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HomeMy WebLinkAbout2001-civil plansAt4 2"LINDEN CONSTRUCT ROCK CONSTRUCTION INSTALL 125 L.F.' OF it ENTRANCE PER CITY REQUIREMENTS. 6" Q.I.P. WATER SERVICE ----- LINE. CONNECT TO EXISTING v: WATER SERVICE STUB. PROVIDE INLET PROTECTION % (FIELD VERIFY STUB LOCATION) AT EXISTING CULVERT w L; _ " W INSTALL 110 L,F. OF > 4" P.V.C. SANITARY SERVICE I Q n I CONSTRUCT SILT FENCE_ BENCHMARK -TOP NUT HYDRANT/ -- PIPE, CONNECT TO EXISTING / \ I i ELEVATION = 963.27 �' SANITARY SERVICE STUB, m � (FIELD VERIFY STUB LOCATION) g"W 10 MIN .. -- MH 1 z f - BACKFILL 8'°S LOADING, PLUS DEAD LOAD. x BURY BOTTOM 6" OF NORTH FABRIC 7" METAL PLATE TO BE INSTALLED 960 BOX X61 F- --6,� `- —12" _8.__j 962 SEE GEOTECHNICAL REPORT FOR SOIL CORRECTION ALL GROUT MUST BE AN I o i 0 962, 963 961 APPROVED NON -SHRINKABLE I 90 g60 c , w w GASKET BELOIN THE PLATE. EXISTING SPOT ELEVATION I 6"BOXELDER r , 5" 961.1 0� NOTES; 10 NOTE: 1, BASE TO BE GROUTED CAST OPENING - TYPE "A" (3'-6"t) TO FORM SMOOTH INLET i EDGE OF ---moi � B CK l TO OUTLET. BENCHMARK - L l 2' MAP1: E rn GRAVEL L\•/ I I I. HEYWOOD AVE UE J SAN. . SAN. ,",�. 8„S —. MH i EDGFBOF BITUMIOUS MH > rx 8 W STORM SEWER CULVERT ---� W. V. Ld INV. = 956.9 - - - ----- - - -- ---- " PROVIDE INLET PROTECTION HYD. �' 960 DURING CONSTRUCTION Cn f _OPT g6'3 ------962 963 960----- _ 959 0 95$ TIAL. "1 GRASS SURFACE 964�� -ice . g�x. CONSTRUCT SILT FENCE I 961 962 963 P.P. --- - — -- - 961 ' \'`--_EDGE OF PROPOSED FUTURE GRAVEL `=- - BIT. PARKING cG W CN 962 1 °- L PROPOSED GRAVEL PROPOSED CONC. - ,`g a W STORAGE YARD APRON J s 962 11 6 LOT 2 g61 _ -_ 96 96 HC N In B-1 M I B-2 i----- ---- -- -- 6 8.0 __ - - --- ' z 1 00 0 v� g61. w B-4 ! C4 (07 DRIVE -1N PROPOSED CONC. -I Vary He a j °,, PROPOSED C NC. -- IDRIVE-IN DOOR WALK o CONSTRUCT FLAT INFILTRATION LLl OT '� I DOOR C� t ` SWALE AS SHOWN I�; APRON I -PUMP DISCHARGE ` f I--- _ d t N POINT f __,..Lo i BOTTOM = 960.0 1� t {{ } w A I ^UTO >� Q BREAK LINE - ►- PROPOSED BUILDING PARKING U) ' ca >' g0 m 30 v' © i b7 61 e _ °o`� 1 I ADDITION I- w 9 B-3 # ,�, �, DDI TIO � Vi I' I 961 F F 962.4 z' - Q <t p o o DOCK 94 d- - i PROPOSED GRAVEL - W N I oN - J- ,� vt -i STORAGE YARD Q a_ a I, EYY - G Z ! f IF 168.3I 1 "A N f 1 d. Q 7 C CAND T CATCH BASIN H / i ARGE INTO ° q o a J DOCK 0 = 0 z 0 % F.F. = 958.0 10 © n . Z OR PUMP DISCHA GE 0 0 962 P 8.40 INV. - 955. 