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Home My WebLink AboutSP-1INLET CASTING, STYLE AS MARKED TOP OF CASTING ELEV. SHIM & GROUT ERTILIZER SEED To 1. This contractor shall accept the site as he finds it and PPi:PARED ('R1oR To6uANKEi shalt make rough and /or finished grading ad,)ustment as FINISHED TOP OF necessary to suit final conditions shown hereon. NOFRttH A OOFZICAr1 GREBhI BLANKET *5-150 2. Trees, stumps, brush and debris shall be removed by the CHECK 54-0 115 -To 1!�E J�Iffrp.BU SNEv EVERY 4z' -o ", !o•w o. & "D yTAPLOP IH contractor (unless otherwise noted) before grading, THE )30T-foM , fNEr! 6AUV-FIULED CASTING ELEV. E SEEDEP• verify all existing utilities and conditions pertaining OdERI -AP E��+eS 6Y �" to his phase of the work. It shall also be the I contractors responsibility to contact the owner of the ¢ECOntr✓tENDPTIGI -IS .SEE various utilities before work Is started. The contractor rAlt_ ` ems: . shall notify in writing the owners or engineers of any G„ O ✓EIZLAP ENDS ld' changes, errors or omissions found on these plans or In 4 "GGh(GgETE the field before work is started or resumed.' POND IS HEAVILY ERODED. THIS CONTRACTOR SHALL FILL AND PRECAST REINFORCED CONCRETE HEAVY DUTY ASPHALT SECTION. drains may be connected to the sanitary sewer system, GRADE AS NECESSARY AND STABILIZE SLOPE WITH AN EROSION CONTROL BLANKET. CONTRACTOR SHALL BE REQUIRED TO PROTECT including temporary connections during construction. SIDE 5. No traffic will be allowed on prepared subgrade prior to DETAIL OR SOLID CONC. BLOCK OR CONC. NO SCALE 6. All pipe or drainage structures in trenches under paved Straw Bale Drop surface shall be backfitted with granular material and YARD INLET. compacted by approved methods. BRICK (BOND EVERY COURSE) 7. The contractor shall be responsible for obtaining all EXISTING BEEHIVE INLET TO BE ADJUSTED UP TO NEW TOP OF state, city and county permits and paying all cost _ -N GTE : thereof. ° B. Existing utilities are shown approximate only. SEWER MANHOLE - Contractor shall verify location, size, material and CONTROL :JOINTS 2' DIA OR 4 NEATLY TURN PROPOSED NEW CURB INTO EXISTING CURB AND NEATLY utilities at all times. o 9. Grade between finish elevations and contours shown and 60' O.C. MINIMUM those existing elevations, contours or paving which are REGRADE EXISTING DITCH AT SLOPE SHOWN TO DRAIN TO NORTH PS 24 X 2,C SECTION. NEATLY SAW -CUT EXISTING CURB TO PROVIDE NEW EXPANSION JOINT. Provide smooth transitions from new grades to existing SHOWN. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS, ALSO grades at point of ,Joining, OUTLET PIPE 10. Match the levels of new paving to those of existing REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO pavings at points where they must ,Join unless otherwise TRANSITION FROM THE EARTH DITCH AND PAVED DITCH TO THE PIPE shown. Minor adjustments may be made to finish STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE elevations shown as required to accomplish such matching. INLET. 