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Home My WebLink AboutSP-3NOTE: 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 1 GRAVITY PIPE SEE SPECIFICATION CRUSHED STONE BEDINNG 1/47 TO 314" SIZE AGGREGATE GROUND LINE OR PAVEMENT MAXIMUM WIDTH I A DIAM. + 2FT. IB 4 SLOPE A /B =1:4 CAREFULLY PLACED BACKFILL TRENCHES DIA./2 \ DIA. /8 (MI N.4" ) TYPICAL SEWER TRENCH_ CLASS "B" BEDDING NO SCALE TVLE.UC H 14ALL - GOHpACTE,P [3PGKFILL OVER AND ARDutJD s BARI`EL OF PI PE ON F'IeN SOTroM 02 BED IW (aRA.NULAI2_ MATE!?IAL A MIU. OF 4" THICK UuDEF• PIPE (SELL 711ei� MP.I N QATEr--- M/kI Q TL�,lJGN D HYDRANT STYLE AND PATTERN TO BE AS SPECIFIED BURY LINE MARKED ON HYDRANT FINISHED GRADE SANITARY SEWER PVC PIPE SHALL BE ASTM D -3034 (SDR 35) }. -_�r_ALE_ 6" HYDRANT (SEE DETAIL) 6" GATE VALVE & BOX - 3x2 1/2' REDUCER -- 3" GATE VALVE & BOX - 6' DUCTILE IRON PIPE WATER LINE - 6'x3' MJ TEE 6' DETECTOR CHECK W/ BY -PASS METER dt BOX (SEE DETAIL) MOUNT PUMPER NOZZEL TOWARD ROADWAY COVER AS SPECIFIED CLEAN • GRAVEL 1'lr� 1 ABOVE PORTS, 1 � P.W. 12" BELOW BASE OF HYDRAN 1• OF 1 • 1 BE BELOW DRAIN PORT / NCRETE BACKING FLAT STONE OR CONCRETE -HYDRANT SETTING DETAIL no scale FORMED �' o '• b' ' CONCRETE • ,•• v' •. BLOCKING -4 °' v THREADED PLUG (CARLON Z350 OR EQUAL) LINE CLEANOUT ADAPTOR (CARLON Z353N OR EQUAL) CONC. COU FR (IF NOT IN PAVED AREA) 0 SEWER CLEANOUT NO SCALE pELL AND VALVES POUR CONC. ENCASEMENT AROUND PIPE CAP (CARLON Z948N OR EQUAL) FLUSH WITH vRAD� VA L_V E DETAIL No !S . LE. 2 112- CU DOMESTIC WATER SERVICE TYPE VALVE I30x 4" DUCTILE IRON PIPE FIRE PROTECTION LINE e DUCTILE IRON PIPE FIRE DEPT. CONNECTION LINE 4' POST STYLE FIRE DEPT. CONNECTION (SEE SPECS.) 4" GATE VALVE & BOX INDIANAPOLIS WATER COMPANY STANDARD FOR 4 ", 6 ", Se 8" DETECTOR CHECK VALVES WITH BY -PASS METER AROUND VALVE ON UNMETERED FIRE PROTECTION SYSTEMS FORD METER BOX NO. 10 RING do 3/4" METER 20' LID OR EQUIVALENT FURNISHED BY IWC APPROVED BY IWC 16" ANGLE VALVE ANGLE VALVE (LOCKABLE) 1, " (LOCKABLE) CHECK VALVE -' 1" HOSE VALVE (OUTLET TURNED UP) NOTCH PIT CYUNDER AROUND DETECTOR I YOKE do ANGLE VALVES CHECK VALVE + FURNISHED TO DETECTOR CHECK WITH PLUMBER BY IWC A MIN. DIFFERENTIAL PRESSURE SETTING 24" BITUMINOUS OR OF 1.5 PSI APPROVED PLASTIC PIT CYLINDER, BOTTOM SET ON 4 BRICKS ON COMPACTED FILL AT FLOW LEAST 4.5' BELOW GRADE 1" SOFT COPPER LINES FOR BY -PASS METER SHALL HAVE A MAXIMUM OF 3" CLEARANCE AT DETECTOR CHECK FLANGE. NOTES: 1. STEEL DETECTOR CHECK VALVES SHALL NOT BE INSTALLED. 2. COMPACTED SAND OR GRAVEL BACKFILL EXTENDING 3 FEET BEYOND AND 2 FEET A80VE EACH DETECTOR CHECK FLANGE IS REQUIRED. 3. ALL MATERIALS ARE TO BE FURNISHED AND INSTALLED BY PLUMBER UNLESS OTHERWISE STATED ABOVE. SW Cor. SE /4 Sec. 35 -T18N -R3E R/R Spike Fnd. Stn. MH as per HCSR - P.O.B. I I I Bl. hive y EXISTING SANITARY MANHOLE T. C. = 844.67 INV. N. = 837.28 INV. S. = 837.13 CUT -IN NEW 6' CONN. - INV. SE = 839.10 GENERAL NOTE 1. The Contractor shall install and /or cause to be installed, all exterior utilities and shall pay all costs and fees not borne by the local utilities. All as necessary to provide complete new utility services as per the requirements and standards of the respective companies. 2. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineers of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 3. No roof drains, footing drains and /or surface water drains may be connected to the sanitary sewer system, including temporary connections during construction. 4. Where water lines and sanitary sewers cross and water lines cannot be placed above the sewer with a minimum of 18 inches vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. 5. All water laterals, gas laterals and sanitary laterals to the building shall be granular backfilled under paved areas. 6. The Contractor shall be responsible for obtaining all state, city and county permits. 7. See architectural foundation plans for actual building dimensions. 8. Existing utilities are shown approximate only. Contractor shall verify location, size, material and depth with respective owners and shall protect the utilities at all times. 9. Water main shall be Type 'L' copper or for 3" and larger sizes shall be centrifugally cast ductile iron pipe in accordance with ANSI spec. design A21.51 and having cement lining in accordance with ASA A21.4. Trench condition to be laying condition "2" and pipe cover of 54 in, except as noted. Pipe to be thickness Class 50. Joint to be single rubber gasket push -on type in accordance with ASNI Spec A 21.11. 10. Gate valves shall be cast iron body, double disc, bronze mounted, non- rising stem type in accordance with AWWA Standard C -500. To be for 175 PSI working pressure, direct burial service, with mechanical, bell -end joints, counterclockwise openings, o -ring packing and 2 in, tee wrench nut. Valves to have 3 piece, round, type cast iron Buffalo Road box with 5 -1/4 in. shaft, with "Water" cast in the lid, boxes to be for normal 4 ft. -6in. but shall be as required to suit each particular setting depth. Valves shall be Claw, Kennedy, Mueller or approved equal for Indianapolis Water Company (IWC) pattern. Approx. Physical C/L 116th Street PLAN NOTES: 0 1. PROVIDE FOR CONNECTION TO EXISTING WATER MAIN IN A MANNER AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE INDIANAPOLIS WATER COMPANY. ADJUST FOR EXACT FINAL LOCATION OF EXISTING WATER MAIN. 2. PROVIDE THREE(3) 4" PVC TELEPHONE CONDUITS STUBBED OUT FROM ELECTRICAL ROOM TO INSIDE R /W. PROVIDE WITH PULL WIRE FOR USE BY OTHERS. CAP ENDS OF CONDUITS AND MARK LOCATION WITH BURIED STEEL POST. 3. PROVIDE BURIED 2" PVC CONDUIT UNDER SIDEWALK OR PAVEMENT FOR FUTURE USE BY OTHERS. CAP ENDS OF CONDUITS AND MARK LOCATION WITH BURIED STEEL POSTS. 4. CONCRETE TRANSFORMER PAD AND TRANSFORMER BY PSI. E.C. SHALL EXCAVATE TRENCH FOR PRIMARY SERVICE, INSTALL CONDUITS PROVIDED BY PSI AND BACKFILL TRENCH. E.C. SHALL COORDINATE ALL ASPECTS OF THE INCOMING SERVICE AND PAY ALL COSTS THEREOF. 5. TWO (2) 3" PVC ELECTRICAL CONDUITS FOR THE INCOMING SECONDARY ELECTRICAL SERVICE. EACH SHALL HAVE FOUR (4) #350 MCM CONDUCTORS. CONNECTIONS SHALL BE BY THE E.C. 6. REVIEW EXACT FINAL REQUIREMENTS OF NEW DOMESTIC WATER SERVICE AND NEW FIRE PROTECTION SERVICE WITH THE INDIANAPOLIS WATER COMPANY AND THE LOCAL FIRE DEPARTMENT. 7. CONTRACTOR SHALL NEATLY CUT -IN NEW SANITARY BUILDING LATERAL INTO EXISTING SANITARY MANHOLE. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CLAY REGIONAL WASTE DISTRICT. CUT INTO MANHOLE SHALL BE BY CORE DRILLING TECHNIQUE. REMOVE EXISTING MANHOLE BENCHWALL AND NEATLY REFORM NEW BENCHWALL TO SUIT NEW CONNECTION. 