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12"
<br /> /--NEW 3" BITUMINOUS PAVEMENT
<br /> PLACED IN 2 LIFTS
<br /> NO PARKING
<br /> 00 PARKING
<br /> VEHICLE ID Fi n F.
<br /> Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo�O�Oo O REQUIRED
<br /> 0� O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo O�Oo Oo ACCESS LOADING ••• •••
<br /> UP TO $200 FINE ZONE
<br /> NEW 8" BASE FOR VOCATION AISLE ••• •••
<br /> AGGREGATE ::: :::
<br /> IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII000
<br /> III=III=III=III=III=III=III=III=III=III=III=III=III ••• •••
<br /> ACCESSIBILITY SIGN
<br /> BEEHIVE CASTING AND COVER:
<br /> I
<br /> NEENAH R-4353
<br /> APPROVED SUBGRADE SOIL 2.5 LB./FT. FLANGED MINIMUM OF 2, MAXIMUM OF 5 CONCRETE
<br /> CHANNEL SIGN POST RINGS WITH FULLBED OF MORTAR
<br /> (MNDOT 3401) PLAN Od1ra BETWEEN EACH AND A 4" COLLAR OUTSIDE. POPE ARCHITECTS, INC.
<br /> LIGHT-DUTY BITUMINOUS PLACE EXTERNAL CHIMNEY SEAL.
<br /> 6" PRECAST REINFORCED CONCRETE SLAB. 1295 BANDANA BLVI N, SUITE 7200
<br /> 35
<br /> 6"0 SCH. 40 STEEL PIPE ST. PAU L, M N 55108-2735
<br /> 1 PAVEMENT SECTION FILL WITH CONC. PAINTED 2 BASKETS WITH 400 MICRON FILTER d a ° Q SEAL WITH 2 BEADS OF RAM-NEK. (651) 642-9200 1 FAX (651) 642-1101
<br /> 50 NOT TO SCALE TRAFFIC YELLOW BAGS. TO BE CHECKED PERIODICALLY AND www.popearch.com
<br /> s
<br /> 400 MICRON FILTER CLEANED OUT AFTER EACH RAIN EVENT _ d
<br /> BAG IN EACH BASKET FITS NEENAH 1642 AND ALL JOINTS IN MANHOLE TO HAVE
<br /> 1733 FRAMES OR EQUAL d e. O' RING RUBBER GASKETS. ,
<br /> d ° ti.
<br /> d . . .... . � A. MANHOLE STEPS, COPOLYMER POLYPROPYLENE
<br /> j�cQ 8 d0 cQgj 8�0 c 5" PLASTIC, WITH 1/2" GRADE 60 STEEL
<br /> NEW 4" PORTLAND CEMENT CONCRETE O 00 00 O 00 c _ d
<br /> oo�o Qoo Q000�000Q000�c REINFORCEMENT OR EQUAL, 16" O.C.
<br /> L0 0 0o ad' : . o0 0 00 LU
<br /> 4- A =111-I 1=1 1=111=I 1=111= ••••••• m VARIABLE PRECAST CONCRETE SECTION
<br /> ° a d a° ' a — Ln d; I ••••••• a.. .• Q 4'-0" TYPICAL
<br /> d° d d d d : I—I 1 I I III—III—III—I a ••••••• `
<br /> d , .. .. • ••• • _ Q PIPE SHALL BE CUT OUT FLUSH
<br /> III III I `` : , °� I III I1 I I i
<br /> 000 000 000 000 000 000 000 000 000 = d _ ••.•••• a' WITH INSIDE FACE OF WALL. Clas�iL iAcad my
<br /> Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo O Oo I=11 III III=11 =11 I- d WATERTIGHT CONNECTION
<br /> QOOOQOOOQOOOQOOOQOOOQOOOQOOOQOOOQOOO -111— 1-1 1-111— 1 I. (GROUT RING, TYPICAL)
<br /> NEW 6" BASE —III 1II .. lII-1�I—�1 a ... ':: ...:::'...:.:::•:
<br /> AGGREGATE NOTE: I I 1 I1 .' a: d I1 I I1 1- d
<br /> —III—III—III—III—III—III—III—III—III—III—III—III—I :. ; , .... a- I I—I 11-
<br /> III1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I I1 I I�— =1 = — III d L a rs o n
<br /> ANY SIGN FREE STANDING IN co d
<br /> =1 I=1 I I=1 I=1 I I-1 1=1 I I=I 1=1 I I=I I=1 11=I 1=1 I I=1 ASPHALT PARKING LOT SHALL -1 I III III=1 11=1 I I I -
<br /> 1=I I I=1OR 14'
<br /> 1 =I I I=111=I I I=11 =111—I II I=11 =1 I„I BE MOUNTED AS SHOWN. -III=III III III III 1 I - ° ° dd DEPMINITH. NCREASEUM SLAB ITHICKNESS CKNESS I 1" FOR OR EVERY Engineering, Inc.
