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Home My WebLink About07100003 Civil Constructions Plans Rcv. 10/1/2007 DOCS�o oc��a� aao0�o�c, PROJECT DATA Address: 200 W 103rd Street City/Town: City/Town County: Hamilton . Township: Clay $' Section: 11 Township: 17N Range: 3E Location: 103rd Street and Illinois Street ? Narrative: 411000 gsf building addition and expansion of existing parking field Z from 259 to 431 spaces. 0 _ Project Area: 8.93 Acres Total ImpeMous Area: Area a Right -of -Way: C acres Building Information U Building Area: 41,000 SF (106,000 gsf Total) Building F.F.E'. 847.00 Parking Parking Requirements: 1 sp per 250 gsf (Medical Offide) Parking Spaces Required: 424 Regular Parking Spaces: 420 Accessible Spaces: 11 (6 van accessible) Total Spaces Provided: 431 Roads Frontage Road: Illinois Street Road Frontage: 1348 ft `. P osted Spe ed X mph p ost ed W F- f Planning Data Q Thoroughfare: Proposed R/W: W Setback: Yards Req. Provided U-) Front: 5' 5' 0 Side: NA NA LO Rear: 30' 30' r` Zoning Information Zoning: B -3 O w o Adjacent Zoning: N- S -2 - E- B -6 L6 Of x S- B -1 W- S-2 0 � d- Floodplain Information W Flood Hazard Zone: X C9 Q z Q FIRM Panel No.: 18057CO216F IL Base Flood Elevation: 806 W w o p Soils Type Description Class y - W z Ln CrA Crosby silt loam, 0 -3% slopes C Z f--- Br Brookston silty clay loam B/D O 5 MmB2 Miami silt loam, 2 -6% slopes B ro Go z - n IL a SHEET INDEX o No. DESCRIPTION 0 C1.0 COVER SHEET C1.1 EXISTING CONDITIONS r C1.2 DEMOLITION PLAN C2.0 SITE DEVELOPMENT PLAN �W C2.1 GRADING PLAN C2.2 UTILITY PLAN C2.3 EROSION CONTROL PLAN C2.4 EROSION CONTROL PLAN C2.5 EROSION CONTROL DETAILS C2.6 STORMWATER POLLUTION PREVENTION PLAN - C2.7 SITE DETAILS s C2.8 SITE DETAILS o a� oM �> C3.0 STREET PLAN & PROFILE m "_ '- " mC1'- C5.0 STORM SEWER PLAN & PROFILE > z M 1-1.0 LANDSCAPE PLAN o y c x IL E. 2 ,X W v 1 _° L a/ s O C0,0 tcv: U) s C � U . co Bch m � N~Vy'EV (D t2 ' 9; gQ a D � 4U ww � ■ ■ LEGAL DESCRIPTION PART OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: C: 0 COMMENCING AT THE SOUTHWEST CORNER OF THE SAID NORTHWEST QUARTER �U) SECTION; THENCE ON AN ASSUMED BEARING OF NORTH-89 DEGREES 06 MINUTES 10 C: SECONDS EAST ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER SECTION A (n (U DISTANCE OF 293.80 FEET; THENCE NORTH 45 DEGREES 00 MINUTES 00 SECONDS Z C EAST A DISTANCE OF 322.77 FEET TO THE BEGINNING POINT; THENCE NORTH 00 Z Z DEGREES 00 MINUTES 00 SECONDS EAST, PARALLEL WITH THE WEST LINE OF THE W SAID NORTHWEST QUARTER SECTION, A DISTANCE OF 757.18 FEET; THENCE NORTH 16 0) Z DEGREES 14 MINUTES 35 SECONDS EAST A DISTANCE OF 354.56 FEET; THENCE C m NORTH 64 DEGREES 22 MINUTES 00 SECONDS EAST A DISTANCE OF 43.01 FEET; Z N OU THENCE NORTH 89 DEGREES 15 MINUTES 00 SECONDS EAST A DISTANCE OF 558.44 0 ._ Z FEET TO A CURVE HAVING A RADIUS OF 185.00 FEET, THE RADIUS POINT OF WHICH ._ : Q) 0 BEARS NORTH 82 DEGREES 39 MINUTES 55 SECONDS WEST; THENCE SOUTHWESTERLY F- o m Cn f- cd W ALONG SAID CURVE AN ARC DISTANCE OF 80.45 FEET TO A POINT WHICH BEARS V U SOUTH 57 DEGREES 45 MINUTES 00 SECONDS EAST FROM SAID RADIUS POINT; tCS Q THENCE SOUTH 32 DEGREES 15 MINUTES 00 SECONDS WEST A DISTANCE OF 297.48 , V m FEET TO A CURVE HAVING A RADIUS OF 261.00 FEET, THE RADIUS POINT OF WHICH -0 - BEARS SOUTH 57 DEGREES 45 MINUTES 00 SECONDS . EAST; THENCE SOUTHWESTERLY Q) w ALONG SAID CURVE AN ARC DISTANCE OF 146.91 FEET TO A POINT WHICH BEARS U) SOUTH 90 DEGREES 00 MINUTES 00 SEQONDS WEST FROM SAID RADIUS POINT; Z THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST PARALLEL WITH THE 0 -+� U WEST LINE OF SAID NORTHWEST QUARTER SECTION, A DISTANCE OF 5.25 FEET TO A V U) CURVE HAVING A RADIUS OF 40.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 90 DEGREES 00 MINUTES 00 SECONDS VEST; THENCE SOUTHWESTERLY ALONG .SAID s-- CURVE AN ARC DISTANCE OF 47.22 FEET TO THE POINT OF REVERSE CURVATURE OF C 0 D A CURVE HAVING A RADIUS OF 165.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 22 DEGREES 21 MINUTES 50 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 188.5Q FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE HAVING A RADIUS OF 40.00 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 87 DEGREES 49 MINUTES 20 SECONDS WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 32.18 FEET TO A POINT WHICH BEARS SOUTH 41 DEGREES 43 MINUTES 29 SECONDS EAST FROM SAID RADIUS ��`��,�. �• 0'J' ��''�, POINT; THENCE SOUTH 48 DEGREES 16 MINUTES 17 SECONDS WEST A DISTANCE OF Q�,C`STERF.�I 147.42L FEET TO A CURVE HAVING A RADII S OF 625.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 41 DEGREES 43 MINUTES 43 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 401.82 FEET TO A POINT = -o 10200269 _ STATE OF WHICH BEARS NORTH 78 DEGREES 33 MINUTES 52 SECONDS WEST FROM SAID o,� RADIUS POINT; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST A . DISTANCE OF 23.52 FEET TO THE BEGINNING POINT, CONTAINING 8.933 ACRES, MORE ZONAL OR LESS. BENCHMARK DATA PROJECT BENCHMARK: - EMH T .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT W ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED'SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1 of = 40' "HOLEY MOLEY " SAYS CALL E SCALE: 1" = 40' AT LEAST TWO FULL WORKING DAYS BEFORE 1- 800.382 -5544 YOU DIG IT'S THE LAW CALL TOLL FREE SHEET No. 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA C1 130. 0 U O - U rn c .c. a� a> c c W O �i ti O O •o Q ti 0 o N' �i a> 0 g v E C. 0 (V r ti O O N V O w V 0 lr , h2.STI ` .� Py lF� a lr h2.1 TO J �1 lF� 112' 3" ST - 4 3" 267, 0 `" R = 40.00' n 3" 7 46 0 lr2sr .g 7 L = 47.22' 3" � � Y'• qRO� PRO POS 3 �.,. 12 R/ 4 3„ s hJ VISION CLEARANC SETBACK 3' 0 0 - 8�s � �•sT 3 ,o T s o �V Q� N sr D ] nE hJ _47 EXISTING 2 STORY R OFFICE BUILDING F.F.E= 847.00 3„ 3" TO lFj � a J 00 o ,, c .. t " 8¢s C.0 D J ti " " q 3 " lFj 3 3 3 " 3„ .JI- IS D 3„ - 3" a l�� a R lj8,s " 2 3 D a h RC ho a. 840 6 s f 3" D „ 3 l3� 14" taini� 2 , 41, R sT TB•S l�J 3 V 3 �1a "sr 3" t1s••sr „ R 2„ 3 �7 r►p • t�1_ �5E X54.5 5 "— RVE q � 6 � /WkL 4 WOOD FENCE 0 0 a� W 0 0 0 n. 0 0 N' 0 C3 CL N ' v fV , 0 0 N O RC sA's A`�r�r 8Q �•. S 84 s � • J//AA ry 3" D io O lot WPM r -. 1 co 3" s 3„ f� ef �O m SEE SHEET 3.0 FOR DEMOLITION FOR PROPOSED MEDIAN CUT DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 2. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND /OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 3. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. Z O E-- 4. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE 0- LEGALLY DISPOSED OF OFF -SITE UNLESS OTHERWISE SHOWN. W U 5. UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL BE W PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE. 6. A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN- PLACE. 7. TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN -PLACE SHALL BE CUT, CAPPED AND PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. DEMOLITION PLAN LEGEND U.1 O TO BE ABANDONED IN PLACE CUT & PLUG PIPE o W @) TO BE DEMOLISHED OR REMOVED O TOPSOIL STRIPPING REQUIRED E EXISTING TO REMAIN. EXISTING TO O BE DEMOLISHED oR TO BE RELOCATED. I TP TREE PRESERVATION Ln REPLACE CASTING PER PLAN �� I uMiT CONSTRUCTION LIMITS � t� OSAW CUT A CLEAN EDGE - SEE NOTE 6. � w O CONSTRUCTION FENCE LL CV to X LEGEND OF EXISTING W "' z ``- UTILITY FEATURES EXISTING FEATURES LEGEND Q z — o W � ��`n LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION LU W Oa 0. �,-Q� [BEC BURIED ELECTRIC CABLE BUILDING SETBACK LINE Z U) FW- Q I [E] AERIAL ELECTRIC EASMENT LINE O ((A n a ISTC] BURIED TELEPHONE CABLE RIGHT OF WAY LINE 4 IT] AERIAL TELEPHONE • ■ ■ BOUNDARY LINE _ - C [BCTV] BURIED CABLE TV - CENTER LINE - [CM AERIAL CAB - LE TV —jE— FENCE LINE [6E BURIED ELEC/CABLE TV UNIMPROVED DRIVE / ROAD [E/N] AERIAL ELEC/CABLE TV — — -- I GUARD RAIL _ [F] FIRE LINE - SIZE AS SHOWN 000-c: — SWALE / FLOW LINE [FM] FORCE MAIN POND NORMAL POOL SIZE AS SHOWN - .. c 0 m [O] GAS LINE - SIZE AS SHOWN — — — — — — POND TOP OF BANK 0 c C '0 o " m o -C n�� > POND BOTTOM (D SANITARY SEWER O can °' v [S] SIZE AS SHOWN P - '' y W > C c <_ X [ST] STORM SEWER .... c SIZE AS SHOWN �BIDA ' INTERMEDIATE CONTOUR Q a s. W WATER LINE _,,, E H coo c . X [ ] SIZE AS SHOWN 1800 h INDEX CONTOUR 19 = o � :o X100 STORM STRUCTURE No. �� SPOT GRADE O. v Z 0,4 4 ` E x Vi ��oT-�U to RIM RIM ELEVATION ° d' a CO BENCHMARK n' Z n ca v a� Q IE: INVERT ELEVATION 6" DECIDUOUS TREE W /SIZE a 'm a (' W W X200 S SANITARY STRUCTURE No. w4" C CONIFEROUS TREE W /SIZE ❑T H HC TRANSFORMER -HVAC © © S SHRUB S ❑ ❑ PARKING LOT LIGHTING (9-4) PARKING COUNT LIGHTING C: AREA DIRECTIONAL i ) EXISTING SIGNS , 0 POWER POLES C W lot% POLE GUY WIRE W/LIGHT H MAILBOX 3' E D O ELECTRIC METER - MANHOLE ADA PARKING SPACE Q. R TELEPHONE X ? ® Q D. DEED DIMENSION - ' PEDESTAL - MANHOLE. W C 0 GD4 GAS METER - VALVE M. MEASURED DIMENSION CL Z n �. C.On SEWER CLEANOUT P. PLAT DIMENSION Z •� E � [Lat] --- Noo °00'00 "E E 2S 0` S SEWER MANHOLES Q N Z 3" �O7 p ` OO Q STORM SANITARY F.F.E. FINISHED FLOOR ELEVATION �-• • � O E �2 I— 000 Cl) ® STORM SEWER INLETS O MONUMENT FOUND "- ICU ! 42 ST !D STORM SEWER END SECTION O MONUMENT SET D (� Q E cn \� 4 = -� 7 Op p g o BUILDING DOWNSPOUT HIGHWAY MARKER FOUND --I °SF � W [ 8 ., •'�'��' O 6 ® WDd WATER VALVES D SECTION CORNER v � [18 'sT ` WQ W Q WATER METER Q L� [18 "srlal.."._�. I.R. IRON REBAR O C y-� FIRE HYDRANTS ` 5" 118"ST WONALVE WNALVE pK PK NAIL a U) b S 6" 10" 1 a„ Yq ' `` w AIR RELEIF VALVE RRS RAILROAD SPIKE CIO ,�B 13 BLOW-OFF ASSEMBLY C.F.P. CORNER FENCE POST WOOD FENCE / / \ \� ' • `` • 6„ r 757.18 ( 6° POST INDICATOR VALVE (PIV) F.P. FENCE POST CvAlr N 9 0° 0 0' 0 0 "W "- FIRE DEPT. CONNECTION R.C. REFERENCE CORNER THE RESERVE AT 2 3.5 2' � SPRINKLER HEAD D.H. DRILL HOLE �� I J 111' /'',,��i SPRINGMILL ��,�. o To ® TRAFFIC ��` ��sTeR D o ® MANHOLE LIGHT Chl CHISELED CROSS F •''• � C.M. CONCRETE MONUMENT = yt 0200269 * - UTILITY STATEMENT: �� STATE OF �0� ' The utilities shown hereon have been located from field survey information and existing ,NpIA" drawings. The surveyor makes no guarantee that the utilities shown comprise all such �0 utilities in the area, either in service or abandoned. The surveyor further does not %i, NAL 1111111l11� warrant that the utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. _Q� BENCHMARK DATA PROJECT BENCHMARK: U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE EMH &T JOB NO. 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: CAPPED REBAR LOCATED ON THE WEST RIGHT-OF-WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST 10 -01 -2007 OF THE NORTHEAST PROPERTY CORNER. CAP MARKED'SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL YV AT LEAST TWO FULL RKING DAYS YOU DIG IT'S THE LAW BEFORE + 1- 800 - 382 -5544 SHEET N0. CALL TOLL FREE 1 -800- 428 -5200 C3 FOR CALLS OUTSIDE OF INDIANA 13 X200 S SANITARY STRUCTURE No. w4" C CONIFEROUS TREE W /SIZE ❑T H HC TRANSFORMER -HVAC © © S SHRUB S ❑ LIGHTING C: AREA DIRECTIONAL i ) EXISTING SIGNS , 0 POWER POLES C W lot% POLE GUY WIRE W/LIGHT H MAILBOX 3' E D O ELECTRIC METER - MANHOLE ADA PARKING SPACE Q. R TELEPHONE X ? ® Q D. DEED DIMENSION - ' PEDESTAL - MANHOLE. W C 0 GD4 GAS METER - VALVE M. MEASURED DIMENSION CL Z n �. C.On SEWER CLEANOUT P. PLAT DIMENSION Z •� E � [Lat] --- Noo °00'00 "E E 2S 0` S SEWER MANHOLES Q N Z 3" �O7 p ` OO Q STORM SANITARY F.F.E. FINISHED FLOOR ELEVATION �-• • � O E �2 I— 000 Cl) ® STORM SEWER INLETS O MONUMENT FOUND "- ICU ! 42 ST !D STORM SEWER END SECTION O MONUMENT SET D (� Q E cn \� 4 = -� 7 Op p g o BUILDING DOWNSPOUT HIGHWAY MARKER FOUND --I °SF � W [ 8 ., •'�'��' O 6 ® WDd WATER VALVES D SECTION CORNER v � [18 'sT ` WQ W Q WATER METER Q L� [18 "srlal.."._�. I.R. IRON REBAR O C y-� FIRE HYDRANTS ` 5" 118"ST WONALVE WNALVE pK PK NAIL a U) b S 6" 10" 1 a„ Yq ' `` w AIR RELEIF VALVE RRS RAILROAD SPIKE CIO ,�B 13 BLOW-OFF ASSEMBLY C.F.P. CORNER FENCE POST WOOD FENCE / / \ \� ' • `` • 6„ r 757.18 ( 6° POST INDICATOR VALVE (PIV) F.P. FENCE POST CvAlr N 9 0° 0 0' 0 0 "W "- FIRE DEPT. CONNECTION R.C. REFERENCE CORNER THE RESERVE AT 2 3.5 2' � SPRINKLER HEAD D.H. DRILL HOLE �� I J 111' /'',,��i SPRINGMILL ��,�. o To ® TRAFFIC ��` ��sTeR D o ® MANHOLE LIGHT Chl CHISELED CROSS F •''• � C.M. CONCRETE MONUMENT = yt 0200269 * - UTILITY STATEMENT: �� STATE OF �0� ' The utilities shown hereon have been located from field survey information and existing ,NpIA" drawings. The surveyor makes no guarantee that the utilities shown comprise all such �0 utilities in the area, either in service or abandoned. The surveyor further does not %i, NAL 1111111l11� warrant that the utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. _Q� BENCHMARK DATA PROJECT BENCHMARK: U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE EMH &T JOB NO. 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: CAPPED REBAR LOCATED ON THE WEST RIGHT-OF-WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST 10 -01 -2007 OF THE NORTHEAST PROPERTY CORNER. CAP MARKED'SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL YV AT LEAST TWO FULL RKING DAYS YOU DIG IT'S THE LAW BEFORE + 1- 800 - 382 -5544 SHEET N0. CALL TOLL FREE 1 -800- 428 -5200 C3 FOR CALLS OUTSIDE OF INDIANA 13 U= a c U U S c c Wg T n Q cc(� J N Q v a n a a cv m c _. a c E c M v 6 n c c n T, c c s N w NI 1; a� •o a v , E a (V 0 0 04 0 �i 0 s' 2,p�Fo 2 7S, r�R 60• 1� lJ � "P? alJ,2 •. 8 6 311 9 IN .\ a i a. . Ip� �liii� �I EXISTING 2 STORY OFFICE BUILDING F.F.E= 847.00 n 3 � 3„ " AA \rS 3" � 84¢ Li u R 26 7.1 6.91, GRADING NOTES 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. , 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 1 5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING �OJ CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. GRADING PLAN LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION M.E. MATCH EXISTING 0001E 00 IE SWALE �ry 5.5 PAVEMENT SPOT GRADE POND BOTTOM 845.2 GROUND SPOT GRADE POND NORMAL POOL 05.50 CURB AND _ _ _ _ _ _ POND TOP OF BANK 05.00 GUTTER GRADE 1.00 / FLOW DIRECTION w/ GRADE F.F.E. FINISHED FLOOR ELEVATION v3: H:V RATIO GRADE H.Pt. HIGH POINT tE: 805.55 PIPE INVERT ELEVATION L.Pt. LOW POINT �1 STRUCTURE'S RIM ELEVA ION INTERMEDIATE CONTOUR h 40.00 TOP & BOTTOM OF WALL INDEX CONTOUR L = 47.22 ELEVATION 1 I VISION CLEARAN ♦ a � .. OWN4 • . \ �. 