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05110023 Civil Construction Plans Rcv. 11/1/2005 DOCS
M a . UNICIPALITYs - __ - 'p, __1 - - - - __ . I - 1-* �W. K%1 10.11"Z'�-. , '' �r�, �,, . P.;?� _A,1.11_:�*�-,,- � _.�1,-�.--.,,-,- " 1, 4 �,.'*". ,�.-,,�i-,� .`__l-__,,,---, ." � I.I., .1, -, - - �-"-_..'_.-,_ C-�.�.,% - - ,;,,,.�;,�.�.,.�r.,�:� , . _" `7 r. r,+ . i 1. 1 ..", '"' -, - '. . 1� I , ' F' r' J~ ,- 1/ n 4 ..i �Y"Z-�:_ ; ',,il.. ', s , �. r .. �41;,,1'1,.,'11."1_; , ,t +.; a i � - ., T ,. - J + }t 1 ter. A ,ill r.., '* ' .'J. .`• f ,r - it r? _ �'r�y,,t `.) i SCALE: 1 " =200' CITY OF CARMEL, INDIANA COMMUNITY PANEL a 18057CO205F EFFECTIVE DATE FEBRUARY 19, 2003 ZONE x AREAS DETERMINED TO BE OUTSIDE 500 —YEAR FLOODPLAIN i I { I s i % i `` ' 1 • I i f i I I I . I l . r`,,.,•- r �_ ) S(J �....i.....i i, r ( 11 r r :} ,E `E I i { t ' i 1 I , i { . I I i; i( gi I PRO�DEGi SOILS fiNAP SCALE: 1" =300' Br— Brookston silty clay loam. The Hamilton County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swales, and narrow drainageways on till plains and is ponded by runoff from higher adjacent areas. The Hamilton County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal hi(.;.h water table, high potential frost action, moderate shrink —swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401 and C405. CrA— Crosby silt loam, 0 to 3 percent slopes. The Hamilton County Soil Survey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on slight rises on broad, undulating till plains. The Hamilton County Soil Survey indicates that the Crosby soil family presents severe limitations for building construction due to the seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401 and C405. t .. 1,, t.�r t� . rr ! a..�' _`` �a�' �, ' ' ' >f WFS + .d �/46 N '��` ,'� /.F.'� y--- '.?'' RE T :: �� I : .��.` i. - A ', ffl . .. 1 1 ti i; • i s! r .,. ,.0 . /( /(fj� -. .'' .:►� �)- . /•,:� ^�`;.�.ac; ; -'1;,� `~:�,�,; r .(. , „Q - i " ?.t.. / i _ (x.10 :. . C► .i .w�'� �"y �`.''r ' � -ir(i � " �' �- •lam' •♦� - 1 - ('�,y, 1 'r Yom^ --^" �., __ 1 -'.t, •',__�iY I 1' .•� j • . -' .. - •� - �v' . - . -. -- f. - r. -- -S. _ , .. ,� -�-• -- -- r. z1 _:z,_ ti's . '' j�� �� '. 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Quad Map: Carmel SCALE: 1 " =2000' PROPERTY DESCRIPTION THIRTY (30) ACRES OFF THE ENTIRE SOUTH END OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 18 NORTH, RANGE 3 EAST, LOCATED IN CLAY TOWNSHIP, HAMILTION COUNTY, INDIAN,. THE ABOVE DESCRIBED REAL ESTATE IS THAT SAME PARCAL OF REAL ESTATE DESCRIBED IN THE DEED RECORDED AS INSTRUMENT NO 199909959396 BUT THE CHAIN OF TITLE, COMMENCING WITH THE DEED RECORDED IN DEED BOOK 203, PAGE 359, INCORRECTLY DESCRIBED THE REAL ESTATE AS "OFF THE ENTIRE WEST END OF THE WEST HALF." A- 0:1 20041040394 \10100\cad\Eng\CDs \C100.dwg, 11/1/200511:09:31 AM, glevAs, 1:1 0 :..:. .` - U (n U 0 _U 0 C. 4" G O •N 'L •s 0 � M 1;n W W W W D W � z U 0 W Z E•- W 2 (n Z �UC��O W O _ WW dZ>_�_ W W z W d �ZWZ> f-• W Z Q J Z) O 1— W (U a. (n a_ = J a 0 0 z U' —ZZZQ � � Q Q Q � � Q U J —J J F- C� © 0© 0 0 � � W M r\ O �" to 1 N T_ � dam-' � •N Q ^ .. o Q I� a� (yzr— O_ �Q�() 1� Qzx@ = -- Q O Q w � •E r_ (� U v J � .� N�I� 0 I\ I� z N ( Q N W 0 00 z^ �/ �/. �, ' i "< � T, l 1 -.� � \ - f� yLL tf >, 1 �<t Vl ��•. �����fffffr��"s r-4 �, iy w J VZ '1 � ', 1 \ 4S � ! ■ 1 , < vb /. r , i z -f r� << ] . ': '• aZ a_ t } .`� �y(( a�.c.. v •� _ .. t' Z,i �d a� ,� `r`tL nW�a •- _t_•f t >. r�r x -� V r " L.. Q C) Q _ o .J (,� W N < � z� w cn w M � W = O =< � �z U) I. Q f) CL � zz Q CC O Q- (1.. L J W W o � ry� W V / T T_ TIFIED t1S' V,.a1 -05 . .� • o . .. PE 10505 1 39 = -v • = d O STATE OF : �� . ,� '•,/ ono �^ •b 1 Ai4_�' �, `�� °�i ®� IVA L �� ���`� Drawn By. M. WA GNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scat Scale: 1 • = Il Sheet Date 11 -01-05 Project Numper 040394 -10100 Z_ n I- n1U111. luuQ kLyN.1 Notes: See Specifications for Automatic Opening System Requirements. See Specifications for Alternate Descriptions I I i MI-17A NO SCALE 24D . Top Soil ; Pei): X. Compacted l�j \ •9 ", 1 p Class "A" Concrete c Backflli �� v n �-- Compacted Subgrode ' or Aggregate Bose . 24" NOTES: FACES MAY BE .BATTERED TO • FACILITATE SLIP .FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: • 1 1' -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB &GUTTER (TYPE II) REVISED — .FIGURE 10 -11 24" Top Soil `l.�• Slope Y47/ft. Compacted Backfill ,/� `\ /f� c t° Class . "A" Concrete . Compacted Subgrode or Aggregate Bose . • . 24,. NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB &GUTTER (TYPE III) RMsEO — • FIGURE 10 -12 CANTILEVER SLIDING GATE ELEVATION 6 7 3/81— � Forerunner 16 916° 6 1" X 1" X 14 Ga. Picket 2 1/2° X 2 1/2" X 12 Ga. Post 10 2" , 41 TYPICAL '4 36" Min. Concrete Footer METAL FENCE ELEVATION NO SCALE ications VARIES SEE SITE PLAN N 1 N PAVEMENT MARKING —STOP BAR J_ SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID MITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LONE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. 4' WHITE STRIPE 4' WHITE f � STRIPE 4' CONC. SLAB W /6X6 1OX10 WIRE MESH W.W.M. OVER MIN. 4 COMPACTED GRANULAR FILL. PAINTED ISLANDS 5 -0 TC =ELEV. 4" SOLID WHITE LINE PAVEMENT MARKINGS FALSE JOINT 6" SEE PAVEMENT SECTION DETAIL FOR 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS -PAVEMENT MATERIAL AND SUB BASE DRAINED SUBGRADE #4 REBAR TOP & BOTTOM COMPACTED SOIL NOTE: EXPANSION JOINTS SHALL BE PLACED EVERY 25 WITH CONTROL JOINTS EVERY 5 IN BETWEEN. THE EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. TC = TOP OF CURB ELEVATION A COMBINED WALK AND CURB— I NO SCALE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL MI -30. ACCESSIBLE SIGN MI -30 o � I �E * *5' -0" MIN. AISLE FOR REGULAR SPACE * *8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE PV-120 NO SCALE FINISHED GRADE NO SCALE fi 0 PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS TRAFFIC TRIPIN S G ROLL CURB DETECTABLE WARNING SURFACE SEE INDOT DETAIL E 604 - SWCR -02 �---- EDGE OF PVMT Z v- I rLhn 4' MIN. Max• )» PER ROLL CURB 11711'' R FOOT TRANSITION Now- 4 ASPHALT SECTION A-A FLARED SIDE FLARED SIDE Max. 1:10 4' -0" Min. Maxim 1_ • 10 . . . . . ........ ................... SECTION B -B 6" MONOLITHIC - CURB AND WALK ACCESSIBLE RAMP D1l_1� NO SCALE z- PREPARED SUBGRADE —� — 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS 6x6 10 /10 WWM 6" OF COMPACTED GRANULAR FILL CONCRETE PAVEMENT SECTIONS, F v -awl NO SCALE 1/a °wDius 1 "I ��--- FILL WITH JOINT SEALER ' d /10 J `-- KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4" CONTROL JOINT b D. / J CONTROL JOINT JOINT SEALANT 1/2 BACKER R00 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT DETAILS 0: 120041 0403941101001cad1Eng1CDs1C202 .dwg, 11111200511:11:54 AM, glewis, 1:1 10 MAX. MINIMUM VARIES, SEE PLAN o ° � o a ,\ 0 U 0, O C O a a QC /QA -HMA SURFACE 9.5 mm (11" #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm (3" #9 H.A.C. BINDER) 6" COMPACTED #53 STONE PAVED TRAIL NO SCALE 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH AT CL SLAB, PROVIDE SCORED JOINTS 5' O.C. WITH 1/20 BITUMINOUS EXPANSION JOINTS EVERY 25, BROOM FINISH CONCRETE AND PLACE ON 4" OF 93% MODIFIED COMPACTED GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. 5' -0" 0 01 COMPACTED GRANULAR SUB -BASE (4" MIN.) CONCRETE WALK D1/_7� I NO SCALE WITH REINFORCEMENT `— QC /QA -HMA SURFACE 9.5 mm (11" #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm (2" #9 H.A.C. BINDER) PREPARED SUBGRADE 53 STONE 6" COMPACTED COMPACTED PER SPECIFICATIONS # LIGHT DUTY SECTION �— QC /QA -HMA SURFACE 9.5 mm (11° fit H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4" #9 H.A.C. BINDER) COMPACTED PER SPECIfICA110NS 9" COMPACTED X53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36 NO SCALE NO SCALE 6" PROTECTIVE POST 0 0 N 0 M _�e �� v a � Cn Q F— W D W w � W z w z f– w z w W Q z 0 �w zw< �zwZ >J- wzQ��o t-- W a_ U) U z z z Q �_<<<W QU— JJJ1-0 0 0 a 0 0 a a 00 0) O `r U') I N `- � � N �d -00•- ^� O Q a) CL < 0 = Z X U^ w < • i1. U N r` Q r,Q�� t` Z I I Q�W 0 00 Z r` r- ul a� f / 1 Q 12" ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE BLUE � Q INTERNATIONAL SYMBOL OF ACCESSIBILITY � ZM CD =- r COMPLYING WITH ANSI 4.28.8. SIGNS SHALL O CO Cl) � I NOT BE OBSCURED BY A VEHICLE PARKED W r- IN THE SPACE. WHITE _1 LJ ANSI 4.28.5 FINISH AND CONTRAST REFLECTIVE FACE LLJ CC THE CHARACTERS, SYMBOLS AND BACKGROUND MATERIAL W ACCESSIBLE OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER 1-- Cn PARKING NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH 80 Ga• (-' VAN EITHER LIGHT CHARACTERS ON A DARK BACKGROUND Alum. ACCESSIBLE l OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN "VAN- ACCESSIBLE MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. * CH NNEL POST (2 # /Ft. 8'-10" LO NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. POST TO BE PRE - PAINTED GALVANIZED STEEL SLOPED 4 4 i I.0 CONCRE w a { s i I 00 a' a < I � I • BELOW SURFACE MOUNT ACCESSIBLE PARKING SIGN MI-3o NO SCALE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL MI -30. ACCESSIBLE SIGN MI -30 o � I �E * *5' -0" MIN. AISLE FOR REGULAR SPACE * *8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE PV-120 NO SCALE FINISHED GRADE NO SCALE fi 0 PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS TRAFFIC TRIPIN S G ROLL CURB DETECTABLE WARNING SURFACE SEE INDOT DETAIL E 604 - SWCR -02 �---- EDGE OF PVMT Z v- I rLhn 4' MIN. Max• )» PER ROLL CURB 11711'' R FOOT TRANSITION Now- 4 ASPHALT SECTION A-A FLARED SIDE FLARED SIDE Max. 1:10 4' -0" Min. Maxim 1_ • 10 . . . . . ........ ................... SECTION B -B 6" MONOLITHIC - CURB AND WALK ACCESSIBLE RAMP D1l_1� NO SCALE z- PREPARED SUBGRADE —� — 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS 6x6 10 /10 WWM 6" OF COMPACTED GRANULAR FILL CONCRETE PAVEMENT SECTIONS, F v -awl NO SCALE 1/a °wDius 1 "I ��--- FILL WITH JOINT SEALER ' d /10 J `-- KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT SAWCUT 1/4" CONTROL JOINT b D. / J CONTROL JOINT JOINT SEALANT 1/2 BACKER R00 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT DETAILS 0: 120041 0403941101001cad1Eng1CDs1C202 .dwg, 11111200511:11:54 AM, glewis, 1:1 10 MAX. MINIMUM VARIES, SEE PLAN o ° � o a ,\ 0 U 0, O C O a a QC /QA -HMA SURFACE 9.5 mm (11" #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm (3" #9 H.A.C. BINDER) 6" COMPACTED #53 STONE PAVED TRAIL NO SCALE 4000 P.S.I. CONCRETE WALK WITH 6X6 10/10 WIRE MESH AT CL SLAB, PROVIDE SCORED JOINTS 5' O.C. WITH 1/20 BITUMINOUS EXPANSION JOINTS EVERY 25, BROOM FINISH CONCRETE AND PLACE ON 4" OF 93% MODIFIED COMPACTED GRANULAR SUB -BASE. EXPANSION JOINTS SHALL BE FILLED WITH SEALANT. 