|
J
<br />0
<br />tin tin, nnINI
<br />WOVEN FILTER
<br />FABRIC
<br />MN/DOT CLASS III
<br />RIP -RAP
<br />PLAN
<br />WOVEN FILTER
<br />FABRIC
<br />B SECTION A -A
<br />NOTE:
<br />FW300 MIRAFI FABRIC OR EQUAL
<br />RIP -RAP AT OUTLETS
<br />C
<br />0
<br />101
<br />LLI
<br />J
<br />In
<br />>
<br />F
<br />00
<br />T
<br />NOT TO SCALE
<br />TIE LAST 3 JOINTS ON INLET AND OUTLET.
<br />IF NO APRON IS USED TIE THE LAST 3 SECTIONS
<br />OF PIPE.
<br />USE 2 TIE BOLT FASTENERS PER JOINT
<br />INSTALLED AT 60 FROM TOP OR BOTTOM
<br />OF PIPE.
<br />USE 5/8" TIE FOR PIPE SIZES 12" TO 27".
<br />USE 3/4" TIE FOR PIPE SIZES 30" TO 66".
<br />USE 1" TIE FOR PIPE SIZES OVER 72".
<br />NUTS AND WASHERS ARE NOT REQUIRED ON
<br />PIPE SIZE LESS THAN 21".
<br />TRASH GUARDS WILL BE REQUIRED ON 18" OR
<br />LARGER PIPE.
<br />SIZE OF PIPE
<br />BARS
<br />BOLTS
<br />"O"
<br />12" TO 18"
<br />3/4"
<br />5/8"
<br />4"
<br />21 " TO 42"
<br />ill
<br />3/4"
<br />6"
<br />48" TO 72" 1-1/4" ill 12"
<br />O
<br />PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.
<br />HOT DIP GALVANIZE AFTER FABRICATION.
<br />FLARED END
<br />SECTION DETAIL
<br />NOT TO SCALE
<br />PRECAST INVERT SHOULD BE 1/2
<br />DIAMETER OF PIPE AND BENCHES
<br />SLOPED 2" TOWARD INVERT.
<br />2 I 3 I
<br />INSTALL METER BOX AND COVER (FORD A-1)
<br />OR APPROVED EQUAL OVER ALL PVC CLEANOUTS
<br />LOCATED IN PAVED AREAS
<br />SANITARY SEWER
<br />SERVICE CLEANOUT
<br />4 I 5
<br />PRE -MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN
<br />PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING
<br />MEDIUM SHALL PROVIDE 0.8"/HR TO 1.6"/HR INFILTRATION
<br />RATE AT SPECIFIED COMPACTION, VERIFY W/SUPPLIER.
<br />SLOPE R P AN
<br />r rr.,.,. Ii AXi
<br />C601
<br />NOT TO SCALE
<br />A
<br />NOTES:
<br />1.) GROUT BOTTOM OF MANHOLE TO 1/2
<br />d OR 2/3 DIAMETER OF PIPE AND SLOPE
<br />d °
<br />d
<br />I
<br />° GROUT 2" PER FOOT.
<br />°
<br />a 2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESS
<br />dd `
<br />WITH USED FOR CASTING ADJUSTMENT.
<br />°
<br />I
<br />d
<br />d °
<br />3.) COPOLYMER POLYPROPYLENE PLASTIC,
<br />d -
<br />d
<br />WITH 1/2" GRADE 60 STEEL REINFORCEMENT
<br />°
<br />I
<br />OR APPROVED EQUAL, STEPS 16" O.C.
<br />d DOWNSTREAM SIDE.
<br />d d
<br />4.) KOR-N-SEAL MANHOLE OR EQUAL
<br />°
<br />d
<br />I
<br />d
<br />if CONSIDERED ACCEPTABLE ALTERNATE.
<br />°
<br />B
<br />d
<br />B
<br />MANHOLE FRAME & COVER: NEENAH R-1642,
<br />A
<br />TYPE B LID, WITH MACHINED BEARING SURFACES &
<br />LETTERED "SANITARY SEWER" WITH TWO CONCEALED
<br />PICK HOLES, OR APPROVED EQUAL.