0 -� Q 962 rI. - MATCH EXISTING FX I S TI N G BITUMINOUS i N(10 962 6°BOXEi DER I i PROPOSED GRAVEL �o c 1 fl° A H I g6� d STORAGE YARD ' oo U I L� I `� G r - - _ _ _ _ _ N I U j SANITARY I 1 LIP FA = 962.4 CLEAN-OUT II W ^ I I <J OvERHEAD I W I b� 000R BITUMINOUS Ig62. PARKING F30 SEDGE OF ----10 r -- GRAVEL ; 10+ B-5 61 g� 9 168.3 1 O ASH} J, i ... C362 NATURAL. GAS PIPELII E EASEMENT -_ g gay � CONC 1 �00 -'' --ARBORVITA 6 �� 9b 1 STOOP = G 0 — _Tcr G :PROP -& Tlff�t/'fifC�i�'ilC" T'Ti_n o—r- 1 0 W _' -_ _-�_ 1 ' 12" W VY 2"x2"x4' WOOD STAKES Q4' O.C.-- EXISTING .C.--EXISTING GRADE --- SEE SOIL BORING REPORT FOR SOIL CORRECTION REOUIREMENTS. L1 1/2 " BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341, I (1 1/2 CARS) (2" HEAVY DUTY TRUCKS) — BITUMINOUS BASE COURSE, Mn/DOT SPEC 2341 — (6" CARS) (7" HEAVY DUTY TRUCKS) — AGGREGATE BASE, CLASS 5 Mn/DOT, SPEC 2211, 100% CRUSHED PLACE ON PREPARED SUBGRADE,. Mn /GOT SPEC 2112, ASPHALT PAVEMENT SECTION NOT TO SCALE IN5 I ALL 5 L.i . UF b D.I.P. LEAD CONSTRUCT SILT FENCE -_ 1 PROPEX "SILT STOP" FABRIC OR EQUAL. FASTEN TO STAKES AND USE WIRE MESH BACKING. 10 MIN .. -- Q0D SLAB SHALL BE DESIGNED FOR AASHTO HS -25 HIGHWAY z f - BACKFILL 8'°S LOADING, PLUS DEAD LOAD. x BURY BOTTOM 6" OF }_SLOPE f \-0.5"R- FABRIC 7" METAL PLATE TO BE INSTALLED 7.5" i F- OHE SILT FENCE —12" _8.__j NOT TO SCALE SEE GEOTECHNICAL REPORT FOR SOIL CORRECTION ALL GROUT MUST BE AN I o W-- APPROVED NON -SHRINKABLE I m USE A DOUBLE LINE OF RAM -NECK , w w L l 2' MAP1: E rn GRAVEL L\•/ I I I. HEYWOOD AVE UE J SAN. . SAN. ,",�. 8„S —. MH i EDGFBOF BITUMIOUS MH > rx 8 W STORM SEWER CULVERT ---� W. V. Ld INV. = 956.9 - - - ----- - - -- ---- " PROVIDE INLET PROTECTION HYD. �' 960 DURING CONSTRUCTION Cn f _OPT g6'3 ------962 963 960----- _ 959 0 95$ TIAL. "1 GRASS SURFACE 964�� -ice . g�x. CONSTRUCT SILT FENCE I 961 962 963 P.P. --- - — -- - 961 ' \'`--_EDGE OF PROPOSED FUTURE GRAVEL `=- - BIT. PARKING cG W CN 962 1 °- L PROPOSED GRAVEL PROPOSED CONC. - ,`g a W STORAGE YARD APRON J s 962 11 6 LOT 2 g61 _ -_ 96 96 HC N In B-1 M I B-2 i----- ---- -- -- 6 8.0 __ - - --- ' z 1 00 0 v� g61. w B-4 ! C4 (07 DRIVE -1N PROPOSED CONC. -I Vary He a j °,, PROPOSED C NC. -- IDRIVE-IN DOOR WALK o CONSTRUCT FLAT INFILTRATION LLl OT '� I DOOR C� t ` SWALE AS SHOWN I�; APRON I -PUMP DISCHARGE ` f I--- _ d t N POINT f __,..Lo i BOTTOM = 960.0 1� t {{ } w A I ^UTO >� Q BREAK LINE - ►- PROPOSED BUILDING PARKING U) ' ca >' g0 m 30 v' © i b7 61 e _ °o`� 1 I ADDITION I- w 9 B-3 # ,�, �, DDI TIO � Vi I' I 961 F F 962.4 z' - Q <t p o o DOCK 94 d- - i PROPOSED GRAVEL - W N I oN - J- ,� vt -i STORAGE YARD Q a_ a I, EYY - G Z ! f IF 168.3I 1 "A N f 1 d. Q 7 C CAND T CATCH BASIN H / i ARGE INTO ° q o a J DOCK 0 = 0 z 0 % F.F. = 958.0 10 © n . Z OR PUMP DISCHA GE 0 0 962 P 8.40 INV. - 955. 