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05080007 Civil Construction Plans Rcv. 8/5/2005 DOCS
CIVIL CONSTRUCTION i O TtO GODS 3 :- Ems IX - t PROJECT VICINITY i `� : i CONSTRUCTION PLAN INDEX C0.0 € TITLE SHEET C1.0 EXISTING CONDITIONS SURVEY C1.1 OPEN SPACE MAP C2.0 DEVELOPMENT PLAN C3.0 EROSION CONTROL PLAN C3.1 EROSION CONTROL DETAILS C3.2 EROSION CONTROL DETAILS C3.3 EROSION CONTROL NOTES C4.0 DETAILED INTERSECTION AND CUL -DE -SAC GRADING C4.1 STREET PLAN AND PROFILES C4.2 STREET PLAN AND PROFILES C5.0 SANITARY SEWER PLAN AND PROFILES C5.1 SANITARY SEWER PLAN AND PROFILES C6.0 STORM SEWER PLAN AND PROFILES C6.1 STORM SEWER PLAN AND PROFILES C7.0 WATER MAIN DISTRIBUTION PLAN C8.0 STREET LIGHTING AND SIGNAGE PLAN C9.0 LANDSCAPE PLAN C10.0 STRUCTURE DATA TABLES AND STANDARD DETAILS C10.1 STANDARD DETAILS C11.0 SPECIFICATIONS PROJECT DEVELOPER: MHE DEVELOPMENT, LLC 55 MONUMENT CIRCLE, SUITE 201 INDIANAPOLIS, INDIANA 46204 (317) 264 -1833 Civil & Environmental Consultants, Inc. 10 West Market Street, Suite 1360 Indianapolis, Indiana 46204 -2960 (317) 655 -7777 (877) 746 -0749 Pittsburgh, PA Cincinnati, OH Columbus, OH Nashville, TN Chicago. IL Export, PA St. Louis. MO E co € t (n i_ f F _.t ;J r E € f F SITE i 4 , : o Q o EAST 136th STREET LF F i I 1 J . E - i VICINITY MAP SCALE: i" = 2000' ^'ATM �`�,P•GLE� G <�� : Q • G \ST '•�s�� ERFO• • No PE10403858 ' STATE OF o,�� fill 1111,00 DATE: F _I r SITE i 4 , : o Q o EAST 136th STREET LF F i I 1 J . E - i VICINITY MAP SCALE: i" = 2000' ^'ATM �`�,P•GLE� G <�� : Q • G \ST '•�s�� ERFO• • No PE10403858 ' STATE OF o,�� fill 1111,00 DATE: cq W �'-DN Lr) Wz� QoQ W�~ • M r%� w Ct� (00 r M� °`o (o 0. r w O co = o a o ,_ L) '0 0. to V 0 C t ;.4 .p-4 o n i 3 z � w C�d a. - 0 •--4 v & Z DWN BY: JCB CHKD. BY: EAG SCALE: 1 ° = 40 DATE: 8/05/05 W E� 0 0� a ��DQ co �Wz DW 0 0 0 �r C/) r—i H Q CEC, PROJECT NUMBER 050318 DRAWING NUMBER C 0 0 SHEET 2 OF 21 ( 010 6- V 1�- C) 00 & 0 '3 lc� 6 </', & e � 0 z I- ' 0 0 Ily C, (133) % COMMERCIAL / nFFTr-F iwii I I SINGLE-FAMILY . .. RESIDENTIAL I I W . I (R1) > -. 10 . I I . - . . . . . .. < . , 60C' 1 - - . �- , , . . :-- . RIX COURT (Rl) ... 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'- # - #'. + �j ' 0 e 11 i 1 I .� I � � - , # - : - -" 4 * I '11. '��. - , * ,1 . , ( IN FEET) I \ .I- \ :*: N.7 AC . " - - 'I-, i '� i J I � .'�' '�� 1. + * +., - . '. ".' � 4, ♦0 • � 1.,� z' ; ! 11 t, � ,. , 1 -4., ��"�! I f . ! -. 110� . , . + • ♦ # + + • • • • - I ', 4 * 4, + " * . r V - "'; t .i S 1. . .1 I . - �� c � I I % I N I � . ! -.' 1. . . . . . .. 1. + + 1 inch = 60 fts % ++* I I I I i - . I + - - , �.' ♦ ♦ I I I I ♦ • ", J i " . +4'+ \+ I - - "' " ' . '. �, 'k . I ' , , - + 4 + # * + . ,.. .- � ol " • 0 * I + # 4 ♦ I 1 I • . N ' I—- + . I "-- i ,,,, I.Ir - • * * 1. . - - ., 'r ." :1 . I �' I I �� : � . -1 . . I 11 � , I � I i I - 1� I i "� j � � '. I • .!, I 11 1 14 i I. �i .' I I . , N I - � - . .I � �* i.- i 2 1 • � , , . , I - " �'�. i I �11 . I I I . � ,,, �r , - -4--t 1 - ,� • t • + "' "� �' . e� I I . . - . : 4 , I I., I .- 4 � . I -, . I 4 �-- -- .11 . I , . , I '. �. -1 • I - . + • + " - ? I - - - "?P� af - � • , ' + * + + . I . I . i - , - , ' � ? . 14 1 ',�' '6 I. ."� I .. .1 .1 � ,. � I r�"' 4 I . . I ' . , �' I � i --, , � I z I I " . - • I I I I a , I � " 4 ♦ . � '-��' il . ) , " I - I . . . . . . . . * ♦+ •+ I, � . .. .11 t' i" , �. .. I '. �. + I "- I I I I � . 1� i .�� � - - I " I . • ♦ , I - -�' 0 I - • 11 I - • - , i I k . I �� I • . '� 1-1,1 A . . . � .'I j . - ", " .. ."� I e I t 4 i -- � ... . � �Illy I � S Yorktown Woods will be constructed as a single section with the entire 33 lots encompassed. The streets and lots will be graded and designed very close to exiting grade so that very little mass earthwork will be required. Erosion control measures will be installed prior to the initial grading of the site. The sanitary sewers will be installed first, followed by the storm sewers, and then the water mains. The curbs and roads will then be constructed followed by the fine grading and additional erosion control measures if necessary. Home construction will then begin on the individual lots as they are sold. TREE PRESERVATION TECHNIQUES_ Orange construction/snow fence shall be installed in areas noted on the plan to insure that the the existing grade in areas to be preserved is not disturbed. , 1. . -1 I . . ♦ + + ♦ + ♦ a., . * 6 . . . . . . . . "..' '" ; -� - I ) 11 --.'-1"'- �' . ! 'Y-o " I - X , �111 � " 4. - - . % I I - I 0 i . I I . . 11 I I I .11, " I , ' - I %- � I . L ' -- . �.. - - ' ki ! I 1:1-1 I - I ♦ '.' ' - I 11 �.; . . - - - % 1�o , , I \ f -e-111 " . y ! " 11' I 11 I � e 1�1 � ". , --, I - 1� I I . . I Nom' 7, - - I I I •I , . � • " k' �' .. I . +' 1. -" -, W ; Z;� I , - , . I * * .' �., . . • + + • ♦ ♦ + • "+ ♦ / I I . .. , I ,-" t 1� /' ' � ' . , � - + + * , , 4 *** * I -.. -1 I I � �.. 1, ♦1. * � * I:/ ,"'�-" '.'� I '� . . 9*V*9*V*9*9+9 * # \ � ,.. I ' - �' \ � .. - +� + + � * + 41 + 4 0.1 + + 4. . -1 I �- - I 11 .1 ,% � I • ♦ + + • ♦ • • • *'*'+'* • • ♦ ♦ • • ♦ . , .' � ' . . i 1, - * 7 , . . '+ + a. + - - I o. + - ��- I ' V�' I + * + + 4 +**+* +"+ + * +** * * 4 4+4 4 * *** +**+* , � 't + * + + + f * + a + + 4 + * I �' t \ -� " . ! � " - 4 * * WOODLAND SCRUB % � ., + + t + + .......... t I " I I . I � + * + f * # # ** * * + I I k - I I a. + .�.' .'*1 " - I , �'.�� I !, , * * •" • * ♦ * # "'o * \ - t +* .... I%t ++*+++&+++*+ .-,-,- _1P '. el C, -f - � - I " 0 . " -'� + + *** 4 4 + * * * , 4 " * + ♦ + & ♦ + - - " , . t i I t**+*+*****+ **4#*-6* \ , �" \ �- * 41#* ♦ - -1 � 1. . .! '. . I PRESERVED WOODLAND • • I • ** • • • I � ,�Y' i--'.- I • ♦ ♦ ♦ ♦ • ,- , � � 4+4** 1.55 ACRES TOTAL I . + • 6 + +*a"+ - 4.++ + 'j- I % . - ', . , I - I ,� i 1.1 \ 11 1� + # + � . 11, " + + . - 11 + - I . I 1. ♦ *,* • ♦ ♦ ♦ # * * + ,�. ' I., . . + + , -, , -. - '. k � * " * / I f� i. If '. 1. - ./ I # # * * # 0. * . I I r f . - - � 1� 0.95 ACRES TOTAL 4 I 11 --l-, . + + # # a . ' . I / *# " N� * \ I -� ' 11 k , _,-- - ?I . • * • * � '.� ' :� 1. . - '�� , I 'j * %, - '�; ! ' � ��.'.' ; � I . . ... . . ♦ ' "- - . . I I "- 11 1: - - * " t + 4 -�q,7 . ' I .1 + " . 13; 1 , CLEARING � I � r� . 1 I - - I I I I -t- '-' y : U - - ♦ 'Lf ♦ /A - ♦ + I j 14'.'..1- - ♦ 4 + + 4 ♦ ♦ 4 1 - I / . , 4 4 ♦ + . 1-1'- 1 . - 1- , , '- '4 '-".- '. - '� I 1_1 � �. % ... '.- '-1. . .... . -." I ♦ ♦ • �� - 4 I - -�:"' -1, -- a - - I . - -" 4--, , - - "I-' / 000, 'e's - .- . . �'-v' / ./ . 11 1v '1.r. �':.Ie' ".� , dl I - "'? 11 11 � I . . I . 1z' 11 � 11 � '/ �.' . 1-11 C�"�.�' / "I "I I 7 I .' � . , . I , . -`� I -: / '- I 1-11 / j , � .1P / I * * + # + I ♦ ♦ ♦ ♦ ♦ ♦ • PRESERVED WOODLAND 1.95 ACRES TOTAL 45% CLEARING / PRESERVED WOODLAND MATURE 1.00 ACRES TOTAL 15% CLEARING DEVELOPER: DEVELOPMENT, MHE LLC 55 MONUMENT CIRCLE, SUITE 201 INDIANAPOLIS, INDIANA 46204 (317) 264-1833 ENGINEER: CIVIL & ENVIRONMENTAL CONSULTANTS, INC. STREET, 10 WEST MARKET SUITE 1360 INDIANAPOLIS, INDIANA 46204 (317) 655-7777 su�vEVOR: EVERGREEN RS, LLC 234 SOUTH FRANKLIN ROAD INDIANAPOLIS, INDIANA 46219 (317) 353-6161 I ,� * il.- - G L Q& ,f* * ** ��p S *** oSTtW909 44110* 4� 4�� 09 ;� - 0,0► 44j **�� 00 aft • •0 ft" 0 N °- * 0 so = : PE10403858 *0 * = No 0 a" 0 0 Do STATE OF * 6ft 06 • ':� '0 0 & &ft • 0 4% 4 - *'* 00 * 4 0 -P 0 0 '�-/ #** , too 0"" *1V1)1A1A"9"# *��Z-��** 0* 00*00** • C.) 10�t �� %:w 1�e 'S/ONAI-0 'O'� ** . DATE: -ft I I I I 0 Q 0 M 9% * r-01 d IM3 a� 0 I 171- P-4 0 114- E Cn to %.Lj 0 -5 0 V- V.0 1 C.'�4 N I' C'4 1 0 < . I to CL .#..p 1* -4- ---- I &..I 0 0 .30 1 --% ft 1----q qzt .6.(o j16'1t (%,,O CL X - -0 C 0 V) () C; �.� �.� �:2 = I CD a ��o� 0 �UQ ;..4 ;%: .0 Y r%% a. 0 (24 9 P=4 0 C n 1-� 11�� V- = U PO - d M . :3 t/) F4 U) A (zi �-� z .'&'--,', = <L) s- - .a V) 0 a- 0.4 P-=4 0 > a pwft4 z , ;> Qz<� 0 Wiz--- - � - � - - - U - -14 - - U 5 i DWN BY: JCB CHKD. BY: . 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I 1. -1 I (P � -::001 q f I 11 I I'll, I i ! � I I I � I ! � I I I P Ill i t I I iI tT t � , (-.0,1 , 8" WATER I --`N"1 7 s - (1, [ 835:9 � ,I � Z I - ! i .. is, .e � - I ! J I � TT CON E 3 i Si, 1 � . I i-O co 0 I I . � A +00 � I I I , i . ;U �, 01 0 : qt f 5 I . ; I � .� I � - : i - t I I e I � 3 . I . ,11 I V- � 1i ...'..., � . -� , f :" ; 5 � , I : : I I � I ;. ! 1, cli .1 ; ''........'....- I .. i 11- . I 1� i / � Z .., .1, � I i, , , 11 I " I- 11. I I �i � - , . I i i , ",-1, f .� , , : . I . . I I , , "'"' , . I " 11 I ; I -k ., I . � ; ....... .... . L . 1�� -- • ... .- i � ,-'k-- q -- �.. --.....- .. .. ........ 1 11 ..''. i I , � I , 11-1 ., ; � � -.. �. .. -- - . . ! I - I 10102 1 � AREA LOCATION MAP Im 0161 SCALE: 1 " = 2000' -�-L i M % -- -- ; . i� DEVELOPMENT SUMMARY I -.11-1- C\ - U SANITARY I I IN) . - � ; . � k . JA � . 11 I � - �.. , , , I 11 I . ,- 01 " �� , I I 11 . � I i I , , � , -.- I . -, I 1, I 1, � 11-1, ". I/-- 1--7 , ,- ,------�--,---- .1- -1., - 11 $ 8 I I � I , I o I '1-1- .1 i � - I I - r I I . ,4 I . 11 i - 1�� -1 1.i-__1/ SP ! F. F ! E,.' - � ti , 1 9)� "I �� : . . � -�11 - � , � t " ' �-, q C"', !, 836.80 -7 'i I.- ... � 11 cl-i I \, I- t I �,, .." - -, . � 834.60. -! ' !ll . - 11 4 11\ ' , . I . I . - -- `1 'k Z - 1. : � , 0 Township 18 North, Range 4 East at a point on the East right of way line of State 17 � re'7 V- % I 11 - i - -1 I .1, J i k - , � � --,�N! � � (6 / / 'O" - , , � - � p I I I - , I p � I r - " , I - - I I / OCY �� ,% \ , . " - �,--i . . 