<br />ADJUST CASTING TO 1/2" BELOW FINISH
<br />BLACKTOP GRADE.
<br />d
<br />o?
<br />Q
<br />FULL MORTAR BED BETWEEN CASTING, RINGS, AND
<br />a
<br />°
<br />MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THE
<br />RINGS WITH NON -SHRINK GROUT. NO SHIMS OF ANY
<br />Q
<br />° MATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL.
<br />o
<br />27"
<br />°
<br />d
<br />_
<br />d 2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT,
<br />°
<br />d
<br />r
<br />MAX. 12" HEIGHT) INCLUDES MORTAR.
<br />°d
<br />ad
<br />CL. II REINFORCED
<br />d
<br />CONCRETE PIPE.
<br />d°
<br />ALL BUTTED JOINTS BETWEEN SECTIONS
<br />°
<br />d
<br />4
<br />SHALL HAVE 'O' RING RUBBER GASKETS.
<br />48"
<br />d
<br />°
<br />5" MIN.
<br />W
<br />J
<br />°
<br />d
<br />uJ
<br />z
<br />J
<br />PIPE SHALL BE CUT OUT
<br />.-,
<br />uJ
<br />00
<br />CD
<br />PRECAST CONCRETE SLAB
<br />FLUSH WITH INSIDE FACE
<br />o
<br />Q
<br />d
<br />X
<br />OF WALL. WITH #4 REBAR C� 8" E.W.
<br />o LL
<br />Cl) O
<br />� 2
<br />d
<br />WATERTIGHT CONNECTION
<br />N
<br />°
<br />(BOOT, TYPICAL) SLOPE: 2"/FT
<br />8
<br />°
<br />d
<br />°
<br />- -FLOW
<br />d
<br />° d d d d d
<br />°
<br />-
<br />d
<br />°°d d
<br />-
<br />° d d d d
<br />°
<br />COMPACT TO TOPS
<br />°
<br />` d
<br />d °
<br />OF PIPE, TO FIRST
<br />JOINT.
<br />SECTION A -A SECTION B-B
<br />SANITARY
<br />SEWER
<br />MANHOLE DETAIL
<br />5
<br />MANHOLE STEPS SHALL BE PLACED
<br />SO THAT OFFSET HOLE IN TOP SLAB
<br />d d
<br />IS FACING DOWNSTREAM.
<br />e°
<br />°
<br />NO BLOCK STRUCTURES ARE ALLOWED
<br />MANHOLE FRAME & COVER:
<br />NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)
<br />NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE)
<br />NEENAH R-3067, TYPE L GRATE (CB, BARRIER)
<br />PLAN
<br />NEENAH R-2501, TYPE C GRATE (PAVEMENT AREAS)
<br />*UNLESS OTHERWISE NOTED
<br />MINIMUM OF 2, MAXIMUM OF 5
<br />CONCRETE ADJUSTMENT RINGS WITH FULL
<br />BED OF MORTAR BETWEEN EACH AND
<br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS
<br />d
<br />OF ANY MATERIAL ALLOWED. INSTALL EXTERNAL
<br />°
<br />CHIMNEY SEAL
<br />°
<br />6" PRECAST REINFORCED CONCRETE SLAB.
<br />8
<br />SEAL WITH 2 BEADS OF RAM-NEK.
<br />ALL JOINTS IN MANHOLE TO HAVE
<br />d
<br />'O' RING RUBBER GASKETS.
<br />d
<br />d
<br />MANHOLE STEPS, COPOLYMER POLYPROPYLENE
<br />°
<br />5" MIN.
<br />d
<br />PLASTIC, WITH 1/2" GRADE 60 STEEL
<br />°
<br />REINFORCEMENT OR EQUAL, 16" O.C.
<br />d
<br />48"
<br />d
<br />PRECAST CONCRETE SECTION
<br />d a
<br />8" PRECAST SEGMENTAL CONCRETE BLOCK
<br />°
<br />TO TOP OF THE PIPE SHALL BE USED
<br />WITH SIZE AND DEPTH PROHIBIT THE
<br />e 0
<br />d
<br />FABRICATION OF PRECAST UNITS.