0 -� Q 962 rI. - MATCH EXISTING FX I S TI N G BITUMINOUS i N(10 962 6°BOXEi DER I i PROPOSED GRAVEL �o c 1 fl° A H I g6� d STORAGE YARD ' oo U I L� I `� G r - - _ _ _ _ _ N I U j SANITARY I 1 LIP FA = 962.4 CLEAN-OUT II W ^ I I <J OvERHEAD I W I b� 000R BITUMINOUS Ig62. PARKING F30 SEDGE OF ----10 r -- GRAVEL ; 10+ B-5 61 g� 9 168.3 1 O ASH} J, i ... C362 NATURAL. GAS PIPELII E EASEMENT -_ g gay � CONC 1 �00 -'' --ARBORVITA 6 �� 9b 1 STOOP = G 0 — _Tcr G :PROP -& Tlff�t/'fifC�i�'ilC" T'Ti_n o—r- 1 0 W _' -_ _-�_ 1 ' 12" W VY 2"x2"x4' WOOD STAKES Q4' O.C.-- EXISTING .C.--EXISTING GRADE --- SEE SOIL BORING REPORT FOR SOIL CORRECTION REOUIREMENTS. L1 1/2 " BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341, I (1 1/2 CARS) (2" HEAVY DUTY TRUCKS) — BITUMINOUS BASE COURSE, Mn/DOT SPEC 2341 — (6" CARS) (7" HEAVY DUTY TRUCKS) — AGGREGATE BASE, CLASS 5 Mn/DOT, SPEC 2211, 100% CRUSHED PLACE ON PREPARED SUBGRADE,. Mn /GOT SPEC 2112, ASPHALT PAVEMENT SECTION NOT TO SCALE IN5 I ALL 5 L.i . UF b D.I.P. LEAD CONSTRUCT SILT FENCE -_ 1 PROPEX "SILT STOP" FABRIC OR EQUAL. FASTEN TO STAKES AND USE WIRE MESH BACKING. B612 CURB AND GUTTER DETAIL NOT TO SCALE CONCRETE ADJUSTING RINGS GROUTED IN PLACE MIN_ 2 RINGS MAX. 1' OF RINGS INCLUDING MORTAR, MORTAR EXTERIOR OF RINGS — RAM -NECK JOINT FILLER UNDER CASTING NOT IN PAVED AREAS. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the lows of the State of Minnesota. Print Name: - FOR STORM MANHOLES Signature': --_-__- CASTING NEENAH R-2501, OR CITY APPROVED ALTERNATIVE. Date: License No: PRECAST CONCRETE TOP 10 MIN .. -- Q0D SLAB SHALL BE DESIGNED FOR AASHTO HS -25 HIGHWAY r — JI f - BACKFILL 8'°S LOADING, PLUS DEAD LOAD. -� 0.75" PER FOOT BURY BOTTOM 6" OF }_SLOPE f \-0.5"R- FABRIC 7" METAL PLATE TO BE INSTALLED 7.5" i PROPOSED EMBANKMENT OHE SILT FENCE —12" _8.__j NOT TO SCALE B612 CURB AND GUTTER DETAIL NOT TO SCALE CONCRETE ADJUSTING RINGS GROUTED IN PLACE MIN_ 2 RINGS MAX. 1' OF RINGS INCLUDING MORTAR, MORTAR EXTERIOR OF RINGS — RAM -NECK JOINT FILLER UNDER CASTING NOT IN PAVED AREAS. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the lows of the State of Minnesota. Print Name: - FOR STORM MANHOLES Signature': --_-__- CASTING NEENAH R-2501, OR CITY APPROVED ALTERNATIVE. Date: License No: PRECAST CONCRETE TOP - tiOTE: Q0D SLAB SHALL BE DESIGNED FOR AASHTO HS -25 HIGHWAY r — JI 0.5"R 8'°S LOADING, PLUS DEAD LOAD. -� 0.75" PER FOOT BOTH ',NAYS }_SLOPE f \-0.5"R- 7" METAL PLATE TO BE INSTALLED 7.5" i ON ALL INACTIVE SYSTEMS. OHE OVERHEAD ELECTRICAL LINE —12" _8.