5' -0" 0 01 COMPACTED GRANULAR SUB -BASE (4" MIN.) CONCRETE WALK D1/_7� I NO SCALE WITH REINFORCEMENT `— QC /QA -HMA SURFACE 9.5 mm (11" #11 H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm (2" #9 H.A.C. BINDER) PREPARED SUBGRADE 53 STONE 6" COMPACTED COMPACTED PER SPECIFICATIONS # LIGHT DUTY SECTION �— QC /QA -HMA SURFACE 9.5 mm (11° fit H.A.C. SURFACE) QC /QA -HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (4" #9 H.A.C. BINDER) COMPACTED PER SPECIfICA110NS 9" COMPACTED X53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36 NO SCALE NO SCALE 6" PROTECTIVE POST 0 0 N 0 M _�e �� v a � Cn Q F— W D W w � W z w z f– w z w W Q z 0 �w zw< �zwZ >J- wzQ��o t-- W a_ U) U z z z Q �_<<<W QU— JJJ1-0 0 0 a 0 0 a a 00 0) O `r U') I N `- � � N �d -00•- ^� O Q a) CL < 0 = Z X U^ w < • i1. U N r` Q r,Q�� t` Z I I Q�W 0 00 Z r` r- ul a� f / 1 Q �I M CE ED B . `l,gl��istlltl!!�` � man •, O �sT�/� O • � P cc- s O "�• v s A .`. 0, DIN •.....• NN l0 N NL�,e�o 111811Et1�� Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = NA, Sheet C202 Date i1 -Oi-05 Project Number 040394 -10100 J � Q WN � ZM CD LJL O CO Cl) � m � J � W _1 LJ LLJ CC 0 W 111-- Q 1-- Cn �I M CE ED B . `l,gl��istlltl!!�` � man •, O �sT�/� O • � P cc- s O "�• v s A .`. 0, DIN •.....• NN l0 N NL�,e�o 111811Et1�� Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. 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LRz'.x. a�„'#�^_'2+�'�- :•Cr�•r -r, .rr'°#= 3�. ?.?f! •'!e°9r_ '+'�"!.�".^`.'"t'f'a._,r �`,. - .r .$_ i A_ `S"' -."'^f R� .- .r.'., ...7 -`-• �-'1'_ p'Le"^'�sA'*;"'.","..°'. r.ar i' ." °: r .;R - 'F'"`R••"? . .. .! xy.. .:i -. _.- i..;.: --_ .. z •�•- '•_'._._< .,_ .. ... - 0000_: _._._ .. i- .. ..,E `- -._s. :._ _ _ 0000 .'.-' i. _i y'i .a . ._._ .__ mss._ _ t,. t _._ _ ._.s _ _ _ .. -._ `.._. .._. _ _ -- - .L - - .-. .. .. . -, - - _ ^=''" u„=" °" """'T,._.'"""'!"'"'°._"°" ,_ --. _ SET BENCHMARK 0:1 20041040394 1101001cad1EnglCDsIC301.dwg, 11111200511:36:36 AM, glewis, 1:1 01 T GRADING PLAN LEGEND PROPOSED CONSTRUCTION PROPOSED PAVEMENT SPOT GRADE 800.0 PROPOSED GROUND SPOT GRADE 799.9 MATCH EXISTING GRADE X1,00IO PROPOSED TOP OF CURB GRADE Q 800.00 PROPOSED GUTTER GRADE 799.5 PROPOSED TOP OF CASTING TC 800.50 PROPOSED INVERT ELEVATION IIE 1800.00 PROPOSED 1 Ft. CONTOUR PROPOSED INDEX CONTOUR PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED SWALE WITH SSD (SUB - SURFACE DRAIN) PROPOSED DRAINAGE FLOW ARROW (DIRECTION) PROPOSED DRAINAGE FLOW ARROW WITH GRADE HIGH POINT LOW POINT PROPOSED FINISH FLOOR ELEVATION CONSTRUCTION LIMITS 01 0 SWALE 0 1.0% O 0 0 SWALE 0 0.50% 1.00% H.P. L.P. F.F. = 800.00 GRADING NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. 3. INLET PROTECTION AND SILT FENCES SHAM BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED -OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHAM CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL AREAS. 7. IT IS IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER DRAINAGE. PAUL I. CRIPE, INC., WILL NOT BE RESPONSIBLE FOR INADEQUATE CONSTRUCTION OR MAINTENANCE OF GRADES AS SHOWN ON THESE PLANS. 8. THIS SITE IS NOT WITHIN ANY FLOODPLAIN OR FLOODWAY FRINGES. BENCHMARKS REFERENCE BENCHMARK: LEE 2 AZI: D.N.R. BRASS CONTROL STATION TABLET IN THE TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY, AND LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 131ST STREET AND SHELBORNE ROAD. ELEV. = 917.52 (NAVD 88 DATUM) PROJECT BENCHMARKS: #205: LARGE HINGE NAIL SET IN POWER POLE #54 873 ON THE WEST SIDE OF SHELBORNE ROAD APPROXIMATELY 1000 FEET NORTH OF THE INTERSECTION WITH 131ST STREET. ELEV. = 917.41 (NAVD 88 DATUM) #1067: LARGE HINGE NAIL SET IN POWER POLE ON THE SOUTH SIDE OF 131ST STREET APPROXIMATELY 1600 FEET EAST OF THE INTERSECTION WITH SHELBORNE ROAD. ELEV. = 916.01 (NAVD 88 DATUM) "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1- 800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION 4c n%tl U P,LL [%,ST `02 43�M,1 tiM SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0 Cx .0 Qi D cn C 0 •q i. >' v rr � Q J I' 0 cc CD0 Q V) W � � W z W Z f-- w W x W_ 0 wQ_> -F- Qfw ZWQ FO - zWZ >F - W Z Q J n O 1- W0a-v) a- V Z Z Z Q M Q U _J J _J F- C� © ® © ®O CO O� U-� I N (0 oo N od -o0•- O Q [\ 0 < x@ z Q LL_ •C: otfV) U � J � O •= � 0 z � Q N LJ coo z^ 141 �11 LA 06 ry _ ' U Q tK Vr 1LLr,l 1 ZB0Ypeyee�q�lt111ttt���'i �rl 4j? V0611 •��� p� • •,0000.,, . Sal' ��i d PE10505139 '� •: STATE OF 00006 % ;ONA\- pr � 1111 r101, Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. S'CHELLENSERSER Scale: 0 Scale: 1' = 50' Sheet C30i Date 11 -01 -05 Project Number -- 04039 4 101 0 0 O J � Q � z� a f 0 O� m 0 cf) z ~ W o 0 z CL C) Ld W � � v Q � tK Vr 1LLr,l 1 ZB0Ypeyee�q�lt111ttt���'i �rl 4j? V0611 •��� p� • •,0000.,, . Sal' ��i d PE10505139 '� •: STATE OF 00006 % ;ONA\- pr � 1111 r101, Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. S'CHELLENSERSER Scale: 0 Scale: 1' = 50' Sheet C30i Date 11 -01 -05 Project Number -- 04039 4 101 0 0 '| | (0 Lo AG NAIL FND. / \| / | � ) � POST (TYPICAL) \� / � ' -- -- -- -- -- -- -- -- ' 813 � �� �� � ' UTILITY EASEMENT | U | ------ ------- -----' -�-~-~~--- 'r-~n�~~~- ----��-- ~*---~_w ~----- ~----- -----~ ----- Fr - X �- X �- X �- X ��-- X / � ~/ U _ ___ u, ~ _� _� �� �� �� � �� u�� �\n� CUP -7 CN CLARIFIER NORMAL POOL= 907.60 CrJ 100 YEAR FLOOD= 911.25 TOP OF BANK= 913.25 BOTTOM OF POND= 899.60 FUTURE tR 6 CD dMEL CN LAJ X1 CD L 0 -D� E USE EXISTING ST NE 00 Ile KINU ee Ln kt IVF 4r N4 paean Icn Cq 10 920 x mom 0) CONTRACTOR 5 49 920 916 QP 0 9 915 0) 19 *4' fUTJRE, FUTURE :)0 00 WASTE LO WASHWATER *4 ,F UTV R E* BASIN CO FIRE. DEPT. 01 Cn PROPOSED WATER C. F6CILITY"'� LLJ FUTURE 1 0000 4 MG El CLEARWELL Din ;00P CN co 91 0 41 Nk VR 0 0 E9 0 0 Q:17 7 % %I- %k __ - + 00 _1W LINE V1 F7' 40, ASPH. 917 91-7 dop 916 131ST STREET 919 918 09 9-po #3549 #356 6' PRUAI(Cy 6' PRIVACY SPEED LIMIT 45 SIGN Vt SET BENCHMARK J1067 LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION EC-16 —CONCRETE END SECTION WITH RIP-RAP DETAIL (UPPER INVERT) EC-3A —CURB INLET SEDIMENT BARRIER 9 EC-24 - INLET SILT BARRIER E - EC GRATE SILT BARRIER e—YARD INLET GRATE BARRIER E EC- 29 —ROCK CHECK DAM 9 EC-33 -CONCRETE WASHOUT AREA PERMANENT SEEDING WITH MULCH TEMPORARY CONSTRUCTION ENTRANCE \.�_� 12 INCHES OF #2 STONE (JO'VY x 1001) Minimum 8F - SILT FENCE BARRIER —CONSTRUCTION LIMITS / FENCING EROSION CONTROL NOTESI 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION NOTES AND SHEET C403 FOR EROSION DETAILS. I SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES T0 BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 0. S[[ EROSION CONTROL SP[C|R0J|0NS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR T0 PROVIDE STABLE TEMPORARY GRAVEL CONSTRUCTION IT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL H. THE 100 YEAR BD0DPUUN' F00DWAY FRINGE AND FLDODNA0AR[ NOT PRESENT 10.PRES[NCE OF HYDR|C S0|U]. 11-CONTRACTOR T0 PROVIDE THE COUNTY SOIL AND WATER CONSERVATION WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING STAR[ DATES FOR EACH 0}�DR8|N0�CTNO0 12.ER03|0N CONTROL PLAN SHALL BE SUBMITTED AND APPROVED BY LOCAL R[NBN|N0 AGENCY. ONCE APPROVED, THE NOTICE OF INTENT LETTER ALONG WITH THE PROOF OF PUBLICATION AND A $100 CHECK SHALL BE FILED WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR T0 EARTH 030RB|NQ ACTIVITIES. A COPY OF THE NOTICE OF INTENT LETTER MUST BE VISIBLY POSTED ON SR[. 13.A PRE-CONSTRUCTION MEETING BETWEEN THE HAy|000N COUNTY 30|L WATER AND CONSERVATION DISTRICT AND THE PROJECT COORDINATOR SHALL OCCUR 48 HOURS PRIOR TO EARTH DISTURBING ACTIVITIES. " IoLEYuoLEY^o�, C. LL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1-800-382-5544 CALL TOLL 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS 0F ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE 8A3[0 UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR MICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR T0 ANY AND ALL CONSTRUCTION. 1111/200 n:3rw AM, omwis^ CL � � � af < <�~� _J _J��� mmmmmmm co Lo cv �� mu oo � �o 0 < r"� � cy 7 `- `CL 0 @ ' z ^ m �c -- ^^ c� < u- � c-, u) u o �-1 0 r^ < -- zc | ( < �� �u 0 oo rn EfPJIFl « T St goo too Of om° an M. WAGNER hecked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Sheet Date Project Number 040394-10100 uu ^^' -^ oY CD 0 co f _J Ld = unz ' C�c*) <-- 0 LLJ CL �� .�. 4% _7 u ^� . uL� ,-� �u 0 < Kx� " u) EfPJIFl « T St goo too Of om° an M. WAGNER hecked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Sheet Date Project Number 040394-10100 CONSTRUCTION /STORMWATER POLLUTION PREVENTION PLAN ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A) Al PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS: SEE COVER SHEET A2 11X17 PLAN SHOWING SITE, BUILDINGS, PARKING LOTS, STREETS: PLEASE SEE SHEET INCLUDED WITH THE SUBMITTAL A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSE: THE CITY OF CARMEL IS PROPOSING TO CONSTRUCT A WATER OPERATIONS FACILITY. THIS FACILITY INCLUDES EQUIPMENT AND CONSTRUCTION MATERIAL STORAGE, WORK AND MAINTENANCE SHOPS, AND OFFICES FOR THE WATER UTILITY DEPARTMENT. A WATER TREATMENT PLANT AND A 4 MILLION GALLON CLEARWELL WITH PUMP STATION ARE PLANNED FOR FUTURE CONSTUCTION. A4 VICINITY MAP SHOWING PROJECT LOCATION: SEE SHEET C100 A5 LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C100 FOR THE LEGAL DESCRIPTION. LONGITUDE 86' 13' 04.98" W LATITUDE 39' 58' 53.34" N A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS: SEE SHEETS C201. A7 HYDROLOGIC UNIT CODE: 05120201090060 WILLIAMS CREEK A8 NOTATION OF ANY STATE OR FEDERAL WATER QUAL NONE. A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: STORM WATER IS ROUTED COLLECTED AND ROUTED TO THE THE DETENTION BASIN. THE DETENTION BASIN DISCHARGES TO THE J.W. BRENDLE LEGAL DRAIN. SEE SHEETS C501 FOR THE EXTENTS OF THE STORMWATER MANAGEMENT PLAN COMPONENTS. A10 LOCATION & NAME OF ALL WETLANDS, LAKES & WATER COURSES ON AND ADJACENT TO THE SITE: SEE SHEET C100 All IDENTIFY ALL RECEIVING WATERS: THE SITE DRAINS NORTHEAST TO THE J.W. BRENDLE LEGAL DRAIN WHICH DRAINS DIRECTLY INTO EAGLE CREEK IN BOONE COUNTY. Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUNDWATER: NONE A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES: SEE SHEET C100 A14 PRE - CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE: PRE - DEVELOPED = 25.00 cfs POST- DEVELOPED = 5.70 cfs A15 ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED: THE AREAS TO THE NORTH, SOUTH EAST, AND WEST ARE S -1 ZONING (RESIDENTIAL AREAS) A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C401 A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER: SEE SHEETS C101 A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS: SEE SHEET C100 A19 LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS: SEE SHEETS C501 A20 PLAN FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT: THERE ARE NO OFF -SITE CONSTRUCTION ACTIVITIES A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS: SEE SHEETS C401 A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C101 A23 PROPOSED, G INTERVAL APPROPRIATE O -SHOW DETAILED DRAINAGE PATTERNS: SEE SHEETS C301 ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES DESCRIPTION AND PURPOSE TO PREVENT OR REDUCE THE AMOUNT OF CONTAMINATION TO STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A "DRY AND CLEAN SITE ". THE BEST PRACTICE WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE FACILITY WHENEVER POSSIBLE. IF THIS OPTION 1S NOT FEASIBLE, THEN WORK SHOULD BE PERFORMED ONLY IN DESIGNATED AREAS, WHILE PROVIDING ADEQUATE COVER FOR MATERIALS STORED OUTSIDE, ROUTINELY CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP ALL SPILLS IMMEDIATELY. ABLE APPLICATIONS THESE PROCEDURES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN ONSITE STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES. LIMIMONS VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE WHEN IT IS IMPRACTICAL TO SEND THEM OFFSITE FOR MAINTENANCE AND REPAIR. TRANSPORTING VEHICLES AND /EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. VEHICLE STORAGE AND EQUIPMENT MAINTENANCE PROVIDES FOR A POTENTIALLY SIGNIFICANT SOURCE OF STORMWATER POLLUTION. ONSITE ACTIVITIES THAT CAN CONTAMINATE STORMWATER INCLUDE GENERAL MAINTENANCE SUCH AS CHANGING OR REPLACEMENT OF FLUIDS AND FILTERS, ENGINE REPAIR AND SERVICE, AND OUTDOOR EQUIPMENT STORAGE OR PARKING (FROM SOURCES SUCH AS THE ENGINE, OIL, FUEL, OR HYDRAULIC FLUID LEAKS). IMPLEMENTATION IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN DESIGNATED AREAS LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF. THE MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY CAN BE READILY ACCESSIBLE. DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT MAINTENANCE WORK THAT INVOLVES FLUIDS, UNLESS THE MAINTENANCE WORK IS PERFORMED OVER AN IMPERMEABLE SURFACE WITHIN THE DEDICATED MAINTENANCE AREA USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY. ALL FUELING TRUCKS AND FUELING AREAS SHALL HAVE SPILL KITS AND /OR USE OTHER ADEQUATE SPILL PROTECTION DEVICES. INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT THE BEGINNING OF EACH DAY FOR LEAKS AND REPAIR IMMEDIATELY. KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD -UP OF OIL, GREASE OR SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THE SITE. EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE AND SPILL MEDIATION PROCEDURES. PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP MATERIALS PER LOCAL AND STATE LAWS. SEPARATE AND RECYCLE WASTES SUCH AS GREASES, USED OIL, HYDRAULIC FLUID, OIL FILTERS, ANTIFREEZE, CLEANING SOLVENTS, BATTERIES, AND TRANSMISSION FLUIDS. IF THESE MATERIALS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY CONTAINMENT AND COVERS. DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM DRAIN OR WATERCOURSE, OR POUR ONTO THE GROUND. DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND EQUIPMENT PLACED ON WATERWAY DOCKS, BARGES, OR OTHER STRUCTURES LOCATED OVER WATER BODIES WHEN THE VEHICLE OR EQUIPMENT IS ANTICIPATED TO BE IDLE FOR MORE THAN ONE HOUR. DO NOT BURY OR BURN USED TIRES. ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION COMPONENT (SECTION B) B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION INCLUDE DISTURBED SOILS, STORED MATERIALS AND FUELS, EQUIPMENT USED DURING CONSTRUCTION, MULCH, CONCRETE WASH -OUT AREA, TRASH FROM CONSTRUCTION, FERTILIZERS, PESTICIDES, AND HERBICIDES. EQUIPMENT AND FUEL WILL BE STORED IN A CENTRAL LOCATION AND THE CONTRACTOR SHALL INSTITUTE METHODS AND PROCEDURES TO PREVENT DISCHARGE OF POLLUTANTS. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES: SEE SCHEDULE OF EROSION , AND SEDIMENT CONTROL SEQUENCES ON THIS SHEET B3 STABLE CONSTRUCTION ENTRANCE _LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401 FOR LOCATION. SEE SHEET C402 -C403 FOR DETAILS. B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: SEE SHEETS C401 B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: SEE SHEETS C401 B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS: SEE SHEETS C401. SEE SHEETS C403 FOR DETAILS. 67 RUNOFF CONTROL MEASURES: SEE SHEET C401 B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS: N/A B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: SEE S! -IFFY C401 B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EACH STORMWATER QUALITY MEASURE: SEE SHEETS C401 AND ASSOCIATED EROSION CONTROL DETAILS ON SHEET C403. B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON.; SEE SHEETS C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C402. B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS: SEE SHEETS C401 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON SHEET C402. 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN: EXPECTED CONSTRUCTION MATERIALS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH -OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO THE J.W. BRINDLE REGULATED DRAIN. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF -SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. THE CARMEL FIRE DEPARTMENT (317)571 -2600 OR 911, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE (800)- 233 -7745, SHALL BE NOTIFIED IMMEDIATELY FOR LARGER SPILLS OR LEAKS. THE NATIONAL RESPONSE CENTER (800)- 424 -8802 SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANOR WILL LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. B14 0�,1` "ING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION PREVENT, �0,.. MEASURE: REFER :0 ,- AINTENANCE GUIDELINES SHOWN FOR EACH EROSION CONTROL MEASURE - SEE SHEET C402. B15_ EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: N/A ASSESSMENT OF STORMWATER POLLUTION PREVENTION POST- CONSTRUCTION COMPONENT (SECTION C) C1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANT SOURCES POST CONSTRUCTION INCLUDE FERTILIZERS, HERBICIDES, PESTICIDES AND OTHER LAWN TREATMENT APPLICATIONS ALONG WITH ASSORTED FUELS, OILS AND LIQUIDS ASSOCIATED WITH VEHICULAR TRAFFIC THROUGHOUT THE DEVELOPED SITE. C2 SEQUENCE DESCRIBING STORMWATER __QUALITY MEASURE IMPLEMENTATION: THE STORMWATER QUALITY MEASURE IMPLEMENTATION SHALL BE BEGIN AFTER SUBSTANTIAL COMPLETION OF THE CONSTRUCTION ACTIVITIES FOR THE PROPOSED PROJECT. ADDITIONAL STORMWATER QUALITY MEASURES WILL BE IMPLEMENTED AT THE DEVELOPMENT OF SUBSEQUENT CONSTRUCTION PHASES. FOLLOWING CONSTRUCTION, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED UNTIL ALL PERMANENT MEASURES AND VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION, INCLUDING LANDSCAPING, IS COMPLETE. INDIVIDUAL EROSION CONTROL MEASURES MAY BE REMOVED FROM INLET PROTECTION STATUS FOLLOWING SEEDING AND AFTER SUFFICIENT VEGETATION HAS BEEN ESTABLISHED IN AN AREA TO PREVENT SILT AND SOIL EROSION INTO THE STORM SEINER SYSTEM. INSPECTION AND MAINTENANCE OF ALL COMMON AREAS, LANDSCAPE AREAS AND INFRASTRUCTURE IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER /OWNER AND OR LOCAL AGENCIES TAKING JURISDICTION OVER THE INFRASTRUCTURE IMPROVEMENTS. C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: POST CONSTRUCTION STORMWATER QUALITY MEASURES TO AID IN REDUCING THE AMOUNT OF POLLUTANTS INCLUDE GRASS FILTER STRIPS, MULCH AREAS, LANDSCAPING MATERIAL, CONSTRUCTION OF A WET POND WITH FORE BAYS, AND OUTLET PROTECTION AND ENERGY DISSIPATION MEASURES. POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL CONSIST OF VEGETATIVE COVER ON THE PERMANENT GRASS AREAS, TEMPORARY AND PERMANENT EROSION CONTROL BLANKETS IN SPECIFIED AREAS. BOTH THE VEGETATIVE COVER AND EROSION CONTROL BLANKETS ARE INTENDED TO STABILIZE THE DISTURBED AREAS AND TO SERVE AS A SEDIMENT TRAP FOR FINER PARTICLES WITHIN THE STORM SEWER SYSTEM. MAINTENANCE OF THE FORE BAYS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR AGENCY TAKING JURISDICTION OVER THE STORM SEWER INFRASTRUCTURE IMPROVEMENTS. OUTLET PROTECTION AND ENERGY DISSIPATION MEASURES HAVE BEEN INCLUDED AT THE OUTLET POINT OF THE STORM SEWER SYSTEM AND WILL NEED TO BE MAINTAINED TO INSURE PROPER SLOPE BANK STABILITY. ALTHOUGH NOT CURRENTLY A PART OF THE PROPOSED SYSTEM, THE OWNER SHOULD BE AWARE THAT IF AN EXCESS OF POLLUTANTS IS DETERMINED TO BE FOUND LEAVING THE SITE, ADDITIONAL MEASURES SUCH AS INLET DROP IN FILTERS MAY BE REQUIRED IN THE FUTURE TO FURTHER REDUCE THE AMOUNT OF FINES AND PETROLEUM PRODUCTS ENTERING THE STORM SEWER SYSTEM FROM THE PARKING LOT AND ROADWAY SYSTEM. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE: THE STORMWATER QUALITY MEASURES FOR POST CONSTRUCTION ACTIVITIES ARE INDICATED- IN ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES NOTES ON THIS SHEET. C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES: DEVELOPER AND HOME OWNERS ASSOCIATION WILL PROVIDE MAINTENANCE ACTIVITIES FOf; THE POST CONSTRUCTION WATER QUALITY MEASURES. MAINTENANCE ACTIVITIES WILL BE COMPLETED AS DESCRIBED BELOW. ALL INLET CASTINGS WILL BE INSPECTED MONTHLY. DEBRIS AND TRASH AROUND OR OBSTRUCTING INLETS WILL BE REMOVED. GRASS AREAS SURROUNDING INLETS WILL BE MAINTAINED ON A REGULAR MOWING CYCLE. TRASH AND DEBRIS WILL BE REMOVED FROM SEEDED AND PAVED AREAS. DAMAGE TO INLET CASTINGS, INLET STRUCTURES, OR STORM STRUCTURES SHOULD BE REPAIRED AS SOON AS POSSIBLE. OUTLET STRUCTURE SHALL BE INSPECTED QUARTERLY. ADD RIP -RAP AS REQUIRED TO MAINTAIN PROPER BANK STABILITY. INSURE RIP -RAP MATERIAL IMMEDIATELY DOWNSTREAM OF THE OUTLET IS BELOW THE INVERT OF THE OUTLET STRUCTURE TO PREVENT OBSTRUCTION OF FLOW, C5 MAINTENANCE GUIDELINES CONTINUED Inspection Frequency: Annually and After Major Rainfall Events (4 inches or more of rainfall in any 24 hour period) Inspection Item: Vegetation - remove undesired vegetation along pond banks including but not limited to seedling trees, cattails, etc. Embankment Erosion - fill and repair any rills or eroded areas from concentrated sheet flow runoff. Repair any eroded soils around the outlet structure. Reseed all disturbed areas and areas lacking grass. Levee/Dam/Berm - check for animal burrows or nests. If present, obtain services of pest control or other company to remove animals. Check for soil cracking, bulging, or dam slippage. Inspect embankment for leaks, seeps, or slope protection failure. If burrows or areas of soil failure exist, obtain the services of a Licensed Professional Civil or Geotechnica! Engineer for soil repair recommendations. Outlet Structure - inspect outflow orifices and emergency spillway for blockage and clean as necessary. Inspect trash rack for trash and debris deposits and clean as necessary. Inspect trash rack for corrosion and replace or repair if bars are loose or evidence of welds or connections have failed. Inspect and clean interior of outlet structure of any debris or sediment deposits. Inspection Frequency: Monthly Inspection Item: Pond Surface - remove any floatable debris if present. If any visible pollution, such as an oil- sheen, is present, obtain the services of a Licensed Professional Environmental Contractor to remove the pollutant from the water surface and to dispose of it in a legal manner. Forebay - remove sediment accumulation when 50% of the capacity has been utilized as indicated by the fixed vertical sediment depth marker. Vegetation- remove undesired vegetation along pond banks, including but not limited to seedling trees, cattails, etc. Embankment Erosion - fill and repair any rills or eroded areas from concentrated sheet flow runoff. Repair any eroded soils around the outlet structure. Reseed all disturbed areas and areas of insufficient vegetative cover. Mowing Requirements - mow all grassed areas within the drainage easement around the pond monthly or when grass height exceeds 6 inches. Erosion and Sediment Control Sequence 1. TheN01 and contact information for the person with onsite responsibilities must be posted. 