 33* a CUBIC YARDS I ---------- 5D --------
36' TO 48' 12 CUBIC YARDS PLAN
5,C AND UP 16 CUBIC YARDS
(ONE CUBIC YARD IS APPROXIMATELY Z800 LBS-)
RIPRAP
12'
x
GRANULAR FILTER
-----BLANKET OR
SECTION A —A GEOTEXTILE LINER
ROHL
GRANULAR FILTER BLANKET REQUIRED
UNDER RIPRAP OR 2 LAYERS OF 50OX
MIRAF! FABRIC OR EQUAL RIPRAP
GRANULAR FILTER
BLANKET OR
SECTION B—B GEOMMILE LINER
STANDARD CATCH BASIN
(NOT TO SCALE)
MANHOLE CASTING
- .__ 2* CONCRETE ADJUSTING RINGS
S-10"
z RCP STORM PIPE
VARIABLE
.3
20
40'DIA x 5"THICK
2
�__PRECAST CONCRETE BASE
NOTES: REINFORCING TO CONSTIST OF TWO LINES OF
STEEL FAeRic EACH HAVING AN AREA OF NOT
LESS THAN' 0.12 SO. IN. PER FOOT OF
CONCRETE SKIMMER
(NO SCALE)
S EE PLAN
957.0
4
OVERFLOW7
I0 "' LU�
ELEVATION'i,
9:56: 48- OUT I LET PIPE;
956.0 48" 95�
OUT INV=954.8
8" Orifice 10'-15* RCP
PRECAST 0 2.0%
MANHOLE 955.0.
TION
SEC L S 953.9
954.0
INLET PIPE:
IN. INV=948.8 NOTE:
22*— 15" RCP GRATE SHALL BE
0 —1.0% AGGREGATE OR HOT —DIPPED
T— SAND AND GALVANIZED AFTER
CONCRETE FILL FABRICATION.
950.
USE HAALA 48.57 OR
—771 APPROVED EQUAL
PRECAST CONCRETE BASE
GENERAL PIPE BEDDING
12"1 (OR To 12" OR TO
r
UNWISTURBED SOIC-31 At Ak %_ UNDISTURBED SOiC7 At
SHALLOW,IDEPTH CATCH BASIN
(NOT TO SCALE)
E BACK OF CURB
r f MIM.
- , --
DIMENSION FROM CENTER OF STRUCTURE
uo",N_
TO BACK OF CURB.
4' DLA_ MH 9' IN FRONT BACK OF CURB
BACKFILL TO BE Ey
MATERIAL OR GRANJISNGAS
DETERMINED BY ENGINEER.
-,.,--COMPACTION TO EQUAL
MID -PORTION OF TRENCH
REQUIREMENTS.
DW
SPECIFIED BACKFILL COMPACTED
To 90% STANDARD PROCTOR
DENSITY.
HAND SHAPED BEDDING. Of D'A-
IMPROVED) �PLASTIC PIPE BEDDING CLASS C BEDDING
BACKFILL TO BE EXISTING
MATERIAL OR GRANULAR AS
DETERMINED BY ENGINEER.
COMPACTION TO EQUAL
MID -PORTION OF TRENOi
12" (0 1 R TO
REQUIREMENTS.
UNDIISTURBLD SOIL77
---------------------------------- -------
FOR CLAY OR C.I. CLASS C BEDDING V - 20' DEPTH
EXTRA HEAVY SOIL
PIPE. CLASS 8 BEDDING OVER 20' DEPTH
--------------------------------------
FOR CONCRETE PIPE. CLASS C OR 8 BEDDING AS DESIGNATED
DI
I
i FOR PLASTIC PIPE- IMPROVE PLASTIC PIPE BEDDING ONLY
---------------------------------------------
ALL REINFORCED CONCRETE PIPE STRENGTHS ARE BASED ON
r MIN. _6 -60% of DIA. UNLIMITED TRENCH WIDTH AT TOIP OF PIPE
SAINID BED.
