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Home My WebLink About04070157 Site PlanIlk 200 bW,1' P']d11ETEA DRAW Is To DRAW TO SWAM ON - - 0 TO =a oRAiaAot [�eiiExT / INv. =5v / 4' SUe3LAVACEMAOI a DRAW (5[L o ALL 4 9M / >wJIMOtJ10i ALL � sDEi LDJL-36 INV. �.. / / esl.o + Tot a � / Nv. 1•--�'I _ /D-8001 iG D -LAT. � — J� •� P �. s• P.vc. Mit A ' DOT. a Wv.A 4 51 f Y ! �l4 Mf Is . \ � , L L. +6 1000 DALI ON .� 01110 TANK 10 v t i?f GAR. N" Cowl O11K N � � N PREPARED FO ed s� t Lr1T -v;=60 *1 1260 GALLON ■DTIC TANK / 0 0?/ Q%OCM S= LAW SCALL 1 30' LOT 8 SPRING RUN ESTATES SECTION ONE INST. #9431 P.9. #Z PAGE #272 PLOT PLAN � �GfluEL D SIGNSMITH, INC. I 1 I / PUMP COVER NR PEDESTAL PLATFORM TO BE PF40YO ) BY MANUFACTURER I / 1 TOP a sTA71oN • seso — � _ �1 RE 1 ASTM 0-470 - r T -GUIDE BAR I LIFT ON" I HYDRA SEAIJND IPOT.-As OT E -- SEALED MERCURY SWITCH NQOg7[� >•1ALl se E� ro EFFLUENT HIGH WATER ALARM LIGHT A HORN SHALL BE ON A SEPARA7E CIRCUIT AND 11Y[FD ib A HIGH WATER COH7R01 PANEL BN BASE11fM OF HOUSE JUNCTION Box GRADE - 864,6 TO POWER SUPPLY Br . 4e' RECAST MANHOLL OPOLi 01H ENDS OR EQUAL SEAL WATER71Grt r ALARM KKK %0-- CHECK VAL%in ARE oMpO?au�(4 is gill r ALLDw DRAIN BAM Off I DrROMAiIC MODEL PUMP % PUMP REQUWUI* M 3� CAPACITY - 35 OPM SOILAVEL i LEGE?ID: E fs.se EXIS71NG GRADE KFOW OONST. r` P BB.BP PROPOlD QAD[ AM CONST.3 1 '-'- --- E snw STORM sE" — PROPOSED aim SEM 1 .1 i �k Ilk 200 bW,1' P']d11ETEA DRAW Is To DRAW TO SWAM ON - - 0 TO =a oRAiaAot [�eiiExT / INv. =5v / 4' SUe3LAVACEMAOI a DRAW (5[L o ALL 4 9M / >wJIMOtJ10i ALL � sDEi LDJL-36 INV. �.. / / esl.o + Tot a � / Nv. 1•--�'I _ /D-8001 iG D -LAT. � — J� •� P �. s• P.vc. Mit A ' DOT. a Wv.A 4 51 f Y ! �l4 Mf Is . \ � , L L. +6 1000 DALI ON .� 01110 TANK 10 v t i?f GAR. N" Cowl O11K N � � N PREPARED FO ed s� t Lr1T -v;=60 *1 1260 GALLON ■DTIC TANK / 0 0?/ Q%OCM S= LAW SCALL 1 30' LOT 8 SPRING RUN ESTATES SECTION ONE INST. #9431 P.9. #Z PAGE #272 PLOT PLAN � �GfluEL D SIGNSMITH, INC. I 1 I / PUMP COVER NR PEDESTAL PLATFORM TO BE PF40YO ) BY MANUFACTURER I / 1 TOP a sTA71oN • seso — � _ �1 RE 1 ASTM 0-470 - r T -GUIDE BAR I LIFT ON" I HYDRA SEAIJND IPOT.-As OT E -- SEALED MERCURY SWITCH NQOg7[� >•1ALl se E� ro EFFLUENT HIGH WATER ALARM LIGHT A HORN SHALL BE ON A SEPARA7E CIRCUIT AND 11Y[FD ib A HIGH WATER COH7R01 PANEL BN BASE11fM OF HOUSE JUNCTION Box GRADE - 864,6 TO POWER SUPPLY Br . 4e' RECAST MANHOLL OPOLi 01H ENDS OR EQUAL SEAL WATER71Grt r ALARM KKK %0-- CHECK VAL%in ARE oMpO?au�(4 is gill r ALLDw DRAIN BAM Off I DrROMAiIC MODEL PUMP % PUMP REQUWUI* M 3� CAPACITY - 35 OPM INDIANA B. HP . 4A. SDH - 10 !R (SEE PUMP cumv 1000 GALLON DOSING TANK WITH SEPTIC TANK EFFLUENT PUMP N—T—S n TYPICAL PERIMETER DRAIN; X—SEC. N—T—S DARRIER MATEWAL e' STRAW OR SIMiWOC FILTER FABRIC EARTH FILL 1. Requirements for absorption system: a. Trenches shall be constructed Y wide maximum b. A minimum 12" of washed gravel shall surround the distribution laterals, as shown. C4 Absorption field -A minimum of 800 LF. of distribution lateral. d. 7.6' minimum spacing -center of lateral to center of lateral 7 AI+w,Npll„n nwl,l Ir,Iw,N y+w..I11+.u11+n,w a. Must be at least 4" In diameter alt 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: 1. Three rows of holes 11. 1/2" to 1/4" diameter holes with 1/2' 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 IN. 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 Solis. 