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HomeMy WebLinkAbout07070055-57 Site Construction Plans TAC Submittal Rcv. 1/25/2008 DOCSF_ a DETAIL SPECIFICATIONS ORDER �. OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SREGIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFIPA710NS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS j.' 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ; 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AA ND NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, ANq STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIbILI1fY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPON58ILIIY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 5`TANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. NOTE: IT IS THE RESPONSIBILITY OF THE OWNER AND /OR CONTRACTOR TO ACQUIRE ALL EASEMENTS AND APPROVALS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. ANY ALTERATIONS TO THESE PLANS NOT AUTHCJRI2ED BY DEBOY LAND SS 4 b AIL `S AAID AIO T !AI ,4CCnR n 4.NC F' !4.I TN TN F P I ,4,N S ,4.N D RECORDS ON FILE AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DEVELOPMENT SERVICES OF RESPONSIBILITY FOR OVERALL ACCURACY OF THESE PLANS. C S L n) P ANs S1 E 0 N I R C oru all DI` I 117111\ 12650 CLAY CENTER ROAD Sheet List Table Sheet Number Sheet Title CS COVER SHEET C1.0 EXISTING CONDITION - DEMO PLAN C1.1 PRIMARY PLAT C2.0 SITE PLAN - AREA A C2.1 SITE PLAN - AREA B C2.3 ROAD - PLAN AND PROFILE C3.0 SITE GRADING PLAN - AREA A C3.1 SITE GRADING PLAN - AREA B C4.0 SITE UTILITY PLAN - AREA A C4.1 SITE UTILITY PLAN - AREA B C4.2 SANITARY - PLAN AND PROFILE C4.3 STORM - PLAN AND PROFILE C6.0 STORMWATER POLLUTION PREVENTION PLAN - AREA A C6.1 STORMWATER POLLUTION PREVENTION PLAN - AREA B C7.0 STORMWATER POLLUTION PREVENTION DETAILS C8.0 STORMWATER POLLUTION PRE\ENTION DETAILS C9.0 SITE SPECIFICATIONS C9.1 SITE SPECIFICATIONS C10.0 SITE DETAILS C10.1 SITE UTILITY DETAILS C10.2 SITE UTILITY DETAILS C10.3 HAMILTON COUNTY SURVEYOR'S DETAILS LS1 SITE LANDSCAPE PLAN AT1 ALTERNATE TRANSPORTATION PLAN TP1 TREE PRESERVATION PLAN UDS1 UDS COVER UDS2 UDS LAYOUT UDS3 UDS DETAILS 1 UDS4 UDS DETAILS 2 �r r .z xxas i I e4 PROPOSED SITE NORTH NOT TO SCALE A ti _.__ ........... _ _......._ __.._...._._..... _.... ................ _ ... __._ .............. _._. _ , • ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO NOTE. THE DEVELOPER OWNER AND THE ENG E / / SURVEYOR FOR THE DEVELOPER OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS ALSO PER / MET AND A P TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, CITY SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. m W Q W W W C r- o0w-.Q- (n Z d- i.- W U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01 24 08 TAC SUBMITTAL - o w z w C) Q J O LO DETt -I.L SPECIFICATIONS HO EY MOLEY SAYS , ORDER CF PREFERENCE f! If i.�l� SAFELH 1. CITY,/, TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY, STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. CLIENT NAME: 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECI�FICATIONS. JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET NOTICE, PERMITS SUITE 250 f (317) 344 -7328 - - - - - (317) 344 -7400 AND NOTES © 2007 DeBoy Land Development Services, Inc. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING- THAT ALL PERMITS AND APPROVALS AREA OBTAINED DESIGNED: RCB APPROVED: MLD FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. 11 2. IT SHALL it , BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ITS THE LAW DRAWN: CLH CHECKED BY: CRP THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY SCALE: NTS DATE: 09 -18 -06 CONSTRUCTION. 1 -800- 382 - 554.4. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR TOLL FREE PROJECT NO.� -2006 =0120_ NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY" -`�'� CONSTRUCTION.�j 4. ALL CONSITRUQTION ACTIVITY ON THIS SITE SHALL BE PERFORMED 1N COMPLIANCE WITH APPLICABLE O.S.H.A. i` �;��'' F PER INDIANA STATE LAW IC8- 1- 26.E -�'' STANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AG,�INST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 29 BEFORE COMMENCING WORK. 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. .... _._ .......................... ....................... ..... - _............. ......... _ ... - -_.._. ........... _ ........... _ -- ............ _........... _._._......._.__. z , r - - - PROJECT: F: \2006 \2006 0120 12650 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS :.: > _ W H T:d ' PLOTTED BY: CLAUDE L HATFIELD .. . . DATE: Thur , Januar y 24 , 2008 4:29:07 PM .. .. ... ....,... , 3 .. ... f _... . _.. .. ...... .. - O 3 W i ■ O � O ■ O Cr W ° CO W w ■ Q �o C) f � � 0 4) C r- o0w-.Q- (n Z d- i.- W U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01 24 08 TAC SUBMITTAL - o w z w C) Q J O LO DETt -I.L SPECIFICATIONS HO EY MOLEY SAYS , ORDER CF PREFERENCE f! If i.�l� SAFELH 1. CITY,/, TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY, STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. CLIENT NAME: 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECI�FICATIONS. JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET NOTICE, PERMITS SUITE 250 f (317) 344 -7328 - - - - - (317) 344 -7400 AND NOTES © 2007 DeBoy Land Development Services, Inc. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING- THAT ALL PERMITS AND APPROVALS AREA OBTAINED DESIGNED: RCB APPROVED: MLD FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. 11 2. IT SHALL it , BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ITS THE LAW DRAWN: CLH CHECKED BY: CRP THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY SCALE: NTS DATE: 09 -18 -06 CONSTRUCTION. 1 -800- 382 - 554.4. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR TOLL FREE PROJECT NO.� -2006 =0120_ NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY" -`�'� CONSTRUCTION.�j 4. ALL CONSITRUQTION ACTIVITY ON THIS SITE SHALL BE PERFORMED 1N COMPLIANCE WITH APPLICABLE O.S.H.A. i` �;��'' F PER INDIANA STATE LAW IC8- 1- 26.E -�'' STANDARDS FOR WORKER SAFETY. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AG,�INST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 29 BEFORE COMMENCING WORK. 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. .... _._ .......................... ....................... ..... - _............. ......... _ ... - -_.._. ........... _ ........... _ -- ............ _........... _._._......._.__. z , r - - - PROJECT: F: \2006 \2006 0120 12650 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS :.: > _ W H T:d ' PLOTTED BY: CLAUDE L HATFIELD .. . . DATE: Thur , Januar y 24 , 2008 4:29:07 PM .. .. ... ....,... , 3 .. ... f _... . _.. .. ...... .. - eZ DEMOLITION LEGEND DEMOLITION NOTES ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM CL CENTERLINE N/A NOT APPLICABLE CMU CONCMASONRY UNIT O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIA Ci CONTROL JOINT PERP PERPENDICULAR C. 0. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE TRAFFIC SIGNAL M.H. 0 PIPE ELEC. ELECTRICAL FLAG POLE REOD REQUIRED EQ EQUAL DISTANCE co ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD km - (42 Na x SPOT ELEVATION Ff] PAY TELEPHONE —8-31 — CONTOUR (MAJOR) FO FIBER OPTICS —831— CONTOUR (MINOR) G GAS 11=0 AREA LIGHT 1 E ELECTRIC O=U==o AREA LIGHT 2 T TELEPHONE UTILITY POLE W WATER E— GUY ANCHOR SAN SANITARY SEWER TELEPHONE M.H. STM STORM SEWER TELEPHONE RISER CS COMBINED SEWER TRANSFORMER U/C UNDERGROUND wV WATER VALVE O/H OVERHEAD FIRE HYDRANT CONCRETE BUMPER DECIDUOUS TREE DRAINAGE M.H. — 0 6- *CA EVERGREEN TREE (D SANITARY M.H. 0 BUSH CURB INLET X— FENCE ROUND INLET (24" TYP) SI GN SQUARE INLET (24" TYP) 0 TRAFFIC SIGNAL POLE e CLEAN OUT TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD DOOR FLAG POLE co Q km - (42 Na L L coo Cr Co co Via Co 0 L4 Co 14 a CON 0 lie 0 a C L0 LL 1,10 (y) 0 00 J3- 6 Ljj V) z P goo a 0000 wo 0 0 a" 00 D (I *.. 0 T- 00 4 LLJ Lf ) N r"' -Z 0— "o < 6940 006 00 % < F- U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL /08 TAC SUBMITTAL 17"V—J"IA M. I I vi -4 mm—r% f . ... .. .......... .......... tQ i 3o �z. 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CLIENT NAME 2 6100 W. 96TH STREET NOTICE PERMITS SUITE 250 (317) 344-7328 (317) 344-7400 AND NOTES 2007 DeBoy Land Development Services, Inc. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED DESIGNED: RCB FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. DRAWN: CLH CHECKED BY: CRP 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S THE LAW" THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY SCALE: 1 30' DATE: 09-18-06 CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR PROJECT NO.: 2006-0120 NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE NORTH PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. PER INDIANA STATE LAW IC8-1-26. IT IS AGAINST THE LAW TO EXCAVATE 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE WITHOUT NOTIFYING THE UNDERGROUND EXISTING CONDITION DEMO PLAN MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS SCALE: 1" 30' 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS—BUILT INFORMATION TO THE ENGINEERING/ SURVEYING LETION OF CONSTRUCTION. ._ I .1 I �__\# I � - j "I l €\ � t I 11 11 1 - , t I-- * \ " �\\ , I 1, 1, I � 11 I � � � � 11 � � � 1111711- i11 11 � "\\ `.�' 14" -. \ 33k I- =W-10 "' ,f r `�� �'.�/-� ���* - �� P;,)Xj sty w • I �� 1 1 i istb t� Y i� r^ 't I _a L# .�1r ...� rte, . , - i. •_ . . , � MI_ y ;� 1 t N 'T r E 1� s•- 1 a� 7411 .r r �) I • � 1_ 1 r � f kE l _ • �7 I J s � t 1 _ �.,. tY .� �.. i 1 � L - r IN I r , r / / i. v � r. s r A 1 > y J - t jj ll I I I �1 . r . FV= ..�� � f C � y t- "L � s* j s. 1 r ■ 7 •. ,. 1 1 ■ a r r �� s I / .rR . i i i V W - . 11 IS i • F . t 1 � rs r! 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I "i.oic3li�f� f " ; ^ }ti i 7 �.� f, /�, �`. i f t7�� VG� �� . .. PERP rvuju , 3 C d Ggt, s s C.O. 14 �- tj a f �Vf ir# Lakes- �r i j 3 3 F i 1 S i 3 Sl3��r�e _. 1". A t k . i ,. I•� "' �+ !.o , r 01f 'C U0 — off % a-iw �i� psta3 �i.fJn 3: °+ •i . ._ y w .xs-- `..'- `".......-- _`•`_.,'° a•}t " x :' k �• W DEMO 3 �w _ _. u. f -- e�,. _ i IT u i C �$. r 1'� `�' 7 b -. i 3 '{_ x ..._._....._F .�. .... vkS' a 3 DIAMETER NORTH LOCATION MAP RADIUS NOT TO SCALE - PRELIMINARY PLAT NOTES - PROPERTY LIES IN ZONE -X I F - - I S NOT BEEN VERIFIED. ALL STORM PIPES ARE 12 RCP LOCATION HAS ALL SANITARY PIPES ARE 8 PVC - LOCATION HAS N OT BEEN VERIFIED. - ALL WATER LINES ARE 6" DUCTILE IRON- LOCATION HAS NOT BEEN VERIFIED. BUILDING SET BACK INFORMATION 35 FRONT 10 SIDE 10 REAR 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3 ALL CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SH ALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. SIONS ARE TO THE FACE OF CURB. 4. ALL D IM EN 5. ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EGDE WHERE NEW PAVEMENT FOR A WIDENING OR FOR AUXILIARY L A NE IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. MA 5D BASE ON 7 INCH 8 BINDER ON 3 INCHES H 6 1.5 INCHES HMA 11 SURFACE 0 N 2 ES H MA # WHICHEVER IS GRATER. 0 4 INCHES 2 STONE OR MATCH EXISTING HI INCHES 53 STONE 0 N 1 W 7. 1 MILLING NG WILL 1.5 INCHES H.A.C. 11 RESURFACING FOR THE ENTIRE WIDTH OF THE EXISTING OF THE AUXILIARY LANES ACROSS THE PROPERTY FRONTAGE OR TO THE LIMITS ROADWAY . WHICHEVER IS GREATER. 8. SEE SITE LANDSCAPE PLAN PREPARED BY OTHERS. 9. SEE SHEET C6.0 - C8.0 FOR REOSION CONTROLL PLAN. 10. THE DETENTION FACILITY IS LOCATED UNDERGROUND SEE SHEET C4.0 - C4.1. STREET LENGTH TABLE STREET NAME LENGTH NO NAME STREET 811.97 FT. CLAY CENTER ROAD 338.75 FT. PRELIMINARY PLAT LEGEND /, _: k 3 . I 1. ­... k . .. NEW CONCRETE H. C. HANDICAP R W PAVEMENT t HORZ HORZIONTAL ALT L NAT ALTERNATE D. & U.E. = DRAINAGE AND UTILITY EASEMENT D .0 & S.E. - DRAINAGE UTILITY &SANITARY SEWER EASEMENT R = RADIUS INVERT L = ARC LENGTH ARCHITECTURAL 0 PROPOSED SANITARY MANHOLE BEG PROPOSED STORM MANHOLE I NLET I O Y PROPOSED WATER HYDRANT T X PROPOSED SIGNAGE - - - UNDERDRAIN SUBDIVISION NAME: UNIDENTIFIED ABBREVIATIONS AND EXISTING LEGEND ACCELERATION ACCEL TABLE H. C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT L NAT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL MEC L C A L CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMU M DESCRIBED AS FOLLOWS: N A / NOT APPLICABLE LE C M U CONC MASONRY UNIT O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS P DOWNS OUT REF F NCE RE ERE ELE V ELEVATION RCP REINFORCED CON R CE ETE PIPE ELEC. ELECTRICAL RE OD Q RE U REQUIRED 0 E Q EQUAL DISTANCE Row I H R G T of WAY EX. XI TING E S SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL 0 o• SPOT ELEVATION r PAY TELEPHONE x 831• CONTOUR (MAJOR) FO FIBER OPTICS ........... 831 ............. . CONTOUR MINOR G GAS 0=0 AREA LIGHT 1 E ELECTRIC A REA LIGHT 2 T TELEPHONE UTILITY POLE W WATER E_ GUY ANCHOR SAN SANITARY SEWER 1 T TELEPHONE M.H. 1,T) M ST STORM SEWER ❑ T TELEPHONE RISER CS COMB{NED SEWER TRANSFORMER E U G UNDERGROUND / wv �% WATER VA V L E OVERHEAD O H FIRE HYDRANT 0 CONCRETE BUMPER s DECIDUOUS TREE O D DRAINAGE M.H. 0 EVERGREEN TREE 6» 0 S SANITARY M.H. 0 BUSH CURB INLET X FENCE ROUND INLET 24 TYP --Ir- SIGN SQUARE INLET (24" TYP TRAFFIC SIGNAL POLE LE e CLEAN OUT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD ®. DOOR Q.` FLAG POLE Br-- Brookston silty clay loam TABLE SITE ZONING OWNER/SUBDIVIDER: BROWNING INVESTMENTS LLC. H Ur- E HIGH DENSITY PROJECT AREA 10.0t ACRES PROPOSED � OF LOTS 6100 W. 96th STREET, SUITE 250 POLYETHYLENE VIF VERIFY IN FIELD poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow This poo y g P z , i INDIANAPOLIS, INDIANA 46278 drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and 04 ■ !" 3 z c: ) i O O hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). - Cr 0 W (317) 344 -7328 Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity LEGAL DESCRIPTION BENCHMARK: HAM G -55 �O is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is 11 � I . I 1. - I i REGISTERED SURVEYOR: MIKE DEBOY hydric. Wetness is a management concern for crop production. This soil responds well to the drainage." A PART OF THE SOUTHWEST QUARTER OF SECTION Q A BRONZE PLATE ON A CONCRETE POST 501 SOUTH 9TH ST., SUITE 100 CrA -- Crosby silt loam, 0 to 3 percent slopes 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, PROJECTING 1.5 FT. OUT OF THE GROUND ALONG NOBLESVILLE, INDIANA 46060 DESCRIBED AS FOLLOWS: US319 2.+6 MILES NORTH OF 1 -4659 0.7 MILES SOUTH (317)- 770 -1801 This somewhat poorly drained soil has a seasonal high wotertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to OF 131 st STREET, 83 FEET WEST OF THE 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic BEGINNING AT A STONE ON THE WEST LINE OF SAID CENTERLINE SBL OF US31 AND 19 FEET EAST OF matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. SECTION 1950.48 FEET SOUTH OF THE NORTHWEST THE R/W FENCE AT STATION 409 +00. 2.6 MILES ZONING DESIGNATION: S -1 / RESIDENCE DISTRICT Available water capacity is moderate (6.6 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is u CORNER OF THE SOUTHWEST QUARTER OF SAID NORTH OF I -465. 4.5 to 5.5. Droughtiness and wetness are management concerns for crop production. This soil responds well to file drainage. SECTION 27, RUNNING THENCE EAST 1275.13 FEET MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded TO A STONE ON THE CENTER LINE OF PUBLIC TOTAL AREA: 10.0± ACRES HIGHWAY; THENCE SOUTHEASTERLY ON THE CENTER FLOOD PLAN: ZONE -X, MAP #18057CO206F - FEB. 99 2003 This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to LINE OF SAID PUBLIC HIGHWAY 340.26 FEET TO AN 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content IRON PIN IN THE ROAD; THENCE WEST 1280.23 FEET (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water TO A POINT IN THE WEST LINE OF SAID SECTION, . capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. THENCE NORTH ON SAID WEST LINE 340.26 FEET TO I N OTE Droughtiness and water erosion are management concerns for crop production. THE PLACE OF BEGINNING, CONTAINING TEN (10} ACRES MORE OR LESS. DOCKET NUMBER: 06090037 PP Sh-- Shoals silt loam w• •w •. -w- TA r • Ar.• •r...Tr\ r \. w. •TA wr ...• ♦I • •. /\ SITE DATA TABLE SITE ZONING S -1 PROJECT AREA 10.0t ACRES PROPOSED � OF LOTS 5 LOTS r1__1 e STA =1 +78 E. KOTSANOS PRIMARY PLAT I SCALE: 1 " = 30' MARK J. & MARY ANN F. SAGGESE MICHAEL &PAULA CONROY NORTH NOTE: THE DEVELOPER / OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. m W Q W W 0- _. �; °`., ' `�11111111111111JUJ////,// N I -, ,_ 112/2 0 4z () W 1 V :�, V ! w N 3 co ;:r1_1 i� o._.. ....__w a : C a O W V1at p z , i = a Q �- C� - � W■ 04 ■ !" 3 z c: ) i O O o I J - Cr 0 W ■ , ,. c O a ,,,, i Wi �O I <.� 11 � I . I 1. - I i Q_ 0 0 0 v �L yr 1 J i 3 ' c: e Ina of at � i 69) o _: 1 -- ' d*0 o 4 r O _- _. �; °`., ' `�11111111111111JUJ////,// N I -, ,_ 112/2 .4 is .1 11 N 0 :..,. �=� .:, ., `�� i .; : :: ,% w t - r rr �� ;40 "(./ �i .. , ­0 - ­- � .... 1. � - � 1. _­.. �.. p .e. _.- �" I , ;k < ,< , ­! ­Ik_ ­_ ;:r1_1 i� I � �. . . . y­.- .1'', I'.. ." 3 - ." 1 e �,2 - __ ire / \J 'a p z I- ::` - N Z � r t� = a Q �- C� - � D (� 0 pz ,:Z:, V W •, CL 'r,,, L,� Q` ��`��`\\ J 11 ,,,,, iy ,,,, � / //JJr n l l l 11111111 I <.� 11 � I . I 1. - 1, . � .,.-. �..�_ - J DATE DESCRIPTION 01/18 08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL 1. 1. 1. 1. 0 C/)-",�,.�.��.�...'�:�.�,-�-�.11-1�l.-.�.�..�... ..._­...._­­ > .,. 11­_;� .. , ­0 - ­- � .... 1. � - � 1. _­.. �.. p 111111111111111111111111111111l I ., � I ...� .. .. .1 . V., ...., ­­'. 11� I � �. . . . y­.- .. w � :._ ... ... - �, '. I . ,. z V D g V <.. o J 11 N g I <.� 11 � I . I 1. - 1, . � .,.-. �..�_ - J ... .. ­.. .,� .. � ..­., , �. .. . . 1. J >*M Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1 " = 30' DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 OF 29 a € 3 i.i DEIED B110(1IN" 3(:) �, PAGF 12 1 UIN L 1�) 0 o + - 1I { Q V) ,� / UTILITY EASEMNT4' ACCELERATION A n ` `sz:,- ..- -..'' ADJACENT HORZ ALT ALTERNATE - . --—�- APPROXIMATELY INV ARCH ARCHITECTURAL M.H. . .. - .. BEGINNING . TREE :PRESERVATION . 'AREA 1 BUILDING MECH CAL CALIPER M.E.G. CIP ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. ADJ ADJACENT HORZ ALT ALTERNATE ID APPROX APPROXIMATELY INV ARCH ARCHITECTURAL M.H. BEG BEGINNING MAX BLDG BUILDING MECH CAL CALIPER M.E.G. CIP CAST IN PLACE MIN q CENTERLINE N/A CMU CONC MASONRY UNIT O.C. CONC CONCRETE OD CJ CONTROL JOINT PERP C. 0. CLEAN OUT P.O.B. DECEL DECELERATION PVC DEMO DEMOLITION PVMT DIA DIAMETER R DS DOWNSPOUT REF ELEV ELEVATION RCP ELEC. ELECTRICAL READ EQ EQUAL DISTANCE ROW EX. EXISTING SAN EJ EXPANSION JOINT SLCPP FOW FACE OF WALL SPECS FFE FINISH FLOOR ELEV SQ FT FOOT STA GUTTER FLOWLINE ELEV STORM HT HEIGHT TYP HDPE HIGH DENSITY POLYETHYLENE VI F HANDICAP HORZIONTAL INSIDE DIA INVERT MANHOLE MAXIMUM MECHANICAL MATCH EXISTING GRADE MINIMUM NOT APPLICABLE ON CENTER OUTSIDE DIA PERPENDICULAR POINT OF BEG POLYVINYL CHORIDE PAVEMENT RADIUS REFERENCE REINFORCED CONCERETE PIPE REQUIRED RIGHT OF WAY SANITARY SMOOTH LINED CORRUGATED PLASTIC PIPE SPECIFICATIONS SQUARE STATION STORM SEWER TYPICAL VERIFY IN FIELD �o SPOT ELEVATION x 83t • CONTOUR (MAJOR) ......•••• . 831............•• CONTOUR (MINOR) p=u AREA LIGHT 1 0=0=0 AREA LIGHT 2 UTILITY POLE �— GUY ANCHOR TELEPHONE M.H. ED TELEPHONE RISER 91 TRANSFORMER WV WATER VALVE X FIRE HYDRANT • DECIDUOUS TREE 8» o EVERGREEN TREE s' BUSH X FENCE —s— SIGN O TRAFFIC SIGNAL POLE ® TRAFFIC SIGNAL M.H. Ach... DOOR SITE LEGEND O NEW SANITARY STRUCTURE NCO NEW SANITARY SEWER CLEANOUT D NEW STORM SEWER INLET a NEW PIPE END SECTION >00- NEW SWALE FLOWLINE W WATER NEW CONCRETE SANITARY SEWER STM R/W PAVEMENT CS COMBINED SEWER U/G NEW ASPHALT PAVEMENT GD CD 0 0 0 0 0 0 SITE NOTES NEW ASPHALT PAVEMENT NEW 4" CONCRETE SIDEWALK (5' WIDE) NEW 10' ASPHALT MULTI USE PATH NEW 6" CONCRETE CURB NEW SIDEWALK RAMP NEW CONCRETE INLET COLLAR NEW PAVEMENT MARKINGS NEW TIMBER BRIDGE; BY OTHERS 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB. SITE DATA TABLE SITE ZONING S -1 PROJECT AREA 10.0t ACRES NUMBER OF LOTS 5 DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE .. .. .. �� ._.mss -- 5 � - 3j/-`W1 .?Y""3 I`- v ^.•+t .. -• � . .:..,,.. t .rte: �' _''`► �. `.< "" . : ' A `-�;' •-.,�, - "'"`.°�,...� w. r � ����..� , �. -F, =� � � _. „x .; � ,, � � •� - ,�,.� : � -_, .. � << .,�ti^ ,� . _ ,,,. _ ; 1. I TY TOWN STANDARD DRAWINGS AND SPECIFICATION . *"�, ,r fir.,- 1� f _ .;�a( -M •.....�.3 .,� ;,;-�" / -.... �� / _ sue., :.. a A.. � s � .. :. w .• " ../ { w,.. E = „rte' pfJ ' J u3 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. - '""'"''T°a �”- �1 ..i }S. .t:�";' i..j� L^.-^o 1 2 _� �:e*.,� a -. :-.�.� r.= .r,�^ -�•. `i,- .+-.s. i. t -- •,_,.,. ..- �.^� s w�e,� ...,,,.�+p � �' �..- sk::r'"'s� ,.s. �- �..�y -� V ,} v' g "`�..i >�., '�. -- j .,;R.� ``; �- g -�tla �'w.;�..•„' � ^+�,,.,,✓�'',�"�,..• -+''° � ^w."'.. »,� L - - -„ •..,'Y f i._�s 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. fs, ?�••� j' 1.�, --'�• i i !"� f'`�' �i""•rw�.y'''i iT " 1, qd` .i; �w,�t,., -/ ..,� ! i �, s.y . ,,,•„+ tia,._. �" �,�,..,.. 'i...�..✓ •w ��- ...,% "'+..r'ti'. '�e. r� �....f I fc 4 ^�� +F} ..� _ 's•✓'o ,# ,.,;,'°- „ ».,. --`.. i •' � c T i' 5 TEN STATE STANDARDS -R ' -Mag— _Nail,: - -Found =° 6. SITE ENGINEERS STANDARD DRAWINGS AND SPECIFICATIONS. :..a i, w^` i y.S } _ „fs�w'` 1 .aS 'd...-held w -�. I "I �. 1— 1w iv _ i ^- F �+ .11l_ �-_- .' - an P C 1 SL`E � ,-3. , ._ - ;.�:.� 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND t �•�-�= � 11 � `� SPECIFICATIONS. F =,g PUD = 1 iL-4 NOTICE PERMITS i 1+' ^v. "{�....,, -.. ✓ jai's A. ' AND NOTES SITE PLAN -AREA A SCALE: 1: 30_XREF NORTH NOTE: THE DEVELOPER/ R / OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE E YOR FOR THE DEVELOPER ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. "DIG SAFELY" ir r PAY TELEPHONE FO FIBER OPTICS G GAS E ELECTRIC T TELEPHONE W WATER SAN SANITARY SEWER STM STORM SEWER CS COMBINED SEWER U/G UNDERGROUND 0/H OVERHEAD o CONCRETE BUMPER Q) DRAINAGE M.H. QS SANITARY M.H. NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CURB INLET ® ROUND INLET (24" TYP) ® SQUARE INLET (24" TYP) e CLEAN OUT 4 PIPE BOLLARD Q� FLAG POLE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. m STANDARDS FOR WORKER SAFETY. PER INDIANA S f A 1E LAW ICS -1 -16. O ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND Q COMMENCING CONSTRUCTION. W 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS —BUILT INFORMATION TO THE ENGINEERING/ SURVEYING a DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE .. .. .. �� ._.mss -- 5 � - 3j/-`W1 .?Y""3 I`- v ^.•+t .. -• � . .:..,,.. t .rte: �' _''`► �. `.< "" . : ' A `-�;' •-.,�, - "'"`.°�,...� w. r � ����..� , �. -F, =� � � _. „x .; � ,, � � •� - ,�,.� : � -_, .. � << .,�ti^ ,� . _ ,,,. _ ; 1. I TY TOWN STANDARD DRAWINGS AND SPECIFICATION . *"�, ,r fir.,- 1� f _ .;�a( -M •.....�.3 .,� ;,;-�" / -.... �� / _ sue., :.. a A.. � s � .. :. w .• " ../ { w,.. E = „rte' pfJ ' J u3 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. - '""'"''T°a �”- �1 ..i }S. .t:�";' i..j� L^.-^o 1 2 _� �:e*.,� a -. :-.�.� r.= .r,�^ -�•. `i,- .