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Home My WebLink About04060104 Building PlansJ�~� - ' I-- � 01, -1 VAPok REATF-D RATE li6t#OA- K \/F- tJ VAP* 'P IfOLF m U -MU - eallewrar raynoc, 10,A PERIMETER DRAIN IS TO ~� tSj $�� DROPERTY AIN TO SIMEA ON Is TSO 1 n 1 y BTAMED BY 1354 \ 2oo.ao; j I25' UTILITY AND DRAINAGE EASEMENT 857.5 J 1 INV. i � 860.0 J O.INV. esa.5 / 4' SUBSURFACE PERIMETER �c INV, DRAIN (SEE DETAIL) �a/ / " 880.41 SURROUNDS ALL 4 SIDES S.D.R.-35 iNV. 01 860.0 / 861,0 j INV. �..� + �Y ,� / p9 / /� s5ao i INV. '� �S 858.5 "�� INV. /A�DNPERFORATED PIPING FROM _BOX TO D -LAT. (TYP.) 4' P.V.C. INK DIST. 861.0 BOX INV. p 856.0 $4.2 1000 GALLON ----f �, DOSING TANK / 19 865 `_' CONC. DRIVE GAR. 868.33 a -'c• ALLON F.F.EIFY.- e69.60 / �TiC THANK BSMT.- 859.50 g 0 65.6 8 e,so P 89.0 i oo� /J09/ CROOKED WICK LANE LEGEND: �' E 99.99 EXISTING GRADE (BEFORE CONST.) SCALE: 1 30 P 99.99 PROPOSED GRADE (AFTER CONST.) a FIELD TILE P 99.99 PROPOSED GRADE (AFTER CONST. 871 /" " EXISTING CONTOUR EXISTING STORM SEVER LOT 8 SPRING RUN ESTATES SECTION ONE INST. #9431 P.B. #2, PAGE #272 PLOT PLAN � PREPARED FOR: � � DESIGNSMITH, INC. CARMEL . INDIANA PROPOSED STORM SEN£R ..._....C.rr..CNINE weI�Is a ■um an on ■■■\:1■rrRRMN .CC�I�..i ..�.■ �.��.Croommil�'lummm...C.0 ■ ■....r.l/...s��I►.wI.i.CC.■.o.....�I.wf.an on C s1AI�i omm"�siIIulmol�!w/111�II�...iM>11�IIMI��.A ■ ..rr..■�i►�.■.>I�.►.o.�cwiw�r..rin 111.0 . soon CNo .19■800 klq CCCCCCCCCCCCCCC CCCCCCCCCCCa �CCCCrCCCCCCCCCWON CCCCCCICCCCC10811 CI�CCCC1110111 CCCCCCCCCCCCC�lkiC�CCCCCCCCC:i 0CCC CCCCCCCCCCCCCCI CCCCCCCCCC .>r.an I ...Mellon ones �I.an swiw..Cr..CC CCCCOWN a CCCC� lCCCCCCowns no on ON CCCCCC CCCCCC� ON 0 Nunn onCCCCCC I, HIGH WATER ALARM LIGHT & HORN SHALL BE ON A SEPARATE CIRCUIT PUMP COVER & PEDESTAL ANNELO MIRED TU A HIGH WATER CONTROL PLATFORM TO BE PROVIDED PAiN HASEMfIET OF HOUSE BY MANUFACTURER TOP OF STATION r 885.0 A '�JUNCTION BOX r- FINISH GRADE �+ e84.5 IDS SHALL TO POWER SUPPLY 360 x 4a' 2" T -GUIDE BAR PRECAST MANHOLE OPEN] BOTH ENDS OR EQUAL X LIFT CHAIN I I _1 --SAL WATERTIGHT 4'. P.V.C. INLET WE B. B. HP . 4/10 IDN - 10 " (SEE PUMP CURVE) 1000 GALLON DOSING TANK WITH SEPTIC TANK EFFLUENT PUMP N -T --S EXISTING GRADE �-TOPSOIL 40 CLEAN GRAVEL TYPICAL PERIMETER DRAIN X --SEC, N-- T --S BARRIER MATERIAL a' STRAW L EARTH FILL OR SYNTHEIC FILTER FABRIC 1. Requirements for absorption system: a. Trenches shall be constructed 3' wide maximum b. A minimum 12' of washed gravel shall surround the distribution laterals, as shown. c. Absorption field -A minimum of 800 LF. of distribution lateral. d. 7.5' minimum spacing -center of lateral to center of lateral 2 Absorption field lateral specifications a. Must be at least 4' In diameter & meet A.S.T.M. D-2729 or A.S.T. F810-83 specifications. b. The pipe must have perforations with the equivalent total opening as a comparable the laid with 1/4 open Joints per foot of tile. with the following provisions: I. Three rows of holes 11. 1/2' to, 1/4" diameter holes with 1/2M holes at 2-1/4« or closer spacing 5/8 holes at 3-1/2* or closer spacing 1/4- holes at 5" or closer spacing III. Equal separation of rows around the circumference c. The pipe must be delivered In straight (unrolled) lengths. 