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HomeMy WebLinkAbout097-95 Thomson Consumer Electronics GradingWe T.C. 841.05 EX ---- 0 ----------------------------- ------------ --------------------------------- ---------- —------------ li \---- *°--------------------------- ---------------------------------- ---- - --- lb ----- -- __ - _ _840— 41* T.C. 41 17 EX '"--841--_ TEX . ►� - \ 1ti r O -- _r- g �h 840 e ° -_-6., // �\ �\ 00 x 840 x X > �� \\ �� 0► /moi I Lf x >_ �� x 1 84 � �/ � —_"- '--840 l 1 � a I 0 CP . x 841.43 EX co t-3 I � 1 1 1 1 0w'L x r (3100 \� �e43 x 842------- i x \\6113 ,/\\ 840 _ 842 *y x Ql"A >e o \ 841 842 _ — 842 � I , b - x •� EMv ___ - -.__--__--___r_____________------------------- •i •-•.�4 � 841 -------- -------------------------- $42 M. SUPERIOR STREET ---`-------- '� ►� O__.--___�______ yl - -----------------------__ _ __--_--------------- - - _p 41 -------------------------------------- SEE PLANS FOR - TYPE OF CASTING ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS CAST IRON FULL HEIGHT i ' 24" DIA. MANHOLE STEP OR APPROVED EQUAL. MIN. 4" DIA. SUBSURFACE 16"o.c. TILE "T" STUB WHERE REO' T (NP ) f MEAN MAHONN6P OFB#2EOR� IN #8 STONE �+ GROUT 8" CLASS "A" CONCRETE—/ "G" 12" - EX PRECAST CONCRETE ADJUSTER RING IF NEEDED, (4 MAX ) ECCENTRIC CONE OR 4" REDUCER CAP AS REQ'D. BY SITE CONDITIONS V-0" MIN. OVER HIGHEST PIPE REDUCER CAP - 1/2" STRUCTURAL PLATE STEEL REQUIRED IN PLACE OF CONCRETE CAP FOR STRUCTURES 2 & 3 METAL ANCHORS REQUIRED TO PREVENT HORIZONTAL SHIFTING 6" .) 6" CONC. PRECAST OR (MIN POURED IN PLACE PERMISSIBLE. PREFORMED HOLE TO MAX. OF PIPE + 6" WITH NON -SHRINK CEMENT GROUT 3" MIN. BASE 8" PER SECTION (MIN.) BENCH WALLS AT MIN. 1/2' PER FOOT SLOPE REINFORCED BAR #412" O.C. STEEL MESH AREA = `$. 12 in./Ft. OR APPROVED EQUAL NOTES: MANHOLE PIPE PIPE TURNS LIGHT DIA. "F' DIA. "G" TREE TEMPORARY OR DORMANT SEEDING SHALL BE PLACED BY 1 96 48 GREATER THAN 45' TO 90' UPON COMPLETION OF THE EARTHWORK EXCAVATION. c OR EQUIVAELENT BARRIERS AS SHOWN ON THIS PLAN. LJ 84" 42" GREATER THAN 45' TO 90' 84 48 TURNS UP TO 45' SPOT ELEVATION 72" 42" -48" UP TO 45' 701 COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL 72" 33 -36" GREATER THAN 45' TO 90- 60" 33" -36" STRAIGHT THRU PREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY 60" 24"-33" GREATER THAN 45' TO 90' 60" 24" GREATER THAN 45' TO 90' 60" 27'-30" GREATER THAN 45' TO 90' 60" 27'-30" TURNS UP TO 45' SHALL BE INSTALLED AT THE TIME OF THE CONSTRUCTION 60" 33" -36" TURNS UP TO 45' 48" 12" -21" 1 GREATER THAN 45' TO 90' 48" 12" -21" ITURNS UP TO 45' 48" 24" ITURNS UP TO 45' THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, MANHOLE TYPE "B" NO SCALE • , • N 22" 6" OUTLET PIPE r • i SEE PLANS FOR % CASTING TYPE C -5i Q NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "A" (TYPICAL) (12" TO 18' PIPES) NO SCALE MANHOLE CONFORMS TO ASTM C-478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE 0 -RING GASKET ASPHALTIC MASTIC PO OR BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS STEPS REQUIRED FOR STORM SEWER OVER 4' DEEP. GROUND LINE NON -'A FILTER rn wf_ EXTENDS INTO TRENCH SLOPE CHECK SOIL PLACEMEI 12" MfN: 3" MIN. ---- BELOW BELL DITCH CHECK 1/2 TRENCH DEPTH MIN. t' 14' BEDDING TOP OF GRANULAR BACKFILL \ Ati• i -841-------�/ t \\ 842-------� i I B43 1 o• 842---� _ J � �— -- EX \\ �7�----- 841-------- � 00 x 840 0y + 0 0 --------------------------------------- -J ___®- =-- -- ___-__ __ ____ ____-� T R ik R T.�\ 838.66 EX 3 X 9�� 950 _ }0. _r, _--------------� 840 b , � 1� t � 1 WITHIN 5' OF PAVEMENT AND UNDER I PAVEMENT BACKFILL WITH CLEAN GRANULAR MATERIAL PER I.D.O.H. MECHANICAL COMPACTION TO 95% PROCTOR DENSITY. 