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Site & Utility Details.SP-4 ®40 `— FRAME TO BE 000"ooa©o _ MORTARED TO Q00o00 4oQpo TOP OF MEET 000000`� RIM ELEV 313.1 INLET PIPE - G" HOPE typical - INV IN 310.4 HEAVY DUTY FRAME AND GRATE FILER FABRIC. SIDES AND TOP FINISHED GRADE BICYCLE AND PEDESTRIAN SAFE GRATE / SEE SPECIFICATION / „!! #2 CRUSHED STONE 6" OUTLET TO INFILTRATOR BEDS C ASPHALT PAVING AND SUBBASE 2D INV 310.43 - SET PIPE LEVEL FINISHED GRADE SEED AND MULCH SIDE SLOPES IF w 6" REINFORCEMENT - 12" min. G-8" RIP RAP O O O �6 O cA p O tD PRECAST CONCRETE STRUCTURE ° ° _ - 4" #2 BROKEN OR CRUSHED STONE FORT MILLER OR EQUAL �O vv� B" OUTLET w/ 4.5" 8 � _ ORIFACE PLATE - o INLET INLET d3 ( -d i � 1 on 1.5 max. INY OUT 310.43 -- PIPE TO BE00 MORTARED IN PLACE _ ' o ';"-•,:- _ -_- _ GEOTEXTIf FABRIC 1.5 TOP COURSE ASPHALT a 0 ., -" Ln a BOTTOM ELEV 309.4 ° 0 0 tit — --- .o . o.o BINDER COURSE ASPHALT - r. i it - _ — - - © o , 0 0 ,! :;.::..: -- is o. c+} COMPACTED GRAVEL .-� - --- -- o o.O O O , ,, - _ o ,,, - - - -- - - o. AR 5UB6 -- -- iv o o GRANULAR ASf COURSE - , r - „• bb 5e .. . O O f„ r o o DOT SECT. ,. -,,, ., ..._, _.. _ ., ,,..... , ,, ,: ,,,- - - . TYPE „ , ,,, -' ;_I 304 , , .._. . _ ,. .. ,, ,,, ,,;,, ,,,,, ,,;, ,,,, ,� _..: ... .:,;.,,. ,,, � � COMPACTED TO 95... SEASONAL HIGH GR. WATER _, ,,,_ ,<,--,,, ,,.- � -.�.- � ,,,-__;,, _ _ � 7 STD. PROCTOR 6 -6 6 COMPACTED SUBGRADE „ -,.: _,,,_ -- - - - „ - min min 1.-0.. �., o.c. 36'° o.e. 36" 0.0. iVFLTRATOR INFILTRATOR INFILTRATOR f', • "GRADE COMPACTED TO CATCH EACH BED SHALL BE 3 F�TRATOR CHAMBERS WIDE AND 38' LONG 90Z STANDARD PROCTOR GATGH BASIN GRANULAR FILL - SEE GRADING PLAN j f M STORMWATER INFILTRATION SYSTEM RIP-RAP SLOPE PROTGTION //"'�� ASPHALT PAVEMENT NOT TO SCALE NOT TO SCALE L J NOT TO SCALE NOT TO SCALE err(*b�gN� Jj �e O PAt;w!!Q ��1 TOP501L + SEED •/� IifAVY DUTY MANHOLE MIN. 121,US FILL CAMPBr,;r 09 OR EQUAL MrV. 12' THrclt 12" x 18" M.U.T.C-D. P4-G VERSA--LOK MODULAR PINHOLE FPtl5HED GRADE MOUNT G' HIGH TO TOP CONCRETE UNITS, �— ACCESS RAMP 12,1 max. SLOPE PINHOLE GAP UNIT - ADHERE CENTER ON PA55AGEWAY FLU5ht TO ToP UNIT I( PRECAST • W/VERSA-LC>I( GEOSYNTHETIG REINFORCEMENT VERSA-TUFF PIN 3/4" SETBACK I EXTENSION OR�MANFGTD Q ! _ SIDEWALK CONCRETE ADHESIVE 6' LONG M. CONTINUOUS 2 PER UNIT RECEIVING I RUBBER ADJUSTM=NT RISER T.O.W. CONTRACTOR TO SUBMIT ENGINEERED VERSA-TUFF PIN E PLANS FOR WALL CONSTRUCTION 2 PER UNIT PAVEMENTUNDER t SLOT NNG COMPACT BAC.KFILL TOnz G" WIDE DIAG. to PINNING DETAIL :,-• 95Z MODIFIED PROCTOR M�1 }- STRIPING • 18" R a u VERTICLE FACE WALL DENSITY � � � and 300 TO E Q U W \ f'. GMEEK WALL ALONG STEPS PINNING DETAIL IN MAX. 12" LIFTS -JOINT SEAL WITH DOUBLE Q 6" CURB > ° f Jf �; FLEXIBLE BUTYL ROPE SEALS CURB Ctyp). 