2. IDEM and the soil and water conservation must be notified witin 48 hours of commencing construction. 3. Assign an on -site person with the daily responsibility and authority to ensure that erosion /sediment control practices are installed according to this sequence schedule. 4. Contact Indiana Underground Planned Protection Systems, Inc. ( "Holey Moley") for underground Utility locations. (1- 800 - 382 -5544) 5. Before opening up the site, first evaluate, mark and protect important trees and associated root zones, uni ue areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips kespecially in perimeter areas). 6. Install an adequate and stable construction entrance / exit drive from the construction site to keep mud and sediment off public roads. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, vegetative cover, spray on adhesives or other approved methods. 7. Construct detention pond and for bays and diversion swales at the perimeters of the site to direct water from disturbed areas to convey sediment laden runoff from disturbed areas to the pond. detention pond berm to be constructed in the initial phase to provide immediate protection prior to stripping the full site. 8. Identify construction staging area, material storage area, concrete and masonry washout areas, dumpster area. Each area shall properly protected and delineated prior to construction. 9. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days. 10. Start mass earthwork including topsoil striping and stockpile. 11. Start building pads and roads. 12. As grading progresses, install silt fences, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 13. Install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the site without creating gullies and to prevent damage to open channels. Sides of Swales, mounds and ponds to be seeded and mulched upon completion. Temporary seeding shall be required for all swales and disturbed areas that can not be final seeded within a time period that will prevent slope erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass: wheat or rye depending on time of year. Disturbed areas shall be kept to a minimum at all times. 14. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 15. Install sanitary sewers and other utilities. 16. complete roadway grading followed by aggregate layers and curbing. 17. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -qap measure. Also stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 18. After construction and final grading, landscape and permanently stabilize all disturbed sites, including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 19. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. SOLID WASTE MANAGEMENT AND COLLECTION, STORAGE, AND DISPOSAL OF MATERIALS UTTERING ON THE PROJECT SITE IS PROHIBITED. O pESCRIPTION AND PURPOSE TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS SHOULD BE REMOVED FOR ONSITE WASHOUT AREAS: Q -*1 O FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY. - LOCATE WASHOUT AREA AT LEAST. 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATERWAYS. zV � SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT OR REDUCE LLM -DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A TEMPORARY PIT DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF, THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID OR CONSTRUCTION TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS FIELD TRAILER OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM DRAINAGE FACILITIES, WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS, ENSURING REGULAR AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS. -WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE BROKEN UP, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN A LEVEL AREA. DISPOSAL, AND TRAINING OF EMPLOYEES AND SUBCONTRACTORS. o AND BE DISPOSED OF PROPERLY. n ca Q 0 DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE SITE SHOULD BE -AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT AREA INTO A PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND TO SUITABLE APPLICATIONS COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A MINIMUM. DOMESTIC TRASH BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE. CONTAIN SPILLS. M 0 SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF THE SOURCE. COLLECTED UTTER AND -DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR STORM w w w ::�i THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING WASTES ARE DEBRIS SHOULD NOT BE PLACED IN OR NEXT TO THE STORMWATER DRAINAGE SYSTEMS OR DRAIN SYSTEM. COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE STOCKPILE OR DISPOSE NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN AUTOMATIC GENERATED OR STORED: WATERWAYS. OF PROPERLY. SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE MONITORED BY THE • FUEUNG OPERATOR AT ALL TIMES. SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS, DEMOLITION DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN THE SOLID M OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION MATERIALS INCLUDING CONCRETE, WASTE GENERATED BY THE PROJECT. INSPECTION AND MAINTENANCE FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY ABOVE MASONRY, WOOD, METAL, GLASS, RUBBER, STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL GROUND STORAGE TANKS. COMPONENTS, AND PACKAGING MATERaALS. DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME FULL AND THE DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE CUPS, PAPER CONTENTS DISPOSED OF BY THE TRASH HAULING CONTRACTOR. INSPECT AND VERIFY THAT PRACTICES ARE IN PLACE PRIOR TO THE START OF EACH ASSOCIATED ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE WEEKLY TO VERIFY CONTINUED INSPECTION AND MAINTENANCE BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTES CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE WEEKLY OR MORE IMPLEMENTATION. VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE REPAIRL. FREQUENTLY AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST JUDGMENT IN ANTICIPATING REMOVED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR E UIPMENT Q VED FROM THE PROJECT SITE FOR REPAIR. CONSTRUCTION WASTES INCLUDING BRICK MORTAR TIMBER STEEL AND METAL SCRAPS PIPE AND > WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A PICKUP IN ADVANCE OF THE DUMPSTER BEING KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE INSURE THAT ALL EMPLOYEES ARE ELECTRICAL CUTTINGS, NONHAZARDOUS EQUIPMENT PARTS, STYROFOAM AND OTHER MATERIALS SEND TRANSPORT AND PACKAGE CONSTRUCTION MATERIALS FULL TO PREVENT OVER TOPPING OF THE DUMPSTER OR PLACEMENT OF EXCESS MATERIAL ON THE AWARE OF MATERIAL STORAGE LOCATIONS AND ACCESS CAN BE OBTAINED TO THE MATERIALS. MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL PER S ONNEL GROUND. MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND REPLACE ANY KNOW THEIR STORAGE LOCATION. IMPLEMENTATION THE FOLLOWING STEPS WILL AID IN KEEPING THE SITE CLEAN AND REDUCE THE POTENTIAL FOR CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED IN AN ORDERLY MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD PLAIN. CONTAINERS FOUND TO BE DEFECTIVE. IMMEDIATELY CLEAN UP SPILLS :AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND CLEANUP STORMWATER POLLUTION: VEHICLES AND EQUIPMENT SHOULD BE INSPECTED AT THE START OF EACH DAY. IMMEDIATELY REPAIR MATERIALS ACCORDING TO LOCAL AND STATE LAWS. STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH THE USE OF ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR EQUIPMENT BE REMOVED FROM THE SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM FROM THE BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE USE OF PROJECT SITE FOR REPAIRS TO MINIMIZE ONSITE IMPACTS. STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM ALL WATERWAYS AND FLOOD MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER. PLAINS. INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY REPAIR OR SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING OR REPLACE FAULTY COMPONENTS. INFORM THE TRASH- HAUUNG CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS FOR ONSITE USE PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM DRAINAGE SYSTEMS AND WILL BE ACCEPTED. WATERWAYS. DESCRIPTION AND. PURPOSE INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY DUMPSTER THAT IS INSPECTION AND MAINTENANCE VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO PREVENT FUEL NOT WATERTIGHT OR IS DEFECTIVE. SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF SOILS AND STORMWATER. THIS CAN INSPECT AND VERIFY THAT ACTIVITY -BASED PRACTICES ARE IN PLACE PRIOR TO THE START OF BE ACCOMPUSNE B D Y USING OFFSITE FACILITIES, FUELING IN DESIGNATED ONSITE AREAS ONLY, PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP RAINWATER OUT CONSTRUCTION IN THAT AREA. INSPECT EACH PRACTICE WEEKLY TO VERIFY IMPLEMENTATION. ENCLOSING OR COVERING STORED MATERIAL, UTILIZING SPILL CONTROLS, AND TRAINING EMPLOYEES AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS. AND SUBCONTRACTORS IN PROPER FUELING INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE MATERIALS PROCEDURES. ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE DEMOLITION PHASE ARE BEING DISPOSED OF PROPERLY. OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET STORED ON THE GROUND. LIMITATIO N ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR. HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY BE NECESSARY ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE DONE WHEN IT IS NOT FEASIBLE TO TO COLLECT TRASH MORE THAN ONCE A DAY. CONCRETE AND MASONRY WASHOUT AREAS SEND VEHICLES AND EQUIPMENT OFFSITE FOR FUELING. VEHICLES AND EQUIPMENT ENTERING AND EXITING THE SITE SHOULD ALWAYS BE DONE AT THE STABILIZED CONSTRUCTION ENTRANCE /EXIT. REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND SEDIMENT THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE AND CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE EFFECTIVENESS OF THE MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES DESCRIBED, SUCH AS IMPLEMENTATION. EROSION CONTROL MEASURES. HANDLING OF CONCRETE WASTE AND WASHOUT AREAS WITH THE READY -MIX CONCRETE SUPPLIER TOXIC WASTE MATERIALS BEFORE ANY DELIVERIES ARE MADE. DISCUSS MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. THESE FACILITIES ARE THE MASONRY CONTRACTORS FOR THE CONTROL OF CEMENT MIXER WASHOUT AREAS. EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS WORK OFFSITE MAY BE INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND CHEMICALS MORE ECONOMICAL BY ELIMINATING THE NEED FOR A SEPARATE DESIGNATED FUELING AREA AND SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS ARE NOT DISPOSED OF IN INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT INTO MATERIAL CONThINMENT MEASURES ONSITE. DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT ARE PROPERLY DISPOSED OF ACCORDING SUPPLIER AND SUBCONTRACTOR AGREEMENTS. TO LOCAL AND STATE LAWS. DISCOURAGE EMPLOYEES FROM "TOPPING -OFFS FUEL TANKS TO PREVENT UNNECESSARY SPILLS. STORE DRY AND LIQUID MAT ERIALS IN A COVERED AREA AWAY FROM DRAINAGE AREAS. PREVENT DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING SHOULD BE MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM DRAINAGE SYSTEMS, AND ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE IN ONSITE FUELING THE RESPONSIBILITY OF THE TRASH HAULING CONTRACTOR. WATERWAYS. AREAS AND ON MOBILE FUELING TRUCKS. PROPERLY DISPOSE OF USED MATERIALS AFTER USE. ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO NOT PILE AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR. ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT FUELING MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE OVER THE SIDES. PERFORM NIASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A DEOICATED FUELING AREA. IMMEDIATELY CLEAN UP DUMPSTER SHOULD A SPILL OCCUR. PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF THE PROJECT. ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE SPILL MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED OF IN A TIMELY MANOR BY AN AUTHORIZED DISPOSAL CONTRACTOR. DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, OPEN DITCHES, MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS. REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF PROPERLY ACCORDING TO LOCAL STREETS, OR WATERWAYS. AND STATE LAWS. DEWATERING DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT IN DESIGNATED AVOID FUELING OF CONSTRUCTION N EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE. TRANSPORT SEDIMENT LADEN WATER SHALL NOT BE PUMPED TO STORM SEWER OUTLETS OR NATURAL , THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE ADEQUATE PREVENTION DRAINAGE WAYS. DISPOSAL SHALL BE CONFINED TO AREAS NOT SUBJECT TO SHEET FLOW RUNOOF AND SPILL CONTAINMENT MATERIALS ARE LOCATED. WHERE THE EFFLUENT CAN BE DRIED OUT. THIS RESTRICTION SHALL APPLY TO AREAS WHERE LIME STABILIZATION HAS BEEN IMPLEMENTED. EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND CLEANUP PROCEDURES. O: 120041040394110100 1cad1Eng1CDs1C402- 0403 -dwg, 11/11200511:13:33 AM, glewis, 1:1 IMPLEMENTATION AND MAINTENANCE PROCEDURE PART 1 - EXECUTION 1.1 AT BEGINNING OF SITE WORK A. Prior to general stripping topsoil and excavating, install silt fence indicated. ndicated. B. Construct erosion control devices where indicated on drawings during rough grading as grading progresses. C. Topsoil must be present to ensure growth. D. Temporarily seed basin slopes, topsoil stockpiles, and areas disturbed by construction. 1. Seeding times and rates: a. May 15 to September 15; Annual Rye grass at 40 lbs. /acre. b. August 15 to November 15; Rye (grain) or wheat at 2 bushels /acre. c. March 1 to May 15; Oats at 3 bushels /acre. 2. Fertilizer: Commercial analysis 12/12/12 applied at a rate of 600# /acre. a. Apply lime to raise PH to the level needed for species being seeded. b. Work fertilizer and lime into the soil to a depth of 2 -3 IN. 3. All Hydroseeding shall be in accordance with the preceding requirements. 4. Reseed as required until good stand of grass is achieved. 1.2 DURING CONSTRUCTION PERIOD A. Maintain basins, dikes, traps, stone filters, silt fences, etc. B. Inspect regularly especially after rainstorms. C. Repair or replace damaged or missing items. D. After rough grading, sow temporary grass cover over exposed earth areas not draining into a protected device. E. Construct inlets as soon as possible. 1. Install silt fence or straw bale barriers or 1/2" slotted barrel at each new inlet, as necessary to control erosion. F. Provide necessary swales and dikes to direct water towards a protected device. G. Do not disturb existing vegetation (grass and trees) outside limits of construction. H. Remove sediment from behind silt fences when sediment reaches one - fourth fabric height. I. Topsoil and fine grade slopes and swales, etc. Seed and mulch as soon as possible in areas as they become ready. 1.3 NEAR COMPLETION OF CONSTRUCTION A. Eliminate erosion control devices except inlet protection. B. Grade to finished or existing grades. C. Fine grade remaining earth areas disturbed by construction activities. D. Topsoil must be a minimum of 4" to ensure growth. F. Permanent seed: March 1 to May 15 and August 10 to October 15. (Dates may vary at discretion of Landscape Architect depending on weather conditions.) G. Soil Preparation. 1. Soil surface must be free of rocks, debris, and other foreign materials. 2. Soils must have proper moisture control to assure proper germination and growth. 3. Soil surface must be compacted to a depth of at least 6 inches. 4. Soil preparation depends on soil conditions at time of seeding. Various tools may be necessary to achieve surface finish. 5. Surface of soil shall be level c._ large voids eliminated to applying fertilizer, lime and seed. H. Applying fertilizer, lime and seed. 1. Work fertilizer and lime into soil to a depth of 2 - 3 inches. 2. Apply seed carefully and cover seed with 1/4 inch soil, apply seed carefully and avoid covering seed more than 1/4 inch. 3. Apply mulch at rate of 2 tons per acre following seeding. 4. Water as necessary to ensure adequate moisture for germination and growth. 5. Reseed as necessary until a good stand of grass is achieved. I. Products 1. Fertilizer. Commercial analysis 12/12/12 or equivalent applied at a rate of 600 pounds per acre. 2. Lime: Apply agricultural lime to raise PH to the level needed for species being seeded. Soil test may be required to determine rate. 3. Swales /Slopes: Blended mixture of seed shall be applied at the rate of 110 pounds per Acre. The mix shall consist of 40 pounds Mustang turf-type Tall Fescue, 30 pounds Banff or Wabash Kentucky Bluegrass, 30 4. Graded areas adjacent to pavement: Blended mixture of seed shall be applied at a rate of 90 pounds per acre. The mixture shall consist of 35 pounds Mustang turf-type Tall Fescue, 30 pounds Fiesta Perennial. 5. Apply mulch straw at rate of 2 tons per acres immediately after seeding. The straw must be evenly distributed loosely over the entire area. "Slabs" of straw must be redistributed or it will kill young seedlings. On large open areas the mulch must be secured to soil by a tack or mechanical means to prevent wind action on mulch. 2.1 MAINTENANCE A. Reseed all areas that don't take. B. Apply a maintenance fertilizer N within 6 months of acquiring a good stand. C. Avoid traffic on area until area is well protected and stable. D. Water as necessary to ensure adequate growth and development. *Maintenance fertilizer - apply 200 Ibs of 12 -12 -12 or equivalent. SEASONAL SOIL PROTECTION CHART - .---- - --. -- -- -- -- -- Stabilization Practice: JAN. FEB. MAR APR MAY JUN JUL. AUG SEP OCT. NOV DEC - -- -- - -- -- - -- - - - - -- - -- -- - -- - -- Permanent Seeding // /// * /I/ - - - -- - - - - -- - -- -- - -- --- Dormant B --- - -----ON Seeding D - -------- so- Temporary E // /1/ / Seeding n � F Sodding A = KENTUCKY BLUEGRASS 40 Ibs /acre: CREEPING RED FESCUE 40 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 20 Ibs /acre. B = KENTUCKY BLUEGRASS 60 Ibs /acre; CREEPING RED FESCUE 60 Ibs /acre; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYE GRASS 30 Ibs /acre. C = SPRING OATS 3 BUSHEL /ACRE. D =WHEAT OR RYE 2 BUSHEL /ACRE E =ANNUAL RYE GRASS 40 Ibs /acre. (1 lb /1000 sq. ft.) F =SOD G = STRAW MULCH 2 TONS /ACRE . * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. . - � 1 rT r � "S' �TL+r ... nor - -. -`� sa+�„+rx' r+.er�y r,T4e. ^�.n• ,.- �e�.•' •�"1!��+v.•`„r.: +..r +r ;'+t +s.'.^.w- s.r,S!' 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SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet C402 Date 11-01 -05 Project Number 040 9 - 34 101 0 0 io I O W J Q -*1 O N zV � Z LLM o O � m �r- � cc F- o � n ca Q 0 � � � Qo U W O M 0 0- Q �-, w w w ::�i � &..., ry ,,, C) UJ Q..) 0 ?�: M RT LED ev / /- 01--05 **A .� °N,� �'� Y�1/�5 PZ i 0. 100 Q3Uft - .a P� • a w ' -o •: STA�� �� .0 w: 'e•�•' iv C�it ••• `_ ii ��f s S/O NK \- �N% i¢ Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet C402 Date 11-01 -05 Project Number 040 9 - 34 101 0 0 PRE FABRICATED BAG NON WOVEN FILTER FABRIC 1 + f : • A jd PAVEMENT INLET CHAIRBACK CURB INLET ATE BAG FILTER FABRIC \t-- `- PRE FABRICATED BAG NON WOVEN FILTER FABRIC ROLL CURB INLET MAINTENANCE NOTES 1. BAGS SHALL BE INSPECTED AFTER EVERY STORM EVENT AND WEEKLY TO MAKE SURE THEY ARE IN PROPER WORKING CONDITION. 2 • SEDIMENT SHOULD BE REMOVED AND RETURNED TO PLACE OF ORIGIN AFTER EVERY STORM EVENT. 3. USE CARE WHEN REMOVING SEDIMENT FILLED BAGS TO PREVENT DROPPING INTO STORM STRUCTURE. DO NOT DUMP SEDIMENT INTO STORM STRUCTURE. INLET SILT BARRIER EC-24 NO SCALE .,..q..,` ,,.- --e,,. c«r- •a.rer� - "�r..- T••-+. .g�,...,. ,r y...,.,...,a+e+ser.�Pr:- r -•'r'. -•Jr rgr�r•r.+.. ��..-. e'•-; w...;. v.,. w.- .w, "_+^is.^,v.- »+�.r- +F,.p�y�= .F: K.--+-• Rr,,- 5?- ..- ±�!v,sw:- €.,.�T-- ,..++¢ °.r.. .- +..+ -+sue- . --^.•� . - �T -" 1E a "^t"�."•.. _.-, ..Vi -. 'T^!. °..�.. f r . -.•.., r.. �y -,=•- '-fir .r...a4•rw r .�.. .. - - r -. ., - .. , t.•+ •v -rte � .. ..... y .-+ ••.•.. T e. f't ^1•A•3�.' Nt!'^g :) -:... ._ .. ...' •t -.:: -: `' _. '. -�.'.• •l. 1.- r:L >..� . -. ..��au.w S, .- ��+lfi�.� -`-��¢ .i �.t.. •.� E r +sue+ .r•- c- ,fir- -- r^- s- crnY - v++g-T w,e•- i'r�•+'. .c:. f.?. "'�„i� '.0 .7 •�S^••_. £'�_*'.' i - - .�...• -- ��.�......... ..e.. ca.r:,rr+.r. r�.. �+iis.�:+%•` �•!�ta_. � -sus '""'t+^ , . • - . q'"#".- -� , -. _ S - - - b ...tia.iw.i.•u. ••-- ��- �.y...�.>.�..� - - •�. 1... _.. _: _'$.•_L��.o -ii' ...- �_�..s;:•x sa�f�...rr.�..�f•r+r•z..: -a_�� - .. a -r - .�a�...- +iiYi•Y ,._�,.�. - STEP 1: EXCAVATE A 6" X 4' DEEP TRENCH J J � w cv o� � � m I 4" 6" STEP 3: PLAN STEP 2: FASTEN FABRIC TO STAKES AND BURY 2" X 2" BOTTOM 8" INTO THE TRENCH STAKES /- NON-WOVEN HEAVY _ n / DUTY FABRIC '� %/'. -� Vii' ,..-'- �~ •'`� >� „ ,i�r� ��1 �� NON -WOVEN HEAVY DRIVE STAKES IN TRENCH �' DUTY FABRIC TO ATTATCH SILT FENCE STEP 4: SILT FENCE 2" x 2" STAKE 10 SOIL FLOW ---.- 2.5 fft -i r SECTION MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE BARRIER INSTALLATION EC'Z NO SCALE SPACE CHECK DAMS IN THE CHANNEL SO THE UP- STREAM DAM TOE ELEVATION(A) AND DOWN- STREAM DAM TOP ELEVATION (8) ARE THE SAME. SIDE VIEW PLAN VIEW t�� IT 1 JIVIIL- CROSS- SECTION 1. INSPECT CHECK DAMS AND THE CHANNEL AFTER EACH STORM EVENT, AND REPAIR ANY DAMAGE IMMEDIATELY. 2. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL ANOTHER RIPRAP DAM IN THAT PORTION OF THE CHANNEL. 3. REMOVE SEDIMENT ACCUMULATED BEHIND EACH DAM AS NEEDED TO MAINTAIN CHANNEL CAPACITY, TO ALLOW DRAINAGE THROUGH THE DAM, AND PREVENT LARGE FLOWS FROM DISPLACING SEDIMENT. 