<br /> 3500 P.S.I. CONCRETE � 3524 Labore Road
<br /> 12"0 PROFILE WITH #4 REBAR @ g'EE THAN 14', AND REINFORCE White Bear Lake,
<br /> APPROVED SUBGRADE SOIL MN 55110
<br /> 651.481.9120 (f) 651.481.9201
<br /> CONCRETE I N FRASAFE I N LET STORM SEWER www.larsonengr.com
<br /> ACCESSIBLE PARKING PROTECTION DEVICE (OR EQ. 12 MANHOLE DETAILCONSTRUCTION DETAIL 5 SIGN AND POST DETAIL g ) 50 @2022 Larson Engineering, Inc. All rights reserved.
<br /> 50 NOT TO SCALE 50 50 NOT TO SCALE NOT TO SCALE
<br /> NOT TO SCALE
<br /> LIBERTY CLASSICAL
<br /> PRE-MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN ACADEMY PHASE 1
<br /> BACKFILL WITH NEW 8" 12" PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING SHREDDED MULCH AND
<br /> GOOD QUALIT FP�'� MEDIUM SHALL PROVIDE 4"/HR INFILTRATION RATE AT NATIVE PLANTINGS, SEE NT FLAGPOLE WITH 10158122nd ST N
<br /> TOPSOIL AND SEED/SOD 6 �3 �OgJ� OPT SPECIFIED COMPACTION, VERIFY W/SUPPLIER. PLANTING SCHEDULE INTERNAL HALYARD
<br /> 1= I 1=III-11 a SLOPE NEW BITUMINOUS �P \G� JJ oo S , VARIES EXTEND MODIFIED SOIL UP SLOPES
<br /> _ O HUG , MN 55038
<br /> III III—III ° d °. 3/4" PER FT. PAVEMENT (PER PLAN) TO POND OUTLET ELEVATION
<br /> �, II1 1III11 a
<br /> ,NIduN�il�ti�ddu,�iu, ,, E I
<br /> d Sl0, �WA,)(R PLAN OPE PMpXI A 8
<br /> _ _ �3 ALUMINUM COLLAR
<br /> =1 I III=11 � �_ ° °
<br /> III—III—III - 1
<br /> . 6" OF 1" TO
<br /> d -
<br /> - — O O O O O O O
<br /> —III IIII Io �—III—III—I —III—III—I 48"
<br /> 2 DIA ROCK.Q 00� — — — — — —
<br /> 0 00 00 00 00 00 00
<br /> MIN`0 0 0 0 0 0 0 0 6
<br /> 0 0 0 0 0 0 0 0
<br /> 0 0 0 0 0
<br /> I I—III—I I I I—III—I
<br /> 0 0 0 —
<br /> 0 0 0 0 -
<br /> _ 0 0 0 0 0 0 0 0 o�o
<br /> II—III /III—III 0 III—III
<br /> -111 I O�QO �QOO�QQQQOQQQOQQQOQQQOQQQO MNDOT STANDARD o0 —1 //\\//\\ 0°0°`0°0°0°0°0°0000 //\//\//\// /\//\//\//\\//\\//\\//\ —_ 1 °
<br /> D O O D O D O D O D O D O D O o 0 0 0 0 0 0 0
