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III -III -I I I -I I I -III—I EXCAVATED TRENCH III —III- BACKFILL I WIDTH I- COMPACTED _ AS SPECIFIED III IIIII III _ 12 III I PIPE 18" 18 WIDTH " IIIII ENCASEMENT IPLASTIC I I I Ell -III PIPE =I IIIBEDDING 6 l_I I IIIII I I II —III -II FOUNDATION III (MAY NOT BE III -I —III —III- REQUIRED) pirE=�fl IIIIIIIIIIIIIII�IIIII�IIIII�IIIII� NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. • BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.2131, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH (1 ") SIEVE. • BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. LOUCKS PLATE NO. ■ LouCKS PLASTIC PIPE 4008 BEDDING DRAWN 2/2016 — EXCAVATED TRENCH _ WIDTH -I PIPE I I 18" I- —III WIDTH —I COMPACTED IIIII III rRc P BACKFILL I IIIII PPE I I I- COMPACTED SAND OR III_ _ TO 1-2" CLEAR ROCK (AS 6 I —III -I -III DIRECTED) �-III-III-III-III-I I I -III -III -III -I COMPACTED .III -III -III -III -III -III -III -III - III -III-III-I I I -I I I -I I ElIMlIElII-II- I I -III -III -III -III -III -III -III -III= SUBGRADE -III I I I III I I I IIlElII I I I III I I I III I I I III I C I I1 CLASS B BEDDING EXCAVATED TRENCH _ WIDTHI— II-I 18" PIPE 18„ III- -III WIDTH -I COMPACTED IIIII III BACKFILL RCP I I_ PPE .11 �-III-III SHAPE BOTTOM OF IIII__� = =III-III-�I I II EXISTING TRENCH MATERIAL III —III —III =—III—III III I —III —I _I _I _I _I I I -I i I-i I-+ I_+ + I-�I- I-III-III-I I I -III -I I I -III -III -III -I .11 I -III -III -III -III -III -III -III -I -III-I I I -I I I -I I I -I I I -III -III -III -I TO FIT PIPE BARREL. I I_ I -III -III -III -III -III -III -III -I I -IIIIIIIIIIIIIIIiiiIII�IIIIIIIIIIIIIIIIIIIIIIII��I CLASS C BEDDING I- LOUCKS PLATE NO. LOUCKS CONCRETE PIPE 4310 ■■ BEDDING DRAWN 2/2016 BUILDING SEE ARCHITECTURAL ■■LOUCKS SCH 40 PV RISER Plf SCH 40 PV 90' BEN DOWNSPOUT CONNECTION CKFILL & BEDDING LOUCKS PLATE NO. CUSTOM DRAWN 05/2019 :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely 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 the Consultant. With the Consultant'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 indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,QE i n or report was prepared by me o r y vision an that I am a duly Li d rcess �f1iy�the laws of the Stat�t) V �1 C� ST NTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN