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Home My WebLink About44-01 Plans May 3rd 2001 C105 DetailsNEW SADDLE P�|k�FR /� CN( TO BE APPLI '�-'- - - NEW SADDLE EXTERIOR OF BUILDING, ELEVATION CONCRETE WALK UNLESS ' OTHERWISE INDICATED EX|STG SANITARY MAIN IMPERVIOUS FILL MATERIAL INTERIOR f.0 , IN 8 COMPACTED L|FTS, OF BUILDING -\ .1. � mm- - - - - - --- 11 SLOPE SURFACE AWAY `` FROM BUILDING � \ FILTER FABRIC IAP FABRIC 4' LOWER & STAPLE STAINLESS STEEL BANDS VY/ TIGHTENERS DRAINAGE FILL ' ----- �(l[U�NT WELDED SADDLE ��TT\N[�� O��NG MATERIAL ��«��»� '»�� `�'�� FITTINGS '''`�`~ 1. USE A TEMPLET ON THE p{pE TO MARK HOLES. " 4^ 0A. CORRUGATED, PERFORATED 2. USE A KEYHOLE SAW OR /\ SABER SAW TO CUT THE H{)LE PLAST|C PIPE, SLOPE PER PLAN FOR THE SADDLE. 3. App[y PRIMER AND CEMENT TO THE ENTIRE AREA OF THE ~-�'^ ' COWPACTED IMPERVIOUS FILL PIPE AND UNDERSIDE OF THE SADDLE. |________| 4. IMMEDIATELY PLACE THE SADDLE FIRMLY ON THE PIPE AND TIGHTEN THE STAINLESS STEEL BANDS. FOUNDATION DRAINAGE DETAIL NT3 DOUBLE STRAND 12 QA WIRE TN\SHED IN RUBBER HOSE 6" FROM TOP OF ' STAKES / SUITABLE CORD BANDING BURLAP OR HEAVY '\ CREPE TREE WRAP MATERIAL PLACE SOIL BALL / SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL------- FINAL GRAD � " / CAP PLANTING PIT W/ 27' & SMALLER 2-3" OF CLAY TOPSOIL PRIOR TO MULCHING NTS 3" LAYER OF SHEDDED l/8 Bo HARDWOOD MULCH ' d INSTALL FERTILIZER Bc TABLETS OR SPIKES TROWELED FINISH EARTH SAUCER 2" IIIEdIIEEIIIEiii [Fl[�� l� �Vk�T. ^_~__ _� � IN DII TREES AS SHOWN IF 12" SITE CONDITIONS DICTATE '' "B" BORROW TO BOTTOM OF BASE, ALL OTHER , �-------EX|ST|NQ SUBSOIL OR ABOVE PIPE, COMPACTED BACKFILL NTS J" LAYER OF SHREDDED HARDWOOD BARK MULCH CAP PLANTING PIT W/ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2-3°) -- EARTH SAUCER FIN. GRADE--� \ EXISTING SOIL DR COMPACTED BACKFILL 6^ MAX. SHRUB PLANTING DETAIL NTS PLACE SOIL BALL SLIGHTLY HIGHER THAN RN, GRADE. MOUND SOIL OVER BALL. RHODODENDRONS & OTHER ER|CACEOUS PLANTS' PLACE AND MOUND PEATMO5S OVER BALL & MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES SOIL 8ACKF|LL TO BE 75% TOPSOIL 8c 25% PEATMDS5 TAMPED TO PREVENT -SETTLEMENT. 1" ABOVE 1" LAYER OF SHREDDED FIN. GRADE GRADE HARDWOOD MULCH GROUND COVER PLANTING 30|L To BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEAJW0S3, DEPTH 4''. A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. ��B��kD�� N� ��&8K0�� N[�� *�� FLOWER �� J�U� &�� U�� DETAIL ��NQ� == NTS NTS � � [ � ' -'' �|N. Pvm|. r-Lr-v. TOP OF SU8ORADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP G" fk STAPLE 4" D|A. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL ��0�� 8R�� J�X�Q DETAIL IA MIN, OF 6" TOP SOIL TO GREATER ENSURE GRASS GROWTH EPTH OF BEDDING 10' MATER. BELOW PIPE P P�A\AT EDGE OF PVMT., I-FIT' CURB, CUTTER . � STRUCTURE IN � INLET 27' & SMALLER 3 ^B" BORROW OR B]UN, NTS "B" BORROW OR EQUIV. STRUCTURE IN � INLET THE PUBLIC R/� REGULAR BACKRLL ^B" BORROW OR B]UN, NTS "B" BORROW OR EQUIV. l/8 Bo GRANULAR WATER'L. ' d COMPACTED T0 95% Bc STD. PROCTOR DENSITY TROWELED FINISH /��T�� THAN �/ ��0k� `�,`�/�`�_.