csah18 csah17 - egram · p lanners statement of estimated quantities 3 ... 2575.570 rapid...
TRANSCRIPT
PROJECT TOTAL PARTICIPATING (SP 010-618-013) NON-P ARTIC IP A TING
CSAH18 CSAH17 STORM SEWER
TAB NOTES ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED (LYMAN BLVD) (POWERS BLVD) CITY OF CHANHASSEN CARVER COUNTY
QUANTITIES SP 010-618-013 SP 010-617-020 SP 010-618-013
SP 194-020-009 SP 194-020-009 SP 194-020-009
2021.501 MOBILIZATION LUMP SUM 1 0.87 0.11 0.01 0.01
2031.501 FIELD OFFICE TYPE D EACH 1 0.87 0.11 0.01 0.01 2041.610 TRAINEES HOUR 1000 1000
M 2101.501 CLEARING ACRE 0.4 0.4
M 2101.502 CLEARING TREE 107 I 98 9
M 2101.506 GRUBBING ACRE 0.4 0.4 M 2101.507 GRUBBING TREE 107 98 9 F 2104.501 REMOVE PIPE CULVERTS LIN FT 680 I 680
2104.501 REMOVE WATERMAIN LIN FT 73 73 F 2104 .501 REMOVE SEWER PIPE (STORM) LIN FT 299 299
N 2104.501 REMOVE CURB AND GUTIER LIN FT 5210 1930 3280 T 2104.501 REMOVE FENCE LIN FT 2920 2920
KK 2104 .501 REMOVE UNDERGROUND WIRE LIN FT 815 815 KK 2104.501 REMOVE RIGID STEEL CONDUIT LIN FT 65 65 T 2104.501 REMOVE BARBED WIRE FENCE LIN FT 410 410
N 2104.503 REMOVE BITUMINOUS WALK SQFT 15140 4690 10450 N 2104.503 REMOVE CONCRETE MEDIAN SQFT 7200 810 6390 N 4 2104.505 REMOVE BITUMINOUS PAVEMENT SQYD 25660 22520 2730 205 205 K 2104.509 REMOVE GATE VALVE & BOX EACH 1 1 F 2104.509 REMOVE DRAINAGE STRUCTURE EACH 8 8
FF 2104.509 REMOVE DELINEATOR EACH 2 2 FF 2104.509 REMOVE MARKER EACH 4 3 1 BB 2104.509 REMOVE SIGN TYPE C EACH 16 11 5
2104 .509 REMOVE MAIL BOX SUPPORT EACH 3 3 N 2104.513 SAWING BITPAVEMENT(FULL DEPTH) LIN FT 4490 990 3500
F 2104 .523 SALVAGE CASTING EACH 4 4 K 2104.523 SALVAGE GATE VALVE & BOX EACH 2 1 1
KQ 2104.523 SALVAGE HYDRANT EACH 2 1 1 G 2104.523 SALVAGE LIGHTING UNIT EACH 1 1
DD 2104.523 SALVAGE SIGN TYPE C EACH 18 11 7
EE 2104.523 SALVAGE SIGN TYPED EACH 6 3 3 A-E 2106.607 EXCAVATION- COMMON (P) CUYD 78357 72905 5452 A-E 2106.607 EXCAVATION- SUBGRADE (P) CUYD 33720 30013 3707 A-E 2106.607 EXCAVATION- MUCK CUYD 40758 40758 A-E 2106.607 COMMON EMBANKMENT (CV) (P) CUYD 75553 74384 1169
A-E 2 2106.607 SELECT GRANULAR EMBANKMENT (CV) (P) CUYD 26777 24203 2574
1 ' 3 2106.607 SELECT GRANULAR EMBANKMENT MODIFIED (1 0%) (CV) (P) CUYD 1480 1480 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 120 50 70
R 2211.503 AGGREGATE BASE (CV) CLASS 5 (P) CUYD 9520 8690 830 N 2232.501 MILL BITUMINOUS SURFACE (2.0") SQYD 9890 3870 6020
- . R 4 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 5890 5230 640 10 10 R 4 2360.501 TYPE SP 12.5 WEARING COURSE MIX (2,B) TON 370 270 50 50 R 2360.501 TYPE SP 12.5 WEARING COURSE MIX (4,F) TON 10290 8890 1400 R 2360.502 TYPE SP 19.0 NON WEARING COURSE MIX (4 ,B) TON 9030 8460 570
3 2401.513 TYPE MOD P-1 (TL-2) RAILING CONC (3Y46) LIN FT 275 275
2 2401.601 STRUCTURE EXCAVATION LUMP SUM 1 1 2 2401.601 FOUNDATION PREPARATION LUMP SUM 1 1 3 2411.501 STRUCTURAL CONCRETE (1A43) CUYD 264 264 3 2411 .501 STRUCTURAL CONCRETE (3Y43) CUYD 184 184 2 24 11 .507 CONCRETE WEIR (P) EACH 1 1
1 ' 3 2411 .511 STRUCTURE EXCAVATION CLASS U CUYD 1739 1739 3 2411.541 REINFORCEMENT BARS POUND 21970 21970 3 2411 .541 REINFORCEMENT BARS (EPOXY COATED) POUND 27610 27610 3 2411.618 ARCH SURFACE FINISH (MUL Tl COLOR) SQFT 2835 1417 1418 3 2411.618 ARCH CONC TEXTURE (CUT STONE) SQFT 2835 1417 1418
NOTES: SEE SHEET 6 FOR NOTES. SEE SHEET 7 FOR INDEX OF TABULATIONS.
I hereby ce r ti fy thai this olan. specification. or r eoort STATE PROJECT NO. DRAWN BY CARVER COUNTY SHEET wa s oreoar-ed by me or under my direct superv ision and S.P. 010-618-013 T. KRANZ
:~ ENGINEERS -that I o m a duly L icensed Professiona l Engineer under S.P. 010-617-020
the lows of the State of Minnesota. S.P. 194-020-009 DESIGNED BY P LANNERS STATEMENT OF ESTIMATED QUANTITIES 3
Print ~ ./J NATHEN A. WILL N. WILL
CHECKED B Y 0 ESIGNERS C. S.A.H . 18 (LYMAN BL YO. >-PHASE 3 OF ;. _,., 'L../ .A..#~/ COUNTY PROJECT NO. NO DATE BY CKD APPR
J. GERSEMA Consulting Group, Inc. /l/"1/13 220
H: \ Projects \ 6098 P3 \ Hl MU\P I an\6098 P3 _estOl. dwg: EST -0 1 Dote License • 26391 CIT Y PROJEC T NO. COMM . NO. 0116098
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TAB NOTES NOTES ITEM DESCRIPTION
s 2531 .501 CONCRETE CURB & GUTTER DESIGN D424 (MOD)
R 2531.507 6" CONCRETE DRfVEWAY PAVEMENT
R 2531 .507 8" CONCRETE DRfVEWAY PAVEMENT
s 2531 .618 TRUNCATED DOMES 2533.507 PORTABLE PRECAST CONC BARRIER DES 8337
s 2535.50 1 BITUMINOUS CURB 2540.602 MAIL BOX SUPPORT
3 2540.603 METAL RAILING
KK 2545.511 LIGHTING UNIT TYPE SPECLl\L 1
KK 2545.515 LIGHT BASE DESIGN E MODIFIED
KK 2545.521 2" RIGID STEEL CONDUIT
KK 2545.521 2" RIGID STEEL COND (DIREC110NAL BORE)
KK 2545.53 1 UNDERGROUND WIRE 1 COND NO 2
KK 2545.531 UNDERGROUND WIRE 1 COND NO 6
KK 2545.541 SERVICE CABINET SECONDARY TYPE B (MOD)
KK 2545.545 EQUIPMENT PAD B (MOD)
KK 2545.553 HAND HOLE KK 2545.602 SERVICE EQUIPMENT KK 2545.602 INSTALL LIGHTING UNIT
2550.523 1.25" NON-METALLIC CONDUIT
2550.602 PULL VAULT 2554 .509 GUIDE POSTTYPE B 2554.602 IMPACT ATTENUATOR BARRELS
T 2557 .501 WIRE FENCE DESIGN 60V-9322
T 2557.522 METAL BRACE ASSEMBLY
T 2557 .527 ELECTRICAL GROUND
T 2557 .603 BARBED WIRE FENCE
v 2563.60 1 TRAFFIC CONTROL
GGHH 2563.60 1 DETOUR SIGNING
cc 2564.53 1 SIGN PANELS TYPE C
DD 2564.537 INSTALL SIGN TYPE C
EE 2564.537 INSTALL SIGN TYPE D AA 2564 .552 HAZARD MARKER X4-2
AA 2564.553 CLEARANCE MARKER X4-4 AA 2564.555 END OF ROADWAYMARKERX4-11
2565.51 1 TRAFFIC CONTROL SIGNAL SYSTEM 2565.60 1 EMERGENCYVEHICLE PREEMPTION SYSTEM 2565.60 1 TRAFFIC CONTROL INTERCONNEC110N
JJ 2571 .502 DECIDUOUS TREE 2" CAL B&B
T 2572.50 1 TEMPORARY FENCE
u 2573 .502 SILT FENCE, TYPE HEAVY DUTY 2573.502 SILT FENCE, TYPE SUPER DUTY
u 2573.505 FLOTATION SILT CURTAIN TYPE STILLWATER u 2573.512 TEMPORARY DITCH CHECK TYPE 2 u 2573.513 TEMPORARY DITCH CHECK TYPE 5
u 2573.530 STORM DRAIN INLET PROTECTION 2573.550 EROSION CONTROL SUPERVISOR
2 2573.601 CULVERT END PROTECTION u 2573 .602 TEMPORARY ROCK CONSTRUCTION ENTRANCE u 2575 .501 SEEDING
u 2575 .502 SEED MIXTURE 270 u 2575.502 SEED MIXTURE 310 u 2575.502 SEED MIXTURE 350 w 2575 .505 SODDING TYPE EROSION u 4 2575.505 SODDING TYPE LAWN
NO DATE BY CKD APPR
H' \Projects \ 6098 P3 \ HI MU\Pion \ 6098 PLestOl.dwg:EST 03
PROJECT TOTAL PARTIC IPA11NG (SP 010-618-013) NON-PARTICIPA11NG
CSAH18 CSAH17 STORM SEWER
UNIT ESTMATED (LYMAN BLVD) (POWERS BLVD)
QUANTrTIES CITY OF CHANHASSEN CARVER COUNTY
SP 010-618-013 SP 010-617-020 SP 010-618-013
SP 194-020-009 SP 194-020-009 SP 194-020-009
LIN FT 8090 8090 SQYD 120 120 SQYD 20 20 SQFT 308 268 40 LIN FT 100 90 10
LIN FT 90 90 EACH 3 3 LIN FT 275 275 EACH 6 4 2 EACH 7 4 3
LIN FT 1089 874 215 LIN FT 496 412 84 LIN FT 192 162 30 LIN FT 5624 3914 1710 EACH 2 1 1
EACH 2 1 1 EACH 10 8 2 EACH 2 1 1 EACH 1 1 LIN FT 7650 7650
EACH 3 3 EACH 11 4 7 EACH 40 20 20 LIN FT 530 530 EACH 3 3
EACH 1 1 LIN FT 380 380
LUMP SUM 1 0.87 0.11 0.01 0.01 LUMP SUM 1 1
SQFT 260.9 220.9 40
EACH 18 11 7 EACH 6 3 3 EACH 9 8 1 EACH 1 1 EACH 3 3
SIGSYS 1 0.5 0.5 LUMP SUM 1 0.5 0.5 LUMP SUM 1 1
EACH 49 44 5 LIN FT 470 470
LIN FT 4450 4130 320 LIN FT 400 400 LIN FT 200 200 LIN FT 170 170 CUYD 80 80
EACH 81 70 11 LUMP SUM 1 0.87 0.11 0.01 0.01 LUMP SUM 1 1
EACH 5 3 2 ACRE 6.8 6 0.8
POUND 40 40 POUND 40 40 POUND 540 480 60 SQYD 29 29 SQYD 2020 1790 115 115
NOTE:
SEE SHEET 6 FOR NOTES.
SEE SHEET 7 FOR INDEX OF TABULATIONS.