1 � fry' ''��. �� •.u. � - •. y ��l�`��i�i� •° ��- `'�`�� ._gym PROP OSED 41,000 SF STORY ADDITION F.F.E. =84 .00 - - 842.94 M.E. amm �� Ulall - 5.0 6.9 6.5 Tj 18•sT �`..3 843. l3 S 16° p .4 35 J sT jJ sr 844.35 846.43 84 843.85 845.93 ` ly • . 844.46, E RES 35�. � .� 84a.8� ERVE q T S6 � • • . u>; SPR 24. 24 -�` ,. _ - ING MI << _ . 844.00 x._ v w w w a w w www�.��waw-w• w w w w �o V� ELI JIM, �� . « •_`.ice �`• � /R� y ; . •.•. � ; . ; , �• ` -. // •' • • n , Joni L m 104i Oki • �� • •� . ...,' .� r _ Elam EXI TING 7' WOOD FENCE Lab", ..:.. Ile OO 0• 00 E 757.18 THE RESERVE AT SPRINGMILL O a U W H 0 W mi C 0 �cl) U) c Z � Z - IL z Z . CV v o •- Z �. M (1) 0 :5 00 EDJ C.) a. a 1r • - = 11= F°-- a w U) L Q L 0 r "ST Q �`` �` °C,1STEu �* o• *� 10200269 N90000'00" STATE OF iO�. �ND 1 AN P• 23.52' FLOOD ZONE STATEMENT %�sSjp�•��• �,��'.�`' THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR 011111111 CITY OF INDIANAPOLIS COMMUNITY PANEL #18097CO068E DATED JAN. 5, 2001 BENCHMARK DATA PROJECT BENCHMARK: EMH&T JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT-OF-WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL A WORKING DAYS BEFORE E 1-800- 382 -5J' 44 SHEET No. YOU DIG ITS THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 0 co LO W O� W 0 4- Q V) LL. W Z° a Q IL o ui `O LLI 1% W0O� =Q a to vi uj Q I� z o::) °� re) - to a j 0 U.1 N � m C co O �t> O N T N W U W >z? =X a LL a W E. �_� W X _ o coin a� Z LcnZ U • p rE oU a ci C6 o w Lu i C 0 �cl) U) c Z � Z - IL z Z . CV v o •- Z �. M (1) 0 :5 00 EDJ C.) a. a 1r • - = 11= F°-- a w U) L Q L 0 r "ST Q �`` �` °C,1STEu �* o• *� 10200269 N90000'00" STATE OF iO�. �ND 1 AN P• 23.52' FLOOD ZONE STATEMENT %�sSjp�•��• �,��'.�`' THIS SITE LIES ENTIRELY WITHIN A FLOOD HAZARD ZONE X PER FIRM MAP FOR 011111111 CITY OF INDIANAPOLIS COMMUNITY PANEL #18097CO068E DATED JAN. 5, 2001 BENCHMARK DATA PROJECT BENCHMARK: EMH&T JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT-OF-WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL A WORKING DAYS BEFORE E 1-800- 382 -5J' 44 SHEET No. YOU DIG ITS THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA cl c C 'u c t c a C c e r c c c t c C ti 7s , -�o� 112•ST a rJ 1�2.sT� n 3" 9 I - ___ .•G3~ 1 1 `r u ry r�ilr �S �O 1� EXISTING 2 STORY OFFICE BUILDING F.F.E= 847.00 3" \\ I //, 3„ In 8 tz I �E1 w �"'y Ej _[12" ::261 .00 , lj2 46..4 ST1� I�. `.7 i 1 A I i i i i r 07- I F L :4 • SAN. LAT. CONNECT TO BUILDING • c • �,,! - /� �J �O „ 84 114 " � 3 RES �Q• � � 26.8 • `_' _ - ERVE 46 24•• 24.. .. 24'• pR�NG , 703 - - - - - RIM 845.45 844.98 704 709 NO 00'00"E 7 5 7.18' IE: 836.67 836.69 RIMI 846.10 RIM 8_4 3-8-01 CAUTION -GAS LINE PRESENT. 705 IE: 836.67 S 836.69 IE: 835.60 IE: 835.51 W RIM 841.00 IE: 835.10 E IE: 835.51 HAND EXCAVATION FOR STORM IE: 834.20 N IE: 1835.10 S 1 0.00 SEWER REQUIRED. IE: 832.001 S 714 RIM 839.50 IE: 835.7f W ink© - -r�.rra nrr+rr- �r�..r•.rr.�r_.rrrw•rr��wr• =� ® • 1 225LFWC!�!2.15% EXISTING ••1 FENC THE RESERVE AT SPRINGMILL .af UTILITY NOTES UTILITY IMPROVEMENTS 1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES SANITARY SEWERS STRUCTURE NUMBER X111 707 I 825.50 RIM: 838.76 RIM 840.70 3 IE: 830.40 IE: 830.50 N WITHIN 5 FEET OF STRUCTURES. •5�, IE: 830.50 S LATERAL SIZE AS SHOWN 18 "ST CLEAN OUT / 1.81 0 STRUCTURE NUMBER 100 2. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER I 825.50 INVERT ELEVATION IE 821.5 706 ST SUB - SURFACE -DRAIN - SIZE AS SHOWN AIM 840.70 N900001 00 W at IE: 831.66 1 N I THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED IE: 831.66 S 23.52' MANHOLE ROOF DRAIN / DOWNSPOUT D.S. SWALE / FLOW LINE > 000 - >oo CLEANOUT CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS WATERLINE WATERLINE - SIZE AS SHOWN w FIRE LINE - SIZE AS SHOWN F BENDS YoA N (Z FITTINGS + II w REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. Q W" METER W Q FIRE HYDRANT AIR RELIEF VALVE 001 BLOW OFF ASSEMBLY D POST INDICATOR VALVE (PIV) 3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE FIRE DEPT. CONNECTION) SPRINKLER HEAD GAS GAS LINE - SIZE AS SHOWN G z O G M MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER GN ELECTRIC BURIED ELECTRIC LINE SEC AERIAL ELECTRIC E TRANSFORMER T LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM POWER POLE 1� 4 PARKING LOT LIGHTING O-o p-o-fl AREA LIGHTING METER p~.. Q SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE -TYPE H TELEPHONE AERIAL TELEPHONE LINE T BURIED TELEPHONE W_ PEDESTAL WATER PIPE FOR THE SEWER PER DETAIL SA -9. NOTES: SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND. EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS. U W 4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED 0 FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE. 5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS. 6. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. 7. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END SECTIONS. 8. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE. 0 9. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND NEWADJUSTING RINGS DOES NOT EXCEED 12 INCHES. LO O 10. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND /OR BARREL SECTION OF THE STRUCTURE. 11. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR r INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION t` UNLESS OTHERWISE SHOWN. Lc) I on 12. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE O W O PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE W N CASTING PER THE DETAILS. 0 r co Q W cn z° LEGEND OF PROPOSED Q < UTILITY IMPROVEMENTS UTILITY DESCRIPTION LINE TYPEISYMBOL SANITARY SEWERS STRUCTURE NUMBER X111 707 I 825.50 RIM: 838.76 RIM 840.70 3 IE: 830.40 IE: 830.50 N FM •5�, IE: 830.50 S LATERAL SIZE AS SHOWN 18 "ST CLEAN OUT / 1.81 0 STRUCTURE NUMBER 100 RIM ELEVATION I 825.50 INVERT ELEVATION IE 821.5 706 ST SUB - SURFACE -DRAIN - SIZE AS SHOWN AIM 840.70 N900001 00 W at IE: 831.66 1 N I - �m IE: 831.66 S 23.52' MANHOLE UTILITY IMPROVEMENTS UTILITY DESCRIPTION LINE TYPEISYMBOL SANITARY SEWERS STRUCTURE NUMBER 200 RIM ELEVATION I 825.50 INVERT ELEVATION IE 821.5 PIPE WITH SIZE AS SHOWN S FORCE MAIN FM MANHOLE QS LATERAL SIZE AS SHOWN 6 "Lo CLEAN OUT C.O.0 STORM SEWERS STRUCTURE NUMBER 100 RIM ELEVATION I 825.50 INVERT ELEVATION IE 821.5 PIPE WITH SIZE AS SHOWN ST SUB - SURFACE -DRAIN - SIZE AS SHOWN 6 "SSD 6 "SSD LATERAL at INLETS - �m END SECTION m MANHOLE ROOF DRAIN / DOWNSPOUT D.S. SWALE / FLOW LINE > 000 - >oo CLEANOUT C.O.0 WATERLINE WATERLINE - SIZE AS SHOWN w FIRE LINE - SIZE AS SHOWN F BENDS YoA N (Z FITTINGS + II w VALVES Q W" METER W Q FIRE HYDRANT AIR RELIEF VALVE 001 BLOW OFF ASSEMBLY D POST INDICATOR VALVE (PIV) 01 FIRE DEPT. CONNECTION) SPRINKLER HEAD GAS GAS LINE - SIZE AS SHOWN G GAS METER G M GAS VALVE GN ELECTRIC BURIED ELECTRIC LINE SEC AERIAL ELECTRIC E TRANSFORMER T POWER POLE 1� 4 PARKING LOT LIGHTING O-o p-o-fl AREA LIGHTING METER MANHOLE Q HVAC H TELEPHONE AERIAL TELEPHONE LINE T BURIED TELEPHONE 8TC PEDESTAL NOTES: SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY LEGEND. EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS. BENCHMARK DATA PROJECT BENCHMARK: U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) SITE BENCHMARK: CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL A A WORKING DAYS BEFORE E 1 -800- 382 -5544 YOU DIG ITS THE LAW' * CALL TOLL FREE 1 -800- 428 -5200 ., FOR CALLS OUTSIDE OF INDIANA •0 U) !!^^ c: U) M Z C z W 0) z a- c: Z o cJ � CV v o =3 n`Z W o i- 8m uj f- cu -a c Q , CL •- o I- W C=m Z Q 0 0 U M 0 r �X�J \1111111 /�� `` 0'r'�% No. ' 10200269 * _= ' STATE OF • . 1 �NDIANP' ZONAL EMH &T JOB NO. 2007 -1927 DATE: 10 -01 -2007 SHEET No. fi;� V o a in U) 10 Ln w°°I� OWG -7z-,QLO °. (A Z L- J °c�nz� a j �M Q) - J W - �m 7 N �NO�U 0 F- ccor;• W >zm - °.�QZg x aiOCyU� % C a . - c5a� •x W = 0com ca a (D t! - i D z oo� U • o Z �;n�•�m� (Do U a c ww � BENCHMARK DATA PROJECT BENCHMARK: U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) SITE BENCHMARK: CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." B.M. ELEVATION = 845.16 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL A A WORKING DAYS BEFORE E 1 -800- 382 -5544 YOU DIG ITS THE LAW' * CALL TOLL FREE 1 -800- 428 -5200 ., FOR CALLS OUTSIDE OF INDIANA •0 U) !!^^ c: U) M Z C z W 0) z a- c: Z o cJ � CV v o =3 n`Z W o i- 8m uj f- cu -a c Q , CL •- o I- W C=m Z Q 0 0 U M 0 r �X�J \1111111 /�� `` 0'r'�% No. ' 10200269 * _= ' STATE OF • . 1 �NDIANP' ZONAL EMH &T JOB NO. 2007 -1927 DATE: 10 -01 -2007 SHEET No. fi;� V o N 0 N U W W •o, w 0 cv W 'o a 0 0 N� 1 a� 'o a C7 E a c° v _ V_ r� 0 0 N O w U O 1\ r� � s i2•STl IT it l7ySTj \ 3" o0 3' c�1 .• 4 4" EXISTING 2 STORY `' 'I'll` OFFICE BUILDING 4 F.F.E= 847.00 mss• � a 3" .0 3" 3 IT u i` • "+ 1, • . TO R = 40.00' L = 47.22' VISION CLEARANCE SFTAACK On3 N I � u 3 sly ' 0p `gyp F �2 0 8 s S g 3" 3„ j ' S7 S `A • TDAs SF 3' . 30/z „ s 3,. Sys TCIO R ” 3" • .�j � 3 lF� 3„ " 3" 3 3 is to Sr 3" R 18 h q 6" 3 Ile [s� N, 00000c " k 24 » 840 14 " 2 -8" Retaini oo•o•a 0 o ° o° oo°o°o°o ao °° o °oo o° co oo \ \ 10 3" pQ , \ „ RetainiIi4 ry ° ° °g ° ° ° ° ° °00000 °° ' • �2 ' Wall ZIA, ° ° ° o 0 12" [Lot [Lot °000000 °° CONCRETE [LAT] ` a42 °° `WASHOUT re "sj' [3 3 [ Q » N AREA u S76' 3 \ » " j�s••Srl ? Sao l!y 6 sF 4 35 R I f 18 "ST (, ;; � "�'�s....■ 3 ► its 1$ •'sT] 2 'a, 8 [ t8 "ST] 3" RESE- r'��g ; %, •:a � n a \ l \I f �G L tit �t WOOD FENCE `' - ---1' WOOD FENCE • . _ � � / , NOO'00'00 "E - 757.18' THE RESERVE AT SPRINGMILL ` LIMIT GRADING LIMITS Z 0 -�+ U • PERMANENT SEEDING 0 p ` WITH MULCH / 1 v, • (SEE LANDSCAPE PLAN FOR TEMPORARY DROP INLET PROTECTION `J • EXCLUDED AREAS SUCH AS CONTRACTOR CAN OPT. TO USE: i<... • PLANTING BEDS AND AREAS EC-3, EC-3A, EC-36, EC-3C TO BE SODDED) M � y TEMPORARY CURB INLET PROTECTION TEMPORARY SEEDING CAP CONTRACTOR CAN OPT. TO USE: 18 ST W WITH MULCH EC-4, EC-4A, EC413, EC-4C w W W �~•�Q CD• EC-5A �.� ROCK CHECK DAM 0'O RIPRAP O��% o EC-6 N o. r GRAVEL END SECTION N90 000'00 "W PROTECTION - _ 10200269 * _ 'D ` STATE OF 23.52' EC-25 = �. � ® CONCRETE WASHOUT ROCK CHUTE ��i��s �NDIANP.�\��\.� OUTLET PROTECTION �'�iis��NAi. /1!!11111 BENCHMARK DATA PROJECT BENCHMARK: EMH&T .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1„ o 401 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE E 1 -800- 382 -5544 SHEET N O. YOU DIG ITS THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA EROSION CONTROL NOTES 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPOES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327- IAC -15 -5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND /OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON Z 0 SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. I- CL 3. SEE SHEET C2.5 FOR DETAILS REFERENCED ON THIS SHEET. w U 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION W FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 0 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A H PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP Q SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY a SEEDED. j W 8. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. EROSION CONTROL WITHIN INDIVIDUAL LOTS SHALL BE THE RESPONSIBILITY OF THE HOME 00 BUILDER WHO SHALL BE REQUIRED TO IMPLEMENT MEASURES TO CONTROL THE LOSS OF c0 Ln SEDIMENT FROM THE LOT IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. .. i EROSION CONTROL SEQUENCE AND NOTES 1. BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR - FILTER STRIPS IN PERIMETER AREAS. 1U6 w N 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. W Z 3. INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION p Q < PRACTICES FOR EXISTING STORM STRUCTURES. d. 0 u u7 OO 4. STRIP TOPSOIL IN AREAS OF TEMPORARY SEDIMENT BASINS. EXCAVATE SEDIMENT BASINS AND W � W � INSTALL EMERGENCY SPILLWAYS AND PRIMARY DISCHARGE STRUCTURES. TEMPORARY SEED BASIN d. < Q SLOPES AND BOTTOM. CONSTRUCT DIVERSIONS TO DIRECT RUNOFF FROM SITE TO THE BASIN. N w Q U 5. STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND Z t= E5 I� O D r- ro U)- ro REMOVE EXCESS FROM THE SITE. SEED STOCKPILES. a 6. BEGIN MASS EARTHWORK. CONSTRUCT TEMPORARY DIVERSIONS TO DIRECT RUNOFF TO SEDIMENT BASINS. INSTALL STORM SEWER OUTLETS FOR DRY DETENTION BASINS, COMPLETE GRADING OF a PONDS, INSTALL EROSION CONTROL BLANKETS AND SEED POND BANKS. --= - 0 _ cc 7. INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION_ AS INLETS ARE INSTALLED. 8. COMPLETE MASS GRADING. SEED LOTS AND COMMON AREAS AS SHOWN ON PLAN. 9. INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED. 10. INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT -OF -WAYS AND OTHER DISTURBED AREAS NOT PREVIOUSLY SEEDED. 11. INSTALL UTILITIES. 12. FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN. - 13. PROVIDE EROSION AND SEDIMENT CONTROL DURING HOME SITE CONSTRUCTION. SEED AND SOD c G o (q z HOME SITES PER PLAN. Q N U-) ti l 14. REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND W s o ¢Z x PROJECT SITE IS PERMANENTLY STABILIZED. a 15. MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT. W E 0 E: ` � W p x _ °�cc)E IL ) cI U • omch� 1= U IL o m a � w w .0 � A EROSION CONTROL LEGEND U) cu LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION Z ' Z � j TEMPORARY CONSTRUCTION ENTRANCE 3,M —TD EC-9 TEMPORARY DIVERSION W 6 INCHES OF 2 " -3" Z COARSE AGGREGATE ODD —ADD DIVERSION DIKE c: :D (12'W x 501) Minimum (TEMP PERIMETER PROTECTION) •— O Z � v PERMANENT SEEDING Ts TSDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIn EC -8 CV O Z =s a) WITH EROSION CONTROL BLANKET - SC150 TEMPORARY SLOPE DRAIN O I-- O 00 (n �- '; 2:1 -1:1 SLOPES MED. FLOW CHANNELS SF �� EC-2 `�- (a -J U -- SILT FENCE �1 (C� = Q (SEDIMENT FENCE) �•/ (� Q� _ PERMANENT SEEDING WITH EROSION CONTROL TP —TREE PROTECTION FENCE ..J �-- ' BLANKET - S75 a) W '� .�.� � .�.•' 4:1 - 3:1 SLOPES U^^ G NO ` LIMIT GRADING LIMITS Z 0 -�+ U • PERMANENT SEEDING 0 p ` WITH MULCH / 1 v, • (SEE LANDSCAPE PLAN FOR TEMPORARY DROP INLET PROTECTION `J • EXCLUDED AREAS SUCH AS CONTRACTOR CAN OPT. TO USE: i<... • PLANTING BEDS AND AREAS EC-3, EC-3A, EC-36, EC-3C TO BE SODDED) M � y TEMPORARY CURB INLET PROTECTION TEMPORARY SEEDING CAP CONTRACTOR CAN OPT. TO USE: 18 ST W WITH MULCH EC-4, EC-4A, EC413, EC-4C w W W �~•�Q CD• EC-5A �.