4. ADD ROCK TO THE DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 5. WHEN THE DAMS ARE NO LONGER NEEDED, REMOVE THE ROCK AND STABILIZE CHANNEL, USING AN EROSION RESISTANT LINING IF NECESSARY. EC -29 ROCK CHECK DAM NO SCALE 3' DIAMETER 3' HIGH ANCHOR TO GRATE 6 "x6" 10/10 GAUGE WIRE NON WOVEN FILTER FABRIC �- YARD CASTING #4 GAGE WIRE GRASS `77 1- SILT PROTECTION FOR DITCH GRATE (NEENAH R -4342) CASTINGS. TUCK FILTER FABRIC OR. EQUIVALENT UNDER CASTING MAINTENANCE 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS IMMEDIATELY. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT AND STABILIZE. YARD GRATE SILT BARRIER EC -8A NO SCALE i•U► V �+JQ i ✓�, r u • � tQ�O �aNCr�•• •pcJa. ;� �� 4u O 3 ocl uv °�� a7 0�0 �� uc� • oc, 00 oGO Oaa V `�Q oU.zpcG o• q•GO��c� • a • • o Jca •c? ,� Gov i' >. �.G V, p pbOC+ ` c .' vo•O� a�a,o o0 Qo p� Lp•a y #2 STONE c7.n o... � r,t,� • C�.p, V•aC> • p" <a '�')• v CSC. �'G � u�'oG J+n•.,� �O. .)S� rJ• °`5.4 O �• °• C-a�pA •G•�o ba ,(,1• p C7lJ O:✓ai .) • �.. c> • 4 U b f� b G . .> b a '•.,oc + 4c•ca•nr� �• °q o:'u4.p CA V- 0gaa�.p�c�C�.c °oc'oc'�: o`ri • v. o ,: �'U.•a oV� o°nU �. cG A,V Govd a J04c>•pv un �v"a•p° .s G• 4 Qc 0 p. y o rJ• ar,• . uv O`,aG•4� U•r.•U4�o,<;�. o Gor�o O•�cx • • • • O G• u L' w• fl a% n� O U. v• • O 0 Y ��• 0 4 V� 4bo 6• �� 0` , cS• C7 °� a `> U V.O a `mod C�ca� 4• 0 4. Y G.�P•� v .<7. p 4. 4.4 •d 0• G• Q O y• tt• d• OHO, O t�•4 v•a O .v O »u- O uU•u•o �•on O.o• u �. p04y4 5.�0. V q cp• oa 0• C• yA`G�p a Q.ac,• Ci.p• .a. r•:•• Qyu 'G•° U ors. o$�cc a. u 4 a c� • oa v. a• cr 1 ` O�eC• 0• c � � � � 4o G! 4• O • 0• vp v vC! a• y0 'Oe'� oo• •�'cOG �ac>`C?° u •u �op� p° ca Cl � a�OL_ •v V,� p• ri qQ p4 0 • ° iJ o� Q. aG t�c� op • o �•'t: " q'�v o •t� •. o Uu tla,J a�uc_ 4 4.{j0a 1.a O• ° V G Uaarj <S •a °q„o•SC•• Qu <�•`S'C3t• n•> �` 4 u. "'4.. .34•o as. o• :•a' •p C)•o Oo GO ~�u °U.p• C +=••° b.� i 0 C ; t:q Q • ° t:. a' °L; . ta' ° d • u C7 �o `O° ap •G ayoo . �> '" . o cad - oa • 0. ot� Qc�.G•,:'pO C7o o,�y °• o °'c)v w° •O o tae ate O o� a � • C : O • aaq d • q 4 . Q O4 . o o U . v +<�o mu 0. O.p• w •� ° QnUV O �t�C > +u. • 0`•La• c>C, . a�•� C;•a`0- >•° l� °un�ooi v�•>�.00 4 ➢� O• O- u ��. °U•u vq uw a•c>•CSa pv U 4ddG. / • C• • v �?•v • G? a 0S, N P•a• • 4 • `\ �� y �• c, o �. di, A : +O < ?.c,t� ��•o.q•) o .p , Oo •a O ri C3, 43 V.Q 0 q uGQ.aG� .o'o ;+ C "A °•7•o CS�o O• ogoUCi•apOrGP ��; °q•000�po�c",q,. i0 y y p� •L1 •p U� n C�oa O �..u• ra.a •O ••CJ• V• 4�p <'c7+ai` '�> 'b V•c•• u`o Cep •� •bhp ' O to O ° O♦ J• a. "v a` ua �• oh 4° • • a •3 Oi a °p� °� a c•fy G. °o +nvoo.ola •p•3 GEOTEXTILE FABRIC TO STABILIZE ° ° ° • L° °a 4- °" °`° • ° : y FOUNDATION (ESPECIALLY IMPORTANT 6h o':4. °. � ��� ° ` i M M G� C• �. O y0 iA. �, WHERE WETNESS IS ANTICIPATED t �o TEMPORARY CONSTRUCTION ENTRANCE EC-30 NO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 12" MIN. COMPACTED EMBANKMENT MATERIAL TYP. GROUND_ BERM AROUND PERIMETER SURFACE 12" MIN. 2' MIN. 15'x15' MIN. OR AS REQUIRED TO CONTAIN � WASTE CONCRETE I X3:1 OR FLATTER � SIDE SLOPES NOTE: t. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTE CONCRETE. 4. AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT AREA DETAIL EC -33 NO SCALE 0: 120041 0403941 10100 \cad\Eng\CDs\C402- C403.dwg, 11/11200511:14:26 AM, glewis, 1:1 C 0 a U d U N C O_ •y o tY � w � � w w D _z U U H W = cn z wW<z�z �w zUJ �ZwZ >F- w z Q J 0 C) a, V) a- v� z z z Q o✓ -QQa QUJJ_QJ 0 0 0 0 0 0 0 00 O) 0 L I N (D � N OQr� fy 77 p Q w . •ll cr_V U N a_ 0 r*__ < r--. z N I QNw p 00 WE z r- S •1% • F.4 c •C;) , L Q iyItu d • 9 � < OA/ 1�a5 P E 10505139 STATE OF ,�' �n •r.rrr• �`��, Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet 03 Date 11 -01 -05 Project Number 040394 -10100 J J � w cv o� � � m I 0 Q � W O Qz z CL Q W J � W� 0 D: � C, 11 0 0 LLJ i�: iyItu d • 9 � < OA/ 1�a5 P E 10505139 STATE OF ,�' �n •r.rrr• �`��, Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = NA' Sheet 03 Date 11 -01 -05 Project Number 040394 -10100 4. 4- v� 0 0 a POINT #2107 A BEEHIVE INLET POINT 2102 TC-912.15' , � IE E(24»RCP)- 908.78' BEEHIVE INLET IE S(15 "RCP) =908.80' POINT #2098 TC =91212 _ 1 ( ) IE E 21 RCP - 909.39 IE W 21 "RCP = 908 +80' BEEHIVE INLET IE W(18 RCP) =909.41 i ; : g ��• TC= 912.86 OUTFALL NOT LOCATED M ° IE E(18 "RCP) =910.04' DURING THIS SURVEY 0 -2-'x2' BRICK FENCE PO L ( CI' `) PROPOSED DRAINAGE AND x UTILITY EASEMENT . x ,x x �.� x _. �.. x x x- x f x 6 � ROvl-fT IRON FENCE 5 t�fROCHi AN FENCE ° { x 1 �. 7 O : . .... :...... a: : . :. . -r, I� AP i i I '` 0� 1 FUTURE CLARIFIER POINT #2025 ' 0 { ! f ! FLAT INLET t ' TC =914.72' x f IE N(15 "RCP) = 909.14' Ti I z s l I .lt , , - 1 0 i< �- • = __mow• =. _.`..__ - ....,> ,Ire-ter _:x►.r _:r"..� _...._..___._... _,._._._.______.._......- - -.... I! POINT #1997 I x �I CURB INLET 1 ... . CLARIFIER } ! TC =915.45 URE F U I ; (" )= . ' i i i 0 ( I IE SW(36 "RCP) = 909.23' ri IE NW 24 "RCP= 909.23' ° I POINT #2065 E 11 * NOTE: PIPES APPEAR ,----- _____._ __--- .- T__._ -- E______._- -•. -- -__._ YI TO BE STUBBED. BEEHIVE INLET i i TC =913.8 IE NE 36 RCP . =94 9.47 � ......... - - ... ................. . ... ....... _ .. _ . .. _ . __._ ............ _ .... ... .- -_:... • ..__._.._._.._...___-- LAJ x i r OUTFALL NOT LOCATED L�x DURING THIS SURVEY w , 1 a LU w c! ITY OF CA MEL i i k ! � �, V 11 I �•J •� / I I t ► j }��''� ~� ���`� �- -�� �� �`, �"'� STREET D :PAR M ENT o I O \ f_ w._.�� i ' 'r i Q co r d y W ' I ._ .,_ �1 P IN 1007 __ _ t I \l . r�� ! ' i ! % ; `' / t Co �I I z f \} y �/ c !_._ .' r `•.l ,� I s , o© I F T INLET ,___a �I T = 915.11' l E(36 RCP)= 908.86 1 C Ni 1 1 S(24 RCP) 908.86 i Pa�IT #100 .. ..l l ff �! I i W(27 RCP) *= 908.94 -} , , ! # 10 _.._._��._r.._._.__.a .__._..._. ^_.- __.Q�� -1004 C� B IN o s ,�� /--:.� -� -- 1 NOTE. PIPES APPEAR k'. �':' „''/ nC %`�,� �'` �I I �- -`CURB INLET CURB INLET T 914.31 o �' <- �_�.��a r�D �>w..�. �.. � =�� .� I! T BE STUBBED. -. i _ - ;., �.j 3:. - .y --� .; `! I TC =914.74' TC= 914.34' IE I (42 R ) =907.54 a !1 I t7 ( p r 1 � I POINT # 1006 ;.._._.__ IE E(36 RCP) = 908.27 IE E(42 RCP)= 907.87 IE I (42 R P)- 907.58 ,, r �._ -_•' ,- U R E 1 FLAT INLET IE W 36 RCP 908.32 (E S 24 "RCP 907.87' ! • r> ® •' - � % .:.r�_ � a ti■��t � y �„� • i .i�. _T ' I I ( p ) - , ( „ ) - , � I "�� �j _' ��, ��-- .;� �--� h_, _��,._._ f I TC =914.78 i S S,. r" a., J -, a... r� f 1 t` 1t .ti ,._ .. 1. r'� ., , t `5 t�• ~c +�`; '"•� +1� E reT f ' „ }, ,' ;I t- -�_ ,�` `, �_.,+ ,yt� _ { ��--��,,r, I N G - + IE N) 5 RCP =908.33 IE W 36 RCP = 907.87 ! > �_. f } . ! 'i -. �__ : ) L} ) ,i.r G:.Z..J ._J� c`._ ,- a 1 i ( ) ( ) ` ✓_. •.,,tir /- -'•�.. .J ! L- -f^ ....••'rti`.. _. +/'3, /. - .:(,`i '••Iti ,`.1: r• \r. .7 1" - f•_'} " S _ _ IE E(3G RCP)= 908.58 Tk-T., .1 1 .a. ♦t..ar r 7't�• \l�' ,j, •'3r! C 1�! f_"ri1 r'-'_ti IG_-1 r r !•, I' ^: ^'C \' i. ,1�~ r � I l" (�l� t_.J, _ i j L • -'. �':. t J a 1 /.• :t`c's:' i �, .� tom._ c 1 '. 1� .,� J s' -. l�.J SC:' ..� 1 ;�- _ �` ! IE W(36 RCP) =908.58 I 7� 1: , y L(L ,tk /r . ' i :. _ , : t , •. f ti�j_ PIP CU I i f / �� `!� ./ J: w. 1• .sv �• "`� .1 ' 4 rw..� /"_ �,I•J 1 1, Il.i (I 1 "_, L_ PRIM- - 4 .r�.';,, .�}1•.i(�� �/ � /�� Y�rL..f J����l _. l�X _ ✓.'��•,, , y .I'� :Y � �J� ✓. A✓ \ (raj/ t _r�`��]{L.i �. t _ �_a ��,' /Z✓ 4✓ ...i ../^_J/ ./ ..,./� 1•: `� �r„_ .� .,•-•........• _r� .:.r, ,= •_L.,/':' G •'r_'•� I.+^1�r1 1 .tom '�'rl '�' r�1 f i. ^�) ��J '.`s. l �..i t�'"y! '. '�';{ � r.r, 1 �, l •1""fa� EXIST. 700 l rfff'^^^1r•LR't^'i < r , ,j• 1 y`. .l f 7. , ,. .t •'11_",1 't It _,� '` �� -�1y1� l ..�i� .� `�+ i- ti.'' -, �`--'�- '4. -'•r�J -� •} �- OW r^ ( j '��(��i } //J •\ 3 ��., it'�;\ '�f_ .)'•.r. •%�... �_.y.•'1._ _ {l.J -^:�j�. _.' .� 'l.•..- ,:�•.�:• l._✓ ...J Y,••..,.r.;.v �•: -:• -✓ -fir -Y ♦ I r•. r '' -^ „O. ,° � +n„- {- _ '';,..•" a., '«. � ` �.+< l:"'`l .!°'"` ° I j+ t`w r,.,1 �i, y'•� ./'�°' }. �,•h -1. r � �..._t..'` ' .wwVl►a.... �..Ww+.- -� ; �C._, , -- -: M._•. �. :,:�_: .- .�� ;.... _. :- .__a.... _ >~.,.._.w.:: ,+ > > � •� ITC 915.11 8 L.J .� .' , ...ar. ..r .u........ .......... a....,...r .....ur ..r .a.r.............r ... ....,..r.,w.....rar .:r.� .y . ,.... .= 1 El �- FUTUI =E ADDITION _ V _i ! - j �t POINT #1179 f ,• ,� •�.r--- >,.M..-•- -� t� CURB INLET 1� c� PIPE STUB � �� TC =916.04' 9 14 �"` '`�- "•'�°°°' �� ti` n POINT #1183 o IE UNKNOWN �, �` IE N(24 RCP)= 908,31 CURB INLET I NET ° _� _ IE S(241-RCP) =90 1 TC =916 04 o _ : � i � } �,e. -- 8.31 co i� IE N(24 RCP) =908.49 [� IE S 24 RCP =908.49 i 701 119 LF 12 RCP 0.50 ( ) 3z I SUB-- SURFACE C.*) - ...._. __._.. _�..,�.�.._..__.- ..�_,.- .__..__ _,- ____._ 11 ca t I r---�-- --- TC 915.44 70 POINT #1315 DRAIN STUBS �-- ��. POINT #1008 U g m �,�. , . SANI. M . ANHOLE . I SA o N . MANHOLE m POINT #1551 � . • � ' 0 � TC 915. IE(W)19104 9 TC =915.46' �:: TC= 915.70' SANi. MAN �` -- -- - - - -- - -- 709 EXIST. IE E 8 "PVC =905.95' :� �. �. _� - - -- -- -- _ -- -- _.. `•.�•. � '.' ( ) .y -,- --.-- _ -.- -.�-- .� `e IE E(S�PVC) =9o4.s8' TC= 918.51 _ ' . _• • . - � - � . � p 1 - .. - -- TC 915. `� �� " IE W 8 PVC = 905.98 p I " (» ) , IE S IE W(8 PVC) = 904.73 IE E(8 PVC)= o . 1. .c t� IE N(8 PVC)= 906.01 .�... ti. /r .� ----� o -... •. -POINT #1009 BEEHIVE INLET � TC =913.37' IE N(24 "RCP)= 908.47' r , 4. t 1j I�:�t► rl It i � irk Ir1 r: 1 + !r i !r� !r' Ir `� ! r_ I r � I I I I 1 1 POINT #1117 CURB INLET TC =915.87' IE E(30 "RCP) =909.22' IE tq(30 »RCP) =909 22' (It(S� yUy.�S41 m IE E 912.52 " p ,L 1. U I U.7,J 121 LF 12 RCP 0.50% I W . 191 LF 15 RCP ® 0.50 W • � �- _ o POIN 1 1062 r I r I I OUTFALL NOT LOCATED N U 4 BEEHIVE I N LET r r ! I ! N Q 5 16 �, !� DURING THIS SURVEY I �� ,.... .... .. ..e .. ... ®, Mir- TC= 915.9 5 ! J tip. m 3 ` 2 IE E(24nRCP )- 909.80' =, o 0 o IE S (12 RCP) -914 4 ►- �� 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 J R/W UNE PROBED 02 DRAINAGE �1 I ii ��� \• t � PROPOSED DRAIN) ffEc B g C E3EC I SEC BE '� /� UTILITY EASEMENT E BTC BTC C BTC _ BTC B _T g - _ _- -o� `� J ___ ._.. - `_;r R W LINE 1 rtif ---- ... -_ __.._ 708 �"_ �` _ W �--- -- - - ..... : t' ��� . _ _ __ _. G G _13- : 131ST STREET ~ (4) 10" ASH #3549 -``. _ ...... ._.. ... _.�__.__.- __._____. -�-= -- E C T E 1V T --- �- 1", E/., C E C T�%- C E CTV T E C T. Y. E E /C�[ V/T E /CTV /T E /CTV /T E /CTV T " E/C T1/ /T Cl)//T CTV /T CTt/ /T CT1/ /T C7V /T CTV /T ----� ---- CTS /T 12 CMP , I.E. =9 6.0$. 12 CMP 85 v --- I .E.= 916.92 I F #3562-/ Fr r . �'.'f, ____� 6 PRIVACY SPEED LIMIT 45 SIGN v ... ... -' - ._,.» -..._. .. ... •.-- ...r.w.... a ,rw,.0 .+rs•. -., -r!< _ ..- •aev...a...« •c .. ry. .,*5!'!^±a^"- - »•... •yy„•. -..- •..,.« . e. T+ trS+-•..- •- .e.7..ynn.•- s„x!••.^.....,.n r..;. -•r .ra-' - - a w n^,.r +v ••.• ...y.., „y,.,:_.r..a t,,.......r•r.aalr ++,,.. .a...rn ... .. ,. . .. ...- .. ..} ,:v......_ -... , -... ,,.-x t•, .. .... .. .. >.--. ,. ..r... a.a - ,.-,. ..••,,,F._, _ ...a .may...... ....sr.±e•.,a+x .,q..,.. ».. _ . - ,r•s..y tir _ x _ -... _..• ....y., •-• - - . e+r..... ^''*Less- •.,^7..•,,.. ---- .+.- -- -.ter.- _ .._. _ _ _ _ _ ... _ ,..