0�1 \ . 10 / Rood #431 and on - . - I., , .4 ,.-.� , I �i : ,I I e North line thereof; Nl., , \ .,- \ � i 11 I -- I i ) I F ' .." �, -11 '. "I I � 0 - ----- � - - , .. . . �, ; � .1 thence continuing North 89 degrees 14 minutes 55 seconds East on and along the I-a, -,/-I -,-,�,�,, ", I i! ---,,I- - / = \IN ), � 11 t :. --- 14U F. F, E - ,,, I I � t I " I , rz / - % ,I I . , / I North line OT said Quarter Section 1110.33 Teet to a round stone: thence South 00 degrees 16 minutes 40 seconds East 623,00 feet to an existing iron pipe and the North right of way line of the abandoned Traction Company right of way ; thence South 65 degrees 37 minutes 15 seconds West 422.90 feet on and along the North line of said abandoned right of way line to the Easterly right of way of State Road #431; thence North 50 degrees 39 minutes 55 seconds West 155.25 feet; thence North 44 degrees 00 minutes 05 seconds West 300.00 feet; thence North 42 degrees 16 minutes 55 seconds West 100.04 feet: thence North 45 degrees 35 minutes 10 seconds West 108.44 feet; thence in a Northwesterly direction 189.93 feet along an arc deflecting to the right and having a radius of 5679.6 feet and subtended by a long chord having a bearing of 43 degrees 02 minutes 35 seconds West and a length of 189.93 feet; thence North 34 degrees 48 minutes 35 seconds West 219.31 feet to the North line of said Southwest Quarter and the place of beginning. EXCEPT that real estate conveyed to Board of Commissioners of Hamilton County per Warranty Deed recorded as Instrument #200100073740 in the Office of the Recorder of Hamilton County, Indiana. Containing after said exception 12.40 acres , more or less. Subject to and Easement for water lines granted to The City of Carmel by instrument recorded July 31, 1985, in Book 3, Pages 39-41 as Instrument No. 85-10715 in teh Office of the Recorder of Hamilton County, Indiana. Subject to an Easement for utilities granted to The City of Carmel, Indiana, an Indiana Municipal Corporation by Instrument recorded July 3, 2003, as Instrument No. 2003-64122 in the Office of the Recorder of Hamilton County, Indiana. I TOTAL SITE AREA = 12.40 +/- ACRES TOTAL LOTS = 33 33 LOTS - APPROXIMATE MIN. SIZE 60'x 105' PROPOSED DENSITY = 33/12.40 = 2.66 +/- UNITS/ACRE PERMITTED DENSITY = 3.73 UNITS/ACRE (SEE OPEN SPACE PLAN) TOTAL COMMON AREA/OPEN SPACE = 4.87 +/- ACRES OPEN SPACE PERCENTAGE= (4.87/12.40)x100 = 39.0% SUBJECT PARCEL ZONING = R1 (RESIDENCE DISTRICT) , �,' 11-1 -� - -1 i I -1 . I , / I I I b . I ! " - 'i��,---, I "I CP - 0 � 1. , t --, - 11 834.60 -� - , , (- I I 1?50.. .- -, , - r� � -* 1 555-,�----� i--l" � I . .11 i I? - 0 1 1 , -y - I I 1 7 .......... ; ... � , i - 0, N , � ' -I, \ 4�,�)N I N\ * '6 ' I F.F.E. = I � I \\-S" SANITA � -.- , 0000 I -" - , " � " I I . ". . , I I 0% -11� -1 .. .� IL --- - . �. �� _ , - r -., -, . I .-- 1- -� / G 0 1 ---- ..--, -, ,,, �� k . .-I - . . L- -- ,-, 'I, -,, 1, 71 " / , I I � . ., --11 �> "--- � " I I.- I I /r, Ov - - ....... 8-34.10 1 N, "I -.. DEVELOPER: � . y 6f) '--,-- G - - ,", -1-1� �1, .�. --, � - \ 41, ', - >---'*' 1-2 r lb 00 �,O�-. -,"., -' MHE DEVELOPMENT, LLC ... 1 4 \ I . -\O-v / * q:1, , -- *d) . 003 L, ,�, �- ,- .�� � '1� � , - -, �--'-- 1- . �. " . , - 11 % �-, Is 1.11 1, = - '. -1 ", .1', 55 MONUMENT CIRCLE, SUITE 201 '. \ / "I 0- CP -- " .I- , , -,,,, . � , � -"..%. "L 1\ 3;r- I - F. F. E, = I 0 & �.,, -.,-.- -1 I , �. I " - ,,, - INDIANAPOLIS, INDIANA 46204 1:1 , - p 11 11 )\. ,- "/ - -00 � -, �- � .- - " _-, N ((� -` -,�� D, � - '-- --,.., 1 -.-,. (3 7) 264-1833 833.6,10- ::�� - -,. I--,-, ,-. -,� �1- ,-, " � \ ...P, .. , -,- I -;' �,- ,---,- -- - -1 I I 1-11 .. - 1 13 r, N 100 1! , - ,,�, - ,> \,�.r ...... -�, 11 . .- - - . ,11 --. I -,".1- -,--- --11 -,-- -, = -1- - - aoe - - - " .1 -F. E. . ." ,� 1--", 11 � --- Fe 4 -, ,�,� - I., ", ENGINEER: ..... -- -- 0 1 ,-, -, \ --- ----, � �-,--o "' .,- �� r lf� !P ..,-- -11, -- --- � .-, I --' CIVIL & ENVIRONMENTAL CONSULTANTS, INC. � - - . . , , . I- . CP ., , � N - - - - 3r, '-1 I , . " I � ., 10 WEST MARKET STREET, SUITE 1360 , , . � �> \,\ .0 , \ 1I.-I'll, 8,33.70 . �, \� �00� , --� ---" "� %. . I ,----, -- a, "I r ,,,,, I , - - , -- 1 t, , - I , I , 07, - , I -.1c'-1 \ �� 14 . \ "I 0 ..., �, O." , %CD . 01661"11--. 1.�,, ,----" -���', I 1�1 I 1, , c INDIANAPOLIS, INDIANA 46204 , , --, I i% 1, " / --�' r �. . -- .1 �., "', - " I " , �- I I .1 '\ � , M.- I . " 1 (317) 655-7777 11. I , , - . - -- I ,�,.- 11� ,i " � �- . • 6,51 ,�-1 0, -, - N� .r I I 11 (� Ve -�r --' ." � \ - - *N\ \111%, �, 1�, .,.F. F. E 4 = . --: '�Oe '11 ; J\% "., I . . �� 0 7 .� ., 11 0 -1, � .1 , T 7 , , \�,O� -�Jolc;�.- �- - I el , CP ,." �1-1�-, -',"' (b6 , N!) ., ". �, \\., �', "'t" 834.20 101\,-.1-1- I - ." -,�- 1�, 1�,�,, .,p I . . ". , I . 0 . , lb �1, 11 1�1 , - , , 11 I �,, - 7 . I �\, -"-,. I " \�, , .. - - - W , '-- ..... .. . , . .., I - , -..", 1 -4-- -.--- ; -, 1, """ " 11� � "I'll. ---- '0'1 , I I I , , I """ C I I/ O'. - . �� - I , - - 11 �, 0- , ! ,� , �� C, )� 0 1.1� 1�� / � ,oc " 1 .5', y" �.'\ `% 6 1. , ; I I I � '. , I � , 'S ,,\-, "I . 11 - " I I .: 70 I N �?- , N ;;00 S, :55�- " , �� , ..., -�-, ,� I ,I ��- , . �, 0 1. " �5N , . ", 11 - k� , I, ,,t."� ,, I , 1, I .� , ", \ , . " • I " - \ 11.1� I , I �, � '11-, , "� � I �-,, . �, N. W� . , "I ,; I ,� . -\,� I , 1k - , 11 , �11".,,r- , � I -,� � 'N % -�, � I ,--,� \� - �, �� -1 ",/ ,----' - 11 -" Ar" ,� '-,.� . , I , .. -, � , - � I --,,'.-, 1, .* " "' '�, ,. � , - -,,�, - - , "' -- '11, � , I -, ,. - , _-< "I 11 I ",,-�,- ,-�-`��'� ,� 11 \' I , .. , \ -, -, I,,- ", .1 -- Subject to all other legal easements and rights of way f record. '%, � �, \, " `--, ,-.��"",�. " ,�',' -,�'J I , y �" . ,,... 1\ I .. I -,. . : " , , , 1 kdruUM/Arrilk-.# ot t5UUI\JU/AMT INJU I t= ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER A BOUNDARY SURVEY PROVIDED BY EVERGREEN PLANNERS, L.L.C., PREAPRED FOR CIVIL & ENVIRONMENTAL CONSULTANTS, INC., DATED 3/01/05 (JOB #: 04-15). CIVIL & ENVIRONMENTAL CONSULTANTS, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS, CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. 0 .1%, �, 1, G L E/,q"##-#, ** 0 11�1 4� .0 % N *0 . .. 4,� �0 , .�. 4Q- .. G\S 1 4 � 0. ;��-'.o *0 ft. 44i - �� �6116 • - 00 4% . 11 &M 0 00 NO • No = * - PE10403858 I * = sm go I. STATE OF : Z ': -o -. g 4t. %w 14-00"PO�Fe�e,V,DIAXA0-0G \��,,- '� '9/0NA1-0 % %10** DATE: � - --- -- - 0 0 0 M W.. En . 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V , - I ; I �-_,�;, %, %, , I . - � I !mil ti . . 1, - i __ I , -.�� - 1. . � � `..e �'. 11 ti \ '-�.-,..- i - . - 4 1 1 � - _1 - - , . k I ,11_�.�_ __� . ", - , / (" ., _ 11 % I- k - %, �,! 11 I '' . �, C " " _., 1. 2 10 , 11 __ - - I " " � 1, C?_ , , _1 f - - ,-- , I It - , ' P S - '. 11 11 I , ,'_ I '11;0'10 )11 , \ a A 1 0 '\ 11 00" EB k f . I TOTAL SITE AREA = 12.40 +/- ACRES TOTAL LOTS = 33 33 LOTS - APPROXIMATE MIN. SIZE 60'x 105' PROPOSED DENSITY = 33/12.40 = 2.66 +/- UNITS/ACRE PERMITTED DENSITY = 3.73 UNITS/ACRE (SEE OPEN SPACE PLAN) TOTAL COMMON AREAIOPEN SPACE = 4.87 +/- ACRES OPEN SPACE PERCENTAGE= (4.87/12.40)x100 = 39.0% SUBJECT PARCEL ZONING = R1 (RESIDENCE DISTRICT) I ,- � , 1. I , lk\ 1 I" , I ____ L , , % I , " I I - , - " . , !, ------ - - -, __. � I 1, r �. ,. - , 11 o ", , I " I I I , I 1. " _,� "I ,-------- I - __ , - , - �_ ,,, _ , _ I , � \i - � I - "I N 11 k/. I \ '.1 I , __ I % I _ I . 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SHEET 5 OF 21 t I I .SEEDBED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH, WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED, IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. RANKING; SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAYi 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE WHEAT OR RYE OATS ANNUAL RYEGRASS SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL I DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5,5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 " TO 1 1/2- DEEP 1 NEEDED 2 U 5 .12 SPRING OATS 0 } �. COVER SEED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 0? 1 ANNUAL RYEGRASS CREEPING RED FESCUE 1 15 w 1/4" DEEP TEMPORARY DIVERSIONS WEEKLY, AFTER STEEP BANKS AND CUTS Z N 15 .4 5.8 -7.5 2 _ 2 KENTUCKY BLUEGRASS 25 .6 W U � W SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABILIZE. 5. TALL FESCUE W Z UV 2 1 SOIL w� �M ZU y. w W? ZZ o� " i_ ZQ 0° SOIL 40 CONDITION Q° � p N 1 w z �° o J 0 w w TOLERANCE WET NORM DRY GEN. SOIL SPRAY W o U 1- TURF TYPE z 3= LL z w� CREEPING RED FESCUE FESTUCA RUBRA 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S KENTUCKY BLUEGRASS POA PROTINSIS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT TALL FESCUE FESTUCA L. ARUNDINACEA 2 1 1 1 1 1 LOW 1 24 -35 24 -36 5 -14 T PERENNIAL RYEGRASS LOLLUM PERENNE 2 1 2 - 1 2 MED. HIGH 2 15 -20 12 -18 5 -10 MT CROWNVETCH CORONILLA VARLA - 1 1 2 - - LOW 1 5 -10 24 14 -21 T RED CLOVER TRIFOLIUM PROTENSE - 1 - 2 - - MED. 1 7 -10 18 5 -10 S S RANKING; SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAYi 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE WHEAT OR RYE OATS ANNUAL RYEGRASS SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL I DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5,5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 " TO 1 1/2- DEEP 1 NEEDED RED CLOVER 5 .12 SPRING OATS 2.3 LBS. 3 BU. COVER SEED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 ANNUAL RYEGRASS CREEPING RED FESCUE 1 15 1 .4 1/4" DEEP TEMPORARY DIVERSIONS WEEKLY, AFTER STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 PERMANENT SEEDING WATER AS NEEDED SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABILIZE. 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 EVENTS AND AS EMERALD CROWNVETCH** 10 .25 STRAW BALES WEEKLY, AFTER STORM LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 STORM CREEPING RED FESCUE 40 .9 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 N/A TURF TYPE AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES 8. TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. SEED TOLERANCE CHART SEEDING DETAIL NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** TEMPORARY SEEDING DATES JAN I FEB I MAR I APR I MAY JUN JUL AUG SEP OCT NOV DEC PERMANENT SEEDING DATES JAN I FEB I MAR f APR MAY JUN JUL AUG SEP OCT NOV DEC IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** INCREASE SEEDING APPLICATION BY 50 %. * NOT NECESSARY WHERE MULCH IS APPLIED. TEMPORARY SEEDINGS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY EROSION CONTROL SCHEDULE SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, EROSION CONTROL MEASURE TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. EROSION BELOW THE BLANKET. TYPE OF SEED 1000 SQ. FT. ACRE REMARKS STONE ENTRANCE AS NEEDED STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: SILT FENCE MAINTENANCE REQUIREMENTS: PRIOR TO CLEARING AND GRADING WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1 " TO 1 1/2- DEEP EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 3, REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT EXISTING INLET PROTECTION SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP PRIOR TO CLEARING AND GRADING AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TREE PROTECTION WEEKLY, AFTER ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY EROSION CONTROL SCHEDULE SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, EROSION CONTROL MEASURE TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. EROSION BELOW THE BLANKET. MAINTENANCE 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET INSTALLATION SEQUENCE COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. STONE ENTRANCE AS NEEDED STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: SILT FENCE MAINTENANCE REQUIREMENTS: PRIOR TO CLEARING AND GRADING 2:1 SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 3, REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE TEMPORARY SEEDING WATER AS NEEDED 6. PROMPTLY REPLACE ANY DISPLACED RIP RAP, BEING CAREFUL THAT NO STONES IN THE AFTER ROUGH GRADING SPILLWAY ARE ABOVE DESIGN GRADE. PERMANENT SEEDING WATER AS NEEDED SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABILIZE. AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY APPLICATION SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. EROSION BELOW THE BLANKET. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET ACTIVITIES AND REPAIR IMMEDIATELY, COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: SILT FENCE MAINTENANCE REQUIREMENTS: 60 DAYS 2:1 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. EVENTS OR HEAVY USE. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 3, REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 6* HIGH, 12' WIDE GEOTECTILE FABRIC TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS: 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY FILLED WITH No.2 STONE. (FABRIC -NUTEC REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3NW SILT FENCE FABRIC OR APPROVED EQUAL) 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. ONE FOOT OVERLAP 5, CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIP RAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABILIZE. �1 3 SEEDING _Iill 6" MIN. TURN DOWN lu IIII =1111 EROSION CONTROL BLANKET IIIII (NORTH AMERICAN GREEN OR EQUAL) EXISTING GRADE NORTH AMERICAN GREEN TYPE LONGEVITY MAX. SLOPE APPLICATION S75 10 MONTHS 3:1 LOW FLOW SWALES DS75 60 DAYS 3 :1 LOW FLOW SWALES S150 10 MONTHS 2 :1 MODERATE DISCHARGE SWALES DS150 60 DAYS 2:1 MODERATE DISCHARGE SWALES SC150 2 YEARS 1 :1 MEDIUM DISCHARGE SWALES C125 3 YEARS >1:1 HIGH DISCHARGE 5WALES 02 EROSION CONTROL MATTING DETAIL C4.1 NOT TO SCALE 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". THE BLANKET SHOULD NOT BE STRETCHED \� BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT, f�.. "- "'`'cam �,�"'�`^--•• -� ROL BLANKETS 4? OUT IN DIRECTION OF WATER LOW. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET, 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6" IN A "SHINGLE EFFECT ". 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. IN HIGH VELOCITY CHANNEL APPLICATIONS, B La W THICKNESS d 50 CHECK SLOTS SHOULD BE ESTABLISHED -- EVERY 35 - 40. THE SLOTS SHOULD BE 6 ' WIDE BY 6 DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, C THEN BACKFILLED AND SEEDED. 01 EROSION BLANKET INSATLLATION A C4.1 NOT TO SCALE 6* HIGH, 12' WIDE GEOTECTILE FABRIC B FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) G_�A ONE FOOT OVERLAP ONTO THE CURB NOTES, 1. GEOTEXTILE UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL La STR# B La W THICKNESS d 50 18" RCP 5' 30' 15' 12" 8" C B C A SLOPE V AR/FS PIPE <w END CULVERT o SECTION > (SEE STIR. # ABOVE) RIPRAP & GEOTEXTILE UNDER END SECTION ° r- RIPRAP & GEOTEXTILE (SEE NOTES) THICKNESS SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1 K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 06 RIPRAP DETAIL @ END SECTION C4.1 NOT TO SCALE VLV 1 Ln 1Il�L 1 /1V1 \IV I V JInVILIL {., FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE iD NOT TO SCALE A x x 8 B 1 1/2"1 x C x x B x x 1 STAPLE PER SQ. YD. 16 STAPLES PER SQ, YD. GENERAL STAPLE RECOMMENDATIONS 300 275 250 225 200 SLOPE 175 LENGTH 150 FT' 125 100 75 50 25 CURB INLET RUN OFF NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY, 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 03 STORM INLET SAND '%21Y RAC-. PRnTF(:Tinm NOT TO SCALE C x C x x B x x X C C B C A A B B CURB INLET RUN OFF NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY, 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 03 STORM INLET SAND '%21Y RAC-. PRnTF(:Tinm NOT TO SCALE C x x x ol x x X 2 STAPLES PER SQ. YD. Af1111TI^klA1 C^YAI"►1 ES AS REQUIRED F FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN :1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY 4:1 3:1 2:1 1 LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. ��EROSION CONTROL MAT INSTALLATION GUIDE DETAIL NOT TO SCALE U 0 5 o3 cd N vi l�0 O r, 3 0 E-4 �I l� d'3o t` �D P..4 �-) e} 00 Q d cddiet V1 0 c a W _ pvil,UO ato a to 0 v O c `D a :E ; -4 'o �,,..� • r-1 p C M .t �Z H �v cn T a s >r, N r,a � o z H O � rT� p h� L J h� u 1 a V,1 o � �N W O DWN BY: JCB CHE<D. BY: BSC SCALE: N.A. DATE: 8 05 05 W ~ 0 C4 W W� o� u) 0 W O O O CEC PROJECT NUMBER 050318 DRAWING NUMBER cn�vm SHEET fi OF 21 000 0 0 0 0 0 0 0 0 r REAR YARD DRAINAGE SWALE 000 ■ o00 000 ■ 000 000 . 000 SILT FENCE 0 0 0 0 0 0 0 PS SAMPLE EROSION /SEDIMENT CONTROL. PRACTICE PLAN FOR A TYPICAL. DITCH %1 EROSION CONTROL C NOT TO SCALE SINGLE - FAMILY DWELLING UNDER CONSTRUCTION— SCALE: NONE NOTE: DRIVE 2 X 2 STAKES OR #4 REBAR THROUGH THE BALES AND INTO THE GROUND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BALE CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. IT IS IMPORTANT TO ASSURE THAT LOOSE STRAW DOES NOT ENTER STORM DRAIN FACILITIES. REMOVE THE BALES AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON -SITE. SILT FENCE x INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND 000 PROPERTY LINE/ DRAINAGE SWALE o SILT FENCE • •1 PS I.P. FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PERMANENT SEEDING CURB INLET PROTECTION NOTES. 1. EROSION /SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. MAINTAIN POSITIVE DRAINAGE FLOW AWAY FROM THE STRUCTURE(S). x � TYPICAL 02 TYPICAL TOPSOIL STOCKPILE C3.2 NOT TO SCALE 2 STAKES PER 0000 0000 00000 0000 00 STAKED PLAN STRAW BALE COMPACTED SOIL TO PREVENT PIPING 4 SECTION o4 STORM INLET STRAW C3,2 RAI F PRnTFC..TInN NOT TO SCALE NON WOVEN GEOTEXTILE SPACE POSTS PER FABRIC MANUFACTURER RECOMMENDATIONS FILTER FABR WOOD POST FLOW STRAW BALE BINDINGS FOR STRAW BALES TO BE PLACED PARALLEL TO GROUND STORM INLET STRUCTURE lo NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH, POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC 04 CONSISTING OF STRONG, ROT RESISTANT, \ EXTEND FABRIC \\ \ MATERIALS RESISTANT TO DETERIORATION FROM TO 4" BELOW /� \/ /\� ULTRAVIOLET AND HEAT EXPOSURE. SURFACE 03 SILT FENCE CONSTRUCTION C3.2 NOT TO SCALE ElCJ U - o ,~ cd o ow �E r" � O cn �N °tea o H u V)10 ^ � � 0 o. 0 =O cn <� "c v c vv_it�UC ~ 'a a c� ^ " Lo cn w 3� r, O W � � v a ,� z H o � Lr) ~' W 1J,1 V1 O � 0 Q W .. �w w o� c o w CD O �✓ O d- CEC PROJECT NUMBER 050318 DRAWING NUMBER ujo2 SHEET 7 OF 21 DWN BY: �c6 CHKD. BY: BSC SCALE: N.A. DATE: 8/05/05 0 SAMPLE EROSION /SEDIMENT CONTROL. PRACTICE PLAN FOR A TYPICAL. DITCH %1 EROSION CONTROL C NOT TO SCALE SINGLE - FAMILY DWELLING UNDER CONSTRUCTION— SCALE: NONE NOTE: DRIVE 2 X 2 STAKES OR #4 REBAR THROUGH THE BALES AND INTO THE GROUND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BALE CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. IT IS IMPORTANT TO ASSURE THAT LOOSE STRAW DOES NOT ENTER STORM DRAIN FACILITIES. REMOVE THE BALES AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON -SITE. SILT FENCE x INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND 000 PROPERTY LINE/ DRAINAGE SWALE o SILT FENCE • •1 PS I.P. FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PERMANENT SEEDING CURB INLET PROTECTION NOTES. 1. EROSION /SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. MAINTAIN POSITIVE DRAINAGE FLOW AWAY FROM THE STRUCTURE(S). x � TYPICAL 02 TYPICAL TOPSOIL STOCKPILE C3.2 NOT TO SCALE 2 STAKES PER 0000 0000 00000 0000 00 STAKED PLAN STRAW BALE COMPACTED SOIL TO PREVENT PIPING 4 SECTION o4 STORM INLET STRAW C3,2 RAI F PRnTFC..TInN NOT TO SCALE NON WOVEN GEOTEXTILE SPACE POSTS PER FABRIC MANUFACTURER RECOMMENDATIONS FILTER FABR WOOD POST FLOW STRAW BALE BINDINGS FOR STRAW BALES TO BE PLACED PARALLEL TO GROUND STORM INLET STRUCTURE lo NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH, POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC 04 CONSISTING OF STRONG, ROT RESISTANT, \ EXTEND FABRIC \\ \ MATERIALS RESISTANT TO DETERIORATION FROM TO 4" BELOW /� \/ /\� ULTRAVIOLET AND HEAT EXPOSURE. SURFACE 03 SILT FENCE CONSTRUCTION C3.2 NOT TO SCALE ElCJ U - o ,~ cd o ow �E r" � O cn �N °tea o H u V)10 ^ � � 0 o. 0 =O cn <� "c v c vv_it�UC ~ 'a a c� ^ " Lo cn w 3� r, O W � � v a ,� z H o � Lr) ~' W 1J,1 V1 O � 0 Q W .. �w w o� c o w CD O �✓ O d- CEC PROJECT NUMBER 050318 DRAWING NUMBER ujo2 SHEET 7 OF 21 DWN BY: �c6 CHKD. BY: BSC SCALE: N.A. DATE: 8/05/05 DROP INLET PROTECTION o00 000 am 40 (a3) PROJECT DESCRIPTION This project is located on the northeast side of Keystone Avenue approximately 1/2 mile north of the intersection with East 136th Street. The project lies within the limits of the City of Carmel. The overall site is approximately 12.40 + /- acres; however, the proposed improvements will only be disturbing 10 +/- acres. The existing site is currently occupied by a landscape company with one main building and a few accessory sheds. The cover over the site consists mainly of trees, scrub and brush, as well as some gravel and asphalt drives. The proposed improvements will consist of the demolition of all buildings and the construction of the infrastructure for a 33 lot single - family residential subdivision. (A4) VICINITY MAP The vocinity map showing the project location can be seen on sheet CO.0 and C1.0. (A5) LEI AL DESCRIPTION The legal land description can be seen on sheets C1.0 and C2.0. Longitude: W 86'7.2' Latitude: N 39'59.6' `A6) _OT LOCATION AND SITE IMPROVEMENTS The property boundaries. utility locations, roads, structures and common areas con be seen on the development plan (Sheet C2.0). (A7) HYDROLOGIC UNIT CODE HUC-14 # 05120201090030 (A8) REQUIRED STATE OR FEDERAL WATER QUALITY PERMITS There are no required State or Federal water quality permits for the project site. (A9) STORMWATER DIS(/_-,+ARG__'E POINTS Stormwater from the site will be collected by the surface inlets and then routed via subsurface storm sewers to the existing retention facility (pond) located in the northwest corner of the site. The pond will have an overflow into side -road swales located within the right -of -way of Keystone Avenue. The swales are drained by existing beehive inlets. (A10) SITE WETLANDS, LAKES AND WATER COURSES There are no wetlands, lakes or water courses on or adjacent to the site. There is a small existing retention pond located in the northwest corner of the site. (' 1) RECEIVING WAT -RS rA -N Stormwater that leaves the site will drain to Cool Creek and ultimately the White River. (a12) POTENTIAL DISCHARGES TO GROUND'vvATER There are no sinkholes or uncapped abandoned wells located on the project site or downstream of the project site. The existing retention pond currently functions as an infiltration pond. (A13) 100 YEAR FLOODPLAIN, - LOODWAYS AND FRINGES The project site does not lie within a 100 year floodplain. (n14) ESTIMATED PEAK DISCHARGE EXISTING Pre- cons truction:10 -year run -off 8.37cfs 100 -year run -off 11. 12cfs PROPOSED Post - construction: 10 -year run -off 13. 76cfs 100 -year run -off 18. 22cfs These numbers were calculated using the rational method. (�i5) ADJACENT LANDUSE The existing land uses adjacent to the site ore as follows: North: Residential West: Commercial /Multi - Familty South: Undeveloped Woodland East: Undeveloped Pasture and Woodland (A16) CONSTRU1_,TION LIMITS The overall disturbed area is +/ -3.79 acres. (A17) EXISTING VEGETATIVE COV_R The existing site is currently covered mainly with trees, scrub and brush, as well as some gravel and asphalt drives. (A18) SOILS MAP Soil maps from the United States Department of Agriculture, Soil Conservation Service, identify Miami silt loam (MmB2 - 30% Site), Brookston silty clay loam (Br - 10% Site), Fox loam (FnB2 - 35% Site), and Ockley silt loom (OcA - 20% Site). All soils on -site are classified as type "B ". A soils mop is included on sheet C3.0 of the construction plans. (A20) OFF -SITE CONSTRUCTION PLAN There is no off -site construction planned for this project. (A21) SOIL STOCKPILE, 13ORRCVv AND /OR DISPOSAL A temporary soil stockpile is planned on lot 14 of the subdivision. (R1) POTENTIAL CONSTRUCTION POLLUTANTS Potential pollutants sources relative to a construction site may include, but are not limited to material and fuel storage areas, fueling locations, exposed soils and leaking vehicle /equipment. Potential pollutants that may appear at the site due to construction activities include, but are not limited to diesel fuel, gasoline, concrete and concrete washout, solid waste, sediment, paint and solvents, equipment repair products, anti- freeze and fertilizer. (B2) S QUALITY SF-QUFNCF STEP # 1: INSTALL CONSTRUCTION ENTRANCE. STEP # 2: INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE WHERE PRIOR TO CLEARING AND GRADING SILT FENCE NOTED. STEP # 3: ROUGH GRADE SITE AND INSTALL TEMPORARY SEEDING. STEP # 4: INSTALL STORM INLET PROTECTION AS STORM SEWERS ARE BEING ALONG WITH ROUGH GRADING RIP -RAP HORSESHOE COMPLETED. STEP # 5: INSTALL EROSION CONTROL BLANKET WHERE NOTED. STEP # 6: INSTALL REMAINING SUBSURFACE INFRASTRUCTURE. STEP # 7: INTALL PAVEMENT AND FINAL GRADE LOTS. STEP # 8: INSTALL LANDSCAPING AND FINAL SEEDING. NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. GENERAL NOTE'S` 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMI ZE EROSION. WHENEVER FEASIBLE, NATURAL L VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WI L L NO LONGER OCCUR, TH E CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. (133) CONSTRUCTION ENTRANCE INFORMATION The location of the construction entrance is on sheet C3.0. The construction entrance specifications are on sheet C3.1. (134) SIEET FLOW SEDIMENT CONTROL Silt fence, temporary seeding and erosion control matting will be used as erosion control measures for sheet flows. The location, details, and specifications for each stated sediment control measure is on sheets C3.0, C3.1 & C3.2. (B'-) CONCENTRATED FLOW SEDIMENT CONTROL The location, details, and specifications for each stated sediment control measure is on sheets C3.0, C3.1 & C3.2. (B6) INLET PROTECTION LOCPTIONS AND SPECS The location, details, and specifications for inlet protection measures ore on sheets C3.0, C3.1 & C3.2. (137) RUNOFF CONTROL MEASURES The runoff control measures are the some as those listed for sheet and concentrated flow control. The details and specifications of each runoff control measure are on sheets C3.0, C3.1 & C3.2. ( OUTLET PROTECTION SP-CIFCATIONS The location, details, and specifications for outlet protection measures are on sheets C3.0, C3.1 & C3.2. (139) GRADE STABILIZATON MEASURES No grade stabilization structures were needed on the project site. B10) S QUALITY DETAILS The location of stormwater quality measures are on sheet C3.0. The stormwater quality specifications are provided on sheets C3.1 & C3.2. (B11) TEMPORARY SURFACE STABILIZA-ION Temporary seeding and erosion control matting will be used as temporary surface stabilization measures. Due to the accelerated construction timeline of this project, temporary seeding should not be necessary. (1312) PERMANENT SUUACE STABILIZATION rermonent seeaing ona erosion control matting wui de usea as permanent surface stabilization measures. The details and specifications for each stated measure are on sheets C3.0, C3.1 & C3.2. (B1J) MATERIAL HANDLING AND SPILL PR_VENTION Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stored in the designated material storage area. Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper f ue lin g p r ocedu r es Limitations: n s. O n i to vehicle and equipment fueling s h ou I d o nl y be used wh r e it is impractical t to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade area. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soils. Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwoter from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, t im be r, steel and scraps, pipe and electrical cuttings, non-hazardous e q u i P ment P a r is S t Yr o f oa m and other package e construction materials. Select designated w aste collection areas onsite. Info r m trash -h au lin 9 co n t r acto r s t h at Y ou will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide on adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect construction waste area regularly. Arrange for regular waste collection. Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be duped onsite, except in designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. The cleanup parameters sholl conform to the following practices: The developer / homeowners association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alteration to this plan. When spills occur which could endanger human life and this become primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Spill prevention for vehicle and equipment maintenance sholl conform to the following practices: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Deep vehicles and equipment clean; do not allow excessive buildup of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pons or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks of fluids and oil immediately. Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any partially used bags of fertilizer will be transferred to a sealoble plastic bin to avoid spills. Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to manufacturers' instructions or State or local regulations. Spill prevention and cleanup shall conform to IDEM form 327 IAC 2 -6 and the Southport Fire Department shall be contacted in the case of a material spill occurring . (B14) MONITORING AND MAITENANCE GUIDELINES EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING RIP -RAP HORSESHOE WEEKLY AFTER STORM EVENTS AND AS NEEDED IMMEDIATELY AFTER DETENTION BASIN CONSTRUCTION PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF RIP RAP HORSESHOE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED * - SEE CHART FOR MAINTENANCE REQUIREMENTS EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 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. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE S PI LL WAY G RA VEL FACING G IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY, 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN, 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. (C1) POTENTIAL LANDUSE POLLUTANTS Potential pollutant sources that may appear at the site due to proposed land use activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants include, but are not limited to oil, grease, diesel fuel, gasoline, anti - freeze, auto soap and fertilizer. (C2) STOPMVVATLR QUALTY IMPLEMENTATION Final stormwater quality measures will be implemented building unit is finished and grading is finalized. Sequences of stormwater quality items are described in the erosion control schedule in Section B2. (C3) STORMWAT_R QlALITY DESCRIPTION The overall design has an emphasis on minimization of impervious area and maximization of open space. The use of a wet stormwater retention pond will serve as the main source for removal of suspended solids in the storm water. Permanent seeding, the use of swales, and the implementation of a landscaping plan will help in the reduction of pollutants in stormwater run -off. (C15) MAINTENANCE GUIDELIf1ES The maintenance for the proposed post- construction water quality measures will be provided for by the property owners homeowner's association. V O Cd N O '�-� -� V) 0 O � .-N � � I Q n-� �V)N� O Zo c)W C: c ^ � 4) ^ �ou _J vu> ^Uo l� oa to v if) c° to .� 3 .� ,-.a U .P-4 v n 0 C �M t rn L ^ 4 '� W w o W v Q C►�- -t 0 L W o a w <�z c) Z H W ^ W� Z o� 1:4 c CO 0 W 0 0 0 0 qzt r-i CEC PROJECT NUMBER 050318 DRAWING NUMBER C apqh SHEET 8 OF 21 DWN BY: JCB CHKD. BY: BSC SCALE: N.A. DATE: 8/05/05 j( 1 GRADE CONTINUES AT 1.50% I s� Im � 00N N N A � � 821.75 dw am N --• 7�:t C I N{ N I Q < I � I D I I 0 m I c I 001 00 N N N I PQ PQ I W I I I I CD I I I \. 1 / 1 LAURA VISTA DRIVE i 823.1 CONCORD COURT �J B22-5 Gv� 1 G 10 Cp \ r \ LEXINGTON COURT 4� � •ti1 \`� �ri ` /i ro i Gv�' - GO vs 000 / wo doop CP \ \ �"l G� \ 824'./ \rtol� 824.95 GUT. Lp GO��� dop ��c. ..�-°' \ 825.45 GUT. G+ \ / d10 C0 OD Irol to doe 1 � I 1 I I { 7-4 l to O CO I l ' 1 7\\ CP CP i �G I LEXINGTON COURT & LAURA VISTA DRIVE CONCORD COURT, CONCORD DRIVE & LAURA VISTA DRIVE 1 G 0 �w G'> w G \y G GUT. 831.90 - GUT. 832.97 � N 831.04 GUT. 7 �R1vrc _ COVAG099 $33.28 v- / G i GUT. GUT. 835.35 1 835.66 834.23 �` 1 833.92 GUT. GUT, GUT. 835.35 1 Gv4k' wo T i / I I I 1 �I� I I . I I I1 NORTH 20 0 10 20 ( IN FEET 1 inch = 20 ft. BENCHMARK SEE SHEET C2.0 FOR BENCHMARK INFORMATION. GENERAL NOTES 1. TEMQORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. "HOLEY MOLEY" "DON'T SEZ: j "IT'S THE DIG LAW BLIND _ INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA S0 No .. PE10403858 = • STATE OF i�° •. .' �o,�� '9 S /ONAI -e\A DATE: V Ili y Co �00 O�� CN �DQ 1 � � �UQ 835.9 .�I, - - - -- —ems,, GUT. GUT. 835.35 1 835.66 834.23 �` 1 833.92 GUT. GUT, GUT. 835.35 1 Gv4k' wo T i / I I I 1 �I� I I . I I I1 NORTH 20 0 10 20 ( IN FEET 1 inch = 20 ft. BENCHMARK SEE SHEET C2.0 FOR BENCHMARK INFORMATION. GENERAL NOTES 1. TEMQORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. "HOLEY MOLEY" "DON'T SEZ: j "IT'S THE DIG LAW BLIND _ INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA S0 No .. PE10403858 = • STATE OF i�° •. .' �o,�� '9 S /ONAI -e\A DATE: V , (2)0 �00 O�� CN �DQ �zz �UQ Nz� �o wWo �CoU �W 0 z � W0Q 0 d- • 4 = 3 �1 O O 5-�1 J C N .0 w 0 HMO o0 �-+ .S' �N�^ =o .at 0 Cd 4-) c 'a L v O a c° a i-a 3 .0 n g 0 ...� O C s -rn w t 0 P2 DWN BY: JCB CHKD. BY: EAG SCALE: 1 to = 20' DATE: 8/04/05 W wx , (2)0 O�� �DQ �zz Nz� �o �CoU �W 0 0 0 d- V�i z O Uz ro co C0 H� �w QQ W�D a� H w Q CEC PROJECT NUMBER 050422 DRAWING NUMBER C 4 SHEET 9 OF 21 a Y r F 821. �— 1 0` L_�_2 of �- :��'n` i �r 'Efi78366 Li Ld oft oft 50' RIG -OF -WAY 10' 30' PA DENT 2' -0" CONCRETE CURB 2' -0" CONCRETE CURB 4' CONCRETE WALK BITUMINOUS SURFACE I,. f ` SLOPE SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN ol . q �I 6 " / / / \ / / / \ / / / \ / / / \ / H.A. SURFACE 3" H.A. BINDER - 9" COMPACTED #53 STONE BASE PREPARE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR NOTE: 0.10 - 0.15 GAL. /SO. YD. OF TYPE AE -T ASPHALT EMULSION TO BE APPLIED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE OF CURBS. TACK COAT (PER ISHA SPEC'S.) TYPICAL STREET CROSS SECTION NOT TO SCALE 4► r. \ CID �`.0 �oR�tOCo ° ;1 �► to Nh 7 �, C-4 I 1 \ i �' Q U p Zr-1 M '1 l r i o� Co � V2 '4tOp OD ALL PAVING TO COMPLY WITH 6�27 1 SECTION 401.5 OF THE I.N.D.O.T. GENERAL NOTES SPECIFICATIONS BOOK - 4 0 00 ON a , b J NORTH CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. i ' L u Q 4 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN 4' CONCRETE WALK COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 1, I___ SAFETY. { SLOPE 1/4" FT. ~I I 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ���i���i��i�� a / \ / / / \ / / / \ / / / \ / / \ // h \ \ \ CY) O O N 0 00 00 �\ 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 8'2.0 � ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. �:? r � U �S8 .C► CL Co 821. �— 1 0` L_�_2 of �- :��'n` i �r 'Efi78366 Li Ld oft oft 50' RIG -OF -WAY 10' 30' PA DENT 2' -0" CONCRETE CURB 2' -0" CONCRETE CURB 4' CONCRETE WALK BITUMINOUS SURFACE I,. f ` SLOPE SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN ol . q �I 6 " / / / \ / / / \ / / / \ / / / \ / H.A. SURFACE 3" H.A. BINDER - 9" COMPACTED #53 STONE BASE PREPARE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR NOTE: 0.10 - 0.15 GAL. /SO. YD. OF TYPE AE -T ASPHALT EMULSION TO BE APPLIED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE OF CURBS. TACK COAT (PER ISHA SPEC'S.) TYPICAL STREET CROSS SECTION NOT TO SCALE 4► r. \ CID �`.0 �oR�tOCo ° ;1 �► to Nh 7 �, C-4 I 1 \ i �' Q U p Zr-1 M '1 l r i o� Co � V2 '4tOp OD ALL PAVING TO COMPLY WITH M_ SECTION 401.5 OF THE I.N.D.O.T. GENERAL NOTES SPECIFICATIONS BOOK - 4 0 00 ON 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 1o' u Q 4 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN 4' CONCRETE WALK COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 1, I___ SAFETY. { SLOPE 1/4" FT. ~I I 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ���i���i��i�� a / \ / / / \ / / / \ / / / \ / / \ // ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. \ \ \ CY) O O N 0 00 00 �\ 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 00 00 00 N ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. S,S.D. TO BE INSTALLED CO UNDER CURB BOTH SIDES Co OF STREET Co BENCHMARK K = 25.17 SEE SHEET C2.0 FOR BENCHMARK INFORMATION. STREET PLAN 835 830 M_ M Lo rn O - 4 0 00 ON 00 L0 O L0 n O O � u Q 4 825 V) > mW, 815 Lf) Lo + N O N -00 II II Q > W V) W > >— a a rn It (6 ll� rn L0 + N OO II II Q J — �1s1— N a a N (fl N N O N + `) CO II u w -J ). w N a 5 a I / t� O� n r- I n M Lo O M O � 00 O 4 0 00 ON 00 L0 O L0 n O O � 0 - L O � N L0 Nt N N N L0 (\l N 0 o N N N O N N N 00 CO N N N 00 O O N N 00 00 00 CY) O O N 0 00 00 O j 00 00 00 0j 0 00 00 00 N 00 N 00 0 N CO 00 Co 00 Co K = 25.17 (y 805 N r\ CO O po r'i N 00 + M N7 N 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 W Q� U i 14 +00 14 +50 15 +00 m m N LAURA W VISTA DRIVE > > STREET 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. 0 0 O 07 +_ O N 00 F- I J V) W ►� F "HOLEY MOLEY" "DON'T sEZ: "IT'S THE DIG LAW" BLIND" INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA —=) 50.00 10' VC I HIGH P01, T ELEV = 824.61 0 Lo HIGH POINT STA = 12 +5 .26 PVI 15TA = 12 +50 Lo to N N Lo o PVI �.E V = 824.75 (�' `� 00 + 4 A_ - 2.30 N N II it N N 00 Co = 21.74 J .. .,_ .. C >- j > N w m m > > W W CL Cl REVISION RECORD REV DATE DESCRIPTION IDES BY F P BY SCALE: 1"-50' r) 't L6 'd' N + N ur) C)o Q J - -w a a �t0 rul) 00� tn� I O0 n� O� d �tN 00 mot^ O0 ^� O �0 O 7� ►')� It N N NN N tr) (V�`) N N`t N`t N`t N`t N� N NM N� N`t N N`t N N`� N� N N ONO ONp N ONp ONp N 00 pp N 00 00 N 00 N 00 N 00 N 00 N 00 00 N 00 N 00 N 00 00 N 00 00 N 00 N 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 LEXINGTON COURT PROFILE H OR Z.: 1"=50' SCALE: VERT.: »_ Existing Grade New Grade 1 - 5 .• 830 825 820 815 %11 LOW POINT ELEV = 823.85 LOW POINT STA = 13 +52.17 ._50_00 Q, v � PVI STA = 13 +52 -92373 I VI_ECEV = A. D. = 1.991 K = 25.17 (y CO m + N r\ CO O po r'i N 00 + M N7 N 00 II �I 00 &i W Q� U i w U U m m N J W W W > > � 11 SCALE: 1"-50' r) 't L6 'd' N + N ur) C)o Q J - -w a a �t0 rul) 00� tn� I O0 n� O� d �tN 00 mot^ O0 ^� O �0 O 7� ►')� It N N NN N tr) (V�`) N N`t N`t N`t N`t N� N NM N� N`t N N`t N N`� N� N N ONO ONp N ONp ONp N 00 pp N 00 00 N 00 N 00 N 00 N 00 N 00 00 N 00 N 00 N 00 00 N 00 00 N 00 N 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 LEXINGTON COURT PROFILE H OR Z.: 1"=50' SCALE: VERT.: »_ Existing Grade New Grade 1 - 5 .• 830 825 820 815 %11 DWN BY: JCB CHKD. BY: EAG SCALE: 1 to = 50' DATE: 8Z4Z05 "HOLEY MOLEY" SEZ: "DON'T "IT'S THE DIG LAW" BLIND" INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA C9 O N O +N 00000 835 V) V) o 825 815 65' ::a-:002: 8" SDR 35 p00 '* N 1- N O) -i-co NN� o II 00 00 II u n� a Nzz0 INFRASTRUCTURE NOTE ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY'S CONSTRUCTION STANDARDS. CO LO 00 °N = 11 oC) V) V) H?O t 112 2.5 I 09; gh SDR I 98' BENCHMARK SEE SHEET C2.0 FOR BENCHMARK INFORMATION. GENERAL NOTES 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H•A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. NORTH 4, ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE STARTING UPSTREAM MANHOLE, (MH) 5 WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE 7 1 1 '8 'Sr SPECIFIED. L Y 33 f 30 V 33. 33 k3o s , ' 90 ,__ //,�( 6. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) ;f ` ` - �r ,r'' 1 ► ; 3 FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE .� ` LOT, WHICHEVER IS GREATER BUT IN NO CASE SHOULD THE X31,8 3 /1.3�.� D OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO EN THE BUILDING LINE UNLESS NOTED OTHERWISE. THE END OF u3l�s � \1 - ���- I- -1 CO CO� �� THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED $5).�L V 9 1 AN 1F q N /pyR o j �f 8 +,i 1 rQ r " 8 �•. , b`3 •F' ` v 83 F, 83 • F - 8� ?� 834 ' 60 i 6 80 c l p , G p F 83 � " 83 .1 C3?- .� I 1333.? • . I 8 7 1.7 2 : 4(/ No * : PE10403858 : * STATE OF P• � CONNECTION TO MAIN SEWER WYE & LATERAL CAPPING DETAIL SANITARY MANHOLE No 10 PRECAST REINFORCED SANITARY SEWER SANITARY SEWER SCHEMATIC 50 0 25 50 IN FEET ) 1 inch = 50 ft. DATE: REVISION RECORD REV I DATE I DESCRIPTION IDES BY I APP BY SANITARY SEWER PLAN SCALE: 1 " =50' tLn co +00c6� 845 845 Ln Il_00 II 00 A 00 rn + CO �ZO � co co 0 co II II . II II NAM 6 p �o�0`tN cncn •zzo +��'� oo�, 840 ocov� rnw) N rn +00 Cq 840 zu �_!I I NNn +�� - -- op+ i N n F.i w +000 '` . a i. II Z NI=Z� � II ,r- 11 11 ��� � (/) 0 .O •a .II <(3 v)cnh?O 8 835 35 830 830 i SDR 3' ! pVC 118 2.SOq g» 1so' 825 I.00% ' " �R 35 p VC 825 S �_ 5-PVC, ' . 46' -. � 1 0.459; 8 SDR 35 PVC 134' 1.009; 8 SDR 35 PVC g _1 09'. _._ .. 8.: SDR 3-5 pVC 815 10+ 00 10 +50 11+00 11+50 12+00 12 +50 13+00 13+50 14+00 14 +50 15+00 15 +50 16+00 SANITARY SEWER PROFILE 10+00 10 +50 11+00 11+50 12+00 12 +50 13+00 SCALE: , kfill VERT.. 1"=5' Existing Grade New Grade Gronu a r Bac • DWN BY: JCB CHKD. BY: EAG SCALE: 1 to = 50' DATE: 8 05 05 DWN BY: JCB CHKD. BY: EAG SCALE: 1 to = 50' DATE: 8 05 05 V �00 qj- d- Wco z aUQ wWo Qz� W0Q xLo� U O cd „J O E cl) M� O— ^N Ud i� a O -� ) o -� � V (,D -- (1) c: to v.N�Up" O v c iDQt r �1 Fez w .o F- N w v t � v P-4 z 1 a DWN BY: JCB CHKD. BY: FAG SCALE: 1 9.9 = 50' DATE: 8/05/Q5---1 W cl) x (2)0 00-4 ¢� �]Q ZWz0 co a OW x 0 0 0 <r W a W O 0� (14 19 z a W W 5r� Q4 O U) CEC PROJECT NUMBER 050318 -- — __ I DRAWING NUMBER C �Jo� SHEET14 OF 21 U c\j o �Fcq Wco z �UQ O�z aUUj WrzjO QO¢ w�Q Lr) Lr) U tl2 vi � 0 0 w J N „Q v ' E M�N � � 1 Uo Q 04)1 a o V' to pm o ...:mot �O o- Cd a -+� to ,° c U.Y� co y c to Qs ;,4 ^av • p.4 O C - � rn az N CL c a r-4 z . p-4 U DWN BY: JCB CHKD. BY: EAG SCALE: 1 " = 50' DATE: 8 05 05 W Q� 'DQ z ZW� ��w OWE Hz� �W 0 0 0 d- W W a new d a W W O E-4 U) CEC PROJECT NUMBER 050318 DRAWING NUMBER c(sal SHEET 15 OF 21 -ji rz. !r 1 : / Y , _.._ •• : ;.- - -' _, --- -- ,,..,- ' i �,%- : Itdi! It�l ELE'tl.'w8t��3.`7� ��- "'I�1r�) 1. 1! ,r -'_ ^._ -:_ .. -, •- .:- f,: _! t" _...e• - -" �' � 'd ��VY OUT i..., LL: Y.. :�3'�s€�.�8S��'t- 'i� "I�t1i�L+� ._...- _ LAURA-VISTA' _ � J > EX. F.H. N. WATER MAIN ,.. — , / 1- -SUBDIVISION � �+ 05 111 3 I U4 6. _ �_. _ — K--� -- _ ,.. _ _ R r Y ) Fy{ N -' , -- -. -�:, ,� ." .' ,'' '• � _.' ° -'` .- .. _ .� _ -.. .._ ''.� —tea �w !: 4 � 0.3 i W _ _ Is _ �........... aw _.- ... � - __ ---- .,. _. -_ .. _ ., r f N 'tom i r' f 16.91 _._ ... _ - - - -. � _ _,__ .. •_ _ _ _. - _ . •', r> 1�° _ II^^ Vi 313 W o � V7 Iw w ,+ I 3 7 - - z s ti , a , t � F n ' - _ _ __ . - - -- __ ,.:.,._ ._::. :: ` IW � - - _� _.. -_ _ _..- .... _-" -- -" _ ., .. _ .. ___ t� a.. Ifs a w M i 11 3 _ f Br =N 38 • I i : , _ _ ,.,�, - ._....,__� _,_ °- : __ , �. ., _- _ __ i s�$ IN t rte, _ i Ch 16.9 •1 CD FF2 -1 " , �I, t �� ' ' +`;:,s'.t,'z: , }`•�+ -' ���� ,tom , r, f r (� r , , F i , • .' 1 _ 'st : , Y i ?f ,, i E xlst�na P o } , , .e N P 805.7 2 25 0 , �- �� ____•�___ -_,... � • �t , - 4 , - • ~ �7 ` C , ,?„fit, ... - _ Q � •� ;. � - O S• 854. � 8 } 7 WATER i. 4 , E. I , _ Y/ r_ , I3 I.00, .1' , t, 3 r F 4 t , t t t•, .?{ - t - : '1 Cam' - ,..�'y y�� / o r _ •1 1 i r s ' r . a , e V. •r. - > (`7 ( T / : , 1 ,p1 0 I' , , f y S _. , , J30" ,Nit kti I I , -" , , - x,1'..1 , • s •- , �r , , , . + �G t - � • `�, • =; ` . • , F .�- - ,i rr � 0 Ease / rdnted The City of Carmel ' recorded f , t , / k I No 2 00 300064122 as.lnst 28 ' > ` a 't y - , , 'I s I .. .' -° _'' -' � F i f k '� � �/ .`• �� - ���� � /.. -{� / ,",� ':.f Y,t�i. ..i` � r `� I .... ,r3 �"' .. i:j:,:j % Z ! t t. t i , i .. 3 ` O � t, l I i � ` � -�J w � ,° a � •�-� - ' t � � 4J 6" WATER 2e - 7.48 - 17.80 ` 'I , • :> , , � ., � � -, , \ \ .� /• •. ,;: f •y i _ rya" Y 5 •. _ ':r' � ;� _ / : � I F op 7)24)? --W , d COD 01 IX-h , 1 , t 4 / �i , _ 41 s ✓ 'I L o� f to ., YJ 'l ` yv ' -\ ., ,� •,, ,, -.' " -� _ � it � // �, ' ea• '� �� O to .0 cp.\ , , , : Q ♦, �� � �'� /� �E/ �–�3" SANITARY : s , - _ , , .�- / t F _ J WATER— 25 ^O > ' � l O � / WATER -:l VV IL- / 0000 ; I , a r ,y 1 Ja ?".. -. 0 ` 1 ' r �.�'•, j + j�..1 -',. � r� r rt �, � � %'- / - ,.�.---- •.•_'°- `.. ---: • New Limited Access 1 o a ,= � try-/ � . F 10007374 � % �= t , 1 � / � � � � 15�s r Inst. No. 200 0 _.��1 u� _� �" ,F �f. lJ � t� ,� a per � Limited access---does NOT p y . >. .._ . r _ �• \ \ �� � � � 82 53 course) , , , - , , 15 � ATE R F ' O/ S / , S HOLEY MOLEY 6 1 W SEZ. O T "IT'S t - -Flt_ ' f t ` h DIG LAW BLIND / „ • r- : " o 0�0 lee , , r - , y r , s' _ K /' t •' / 1 i ,.,. ', - -, - -., _- �j _, ...�;: .�` _; :'. ,•'' Val 'r �.'.. i , ' e - �- '��-' `• � � cS; `- : 10 ICE INC_ INDIANA UNDERGROUND PROTECTION CTION SERV , , WORKING DAYS BEFORE YOU DIG CALL TWO WO °,•; r� F -, 2 55 � i . �� .. � /'� / �,, , 1 -800- ` ` _ i'..rr• O i 200 s � , i , '___ - -428 -5 - , t 1 800 , ., . , _. r '� . , : 1 � - ,, ` /� - / �. , , � �.. --tea FOR CALLS OUTSIDE OF INDIANA ' ; � � - - . ' ! i .` ,r' \ •r \• ,.1 , 'y r i ,,..,. r- _ �i - '` /%� _ nit • '�- - _ ,� , J .F , .10 2 WATER J 1 CIO , SERVICE LINES CP #00 r , , \ \ s r r w � s \ ►� DATE REVISION RECORD DESCRIPTION LEC 000.0 DES BY I APP BY NORTH 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. ')END - New Storm Sewer - New Sanitary Sewer Proposed Grades Flow Arrow Denotes Elevation and Approximate Pad Size INFRASTRUCTURE NOTE ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY'S CONSTRUCTION STANDARDS. MATERIALS NOTE All water main pipes shall be DUCTILE IRON CLASS 350. All water main fittings shall be ductile iron, cement mortar lined inside, bituminous coal tar coated outside in accordance with ANSI /AWWA C110. All buried fittings shall be of the mechanical joint type with MEGALUG joint restraints. All water service lines shall be Type "K" copper tubing conforming to ASTM B-88 and B-251. No = � ; PE1040385$ STATE OF ,, SS/ONA1 -e0��, DATE: Proposed Water Main w Proposed Fire Hydrant ►� Proposed Valve Overall Property Boundary Proposed Right –of –Way B.S.L. Building Setback Line _D, &u,E. _ _ _ Proposed Easement D.O.E. = Drainage & Utility Esmt. ® Lot Address Single Water Meter Pit INFRASTRUCTURE NOTE ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY'S CONSTRUCTION STANDARDS. MATERIALS NOTE All water main pipes shall be DUCTILE IRON CLASS 350. All water main fittings shall be ductile iron, cement mortar lined inside, bituminous coal tar coated outside in accordance with ANSI /AWWA C110. All buried fittings shall be of the mechanical joint type with MEGALUG joint restraints. All water service lines shall be Type "K" copper tubing conforming to ASTM B-88 and B-251. No = � ; PE1040385$ STATE OF ,, SS/ONA1 -e0��, DATE: V O cq �W WC/) k-0 co �Ua wza Lo QzQ W� V 0 zo 3 cfS rn �. 40 C) E cn �N ( UQ 1 C. O '3 0 �NC-4 ^200 0 co cd F v 4-) V, .o C O a. N v v coo .0 �aU . P-4 C �z � w .:� Q) t N .