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Home My WebLink About2007-grading/utilities-project did not happen-info onlyGRADING NOTES: 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR 0 \ - 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC REPLACE THE ABOVE WHEN DAMAGED DURING r � � / � FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT` CONSTRUCTION AT NO COST TO OWNER. 4 A --_ ,.; 1 Lir':'1.. •p. - �';E "._. '1 ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. cW �? 110 3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF ff \ .".1.1 �� TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER UNSTABLE MATERIAL. I, 1` N7 I 4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY I / # ' STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL __..." ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING 'g . THE EXISTING PAVEMENT. i 0 20 4a _ 60 , I 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. = p i SC IN ET ; _ 3 ALE FE _ . 6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND ANY p OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED ! {` r _`y # _ OFF THE CONSTRUCTION SITE. - ;- 1 I6. a= _. - - f` t� 3 -.- _ - _ - to I" 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN 2 at.1 17 - ! 7r 1� SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING ./ I % - - s r ' �'.. __11 TO THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE _ � _� - -- PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN. THE PAVEMENT � ' � _ 11 ` --- � ! 3 } ;_- , _ _ ; ;, SECTION AND SUBBASE SHALL BE COORDINATED WITH THE GEOTECHNICAL REPORT. - = c _ II - ' .zy I I I, �,-�� m ,_ � s ` ' RETAIKING WALL __ , :: � T�� a 1 8) FINISHED GROUND ADJACENT TO PROPOSED BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OF 6 INCHES - -. � '¢: . A _ - .....F Z I ! �€E� MATCH EXISTING WALL TYPE; r IN 10 FEET (5.0%) FOR THE FIRST 10 FEET, EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO §a _r- 5' y t. _ ... _ _� STI GRADE _ AND MATCH =EX1 NG t # __ _ - 10iV PLAN GRADES. -� _ - "' S8'25'29"EIf �� _ _ _� - -- = 5 - �. - _- 09 _ _ : _ v 230 ;y. __ - T : F- _ h, , .._ ---. ; , -.- n r,:,_ w '. ' _ y , - rig y i_ .�-, -.... - 9 CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING PROPOSED `^~ - _ _` 3P , - f -., _ - - _. - _ 1 PAVEMENTS SIDEWALKS AND CURB &GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE POSITIVE = _ -- - _--:: _ ._.,n- a , _ _ F » D RAI NTII F , _ -- --- -�12 F1 RIM =1008 00 , - AND PREVENTPONDING IN OWER AREAS. CONTACT EN IN ER IF FIELD a = E E _ _ �a T ____ .__: _ ___ 10 DRAINAGE AWAY FROM BUILDINGS E LG E t _ INV=1004.27 -'` - _, - -_ ,_ - _ - ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. T = E E AY_ '` _ - QI D AIN _ -. SLOPE Q 1. r �E "' ,_ I f _ TOV+f;4ROS CBMH 2 `. _, _ - 8- H F A UNDER A PROPOSED RB AND _ - �i� _ 10) INSTALL A MINIMUM OF 4 INCHES 0 CLASS 5 AGGREGATE BASE U DE ALL 0 OSED CU /� �` ��12" yLi . 1009 �A'F�. GUTTER. - f _ _ -: = _� 'o , h 1Q .