11. The contractor shall Install and /or cause to be FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE Installed all exterior utilities and shall pay all costs PROVIDE 4 SQ. YDS. OF HAtrC WD RIP -RAP (6" TO Er PIECES). and fees not borne by the local utilities. ALI as NECESSARY TO ACCOMPLISH THIS. necessary to provide complete new utility services as per the requirements and standards of the respective utility REGRADE EXISTING DITCH AT SLOPE SHOWN TO FLOW SOUTH AS SHOWN companies. DOWNSPOUT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 12. Where water lines and sanitary sewers cross and water WITH CONCRETE PAVED BOTTOM. SEE DETAIL FOR CONCRETE PAVED lines cannot be placed above the sewer with a minimum of PROVIDE CAST IRON DOWNSPOUT BOOT. SEE DETAIL. 18 inches vertical clearance, the sewer must be DITCH. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS. ALSO constructed of water works grade cast Iron pipe with EXTERIOR CLEANOUT. SEE DETAIL. mechanical ,Joints within 10 feet of the water line. REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE 13. See architectural foundation plans for actual building DOWNSPOUT COLLECTION STORM DRAIN PIPING. PIPE SHALL BE dimensions. FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE STABILIZATION n Feb. Mar. Aug. Sept. Oct. Nov. Dec. PRACTICE CTICE Ja Apr. May June July (TYPE INLET 15 (PE I -B) - „/„ i /// / I / ► PERMANENT SEEDING A T.C. = 846.50 INV. S. = 843.9 B_ SST =� �i✓ GRANULAR BACKFILL UNDER PAVEMENTS. _T o 1 \2' MORTAR IF r\__1 CONC. BASE BLOCK OR BRICK SEEDING DITCH DOWN TO PROPOSED NEW CONCRETE PAVED SIDE DITCH. NEATLY FORM AND TRANSITION FROM ONE SECTION TO ANOTHER. MULCHING G 4 ISHC /53'S A : KENTUCKY BLUEGRASS 40:G, CREEPING RED FESCUE 40% , add ANNUAL RYE&RASS 20%. INLET TYPE (1) plus 2 tons of STRAW MULCWaae, or NO SCALE PROVIDE NEW CONCRETE ROLL CURB ALONG EDGE OF PENN. STREET B : KENTUCKY BLUEGRASS 40%. CREEPING RED FESCUE 40% plus 2 tons ot•STRAW MULCH/am, or add ANNUAL RYEGkASS 2DX• WOOD OR STEEL STAKE NEATLY SAW -CUT EXISTING PAVEMENT AS NECESSARY AND REPLACE IN KIND. ESCAVATE A TRENCH STRAW BALE 1 4 DEEP AND THE E- ANNUAL WEGRASS (1 lb. per 1000 sq.tt) F : SOD WIDTH OF A STRAW G- STRAW MULCH (90tbs. per 1000 s%ttJ EXISTING 12" RCP TRENCH BALE • • irrigation needed for 2 to 3 weeks after applying sod. INLET #4 (TYPE II -B) - BINDING WIf WIDTH OR THANE OF BALE I E II PACKED STRAW rZ1==o J PLAN I ^u I WEDGE LOOSE STRAW BETWEEN BALES TO I CREATE A CONTINUOUS . II' COMPACTED BACKFILL I! II .. RIP=4 1/2" MORTAR STRAW BALE DETAIL NO SCALE INLET CASTING, STYLE AS NOTED ADJUST CASTING TO FINISHED GRADE WITH PRE -CAST FILLER RINGS AS REQUIRED, MAXIMUM 3" FLACE AND STAKE I I LSTRAW BALES, Two STAKES PER BALE II " I I II 4 BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING PRE -CAST CONCRETE OR POURED IN PLACE COVER J4 BARS O 6" O.C. EACH WAY, ANGLE AROUND OPENING SEAL BARREL SECTIONS WITH PRE - FORMED VULCANIZED BUM RUBBER FLEXIBLE JOINT SEALANT (TYP.) MANHOLE STEPS O 1' -4 2' -O" DLA STANDARD REINFORCED ON CENTER CONCRETE MANHOLE RISER PIPE IN 1'-C. 2' -8', do 4' -0' DLA NOTE 1 4' -0" LENGTHS AS REQUIRED. SPECIFICATIONS AS AS PER ASTM PRE -CAST CONCRETE OR PIPE C -478 POURED IN PLACE BASE DIA. i MINIMUM Ir UNDER PIPE ,C OF GRANULAR MATERIAL ' UNDER PRE -CAST BASE #4 BARS O 12" O.C. EACH WAY STORM INLET STRUCTURE TYPE (II) NO SCALE JvoTE: 1. USE 5' -O" DIAMETER MANHOLE FOR SEWER 24' AND LARGER. 2. SHALLOW MANHOLE TO BE USED WHERE DEPTH FROM INVERT OF SEWER TO FINISHED FINISHED GRADE IS 5' -0" OR LESS. 3. ALL PIPE OPENINGS, LIFT HOLES, ETC. INTO MANHOLE TO BE SEALED WITH NON- SHRINK GROUT ON INSIDE AND OUTSIDE TO PREVENT LEAKS. THREADED PLUG CLEANOUT ADAPTOR (CARLON Z350 OR EQUAL) (CARLON Z353N OR EQUAL) (IF N C OT IN PA (IF N PAVED AREA) LINE H,I POUR CONC. ENCASEMENT AROUND PIPE CAP (CARLON Z948N OR EQUAL) SEWER CLEANOUT NO SCALE NOTE: TRENCHES UNDER PAVEMENT SHALL HAVE COMPACTED GRANULAR BACKFILL AS PER THE SPECIFICATION. COMPACTION SHALL BE TO THE 95% OF THE MAXIMUM DENSITY. HAND PLACED AND TAMPED BACKFILL REINFORCED CONCRETE PIPE, ASTM -C76, CL. III) OR 'HI -Q' POLYETHYLENE SMOOTH BORE PIPE, (AA.SHTO, M2945) CRUSHED STONE BEDINNG ISHD f g, 10, 11 OR 12 - GROUND LINE OR PAVEMENT A MAXIMUM WIDTH DIAM. + 2 . �\ I I m 4 SLOPE A/8 =1:4 / I I 1 , i I CAREFULLY PLACED �\ I DLA I /%j BACKFILL. TRENCHES TYPICAL SEWER TRENCH CLASS "B" _BEDDING NO SCALE -1 ASTM D -3034 SDR (BLDG. STORM DRAIN ONLY) JDLA. /2 DIA. /B --T(MIN.4 ) r.RADIN• L DRAINAGE GENERAL NOTESt ERTILIZER SEED To 1. This contractor shall accept the site as he finds it and PPi:PARED ('R1oR To6uANKEi shalt make rough and /or finished grading ad,)ustment as INS ?AI- LATIot -i necessary to suit final conditions shown hereon. NOFRttH A OOFZICAr1 GREBhI BLANKET *5-150 2. Trees, stumps, brush and debris shall be removed by the CHECK 54-0 115 -To 1!�E J�Iffrp.BU SNEv EVERY 4z' -o ", !o•w o. & "D yTAPLOP IH contractor (unless otherwise noted) before grading, THE )30T-foM , fNEr! 6AUV-FIULED 3. It shalt be the responsibility of each contractor to E SEEDEP• verify all existing utilities and conditions pertaining OdERI -AP E��+eS 6Y �" to his phase of the work. It shall also be the I contractors responsibility to contact the owner of the ¢ECOntr✓tENDPTIGI -IS .SEE various utilities before work Is started. The contractor rAlt_ ` ems: . shall notify in writing the owners or engineers of any G„ O ✓EIZLAP ENDS ld' changes, errors or omissions found on these plans or In 4 "GGh(GgETE the field before work is started or resumed.' POND IS HEAVILY ERODED. THIS CONTRACTOR SHALL FILL AND 4. No roof drains, footing drains and /or surface water HEAVY DUTY ASPHALT