` .."`.` `' FROM [Fl[�� l� �Vk�T. ^_~__ _� � 1. ALL INTOAL BACKRLL SHALL BE INSTALLED IN 6" ------ LIFTS. ---- URS. 2. UNDER PVWT. AREAS, TRENCH TO BE 8ACKRLLED '' "B" BORROW TO BOTTOM OF BASE, ALL OTHER , AREAS SHALL HAVE "O° BORROW BACKF|LL T0 1'-0 ABOVE PIPE, 3.A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ��^�x�� nQ�� Q�� BEDDING & B ACKFW8 8 DETAIL CONC. ENCASEMENT NTS NEW OR VERIFY EXISTING. __-- k�|N OF 6" TOP SOIL TO MATER. BELOW PIPE OR LESS ENSURE GRASS GROWTH DEPTH OF BEDDING EDGE OF PVMT., CURB, GUTTER "°'`"' ~~''`~` STRUCTURE IN INLET 27' & SMALLER 3 ^B" BORROW OR B]UN, NTS GRANULAR WATER'L STRUCTURE IN INLET THE PUBLIC R/W ^B" BORROW OR B]UN, NTS GRANULAR WATER'L d COMPACTED TO 95�� ~~ STD. PROCTOR DENSITY Bc TROWELED FINISH VV|T��|N c�` [l� �F\�� ,,.///./v ^� .^. `_`,,,._ /l[ [}VkAT. .. . ..... 1.ALL |NT�AL 8ACKRLL SHALL BE INSTALLED IN 8' ---- URS. 2. UNDER PVwT. AREAS, TRENCH TO BE BACKRLLED VV "B^ BORROW TO k4 ''EAS ()F BASE, ALL OTHER , SHALL HAVE "B" BORROW BACKF|LL TO 1'-0 ABOVE PIPE. 3.A MIN. 8" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. �/ ��o�� A�� 7 ��w �� - - G & B 6& CK�'FBU U DETAIL CONC. ENCASEMENT NEW OR VERIFY EXISTING. 44 MITER PIPE END & INSTALL CONCRETE TO MATCH EXISTING DITCH SIDE SLOPE QD 10' LENGTH SOLID PLASTIC PIPE -1151 1 1/2" MESH HARDWARE CLOTH & 1/8" X 1" WELDED STEEL FRAME, GALVANIZED AFTER FABRICATION AND ANCHORED SECURELY W/4 NON CORROSIVE FASTENERS. 10" X 16" OVERALL L #4 BAR REINFORCING ELEVATION ��y`T|/lN SECTION euN N@��8��r� �� N8�� `� 0~�~0 0��-0- ��/H��Q�� "�� N ��N�� M NTS W|N, OF S" TOP SOIL ` OR LESS TO ENSURE GRASS .. IF STRUCTURE IN 17' THE PUBLIC R` ' -- 12° MIN. "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 91.1/0 STD. 4^ 8" CRUSHED STONE OR I I 11 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE VV|T�|N �' /l� [�[�� [l� [JVK�T^ ,,//`/.., `^ `,. ._~~._ _. . ��.�� OT 1. ALL | BACKRLL SHALL BE INSTALLED IN 8" ---- TO 12" BALANCED L|FT8, 2 ' UNDER PVMT, AREAS, TRENCH TO BE 8ACKRLLED VY "B" BORROW TO BOTTOM (}F BASE, ALL OTHER ° ''EAS SHALL HAVE '^B'' BORROW BACKF|LL TO 1'-O ABOVE PIPE. 3.A MIN. 8" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC �*�� /� � K8�� °�~�� * �~Q�°�� %�=��K� �� )_ � CONIC. CURB co Li NEENAH R3288-8V CURB INLET 4 REBA l2^ O.C. BOTH WA Z-112" MESH GALV HARD- 24" SO WARE CLOTH \A\RMENT- -_- STOP @ SUBDRAN 36" SO. FILL W1 CONC. fb /r------�� WARP TO MEET INVERT NOTE: CONTRACTOR'S OPTION: PRECAST W/ SAME REINFORCING. /INDOT TYPE `)\"\ utits INLET DETAIL U KDtIA0U NTS FLUSH VV/ADJACENT CONCRETE - TROWELED FINISH FINISH GRADE 7- W/TROWELED FINISH R-1976 INSPECTION FRAME FACE OF BUILDING 0Y BOLTED LID FINISH GRADE | d I 1=1 I I CLEANOUT NEENAH #R-4937-C SERIES CONC. ENCASEMENT NEW OR VERIFY EXISTING. 44 CAST IRON PIPE BUMHNU & tSAIUM-NH U KDtIA0U - CONIC. ENCASEMENT 7 7- W/TROWELED FINISH FACE OF BUILDING FINISH GRADE DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR NEENAH #R-4937-C SERIES NEW OR VERIFY EXISTING. 