<br /> �--�r NEW BASE SPECIFICATION 3733 TYPE V =1 1 1 \\\\\\\ °o°o°o°o°o°o°o \\\ \\ \\ \� \\\\\\\ \\\\\\\\\ I 1=1 EXCAVATE POND BOTTOM TO EXISTING PERMEABLE
<br /> G
<br /> 0 0 0 0 0 0 0 o d ° d
<br /> d
<br /> 111=III=111 11 =111=11 =111=11 =111=11 =111=11 =I AGGREGATE PERMEABLE GEOTEXTILE O EXISTING SOILS = ///\//\// 0000000000000 //\/�\/�\/��8" M�N�/ / ///// = SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL ° ;
<br /> _ _ _ _ III—II ° ° ° ° ° ° � II—III-
<br /> FABRIC BENEATH ROCK VARIES: \ \\ \\ °00°00°00°00°00°00 \\/\\/\\/\\/ \\/\\/\\/\\/\ AND ANY SOILS NON-CONDUCIVE TO INFILTRATION. 4
<br /> 1=1 I 11=1 I =I I 1=III=I I=III=1 I=III=1 I=III=1 1= —III1 I 0°0°0°0°0° // // // // // // // // // / I1 I I SEE GEOTECH REPORT. d° ..
<br /> FULL WIDTH OF EXISTING _ _ o°o°o°o _ _ a d. ° °
<br /> III II 0 0 0 0 _ _ _ _ _ _ I I I I SEALANT ° .
<br /> 0 0 0 0 0 n. a"
<br /> DRIVEWAY OPENING OR — °o°o°o°
<br /> III—III—III—� � �— °0°0° -III—III—III—III—III—III—III—III—III—I ° �
<br /> 6" APPROVED SUBGRADE SOIL 18" MIN. HIGH CUT-OFF BERM TO 20' MIN. WIDTH. —III=III=III=III—�I 11=1 =1 I 1=1 =1 I 1=1 =1 I 1=1 =1 I 1=1 = LOOSEN/DECOMPACT SOIL BELOW a
<br /> MINIMIZE SILT RUNOFF FROM SITE. — — — — — — — — — — — — — I BASIN BOTTOM, 18" MINIMUM DEPTH. 12"O GROUND SLEEVE
<br /> d . d°
<br /> ° d ?. e° d.
<br /> B612 CONCRETE REMOVE FILL SOILS TO NATIVE SP-SM SOILS
<br /> CURB & GUTTER DETAIL AND REPLACE WITH CLEAN SAND. VERIFY °. ` a d a w
<br /> 3 6 ROCK CONSTRUCTION ENTRANCE ON-SITE WITH GEOTECHNICAL ENGINEER. ° . w
<br /> 50 NOT TO SCALE 50 NOTES: SAND °
<br /> NOT TO SCALE ° ° ° a d �
<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 MNDOT 3Y43 ° d °
<br /> SIMILAR)ALLOWED. CONCRETE e
<br /> d d }
<br /> INFILTRATION BASIN b LL
<br /> d a W
<br /> WEDGES a . °a 00
<br /> -
<br /> // WIRE MESH REINFORCEMENT 10 CONSTRUCTION DETAIL d °. : d
<br /> (HIGH FLOW AREAS) 50 NOT TO SCALE BASE PLATE
<br /> ENGINEERING FABRIC
<br /> SLEEVE SUPPORT 44
<br /> PLATE AND d a
<br /> G / N, GROUNDING ROD °
<br /> / METAL, WOOD POST, OR STAKE.