--4 v z L) DWN BY: JCB CHKD. BY: EAG SCALE: 1 to = 40' DATE: 8/05 05 W U) Q° Oa f �]Q co ZWz w� o� z 0 � 0 0 0 Nt d a W C7 !0401 0 H x Hl I� H W W c/) H CEC PROJECT NUMBER .050318 DRAWING NUMBER C a Im SHEET 17 OF 21 NORTH 40 0 20 40 IN FEET ) 1 inch = 40 ft. - r - J t d f acceptance by the Owner representative s) or a _ f / SET TOP O F ROOT of the Owner(s). " 0 6 A l MASS ed in a be plant { rial Is to RAE .. ' . ... , :: •' .�� .'�: H LAYER All plant mate FINISH GRADE 3 MULL • AS SPECIFIED ` l manner that ensures Its su rviva . y environmental or other type of situation that is SPADE EDGE th t Id FINISH GRADE oU o n r c to r U c noted by the landscape Co t . i y _ 1 .�......��. ... A - - -_..._ ' r j r f 4 j T r r S r A Y longevity is to be made known to the Owners)' - v ti r • NORTH 40 0 20 40 IN FEET ) 1 inch = 40 ft. - r - J t d f acceptance by the Owner representative s) or a _ f / SET TOP O F ROOT of the Owner(s). " 0 6 A l MASS ed in a be plant { rial Is to RAE .. ' . ... , :: •' .�� .'�: H LAYER All plant mate FINISH GRADE 3 MULL • AS SPECIFIED ` l manner that ensures Its su rviva . y environmental or other type of situation that is SPADE EDGE th t Id FINISH GRADE oU o n r c to r U c noted by the landscape Co t potentially injure the plant or shorten its r f � •Y 4.87 ACRES / j f 4 j T r r S r A Y longevity is to be made known to the Owners)' - v ti r • and potential substitutions or corrections to the ; h � 4 1 }a� r + 9 s _ -- _ situation can be made at no expense to the BED PREPARATIO 6 Wiz Contractor. 4 PARTS TOPSOIL EA T 1 4 PA RT PEAT All materials failing the one year warantee 1�4 PARTS COMPOST period are to be replaced at the expense of the SHRUB AND SMALL TREE Landscape Contractor. PLANTING DETAIL Any deviation from responsible landscape NOT TO SCALE practices and the City of Carmel Ordinances will result in the immediate termination of the ID E C I D UOU S T fRE E C) E T,4 I L Landscape Contract and the Contractor will pay ail costs associated with the corrections. � ��II���11� RETAIN %16 A lNPL SHAPE All plant material is to come from OF BRA OF TREE. DO NOT LEAVE STUBS respectable sources within 100 miles of the site ATTACH GUY WIRE AND HOSE on which it is being installed. If no source for ABOVE FIRST BRANCH. a plant species is available within this area, the STAKE TREES UNDER 3" CAL. USE WOOD project Landscape Architect /Engineer is to be STAKES 3 PER TREE ® 120• notified immediately to make a determination Of GUY TREES 3* DRIVEN BELOW LGRADE 2(3 STAKES 120- APART) possible options. All lant material is subject to approval by SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE FROM P the project Landscape Architect /Engineer prior CUT ALL BINDING AND REMOVE WRAPPING TOP OF BALL to installation and may be rejected for reasons 3" MULCH LAYER AS SPECIFIED PIT of health, aesthetics, size or other reasonable 4" DIA, X 4" SAUCER AROUND PLANTING PULVERIZE SOIL causes. The Landscape Contractor is responsible P EXCAVATED FROM HOLE AND USE AS BACKFILL �j\ \ UND CENTER MOUND T WI DE 6-FOOT MULCH PATH for the timely installation of all material In his L0°p ENSTA UL MRV AS NEEDED TO PROVIDE X < \` contract. Should there be a delay due to ADEQUATE DRAINAGE AND AERATION \ �� BE 1" ELOW P weather or other unforseeable, natural STAKE TUND STURB ED SUBGRADE circumstances, the timeline will be adjusted. UNDISTURBED SUBGRADE BASE 'COMMON'AREA / v } 15 r f � •Y 4.87 ACRES / j f 4 j T r r S r A Y � Y . r v ti r h• A. + 4 4 }, ; h � 4 1 }a� r + 9 s _ -- _ ;_- } _ :+ V }, f r 6 t ! Wiz t � + 4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL -SCARIFY SIDES OF HOLE FINISH GRADE R SHADE TREE PLANTING DETAIL NOT TO SCALE 4 / O G 0 O / G N O G W_ 0 Q I— Q 0 Q W Al � 1 I 'I x ; ?I i 1 a 9 10 AREA LOCATION MAI' SCALE: 1" = 2000' DEVELOPMENT SUMMARY TOTAL SITE AREA = 12.40 +/- ACRES TOTAL LOTS = 33 33 LOTS - APPROXIMATE MIN. SIZE 60'x 105' PROPOSED DENSITY = 33/12.40 = 2.66 +/- UNITS /ACRE PERMITTED DENSITY = 3.73 UNITS /ACRE (SEE OPEN SPACE PLAN) TOTAL COMMON AREA/OPEN SPACE = 4.87 +/- ACRES OPEN SPACE PERCENTAGE = (4.87/12.40)x100 = 39.0% SUBJECT PARCEL ZONING = R1 (RESIDENCE DISTRICT) LEGEND { Froxinum 'Autumn Purple' Ash Quantity = 23 (2.5 Caliper Min. Acer saccharum -' a 'Green Mountain' Sugar Maple Quantity = 23 (2.5" Caliper Mina db New Storm Sewer CONCORD DRIVE Existing Sanitary Sewer New Sanitary Sewer W -- Proposed Water Main Overall Property Boundary — — Proposed Right- of -Woy Building Setback line ` Proposed Easement Tree Preservation Area I 8 hil PRESERVED WOODLAND SCRUB 0.95 ACRES TOTAL z t 5 PRESERVED WOODLAND YOUNG 1.95 ACRES TOTAL r ; r r: PRESERVED WOODLAND MATURE 1.00 A RES TOTAL C 13 A. s ore -- obora a 14 ell � f fir •k. ,,.^ r. f DEVELOPER: MHE DEVELOPMENT, LLC 55 MONUMENT CIRCLE, SUITE 201 INDIANAPOLIS, INDIANA 46204 (317) 264 -1833 ENGINEER: CIVIL & ENVIRONMENTAL CONSULTANTS, INC, 10 WEST MARKET STREET, SUITE 1360 INDIANAPOLIS, INDIANA 46204 (317) 655 -7777 G•PG L E/SS ',.•••.• :44/• • No •• PE10403858 STATE OF •• ••��� O � s do IAN; �,� S1ONALE�,,�% DATE: V �OO Wiz �Q co two w�c Qz� W0Q o >~ o 0 wJ cli 4J � � V) 0 7 M110N 0 —0 En "Ot a. © (n LO r,= a .ad-n0� 0 00 a vi r- L) .� to 0 + p to 2 O °' o Q v 3� ^n. .P-4�CMs v 3Z w .p F- � w a .c .� z .,-4 DWN BY: JCB CHKD. BY: EAG SCALE: 1 " = 40' DATE: 8/05/0:5::!] W (n >� f:J 0 0a� O�� w H � J W OW� W x O O O d a a w Q-4 U) U Q z CEC PROJECT NUMBER 050318 DRAWING NUMBER ®® cuC:GT 1 R 01= 71 [NOT LESS THAN 0.6 x LAYING LENGTH 2,000 LB. MIN. CONCRETE NOT LESS THAN 0.75 x LAYING LENGTH 2,000 LB. MIN. CONCRETE a _���i�\ \,\ UNDISTURBED UNDISTURBED EARTH EARTH ►,C„ OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' AND 11 1/4' BENDS PLAN ►,C►, OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90? AND 45? BENDS PLAN ►,C„ A �d S ---� SKIRT B A w B -.4-J D a--H- -G OR T (GROOVE - OUTLET END) 3 TOUNGE -INLET END) SECTION A -A WALL 1 -j" R 4PER PER INCH PER SIDE HORIZONTAL FLARE VERTICAL FLARE SECTION B -B -j►' R WALL NOTE-- MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M, SPECIFICATION C76. 03 PRECAST CONCRETE FLARED END SECTION 12" to to o OUTSIDE FACE AREA NOT LESS THAN N- VALUES GIVEN IN TABLE FOR 90? UNDISTURBED EARTH 2,000 LB. MIN. CONCRETE „C„ OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES AND WYES PLAN 4" MIN. �` 27 4" MIN. STRAP IRON ANCHORS F 2 3" MIN. 2 WIDE x 1/2" THICK �� 1 1 4.\ 2,000 LB. MIN. a : a . / - 2,000 LB. MIN. CONCRETE 4. CONCRETE PIPE O.D. 2,000 LB. MIN. CONCRETE p a . % MINI. \� \ UNDISTURBED \ EARTH " UNDISTURBED UNDISTURBED EARTH 6 MIN. EARTH 5" DIA. WASHER, 1" THICK OUTSIDE FACE AREA NOT LESS OUTSIDE FACE AREA NOT LESS THAN 3/4" x 18" ANCHOR BOLTS THAN VALUES GIVEN IN TABLE. VALUES GIVEN IN TABLE FOR PLUGS. (4 REQ'D) DOWNWARD BEND SECTION "C -C" SECTION "D -D" 05 WATER MAIN - CONCRETE BLOCKING C1 NOT TO SCALE STANDARD HYDRANT SETTING: INSTALL HYDRANT 3' FROM RIGHT -OF -WAY LINE OR AS APPROVED BY WATER COMPANY. 1' -6" MIN. TO SET TOP FLUSH WITH SET TOP FLUSH WITH 2' -0" MAX. FINISHED GRADE. TO FINISHED GRADE TO BE MARKED "WATER" BE MARKED "WATER ". E ., 3PIECE ADJUSTABLE - A VALVE BOX & SLEEVE w 3 -PIECE ADJUSTABLE VALVE BOX LL U w SUPPORT VALVE BOX NOTE: N WITH BRICK OR BLOCK SUPPORT VALVE BOX ON UNDISTURBED EARTH WITH BRICK OR BLOCK ON UNDISTURBED EARTH I u' WATER MAIN 4 VALVE FLANGED TO FITTINGS �-- CONCRETE THRUST BLOCK GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH TO OPEN COUNTER CLOCKWISE o6 GATE VALVE AND BOX C10.0 NOT TO SCALE VALVE FLANGED TO FITTINGS GATE VALVE PER AWWA C500 TO OPEN COUNTER CLOCKWISE BREAK AWAY HYDRANT THREADS TO MATCH LOCAL FIRE DEPARTMENT EQUIPMENT PUMPER CONNECTION TO FACE TOWARD PAVEMENT FINISHED GRADE ## SANITARY SEWER TABLE pOTCAS ELEVATION TOP OF DERMTES TOP STR # JCB CHKD. BY: EAG PIPE N.T.S. DATE: CASTING TC STRUCTURE TYPE INVERTS EX EXISTING 8" PVC N/A 822.00 EX. 4' 0 MANHOLE IN = 809.75(S); OUT = EXISTING 808.65(N) 1 99' OF 8" SDR 35 PVC @ 1.00% R -1642 823.50 4' 0 MANHOLE IN = 812.63(S); OUT = 810.73(N) 2 310' OF 8" SDR 35 PVC @ 1.00% R -1642 823.00 4' 0 MANHOLE OUT = 818.00(NE) 3 160' OF 8" SDR 35 PVC @ 0.45% R -1642 824.45 4' 0 MANHOLE IN = 814.90(SW); OUT = 814.80(NE) 4 134' OF 8" SDR 35 PVC @ 1.00% R -1642 826.30 4' 0 MANHOLE IN = 815.87(S); IN = 814.08(W); OUT = 813.97(N) 5 118' OF 8" SDR 35 PVC @ 2.50% R -1642 828.50 4' 0 MANHOLE IN = 818.93 (S); OUT = 818.83 (N) 6 98' OF 8" SDR 35 PVC @ 2.50% R -1642 830.55 4' 0 MANHOLE IN = 821.48 (S); OUT = 821.38(N) 7 112' OF 8" SDR 35 PVC @0.45% R -1642 832.00 4' 0 MANHOLE OUT = 827.00(NE) 8 190' OF 8" SDR 35 PVC @1.00% R -1642 832.50 4' 0 MANHOLE IN = 825.10(SW); OUT = 825.00(NE) 9 112' OF 8" SDR 35 PVC @ 2.50% R -1642 833.00 4' 0 MANHOLE IN = 824.38(E); IN = 824.34(W); OUT = 824.28(N) 10 65' OF 8" SDR 35 PVC @ 1.00% R -1642 835.80 4' 0 MANHOLE OUT = 825.02 (E) 10' MIN. 3' TRENCHED GRADE IN PLACE �Rz ol ANOTHER UTILITY FACILITY ((TELEPHONE, GAS, ELECTRIC, CABLEVISION, ETC.) NOT 'j \ / //\ / / / \ / / / \ / WATER MAIN. 1. WATER MAIN SHALL NOT BE LOCATED IN THE SAME TRENCH AS SANITARY SEWERS. 2. SEPARATION OF 3 FEET WITH ANY UTILITY REQUIRED. SANITARY OR STORM SEWER \ �\ 6 NOMINAL BARREL MIN. 1 CU YD. LOOSE STONE OR GRAVEL FOR DRAINAGE. (6'► ABOVE PORTS) DO NOT USE CRUSHED LIMESTONE. CONCRETE THRUST BLOCK NOT TO COVER JOINTS OR DRIP HOLE REQUIRED ON 10" AND LARGER MAINS. \- DI ANCHORING COUPLING CONCRETE THRUST BLOCK ON UNDISTURBED EARTH 04 HYDRANT DETAIL C10.0 NOT TO SCALE WATER MAIN LAYING PARALLEL TO SEWER • CL . EXTEND FROM A PLANE MATERIAL AS PER :. 