► ar- _ yr _,: O _ 100 -1 I. 4 -• ., g� 1.1®-- -- -- - - - �- - '`..a0 �_.... ��®* _ � 0 1009.50 „ . 14, .,_: f , : 1 1) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT S N . _ _ , - `� 4 ` = a - - _� CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. , ° =Y} c, f 7Q� °' �® a I - �- : << Q b t ' e ss+�+ g_ d. e . -,F - _ _ 12 CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE /'�� _ ; t RIGHT-OF-WAY AND DETERMINE IF CITY INSPECTION WILL BE REQUIRED. :` __ - a r 4 - - _ ��%_ _ X1 o4a 4 --- 1.00%HCP _ N _ . ,, . TES. _ _ TY CONSTRUCTION NO x, ==a _ <<. r _ 11 9 ,.£ I z_ - - 0 ° 0 0 ,tj - 0 I „ FFE■1012:00 L-iiI 4 a _ . - - CBMH 2 -. Z + RIM 100$.4 Us ,,, : X,. O NV=100=40y = MAINTAIN 18" VERTICAL SEPRATION TOP OF W.M.=1000.8± VERI PRIOR TO CONSTRUCTION CBMH 3 CONSTRUCT OVER EXISTING 15" RCP RIM= 1008.3± INV= 1 002.60(W) INV=1000.6±(t ,S) f 0 , ,f X 01 1.90 Tf01>1.00 y ' THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND _ F- t -_- 1) PRIOR TO CONSTRUCTION,„ _ __.._ r F 1®1 LFE■1005.00 6 - T SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE " - -- `° q 3 = EXTRUDED ITUIvt NOUS =CUR INVERTS, SHOWN OR NO S / - ECT ENGINEER IMMEDIATELY. -' ;' f / - �- h0 s6 ,� REPORTED TO THE PROJ _ <.: '� 50 AS NECESS{�R � 7. ' r ;a, m_A I' d 1:010-* b _ _ ®® SAW & RE OVE EXISTING sw' , _ , ::., ' - • ._.., , __ ` ate. - a, Q . - _ _ _. OF THE BUILDING PIPE SYSI EM PRIOR TOTD, _ - _ 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS _ e - }r 1 0:� A b.. /0 a� BITUMINOUS & CONCRETE CURB. CONSTRUCTING SERVICE CONNECTIONS. _ _ _ "'� jTL9 REPLACE WITH NEW t,UMINOUS 1\ 5. 3ING �-, //y� ❑ &CURB• MAT H ±XIS: ALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT ''--W- `' f:;,, � � �-- FIELD 1_6CATE .AND- EXTEND � Cf3NNECT GARAGE .bC) DF;tAI _ THICKNESS, TY:)E &GRADE. 3) ALL UTILITY WORK SH == E,. h �► ♦ - _ - - - w - ANI - L COORDINATE WORK WITH ALL UTILITY COMPANIES. , ,k n 9- 1 f xE REQUIREMENTS. CONTRACTOR SHAL Y t .;/ �` _ EXISTING' S TfY EXISTING UTILITY SERVICES TG NEW _ I g* . , �; _ _: BUILDING f - r WITH 6" WYf=. : _ _- �.. - - .9- ,x �-, }y 4 STORM SEWER SHALL BE HDPE PIPE OR APPROVED EQUAL. CB 1 & CBMH 2 SHALL BE NYL_OPLAST STORM ` _ �'41z 11 _ 2 6 SDR 011.00 QFE■10110.50 n ❑ -_ - - �S ; rK-IJ ti 1 0 _ S�C)PE A If ±MUM ,bF 009 .. , DRAINAGE STRUCTURES OR APPROVED EQUAL (SEE DETAILS PER DIRECTION OF OWNER. CBMH 3 SHALL BE =.�;- _ - •- c y CITY STANDARDS. CBMH 3 SHALL BE IN , " _- -0' 1010,.. - - ❑ PRECAST REINFORCED CONCRETE AND CASTING SHALL COMPLY WITH C A ., _ _ HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT DINGS. ,,_ _ _ . <y'�> .- - _= : _ - _ _ O ACCORDANCE WITH ASTM C478 AND A F ate. _ - .. ._ - - - - _:.. _ - Qs �o _999 9 3 , , _s ' , �O = -11� t ' CONSTRACTOR SHALL FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. '' w p 100 `� f- 11 -- CONTRACTOR WILL BE RESPONSIBLE IBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER, AND PLUMBING ..r.