<br />d
<br />d
<br />8" MINIMUM SLAB THICKNESS,
<br />d°
<br />U MINIMUM DIAMETER PRECAST
<br />d
<br />° d d
<br />CONCRETE SLAB, REINFORCED
<br />d
<br />WITH #4 REBAR @ 8" E.W.
<br />GROUT BOTTOM
<br />SECTION
<br />WATERTIGHT CONNECTION
<br />(BOOT, TYPICAL)
<br />CATCH BASIN
<br />MANHOLE DETAIL
<br />NOT TO SCALE
<br />PLAN
<br />400 MICRON FILTER
<br />BAG IN EACH BASKET
<br />FILTER AREA
<br />5.G5 FTz
<br />OVERFLOW AREA
<br />0.42 FT2
<br />MAXIMUM OVERFLOW RATE (@ 7" HEAD)
<br />1.99 CFS
<br />MAXIMUM OVERFLOW RATE (@ 1 3" HEAD)
<br />2.79 CFS
<br />BASKET WEIGHT (EMPTY)
<br />I LB
<br />BASKET WEIGHT (FULL-APPKOX.)
<br />45 LBS
<br />2 BASKETS WITH 400 MICRON FILTER
<br />BAGS. TO BE CHECKED PERIODICALLY AND
<br />CLEANED OUT AFTER EACH RAIN EVENT
<br />PROFILE
<br />FITS NEENAH 1642 AND
<br />1733 FRAMES OR EQUAL
<br />INFRASAFE INLET PROTECTION
<br />DEVICE (OR APPROVED EQ.)
<br />NOT TO SCALE
<br />VARIES
<br />(PER PLAN)
<br />0
<br />6" MIN
<br />0
<br />I
<br />- MNDOT SEED MIX: 33-261
<br />OR AS SPECIFIED ON LANDSCAPE PLAN
<br />EXTEND MODIFIED SOIL UP SLOPES
<br />TO POND OUTLET ELEVATION
<br />E PER S`O
<br />// EXCAVATE POND BOTTOM TO EXISTING PERMEABLE
<br />EXISTING SOILS // // // // // // // // // // // .18" MIN✓/ // // // SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL
<br />I-
<br />-I D ANY SOILS
<br />I HREPORT.
<br />SNON-CONDUCIVE TO INFILTRATION.
<br />SEEG EO EC
<br />I I -I I -I I I -I -III -I
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� LOOSEN/DECQMPACT SOIL BELOW
<br />III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- � gaslN BOTTOM, 18" MINIMUM DEPTH.
<br />NOTES:
<br />1. THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC.
<br />AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED OR
<br />SIMILAR) ALLOWED.
<br />INFILTRATION
<br />rT� BASIN CROSS SECTION
<br />NOT TO SCALE
<br />HARD SURFACE/
<br />PUBLIC ROAD
<br />1"-2" WASHED ROCK x-
<br />GEOTEXTILE FABRIC
<br />6" MINIMUM
<br />ROCK CONSTRUCTION ENTRANCE
<br />NOT TO SCALE
<br />PLAN VIEW
<br />CONCRETE INLET -
<br />INSURMOUNTABLE CURB FACE
<br />i
<br />WIRE MESH REINFORCEMENT
<br />HIGH FLOW AREAS
<br />ENGINEERING FABRIC
<br />METAL, WOOD POST, OR STAKE.,,,< -
<br />8' MAX. SPACING, 2' INTO GROUND. FABRIC ANCHORAGE
<br />TRENCH. BACKFILL WITH
<br />TAMPED NATURAL SOIL
<br />DIRECTION _
<br />OF RUNOFF
<br />I -III -III -II I _ III -III -III-
<br />'-III= I I -III III -III -III -III;
<br />_IIII I IIIIIIII 11=
<br />NATURAL SOIL I-III-III-IIIIII-III=�
<br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH
<br />WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES
<br />SILT FENCE
<br />9 INSTALLATION DETAIL
<br />C601 NOT TO SCALE
<br />CURB -CUT (WIDTH VARIES)
<br />DISTANCE VARIES
<br />0 0
<br />NEM�■
<br />■����r��������MMM�MM■
<br />ENEM
<br />■�eiMOM
<br />ME
<br />►����u,�u���ti�����li■
<br />T-10"
<br />BACK OF CURB
<br />INSURMOUNTABLE CURB FACE
<br />RAIN GUARDIAN TURRET
<br />(CONCRETE BASE INCLUDED)
<br />' N
<br />V �
<br />POSITION RAIN GUARDIAN TURRET SO PRIMARY
<br />OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE
<br />TO AVOID SOIL INTERFERENCE WITH FILTER
<br />7
<br />I
<br />8" CURLr-" nr-r11ft dr-AIT I e-%.-+c rRi
<br />8 `
<br />WBL
<br />DID STAKE OR SAND BAG TRANSPORTATION
<br />DID STAKE TO ONLY FACILITY
<br />ETRATE NETTING,
<br />' CURLEX MATERIAL® 13411 Fenway Blvd N
<br />Hugo, MN 55038
<br />;ROUND
<br />NOTES:
<br />1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.