SECTION. drains may be connected to the sanitary sewer system, GRADE AS NECESSARY AND STABILIZE SLOPE WITH AN EROSION CONTROL BLANKET. CONTRACTOR SHALL BE REQUIRED TO PROTECT including temporary connections during construction. SIDE 5. No traffic will be allowed on prepared subgrade prior to DETAIL paving, NO SCALE 6. All pipe or drainage structures in trenches under paved Straw Bale Drop surface shall be backfitted with granular material and YARD INLET. compacted by approved methods. SLOPE. 7. The contractor shall be responsible for obtaining all EXISTING BEEHIVE INLET TO BE ADJUSTED UP TO NEW TOP OF state, city and county permits and paying all cost _ -N GTE : thereof. CASTING ELEVATION OF 844.50'. REPLACE BEEHIVE CASTING WITH NEW SOLID LID CASTING TO SUIT. FILL AREA TO SUIT NEW B. Existing utilities are shown approximate only. SEWER MANHOLE - Contractor shall verify location, size, material and CONTROL :JOINTS depth with respective owners and shall protect the NEATLY TURN PROPOSED NEW CURB INTO EXISTING CURB AND NEATLY utilities at all times. EXPANSION 9. Grade between finish elevations and contours shown and 60' O.C. MINIMUM those existing elevations, contours or paving which are REGRADE EXISTING DITCH AT SLOPE SHOWN TO DRAIN TO NORTH PS to remain undisturbed, in smooth parabolic curves. SECTION. NEATLY SAW -CUT EXISTING CURB TO PROVIDE NEW EXPANSION JOINT. Provide smooth transitions from new grades to existing SHOWN. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS, ALSO grades at point of ,Joining, PROVIDE 4 SO. YDS. OF HAND LAID RIP -RAP (6' TO B PIECES) TO 10. Match the levels of new paving to those of existing REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO pavings at points where they must ,Join unless otherwise TRANSITION FROM THE EARTH DITCH AND PAVED DITCH TO THE PIPE shown. Minor adjustments may be made to finish STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE elevations shown as required to accomplish such matching. INLET. 11. The contractor shall Install and /or cause to be FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE Installed all exterior utilities and shall pay all costs PROVIDE 4 SQ. YDS. OF HAtrC WD RIP -RAP (6" TO Er PIECES). and fees not borne by the local utilities. ALI as NECESSARY TO ACCOMPLISH THIS. necessary to provide complete new utility services as per the requirements and standards of the respective utility REGRADE EXISTING DITCH AT SLOPE SHOWN TO FLOW SOUTH AS SHOWN companies. DOWNSPOUT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 12. Where water lines and sanitary sewers cross and water WITH CONCRETE PAVED BOTTOM. SEE DETAIL FOR CONCRETE PAVED lines cannot be placed above the sewer with a minimum of PROVIDE CAST IRON DOWNSPOUT BOOT. SEE DETAIL. 18 inches vertical clearance, the sewer must be DITCH. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS. ALSO constructed of water works grade cast Iron pipe with EXTERIOR CLEANOUT. SEE DETAIL. mechanical ,Joints within 10 feet of the water line. REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE 13. See architectural foundation plans for actual building DOWNSPOUT COLLECTION STORM DRAIN PIPING. PIPE SHALL BE dimensions. FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE STABILIZATION n Feb. Mar. Aug. Sept. Oct. Nov. Dec. PRACTICE CTICE Ja Apr. May June July (TYPE INLET 15 (PE I -B) - „/„ i /// / I / ► PERMANENT SEEDING A T.C. = 846.50 INV. S. = 843.9 B_ SST =� �i✓ GRANULAR BACKFILL UNDER PAVEMENTS. TEMPORARY C E • / //I /// ► J RECUT AND REGRADE EXISTING DITCH AT SLOPE SHOWN AND CUT IN NEW DITCH ALL AT 3:1 SIDE SLOPES AND WITH CONCRETE PAVED SEEDING PROVIDE CONCRETE CURB "TURN -OUT" WITH PAVED CONCRETE F�� BOTTOM. SEE DETAIL FOR CONCRETE PAVED DITCH. PROVIDE SEEDING DITCH DOWN TO PROPOSED NEW CONCRETE PAVED SIDE DITCH. NEATLY FORM AND TRANSITION FROM ONE SECTION TO ANOTHER. MULCHING G EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS. A : KENTUCKY BLUEGRASS 40:G, CREEPING RED FESCUE 40% , add ANNUAL RYE&RASS 20%. plus 2 tons of STRAW MULCWaae, or Apply mixture at a rate of 2 tbs. per 1000 s4 ft. PROVIDE NEW CONCRETE ROLL CURB ALONG EDGE OF PENN. STREET B : KENTUCKY BLUEGRASS 40%. CREEPING RED FESCUE 40% plus 2 tons ot•STRAW MULCH/am, or add ANNUAL RYEGkASS 2DX• Apply mixture at a rate of 2 tbs per 1000 sq.ft. NEATLY SAW -CUT EXISTING PAVEMENT AS NECESSARY AND REPLACE IN KIND. C - SPRING OATS (3 bushel per acre) D- WHEAT or RYE (2 bushel per acre) E- ANNUAL WEGRASS (1 lb. per 1000 sq.tt) F : SOD G- STRAW MULCH (90tbs. per 1000 s%ttJ EXISTING 12" RCP • / / • Irrigation needed during June, July, and/or SePtembec • • irrigation needed for 2 to 3 weeks after applying sod. INLET #4 (TYPE II -B) - SEEDING SCHEDULt T.C. 847.13 84 84 INV. N. = 843.62 ND SCALE INV. SE = 843.62 '13' EMBp AtYt�IEN r EASEMEI -+T o SEED. 6ED. 1 NG�UDIN61 X-1- X ERTILIZER SEED To �a47.00 � PPi:PARED ('R1oR To6uANKEi 1'-!d' --: 3'a" :_ _L' -ro" INS ?AI- LATIot -i X NOFRttH A OOFZICAr1 GREBhI BLANKET *5-150 X X CHECK 54-0 115 -To 1!�E J�Iffrp.BU SNEv EVERY 4z' -o ", !o•w o. & "D yTAPLOP IH 1' /z °ifAPt,�3 PEA :Yom:- THE )30T-foM , fNEr! 6AUV-FIULED 2 E SEEDEP• r OdERI -AP E��+eS 6Y �" 3 STAPLE Ay PER JvfANUFAGTt)FR'S / ¢ECOntr✓tENDPTIGI -IS .SEE 0 0 0 - rAlt_ ` ems: . 12 G„ O ✓EIZLAP ENDS ld' 4 4 "GGh(GgETE EROSION CONTROL BLANKETS NO SCALE FENCE POST,, 3 I FENCE POST SHOULD/ BE BURIED :W BELOW GROUND SURFACE: cu T FFNr'F MATFRIAL LOW LINE ROUND SURFACE -ENCE MATERIAL SHOULD BE BURIED 6' BELOW GROUND SURFACt.- SILT FENCE DETAIL NO SCALE PLAN NOTES: 0 �a47.00 � ' 84700 CONCRETE ROLL CURB. 11 CAP AND BLOCK WEST END'OF EXISTING CMP CULVERT UNDER 1 MAT_ 3' 2 C"- SF(Ro1. MAT_ SD PATTERN AROUND THIS END OF PIPE BY CUTTING OR FILLING AS NECESSARY SO THAT NO DRAINAGE FROM THIS SITE WILL ENTER THIS 3 CONCRETE STRAIGHT CURB. GOMPAGT90 •�� 0 0 0 - Proposed Ditch 12 SUF'JGIRAD�. 