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2006-06-12 C8-1ADJUST CASTING TO 1/2" BELOW FINISHED GRADE.—, 1 7" BETE RING 'ICAL NDSCAPE CTION M 1/2 PIPE SEC GEST DIAMETER ;RETE ADJUSTING RINGS 4-2" RINGS TO BE INSTALLE[ 2-2" RINGS TO BE INSTALLED —NOTES— RISER PIPE SHALL BE EXTENDED ABOVE GROUND LEVEL INTIALLY &THEN IT MAY BE CUT C° BACK TO MATCH FINAL GRADE (BY OTHERS) POSITION CLEAN —OUTS UPSTREAM OF BENDS, CO WHEN FEASIBLE. CLEAN —OUT STRUCTURE 5» NO SCALE MANHOLE CASTING AND COVER, NEENAH R-1642—B, ESS BROS. 309, OR APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. 27" \A 48" STEPS 16" O.C. ON DOWNSTREAM SIDE FULL BED OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. —2" ADJUSTING RINGS AS REQUIRED (MINIMUM 2, MAXIMUM 4) NOTES: 1. WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2. ON MANHOLES 8' DEEP AND GREATER 4 A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3. ALL JOINTS BETWEEN SECTIONS SHALL HAVE "0" RING RUBBER GASKETS. 4. MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6" 10/10 MESH. in . A 0 w — z 20 TO SPRING LINE CO (MAX.) Q a FLOW ---- G d C - d 4. 4 ; 8. 4 ,.... SECTION A —A SECTION B—B SECTION A —A 27" /�.i'PRECAST ECCENTRIC ' ~: REDUCER SECTION 16"O.C. FTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS CASTING AS INDICATED '1�ON PLANS OR SCHEDULE GROUT INSIDE AND OUTSIDE OF CASTING & ADJUSTING RINGS SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE 0 I [RUBBWATERPROOF ER GASKETS REQUIRED FOR PIPE INSERTS A I I I LbW 1010' in I I 3" N. MIN. STEPS AS PER SPECIAL PROVISIONS WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS. JOINTS Ld SHALL BE CONSTRUCTED WITH m CONFINED 0—RING GASKETS. a_ a MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET SEE SECTION A —A n `• 6" BASE FOR ALL MANHOLES LESS THAN I 5'-4' 14 FT. DEEP INCREASE BASE 2" PER 6 FT. OF DEPTH BEYOND 14 FT. 5" PRECAST BASE MAY BE USED FOR CONCRETE SLAB MANHOLES LESS THAN 14 FT. DEEP. GROUT FLOW LINE AS SHOWN ABOVE N 0 SCALE Bc = OUTSIDE DIAMETER H = BACKFILL COVER ABOVE PIPE d = DEPTH OF BEDDING MATERIAL UNDER PIPE DENSELY j\\\ \\\ \ COMPACTED GRANULAR MATERIAL 1/2 Bc \ \ \ \ COMPACTED AfVfTA' -'04 _.S d :. EWE' 1`GRANULAR / - /\\ MATERIAL GRANULAR FOUNDATION CLASS B CLASS B BEDDING THE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TO ONE—HALF THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE GRANULAR BEDDING BELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE INITIAL FILL MATERIAL SHALL BE DENSELY COMPACTED GRANULAR UP TO A HEIGHT OF 12" OVER THE TOP OF THE PIPE. MANHOLE COVER SHALL BE TYPE II WITH 27" ECCENTRIC OPENING Ld J m Q Q 0 VARIES FRAME & CASTING (SEE MH & CB SCHEDULE) GROUT INSIDE AND OUTSIDE OF CASTING & ADJUSTING RINGS CONCRETE ADJUSTING RINGS 2 MIN. — 4 MAX. MANHOLE TO BE CONSTRUCTED OF PRECAST CONCRETE SECTIONS MIN. CLASS III REINFORCEMENT II I I I I PRECAST OR I II GROUT LINE SHALL BE QCASTIN PLACE KIIFLOW UNIFORM SLOPE BETWEEN LOWER SECTION PIPE INVERTS I III RA� Xt VARIES 00 Of POURED OR PRECAST CONCRETE 0 MANHOLE BASE BASE 6" — 12 ft DEEP 8" — 12 ft TO 20 ft DEEP 10" — OVER 20 ft DEEP SLAB —TOP MANHOLE (STORM SEWER) NO SCALE NOTE: SEE STANDARD MANHOLE DETAIL FOR NOTES, SECTIONS, AND ADDITIONAL DETAIL STANDARD CATCH BASIN 1 /8 H 6" MIN. HAND TAMPED NI VE VA 0° /VAA MATERIAL 1 /6 B c :.