! nereo y certify tno ;- Tnis plan. soecificot ion. or r eport STATE PROJEC T NO. DRAWN B Y CARVER COUNTY wa s prepared o y me o:- under my direct super v ision ana S.P. 010-618-013 T. KRANZ
~~~ ENG INEERS S HEET
tnat 1 am o duly Li censee Professional Engineer u naer S.P. 010-617-020 tne lows of the STate o f Minnesota. S.P. 194-020-009 DES I GNED BY
PLANNERS 5 Print NomEii /J NAT HE N A. WILL N. WILL STATE MENT OF ESTI MA TED QUANTITIES
P'7~4~ CHECKED BY 0 ESICNERS C.S .A. H. 18 BLVD. ) -PHASE OF COUNTY PROJECT NO. (LYMAN 3 J. GERSEMA
Dote // /'7 j'j ? Consulting Group, Inc. 220 Li c ense • 26391 CITY PROJECT NO. COMM. NO. 0116098
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TAB NOTES NOTES ITEM DESCRIPTION
u 2575.505 SODDING TYPE SALT RESISTANT u 2575.511 MULCH MATERIAL TYPE 3 u 2575.519 DISK ANCHORING u 5 2575.523 EROSION CONllROL BLANKETS CATEGORY3 u 2 2575.525 EROSION STABILIZA llON MAT CLASS 2
u 4 2575.532 FERTILIZER TYPE 3 u 2575.532 FERTILIZER TYPE 4
2575.570 RAPID STABILIZATION METHOD 1 2575.570 RAPID STABILIZATION METHOD 2 2575.571 RAPID STABILIZATION METHOD 3
z 2582.501 PA VT MSSG (L T ARROW) EPOXY z 2582.501 PAVTMSSG (RT ARROW) EPOXY z 2582.501 PAVTMSSG (ONLY) EPOXY z 2582.502 4" SOLID LINE WHITE-PAINT z 2582.502 6" SOLID LINE WHrTE-PAINT
z 2582.502 4" BROKEN LINE WHrTE-PAINT z 2582.502 8" DOTTED LINE WHITE-PAINT z 2582.502 4" SOLID LINE YELLOW-PAINT z 2582.502 4" DOUBLE SOLID LINE YELLOW-PAINT z 2582.502 24" SOLID LINE WHrTE-EPOXY
z 2582.503 CROSSWALK MARKING-EPOXY
SEQ NOTES :
( 1 ) FOR RETAINING WALL EXCAVATION AND BACKFILL.
(2) SEE BOX CULVERT SCHEDULE OF QUANTITIES ON SHEET 119 . (3) SEE RETAINING WALL SCHEDULE OF QUANTITIES ON SHEET 95. (4) FOR DRIVEWAY AT 1330 LYMAN. SEE REMOVAL & CONSTRUCTION PLANS .
(5) EROSION CONTROL BLANKET CATEGORY 3 SHALL BE NATURAL MESH WITH
(P) INDICATES PLAN QUANTITY.
NO DA TE BY CKD APPR
H: '\Pro] ects '\6098 P3 '\H I MU'\P I on \ 6098 P3 _estOl. d wg: EST 04
PROJECT TOTAL PARllCIPATING (SP 010-6 18-013) NON-PARTIC IPA llNG
CSAH18 CSAH17 STORM SEWER
UNrT ESTMATED (LYMAN BLVD) (POWERS BLVD)
QUANllTIES CITY OF CHANHASSEN CARVER COUNTY
SP 010-618-013 SP 010-617-020 SP 010-618-013
SP 194-020-009 SP 194-020-009 SP 194-020-009
SQYD 8820 7890 930 TON 1.6 1.6
ACRE 0.8 0.8 SQYD 26470 22870 3600 SQYD 652 652
POUND 940 850 70 10 POUND 1010 900 110 ACRE 2.4 2.4 ACRE 1.2 1.2
M GALLONS 39 36 3
EACH 20 13 7 EACH 14 10 4 EACH 1 1 LIN FT 330 330 LIN FT 18930 14280 4650
LIN FT 2040 1620 420 LIN FT 490 490 LIN FT 11710 8980 2730 LIN FT 2240 2240 LIN FT 190 110 80
SOFT 690 330 360
RECTANGULAR-SHAPED, NON-WELDED OPENINGS.
- - 0
NOTE: SEE SHEET 7 FOR INDEX OF TABULATIONS.
l hereby certify t ha t this plan. spec i fication. or report STAT E PROJECT NO. DRAWN B Y CARVER COUNTY SHEET was prepar-ed b y me or unaer my direc t s u per-vision and S.P. 010 - 618-01 3 T. KRANZ
~~~~ ENG I NEERS tha t I om a duly Licensed Pr ofessional Engineer under S.P. 010-617-020
the lows of the State of Minnesota. S.P. 19~-020-009 DES IGNED BY PLANNERS 6
Print ~e: .Atf .... NATHEN A. Wj LL A N. WILL STATE MENT OF ESTI MA TED QUANTITIES
.-z;;/~ .J'U' CHECKED BY DESIGNERS C. S.A . H. 18 (LYMAN BLVD. ) -PHASE 3 OF ---pr~ COUNTY PROJECT NO. J. GERSEMA Consulting Group, Inc. Dote 1//.,/l..f
,. 2639 1 220 License 11
CITY PROJECT NO. COMM. NO. 01 16098
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INDEX OF TABULATIONS
TAB. TABULATION
A OVERALL PROJECT EARTHWORK SUMMARY
B EARTHWORK TABULATION- LYMAN BOULEVARD c EARTHWORK TABULATION- POWERS BOULEVARD
D EARTHWORK TABULATION- AUDUBON ROAD E EARTHWORK TABULATION- SUNSET TRAIL F EXISTING PUBLIC UTILITIES- DRAINAGE ITEMS G EXISTING PUBLIC UTILITIES- POWER H EXISTING PUBLIC UTILITIES- GAS J EXISTING PUBLIC UTILITIES- SANITARY SEWER K EXISTING PUBLIC UTILITIES- WATER L EXISTING PUBLIC UTILITIES- COMMUNICATIONS
M CLEARING & GRUBBING N REMOVALS, SAWING AND MILLING p 16" STEEL CASING PIPE Q WATERMAIN R AGGREGATE AND BITUMINOUS SUMMARY
s CURB & GUTTER AND WALK T FENCING u TURF ESTABLISHMENT I EROSION CONTROL v TRAFFIC CONTROL SIGN TABULATION w DRAINAGE TABULATION
X SUBSURFACE DRAINS TABULATION y CASTING ASSEMBLIES SUMMARY z PERMANENT PAVEMENT MARKINGS
AA DELINEATORS AND MARKERS BB REMOVE SIGN TYPE C cc SIGN PANELS TYPE C DD SALVAGE AND INSTALL SIGN TYPE C EE SALVAGE AND INSTALL SIGN TYPED
FF REMOVE DELINEATORS & MARKERS GG DETOUR "A" SIGN TABULATION HH DETOUR "B" SIGN TABULATION JJ PLANTING SCHEDULE KK LIGHTING TABULATION
TABULATIONS "1" , "0" AND "II" NOT USED
NO DATE BY CKD APPR
H: \Projects\6098 P3\Hl MU \Pi an\ 6098 P3_tb0l.dwg:STD PLT-0 1
SHEET NO.
8 9
10 10 10
11 -12 13 14 14 15 1 6 1 7 17 17 17 17 18 18 18 42
11 3- 1 1 4 18
100 143 142 142 142 142 143 143 39 41
134 1 77
I hereby certif y tno t thi s Plan. soeciflcotion. or repor t was p r-epar ed D)' me or unoer my direct super vision and that J om o dul y Licensed Professional Enginee- under t h e law s of tne State o f Minnesota.
Print Nome~ /? NATHEN A. WILL
--?~~~/~ Date ///? //"'f License • 2639 1
CITY OF CHANHASSEN STANDARD PLATES PLATE NO. DESCRIPTION
3101 STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR 3102 TYPICAL 4' DIAMETER CATCH BASIN MANHOLE 3106 CURB CONSTRUCTION AT CATCH BASIN 3107 RIP RAP DETAIL 3108 FLARED END SECTION 5207 COMMERCIAL/INDUSTRIAL CONCRETE DRIVEWAY APRON 5208 CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES WITH & WITHOUT CURBS 5209 RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES WITH & WITHOUT CURBS
5215A DETECTABLE WARNING SURFACE TRUNCATED DOMES 5240 LIGHTING POLE 5242 STREET LIGHT SERVICE CABINET 5243 SERVICE CABINET FOUNDATION
THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT.
STANDARD PLATES PLATE NO. DESCRIPTION 3000 L REINFORCED CONCRETE PIPE 3006 G GASKET JOINT FOR R.C. PIPE 3014 J REINFORCED CONCRETE PIPE ARCH 3100 G CONCRETE APRON FOR REINFORCED CONCRETE PIPE 3110 G CONCRETE APRON FOR REINFORCED CONCRETE PIPE ARCH 3131 c PRECAST CONCRETE HEADWALL FOR SUBSURFACE DRAINS 3133 c RIPRAP AT RCP OUTLETS 4000 J MANHOLE OR CATCH BASIN (Masonry, Field Constructed)- DESIGN A 4002 F MANHOLE OR CATCH BASIN (Masonry, Field Constructed)- DESIGN C 4005 L MANHOLE OR CATCH BASIN TYPE A & B CONE SECTIONS PRECAST- DESIGN F 4006 L MANHOLE OR CATCH BASIN PRECAST- DESIGNS G AND H 4010 H CONCRETE SHORT CONE & ADJUSTING RING (SECTIONAL CONCRETE) 4011 E PRECASTCONCRETEBASE 4020 J MANHOLE OR CATCH BASIN (FOR USE WITH OR WITHOUT TRAFFIC LOADS) 4101 D RING CASTING FOR MANHOLE OR CATCH BASIN 4110 F COVER CASTING FOR MANHOLE (FOR USE IN ALL TRAFFIC AREAS) - CASTING No . 715 AND 716 4140 D SPECIAL GRATE CASTINGS FOR CATCH BASIN (CONVEX AND CONCAVE)- CASTING No. 720 AND 721 4143 E STOOL GRATE & CONCRETE FRAME (MEDIAN DRAINS)- CASTING No. 731 4180 J MANHOLE OR CATCH BASIN STEP 7035 N CONCRETE WALK & CURB RETURNS AT ENTRANCES 7100 H CONCRETE CURB & GUTTER (DESIGN BAND DESIGN V) 7102 J CONCRETE CURB & GUTTER (DESIGN D, S, B4 , B5 AND D3)
- ?111 J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER) 7113 A CONCRETE APPROACH NOSE DETAIL 8000 I STANDARD BARRICADES 8112 G PEDESTAL FOUNDATION (TRAFFIC CONTROL SIGNALS) 8114 A P.V.C. HAND HOLE/PULL BOX (NO VEHICLE LOAD) 8121 G TRANSFORMER BASE AND POLE BASE PLATE (PA85 , PA90 AND PA100) 8122 F PEDESTAL & PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) 8123 G POLE AND MAST ARM LUMINAIRES AND TRAFFIC LIGHTS ASSEMBLY (FOR ALL POLE TYPES) 8126 K POLE FOUNDATION (PA90 AND PA100) 8129 A SHIM AND WASHER (TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING) 8132 B PREFORMED RIGID PVC CONDUIT LOOP DETECTOR 8337 c TEMPORARY PORTABLE PRECAST CONCRETE BARRIER (TYPE "F") 9102 D TURF ESTABLISHMENT AREAS (AT PIPE CULVERT ENDS) 9322 K CHAIN LINK FENCE 9324 c BARBED WIRE FENCE (STEEL POST)
STATE PROJECT NO. DRAWN BY CARVER COUNTY SHEET S.P. 010-618-01 3 D. FITCHORN
~~~~ ENGINEERS S.P. 010-617-020
S.P. 194-020-009 DESIGNED BY PLANNERS INDEX OF TABULATIONS AND STANDARD PLATES 7
S. PRUSAK
CHECKED BY 0 ESIGNERS C.S.A.H. 18 <LYMAN BLVD. ) -PHASE 3 OF COUNTY PROJECT NO. J. GERSEMA Consulting Group, Inc. INDEX OF TABULATIONS ~ STD . PLATES 220 CITY PROJECT NO. COMM . NO. 0 1 16098
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( M) CLEARING & GRUBBING ( R) AGGREGATE AND BITUMINOUS SUMMARY CLEARING GRUBBING BITUMINOUS (SPEC . 2360) (8)
BITUMINOUS CONCRETE (SPEC . 2531 )
·-ALIGNMENT STATION TO STATION AGGREGATE (TREE) (ACRE) (TREE) (ACRE) TYPE SP 12.5
BASE (CV) TYPE SP 12.5 TYPE SP 12.5 MATERIAL FOR NON 6" 8"
CLASS 5 WEARING WEARING WEARING
TACK COAT DRIVEWAY DRIVEWAY EBLYMAN 185+00 195+15 0 0 0 0 ALIGNMENT STATION TO STATION (SPEC. 2211) COURSE MIX COURSE MIX (SPEC . 2357)
COURSE MIX PAVEMENT PAVEMENT EBLYMAN 195+15 217+35 70 0.1 70 0.1 (7) (2,B) (4,F) (6)
EBLYMAN 217+35 228+80 28 0.3 28 0.3 (4 ,B)
EBLYMAN 229+65 - 238+00 0 0 0 0 (CU. YD .) (TON) (TON) (TON) (GAL.) (SQ. YD.) (SQ. YD.)
98 0.4 98 0.4 SUBTOTAL EBLYMAN 185+00 - 195+15 1350 0 1480 1460 880 0 20 EBLYMAN 195+15 - 21 7+35 4770 80 4590 4650 2740 120 0
SBPOWERS 400+00 - 417+00 9 0 9 0 EBLYMAN 217+35 228+80 2410 290 (9) 2250 2250 1390 (9) 0 0 EBLYMAN 229+65 - 238+00 160 0 570 100 240 0 0
SUBTOTAL 9 0 9 0
PROJECT TOTALS 107 0.4 107 0.4 SUBTOTAL 8690 370 8890 8460 5250 120 20
NOTES: SBPOWERS 400+00 417+00 830 0 1400 570 640 0 0 NO TREES WITHIN THE CONSTRUCTION LIMITS WILL BE REMOVED UNLESS DESIGNATED FOR REMOVAL BY THE ENGINEER. REMOVAL OF MISCELLANEOUS SHRUBS AND LANDSCAPING SHALL BE CONSIDERED SUBTOTAL 830 0 1400 570 640 0 0 INCIDENTAL. CLEARING AND GRUBBING (ACRE) QUANTITIES BASED UPON 110% OF AREA COMPUTED. PROJECT TOTALS 9520 370 10290 9030 5890 120 20
NOTES: (N) REMOVALS, SAWING AND MILLING (6) SEE CONSTRUCTION & SOILS NOTES FOR BITUMINOUS TACK APPLICATION RATE.