8 CRUSHED STONE HAND TAMPED __ R WALKED IN PER SPECS. ALL OSHA STANDARDS TO BE MET OR EXCEEDED REGARDING TRENCH PROTECTION 4" MIN. BELOW BARREL 1.25 X O.D. + 12" MINIMUM WIDTH TRENCH & BEDDING DETAIL NO SCALE NON -WOVEN FABRIC (ISTING )IL TRENC,, BO�OF DITCH SILT FENCE DETAIL N(- � AE JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS. \ 1">LEGEND �' , t 1"ClILL 1.) PROVIDE POSITIVE. DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY BIRD BATH CONDITIONS AFTER INSTALLATION AND CORRECT. 2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 5.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2- BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 20 EXISTING CONTROL NOTES PROPOSED LIGHT p © TREE TEMPORARY OR DORMANT SEEDING SHALL BE PLACED BY 1 STORM STRUCTURE NUMBER 1 L ---J UPON COMPLETION OF THE EARTHWORK EXCAVATION. c OR EQUIVAELENT BARRIERS AS SHOWN ON THIS PLAN. LJ STORM INLET 7.) EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS, SANITARY MANHOLE p TOP OF CASTING ELEVATION T, C. 1o41h SPOT ELEVATION DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING, --- . —1 -------- CONTOUR 701 COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL SILT FENCE SHALL BE INSTALLED PRIOR TO INITIAL LAND DISTURBANCE DON'T DIG BLIND "HOLEY MOLZY' 40 1-800-382-5544 CALL TOLL FREE a) CONTROL NOTES > p 1.) TEMPORARY OR DORMANT SEEDING SHALL BE PLACED BY 6.) ALL ON-SITE STORM DRAIN INLETS SHALL BE PROTECTED THE CONTRACTOR IN ALL DISTURBED AREAS IMMEDIATELY AGAINST SEDIMENTATION WITH STRAW BALES, FILTER FABRIC, UPON COMPLETION OF THE EARTHWORK EXCAVATION. c OR EQUIVAELENT BARRIERS AS SHOWN ON THIS PLAN. 2.) ALL DISTURBED AREAS SHALL HAVE PERMANENT SEEDING 7.) EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS, O Cn N AFTER FINISH GRADING. ALL DISTURBED AREAS LEFT INACTIVE FOR SEVEN OR MORE DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING, 3.) THE EROSION CONTROL MEASURES INCLUDED IN THIS PLAN COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL SHALL BE INSTALLED PRIOR TO INITIAL LAND DISTURBANCE MEASURES. ACTIVITIES OR AS SOON AS PRACTICAL. SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY 8.) THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON INSTALUNG AND MAINTAINING SILT FENCE, STRAW BALES, ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL SEDIMENT BASINS, ETC. AS SHOWN ON THIS PLAN. IF SHOWN MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL ON THIS PLAN, ENERGY -DISSIPATION DEVICES OR EROSION BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL CONTROL AT THE OUTFALL OF THE STORM SEWER SYSTEM EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE SHALL BE INSTALLED AT THE TIME OF THE CONSTRUCTION PLANS AND SPECIFICATIONS INCLUDED HEREIN. OF THE OUTFALL. THE PROPOSED DETENTION BASIN SHALL. BE UTIUZED AS A SEDIMENT BASIN DURING CONSTRUCTION 9.) DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT FOR AS LONG AS PRACTICAL. BASINS AND OTHER EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR. AT THE COMPLETION OF 4.) THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH TRANSFER OF MAINTENANCE RESPONSIBILITIES, REQUIRED, A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE WITH THE OWNER. SITE 13Y THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE 10. ) ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION, 5.) PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED INDIANA DEPARTMENT OF NATURAL RESOURCES. OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMU- LATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. DON'T DIG BLIND "HOLEY MOLZY' 40 1-800-382-5544 CALL TOLL FREE a) > p L_ 0 c: p L p c o O O CI - 0 p N to O Cn N HEET N0.