+-.s. i. t -- •,_,.,. ..- �.^� s w�e,� ...,,,.�+p � �' �..- sk::r'"'s� ,.s. �- �..�y -� V ,} v' g "`�..i >�., '�. -- j .,;R.� ``; �- g -�tla �'w.;�..•„' � ^+�,,.,,✓�'',�"�,..• -+''° � ^w."'.. »,� L - - -„ •..,'Y f i._�s 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. fs, ?�••� j' 1.�, --'�• i i !"� f'`�' �i""•rw�.y'''i iT " 1, qd` .i; �w,�t,., -/ ..,� ! i �, s.y . ,,,•„+ tia,._. �" �,�,..,.. 'i...�..✓ •w ��- ...,% "'+..r'ti'. '�e. r� �....f I fc 4 ^�� +F} ..� _ 's•✓'o ,# ,.,;,'°- „ ».,. --`.. i •' � c T i' 5 TEN STATE STANDARDS -R ' -Mag— _Nail,: - -Found =° 6. SITE ENGINEERS STANDARD DRAWINGS AND SPECIFICATIONS. :..a i, w^` i y.S } _ „fs�w'` 1 .aS 'd...-held w -�. I "I �. 1— 1w iv _ i ^- F �+ .11l_ �-_- .' - an P C 1 SL`E � ,-3. , ._ - ;.�:.� 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND t �•�-�= � 11 � `� SPECIFICATIONS. F =,g PUD = 1 iL-4 NOTICE PERMITS i 1+' ^v. "{�....,, -.. ✓ jai's A. ' AND NOTES SITE PLAN -AREA A SCALE: 1: 30_XREF NORTH NOTE: THE DEVELOPER/ R / OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE E YOR FOR THE DEVELOPER ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. "DIG SAFELY" ir r O -- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR W h VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED mom it `- •mow+ 3 i FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES L - 2. PRIOR TO STARTING ANY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE i! "IT'S THE LAW W THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG O Co �• VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY Boa CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR Clio 3 NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE 9 THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY O CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA S f A 1E LAW ICS -1 -16. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS —BUILT INFORMATION TO THE ENGINEERING/ SURVEYING .. COMPANY UPON COMPLETION OF CONSTRUCTION. -- <z .f :.; OA 0 O W 3 V ®vim j w t1j W h w mom it `- •mow+ 3 i N L - CL C �� • Qq W Cr CO o L0 O Co �• O Boa Q J Clio 3 9 O -- <z .f :.; OA 0 Q � w :- Z o Q �: o z �LLJ .• LLJ CL Q 0 0 PRA %���`� J U U) o L0 DATE DESCRIPTION 01/18/08 cirY sueMirraL 01/24/08 TAC SUBMITTAL EPT! �1� 0 Q UJ Q J Uj I-- (n CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C2 no OF 29 r. i — — .. ;. � =, ': PROJECT: F:\2006\2006-0120 12650 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS i - A.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Thurad", Ja n uary 24, 2008 4 :32:53 P M Q � w z �LLJ Q Q J U o L0 W Q J EPT! �1� 0 Q UJ Q J Uj I-- (n CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C2 no OF 29 r. i — — .. ;. � =, ': PROJECT: F:\2006\2006-0120 12650 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS i - A.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: Thurad", Ja n uary 24, 2008 4 :32:53 P M < r C \l� U- V) � 1 V) wl C J ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. ADJ ADJACENT HORZ ALT ALTERNATE ID APPROX APPROXIMATELY INV ARCH ARCHITECTURAL M.H. BEG BEGINNING MAX BLDG BUILDING MECH CAL CALIPER M.E.G. CIP CAST IN PLACE MIN SANITARY M.H. CENTERLINE N/A CMU CONC MASONRY UNIT O.C. CONC CONCRETE OD CJ CONTROL JOINT PERP C.O. CLEAN OUT P.O.B. DECEL DECELERATION PVC DEMO DEMOLITION PVMT DIA DIAMETER R DS DOWNSPOUT REF ELEV ELEVATION RCP ELEC. ELECTRICAL REQD EQ EQUAL DISTANCE ROW EX. EXISTING SAN EJ EXPANSION JOINT SLCPP FOW FACE OF WALL SPECS FFE FINISH FLOOR ELEV SQ FT FOOT STA GUTTER FLOWLINE ELEV STORM HT HEIGHT TYP HDPE HIGH DENSITY �._- �L -� POLYETHYLENE VIF G) P. f' r' 20' D.& E. EASEMENT ff SITE PLAN. -AREA B SCALE: 1: 30_XREF Nk•: l HANDICAP HORZIONTAL INSIDE DIA INVERT MANHOLE MAXIMUM MECHANICAL MATCH EXISTING GRADE MINIMUM NOT APPLICABLE ON CENTER OUTSIDE DIA PERPENDICULAR POINT OF BEG POLYVINYL CHORIDE PAVEMENT RADIUS REFERENCE REINFORCED CONCERETE PIPE REQUIRED RIGHT OF WAY SANITARY SMOOTH LINED CORRUGATED PLASTIC PIPE SPECIFICATIONS SQUARE STATION STORM SEWER TYPICAL VERIFY IN FIELD <91 4�p � SPOT ELEVATION x 831 CONTOUR (MAJOR) •••••••••••831............•• CONTOUR (MINOR) p==a AREA LIGHT 1 E1=0=0 AREA LIGHT 2 rr), UTILITY POLE E-- GUY ANCHOR TELEPHONE M.H. 111 TELEPHONE RISER lil TRANSFORMER WV WATER VALVE FIRE HYDRANT • DECIDUOUS TREE a' o EVERGREEN TREE 6" BUSH X FENCE SIGN O TRAFFIC SIGNAL POLE ® TRAFFIC SIGNAL M.H. .Ath,. DOOR SITE LEGEND © NEW SANITARY STRUCTURE *CO NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET ® NEW PIPE END SECTION > 0 0 NEW SWALE FLOWLINE NEW CONCRETE SITE NOTES 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB. SITE DATA-TABLE NEW ASPHALT PAVEMENT S -1 PROJECT AREA NEW ASPHALT PAVEMENT Q NEW 4" CONCRETE SIDEWALK (5' WIDE) O NEW 6" CONCRETE CURB 0 NEW SIDEWALK RAMP 0 NEW TIMBER BRIDGE SITE NOTES 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB. SITE DATA-TABLE SITE ZONING S -1 PROJECT AREA 10.0f ACRES NUMBER OF LOTS 5 DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" i •.,.d - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED ffr FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES 1'r PRIOR TO STARTING ANY CONSTRUCTION. ff 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S THE LAIN THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE ! CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY f CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR NOTE: THE DEVELOPER / OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO / SURVEYOR FOR THE DEVELOPER OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, APPROVED SET OF P SPECIFICATIONS FOR THIS PLANS AND SPEC BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AN AN ALSO R CITY TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, MET D O PER / SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT SPECIFICATIONS. MEET THE FORESAID CRITERIA. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8-1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. .. t PAY TELEPHONE FO FIBER OPTICS G GAS E ELECTRIC T TELEPHONE W WATER SAN SANITARY SEWER STM STORM SEWER CS COMBINED SEWER U/G UNDERGROUND 0/H OVERHEAD Q CONCRETE BUMPER QD DRAINAGE M.H. (D SANITARY M.H. CURB INLET ® ROUND INLET (24" TYP) ® SQUARE INLET (24" TYP) A CLEAN OUT ® PIPE BOLLARD .� Boa ON FLAG POLE m W Q O W DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" i •.,.d - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED ffr FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES 1'r PRIOR TO STARTING ANY CONSTRUCTION. ff 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S THE LAIN THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE ! CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY f CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR NOTE: THE DEVELOPER / OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO / SURVEYOR FOR THE DEVELOPER OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, APPROVED SET OF P SPECIFICATIONS FOR THIS PLANS AND SPEC BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AN AN ALSO R CITY TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, MET D O PER / SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT SPECIFICATIONS. MEET THE FORESAID CRITERIA. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8-1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. .. t DATE DESCRIPTION 1 01/18/08 I CITY SUBMITTAL 1 01/24/08 1 TAC SUBMITTAL 0 O p L U wN � ..; Or) 0 2 co V L o j V) N Gj I �~h N � 'ZZ,�� Z Ei 1 '"111ff11tt0�� Q (n J Z ago a co f W 1 CP Co O ,• p . W Co3 p .� Boa ON O DATE DESCRIPTION 1 01/18/08 I CITY SUBMITTAL 1 01/24/08 1 TAC SUBMITTAL 0 p LO � ..; Or) 0 2 z V oos m %�� '•v� dr j V) N Gj U W •� N � 'ZZ,�� 1 '"111ff11tt0�� Q (n J DATE DESCRIPTION 1 01/18/08 I CITY SUBMITTAL 1 01/24/08 1 TAC SUBMITTAL 0 I� r r.1 Uj CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C2U1 OF 29 . 50 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS PROJECT: F• 2006 \2006 0120 126 ; :.: DWG: C2.1 SITE PLAN AREA B.dwg PLOTTED BY: CLAUDE L. HATFIELD :...... 3 .... DATE. Thur January 24, 2008 4:33:17 PM ... sd�ep Y p � W z V U ao J N W Q J I� r r.1 Uj CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C2U1 OF 29 . 50 Clay Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS PROJECT: F• 2006 \2006 0120 126 ; :.: DWG: C2.1 SITE PLAN AREA B.dwg PLOTTED BY: CLAUDE L. HATFIELD :...... 3 .... DATE. Thur January 24, 2008 4:33:17 PM ... sd�ep Y M Ste$ 890 885 875 870. I 1 865. 860. 855. w O i plc ROAD PLAN - CENTER ACCESS D SCALE: 1" = 30' f fJl� t ABBREVIA ACCEL ACCELERATION H.C. ADJ ADJACENT HORZ ALT ALTERNATE ID APPROX APPROXIMATELY INV ARCH ARCHITECTURAL M.H. BEG BEGINNING MAX BLDG BUILDING MECH 20' D.& E. EASEMENT CAL CALIPER M.E.G. ._ CIP CAST IN PLACE MIN �F CENTERLINE N/A CON C M A SO NRY UNIT O C . C M U 19.77' CONC CONCRETE OD CJ CONTROL JOINT PERP C.O. CLEAN OUT P.O.B. olilliiiillllllllllllIIIIIIIIIIIIIIIIIIIIIIililliiiiiiiiiiI i DECEL DECELERATION PVC 883'7 w> DEMO DEMOLITION PVMT 883.28 k' W DIA DIAMETER R Z=163.09 1 w DS DOWNSPOUT REF 83.43 � R -5 0 >- W : � 82.93 jTA ELEV ELEVATION $ $Ad -- ION RCP Cl) 84.40 j ELEC. ELECTRICAL REQD \ 884 88 J EQ EQUAL DISTANCE ROW $B4,38 G�69 40 EX. EXISTING SAN ct- Q�'/ EJ EXPANSION JOINT F SLCPP FOW FACE OF WALL �F FFE FINISH FLOOR ELEV SPECS F Iq FT FOOT SQ SF�LI\ STA /Vl GUTTER FLOWLINE ELEV D ND EXISTING L HANDICAP h`O HORZIONTAL X��° SPOT ELEVATION ® PAY TELEPHONE INSIDE DIA 831- CONTOUR (MAJOR) FO FIBER OPTICS INVERT ........... 831 ••- •••••••.••• CONTOUR (MINOR) G GAS MANHOLE p=:C3 AREA LIGHT 1 E ELECTRIC MAXIMUM MECHANICAL 0=0=0 AREA LIGHT 2 T TELEPHONE MATCH EXISTING GRADE 7' UTILITY POLE W WATER MINIMUM E- GUY ANCHOR SAN SANITARY SEWER NOT APPLICABLE �; TELEPHONE M.H. STM STORM SEWER ON CENTER p TELEPHONE RISER CS COMBINED SEWER OUTSIDE DIA 0 TRANSFORMER U/G UNDERGROUND PERPENDICULAR wV WATER VALVE 0/H OVERHEAD POINT OF BEG POLYVINYL CHORIDE � FIRE HYDRANT o CONCRETE BUMPER PAVEMENT • , DECIDUOUS TREE © DRAINAGE M.H. RADIUS 6. EVERGREEN TREE Q SANITARY M.H. REFERENCE BUSH E5 CURB INLET REINFORCED CONCERETE X FENCE PIPE (D ROUND INLET (24" TYP) REQUIRED --wl- SIGN ® SQUARE INLET (24" TYP) RIGHT OF WAY 0 TRAFFIC SIGNAL POLE A CLEAN OUT SANITARY SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD PLASTIC PIPE Adhh.. DOOR n FLAG POLE SPECIFICATIONS SQUARE m STATION 0 w STORM STORM SEWER Q HT HEIGHT :,... w ��" iii° 0.. MGM. TYP TYPICAL w HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD bleftyffin N89* 13' 41"E N89' 13' 41 "E •t t 75.0 35.0 0 E3 a SITE NOTES_ SITE LEGEND NEW SANITARY STRUCTURE NEW STORM SEWER INLET NEW PIPE END SECTION 1. SEE SHEET "C10.0" AND NOBLESVILLE STANDARD DETAILS FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. REFER TO NOBLESVILLE STANDARD DETAILS FOR ALL PUBLIC IMPROVEMENTS 4.1 11.0' 2% - 10.0• 4:1 -2% - 11.0' 2% - 4:1 4:1 ROAD BECTON DETAIL SPECIFICATIONS ORDER OF PREFERENCE >O.O 1 . CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. >5.o NOTIr.F PFRKAIT.q AND NOTES HOLEY MO LEY SAYS "DIG SAFELY" LO LL- •'��- V • 0 • • A - a o q LLj -• Z o Q o o 00 0 pig 0 ��� /lflflllll U) DATE DESCRIPTION /18/08 CITY SUBMITTAL /24/08 TAC SUBMITTAL v O ................. 1 ? I V ®� ,. ., cy � LL- ON z V 7 _.._ ...._. ........ ......_.. _.. ? I � U - o LO J `N° O CO o� Cr q co : CO r W0001'. ? ; FA _..,.... ft "' ®� O t to a VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED O LO LL- •'��- V • 0 • • A - a o q LLj -• Z o Q o o 00 0 pig 0 ��� /lflflllll U) DATE DESCRIPTION /18/08 CITY SUBMITTAL /24/08 TAC SUBMITTAL LLJ I 0 (I J i DI �I Q J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. 77 3 ................. 1 ? i O ry � w z V 7 _.._ ...._. ........ ......_.. _.. ? g � U - o LO J `N° L1.1 854• : J LLJ I 0 (I J i DI �I Q J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. 77 3 ................. 1 ? i ............_.:............ ,............................_:... ............................... _ ..................._... .... .......... .........: _......... _. _ :............_.- ............ _ ...:.............__.,.......... ? _... 7 _.._ ...._. ........ ......_.. _.. ? tt. i 3 1. I Ht UUN I RACTOR SHALL BIBLE FOR OBTAINING OR 854• : ? ; ...._w ................ I _..,.... "' -. VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES DESIGNED: RCB APPROVED: MLD O OO 1+00 Z OO 3 OO 4 00 5 00 6 00 5O. PRIOR TO STARTING ANY CONSTRUCTION. "� 00 CD 0' `n o 0 o rn d- 0 o ° 0) 00• r `n rn �- ►'� N N N ''� r? o r? op '-' o L 7+00 8+00 9+00 1 0 00 11 00 11 2. 41 IT SHALL BE THE CONTRACTOR'S R ESPONSIBILITY TO DETERMINE �� ITS TIE LAW" DRAWN: CLH CHECKED BY: CRP o 00 M o r� LO N rn 0 r o o rn rn rn o rn 00 o d- 0 0 � CO r 00 CO o r. THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE cV CV cV co 00 t` 00 00 co 0o Oo Oo I\ O 06 co co co co co c0 00 00 0o ao 00 co co 00 tfj c0 co co co cD 00 00 to co 00 co (� Qi .-- co co co co �. cD cn co 00 00 00 00 N N �. M CO Oo I� f� oo trj �' �. d' �- t� I� �n cfj 1� CO �n I� �'` � • � f� ap 00 00 r� 0° r• 00 I� 00 00 � ^ co t` r\ ^ ri r, 00 00 mot• 00 00 rn o •- a0 rn co N of • M o N o . N o ._ I co 1-! N N M VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1:50 XREF DATE: 09 -18 -06 00 0o 00 00 00 00 00 00 CO � � ao � oo � 00 � 00 � 00 � Oo0 Oo O0 0o ao � oo � 00 � Oo ao 00 O0 � Oo oo � 00 Op � 00 00 � 0 ao � ao �. 00 � 0o ao � co 00 � o 00 00 � 00� co � � � CO 00 p CO 00 ao 00 r. r. 00 00 00 Oo 0° 00 N N � � 00 N 00 M ao C 0 N S TR U C TI O N . _ 800 382 5544 - CO CO ao Oo 0000 � � � � 00 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 THE RESPECTIVE UTILITY COMPANIES, PRmR_ TO STA.R.TI.kLr- pew CE TERLINE ACC�-bb DRIV CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE =�' =yam PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. y - - - - ROAD PROFILE - CENTER 5. STANDARDS FOR WORKER SAFETY. ALL CONTRACTOR S SHALL BE REP PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST T HE LAW TO o ,� - S ONSIBLE FOR OBTAININ T G HE EX CAVATE _ SCALE HORIZONTAL: 1" = 50' MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2 WORKING DAYS ; SCALE VERTICAL: 1" = 5' 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. NOTE: THE DEVELOPER OWNER AND THE / ENGINEER / NO • NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO _ > - SURVEYOR FOR THE DEVELOPER OWNER ARE / ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS COORDINATE ATE WITH PROJECT ENGINEER G NEER TO INSURE THE CONTRACTOR HAS THE MOST CURRENT, COMPLETE, ,:..::. , ::.. .;. ; : _ ....::,. � � �� � � _,_...,.,, ,_:; _ ... _. ,...:.: �� � °�� � - � - � �- �- �' '� > � _ - ,- , „ - � � _. _ � ..... , .::.: :.. PROJECT• F• 2006 \2006 0120 12650 Clay Center Rd Y DWG: c2.3 ROAD -PLAN AND PROFILE.dwg Subdivision r ` B ownin Investments ENGINE 9 \ ERING \DRAWINGS - BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS -: - HATFIELD AJan L M ET AND ALSO PER CITY /TOWN STANDARDS AND SPECIFICATIONS. PR PROJECT. ENGINEER NEER DOES NOT ACCEPT RESPONSIBILITY SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT - DATE: Thur, sdcrp►, January 24, 2008 4:33:54 PM _ - -- - MEET THE FORESAID CRITERIA. te, \� k � ABBREVIATIONS AND EXISTING LEGEND 20' D.& E. EASEMENT SITE GRADING PLAN -AREA B SCALE: 1: 30 —XREF (3) f fir w .. w l s t U NORTH Q NOTE: THE DEVELOPER OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. ACCEL ACCELERATION H.C. ADJ ADJACENT HORZ ALT ALTERNATE ID APPROX APPROXIMATELY INV ARCH ARCHITECTURAL M.H. BEG BEGINNING MAX BLDG BUILDING MECH CAL CALIPER M.E.G. CIP CAST IN PLACE MIN CL CENTERLINE N/A CMU CONC MASONRY UNIT O.C. CONC CONCRETE OD CJ CONTROL JOINT PERP C.O. CLEAN OUT P.O.B. DECEL DECELERATION PVC DEMO DEMOLITION PVMT DIA DIAMETER R DS DOWNSPOUT REF ELEV ELEVATION RCP ELEC. ELECTRICAL REQD E EQUAL DISTANCE ROW EX. EXISTING SAN EJ EXPANSION JOINT SLCPP FOW FACE OF WALL SPECS FFE FINISH FLOOR ELEV SQ FT FOOT STA GUTTER FLOWLINE ELEV STORM HT HEIGHT TYP HDPE HIGH DENSITY POLYETHYLENE VIF HANDICAP HORZIONTAL INSIDE DIA INVERT MANHOLE MAXIMUM MECHANICAL MATCH EXISTING GRADE MINIMUM NOT APPLICABLE ON CENTER OUTSIDE DIA PERPENDICULAR POINT OF BEG POLYVINYL CHORIDE PAVEMENT RADIUS REFERENCE REINFORCED CONCERETE PIPE REQUIRED RIGHT OF WAY SANITARY SMOOTH LINED CORRUGATED PLASTIC PIPE SPECIFICATIONS SQUARE STATION STORM SEWER TYPICAL VERIFY IN FIELD ° SPOT ELEVATION x s31 • CONTOUR (MAJOR) ......•••• • 831 • •••.......•• • CONTOUR (MINOR) E=0 AREA LIGHT 1 E3=0=0 AREA LIGHT 2 UTILITY POLE T GUY ANCHOR TELEPHONE M.H. ID TELEPHONE RISER 91 TRANSFORMER WV WATER VALVE FIRE HYDRANT • DECIDUOUS TREE 8" EVERGREEN TREE 6" BUSH X FENCE SIGN O TRAFFIC SIGNAL POLE ® TRAFFIC SIGNAL M.H. �. DOOR SITE GRADING LEGEND O C.O. E3 >00 9 aTOP OF CURB ELEV. GUTTER ELEV. 1.00% GRADING NOTES. NEW SANITARY STRUCTURE NEW SANITARY SEWER CLEANOUT NEW STORM SEWER INLET NEW PIPE END SECTION NEW SWALE FLOWLINE NEW SPOT ELEVATION NEW GRADE Rl PAY TELEPHONE FO FIBER OPTICS G GAS E ELECTRIC T TELEPHONE W WATER SAN SANITARY SEWER STM STORM SEWER CS COMBINED SEWER U/G UNDERGROUND 0/H OVERHEAD IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CONCRETE BUMPER ® DRAINAGE M.H. Q SANITARY M.H. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CURB INLET (D ROUND INLET (24" TYP) ® SQUARE INLET (24" TYP) f5 CLEAN OUT 4 PIPE BOLLARD "1. FLAG POLE STANDARDS FOR WORKER SAFETY. m 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE D MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS Q ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. W COMPANY UPON COMPLETION OF CONSTRUCTION. GRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. & CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. DETAIL SPECIFICATIONS— HOLEY MOLEY SAYS ORDER OF PREFERENCE_ 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEERS STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR W V �' ,• N VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED Wad FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES 2. PRIOR TO STARTING ANY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IT'S THE LAW Q THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG U VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY Z Qq ' CONSTRUCTION. 1 -800- 382 -5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR LU NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. �. NL!L iiv�� JTDI�i vT�i v�� kz; �II PJ '' PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL O Q W V �' ,• N _ �.i G ' Wad w z Q - z Q 00 o � % W U C Z Qq ' Kid 0 - J ' �O�•O 1!1111111 LU C� Co all 3 Q J �O� '' i o it O Q DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL \ �x .•••••�. p _ �.i G ' Q�] w z =a. (n Z - z Q 00 o � % 0 ?•- U m 0: `�� w � N 4Z, Uj W * 40P pp RpF ��x 1!1111111 J � U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL r D C� W CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE. 1.30 XREF DATE. 09 -18 -06 PROJECT NO.: 2006 -0120 C3ml OF 29 - - Clay Rd Subdivision Browning Investments E NGINEERING D RAWNGS J — AREA B.dwg PLOTTED BY. CLAUDE L HATFIELD _.._. DATE: Thu racfey, January 24, 2008 4:34:54 PM i p Q�] w z Q } Q U Q J o LO N Uj Q J r D C� W CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE. 1.30 XREF DATE. 09 -18 -06 PROJECT NO.: 2006 -0120 C3ml OF 29 - - Clay Rd Subdivision Browning Investments E NGINEERING D RAWNGS J — AREA B.dwg PLOTTED BY. CLAUDE L HATFIELD _.._. DATE: Thu racfey, January 24, 2008 4:34:54 PM � .=1 I f7-�'�, L-17 I L::--,! " I t"�v STORM STRUCTURE* TABLE STRUCTURE CASTING / INVERT INVERT CASTING STRUCTURE STRUCTURE NAME I GUTTER ELEV. I IN I OUT I TYPE I TYPE DETAIL STR -01 866.17 12 �� RCP NE. = 864.50 CLASS R-3287-10V END SECTION SEE STORM DETAILS STR -02 870.97 12" RCP E. = 868.30 12" RCP SW. = 864.90 R- 3287 -10V TYPE M -CURB INLET SEE STORM DETAILS - STR 03 873.16 0.38 � " 869.09 12 RCP W. - - R 3287 10V TYPE M - CURB INLET SE E STORM DETAILS STR -04 866.48 12" ? ?? W. = 864.81 ? ?? R- 3287 -10V END SECTION SEE STORM DETAILS - 5 STR 0 871.07 " 12 ? ?? W. = 864.91 " 12 ? ?? E. = 864.91 - R 1772 CONTECH - STORM FILTER S ORM DETAILS SEE T STR -06 871.07 12" ? ?? W. = 864.97 12" ? ?? E. = 864.97 R -1772 CONTECH - CD2 UNIT SEE STORM DETAILS STR -07 866.48 864.81 12" ? ?? W. = 864.81 - R 1772 E N D SECTION SEE STORM DETAILS STR -08 866.68 12" ? ?? E. = 865.00 12" ? ?? S. = 865.00 R -1772 TYPE K - STORM M.H. SEE STORM DETAILS STR -09 871.07 12" RCP W. _ 865.02 " R -1772 DIVERSON STR SEE STORM DETAILS 864.97 12" 12 RCP W. 865.02 ? ?� - 12 ... E. 865.02 - STR 10 - S 09 TR RCP 0.509 865.08 12" ??? N. = 865.02 12 " 11 III STR -11 STR -10 871.07 12" U.D.S. -CMP NW. = 865.08 12" RCP E. = 865.08 R -1772 U.D.S. MANWAY SEE STORM DETAILS STR -11 870.96 60" U.D.S. - CMP SW. = 865.09 12" U.D.S. - CMP SE. = 865.09 R- 3287 -10V TYPE M -CURB INLET SEE STORM DETAILS STR -12 -1 ..... .. . ................ ­­ ...... I., .... .. I—, -------- ...... 873.72 � ......... ­ . ........... � ....... %� ... �­ ........ . . � ............ -.­­...11 60" U.D.S. - CMP SW. = 865.12 --- 1­11 ................. ­­­%%.1 . . .................. ­­1 --- ­­­ ...... � ... ............. %­­­� .......... ­..111­­­-­ ­- ­­ .... ..... � 60" U.D.S. - CMP NE. = 865.12 .... 1-11 --- � .... .......... .... I .... "....'­ .... .. ­­ .... 11­.,.­,....­-­­­ ... %­­% ............. R- 3287 -10V TYPE M - CURB INLET SEE STORM DETAILS STR -13 875.66 60" U.D.S. - CMP W. = 865.14 60" U.D.S. - CMP NE. = 865.14 R- 3287 -10V TYPE M - CURB INLET SEE STORM DETAILS STR -14 876.17 60" U.D.S. - CMP W. = 865.16 60" U.D.S. - CMP E. = 865.16 R- 3287 -10V TYPE M - CURB INLET SEE STORM DETAILS STR -15 874.81 60" U.D.S. - CMP W. = 865.19 60" U.D.'S. - CMP E. = 865.19 R- 3287 -10V TYPE M - CURB INLET SEE STORM DETAILS STR -16 881.41 I 60" U.D.S. - CMP E. = 865.26 . R- 3287 -10V TYPE M - CURB INLET SEE STORM DETAILS �. M x kj i !­ ��, P.C. 1, SLICALE 141-: \` - - STORM PIPE DATA TABLE UP STREAM DN STREAM PIPE PIPE UP STREAM DN STREAM PIPE PIPE PIPE STIR. NO. I STIR. NO. I TYPE I SLOPE INVERT INVERT I SIZE I LENGTH I CLASS STR -02 STR -01 RCP 1.329 864.90 864.50 12" 31' III - ST 03 R - STR 02 RCP 0.38 � 869.09 868.30 12 20 9 III STR -05 STR -04 ? ?? 0.539 864.91 864.81 12" 19' III STR -06 STR -05 ��� ... 0.469 864.97 86 .91 4 12 13 III - STR 07 STR - 08 999 ... - 0.459 864.81 865.00 12 " 42 III STR -08 STR -09 ? ?? -0.339 865.00 865.02 12" 6' III STR -09 STR -06 ? ?? 0.509 865.02 864.97 12" 10' III - STR 10 - S 09 TR RCP 0.509 865.08 65.0 8 2 12 " 11 III STR -11 STR -10 U.D.S. - CMP 0.029 865.09 865.08 12" 25' III STR -12 STR -11 U.D.S. - CMP 0.039 865.12 865.09 60" 126' III - STR 13 - STR 12 U.D.S. CMP � 0.03 0 865.14 865.12 60 91 III STR -14 STR -13 U.D.S. - CMP 0.029 865.16 865.14 60" 1 67' III STR -15 STR -14 U.D.S. - CMP 0.039 865.19 865.16 60" 137' III STR -16 STR -15 U.D.S. - CMP 0.029 865.26 865.19 60" 260' III SITE UTILITY PLAN -AREA A SCALE: 1:30_XREF N89* 13'. - 41 "E N89' 13' 41 "E V P R OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO NOTE: THE DE ELO E SURVEYOR FOR THE DEVELOPER OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE / ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, APPROVED SET OF PLANS AN SPECIFICATIONS FOR THIS BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING D MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH CH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM B LDG BUILDING G ECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM q CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT O.C. ON CENTER CONC CON C ETE R OD OUTSIDE DIA CJ CO NTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE COMPANY UPON COMPLETION OF CONSTRUCTION. PIPE ELEC. RI A ELECT C L READ REQUIRED EQ EQUAL DISTANCE DWG: C4.0 SITE UTILITY PLAN - AREA A.dw 9 ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD e SPOT ELEVATION � PAY TELEPHONE x s31 • CONTOUR (MAJOR) FO FIBER OPTICS ........... 