8. REVIEW EXACT REQUIREMENTS FOR A WATER LINE AND A DRAIN FOR THE FOUNTAIN WITH THE FOUNTAIN MANUFACTURER BEFORE STARTING ANY UNDERGROUND WORK. THIS SHOULD INCLUDE SIZE, DEPTH, LOCATION, ETC. 9. SEE SHEET E -1 FOR ELECTRICAL REQUIREMENTS AT CHILLER UNIT. 10. BURIED CHILLED WATER SUPPLY AND RETURN TO BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. NE Car. - W/2 NW /4 NE /4 Sec.2 -T17N -R3E. r-Gap 6.78' S •I NV: 835.79 uu Street Encroachment 6'x4" MJ REDUCER H. P. GAS I I �.� � 'C �� . L•-1 � III III C ��--✓✓ 6'x6" MJ TEE I I I I III / I ,D, EXIST. it / O WATER MAIN I I III EXIST. 18" � SANITARY SEWER 6" PVC SANITARY BLDG. 2/12, 1 #12G, 3/4'C. O) N I I LATERAL O 2.18% 'D' f'� I 0) N I I III I I ASTM D -3034, SDR 35 B' l JJ O C' m p I I I p 3�40C 1#12G. D B° 10 I v l I I I I I r I � o � I I �'>r 34. 0 1 12G, w 0 q- 2#12, t° ti�1k ° p0 O �� ° I 6 I o L \ U I I i 0°� O Gp1 'LG La IN , y -T 0 16 UJ / ti 'a o, • I \a 00 0 I I; I I I C. ,� O G" �i rv� B w UJ X III I I C�*�\Iik O II I� I\ �'jjam I I I I I X1 T C / J J 2�, 2, 1#12G, � I I V) LPA -9 , B. 3/4 "C. - - -- - 5' Utility Esmt. 2 C 5' Utility Esmt. o Ii I iI - - - o Q �� LPA -12 314 CU WATER • N LINE TO FOUNTAIN LPA -13 10 w B 0. 1#' 1G. 3 ° III 1 C 3 4' PVC FOUNT N � �� DRAIN O 1/ /FT. EXISTING 4' H.P. GAS LINE B. Q ° c PROPOSED 12"x6" TAPPING I I I �� D r B. EXT. CO �O MSLEEVE AND VALVE I I I I III I\\ 2B 112- I N I I I I III I I ND \ , ) I o° N 2x10, 1 r 12G, ELECTR C SERVICE W F RELOCATION OF SWITCHGEAR BY UTILITY CO. 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. O z n n I I I I I ^ B BY UTILITY CO. FOO I nK i (-J I V 7;;q M I 212, 112G, 3/4'C 10' Water L'ne Esmt. (IWC) QIO Ins k88 -0p46 \ I I I I A �I5' S URE ELECTRICAL DISTRIBUTION T Q SWI CHGEAR _ / I (TO BEI RELOCATED BY PSI) I I 12 Sonita Sewer Esmt. Ins11 # 9012493 ^OR 1;%ED -o .'Ip D . - • . .. FORMED 9' CONCRGTG '.'o -. BLOGKtA1G � {� = --- BI:OCKIN6 .•o'..'o "11' ° 156.77' .. ,•. `�`� � -� ^� � 32.85' Leg end FORMED • `a• AS° "Ax S89'49'34" W -° 578.33' I I Gal e.47'_ _ G Exist. Gas Line coNcRET6 I I IIHYID III j I I N O T S : fStOCKtNG THE THRUST BLOCK AREAS ARE. I 5O 00' I�v -III I I nws/ 9 ice k BASED ON A SOIL GEARING LOAD V 25t D' I ress E ress Es G Proposed Gas Line o� z000 Lbs. I rT. I Grant of oseme t III II 25' Sonita I nst. # 89 -733 / R• For 1 re s E re s ( ) 10' Drainage Esmt. rY UE - Underground Electric 9 / 9 Sewer smt. Exhibit 8 9 �er Esmt. Dat dec 1289 5 36� I I Itst. # 6 -4837 I Inst. i 89 -7338 AREA IN .SQ. rT. REQUIRED VOR CONC. THRUST BLOC1410G I I , W Water Line °,SIZE Tri;'rtuG 9c BIND 45'BUID 222 BIND IIQ�BEND I I I I II FDC Fire Dept. Connection Line r�l rl� I I I I F Fire Protection Line G" 4.o 5 -5 3.0 1.5. I.D -CW- Cold Water Line 8' 6.5 9,0 5,0 2.,5 1.5. 10' 10.0 14.0 .7.5 4.0 2.0 CHW Chilled Water Piping .12" 14.0. 20,0 11.0 . 5.5 3.0 T Telephone Conduit TYPICAL_ THRUST BLOCKING DETAILS � Power Pole NO O= Light Fixture On Pole SITE UTILITY PLAN Proposed Sanitary Sewer - //- Existing Sanitary Sewer SCALE: 1" = 30' 0 15 30 60 NORTH rn 01 o v CU on N -n .� � U � N c O O 0! O F� W� O/ v l 0 O J �w N D v 1 OC�e i-� W � E--, `--� V L aT1R4t f � No. 13968 iTAT[ M O�u �MDIA14 S �,E Issue SUBMITTAL Date FEB. 22, 1993 Sheet SP -- 3