•, _ \ COMPACTED d `:iAiAc7.f?khAfff;`. GRANULAR / /\\\ \ MATERIAL OR DENSELY \/\//\// COMPACTED /\\/\\/\\ FILL MATERIAL GRANULAR FOUNDATION CLASS C CLASS C BEDDING THE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL, OR DENSELY COMPACTED FILL MATERIAL UP TO A HEIGHT EQUAL TO ONE —SIXTH THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE BEDDING MATERIAL BELOW THE PIPE IS A MINIMUM OF 3" FOR 27" AND SMALLER PIPE, 6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE REMAINING SIDEFILL AND BACKFILL MATERIAL IS COMPACTED NATIVE SOILS. NEENAH R-3246 OR APPROOVED EQUAL CONCRETE ADJUSTING RINGS (AS REQ.) 48"— 60"RCP SECTION CUT TO FIT N 0 SCALE NOTI DIME STD. A LQI o� RIPRAP GRANULAR FILTER BLANKET Q SEC. B—B 5D LJ USE EQUIV. D FOR PIPE ARCH (SEE STD. PL. 3110 FOR EQUIV. D) =t RIPRAP r 1.0' 0 GRANULAR — FILTER BLANKET 2Q SEC A —A 1Q FOR PIPES GREATER THAN OR EQUAL TO 48"', USE 2.0' ® THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE FABRIC, SPEC. 3601 FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE PLANS. THE FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET. QUANTITIES AS PER MnDOT STANDARD PLATE �1R P—RA A R.C.P. OUTLET NO SCALE Hydrant marker with flex spring Hydra/Finder (candy cane) 0 N N Grade 3' ••'• 6" lead � f• MEGA UGS �, sr .71 :;t • •. J• . • p' '•si: i p ••s�� 8" Conc. block 1 Cu. Yd. of 1 1/2" rock. Cover with 2 layers of polyethylene. Hydrant shall be Waterous Ordered to the City's Specifications Hydrant shall be for 8.0' bury. Watermain shall have 7'-6" of cover. Anti —corrosive coating required on all bolts and restraint assembly. Restrain hydrant,valve,and tee with megalug thrust restraint (or equal) Provide Polywrap around all watermain (General Requirments) and up the hydrant barrel to the break off flange. Resilient wedge valve conforming to AWWA C-509-80 standards. MEGALUGS A PLAZA C I T Y OF ° D M I N N E S 0 T A OWNER ALBERTVILLE PLAZA LLC 75 WEST VIIUNG DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 DEVELOPER RJ MARC 0 coxsmcnox, nic. 75 WEST VIIUNG DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 KEY PLAN LOCA71ON MAP NOT TO SCALE ` I NORTH 94 .� a -ST.ND L_ ce NE 1/4, SEC 2, TWP 120, RGE 24 J SE 1/4, SECMON 35 SEC' TOWNSHIP 121, RANGE 24 WRIGHT COUNTY, MINNESOTA. SHEET INDEX SHEET TITLE CO-1 TITLE SHEET C1-1 EXISTING CONDITIONS PLAN C2-1 MASTER SITE PLAN— ALBERTVILLE PLAZA C2-2 SITE PLAN —MULTI —TENANT BUILDING C2-3 SITE PLAN—CULVERS BUILDING C3-1 MASTER GRADING & EROSION CONTROL PLAN C3-2 GRADING PLAN —MULTI TENANT BUILDING C3-3 GRADING PLAN—CULVERS BUILDING C4-1 UTILITY PLAN C6-1 DETAIL SHEET C13-2 DETAIL SHEET LI-1 LANDSCAPE PLAN CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer's/Surveyors professional services for use soley with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer s/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and imdemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. Reg. No. Date DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: Planning Civil Engineering Land Surveying Environmental • Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (612)424-5822 © 2000 Web Page loucksmclagan.com 1��7111I.�w1f. :M�71111 SANITARY SEWER MANHOLE NO SCALE PIPE BEDDING NO SCALE VALVE AND HYDRANT INSTALLATION NO SCALE PROJECT NO. 99190 C8-1