831 ••••••......•• CONTOUR (MINOR) G GAS AREA LIGHT 1 E 0=0 AREA D=cl--=U AREA LIGHT 2 T TELEPHONE `Z2, UTILITY POLE W WATER GUY ANCHOR E- SAN SANITARY SEWER X" TELEPHONE M.H. STM STORM SEWER 0 TELEPHONE RISER CS COMBINED SEWER 9 TRANSFORMER U/G UNDERGROUND WV X �% WATER VALVE 0 H OVERHEAD FIRE HYDRANT CONCRETE BUMPER ' 0 s • DECIDUOUS TREE D DRAINAGE M.H. EVERGREEN TREE S SANITARY M.H. A 6" O A BUSH E!3 CURB INLET X FENCE 0 ROUND INLET (24" TYP) SIGN ® SQUARE INLET (24" TYP) 0 TRAFFIC SIGNAL POLE O CLEAN OUT ® TRAFFIC SIGNAL M.H. Q PIPE BOLLARD DOOR nn FLAG POLE m 0 W Of Q a_ W W a. SITE UTILITY LEGEND UTILITY NOTES. FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0" 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. DETAIL SPECIFICATIONS_ ORDER OF PREFERENCE t. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES. HOLEY MOLEY SAYS "DIG SAFELY" ; 9- W ® to - _ � ° W a W m h q TEL N q a q GAS ma • 0 '. '' 1 P. c� 0 GAS �- EL CO cr O " [ A] .., --,-"- qr� OO O C1q�• !" ss . 11 � � . I .. .. , . . . 0 ss --o-- .� �` a "a c.o. ss o STM 01 a - .c c STM o- srM -G UTILITY NOTES. FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0" 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. DETAIL SPECIFICATIONS_ ORDER OF PREFERENCE t. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES. HOLEY MOLEY SAYS "DIG SAFELY" ; O O a W 1 " ® to - _ � ° w N q ....`.. ~...�a C w O W a 3 v1 m h q i : N q a q W c ma • 0 '. '' 1 P. c� 0 I G 0 J .2 W CO cr O " %� . W­- .., --,-"- qr� 3 W*+ O C1q�• !" < . � I .. .1. . . 11 � � . I .. .. , . . . 0 .. O �� 2 of Qw .� �` a "a : ft4 � 2 " 1�. *r ON 1 01 a - .c c --- ,--I { -- --- a �� O a m GO -- - Q o .. ��� 11 �� 0 � ,. = , , `to% 11..1.1. 1.r//1 11 i ♦ : o , N 0 . i ._ c •, f ` • , , n/ �`• .• ' � % t, `� �� . b • : �i i : h �- , � �Sao � , _ � F- ,, : Lt) p LLJ -: Q Z d- o Q Q: Z - .per m : � -. , W t � N�' � � i Gj 0 . �, •. •,.I� �. W � �,��00 0 pR0 ` ♦ ♦♦ �;��rr11111����� . U) DATE DESCRIPTION 01 18 08 CITY SUBMITTAL 01/2 08 TAC SUBMITTAL Z�l 0 C/) � . I - �­­-­-­ - - . �.., ­.. � > - ,- � .-­. I ��­­­ - ­­ ­­­- 0 - - I . .< ­­ ...... I O �� ­.- . . ., �. ­- ­ � .. ­0� � ... ... ­ - ­-­ m_ � D z -- 1. V �. .., . > Q "IT'S TAI LAW E " :.. J U <� . � � . � �j - � . I .. . C) . I . .. �, 1- N %� . W­- .., --,-"- qr� S VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY < . � I .. .1. . . 11 � � . I .. .. , . . . . . , . 11 . �1. J..-..-... � ­ .... � .... .-.--.-.--... 1. .. . J v . . ...-I.,...-I �, I � - � %� am$.- W Q J >�== F� J F� W [�� C/) CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy land Development Services, Inc. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR I VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED .- DESIGNED: RCB APPROVED: MLD \ FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES -- ­k, � 2. PRIOR TO STARTING ANY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S TAI LAW E " DRAWN: CLH CHECKED BY: CRP THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1:30_XREF DATE: 09 -18 -06 CONSTRUCTION. 1- 800 -382 -5544 ---- 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. HLL C, 31VJ 1R'O1. I'i�j'lV AC I'I,V'i i'f l� -T'ri'iJ JI 1 . Jr�Ri. L BE C400 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS OF 29 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. .,..__.. .. ..,. , ... . . . _. . ... ,., .... .. _ ... ... _ . . .... .i..... . . ..- .. . ... : -.' ,. PROJECT: F: 2006 \2006 0120 12650 Clay Center Rd Subdivision Browning Investments\ NGINEERING\ RAWINGS n E D .. .... -_ . : '.. :. 3':. .. .. .__. .. . DWG: C4.0 SITE UTILITY PLAN - AREA A.dw 9 PLOTTED BY: CLAUDE L. HATFIELD ... - . _. . .. ... ... - DATE. Thursdey, January 24, 2008 4:35:36 PM 4` �1 La y\ \ 1 ,44 �I I J i i i j 04 . i'' r- Y. i (..d SANITARY STRUCTURE TABLE STRUCTURE NAME CASTING / GUTTER ELEV. INVERT IN INVERT OUT CASTING TYPE STRUCTURE TYPE STRUCTURE DETAIL EX- STR -500 .... 882.95 _...._...:........_ .:..:: STIR. NO. ........._ . ....... -- -. EXISTING _......_ .......:.. EX - SANITARY MANHOLE _. __ _ ..._._ - _....._ . _....... ......._.. _.. - ....... . ....:............ SEE SANITARY DETAILS ...._.._ ... .......... ...._.: ._....... ... . STR 503 882.93 LENGTH 8" = PVC SE. 875.91 R-1772 SAN M.H. SEE SANITARY DETAILS STR -502 882.57 8" PVC E. = 875.80 �, 8 PVC S. = 875.63 R -1772 SAN M.H. SEE SANITARY DETAILS 0.32% 875.91 8" PVC NW. = 875.63 .... ................... ......... - ......._ ... .. ..........................:::.. -- .. ....... .... ............. -.. _.. ............... ............ ........................... ............ ........... ...... _._.._.............. . ......_. ........................... ......... ..._ . - - - - -. _._.... _.......:.. _............_..... STR -501 881.84 2" PVC E. = 877.10 " 8 PVC S. = 875.44 R -1772 SAN M.H. SEE SANITARY DETAILS 11 PVC 8" PVC N. = 875.44 867.59 873.00 2" 70' STR -504 . ..... .... ... 878.87 ................. ­.11.11 1—— - ----- --- ......... . ..... ... ....................... 8" PVC W. = 876.38 - R -1772 SAN M.H. SEE SANITARY DETAILS STR -505 872.28 PVC 2" PVC W. - 867.53 R -1772 SANITARY GRINDER PUMP STATION SEE SANITARY DETAILS SANITARY PIPE DATA TABLE UP STREAM DN STREAM PIPE PIPE UPSTREAM DN STREAM PIPE PIPE STIR. NO. STIR. NO. TYPE SLOPE INVERT INVERT SIZE LENGTH STR -502 STR -504 PVC 0.32% 875.80 876.38 8" 180 STR -503 STR -502 PVC 0.32% 875.91 875.63 8" 87' STR -505 MIN PVC -0.43 867.53 867.59 2" 14' CONC MASONRY UNIT 11 PVC -7.73% 867.59 873.00 2" 70' CONTROL JOINT STR -501 PVC -0.95% 873.00 877.10 2" 430' STR -501 PVC PVC 0.41% 875.44 874.95 8" 120' STR -502 STR -501 PVC 0.33% 875.63 875.44 8" 58' �, ii.f ACCELERATION / HANDICAP T. ° i8, i.s v' Cn HORZ HORZIONTAL ALT Cn J INSIDE DIA APPROX APPROXIMATELY NORTH INVERT ARCH SITE TILITY PLAN - AREA B f F� o j BEGINNING f MAXIMUM T.0 ,s r^ r �` i � CE= X71.1:2 ' {7 r € ^gz3 i.f iiY 2. SCALE: 1: 30_�rREFx­­­J EX- STR -500 EX - SANITARY MANHOLE } ' >. MECH �-- i ilia -;1%. ..3 A - l I __.__ __._.__.__ ____.._ ___...._.. _.._.__._..__ __....._.._...._._ _______._.._ _ ............. ____.. __....__... -- MATCH EXISTING GRADE .._......._...._...... .._....._.__.._ __._........_._..._. _._......__._._. . _______._...._. _.._.._...__ _._.__..._...._.. ._.__._ -- ___.__.__._... __......_..__. _.._. ....... __...___._ _._._..__.. ___.___.___ _.._.....___..._.. _..__._.._.._.... _._.........____.. _....._._.___.... ...._...__.... _.___._. _.__.____ __. _ _ _. _ __ _ ___ __... _ _ __._____ _..._..___.._ _.._..._._._. _ MIN MINIMUM * CENTERLINE NOTE: THE DEVELOPER/ R OWNER AND THE ENGINEER / NOTE. IT IS THE CONTRACTORS RESPONSIBILITY TO CMU CONC MASONRY UNIT SURVEYOR FOR THE DEVELOPER OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE N CO NC CONCRETE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, CJ CONTROL JOINT BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND MET AND ALSO PER CITY /TOWN STANDARDS D APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY C.O. CLEAN OUT SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT DECEL DECELERATION PVC MEET THE FORESAID CRITERIA. ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM * CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT 0 . C . ON CENTER N CO NC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE PIPE ELEC. ELECTRICAL REQD REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD ° SPOT ELEVATION x s31 • CONTOUR (MAJOR) •••••••••••831............•• CONTOUR (MINOR) D=0 AREA LIGHT 1 0=0=0 AREA LIGHT 2 7)b UTILITY POLE E - GUY ANCHOR M., TELEPHONE M.H. 0 TELEPHONE RISER TRANSFORMER WV WATER VALVE FIRE HYDRANT '• DECIDUOUS TREE s" EVERGREEN TREE 6" BUSH X FENCE -V- SIGN O TRAFFIC SIGNAL POLE ® TRAFFIC SIGNAL M.H. Achl. DOOR SITE UTILITY LEGEND UTILITY NOTES FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION Ff] PAY TELEPHONE FO WM W GAS W ELECTRIC TEL TELEPHONE GAS WATER GAS �- EL STORM SEWER FAI COMBINED SEWER O UNDERGROUND ss OVERHEAD � ss © DRAINAGE M.H. C.O. ss o sTM ® STM � STM -a UTILITY NOTES FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION Ff] PAY TELEPHONE FO FIBER OPTICS G GAS E ELECTRIC T TELEPHONE W WATER SAN SANITARY SEWER STM STORM SEWER CS COMBINED SEWER U / G UNDERGROUND O/H OVERHEAD � CONCRETE BUMPER © DRAINAGE M.H. QS SANITARY M.H. THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CURB INLET ® ROUND INLET (24" TYP) ® SQUARE INLET (24" TYP) * CLEAN OUT * PIPE BOLLARD FLAG POLE STANDARDS FOR WORKER SAFETY. m 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE O MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS Q ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. W COMPANY UPON COMPLETION OF CONSTRUCTION. 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0" 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR W VVIN VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED °-- In '•. l� �i FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES w O O 2. PRIOR TO STARTING ANY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S THE LAW" dom THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE •:� O VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG W CONSTRUCTION. 1 -800- 382 -5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR LU NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. AL.L C0NS 1 K0C1*ION AC -11'fVI 1.Y ON SI I E SHXL L BE (� ', � O PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 0 STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. DATE DESCRIPTION 01 18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL O W VVIN wN q aft Vat In '•. l� �i w O O z w •N NANO md dom � WVINH O •:� O J NO nco W 0 J W i Cr CID a Von V- o . � � / /j111r111�� LU �O CO Vft 4r •. BO �, a W4 1 (� ', � O 0 a 0 4) DATE DESCRIPTION 01 18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL i p �� : • In '•. l� �i aft .G, z w C1) NANO md dom Q •:� oQ o: .pt ftft J C) LO N W w so id ;:6S** 00 0 ?IF � � / /j111r111�� J U) DATE DESCRIPTION 01 18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL m Q W Q Q J CL J W �J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C4ml OF 29 _ ::...: :.... .::_._ ..., ... ,_...,. ..:. .... , .,.. -...., ... .._... .. Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS PROJECT: F• 2006 \2006 0120 12650 Cloy ....: _ .:....: . ...... .. .... ... DWG: ........... ..: .: _ _ .... :: ` DWG• 1 I L PLAN A PLOTTED BY: CLAUDE L. HATFIELD : .. - D A TE. Th uradc�, January 2 4 2008 4:36:32 PM i p � z w C1) U Q Q J U J C) LO N W J m Q W Q Q J CL J W �J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C4ml OF 29 _ ::...: :.... .::_._ ..., ... ,_...,. ..:. .... , .,.. -...., ... .._... .. Center Rd Subdivision Browning Investments \ENGINEERING \DRAWINGS PROJECT: F• 2006 \2006 0120 12650 Cloy ....: _ .:....: . ...... .. .... ... DWG: ........... ..: .: _ _ .... :: ` DWG• 1 I L PLAN A PLOTTED BY: CLAUDE L. HATFIELD : .. - D A TE. Th uradc�, January 2 4 2008 4:36:32 PM iNyiilfkalleFilY r. �o kiAo i Q I � � NORTH SANITARY PLAN � SCALE: 1" = 50' 875 relvill 865. 860. 855. .j -r- v v 14 -t- U U i • 75.0 70.0 >5.0 15.0 b+ Ube+ 15 SITE UTILITY LEGEND W u N *q 1N FIRE HYDRANT WM W w WATER METER W WATER — TEL TELEPHONE — GAS GAS LINE — GAS GAS METER — EL UNDERGROUND ELECTRIC =_ TRANSFORMER Q ELECTRIC METER — SS SANITARY SEWER — SS —fl-- SANITARY MANHOLE C.O. � r i — SS 0- SANITARY SEWER CLEAN OUT -- STM STORM SEWER — STM Q— STORM SEWER INLET —" STM —© PIPE END SECTION i•� 875. • • -- co 00 to L0 i -F vv L-- u 75.0 70.0 >5.0 2+6I ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP p ADJ ADJACENT HORZ HORZIONTAL X00154 SPOT ELEVATION ® PAY TELEPHONE ALT ALTERNATE ID INSIDE DIA " 8,31- CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT ........... 831 • ............ • CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE BEG 11=0 AREA LIGHT 1 E ELECTRIC BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL AREA LIGHT 2 T TELEPHONE CAL CALIPER M.E.G. MATCH EXISTING GRADE 1-0' UTILITY POLE W WATER CIP CAST IN PLACE MIN MINIMUM E-- GUY ANCHOR SAN SANITARY SEWER rt CENTERLINE N/A NOT APPLICABLE �l; TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT 0. C. ON CENTER C] TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 1�1 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR wv C. 0. CLEAN OUT P.O.B. POINT OF BEG WATER VALVE 0/H OVERHEAD DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT o CONCRETE BUMPER DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE 8» DRAINAGE M.H. DIA DIAMETER R RADIUS 13 EVERGREEN TREE Q SANITARY M.H. 6» DS DOWNSPOUT REF REFERENCE BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE ELEC. ELECTRICAL PIPE X FENCE ROUND INLET (24" TYP) REQD REQUIRED EQ EQUAL DISTANCE SIGN ® SQUARE INLET (24" TYP) ROW RIGHT OF WAY EX. EXISTING SAN SANITARY 0 TRAFFIC SIGNAL POLE e CLEAN OUT EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED TRAFFIC SIGNAL M.H. © PIPE BOLLARD FOW FACE OF WALL PLASTIC PIPE .E� DOOR FLAG POLE FFE FINISH FLOOR ELEV SPECS SPECIFICATIONS FT FOOT SQ SQUARE m � GUTTER FLOWLINE ELEV STA STATION W Ix HT HEIGHT STORM STORM SEWER TYP TYPICAL W HDPE HIGH DENSITY w POLYETHYLENE VIF VERIFY IN FIELD a DETAIL SPECIFICATIONS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES HOLEY MO Y SAYS "DIG SAFELY" Y� ' ``��11tt111fill, ` ••••.••••�• ^/ ' -� ` • O L•• L rn 0 • t Q O b Q• .� d„ Lij .� � O Q �: aft 00 16. `*> • 0 -0, --p • ��llllflllt����� U DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL Q O �� to W u N *q LL- W C%) Z U PER INDIANA STATE LAW IC8 -1 -26. k !• W ' `Y C) LO CO J W 3 ca q CO BEFORE COMMENCING WORK. =_ AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING co O i ,- _I Qy r � r i 3 3 O�~ i rr ILI ...: . . ........ .. ' . ..................: ... _ ::_ . r Subdivision Brownie Inver e s INEERING\ RAWINGS _ g_u_ trn. nt \ENG D O PLOTTED BY: CLAUDE L. HATFIELD O Y� ' ``��11tt111fill, ` ••••.••••�• ^/ ' -� ` • O L•• L rn 0 • t Q O b Q• .� d„ Lij .� � O Q �: aft 00 16. `*> • 0 -0, --p • ��llllflllt����� U DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL Q J I I LL 01 DI J i � I Q I Q U) CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. 1. II-It UUN I RAG I UR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES DESIGNED: RCB APPROVED: MLD PRIOR TO STARTING ANY CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ��'-r� THE DRAWN: CLH CHECKED BY: CRP SANITARY — THE X ��� E ACT LOCATI ON OF ALL EXISTING UTILITIES IN THE SCALE HORIZONTAL: 1" = 50' VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 09 -18 -06 CONSTRUCTION. SCALE VERTICAL: 1" = 5' 3 1 T SH ALL B E TH E C 1 -800 -382 -5544 SANITARY —PLAN AND PROFILE - SCALE HORIZONTAL: 1" = 50' -- - SCALE VERTICAL: 1" = 5' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY /TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. • ONTRACTOR S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. W C%) Z U PER INDIANA STATE LAW IC8 -1 -26. J 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE V ' `Y C) LO _I N 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. =_ AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING Q i ,- _I J I I LL 01 DI J i � I Q I Q U) CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. 1. II-It UUN I RAG I UR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES DESIGNED: RCB APPROVED: MLD PRIOR TO STARTING ANY CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ��'-r� THE DRAWN: CLH CHECKED BY: CRP SANITARY — THE X ��� E ACT LOCATI ON OF ALL EXISTING UTILITIES IN THE SCALE HORIZONTAL: 1" = 50' VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 09 -18 -06 CONSTRUCTION. SCALE VERTICAL: 1" = 5' 3 1 T SH ALL B E TH E C 1 -800 -382 -5544 SANITARY —PLAN AND PROFILE - SCALE HORIZONTAL: 1" = 50' -- - SCALE VERTICAL: 1" = 5' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY /TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. • ONTRACTOR S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. . C�/-t STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. o N, 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE ' `Y MOST UPDATED SET OF CONSTRUCTION UCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. ITHOUT N NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS • r" O'F 29 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. =_ AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING i ,- COMPANY UPON COMPLETION OF CONSTRUCTION.±�� E. ...: . . ........ .. ' . ..................: ... _ ::_ . PROJECT. \2006 \2006 0120 12650 y e Rd ' Y PLAN AND w — PROFILE.d g Subdivision Brownie Inver e s INEERING\ RAWINGS _ g_u_ trn. nt \ENG D ... , . PLOTTED BY: CLAUDE L. HATFIELD _ DATE Thur, Jonua 2 sde�p, ry 4, 2008 4:37:34 PM - % 117 1 z I 885. `� i .3' `sal 1 0 40 875. 870. 1100 855. 85.0 i• • 75.0 70.0 3' 5.0 55.0 850• 50.0 7 +58 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 0 +00 STORM -PLAN AND PROFILE SCALE HORIZONTAL: 1 " = 50' SCALE VERTI CAL: 1 " = 5' SITE UTILITY LEGEND W T4) H.C. NORTH ADJ WFM71 W SANITARY PLAN W ALTERNATE TEL INSIDE DIA GAS APPROXIMATELY GAS SCALE: 1" = 50' EL ARCHITECTURAL M.H. MANHOLE O BEGINNING ss MAXIMUM BLDG ss MECH MECHANICAL C.O. ss o STM MATCH EXISTING GRADE CIP � STM 9- CENTERLINE N/A TR -06 CMU F-11 0. C. _......:.. _ ....._. _.::_ . ..... . ........ _..... ....... _._. ,_ ... _ ..:.:. _ . ........ ............. .... ----- ---- _ _. ......... _ ...... .. ......... _... ...... ........ PERP ..... _ _ ...T.C.._.871 _ ..._.... _ . : -07 CLEAN OUT P.O.B. POINT OF BEG ................ -. .:........:.......u.:. _.._ .......... _................... - - _ . _..... _... _ .... _ ....:.. _......... . -..__ . _ ..:: _......... _.... _ ... - _.... _... PAVEMENT INV IN ELEV = 864.97 R RADIUS DS --- REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE __........__.. _ _. `INV OUT ELEV = _ _ ............... ... 864.97 PIPE ELEC. ELECTRICAL (o r .�} EQ EQUAL DISTANCE I ROW ..... ......... ... .... .. .... :... ..:..:... ....,...:. STR 16 ._......-..: ... ......, . ......... . ._,.., . ..... ...... .... ..... ..... ................ .........,.............. ... ......... -, .......... - _ - . -.... .. ,........- .... .. ......................... ,. .. _... .......... .... -. ... ...... ,...... .. - .. ..., .- ......... .... ..., I^ .......... -- .. ... ., -... ............ .... .. .. - - ..... .... .. _......... ... ..... ... W .. co oo y ..... ........ .. .........- ........ . .... ..... .. . _.... ... ............... ..... ............ ....... ........ .,.._... .. _.. ... . ..., .. ... .. ..- ... .... ........ ....... .. ...... . ... .... ...... ..... ,. .. -- ............. .. .. , .... ..._ ....... i - , _ T.C. 8 1.41 ....... ....:..... .. . ...... .........,.. ,.. . , ........ , .. ,_ , ,.... -_ '- _ .....,,. ,. ,............ ......... ._ �n _ ... _,.. ....._ ...._ u . ......................... Ui 2 I : ................... _. .. PLASTIC PIPE ......... ......... . _ ..... ....._„ ............ .._ .................. FFE FINISH FLOOR ELEV INV OUT ELEV = 865.26 ! ,� SQ II > °° II FOOT N GUTTER FLOWLINE ELEV STA STATION .,�...- .........., „ „, .,,., ... ,, .. ...............,, ., . ....................... ....... 00 . .. W TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD > `� W > W 00 � STIR .. G 10 r.• r �? `I`I ' ' I II z O ° Ld M z 0D II II INV IN ELEV 865.08 ........... ..... . . .......... ..... ..... ...... . ....... ......... ~�.. ' •zz ... ...... ... ....... ..... zz Uj LLJ - _. �- _ _. _ ____ ....._.......... > - - �, -�.. -gym" N W II ........ - . ti _: q ._...� f Z Z = - Go T.C. = 870.9 .. ...- ..,,..�..,.._ ... ....... ... ....... .. ... . ......... ... ._ ,..... .. .... ...... ...... ... - ..... .,. -......... ... ............ .... -. ... ........,.......: :.. ... ....., .... .... ... ,.., ........... ................... ........ .. - .- O INV OUT ELEV _= 865.0 w w CO ollz� .... _ _ ... ..... . - U __. ....... . .. ............... _. ........ .. . . ... .......... _ _ _ < L .. 2fi0 OF 60 -137 , OF 6060" OF F: 91 0 60 i �► 6 12 OF 6Q _._- , ..... .......... _. .... ....._.... U.D.S. -- CMP ® 0.0 x 2 - U.D.S. - CMP 0 0.0 3 -- U.D.S. CMP s� 0:02 ! .._ U.Q.S. CMP � 0.038: U.D.S. -CMP. � ;0.0 3� .,..._ 0 ..... <r w _. -. :. .......... . :...:... .... ,...., .......,_ ....... _.... _ ,........,................, ... ., ..,. ;..- ••,::+w••• a-� .ev_ w„a. ox.., sw>- :n.:- : >�.rw w,.rta•<awo.w�ar ,�- :.... a.. .._. ,..�.�.M.. w..e...y ....,., ,....., ..... .....,. _. , ..... ,a.v.»�,.....,..a.. - - ,.....«,w>..eia>..ee. ,... u ..»��.�:daca.o..sbvs;as.:atza., 12 71 ..... ..............., ., ......, ,................, _. ,... ..,....., ` U.D.S. - CMPS0 0.02 o .. _ _, _ i ....._.. RCP ® 0.50 0 T.C.: = 866.48 . _ _ _ ..... __.......- ................ ..... .......... ..... ........ ........... ........... .. . ........... ........ ._....... .......... . ............ ....... ......... . ............ ........... .............. . ....... ... ... ......... . ........ ....... ....... ........... .. .. .......... . .. ..... - __..... ........_......._ ...... ..... ... ... .............................. .......... ................. . ...... ...... .......... .......... . . ........................... ----------- ........... ... ..... ..... ......... .... ..... .............. _...... .... ..... . ......... .. .......... . ............. .. ........... ........ . ......... .. . . ........ .. .. .................. ............... ..... ...... . ... . ....... ....... ............ .... ............... ................. ... .............. .......... ...... .... _... ........ ... ------------ .............. ...... .......... ....... . ....... . . .......... .... . ......... ............ ............ .............. ....... ........ .............. ........ ....... _.. ... .. ............... . . ............ ............ ..... .............. .. ------------------ -------------------------- ....... . .. ............. ............... ............. .... ................. ..................... ....... ....... .............. ..__.. ...... ...... .... .......... _.... ...... ....._.. ............... ....._...... _.... .. .... ..... ............... ...... .......... ......... ........ . .. ----- ... ... ........... ....... . . ...... ........... . .......... ..... ....... IN IN ELE = 864. ........... . . ..... ... .......... ................. .......... .......... ............ ........ .... .................... ..... ..... 