4 4 "GGh(GgETE POND IS HEAVILY ERODED. THIS CONTRACTOR SHALL FILL AND 5 HEAVY DUTY ASPHALT SECTION. ------- /--- GRADE AS NECESSARY AND STABILIZE SLOPE WITH AN EROSION CONTROL BLANKET. CONTRACTOR SHALL BE REQUIRED TO PROTECT CONCRETE SIDE DITCH DETAIL NO SCALE SB Straw Bale Drop YARD INLET. SLOPE. 7 EXISTING BEEHIVE INLET TO BE ADJUSTED UP TO NEW TOP OF EXISTING SANITARY _ -N GTE : CASTING ELEVATION OF 844.50'. REPLACE BEEHIVE CASTING WITH NEW SOLID LID CASTING TO SUIT. FILL AREA TO SUIT NEW SEWER MANHOLE - 1_ PROVIDE - CONTROL :JOINTS "'AT -20' O.C. NEATLY TURN PROPOSED NEW CURB INTO EXISTING CURB AND NEATLY 2. PROVIDE EXPANSION 70JNTS AT 60' O.C. MINIMUM 8 PLAN NOTES: 0 �a47.00 � ' 84700 CONCRETE ROLL CURB. 11 CAP AND BLOCK WEST END'OF EXISTING CMP CULVERT UNDER 1 47.00 WASHINGTON BLVD. WITH CONCRETE PLUG. REVISE DRAINAGE 2 INTEGRAL CURB AND SIDEWALK SD PATTERN AROUND THIS END OF PIPE BY CUTTING OR FILLING AS NECESSARY SO THAT NO DRAINAGE FROM THIS SITE WILL ENTER THIS 3 CONCRETE STRAIGHT CURB. 0.35% CULVERT. 0 0 0 - Proposed Ditch 12 THIS EXISTING NORTHWEST CORNER OF THE EXISTING RETENTION 4 SCREEN WALL. POND IS HEAVILY ERODED. THIS CONTRACTOR SHALL FILL AND 5 HEAVY DUTY ASPHALT SECTION. ------- /--- GRADE AS NECESSARY AND STABILIZE SLOPE WITH AN EROSION CONTROL BLANKET. CONTRACTOR SHALL BE REQUIRED TO PROTECT 6 CONCRETE PATIO. SEE ARCHITECTURAL PLANS FOR DETAILS. 5� -- THIS AREA WITH TEMPORARY DIVERSION DAM OR OTHER APPROPRIATE UNTIL VEGETATION IS SUITABLY MATURE ENOUGH TO PROTECT DEVELOP FINISHED GRADES TO ASSURE DRAINAGE TO THE PROPOSED SB Straw Bale Drop YARD INLET. SLOPE. 7 EXISTING BEEHIVE INLET TO BE ADJUSTED UP TO NEW TOP OF 13 CUT -IN NEW INLET WITH ROLL CURB CASTING INTO CORNER OF �RN AND TO SUIT EXISTING DRAINAGE CASTING ELEVATION OF 844.50'. REPLACE BEEHIVE CASTING WITH NEW SOLID LID CASTING TO SUIT. FILL AREA TO SUIT NEW COLLECT T NEW DRAINAGE PRO PROPOSED DRIVEWAY. ELEVATION AND NEW DRAINAGE PATTERN. FINISH GRADE, MULCH AND 14 NEATLY TURN PROPOSED NEW CURB INTO EXISTING CURB AND NEATLY SEED. TRANSITION FROM PROPOSED NEW CURB SECTION TO EXISTING CURB 8 REGRADE EXISTING DITCH AT SLOPE SHOWN TO DRAIN TO NORTH PS SECTION. NEATLY SAW -CUT EXISTING CURB TO PROVIDE NEW EXPANSION JOINT. SHOWN. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS, ALSO 15 PROVIDE 4 SO. YDS. OF HAND LAID RIP -RAP (6' TO B PIECES) TO REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO TRANSITION FROM THE EARTH DITCH AND PAVED DITCH TO THE PIPE STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE INLET. FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE 16 PROVIDE 4 SQ. YDS. OF HAtrC WD RIP -RAP (6" TO Er PIECES). NECESSARY TO ACCOMPLISH THIS. 9 REGRADE EXISTING DITCH AT SLOPE SHOWN TO FLOW SOUTH AS SHOWN 17 DOWNSPOUT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. WITH CONCRETE