� ROCK CHECK DAM 0'O RIPRAP O��% o EC-6 N o. r GRAVEL END SECTION N90 000'00 "W PROTECTION - _ 10200269 * _ 'D ` STATE OF 23.52' EC-25 = �. � ® CONCRETE WASHOUT ROCK CHUTE ��i��s �NDIANP.�\��\.� OUTLET PROTECTION �'�iis��NAi. /1!!11111 BENCHMARK DATA PROJECT BENCHMARK: EMH&T .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1„ o 401 "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE E 1 -800- 382 -5544 SHEET N O. YOU DIG ITS THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA s E a rn v N 0 0 0 0 [;7 S� •. �j �j 1b 3,. TO O� 4'I' 1 r. s EXISTING 2 STORY OFFICE BUILDING F.F.E= 847.00 J „ 3„ _ r (9 LU u 5 O� �ry lei f r2�_ 267.00, lJ ?. sr1 L " f � ' � VISION �. l�J ETBAC ; �.0, n u f ) •sT.I � ♦ _1 q 8 46 S ♦ i + ti1T 85f� '. 00 00 Z„ !Viii m O f� ` / „ 846 CA i i ♦ i i i i i i (� � 1....I ,I ♦ ♦ + i A i TJ i i R q 3„ 3 ♦ ` •�`•`•`•♦ s 3 �Fj y ♦ + i • ♦ � 3„ � " O i 3„ 844 3 + 3 u .�. CONSTRUCTIO RANC ZI a 4 ♦ i PROP ED 41,000 SF 1,8,, 7 � 3" 2 % , • ♦ ` i • — STORY ADDITION a • i s t ;' i+ i i F.F.E.= 847.00 ♦ i `" EROSION CONTROL NOTES 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327- IAC-15 -5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND /OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON Z SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 0 a 3. SEE SHEET _ FOR DETAILS REFERENCED ON THIS SHEET. m U 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES; TREE PROTECTION W FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 0 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A H PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP Q SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY 0 SEEDED. > - - W 8. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. EROSION CONTROL WITHIN INDIVIDUAL LOTS SHALL BE THE RESPONSIBILITY OF THE HOME LOO BUILDER WHO SHALL BE REQUIRED TO IMPLEMENT MEASURES TO CONTROL THE LOSS OF SEDIMENT FROM THE LOT IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INDIANA LO HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. t� u7 - EROSION CONTROL SEQUENCE AND NOTES r I 1. BEFORE CONSTRUCTION, MARK PROJECT LIMITS AND ANY AREA WITH SUITABLE VEGETATION FOR c p n FILTER STRIPS IN PERIMETER AREAS. V„ Ld N p cr- (0 xQ 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. W �- z_ 3. INSTALL INITIAL PERIMETER PRACTICES, INCLUDING PERIMETER SILT FENCE AND INLET PROTECTION 49 Q o PRACTICES FOR EXISTING STORM STRUCTURES. IL o u CD J Lf� 4. STRIP TOPSOIL IN AREAS OF TEMPORARY SEDIMENT BASINS. EXCAVATE SEDIMENT BASINS AND 19 W O� t\ INSTALL EMERGENCY SPILLWAYS AND PRIMARY DISCHARGE STRUCTURES. TEMPORARY SEED BASIN CL Q LO SLOPES AND BOTTOM. CONSTRUCT DIVERSIONS TO DIRECT RUNOFF FROM SITE TO THE BASIN. Z (/j W:-- I 5. STRIP TOPSOIL, STOCKPILE QUANTITIES NECESSARY FOR COMPLETION OF THE PROJECT AND 0 z I REMOVE EXCESS FROM THE SITE. SEED STOCKPILES. I z IL 6. BEGIN MASS EARTHWORK. CONSTRUCT TEMPORARY DIVERSIONS TO DIRECT RUNOFF TO SEDIMENT a BASINS. INSTALL STORM SEWER OUTLETS FOR DRY DETENTION BASINS, COMPLETE GRADING OF PONDS, INSTALL EROSION CONTROL BLANKETS AND SEED POND BANKS. Q 7. INSTALL SANITARY SEWER AND STORM SEWER SYSTEMS. INSTALL INLET PROTECTION AS INLETS ARE 0 INSTALLED. 8. COMPLETE MASS GRADING. SEED LOTS AND COMMON AREAS AS SHOWN ON PLAN. ® J 9. INSTALL STONE BASE FOR ROADS AND DRIVES AS SOON AS GRADE IS ESTABLISHED. 10. INSTALL ROADS, CURBS, PAVEMENT AND FINISH BACKFILL. SEED RIGHT -OF -WAYS AND OTHER DISTURBED AREAS NOT PREVIOUSLY SEEDED. 11. INSTALL UTILITIES. 12. FINISH PERIMETER AND COMMON AREA LANDSCAPING. SEED OR SOD AREAS PER PLAN. - ci an I c:�! C'04 1) 13. PROVIDE EROSION AND SEDIMENT CONTROL DURING HOME SITE CONSTRUCTION. SEED AND SOD m o v 20i a> HOME SITES PER PLAN. p = j H 5 w 14. REMOVE TEMPORARY EROSION CONTROL PRACTICES AFTER VEGETATION IS ESTABLISHED AND o W< Z R x PROJECT SITE IS PERMANENTLY STABILIZED. a _� v �•� U. � so 15. MAINTAIN EROSION AND SEDIMENT PRACTICES THROUGHOUT THE DURATION OF THE PROJECT. W = 102 CS U) cn p v U • o m; in � 4w a) C/3 d v � a c� w w i .O EROSION CONTROL LEGEND c: LINE TYPE i SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION cu li d �` . b� 6' ♦ i �' �^�, i + • i + • . \ TEMPORARY TD -STD EC-9 W $'S 3" , + ♦ ♦ , ``:� `� • ♦ • • Ej' CONSTRUCTION ENTRANCE TEMPORARY DIVERSION Q f+' 84 � ` ` � 6 INCHES OF 2 " -3" � Z 1 7 S 0 COARSE AGGREGATE DD pDD DIVERSION DIKE ,. Wall �ry �. ` • + �' + • ` • �2 , (12'W x 50'L) Minimum (TEMP PERIMETER PROTECTION) z 0 . ♦ _ CV 3 i T7 8 17 8 i ♦ • + , TSD� TSD® EC-8 z + + + `� � . ; � PERMANENT SEEDING O WITH EROSION CONTROL Q� Q ,8. ls� 3" N • + + i4„ , ; TEMPORARY SLOPE DRAIN �'� . • + + ,.,., ♦ ♦ ♦ � • ♦ '�` ; � . ; BLANKET - SC150 � O fn Vj F"' sT � j31 � + ♦ + a ro SF `� I � �°,�♦ '; � %�'; 2:1 -1:1 SLOPES ()4- (U J ��`�� • ,f3 ♦ i ♦ '--� ��` , � ' % %: MED. FLOW CHANNELS � EC-2 SILT FENCE 6 st / 4 3 ,, ` + • l `r, i -� .Ff :< [1 &"sr .. + S ,i • + 6 SF (SEDIMENT FENCE) �/ .0 CL _ j , S �� c ♦ ♦ f $ Lip, �[Is STS ,. i + i� PERMANENT SEEDING 6,L. Z'� i ♦ i + + i " + ♦ • . ♦ i . + . ♦�46 ��,.r, .,. � . _..:f�'` .. • 1 4 " i ♦ 18" T) i +EAS :, � �;:;, °�;:� EROS ON S75 CONTROL TP TREE PROTECTION FENCE • o T�, -._� "- ` ' �MSTWQUAI R' 4:1 - 3:1 SLOPES RES 35� Jr , ♦ ♦ + i + + + i + + + + ♦ i + + i + ♦ + ♦ + .. ♦ � + ♦ ♦ ♦ ♦ + ♦ + S LIMIT GRADING LIMITS.. Q ERv� 6 0 A�- • . • . ♦ i + i i 24 24' 24•' s sT sr r X18 ST WITH MULCH SEEDING '^ s ♦ C 1J v, R// o T G �� . _ • ♦ • ` • • • • (SEE LANDSCAPE PLAN FOR TEMPORARY DROP INLET PROTECTION aa ,,,, i + i ♦ i i i • • i + + i i i + i • i • + • + + i • • i i i • + i i i i + i + + •'�• i + • i i + �' `" fVl /�L . • ♦ ♦ ♦ i i • + + • ♦ ♦ i ♦ i + i ♦ + ♦ i i ♦ ♦ ♦ ♦ ♦ • • + • i + ` .,� . i ♦ + + ♦ + + + ♦ i + ♦ + �'VOOD J DICE �/ �-?'' j \ ' `•� , • • • • EXCLUDED AREAS SUCH AS D1 P CONTRACTOR CAN OPT. TO USE: L • •. i ► i - +�...• • .Y r -' + + ♦ i i V ♦ i ♦�_�%i- i ♦ i • + • • • • + i + ♦ i • + v i ♦ + + i + ♦ ♦ ♦ ♦ + i ♦ ♦ ♦ , i ♦ ♦ v i ♦ + ♦ • i + i i ♦ `� • _ • �. _ _ _ __ ,,�fz_�_�, _ �� ....- ,.- ,....... —�E. -. 0 PLANTING BEDS AND AREAS EG3, EC-3A, EC -3B, EC-3C (1� N 00'0 0 E 757.18 TO BE SODDED) (0 N90°00'00 1w TEMPORARY CURB INLET PROTECTION THE RESERVE AT SPRINGMILL 23.52' W W W W TEMPORARY SEEDING CONTRACTOR CAN OPT. TO USE: WITH MULCH EC-4, EC-4A, EC-4B, EC-4C �111111111� ROCK CHECK DAM �� • 0 RIPRAP `��QQ' �G1STf;4 OAF% EC-6 No. = GRAVEL END SECTION Z - PROTECTION - �, 10200269 _ 7O STATE OF EC-25 0� ® EC -7 !ND I AtA -- CONCRETE WASHOUT ROCK CHUTE /Q OUTLET PROTECTION i / / / NAL.1`,\�� BENCHMARK DATA PROJECT BENCHMARK: EMH$cT .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION= 845.16 1 of = 01 "HOLEY MOLEY "SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE 1 -800- 382 -5544 SHEET No. YOU DIG ITS THE LAW '�' * CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 13 FILTER FABRIC SEAL CURB BOX #4 GAGE WIRE i I { YARD CASTING i - LARGE- HEADED NAIL. a ' GRASS 4" MINIMUM DEPTH. METAL BASKET WITH ,.., SILT PROTECTION FOR DITCH GRATE FILTER FABRIC (NEENAH R -4342) CASTINGS. CURB INLET MAINTENANCE MAINTENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT. 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED 2. REMOVE BUILT-UP SEDIMENTAND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT. REPAIRS IMMEDIATELY. 3. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (NOT BY 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE FLUSHING) TO REDUCE NEXT RAIN. THE- SEDIMENT LOAD ON CURB INLET MEASURES. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. EC -4A BASKET CURB INLET PROTECTION EC -3B WELDED WIRE INLET PROTECTION SCALE: NONE SCALE: NONE VARIES _ Inst SILT FENCE, end BIO FILTER BAGS " „ „ „ 2x2 OR 2x4 WOOD POSTS (bel OR BIO LOG C flap OR STEEL FENCE POSTS dev s INLET 2 "x2" INTERIOR REINFORCEMENT Mai ;. of NON -WOVEN FILTER FABRIC. pill -�. ,>:. v �.,� ,, .,,�- �.�`,� •�., . ,�;;�,•. Oft ATTACHED TO ALL SIDES. XXN F�- Re h `/ � ,4 ,.ti,�• cif'- J• i� � ;` _ �. ,,�• - .,•cam � PLAN NOTES: , DIMENSIONS OF BOX WILL VARY ACCORDING NC. C(� �A�% TO THE SIZE OF INLET AND DEPTH OF BASE. CURB INLET RB \� n�}�� \; •�X `hh��. BIO FILTER BAGS � r�`c,��.'X,;�,x�, . �f• c x OR BIO LOG(S) MAINTENANCE z IEDFAB x `x/ BUR FABRIC 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS ' sty .i,..< - PROMPTLY (fO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2 Z-) LL_11� :- ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM - CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND ELEVATION STABILIZE IT. , CURB INLET PROTECTION EC -3C FABRIC DROP INLET PROTECTION EC -3A EC 4B SCALE: NONE SCALE: NONE _ 10' MIN. 12" FILTREXX LATH &FLAGGING ON FILTER SOCK ALL SIDES FILTER ILTREXX.COM) / BERM • X STAKE (TYP.) 10' MIN. SECTION UNE TEMPORAR"ir SEEDING DATES JAN. FEB. M APR MAY JUN. JUL AUG SEP OCT NO DEC COVER SEED 1" DEEP WHEET OR RYE 1 LB. 40 LB. COVER SEED 1/4" DEEP f 2 2. TALL FESCUE 25 y' 5.5 -8.3 All Sites 1 Prior To Clearing and Grading OATS 5 .12 Daily x. 6 Silt Fence 3. KENTUCKY BLUEGRASS 15 DORMANT SEEDING** 5.8 -7.5 2 1 ANNUAL RYEGRASS CREEPING RED FESCUE 15 .4 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading 9 STEEP BANGS AND CUTS 4. TALL FESCUE PERMANENT SEEDING DATES JAN. FEB. 1,000 SF APR MAY JUN. JUL. AUG SEP OCT NOV DEC COVER SEED 1" DEEP NON - IRRIGATED* 1 LB. 40 LB. COVER SEED 1/4" DEEP f 2 2. TALL FESCUE 25 .6 5.5 -8.3 All Sites 1 Prior To Clearing and Grading IRRIGATED 5 .12 Daily x. 6 Silt Fence 3. KENTUCKY BLUEGRASS 15 DORMANT SEEDING** 5.8 -7.5 2 1 Weekly, After Storm Events and As Needed CREEPING RED FESCUE 15 .4 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading 9 -.: IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES - � � CH >f OTHER THAN IN THE SHADED AREAS USE MUL • �h�:�` - 10 MIL. PLASTIC LINING TO EXTEND TO FILTREXX LATE SUMMER SEEDING DATES MAYBE EXTENDED 5 DAYS IF MULCH IS APPLIED FILTER SOCK ** INCREASE SEEDING APPLICATION BY 50% PLAN STAKE (TYP.) 10 MIL.. PLASTIC LINING 12" FILTREXX FILTER SOCK BERM -SECTION 1. WASHOUT LOCATION SHOWN ON.. EROSION CONTROL PLAN. DRY CONCRETE TO.. BE REMOVED FROM . SITE PERIODICALLY AND 2. DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. BLACK LETTER 6" HEIGHT " TREATED PLYWOOD 48 x 24 PAINTED WHITE CONCRETE PERMANENT SEEDING MIXTURES TEMPORARY SEEDING RATE TYPE OF SEED 1,000 SF ACRE REMARKS WHEET OR RYE 3.5 LBS. 2 BU. COVER SEED 1 " -1 1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP 1ANNUALRYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP PERMANENT SEEDING MIXTURES SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY- Maintenance LBS/ ACRE LBS / 1,000 SF Schedule Pre -con with Jurisdictional Entity ROUGH WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 All Sites 1 Prior To Clearing and Grading RED CLOVER 5 .12 Daily Prior To Clearing and Grading 6 Silt Fence 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 Weekly, After Storm Events and As Needed CREEPING RED FESCUE 15 .4 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading 9 STEEP BANGS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 Sites with slopes that are to be stabilized with vegetation Weekly, After Storm Events and As Needed After Rough Grading 12 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 5 acre maximum contributing drainage area EMERALD CROWNVETCH** 10 .25 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading LAWNS AND HM t�L mENANCE AFEM 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 1 acre maximum contributing drainage area CREEPING RED FESCUE 40 .9 Sandbag Curb inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 After Each Outlet is placed 1 Mulching (TURF TYP As Needed, After Storm Events After Finish Grading 20 Erosion Control Blanket Surface Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed 8. TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 SEEDED PREPARATION WASHOUT APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST - APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WOOD POST 3 "x3 %8' WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12- 12 -12) UNLES SOIL TEST SHOW A DEFICIENCY IN PHOSPHOROUS. Mm Iv I I. I c SEEDING - SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. EC -SC SEASONAL SOIL PROTECTION CHART E -SCH CONCRETE WASHOUT SCALE: NONE EC -25 SCALE: NONE DANDY BAG ®1 Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using)ptional oil absorbents; place absorbent pillow in unit. Stand the rate on end. Move be top lifting straps out of the way and place the grate into the Dandy Bag4l so that the grate isbelow the top straps and above the lower straps. Holding the lifting devices, insert the grate nto the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag P 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., GRATE DANDY BAG ®11 4 h4C -,Y- LIFT STRAPS DANDY BAG oil STANDARD FABRIC IS AN ORANGE WOVEN MONOFI LAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS DANDY BAG* Installation and Maintenance Guidelines allation: The empty Dandy Bag Ishould be placed over the grate as the grate stands on . If using optional oil absorbents; place absorbent pillow in pouch, on the bottom ow -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting ices to support the entire weight of the grate), place the grate into its frame. ntenance: Remove all accumulated sediment and debris from surface and vicinity of unit r each storm event. Remove sediment that has accumulated within the containment area the Dandy Bag °as needed. If using optional oil absorbents; remove and replace absorbent ow when near saturation. DANDY BAGO FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO - CLOSURE GRATE LIFTING STRAPS ALLOW EA: MOVEMEN OF UNIT WITH GRAT �- STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT GRATE /-- DANDY BAG STEP 1: STEP 2: EXCAVATE A 6" X C DEEP FASTEN FABRIC TO STAKES AND BUR`a* X 2" TRENCH BOTTOM 8' INTO THE TRENCH STAKES NON -WOVEN HEA lr_ - ,,� DUTY FABRIC PUBLIC ROAD o �':�?