85.0 i• • 75.0 70.0 3' 5.0 55.0 850• 50.0 7 +58 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +00 0 +00 STORM -PLAN AND PROFILE SCALE HORIZONTAL: 1 " = 50' SCALE VERTI CAL: 1 " = 5' SITE UTILITY LEGEND W FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION i' SCALE: 1 = 50 NORTH ABBREVIATIONS AND EXISTING LEGEND ACCEL T4) H.C. HANDICAP ADJ WFM71 W HORZIONTAL W ALTERNATE TEL INSIDE DIA GAS APPROXIMATELY GAS INVERT EL ARCHITECTURAL M.H. MANHOLE O BEGINNING ss MAXIMUM BLDG ss MECH MECHANICAL C.O. ss o STM MATCH EXISTING GRADE CIP STM � STM 9- FIRE HYDRANT WATER METER WATER TELEPHONE GAS LINE GAS METER UNDERGROUND ELECTRIC TRANSFORMER ELECTRIC METER SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEAN OUT STORM SEWER STORM SEWER INLET PIPE END SECTION i' SCALE: 1 = 50 NORTH ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM 9- CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT 0. C. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C. 0. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE PIPE ELEC. ELECTRICAL READ REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT GUTTER FLOWLINE ELEV STA STATION HT HEIGHT STORM STORM SEWER TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD � e SPOT ELEVATION � PAY TELEPHONE x 831 • CONTOUR (MAJOR) FO FIBER OPTICS •••••••••••831............•• CONTOUR (MINOR) G GAS E--0 AREA LIGHT 1 E ELECTRIC D=o=O AREA LIGHT 2 T TELEPHONE `z�b UTILITY POLE W WATER E-- GUY ANCHOR SAN SANITARY SEWER I; TELEPHONE M.H. STM STORM SEWER 0 TELEPHONE RISER CS COMBINED SEWER © TRANSFORMER U/G UNDERGROUND VN WATER VALVE 0/H OVERHEAD D4 FIRE HYDRANT CONCRETE BUMPER • DECIDUOUS TREE Q DRAINAGE M.H. s' EVERGREEN TREE SQ SANITARY M.H. 6" BUSH E!3 CURB INLET X FENCE 0 ROUND INLET (24" TYP) SIGN ® SQUARE INLET (24 TYP) 0 TRAFFIC SIGNAL POLE b CLEAN OUT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD Wit. DOOR �, FLAG POLE m D W Q W DETAIL SPECIFICATIONS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES HOLEY MOLEY SAYS "DIG SAFELY" 1. I HE CUNTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR µ................_._.' ................... ............. ........ ..... ... ........ ............ ............ VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINE D -..... _ FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. �i 1 ii j f 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE 4 Ii S TH E LAW THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG 850. 50.0 VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION. 1 _800_382_5544, 0+ 00 1 + 00 2+ 00 2+ 40 3 IT SHALL BE THE CONTRACTOR'S RESPO STORM -PLAN AND PROFILE SCALE HORIZONTAL: 1" = 50' SCALE VERTICAL: 1" = 5' NOTE: THE DEVELOPER NO OWNER AND THE ENGINEER TE. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINA TE WITH PROJECT ENGINEER TO INSURE TH SURVEYOR FOR THE DEVELOPER OWNER ARE E ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, I APPROVED SET OF PLANS AND SPECIFICATIONS F BU LT WITH ALL PLAN COMMISSION CONDITIONS BEING OR THIS MET AND ALSO PER CITY TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, / SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT SPECIFICATIONS. MEET THE FORESAID CRITERIA. NSIBILITY FOR CALL TOLL FREE NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CO1.qSTR.IJ C.T1.0N1. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF WITHOUT NOTIFYING THE UNDERGROUND COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. . : lib 4110 0) 0 goo • • 0 Z -q- P ` ` • * OQ O�, W ••• CL ••• �Gj `� 00 0 < #*/;��11111111��`` DATE DESCRIPTION O1 18 08 CITY SUBMITTAL O1 24 O8 TAC SUBMITTAL C%) W V D o N =w m W Ln 7 U Q Q W � r o _I q �q Cp co CO Q co 44 i r, LC 1 o C) O 4) lib 4110 0) 0 goo • • 0 Z -q- P ` ` • * OQ O�, W ••• CL ••• �Gj `� 00 0 < #*/;��11111111��`` DATE DESCRIPTION O1 18 08 CITY SUBMITTAL O1 24 O8 TAC SUBMITTAL C%) D o m W z 7 U Q Q J U o _I N Q J _ w J LL 0 D Q J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1" = 30' DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 I C493 OF 29 - - _ PROJECT: F: _. : - Center Rd Subdivision Browne vestments NGINEERING RAWINGS .::.... ..: , 126 Cia '�' y n In E D :.; ..:... ..::..., ,..:.._�... _ ... ... :..:. :::.::_, . , .: .. ....... .... : ; . DWG: C4.3 STORM -PLAN AND PROFlLE.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE. Thur , Januar 24, 2008 4:38:28 PM .. _ sdcp Y .. .. .. � ABBREVIATIONS AND EXISTING LEGEND - �r :. . <je:. �y ��y+ =� W �y �V Pi �y M. �r • , < •3!' • �Y< ��Y _�:; V� S °' �Y �1' •�7'`r' 1 r ; ' , w AAN T1 S M-- -' : .. « , . , , . , �1 0000.. -. S ,� #:.. ' .. -. . •s __: .: 000:0.. ... ... _... .. __ 0.000 .. _ . �_ .� Y4cd v .i .- - SERV`ATI AREA EE : RE fJN R .. , �. :,. E - : 0:000 ......... _ , • . .. ,. ,.. < , . , :... 0000... _ ,. _ 0000... 0000 , ;� � /, .. �''' :,:'.":.'`"""."`" ... `�:. � . « , r . x _• . .. . «..>.:..,.µw�- �:- -^--^- . , <- ..`- ;...°'`'-- :00","00..; 1'= .. ���'. _ a �.:.r'�;` - �5,,,,,s -. . .. .. , ',y 00:0,0., - ..,.�� .......,.... .. .... ........... ,' <�, 0000... ,,... ..:...... ..,�'� —,.-� �. -.' e. .:. , , I on I U40h Q�Q w W W W z z . ..... . .... . ... . .................... . ...... . ........ . ...... ....... . ................ ........... . ... . ............... .......... ........ .... . ..... . ...... .. . . . ...... . ...... . ... ... ......... =o= U U ~�Q Q � U L Fa..i �:s tom.., # i�n"EF \ § =1 : 4LC��-- ED; PLID STORMWATER POLLUTION PREVENTION PLAN AREA A SCALE: 1:30XREF NOTE: THE DEVELOPER/ OWNER D AN THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO / SURVEYOR FOR THE DEVELOPER / OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, F PLANS BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SE T 0 AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM CL CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. PIPE ELEC. ELECTRICAL REQD REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD x ��4` SPOT ELEVATION © PAY TELEPHONE 831 • CONTOUR (MAJOR) FO FIBER OPTICS ......•••• • 831 • •••••••••••• • CONTOUR (MINOR) G GAS E1=0 AREA LIGHT 1 E ELECTRIC cl=0=0 AREA LIGHT 2 T TELEPHONE 71) UTILITY POLE W WATER E - GUY ANCHOR SAN SANITARY SEWER TELEPHONE M.H. STM STORM SEWER TELEPHONE RISER CS COMBINED SEWER Q TRANSFORMER U/G UNDERGROUND WV WATER VALVE O/H OVERHEAD X FIRE HYDRANT r-� CONCRETE BUMPER • DECIDUOUS TREE ® DRAINAGE M.H. 8" EVERGREEN TREE (S ) SANITARY M.H. s" BUSH E3 CURB INLET X FENCE ROUND INLET (24" TYP) --tr- SIGN ® SQUARE INLET (24" TYP) O TRAFFIC SIGNAL POLE e CLEAN OUT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD ® DOOR Q� FLAG POLE m D Q 0_ a SITE EROSION CONTROL LEGEND TERM is���i��! I, MAI MAI Of EROSION CONTROL FENCE RIPRAP PERMANENT SEEDING EROSION CONTROL MAT CONSTRUCTION ENTRANCE EROSION CONTROL NOTES 1. SEE SHEET'S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT —OF —WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO THE CITY CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 5. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. . 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. :- DETAIL SPECIFICATIONS V ' . -�� `` \�./ •• _ I 0000• '' .. ~, (. HOLEY MOLEY SAYS r ORDER OF PREFERENCE "DIG 7 -4 S 3 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 0 L.i.. •,' •0000000006• 1�. & 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. Cr CO CO . 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. U) y r r 5. TEN STATE STANDARDS < _.< 6. SITE ENGINEERS STANDARD DRAWINGS AND SPECIFICATIONS. C.- ■r L� O 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND r rR SPECIFICATIONS. O W � �} NOTICE PERMITS � 1 o 3 .:F AND NOTES • 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR . . . . . . . . . . Y• VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED - -- FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES .• :• - �'"� -00,00 PRIOR TO STARTING ANY CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE I T S T Y E LAW" "IT'S THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG CONSTRUCTION. 1 -800- 382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. %L I 'rI'IS S'I I E SCI— /1 L L &E PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. 0000 _ 0000 :- O Ufa V � N . -�� `` \�./ •• _ I 0000• '' .. ~, (. zr — • 0 2: .` Q w s= , 0 0 - LLJ ' 7 -4 3 O 0 L.i.. •,' •0000000006• 1�. & O 3 Cr CO CO LLJ CO 1 U) y r r lag O O C.- ■r L� O � r rR G9 O W � :- . `'� a ` Ow` '' ~! . -�� `` \�./ •• _ I 0000• '' .. ~, (. — • 0 2: .` Q w s= , 0 0 - LLJ ' .: z p ~ Q: z ?(� Ld Co 0 L.i.. •,' •0000000006• 1�. & 2 0� i o p , �• ;4r,111l1111110 > O U) DATE DESCRIPTION 01/18 08 CITY SUBMITTAL 01 24 08 TAC SUBMITTAL CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 OF 29 .......... . .......... . . . .... . ... . . . ........... ......... .. ........ . . ......... ... . .................. . — — vision — Browning Investments ENGINEERING DRAWINGS g Clay Center Subdivision DWG: C6.0 STORMWATER POLLUTION PREVENTION PLAN AREA A.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: ThurslaT, January 24, 2008 4:39:04 PM 1 n W > O D � D � W � � Q J J O U CD LO J N J CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 OF 29 .......... . .......... . . . .... . ... . . . ........... ......... .. ........ . . ......... ... . .................. . — — vision — Browning Investments ENGINEERING DRAWINGS g Clay Center Subdivision DWG: C6.0 STORMWATER POLLUTION PREVENTION PLAN AREA A.dwg PLOTTED BY: CLAUDE L HATFIELD DATE: ThurslaT, January 24, 2008 4:39:04 PM 1 n t� ri � I ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M.H. MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM CENTERLINE N/A NOT APPLICABLE CMU CONC MASONRY UNIT O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C.O. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE J PIPE ELEC. ELECTRICAL READ REQUIRED EQ EQUAL DISTANCE ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL PLASTIC PIPE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV SQ SQUARE FT FOOT STA STATION GUTTER FLOWLINE ELEV STORM STORM SEWER HT HEIGHT TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD �o � SPOT ELEVATION � PAY TELEPHONE x 831 CONTOUR (MAJOR) FO FIBER OPTICS •......•••• 831 •......••••••• CONTOUR (MINOR) G GAS 0=0 AREA LIGHT 1 E ELECTRIC D=0=0 AREA LIGHT 2 T TELEPHONE `� UTILITY POLE W WATER E- GUY ANCHOR SAN SANITARY SEWER ,I; TELEPHONE M.H. STM STORM SEWER O TELEPHONE RISER CS COMBINED SEWER 91 TRANSFORMER U/G UNDERGROUND wV WATER VALVE 0/H OVERHEAD FIRE HYDRANT o CONCRETE BUMPER • DECIDUOUS TREE s* DRAINAGE M.H. o EVERGREEN TREE Q SANITARY M.H. s' BUSH E!3 CURB INLET X FENCE CD ROUND INLET (24" TYP) SIGN ® SQUARE INLET (24" TYP) O TRAFFIC SIGNAL POLE e CLEAN OUT ® TRAFFIC SIGNAL M.H. 0 PIPE BOLLARD ® DOOR FLAG POLE m D Q W SITE EROSION CONTROL LEGEND SF EROSION CONTROL FENCE RIPRAP PERMANENT SEEDING EROSION CONTROL MAT CONSTRUCTION ENTRANCE EROSION CONTROL NOTES 1. SEE SHEET'S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT —OF —WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT —OF —WAY SHALL CONFORM TO THE CITY CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 5. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 7. ALL STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO RECEIVE INLET PROTECTION. DETAIL SPECIFICATIONS- HOLEY MOLEY SAYS ORDER OF PREFERENCE, 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" _ , ! 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR ` "•� W VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED °C.. 8 1 �` ;' r W FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES 20' D.& E. EASEMENT / PRIOR TO STARTING ANY CONSTRUCTION. a 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE "IT'S f1 IT S THE LAW E _ THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CALL 2 WORKING DAYS BEFORE YOU DIG + W CONSTRUCTION. 1-800 -382 -5544 � z 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE s j NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY f ---� CONSTRUCTION. % = 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE R Iii WATER POLLUTION P R EV E N T I T I P LAi — PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. . •� a �.H. S T .� - _ NORTH STANDARDS FOR WORKER SAFETY. PER INDIANA STATE tAIN IC8 1 26. T.0 a 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE INV. `' VC/ � w�. �_7 `� =�f� `�'� WITHOUT NOTIFYING THE UNDERGROUND PX ~.a AREA B I IN*V 8" pvjk-",, 'S. MOST UPDATED SET OF CONSTRUCTION TRUCTION PLANS PRIOR OF ..:• ._ COMMENCING CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS s SCALE: 1:30_XREF -� .� �.,� 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. - W 1 d. jkjw 8* , F :� - AS —BUILT INFORMATION TO THE ENGINEERING/ SURVEYING I" � . ,r ,.v O NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. W V O WO N$ w� co �h W�41 • co Cr CO �OCo g: �. w V6 O � � O G7 O to DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24 08 TAC SUBMITTAL 0 LL !l O _ ! — 0 ; z 0 w _• mot- �-- ; z dos • 00 0 %ft Q �� o d� � a' w oe 00 0 ?IF to o DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24 08 TAC SUBMITTAL Q ui Q' 'I CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C601 OF 29 �! I 0 W o � o � > o � Z � (n v J Q Q J O V LO J N � W � � Q Q J 0 I- (n Q ui Q' 'I CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: 1:30 XREF DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C601 OF 29 �! I RIP- II II II II II II II II SILT FENCE, SEE DETAIL C206 FOR ADDITIONAL INFORMATION. KEEP SILT FENCE IN PLACE UNTIL GRASS IS WELL ESTABLISHED. -" EROSION CONTROL BLANKET NORTH AMERICAN GREEN S150 OR EQUAL. FOR SECURING THE 6' -0" BLANKET USE A STAPLE PATTERN OF 3.5 STAPLES PER SQ. YD. EROSION CONTROL @END SECTION INLETS SECTION D 50= 12 I I PIPE CULVERT 3 X DIA. (MINIMUM) 12" OF RIP - RAP ;__2" WOVEN FLOW GEOTEXTILE END VIEW PLAN VIEW `3' 1 4: 1 FILLS 0p\S� E �pF — — — — — _ ORIGINAL GROUND PIPE I `� FLOW CULVERT NO OVERFALL RIP -RAP FABRIC = AMOCO 4535 NONWOVEN COMPACTED SLOP f SOIL �a FLOW 2" WOVEN COMPACTED SOIL GEOTEXTILE 6' -0" MINIMUM CROSS- SECTION D50 =50% OF RIP -RAP EQUALS THE SIZE END SECTION - DISCHARGE - RIPRAP INSTALLATION ALTERNATE PIPE LOCATION (TYP) (SEE NOTE G) IINLET PIPE (SEE NOTES 546) 6'x 12' STORMFILTER - PLAN VIEW 1 1 30 "0 FRAME AND COVER (TYP) (SEE NOTE 4) FLOW SPREADER (fYP) BALLAST (SEE NOTE 8) COUPLING (TM) I (BY CONTRACTOR OUTLET PIPE (SEE NOTES 546) GRADE RING (TYP) BAFFLE WALL — LADDER 4' -G' MIN I (SEE NOTE 7) rf h rf h 3-4" PERMANENT POOL ENERGY 5TORMFILTER DI551PATOR CARTRIDGE (TYP) UNDERDRAIN (SEE NOTE 2) MANIFOLD 6'x 12' STORMFILTER - SECTION VIEW A THE 5TORMWATER MANAGEMENT 5tominitera 1 U.5. PATENT No. 5,322,629, No. 5,707,527, No. 6,027.639 No. 6,649.048, No. 5,624,576. AND OTHER U.5. AND FOREIGN ©2006 CONTECH Stommater Solutions PATENTS PENDING DRAWING 6'x 12' PRECAST STORMFILTER G"�j►'► d 1�0:� STORMWATER PLAN AND SECTION VIEWS � So�unON8_ STANDARD DETAIL 1n contechsU miweier.aom DATE: 09/28x06 SCALE: NONE FILE NAME. SF6124'C O DRAWN: MJW CHECKED: ARG 71 co _ _ EX. SUBGRADE 2 "X2" HARDWOOD POSTS SPACED 6' 0. C. z 00 ROSS BARS LM r n,D SEE SECTION ISOMETRIC SEDIMENT CONTROL FENCE 3 ' x x B 1.5 STAPLES PER SO. X x x L-4- -t�I^ x x C x STAPLES PER SO. YD. Ix 20.x x x x x x x x D x x x STAPLES PER SO. auu d. 275 250 3. (2. � 225 a 200 N 175 1 150 - 125 ^ 5. 100 75 1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING APPUCATION OF LIME, FERTILIZER, AND SEED. NOTE: 50 WHEN USING CELL -O -SEED, DO NOT SEED PREPARED AREA CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE 25 DOWN. T 100% 80% 60% 3 50% 2 40% 2 33% 14:1 30% 10' 20% 15% 10% 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6' WIDE TRENCH. BACKFILL 4:1 3:1 2:1 1:1 LOW MED /HIGH AND COMPACT THE TRENCH AFTER STAPLING. SLOPE GRADIENT FLOW FLOW 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. CHANNEL CHANNEL 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2' OVERLAP. STAPLE PATTERN GUIDE AND 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH SHORELINE APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. REFER TO GENERAL STAPLE PATTERN SLOPE INSTALLATION GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS. EROSION CONTROL BLANKET INSTALLATION DETAIL GENERAL NOTES 1) 5TORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD OGG) 740 -3318. 2) FILTER CARTRIDGE(5) TO BE 51PHON- ACTUATED AND SELF - CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AA5HT0 H -20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE. CONTACT CONTECH 5TORMWATER SOLUTIONS. G) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED. CONTACT CONTECH 5TORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI- FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 30'0 FRAME AND COVER (P(P) (SEE NOTE 4) BAFFLE WALL G x 12' PRECAST STORM FI LTER DATA C XXX WATER QUALITY FLOW RATE (cf5 ) X X.XX PEAK FLOW RATE (cf5) X B RETURN PERIOD OF PEAK FLOW ( X XXX # OF CARTRIDGES REQUIRED X XX CARTRIDGE FLOW RATE ( 15 OR 7.5 m) I I XX C XXXXX PIPE DATA: I I.E. M MATERIAL D DIAMETER INLET PIPE # I X XXX.XV X C )w INLET PIPE #2 X XXX.XV X B )w OUTLET PIPE X C D XX' A LADDER YES /NO ANTI- FLOTATION BALLAST W WIDTH H HEIGHT XX' X XX' NOTE5/5PECIAL REQUIREMENTS: A 8 FB 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6' WIDE TRENCH. BACKFILL 4:1 3:1 2:1 1:1 LOW MED /HIGH AND COMPACT THE TRENCH AFTER STAPLING. SLOPE GRADIENT FLOW FLOW 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. CHANNEL CHANNEL 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2' OVERLAP. STAPLE PATTERN GUIDE AND 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH SHORELINE APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. REFER TO GENERAL STAPLE PATTERN SLOPE INSTALLATION GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS. EROSION CONTROL BLANKET INSTALLATION DETAIL GENERAL NOTES 1) 5TORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676; ELKRIDGE, MD OGG) 740 -3318. 2) FILTER CARTRIDGE(5) TO BE 51PHON- ACTUATED AND SELF - CLEANING. STANDARD DETAIL DRAWING SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW. 3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) STRUCTURE AND ACCESS COVERS TO MEET AA5HT0 H -20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE. CONTACT CONTECH 5TORMWATER SOLUTIONS. G) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED. CONTACT CONTECH 5TORMWATER SOLUTIONS FOR OTHER OPTIONS. 8) ANTI- FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. IF REQUIRED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE. 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 30'0 FRAME AND COVER (P(P) (SEE NOTE 4) BAFFLE WALL G x 12' PRECAST STORM FI LTER DATA STRUCTURE ID X XXX WATER QUALITY FLOW RATE (cf5 ) X X.XX PEAK FLOW RATE (cf5) X X.XX RETURN PERIOD OF PEAK FLOW ( X XXX # OF CARTRIDGES REQUIRED X XX CARTRIDGE FLOW RATE ( 15 OR 7.5 m) I I XX MEDIA TYPE (C5f, PERLITE, ZPG X XXXXX PIPE DATA: I I.E. M MATERIAL D DIAMETER INLET PIPE # I X XXX.XV X XXX ) )w INLET PIPE #2 X XXX.XV X XXX ) )w OUTLET PIPE X XXX.XX' X XXX X XX' RIM )DODO' FLOW XXX.XX' LADDER YES /NO ANTI- FLOTATION BALLAST W WIDTH H HEIGHT XX' X XX' NOTE5/5PECIAL REQUIREMENTS: 12' — THE 5TORMWATER MANAGEMENT 5tom"ter e U.5. PATENT No. 5,322,629, 6'x 12' STORMFILTER -TOP VIEW 1 No. 5,707.527, No. 6.027.639 2 No. 6,649,048, No. 5,624.576, AND OTHER U.5. AND FOREIGN ©2006 CONTECH Stommater Solutions PATENTS PENDING 6'x 12' PRECAST STORMFILTER WING STORMWATER TOP VIEW, SECTION VIEW AND NOTES 2 SOLUTIONS_ STANDARD DETAIL 2n .00m DATE: OW28M SCALE NONE I FILE NAME: SF612- PC-DTL DRAWN: MJW ICHECKEDARG SEE DEVELOPMENT PLAN FOR WIDTH (VARIES) SWALE SECTION DANDY SACK® BY M I RAFI 1- 888 - 795 -0808 TRAPS Installation and Maintenance Guidelines INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS e OUT OF THE WAY AND PLACE THE GRATE INTO DANDY SACK THE DANDY SACK SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. STANDARD FABRIC IS HOLDING THE LIFTING DEVICES, INSERT THE GRATE AN ORANGE WOVEN INTO THE INLET. MONOFILAMENT MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT DUMPING STRAP AFTER EACH STORM EVENT. AFTER EACH STORM ALLOWS FOR EASY EVENT AND AT REGULAR INTERVALS, LOOK INTO REMOVAL OF CONTENTS THE DANDY SACK` °t IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. DANDY SACK II DETAIL SIGN TO INDICATE THE LOCATION OF THE CONC WASHOUT AREA BERM AROUND PERIMETER 12" 12" MIN GROUND SURFACE 2' -0" MIN COMPACTED EMBANKMENT — -- MATERIAL TYP. 3:1 OR FLATTER 15'x15 MIN OR SIDE SLOPES AS REQUIRED TO CONTAIN WASTE CONC NOTES: 1. CONC WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONC PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONC WASHOUT AREA TO OPERATORS OF CONC TRUCKS AND PUMP RIGS. 3. THE CONC WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONC. 4. AT THE END OF CONSTRUCTION, ALL CONC SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONC WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONC WASHOUT DETAIL 2x4" STANDARDS + 1x4" RAILS WITH ORANGE SAFETY FENCING TREE PROTECTION DETAIL m 0 w Q a w nf Il C0 w a a H Wi O et 5U �z. q : ai_C3 w W"Co a ...9 C) ■ C I = q LC lw d soft : I W two " O we �r Vi 0 O _ h CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. I DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP I SCALE: NTS DATE: 09 -18 -06 I PROJECT NO.: 2006 -0120 I i OF29 ------- ........ . . . . ........ . .......... . . . ............ ...... ....... . . .......... . .................... ... . ....... ...... . ....... -- - . _..._ - -- - -- - --- ...... _... .._._ ......... - - ._..... - -- ..._......_ ._ ............... _ ............ . ...... -- -- - -- -- - - -- . ------ ._._... _... - -- ._ .............. _ _ .... --. ........ - NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROJECT: \2006\2006-0120 _ 2 _ COORDINATE WITH PROJECT ENGINEER TO INSURE THE 0 Clay Center Rd Subdivision Browning nvestments \EN N WI EERING \DRANGS ` POLLUTIONPREVENTION DETAILS.dwg `� > ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: CLAUDE L. HATFIELD '`_ BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS <, ; , _ DATE: Thursday. January 24. 2008 4:39:49 PM � �`�_,T.. --�'� MET AND ALSO PER CITY /TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, � - - 3 - -- - _ ° � � � • �- _ - -- - -- SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT -'- ` ' `' r. MEET THE FORESAID CRITERIA. ��� y - DANDY SACK II DETAIL SIGN TO INDICATE THE LOCATION OF THE CONC WASHOUT AREA BERM AROUND PERIMETER 12" 12" MIN GROUND SURFACE 2' -0" MIN COMPACTED EMBANKMENT — -- MATERIAL TYP. 3:1 OR FLATTER 15'x15 MIN OR SIDE SLOPES AS REQUIRED TO CONTAIN WASTE CONC NOTES: 1. CONC WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONC PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONC WASHOUT AREA TO OPERATORS OF CONC TRUCKS AND PUMP RIGS. 3. THE CONC WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONC. 4. AT THE END OF CONSTRUCTION, ALL CONC SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONC WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONC WASHOUT DETAIL 2x4" STANDARDS + 1x4" RAILS WITH ORANGE SAFETY FENCING TREE PROTECTION DETAIL m 0 w Q a w nf Il C0 w a a H Wi O et 5U �z. q : ai_C3 w W"Co a ...9 C) ■ C I = q LC lw d soft : I W two " O we �r Vi 0 O _ h CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. I DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP I SCALE: NTS DATE: 09 -18 -06 I PROJECT NO.: 2006 -0120 I i OF29 ------- ........ . . . . ........ . .......... . . . ............ ...... ....... . . .......... . .................... ... . ....... ...... . ....... -- - . _..._ - -- - -- - --- ...... _... .._._ ......... - - ._..... - -- ..._......_ ._ ............... _ ............ . ...... -- -- - -- -- - - -- . ------ ._._... _... - -- ._ .............. _ _ .... --. ........ - NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROJECT: \2006\2006-0120 _ 2 _ COORDINATE WITH PROJECT ENGINEER TO INSURE THE 0 Clay Center Rd Subdivision Browning nvestments \EN N WI EERING \DRANGS ` POLLUTIONPREVENTION DETAILS.dwg `� > ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: CLAUDE L. HATFIELD '`_ BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS <, ; , _ DATE: Thursday. January 24. 2008 4:39:49 PM � �`�_,T.. --�'� MET AND ALSO PER CITY /TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, � - - 3 - -- - _ ° � � � • �- _ - -- - -- SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT -'- ` ' `' r. MEET THE FORESAID CRITERIA. ��� y - CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. I DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP I SCALE: NTS DATE: 09 -18 -06 I PROJECT NO.: 2006 -0120 I i OF29 ------- ........ . . . . ........ . .......... . . . ............ ...... ....... . . .......... . .................... ... . ....... ...... . ....... -- - . _..._ - -- - -- - --- ...... _... .._._ ......... - - ._..... - -- ..._......_ ._ ............... _ ............ . ...... -- -- - -- -- - - -- . ------ ._._... _... - -- ._ .............. _ _ .... --. ........ - NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO PROJECT: \2006\2006-0120 _ 2 _ COORDINATE WITH PROJECT ENGINEER TO INSURE THE 0 Clay Center Rd Subdivision Browning nvestments \EN N WI EERING \DRANGS ` POLLUTIONPREVENTION DETAILS.dwg `� > ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, PLOTTED BY: CLAUDE L. HATFIELD '`_ BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS <, ; , _ DATE: Thursday. January 24. 2008 4:39:49 PM � �`�_,T.. --�'� MET AND ALSO PER CITY /TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, � - - 3 - -- - _ ° � � � • �- _ - -- - -- SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT -'- ` ' `' r. MEET THE FORESAID CRITERIA. ��� y - I L-11 I E. 136 r aA CM d X .� O^A S, aM �. } Y • OM QN o a" am } or. 04 � Z 04 ». ... .o CPA &A • oM CM SOILS MAP Br-- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to the drainage." SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 q SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY ANALYSIS, OR EQUIVALENT, FERTILIZER. * /// / / //I / /// (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water /I f► OPERATED ACROSS THE SLOPE. capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID Droughtiness and water erosion are management concerns for crop production." UNDERMINING DURING CLEANOUT 5. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZER (12- 12 -12) UNLESS SOIL TESTS DETERMINE THAT THERE IS A PHOSPHOROUS EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED DEFICIENCY. USE PHOSPHOROUS FREE FERTILIZERS (12- 0 -12). Sh-- Shoals silt loam WEEKLY, AFTER STORM EVENTS, AND AS NEEDED DORMANT SEEDING B DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on flood plains. Slopes are 0 to 2 YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT ETC. ) IMMEDIATELY. percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderate organic matter content (2.0 to WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING B PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES w NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. ' REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY TEMPORARY SEEDING BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). C O STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH �W V O OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT 0 FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY foy MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) LU � r IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SODDING F INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE i TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP MULCHING G AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP i INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED CLIENT NAME: JAMIE BROWNING BY STAKE). CLIENT NAME 2 6100 W. 96TH STREET ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING SUITE 250 (317) 344 -7328 AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE i UPSTREAM FOACE OF DAME. i FOR ALL SEEDING CONDITIONS, DO NOT USE PHOSPHOROUS CONTAINING FERTILIZER (12- 12 -12) UNLESS SOIL TESTS DETERMINE THAT THERE IS A PHOSPHOROUS DEFICIENCY. USE PHOSPHOROUS FREE FERTILIZERS 2-0-12). = KENTUCKY BLUEGRASS 100 LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B = KENTUCKY BLUEGRASS 120 LBS /ACRE; CREEPING RED FESCUE 120 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SO. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G = STRAW MULCH 2 TONS /ACRE * /I/ * IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD CrA -- Crosby silt loam, 0 to 3 percent slopes This somewhat poorly drained soil has a seasonal high watertable at 0 -5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic STORMWATER POLLUTION SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.6 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE 4.5 to 5.5. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage." INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE, AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY ANALYSIS, OR EQUIVALENT, FERTILIZER. 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE OPERATED ACROSS THE SLOPE. capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID Droughtiness and water erosion are management concerns for crop production." UNDERMINING DURING CLEANOUT 5. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZER (12- 12 -12) UNLESS SOIL TESTS DETERMINE THAT THERE IS A PHOSPHOROUS EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED DEFICIENCY. USE PHOSPHOROUS FREE FERTILIZERS (12- 0 -12). Sh-- Shoals silt loam WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING 0 DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on flood plains. Slopes are 0 to 2 YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT ETC. ) IMMEDIATELY. percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderate organic matter content (2.0 to WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING 4.0 percent). Permeability is moderate (0.6 to 2 in /hr) in the most restrictive layer above 60 inches. Available water capacity is high (11.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.6 to 6.5. Wetness and the flooding hazard are management concerns for crop production. This soil responds well to tile drainage.' CONSTRUCTION SEQUENCE FOR SITE EROSION CONTROL PRACTICES NOTES: 1. BEFORE COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES, A PRE - CONSTRUCTION MEETING WILL BE SCHEDULED AND HELD WITH THE HAMILTON COUNTY SURVEYOR'S OFFICE. 2. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCIIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCIION. 3. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES: . (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control for this project site owner must include the following requirements: (1) The individual contractor for this project, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on all land being crossed or disturb. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from reconstruction of the legal Drain must be minimized throughout the land disturbing activities on each of the parcels until permanent stabilization has been achieved. (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent land disturbed by the construction project must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (C) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). STORMWATER POLLUTION PREVENTION SCHEDULE STORMWATER POLLUTION MAINTENANCE INSTALLATION SEQUENCE PREVENTION MEASURE O INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE, STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY LU INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING 0 DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT i � YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT OU) TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES w NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. ' REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). Q O STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH �W V O OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT 0 FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY foy MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) LU � r IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE i TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP i INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED CLIENT NAME: JAMIE BROWNING BY STAKE). CLIENT NAME 2 6100 W. 96TH STREET ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING SUITE 250 (317) 344 -7328 AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE i UPSTREAM FOACE OF DAME. i IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), APPROVED: MILD j ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. CHECKED BY: CRP ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. DATE: 09 -18 -06 i i REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING i OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. OF INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF i VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. m 0 W a w a W W� H ti W 0 W Q L� �O , a Z�co Cr 4 soft l 0 � ®qr H^� m�= �m 0� H _ I <;QI" LO • •. �i <, A-�; LL.6% v �i ' - w _a •f- 6 0 w -•Q= '•N Z OQ �•p� W •••••.......••••• ���/11111111��� DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C8.0 STORMWATER POLLUTION PREVENTION DETAILS.dwg PLOTTED BY. CLAUDE L. HATFIELD DATE: Thuredey, January 24, 2008 4:40:26 PM O i LU Z1-; 1 i r0 0 i � OU) LLJ w ' Q Q O LLI �W V O 0 LO 4 -'N foy LU � r UJ i I i CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 i © 2007 DeBoy Land Development Services, Inc. i DESIGNED: RCB APPROVED: MILD j DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 i i PROJECT NO.: 2006 -0120 i C800 i OF 29 i PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C8.0 STORMWATER POLLUTION PREVENTION DETAILS.dwg PLOTTED BY. CLAUDE L. HATFIELD DATE: Thuredey, January 24, 2008 4:40:26 PM �Y 0 1 City of Carmel Right -of -Way Paving Policy, November 2, 2005 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agents) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General I) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment I) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C) Soil Subggrades i) Sub grades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proof roll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement I) Milling of existing pavement surfaces shall be in accordance with Section 306.02,306.03,306.05,306.07 and 306.08 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. Hi) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. Hi) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and oN the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. Hi) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA operations, including but not limited to production, hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation I) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. Hi) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations I) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45'F (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixture be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an pproved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December IS, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April I and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing I) HMA courses shall be placed upon an approved foundation or other HMA course by means of lay down equipment in accordance with Section 409.03(c) of the Standard Specifications. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. Hi) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E) Joints I) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking, or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the pwpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents. and no single core shall show a deficiency greater than one half inch (1/2 ") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. 0) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. GENERAL NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE OF THE CONTRACT AND IN PREPARATION OF THE BID. 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 959 OF THE MAXIMUM DRY DENSITY PER ASTM D -1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 6. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING OF THE CITY OF CARMEL TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF- WAY. CLEARING AND GRUBBING 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY "CONSTRUCTION LIMITS ". 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SITE; NO "BURY PITS" SHALL BE USED FOR ONSITE DISPOSAL. 3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE MARSHAL. TREE REMOVAL AND PROTECTION 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY ROAD AND SURFACED AREAS. 2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE 5• EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT. STRIPPING OF TOPSOIL 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE REQUIRED. 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. PAVEMENT CONSTRUCTION 1. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 2. PAVING SHALL BE COMPLETED IN ONE SEASON. CONCRETE CURB AND WALKS 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. A -185. 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. 4. APPLICATION a. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT SPECIFICATIONS SHALL APPLY. c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. DEMOLITION 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. a. BUILDING WALLS. b. FOUNDATIONS. c. PAVEMENT (CONCRETE, ASPHALT AND BRICK). d. CONCRETE SLABS. 2. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID SAVINGS. 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP SUFFICIENTLY TO PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WILL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. 4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY CARMEL, AND ALL OTHER APPLICABLE GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF INDIANAPOLIS, INDIANA. UTILITIES 1. ALL WATER LINES FROM CITY CARMEL WATER COMPANY MAIN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE INDIANAPOLIS WATER COMPANY. 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED AREAS PER INDIANAPOLIS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. m W a a W a toll J U H �7 a �w F �Oq �LC q Cr C3 � Co w .V6 0 Noil O� h w O 47 DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL U) z 0 Q U LL U LIJ d U) UJ U) CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. i DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP I SCALE: NTS DATE: 09 -18 -06 i I j PROJECT NO.: 2006 -0120 C900 i OF 29 I ................. . _ ... _ ......... _ __..... -- -- -- - -- - - ._...._..... - -- -- - -- PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFICA11ONS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Thursday, January 24, 2008 4:40:43 PM z _, ti.? m W 9 F- W DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL U) z 0 Q U LL U LIJ d U) UJ U) CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. i DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP I SCALE: NTS DATE: 09 -18 -06 i I j PROJECT NO.: 2006 -0120 C900 i OF 29 I ................. . _ ... _ ......... _ __..... -- -- -- - -- - - ._...._..... - -- -- - -- PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFICA11ONS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Thursday, January 24, 2008 4:40:43 PM "ARM, L AI LI CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. ALL HOUSES, BUILDINGS, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTHERWISE APPROVED BY THE DISTRICT. 2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 3. THE EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED IF IT IS LOCATED UNDER A BUILDING ADDITION, PATIO, PORCH OR PAVED DRIVEWAY. AIR TEST IS REQUIRED TO SHOW IF ACCEPTABLE FOR RE -USE. THE PROPERTY OWNER SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT INSPECTOR MUST BE ONSITE FOR THE DURATION OF THE AIR TEST. 4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SITE FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF $100.00 WILL BE DUE. THIS MUST BE PAID PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. 5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK "...SHALL BE ABANDONED AND FILLED WITH EARTHEN MATERIAL IN A SAFE AND SANITARY MANNER." PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION. 6. ACCEPTABLE PIPE MATERIALS: PVC PIPE: SDR 35, ASTM 0 -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM 0 -241, SIX INCH PIPE GASKETS JOINTS ASTM 03212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. BEDDING: USE NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE AGGREGATE FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 6 INCHES ABOVE THE PIPE THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE 8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM D -2241. ANY PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION. 9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21 PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED. 10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE OF BUILDING FOUNDATION WALLS. 11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF 8:OOA.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR WEB SITE AT http:/www.ctrwd.org/. CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE SUITE A. INDIANAPOLIS, INDIANA 46280 PHONE: (317) 844 -9200 FAX: (317) 844 -9203 12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM. 13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT (317) 844 -9200 24 HOURS PRIOR TO TIME OF INSPECTION. 14. CONTRACTORS SHALL LAY 14 GAUGE -SOLID WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE LATERAL WITHIN A 2" POLY PIPE. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, BEDDING IS TO BE PLACED ON TOP. 15. CALL BEFORE YOU DIG. IUPPS 1- 800 - 382 -5544, 48 HOURS PRIOR TO DIGGING" SANITARY SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE DISTRICT AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715. 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B. 3. PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89 SPECIFICATION. FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED IN ONE PIECE WITH ELASTOMERIC JOINTS AND MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND 7.3.2. FITTINGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH SECTION 7.11 WITH MANUFACTURERS STANDARD PIPE BELLS AND GASKETS. WALL THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECTION 7.4.1 OF SPECIFICATIONS. GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSSSECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 SPECIFICATION. FITTINGS SHALL BE MANUFACTURED BY HARCO OR EQUAL. 4. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C -478 AND SECTION 720. 0 -RINGS SHALL CONFORM TO C -443. KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ACCORDANCE WITH ASTM CI244 -93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE ENGINEER. THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN. 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. AND CLOSE THE VALVE. C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLLOWING: MANHOLE DEPTH MINIMUM ELAPSED TIME FOR A PRESSURE CHANGE OF 11NCH HG 10 FEET OR LESS 60 SECONDS >1 0 FEET BUT <15 FEET 75 SECONDS > 15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED TIME. D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE AND THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEMBLED AND THE JOINT SEALANTS REPLACED. F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED. 5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES ABOVE TO 61NCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT PLUG MATERIAL. 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE SEALED USING INFI- SHIELD UNIBAND OR APPROVED EQUAL. PRIOR TO PLACEMENT, THE TOP 4- INCHES OF THE MANHOLE CONE AND CASTING FRAME SHALL BE CLEANED AND PRIMED. THE UNIBAND SHALL EXTEND FROM 3- INCHES BELOW THE TOP OF THE CONE SECTION TO 2- INCHES OVER THE FLANGE OF THE MANHOLE CASTING FRAME. 7. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEERS REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL BE 12- INCHES. 8. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR MATERIAL. TRENCHES OPENING WITHIN 5- FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 211. BACKFILL UNDER SIDEWALKS SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACKFILL HAS BEEN IN PLACE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE LATERAL LOCATION, DEPTH AND LENGTH. SUCH ASBUILT PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT. 11. ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST. SAID TEST SHALL BE CONDUCTED ACCORDING TO ASTM 1417 -92, AND SHALL BE WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE DISTRICT. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE L. ADD 0.5 PSIG FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED. 12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 59 DEFLECTION TEST RESULTS. ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, DUCTILE IRON PIPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE. 13. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER REPRESENTATIVE FOR CERTIFICATION AND A REPRESENTATIVE OF THE DISTRICT. 14. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. 15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO.8 CRUSHED STONE FROM 6- INCHES BELOW THE PIPE TO 121NCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO.8 CRUSHED STONE FROM 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND FROM THIS POINT TO 12- INCHES ABOVE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. 16. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH 327 LAC 3 -6 -9. 17. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. 18, NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS (327 LAC 3- 6 -20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. 19. ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SEWER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING ON THE SEWER. 21. MANHOLE CASTINGS SHALL BE STAMPED SANITARY SEWER (NEENAH CASTING R 1642A OR EQUAL) AND BE SELF - SEALING TYPE. THE CASTINGJLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE 24 INCHES. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 AND STAMPED SANITARY SEWER. 22, THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT ARE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.409 LO -INCH 0.28% 12 -INCH 0.229 15 -INCH 0.159 18 -INCH 0.129 23. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS. 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25. LATERALS ARE TO BE TRACED WITH A MINIMUM SIZE OF 14 GAUGE WIRE FROM THE WYE TO THE TERMINUS. THE CONTRACTOR FOR THE BUILDING OR HORNE WILL EXTEND THE WIRE FROM THIS TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER /' NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. 26. MANHOLES LINED IN THEIR ENTIRITY SHALL BE VACCUUM TESTED. ALL PIPES ENTERING THE MANHOLE SHOULD BE PLUGGED, TAKING CARE TO SECURELY PLACE THE PLUG FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A VACUUM PUMP OF TEN (10) INCHES OF MERCURY SHALL BE DRAWN AND THE VACUUM PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO NINE (9) INCHES. FOLLOWING ARE A MINIMUM ALLOWABLE TEST TIMES FOR MANHOLE ACCEPTANCE AT THE SPECIFIED VACUUM DROP. DEPTH (FEET) TIME (SECONDS) 48" DIAMETER 60" DIAMATER 72" DIAMETER 4 10 13 16 8 20 26 33 12 30 39 49 16 40 52 67 20 50 65 81 24 59 78 97 ADD FOR 2 FT. MORE DEPTH 5 6.66 8 NOTE: THESE NUMBERS HAVE BEEN TAKEN FROM ASTM C 1244 -93 (REAPPROVED 2000) IF THE MANHOLE FAILS IN THE INITIAL TEST, REPAIRS AND ADJUSTMENTS NECESSARY DUE TO EXTENUATING CIRCUMSTANCES (IE. PIPE JOINT, LINER, PLUG SEALING) SHOULD BE MADE RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE CITY CARMEL AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 908. ALL HIGH DENSITY POLEYETHELINE (HDPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO ASTM D 3350, FLEXIBILITY FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL CLASS OF 12454C OR 12364C PER ASTM D1784 AND JOINTS SHALL CONFORM TO ASTM D3212 AND F447. 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C -478. 5. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 7. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT IN SIZE AND A MINIMUM 18" IN DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMINED BY FIELD CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. 8. ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY THE DESIGN DRAWING. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND 9. NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. SOIL EROSION CONTROL SUMMARY 1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILTERS AS SHOWN. 2. MASS GRADE THE SITE (SIDES OF SWALES, AND MOUNDS TO BE SODDED OR SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES. 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS. CLEANING OF STREET SHALL BE REQUIRED AS DIRECTED BY LOCAL AUTHORITIES, OWNER, ARCHITECT, OR ENGINEER. 4. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT BASIS. 5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS INSTALLED. 6. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS PREPARED. 7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION. 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. PARKING LOT STRIPING 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 2. STRIPE PARKING LINES AS SHOWN ON DRAWINGS WITH STRIPING PAINT. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND HAND BROOM TO REMOVE ALL LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 399 SOLIDS) AT A WIDTH OF FOUR INCHES. PAVEMENT CONSTRUCTION 1. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. 2. PAVING SHALL BE COMPLETED IN ONE SEASON. C0 0 w Q a W a DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL L�J Q U LL U W 0. CD Uj CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN- CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C901 OF 29_ PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C9.1 SITE SPECIFICATIONS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Thuradey, January 24, 2008 4:40:55 PM 0 to O er fj a Z� 3 Q Z 3 �-0 a NO C ' Zia O w H OO H DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL L�J Q U LL U W 0. CD Uj CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN- CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C901 OF 29_ PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: C9.1 SITE SPECIFICATIONS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: Thuradey, January 24, 2008 4:40:55 PM MANHOLE RISER (5' I.D.) FRAME AND GRATE R- 2560 —E --- FIBERGLASS INLET & CYLINDER (SHOWN IN BACKGROUND) INLET PIPE MANHOLE RISER 2500 L L� _. d- CENTER OF MANHOLE RISER rnp �;�%• (5' I.D.) n ~ WIn 3 C C�l O •. r Z�4 INLET IL 0 I "0 o SEPARATION 1mC3 4 r =" �yti OF SCREEN & ICENTER mw� ATTACH FLANGES OF OIL BAFFLE 21 "B SUMP OPENING _r="O H TO WALL OF MANHOLE RISER W/ 0 r 0 (FOR SUMP OPENING PLACEMENT h ANCHOR BOLT (16 REQ.'D) SEE SEPARATION SLAB - HARDWARE SUPPLIED BY CDS DETAIL SHOWN ON SHEET 5) 25 "0 SEPARATION \ SCREEN (2400— MICRON) C E OFT PIPE ® rLMH1 RISER ATTACH SCREEN TO SLAB W/ ANCHOR BOLTS (4 REQ. -D) OUTLET PIPE SEPARATION HARDWARE SUPPLIED BY CDS. CHAMBER ATTACH SIDE AND BOTTOM FLANGES TO WALL OF MH RISER W/ ANCHOR BOLTS (6 REQ.-D) HARDWARE FIBERGLASS INLET SUPPLIED BY CDS 4" FLANGE ON INLET SIDES, 6" FLANGE ACROSS BOTTOM INLET PIPE - i o as�oo i �� CENTERLINE FIBERGLASS f OF PIPE FLOW ► SEPARATION / CYLINDER & INLET 4" OUTLET PIPE 1A1ZON Viff ' (SHEET 2) 25wO 9 00 INLET PIPE 27 SEPARATION =' . SECTION INV. 000.00 SCREEN 18" VIEW 5,_9„ (SHEET 3) DEPTH .T " BELOW 6 � PIPE SEPARATION - nVITION INVERT 21 "0 SUMP PLATE NOTES: (SHE T 2) OPENING (SEE INSERT) 24" 1. THE WEIR CHAMBER MAY BE CAST -IN -PLACE OR CONSTRUCTED OF PRECAST COMPONENTS AT THE 6" SUMP CONTRACTOR'S DISCRETION. THE CHAMBER IS SHOWN FOR REPRESENTATIONAL PURPOSES AND HAS NOT BEEN STRUCTURALLY DESIGNED. ' 8" 2, THE DIVERSION WEIR SHALL BE CAST -IN -PLACE AND REINFORCED WITH #4's 0 12" O.C.. THE WEIR SHALL CONNECT TO THE WALLS OF THE CHAMBER WITH #4 DOWELS (4312" O.C., SET 4" INTO WALL AND ANCHORED WITH EPDXY. 3 THE CONTRACTOR SHALL PROVIDE A SECONDARY CONCRETE POUR UPSTREAM AND DOWNSTREAM OF THE WEIR TO FACILITATE FLOW WITHIN THE DIVERSION WEIR CHAMBER AND MINIMIZE THE LIKELIHOOD OF SEDIMENTATION. THE BENCHING DOWNSTREAM OF THE WEIR SHALL BE SHALL BE A MINIMUM OF 112 THE HEIGHT OF THE CDS OUTLET. INDICATES MOST OF THE LOCATIONS WHERE CONCRETE IS TO BE POURED IN THE FIELD. Earth Or Sidewalk Surface Concrete Curb Or Curb & Gutter r- Pavement NVI •: eC d0 . e0 - ♦l e051.0Jo0 7 _oJ 9,000 o0 / CQaQC4a n::S�oop o0po0,rjo0J.o0�ot�(j80 ;O�oO�o�o:1� "a0�o0 \• o` °oC °aQ oq °oQ °o o eq o o; • , C j o0�$0703 80voJv$0 \ 00700700 90 o0rom \/ . / C4eCyo�4 q�"��•Q / 0 o0po�po0 o0�o0po0 � I \ oO°avo °^r�t oQrt�r�Qe / CV VO:JJ0:17 OJrJ 00 / oO�a�J7o0�oJ�a��o0 #8 Washed Aggregate--,- % oo °mac1-oe0-oc °ma„c °o�y / \/ o0po' 0po0 � Crt e�. •Gn on .:t ,rt l i 4.t 4" Min, thin. 1' -2" Min. I PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD 5PECIFICATIONS. ALL SUBSURFACE DRAIN SHALL BE DOUBLE WALL HANCOR HI —Q OR EQUIVALENT. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1'= 1' —d' CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10--9 I I I r 6 5' OUTLET PIPE INV. 000.00' rt MH RISER q SEPARATION .CHAMBER BUTYL MASTIC JOINT SEALANT (NP.) FLOW 15" RCP INLET PIPE DRILL &INSERT ANCHOR BOLTS TO SECURE FIBER- GLASS INLET TO MANHOLE 2500 L L� _. d- ° OUTLET PIPE INV. 000.00' rt MH RISER q SEPARATION .CHAMBER BUTYL MASTIC JOINT SEALANT (NP.) FLOW 15" RCP INLET PIPE DRILL &INSERT ANCHOR BOLTS TO SECURE FIBER- GLASS INLET TO MANHOLE BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ.'D). HARDWARE SUPPLIED BY CDS. 15" RCP OUTLET PIPE FLANGE IS COLOR CODED RISER WALL (6 REQUIRED) FOR PROPER SCREEN HARDWARE SUPPLIED BY ORIENTATION AS FOLLOWS: CDS TECHNOLOGIES. GREEN DOWN AND RED UP INTEGRAL DRILL & INSERT ANCHOR SEPARATION SUMP BOLTS TO SECURE SCREEN SLAB CYLINDER TO SEPARATION SLAB (4 REQ.-D) HARDWARE A SUPPLIED BY CDS. ?.'. ".. i•. oL,:v:.a♦�:•.+' -t �:r•w -. -`v � t. • .�,V'i.: �.. t• •• +:.. v'•t:'•.. �•M �ti•w. SECTION VIEW 12" (SHEET 3) (NP.) � � 6" COARSE GRAVEL INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24 "0 I �) �0 PLAN VIEW " 4" COMPACTED GRANULAR AGGREGATE MATERIAL APPROVED BY CONSTRUCTION MANAGER 4000 PSI — 6% AIR ENTRAINED CONCRETE COMPACTED SUBGRADE TO 90% T OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE CONTECH - CDS UNIT 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER f w "---3" HMA #5D BASE #53 STONE COMPACT SUBGRADE TO 90% ASTM D-1557 CLAY CENTER ROAD PAVEMENT SECTION NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. CENTER OF 72 "0 TOP SLAB z CENTER OF 24 "0 ACCESS OPENING (TYP.) 6" INSIDE OF RISER WALL (SHOWN IN BACKGROUND) TOP SLAB SHORTEST DISTANCE 57" CENTER OF 21"0 3 " — \ SUMP OPENING / 12p� \ ( I INSIDE OF RISER I / WALL (SHOWN IN BACKGROUND) SEPARATION SLAB 6" CENTER OF SEPARATION SLAB 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER `--3" HMA #5D BASE 7" #53 STONE COMPACT SUBGRADE TO 90% ASTM D-1557 INTERIOR STREET PAVEMENT SECTION 2' -0" 2' -0" -r- CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION m 0 W a W Ix a 2500 L L� FIBERGLASS ° rnp �;�%• SEPARATION n ~ WIn CYLINDER & C C�l O •. r Z�4 INLET IL 0 25 "0 o SEPARATION 1mC3 4 r =" �yti SCREEN mw� BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ.'D). HARDWARE SUPPLIED BY CDS. 15" RCP OUTLET PIPE FLANGE IS COLOR CODED RISER WALL (6 REQUIRED) FOR PROPER SCREEN HARDWARE SUPPLIED BY ORIENTATION AS FOLLOWS: CDS TECHNOLOGIES. GREEN DOWN AND RED UP INTEGRAL DRILL & INSERT ANCHOR SEPARATION SUMP BOLTS TO SECURE SCREEN SLAB CYLINDER TO SEPARATION SLAB (4 REQ.-D) HARDWARE A SUPPLIED BY CDS. ?.'. ".. i•. oL,:v:.a♦�:•.+' -t �:r•w -. -`v � t. • .�,V'i.: �.. t• •• +:.. v'•t:'•.. �•M �ti•w. SECTION VIEW 12" (SHEET 3) (NP.) � � 6" COARSE GRAVEL INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24 "0 I �) �0 PLAN VIEW " 4" COMPACTED GRANULAR AGGREGATE MATERIAL APPROVED BY CONSTRUCTION MANAGER 4000 PSI — 6% AIR ENTRAINED CONCRETE COMPACTED SUBGRADE TO 90% T OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE CONTECH - CDS UNIT 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER f w "---3" HMA #5D BASE #53 STONE COMPACT SUBGRADE TO 90% ASTM D-1557 CLAY CENTER ROAD PAVEMENT SECTION NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. CENTER OF 72 "0 TOP SLAB z CENTER OF 24 "0 ACCESS OPENING (TYP.) 6" INSIDE OF RISER WALL (SHOWN IN BACKGROUND) TOP SLAB SHORTEST DISTANCE 57" CENTER OF 21"0 3 " — \ SUMP OPENING / 12p� \ ( I INSIDE OF RISER I / WALL (SHOWN IN BACKGROUND) SEPARATION SLAB 6" CENTER OF SEPARATION SLAB 1.5" H.A.C. #11 SURFACE 2" H.A.C. #8 BINDER `--3" HMA #5D BASE 7" #53 STONE COMPACT SUBGRADE TO 90% ASTM D-1557 INTERIOR STREET PAVEMENT SECTION 2' -0" 2' -0" -r- CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION m 0 W a W Ix a DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL J Q Uj 0 Uj I-- CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C1 000 OF 29 L L� U �I w C4 r ° rnp �;�%• n ~ WIn a^H C C�l O •. r Z�4 IL 0 i; Orq o W O 1mC3 4 r =" �yti E mw� _r="O H 0 r 0 - h DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL J Q Uj 0 Uj I-- CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C1 000 OF 29 1` 4�-' ��•� O�J 0 rnp �;�%• p �J= O W Q - - • :� Z 0 a: z- IL 114,1111111111100 < F- U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL J Q Uj 0 Uj I-- CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C1 000 OF 29 Ia Ll INSTALL 20 LFT UNDERDRAIN M 04 6.f 6" INSTALL 20 LFT UNDERDRAIN #5 RI 2' -0" 3' -0" n" INLET TYPE "L" TYPICAL PVMT SECTIONS (SEE DETAIL FOR DIMENSIONS) NO. 8 COURSE AGGR. REQ'D. AMOCO 453: GEOTEXTILE 6" PERF. CORRUGATED POLYETHYLENE TUBING (ASTM F 405) MIN. SLOPE 0.20% SUBSURFACE DRAIN m�m co I PIPE SIZE ASTM A PRECAST CONC. MANHOLE B E UP TO 33" D + 16" D + 12" 36" AND GREATER D + 24" D + 12" SANITARY SEWER TRENCH & BEDDING DETAIL FULL HEIGHT ASTM C -478 PRECAST CONC. MANHOLE CAP E K STEPS AS MIN 4" SUBSURFACE DRAIN SPECIFIED AS REQ'D 4'— 3 " 0 -RING GASKET 2' -0" 1.3' ASTM C -478 PRECAST ASPHALTIC MASTIC 800 15" 2 1/4' 7" ; ; s' -3" 2' -6" CONC. SECTION OR BUTYL RUBBER 11" o 18" 21/2* 11 4' -1" 6' -2" PREFORMED HOLE TO 1.8' SEAL AT JOINT " " 23/4* 11 3' -6" MAX. OF PIPE. O.D +6" S -6" 2.1' 16 1/8' 13" 16" TYP. 24" 1 3" W /NON- SHRINK N 6' -3" 4' -0" 2.3' 16 3/16* 14" 1800 CEMENT GROUT. 3 t /4. V -1" 2' -5" 6' -3" 4' -0" 0 2.6' 18 9/16* 141/2" > 30" 3 1/2"V -2' V -10 ' 5' -0" 2.9' is 1/2* ASTM C -478 PRECAST N 33" 3 3/4' 6" MIN '- 8' -3" 5' -6" CONC. BASE - 17 1 2" 4100 36" 4" 1' -5' 3' -1" 18--3-16'-0- Ld 3.4' 24 5/16* 20" 4200 C^ N Z PIPE CONC. FILLET -SLOPE Z V , MIN 1/2" PER FOOT ;,� #4 RE -BAR @ 12" O.C. EACH WAY TOWARDS PIPE FOR z (STEEL MESH AREA = 0.12 SQ /IN /SQFT DRAINAGE OR APPROVED EQUAL) NOTES: SEE STR. DATA FOR & CASTING TYPE INVERTS, PIPE SIZES SET BASE ON #11 STONE -4" ON EARTH 6" IF ON ROCK M INLET TYPE "E" ~ B - - -� _ • I 12" OC (MAX.) 8) 3/4" HOOK �C Q I- - 2 I w C j BOLTS DIA. o f— B ' t N PLAN VIEW E + 2T 1 1/2" R GROOVED END ON OUTLET END SECTION SECTION A -A SECTION B -B TONGUE END ON INLET END SECTION CONIC. TOE ANCHOR D FX - C I B Q A - -- T o � I ,. CV 6'--i L1__ A SECTION C -C CONC. END SECTION DIMENSIONS DIA MIN A C D E K R1 R2 WEIGH 12" 2" 5" 4'— 3 " 6' -2" 2' -0" 1.3' tots" 9" 800 15" 2 1/4' 7" 4'—o" s' -3" 2' -6" 1.5' 1 12 1/2" 11" 1100 18" 21/2* 11 4' -1" 6' -2" 3' -0" 1.8' o " " 23/4* 11 3' -6" 6' -3" S -6" 2.1' 16 1/8' 13" 1500 24" 1 3" ' -0" 2' -8" 6' -3" 4' -0" 2.3' 16 3/16* 14" 1800 27" 3 t /4. V -1" 2' -5" 6' -3" 4' -6" 2.6' 18 9/16* 141/2" 1 2100 30" 3 1/2"V -2' V -10 6' -3" 5' -0" 2.9' is 1/2* 15" N 33" 3 3/4' 1' -3' '- 8' -3" 5' -6" 3.1' - 17 1 2" 4100 36" 4" 1' -5' 3' -1" 18--3-16'-0- Ld 3.4' 24 5/16* 20" 4200 EDGE OF PVMT, CURB, GUTTER OR SIMILAR STRUCTURE MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE ,. GRASS GROWTH = IT 't %\ LEGEND Vii\ I • �1� � ,lI � I Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING REGULAR BACKFILL ' MATERIAL BELOW PIPE /\ I oX DEPTH OF BEDDING I�il= llr - -I- I MATERIAL BELOW PIPE I "B" BORROW OR EQUIV. - I I D (d)MIN. GRANULAR MATERIAL J! -1 I! 27" & SMALLER 3" COMPACTED TO 95% 1/62 c 30" TO 60" 4" STANDARD PROCTOR � .: Bc d 66" & LARGER 6" DENSITY. NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONC. PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PVMT EDGE OF PVMT, CURB, GUTTER OR 5' OR LESS SIMILAR STRUCTURE MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GRASS GROWTH LEGEND \ Bc = OUTSIDE DIAMETER MIN. 1.25 Bc +12" D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE "B" BORROW OR EQUIV. % DEPTH OF BEDDING GRANULAR MATERIAL '• MATERIAL BELOW PIPE COMPACTED TO 95% . ' D (d)MIN. STANDARD PROCTOR 27" & SMALLER 3" DENSITY. 30" TO 60" 4" Bc d 66" & LARGER 6" NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONC. PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PVMT 1/2" CEMENT MORTAR 2 DIA. ' '} � cn o 6" \ 6" l W DROP PIPE MAY BE USED WITH MANHOLES TYPE H THRU N AND SHALL BE REFERRED 0 TO AS DROP MANHOLE TYPE H THROUGH N. ' 4' DIA. STANDARD DRAWING 720 - MHST -03. Q2 SEE STANDARD DRAWING 720 - MHST -06 FOR DETAILS A, B, AND C. (3 ) 4" MIN. 4" MIN. TO SUBSTITUTE MANHOLES TYPE C THROUGH N F FOR MANHOLES TYPE H THROUGH N PRECAST CONC. 0 N w SEE STANDARD DRAWINGS 720- MHST -02 AND -04. MANHO E z + COMPACTED TO 95% z CLASS A a MIN. 1.25 Bc +12" N CONC. o /� : 0_ � i� Bc = OUTSIDE DIAMETER w to io i� CL + G ' 12" d = DEPTH OF BEDDING #8 CRUSHED STONE OR .�' MATERIAL BELOW PIPE APPROVED EQUIV. , O 00 - • • • B BORROW- CLASS I BEDDING MATERIAL 51-0" I w 6" \ 6" NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. EDGE OF PVMT, CURB, GUTTER OR 5' OR LESS SIMILAR STRUCTURE MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE GENERAL NOTES 1Q DROP PIPE MAY BE USED WITH MANHOLES TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THROUGH N. FOR DETAILS OF CONSTRUCTION SEE STANDARD DRAWING 720 - MHST -03. Q2 SEE STANDARD DRAWING 720 - MHST -06 FOR DETAILS A, B, AND C. (3 ) THE CONTRACTOR WILL BE PERMITTED TO SUBSTITUTE MANHOLES TYPE C THROUGH N F FOR MANHOLES TYPE H THROUGH N "B" BORROW OR EQUIV. FOR COMPARABLE PIPE SIZES. SEE STANDARD DRAWINGS 720- MHST -02 AND -04. MANHOLE TYPE H NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. EDGE OF PVMT, CURB, GUTTER OR 5' OR LESS SIMILAR STRUCTURE MIN. 6" TOPSOIL IN THE PUBLIC R/W TO ENSURE NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL WITHIN 5' OF EDGE OF PVMT EDGE OF PVMT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W iKfill? MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH �\ ' REGULAR BACKFILL " \Ne` MIN. 1.25 Bc LEGEND Bc = OUTSIDE DIAMETER M2,; D = INSIDE DIAMETER d = DEPTH OF BEDDING #8 CRUSHED STONE MATERIAL BELOW PIPE APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED r INTO PLACE. ,\ Bc 4' N OTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PVMT x 1/2 CEMENT MORTAR TO VAR. 6' 1, 0 PRECAST CONC. m MANHOLE 4' DIA. a t > 4" MIN. 4" IN. F DIA. a CLASS A CONC. o G Z PIPE THICKNESS CID OAP' +1/2G +2" ; w i B BORROW-- • 1 0 GENERAL NOTES (1 DROP PIPE MAY BE USED WITH MANHOLES TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THROUGH N. FOR DETAILS OF CONSTRUCTION SEE STANDARD DRAWING 720 - MHST -03. Q2 SEE STANDARD DRAWING 720 - MHST -06 FOR DETAILS A, B, AND C. THE CONTRACTOR WILL BE PERMITTED TO SUBSTITUTE MANHOLES TYPE C THROUGH F FOR MANHOLES TYPE H THROUGH N FOR COMPARABLE PIPE SIZES. SEE STANDARD DRAWINGS 720 - MHST -02 AND -04. MANHOLE TYPE J,K,L,M & N 1' MIN. OVER HIGHEST ENTERING PIPE. W N GRASS GROWTH �w ........... QC:) J. N LLJ "B" BORROW OR EQUIV. Ise W J GRANULAR MATERIAL COMPACTED TO 95% �- z MIN. 1.25 Bc +12" LEGEND STANDARD PROCTOR /� : 0_ � i� Bc = OUTSIDE DIAMETER DENSITY. \ " io i� MIN. D = INSIDE DIAMETER ' 12" d = DEPTH OF BEDDING #8 CRUSHED STONE OR .�' MATERIAL BELOW PIPE APPROVED EQUIV. , O CLASS I BEDDING MATERIAL w x HAND TAMPED OR WALKED , N � INTO PLACE. �\ . Bc \ 4' Ld NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL WITHIN 5' OF EDGE OF PVMT EDGE OF PVMT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W iKfill? MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH �\ ' REGULAR BACKFILL " \Ne` MIN. 1.25 Bc LEGEND Bc = OUTSIDE DIAMETER M2,; D = INSIDE DIAMETER d = DEPTH OF BEDDING #8 CRUSHED STONE MATERIAL BELOW PIPE APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED r INTO PLACE. ,\ Bc 4' N OTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PVMT x 1/2 CEMENT MORTAR TO VAR. 6' 1, 0 PRECAST CONC. m MANHOLE 4' DIA. a t > 4" MIN. 4" IN. F DIA. a CLASS A CONC. o G Z PIPE THICKNESS CID OAP' +1/2G +2" ; w i B BORROW-- • 1 0 GENERAL NOTES (1 DROP PIPE MAY BE USED WITH MANHOLES TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THROUGH N. FOR DETAILS OF CONSTRUCTION SEE STANDARD DRAWING 720 - MHST -03. Q2 SEE STANDARD DRAWING 720 - MHST -06 FOR DETAILS A, B, AND C. THE CONTRACTOR WILL BE PERMITTED TO SUBSTITUTE MANHOLES TYPE C THROUGH F FOR MANHOLES TYPE H THROUGH N FOR COMPARABLE PIPE SIZES. SEE STANDARD DRAWINGS 720 - MHST -02 AND -04. MANHOLE TYPE J,K,L,M & N 1' MIN. OVER HIGHEST ENTERING PIPE. m 0 w o= Q a w o! a in Q V W �mc � M^ Z I / a ..w C ' ca O ' d.� a L4 ; i Co W C w •, D �n Q � y *� fto Iwo �O o 0 0 LLJ Q z Q o 0 CL w O'••........•••'• ``� Q �/0 o POO 0 DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL z 0 C/X111­1_111­11____o W N �w ........... QC:) J. N LLJ Ise W J .j �- z in 0_ � i� i•7 �t •�t io i� O w x N � Ld C^ N Z V , J z W aQ M a, ^ a OF— in N in cV M �t in tri i0 LL j m W x .__I Of O _ U-) 'vi z LL. Lo to 00 00 ih ih o t� o 0 0 0U-) o 0 w _ Y J Z m 0 w o= Q a w o! a in Q V W �mc � M^ Z I / a ..w C ' ca O ' d.� a L4 ; i Co W C w •, D �n Q � y *� fto Iwo �O o 0 0 LLJ Q z Q o 0 CL w O'••........•••'• ``� Q �/0 o POO 0 DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL z 0 C/X111­1_111­11____o ........... QC:) J. N LLJ Ise Q .j (1) J Q LLI 0 J F—' LLJ CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 clomi 0-F29 i LI 8 7 6 5 4 3 2 1 KOR —N —SEAL OR PRECAST MANHOLE BOTTOM � A.,HON��« EQUAL EXPANDING ' °888 -°°° -" BAND RECOMMENDED REDUNDANT CHECK VALVE. MAY BE REQUIRED BY LOCAL CODE, SUPPLIED BY RESILIENT PACKING H -O -M AT CONVEN [ENT LOCATION BOOT TO AVOID SHEAR I OTHERSI OUTSIDE PUMP EFFECT D PIPE EXTERNAL BAND o J. 6" MIN. #2 STONE 2' NPT ELECTRICAL HUB STAINLESS STEEL PIPE CONNECTION TO MANHOLE 4� GATE VALVE EXTENSION C PROVIDED FOR DISCH. GREATER CONDUIT SEAL TO BE SUPPLIED BY C THAN 2' FROM TOPOF BASIN. CONTRACTOR TO MEET CODES AND THERMOPLASTIC JUNCTION BOX m n PREVENT SURFACE WATER FROM TOP OF CASTING = 9D2.00 ENTERING JUNCTION BOX 10" STD. INSTALL 20 LFT f UNDERDRAIN a A INLET HUB LIFTING CHAIN 1 112" GUIDE RAILS INSTALLED BY _ , GALVANIZED PIPE INTERMEDIATE BRACEREO'D H -O -M FOR EXTENSIONS LONGER OTHERS / THAN 1d -d' INFLUENT HUB FOR ® PIPING — _ (4" STD.) INVERT = 898.87 CAST IRON ECK VALVE O Q 2" BRASS GATE VALVE BRACES REQUIRED FOR O I O \ 4' -0" MIN. STAINLESS STEEL GUIDE RAILS LONGER (7 N THAN 15'17' B ALARM LEVEL B • ELEV. = 89825 ------DISCHARGE INVERT = 898.87 ll TURN -ON HYDRAULICALLY SEALED - � TWO PUMPS DISCHARGE FLANGE 6" 6" ,ELEV. = 897.75 3.7 TURN -ON r35 \ I O ONE PUMP 29-091 ELEV. = 897 25 T -0" STD, SHIMS FOR DISCHARGE TURN -OFF \ �� INSTALL 20 L 3-0" UNDERDRAIN FLAN ALIGNMENT LEVEL ELEV. = 895.85 FT ' RECOMMENDED HOPPER 29$ 2" BOTTOM, BY OTHERS #5 REBAR 6" = OTTOM OF STRUCTURE •� Z , �. �t A wd •� &4 A 4 X pry A USED WITH HPGH VERTICAL DISCHARGE GRINDER A Q SEALED MERCURY OR HYDROMATIC HPGH GRINDER PUMP M.M% I: - -- Fi MECHANICAL FLOAT SWITCH SPEED 3450 RPM: IMPELLAR 5.250 HYDI�IOMS ONE PHASE; 230 VOLTS, TDH 50 FT, 33GPM �Ytr A 503073 f- NEW ONA W NG •R,l orwu ...un x .w .wnn oa�R.r > ..a.aN..c .... o0. Rev Lw .0. D.TE RE.S oESaew ar DUPLEX HOG -HOR INSTALLATION C-4 I w UNLESS OTHERWSE SPEM+IE� Do NOT IX FIBERGLASS SUMP w/THERYOPLASTIC J -BOX M o.cr.slaNS ARE w wcncs SCALE • ocaum • • rRACnaNAL• onnR,i ar DATE aeaED er s� r 1 a vincti .a :.o+o• ur To +,• a 1/]t• DRAWING svR11! 2 -3h00 1 B PL-1 .Y1Y a .006• 11• • UP 1 1/1•• PLOT SCAIE PMT NUMBER 42E ptAY•16 NUMBER REV. ANQE$ a RM! ANGI.LS 7 1 8 - - -- 14868 -000 -M A 8 7 6 5 4 3 2 1 N OTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR INLET TYPE "Ll' LATERAL CAP. MINIMUM 1 &MAXIMUM 4 " NOTE: CONCRETE APRON AND CASTING SHALL BE 20" VESTAL CASTING WITH 12" LID, CLEARANCE FROM TOP OF INSTALLED SO THAT THEY DO NOT MINIMUM 1" CLEARANCE FROM TOP OF LETTERED "SEWER" WITH CAP TO BOTTOM OF CASTING CONTACT THE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASTING PENTAGONAL BOLT /LOCK NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 n u � � nn � WITH SEWER ON CASTING nr 1 ( - A B 6" PVC PIPE TANK DIA. 42" 48" "A" 3.518 4318 813118 a / \ D + 24" D + 12" 4-318 9 72" 10-18 3118 PIPE EXTERNAL BAND o J. 6" MIN. #2 STONE 2' NPT ELECTRICAL HUB STAINLESS STEEL PIPE CONNECTION TO MANHOLE 4� GATE VALVE EXTENSION C PROVIDED FOR DISCH. GREATER CONDUIT SEAL TO BE SUPPLIED BY C THAN 2' FROM TOPOF BASIN. CONTRACTOR TO MEET CODES AND THERMOPLASTIC JUNCTION BOX m n PREVENT SURFACE WATER FROM TOP OF CASTING = 9D2.00 ENTERING JUNCTION BOX 10" STD. INSTALL 20 LFT f UNDERDRAIN a A INLET HUB LIFTING CHAIN 1 112" GUIDE RAILS INSTALLED BY _ , GALVANIZED PIPE INTERMEDIATE BRACEREO'D H -O -M FOR EXTENSIONS LONGER OTHERS / THAN 1d -d' INFLUENT HUB FOR ® PIPING — _ (4" STD.) INVERT = 898.87 CAST IRON ECK VALVE O Q 2" BRASS GATE VALVE BRACES REQUIRED FOR O I O \ 4' -0" MIN. STAINLESS STEEL GUIDE RAILS LONGER (7 N THAN 15'17' B ALARM LEVEL B • ELEV. = 89825 ------DISCHARGE INVERT = 898.87 ll TURN -ON HYDRAULICALLY SEALED - � TWO PUMPS DISCHARGE FLANGE 6" 6" ,ELEV. = 897.75 3.7 TURN -ON r35 \ I O ONE PUMP 29-091 ELEV. = 897 25 T -0" STD, SHIMS FOR DISCHARGE TURN -OFF \ �� INSTALL 20 L 3-0" UNDERDRAIN FLAN ALIGNMENT LEVEL ELEV. = 895.85 FT ' RECOMMENDED HOPPER 29$ 2" BOTTOM, BY OTHERS #5 REBAR 6" = OTTOM OF STRUCTURE •� Z , �. �t A wd •� &4 A 4 X pry A USED WITH HPGH VERTICAL DISCHARGE GRINDER A Q SEALED MERCURY OR HYDROMATIC HPGH GRINDER PUMP M.M% I: - -- Fi MECHANICAL FLOAT SWITCH SPEED 3450 RPM: IMPELLAR 5.250 HYDI�IOMS ONE PHASE; 230 VOLTS, TDH 50 FT, 33GPM �Ytr A 503073 f- NEW ONA W NG •R,l orwu ...un x .w .wnn oa�R.r > ..a.aN..c .... o0. Rev Lw .0. D.TE RE.S oESaew ar DUPLEX HOG -HOR INSTALLATION C-4 I w UNLESS OTHERWSE SPEM+IE� Do NOT IX FIBERGLASS SUMP w/THERYOPLASTIC J -BOX M o.cr.slaNS ARE w wcncs SCALE • ocaum • • rRACnaNAL• onnR,i ar DATE aeaED er s� r 1 a vincti .a :.o+o• ur To +,• a 1/]t• DRAWING svR11! 