PAVED BOTTOM. SEE DETAIL FOR CONCRETE PAVED PROVIDE CAST IRON DOWNSPOUT BOOT. SEE DETAIL. DITCH. CONTINUE EXISTING SIDE SLOPE AS SHOWN. PROVIDE EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS. ALSO 18 EXTERIOR CLEANOUT. SEE DETAIL. REPAIR ENTIRE EAST SIDE OF DITCH BANK UP TO TOP OF BANK TO STOP EXISTING EROSION PROBLEM. MULCH AND SEED WHERE 19 DOWNSPOUT COLLECTION STORM DRAIN PIPING. PIPE SHALL BE FEASIBLE. PROVIDE ADDITIONAL EROSION CONTROL BLANKET WHERE M215S) POMINIMUMESLOPE SHALL BE 1/47 /4' IPERRIFT ( PROVIDE NECESSARY TO ACCOMPLISH THIS. GRANULAR BACKFILL UNDER PAVEMENTS. 10 RECUT AND REGRADE EXISTING DITCH AT SLOPE SHOWN AND CUT IN NEW DITCH ALL AT 3:1 SIDE SLOPES AND WITH CONCRETE PAVED 20 PROVIDE CONCRETE CURB "TURN -OUT" WITH PAVED CONCRETE BOTTOM. SEE DETAIL FOR CONCRETE PAVED DITCH. PROVIDE DITCH DOWN TO PROPOSED NEW CONCRETE PAVED SIDE DITCH. NEATLY FORM AND TRANSITION FROM ONE SECTION TO ANOTHER. EROSION CONTROL BLANKET ALONG ALL DISTURBED AREAS. 21 PROVIDE NEW CONCRETE ROLL CURB ALONG EDGE OF PENN. STREET NEATLY SAW -CUT EXISTING PAVEMENT AS NECESSARY AND REPLACE IN KIND. (EQuIV.) DOW-At 5GE.C.tW_ CAST IROA DOWw151ROU'r 1300-r J.Q.SMIT VA ,1lEEt lAH OR EQUAL s Z F (o "� STOt2M DQAIN 1N PA%J EO AREAS TYPICAL MWNS 0_7 CONNE CT 10t 3 DET41L • Nn ScA.LE 0 EXIST. FERTIG DRAIN )ST. 24" RCP t1 . IST. 12" RCP 1, 9ry I 17 11 44.50 SW Car. SE /4 Sec. 35 -T18N -R3E R/R Spike Fnd. Stm, MH �r as per HCSR + - I 21 I I / LAIZIs TING I STOIRM I SE ER I I II I I ti I I I I I I I I I I I I I I 14 I I I I I I I I I I I I I I I i I I I I i i I I I BEEHIVE GRATE AND FRAME - NEENAH # R -2560, OR EOUAL 35 1 2• INLET CASTING TYPE "C" 48't OF 1 W/ MES C.I. FRAME At GRATE NEENAH R -3405 OR EQUAL W/ ROUND OR SOR. BASE At TYPE "A' GRATE INLET CASTING TYPE "B" CAST I N -9GLL.OUJZD 164LZ -T FQFME >� ,c�, GRFITE, . tAEE,4P,sA R- '5501 -Tp1 L) 02 EOJAa_. 1110NION W/2 /4 NE /4 2 -T17N -R3E. 6.78' Street Encroachment PROVIDE EROSION CONTROL BLANKET, SEE DETAIL TYPICAL V -DITCH SWALE NO SCALE 5' Utility Esmt - _ -_ - -- 5' Utility E-- Note: Gap Area Not Included. Located Between the West Line of Northern Heights Addition and the East Line of the W/2 NW /4 NE /4 Sec. 2 -T17N -R3E. 41.55 INV. = 841.55 8't OF 18" CMP ® 0.63% W/ MES Go; 8.47' 3' JWDholt Street Encroachment Legend, �a47.00 � Exist. Contour 84700 Proposed Contour Exist. Spot Elevation G+ 47.00 Spot Elevation (Add 800') It- /M. E. Flowline /Match Existing SD Proposed Downspout Storm Drain 0.35% 0 0 0 - Proposed Ditch (Paved or Unpaved) w /Slope 0.50% - - - - Proposed Swale (Street or Lot) w /Slope -/- - Existing Storm Sewer ------- /--- Proposed Storm Sewer SB Straw Bale Dam 5� -- Silt Fence Temporary Diversion Dam SB Straw Bale Drop Inlet Protection PHASE I REISSUE: JAN. 26, 1993 SUBMITTAL: FEB.22, 1993 1 z o W� W� r� o w o� R e OBE ST ♦�'�sTfo�F�!' d No. 13968 ' do 4 G-� O �w0 O f� � QUO W w W Q SP -1 1 w,