tLASS B BEDDING
TRIPLE CATCH BASIN
(NO SC ALE)
HEWHT IN BOTH BARREL AND CONE -
CONCRETE BASE PREFERABLY TO BE PRECAST
MATERIALS TO CONFORM TO SPECIFICA17ONS
MINIMUM OF TWO / MAXIMUM OF 5 - 2"
ADUSTING RINGS TO BE INSTALLED W171H 112'
OF GRoUr BETWEEN RINGS, CASTING AND
STRUC71IRE`
1/211
HANDICAP CURB CUT
(NO SCALE) C-4
0 0 '0 10 0
00
TEXTURE DETAIL
SLOPE 1 12
Ile
BROOM FINISHE
CONC. WALK ASPHALT PAVEMENT
SLOPE 1 12 1/2" MAX. BEVELED
AT 1: 2 WHERE RAMP
MEETS PAVEMENT
TEXTURED SURFACE
NOTE: RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRID PLACP
AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN 1/8 DEEP..
OR OTHER ADA APPROVED SURFACE TEXTURE
8
C
NOTE: SUGGESTED CATCH BASIN DIMENSIONS OR AN
APPROVED EQUAL FOR NEENAH CASTING R-3295-3
TRIPLE UNIT FRAME, GRATE, CURB BOX.
SANITARY SEWER ECCENTRI(C MANHOLE
9- SEENOTEABOVE
PRE-GAST CONCRETE' SLAS.
61 L "HOLE STEPS 16* O.C. NLUMINUM OR
COPOLYMEI? Pay PLASTIC 4�_Ow
ALL JOINTS IN MH WILL HAVE RUBBER
GASKETS
4W TYA
((.27* TYA) ALL DOG HOUSES SHALL BE GWUTED INSIDE
VARIES ::Z., AND OUTSIDE I' RE �UIRED
--,SHAPE WITH GROUT TO FORM A SMOOTH
WATERWAY FROM INLET TO ounEr VARIES
rS- REINF-cORCING TO CONSTIST OF TWO LINES OF
NOTE _q. FABRIC EACH HAVING AN AREA OF NOT
STEEL
LESS'31THAN 0.12 SO. IN. PER FOOT'OF
HMPff IN BOTH BARREL AND CONE
COW,V?M BASE PREFERABLY TO BE PRECAST
MATEIRIALS TO CONFORM TO SPECIFICATIONS
wNiMIUM OF TWO - 2* ADUSTING RINGS TO
BE INWALLED
I hereby certify that this plan, specific0tiOn, Or Wart
DATE nEw BY was prepared by me or under my direct supervision and
W4,1_05 PD? = Q.2141fi= that I am a dutv Uc sed Professional Engineer under
J&Z�o PD? aly
ja CITY EW. &M7M Wam the laws of the of Adinnesota.
PER PARIaW
Signature Thore P. Meyer
Datq__ 4-8-04 Rai ��No,'- 6218
GROUT B07TOM OF MANHOLE TO
1/Z DIAMETER OF PIPE AND SLOPE
GROUT 2" TOWARD INVERT.
U4NHOLE STEPS SHALL BE PLACED SO THAT
OFn,ET VERTICAL POR7701Y OF CONE IS
FACING DOWNSTREAM.
WANH, IOLE FRAME & COVER NEENAH R- 1642
no N&AAirrAnv
r4rrlr%vvr- r-wvpu- Lx_11r_nrw
-SEWER' WITH 2 CONCEALED PICK HOLES.
AND �SELF SEALING LID
2 TO) 4 CAST IRON (NEENAH R-1979)
ADJUSTMENT RINGS ALLOWED WITH INTERNAL
MANHOLE CHIMNEY SEAL SEAL SHALL BE
INFR& -SHIELD CHIMNEY SEALS OR APPROVED
EQUAD,
MANHOLE STEPS 16* O.C. ALUMINUM OR
COP`0JLYMER POLY PLASTIC.
ALL AOINTS IN MANHOLE TO HAVE 10" RING
RUBOFER GASKETS.
PIPE: !SHALL BE CUT OUT FLUSHED WITH
INSIDLr FACE OF WALL KOR-N-SEAL MANHOLE
OR EQUAL CONSIDERED ACCEPTABLE
ALTERNATE.
ALL DOG HOUSES SHALL BE GROUTED INSIDE
AND (OUTSIDE
1 1 \_----COMrFACT TO TOP OF PIPE TO FIRST JOINT
164
NOTE. ALL CONNECTION TO EXISTING MH SHALL BE CORe CUT WITH GASKET. NO JACK
HAMMER ALLOWED.