2 -3h00 1 B PL-1 .Y1Y a .006• 11• • UP 1 1/1•• PLOT SCAIE PMT NUMBER 42E ptAY•16 NUMBER REV. ANQE$ a RM! ANGI.LS 7 1 8 - - -- 14868 -000 -M A 8 7 6 5 4 3 2 1 N OTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR INLET TYPE "Ll' LATERAL CAP. MINIMUM 1 &MAXIMUM 4 " NOTE: CONCRETE APRON AND CASTING SHALL BE 20" VESTAL CASTING WITH 12" LID, CLEARANCE FROM TOP OF INSTALLED SO THAT THEY DO NOT MINIMUM 1" CLEARANCE FROM TOP OF LETTERED "SEWER" WITH CAP TO BOTTOM OF CASTING CONTACT THE LATERAL OR LATERAL CAP. CAP TO BOTTOM OF CASTING PENTAGONAL BOLT /LOCK NEENAH R- 1972 -AL OR EAST JORDAN V- 1601 -1 n u � � nn � WITH SEWER ON CASTING nr EDGE OF PAVEMENT, " /\ -�� / 6 CLEARANCE FROM TOP OF PIPE 36 x 36 x 6 CONCRETE 20 0 FRATCO HDPE METER PIT \\ ` / \\ " 3 �� /\ G /� TO TOP OF #8 STONE APRON WITH FIBERMESH \, \� / \ \/\ 6 PVC PIPE CURB, GUTTER OR 7.2 L3S /FT, MIN. 3 DEEP OR EQUAL k /\ 6 MINIMUM (TYP.) REINFORCEMENT. SIMILAR STRUCTURE 5 OR LESS MIN. 6" TOPSOIL = I �/\ / \/` �/\ �\ \i �- �` 6 " SDR35 PVC PIPE \ \i \ \i\ IN THE PUBLIC R/W / - / " " " TO ENSURE 6 X 6 X 6 TEE -WYE GRASS GROWTH \ (6 X 6 X 6) TEE -WYE \ ... r MAX. WI DTH A \/ /jj LEGEND MIN. WIDTH B ... Bc = OUTSIDE DIAMETER (2 —6 MIN.) MIN. 1.25 Bc +12" D = INSIDE DIAMETER 1 , _ d = DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: FLOW —� FLOW —► i IF DUCTILE IRON OR TRUSS DEPTH OF BEDDING .7T` I PIPE IS INSTALLED A MINIMUM 6" FROM TOP OF PIPE TO BOTTOM "B" BORROW OR EQUIV. MATERIAL BELOW PIPE ; ` ' of 6" OF CRUSHED #8 STONE OF METER PIT. CONTRACTOR SHALL \ \j\ \j\ \j\ \ /� \j\ \j� \�i� \j�� \,� \ /� \j� \j\ \j 6" SEWER LATERAL i�j,�j�j�j�j�j,�j��j� \jam \j� \j� \j� \j� \,� 6" SEWER LATERAL GRANULAR MATERIAL \� I t . /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i 8 STONE BELOW CONCRETE COMPACTED TO 95% D (d)MIN. SHALL BE PLACED OVER THE PIPE. NOT ALLOW METER PIT TO CONTACT # STANDARD PROCTOR 27" &SMALLER 3" N Z I LATERAL TEE -WYE CONCRETE CAP. APRON TO PREVENT CLEANOUT TYPE 2 / I I I SETTLING. EXTEND TO DENSITY. 30" TO 60" 4„ I CEANOT LU TYPE UNDISTURBED EARTH. HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS Bc d 66 & LARGER 6 -- --- -- CRUSHED #8 BEYOND THREE FEET OF BUILDING) , X X a •� ' STONE (GRASS OR LANDSCAPE SURFACES SEWER AS BEYOND THREE FEET OF BUILDING) PER PLAN NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. i " PROVIDED ON D/4 OR 6" MIN. I 2. A MINIMUM 9 OF CLEARANCE SHALL BE PR I EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL PVC PIPE SANITARY SEWER TRENCH & BEDDING DETAIL NOTE: TOP Of CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANWTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. NOTEOUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS ARE TO BE 6" SDR 35 GASGETED PIPE ALL CLEANOUT FITTINGS ARE TO BE SDR 26 WITHIN 5 OF EDGE OF PAVEMENT TYPICAL CLEANOUT DETAILS EDGE OF PAVEMENT, CURB, GUTTER OR SLOPE AWAY SIMILAR STRUCTURE GREATER MIN. 6" TOPSOIL FINISH GRADE f IN THE PUBLIC R/W THAN 5 ; TO ENSURE OUTSIDE CLEANOUT PLUG " •` _ GRASS GROWTH - N X PRECAST CONCRETE ADJUSTING RING -,_.- GRADE & ADAPTER 2 — DIA. DOUBLE ROW OF KENT SEAL , ,�� = , �I -1 LEGEND ' (—II I I' I 1 L-4 I MANHOLE STEPS PER SPECS Bc = OUTSIDE DIAMETER INFIBBER "UNIBAND" I BUTYL RUBBER WITH SHALLOBEJSEA ED NTH NON—SHRINK MIN. 1.25 Bc +12" D _ INSIDE DIAMETER I I '---- PLASTIC WRAP COVER GROUT PER SPECS, d — DEPTH OF BEDDING r-I ' REGULAR BACKFILL ' MATERIAL BELOW PIPE 1 DEPTH OF BEDDING PIPE SIZE A B 6" PVC PIPE HDPE PIPE TO EXTEND b rv� ���� rIIVHL hRHUC 6" PVC CAP FINAL GRADE MINIMUM 3" ABOVE STONE .��I, ,\ ,� . \ / / \ / /// / / / \ / / \ /�\ .� , ,� 1 ►i, ,�Ir, ,�r7 /�� \��� \ \���� \�Y� \\ \ \ / /\ / / % / / % / / % / / % /i.�� ./i.� /i.�/ /ice/ /ice / / %/% /jam ' •.: �• • ':, : �,• / \ / / \ / / \ / / \// // / / /i \ /i \ /i\ /ice /ice /ice /i.� /,.� \ \� , �� \\ . i� /.� /.� /.� /.� /,� /.� /.\ i UP TO 33" D + 16" D + 12" 36" AND GREATER D + 24" D + 12" EDGE OF PAVEMENT, " /\ -�� / 6 CLEARANCE FROM TOP OF PIPE 36 x 36 x 6 CONCRETE 20 0 FRATCO HDPE METER PIT \\ ` / \\ " 3 �� /\ G /� TO TOP OF #8 STONE APRON WITH FIBERMESH \, \� / \ \/\ 6 PVC PIPE CURB, GUTTER OR 7.2 L3S /FT, MIN. 3 DEEP OR EQUAL k /\ 6 MINIMUM (TYP.) REINFORCEMENT. SIMILAR STRUCTURE 5 OR LESS MIN. 6" TOPSOIL = I �/\ / \/` �/\ �\ \i �- �` 6 " SDR35 PVC PIPE \ \i \ \i\ IN THE PUBLIC R/W / - / " " " TO ENSURE 6 X 6 X 6 TEE -WYE GRASS GROWTH \ (6 X 6 X 6) TEE -WYE \ ... r MAX. WI DTH A \/ /jj LEGEND MIN. WIDTH B ... Bc = OUTSIDE DIAMETER (2 —6 MIN.) MIN. 1.25 Bc +12" D = INSIDE DIAMETER 1 , _ d = DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: FLOW —� FLOW —► i IF DUCTILE IRON OR TRUSS DEPTH OF BEDDING .7T` I PIPE IS INSTALLED A MINIMUM 6" FROM TOP OF PIPE TO BOTTOM "B" BORROW OR EQUIV. MATERIAL BELOW PIPE ; ` ' of 6" OF CRUSHED #8 STONE OF METER PIT. CONTRACTOR SHALL \ \j\ \j\ \j\ \ /� \j\ \j� \�i� \j�� \,� \ /� \j� \j\ \j 6" SEWER LATERAL i�j,�j�j�j�j�j,�j��j� \jam \j� \j� \j� \j� \,� 6" SEWER LATERAL GRANULAR MATERIAL \� I t . /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i 8 STONE BELOW CONCRETE COMPACTED TO 95% D (d)MIN. SHALL BE PLACED OVER THE PIPE. NOT ALLOW METER PIT TO CONTACT # STANDARD PROCTOR 27" &SMALLER 3" N Z I LATERAL TEE -WYE CONCRETE CAP. APRON TO PREVENT CLEANOUT TYPE 2 / I I I SETTLING. EXTEND TO DENSITY. 30" TO 60" 4„ I CEANOT LU TYPE UNDISTURBED EARTH. HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS Bc d 66 & LARGER 6 -- --- -- CRUSHED #8 BEYOND THREE FEET OF BUILDING) , X X a •� ' STONE (GRASS OR LANDSCAPE SURFACES SEWER AS BEYOND THREE FEET OF BUILDING) PER PLAN NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. i " PROVIDED ON D/4 OR 6" MIN. I 2. A MINIMUM 9 OF CLEARANCE SHALL BE PR I EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL PVC PIPE SANITARY SEWER TRENCH & BEDDING DETAIL NOTE: TOP Of CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANWTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. NOTEOUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS ARE TO BE 6" SDR 35 GASGETED PIPE ALL CLEANOUT FITTINGS ARE TO BE SDR 26 WITHIN 5 OF EDGE OF PAVEMENT TYPICAL CLEANOUT DETAILS EDGE OF PAVEMENT, CURB, GUTTER OR SLOPE AWAY SIMILAR STRUCTURE GREATER MIN. 6" TOPSOIL FINISH GRADE f IN THE PUBLIC R/W THAN 5 ; TO ENSURE OUTSIDE CLEANOUT PLUG " •` _ GRASS GROWTH - N X PRECAST CONCRETE ADJUSTING RING -,_.- GRADE & ADAPTER 2 — DIA. DOUBLE ROW OF KENT SEAL , ,�� = , �I -1 LEGEND ' (—II I I' I 1 L-4 I MANHOLE STEPS PER SPECS Bc = OUTSIDE DIAMETER INFIBBER "UNIBAND" I BUTYL RUBBER WITH SHALLOBEJSEA ED NTH NON—SHRINK MIN. 1.25 Bc +12" D _ INSIDE DIAMETER I I '---- PLASTIC WRAP COVER GROUT PER SPECS, d — DEPTH OF BEDDING r-I ' REGULAR BACKFILL ' MATERIAL BELOW PIPE 1 DEPTH OF BEDDING �zl 6" PVC PIPE •,, ::... ° U \, a, L MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT R- 1916 N } �- EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF l�" KENT SEAL OR SINGE ROW OF 1" KENT SEAL MATERIAL BELOW PIPE L--1 _ NEENAH R -1642A —F1 EAST JORDAN I 1045Z2 1 1045 WT �. m MANHOLE REINF. PER ASTM SPECS T PIPE DIA. PER PLAN & PROFILE "B" BORROW OR EQUIV. _ _ II D (d)MIN. 1/8" BEND I �1 27" &SMALLER 3" 16-1 CASTING SHALL BE EITHER SELF — SEALING OR WATERTIGHT, BENCHWALL SHALL BE CLASS "B" CONC. GRANULAR MATERIAL (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS X: COMPACTED TO 95% 1/6 Bc 30" TO 60" 4" COMPACTED SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED ��BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. BOTTOM OF STANDARD PROCTOR :Bc d 66" & LARGER 6" �� .: STONE TO MATCH KENT SEAL, OR SINGLE ROWEOFEI" KENT SEAL (SEE OF 1 /2 DENSITY. 45' (6" X 6 ") CORNER CHAMFER PAVEMENT SECTION MANHOLE CASTING SCHEDULE). MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE DURA SEAL III 6" BUILDING DRAIN SPRAYED BITUMINOUS COATING OVER ENTIRE OR APPROVED EQUAL. PRESS —SEAL. NOTES: EXTIRIOR SURFACE KOR —N —SEAL AND OTHER FLEXIBLE BOOTS 1) COLLAR TO SLOPE WITH PAVEMENT GRADE PER PLANS SHALL NOT BE USED IN MANHOLES WITH PIPE 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED INVERT DEPTHS OF 14 FT. OR GREATER. IN 6" TO 12" BALANCED LIFTS. 2) 4000 PSI, AIR ENTRAINED CONIC W/ WWF 6X6 -6/6 6" MIN. COMPACTED #8 STONE 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON I.D. 6" SEWER LATERAL EACH SIDE OF THE INSTALLED PIPE. CONCRETE INLET COLLAR SANITARY MANHOLE — TYPE "A" CONCRETE PIPE (RCP) TRENCH DETAIL CLEANOUT TYPE I NOT TOSCAE REINFORCED CO GREATER THAN 5' FROM EDGE OF PAVEMENT m Q w Q W a- W U W H ti L a ovva Zw C3 C me t"! q ■ �4 O • O� w� 0 4 c i �zl U \, a, L .,� ~ls L--1 �. m �. LL LL 's e C E ...... Q' `' +a3 }3139Yaa U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL J w 0 J ui I- M CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09 -18 -06 PROJECT NO.: 2006 -0120 C1 Om2 OF 29 1 Ell] j Z I 'coo 0-.1 1 kq o LLj i i 1 i I OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC x SEAL BETWEEN JOI OR BUTYL RUBBER NTS. PRECAST CONCRETE ADJUSTER RINGS IF NEEDED 112 INCHES OF RINGS L(AXIMUMI. 24" DIAMETER ,.... . ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE • - , CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED, 5" MINIMUM NOTE: MANHOLE CONFORMS e TO ASTI[ 478 b 0 -RING CASKET NON- � ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM NON- SHRINK CEMENT GROUT. I /z' PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: STRUCTURES ARE TO BE GROUTED FULLY. TROWELED SMOOTH AND BRUSH FINISHED. REINFORCED BAR PRECAST BASE � •`• :� �� � 04 0 12" ON CENTER OR 8" OR 8" PER SECTION .: APPROVED ALTERNATIVE 3" MINIMUM —MANHOLE SASE SET ON e" OF 2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 •� STANDARD PLAN APPROVED '• -� D -20 KENTON C..WAR AMILTON COUNT SURVEYOR ATE J J L OFFICE OF THE HAMILTON. :COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW STEEL ALL THREAD .• �' � ++ � ' 1'LONG ?" MIN_ DIAMETER =-a ----- --- - - - --4-' 1' STEEL NUTS & WASHERS 1' END PROFILE 4 r ,( STEEL ALL THREAD BOLT HOOKS 1 LONG �X X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX; 12" END SECTION 2 ALLTHREAD 24" END SECTION - 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED ;_1 JAN 2000 STANDARD PLAN APPROVED:- �(,JA�►oo 0_5 KENT C. WARD, AMILTON COUNTY SURVEYOR DATE C1 OFFICE OF THE HAMILTON COUNTY `SURVEYOR 1" HOT ASPHALTIC CONCRETE (H.A.C.) SURFACE ON 2" H.A.C. BASE J 6" COMPACTED AGGREGATE O COMPACTED GRANULAR BACKFILL 0 C o O ° 1. NEW SURFACE IS TO BE SLOPED JQ� �OOQv AT THE SAME RATE AS THE o EXISTING SURFACE. CX- 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. 000 3. COMPACTED AGGREGATE IS TO p °Gp BE LAID AT B" LIFTS AND IS TO o HE COMPACTED TO A MINIMUM °$ STORM SEWER PIPE OF 951. Oo 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. 5. 1.5" H.A.C. •11 SURFACE. B. BITUMINOUS TACK APPLIED. AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS • 1993 SECTIONS 409 S. 902. ASPHALT DRIVE.. REPAIR (DRANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD ,PLAN APPROVED: A�� M _ KENTON C. W D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON: COUNTY SURVEYOR DRIVEWAY CROSSINGS COUNTY /STATE ROAD ' A TALE I COUNTY t� ro �7 �1 . C � M0 � PLAN VIEW -c a A. PORTION OF THE COUNTY TILE TO BE REPLACED BY REINFORCED CONCRETE PIPE (RCP), C.M.P., STEEL PIPE OR DUCTILE IRON PIPE. MATERIAL TO BE APPROVED BY THE COUNTY SURVEYORS OFFICE. ' DRIVEWAY—* COUNTY COUNTY TILE CROSS SECTION 5" 5'-► A CONCRETE NEW 'PIPE EXISTING TILE 1. NEW PIPE TO BE ONE SIZE LARGER THAN EXISTING TILE. IF NEW TILE IS SAME SIZE AS EXISTING TILE, A FERNCO FITTING OR EQUIVALENT IS TO BE USED TO MAKE CONNECTION. u NEW P[PE II EXISTING TILE I� Notify Hamilton County Surveyors Office two working days prior to crossing for inspection, at (317)776 -8495. (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: c _ 1 NTON C. RD, HAMILTON COUNTY SURVEYOR DATE. OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM 2002 •� STANDARD PLAN APPROVED '• -� D -20 KENTON C..WAR AMILTON COUNT SURVEYOR ATE J J L OFFICE OF THE HAMILTON. :COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW STEEL ALL THREAD .• �' � ++ � ' 1'LONG ?" MIN_ DIAMETER =-a ----- --- - - - --4-' 1' STEEL NUTS & WASHERS 1' END PROFILE 4 r ,( STEEL ALL THREAD BOLT HOOKS 1 LONG �X X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX; 12" END SECTION 2 ALLTHREAD 24" END SECTION - 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED ;_1 JAN 2000 STANDARD PLAN APPROVED:- �(,JA�►oo 0_5 KENT C. WARD, AMILTON COUNTY SURVEYOR DATE C1 OFFICE OF THE HAMILTON COUNTY `SURVEYOR 1" HOT ASPHALTIC CONCRETE (H.A.C.) SURFACE ON 2" H.A.C. BASE J 6" COMPACTED AGGREGATE O COMPACTED GRANULAR BACKFILL 0 C o O ° 1. NEW SURFACE IS TO BE SLOPED JQ� �OOQv AT THE SAME RATE AS THE o EXISTING SURFACE. CX- 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. 000 3. COMPACTED AGGREGATE IS TO p °Gp BE LAID AT B" LIFTS AND IS TO o HE COMPACTED TO A MINIMUM °$ STORM SEWER PIPE OF 951. Oo 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. 5. 1.5" H.A.C. •11 SURFACE. B. BITUMINOUS TACK APPLIED. AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS • 1993 SECTIONS 409 S. 902. ASPHALT DRIVE.. REPAIR (DRANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD ,PLAN APPROVED: A�� M _ KENTON C. W D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON: COUNTY SURVEYOR DRIVEWAY CROSSINGS COUNTY /STATE ROAD ' A TALE I COUNTY t� ro �7 �1 . C � M0 � PLAN VIEW -c a A. PORTION OF THE COUNTY TILE TO BE REPLACED BY REINFORCED CONCRETE PIPE (RCP), C.M.P., STEEL PIPE OR DUCTILE IRON PIPE. MATERIAL TO BE APPROVED BY THE COUNTY SURVEYORS OFFICE. ' DRIVEWAY—* COUNTY COUNTY TILE CROSS SECTION 5" 5'-► A CONCRETE NEW 'PIPE EXISTING TILE 1. NEW PIPE TO BE ONE SIZE LARGER THAN EXISTING TILE. IF NEW TILE IS SAME SIZE AS EXISTING TILE, A FERNCO FITTING OR EQUIVALENT IS TO BE USED TO MAKE CONNECTION. u NEW P[PE II EXISTING TILE I� Notify Hamilton County Surveyors Office two working days prior to crossing for inspection, at (317)776 -8495. (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: c _ 1 NTON C. RD, HAMILTON COUNTY SURVEYOR DATE. OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON. :COUNTY SURVEYOR ANCHOR FOR CONCRETE END SECTIONS SIDE PROFILE TOP VIEW STEEL ALL THREAD .• �' � ++ � ' 1'LONG ?" MIN_ DIAMETER =-a ----- --- - - - --4-' 1' STEEL NUTS & WASHERS 1' END PROFILE 4 r ,( STEEL ALL THREAD BOLT HOOKS 1 LONG �X X WIDTH OF END SECTION ALLTHREAD SPACING TO BE TWO PER FOOT EX; 12" END SECTION 2 ALLTHREAD 24" END SECTION - 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED ;_1 JAN 2000 STANDARD PLAN APPROVED:- �(,JA�►oo 0_5 KENT C. WARD, AMILTON COUNTY SURVEYOR DATE C1 OFFICE OF THE HAMILTON COUNTY `SURVEYOR 1" HOT ASPHALTIC CONCRETE (H.A.C.) SURFACE ON 2" H.A.C. BASE J 6" COMPACTED AGGREGATE O COMPACTED GRANULAR BACKFILL 0 C o O ° 1. NEW SURFACE IS TO BE SLOPED JQ� �OOQv AT THE SAME RATE AS THE o EXISTING SURFACE. CX- 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. 000 3. COMPACTED AGGREGATE IS TO p °Gp BE LAID AT B" LIFTS AND IS TO o HE COMPACTED TO A MINIMUM °$ STORM SEWER PIPE OF 951. Oo 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. 5. 1.5" H.A.C. •11 SURFACE. B. BITUMINOUS TACK APPLIED. AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS • 1993 SECTIONS 409 S. 902. ASPHALT DRIVE.. REPAIR (DRANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD ,PLAN APPROVED: A�� M _ KENTON C. W D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON: COUNTY SURVEYOR DRIVEWAY CROSSINGS COUNTY /STATE ROAD ' A TALE I COUNTY t� ro �7 �1 . C � M0 � PLAN VIEW -c a A. PORTION OF THE COUNTY TILE TO BE REPLACED BY REINFORCED CONCRETE PIPE (RCP), C.M.P., STEEL PIPE OR DUCTILE IRON PIPE. MATERIAL TO BE APPROVED BY THE COUNTY SURVEYORS OFFICE. ' DRIVEWAY—* COUNTY COUNTY TILE CROSS SECTION 5" 5'-► A CONCRETE NEW 'PIPE EXISTING TILE 1. NEW PIPE TO BE ONE SIZE LARGER THAN EXISTING TILE. IF NEW TILE IS SAME SIZE AS EXISTING TILE, A FERNCO FITTING OR EQUIVALENT IS TO BE USED TO MAKE CONNECTION. u NEW P[PE II EXISTING TILE I� Notify Hamilton County Surveyors Office two working days prior to crossing for inspection, at (317)776 -8495. (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: c _ 1 NTON C. RD, HAMILTON COUNTY SURVEYOR DATE. OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON COUNTY `SURVEYOR 1" HOT ASPHALTIC CONCRETE (H.A.C.) SURFACE ON 2" H.A.C. BASE J 6" COMPACTED AGGREGATE O COMPACTED GRANULAR BACKFILL 0 C o O ° 1. NEW SURFACE IS TO BE SLOPED JQ� �OOQv AT THE SAME RATE AS THE o EXISTING SURFACE. CX- 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. 000 3. COMPACTED AGGREGATE IS TO p °Gp BE LAID AT B" LIFTS AND IS TO o HE COMPACTED TO A MINIMUM °$ STORM SEWER PIPE OF 951. Oo 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. 5. 1.5" H.A.C. •11 SURFACE. B. BITUMINOUS TACK APPLIED. AS PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS • 1993 SECTIONS 409 S. 902. ASPHALT DRIVE.. REPAIR (DRANING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED= 1 JAN 2000 STANDARD ,PLAN APPROVED: A�� M _ KENTON C. W D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON: COUNTY SURVEYOR DRIVEWAY CROSSINGS COUNTY /STATE ROAD ' A TALE I COUNTY t� ro �7 �1 . C � M0 � PLAN VIEW -c a A. PORTION OF THE COUNTY TILE TO BE REPLACED BY REINFORCED CONCRETE PIPE (RCP), C.M.P., STEEL PIPE OR DUCTILE IRON PIPE. MATERIAL TO BE APPROVED BY THE COUNTY SURVEYORS OFFICE. ' DRIVEWAY—* COUNTY COUNTY TILE CROSS SECTION 5" 5'-► A CONCRETE NEW 'PIPE EXISTING TILE 1. NEW PIPE TO BE ONE SIZE LARGER THAN EXISTING TILE. IF NEW TILE IS SAME SIZE AS EXISTING TILE, A FERNCO FITTING OR EQUIVALENT IS TO BE USED TO MAKE CONNECTION. u NEW P[PE II EXISTING TILE I� Notify Hamilton County Surveyors Office two working days prior to crossing for inspection, at (317)776 -8495. (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: c _ 1 NTON C. RD, HAMILTON COUNTY SURVEYOR DATE. OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON: COUNTY SURVEYOR DRIVEWAY CROSSINGS COUNTY /STATE ROAD ' A TALE I COUNTY t� ro �7 �1 . C � M0 � PLAN VIEW -c a A. PORTION OF THE COUNTY TILE TO BE REPLACED BY REINFORCED CONCRETE PIPE (RCP), C.M.P., STEEL PIPE OR DUCTILE IRON PIPE. MATERIAL TO BE APPROVED BY THE COUNTY SURVEYORS OFFICE. ' DRIVEWAY—* COUNTY COUNTY TILE CROSS SECTION 5" 5'-► A CONCRETE NEW 'PIPE EXISTING TILE 1. NEW PIPE TO BE ONE SIZE LARGER THAN EXISTING TILE. IF NEW TILE IS SAME SIZE AS EXISTING TILE, A FERNCO FITTING OR EQUIVALENT IS TO BE USED TO MAKE CONNECTION. u NEW P[PE II EXISTING TILE I� Notify Hamilton County Surveyors Office two working days prior to crossing for inspection, at (317)776 -8495. (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED: c _ 1 NTON C. RD, HAMILTON COUNTY SURVEYOR DATE. OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON 'COUNTY ` SURVEYOR CONCRETE IB" MIN. OR MATCH EXISTING) � O� OGOC O COMPACTED O GRANULAR BACKFILL o� O�Oc�� 1. NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE OOp b 0o0O EXISTING SURFACE. 2. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. Q 3. COMPACTED AGGREGATE IS TO °v � STORM SEWER PIPE BE LAID AT 8" LIFTS AND ]S TO OO QO BE COMPACTED TO A MINIMUM ° OF 95/.. 4. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. CONCRETE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED _1 JAN 2000 STANDARD PLAN APPROVED '�.Iai1� KENTO C. WARD HAUILTON COUNTY SURVEYOR DATE �'� _ OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON COUNTY SURVEYOR CULVERT BRIDGE INSTALLATION 2 2 CULVERT 1 WI ' MINIMUM COVER 1 FLOW 18" RIPRAP'MINIMUM FLOW 0 18" I DITCH BOTTOM NOTE: PROVIDE _FALL IN THE PIPE TOE OF SLOPE TO COINCIDE WITH END OF PIPE 3' MIN. ON BOTH DOWNSTREAM AND UPSTREAM ENDS. LONGITUDINAL SECTION CULVERT RAVEL DRIVE EXISTING CHANNEL COMPACTED FILL —�• RIPRAP 1' IN. NOTE GOOD COMPACTION OF THE FILL IS CRITICAL. THE CULVERT SHOULD BE DEPRESSED BELOW THE CHANNEL BOTTOM THE AMOUNT SHOWN ON THE PLAN. ELEVATION (DRAWING NOT TO SCALE) LENGTH OF PIPE DIAMETER AND PIPE MATERIAL 1. OR WIDTH OF ROADWAY 2. - DEPRESSION BELOW FLOWLINE: t 26 - CC 38� Ro( GRADIENT OF PIPE- HAMILTON COUNTY SURVEYOR'S OFFICE REVISED:-! JAN 2000 STANDARD PLAN APPROVED � Z � DATE C-2 C ..2 KENT C. WARD, H ILTDN COUNTY SURVEYOR i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM i 1 i OFFICE OF THE HAMILTON COUNTY SURVEYOR 8" COMPACTED AGGREGATE o d o GOO C V— vO O COMPACTED GRANULAR O BACKFILL 1. NEW SURFACE IS TO BE SLOPED c O AT THE SAME RATE AS THE NIS EXISTING SURFACE. O O'CCJ 2, COMPACTED AGGREGATE IS TO BE LAID AT 8" LIFTS AND IS TO ;6� p� BE COMPACTED TO A MINIMUM ° OF 95'/.. 3. TRENCH SPOIL IS TO BE REMOVED FROM THE i�ORK SITE, f�� dOp TORM SEWER PIPE CJ�`IO, D STONE DRIVE REPAIR (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED' 1 JAN 2000 STANDARD PLAN APPROVED '`�.ia^' KENT C. WA D, HAMILTON courlrY SURVEYOR DATE M – OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R -3501N 4 TR INVERT TO INVERT REQUIRE (INCHES) SPECIAL DESIGN 12 TO 18 24 X 24 ••• DESIGN NO YES YES 12 TO 21 30 X 30 * +• APPROVAL L NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36• OR • +• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 38 X 38 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER 3(H /BOX DESIGN YES** YES YES APPROVAL *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM *PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE STRUCTURES DEEPER THAN 48 FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTES COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET. TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED= D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR E CD i LYI 0 W !Y Q W [Y a O �: Le W ' O� Z a I �'iObr �� PMT ' hm d� Do O x i! 3n W y Q iE �ke DATE DESCRIPTION 01 -08 -07 FINAL CONSTRUCTION PLANS 04 -24 -07 CULVERT PIPE UNDER 116TH STIR. FOUN� 06 -27 -07 REMOVE FORCE MAIN AND ADD HOLDING TANK 07 -19 -07 ADD ALARM SYSTEM FOR HOLDING TANK 10 -04 -07 OFFSITE SEPTIC SYSTEM TOPO ADDED 10 -24 -07 STATE DEPT. OF HEALTH COMMENTS 11 -01 -07 STATE DEPT. OF HEALTH APPROVAL Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM Pei LLJ U) i ap � w U Q° _I N Q J o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM o � Uj � J z w OD U � Z O � J Q CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: MLD DRAWN: CLH CHECKED BY: CRP SCALE: NTS DATE: 09-18-06 PROJECT NO.: 2006 -0120 003 29_ PROJECT: F:\2006\2006-0120 – 12650 Clay Center Rd Subdivision – Browning Investments \ENGINEERING \DRAWINGS DWG: C10.2 HAMILTON COUNTY SURVEYOR'S DETAILS.dwg PLOTTED BY: CLAUDE L. HATFIELD DATE: ThursAey, January 24, 2008 4:41:53 PM • ••/ V. - - • . ..•:. •••• .••.- • . •..• .. •• DE •.yy .tea �. R OC�• ��. OMR • • • / ,• • • • • . I / 1 • • • I • • • • ♦ 1 . • •1 ♦ ♦ \ • . • • 0= DOCK 304• PAGC i ?. : • ::.. • ... , ...: .'.. .. .:.. I .., .... .. ' ZMED S-2 .. .. I ..... ...: .:....... N89' 13' 4 "E ... •".: . . � - N89' 13 41"E .. ..:•- �.:. . •.'.: :. . •. ... •..•. -..:.. .3•'- •.,. N89b 13 41 E 3 , n,� 4i 1s' 3$4.fi4_,_ :..:: ..... - .�� ,.,.ern �►sain /+AC CeC�►1Gt�iT N$9 i3 41 E .. :. :.• • 126.48 69.07' 162.47' , . 20'- BSL 20' BSL 20 8SL �" ' ..�..� ... •r•n� ..�„• �.�.� rte.. -a-p-m "'"`�' �` '"�"�' 25' ACCESS % UTILETY EASEMENT 25' ACCESS / U11LITY EASEMENT 25' ACCESS f U11UTY EASEMENT _ > f1 t V•CD N- Fknk 1.08 ACRES .� w AREA : 47123.24 S.F. a ' �'• - i o la'. ao co IS Zn �s m • w LOT: 3 • c� o!� . ' AREA: 0.99 ACRES 0 0 LOT: 1 42959.60 S-1 8 ON AREA. • 1.53 ACRE _ AREA : '66506. 36:S. F. r� 1i1rATfR 25 p ESS / 15' WATER AND GAS EASEMENT / q 20t U.& U. EASEMENT 25' ACCESS / UTIUTY EASEMEN L=163.09' > R= 52.00' DELTA-= 179.68 i ,,,,,,...,, ...^• -- .•�• --••• ....I• -r -.� - •;, • • • ., •,�. .• .a- ---� -� �,5' ACC SS.LLTYAEM01 30' SST. 7,5' UTIL4TY EASEMENT ,�- �...: 20' D.& E. EASEMENT Si 46 04!'E 20 o.s� E. W.q x �~- S89' 14' 02 "W ME V •fM■ ■ . •rr .�.� •� - - �.�/,• �V%p • -•VMS V7 • • x, GPM--A •r•IM••n••�■M.��.I S89' 34' 02 "W . P.G 1. Txrto . s 2MM PUD P(D 0 0 RIEL Vvq V- tkR- )f. Now= ammommusm THE BOUNDARIES OF THIS TEN ACRE SITE HAVE AN ABUNDANCE OF EXISTING TREES BOTH ON PROPERTY AND IMMEDIATELY BORDERING THE PROP . ERTY, (Many more than are indicated above.) THERE I5A SUBSTANTIAL QUALITY TO THE NUMBER; SIZE AND. VARIETY OF THESE-'%TREES-q IT IS DESIREABLE TO PRESERVE MANY OF THESE:TREES.AND /OR,AIDD TO,THEM-fA_V%Qj CAN BE ARRANGED IN AGREEMENT BETWEEN THE OWNER AND MR: SCOTT BREWER, CITY FORRESTER$ C THE OWNER IS AWARE- OF THE CITY ORDINANCES,"%6.04, Perimeter Buffering Require'ments' and 7 THE SPIRIT OF GOOD STEWARDSHIP, IT I&THE UTILIZE THESE TREE ASSETS,TOWARD FU LFILLI NG THE "PERIMETER-BUFFER1 NG REQUIREMENTS'FOR THIS PROJECT AS CAN BE AGREED -UPON WITH MR*-SCOTT BREWER. WE WELCOME-MR--BREWER'S COMMENTS AND LOOK FORWARD TO'WORKING WITH HIM IN ACHEIVING THIS GOAL. SCALE: V=50'43 3 DATE: 1/18/08 joUS Ev, A L DESIGN IKE BUSH LANDSCAPE .. • f . �; � ,��tl�r1�'UrTlI�SGR�IY•aurvooRS 15055 Gray Road Noblesvik IN 46062 emal: bushbmg1e@hoftnaiLcom Ph 317,846.3236 dell 317.850.7885 Fa. x 317.846.3616 F 1 LwlWA IJ t L::�ij • liY�?1i1 Na ABBREVIATIONS AND EXISTING LEGEND ' ACCEL ACCELERATION H.C. HANDICAP ° ADJ ADJACENT HORZ HORZIONTAL SPOT ELEVATION PAY TELEPHONE x ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT ......••••• 831 ............•• CONTOUR (MINOR) G GAS ARCH ARCHITECTURAL M.H. MANHOLE E)==o AREA LIGHT 1 E ELECTRIC BEG BEGINNING MAX MAXIMUM �� AREA LIGHT 2 T TELEPHONE BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE �' UTILITY POLE W WATER CIP CAST IN PLACE MIN MINIMUM E-- GUY ANCHOR SAN SANITARY SEWER ct CENTERLINE N/A NOT APPLICABLE I TELEPHONE M.H. STM STORM SEWER CMU CONC MASONRY UNIT 0. C. ON CENTER p TELEPHONE RISER CS COMBINED SEWER CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND CJ CONTROL JOINT PERP PERPENDICULAR wv C. 0. CLEAN OUT P.O.B. POINT OF BEG WATER VALVE 0/H OVERHEAD DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT o CONCRETE BUMPER DEMO DEMOLITION PVMT PAVEMENT •$ DECIDUOUS TREE Q) DRAINAGE M.H. DIA DIAMETER R RADIUS EVERGREEN TREE SQ SANITARY M.H. 6% DS DOWNSPOUT REF REFERENCE 0 BUSH CURB INLET ELEV ELEVATION RCP REINFORCED CONCERETE ELEC. ELECTRICAL PIPE X FENCE ROUND INLET (24" TYP) READ REQUIRED EQ EQUAL DISTANCE —a— SIGN ® SQUARE INLET (24" TYP) ROW RIGHT OF WAY EX. EXISTING O TRAFFIC SIGNAL POLE b CLEAN OUT SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. ® PIPE BOLLARD FOW FACE OF WALL PLASTIC PIPE DOOR n FLAG POLE "'�. FFE FINISH FLOOR ELEV SPECS SPECIFICATIONS }.: FT FOOT SQ SQUARE m � STA STATION LL1 GUTTER FLOWLINE ELEV W STORM STORM SEWER Q HT HEIGHT IZ TYP TYPICAL W HDPE HIGH DENSITY W POLYETHYLENE VIF VERIFY IN FIELD APPROX. 340 LINEAR FEET OF 10' MULTI —USE ASPHALT PATH ,W L / O 0 V V) I 0 SITE LEGEND I 10' WIDE MULTI —USE ASPHALT PATH DETAIL SPECIFICATIONS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES HOLEY MOLEY SAYS "DIG SAFELY" V1 pp tt� _,tea �C4 Lh co s ^i, � 3 1 It "ft Lh VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED -3 0000..} 3_ }}. 7a r„) +», q� ah... J w C.T CO Q V- Uj CF 1 E- CA CL all i J *�K6 2% Ing I ,M CJ ,W L / O 0 V V) I 0 SITE LEGEND I 10' WIDE MULTI —USE ASPHALT PATH DETAIL SPECIFICATIONS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES HOLEY MOLEY SAYS "DIG SAFELY" V1 pp tt� I . �C4 co V1 It "ft Lh VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED 1 i co J w C.T CO Q V- Uj CO all i J *�K6 2% Ing ,M CJ 1 � � 2. IT SHALL BE THE CONTRACTOR'S R ESPONSIBILITY TO DETERMINE IT'S THE LAW DRAWN: CLH . CHECKED BY. CRP 0 or 4(/ 0000 0000. `/ ',`, :'`:•�,O mob: ;2 Q- rnp 2• ql:r 41j dam Z 0 F— m r • / Q: O m ` see, x ` •. ^ `/ ''••00.0000 Q i_V�1 o DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24/08 TAC SUBMITTAL CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. % I . I ht LUN I KAt: I UK SHALL bE RESPONSIBLE FOR OBTAINING OR q VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING DESIGNED: RCB APPROVED: MLD ANY CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S R ESPONSIBILITY TO DETERMINE IT'S THE LAW DRAWN: CLH . CHECKED BY. CRP THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE E CONSTRUCTION AREA PRIOR TO STARTING ANY ALL 2 WORKING DAYS BEFORE YOU DIG �� SCALE. 1 = 30 DATE: 09 -18 -06 I CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILI Y T FOR I NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 THE R-ESPECTIVE UTI.I_I,TY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE NORTH PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ALTERNATE 5. STANDARDS FOR WORKER SAFETY. ALL CONTRACTORS SHALL BE RE SPONSI RESPONSIBLE FOR OBTAINING T HE PER INDIANA STATE LAW IC8 -1 -26. IT IS AG AINST THE LAW TO EX EXCAVATE SCALE: 1" = 30' MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS I 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING BEFORE COMMENCING WORK. __._.__......._. ... _._.._....___.__ __._._.__...... ___._...__.... __0.00.0.__..- ... _. __......._..._._..... _.._..__ ...... _ ............ _ ....... _ _....... ...... _.._.._....._.._... . _....._........ ---- .._............_. __..........._. . _........ _._ ....... _........___.. ._.__....._._..... AS-BUILT INFORMATION TO E- NGINEERING/ SURVEYING U R VE YI N G T� H, E ._.�_. .____. . ........ _._.....__._...... _ _......_........_...... . .............. __.. _.....__..._...... _....._.._...._ _.......... _ ................. _._......__...... COMPANY UPON COMPLETION OF CONSTRUCTION . NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER NOTE: IT IS THE CONTRACTORS RACTORS RESPONSIBILITY TO � - . - - ._ 0000. ....._........ _ ............. 0...... __ .................... _ ........ _ ........... _ _........_.._ ....... .. . ................... _...__ SURVEYOR FOR THE DEVELOPER OWNER ARE / ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS COORDINATE WITH PROJECT ENGINEER TO INSURE THE CONTRACTOR RACTOR HAS THE MOST CURRENT, COMPLETE, ' _... — PROJECT: F• \2006 \2006 0120 12650 Clay Cent Center Rd DWG: AT1 ALTERNATE TRANSPORTATION PLAN.dwg Subdivision _ Browning Investm 9 ents \ENGINEERING \DRAWINGS BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS TTED BY: CLAUDE L. HATFIELD MET A E AND ALSO PER CITY /TOWN STANDARDS AND SPECIFICATIONS. PROJECT. ENGINEER NEER DOES NOT ACCEPT RESPONSIBILITY, SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT ,0:0:0:0.. 0000: ,0000. :- .. _ : .: ... � 3 ...,. i`.:.... , ,.: _ . , , -. , :: ;, . � ° ", � _;. ,::.: '3: ... ,........ > . I : ' -: � 0000.` ..: -. .• 2 -.: , .. ... .. ...� 3 �..: A DATE. Thur January y 24, Zoos 4:43:17 PM MEET THE FORESAID CRITERIA. L �A flA�111aW.W� ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL xg�° SPOT ELEVATION ALT ALTERNATE ID INSIDE DIA 831 CONTOUR (MAJOR) APPROX APPROXIMATELY INV INVERT ......•••••831............•• CONTOUR (MINOR) ARCH ARCHITECTURAL M.H. MANHOLE 0=0 AREA LIGHT 1 BEG BEGINNING MAX MAXIMUM D=u==C1 AREA LIGHT 2 BLDG BUILDING MECH MECHANICAL `-01 UTILITY POLE CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM �— GUY ANCHOR CENTERLINE N/A NOT APPLICABLE �i; TELEPHONE M.H. CMU CONC MASONRY UNIT O.C. ON CENTER O TELEPHONE RISER CONC CONCRETE OD OUTSIDE DIA FAI TRANSFORMER CJ CONTROL JOINT PERP PERPENDICULAR wv WATER VALVE C. 0. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT � DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE '$- DIA DIAMETER R RADIUS s~ EVERGREEN TREE DS DOWNSPOUT REF REFERENCE 0 BUSH ELEV ELEVATION RCP REINFORCED CONCERETE X FENCE PIPE ELEC. ELECTRICAL READ REQUIRED —a- SI GN I EQ EQUAL DISTANCE ROW RIGHT OF WAY FO EX. EXISTING O TRAFFIC SIGNAL POLE G GAS 2. SAN SANITARY E ELECTRIC THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE EJ EXPANSION JOINT ® TRAFFIC SIGNAL M.H. co w W SLCPP SMOOTH LINED CORRUGATED 3. -.w .--- FOW FACE OF WALL PLASTIC PIPE ,lt. DOOR SAN �,�,..�.. SPECS SPECIFICATIONS CONSTRUCTION. FFE FINISH FLOOR ELEV STM STORM SEWER 4. LV SQ SQUARE P 1 1` FT FOOT UNDERGROUND I co O O STA STATION Al GUTTER FLOWLINE ELEV ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE Co r STORM STORM SEWER �1`� 2n v ��9 Q HT HEIGHT DRAINAGE M.H. o h L6 TYP TYPICAL COMPANY UPON COMPLETION OF CONSTRUCTION. HDPE HIGH DENSITY CURB INLET (D POLYETHYLENE VIF VERIFY IN FIELD I TREE P 4 ® SQUARE INLET (24" TYP) Q� a LEGEND 0 PIPE BOLLARD O fit'! FLAG POLE ..... ................_........ .. Ifl PAY TELEPHONE FO FIBER OPTICS DESIGNED: RCB APPROVED: MLD FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES G GAS 2. V� " IT'S THE LAW'! E ELECTRIC THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG T TELEPHONE co w W CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR WATER PROJECT NO.: 2006 -0120 3 SAN SANITARY SEWER I'► t� CONSTRUCTION. ~ O STM STORM SEWER 4. LV CS COMBINED SEWER P 1 1` p U G UNDERGROUND O co O O 0/H OVERHEAD W �• CO O a 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE Co r K4.0-ST UPpATF_4 SET OF CQI`iSTRUCTI.QN 21-AfyS PRI.pR. OF COMMENCING CONSTRUCTION. CONCRETE BUMPERw �1`� 2n v ��9 Q �` 3 O a BEFORE COMMENCING WORK. DRAINAGE M.H. o h L6 SQ SANITARY M.H. COMPANY UPON COMPLETION OF CONSTRUCTION. f E5 CURB INLET (D ROUND INLET (24" TYP) I 4 ® SQUARE INLET (24" TYP) Q� a e CLEAN OUT 0 PIPE BOLLARD O fit'! FLAG POLE 00 W CL III a I TREE PRESERVATION PLAN SCALE: 1" = 30' • lw vt. ini1. Qrt.— %w.irI %,..Ar%i iviNQ HOLEY MOLEY SAYS ORDER OF PREFERENCE 1. CITY /TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS_ AND NOTES "DIG SAFELY" o� o ♦ `V J LL• p �. ``` • w %� • 1.1 • O O Lu • Z q. F- a Lu C • v, • s I �llo �O�••.....•••'• `V 'fig o PRA < *1 ;11iirllll����` U) DATE DESCRIPTION 01/18/08 CITY SUBMITTAL 01/24 08 TAC SUBMITTAL J 0 Q i w C/) w w w CLIENT NAME: JAMIE BROWNING CLIENT NAME 2 6100 W. 96TH STREET SUITE 250 (317) 344 -7328 (317) 344 -7400 © 2007 DeBoy Land Development Services, Inc. i. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS AREA OBTAINED �xi�_" DESIGNED: RCB APPROVED: MLD FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES 2. PRIOR TO STARTING ANY CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE " IT'S THE LAW'! DRAWN: CLH CHECKED BY: CRP THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE CALL 2 WORKING DAYS BEFORE YOU DIG VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY SCALE: 1" = 30' DATE: 09-18-06 CONSTRUCTION. 1-800-382-5544 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR CALL TOLL FREE PROJECT NO.: 2006 -0120 NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE T P 1 PERFORMED IN COMPLIANCE WITH APPLICABLE O. S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE IT IS AGAINST THE LAW TO EXCAVATE K4.0-ST UPpATF_4 SET OF CQI`iSTRUCTI.QN 21-AfyS PRI.pR. OF COMMENCING CONSTRUCTION. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS �1`� 2n v ��9 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, BEFORE COMMENCING WORK. �'� AS -BUILT INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. f Sam STORMWATER --...%%% SO LUTI O NS INC. T g i x v e 4 P1 THE UNDERSIGNED HEREBY APPROVES CUSTOMER THE ATTACHED (4) PAGES. DATE PRELIMINARY LAYOUT 3 DETAILS P4 CONSTRUCTION DETAILS 2 1 1/16/03 PRELIMINARY / PROPOSAL DRAWINGS FJA NO. DATE DESCRIPTION DRAWN BY APPROVED BY NOTES: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. 2) IN SITUATIONS WHERE A FINE — GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, AND ESPECIALLY IN SITUATIONS INVOLVING HIGH GROUNDWATER TABLES, CONSIDERATION SHOULD BE GIVEN TO THE USE OF GASKETED PIPE JOINTS. AT THE VERY LEAST, THE PIPE JOINTS SHOULD BE WRAPPED IN A SUITABLE, NON —WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM. 3) ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. 4) SYSTEM MADE FROM: 60 %, 5 x 1, ALT2, 16go., CSP. 5) MINIMUM COVER HEIGHT FOR PIPE DESCRIBED IN NOTE #4 IS 18" 6) CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. SEE DETAIL 3, PAGE P4. 7) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. 8) ALL RISERS AND STUBS ARE 2 2/3" X 1/2- CORRUGATION AND 16 GAGE, UNLESS OTHERWISE NOTED. 9) RISERS TO BE FIELD TRIMMED TO FINAL GRADE. 10) SYSTEM IS DESIGNED FOR H2O AND H25 LOADING. IT 11", kin; a -wi L M' MR I tq 10 Lu_ �Ty P1 THE UNDERSIGNED HEREBY APPROVES CUSTOMER THE ATTACHED (4) PAGES. DATE PRELIMINARY LAYOUT P3 NOTES: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. 2) IN SITUATIONS WHERE A FINE — GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, AND ESPECIALLY IN SITUATIONS INVOLVING HIGH GROUNDWATER TABLES, CONSIDERATION SHOULD BE GIVEN TO THE USE OF GASKETED PIPE JOINTS. AT THE VERY LEAST, THE PIPE JOINTS SHOULD BE WRAPPED IN A SUITABLE, NON —WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM. 3) ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. 4) SYSTEM MADE FROM: 60 %, 5 x 1, ALT2, 16go., CSP. 5) MINIMUM COVER HEIGHT FOR PIPE DESCRIBED IN NOTE #4 IS 18" 6) CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. SEE DETAIL 3, PAGE P4. 7) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. 8) ALL RISERS AND STUBS ARE 2 2/3" X 1/2- CORRUGATION AND 16 GAGE, UNLESS OTHERWISE NOTED. 9) RISERS TO BE FIELD TRIMMED TO FINAL GRADE. 10) SYSTEM IS DESIGNED FOR H2O AND H25 LOADING. IT 11", kin; a -wi L M' MR I tq 10 Lu_ �Ty SPECIFICATION FOR CORRUGATED STEEL PIPE — ALUMINIZED TYPE 2 STEEL: SCOPE: THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. MATERIAL: THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M 274 OR ASTM A 929. PIPE: THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M -36 OR ASTM A760. THE PIPE SIZES, GAUGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES HANDLING & ASSEMBLY: SHALL BE IN ACCORDANCE WITH NCSPA'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) RECOMMENDATIONS. INSTALLATION: SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A 798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE PROJECT ENGINEER. IT IS ALWAYS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. CONSTRUCTION LOADS: CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDELINES. NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. INSTALLATION SPECIFICATION PRE — CONSTRUCTION MEETING PRIOR TO INSTALLATION OF TH.- DETENTION SYSTEM A PRE— CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE SUPPLIER OF THE DETENTION SYSTEM, THE GENERAL CONTRACTOR, SUB CONTRACTORS AND THE ENGINEER. FOUNDATION /BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT 13ACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE 4 INCHES OF A WELL— GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING. BACKFILL THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO M -145 OR A WELL — GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 —INCH LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL WITHIN THIS SET OF PLANS FOR TYPE OF MATERIAL REQUIRED. MINIMUM COVER BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR CONSTRUCTION LOADING NEEDS TO BE DETERMINED BASED ON THE TYPE OF EQUIPMENT THAT IS PLANNED FOR CONSTRUCTION. PROPER COVER FOR CONSTRUCTION EQUIPMENT SHALL BE DETERMINED PRIOR TO THE PRE — CONSTRUCTION MEETING BY THE ENGINEER. CONTECH PROJECT ID # 33443 P1 COVER SHEET P2 PRELIMINARY LAYOUT P3 DETAILS P4 CONSTRUCTION DETAILS SPECIFICATION FOR CORRUGATED STEEL PIPE — ALUMINIZED TYPE 2 STEEL: SCOPE: THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. MATERIAL: THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M 274 OR ASTM A 929. PIPE: THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M -36 OR ASTM A760. THE PIPE SIZES, GAUGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES HANDLING & ASSEMBLY: SHALL BE IN ACCORDANCE WITH NCSPA'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) RECOMMENDATIONS. INSTALLATION: SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A 798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE PROJECT ENGINEER. IT IS ALWAYS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. CONSTRUCTION LOADS: CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDELINES. NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. INSTALLATION SPECIFICATION PRE — CONSTRUCTION MEETING PRIOR TO INSTALLATION OF TH.- DETENTION SYSTEM A PRE— CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE SUPPLIER OF THE DETENTION SYSTEM, THE GENERAL CONTRACTOR, SUB CONTRACTORS AND THE ENGINEER. FOUNDATION /BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT 13ACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE 4 INCHES OF A WELL— GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING. BACKFILL THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO M -145 OR A WELL — GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 —INCH LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL WITHIN THIS SET OF PLANS FOR TYPE OF MATERIAL REQUIRED. MINIMUM COVER BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR CONSTRUCTION LOADING NEEDS TO BE DETERMINED BASED ON THE TYPE OF EQUIPMENT THAT IS PLANNED FOR CONSTRUCTION. PROPER COVER FOR CONSTRUCTION EQUIPMENT SHALL BE DETERMINED PRIOR TO THE PRE — CONSTRUCTION MEETING BY THE ENGINEER. CONTECH PROJECT ID # 33443 Kim =o". n. SCALE' 1^ = 50' STORAGE VOLUME PROVIDED = 69,000 C.F. 1 . LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. TBD-= TO BE DETERMINJ NOTES: PIPE IS BO". ALT2, 16GA, 5 x 1 SPACING BETWEEN PIPES IS 2'-9^ SYSTEM INVERT IS TBD NO. DATE DESCRIPTION D R AA'N BY APPROVED BY SCALE' 1^ = 50' STORAGE VOLUME PROVIDED = 69,000 C.F. 1 . LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. TBD-= TO BE DETERMINJ NOTES: PIPE IS BO". ALT2, 16GA, 5 x 1 SPACING BETWEEN PIPES IS 2'-9^ SYSTEM INVERT IS TBD 12 -1/8" H20/H25 — FILL CONDITION LIVE LOAD TRENCH CONDIT10Nj 10 -1/4" _41v 0 –RING 4 GASKET H -12 HUGGER BOLT, BAR & STRAP BAND az 5 CONNECTOR O –RING GASKET m CUT TRENCH BOLT, BAR & STRAP H -12 CONNECTOR HUGGER 8 6 7 8 - 7/8 "0 BAR - - - =�, BOLT 9 { 1 /2 "s� . -..-�. 1 3/8" THK. 7" –_ WIDE FLAT F NEOPRENE GASKET 111= 10 FLAT GASKET 1.) RIGID OR FLEXIBLE PAVEMENT 2.) GRANULAR ROAD BASE 3.) NORMAL ROADWAY EMBANKMENT FILL PLACED IN 8" LIFTS AND COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T -99. 4.) 12" MIN. FOR DIAMETERS THROUGH 96" 18" MIN. FOR DIAMETERS FROM 102" AND UP MEASURED FROM TOP OF RIGID OR BQTT. OF FLEXIBLE PAVEMENT. 5.) SELECT GRANULAR FILL PER AASHTO M145 A -1, A -2 OR A -3 OR APPROVED EQUAL. (COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T -99.) 6.) 12 "0 THRU 84 "0 2 2/3" X 1/2" CSP, GAGE PER AASHTO SECTION 12. 7.)54 "0THRU 144"0 3" X 1" OR 5" X 1" CSP GAGE PER AASHTO SECTION 12. 8.) STANDARD SPACING IN TABLE, SPECIAL SPACING IS SUBJECT TO APPROVAL BY CONTECH CONSTRUCTION PRODUCTS INC. SPACING CHART PER AISI AND NCSPA GUIDELINES DIAMETER REQUIRED SPACING UP TO 24" 12" 24" – 72" 1/2 PIPE DIA 72" AND UP 36" 9.) CONTECH C40 NON –WOVEN GEOTEXTiLE AS REQUIRED TO PREVENT SOIL MIGRATION. 10.) RELATIVELY LOOSE GRANULAR BEDDING, ROUGHLY SHAPED TO FIT BOTTOM OF PIPE, 4" TO 6" IN DEPTH. ( #57 OR #8 OR OTHER SUITABLE GRANULAR) r TYPICAL B C FILL DETAIL P3 SCALE: N.T.S. 4 3 2 1 1/16/08 PRELIMINARY / PROPOSAL DRAWNGS FJA NO. DATE DESCRIPMON DRAM BY APPROVED BY NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. :i == TO BE DETERMINED CONNECTION DETAIL SINGLE BOLT, BAR & STRAP GENERAL NOTES: NO GASKET GASKETED SECTION H -12 MUGGER BAND 1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 2. BANDS FOR PIPE –ARCH ARE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE. 3. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: 12" THRU 48" 1 –PIECE 54" THRU 96" 2 –PIECE 102" THRU 144" 3– PIECES. 4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH SINGLE AND DOUBLE BB&S, ARE FURNISHED WITH A 14 GAGE ALUMINUM BACK –UP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 -2/3" X 1/2 ". DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 6. ORDER SHALL DESIGNATE GASKET OPTION. 2 HA2 HUGGER BAN D DETAIL P3 SCALE: N.T.S. Or Z w0 > o� o' o Q > moo° ° u °v 0 w o O �- LL- 0 w CONSTRUCTION LOADS: FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. PIPE SPAN, AXLE LOADS (kips) INCHES 3 18 -50 1 50-75175-1101110-150 MINIMUM COVER FT 2.0 2.5 3.0 3.0 12 -42 48 -72 3.0 3.0 3.5 4.0 78 -120 3.0 3.5 4.0 4.0 126 -144 3.5 4.0 4.5 4.5 *MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE, MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MA,'i'ir' ALINED CONSTRUCTION ROADWAY SURFACE. 4 3 2 . 1 1/16/08 PRELIMINARY f PROPOSAL DRAWINGS FJA NO. DATE DESCRIPTION DRAMN BY APPROVED BY N OTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. :i = TO BE DETERMINED TRAFFIC RATED MANHOLE OR CATCH BASIN (BY CONTRACTOR) VEHICULAR WEARING SURFACE (BY CONTRACTOR) 7 COMPACTED SUB GRADE CUT RISER TO FINAL ELEVATION IN FIELD 4 . GRATE FRAME INSIDE DIAMETER SHOULD EQUAL APPROXIMATELY (RISER 0 + 3 °) J CMP RISER ACCESS LADDER —f (TYPICALLY BY OTHERS) C , _U SIZE, REINFORCING BY ENGINEER BASE COLLAR /SLAB (BY CONTRACTOR) USE FLEXIBLE JOINT MATERIAL TO PREVENT CONCRETE FROM CONTACTING THE RISER IN ANY WAY `--REINFORCED CONCRETE MANHOLE NOTES: CAP DESIGNED BY ENGINEER 1. THE CONCRETE CAP SHALL BE SIZED AND DESIGNED BY OTHERS SO THAT THE LOADS ARE TRANSMITTED TO THE SOIL, AND NOT THE RISER. 2. THE CONCRETE CAP SHALL BE SIZED TO PROVIDE: AN ADEQUATE BOTTOM AREA BASED ON THE ALLOWABLE BEARING CAPACITY OF THE SOIL. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF ENOUGH SO THAT THE CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS. MANHOLE - TAIL PW SCALE: N.T.S.