� I� fl �l fl C _ r`� `' �� . {f! r -i f i ;;;i_I , ✓ ` / • �/ v .f;7 - 07 0 ,< p o `) oOCt-- C Q a cfl. `o• /�i� /i•i _��= r -� o bCflo(GJo�_�o _6 1--t o o 0,0 o ; o 0 (1 c fl c SECTION 60 -C,0 o C C a. -)q, �'� ,L. } .;tJ :� �../ Ci G q'• r Q = ;, v J a O •- v GU��.� C� U��O�' >°� J NOTE: THE SLICING METHOD IS AN ACCEPTABLE ALTERNATIVE �G�,OOO G %. J, )0 07 'K O-C T- �,Qcj��3 0 kA DRIVE STAKES IN TRENCH �f� 7� �t,'�,4�� , ��P��f�,� ` STEP 3: e'er TOATTATCH SILT FENCE w Or 0 (-� U (� 1( �' �' 2" x 2" STAKE s. q$ R kit ; o� �� o` old _ < .• ` r\ ; X SILT FENCE FQ V/ OO �i, , �. . /r•�, COMPACTED SOIL � rr 2 -3 COARSE AGGREGATE FLOW --- 6 COMPACTED E . { > .,,� , P� / . • f';.t % r / %y? f � S i ►` _ !'� i __ �` _� i f= j- --tit- Ot GEOTEXTILE FABRIC 2' BACKFILLAND �` /•f;, -- ' =� SECTION _;,,- w Q MAINTENANCE REQUIREMENTS MAINTENANCE 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND /OR 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. HEAVY USE. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. w 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS 3. TOPDRESS WITH CLEAN STONE AS NEEDED. LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR-BASIN. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND C) 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. c0 to - r` EC -22 TEMPORARY CONSTRUCTION ENTRANCE EC -2 SILT FENCE BARRIER INSTALLATION LO _ SCALE: NONE SCALE: NONE I o w C:) to w N Z L6 W CO x r (n W Ld 00 ce J C Z I C vi Q z �- }tiy� �n ti �1 • 0 :D Z M V)_ M IL NOTE: EXTEND ROCK DONUT CrA UNTIL TOP MEETS EXISTING C4 GRADE AT SAME HEIGHT #8 FILTER GRAVEL (1' J MIN. THICKNESS) ;' ;.• . . 24 IN MAX. ` ? W 7 = „r -. " � 1 AT CENTER. FILTER FABRIC t=, .��s,; ( EIGHT WILL VARY) 1 CrA #1 STONE OR RIP -RAP MAINTENANCE: B as . •- Co 0 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT REMOVING SEDIMENT c o o 6 l 1 . m _ AND MAKING NEEDED REPAIRS IMMEDIATELY �o > _ U 2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABLIZED, REMOVE W ¢ V, AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTUCTION o x cy��. MATERIAL AND RE- STABILIZE. Q `m a .0 F m� a. E v ,rm • x DANDY -BAG DETAILS EC -6 GRAVEL END SECTION PROTECTION = o 2-L om SCALE: NONE SCALE: NONE d. v (D 0 E C)eV --�_ tVnZrtiV - U . o m e> > Z "�NmE ._ 9 7 V y 9; a. BRd a � o. c� ww CrA 0 r Br Cl) C: Ur ca X. Z Z LU 0. Z Z O W -Nv _ •- z �a) o u M =! CU SWPPP Sequence and Maintenance Schedule Practice BMP Description Applicability Maintenance Installation Sequence 1 Schedule Pre -con with Jurisdictional Entity All Sites N/A Before Construction 2 Construction Access All Sites As Needed Prior To Clearing and Grading 3 Tree Preservation and Protection Nearly All Sites Weekly, After Storm Events and As Needed Prior To Clearing and Grading__ 4 Temporary Gravel Construction Entrance Pad All Sites As Needed Prior To Clearing and Grading 5 Wheel Wash All Sites Daily Prior To Clearing and Grading 6 Silt Fence Small Drainage Areas Weekly, After Storm Events and As Needed Prior To Clearing and Grading 7 Temporary Diversion Up -slope and down -slope sides of construction site, above disturbed slopes within construction site Weekly, After Storm Events and As Needed Along with Rough Grading 8 Rock Check Dam 2 acres maximum contributing drainage area Weekly, After Storm Events and As Needed Along with Rough Grading 9 Temporary Slope Drain Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading 10 Straw Bale Dam Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading 11 Surface Roughening _. Sites with slopes that are to be stabilized with vegetation Weekly, After Storm Events and As Needed After Rough Grading 12 Temporary Seeding Areas of bare soil where additional work is not scheduled to be performed for a minimum of 15 days Water As Needed After Rough Grading g g 13 Temporary Sediment Trap 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading 14 Temporary Sediment Basin 30 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Rough Grading 15 Fabric Drop Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 16 Basket Curb Inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 17 Sandbag Curb inlet Protection 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed 18 Outlet Protection All Sites Weekly, After Storm Events and As Needed After Each Outlet is placed 19 Mulching Temporary surface stabilization As Needed, After Storm Events After Finish Grading 20 Erosion Control Blanket Surface Temporary surface stabilization, anchor for mulch Weekly, After Storm Events and As Needed After Finish Grading 21 Seed, Sod and Landscape All Sites Water As Needed After Finish Gradin 22 Dewatering Structure Sites requiring dewatering As Needed As Needed 23 Dust Control All Sites Daily Duration of Project 24 Spill Prevention and Control All Sites Daily Duration of Project 25 Solid Waste Management All Sites Daily Duration of Project 26 Hazardous Waste Management All Sites Daily Duration of Project 27 Removal of Inlet Protection All Sites N/A After All areas draining to these areas are stabilized 28 Removal of Silt Fence All Sites N/A After All areas draining to these areas are stabilized Uj Z � O U) 0 a Name T Br Brookston - silty clay loom B/D CrA Crosby silt loam 0 - 3 % slopes C MmB2 Miami silt loam 2 - 6 % slo es B Uj Z � O U) 0 a SWPPP SCHEDULE EC -MA SOILS MAP SCALE: N/A SCALE -1 = 300' M O Mm1B2 Miami silt loam, 2 to 6 percent slopes, eroded r This is a moderately well drained soil with a seasonal water table at 2.0 to 3.5 ft. This soil is located rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow ( <0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.1 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production. This soil is designated potential highly erodible (class 2) in the `��t Highly Erodible Land (HEL) classification system. \`� ;. G�STeR •.. D CrA Crosby loam, 0 to 3 silt percent slopes_ This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil _ * �► _ is located on rises on till plains; slopes are 0 to 3 percent. - The native vegetation is hardwood _ .v :10200269 forest. The surface layer is silt loam and has moderately low to moderate organic matter ' STATE of :: 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 (6.2 inches in the upper 60 inches). � FS' The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and wetness are /,,,/ ZONAL ��t management concerns for crops production. This soil responds well to tile drainage; it is designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. Br Brookston silty clay loam This nearly level soil is in depressions, on flats, and in narrow drainageways between better drained soils on broad, undulation plains. Slopes are 0 to 2 percent. In some small areas, this EMH &T JOB NO. soil has a silt loam or clay loam surface layer. Runoff is very slow. Wetness is the main 2007 -1927 limitation. Because of wetness, the soil has severe limitations for nonfarm uses. Most areas are cultivated. A few are wooded. Wooded areas support fair stands of hardwoods, but some DATE: are heavily pastured. Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (12 inches in the upper 60 inches). The pH of the 10 -01 -2007 surface layer in non -limed areas is 6.6 to 7.3. SCALE: - - AS NOTED SHEET No. SWPPP SCHEDULE EC -MA SOILS MAP SCALE: N/A SCALE -1 = 300' Prediction of Potential Spills: 1. Nearest Receiving Water is Williams Creek 2. The stormsewer system drains to the south and outlets into the regional pond south of the site. 3. Possible spill sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not Limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post - construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1: Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317 - 233 -7745 Toll Free 800 -233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: Time of observation of the spill - Location of the spill - Identity of material spilled Probable source of the spill Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions Personnel at the scene Action initiated by personnel c. Notify the Carmel Fire Department: Phone 911 d. Notify the Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer /homeowner's association shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION_ FOR THE PROJECT SITE Wade Rugenstein 30 S. Meridian Street, Suite 1100, Indianapolis, Indiana (317) 577 -5600 wrugenstein @kiterealty.com Senior Project Manager for Kite Construction 15. CURRENT REVISION DATE ON ALL SHEETS Current revision dates and descriptions are listed in the revision box on each sheet SWPPP FOR POST - CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Potential pollutant sources include silt and sediment from leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in fertilizers, herbicides, and pestisides. 2. POST- CONSTRUCTION STORMWATER QUALITY MEASURES: A Stormceptor STC 2400 stormwater quality treatment unit will be installed to address post - construction water quality. The location of the unit is shown on sheet C2.2. Dimensions and construction details are shown on sheet C2.8. Sizing calculations and detailed specifications are included in the Drainage Report and BMP O &M Manual for this project. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater quality treatment unit will be installed during construction of the utilities prior to paving operations. Existing and new stormsewer inlets will be protected with inlet protection devices throughout construction. The treatment unit will become fully operational upon completion of construction. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Stormwater runoff from the Phase 2 improvements will be collected into the stormsewer system and will be treated by the stormwater quality treatment unit prior to discharging to the existing regional pond. No adverse impacts to stream or riparian habitats are expected as a result of these improvements. 5. OPERATION AND MAINTENANCE MANUAL FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES An Operation and Maintenance Manual for the stormwater quality treatment unit has been provided to the owner and to the City of Carmel. The manual includes maintenance and sediment/removal instructions for the owner. O it W 0 0 W W C SWPPP FOR CONSTRUCTION SITES: -. 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE L 05120201090060 2. NAME OF ALL RECEIVING WATERS L0 The site outlets to Williams Creek O 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 -YEAR) LL W N 19.24 cfs (Y- X O 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE W W - The site drains to the south and outlets into the regional pond south of the site. A small landscape area z zo cc on the west side of the site drains to an existing storm sewer that leaves the site to the west IL Ei (/i C° LO 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, w00 V9 d SUCH AS ABANDONED WELLS OR SINKHOLES Z Z L0 There are no locations where stormwater is discharged into groundwater I Z 6. SOILS MAP OF THE PREDOMINANT SOIL TYPES •- = K) V) Z M A soils map with descriptions of each soil type is included on sheet C2.5 j 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION Ca ACTIVITIES L W Potential pollutant sources include silt and sediment from exposed soils, leaves, mulch, vehicular sources U0. = such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in paint, fertilizers, E- herbicides, pestisides, lime dust and concrete washout w 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES Temporary and permanent stormwater quality measures are shown on sheets C2.3 and C2.4. C (D o z U .V C3 N �N W V > Dimensions, specifications, construction details, and maintenance guidelines for each measure Z 0 are included on sheet C2.5 W 9. GENERAL CONSTRUCTION SEQUENCE C 0< -" 8 X 1. Clearly delineate areas of trees, shrubs, and vegetation that are to be undisturbed. � > To prevent root damage, the areas delineated for tree protection should be at least M the same diameter as the crown. Ems;° 2. Install perimeter silt fence at construction limits. Position the fence to intercept runoff �W/ - -_ prior to entering drainage swales. 3. Avoid disturbing drainage swales if vegetation is established. If drainage swales are L 0CF' c: bare, install erosion control blankets or sod to immediately stabilize. N 4. Install drop inlet protection for all inlets on the property. N o��`' 5. Install curb inlet protection, on both sides of the road, for all inlets along the property Z frontage and along the frontage of adjacent lots, or install temporary catch basin inserts in each inlet and frequently clean. 6. Install gravel construction entrance and concrete washout area. 7. Perform primary demolition operations and site clearing._ 8. Install utilities and begin building pad and foundations. 9. Perform primary grading operations. d > 10.- Contain erosion from any soil stockpiles created on -site with silt fence around the base. 11. Establish temporary seeding and straw mulch on disturbed areas. 12. Construct the building, pour curbs, and install pavement. 13. Re -seed any areas disturbed by construction and utilities installation with temporary seed mix within 3 days of completion of disturbance. 14 ` Grade the site to final elevations. Add topsoil as needed to minimize erosion of underlying soil and to quickly establish grass. 15. - Install permanent seeding or sod. All erosion and sediment control measures must be properly maintained throughout construction. Temporary and permanent seeding should be watered as needed until established. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND /OR DISPOSAL AREAS Locations of soil stockpiles are shown on sheets C2.3 and C2.4 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Soil stabilization types and application rates are included on sheet C2.5 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS The site is not subdivided. There are no individual building lots 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN Purpose: The intention of this Spill Prevention, Control and Countermeasures (PCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substance in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of Receiving water or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The plan also establishes the activities required to mitigate such discharges i.e. countermeasures) should they occur. Definitions: Pollutant: Means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged sod. Discharge: Includes, but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying or dumping. Receiving Waters: Means all waters of the United States that are connected with a Receiving stream, lake, or sea. [Note: this definition is usually interpreted to mean any - wastewater even normally dry wash or storm sewer) that eventually drains into a Receiving stream]. Plan Review Amendments :This plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. 