MIN. SLAB THICKNESS OF 6" FOR 14' DEPTH. INCREASE THICKNESS I" FOR EACH 4' OF DEPTH
GREATER THAN 14' REINFORCED W1 6*x6* 10/10 MESH
(NO SCALE)
POND OVERFLOW OUTLET
(NO SCALE)
RIP RAP VARIABLE
B612 CURB & GUTTER
(NO SCALE)
3"R
112 "R 6 SLOPE 314-
PER FOOT
3"R
A
13 112" A
A
-.4
4 . 730
L----- —
1 8- 12-
NOTE: ANCHOR EROSION CON�TIROL MATTING.AT
THE UPSTREAM END OF THE SWALE AND ALONG
THE LENGTH OF THE SWIALE, PER THE
. MANUFACTURERS RECOMMENDA11ON
ROCK ENTRANCE
(NO SCALE)
SERVICE, PUBLIC
IS%
"'AWL Ftv i
V" ta
f", ',;fjok 75' MIN
�41
60 MIN
q
T_
%;F -F W-04
M, EYERMWROHLINo INCz
DAX 5110104
REC00 PLANS DA7F-
goo--.
EM(31NEERS - LAND SURVEYORS w-UN-2-11
DRA*w ay DRG
aOOK PAGE.
DESOIED BY
HOUZONTAL SO4LE I kwh . _ fwt
11 fl Hwy. 25N., Buffalo, MN 55313
CHECKED BY TPM
Ph., [(763) 682-1781 Fax (76.3) 682-9492
VOW14L $;r" I kWh = — f"t
I *ff Sheet iS (other than 22x34, use barscale.
'PACERMODEL HYDPRANT WB67
HYDRANT FLAG WITH FLEX SPRIING
HYDRANT'iSHALL BE WATEROUS PACER
WB-67 W1ITH 16" TRAFFIC BREAK OFF
SECTION. ((SEE SPECIFICATIONS FOR
OPTIONAL- 1QUIPMENT REQ'D)
HYDRANT'$HALL BE 8.0" BURY.
WATERMAIIN SHALL HAVE 7'-6" OF
1 2.70' COVER.
21" ANTI—COWROSIVE COATING REQUIRED ON
ALL BOLT.5 AND TIE ROD ASSSEMBLIES.
TIE VALVE.' TO HYDRANT & TEE WITH
MINIMUM (OF -TWO 3/4" dia. RODS.
RESILIENT' WEDGE VALVE CONFORMING
TO Aftk �C--,-509-80 STANDARDS.
y--------------- — -----------
INSTALL GEOSYNTHETIC EROSION ----------- 7:777:'7
V
L — - -------
CONTROL MATTING ALONG BOTTOM
ND SIDES OF SWALE.
/20 — 2331 7YPE 41 WEARINO COURSE
L ------- 2- — 2331 TYPE 31 RASE COURSIE
L --------- 120 — CL 5 AGGREGATE NOTE: BITUMINOUS SECTION
SHALL BE INCREASED TO
5.—INCHES THICK AT THE
2:1 MAXIMUM SOUTHERN ENTRANCE ADJACENT
TO CASEYS.
SIDE SLOPE
NAIN I I A-K Y h W EX- 11,A I ritA-L
2*x4" MARKER (NO SCALE)
DAMITM DM_
20- MIN
20
NORMAL GROUND"*� INVERT ELEVATION SHALL BE
11FT OR AS DIRECTED E1,,Y
THE ENGINEER TO SUIT
INDIVIDUAL REQUIREMENT�$
SEE UTILITY PLAN
FOR INVERT ELEV
AT.THE END..OF '
PLUG
4" PVC SAN. SERVICE
0 1.00% SLOPE MIN.-
.w
Iz
.:3 =1
ja: I _= II_ �1�
0
UNDISTURBED SOIL
FILL EXCAVATION VOID WITH
CONCRETE MIXTURE. NO
RISER PIPE SHALL BE LAID MIAIN
ON FILLED SOIL.
PARKSIDE COMMERCIAL PARK
SITE & CONSTRUCTION PLAN
Albertvft, Mkwesota
STANDARD DETAILS
TEE OR
( WYE I
wi :r
0
C=
0(/)
rri
C/)
rT1
rn;u
z
=11
RiE No. 03453
SHaEr
OF 3
wa-TS