•- - ++!♦,. •- •r..,.+v r mss•' T'. . _ .. _ "^mT',. Y t *-• _ -.. .- Y ,> ,,,, r _ ^.cra.a a•.•. srer.r _ •, 'f'9' _ _ _ . s _ :: _. r-. ..ate sT•s- "k. _. . ... i __ .. _ .. _ .._ c. - . ,: _ „S ... - ..'t; s `°".,.cz -eT i '7= . vE'!•'*t . '_"'i.. "" "S"T •_•'.„'F F - TF', ^• :'i 'T'1 { - C . .tr_a. . 's;....F'•'y" - r ",- '' - - Wit. _ _ } -- - - 7 - vl b_. - - - - t - . . a 1 - - - = - - -- - - -•I - - r`-- -- - - - - -- - , +.+. L• ,. .:. .. ..,„ ,. .. -b ,: <. ._ i .t . ,. -. "'":`' .-'{. a -._ i_ ,. _.. ...r'16rW11.''-- .ai a.+a+faiw ..it 3i►irrir'a.so.., it .aai- ...,.i.i{.».e...`r_iLl•- +.,J..;:.a, "u_._ -s _..... ,a, .e ,., ..., r•.raarra .irlLi• _ _c _ _ __ _ _ . _ .. f - , y -;' .--' : a - -.-ae _ _ -..a. r s:.,_:.. .r.�.ti 'r?l:'sa`d'r Yr i +s+•'� i i rli .. _ .. ... ' - .: - ' -. _+.. ,_._> >... . s... -. _ - ... .. .. ...: .ex,._ - ,....- ,._.aar a.MCeYieL,fm"•:•u 9e.i.Y Y _ _ _ - - IL{...wnys -..rw _ -.•i' ... i`•. ` -- •`•• _Y- _ i• - .a:Jss3w13.+... si 6r. .,d"•r_iiA1.At.Lr.i_°- __- I_r'+ 6 =_-. ._ 1 .,.'YIY6ab.ia_.1__...u..c...r. ,>1i'a.'°- ri.• _ _.IiYiiYaY+r•.:rSC a.. ..+_.n i.• r..a_. - ., ..._.. n < CTOT CTV /T CTV /T CTV /T CTV /T POINT #1089 SET BENCHMARK #)067 CURB CINLET <�'g'�(�.••E s9'n¢ed+6.'e":- •-T^+. .h_w�a- w#e'^w t?r,•- .- •wr.+ -..._. ..- ...•.�- .v�••yl -_.-*^_•++ 0: 1200410403941101001cad 1EngiCDs1C501.dwg. 11/1/200511:37:45 AMA giewis. 1:1 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION CONSTRUCTION LIMITS •v• •® • SANITARY SEWER SANITARY CLEANOUT CO SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER 501 SANITARY CASTING ELEVATION TC 1715.501 EASEMENT LINE STORM SEWER CURB WITH SUBSURFACE DRAIN (SSD) CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER STORM SEWER INVERT ELEVATION IE: 715.50 TOP OF CASTING ELEVATION TC: 715.50 SWALE WITH SUBSURFACE DRAIN (SSD) _ _ _ _ _ �W���D � 0.70 WATER a WATER LINE W W WATER VALVE 1>4 PROPOSED FIRE HYDRANT *40�, zC's, PROPOSED REDUCER Cr O ELECTRIC m OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC TRANSFORMER ET• a GAS / CABLE / TELEPHONE O OVERHEAD CABLE TELEVISION CTV CTV BURIED CABLE TELEVISION BCTV BCTV GAS LINE G G BURIED TELEPHONE LINE BTC BTC BTC UTILITY PLAN NOTES 1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND INSIDE OF THE PROPOSED STRUCTURE. 2. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. 3. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL STANDARD NO. 256 -3, PRODUCT STANDARD 22 -70, OR ASTM D 2441. 5. SEE SHEET C502 AND C503 FOR STORM SEWER DETAILS. 6. SEE SHEET C503 FOR SANITARY SEWER DETAILS. 7. SEE SHEET C502 AND C503 FOR ALL OTHER UTILITY DETAILS. 8. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. UTILITY PLAN KEY NOTESI 1 20 "x6" TAPPING SLEAVE, VALVE AND VALVE BOX 2 6 "x4" TEE 3 4" - 90' ELBOW 4 4" GATE VALVE AND VALVE BOX (SEE DETAIL WA -5). 5 6" GATE VALVE AND VALVE BOX WITH POST INDICATOR AND STATUS SWITCH, (SEE DETAIL WA -513). SEE FIRE PROTECTION DRAWINGS BY OTHERS FOR CONNECTION TO CONTROL SYSTEM. 6 SIEMESE FIRE DEPARTMENT CONNECTION 7 FIRE HYDRANT ASSEMBLY PER CITY OF CARMEL STANDARD DETAIL SHEET C502 8 REMOVE EXISTING 8" PLUG AND KICKER, TAP EXISTING 8" STUB WITH MECHANICAL JOINT FITTINGS 9 8 "x6" REDUCER 10 6" - 90' ELBOW 1 1 6" - 45' ELBOW <9> (SANITARY) HOUSE CONNECTION TYPE 2 PER CITY OF CARMEL STANDARD DETAIL SHEET C503 13 TAP EXISTING INLET WITH NEW 21" STORM SEWER. PROVIDE WATERTIGHT SEAL AT CONNECTION. 3> CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING STORM STUB. INSTALL 24" RCP AS NECESSARY TO CONNECT EXISTING STORM STUB TO STRUCTURE #701. 3> DOCK TRENCH DRAIN (SEE DETAIL TD -01) 16 COORDINATE GAS, ELECTRIC, TELEPHONE, AND CABLE SERVICE CONNECTIONS AND ROUTS WITH RESPECTIVE UTILITY COMPANY 17 SANITARY SEWER CLEANOUT (SEE DETAIL SA -1) 18 SANITARY SEWER CLEANOUT (SEE DETAIL SA -1A) "HOLEY MOLEY " SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAM 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. a 0 a U 0 0 N C 0 �N '> F:i Z Q J CL J V) w � � w :D w Z_ U C7 Fw- W v1UULY_z Ld moo✓ o_ w ¢ Z � Q t-z w Z�l- U Z U _J � � L U) C- W M5zzzd� QUJJ_J ©000coo 00 0 u� I N 0 00 N ._ Q ^� 0Q� a� Z CL Q Z X _ - Q Q „ LL • - fy_ V) L � U 0 t-- Z ( I I r-" � N W 0 00 z^ �aa'4�itia ✓<i W 06 time •� � �,:: .,r • e.. ' 1 ' �-LB Or01/ r pCL10505`I 39 � r cc e � � r sss� • STATE e •, ST 0 N A d "11111110 Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1" - 50' Sheet C501 Date 11-01-05 Project Number 040394 -10100 a � 0 Q� zC's, LLM O CO m Z O � w co Q H a LLJ O CL O wJ w� � �v W d V) ' �-LB Or01/ r pCL10505`I 39 � r cc e � � r sss� • STATE e •, ST 0 N A d "11111110 Drawn By: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1" - 50' Sheet C501 Date 11-01-05 Project Number 040394 -10100 a c Lr Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP. Wa ter Main Tee — M. J. As Required Notes: 1. At high Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45^ Angle Upwards And Connected To 6" 45^ Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. J. Hydran is Sh all Be Se t A t 500' Max. Horizon tG1 Distance, Or Less As Specified By Fire Department 4. All valves must include Posi — Cop or equivalent NO TE• 1) ill Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horz. Sep era tion Of 24' I 4) 2 inch taps and sm aller shall not be installed within 18 inches of machanical joints and bells. nne CITY OF CA L WATER SERVICE STANDARD DETAILS DETAIL wn Date.. March 2007 Scale: Not To scale Jones &Henry Drawing Name: C p Engineers, Inc. Mueller Centurion A — 423, Or Equal Pain ted "Safety Yellow" 1 0 "Min. a Bedding Material Con forming TO 4 4 Q IND0 T 903.02, Size No. 8 -�=- One 8 "x8 "x16 " Solid Con c. Block Or 6 "Min. Class 'B" Concrete Base On Undisturbed ground. 5. Hydran Valves must be restrained to the tee with either all thread, or an anchoring tee. 777 CITY OF CA RMEL E FIRE HYDRANT STANDARD DETAILS A SSEMBL Y oore: March O7 s�oie: Noy ro s�oie � Jones Henry � Drawing Name.- CWB Engineers, � . Restrained Joints Sh all Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. nn�:• Cl T Y OF CA RAIIEL JOINT RESTRAIN T STANDARD DETAILS TABLE don 6's Drawing N Dote.' March 2001 Scale.- Not To Scale s & Engineers, Inc. 9 ame: CWlO Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled SIZE11W11 c 0 a U 0 PRESSURE PIPE JOINT RESTRAINT TABLE 11T11 6 1.0 A 611 2l 011 411 8" Length Of Pipe To Be Res trained 4 lI 10" 2/-6"' 2' Sll 4" 12 he In Each Direction From 114 Of Bend 2'_ 5 11 4 11 15 11 31 0 11 '*- 8 11 5 11 Based On 150 PSI Test Pressure 3' 0l1 51l 21 '1 Degree 3' 4 U) W W W w 24 J) 4 l J" 3l 8» 611 27" Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 0 ; Tees �c Plus 9 27 35 42 50 ' 58 8 " 65 73 80' 95' 115 ' 45 7' 9' 11 ' 13 15' 911 17 19' 21' 24' 29' 22 --1/2" 5' 4 5' 6' 7' 1011 8' 9' 10' 12' 14' Bed Pipe In Specified Granular Bedding Moteriol Hand Tamped In 6 layers 2' 2' 3' 3' 4' / 4' 4' 5' 6' 7' Restrained Joints Sh all Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. nn�:• Cl T Y OF CA RAIIEL JOINT RESTRAIN T STANDARD DETAILS TABLE don 6's Drawing N Dote.' March 2001 Scale.- Not To Scale s & Engineers, Inc. 9 ame: CWlO Flat Slab Top Shall Be Used In Lieu Of Eccentric Cones For Shallow Manhole Construction Or As Scheduled SIZE11W11 c 0 a U 0 "U 11 ** 11T11 6 1.0 A 611 2l 011 411 8" 2, 611 2,_ 1 „ 4 lI 10" 2/-6"' 2' Sll 4" 12 he 2l-9 !1 2'_ 5 11 4 11 15 11 31 0 11 '*- 8 11 5 11 18 J1-6 3' 0l1 51l 21 '1 3' 1111 3' 4 U) W W W w 24 J) 4 l J" 3l 8» 611 27" 5 l 611 3l 1111 611 30" 5l 9" 4l -4ll 6» 36 6' 3" 5' -2" 6" 42" 6' - - 11 '" Centerline Of The Existing Utility 8 " 48" 7'-- 41 Lines. 911 54 " 8'-- 1.1 9 " 60 " 8' 6" For Flexible Pipe W<th Solid Or Profile Walls, 911 66" 9' 111 Granular Bedding Material Shall Be Placed 911 72 9'8" And Hand Tamped In 6" Layers To A Minimum 10" 78 101_511 Of 1' -O" Above Pipe. 1011 w SEE STRUCTURE DA TA TABLE FOR TYPE OF CASTING TO BE USED Mortar tin g Rings �. 12 " Max. Cem en t Mortar ng Gaskets M. C44J Steps (9 16" c1c nTLE• Cl T Y OF CA RUEL TYPE IS lis Ills S TA NDA RD DE TA IL S MANHOLES mown –s Date.- Morch 2001 Scale: Not To Scale Jones & Henry rowing Name: CS9 Engineers, Inc. 1 '- 0" Minimum c 0 a U 0 Undisturbed Ground Match Existing Pa vem en t Material And Thickness Existing Pa vem en t, Saw Cut Straight Edge Approved Excavated Material In Unpaved o Areas Unless Otherwise Directed U) W W W w I— Z w z /j \\ • . .• \� /: Note. Under Existing Sewers, Water Lines, �?WZ ZU0 U j Z Z Z Q Gas Lines, Telephone Cable And ©o © o ©© \ /�j� • • �/j Electrical Conduits, Backfill With Special Backfill Under �� // .• j �� o Granular Beddin Material To The 9 Pavement, Drives, Walks Or Where Ordered Tamped `\ \ \/ Centerline Of The Existing Utility In 6" Layers Special Backfill Shall j /�� /� Lines. <�w 00 z Conform To INDOT 211.02b %\ ; For Flexible Pipe W<th Solid Or Profile Walls, 1 1 , 1R •,�� y�,�'yy • �:t ,, rte._ �• � .. ' 06 •J� "r1w. �� U Granular Bedding Material Shall Be Placed � o And Hand Tamped In 6" Layers To A Minimum J C0 0 cr_ "-q Ld C-,J 44 Of 1' -O" Above Pipe. W Cn :14 m 4 44 qz:� W O __.. ;.. 4,4 4 4 a 4 4 //\ 4 4 4 4 4 4 4 Bed Pipe In Specified Granular Bedding Moteriol Hand Tamped In 6 layers Q 4 4 /\ 01 \/ / to 8 to 12 inches above pipe. / / Bedding Moteriol Shall Conform Undisturbed Earth To INDOT 90J. 02, Size No. 8 TI? ENCY11 SCHE-D UL E ** Table Is For ASTM D- -3034, Wall Thickness Class SOR 35 For 6" 15" And ASTM F-679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturers Requirements. Existin Tapping Sl Bend As Re * "W" or "U" At Top Of Pipe .1Z * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With A STY D- -2321. TRENCH DETAIL FOR SEWER AND WATER MA /NS NTS ^l,o w pipe Shall Be led Under The 'ng Water Main Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. Water Main nrze CITY OF CA RMEL TRENCH DETAIL & STANDARD DETAILS TRENCH SCHEDULE— Gate: March 2001 Scale: Naf To Scale Jones & Henry Growing Name: Cµi £ngineeis Inc. See Trench Detail For Backfill Requirements Exis tin g Water Main vvvvvvvvvvw vvvvvvvvvvw 12" Min ' j vvvvvvvvvvw vvvvvvvvvv i vvvvvvvvvvw vvvv ° ° ° ° ° New Water Main vvvv vvv ' vvv vvv \ vvv vvva� vvvvv vv vv/ VV vvvvvv Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDO T 90J. 02, Size No. 8 SEC TION nne CITY OF CA RAIIEL WA TER MAIN STANDARD DE-TAILS CONNECT /ON DETAIL Oates: Moich 2001 Scv /e: Not To Scale Jones & Henry c growing Nome: CW5 Engineers, n . Q» SEE S TRUC TUBE DA TA TA BL E FOR T YPE OF CA S TING TO BE USED Top Of Co.stinn FlPvntinn As Showi Note: Precast Concrete Catch Basin May Be Used In Lieu Of Masonry Construction Sh o wn. Pro vide 8 " To 12 " Of Adjusting Rings. �J Flat Grate � And Frame FLAT GRA TE —PLAN RIP CURB GRA TF —PLAN SEE STRUCTURE DATA TAE FOR TYPE OF CASTING TO BE USED 112" Cement Mortar Manhole Steps © 16"' e Rubb er Gasket Joints A.S. T.M. 0443 A.S. T.M. C478 Rein f. Conc. Manhole Sections Note: Lift Holes Sh Be Filled In Non—Shrink For Precast Inverts Pro vid4 I" Approx. Opening Betwenl Pipe And Channel Con cre to A t Pen e tra tion Bed Base Section In 4"' (Mina Class "B" Con c. Or Compacted Granular Bedding Material, Conform/ng IND0 T 903 02, Size No. 8 Note: Preformed Bitumen Seals, Kent Seal Or Equal, May Be Used Between A djus tin g Rings In Lieu Of Mortar Mansion Join gical) Lead To Ma, In vert Ele vc As Require( #4 c Top &Bottom 7 cre to Curb ?UC TURE DATA TABLE PE OF CA STING TO D nTLE: CITY OF CARMEL CA TCH BASIN S TA NDA RD DE TA IL S DETAIL Drawn Date: March 2001 Scale: Not To Scale Jones k Henry Drawing Name: CS1 Engineers, Inc. -f io A r-!