0 N U - O U W 9 N O - ti 0 o N .o a 0 0 N� 's CL CG CL r N CV O O N r; O V 0 Prediction of Potential Spills: 1. Nearest Receiving Water is Williams Creek 2. The stormsewer system drains to the south and outlets into the regional pond south of the site. 3. Possible spill sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not Limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post - construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1: Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317 - 233 -7745 Toll Free 800 -233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: Time of observation of the spill - Location of the spill - Identity of material spilled Probable source of the spill Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions Personnel at the scene Action initiated by personnel c. Notify the Carmel Fire Department: Phone 911 d. Notify the Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer /homeowner's association shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION_ FOR THE PROJECT SITE Wade Rugenstein 30 S. Meridian Street, Suite 1100, Indianapolis, Indiana (317) 577 -5600 wrugenstein @kiterealty.com Senior Project Manager for Kite Construction 15. CURRENT REVISION DATE ON ALL SHEETS Current revision dates and descriptions are listed in the revision box on each sheet SWPPP FOR POST - CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Potential pollutant sources include silt and sediment from leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in fertilizers, herbicides, and pestisides. 2. POST- CONSTRUCTION STORMWATER QUALITY MEASURES: A Stormceptor STC 2400 stormwater quality treatment unit will be installed to address post - construction water quality. The location of the unit is shown on sheet C2.2. Dimensions and construction details are shown on sheet C2.8. Sizing calculations and detailed specifications are included in the Drainage Report and BMP O &M Manual for this project. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION The stormwater quality treatment unit will be installed during construction of the utilities prior to paving operations. Existing and new stormsewer inlets will be protected with inlet protection devices throughout construction. The treatment unit will become fully operational upon completion of construction. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Stormwater runoff from the Phase 2 improvements will be collected into the stormsewer system and will be treated by the stormwater quality treatment unit prior to discharging to the existing regional pond. No adverse impacts to stream or riparian habitats are expected as a result of these improvements. 5. OPERATION AND MAINTENANCE MANUAL FOR POST - CONSTRUCTION STORMWATER QUALITY MEASURES An Operation and Maintenance Manual for the stormwater quality treatment unit has been provided to the owner and to the City of Carmel. The manual includes maintenance and sediment/removal instructions for the owner. O it W 0 0 W W 0 0•.., � , 1 10200269 STATE OF = i�.............. �j O �`,_.��`` .1111111111�� 1 EMH &T JOB NO. 2007 -1927 DATE: 10 -01 -2007 SCALE: AS NOTED SHEET No. k Q) C L L0 me O w otO LL W N (Y- X O � W W cc z zo cc Q IL Ei (/i C° LO w00 V9 d mQ� Z Z L0 0 I Z ~o 0 •- = K) V) Z M a j O C� Ca L W D U0. = E- w C (D o z U .V C3 N �N W V > m Z 0 W W C 0< -" 8 X � > �a�4U- M 0 1= Ems;° O �W/ - -_ .X a .2 .5 C cc, OWC rn ii L 0CF' c: N N o��`' Z 5U • C ma N��m� ~(nncF=U N N + . a a d > 0 0•.., � , 1 10200269 STATE OF = i�.............. �j O �`,_.��`` .1111111111�� 1 EMH &T JOB NO. 2007 -1927 DATE: 10 -01 -2007 SCALE: AS NOTED SHEET No. k Q) C 01• W U) CL 0 Q W K 0 .., Z 'O O -Nv 0 O _ •- = (1) z C Cyo" Ca L D U0. = E- w m Z 0 Q c) W U -� � > M 0 1= W gg O y IL 0 0•.., � , 1 10200269 STATE OF = i�.............. �j O �`,_.��`` .1111111111�� 1 EMH &T JOB NO. 2007 -1927 DATE: 10 -01 -2007 SCALE: AS NOTED SHEET No. k Q) ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. CONCRETE SIDEWALK a 00 ANSI 4.28.5 FINISH AND CONTRAST WHITE (WIDTH PER PLAN) THE CHARACTERS, SYMBOLS AND BACKGROUND REFLECTIVE -7 44, 4 1/2" OF SIGN SHALL BE EGGSHELL, MATTE OR OTHER FACE 6 Min EXPANSION JOINT WITH JOINT NON -GLARE FINISH. CHARACTERS AND SYMBOLS MATERIAL ACCESSIBLE SEALANT SHALL CONTRAST WITH THEIR BACKGROUND, WITH PARKING T.C. ELEV. ZO EITHER LIGHT CHARACTERS ON A DARK BACKGROUND 80 Go. - OR DARK CHARACTERS ON A LIGHT BACKGROUND. Alum. ( VAN I a - � 3' TOPSOIL CHAIRBACK CURB F--• ( )O ACCESSIBLE �\,;� ` a ` SPACES COMPLYING WITH 4.1.2 5 b SHALL - - « :« f�, • f, a ° - HAVE AN ADDITIONAL SIGN *VAN- ACCESSIBLE* BACKFlLL -� /� o ; co A MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. o 0 p o p p Q Q c? o p p0 �p �a p p �p C3 a p p ca 7 Q c w 0 pQ QQo p c « CHANNEL POST, -,- ti.� i 7777,__1 �� ;: ��-y' .�� -; �.:_ -u -� -, - �. -`� D. NOTE ONE IN EIGHT ACCESSIBLE SPACES SNAIL io (;� ` r %� ..0 '<'� - t; { - =! { , '"-� i Wit? { i t;j _, t i- r BE VAN ACCESSIBLE LESS THAN NOT L THAN ONE.` 'y co i{1''-1ii t'Ste tl U t�'"tttt tt -{=sii—i-titt t1 -� �e1t'=tt: tt t: tt ,t COMPACTED STONE BASE * MAY BE POURED _0 f 1(� nClr�-:x, 1'f r % ^�tf.�i WITH * POST TO BE FINISHED GRADE CONCRETEICS STREET. SLOPED PRE- PAINTED GALVANIZED STEEL SLOPED 3 24' 4 4 4 4 1 1 RE +i CONCRE E, ** *WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT ** WHERE SIDEWALK IS CONSTRUCTED NOTE: SAWCUT CONTROL JOINTS 1 4.. TO THE CURB, THE SPACE BEHIND THE CURB SHALL ADJACENT TO THE CURB,THE SPACE 10 O.C. AND AT ENDS OF ALL BE FILLED WITH SUITABLE MATERIAL TO THE BEHIND THE NEW CURB SHALL BE RADIUS RETURNS. i 1 a 00 1 ,t ao REQUIRED ELEVATION AND COMPACTED IN LAYERS FILLED WITH GRANULAR MATERIAL r:' .:. ` •- ,•: I I , NOT TO EXCEED 4 - TO THE REQUIRED ELEVATION AND ' ` COMPACTED IN LAYERS NOT TO _ - .1 r FINISHED GRADE r _ .r . I . W EXCEED 4 . LO 16" - 0 co SffACE L40W BELOW SIMACE 14fM � ACCESSIBLE PARKING SIGN DETAIL REVERSE SLOPE ROLL CURB PA -4 SIDEWALK ADJACENT TO CHAIRBACK CURB 2 SCALE NONE CU-3 SCALE NONE SCALE: NONE me MI -30 - 1/8 " RADIUS w to (1 SIGN PER SPACE) O 1 FILL WITH JOINT SEALER u' _ (0 x . �t- L 100 4. W � -TOP d d/4 ., 1 /4 Z O COMBINED 'WALK.: & CURB.'- OF CURB w _ ¢ O -I a ° CONCRETEABUILT -UP CUR$�RAMP° KEYWAY FORMED BY O O ui d z A 36 MIN. d /10 W O FASTENING KEY TO FORM w O • �.� 3' , . KEYWAY JOWT �' z ran 10:1 °, 10:1 ; i PAVEMENT BOTTOM OF CURB KJ Q INTERNATIONAL SYMBOL Z OF ACCESSIBILITY, BLUE TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS ®10 C -C. a O to P'O 100' C -C AND AT ALL RADII RETURNS SAWCUT 1/4' CONTROL JOINT U)z (DCAM #12-04) D D /3 +.s 0 ci CONTfm JONT ,. CURB JOINT DETAIL 8 -0 MIN. t " 8' -0" MIN. t'\ CU -7 �, SCALE: NONE +� 4 ° BLUE PAINT ACCESSIBLE SPACE i + • ACCESSIBLE SPACE STRIPE I , , ! , ; { I 4. IN UT SEALANT 1 /2" $ *AISLE * *5' -0" MIN. AISLE FOR REGULAR SPACE NOTE. ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN * *8' -0' MIN. AISLE FOR VAN ACCESSIBLE SPACE ISOMETRIC SEE SITE PLAN FOR ACTUAL DIMENSIONS ACCESSIBLE, BUT NOT LESS THAN ONE. 6' -O" Min. COMBINED WALK & CURB Max. RAMP SLOPE 1" PER FOOT ' 6' // ' ` f �` f i SECTION CU -2 REVERSE SLOPE CHAIRBACK CURB AND GUTTER AC -1D ACCESSIBLE PARKING W1 BUILT-UP CURB RAMP SCALE: NONE SCALE: NONE t J SEE DETAIL . FOR WALL SECTION 6" 6" 18' * WHERE SIDEWALK IS CONSTRUCTED Min. ADJACENT TO THE CURB,THE SPACE NOTE: SAWCUT CONTROL JOINTS BEHIND THE NEW CURB SHALL BE 1 •r T.C. OD. TO THE REQUIRED ELEVATION AND RADIUS RETURNS. ° P.C. CONCRETE COMPACTED IN LAYERS NOT TO 3' TOP SOIL � r DCAM (TYPE III) �, tit 3/4" =1 L M p . *« BACKFILL - { `- •s- 4 o 6 • 4. a - g" a M i1`"II k IA 24" COMPACTED STONE BASE ** WHERE SIDEWALK IS CONSTRUCTED NOTE: SAWCUT CONTROL JOINTS ADJACENT TO THE CURB,THE SPACE 10" O.C. AND AT ENDS OF ALL BEHIND THE NEW CURB SHALL BE RADIUS RETURNS. CON BASE FILLED WITH GRANULAR MATERIAL. TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4'. DCAM 12 -01 (TYPE II) CHAIRBACK CURB AND GUTTER AC— CU -1 SCALE: NONE 6" 18" 1'r T.C. ELEV. , 1'r P.C. CONCRETE 3' TOP SOIL � ± Of SLOPE Y /FT. * ; ; _BACKFILL = -- _ a t N � - r-•. ?!'.( �rii�;'4�t �'1 ` 1r' ` �J... ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. CONCRETE SIDEWALK a 00 ANSI 4.28.5 FINISH AND CONTRAST WHITE (WIDTH PER PLAN) THE CHARACTERS, SYMBOLS AND BACKGROUND REFLECTIVE -7 44, 4 1/2" OF SIGN SHALL BE EGGSHELL, MATTE OR OTHER FACE 6 Min EXPANSION JOINT WITH JOINT NON -GLARE FINISH. CHARACTERS AND SYMBOLS MATERIAL ACCESSIBLE SEALANT SHALL CONTRAST WITH THEIR BACKGROUND, WITH PARKING T.C. ELEV. ZO EITHER LIGHT CHARACTERS ON A DARK BACKGROUND 80 Go. - OR DARK CHARACTERS ON A LIGHT BACKGROUND. Alum. ( VAN I a - � 3' TOPSOIL CHAIRBACK CURB F--• ( )O ACCESSIBLE �\,;� ` a ` SPACES COMPLYING WITH 4.1.2 5 b SHALL - - « :« f�, • f, a ° - HAVE AN ADDITIONAL SIGN *VAN- ACCESSIBLE* BACKFlLL -� /� o ; co A MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. o 0 p o p p Q Q c? o p p0 �p �a p p �p C3 a p p ca 7 Q c w 0 pQ QQo p c « CHANNEL POST, -,- ti.� i 7777,__1 �� ;: ��-y' .�� -; �.:_ -u -� -, - �. -`� D. NOTE ONE IN EIGHT ACCESSIBLE SPACES SNAIL io (;� ` r %� ..0 '<'� - t; { - =! { , '"-� i Wit? { i t;j _, t i- r BE VAN ACCESSIBLE LESS THAN NOT L THAN ONE.` 'y co i{1''-1ii t'Ste tl U t�'"tttt tt -{=sii—i-titt t1 -� �e1t'=tt: tt t: tt ,t COMPACTED STONE BASE * MAY BE POURED _0 f 1(� nClr�-:x, 1'f r % ^�tf.�i WITH * POST TO BE FINISHED GRADE CONCRETEICS STREET. SLOPED PRE- PAINTED GALVANIZED STEEL SLOPED 3 24' 4 4 4 4 1 1 RE +i CONCRE E, ** *WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT ** WHERE SIDEWALK IS CONSTRUCTED NOTE: SAWCUT CONTROL JOINTS 1 4.. TO THE CURB, THE SPACE BEHIND THE CURB SHALL ADJACENT TO THE CURB,THE SPACE 10 O.C. AND AT ENDS OF ALL BE FILLED WITH SUITABLE MATERIAL TO THE BEHIND THE NEW CURB SHALL BE RADIUS RETURNS. i 1 a 00 1 ,t ao REQUIRED ELEVATION AND COMPACTED IN LAYERS FILLED WITH GRANULAR MATERIAL r:' .:. ` •- ,•: I I , NOT TO EXCEED 4 - TO THE REQUIRED ELEVATION AND ' ` COMPACTED IN LAYERS NOT TO _ - .1 r FINISHED GRADE r _ .r . I . W EXCEED 4 . LO 16" - 0 co SffACE L40W BELOW SIMACE 14fM � ACCESSIBLE PARKING SIGN DETAIL REVERSE SLOPE ROLL CURB PA -4 SIDEWALK ADJACENT TO CHAIRBACK CURB 2 SCALE NONE CU-3 SCALE NONE SCALE: NONE me MI -30 - 1/8 " RADIUS w to (1 SIGN PER SPACE) O 1 FILL WITH JOINT SEALER u' _ (0 x . �t- L 100 4. W � -TOP d d/4 ., 1 /4 Z O COMBINED 'WALK.: & CURB.'- OF CURB w _ ¢ O -I a ° CONCRETEABUILT -UP CUR$�RAMP° KEYWAY FORMED BY O O ui d z A 36 MIN. d /10 W O FASTENING KEY TO FORM w O • �.� 3' , . KEYWAY JOWT �' z ran 10:1 °, 10:1 ; i PAVEMENT BOTTOM OF CURB KJ Q INTERNATIONAL SYMBOL Z OF ACCESSIBILITY, BLUE TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS ®10 C -C. a O to P'O 100' C -C AND AT ALL RADII RETURNS SAWCUT 1/4' CONTROL JOINT U)z (DCAM #12-04) D D /3 +.s 0 ci CONTfm JONT ,. CURB JOINT DETAIL 8 -0 MIN. t " 8' -0" MIN. t'\ CU -7 �, SCALE: NONE +� 4 ° BLUE PAINT ACCESSIBLE SPACE i + • ACCESSIBLE SPACE STRIPE I , , ! , ; { I 4. IN UT SEALANT 1 /2" $ *AISLE * *5' -0" MIN. AISLE FOR REGULAR SPACE NOTE. ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN * *8' -0' MIN. AISLE FOR VAN ACCESSIBLE SPACE ISOMETRIC SEE SITE PLAN FOR ACTUAL DIMENSIONS ACCESSIBLE, BUT NOT LESS THAN ONE. 6' -O" Min. COMBINED WALK & CURB Max. RAMP SLOPE 1" PER FOOT ' 6' // ' ` f �` f i SECTION CU -2 REVERSE SLOPE CHAIRBACK CURB AND GUTTER AC -1D ACCESSIBLE PARKING W1 BUILT-UP CURB RAMP SCALE: NONE SCALE: NONE t J SEE DETAIL . FOR WALL SECTION 24' COMPACTED STONE BASE * WHERE SIDEWALK IS CONSTRUCTED co • 6 "CONCRETE SLAB , ' . o . •- ; ADJACENT TO THE CURB,THE SPACE NOTE: SAWCUT CONTROL JOINTS BEHIND THE NEW CURB SHALL BE „ FILLED WITH GRANULAR MATERIAL 10 O.C. AND AT ENDS OF ALL TO THE REQUIRED ELEVATION AND RADIUS RETURNS. �t COMPACTED IN LAYERS NOT TO EXCEED 4 ". DCAM (TYPE III) ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY BLUE COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. CONCRETE SIDEWALK a 00 ANSI 4.28.5 FINISH AND CONTRAST WHITE (WIDTH PER PLAN) THE CHARACTERS, SYMBOLS AND BACKGROUND REFLECTIVE -7 44, 4 1/2" OF SIGN SHALL BE EGGSHELL, MATTE OR OTHER FACE 6 Min EXPANSION JOINT WITH JOINT NON -GLARE FINISH. CHARACTERS AND SYMBOLS MATERIAL ACCESSIBLE SEALANT SHALL CONTRAST WITH THEIR BACKGROUND, WITH PARKING T.C. ELEV. ZO EITHER LIGHT CHARACTERS ON A DARK BACKGROUND 80 Go. - OR DARK CHARACTERS ON A LIGHT BACKGROUND. Alum. ( VAN I a - � 3' TOPSOIL CHAIRBACK CURB F--• ( )O ACCESSIBLE �\,;� ` a ` SPACES COMPLYING WITH 4.1.2 5 b SHALL - - « :« f�, • f, a ° - HAVE AN ADDITIONAL SIGN *VAN- ACCESSIBLE* BACKFlLL -� /� o ; co A MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. o 0 p o p p Q Q c? o p p0 �p �a p p �p C3 a p p ca 7 Q c w 0 pQ QQo p c « CHANNEL POST, -,- ti.� i 7777,__1 �� ;: ��-y' .�� -; �.:_ -u -� -, - �. -`� D. NOTE ONE IN EIGHT ACCESSIBLE SPACES SNAIL io (;� ` r %� ..0 '<'� - t; { - =! { , '"-� i Wit? { i t;j _, t i- r BE VAN ACCESSIBLE LESS THAN NOT L THAN ONE.` 'y co i{1''-1ii t'Ste tl U t�'"tttt tt -{=sii—i-titt t1 -� �e1t'=tt: tt t: tt ,t COMPACTED STONE BASE * MAY BE POURED _0 f 1(� nClr�-:x, 1'f r % ^�tf.