(2) (1) (2) (3) (2) (7) QUANTITY INCLUDES +0.50 INCH TOLERANCE. REMOVE (SPEC . 2104) SAWING (SPEC. 2104) MILL (SPEC. 2232) (8) QUANTITY INCLUDES +0.25 INCH TOLERANCE PER MIX. 113 LBS/SQ.YD *INCHES USED TO DETERMINE TONS OF MATERIAL.
ALIGNMENT STATION TO STATION BITUMINOUS BITUMINOUS CONCRETE CURB & BITUMINOUS BITUMINOUS (9) INCLUDES 100 TONS & 20 GALLONS FOR DRIVEWAY AT 1330 LYMAN. PAID AS NON-PARTICIPATING CHANHASSEN/CARVER COUNTY. PAVEMENT WALK MEDIAN GUTTER PAVEMENT SURFACE (2")
(SQYD) (SOFT) (SQ FT) (LIN FT) (LIN FT) (SQYD)
EBLYMAN 185+00 - 195+15 6340 4140 810 150 140 190 EBLYMAN 195+15 - 217+35 9330 0 0 170 130 0
EBLYMAN 217+35 228+80 6910 (4) 0 0 960 10 0 (P) 16" STEEL CASING PIPE (10) EBLYMAN 229+65 238+00 350 550 0 650 710 3680
16" STEEL SUBTOTAL 22930 4690 810 1930 990 3870
ALIGNMENT STATION TO STATION OWNER CASING PIPE NOTES (SPEC. 2503)
SBPOWERS 400+00 - 417+00 2730 10450 6390 3280 3500 6020 (LIN FT)
SUBTOTAL 2730 10450 6390 3280 3500 6020 EBLYMAN 195+15 217+35 CHANHASSEN 331 (1 0) PROJECT TOTALS 25660 15140 7200 5210 4490 9890
PROJECT TOTALS 331 NOTES: (1) ALL BITUMINOUS PAVEMENT & CONCRETE PAVEMENT SAWING IS FULL DEPTH.
NOTES: (2) REFER TO REMOVAL PLANS FOR EXACT LOCATIONS. (10) ALL CASING PIPE SHALL BE PAID AS CHANHASSEN NON-PARTICIPATING. (3) INCLUDES SAWCUTS TO REMOVE TEMPORARY BYPASS PAVING.
(4) INCLUDES 410 SY FOR DRIVEWAY AT 1330 LYMAN . PAID AS NON-PARTICIPATING CHANHASSEN/CARVER COUNTY.
(Q) WATERMAIN (5) - .
CONNECT INSTALL 8" GATE VALVE
DUCTILE IRON PIPE POLYSTYRENE WATERMAIN
TO EXISTING HYDRANT I GATE & BOX
WATERMAIN INSULATION FITTINGS ALIGNMENT STATION TO STATION OWNER
WATERMAIN VALVE & BOX 6" CL. 52 8" CL. 52 18"CL.51 (EACH) (EACH) (EACH) (LIN FT) (LIN FT) (LIN FT) (SY) (LBS)
EBLYMAN 185+00 195+15 CHANHASSEN 0 0 0 0 0 0 0 0 EBLYMAN 195+15 217+35 CHANHASSEN 1 1 1 20 403 0 7 1549 EBLYMAN 217+35 228+80 CHANHASSEN 1 0 0 0 0 32 0 678 EBLYMAN 229+65 238+00 CHANHASSEN 0 0 0 0 0 0 0 0
SUBTOTAL 2 1 1 20 403 32 7 2227
SBPOWERS 400+00 41 7+00 CHANHASSEN 1 1 0 26 0 0 0 0
PROJECT TOTALS 3 2 1 46 403 32 7 2227
NOTES:
(5) ALL WATERMAIN WORK BETWEEN STA. 195+15 & 217+35 SHALL BE PAID AS CHANHASSEN NON-PARTICIPATING. l here oy certify tno t this olon. soeci f icotion. or repori STATE PROJECT NO. DRAWN BY CARVER COUNTY SHEET S.P. 010-618-01 3
J:j~~~ E NGINEERS was pr epa red by me o r- unde r my d i r ect supervis ion an d D. FITCHORN
Thai I om a duly Licensed Profes5i o nal Engi n ee r u n der S.P. 010-617-020 1 7 t h e lows of the Stat£ of Minneso ta. S.P. !94-020-009 DESIGNED BY
P LANNERS TABULATIONS Prin~~ ....., NATHEN A. WI L L 5. PRUSAK
DESIGNERS BLVD. >-PHASE 3 OF --:2. :-~ ~ ..,Y CHECKE D BY C.S.A.H. 18 (LYMAN COUNTY PROJECT NO . J. GERSEMA Consulting Group, Inc. 220 NO DATE BY CKD APPR ///783 2639 1 H: \ Proj ec t s\6098-P3 \ Hl-MU\ Pion \ 6098 P3 _t b OI.dwg: TB II Dote License • CITY PROJECT NO. COMM. NO. 0116 098
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( s) CURB & GUTTER AND WALK (X) SUBSURFACE DRAINS WALK (SPEC. 2521) CONCRETE CURB & GUTTER (SPEC . 2531) (A) (B)
(A) (B) BITUMINOUS TRUNCATED 4" PERFORATED FINE FILTER ALIGNMENT STATION TO STATION 3" 4" 6" B424 B424 (MOD) B618 B624 D424 (MOD) CURB DOMES ALIGNMENT STATION TO STATION TP PIPE DRAIN AGGREGATE
BITUMINOUS CONCRETE CONCRETE (SPEC. 2535) (SPEC. 2531) (SPEC . 2502) (SPEC. 2451) (SQ. FT.) (SQ. FT.) (SQ. FT.) (LIN FT.) (LIN FT.) (LIN FT.) (LIN FT.) (LIN FT.) (LIN FT.) (SQ. FT.) (LIN FT) (CUYD)
EBLYMAN 185+00 195+15 630 5670 1450 I 1540 0 80 0 1430 0 68 EBLYMAN 185+00 - 195+15 340 20 EBLYMAN 195+15 - 217+35 23900 23 110 430 4810 0 200 0 4290 90 80 EBLYMAN 195+15 - 217+35 2300 110 EBLYMAN 217+35 - 228+80 12550 8140 1190 2600 0 0 0 2290 0 100 EBLYMAN 217+35 228+80 2505(A) 100 EBLYMAN 229+65 238+00 1130 150 510 760 0 0 0 80 0 20 EBLYMAN 229+65 238+00 0 0
SUBTOTAL 38210 37070 3580 9710 0 280 0 8090 90 268 SUBTOTAL 5145 230
SBPOWERS 400+00 417+00 8290 8630 500 680 1270 0 1190 0 0 40 SBPOWERS 400+00 - 417+00 540 30
SUBTOTAL 8290 8630 500 680 1270 0 1190 0 0 40 SUBTOTAL 540 I 30
PROJECT TOTALS 5685 260 PROJECT TOTALS 46500 45700 4080 10390 1270 280 1190 8090 90 308
NOTES FOR TAB (S): NOTES FOR TAB (X): (A) INCLUDES 275 LF FOR RETAINING WALL.
(A) BITUMINOUS MIXTURE DESIGNATION SHALL BE SPWEB230B. (B) SEE DETAIL ON SHEET 26.
(B) QUANTITY FOR 6" CONCRETE APPROACH NOSES ON MEDIANS (SEE STD. PLT. 7113) AND PEDESTRIAN RAMP AREAS.
(U) TURF ESTABLISHMENT I EROSION CONTROL (1 ,6) TEMPORARY TEMPORARY SILT FLOTATION STORM SEED MIXTURE (2) SODDING MULCH MATERIAL EROSION EROSION (2)(3) (2)(4) TEMPORARY
DITCH DITCH FENCE SILT CURTAIN DRAIN SEEDING
(5) TYPE TYPE TYPE DISK CONTROL STABILIZATIOI\ FERTILIZER FERTILIZER ROCK ALIGNMENT STATION TO STATION CHECK CHECK HEAVY TYPE INLET 270 310 350 SALT LAWN 3 ANCHOR. BLANKET MAT TYPE 3 TYPE 4 CONSTRUCTION
TYPE 2 TYPE 5 DUTY STILL WATER PROECTION RESISTANT (2) CATEGORY 3 (8) CLASS 2 22-5-10 18-1-8 ENTRANCE (LIN. FT.) (CU. YD. ) (LIN. FT.) (LIN. FT.) (EACH) (ACRE) (LB) (LB) (LB) (SQ. YD .) (SQ . YD.) (TON) (ACRE) (SQ . YD.) (SQ. YD .) (LB) (LB) (EACH)
EBLYMAN 185+00 - 195+15 0 0 630 0 15 0.1 0 0 10 1890 0 0.2 0.1 0 0 140 30 2 EBLYMAN 195+15 - 217+35 170 80 2990 200 38 3.9 30 40 300 4090 1120 0 0.2 0.1 16160 652 460 570 EBLYMAN 217+35 - 228+80 0 0 110 0 14 1.7 10 0 130 1590 900 (7) 0.8 0.4 5940 0 230 (7) 240 1 EBLYMAN 229+65 - 238+00 0 0 400 0 3 0.3 0 0 40 320 0 0.4 0.2 770 I 0 40 60
I SUBTOTAL 170 80 4130 200 70 6.0 40 40 480 7890 2020 1.6 0.8 22870 652 870 900 3
SBPOWERS 400+00 - 417+00 0 0 320 0 11 0.8 0 0 60 930 0 0.0 0.0 3600 0 70 11 0 2
SUBTOTAL 0 0 320 0 11 0.8 0 0 60 930 0 0.0 0.0 3600 0 70 110 2
PROJECT TOTALS 170 80 4450 200 81 6.8 40 40 540 8820 2020 1.6 0.8 - 26470 652 940 1010 5
NOTES FOR TAB (U) : (1) QUANTITIES ARE BASED ON 110% OF THE COMPUTED AREA OR LENGTH. (2) QUANTITIES ARE BASED ON THE FOLLOWING BASIS:
SEED MIXTURE 270- 120 LBS/ACRE MULCH TYPE 3 - 2 TONS/ACRE SEED MIXTURE 310- 82 LBS/ACRE FERTILIZER TYPE 3: 22-5-10 - 350 LBS/ACRE (T) FENCING SEED MIXTURE 350- 84.5 LBS/ACRE FERTILIZER TYPE 4: 18-1-18- 150 LBS/ACRE REMOVE FURNISH AND INSTALL
(3) FERTILIZER TYPE 3 SHALL BE SLOW RELEASE NITROGEN FERTILIZER. REMOVE FENCE BARBED WIRE FENCE BARBED TEMPORARY METAL ELECTRICAL
(4) FERTILIZER TYPE 4 SHALL BE NATURAL BASE FERTILIZER. ALIGNMENT STATION TO STATION (SPEC. 2104) WIRE DESIGN WIRE CONSTRUCTION BRACE GROUND
(5) SHALL INCLUDE DRY FORBES. FENCE 60V-9322 FENCE FENCE ASSEMBLY
(6) CONTRACT INCLUDES THE FOLLOWING ADDITIONAL ITEMS TO BE USED AS DIRECTED BY THE ENGINEER: (LIN FT) (LIN FT) (LIN FT) (LIN FT) (LIN FT) (EACH) (EACH)
RAPID STABILIZATION METHOD 1 RAPID STABILIZATION METHOD 3 EBLYMAN 185+00 - 195+15 0 0 0 0 0 0 0 RAPID STABILIZATION METHOD 2 SILT FENCE SUPER DUTY EBLYMAN 195+15 217+35 2920 20 530 20 470 2 1
(7) INCLUDES 230 SY AND 20 LBS FOR DRIVEWAY AT 1330 LYMAN. PAID AS NON-PARTICIPATING CHANHASSEN/CARVER COUNTY. EBLYMAN 217+35 228+80 0 390 0 360 0 1 0 (8) EROSION CONTROL BLANKET CATEGORY 3 SHALL BE NATURAL MESH WITH RECTANGULAR-SHAPED, EBLYMAN 229+65 - 238+00 0 0 0 0 0 0 0
NON-WELDED OPENINGS . SUBTOTAL 2920 410 I 530 380 470 3 1
SBPOWERS 400+00 417+00 0 0 0 0 0 0 0
SUBTOTAL 0 0 0 0 0 0 0
PROJECT TOTALS 2920 410 530 380 470 3 1
l h ereoy cer tify that th is plan, specification . or report STATE PROJEC T NO. DRAWN BY CARVER COUNTY SHEET was prepared by me or under my di rect supervision and S.P. 010-618-0!3 D. FITCHORN
~:J:~I ENG INEE RS t hai ! am a dul y Licensed Professional Engin eer under S.P. OJ 0-617-020
t h e lows of the..:;; te of Minnesota. S.P. 194-020-009 DESIGNED BY PLANNERS 18
Print Nome: /'II ATHEN A. WILL S. PRUSAK TABULATIONS
-77~~~ CHECKED BY DESIGNERS C.S.A.H. 18 <lYMAN BLVD. >-PHASE 3 OF COUNTY PROJECT NO. NO DATE BY CKD APPR J. GERSEMA Consulting Group, Inc. ///h//? 220 H:\Projects\6098 P3\HI MU \P ion\6098 P3_tb0 !. dwg:TB 12 Dote License • 26391 CITY PROJECT NO. COMM. NO. 0116098
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CONSTRUCTION I SOILS NOTES
GRADING, BASE AND SURFACE
1. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 OR 6 AGGREGATE BASE.