� `� N. Capp 1006 _ ;�,R�. Or - -- 11 BUILDING DEPARTMENT. w --- - - PERMITS FROM THE CITY'S BUILD 3 a.,_1117 --;_ � j 1005 ---- - ,,., _ - }- ' 1 - h _ I 1004-- i } - , :. , r � � - z� s - ❑ ❑ 0 . • RETAINING , WALL 1 COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTMjAf 7) UTILITY TRENCHES SHALL BEC \ . L1.pQ . O0� = TYPE T BE_=D.EfERM1 ....11 1, _ _� _ - N TO WITHIN THREE FEET OF THE GROUND SURI-ACE AND . u 84 86 -= -- _ ��C] `` il ! D698.78 OR AASHTO T 99) FROM THE PIPE ZONE - , i, ; -�BY OWNER` _ -� , 100% STANDARD PROCTOR IN THE UPPER THREE FEET. ' _ m - _ z -- _ s ,-- - - 11 - _ = - '�- s Sg2.2�,52- 50. o� }_. _ - , 8 CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE 3 \ e _ E - 9 - -- CN PECTION MAY BE REQUIRED DURING CONSTRUCTION OF UTILITY SERVICES TO EXISTING 184. - 3= RIGHT-OF-WAY. CITY IN = 7 - EROSION`.`CONTROI 6 - _ _ -.-_ UTILITY MAINS. -. \ FE __ Ii L SALT NCE' , 9) CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE -- -` - -=.T -._ -_: r = 10 �_� ; , CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD - m _ -- - CLOSURES. MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, DECEMBER 2001. ONE ELEVEN FOOT MINIMUM Li n I __ ,_ - '--_., WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. = _x 0` .,-_ ter, r: - -- _ _.a , 7 OUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH MN/DOT SPECIFICATIONS. - x" _ = _ THE EXISTING BITUMINOUS _ ' 1__:` 1 10 E ,: =w �� "� I, I E F _ •. -- -�- - _ .ry"' t . _ _ �_ ' . - , - ,__ , .., ---. _ '� _ _ 4:«_ ,_ E --- _ = _ - - =. Y - -r - - _ - EROSION CONTROL NOTES - _ - ' . _ , _ -____ -__ i I {_ ,mow« 1) ALL PERIMETER SILT FENCE, CATCH BASIN INLET PROTECTION, AND ROCK CONSTRUCTION ENTRANCES - ." t 0-00,29 SHALL BE INSTALLED PRIOR TO LAND DISTURBING ACTIVITIES. ; :: _ 2) WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR , _ _ ,i. ROCK BASE. ` t I _ __ =_m _, �F _, _ - ,� £ i � t ."1. - 3) THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ` _. I ACCUMULATED SILT IN FRONT OF SILT FENCES, FOR THE DURATION OF THE CONSTRUCTION. 1N. a - -- _- I _ - 4 REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. J : SAN MH I v RiM=998.59 5) THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND =F,- 'I'lC+1.=992.00 PAVED AREAS AND SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. _._., -' e a )) I _- 6) IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK " z TO ALL CONSTRUCTION AREAS ' I _ y E '- I- 1 -,1 _ Issue / Revision Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Ham Date: Reg. No. 13394 Reviewed By: Jerry Backman Designed By: Drawn By: Checked By: 15050 23rd Avenue North 15441 Schoell M TI763-7461600 Minnesota F 763-746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelimadson.com I 11 tient: e� jj 00 MI -ANDY ANDERSON fflPC?-,J - W-47 2001 Sugarwood Drive n Long Lake, MN 55356 I('_-_0! -� AJ r-<--:) 952-253-1902 ®� a/0- o . 11 11 LEGEND PROPOSED EXISTING - - ADJACENT BOUNDARY LINES -' PROPERTY LINE �'- �-� - -- ----- ------------ ------- SETBACK LINE _- ....,._ - - EASEMENT LINE • 4 0 @ .