�i WITH * POST TO BE FINISHED GRADE CONCRETEICS STREET. SLOPED PRE- PAINTED GALVANIZED STEEL SLOPED 3 24' 4 4 4 4 1 1 RE +i CONCRE E, ** *WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT ** WHERE SIDEWALK IS CONSTRUCTED NOTE: SAWCUT CONTROL JOINTS 1 4.. TO THE CURB, THE SPACE BEHIND THE CURB SHALL ADJACENT TO THE CURB,THE SPACE 10 O.C. AND AT ENDS OF ALL BE FILLED WITH SUITABLE MATERIAL TO THE BEHIND THE NEW CURB SHALL BE RADIUS RETURNS. i 1 a 00 1 ,t ao REQUIRED ELEVATION AND COMPACTED IN LAYERS FILLED WITH GRANULAR MATERIAL r:' .:. ` •- ,•: I I , NOT TO EXCEED 4 - TO THE REQUIRED ELEVATION AND ' ` COMPACTED IN LAYERS NOT TO _ - .1 r FINISHED GRADE r _ .r . I . W EXCEED 4 . LO 16" - 0 co SffACE L40W BELOW SIMACE 14fM � ACCESSIBLE PARKING SIGN DETAIL REVERSE SLOPE ROLL CURB PA -4 SIDEWALK ADJACENT TO CHAIRBACK CURB 2 SCALE NONE CU-3 SCALE NONE SCALE: NONE me MI -30 - 1/8 " RADIUS w to (1 SIGN PER SPACE) O 1 FILL WITH JOINT SEALER u' _ (0 x . �t- L 100 4. W � -TOP d d/4 ., 1 /4 Z O COMBINED 'WALK.: & CURB.'- OF CURB w _ ¢ O -I a ° CONCRETEABUILT -UP CUR$�RAMP° KEYWAY FORMED BY O O ui d z A 36 MIN. d /10 W O FASTENING KEY TO FORM w O • �.� 3' , . KEYWAY JOWT �' z ran 10:1 °, 10:1 ; i PAVEMENT BOTTOM OF CURB KJ Q INTERNATIONAL SYMBOL Z OF ACCESSIBILITY, BLUE TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS ®10 C -C. a O to P'O 100' C -C AND AT ALL RADII RETURNS SAWCUT 1/4' CONTROL JOINT U)z (DCAM #12-04) D D /3 +.s 0 ci CONTfm JONT ,. CURB JOINT DETAIL 8 -0 MIN. t " 8' -0" MIN. t'\ CU -7 �, SCALE: NONE +� 4 ° BLUE PAINT ACCESSIBLE SPACE i + • ACCESSIBLE SPACE STRIPE I , , ! , ; { I 4. IN UT SEALANT 1 /2" $ *AISLE * *5' -0" MIN. AISLE FOR REGULAR SPACE NOTE. ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN * *8' -0' MIN. AISLE FOR VAN ACCESSIBLE SPACE ISOMETRIC SEE SITE PLAN FOR ACTUAL DIMENSIONS ACCESSIBLE, BUT NOT LESS THAN ONE. 6' -O" Min. COMBINED WALK & CURB Max. RAMP SLOPE 1" PER FOOT ' 6' // ' ` f �` f i SECTION CU -2 REVERSE SLOPE CHAIRBACK CURB AND GUTTER AC -1D ACCESSIBLE PARKING W1 BUILT-UP CURB RAMP SCALE: NONE SCALE: NONE t J SEE DETAIL . FOR WALL SECTION ACCESSIBLE PARKING SPACES SHr1L:, BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY CONCRETE PARKING BUMP COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED 0_ IN THE SPACE. SEE DETAIL SI -01. _Q_ 4' WIDE BLUE ` PAINT STRIPES (�•) ! JI W ct 4 � PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND •■ c N m 1 1/2' HMA SURFACE 9.5 mm - M a / WHERE PAVEMENT ABUTS A VERTICAL SURFACE, i 0 N U N 0 U W 0 0 49 0 a_ 0 0 N U 0 a- 0 a✓ _ n M N lV 0 0 N _ o U 0 LL` Rinker Materials STORMCipTOR FRAME MP OF GRADE oum FINISH GRADE PAVEMENT AND COVER SECTION GRADE ADJUSTERS TO 32"0 FR0�' SUIT FINISHED GRADE 5" COVER AND 1; 6"0 OIL PORT 8' .0 ri * ups .� i•I;iv ^l /` ounff 72 • ••. 7 _ ST -5 REV. I DESCRIPTION BY DATE LEGEND Bc = OUTSIDE DIAMETER VARIES STORMCEPTOR � xINSERT B MAX PIPE 0 _ +-i 22" WEB aU wwpi `' 15" 7's 00 bo 24" • ' •' . TYPE B OM 3' ORFXE • • i'( 21" 21" -� - 30" 21" 21" • P�lJ1jE 24" 36" ,. - PLAN vlEw of INSERT fi0 INLET TEE COMPACTED #8 STONE--- LC TYPE SIT min. DROP PIPE 24" 0 OUTLET 611" 0" RISER PIPE g6 "I . ; g„ 4„ TO 6.. PERFORATED • 1 < _ a oVERUP PLASTIC PIPE 6" WITH SPECIFICATIONS 10,1 ; ,, :.. . :, ' TO MEET AASHTO M252 BACKFILL WITH , SECTION THRU CHAMBER I 6" DIAM. UNLESS OTHERWISE SHOWN BACKFILL WITH 28" kq - PAVELeff AFFAS E NOTE ' ° 12 6" N V a) 0 1. THE USE OF GROUTED CONNECTIONS IS RECOMMENDED ,- PAVEMENT AREAS AT THE INLET AND OUTLET WHERE APPLICABLE • Bc ' 16 "O.C. 2. THE COYER SHOULD BE POSITIONED OVER THE 24 "0 s.. MANHOLE CONFORMS _ OUTLET RISER PIPE AND THE 6"0 OL PORT. 2 - 45' BENDS OR REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL 3. THE STORMCEPTOR S1STEl1 IS PROTECTED BY ONE OR ST -1 5" MIN. MORE Or THE rd.LOIMfNCi U.S. PATENTS: #4985148, (5498331, ENLARGED INLET Q ''" = 15725760, 15753115, 15849181, 16068765. 16371590. TEE DROP PIPE SCALE: NONE _ ST -5 REV. I DESCRIPTION BY DATE LEGEND Bc = OUTSIDE DIAMETER BOX INLET SCHEDULE INLET TYPE A B MAX PIPE 0 TYPE A * 22" 22" 15" 15" TYPE AM * V, 24" • ' •' . TYPE B 30" 46" 21" 21" - 30" 30" 21" 21" TYPE JIM * 24" 36" 18" 27" TYPE SIT _ ao 611" 0" W 0- DIAMETER • 1 < _ a • ' ' •, \' STRINGENT REQUIREMENT UP TO 60' WITH SPECIFICATIONS DEPTH OF BEDDING INCLUDED IN A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. BACKFILL WITH , MATERIAL BELOW PIPE NOTES: SPECIFICATIONS i BACKFILL WITH A E INSTALLED IN 6" BALANCED LIFTS. 6" N V a) 0 & MA 27" & SMALLER 3" ,- PAVEMENT AREAS BOX INLET SCHEDULE INLET TYPE A B MAX PIPE 0 TYPE A * 22" 22" 15" 15" TYPE AM * 24" 24" 18" 18" TYPE B 30" 46" 21" 21" TYPE E,F * 30" 30" 21" 21" TYPE JIM * 24" 36" 18" 27" TYPE SIT 15" 611" 0" 36" EDGE OF PAVEMENT, D = INSIDE DIAMETER CURB, GUTTER OR d = DEPTH OF BEDDING SIMILAR STRUCTURE MATERIAL BELOW PIPE L DETECTABLE WARNING MIN 6" TOPSOIL TAPE IN ACCORDANCE •` , , , • , • : WITH SPECIFICATIONS `l. "!. f f• ter,; i.,r'ti, _ ; 'i .� f r 'f �J'r\ % • \,, f`f'\ I /tilt . ' • • • • f/ - _'` f ,` `` - PRECAST ADJUSTING SECTIONS AVAILABLE •' • 12" DATA TABLE RIM ELEVATION • : 'L' 5 FT. OR LESS: 48" RIM ELEVATION SEE STORM STRUCTURE J "B" BORROW OR EQUIV. J MIN. 1.25 Bc +12" CURB, GUTTER OR DATA TABLE FOR CASTING --� GRANULAR MATERIAL Z OR BUTYL RUBBER NOTE: MANHOLE Y COMPACTED TO 95% SIMILAR STRUCTURE I' _ I m STAISWtEff F�KBMF5 FT.: SEAL AT JOINTS Q - RE01800"BACKFILL > THAN 45• -90• 60" ECCENTRIC CONE SECTION OR MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS "B" BORROW OR EQUIV. , 24 w DIN. . • CD GRANULAR MATERIAL COMPACTED TO OF ASTM -SSO HAUNCHING 95% STANDARD PROCTOR DENSITY MIN 6" TOPSOIL 1 r 1 C1 _ L (Bc /6) :� ' ' . Bc • • • •� d * *UNLESS MORE `.= .,' •� DIAMETER • 1 < _ a • ' ' •, \' STRINGENT REQUIREMENT UP TO 60' WITH SPECIFICATIONS DEPTH OF BEDDING INCLUDED IN A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. BACKFILL WITH , MATERIAL BELOW PIPE NOTES: SPECIFICATIONS BACKFILL WITH D d MIN. 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE E INSTALLED IN 6" BALANCED LIFTS. NOTE: N V a) 0 & MA 27" & SMALLER 3" ,- PAVEMENT AREAS 30" 4" 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE • Bc ' 16 "O.C. 66" & LARGER 6" OF THE INSTALLED PIPE. MANHOLE CONFORMS BOX INLET DETAIL 2 - 45' BENDS OR REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL _ ST 6 ST -1 5" MIN. ST -3 Q ''" = BEND SCALE: NONE MATERIAL BELOW PIPE SCALE: NONE _ J ' LEGEND *+ tiC = UU 151Ut UTAMtl tK 'L' 5 FT, OR LESS: EDGE OF rAVEMENT, 0 = INSIDE DIAMETER �� " CURB, GUTTER OR B BORROW OR EQUIV. SIMILAR STRUCTURE GRANULAR MATERIAL COMPACTED TO 95% L 3,TA13R,gR1X0F KHMF6 FT.: MIN 6" TOPSOIL RE1380W*BACKFILL "UNLESS MORE f \ STRINGENT ''° 'i;r F • • • . • • / %` \�' �' REQUIREMENT �' fj' ' . ' • ��'y INCLUDED IN SPECIFICATIONS z Y 12" DETEC ABLE WARNING Q _TAPE IN ACCORDANCE M WI TFj SPECIFICATIONS MIN. 1.25 Bc +12" < G-:- MIN - z #8 CRUSHED STONE OR - m . • • ,\ APPROVED EQUIV. CLASS I MATERIAL COMPACTED HAUNCHING • • INTO PLACE (Bc /2) • Bc 4" BEDDING NOTES: 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ST -3A PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL ST -6A SCALE: NONE LEGEND Bc = OUTSIDE DIAMETER MIN. FRAME & COVER PER STRUCTURE DATA TABLE RIM ELEVATION 8 " -21" 48" ASPHALTIC MASTIC 24" CURB, GUTTER OR d = DEPTH OF BEDDING PRECAST CONCRETE ADJUSTING OR BUTYL RUBBER NOTE: MANHOLE STEPS SHALL BE _ POLYPROPYLENE. POLYPROPYLENE COATED SIMILAR STRUCTURE MATERIAL BELOW PIPE RINGS IF NEEDED (4 MAX) SEAL AT JOINTS Q - L > THAN 45• -90• 60" ECCENTRIC CONE SECTION OR MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS 42"-480 , 24 w DIN. . REDUCER CAP AS REQUIRED 42" OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM _ MIN 6" TOPSOIL TAPE IN ACCORDANCE 48' DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM 54 " -66" UP TO 60' WITH SPECIFICATIONS ( ( A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. BACKFILL WITH , TOPSOIL BACKFILL WITH COMPACTED GRANULAR E , NOTE: N V a) 0 c m QzM_ ,- PAVEMENT AREAS I- • Bc ' 16 "O.C. _ MANHOLE CONFORMS - , 2 - 45' BENDS OR MAXIMUM _ TO ASTM. C -478 5" MIN. Q ''" = BEND PERFORATED MATERIAL BELOW PIPE MANHOLE DIAMETER _ J ' - SEE TABLE cc� LU 0 -RING GASKET - TO MEET AASHTO M252 ' PRECAST CONCRETE ASPHALTIC MASTIC O SECTIONS OR BUTYL RUBBER U SEWER AND WATER SEPARATION REQUIREMENTS SEAL AT JOINTS Y. SCALE: NONE PIPE M N C 1 /2" PER FT. SLOPE SIZE _, - v r REINFORCING MIN. STEEL ' AREA 0.12 SO. IN. /FT. OF ' - WIDTH IN BOTH DIRECTIONS. - ° s REBAR OR WIRE MESH - a° ° EQUIVLENT. v 6.. 3 "T *+ tiC = UU 151Ut UTAMtl tK 'L' 5 FT, OR LESS: EDGE OF rAVEMENT, 0 = INSIDE DIAMETER �� " CURB, GUTTER OR B BORROW OR EQUIV. SIMILAR STRUCTURE GRANULAR MATERIAL COMPACTED TO 95% L 3,TA13R,gR1X0F KHMF6 FT.: MIN 6" TOPSOIL RE1380W*BACKFILL "UNLESS MORE f \ STRINGENT ''° 'i;r F • • • . • • / %` \�' �' REQUIREMENT �' fj' ' . ' • ��'y INCLUDED IN SPECIFICATIONS z Y 12" DETEC ABLE WARNING Q _TAPE IN ACCORDANCE M WI TFj SPECIFICATIONS MIN. 1.25 Bc +12" < G-:- MIN - z #8 CRUSHED STONE OR - m . • • ,\ APPROVED EQUIV. CLASS I MATERIAL COMPACTED HAUNCHING • • INTO PLACE (Bc /2) • Bc 4" BEDDING NOTES: 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ST -3A PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL ST -6A SCALE: NONE LEGEND Bc = OUTSIDE DIAMETER MIN. 6" OF #2- OR #8 STONE - EDGE OF PAVEMENT, D = INSIDE DIAMETER 8 " -21" 48" 48" 24" CURB, GUTTER OR d = DEPTH OF BEDDING 27 " -30" 60" NOTE: MANHOLE STEPS SHALL BE _ POLYPROPYLENE. POLYPROPYLENE COATED SIMILAR STRUCTURE MATERIAL BELOW PIPE PIPE SIZE PIPE TURNS STEEL REINFORCING OR AN APPROVED NON - CORROSIVE FIBERGLASS L > THAN 45• -90• 60" 33 " -36" MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS 42"-480 UP TO 45' NON- DETECTABLE WARNING 42" OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM 48" MIN 6" TOPSOIL TAPE IN ACCORDANCE 48' DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM 54 " -66" UP TO 60' WITH SPECIFICATIONS ( ( A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. BACKFILL WITH , TOPSOIL BACKFILL WITH COMPACTED GRANULAR E EARTH BACKFILL MATERIAL UNDER PIPE SIZE _ " MANHOLE DIAMETERS PIPES ENTERING LEAVING AT 0' -45' . BEND 45' -90' BEND 8 " -21" 48" 48" 24" 48" 60" 27 " -30" 60" 60" 33 " -36" 60" 72" PIPE SIZE PIPE TURNS MANHOLE DIA. 24" -33' > THAN 45• -90• 60" 33 " -36" STRAIGHT THRU 60" 42"-480 UP TO 45' 72" 42" > THAN 45' -90• 84" 48" UP TO 45• 84" 48' > THAN 45 -90' 96" 54 " -66" UP TO 60' 96" ,r 12 f J �\ • .� \f` 'L' 5 FT. OR LESS: z Y „ • • "B" BORROW OR EQUIV. I- 0 MIN. 1.25 Bc +12 GRANULAR MATERIAL FINISH GRADE UNDERDRAIN /SUBSURFACE DRAIN (SSD) CA -1 SCALE NONE CAST IRON FRAME AND FRONT LID (NEENAH R -1976) CASTING INSTALLED FLUSH WITH A" GRADE IN PAVEMENT Co AREAS 8" CONC. PVC PLUG COLLAR IN INSTALLED FLUSH PVMT AREA 6 "R W/ GRADE IN PAVEMENT I 7 GRASS AREAS A. A -M, B *, E*, J* MANHOLE 14 IS - 4" FLATTOP REQUIRE GRASS 00 15.63 Z ? o a < 0 ..'. :. R- 3287 -1OV 00 UJ PROPOSED GRADE "B" Q 14+ 34.63 a 710 22.13 r' •a- MANHOLE ** ( ( } -- BACKFILL WITH , TOPSOIL BACKFILL WITH COMPACTED GRANULAR E EARTH BACKFILL MATERIAL UNDER N V a) 0 c m QzM_ MATERIAL FOR PAVEMENT AREAS I- • Bc ' UNPAVED AREAS d * *UNLESS MORE 24" I.D. tw FILTER FABRIC 2 - 45' BENDS OR STRINGENT REQUIREMENT •'" �,' !.= -' � ; .j . w SIZE AS SEWER #8 WASHED GRAVEL Q ''" = BEND PERFORATED MATERIAL BELOW PIPE NOTES: _ J S A PLASTIC PIPE cc� LU TO MEET AASHTO M252 Z G Q O YAFD U UNDERDRAIN /SUBSURFACE DRAIN (SSD) CA -1 SCALE NONE CAST IRON FRAME AND FRONT LID (NEENAH R -1976) CASTING INSTALLED FLUSH WITH A" GRADE IN PAVEMENT Co AREAS 8" CONC. PVC PLUG COLLAR IN INSTALLED FLUSH PVMT AREA 6 "R W/ GRADE IN PAVEMENT I 7 GRASS AREAS A. A -M, B *, E*, J* MANHOLE 14 IS - 4" FLATTOP REQUIRE GRASS 00 15.63 Z ? o a < 0 ..'. :. R- 3287 -1OV a, o (J L0 W o UJ 0 ,. PROPOSED GRADE "B" Q 14+ 34.63 a 710 22.13 V B *, J MANHOLE ** ,\ O BACKFILL WITH , Z BACKFILL WITH COMPACTED GRANULAR E SELECT EXCAVATED MATERIAL UNDER N V a) 0 c m QzM_ MATERIAL FOR PAVEMENT AREAS I- • Bc ' UNPAVED AREAS d * *UNLESS MORE 24" I.D. tw EXTENSION SAME 2 - 45' BENDS OR STRINGENT REQUIREMENT •'" �,' !.= -' � ; .j . w SIZE AS SEWER LONG RADIUS 90' Q UP TO 6" DIAMETER BEND MATERIAL BELOW PIPE NOTES: M A P d0 ❑o .'4 Q❑❑❑❑n A NEENAH R- 1772 -A SERIES MANHOLE FRAMES, SOLID LID A CONTROL J01 AV vv a a 03 ❑❑ O ❑D i p 1300 13 ❑O Vf; ,;: _� %`\��, Tf { f; Z • F ❑ 0013 \;r �, � \�/ \r f� j O ❑0001030 12" min - 103000 _. �\ �`�:'1 / f- . ❑a❑ 1313❑ a y / ,, �* �, ,f, -/ '�- -- 3500 PSI CONCRETE �� ° a ��`�� /��rvf�� RIM ELEVATION A '*N� CONCRETE COLLAR `� /ti\ ° 4 y WITHIN ASPHALT AREAS CONCRETE COLLAR 2" min. C _ r\ B 6" min '� # t• '�� ,` ` j'•,� SECTION IPA-All ASPHALT SETTING YARD SETTING %i`,;r' ~ ; ` %• / /` • y \ I- f , , ' `' CRADLE SHALL BEAR ON Q � . UNDISTURBED EARTH NOTE: W /r.�, • �� CONCRETE CRADLE REQUIRED WHEN -M VERTICAL DISTANCE BETWEEN SANITARY BOTTOM OF TRENCH SEWER OR LATERAL L AND CROSSING o FRONT STRUCTURES CASTING DESCRIPTION A" B" Co D" E" BOX INLET MANHOLE R- 1772 -A SOLID LID ® 360 250 1 210 7 22.750 A. A -M, B *, E*, J* MANHOLE 14 IS - 4" FLATTOP REQUIRE � . UNDISTURBED EARTH NOTE: W /r.�, • �� CONCRETE CRADLE REQUIRED WHEN -M VERTICAL DISTANCE BETWEEN SANITARY BOTTOM OF TRENCH SEWER OR LATERAL L AND CROSSING o RIM ELEVATION 0 nn, Inn C, B SANITARY SEWER A 10' MIN. 10' MIN. WATER MAIN UTILITY IS LESS THAN 18 . MINIMUM SEPARATION SHALL BE 3 ". W LO I r- SOLID LID CASTING SETTING DETAIL SA -8 CONCRETE CRADLE DETAIL SCALE NONE 8• SCALE: NONE so I Cd F r Cr M o- W oto 0.10 R- 3286 -8V L16 O (0 x r� � .00' _ YP 22 U) � 14 21.63 34 \ 15.63 Z ? o a < 0 ..'. :. R- 3287 -1OV a, o (J L0 W o UJ 0 ,. PROPOSED GRADE "B" Q 14+ 34.63 a 710 22.13 V B *, J MANHOLE ** ,\ O o Z H m .- WATER MAIN E IL RIM ELEVATION 0 nn, Inn C, B SANITARY SEWER A 10' MIN. 10' MIN. WATER MAIN SEWER CLEANOUT (END OF LINE) CA -3 SCALE: NONE CAST IRON FRAME AND LID (NEENAH R -1976) INSTALLED FLUSH WITH GRADE IN PAVEMENT AREAS 8" CONC. COLLAR IN PVMT AREA 6 "R PAVEMENT BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS r 45' ELBOW 45' WYE ,) PVC PLUG (-PVC FLUSH W/ GRADE IN GRASS AREAS GRASS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION %-OR CONTINUATION /-FUTURE MAIN. III _ - _ASL . CHAIRBACK CURB CASTING SETTING DETAIL SCALE: NONE FfIONT SIDE STRUCTURES CASTING DESCFAnM A' 8• C I v F r Cr M BOX r+LET NANHoLE R- 3286 -8V CHAIRBACK ® 34 22 20 14 21.63 34 22.88 15.63 A, A -M, B *, E *, J* MANHOLE ** R- 3287 -1OV CHAIRBACK ® 45 35.25 32.88 14+ 34.63 32.38 22.13 15.63 B *, J MANHOLE ** FLOW --- * - 4" FLATTOP REQUIRED ** 6" FLATTOP REQUIRED SEWER CLEANOUT (END OF LINE) CA -3 SCALE: NONE CAST IRON FRAME AND LID (NEENAH R -1976) INSTALLED FLUSH WITH GRADE IN PAVEMENT AREAS 8" CONC. COLLAR IN PVMT AREA 6 "R PAVEMENT BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEMENT AREAS r 45' ELBOW 45' WYE ,) PVC PLUG (-PVC FLUSH W/ GRADE IN GRASS AREAS GRASS BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS EXTENSION SAME SIZE AS SEWER UP TO 6" DIAMETER PLUG & SEAL FOR FUTURE CONNECTION %-OR CONTINUATION /-FUTURE MAIN. III _ - _ASL . CHAIRBACK CURB CASTING SETTING DETAIL SCALE: NONE IF "A" IS IF "B" IS THEN SANITARY SEWER PIPE SEGMENT SHALL BE 18" OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS JOINT •q" JOINT g o LESS THAN 18" 2 AWWA C -900 (DR 25 OR DR 18) OR AWWA C -905 (D C]• SANITARY SEWER 26 OR DR 21 )) OR DUCTILE IRON CLASS 51 MIN. w E . c_ , X N o cS coo 24.75 22 6 t2 .2 L oa o v m 24.75 23.63 c N ca O U �riL> MANHOLE ** v i Cc I INLET ® 34 220 20 8 p oQ� r: 34 - N ID N p (� �O. A, A -M, B *, E *, J* MANHOLE ** FLOW --- * - 4" FLATTOP REQUIRED ** - 6" FLATTOP REQUIRED o Z H m .