2. SUITABLE GRADING MATERIAL ON THIS PROJECT, WHETHER OBTAINED LOCALLY OR FROM BORROW, SHALL CONSIST OF ALL SOILS EXCEPT TOPSOIL, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE MATERIAL.
3. UNSUITABLE MATERIALS ARE TOPSOILS, DEBRIS, PEAT, MUCK AND ORGANIC OR OTHER UNSTABLE SOILS.
4. GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B1. SELECT GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B2. SELECT GRANULAR MATERIAL MODIFIED IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC. 3149.2B2, MODIFIED TO 10 PERCENT OR LESS PASSING THE NUMBER 200 SIEVE.
5. STRIP SOD AND TOPSOIL FROM LANDSCAPED AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. FOR ESTIMATING PURPOSES, THE DEPTH OF TOPSOIL AVAILABLE IS CONSIDERED TO BE 4".
6. ALL TOPSOIL STRIPPING WILL BE CONSIDERED TO BE COMMON EXCAVATION.
7. IN ALL AREAS OF NEW MAINLINE ROADWAY RECONSTRUCTION (PERMANENT AND TEMPORARY) , PROVIDE FOR A MINIMUM12" SUBCUT UNLESS OTHERWISE NOTED. BACKFILL WITH SUITABLE GRADING MATERIAL. ANY UNCONTAMINATED GRANULAR MATERIAL REMOVED FROM THE EXISTING SUBGRADE AREA MAY BE USED IN OTHER AREAS DESIGNATED FOR GRANULAR MATERIAL.
8. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO OFFSET STABILITY PROBLEMS.
9. THE PITCH OF GUTIER, HEIGHT OF THE CURB AND OTHER MINOR CHANGES MAY BE ADJUSTED TO MEET EXISTING CONDITIONS AT THE DISCRETION OF THE PROJECT ENGINEER.
10. EXCESS TOPSOIL SHALL BE USED THROUGHOUT THE PROJECT AND IN LOCATIONS INDICATED BY THE ENGINEER.
11 . IN FILL SECTIONS, TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE ELIMINATED FROM THE UPPER 4 FEET OF THE "GRADING GRADE" BENEATH THE ROADWAY, WITHIN THE LIMITS SHOWN ON THE TYPICAL SECTIONS.
12. OBTAIN COMPACTION ON THE GRADING PORTIONS OF PERMANENT CONSTRUCTION IN ACCORDANCE WITH "SPECIFIED DENSITY METHOD" REQUIREMENTS.
13. COMPACTION OF THE AGGREGATE BASE LAYER SHALL BE OBTAINED IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD". THE TEST SHALL BE PERFORMED IN ACCORDANCE WITH SECTION C3 AND C3A OF THE (2211) AGGREGATE BASE SPECIFICATION, INCLUDED IN THE SPECIAL PROVISIONS. THIS WOULD INCLUDE ANY AREAS WHERE CRUSHED CONCRETE OR SALVAGED ASPHALT MAY BE USED FOR AGGREGATE BASE.
14. COMPACTION OF THE GRADING AND AGGREGATE ITEMS ON BYPASSES AND OTHER TEMPORARY WORK SHALL BE BY THE "SPECIFIED DENSITY METHOD".
15. TEST ROLLING SHALL BE PERFORMED FOLLOWING COMPACTION OF THE BOTIOM OF THE SUBCUT AND THE SUBGRADE USING A SINGLE UNIT, 3 AXLE DUMP TRUCK WEIGHING 25 TONS GROSS WEIGHT. RUTIING OR YIELDING OF THE COMPACTED GRADE IN EXCESS OF ONE (1) INCH AS A RESULT OF TEST ROLLING SHALL BE CONSIDERED UNSTABLE. THE TEST ROLLING SHALL BE MADE ACROSS A REASONABLE WIDTH OF THE ROADBED TO THE SATISFACTION OF THE ENGINEER. EXISTING UTILITY TRENCHES FOUND TO BE UNSTABLE AND UNSUITABLE TO TEST ROLLING WILL NOT BE SUBJECT TO THIS PROCEDURE.
16. THE BOTIOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE "SPECIFIED DENSITY METHOD". THE CONTRACTOR SHALL USE A MINIMUM OF 4 PASSES OF AN APPROVED COMPACTION DEVICE.
17. AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT, TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING A 1V:2H OR GREATER (FLATIER) SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF THE EXCAVATION.
18. WHERE CONNECTING TO THE INPLACE ROADWAYS AT THE TERMINI OF PROPOSED CONSTRUCTION, CUT VERTICALLY TO THE BOTIOM OF THE INPLACE SURFACING OR TO THE BOTIOM OF THE NEW SURFACING, WHICHEVER IS DEEPER, THEN 1V:20H TO THE BOTIOM OF THE RECOMMENDED SUBGRADE EXCAVATION, UNLESS OTHERWISE NOTED.
19. PROVIDE 1V:20H LONGITUDINAL TAPERS BETWEEN CHANGES IN SUBGRADE AND SUBCUT DEPTHS.
20. DITCH BOTIOMS, TOE OF FILL, CUT RUNOUTS AND THE TOP EDGE OF BACKSLOPES SHALL BE ROUNDED REGARDLESS OF THE SECTION USED ON THE TYPICAL SECTIONS AND CROSS SECTION SHEETS .
21 . PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES. THE TACK COAT SHALL BE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357 WITH THE FOLLOWING MODIFICATIONS: 1. THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS-1 OR CSS-1H) AND SHALL BE APPLIED BETWEEN ALL BITUMINOUS COURSES. 2. THE TACK COAT SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAUSY BETWEEN BITUMINOUS LAYERS AND 0.07 TO 0.10 GAUSY ON MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID.
- .
CONSTRUCTION I SOILS NOTES
22. STABILIZING AGGREGATE SHALL BE INCORPORATED INTO THE SUBGRADE TO ACHIEVE SATISFACTORY SURFACE STABILITY AT LOCATIONS DEEMED NECESSARY BY THE ENGINEER, IN ACCORDANCE WITH THE PROVISIONS OF SPEC. 2105.3G. GRANULAR MATERIAL WHICH IS FURNISHED BY THE CONTRACTOR SHALL BE STABILIZED, IF NECESSARY,AT THE CONTRACTOR 'S EXPENSE. WHERE STABILIZING AGGREGATE IS DEEMED NECESSARY, IT SHALL BE APPLIED AT A RATE OF APPROXIMATELY 200 LBS/SY.
23. PROVIDE A FULL DEPTH SAWCUT WHERE PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT TO ENSURE A UNIFORM JOINT.
24. MNDOT 2112 SUBGRADE PREPARATION IS MODIFIED TO THE DEPTH SHOWN IN THE TYPICAL SECTIONS.
REMOVALS
25. PROVIDE FOR THE REMOVAL AND DISPOSAL OF ANY INPLACE SURFACING, GUARDRAIL, OTHER STRUCTURES OR DEBRIS THAT WOULD INTERFERE WITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OF CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWED OR DISPOSED OF OFF THE RIGHT OF WAY IN ACCORDANCE WITH SPEC. 21 04 .3C3 PROVIDE FOR SAW CUTIING AS DEEMED NECESSARY BY THE ENGINEER.
26. THE EXISTING PAVEMENT THICKNESSES ARE ASSUMED TO BE 6-1 2 INCHES OF BITUMINOUS OVER AGGREGATE BASE.THE CONTRACTOR SHALL INVESTIGATE AND MAKE HIS OWN DETERMINATION.(INFORMATION TAKEN FROM THE PROJECT SOIL BORINGS AND RECORD DRAWINGS).
TURF ESTABLISHMENT
27. PLACE A MINIMUM OF 6 INCHES OF TOPSOIL OR SLOPE DRESSING ON ALL AREAS SCHEDULED FOR PERMANENT TURF ESTABLISHMENT.
28. SEE TURF ESTABLISHMENT PLANS FOR LOCATION AND TYPE OF SODDING AND SEEDING.
MISCELLANEOUS
29. WHERE SEDIMENT DEPOSITS IN WATERS OF THE STATE, THE MATERIAL MUST BE REMOVED WITHIN 7 DAYS.
30. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
31 . THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE-CALL.
32. WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE.
33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS RESULTING FROM NEGLIGENCE.
34. TRACKING OF SEDIMENT INTO THE PUBLIC RIGHT OF WAY SHALL BE CLEANED UP AT THE END OF EACH WORKING DAY.
UTILITIES
35. UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY THE CONTRACTOR OF THE CONSTRUCTION STARTING DATE PRIOR TO EACH STAGE OF CONSTRUCTION.
36. CERTAIN RELOCATION OF EXISTING UTILITIES WILL BE REQUIRED AS A RESULT OF THIS PROJECT'S CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY POTENTIAL UTILITY CONFLICTS, VERIFY UTILITY CONFLICTS AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES TO AVOID UNNECESSARY DELAYS. NO COMPENSATION WILL BE MADE FOR DELAYS ASSOCIATED WITH THE CONTRACTORS FAILURE TO ADEQUATELY COORDINATE WITH UTILITYCOMPANIES.
37. ALL PRIVATELY OWNED UTILITY MANHOLES TO BE RESET BY OTHERS.
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FLOWS FLOWS DRAINAGE TABULATION w FROM TO
STR. STR. NEW RC PIPE SEWER RIP RAP
OR STRUCTURE LOCATION OR STRUCTURE RC PIPE (DESIGN 3006) CULVERT CS PIPE TRENCH SOD (C)(D)
APRON APRON CONSTRUCTION (H)(E) CLASS GUIDE NOTES
INLET OUTLET PAY CASTING STEPS 12" 15" 18" 18" 21" 24" 27" 30" 24" 12" PLASTIC "B" TYPE CLASS CLASS POSTS
POINT ALIGNMENT STATION OFFSET POINT DESIGN HEIGHT ASSEMBLY REQ'D CL V CL V CL Ill CL IV CL Ill CL Ill CL Ill CL IV CL V ALT BEDDING EROSION II IV TYPE B
NO. NAME FT NO. LIN FT TYPE (A) (B) L.F . APR L.F. APR L.F. APR L.F . APR L.F . APR L.F. APR L.F . APR L.F. APR L.F. APR L.F. APR CUYD SQYD CUYD CUYD EACH
150 E.B . LYMAN AVE 216+84.32 99.97 L 151 DES SP 2 (48") 4 .7 c- 1 88
151 E.B . LYMAN AVE 216+05.19 60.75 L 162 DES SP 2 (48") 4.4 c- 1 86
154 E.B . LYMAN AVE 209+58 .83 115.6 L 155 APRON 186 1 13 1 (H)
155 E.B. LYMAN AVE 209+57.77 82.46 R APRON 1 5.5 1 (H)
160 E.B. LYMAN AVE 217+02.48 58 .11 R 161 DES SP 2 (48") 3.7 c -1 42 X
161 E.B . LYMAN AVE 216+61.07 62.88 R 162 DES SP 2 (48") 4.8 c- 2 67 X
162 E.B. LYMAN AVE 216+05.53 25 .00 R 117 DES SP 2 (48") 5.5 C-2 y 150
171 AUDUBON 12+55.27 59.12 L 172 APRON 83 1 8 1 (G)
172 AUDUBON 12+58.68 23.46 R 173 DES SP 2 (48") 10 .1 C-3 y 72
173 AUDUBON 12+87 .82 91.32 R APRON 1 2.9 1 (G)
175 E.B. LYMAN AVE 193+86.20 55 .78 R 176 APRON 24 1 8 1 (G)
176 E.B. LYMAN AVE 193+85.61 25.24 R 103 DES SP 2 (48") 4.2 c -1 55
200 E.B . LYMAN AVE 224+31 .65 61.00 L 201 DES SP 1 3.8 c- 1 28
201 E.B. LYMAN AVE 224+31 .65 33 .00 L 202 DES SP 2 (48") 4 c- 1 8
202 E.B. LYMAN AVE 224+31 .65 25.00 L 203 DES SP 2 (48") 3.8 c -1 38
203 E.B. LYMAN AVE 224+31 .65 113.00 R 204A DES SP 2 (48") 4.5 c -1 241 204 E.B. LYMAN AVE 226+83 .02 13.00 R 908 DES SP 2 (48") 4 .7 c- 1 130
204A E.B . LYMAN AVE 226+73 .02 13.00 R 204 DES SP 2 (48") 4 .7 c -1 10
205 E.B . LYMAN AVE 227+70.80 61.00 L 206 DES SP 2 (48") 4.2 c -1 50 205A E.B. LYMAN AVE 227+60 .80 61.00 L 205 DES SP 2 (48") 4 .7 c -1 10
206 E.B. LYMAN AVE 228+12.12 33 .00 L 207 DES SP 2 (48") 3.4 c -1 8
207 E.B. LYMAN AVE I 228+12.30 25 .00 L 908 DES SP 2 (48") 3.4 c -1 24 (J)
207A E.B. LYMAN AVE I 228+02.30 25 .00 L 207 DES SP 1 3.6 c -1 10
209 E.B. LYMAN AVE 232+01 .5o I 3.oo R 900 DES SP 1 3.8 c -1 6 (J)
210 E.B. LYMAN AVE 234+06.28 3.00 R 901 DES SP 1 2.1 c -1 9 (J)
220 S .B. POWERS I 405+93.o6 21 .17 R 222 DES SP 2 (48") 4 .1 c -1 73
221 S.B . POWERS 405+21.78 15.00 L 222 DES SP 2 (48") 3.4 c -1 35
221A S.B . POWERS 405+3 1.75 15.00 L 221 DES SP 1 3.5 c -1 10
222 S.B. POWERS 405+20.38 19.69 R 923 DES SP 2 (48") 3.5 c -1 4
223 S.B. POWERS I 404+52.23 15.00 L 903 DES SP 1 3.6 c -1 10 (J)
224 S.B. POWERS 412+83.54 25 .00 L 225 DES SP 2 (48") 5.2 c -1 y 19 X
225 S.B. POWERS 413+02.86 25 .00 L 926 DES SP 2 (48") 5.1 c -1 y 6
900 E.B. LYMAN AVE 232+0 1.51 3.42 L 901 C-3 (I) (K) (L)
901 E.B. LYMAN AVE 233+97.29 0.41 R EXIST C-3 (I)(K)(M)
903 S.B . POWERS 404+42.59 11.12 L EXIST C-3 (I) (K) (N)
908 E.B . LYMAN AVE 228+1 1.87 1.21 L 900 c- 3 (I)(K)(O)
920 E.B. LYMAN AVE 191+94.26 56.86 L EXIST (F)
921 E.B. LYMAN AVE 194+40.67 62.01 L EXIST (I)
923 S.B . POWERS 405+20.21 23 .76 R EXIST (F)
926 S.B . POWERS 41 3+02 .92 19.19 L EXIST (F)
CULVERT SUBTOTAL THIS SHEET 186 2 83 1 21 5.5 7 STORMSEWER SUBTOTAL THIS SHEET 113 1066 2 134 8 2 .9 2
PROJECT TOTALS- ALL SHEETS 123 2026 3 1024 300 300 278 49 1 186 2 83 1 29 18.6 11
GENERAL NOTES: (A) SEE CASTING ASSEMBLY SUMMARY ON SHEET
STA. , OFFSETS, COORDINATES AND ELEVATIONS ARE GIVEN TO THE END OF APRON OR CENTER OF CASTING ASSEMBLY (B) STEPS REQUIRED WHEN DEPTH FROM TOP OF CASTING TO STRUCnJRE INVERT IS GREATER THAN 4.5 FEET
(C) GRANULAR Fl L TER BLANKET OR GEOTEXTI LE Fl L TER MATERIAL REQUIRED SHALL BE CONS I DE RED INCIDENTAL.