<br />10 SEDIMENT ROLL DETAIL
<br />NOT TO SCALE
<br />1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
<br />OF LIME, FERTILIZER, AND SEED.
<br />NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
<br />2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
<br />WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
<br />RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
<br />BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
<br />PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
<br />STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
<br />3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
<br />AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
<br />IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES
<br />SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
<br />4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
<br />5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
<br />3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
<br />*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
<br />PROPERLY SECURE THE RECP's.
<br />Category 4 Erosion Control Blanket:
<br />North American Green S150 erosion control blanket
<br />or approved equal.
<br />Top Net Bottom Net
<br />Polypropylene Polypropylene
<br />1.5 Ibs/1,000 ft2 1.5 Ibs/1,000 ft2
<br />NORTH (0.73 kg/100 m2) approx. wt. (0.73 kg/100 m2) approx. wt.
<br />A M E R I C A N Straw Fiber Thread
<br />GREEN 0.50 LBS/YD2 Photodegradable
<br />EROSION CONTROL Products (0.27 KG/M2)
<br />Guaranteed SOLUTIONS
<br />14649 HIGHWAY 41 NORTH Staples/Anchors:
<br />EVA IN 47725
<br />800-772-2040 The type of anchors used to secure the blanket to the
<br />800-77
<br />www.nagreen.com ground shall be Steel wire11 Gauge 1" wide x 8" long.
<br />11 EROSION CONTROL BLANKET
<br />NOT TO SCALE
<br />SPECIFICATIONS
<br />1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE
<br />PLAN VIEW NOTES
<br />STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM
<br />1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB
<br />COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR
<br />AND RAIN GUARDIAN TURRET MAY VARY WITH SITE
<br />ENTRAINED (4% TO 8% BY VOLUME). MANUFACTURED AND DESIGNED
<br />CONDITIONS.
<br />TO ASTM C858.
<br />2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL
<br />2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A
<br />OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH
<br />STANDARD HOOK.
<br />DISSIPATOR.
<br />3. TWO-PIECE FIBERGLASS TOP GRATE (16 LBS/PIECE, 1-1/2" THICK) -
<br />1,760 LB CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD.
<br />INSTALLATION NOTES
<br />1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDARD
<br />3D VIEWS
<br />PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY
<br />BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE
<br />SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN
<br />GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARY
<br />OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL
<br />INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1' 10"
<br />BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION
<br />OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6"
<br />ii��■"'����*�
<br />CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE
<br />(INCLUDED). THEREFORE, THE TOP OF THE CLASS 5 COMPACTED BASE
<br />IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO
<br />THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF THE
<br />CONCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION TO
<br />ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAIN
<br />ELEVATION VIEW GUARDIAN TURRET.