- V • omco> v .n � -- .3 When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water W N V a) 0 c m QzM_ X IF "A" IS IF "B" IS THEN SANITARY SEWER PIPE SEGMENT SHALL BE 18" OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS A' g PVC (EITHER ASTM 0 -2241 (SDR 26 OR SDR 21) OR LESS THAN 18" LESS THAN 10' AWWA C -900 (DR 25 OR DR 18) OR AWWA C -905 (D C]• a 26 OR DR 21 )) OR DUCTILE IRON CLASS 51 MIN. E NOTES: CJ �,.. '; Water and sewer crossings and seperations shall be in accordance with c a Ten State Standards and local codes. d. w w CONCRETE Sim E COLLAR 12" min. C B A ASPHALT SETTING /-RIM ELEVATION CONCRETE COLLAR 010' 6" min CONC. COLLAR G F < m FOR D </=42" MIN. 1.25 Bc +24" m��`�"W DE9CFi'T1ON A' g C 1Y E• F' C]• a BOX N.ET MANHOLE E . c_ , X 32.75 24.75 22 6 t2 .2 L oa o v 32.75 24.75 23.63 A, A -M, B *, E *, J* MANHOLE ** v i Cc I INLET ® 34 220 20 8 p oQ� r: 34 220 �O. A, A -M, B *, E *, J* MANHOLE ** GRANULAR MATERIAL COMPACTED 10 * - 4" FLATTOP REQUIRED ** - 6" FLATTOP REQUIRED o Z O V • omco> v .n � -- .3 E NOTES: CJ �,.. '; Water and sewer crossings and seperations shall be in accordance with c a Ten State Standards and local codes. d. w w CONCRETE Sim E COLLAR 12" min. C B A ASPHALT SETTING /-RIM ELEVATION CONCRETE COLLAR 010' 6" min CONC. COLLAR G F SEWER CLEANOUT (IN -LINE) CA -4 SCALE: NONE < m FOR D </=42" MIN. 1.25 Bc +24" CASTM DE9CFi'T1ON A' g C 1Y E• F' C]• W BOX N.ET MANHOLE R -3405 INLET ® 32.75 24.75 22 6 23.63 32.75 24.75 23.63 A, A -M, B *, E *, J* MANHOLE ** R -3472 I INLET ® 34 220 20 8 21.75 34 220 21.75 A, A -M, B *, E *, J* MANHOLE ** GRANULAR MATERIAL COMPACTED 10 * - 4" FLATTOP REQUIRED ** - 6" FLATTOP REQUIRED SEWER CLEANOUT (IN -LINE) CA -4 SCALE: NONE 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFiLl SHALE BE ID d MIN. INSTALLED IN 6" BALANCED LIFTS. GASKET DETAIL RING OR FLANGE OF CASTING. SECTION 'A -A' 27" &SMALLER 3" 2• A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE PIPE FOR 42" DIAM. AND LESS. 30" TO 60 4" 3. A MINIMUM 12" CLEARANCE SHALL BE PROVIDED ON EACH SIDE 66" & LARGER 6" OF THE PIPE FOR LARGER THAN 42" DIAM. STANDARD STORM SEWER MANHOLE ST-313 ST CORRUGATED METAL PIPE (CMP) TRENCH DETAIL -35 PRECAST CONCRETE ADJUSTING RING CA -8 ST Z SCALE: NONE SCALE: NONE RECTANGULAR INLET CASTING SETTING DETAIL I SA -9 SCALE: NONE 5 1/4' F- 23 "0 33'0 NEENAH R -434 TC ELEVATION STRUCTUFIE6 < m FOR D </=42" MIN. 1.25 Bc +24" COMPACTED TO 95% 3Jg13RE RROMF6 FT.: PLACE 1/2" DA PREFORMED GASKET MATERIAL the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of FOR D > 42" QE6181]AR*'BACKFILL IN EACH KEYWAY -SEE DETAIL PLAN VIEW the sewer, and at an elevation so the bottom of the water main is at J 12" `, 63' least 18 inches above the top of the sewer. Q MIN M NOMINAL 1/2" BUYR RUBBER Sanitary ewers crossing water mains shall be laid to provide a minimum rY 9 P Z Q X Z BASE EXTRUDABLE PREFORMED -1 -m SPRINGLINE <. • • . � J L1 .1 "B" BORROW OR EQUIV. GASKET MATERIAL TYP, is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water GRANULAR MATERIAL COMPACTED 10 4" -12" o HAUNCHING O 95% STANDARD PROCTOR DENSITY* When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water • N V a) 0 pipe, and shall be pressure tested to assure water tightness prior to backfilling. I- • Bc ' `. d * *UNLESS MORE 24" I.D. tw U . \;:_ .. � �. .�..:..`•:., •_.. STRINGENT REQUIREMENT •'" �,' !.= -' � ; .j . w DEPTH OF BEDDING Q INCLUDED IN 27 3/4 34 O.D. MATERIAL BELOW PIPE NOTES: _ J S A PRECAST CONCRETE ADJ 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFiLl SHALE BE ID d MIN. INSTALLED IN 6" BALANCED LIFTS. GASKET DETAIL RING OR FLANGE OF CASTING. SECTION 'A -A' 27" &SMALLER 3" 2• A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE PIPE FOR 42" DIAM. AND LESS. 30" TO 60 4" 3. A MINIMUM 12" CLEARANCE SHALL BE PROVIDED ON EACH SIDE 66" & LARGER 6" OF THE PIPE FOR LARGER THAN 42" DIAM. STANDARD STORM SEWER MANHOLE ST-313 ST CORRUGATED METAL PIPE (CMP) TRENCH DETAIL -35 PRECAST CONCRETE ADJUSTING RING CA -8 ST Z SCALE: NONE SCALE: NONE RECTANGULAR INLET CASTING SETTING DETAIL I SA -9 SCALE: NONE 5 1/4' F- 23 "0 33'0 NEENAH R -434 TC ELEVATION STRUCTUFIE6 BOX INLET MANHOLE A -M, B *, E*, J* MANHOLE * - 4" FLATTOP REQUIRED DITCH GRATE CASTING SETTING DETAIL SA -15 SCALE: NONE There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of an polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot seperation the appropriate reviewing agency may allow deviation on a case -by -case basis if supported by data from the design engineer. Such deviation may allow installation of C O the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of • - the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. ' ^ M Sanitary ewers crossing water mains shall be laid to provide a minimum rY 9 P Z X Z vertical sepera tion distance of 18 inches between the outside of water- main and the outside of the sewer. This shall be the case where the water main � J L1 .1 is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water Z = o main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. O When it is impossible to obtain proper horizontal and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water • N V a) 0 pipe, and shall be pressure tested to assure water tightness prior to backfilling. I- o m CD f_ j� U 4- CU -' Q >= _ J cc� LU Z G Q O Q U U SEWER AND WATER SEPARATION REQUIREMENTS U SCALE: NONE s. M 0 r i 3500 PSI CONCRETE ��` c1� "� s rE PVC GASKETED OR SOLVENT BLOCKING ( FOR GASKETED WELDED CAP (FOR PVC PIPE) � � ' •� a ''• F FITTINGS ONLY) _ N O. D.I. PUSH ON OR M.J. CAP .'\ Vii'\ (FOR D.I. PIPE) ,�ti\ \ ^- '�;, >' - 0200269 STATE OF S ` ONAL AS -BUILT LOCATION AND INVERT \,� r' \ ELEVATION REQUIRED IF STUB EMH &T JOB NO. IS LONGER THAN 20 FEET UNDISTURBED 2007 -1927 EARTH DATE: 10 -01 -2007 SCALE: AS NOTED SHEET No. og) CAPPING DETAIL O 0 SCALE: NONE 47 , •« a o 36" thru 60" Bulkhead diameters* X112 `. o Concentric Reducers ,,. I A B N 'RI M: a 2 Typ. .J U A B w Typ. structural angle H H *,'' * * Typ. structural angle Fillet weld pipe , H * H H/2 to bulkhead p H/2 OO * o� H/2 H/2 N \� , - Reducer pipe . �V 66 thru 96 Bulkhead diameters* Fillet weld pipe wine 4 0 71 ;. Reducer pipe to bulkhead A B o r' RIM 841.73 D , ,,,..,[ ST IE: 832.22 S �Stl w 2 Typ. [t8 "sr 707 STI - * Dimensions are typical for all RIM 840.70 0 H/3 H H/3 H (1e sT� IE: 830.40 co structural angles , , [°;8:� IE: 830.50 N - � RIM 842.50 - IE: 831.20 N -•,,� [18.s IE: 830.50 S i' Fillet weld pipe o, H/3 to bulkhead H/3 u IE: 831.20 S NOTES: - t. � - _ , - .. . Typ.. structural angle � `' ��J �J '� 4•. � --- .Y :: $T . 18" �� 1. A and B (lengths) 4ft. Minimum. INA 9 �N "_ \,,\ ST ._ . _ ST >� �� '`"".� _ - -, �.. -._��t - - � i 8_RCP @0.817o_--- . ............. �� as When possible, use 10 lengths for A and B 225LF60 C 0.15% ... WA TER DET ON STRUCTURE) _- __ . x 2. - Reducers are also available for pipe -arch. NOTES: / / / Q 3. Diameters <` 48's use a 12 gage, unreinforced plate. 1. A and B (lengths) 4ft Minimum. V ,armor- rs--s+ a � sue:} ca- �r .:r:sa-��xa�:�.rw-v�ca- #�r-a► a:s^s�s:r- 1�-a -� _�r..�acasr,.ca�i .>:,y •cave...zz.. . a w • O � LL Diameters 48" to 96 use guidelines shown below. When possible, use -10 lengths for A and B QQ E 757.18 706 - .. Q o Diameters > 96 ", contact the Regional Engineer. 705 N 9 O� oo' oo s�W IL » 2. Reducers are also available for pipe -arch. RIM 840.70 ° o� Lo Diameters 48 to 72 If the smaller pipe diameter Is greater than 1 /2 RIM 841.00 IE. 831.66 N , °o the diameter of the larger pipe, then„ use „12 gage, 3. All bulkheads are 12 gage flat late steel with angles laced as shown. �- 9 9 P 9 P IE: 834.20 N IE: 831.66 S 2 3.5 2 °` unreinforced late. Otherwise, use 2 x 2 x 1 /4 „ Q P IE: 832.00 S 714 ... ., __ .. . , ., . � � � W � � or larger structural angles laced as shown. 4. Structural angles must be 2 x 2 x 1 /4 or larger. 9 9 P RIM 839.501 o Dz 5. Maximum allowable spacing for angles is 24 . Angles should always be 0 15 30 45 60 �- Diameters 78" to 96 If the smaller pipe diameter is no more than 30" IE: 835.7f W P P equally spaced. More angles than shown can be used to get spacing <24' CL smaller than the larger pipe, then use 12 a e _ _ HORIZONTAL SCALE: 1 " =30' a 9 P P g g It Is referred that the an les be laced on the Inside of the reducer late. - _ __ unreinforced late. Otherwise, use 2" x 2" x 1/4 P g P P " gage, unreinforced late. or larger structural angles laced as shown. 6. Diameters < 36 , use 12 g g p ` O 9 g P Diameters 36" to 96 ", use angles as shown. If the difference between the Str: 706 Str: x111 I to the inside face of the pipe diameters is less than 36" then no reinforcement is required. Rim: 840.70 ft Rim: 838.76 ft 4. It is preferred that the angles be welded Sta.: 0 +77 Sta.: 0 +00 Diameters > 96 ", contact our Regional office. Str: 705 bulkhead using fillet welds 4" long, spaced 8" o.c. Y 9 4 Rim: s41.00 f 7. Angles shall be welded to the face of the bulkhead using illet welds 4" Ion sta.: 3 +02 5. Angles are cut to fit. The 2" clearance shown should not exceed 6 ". 9 13 g g PROPOSED GRADE Str. 707 6. These designs are based on a MAXIMUM COVER of 12ft. If this cover is spaced 8 O.C. Rim: 839.40 ft exceeded, contact your Regional office. 8. These designs also apply to plain bulkheads. (H = Dia.* on bulkheads) 840 7. Reinforcing members and bulkhead plate . shall be galvanized or otherwise 9• These designs are based on a MAXIMUM COVER of 12'. If this cover is coated as directed by the project specifications and /or the project engineer. exceeded, contact your Regional office. 10. Reinforcing embers and bulkhead late shall be galvanized or otherwise 24 inch cMP 24 inch cMP g P g 838 MANWAY RISER MANW Y RISER . coated as directed by the project specifications and /or the project engineer. >- c Ia o'er °�L> _ N m CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE � M w �.� PLATE BULKHEAD AND Q �� PLATE BULKHEAD AND 836 W o �QZg X �.� r. -._. ,,,� .. :-• �� Q-� ,.. - . _ -�+-. Q "' "�"� Q.E? Q"Tl 24 inch CMP , . �, u. CONCENTRIC REDUCER .�' ��`► �,,► .. _ ECCENTRIC REDUCER a S. CONSTRUCTION PRODUCTS INC. CONSTRUCTION PRODUCTS INC. m F REV. BY JWK SCALE: N A DRAWN BY: FB REV. BY: JWK SCALE: N/A c STEEL PLATE BULKHEAD Q,opeak= 836.6i� E • X DRAWN BY: B / <, 3 o v v 8 4 4, 418 C.F. STORAGE CAPACITY t >, DATE: 11 -20 -91 DATE: 3/28/02 1008728E DATE: 11 -20 -91 DATE: 3/28/02 1008579E 3 WITH CONCENTRIC REDO ER Label: P -704 WITH ECCENTRIC REDUCER D z I > >z - w Invert: 834.60 ft 5 m� co Length: 268 ft Outlet Orifice -13.40 n DIA. r, Size: 24 inch v (D j m E mtiNc 2v 832 r c o o� 0..8 h MP Invert: 831.66 ft w w T Label: P -70 $ F 1 Up Invert: 832.00 f A 830 On Invert: 831.66 f B � � Length: 225 f °. Size: 60 inc I--- D Fl� E D 828 •� 4 +00 3 +50 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 C Q Q E Station ft H Q Label: P -706 Label: P -707 U) H LEH I Up Invert: 830.50 ft Q. Up Invert: 831.66 ft Dn Invert: 830.40 ft Z Z Dn Invert: 830.50 ft Length: 69 ft Length: 8 ft W Size: 18 inch Size: 18 inch J J I E HORIZONTAL SCALE: 1"=30' I 1 FIG. 2 I (STORMWA TER DETENTION STRUCTURE) N v 0 5 15 30 45 60 ' -" 0 0 1 2 3 4 5 6 VERTICAL SCALE: 1 " =3' -- 0 B -._l L�-- -- B . __.. __ _ _ �--- 000 U) C C E E �� M M c.� 0.. _ ❑ ~ v W A I K E Q o I- E o co H H H e- FIG� F� G , E5 - , 4 I �,,,,► J ��' ro �. Manholes catch basins and other sewer appurtenances are fabricated to the G;sreR O ' PP be included on the drawing ` F�•,�� CD drawings submitted with the order. Dimensions must g � .� N 0, • � which accompanies your order, similar to the dimensions indicated above. Include o any other drawings and dimensions which are needed. Note the type of material., 10200269 gage, coating, end finish required, band type, and lifting lugs if needed. ' ' �_• STATE OF ALL FITTINGS SHOULD FIT INTO AN 8 HIGH X 8 WIDE c CAUTION: A ...A : w C F s N L • / S�O...A AREA FOR SHIPPING PURPOSES. W NOTES. 1) FITTING DESIGN, RESPONSIBILITY OF OTHERS THAN CONTECH r.. 2) THE MANUFACTURING TOLERANCE OF THE DEFLECTION ANGLE IS ± 3° FROM CENTERLINE ON ELBOWS, WYES, TEES BENCHMARK DATA : - PROJECT BENCHMARK: EMH &T JOB NO. AND FITTINGS U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE a 2007 -1927 TYPICAL MANHOLES, RISERS ON THE WEST SIDE OF ILLINOIS STREET 5' SOUTH OF THE SOUTH PROPERTY LINE. a. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) Ni H BASINS SITE BENCHMARK: �,► °-�? AND CATCH 10 -o1 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST 9. CONSTRUCTION PRODUCTS INC. OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: v DRAWN BY F B REV. BY: N/A SCALE: N/A .. _.r._ _. __. _.:.. . . __, . DATE: 8 -20 -90 DATE: 8 -5 -92 1008424C B.M. ELEVATION = 845.16 AS NOTED "HOLEY MOLEY " SAYS CALL E AT LEAST ° WORKING DAYS FULL BEFORE E 1- 800'382 -5544 YOU DIG ITS THE LAW CALL TOLL FREE SHE o. 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA vZ 0 �j \ •l�lO h2 T lJ f12•ST q lT �12•S \ CO So it !rj 3" T6 YV EXISTING 2 STORY " OFFICE BUILDING F.F.E= 847.00 3" 1Q B, R L = 261.00 .0 146.9 S77 ine i " r r� h R = 40.00' /—L = 47.22' EXISTING_ TO REMAIN RELOCATE TO 5' FROM VISION CLEARANC EDGE OF PROPOSED WALK. EtBACK LIMIT OF LANDSCAPING FOR THIS PHASE. 