SEE STAKING DETAILS FORADDITlONAL INFORMATION. (D) INSTALL RIPRAP PER CITY OF CHANHASSEN STANDARD PLATE 3107.
(E) PAYMENT FOR CULVERT PIPE MADE UNDER ITEM 2501 .
SEE WATER RESOURCES NOTES FOR CASTING KEY AND SUMMARY TABULATION. (F) BUI LD OVER EXISTING PIPE OR CONNECT TO EXISTING PIPE. PIPE TO PIPE CONNECTIONS SHALL BE MADE AT AN EXISTING PIPE JOINT. FIELD VERIFY LOCATION AND ELEV/>
(G) TIE LAST THREE JOINTS AT APRON END. TIED JOINTS SHALL BE CONSIDERED INCIDENTAL.
DES SP 1 SHALL BE CONSTRUCTED PER CITY OF CHANHASSEN STANDARD PLATE 3101 (2FT X 3FT RECTANGULAR CB) (H) TIE ALL JOINTS. TIED JOINTS SHALL BE CONSIDERED INCIDENTAL.
DES SP 2 SHALL BE CONSTRUCTED PER CITY OF CHANHASSEN STANDARD PLATE 3102 (CATCH BASIN MANHOLE). (I) CONNECT TO EXISTING DRAINAGE STRUCnJRE. FI ELD VERIFY LOCATION AND ELEVATION.
(J) INSTALL SALVAGE CASTING. SEE EXISTING Ut'ffiLITIES TABULATION
SEE CITY OF CHANHASSEN STANDARD PLATE 3106 FOR CURB CONSTRUCTION AT CATCH BASINS. (K) SALVAGE EXISTING CASTING, FURNISH AND INSTALL SPECIFIED CASTING ASSEMBLY SEE EXISTING UTILITIES TABULATION.
(L) INSTALL SALVAGED CASTING ON STRUCnJRE 209 .
(M) INSTALL SALVAGED CASTING ON STRUCnJRE 210 .
(N) INSTALL SALVAGED CASTING ON STRUCnJRE 223 .
(0) INSTALL SALVAGED CASTING ON STRUCnJRE 207.
SEE SHEET 1 13 FOR GENERAL NOTES i hereoy cer t i fy that this plan , specifica t io n , or report STATE PROJE CT NO. DRAW N BY CARVER COUNTY SHEET wa s preoored b y me or under my direc t superv ision and S.P. 010-618-013 D. PARK
~~~~ ENGINEERS tno ,. I om o duly Li censed Professional Engineer under S.P. 010-617-020
t he: lo ws of the State oi Minnesota. S.P. 194-020-009 DESIGN ED BY PLANNERS DRAINAGE TABULATIONS 1 1 ~
Tffirtv'f j w~A~R R. JONES
CHECKED BY 0 ESIGNERS C.S .A. H. 18 <LYMAN BLVD. l -PHASE 3 OF COUNTY PROJECT NO. NO DATE BY CK D APPR
R. STENGLEIN Consulting Group, Inc.
0;;-t e lf/+/1~ Li ~ense • 220 "10929 COMM. NO. 0116098 H:\Projects\6098-P3 \ Hl-MU\Pi on\6098 P3_D TOJ. d wg:DT06 TAB 2 I CIT Y PROJECT NO.
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WATER POLLUTION PREVENTION PLAN NARRATIVE THE SWPPP COVERS ALL PROPOSED CONSTRUCTION IN THE PLAN SET.
THE PROJECT ACTIVITIES INCLUDE RECONSTRUCTION OF LYMAN BOULEVARD.
SITE MAPS SEE PLANS
ENVIRONMENTALLY SENSITIVE AREAS ALL ENVIRONMENTALLY SENSITIVE AREAS, INCLUDING WETLANDS, ARE LABELED AS "ENVIRONMENTALLY SENSITIVE AREAS" IN THE PLANS.
RECEIVING WATERS
RUNOFF FROM THE PROJECT, WEST OF THE HIGH POINT ON LYMAN BOULEVARD FLOWS TO BLUFF CREEK. BLUFF CREEK IS LISTED BY THE MPCA AS IMPAIRED FOR TURBIDITY .
RUNOFF FROM THE PROJECT, EAST OF THE HIGH POINT ON LYMAN BOULEVARD FLOWS TO LAKE SUSAN AND ULTIMATELY TO RILEY CREEK.
LAND FEATURE CHANGES TOTAL PROJECT AREA DISTURBED EXISTING PERVIOUS AREA: EXISTING IMPERVIOUS AREA: PROPOSED PERVIOUS AREA: PROPOSED IMPERVIOUS AREA: NET CHANGE IN IMPERVIOUS AREA:
TIMING OF BMP INSTALLATION
22.93 ACRES 13.46 ACRES
9 .47 ACRES 9 .53 ACRES
13 .40 ACRES 3 .9 3 ACRES (INCREASE)
THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED TO MITIGATE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ONSITE, AND SHALL MEET THE NPDES PERMIT PART IV CONSTRUCTION ACTIVITY REQUIREMENTS.
1) CATCH BASIN SUMPS, AS IDENTIFIED IN THE PLANS, SHALL BE REGULARLY INSPECTED AND MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
2 ) TEMPORARY PERIMETER CONTROL BMP'S WI LL BE INSTALLED BEFORE ANY GRUBBING OR GRADING BEGINS.
3 ) CLEARING AND GRADING WILL NOT OCCUR IN AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED .
4) PERMANENT AND TEMPORARY SEDIMENT TRAPS AND BASINS WILL BE CONSTRUCTED BEFORE ANY HYDRAULIC CONVEYANCE OR DE-WATERING PROCEDURES OCCUR.
5 ) TOPSOIL AND TEMPORARY EROSION CONTROL BMP'S SHALL BE PLACED WITHIN 7 DAYS OF COMPLETION OF EMBANKMENTS AND PONDS.
6) PLACEMENT OF RIP RAP SHALL BE STARTED WITH IN 24 HOURS OF PLACEMENT OF THE CULVERT AND DONE IN ONE CONTINUOUS OPERATION .
7 ) ONCE CONSTRUCTION ACTIVITY CEASES IN AN AREA FOR 7 DAYS OR MORE, THAT AREA WI LL BE STABILIZED WITH TEMPORARY SEED AND MULCH AS INDICATED IN THE PLAN .
8 ) THE TEMPORARY PERIMETER CONTROLS REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES AT THAT LOCAL SITE ARE COMPLETE AND SOILS HAVE BEEN STABILIZED.
DRAINAGE COMPUTATIONS
COMPUTATIONS ARE KEPT ON FILE WITH THE CARVER COUNTY CONSTRUCTION ENGINEER/ COORDINATOR. CHANGES MADE IN THE FIELD SHOULD BE DISCUSSED WITH THE WATER RESOURCES PROJECT DESIGNER AND NOTED IN THE CONTRACTOR 'S CONSTRUCTION LOG.
PROJECT CONTACTS THE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION , INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. CARVER COUNTY IS RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.
AGENCY I ORGANIZATION MINNESOTA POLLUTION CONTROL AGENCY PROJECT WATER RESOURCE DESIGNER
NAME
CARVER COUNTY CONSTRUCTION ENGINEER/ COORDINATOR
STORMWATER HOTLINE WALTER ESHENAUR
JEFF EVENS
MPCA 24 HOUR EMERGENCY NOTIFICATION: 651-649 - 5451' 800 - 422 - 0798
CONSTRUCTION NOTES
PHONE NUMBER 800-657-3804 763-475-0010
952-466-5209
CONSTRUCTION SHALL BE GOVERNED BY THE MnDOT STANDARD SPECIFICATIONS FOR CONSTRU CTION AN D THE SPECIAL PROVISIONS . THE CONTRACTOR SHALL KEEP THE INSPECTION AND THE PROJECT SWPPP IN ITS ENTIRETY IS LOCATED IN THE PROJECT MANUAL MAINTENANCE LOG.
GENERAL TURF ESTABLISHMENT AND TEMPORARY EROSION AND SEDIMENT CONTROL NOTES
1) THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION , AND MAINTENANCE OF THE EROSION PREVENTION AN D SEDIMENT CONTROL BMPS BE FORE AND DURING CONSTRUCTION. THE EROSION CONTROL SUPERVISOR SHALL BE AVAILABLE TO BE ON THE PROJECT WITHIN 24 HOURS AT ALL TIMES DURING THE PROJECT.
2) THE EROSION CONTROL SUPERVISOR MUST ROUTINE LY INSPECT AND DOCUMENT THE ENTIRE CONSTRUCTION SITE ON CE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION. INSPECTIONS AND DOCUMENTATION SHALL ALSO OCCUR WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5'' WITHIN 24 HOURS, AS WELL AS SEVEN (7) DAYS AFTER THE RAINFALL EVENT. ALL DOCUMENTATION SHALL CONFORM TO 17 17 EROSION CONTROL SCHEDULE AND NPDES PERMIT PART IV.E - INSPECTIONS AND MAINTENANCE.
3) ALL FORMAL INSPECTIONS OF AREAS UNDER CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS WILL BE FILED IMMEDIATELY AFTER EACH INSPECTION . COMPLETED REPORTS WILL BE MAINTAINED ON SITE DURING THE ENTIRE CONSTRUCTION PROJECT WITH THE SWPPP.
4) ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE INSPECTED BY THE CONTRACTOR TO EN SURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED , REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS AS DIRECTED BY THE EROSION CONTROL SUPERVISOR OR THE PROJECT ENGINEER.
5) THE CONTRACTOR SHALL PROVIDE FOR TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS AS SHOWN IN THE PLANS AND THEY SHALL BE KEPT IN A FUNCTIONAL CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION. THESE MEASURES MAY BE MODIFIED AS APPROPRIATE FOR CONSTRUCTION STAGING AS DIRECTED BY THE EROSION CONTROL SUPERVISOR OR TH E PROJECT ENGINEER. THE CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL NPDES AND OTHER PERMIT REQUIREMENTS AT ALL TIMES.