^ SANITARY SEWER ix __ I WATER MAIN W/ FIRE HYDRANT & AUX. VALVE " 1 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Ham Date: Reg. No. 13394 Reviewed By: Jerry Backman Designed By: Drawn By: Checked By: 15050 23rd Avenue North 15441 Schoell M TI763-7461600 Minnesota F 763-746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelimadson.com I 11 tient: e� jj 00 MI -ANDY ANDERSON fflPC?-,J - W-47 2001 Sugarwood Drive n Long Lake, MN 55356 I('_-_0! -� AJ r-<--:) 952-253-1902 ®� a/0- o . 11 11 LEGEND PROPOSED EXISTING VARIE VARIES CO 1 DETAIL t�BMH 2 DETAIL F'tK UWIVtK SLOPE TO DRAIN COMPACTED EARTH RISER NYLOPLAST DRAIN BASIN OR EQUAL COMPACTED CRUSHED STONE BASE 'LK U W NtK SLOPE TO DRAIN COMPACTED EARTH RISER NYLOPLAST DRAIN BASIN OR EQUAL HDPE PIPE COMPACTED CRUSHED STONE BASE 22 3/4" Sq. Grate Curb Inlet Frame Surmountable Curb - Surmountable Casting per city standard Grate 2" Below Adjacent Gutter and Street 8.8 9.75" Precast Manhole Cover Slab 6.. .,� ...° a 58" O,D. With 2' x 2' Opening 2'C� 11 - 10" 48" RCP Class II Plain Ends 4'0" E� 0 Z o f Elevation of Incoming Line Equal 0 m to or Above Outgoing Line 4-0 3" _ I _ (1 I IRCP - .p 6" : b �� ' 71 5'4" Precast Manhole Base, 1 64" O.D. Flat Design CBMH S DETAIL Project: ANDERSON RESIDENCE LONG LAKE, MN Date: 2.14.07 Sheet Title: I Sheet: GRADING & UTILITY PLAN Ci SMI Project Number: 64459-003 - - ADJACENT BOUNDARY LINES -' PROPERTY LINE �'- �-� - -- ----- ------------ ------- SETBACK LINE _- ....,._ - - EASEMENT LINE • 4 0 @ .^ SANITARY SEWER ix __ I WATER MAIN W/ FIRE HYDRANT & AUX. VALVE " 1 P4 GATE VALVE CATCH BASIN/STORM m-/ `-i--aa41'} SEWER/MANHOLE -_-940---- =• _ -- -= MAJOR CONTOUR LINE ------9,38r--------L _ � _ T-= -- MINOR CONTOUR LINE -f-50% PERCENT GRADE/DRAINAGE SLOPE =-= =F------- RETAINING WALL ❑ ❑ ❑ ❑ ❑ ❑ ❑ - SILT FENCE -BEFORE I CONCRETE PAVEMENT - 4 +907.08 GUTTER/PAVEMENT ELEV. BUILDING VARIE VARIES CO 1 DETAIL t�BMH 2 DETAIL F'tK UWIVtK SLOPE TO DRAIN COMPACTED EARTH RISER NYLOPLAST DRAIN BASIN OR EQUAL COMPACTED CRUSHED STONE BASE 'LK U W NtK SLOPE TO DRAIN COMPACTED EARTH RISER NYLOPLAST DRAIN BASIN OR EQUAL HDPE PIPE COMPACTED CRUSHED STONE BASE 22 3/4" Sq. Grate Curb Inlet Frame Surmountable Curb - Surmountable Casting per city standard Grate 2" Below Adjacent Gutter and Street 8.8 9.75" Precast Manhole Cover Slab 6.. .,� ...° a 58" O,D. With 2' x 2' Opening 2'C� 11 - 10" 48" RCP Class II Plain Ends 4'0" E� 0 Z o f Elevation of Incoming Line Equal 0 m to or Above Outgoing Line 4-0 3" _ I _ (1 I IRCP - .p 6" : b �� ' 71 5'4" Precast Manhole Base, 1 64" O.D. Flat Design CBMH S DETAIL Project: ANDERSON RESIDENCE LONG LAKE, MN Date: 2.14.07 Sheet Title: I Sheet: GRADING & UTILITY PLAN Ci SMI Project Number: 64459-003 GRADING NOTES: 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL—FREE: 1-800-252-1166. 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER UNSTABLE MATERIAL. 4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE EXISTING PAVEMENT. 