_ L_ _ r SE CTION re to on e 0478 " Dia. M. H. 's r7si tion e — Section 78 lexible Joints —Seal Price Joint (Interpace -Seal (U.S. Or Equal. nne CITY OF CA RAIIE-L TYPE l & 11 STANDARD DETAILS MANHOLES �JOnesY& Henry Drawing Name: Oofe: Match 2001 Scale.* Not To Res /e Engineer; lnu 9 CS) Channel Shelf Unless Otherwise Directed �7n els ?n c. nne CITY OF CA RUEL TYPICAL MANHOLE STANDARD DETAILS SECTIONAL PLAN rJOnesY& Henry Drawing Nome: Date: March 2001 Scale: Not To Scala Engineers, 9 �'� c 0 a U 0 0 �> o U) W W W w I— Z w z W Z U 0 Ww<>0— �?WZ ZU0 U j Z Z Z Q QQQ�— <5� _.., .�t -0 ©o © o ©© 00 0) r*I_ O Lo N `- -It (10 N D� -00•— Q -0 O Q a� a-, Zrn ._ — � 0 D =zX a) Q ^ L ,Q Q� V U � : :] N � � D �zN l <�w 00 z r- CD � - -•� ±� 1 1 , 1R •,�� y�,�'yy • �:t ,, rte._ �• � .. ' 06 •J� "r1w. �� U Q � o O J C0 0 cr_ "-q Ld C-,J — Q Q U1= Z n or_ o W Cn :14 m C� M qz:� W O __.. =< Cn _ Q � Q � Q CL o0 ZZ Q — LU .. LLJ w � J ct� Q Ll.! � U V) Q C RED ' ea .. odd /l�tyl•O� ° �G �"� U, 0 �cS' 0 4b en •� �• ,. • o505139 PEA 01F L.0 � , % ,cF •••••• IQ? %% SS/0 N P\- °alp, � � a t►�����° Drawn 6y: M. WAGNER Checked By: G. ZBOYOVSKY Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' - 50' Sheet C502 Date 11 -41 -05 Project Number 040394 -10100 a 0 O O 0 LLI � w 0 LLJ Z LLJ z LLJ V) z U) 0 w 0 LLJ w Z 0 LLJ - LLJ z D Z LLJ Z LLJ < 0 z (n (n cl 0 a z 0 5; z z z < w < < < w U) < Z3 -J -J -J 1-- 0 00 a 0 0 00 00 0 (.0 00 N < C) < < X @ Q) < LL- 0 0 0— 0 < L-LJ 000 z L02 W LO C) 0 CO L.LJ C"4 LL. Of 0 LLJ CJ) M I LIJ 0 U) =� .J C) 7, 0 CL Cr. < LLJ F— CL w L-Li :3 Cif cif, LLJ F— V) CE FIED B e7ce-7% k 1-0 I•V-% V 0 y 0 0i T E Sam low 10505139 Ip cc E 0� rift,* N 111111110% Drawn By: M. WAGNER Checked By-. G. ZBOYOVSKY Quolity Assurance: T. SCHELLENBERGER Scale: Scale: 1' = 50' Sheet C503 Date 11-01-05 Project Number 040394-10100 IWI UTU A A- ell I -1vP .. Q I -NAP 1V a � 0 i -PP k 501 111 FUTURE WATER TREATMENT PLANT I -CAN 6-11W 26 -iC � -VC FUTURE . FUTU R E °:. . 6 -PA SALT WASTE o...:: '� . . WASHWATER ' • BASIN FUTURE - 5 -vc ' 7. 26-IC F/i� fe I -cc f LLJ de le 'R • . G'H' HI,, ° SERVICE � .0 111 2 -CC • Of / •PUMP � 10 w FUTURE STATION \. .1 CD UNDERGROUND .... ,. •. • ; . .• _... d•'.•..; V,t 4 4 MG CLEARWELL ' • 2i-CA 6-Ivv 26-1 5 -d. vc L00111� • ; -CA > -PA 9_\ /C 26 -1C • AU -11 • � ` gal I�r � '' /� /= '7.1 IT Z rtl� Ma��r a op r I -PF ` Li -PP I -CAT t , -CC i -�,V i �G�" 1 -aU I -CC I -PP I -PO I -CC I -CC V) w Q: w z_ U U w MO O WLU � I Lq z W � F —WIa�U) V S Z Z Z Q(or) dUJnJ�C? 0 0 0 0 0© 0 00 0) t\ O U-) N r` mot' Q 00 N Q OQr-I a) O X . Z Q w U_ .�. CY— V 0 j U —_ N�f��v Z N W — 444- 000 z 3 � W 06 U Q Q �-- o WN Zro cl� o (D __J m� I Q.._ C� w =z co Q °o z z < - LLJ C 1._� _j w (0~!) d W U CERTIRED BY: Drawn By: RMC Checked By: RMC Quality assurance: scale: 0 Scale: 1 ` a 30' Q_' Sheet L 1 01 Date 11 -01 -05 Project Number 040394 -10100 2 -fMp 12 i -GT wry ',f `' "• •••� 1 f .4i, .1 •,f' • f• ~ 'd 'N ' • ( 6 -CA is • • ,. .I �+' • , f - ''. •. a '' f d' • ' •f •. 1. N N 4 : N dir if t I -C.0 . . .f • .• .. / I -LC r • 'd• I -G�`� r 4 IN t WATER OPERATIONS . a FAC I LITY F. F* -- 917.50 , c" i !• ♦ ♦, • , a • M.' 4 ..a +. a a • . '• • •t ,• •, 4 •.. 00 a •a • ♦• ••. .d •♦ . r• .. .664 .1. ,• I- T L/4\J 1 Q -C r • 5 -CA 8-VC I -pp 8 -VC -CA F4-T.k/,P F-5-pA F41-fulp 3-Ck, k 4-PNI, VPIL. VI. VY e • . � 047 s fc 4°v spa • � ^ „ � � ' • xf=� O Q ' / /`t It1+\ \� ~1 • • • • • • • ♦ • • • • • • �/ ' �`�� Q Q OO 4 4 O R �i \ " `~ t � \�. � � �! ��\ ••% � �3a d ► � d r tom\ .r. • 7 • a a it •.cr d Ls • PR( POSED D D RAI AGE AND UTILIlY EASEME T I -pd I -(AT I -Of I -GAT I -CAT I -GT I -GT I -CC I -gyp I -CC -pp I -CC I -cc I -p0 I -pp i -pp I -CAN ( -pI� I -TC 1 -TC I -pb PLANT 5CH PUL � 6rN PA NO IT 1 I I, FOP\ 511 LAYOUf INFOP\MAfION 5F� CIVIL PP\AWIN65 2. V�P\IFY UNP�F\6F\OUNP U LOCKION5 PP\10P,,, 10 PLANf IN5f&IATION 3, CONTP\AC1"U`P\ fu` V�P\IFY QUANTITI�5,1 NOfIFY LANP5CAP� a OF ANY ni;c���aNa�s, 4, CONVACTOP\ 1"0 V�F\IFY F CONPIfION5j NOfIFY IANP5CAF� AF\CHIT�Cf OF ANY 1215CF\�PANCE5 P�TW��N 12P\AWIN65 ANP FELP CONMON.", 5. STAKE ALL V\��5 ANP 5HP\U�5 AS INPICAT�P �Y IKIPU5V\Y 5fANI2AF\P51 6, CONTP\ACfOP\ 1"0 P\�6F\A!2�j P\�FAIP\ ANP P\�FLAI\If ALA P%15iUp��n COY CON5TP\UCfIONJ INCLU12�5 ANY AP\�A5 0FF--PF\OP�F\TY ANP 0F\ OTH�F\WI5� N01" INPICATcP ON PLAN51 7. ALL TUP\F AP\�A5 App fO P� HWP\05��P�P OP\ 5012P�P UNL�55 NO-[cP OTH�F\WI5� , 8. CONTP\ACfOP\ 5HA....L MAINfAIN P051VV� PpAINA6� IN LAWN ANP FLANTIN6 P�12 AF\�A51 J. C0NTP\ACf0F\ 5HA,,,L U5� TF\�� & 5HF\U� b A5 PLANfINO G 10, MULCH PLANTIN6 P�P5 WITH OF "AA" 5HP\�PP�P HAP\PVVOO[2 PAP\K MULCHI REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR — QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN T00 CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets valves, and marks made upon the ground by others) AN ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHB EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS N ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GRUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAD EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTIN. 1- 800 - 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — NEVER CUT LEADER. TF OF BRANCHES RETAINII` OF TREE. DO NOT LEAN ATTACIH GUY WIRE ANC ABOVE FIRST BRANCH. STAKE TREES UNDER 3 STAKES 3 PER TREE @ GUY TREES 3" CAL. & DRIVEN BELOW GRADE. SET TOP OF ROOT CRC CUT ALL BINDING AND TOP OF BALL 3" MULCH LAYER AS S 4" DIA. X 4" SAUCER PULVERIZE SOIL EXCAVATED FROM HOLE USE AS BACKFILL LOOSEN SUBGRADE AR+ AND INSTALL SAND AS ADEQUATE DRAINAGE A STAKE TO BE 18" BEL( UNDISTURBED SUBGRAC UNDISTURBED SUBGRAGL_ HOSE GUARDS AND GL GUY TREES 9' HT. AN( 2 "x 4" STAKES DRIVEL 3 STAKES @ 1200 APA SET TOP OF ROOT CR( FINISH GRADE CUT ALL BINDING AND FROM TOP OF BALL 3" MULCH LAYER AS 4" DI A. X 4" SAUCER PULVERIZE SOIL EXCAVATED FROM HOL AND USE AS BACKFILI LOOSEN SUB GRADE AR AND INSTALL SAND Az ADEQUATE DRAINAGE ) STAKE TO BE 18" BELT UNDISTURBED SUBGRAC (SET 120° APART) UNDISTURBED SUBGRAC` SHADE TREE PLANTING DETAIL NOT TO SCALE VIDE TAPE CONSISTING OF DYERS OF CRINKLED PAPER EN TED TOGETHER, UP TO �T BRANCHES NVATE HOLE 12" LARGER � ROOT BALL RIFY SIDES OF HOLE 3H GRADE BEES UP TO iT. 3 STAKES APART FE HOLE 12" LARGER )OT BALL SIDES OF HOLE 'BADE EVERGREEN TREE---PLANTING DETAIL NOT TO SCALE CLEAN AND PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE, 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUCER. CUT AND REMOVE TOP 1/3 OF BURLAP. BACKFILL WITH EXISTING. SHRUB PLANTING DETAIL NOT TO SCALE W � � W - Z_ U C� w ZO � W Q Z Q �aa.<w �Wz¢�'_° W W U) a. �s 0 zzz 0 °zap QUJJJ�C� o ©o©oo© 00 o `r C)o CU � N Q ^ � OQr-_ W 0 =zx °' Q ,CL cl� ( U U .—._ CN O •= Cl- t`QNw d- Q 00 z LIPL W QV j U L F--- a ry LJ N LL. 0 ° .......,J �t- CL C/-) W - O () z CL < C..� z z (/ o < -- C� LL1 ri LL O Ld :2 LLJ i�j U r CERTIFIED BY: d. . o. • �sT •� . .� No . 0243 STATE OF �/VD I 0�4 Drawn By: RMC Checked By: RMC Quality Assurance: Scale: 0 Scale: 1" — 30' Sheet Date 11 -01 -05 Project Number 040394 -10100 Keq Qflq I Botanical Name Common Tame 51ze CA 66 Ca!amagro5t 5 a. 'Karl Foer5 -per' feather peed 6ra55 3 Ga Ion �A 6ra55 3 Galan PAH III a. 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V�P\IFY UNP�F\6F\OUNP U LOCKION5 PP\10P,,, 10 PLANf IN5f&IATION 3, CONTP\AC1"U`P\ fu` V�P\IFY QUANTITI�5,1 NOfIFY LANP5CAP� a OF ANY ni;c���aNa�s, 4, CONVACTOP\ 1"0 V�F\IFY F CONPIfION5j NOfIFY IANP5CAF� AF\CHIT�Cf OF ANY 1215CF\�PANCE5 P�TW��N 12P\AWIN65 ANP FELP CONMON.", 5. STAKE ALL V\��5 ANP 5HP\U�5 AS INPICAT�P �Y IKIPU5V\Y 5fANI2AF\P51 6, CONTP\ACfOP\ 1"0 P\�6F\A!2�j P\�FAIP\ ANP P\�FLAI\If ALA P%15iUp��n COY CON5TP\UCfIONJ INCLU12�5 ANY AP\�A5 0FF--PF\OP�F\TY ANP 0F\ OTH�F\WI5� N01" INPICATcP ON PLAN51 7. ALL TUP\F AP\�A5 App fO P� HWP\05��P�P OP\ 5012P�P UNL�55 NO-[cP OTH�F\WI5� , 8. CONTP\ACfOP\ 5HA....L MAINfAIN P051VV� PpAINA6� IN LAWN ANP FLANTIN6 P�12 AF\�A51 J. C0NTP\ACf0F\ 5HA,,,L U5� TF\�� & 5HF\U� b A5 PLANfINO G 10, MULCH PLANTIN6 P�P5 WITH OF "AA" 5HP\�PP�P HAP\PVVOO[2 PAP\K MULCHI REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR — QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN T00 CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets valves, and marks made upon the ground by others) AN ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHB EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS N ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GRUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAD EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTIN. 1- 800 - 382 -5544 CALL TOLL FREE — INDIANA UNDERGROUND — NEVER CUT LEADER. TF OF BRANCHES RETAINII` OF TREE. DO NOT LEAN ATTACIH GUY WIRE ANC ABOVE FIRST BRANCH. STAKE TREES UNDER 3 STAKES 3 PER TREE @ GUY TREES 3" CAL. & DRIVEN BELOW GRADE. SET TOP OF ROOT CRC CUT ALL BINDING AND TOP OF BALL 3" MULCH LAYER AS S 4" DIA. X 4" SAUCER PULVERIZE SOIL EXCAVATED FROM HOLE USE AS BACKFILL LOOSEN SUBGRADE AR+ AND INSTALL SAND AS ADEQUATE DRAINAGE A STAKE TO BE 18" BEL( UNDISTURBED SUBGRAC UNDISTURBED SUBGRAGL_ HOSE GUARDS AND GL GUY TREES 9' HT. AN( 2 "x 4" STAKES DRIVEL 3 STAKES @ 1200 APA SET TOP OF ROOT CR( FINISH GRADE CUT ALL BINDING AND FROM TOP OF BALL 3" MULCH LAYER AS 4" DI A. X 4" SAUCER PULVERIZE SOIL EXCAVATED FROM HOL AND USE AS BACKFILI LOOSEN SUB GRADE AR AND INSTALL SAND Az ADEQUATE DRAINAGE ) STAKE TO BE 18" BELT UNDISTURBED SUBGRAC (SET 120° APART) UNDISTURBED SUBGRAC` SHADE TREE PLANTING DETAIL NOT TO SCALE VIDE TAPE CONSISTING OF DYERS OF CRINKLED PAPER EN TED TOGETHER, UP TO �T BRANCHES NVATE HOLE 12" LARGER � ROOT BALL RIFY SIDES OF HOLE 3H GRADE BEES UP TO iT. 3 STAKES APART FE HOLE 12" LARGER )OT BALL SIDES OF HOLE 'BADE EVERGREEN TREE---PLANTING DETAIL NOT TO SCALE CLEAN AND PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE, 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUCER. CUT AND REMOVE TOP 1/3 OF BURLAP. BACKFILL WITH EXISTING. SHRUB PLANTING DETAIL NOT TO SCALE W � � W - Z_ U C� w ZO � W Q Z Q �aa.<w �Wz¢�'_° W W U) a. �s 0 zzz 0 °zap QUJJJ�C� o ©o©oo© 00 o `r C)o CU � N Q ^ � OQr-_ W 0 =zx °' Q ,CL cl� ( U U .—._ CN O •= Cl- t`QNw d- Q 00 z LIPL W QV j U L F--- a ry LJ N LL. 0 ° .......,J �t- CL C/-) W - O () z CL < C..� z z (/ o < -- C� LL1 ri LL O Ld :2 LLJ i�j U r CERTIFIED BY: d. . o. • �sT •� . .� No . 0243 STATE OF �/VD I 0�4 Drawn By: RMC Checked By: RMC Quality Assurance: Scale: 0 Scale: 1" — 30' Sheet Date 11 -01 -05 Project Number 040394 -10100