6) ALL EXPOSED SOIL AREAS MUST HAVE TEMPORARY OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND WITHIN 7 DAYS. THESE AREAS INCLUDE CONSTRUCTED HIGHWAY DITCHES AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLO PE TO A STORM WATER CONVEYANCE SYSTEM, SUCH AS A TEMPORARY OR PERMANENT DRAINAGE DITCH, OR OTHER NATURAL OR MAN MADE SYSTEMS THAT DISCHARGE TO A SURFACE WATER. THESE AREAS MUST BE KEPT STABILIZED AT ALL TIME.
7) ALL EXPOSED SOIL AREAS WILL BE STABILIZED PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED OR SNOW BLANKETED AND SNOW SEEDED .
8) PIPE OUTLETS MUST BE PROVIDED WITH RIP RAP WITHI N 24 HOURS OF CONNECTION TO A SURFACE WATER.
9) ALL SLOPES NEAR ENVIRONMENTALLY SENSITIVE AREAS (INCLUDING POND SIDE SLOPES) NEED TO BE IMMEDIATELY STABILIZED AS SHOWN IN THE PLANS OR AS DIRECTED BY THE EROSION CONTROL SUPERVISOR OR THE PROJECT ENGINEER.
1 0) ALL DITCHES AND SLOPES SHALL BE KEPT SMOOTH GRADED FOR CORRECT APPLICATION OF EROSION CONTROL MULCHES AND BLANKETS.
11) WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQU IRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNO FF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST .
1 2) SEDIMENT CONTROL DEVI CES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN . THESE DEVICES SHALL REMAIN IN PLACE UNTIL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.C OF THE NPDES PERM IT. THE TIMING OF TH E INSTALLATION OF SED IM ENT CONTROL DEVICES MAY BE ADJUSTED TO ACCOMMODATE SHORT- TERM ACTIVITIES SUCH AS CLEARING AND GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL DEVICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL DEVICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE .
13) THE CONTRACTOR WILL USE CONTINUOUS AND PROGRESSIVE SEEDING PROCESSES. DORMANT SEEDING WILL NOT ALLOW THE NOTICE OF TERMINATION TO BE FILED WITH THE MPCA UNTI L 70 PERCENT OF THE PERENNIAL VEGETATIVE COVER IS ACHIEVED.
1 4) THE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN, NOT VERBAL, WEEKLY SCHEDULE OF PROPOSED EROSION CONTROL ACTIVITIES FOR THE PROJECT ENGINEER'S APPROVAL PER MN/ DOT SPEC. 1712 .2D.
15) THE CONTRACTOR SHALL DEVE LOP A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE. ONCE TH E ENTIRE SITE HAS UN DERGONE FINAL STABILIZATION, A NOTICE OF TERMINATION CAN BE SUBM ITTED TO TH E MPCA.
16) ALL EXCESS LIQUID AND SOLID CONCRETE MUST BE WASHED OUT IN DESIGNATED (S IGNED) TRAP, PIT OR DUMPSTER DEVICES, WITH THE LOCATION(S) AMENDED TO THE PLAN . NO CONCRETE WASHOUT MUST OCCUR WITHIN 50 FEET OF ANY CATCH BASIN OR STORM WATER POND UNLESS CONTAINED BY CHUTE WASHOUT SYSTEM. THE CONTRACTOR SHALL HAVE ON HAND DRY SAND TO CONTAIN CONCRETE SLURRY EMERGENCY CONTRO L (INCIDENTAL) .
1 7) ALL EQUIPMENT WASHOFF MUST BE IN DESIGNATED AREAS THAT PREVENTS THE WASH SLURRY FROM ENTERING STORM WATER CONVEYANCE SYSTEMS BY USE OF GRANULAR GRADE BERMS, COMPOST FILTER LOGS, SEALED INLETS, WITH THE PLAN AMENDED THAT INDICATES THE LOCATION REQUIRED BY THE CONTRACTOR TO COMPLETE CONCRETE WALL, PAVING , GUTTER, AND MEDIAN WORK. A SITE PLAN WILL BE REQUIRED .
18) THE CONTRACTOR 15 REMINDED THAT ALL REFUELING AND EQUIPM ENT SERVICING OPERATIONS MUST PREVENT FLUIDS FROM COMING IN CONTACT WITH ALL SOILS. THE CONTRACTOR WILL HAVE A SPILL PREVENTION PROGRAM AND SPILL KITS AVAILABLE ON SITE AT ALL TIMES.
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@ 4 'X8' 4" POLYSTYRENE INSULATION.
@ MECHANICALLY SECURE ALL JOIN TS WITHIN THIS SECTION WI TH MEGALU GS.
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GENERAL NOTES:
1. SEE REMOVAL PLANS FOR ADDITIONAL INFORMATION.
2. ALL WATERMAIN EXTENSION WOR K ON THIS SHE ET SHALL BE PAID AS CHANHASSEN NON-PARTICIPATING.
TOP TEE =872.00 ' l r "lj_i' -lj_j_ "lj_j_ -1 I - ' ' / ' I ..1..!._·1 1 '1_1_ ..!_1:1 1 '1.!. _1_!.·11 '1.!._!11 ' I I 'I! ..!_1:11 '1.!. ..1..!.11 'I! ..!..!. 111'_1_1_!:1 1 r! I
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GENERAL NOTES:
SEED MIXTURE 270 APPLICATION RATE 120 POUNDS/ACRE.
SEED MIXTURE 310 APPLICATION RATE 120 POUNDS/ ACRE.
SEED MI XTURE 350 APPLICATION RATE 84.5 POUNDS/ ACRE.
MULCH MATERIAL TYPE Ill APPLICATION RATE 2 TONS/ACRE.
COMMERCIAL FERTILIZER TYPE 4 ANALYSIS 18 - 1 - 8 APPLICATION RATE: 1 50 POUNDS/ACRE ON SEED MIXTURE 350.
COMMERCIAL FERTILIZER TYPE 4 ANALYSIS 18-1 -8 APPLICATION RATE: 1 20 POUNDS/ACRE ON SEED MIXTURE 310 .
COMMERCIAL FERTILIZER TYPE 3 22 - 5-10 ANALYSIS 22-5-10 WILL BE APPLIED TO AREAS DESIGNATED BY SOD OR SEED MIXTURE 270, AT 350 POUNDS/ACRE.
EROSION CONTROL BLANKET CATEGORY 3 SHALL BE NATURAL MESH WITH RECTANGULAR-SHAPED. NON-WELDED OPENINGS.
SEE DRAINAGE PLANS FOR ADDITIONAL PERMANENT EROSION CONTROL.
PLACE 2 ROLLS SODDING WIDE TYPE SALT RESISTANT ALONG CURB AND GUTTER. TRAI LS AND OTHER AREAS DESIGNATED IN THE TURF ESTABLISHMENT PLAN .
LEGEND riii!liJ SODDING TYPE SALT RESISTANT
~ SODDING TYPE LAWN
~SEED MIXTURE 350 PLUS DRY FORBES ~ & MULCH MATERIAL TYPE 3
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CITY PROJECT NO.
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SEE SHEET 130 FOR GENERAL NOTES
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~SEED MIXTURE 350 PLUS DRY FORBES & ~EROSION CONTROL BLANKET CATEGORY 3
~SEED MIXTURE 310 & ~EROSION STABILIZATION MAT CLASS 2
~SEED MIXTURE 270
._ DRAINAGE FLOW ARROW
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ENVIRONMENTALLY SENSITIVE AREA
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SEE SHEET 130 FOR GENERAL NOTES
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~SEED MI XTURE 310 & ~EROSION STABILIZATION MAT CLASS 2
~SEED MI XTURE 270
... DRAINAGE FLOW ARROW
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~ t-----i------+---1--t---+-----------------------------------------------------------l Print Nome:~,.,_____,:;.<-:-:__:_:;.;~_::::_;,~~~~---- N. WI LL p L A N N E R S EROS I ON CONTROL AND TURF EST ABLI SHME NT PLANS ~I=;;;N~o=t==;:;0=;:=AT~E==i==;8;=;;y=f=;::;cK;:;;D:=!=;A;:;;PP:;;:R:f===============================I ___ ~~~~~~:::&:::::_!::::]>.:::(!::L::::_ ___ t-:c::::o~uN":":T~Y-=P~RO~J~Ec::::T~N~O~. ---i c~.E~~~~E~: D E SIGNE R S C. S. A. H. 18 (LYMAN BLVD. ) -PHASE 3 OF :r: H:\Projects\609B-P3\Hl-MU\Pion\6098-P3 _ECOt.dwg:EC- 03 Dote 1-c-n_r_P-RO-J-EC_T_N_o.-----ICOMM. NO. 01 16098 ConsultingGroup,lnc. EBLYMAN STA. 213+25 TO STA . 227+50 220
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CONSTRUCTION LIMITS
SEE SHEET 130 FOR GENERAL NOTES
LEGEND [[J]J]]J SODDING TYPE SALT RESISTANT
~SODDING TYPE LAWN
~SEED MI XTURE 350 PLUS DRY FORBES L....L___:__J & MULCH MATERIAL TYPE 3
~SEED MIXTURE 350 PLUS DRY FORBES & ~EROSION CONTROL BLANKET CATEGORY 3
~SEED MIXTURE 310 & ~EROSION STABILIZATION MAT CLASS 2
~SEED MIXTURE 270
... DRAINAGE FLOW ARROW
MATCH LINE STA. 227+50 SEE SHEET NO. 132
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L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ECKEDBY ~ DESIGNERS C.S.A.H. 18 <LYMAN BLVD. )-PHASE 3 OF tj ~ o!=7:=::=l==::=:::;:;=~~~~~;:::;:=::~=============================~ -~~~~~~~:=__::~~------ COUNTY PROJECT NO. J. CERSEMA
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2B No DATE BY CKD APPR f-----------------1 ConsultingGroup,lnc. BLYMAN STA . 227+50 TO STA. 235+60.6/POWERS BLVD. 220 fii~i H:\Projects\6098-P3\HI-MU\Pian\6098-P3 . EC0l.dwg:EC- 0~ 2639 ! CITY PROJECT NO. COMM. NO. 0116098
(AA) DELINEATORS AND MARKERS (88) REMOVE SIGN TYPE C POSTS PANEL
TYPE LYMAN POWERS PROJECT LOCATION NOTES
SUBTOTAL SUBTOTAL TOTAL SIGN LYMAN POWERS PROJECT NO. KNEE SIZE AREA TOTAL CODE PANEL LEGEND NO. SUBTOTAL SUBTOTAL TOTAL & BRACE AREA NO.
TYPE QUANT HAZARD MARKER X4-2 (YELLOW ON BLACK) 7 1 8 MEDIAN (KEEP RIGHT SIGNS) (1) (IN) (SF) (SF) HAZARD MARKER X4-2 (YELLOW ON BLACK) 1 0 1 FREE RIGHT ISLAND (1)
TOTAL 8 1 9 R-1 2 2 2-U 0 30 X 30 6.3 12.6 W6-1 DIVIDED HIGHWAY R-2 1 1 1-U 0 18 X 18 2.3 2.3 W1-1R TURN
CLEARANCE MARKER X4-4 (R) 1 0 1 FREE RIGHT ISLAND (2) R-3 1 1 1-U 0 18 X 18 2.3 2.3 W1-1L TURN R-4 2 2 2-U 0 24 X 30 5.0 10.0 R2-1 SPEED LIMIT 50
END OF ROADWAY MARKER X4-11 (RED ON BLACK) 3 0 3 AUDUBON ROAD (3) R-5 2 2 2-U 1 48 X 55 18.3 36.6 W14-3 NO PASSING ZONE R-6 1 1 2-U 0 30 X 30 6.3 6.3 R3-7 RIGHT LANE MUST TURN RIGHT
R-7 1 1 21 X 15 2.2
6.2 M2-1 JCT
GENERAL NOTES FOR TAB (AA): 24 X 24 4.0 M1-X4 CORD 17 1. SEE ROADWAY LAYOUTS FOR MARKER LOCATIONS. R-8 1 1 2-U 1 54 X 30 11.3 11.3 R3-30ACA LEFT ONLY THRU ONLY RIGHT ONLY
SPECIFIC NOTES FOR TAB (AA) : R-9 2 2 2-U 0 30 X 30 6.3 12.6 R3-7 LEFT LANE MUST TURN LEFT
( 1) SEE STANDARD SIGN MANUAL FOR "HAZARD MARKER PLATE" (X4-2). R-10 1 1 36 X 24 6.0
11 .0 R5-1A WRONG WAY
24 X 30 5.0 R3-X1 RIGHT TURN LANE (2) SEE STANDARD SIGN MANUAL FOR "HAZARD MARKER PLATE" (X4-4R).
R-11 1 1 2-U 0 24 X 30 5.0 5.0 R4-7 KEEP RIGHT (3) SEE STANDARD SIGN MANUAL FOR "HAZARD MARKER PLATE" (X4 - 11) .
R-12 1 1 2-U 0 30 X 30 6.3 6.3 R5-1 DO NOT ENTER
TOTALS 11 5 16 (CC) SIGN PANELS TYPE C
POSTS PANEL (1)
SIGN QUANTITY NO. KNEE MTG. SIZE AREA TOTAL CODE PANEL LEGEND NO. & BRACE LENGTH HEIGHT AREA NO.