<br /> / 8' MAX. SPACING, 2' INTO GROUND. °a. . ' °
<br /> FABRIC ANCHORAGE ° °
<br /> / TRENCH. BACKFILL WITH
<br /> ��0 \ TAMPED NATURAL SOIL
<br /> � A 42"
<br /> \- DIRECTION
<br /> FO T� 5 G OF RUNOFF ?: I I I I 1=III NEW SEAL COAT RESURFACING
<br /> ''�� ° �+ �P+ i= -I =1 I I-1 11=1 I I- FLAG POLE
<br /> DETAILS
<br /> lh.. ROUT, STERILIZE, AND SEAL WITH
<br /> III—III—I I II I III—III—III- EXISTING BITUMINOUS FOUNDATION DETAIL
<br /> HOT APPLIED ELASTOMERIC CRACK
<br /> 6" I=111= 111 I 1 11 111 111 I 1 SEALANT%4"x%4" MINIMUM PAVEMENT 13 Issues and R?visiors:
<br /> 50 BP2- Permit Set 3-22-22
<br /> NATURAL SOIL 1 1-1 11-1 1 1—I 1-1 11-1 1 1=1 NOT TO SCALE
<br /> BCWD Comments 4-11-22
<br /> A 0 �g0 �g0 �g0 �g0 �g0 �g0 �g0 �g0 g0�
<br /> FAA S NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH �UQ��U���UQ��UQ��U���U���UQ��U���U
<br /> LOAF -7 N WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. �0�00�00 00�00 00�00 00�00 00�00 00�00 00�00 00�00 0o C EXISTING BASE
<br /> �xcFF NET ° SILT FENCE AGGREGATE
<br /> �?
<br /> TYPEING
<br /> 7 INSTALLATION DETAIL RESURFACING AND CRACK METHOD AL
<br /> TAL
<br /> METHOD - 6' METAL
<br /> 6, 50 NOT TO SCALE DECIDUOUS TREE POSTS AND RUBBER
<br /> 11 SEAL REPAIR DETAIL AS PER SCHEDULE q— — — HOSE STRAPS
<br /> 50 NOT TO SCALE �i CONIFEROUS TREE
<br /> II AS PER SCHEDULE
<br /> / � II v HOSE LOOPS
<br /> O /
<br /> 3 GUYS EACH
<br /> 0 GAUGE WISTED
<br /> WIRE 120 DEGREES
<br /> / \ COLORED I I APART AROUND TREE I hereby certify that this plan, specifications or report
<br /> FLAGS I I TURNBUCKLE was prepared by me or under my direct supervision
<br /> // \ 8" CURLEX SEDIMENT LOGS® WOOD STAKE OR SAND BAG 1 PER WIRE I and that I am a duly licensed Professional Engineer
<br /> / � I I 6" DEEP MULCH, HOLD under the laws of the state of Minnesota.
<br /> BACK 2" FROM STEM.
<br /> WOOD STAKE TO ONLY
<br /> PENETRATE BETTING, SOD
<br /> NOT CURLEXRMATERIAL FOLD BACK =1irr g: 1= —
<br /> o�o� BURLAP AND 24" STAKE TYP. Eric G. Meyer, P.E.
<br /> 70, ��o� REMOVE ALL
<br /> o GROUND =__ PLACE PLANTING
<br /> FLOW �o TIES WOR " "' "' "' Date: 03.22.22 Lic. No.: 44592
<br /> WIRES FROM 18 MEDIUM SOILS
<br /> 7,, + TOP OF BALL SCARIFY ALL SIDES
<br /> EQUALS TWICE
<br /> ER BALL AND BOTTOM OF 12226016
<br /> z EXCAVATED HOLE �C�"� �iaawn
<br /> KB K
<br /> Drawr b�,
<br /> <,qN
<br /> N r��_��red b EGM
<br /> 14 TREE PLANTING DETAIL
<br /> TYPE 2 NOTES: 50 NOT TO SCALE SHEET
<br /> 70" 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.
<br /> ACCESSIBLE RAMP DETAIL 8 SEDIMENT LOG DETAIL
<br /> 4IQLOY NOT TO SCALE
<br /> 50 NOT TO SCALE TRUE SHEET SCALE
<br /> 0" 1/2" 1"
<br /> PAProjects\Projects-2022\12226016-Liberty Classical Acad Hugo- Pope\C. Design\Drawing Files\12226016 C500.dwg
<br />
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