0 ° 5 RC .ba ` QA ' s� EXISTING TO REMAIN X1 5 's. 1 R O s, LIMIT OF LANDSCAPING 4 DY FOR THIS PHASE. 0 4 HOS 15 Sab OUT 0 4 HOS ©9, 4 HOS 4 HOS 0 1 DD 4 HOS SOD RO _ D 4 OS ° RC 313 4 D DY RC 3 0 4 OS 1 DD 1 RO 1 RC DY RC 4 GH 4 HOS HOS 1 RC 3 0 RC 4 GH 4 HOS N 1 RO 4 HOS 1 RC 192 PWC RC 4 GH o ° 4 HOS X1 4 HO 22'x35' =770 SF 1 RC 11 RVVA P SF 320 LF OF CLASS'D' BUFFER -d� N O c� N V, u TO REMAIN' 3 RC 3 BB A � u 60, 1 RO 3 BB • s 3 RC " 170 - 1 RO 3 BB 00 00 17 3 RC r� •� 3 • �� , 1 RO - EXISTI 3 BB co �� TO REMAIN RELOCATE TO 'IF N OF P OPO D ALK ° 3 RC -EDGE �� '�•. � �. i 3 � 1 RO Ra I ^ � u 3" !/ RIM: r 15 GJ 3 LS 15 GJ EVA NOTE: PLANT TREES 6" HIGH CODE BOTANICAL NAME WIN W ~ • ' I1 • • I REMARKS Trees AM Acer Ginnala "Flame" Flame Amur Maple IN POOR DRAINAGE SOILS. 5 Clump Form LS Amelanchier Canadensis "Lamarcki" Lamarcki Serviceberry 8' ht. B &B _ • i ' i : : � Fib � • ` � NOTE: TREE STAKING IS FOR ALL 8' ht. B &B 6 Clump Form JZ Zelkova serrata Japanese Zelkova 3" cal. B &B 21 Ix NS TREES 5" CAL. OR LARGER. Norway Spruce ■'li2 NO F� ROOM/ Full RO Quercus Rubra Red Oak 3 cal. B &B 16 Ground Line To Be The Same 3 — REINFORCED RUBBER HOSE Shrubs RC Aronia Arbutifolia "Brilliantissitta" Brilliant Red Chokeberry 30" B &B As At The Nursery SECTIONS WITH DOUBLE STRAND 36" O.C. BB Euonymous Alatus "Compacts" Dwarf Burning Bush 30" B &B 40 42" O.C. GH Mohonia Aquifolium Oregon Grape Holly 3" Shredded Hardwood Mulch OF #10 WIRE 16 GJ Juniperus Chinensis Old Gold Juniper 24" 77 DY Taxus x Media "Densiformis" Remove All Wire, Strings And WRAP #10 DOUBLE STRAND WIRE AT 24" B &B 72 42" O.C. Z Burlap From Top Of Ball LEAST TWICE AROUND EACH POST Hemerocallis "Stella D'Oro" Stella D'Oro Daylilly #2 cont. TV T 18" O.C., Clump For PWC Euonymus Coloratus Purpleleaf Wintercreeper fin, . �.� � - �.. -• HOS Hosta Hosta # 1 cont. 56 a 50% OVERLAP AND TIE SECURELY 3 — STEEL FENCE POST, SPACED EVENLY U 4 High Compacted Saucer PLANT MATERIAL ROOT FLARE NEEDS TO _„ 320 LF OF CLASS'D' BUFFER -d� N O c� N V, u TO REMAIN' 3 RC 3 BB A � u 60, 1 RO 3 BB • s 3 RC " 170 - 1 RO 3 BB 00 00 17 3 RC r� •� 3 • �� , 1 RO - EXISTI 3 BB co �� TO REMAIN RELOCATE TO 'IF N OF P OPO D ALK ° 3 RC -EDGE �� '�•. � �. i 3 � 1 RO Ra I ^ � u 3" !/ RIM: r 15 GJ 3 LS 15 GJ EVA NOTE: PLANT TREES 6" HIGH CODE BOTANICAL NAME COMMON NAME I SIZE IQUANTITY I REMARKS Trees AM Acer Ginnala "Flame" Flame Amur Maple IN POOR DRAINAGE SOILS. 5 Clump Form LS Amelanchier Canadensis "Lamarcki" Lamarcki Serviceberry 8' ht. B &B 3 Clump Form TH Crategus Curs —Galli "Inermis" NOTE: TREE STAKING IS FOR ALL 8' ht. B &B 6 Clump Form JZ Zelkova serrata Japanese Zelkova 3" cal. B &B 21 Ix NS TREES 5" CAL. OR LARGER. Norway Spruce _d '_ht. B &B 23 Full RO Quercus Rubra Red Oak 3 cal. B &B 16 Ground Line To Be The Same 3 — REINFORCED RUBBER HOSE Shrubs RC Aronia Arbutifolia "Brilliantissitta" Brilliant Red Chokeberry 30" B &B As At The Nursery SECTIONS WITH DOUBLE STRAND 36" O.C. BB Euonymous Alatus "Compacts" Dwarf Burning Bush 30" B &B 40 42" O.C. GH Mohonia Aquifolium Oregon Grape Holly 3" Shredded Hardwood Mulch OF #10 WIRE 16 GJ Juniperus Chinensis Old Gold Juniper 24" 77 DY Taxus x Media "Densiformis" Remove All Wire, Strings And WRAP #10 DOUBLE STRAND WIRE AT 24" B &B 72 42" O.C. Z Burlap From Top Of Ball LEAST TWICE AROUND EACH POST Hemerocallis "Stella D'Oro" Stella D'Oro Daylilly #2 cont. 45 18" O.C., Clump For PWC Euonymus Coloratus Purpleleaf Wintercreeper #1 cont. O J Finish Grade WRAP TREE FROM BOTTOM UP WITH HOS Hosta Hosta # 1 cont. 56 a 50% OVERLAP AND TIE SECURELY 3 — STEEL FENCE POST, SPACED EVENLY U 4 High Compacted Saucer PLANT MATERIAL ROOT FLARE NEEDS TO Z BE PLANTED AT GRADE LEVEL -:•: Slow Release Fertilizer » '• - - -�• Tablets 4 SHREDDED HARDWOOD MULCH REMOVE ALL WIRE, STRINGS AND Planting Mixture BURLAP FROM TOP OF BALL 6., FINISH GRADE, PLANT TREE 6" _ HIGHER THAN GRADE. .... :.. ::........... ` .....:::::.: "` 6" HIGH COMPACTED SAUCER SHRUE3 FLANTIN6 DETAIL., SLOW RELEASE FERTILIZER .......... . .. . . Cv TABLETS LU (NOTTO SCALE) EXISTING TO REMAIN RELOCATE TO 5' FROM EDGE OF PROPOSED WALK. FA t I ,n rte- • 3� 0 WOOD �_ THE RESERVE j SPRINGMILL PLANTING MIXTURE 0 12* 6" DEEP COMPACTED BACKFILL MIN TO RAISE BALL W Id I TREE FL ANT I NG DETAIL 0 O C0 LO -(NOT TO SCALE) LO PLAT LOSS' CODE BOTANICAL NAME COMMON NAME I SIZE IQUANTITY I REMARKS Trees AM Acer Ginnala "Flame" Flame Amur Maple 8' ht. B &B 5 Clump Form LS Amelanchier Canadensis "Lamarcki" Lamarcki Serviceberry 8' ht. B &B 3 Clump Form TH Crategus Curs —Galli "Inermis" Thornless Cockspur Hawthorne 8' ht. B &B 6 Clump Form JZ Zelkova serrata Japanese Zelkova 3" cal. B &B 21 Ix NS Picea Abies Norway Spruce _d '_ht. B &B 23 Full RO Quercus Rubra Red Oak 3 cal. B &B 16 Shrubs RC Aronia Arbutifolia "Brilliantissitta" Brilliant Red Chokeberry 30" B &B 41 36" O.C. BB Euonymous Alatus "Compacts" Dwarf Burning Bush 30" B &B 40 42" O.C. GH Mohonia Aquifolium Oregon Grape Holly 30" 16 GJ Juniperus Chinensis Old Gold Juniper 24" 77 DY Taxus x Media "Densiformis" Dense Yew 24" B &B 72 42" O.C. Perrenials & Ground Covers SDD Hemerocallis "Stella D'Oro" Stella D'Oro Daylilly #2 cont. 45 18" O.C., Clump For PWC Euonymus Coloratus Purpleleaf Wintercreeper #1 cont. 192 HOS Hosta Hosta # 1 cont. 56 LEGEND _. -_ -- 1W 0 �N o ; U 1. ALL PLANTING BEDS TO INCORPORATE DEWITT WEED BARRIER, OR EQUIVALENT, BETWEEN A c .� a ci EXISTING PLANT LEGEND MINIMUM OF THREE INCHES OF SHREDDED HARDWOOD BARK MULCH AND A MINIMUM OF SIX > w INCHES OF TOPSOIL. DECIDUOUS TREE 2. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS BEFORE CONIFEROUS TREE AND AFTER MULCHING AT RATES SPECIFIED BY THE MANUFACTURER. ilk 3. ALL SOIL IN DESIGNATED PLANTING AREAS TO BE LOOSENED BY LANDSCAPE CONTRACTOR TO SHRUB DEPTH OF 6" PRIOR TO PLANTING. O 4. IT IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND VERIFY THAT THE ' U) PROPOSED PLANT LEGEND TOPSOIL IN THE PLANTING AREAS IS NOT OVER COMPACTED AND IS REASONABLY FREE FROM SUBSOIL, STONES, DOWNED TIMBER, BRUSH, ROOTS, STUMPS, RUBBISH, BROKEN CONCRETE, SHADE TREE AND ANY OTHER MATERIAL THAT MAY IMPEDE THE ESTABLISHMENT OF THE PROPOSED PLANT Co MATERIAL. Z Q. Z ORN. TREE EVERGREEN 5. ALL DISTURBED LAWN AREAS TO BE SEEDED OR SODDED. W 6. ALL TREES AND EVERGREEN PLANT MATERIAL TO BE BALLED AND BURLAPPED, UNLESS ^ 0) Z ® ORN. SHRUB OTHERWISE NOTED. C: O TO REMAIN 7. ALL SHRUBS MAY EITHER BE CONTAINER GROWN, OR BALLED AND BURLAPPED. Z (y 0 RELOCATE TO V FROM ® PERENNIALS O •— Z W EDGE OF PROPOSED WALK 8• TREE CALIPER SIZE INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE GROUND LEVEL. 0011100111 O 0 GROUNDCOVER �.-. o 00 to E- 9. KEEP THE SOIL OF ALL BALLED AND CONTAINER PLANTS MOIST UNTIL THEY ARE PLANTED. v CU 10. ALL MATERIALS SHALL MEET OR EXCEED ANSI SPECIFICATIONS OF QUALITY. ^ / V L.i. _ 11. ALL PROPOSED PLANT MATERIALS ARE SHOWN AT MATURE GROWTH. SPACE AS INDICATED ON LL PLANT LIST OR TO PROPER HORTICULTURAL METHODS. ♦♦� j 12. THE CONTRACTOR IS RESPONSIBLE FOR WEEDING, WATERING, AND MAINTENANCE OF ALL vJ G PLANT MATERIALS UNTIL FINAL ACCEPTANCE. Z Q 13. VEGETATION TO BE TRANSPLANTED SHALL BE TAGGED WITH A WEATHER RESISTANT TAG ON THE U NORTH SIDE OF THE VEGETATION. 0 �0 14. VEGTATION TO BE TRANSPLANED SHALL BE STORED ON THE OWNER'S PROPERTY LOCATED L. \` NORTH OF THE PROJECT SITE. PLANT MATERIAL TO BE HEELED IN AND MAINTAINED UNTIL IT IS c REPLANTED. C� 15. TRANSPLANTED MATERIAL IS NOT COVERED BY WARANTEE. THE OWNER SHALL REPLACE ALL TRANSPLANTED PLANT MATERIAL THAT DIES. - 16. ALL EXISTING PLANT MATERIAL SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. RIM: 838.76 I0 �%�� /'i .` 'G \STEM'•• '. ® T.. _ — 10200269 STATE OF O 6 / // cw\ \ \\ \\ ONAL N90 000'00 "W _XISTING rO REMAIN 2 3.5 2' BENCHMARK DATA PROJECT BENCHMARK: EMH8cT .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1" =40' "HOLEY MOLEY " SAYS CALL PTE�T —1 AT LEAST TWO FULL WORKING DAYS BEFORE E 1 -800- 382 -5544 SHEET No. YOU DIG IT'S THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 13 O LL w _ CV of d' Q W (10 L_ 19 z zo Qi DcN"� <D a Q 0 IL o Cl CO L0 W E 2 : W000 1 a =Q� LO N) viLd Q = a° o(0 arn W C Z 0 : :) ES r7 (n z r7 a ZI O 0 Q LANDSCAPE NOTES Ix 0 N U v' H C ao m c �z 0N c f` • LEGEND _. -_ -- 1W 0 �N o ; U 1. ALL PLANTING BEDS TO INCORPORATE DEWITT WEED BARRIER, OR EQUIVALENT, BETWEEN A c .� a ci EXISTING PLANT LEGEND MINIMUM OF THREE INCHES OF SHREDDED HARDWOOD BARK MULCH AND A MINIMUM OF SIX > w INCHES OF TOPSOIL. DECIDUOUS TREE 2. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS BEFORE CONIFEROUS TREE AND AFTER MULCHING AT RATES SPECIFIED BY THE MANUFACTURER. ilk 3. ALL SOIL IN DESIGNATED PLANTING AREAS TO BE LOOSENED BY LANDSCAPE CONTRACTOR TO SHRUB DEPTH OF 6" PRIOR TO PLANTING. O 4. IT IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND VERIFY THAT THE ' U) PROPOSED PLANT LEGEND TOPSOIL IN THE PLANTING AREAS IS NOT OVER COMPACTED AND IS REASONABLY FREE FROM SUBSOIL, STONES, DOWNED TIMBER, BRUSH, ROOTS, STUMPS, RUBBISH, BROKEN CONCRETE, SHADE TREE AND ANY OTHER MATERIAL THAT MAY IMPEDE THE ESTABLISHMENT OF THE PROPOSED PLANT Co MATERIAL. Z Q. Z ORN. TREE EVERGREEN 5. ALL DISTURBED LAWN AREAS TO BE SEEDED OR SODDED. W 6. ALL TREES AND EVERGREEN PLANT MATERIAL TO BE BALLED AND BURLAPPED, UNLESS ^ 0) Z ® ORN. SHRUB OTHERWISE NOTED. C: O TO REMAIN 7. ALL SHRUBS MAY EITHER BE CONTAINER GROWN, OR BALLED AND BURLAPPED. Z (y 0 RELOCATE TO V FROM ® PERENNIALS O •— Z W EDGE OF PROPOSED WALK 8• TREE CALIPER SIZE INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE GROUND LEVEL. 0011100111 O 0 GROUNDCOVER �.-. o 00 to E- 9. KEEP THE SOIL OF ALL BALLED AND CONTAINER PLANTS MOIST UNTIL THEY ARE PLANTED. v CU 10. ALL MATERIALS SHALL MEET OR EXCEED ANSI SPECIFICATIONS OF QUALITY. ^ / V L.i. _ 11. ALL PROPOSED PLANT MATERIALS ARE SHOWN AT MATURE GROWTH. SPACE AS INDICATED ON LL PLANT LIST OR TO PROPER HORTICULTURAL METHODS. ♦♦� j 12. THE CONTRACTOR IS RESPONSIBLE FOR WEEDING, WATERING, AND MAINTENANCE OF ALL vJ G PLANT MATERIALS UNTIL FINAL ACCEPTANCE. Z Q 13. VEGETATION TO BE TRANSPLANTED SHALL BE TAGGED WITH A WEATHER RESISTANT TAG ON THE U NORTH SIDE OF THE VEGETATION. 0 �0 14. VEGTATION TO BE TRANSPLANED SHALL BE STORED ON THE OWNER'S PROPERTY LOCATED L. \` NORTH OF THE PROJECT SITE. PLANT MATERIAL TO BE HEELED IN AND MAINTAINED UNTIL IT IS c REPLANTED. C� 15. TRANSPLANTED MATERIAL IS NOT COVERED BY WARANTEE. THE OWNER SHALL REPLACE ALL TRANSPLANTED PLANT MATERIAL THAT DIES. - 16. ALL EXISTING PLANT MATERIAL SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. RIM: 838.76 I0 �%�� /'i .` 'G \STEM'•• '. ® T.. _ — 10200269 STATE OF O 6 / // cw\ \ \\ \\ ONAL N90 000'00 "W _XISTING rO REMAIN 2 3.5 2' BENCHMARK DATA PROJECT BENCHMARK: EMH8cT .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1" =40' "HOLEY MOLEY " SAYS CALL PTE�T —1 AT LEAST TWO FULL WORKING DAYS BEFORE E 1 -800- 382 -5544 SHEET No. YOU DIG IT'S THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 13 W �r 0aV) >ZM= O�Q_x 8.X cc Qi DcN"� <D W E 2 : X = a° o(0 arn W C IL LANDSCAPE NOTES Z 0 N LEGEND _. -_ -- 1W 0 �N o ; U 1. ALL PLANTING BEDS TO INCORPORATE DEWITT WEED BARRIER, OR EQUIVALENT, BETWEEN A c .� a ci EXISTING PLANT LEGEND MINIMUM OF THREE INCHES OF SHREDDED HARDWOOD BARK MULCH AND A MINIMUM OF SIX > w INCHES OF TOPSOIL. DECIDUOUS TREE 2. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS BEFORE CONIFEROUS TREE AND AFTER MULCHING AT RATES SPECIFIED BY THE MANUFACTURER. ilk 3. ALL SOIL IN DESIGNATED PLANTING AREAS TO BE LOOSENED BY LANDSCAPE CONTRACTOR TO SHRUB DEPTH OF 6" PRIOR TO PLANTING. O 4. IT IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND VERIFY THAT THE ' U) PROPOSED PLANT LEGEND TOPSOIL IN THE PLANTING AREAS IS NOT OVER COMPACTED AND IS REASONABLY FREE FROM SUBSOIL, STONES, DOWNED TIMBER, BRUSH, ROOTS, STUMPS, RUBBISH, BROKEN CONCRETE, SHADE TREE AND ANY OTHER MATERIAL THAT MAY IMPEDE THE ESTABLISHMENT OF THE PROPOSED PLANT Co MATERIAL. Z Q. Z ORN. TREE EVERGREEN 5. ALL DISTURBED LAWN AREAS TO BE SEEDED OR SODDED. W 6. ALL TREES AND EVERGREEN PLANT MATERIAL TO BE BALLED AND BURLAPPED, UNLESS ^ 0) Z ® ORN. SHRUB OTHERWISE NOTED. C: O TO REMAIN 7. ALL SHRUBS MAY EITHER BE CONTAINER GROWN, OR BALLED AND BURLAPPED. Z (y 0 RELOCATE TO V FROM ® PERENNIALS O •— Z W EDGE OF PROPOSED WALK 8• TREE CALIPER SIZE INDICATES THE DIAMETER OF THE TRUNK TAKEN AT 6" ABOVE GROUND LEVEL. 0011100111 O 0 GROUNDCOVER �.-. o 00 to E- 9. KEEP THE SOIL OF ALL BALLED AND CONTAINER PLANTS MOIST UNTIL THEY ARE PLANTED. v CU 10. ALL MATERIALS SHALL MEET OR EXCEED ANSI SPECIFICATIONS OF QUALITY. ^ / V L.i. _ 11. ALL PROPOSED PLANT MATERIALS ARE SHOWN AT MATURE GROWTH. SPACE AS INDICATED ON LL PLANT LIST OR TO PROPER HORTICULTURAL METHODS. ♦♦� j 12. THE CONTRACTOR IS RESPONSIBLE FOR WEEDING, WATERING, AND MAINTENANCE OF ALL vJ G PLANT MATERIALS UNTIL FINAL ACCEPTANCE. Z Q 13. VEGETATION TO BE TRANSPLANTED SHALL BE TAGGED WITH A WEATHER RESISTANT TAG ON THE U NORTH SIDE OF THE VEGETATION. 0 �0 14. VEGTATION TO BE TRANSPLANED SHALL BE STORED ON THE OWNER'S PROPERTY LOCATED L. \` NORTH OF THE PROJECT SITE. PLANT MATERIAL TO BE HEELED IN AND MAINTAINED UNTIL IT IS c REPLANTED. C� 15. TRANSPLANTED MATERIAL IS NOT COVERED BY WARANTEE. THE OWNER SHALL REPLACE ALL TRANSPLANTED PLANT MATERIAL THAT DIES. - 16. ALL EXISTING PLANT MATERIAL SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES. RIM: 838.76 I0 �%�� /'i .` 'G \STEM'•• '. ® T.. _ — 10200269 STATE OF O 6 / // cw\ \ \\ \\ ONAL N90 000'00 "W _XISTING rO REMAIN 2 3.5 2' BENCHMARK DATA PROJECT BENCHMARK: EMH8cT .JOB NO. U.S.G.S. DATUM BENCHMARK INFORMATION: CUT "X" ON THE NORTH RIM OF A SANITARY MANHOLE 2007 -1927 ON THE WEST SIDE OF ILLINOIS STREET V SOUTH OF THE SOUTH PROPERTY LINE. B.M. ELEVATION = 840.06 (ASSUMED NGVD 1929) DATE: SITE BENCHMARK: 10 -01 -2007 CAPPED REBAR LOCATED ON THE WEST RIGHT -OF -WAY OF ILLINOIS STREET APPROX. 80 FEET SOUTHWEST OF THE NORTHEAST PROPERTY CORNER. CAP MARKED "SCHNEIDER ENGINEERING CO." SCALE: B.M. ELEVATION = 845.16 1" =40' "HOLEY MOLEY " SAYS CALL PTE�T —1 AT LEAST TWO FULL WORKING DAYS BEFORE E 1 -800- 382 -5544 SHEET No. YOU DIG IT'S THE LAW CALL TOLL FREE * 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 13