TYPE QUANT. (MIN.) (FT) (FT) (IN) (SF) (SF) (DD) SALVAGE AND INSTALL SIGN TYPE C
24 X 30 5.0 35.0 R4-7 KEEP RIGHT POSTS PANEL C-20 7 2-U 0 13.0 7 (1) 18 X 18 2.3 16.1 X4-2 HAZARD MARKER C-21 5 I 2-U 0 13.0 7 30 X 30 6.3 31.5 R3-7 LEFT LANE MUST TURN LEFT SIGN LYMAN POWERS PROJECT NO. KNEE MTG . SIZE AREA TOTAL CODE PANEL LEGEND
C-22 5 2-U 0 13.0 7 30 X 30 6.3 31.5 R3-7 RIGHT LANE MUST TURN RIGHT NO. SUBTOTAL SUBTOTAL TOTAL & BRACE LENGTH HEIGHT AREA NO.
C-23 6 2-U 0 13.0 7 30 X 30 6.3 37.8 R5-1 DO NOT ENTER TYPE QUANT. (MIN.)
C-24 2 2-U 0 12.5 7 24 X 24 4.0 8.0 W14-2 NO OUTLET (FT) (FT) (IN) (SF) (SF)
C-26 2 2-U 0 13.0 7 30 X 30 6.3 12.6 R1-1 STOP C-27 2 2-U 0 13.0 7 24 X 30 5.0 10.0 R2-1 SPEED LIMIT 50 C-1 1 0 1 1-U 0 12.0 7 18 X 18 2.3 2.3 W1-4L REVERSE CURVE
C-28 1 2-U 0 11.5 7 36 X 12 3.0 3.0 R6-1 R ONE WAY C-2 1 0 1 1-U 0 12.0 7 18 X 18 2.3 2.3 W7-5 HILL
C-29 NOT USED C-3 1 0 1 1-U 0 12.0 7 18 X 18 2.3 2 .3 W3-1 STOP AHEAD
21 X 15 7.1 7.1 M2-1 JCT C-4 1 0 1 2-U 0 13.0 7 24 X 30 5.0 5.0 R2-1 SPEED LIMIT 45 C-30 1 2-U 0 11.8 7
X C-5 1 0 1 1-U 0 12.0 7 18 X 18 2.3 2.3 R1-1 STOP 24 24 4.0 4.0 M1-X4 CORD 17 C-31 1 2-U 1 13.0 7 54 X 30 11 .3 11.3 R30-30ACA LEFT ONLYTHRU ONLY RIGHT ONLY 24 X 24 4.0 4.0 R1-1 STOP
C-32 1 2-U 0 12.5 7 24 X 24 4.0 4.0 M1-X4 CORD 18 C-6 1 0 1 2-U 5.0 7 24 X 6 1.0 0.0 M4-11A AUDUBON RD.
C-34 1 2-U 1 13 .5 7 36 X 36 9.0 9.0 R1-2 YIELD 24 X 6 1.0 00 M4-11 L LYMAN BLVD.
I C-7 1 0 1 2-U 1 14.5 7 48 X 48 16.0 16.0 W3-5 SPEED REDUCTION
LYMAN SUBTOTAL 220.9 24 X 24 4.0 4.0 R1 -1 STOP C-8 1 0 1 2-U 8.0 7 24 X 6 1.0 0.0 M4-11S SUNSETTR.
24 X 6 1.0 0.0 M4-11 L LYMAN BLVD. 24 X 30 5.0 5.0 R4-7 KEEP RIGHT C-20 1 2-U 0 13.0 7
X 24 X 24 4.0 4.0 W14-1 DEAD END
18 18 2.3 2.3 X4-2 HAZARD MARKER C-9 -1- - 0 1 2-U 7.0 7 C-21 2 2-U 0 13.0 7 30 X 30 6.3 12.6 R3-7 LEFT LANE MUST TURN LEFT
24 X 36 6.0 0.0 R8-3B WINTER PARKING ORDINANCE
C-23 1 2-U 0 13.0 7 30 X 30 6.3 6.3 R5-1 DO NOT ENTER C-10 1 0 1 2-U 7.0 7 24 X 12 2.0 2.0 M3-4 WEST
C-35 1 2-U 1 13.0 7 36 X 30 7.5 7.5 R3-30AB DOUBLE LEFT TURN MOVEMENT 24 X 24 4.0 0.0 M1-X4 CORD 18
C-36 1 2-U 0 13.0 7 30 X 30 6.3 6.3 R3-X1 RIGHT TURN LANE C-11 1 0 1 2-U 7.0 7 24 X 12 2.0 2.0 M3-2 EAST
I 24 X 24 4.0 0.0 M1-X4 CORD 18 24 X 12 2.0 2.0 M3-3 SOUTH
POWERS SUBTOTAL C-12 0 1 1 2-U 7.0 7 40.0 24 X 24 4.0 0.0 M1-X4 CORD 17
I C-13 0 1 1 2-U 0 13.0 7 24 X 30 5.0 5.0 R2-1 SPEED LIMIT 50
PROJECT TOTAL I 260.9 I I C-14 0 2 2 2-U 0 13.0 7 30 X 30 6.3 12.6 R3-7 LEFT LANE MUST TURN LEFT C-15 0 1 1 2-U 13.0 7 30 X 30 6.3 6.3 RS-1 DO NOT ENTER
GENERAL NOTES FOR TAB (CC) AND (DO): C-16 0 2 2 2-U 7.0 7
24 X 30 5.0 10.0 R4-7 KEEP RIGHT 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT BUT DO NOT INCLUDE ADDITIONAL LENGTH REQU IRED 18 X 18 2.3 0.0 X4-2 HAZARD MARKER
FOR SPLICE. 2. SEE SHEETS 148 - 150 FOR STRUCTURAL DETAI LS. TOTALS 11 7 18 3. SEE STANDARD SIGNS MANUAL FOR PUNCHIN G CODE AND DETAILED DRAWING OF TYPE C SIGN PANELS. 4. SALVAGE SIGN TYPE C INCLUDES REMOVAL OF EXISTING SIGN POST(S). 5. SEE SHEET 72 - 75 FOR EXISTING SIGNS.
SPECIFIC NOTES FOR TAB (CC) AND TAB ( DD): ( 1) MOUNTING HEIGHT IS MINIMUM, SEE SHEET 149 FOR TYPICAL MOUNTING .
I hereby certi fy thai thi s plan. soecif icati on, or r epor t STATE PROJECT NO. DRAWN BY CARVER COUNTY SHEET wa s pr-eoored b y me or under my direct super v is ion and S.P. 010-618-013 D. FJTCHORN
~~~~ ENGINEERS ~ho t I om o duly tn ':ed Professional Engineer under S.P. 010-6! 7-020
the laws o f the Sta of Minnesota. S.P. 194-020-009 DESIGNED BY pLANNERS 142
Print Nom~#" NATHEN A. WILL S. PRUSAK SIGN PANEL DETAILS AND TABULATIONS
/./1 p--/L ..-A .A A. ,_,-!} CHECKED B Y 0 ESIGNERS C. S.A .H. 18 <LYMAN BLVD. ) -PHASE 3 OF COUNTY PROJECT NO. J. GERSEMA NO DATE BY CKD APPR Consulting Group, Inc. H: \Proj ec ts \ 6098-P3'\Hl MU\Pion\6098 P3_SCNO I. dwg:SIGN TAB 01 Dote // /"7 ~ License • 26391 CITY PROJEC T NO. COMM . NO. 011609 8 220
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(EE) SALVAGE AND INSTALL SIGN TYPED POSTS PANEL
(1) SIGN LYMAN POWERS QUANTITY NO. KNEE MTG. SIZE AREA TOTAL PANEL LEGEND
NO. BLVD. BLVD. & BRACE LENGTH SPACING HEIGHT AREA TYPE QUANT. (MIN.)
(FT) (IN) (FT) (IN) (SF) (SF)
D-1 1 1 2-U 0 11.5 30 7 48 X 12 4.0 4.0 <-AUDUBON RD. D-2 1 1 2-U 0 11 .5 30 7 48 X 12 4.0 4.0 AUDUBON RD . -> D-3 1 1 2-U 1 14.5 36 7 60 X 48 20.0 20.0 CARVER CO 17 I POWERS BLVD I<->
D-4 1 1 2-U 2 17.5 42 7 72 X 84 42.0 42.0 A EAST I U.S. 212 I<- WEST D-5 1 1 2-U 2 17.5 42 7 72 X 84 42.0 42.0 JCT I U.S. 212 / 1/4 MILE D-6 1 1 2-U 1 14.5 36 7 60 X 48 20.0 20.0 CARVER CO . 181 LYMAN BLVD I<->
PROJECT TOTAL 6
GENERAL NOTES FOR TAB (EE) : 1. SEE SHEETS 72-75 FOR EXISTING SIGN LOCATIONS. 2. SEE SHEETS 144- 147 FOR PROPOSED SIGN INSTALLATION LOCATIONS. 3. SEE SHEETS 148-150 FOR STRUCTURAL DETAILS. 4 . SEE STANDARD SIGNS MANUAL FOR TYPE ''D'' STRINGER AND PANEL JOINT DETAI LS. 5. SALVAGE SIGN PANEL TYPE D INCLU DES REMOVING EXISTIN G SIGN POST(S). 6. MOUNTING HEIGHT IS MINIMUM . SEE SHEET 149 FOR TYPICAL MOUNTING.
(Z) PERMANENT PAVEMENT MARKINGS
PAVEMENT MESSAGE (EPOXY) SOLID LINE
4" 6" 24" ALIGNMENT STATION TO STATION LEFT RIGHT WHITE WHITE WHITE
ARROW ARROW ONLY PAINT PAINT EPOXY (EACH) (EACH) (EACH) (LIN FT) (LIN FT) (LIN FT)
EBLYMAN 185+00 - 195+15 2 2 0 0 2,610 0 EBLYMAN 195+15 - 217+35 6 4 0 0 5,930 60 EBLYMAN 217+35 - 228+80 4 4 1 110 3,930 0 EBLYMAN 229+65 - 239+50 1 0 0 220 - - 1,810 50
SUBTOTAL 13 10 1 330 14,280 110
SBPOWERS 400+00 417+00 7 4 0 0 4,650 80
SUBTOTAL 7 4 0 0 4,650 80
PROJECT TOTALS 20 14 1 330 18,930 190
I hereby certify t hat this p lan. soecificoi ion. or repor t STATE PROJECT NO. DRAWN BY wo:;, prepared b y me or u naer m)' di rec-t superv isi on and S.P. 010-618-013 D. FJTCHORN tha t I om a d uly Lice n sed Professiona l En ain eer under S.P. 010- 6 17-020 "th e tow s of t ne # te of Minneso t a. · S.P. !94-020-009 DESIGNED BY
Prin~e: NATHEN A. WIL L S. PRUSAK
-?.. ./L ~.i'~ CHECKED BY COUNTY PROJECT NO.
APPR U'F-.--A /~ J. GERSEMA
Dote ///7//? MU \ P I on \ 6098 P3 SCNO l • dwg: S ! GN T AB - 02 License • 26391 CIT Y PROJECT NO. COMM. NO. 01 16098
(FF) REMOVE DELINEATORS & MARKERS
TYPE REMOVE REMOVE
LOCATION DELINEATOR MARKER
E.B . LYMAN BLVD . (MEDIAN) HAZARD MARKER (X4-2) 1
STA. 188+50
S.B. POWERS BLVD . HAZARD MARKER (X4-2) 1
(MEDIAN) STA 410+50
SNOW PLOW MARKER 1
E.B . LYMAN BLVD. (RIGHT) (X4-5) STA. 188+00
SNOW PLOW MARKER 1
W.B. LYMAN BLVD . (LEFT) (X4-5) STA. 294+50
GUIDE DELINEATOR 2
E.B . LYMAN BLVD. (MEDIAN) YELLOW (X4-6) STA. 188+00
TOTAL 2 4
4" BROKEN 8" DOTTED 4" DOUBLE CROSS 4" LINE LINE SOLID LINE WALK
YELLOW WHITE WHITE YELLOW MARKING PAINT PAINT PAINT PAINT EPOXY
(LIN FT) (LIN FT) (LIN FT) (LIN FT) (SQ FT)
1,940 390 0 0 0 4 ,510 900 0 240 0 2,440 280 490 0 330
90 50 0 2000 0
8,980 1,620 490 2,240 330
2,730 420 0 0 360
2,730 420 0 0 360
11,710 2,040 490 2,240 690
CARVER COUNTY SHEET
l:j~~~ ENGINEERS
PLANNERS SIGN PANEL DETAILS AND TABULATIONS 143 0 ESIGNERS C.S.A.H. 18 (LYMAN BLVD. ) -PHASE 3 OF
Consulting Group, Inc. 220
GENERAL NOTES : H
++ 1)
2)
3)
4)
CENTERLINE ALIGNMENTS NOT SHOWN ON THIS PLAN FOR CLARITY .
MATCH EXISTING PAVEMENT MARKINGS AT PROJECT LIMITS, AT LOCATIONS IDENTIFIED BY THE ENGINEER.
ZEBRA CROSSWALK MARKINGS SHALL BE 3' X 1 o· WITH 3' SPACING, UNLESS OTHERWISE NOTED.
FURNISH AND INSTALL ALL TYPE C SIGNS. UNLESS OTHERWISE NOTED.