3. Gravity sewer must be P.V.C. SDR -35 and meet A.S.T.M.-D 3034 specifications for 4' pipe. 4. System as designed and shown is done with the intention of the system being Installed at minimum depths. 5. No clay fill material will be placed over absorption field. Natural ground line to remain as much as possible. 6. Finish grading over- absorption field will be done to obtain positive surface drainage away from field. Any finish grading done in area of absorption field will be done with light equipment. 7. No construction traffic to be allowed in area of absorption field. 8. All absorption field fingers to be placed at minimum depths to keep system in more permeable soils. 9. Septic tank specifications: a. Reinforced concrete tanks - Concrete :compressive strength > 4000 p.s.l. with wall thickness 2-1/2" or - Concrete compressive strength > 4000 p.s.l. with wail thickness 4" b. Tanks shall be certified by the State Board of Health & County Health Department. C. Minimum septic tank capacity - 1250 gallons (not including volume of dosing tank) d. All openings and Joints of the septic tank and dosing tank must be sealed watertight. e. Tank shall be fitted with access riser (22' in dia. min.) and secured with gas tight cover. 10. Dosing System Specifications a. Install a Simplex pump system meeting the pump requirements shown and capable of pumping septic tank'.�effiuent. Pumps shall be Hyidromatic SP -33 series or equal. (1) Pump capacity 35 gpm (min.) WStatic head - 5 feet Friction head - 5 feet b. The dosing pump shall be mounted with lifting chem and break away flange. C. The pumps shall be placed In a 1000 gallon dosing tank or equal that meets requirements under Note 9. d. An audio and visual high water alarm shall be installed in the basement. e. Forcemain Inlet to distribution box shall be fitted with a 90' turn down elbow. f. Forcemain shall be Schedule 40, 80 or 120 and meet ASTM D 1785 specifications. EXISTING GRADE i z HOLEY MOLEY" SAYS: 4" PERFOR PVC A.S.T.M. D-2728 ', v _ 1---800--382-5544 i CALL ?TOLL FREE t,�,,,,,,L�,,,,,,1-800--428--5200 TYPICAL ABSORPTION LiNE X -SEC. FOR CALLS OUTSIDE OF INDIANA N--T-S No 8310 STATE OF CONSULTING ENGINEERS -- LAND SURVEYORS (317) 849--5935 1-800-728-6917 FAX: (317) 849--5942 INDIANAPOLIS INDIANA CERTIFIED: TLT CK. BY LMC SCAM 111=300 DATE' 8/4/95 DATE MARK CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. REVISIONS BY L -I I jI ALARM HYDRAULIC / SEALINGFLANGE 2' CATE VALVE ON POWER 1407L CHECK VALVES ARE OLL81 41 HOL IN 2' k71p1RY _cHSE ALLOW DRAIN BACK � NOTE: OFF EFFLUENT PUMP SHALL BE EQUAL TO EFFLUENT HHYDROOMATiC MODEL PUMP iv PUMP REQUIREMENTS CAPACITY - 35 G - - B. B. HP . 