19i F- 0 ° ` NOTES GROUT GAP BETWEEN WALL AND STEPS BATTERED FACE WALL 42 N••� Qt Z Z COMPACTED 952 OF MAXIMUM STANDARD PROCTOR DENSITY PRECAST RENFORGED GOWACTE-- — 66 1- p o ECCENTRIC CONE SECTION I _ r+ ° DRAINAGE FILL 1�� ��g�I I Ui INTERNATIONAL FLASH GRA:r 12" THICK MIN. RETAINING r1Il LL NOTE-5 N SYMBOL OF ° ACCESSIBITY 1 at EACH Nrq L 4) j PRECAST MANHOLE SECTIONS ` QL CAS 1. STRIP VEGETATION AND ORGANIC 501E FROM WALL AREA. V1 3" DIA. PERF. DRAIN PIPE. SLOPE TO DRAIN DESIGNED FOR n-2C SPACE ttyp� a 2. BENCH CUT ALL EXCAVATED 5LOPE5. HIGHWAY oaDING� S., 4'-0"° - TYPICAL 5" 6" WIDE PAINT � ,.e.r.,,, ,,- 1/8'° per FT W/ FILTER FABRIC. TO DAYLIGHT M STRIPING CtypJra a 3. DO NOT 0`iER EXCAVATE UNLESS TO REMOVE UNSJITABLE 50L. FORT MILLER O+z EQUAL PIPE �t I. PRECAST MONOLYTHIC W 4. BASE SHALL GON515T OF COMPACTED CRUSHER RUN STONE, G" TICK MN. A5 REQLRED qA' 2 BASE SECTION (� r' j L i- GRANULAR LEVELING PAD 5. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SMALL BE 12". C5' MAX � ^l , F+i q Q X TROUGH TO BE STEEL TROWELED ^ L COMPACTED CRUSHER RUN STONE - 2." AND FINER G. FOLLOW APPLICABLE PROV1510NS OF Tiff MANUFAGTUR'ER'S INSTALLATION TO A SMOOTH SURFACE M'-■� Q EQUAL EQUAL EQUAL INSTRUCTIONS AND WRITTEN SPECIFICATIONS. �'; 00 -� 8'-0" 8'-0" 7 tE 5EGMENTA_ WALL UNITS SHALL BE VERSA-LOK TUMBLED UNIT5 A5 MANUfACURED BY 7. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME DAG05TIN0 BU_DING BLOCKS. THE COLOR SHALL BE SHALE BLEND TO MATCH EXISTING III_III ;� oo _ i!- 24'-0'• BAGKFLL BEHIND UNITS IS COMPACTED. 8. COMPACTION SMALL BE TO 957. OF MAXIMUM 5TANDARD PROCTOR DEN5ITY.CASTM D-698� -� � li'' -"" � p N its '1E CONTRACTOR SHALL SUBMIT STAMPED ENGINEERED DRAWINGS OF EACH SEGMENTAL WALL. 12"C4tj5MM 5TW ; 9. IF CONDITIONS ARE DIFFERENT THAN Tt•tOSE STATED IN THESE DRAWINGS. THE CONTRACTOR 8 p II! PROVIDE CAST-IN FLEXIBLE WATERTIGHT ; ooO II. SLEEVE AT WALL PENETRATIONS NOTE: ALL MARKING PAINT SMALL BE LIGf-tT BLUE SHALL CONTACT TrtE LANDSCAPE ARG;tITEGT PRIOR TO PROCEEDING WITH - T—___� I _ - -= CA5TM G-9233 OR EQUIVALENT w 6 THE CONSTRUCTION OF THE WALL. Q v HANDIGAPPM AGGE55ABLE PARKING 5PA E-5 SEGMENTAL RETAINING YVA1..L �-+ �' o- Q Pi�EGAST CONCRETE SANITARY MANHOLE' � � NOT TO SCALE NOT TO SCALE I` i NOT TO SCALE' � � N GRADE AT UNPAVED AREAS RESTORE TURF T=— =ll= III�1 ' O O L' Q �- OUT SIDE z , z � z EXIST. GROUND Q ,; v ,; 0 _ BUI DIHG WALL W U 3 _ � �, a � hit; ;r,r,; .a i;4j' PROVIDC PROPER VENT ThiROUGH ROOF p ACCESS TO CI..EANOIlTS AND BACKWATER VALVC z a, „ m MACHINE BAGKFLL W/ I -- ADJUSTABLE �. CLEANOUT AT GRADE _j 0 0 ,� 0 NATIVE MATERIAL EXCAVATE TRENCH WITH COMPACT I ,,.--�'J VALVE BOX FLOOR SLAB GN GRADE / � � a IN 1'-0" LIFTS \ MINIMUM WIDTH EQUAL 1w w C4" MAX. SIZE) ��\ \ /rim5H GRADE b11 TO PIPE PLUS 2A F7. O TO 957. MODIFIED VARIES �`N\�\\��j,��� \ v •f� per• PROCTOR C4' MAX. U a o ►- M.J. GATE VALVE 3 0 Q z '� c q W v CLEANOUT W '6 RISER `� �+ = V x° A z° -- SELECT GRANULAR MATERIAL C100% 4.. =+ rn sti rn rn PASSING 2") TO 15" ABOVE rff. INSTALL THRUST / C° z `° HAND BAGKFLL. G" LIFT. BLOCK BEHIND \ - 4' REDUCERIG �� REDUCER TAPPING SLEEVE BEDDMG G" DEPTH. 1/----� SAND. GRAVEL OR EXISTING MAIN 4 4- rCkJ5E TRAP G CRUSHED STONE CTO 1-1/2") I, w/2 GL.EANOUTS -'4" WYE + 1/8 BEND COMBO I Nov. 25, W02 Respond 51 TE AND NEW TAPPING SLEEVE to C.T. Male Comments Z Nov. 28, 2002 Respond UT I L 1 11 DETA I L.�.�T PIPE EXCAVATION t BAGKFILL DETAIL GONNEGTION TO EXISTING V�ATER MAIN 5 LATERA�LVTAILS to ed comments NOT TO SCALE T NOT To SCALE `� NOT TO SCALE P-4 DATE OCT 15, 2002 SHEET 4 OF 4