44 FLOOR DRAIN TO MATCH RISER PIPE DIA. NEENAH #R-4900 SERIES DOWNSPOUT SHOES VERIFY PROPOSED CATALOG NUMBER TO FIT 11 M I 1=1 I 1EI I I THE VARIOUS CONDITIONS. CAST IRON PIPE DIA. TO MATCH —F[]—' FOUNDATION DRAIN 12" SO. CONCRETE ENCASEMENT ^ DEEP) CAST IRON BEND CAST IRON BEND (4" DIA.) ,-CAST IRON PIPE DIA. TO MATCH FOUNDATION DRAIN 4" X 6" INCREASING COUPLING /rDOUBLE INDIANA SEAL #156-64 TEE CORRUGATED PLASTIC FOUNDATION DRAIN SEWER MATERIAL, |�E. �� SLOPE ' INVERT ELEV. PER PLAN | | PER DRAINAGE PLAN. ^---�~ LN �� U V"y E�� F� V� �|i@N�V� �� 0=��=0� ��NN ��I "�� N ��0� m|o ~- ~ IMPERVIOUS FILL ��[N�[)A| \7�_/v�_/�r�� J/lT�� NOTES CAP um// ^unE^cS MIN, 12" THICK 1. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. TO TOP UNIT 2 3. ' BENCH CUT ALL EXCAVATED SLOPES. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER T0 REMOVE vv/vExS* Lun CONCRETE ADHESIVE ---------- 4. UNSUITABLE SOIL. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS. y -- MODULAR LAR DRAINAGE FILL ----12' 5 BASE SHALL CONSIST OF COMPACTED COARSE SAND R GRAVEL. 6, THICK MIN. CONCRETE -''�- THICK MIN. ' G. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNR[|NFORCED 1" TO 2" THICK MAXIMUM' ~`-APPROX. EXCAVATION 7 MINIMUM EMBEDMENT OF WALL BELOW F|N|5HGRADE SHALL BE 12 FOR - LIMITS ' ' WALL HEIGHTS FROM 4 F7. AND UP, 8" BELOW 4 FT. UNLESS SHOWN DIFFERENTLY. 8' '~L^-' APPLICABLE ' PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. `4" DLA. DRAIN PIPE. DROP TO 0. DRAINAGE FILL SHALL BE INSTALLED BEHIND THE WALL Up TO GRANULAR LEVELING, PAD OUTLET TO YARD INLET 18^ OF THE TOP OF THE WALL. DRAINAGE FILL SHALL NOT E«/o»D BELOW S" MIN. THICKNESS FINAL GRADE IN FRONT OF WALL. 10' 11' WHERE DRAIN PIPE \8 USED, �'OV0[ OUTLETS @ MAX. 40 FT C-C. FOR UNITS TO BE EMBEDDED, COMPACT i|J' IN FRONT OF UNITS AT THE SAME TIME WALL .-C[IlK 12 8ACKR .` BEHIND UNITS IS COMPACTED. COk'~- 0N TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER ' 13 OF 'ES'~ SHALL BE DETERMINED BY THE RETAINING WALL SYSTEMS ENGINEER. COMPACTION SHALL BE T0 �� OF MAXIMUM STANDARD PROCTOR DENS!TY'(A3TM D-688) GENERAL NOTES FOR CAPPING: 14. 15 ~'''-'- SE095% FOR G[OSYNTH[TIC TYPE, LENGTH AND LOCATION REQUIRED, 1 �EOSYNTHET|C SHALL BE THE TYPE AND LENGTH AS DETERMINED BY THE RETAINING . �. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE -- ' SYSTEMS ENGINEER, PULL QE03YNT-ET|C TIGHT PRIOR TO RLUN� - B MAY BE PLACED WITH A 1/2^ TO J/4^ OVERHANG ON TOP OF WALL 1G ``~^ WITH ST�NQ[ST DIRECTION PERPENDICULAR T0 SHALL ' BE WHEN CUTTING CAP UNIT FOR WALL END DO NOT USE A CAP SECTION LESS ' ~E~~''-'-~- |i� MANUFACTURER'S INSTALLATION INSTRUCTIONS AND °' THAN 8.. WIDE. , WRITTEN SPECIFICATIONS. 4 `''` ' ') NOT OVERHANG CAP AT END "" OF COUR5E �0�E THAN 1 1�' 3 5/8 ^ CAP BLOCK DRAIN FILL ^ 14 PINHOLE 3/4 SETBACK— SPLIT FACE +~ "cnSA-/ur, PIN - C=== 2 PER UNIT | HALF UNIT --� \ L._-~_-�~^-J ' RECEIVING SLOT- f \ 0.48" Dk^./ JOINT OPEN J | | 2" AT 20 CENTERS L--J UNIT DIMENSIONS SECTION THRU BLOCK PIN (TYP) [`�OO|N�� DETAIL-PROFILE ��|N Fl�T�|| ��r`. / //v�z ��'`,`//, `^,_.,,.,_ P|NN|N�� DETAILS STEP AT TOP OF WALL