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INSTALL SIGN
INSTALL SIGN
INPLACE SIGN
TYPE c
TYPE D
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BEGIN SP 010 - 618-013 SP 194-020 - 009
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E. B. LYMAN STA: 188+00.00
CARVER COUNTY TRAFFIC SIGN SPECIFICATIONS FOR TYPE C AND TYPE D INSTALLATIONS
CARVER COUNTY REQUIRES THAT ANY TYPE C OR TYPE D SIGN INSTALLATIONS CONFORM TO MnDOT SPECIFICATIONS WITH THE FOLLOWING EXCEPTIONS:
SIGN POSTS
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A. ANCHOR POSTS SHALL BE 3#-7FT GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING. KNEE BRACE ANCHOR POSTS SHALL BE 3#-3n GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING .
B. UPPER POSTS, STRINGERS, KNEE BRACING AND LATERAL BRACING POSTS SHALL BE 2 .5# GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING . C. FRANKLIN INDUSTRIES OR CHICAGO HEIGHTS SIGN POSTS ONLY. NO MARION STEEL (RIBBED-BACK) POSTS TO BE USED IN ANY INSTALLATION.
TRAFFIC SIGNS
A. ALL TRAFFIC SIGNS LESS THAN 24" WIDE MAY BE INSTALLED ON SINGLE POSTS. B. ALL SIGNS 24 " WIDE OR MORE SHALL BE INSTALLED ON DOUBLE POSTS WITH A LATERAL BRACE. C. SIGNS 36" WIDE OR LARGER SHALL BE WIND-BRACED ACCORDING TO MnDOT SPECIFICATIONS. D. ALL R1 - 1 (STOP SIGN) INSTALLATIONS REQUIRE THE RIGHT UPPER POST EXTENDED 4 - 6 INCHES ABOVE THE TOP OF THE SIGN PANEL TO ALLOW FOR
STREET NAME SIGN INSTALLATION E. ALL M2-1, MS-1, MS-2, M6-1, M6-2, M6-3, M6-4, M6-5, M6-6, SERIES SIGNS SHALL BE 24"W X 18"H INSTEAD OF 21"W X 15"H. F. 3M (DG3) CUBED SHEETING ONLY. G. RAISED CONCRETE MEDIAN SIGN INSTALLATIONS REFER TO CARVER COUNTY MEDIAN SIGN DETAIL DRAWING . MEDIAN SIGNS OYER 42" WIDE OR LARGER SHALL
BE DOUBLE POSTED. H. ALL PERMANENT SIGN LOCATIONS MUST BE APPROVED BY THE CARVER COUNTY SIGN FOREMAN. CONTACT PETE BENDZICK (952-466-5242).
:~: H: \ Projects \ G098-P3 \ Hl - MU \ Pion\ G098 -P 3_STPOI.dwg: STP- I
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GENERAL NOTES:
1) CENTERLINE ALIGNMENTS NOT SHOWN ON THIS PLAN FOR CLARITY.
2) MATCH EXISTING PAVEMENT MARKINGS AT PROJECT LIMITS, AT LOCATIONS IDENTIFIED BY THE ENGINEER.
3) ZEBRA CROSSWALK MARKINGS SHALL BE 3 ' X 1 0' WITH 3' SPACING, UNLESS OTHERWISE NOTED.
4) FURNISH AN D INSTALL ALL TYPE C SIGNS. UNLESS OTHERWISE NOTED.
NOTES :
0 INSTALL SIGN TYPE c
@ INSTALL SIGN TYPE D
© INPLACE SIGN
WBLYMAN
EBLYMAN
8851 AUDUBON ROAD
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CARVER COUNTY TRAFFIC SI GN SPECIFICATIONS FOR TYP E C AND TYPE D INSTALLATION S
CARVER COUNTY REQUIRES THAT ANY TYPE C OR TYPE D SI GN INSTALLATIONS CONFORM TO MnDOT SPECIFICATIONS WITH THE FOLLOWING EXCEPTIONS:
SIGN POSTS
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A. ANCHOR POSTS SHALL BE 3#-7FT GALVANIZED CHANN EL POSTS WITH ONE IN CH HOLE SPACING. KNEE BRACE ANCHOR POSTS SHALL BE 3#- 3FT GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACIN G.
B. UPPER POSTS, STRINGERS , KNEE BRACING AND LATERAL BRACING POSTS SHALL BE 2 .5# GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING. C. FRANKLIN INDUSTRIES OR CHICAGO HEIGHTS SIGN POSTS ON LY. NO MARION STEEL (RIBBED-BACK) POSTS TO BE USED IN ANY INSTALLAT ION.
TRAFFIC SIGNS
A. ALL TRAFFIC SIGN S LESS THAN 24" WIDE MAY BE INSTALLED ON SINGLE POSTS. B. ALL SIGNS 24" WIDE OR MORE SHALL BE INSTALLED ON DOUBLE POSTS WITH A LATERAL BRACE. C. SIGNS 36" WIDE OR LARGER SHALL BE WIND- BRACED ACCORDIN G TO MnDOT SPECI FICATIONS. D. ALL R1-1 (STOP SIGN) INSTALLATIONS REQUIRE THE RIGHT UPPER POST EXTENDED 4-6 INCHES ABOVE THE TOP OF THE SI GN PANEL TO ALLOW FOR
STREET NAME SIGN INSTALLATION . E. ALL M2- 1, M5-1 , M5- 2 , M6-1, M6- 2, M6- 3, M6-4, M6-5. M6-6, SERIES SIGNS SHALL BE 24''W X 18 "H INSTEAD OF 2 1"W X 15"H. F. 3M (DG3) CUBED SHEETING ONLY. G. RAISED CONCRETE MEDIAN SIGN INSTALLATIONS REFER TO CARVER COUNTY MEDIAN SIGN DETAIL DRAWING. MEDIAN SIGNS OVER 4 2 " WIDE OR LARGER SHALL
BE DOUBLE POSTED . H. ALL PERMANENT SIGN LOCATIONS MUST BE APPROVED BY THE CARVER COUNTY SIGN FOREMAN . CONTACT PETE BENDZICK (952- 466-52 42 ).
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~L- ~+--~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~p~e~~~ym~~~;~~~~:~~~~ ~;~1~~~~d _. ,._ t he lows oi t ne State of Minnesota.
Print Nome: /) NATHEN A. WILL ~E~_,------+---r--1---+----------------------------------------------------------~ ~~~~~~~~
~~ NO DATE BY CKD APPR Dote /I/ 7/Jor License • 26 391 z:t: H:\Projects \ 6098 P3\HI MU \ Pion\ 6098 P3_STP0l.dwg:STP - 2
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1) CENTERLINE ALIGNMENTS NOT SHOWN ON THIS PLAN FOR CLARITY.
2) MATCH EXISTING PAVEMENT MARKINGS AT PROJECT LIMITS. AT LOCATIONS IDENTIFIED BY THE ENGINEER.
3 ) ZEBRA CROSSWALK MARKINGS SHALL BE 3' X 1 0' WITH 3 ' SPACING, UNLESS OTHERWISE NOTED .
NOTES:
0 INSTALL SIGN TYPE c
® INSTALL SIGN TYPE D
@ INPLACE SIGN
SUNSET TRAIL
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<f. DRIVE_ 1 330
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CARVER COUNTY TRAFFIC SIGN SPEGIFICATIONS FOR TYPE C AND TYPE D INSTALLATIONS
CARVER COUNTY REQUIRES THAT ANY TYPE C OR TYPE D SIGN INSTALLATIONS CONFORM TO MnDOT SPECIFICATIONS WITH THE FOLLOWING EXCEPTIONS :
SIGN POSTS
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A. ANCHOR POSTS SHALL BE 3#- 7FT GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING. KNEE BRACE ANCHOR POSTS SHALL BE 3#-3n GALVANIZED CHANNEL POSTS WIT H ONE INCH HOLE SPACING .
B. UPPER POSTS, STRINGERS , KNEE BRACING AND LATERAL BRACING POSTS SHALL BE 2.5# GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING . C. FRANKLIN INDUSTR IES OR CHI CAGO HEIGHTS SIGN POSTS ONLY. NO MARION STEEL (RIBBED-BACK) POSTS TO BE USED IN ANY INSTALLATION.
TRAFFIC SIGNS
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BEGIN SP 010-6 17-020 SP 194-020-009
S.B POWERS STA: 402+09.20
CARVER COUNTY TRAFFIC SIGN SPECIFICATIONS FOR TYPE C AND TYPE D INSTALLATIO NS
CARVER COUNTY REQUIRES THAT ANY TYPE C OR TYPE D SIGN INSTALLATIONS CONFORM TO MnDOT SPECIFICATIONS WITH THE FOLLOWING EXCEPTIONS:
SIGN POSTS
A. ANCHOR POSTS SHALL BE 3#-7FT GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING . KNEE BRACE ANCHOR POSTS SHALL BE 3#-3FT GALVANIZED CHANNEL POSTS WITH ONE INCH HOLE SPACING .
B. UPPER POSTS, STRINGERS, KNEE BRACING AND LATERAL BRACING POSTS SHALL BE 2.5# GALVANIZED CHANNEL POSTS WITH ON E INCH HOLE SPACING .
C. FRANKLIN INDUSTRIES OR CHICAGO HEIGHTS SIGN POSTS ONLY. NO MARION STEEL (RIBBED - BACK) POSTS TO BE USED IN ANY INSTALLATION.
TRAFFIC SIGNS
A.
B.
C.
D.
E.
ALL TRAFFIC SIGNS LESS THAN 24" WIDE MAY BE INSTALLED ON SINGLE POSTS. ALL SIGNS 24" WIDE OR MORE SHALL BE INSTALLED ON DOUBLE POSTS WITH A LATERAL BRACE. SIGNS 36" WIDE OR LARGER SHALL BE WIND-BRACED ACCORDING TO MnDOT SPECIFICATIONS. ALL R1-1 (STOP SIGN) INSTALLATIONS REQUIRE THE RIGHT UPPER POST EXTENDED 4 - 6 INCHES ABOVE THE TOP OF THE SIGN PANEL TO ALLOW FOR STREET NAME SIGN INSTALLATION . ALL M2-1 , M5-1, M5-2. M6-1, M6-2, M6-3 , M6-4, M6-5, M6-6, SERIES SIGNS SHALL BE
~. 24"W X 18"H INSTEAD OF 21"W X 15"H. :;; F. 3M (DG3) CUBED SHEETING ONLY. ,.., G. RAISED CONCRETE MEDIAN SIGN INSTALLATIONS o._ REFER TO CARVER COUNTY MEDIAN SIGN DETAIL ~ DRAWING . MEDIAN SIGNS OVER 42" WIDE OR LARGER ~ SHALL BE DOU BLE POSTED. 5 H. ALL PERMANENT SIGN LOCATIONS MUST BE
&~ APPROVED BY THE CARVER COUNTY SIGN FOREMAN .
INSET
0~ ~! -~
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MATCHLINE STA. 236+25
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SEE SHEET NO. 146 MATCHLINE STA. 227+50
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MATCHLINE STA. 236+25 SEE INSET
END SP 010-618-013 SP 1 94 -020-009
E.B. LYMAN STA: 235+60.64
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GENERAL NOTES:
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END SP 010-617-020 SP 194-020-009 S. B POWERS STA: 4 15+82 .20
1) CENTERLINE ALIGNMENTS NOT SHOWN ON THIS PLAN FOR CLARITY.
2) MATCH EXISTING PAVEMENT MARKINGS AT PROJECT LIMITS, AT LOCATIONS IDENTIFIED BY THE ENGINEER.
3) ZEBRA CROSSWALK MARKINGS SHALL BE 3' X 1 0' WITH 3' SPACING , UNLESS OTHERWISE NOTED.
4) FURNISH AND INSTALL ALL TYPE C SIGNS, UNLESS OTHERWISE NOTED.
NOTES:
0 INSTALL SIGN TYPE C
@ INSTALL SIGN TYPE D
@ INPLACE SIGN
::~ CONTACT PETE BENDZICK (952-466-5242). o so 100
:_·.·~~"'~. r---r------r---r---r---r---------------------------------------------------------------~~~~~~~~~~~~~~~~~~==~~7T!OP~~~m---,---~~~~~--.---------~-----------------------.---------------------------------------------~----_--__ .. __ .. __ -T _____ ' __ ~ ,. , ~ sea I e in feet
~~~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~ ! her eoy cerHfy th~ t~ s ~o~ soec~ncoHo~ or r eoo~ STATE PROJECT N~ DRAWN BY
~~+-:~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~e~~~;~~~~;~~~~~~~~~~ t~ ~g~:~~~ T. ~AAZ ~~~~ ENGINEERS CARVER COUNTY SH EET
147 OF
220
~ 1
the lo ws o f the State of Minnesota. · S.P. 194 _020_009 DE SIGNED BY
D);,~o N. WILL pLANNERS SIGNING AND STRIPING PLANS
EL~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ cooNn PRO~CT N~ c~CKED BY DESIGNERS C.S. A. H. 18 <LYMAN BLVD. )-PHASE 3 Z~~ NO DATE BY CKD APPR --=::....,~~>..,..:-,"'-"'~'--""--'.e..~~~~~~- M. MOHS Consulting Group, Inc. ~ H:\Projects\509B-P3\Hl-MU\Plon\609B-P3_STPO!.dwg:STP _ 4 2639 1 rC-I-TY--PR-O-JE_C_T_N_O_.-----icoMM . NO. 01 16098 EBLYMAN STA. 227+50 TO STA. 236+25; POWERS BLVD.