4/10 IDN - 10 " (SEE PUMP CURVE) 1000 GALLON DOSING TANK WITH SEPTIC TANK EFFLUENT PUMP N -T --S EXISTING GRADE �-TOPSOIL 40 CLEAN GRAVEL TYPICAL PERIMETER DRAIN X --SEC, N-- T --S BARRIER MATERIAL a' STRAW L EARTH FILL OR SYNTHEIC FILTER FABRIC 1. Requirements for absorption system: a. Trenches shall be constructed 3' wide maximum b. A minimum 12' of washed gravel shall surround the distribution laterals, as shown. c. Absorption field -A minimum of 800 LF. of distribution lateral. d. 7.5' minimum spacing -center of lateral to center of lateral 2 Absorption field lateral specifications a. Must be at least 4' In diameter & meet A.S.T.M. D-2729 or A.S.T. F810-83 specifications. b. The pipe must have perforations with the equivalent total opening as a comparable the laid with 1/4 open Joints per foot of tile. with the following provisions: I. Three rows of holes 11. 1/2' to, 1/4" diameter holes with 1/2M holes at 2-1/4« or closer spacing 5/8 holes at 3-1/2* or closer spacing 1/4- holes at 5" or closer spacing III. Equal separation of rows around the circumference c. The pipe must be delivered In straight (unrolled) lengths. 3. Gravity sewer must be P.V.C. SDR -35 and meet A.S.T.M.-D 3034 specifications for 4' pipe. 4. System as designed and shown is done with the intention of the system being Installed at minimum depths. 5. No clay fill material will be placed over absorption field. Natural ground line to remain as much as possible. 6. Finish grading over- absorption field will be done to obtain positive surface drainage away from field. Any finish grading done in area of absorption field will be done with light equipment. 7. No construction traffic to be allowed in area of absorption field. 8. All absorption field fingers to be placed at minimum depths to keep system in more permeable soils. 9. Septic tank specifications: a. Reinforced concrete tanks - Concrete :compressive strength > 4000 p.s.l. with wall thickness 2-1/2" or - Concrete compressive strength > 4000 p.s.l. with wail thickness 4" b. Tanks shall be certified by the State Board of Health & County Health Department. C. Minimum septic tank capacity - 1250 gallons (not including volume of dosing tank) d. All openings and Joints of the septic tank and dosing tank must be sealed watertight. e. Tank shall be fitted with access riser (22' in dia. min.) and secured with gas tight cover. 10. Dosing System Specifications a. Install a Simplex pump system meeting the pump requirements shown and capable of pumping septic tank'.�effiuent. Pumps shall be Hyidromatic SP -33 series or equal. (1) Pump capacity 35 gpm (min.) WStatic head - 5 feet Friction head - 5 feet b. The dosing pump shall be mounted with lifting chem and break away flange. C. The pumps shall be placed In a 1000 gallon dosing tank or equal that meets requirements under Note 9. d. An audio and visual high water alarm shall be installed in the basement. e. Forcemain Inlet to distribution box shall be fitted with a 90' turn down elbow. f. Forcemain shall be Schedule 40, 80 or 120 and meet ASTM D 1785 specifications. EXISTING GRADE i z HOLEY MOLEY" SAYS: 4" PERFOR PVC A.S.T.M. D-2728 ', v _ 1---800--382-5544 i CALL ?TOLL FREE t,�,,,,,,L�,,,,,,1-800--428--5200 TYPICAL ABSORPTION LiNE X -SEC. FOR CALLS OUTSIDE OF INDIANA N--T-S No 8310 STATE OF CONSULTING ENGINEERS -- LAND SURVEYORS (317) 849--5935 1-800-728-6917 FAX: (317) 849--5942 INDIANAPOLIS INDIANA CERTIFIED: TLT CK. BY LMC SCAM 111=300 DATE' 8/4/95 DATE MARK CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIMES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. REVISIONS BY