__j PLATE TO BE REMOVED SEE GEOTECHNICAL REPORT FOR SOIL CORRECTION ALL GROUT MUST BE AN I B612 CURB AND GUTTER DETAIL NOT TO SCALE CONCRETE ADJUSTING RINGS GROUTED IN PLACE MIN_ 2 RINGS MAX. 1' OF RINGS INCLUDING MORTAR, MORTAR EXTERIOR OF RINGS — RAM -NECK JOINT FILLER UNDER CASTING NOT IN PAVED AREAS. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the lows of the State of Minnesota. Print Name: - FOR STORM MANHOLES Signature': --_-__- CASTING NEENAH R-2501, OR CITY APPROVED ALTERNATIVE. Date: License No: PRECAST CONCRETE TOP - tiOTE: SLAB SHALL BE DESIGNED FOR AASHTO HS -25 HIGHWAY r — JI REINFORCING TO CONSIST OF #4 BARS AT 8"O.C. 8'°S LOADING, PLUS DEAD LOAD. -- A_ BOTH ',NAYS BURIED GAS LINE 10"W METAL PLATE TO BE INSTALLED T BURIED TELEPHONE LINE ON ALL INACTIVE SYSTEMS. OHE OVERHEAD ELECTRICAL LINE F PLATE TO BE REMOVED HYDRANT ALL GROUT MUST BE AN I o WHEN OUTLET IS CONNECTED, APPROVED NON -SHRINKABLE I VARIES USE A DOUBLE LINE OF RAM -NECK GROUT MIX. w w GASKET BELOIN THE PLATE. EXISTING SPOT ELEVATION U PLATE SHALL IiOT EXTEND 5" 961.1 BEYOND STRUCTURE. NOTES; 20"DIAMETER PRE-- NOTE: 1, BASE TO BE GROUTED CAST OPENING - TYPE "A" (3'-6"t) TO FORM SMOOTH INLET _--- _-� TYPE "B" {4'-O"±} TO OUTLET. BENCHMARK - ---- 2. PIPE CUT-OUTS TO BE PRECAST CONCRETE STRUCTURE 2) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE LOCATED WHERE REQUIRED. SHALL BE ACCORDING TO 651-454-0002 PRIOR TO EXCAVATION. 3) SEE SOIL BORING ASTM C-857-87 STORM SEWER 4) 3. STEPS TO BE LOCATED AWAY FROM OF PROPOSED ENTRANCE ONTO HEYWOOD AVENUE. PIPE OPENING. CATCH BASIN MANHOLE 6) 4 ALL GROUTING MUST BE AN EXIST ON PROPERTY. APPROVED NON -SHRINKABLE NOT TO SCALE GROUT MIX. /NORTH SCALE IN FEET 0 30 60 90 15 45 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM ELEVATIONS ARE CITY DATUM EROSION CONTROL NOTES 1) CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SHOWN. 2) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A PLACED AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 3) PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. 4) CONSTRUCT INFILTRATION SWALE PRIOR TO MASS EXCAVATION. 5) REVEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADE. 6) PROVIDE INLET PROTECTION AT CULVERTS. 7) STOCKPILES ON SITE SHALL USE SILT FENCE TO REDUCE EROSION POTENTIAL. 