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. } 6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL BE COORDINATED WITH THE GEOTECHNICAL REPORT. ri 8) FINISHED GROUND ADJACENT TO PROPOSED BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OF 6 INCHES !X j IN 10 FEET (5.0%) FOR THE FIRST 10 FEET, EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO PLAN GRADES. O� 9 CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING PROPOSED BOULDER . RETAINING WALL PAVEMENTS, SIDEWALKS, AND CURB & GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE POSITIVE COORDINATE /VITH DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ENGINEER IF FIELD LANDSCAPE 'PLAN- ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. - Lu g j. 10) INSTALL A MINIMUM OF 4 INCHES OF CLASS 5 AGGREGATE BASE UNDER ALL PROPOSED CURB AND GUTTER. N 1 1) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT Z CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE RIGHT—OF—WAY AND DETERMINE IF CITY INSPECTION WILL BE REQUIRED. ff s- UTIUTY CONSTRUCTION NOTES:Am J n- ` f 1) PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT ENGINEER IMMEDIATELY. `S`34� WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING / r\ A I cl_rm 11/1TI 1 AI AT Ail\ H 2 'i =100'8.40 =1007.00(S) I. c _ - / 15-12" CONTSLOTTED DRAM Issue / Revision Date: Description: By: Date: Description: By: 3.28.07 City CommentsJJ –ADJUSTING RINGS AS PER = beehive grate or ,Q P 4.2.07 Site Plan Revisions JJ Infi-Shield External Sealing I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Harri Date: Reg. No. 13394 _ Reviewed By: Jerry Backman Designed By: Drawn By: Checked By: 15050 23rd Avenue North Schoell Madson Plymouth, Minnesota 5 T 763-746-1600 F 763-73-7 46-1699 Planning Engineering Surveying 11110 Industrial Circle NW, suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com CIS lent: .-92.10 MAINTAIN 18" VERTICAL SEPARATION TOP OF W.M.=1000.8± VERIFY PRIOR TO CONSTRUCTION CBMH 3 CONSTRUCT OVER EXISTING 15" RCP RIM=1008.3± INV=1002.70(W) INV=1001.0±(N,S) SAWCUT & REMOVE EXISTING BITUMINOUS & CONCRETE CURB. REPLACE WITH NEW BITUMINOUS & CURB: MATCH EXISTING THICKNESS, TYPE & GRADE. _ Compacted Backfill 12" — - -� vrcnuar Borrow MnDCT Spec. 3149A Mod. Bc+i2 Min'' Bc" Denotes outside ---- diameter of pipe PIPE FOUNDATION & BEDDING IN GOOD SOILS 16- Pay Deth lrcreme.ts Types i C moccted I BuCkfill Course Filter Aggr. MnDot Spec, 3149x; Mod. Foundation "Bc" Denotes outside diameter of Pipe PIPE FOUNDATION & BEDDING IN POOR SOILS --�-.•L.i}P-.iCYJL OEM ��fi�� !':� Associates Fn"j ens 6 C hrtS is ;s, �,•,.-,zits ANDY ANDERSON 2001 Sugarwood Drive Long Lake, MN 55356 952-253-1902 STG NDAPC DETAILS P DD v l':_T CDS R VCIP orPIC JAN, 2006 11 ORONO, MINNESOTA fl �: CFH -J �) 0 2-%36" slab opening for Neenah R3067V or equal (Vane grate shown) Dimension from back cf curb to center of pipe. 4' Ga. MH - 9" in from Back of Curb 5' Dia. MH 3" in from Back of Curb 6' Dia- MH 3' behind Bock of Curb 7' Dia. MH 9" behind Bock of Curb 8' Dia. MH - 15" behind Bock c= Curb PLAN