<br />2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE,
<br />INLET INSURMOUNTABLE CURB
<br />' 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET
<br />i -�
<br />RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ' AND BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD
<br />RAIN GUARDIAN TURRET INLET - - ` MATCH THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF
<br />TOP FIBERGLASS GRATE THE RAIN GUARDIAN TURRET ON THE BIORETENTION SIDE.
<br />GUTTERLINE
<br />HIGH VOLUME OVERFLOW 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF
<br />6" - GUTTERLINE POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET
<br />5" AND CONCRETE INLET BEFORE POURING INLET.
<br />SITE SPECIFIC 5. SIDE CURBS OF THE POURED INLET MUST HAVE AN
<br />INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FROM
<br />5„ V-3.5'
<br />L 4 0" ' 0 V-1.75" BASIN BOTTOM
<br />10.5" OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET.
<br />1 -0
<br />SITE SPECIFIC o d d PRIMARY 6. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER
<br />5.5" REMOVABLE OUTLET
<br />ILTER WALL FABRIC FACING THE RAIN GUARDIAN TURRET INLET.
<br />F
<br />.
<br />o-
<br />_
<br />- o
<br />4"
<br />•o
<br />'o
<br />o
<br />0
<br />0
<br />0'
<br />o
<br />0
<br />CLASS 5 AGGREGATE 6" CROSS-SECTION VIEW NOTES
<br />\V/x 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95%
<br />STANDARD PROCTOR) IS PRECISELY 1' 4" BELOW THE
<br />GUTTERLINE ELEVATION.
<br />SUBSOILS
<br />RAIN GUARDIAN TURRET
<br />N
<br />PRETREATMENT CHAMBER
<br />RHIAN
<br />BIORETENTION PONDING DEPTH. 1
<br />11-M IffWA5111 l
<br />PRETREATMENT FOR BIORETENTION TYPICAL DETAIL
<br />Rain Gardens • Swales • Filtration Basins • Infiltration Basins
<br />RAIN GUARDIAN DETAIL
<br />(OR APPROVED EQ.)
<br />MANUFACTURED BY:
<br />Im FORTERRK'
<br />Structural & Specialty
<br />REVISION HISTORY
<br />REV
<br />BY
<br />DATE
<br />DESCRIPTION
<br />%KtXA
<br />A
<br />MDH
<br />08/29/18
<br />TURRET-1'
<br />CONSERVATION
<br />ISTRICT
<br />Anoka Conservation District
<br />1318 McKay Dr. NE, Suite 300
<br />Ham Lake, MN 55304
<br />SCALE
<br />VARIABLE
<br />763-434-2030
<br />U.S. PATENT
<br />NOS.
<br />8,501,016 AND 8,858,804
<br />INDEPENDENT SCHOOL
<br />DISTRICT #624
<br />4855 Bloom Avenue
<br />White Bear Lake, MN 55110
<br />WOLD ARCHITECTS
<br />AND ENGINEERS
<br />332 Minnesota Street, Suite W2000
<br />Saint Paul, MN 55101
<br />woldae.com 1 651 227 7773
<br />Larson
<br />Engineering, Inc.
<br />3524 Labore Road
<br />White Bear Lake, MN 55110
<br />651.481.9120 (f) 651.481.9201
<br />www.larsonengr.com
<br />© 2020 Larson Engineering, Inc. All rights reserved.
<br />I hereby certify that this plan, specifications or report
<br />was prepared by me or under my direct supervision
<br />and that I am a duly licensed Professional Engineer
<br />under the laws of the state of Minnesota.
<br />Greg A. Buchal, P.E.
<br />Date: 08.14.20 Lic. No.: 23793
<br />Revisions
<br />Description
<br />Date
<br />Nunn
<br />Addendum 1
<br />August 26, 2020
<br />1
<br />Addendum 2
<br />September 1, 2020
<br />2
<br />City Comments
<br />September 30, 2020
<br />3
<br />Comm: 12196171
<br />Date: 08.14.2020
<br />Drawn: MTH
<br />Check: GAB North
<br />DETAILS
<br />C601
<br />NOT TO SCALE
<br />0
<br />0
<br />0
<br />NOT TO SCALE
<br />0
<br />
|