8) ALL SLOPES SHALL BE LESS THAN 3:1, LEGAL DESCRIPTION: Lot 1, and Lot 2, Block 4, AIRLAKE INDUSTRIAL PARK SECOND ADDITION, Dakota County, Minnesota, according to the recorded plot thereof. REVISIONS GRADING, DRAINAGE, & UTILITY PLAN9-1- _- 8-01 ` PARKING STALLS AND FUTURE PARKING PREPARED FOR: 10-02-01T GRADING AND DRIVE LOCATION PER CITY COMMENTS 11-27-01 LOT 2 GRADING REVISIONS APPRO Development, Inc. 11-30-01 PER CITYREVIEW COMMENTS 21476 Grenada Avenue _ _ - Lakeville, MN 55044 JACOBSON ENGINEERS SURVEYORS EDNEY DISTRIBUTION P.O. BOX 541 COMPANY TEL: (952) 469-4328 LAKEVILLE, MN 55044 FAX (952) 469-4624 PR,J. NO 201066.21 CHECKED: GDJ SHEET NO. DRAWN'. GAM SCALE: AS SHOWN C 3 ATE: 3-O>- FIELD BOOK: A 201D ,2 LEGEND E BURIED ELECTRICAL LINE 8'°S SANITARY SEWER LINE G BURIED GAS LINE 10"W WATER MAIN LINE T BURIED TELEPHONE LINE OHE OVERHEAD ELECTRICAL LINE HYD. HYDRANT W. V. WATER VALVE P. P. POWER POLE SOIL BORING EXISTING SPOT ELEVATION 5 961.1 PROPOSED SPOT ELEVATION 5 961.1. PROPOSED HIGH POINT SPOT ELEVATION - — PROPOSED DIRECTION OF SURFACE WATER FLOW NOTES: 1) BENCHMARK - TOP NUT HYDRANT, EAST OF LOT 1, ELEVATION = 963.27 2) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE ONE CALL AT 651-454-0002 PRIOR TO EXCAVATION. 3) SEE SOIL BORING LOGS FOR SOIL BORING INFORMATION, 4) CONSTRUCT ROCK CONSTRUCTION ENTRANCE AT LOCATION OF PROPOSED ENTRANCE ONTO HEYWOOD AVENUE. 5) SEE ARCHITECTURAL PLANS FOR PROPOSED FENCE LOCATION, 6) NO WETLANDS EXIST ON PROPERTY. EROSION CONTROL NOTES 1) CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SHOWN. 2) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A PLACED AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A TARGET RATE OF 2 TONS PER ACRE. 3) PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. 4) CONSTRUCT INFILTRATION SWALE PRIOR TO MASS EXCAVATION. 5) REVEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADE. 6) PROVIDE INLET PROTECTION AT CULVERTS. 7) STOCKPILES ON SITE SHALL USE SILT FENCE TO REDUCE EROSION POTENTIAL. 8) ALL SLOPES SHALL BE LESS THAN 3:1, LEGAL DESCRIPTION: Lot 1, and Lot 2, Block 4, AIRLAKE INDUSTRIAL PARK SECOND ADDITION, Dakota County, Minnesota, according to the recorded plot thereof. REVISIONS GRADING, DRAINAGE, & UTILITY PLAN9-1- _- 8-01 ` PARKING STALLS AND FUTURE PARKING PREPARED FOR: 10-02-01T GRADING AND DRIVE LOCATION PER CITY COMMENTS 11-27-01 LOT 2 GRADING REVISIONS APPRO Development, Inc. 11-30-01 PER CITYREVIEW COMMENTS 21476 Grenada Avenue _ _ - Lakeville, MN 55044 JACOBSON ENGINEERS SURVEYORS EDNEY DISTRIBUTION P.O. BOX 541 COMPANY TEL: (952) 469-4328 LAKEVILLE, MN 55044 FAX (952) 469-4624 PR,J. NO 201066.21 CHECKED: GDJ SHEET NO. DRAWN'. GAM SCALE: AS SHOWN C 3 ATE: 3-O>- FIELD BOOK: A 201D ,2 A �m