9. Septic tank specifications: a. Reinforced concrete tanks - Concrete compressive strength > 4000 p.s.l. with wall thickness 2-1/r or - Concrete compressive strength > 4000 p.s.l. with wall thickness 4" b. Talks shall be certified by the State Board of Health k 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 dio. 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 effluent. Pump% .+ti 01 be Hydromatic SP -33 *--4a or equal. �1 Pump capacity 35 gpm (min.) 2Static head — 5 feet 3� Friction head — 5 feet b. The dosing pump shall be mounted with lifting chcIn 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. Forcemaln 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 speeificationa. EXISTING GRADE l� "HOLEY MOLEY" SAYS: ORATED PVC "TRF L D-27211 «` '" 1-800-382-5544 CALL TOLL FREE TYPICAL ABSORPTION UNE X -SEC. �►►IIIIIIN,NN/N�� —800-428-5200 FOR CALLS OUTSIDE OF INDLIXA No. 8310 = STATE OF ,may, CERTIFIED: 8 ' II I DWN. BY CONSULTING ENGINEERS — LAND SURVEYORS (317) 849-5935 1--800-728-6917 FAX: (317) 849-5942 INDIANAPOLIS INDIANA T TLT CK BY A LMC SCAU 9 I rt 1`300 DATE I 8/4/95 a DATE MARK CAUTION LOCATION OF ALL MS71NG UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THE 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 SOILAVEL T LEGE?ID: E fs.se EXIS71NG GRADE KFOW OONST. P 96.99 PROPOSED CONST. a PIED iu P BB.BP PROPOlD QAD[ AM CONST.3 '-'- --- E snw STORM sE" — PROPOSED aim SEM INDIANA B. HP . 4A. SDH - 10 !R (SEE PUMP cumv 1000 GALLON DOSING TANK WITH SEPTIC TANK EFFLUENT PUMP N—T—S n TYPICAL PERIMETER DRAIN; X—SEC. N—T—S DARRIER MATEWAL e' STRAW OR SIMiWOC FILTER FABRIC EARTH FILL 1. Requirements for absorption system: a. Trenches shall be constructed Y wide maximum b. A minimum 12" of washed gravel shall surround the distribution laterals, as shown. C4 Absorption field -A minimum of 800 LF. of distribution lateral. d. 7.6' minimum spacing -center of lateral to center of lateral 7 AI+w,Npll„n nwl,l Ir,Iw,N y+w..I11+.u11+n,w a. Must be at least 4" In diameter alt 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: 1. Three rows of holes 11. 1/2" to 1/4" diameter holes with 1/2' 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 IN. 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 Solis. 9. Septic tank specifications: a. Reinforced concrete tanks - Concrete compressive strength > 4000 p.s.l. with wall thickness 2-1/r or - Concrete compressive strength > 4000 p.s.l. with wall thickness 4" b. Talks shall be certified by the State Board of Health k 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 dio. 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 effluent. Pump% .+ti 01 be Hydromatic SP -33 *--4a or equal. �1 Pump capacity 35 gpm (min.) 2Static head — 5 feet 3� Friction head — 5 feet b. The dosing pump shall be mounted with lifting chcIn 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. Forcemaln 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 speeificationa. EXISTING GRADE l� "HOLEY MOLEY" SAYS: ORATED PVC "TRF L D-27211 «` '" 1-800-382-5544 CALL TOLL FREE TYPICAL ABSORPTION UNE X -SEC. �►►IIIIIIN,NN/N�� —800-428-5200 FOR CALLS OUTSIDE OF INDLIXA No. 8310 = STATE OF ,may, CERTIFIED: 8 ' II I DWN. BY CONSULTING ENGINEERS — LAND SURVEYORS (317) 849-5935 1--800-728-6917 FAX: (317) 849-5942 INDIANAPOLIS INDIANA T TLT CK BY A LMC SCAU 9 I rt 1`300 DATE I 8/4/95 a DATE MARK CAUTION LOCATION OF ALL MS71NG UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THE 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