Minimum of 2 and maximum of 5 - - concrete adjustment rings with full Radius bed of mortar'between each concrete collar required around all adjusting rings. ring w/mortar-0.2'; max. h,,,'z_ontel — offset=0.25'(3") -- -- 6" precast reinforced concrete slab. Vcries I - Top of barrel section ander top Slab 12` 16"' to have flat top edge sealed with 2 beads of Ramnek or equcl i l - All joints in manhole to have ? Varies "0" ring rubber gaskets. -- ---- 4'-{ TY p. --- Precast concrete section mI, Doghouses shall be grouted on both a --'I -- 5 the outside and ins'de. - - Manhole steps, Neenah R -981J or 15" o.c., Alum rum steps - — -, approved. b� q, 4" PVC Tee for dr.in-ile connection. 2� No block structures are c for d -� Minimum Slob thickness, 6" for structures ' 4' in depth Increase thickness 1 " for � I each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 me,sn. I SECTION - Grout bottom i J„n Ii STANDARD DETAILS�I JAN 2006 AS e I�=1® d el CATCHBASIN MANHOLE A �a� e.1� s I� T"PE Engineers A Architects Y i �s, Pa tnneso:a ORONO, MINNESOTA �! STo CBMH S DETAIL Casting as noted below p -------- oNu I---------5 CBMH2: Neenah R-1733 with type C grate or approved equal o��os�estroo STANDARD DETAILS `°-t R="5'°": Rosene 1=EB. 2000 TYPE I I mlArederlik .1I BRA Rate Nc. Associates , CATCHBASIN 1-18 ORONO, MINNESOTA T� ` SL Fault Minnesota CB 1 & CBMH 2 DETAIL --CATCH BASIN FRAME CB1: Neenah R -2560-E1 –ADJUSTING RINGS AS PER = beehive grate or ,Q P –I EOPR. NE RUBBER TOP SEC I i0 approved equal Infi-Shield External Sealing -EPDM RUBBER BOTTOM Sl(MIN. Sleeve -^--- Minimum of 2 maximum of INSTALL—ED PER MANUFACTURERS 6 conrete adjustment rings RECOMMENDATIONS allowed with full bed of moria, i ,—CATCH BASIN STRUCTURE between each. a: I �I Reinforced precast concrete cone section or 8” segmental ail Grout bottom concrete block. > of cotchbcsin slope to pipe 7 t 48" Diameter I - _ 64" Diameter bottom slab o��os�estroo STANDARD DETAILS `°-t R="5'°": Rosene 1=EB. 2000 TYPE I I mlArederlik .1I BRA Rate Nc. Associates , CATCHBASIN 1-18 ORONO, MINNESOTA T� ` SL Fault Minnesota CB 1 & CBMH 2 DETAIL --CATCH BASIN FRAME i –ADJUSTING RINGS AS PER = SPECI` CATIONS ,Q P –I EOPR. NE RUBBER TOP SEC I i0 i' -EPDM RUBBER BOTTOM Sl(MIN. \ 60 MIL TH CKNESS} EXTERNAL SEAL SL' -EVE TO BE INSTALL—ED PER MANUFACTURERS RECOMMENDATIONS ,—CATCH BASIN STRUCTURE y.i –SANITARY OR STORM SEWER ---�� Iv1ANH01_E FRAME � ADJUSTING RINGS AS PER 4' SPECIFICATIONS I –NEOPRENE RUBBER TOP SECTION t ,\ RUBBER BOTTOM SECTION II i (MIN. 60 MIL THICKNESS) h EXTERNAL SEAL SLEEVE TO BE INSTALLED PER MANUFACTURERS I RECOMMENDATIONS f3 - -TOP SLAB OR CONE SECTION I –MANHOLE SECTION I, I � sax c 1 STANDARD DETAILS I� jAN. 2006 WlA �c e A:TCHBASIN AND MANHOLE EXTERNAL SEAL Assoc iaPes '31 i_erx6Architects IIS- ORONO, MINNESOTA I�1 �t. Foul �tlnn� is �J-1-- STO— 1 J -- �� Project: ANDERSON RESIDENCE LANG LAKE, MN Date: 2.14.07 Sheet Title: Sheet: g GRADING & UTILITY PLAN C 1 W SMI Project Number: 64459-003