6" BELOW THE LOWEST .✓�. ASTM D2321 PIPE TO A PLANE 12" MINIMUM ANGLE OF INTERSECTION = 45 ?, 10' 'x \i 10' BOTTOM OF TRENCH TYPICAL DEPTH OF WATER MAIN 6" TO 8" PIPE SHOULD HAVE A MINIMUM OF 3' OF COVER SEWER �// \/ SEWER I WATER MAIN �/ \/ 00 z WHEN THE WATER MAIN PASSES BELOW A SANITARY SEWER OR STORM SEWER, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP -ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. WATER MAIN CROSSING BELOW SEWER o2 SEWER/WATER LINE SEPARATION C10A NOT TO SCALE ABOVE THE HIGHEST PIPE PERSPECTIVE VIEW -EARTH CUT AWAY �\ \ p TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 18" OR LESS, OR WHERE NOTED ON THE DRAWINGS. 01 GRANULAR CRADLE DETAIL C10,0 NOT TO SCALE GLE /SS ��� �G ••.....•_ + •�GISTE ��i . Q- O'• . No . PE10403858 r � •- STATE OF P. �,j� S/0NAt- E�,,1$ 111r1111100 DATE: DWN BY: JCB CHKD. BY: EAG SCALE: N.T.S. DATE: 8 OS OS 100' 25' 25' PAVEMENT \-1/2- FIBER MATERIAL -J TRANSVERSLE EXPANSION JOINTS 01 CURB JOINT DETAIL 3.0 NOT TO SCALE TOP OF CURB SAWED OR TOOLED TRANSVERSE CONTROL JOINTS DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT 4 UNDER PAVEMENT rr nA \ EDGE OF PAVEMENT, CURB-/ �� :..MINIMUM WIDTH... GUTTER OR SIMILAR STRUCTURE :` : 1,25 OD + 12 \� rev THE PUBLIC RIGHT-OF-WAY IF WITHIN 5' OF EDGE OF IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR PAVEMENT: USE "B" BORROW EQUIV. GRANULAR MATERIAL :. ID COMPACTED TO 90% STANDARD COMPACTED TO 95% STANDARD PROCTOR DENSITY TO 1/6 OF PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR TRENCH BACKFILLOD BACKFILL TO TOP OF TRENCH d LEGEND OD = OUTSIDE DIAMETER ID = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE HOLE SIZE VARIABLE DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" — #8 STONE OR APPROVED EQUIVALENT BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE. NOTES 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 10 REINFORCED CONCRETE PIPE RCP cto.t BEDDING/TRENCH DETAIL 42" 30" NOT TO SCALE PLAN VIEW NEENAH CASTING R- 4215 -C /6 *(TYP.)--- 34 1/2"X34 1/2". 2 #4 BARS 1" DEEP RECESS 2 #4 BARS-\ 36" LONG 6" TOPSOIL 1A. IZL • 4" MINIMUM 6" MIN, #4 REBAR AT 12" O.C., E.W. " » MAXIMUM PRECAST 4" OPENING CONC, BOX UNDERDRAIN Q 4" GREATER THAN 0. D. (� OF PIPE IRt NON- SHRINK GROUT It JLJ -"--4" COMPACTED #53 STONE CROSS SECTION 11 INLET TYPE "F" C10.1 NOT TO SCALE 10' 2' -0" CONCRETE CURB 4' CONCRETE WALK 1' -'+ SLOPE 1 X16•► SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED TO WITHIN 95% OF STANDARD PROCTOR DENSITY (ASTM D968) R R (I D.) (MIN) 18 48 25 21 PLAN VIEW NEENAH CASTING R- 4215 -C /6 *(TYP.)--- 34 1/2"X34 1/2". 2 #4 BARS 1" DEEP RECESS 2 #4 BARS-\ 36" LONG 6" TOPSOIL 1A. IZL • 4" MINIMUM 6" MIN, #4 REBAR AT 12" O.C., E.W. " » MAXIMUM PRECAST 4" OPENING CONC, BOX UNDERDRAIN Q 4" GREATER THAN 0. D. (� OF PIPE IRt NON- SHRINK GROUT It JLJ -"--4" COMPACTED #53 STONE CROSS SECTION 11 INLET TYPE "F" C10.1 NOT TO SCALE 10' 2' -0" CONCRETE CURB 4' CONCRETE WALK 1' -'+ SLOPE 1 X16•► SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED TO WITHIN 95% OF STANDARD PROCTOR DENSITY (ASTM D968) ""-TOOLED CONTROL JOINT 1/4' 1MDE, MIN. 1' DEEP 20' -0" BETWEEN EXPANSION JOINTS MAX. I � t � 4• ,�.f l � � } )ti. ,t 1 1 �r L� 0 +. 14 t2 11 y�l r F F�,., y,. l �ti t. .t M Tay..` `•. i \. •4C �.. �, �wf '1�i "` ,}' ,r i. ,1j 1^.� 14.�.a Y �'f NOT TO SCALE 4" COMPACTED GRANULAR BASE 07 SIDEWALK DETAIL C10.1 NOT TO SCALE ROLL CURB & GUTTER NEENAH TYPE CASTING R- 3501 -R OR APPROVED EQUAL r- ASPHALT VAR. PIPE SIZE (18" MAX.) 08 ROLL CURB INLET C t 0.1 NOT TO SCALE DISTANCE DEFINED BY D,O,T, REQUIREMENTS MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT i \\ AX � MINIMUM WIDTH \\ 1 25 OD \ + 12 »: ` \ 6" TOPSOIL R I 0 SUITABLE BACKFILL -� COMPACTED IN 4" LIFTS R 00 EDGE OF PAVEMENT, CURB " GUTTER OR SIMILAR STRUCTURE "B" :; / \ \i "B" BORROW OR EQUIVALENT IN THE PUBLIC RIGHT OF WAY / \/ GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR � „ - '•, :�r... DENSITY TO TOP OF TRENCH IF 12" LESS THAN OR WITHIN 5' OF �a O� EDGE OF PAVEMENT, IF GREATER MIN. THAN 5' FROM EDGE OF PAVEMENT, #8 STONE OR APPROVED AREA TO BE BACKFILLED WITH EQUIVALENT. BEDDING MATERIAL HAND O CLEAN MATERIAL THAT SHALL TAMPED OR WALKED INTO PLACE TO A �� OD CONTAIN NO MORE THAN 10" MIN OF 12" ABOVE TOP OF PIPE PASSING A No. 200 SEIVE, LEGEND 4" OD = OUTSIDE DIAMETER OF PIPE ID = INSIDE DIAMETER OF PIPE NOTES 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE, 09 PLASTIC PIPE PVC & HDPE c1o.t BEDDING/TRENCH DETAIL NOT TO SCALE 4" #53 COMPACTED STONE BASE PLACE 1/2" DIA EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL) NON- ASPHALTIC MASTIC OR BUTYL RUBBER PLASTER ACCEPTED ALTERNATIVE. NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED P_ 63' GASKET MATERIAL (TYPICAL) v v . a a PRECAST CONCRETE a a. ., d 2 -12 ° o ADJUSTING RING OR Q I.' < FLANGE OF CASTING GASKET DETAIL 34" OR 36" O.D. SECTION A -A 41/2- 04 ROLL CURB WITH GUTTER C 10.1 NOT TO SCALE PAVEMENT LAWN AREA AREA NEENAH R -1772 SOLID) OR NEENAH R -3432 BEEHIVE) OR o5 ADJUSTING RING DETAIL C10.1 NOT TO SCALE DIMENSIONS INCHES Z (I D.) (MIN) 18 48 25 21 Z O o 24 48 31 27 60 34 ;w ? 0 > 33 60 41 FINISH 60 44 42 60 �Q 0- a�c/) o Wwo BROOM wF C� z W�Q IIIIIIIIIIIIIIIIIII LO a `- L -I > Z 5' -0" BETWEEN a �� TRANSVERSE JOINTS ""-TOOLED CONTROL JOINT 1/4' 1MDE, MIN. 1' DEEP 20' -0" BETWEEN EXPANSION JOINTS MAX. I � t � 4• ,�.f l � � } )ti. ,t 1 1 �r L� 0 +. 14 t2 11 y�l r F F�,., y,. l �ti t. .t M Tay..` `•. i \. •4C �.. �, �wf '1�i "` ,}' ,r i. ,1j 1^.� 14.�.a Y �'f NOT TO SCALE 4" COMPACTED GRANULAR BASE 07 SIDEWALK DETAIL C10.1 NOT TO SCALE ROLL CURB & GUTTER NEENAH TYPE CASTING R- 3501 -R OR APPROVED EQUAL r- ASPHALT VAR. PIPE SIZE (18" MAX.) 08 ROLL CURB INLET C t 0.1 NOT TO SCALE DISTANCE DEFINED BY D,O,T, REQUIREMENTS MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT i \\ AX � MINIMUM WIDTH \\ 1 25 OD \ + 12 »: ` \ 6" TOPSOIL R I 0 SUITABLE BACKFILL -� COMPACTED IN 4" LIFTS R 00 EDGE OF PAVEMENT, CURB " GUTTER OR SIMILAR STRUCTURE "B" :; / \ \i "B" BORROW OR EQUIVALENT IN THE PUBLIC RIGHT OF WAY / \/ GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR � „ - '•, :�r... DENSITY TO TOP OF TRENCH IF 12" LESS THAN OR WITHIN 5' OF �a O� EDGE OF PAVEMENT, IF GREATER MIN. THAN 5' FROM EDGE OF PAVEMENT, #8 STONE OR APPROVED AREA TO BE BACKFILLED WITH EQUIVALENT. BEDDING MATERIAL HAND O CLEAN MATERIAL THAT SHALL TAMPED OR WALKED INTO PLACE TO A �� OD CONTAIN NO MORE THAN 10" MIN OF 12" ABOVE TOP OF PIPE PASSING A No. 200 SEIVE, LEGEND 4" OD = OUTSIDE DIAMETER OF PIPE ID = INSIDE DIAMETER OF PIPE NOTES 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE, 09 PLASTIC PIPE PVC & HDPE c1o.t BEDDING/TRENCH DETAIL NOT TO SCALE 4" #53 COMPACTED STONE BASE PLACE 1/2" DIA EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL) NON- ASPHALTIC MASTIC OR BUTYL RUBBER PLASTER ACCEPTED ALTERNATIVE. NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED P_ 63' GASKET MATERIAL (TYPICAL) v v . a a PRECAST CONCRETE a a. ., d 2 -12 ° o ADJUSTING RING OR Q I.' < FLANGE OF CASTING GASKET DETAIL 34" OR 36" O.D. SECTION A -A 41/2- 04 ROLL CURB WITH GUTTER C 10.1 NOT TO SCALE PAVEMENT LAWN AREA AREA NEENAH R -1772 SOLID) OR NEENAH R -3432 BEEHIVE) OR o5 ADJUSTING RING DETAIL C10.1 NOT TO SCALE DIMENSIONS INCHES (MAX) (I D.) (MIN) 18 48 25 21 48 28 24 48 31 27 60 34 30 1 60 38 33 60 41 36 60 44 42 60 1 50 NEENAH R -3501 CURB) 6" TOPSOIL ALL PAVING TO COMPLY WITH co a SECTION 401,5 OF THE I.N,D.O.T. 2 ►_0" 50' RIGH -OF -WAY SPECIFICATIONS BOOK 1/2" CEMENT a MORTAR 6" MIN. 30' PAVEMENT 10' PRECAST MANHOLE 2' -0" CONCRETE CURB SECTION I BITUMINOU SURFACE 4' CONCRETE WALK � MAX. OPENING 1' 4" GREATER D. A SLOPE 1 /4" FT, THAN 0. SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN OF PIPE 1" H.A. SURFACE -j 3" H.A. BINDER - 9" COMPACTED #53 STONE BASE \-PREPARE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR NOTE: 0. 10 - 0,15 GAL. /SQ. YD. OF TYPE AE -T ASPHALT EMULSION TO BE APPLIED BETWEEN EACH LAYER OF BITUMINOUS MATERIAL STONE, AND FACE FO CURBS, TACK COAT (PER ISHA SPEC'S.) 12 TYPICAL STREET SECTION C10.1 NOT TO SCALE CONCRETE "0" RINGS 8" PRECAST REDUCER CAP w ~o° a 01 I NON- SHRINK GROUT *C BARREL SECTION ASTM C -478 CLASS A REINFORCED CONCRETE PIPE 4000 PSI q. . 0 X00 X00 X00 0 X00 X00 4" COMPACTED j #53 STONE S.S.D. TO BE INSTALLED " " \��� \��� \�� / \�� /� UNDER CURB BOTH SIDES 6 #4 REBAR 6 O.C. OF STREET EACH WAY * MANHOLE STEPS REQUIRED IF DEPTH EXCEEDS 4' -0" (AT 16" MAX, ON CENTERS) 06 STORM MANHOLE 0T1 NOT TO SCALE PRECAST CONCRETE RINGS NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) FINISH GRADE BISMATIC COATING OVER RISERS �` 2,_o►► iv 4 R 0 .I P, It M TAPERED CONE R SECTION 00 4' -0" DIA. Q d- d R 4 .a a R Q. 0 a o N R a z o Z� I-ZJ0 FULL HEIGHT BUTYL RUBBER COATING a MANHOLE N _j � a AS PER SPECIFICATION 4. STEPS w m '� t o .o F=-Q(VO --- - - - - -- r'?F- FILL WITH—,,,j.. CONCRETE ° 4 CAST IN PLACE OR PRECAST a a a 00 6" MIN, STONE REQUIRED---------41 O O O UNDER MANHOLE BASE FOR LEVELING AND SUPPORT #4 12" EA. WAY 6' -0" DIA. FOR CAST IN PLACE 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 01 CLAY TOWNSHIP C10.1 NOT TO SCALE ,RY SEWER B SLUNt = 1/2" PEr, rvvi SEWER MAIN 45' WYE FITTING PLAN LATERAL 4 ' ELBOW t 5 PLAN EXISTING GRADE w Il� -11K, U' 45' WYE FITTING U SLOPE t3 " /FT. LATERAL SEWER MAI 45' ELBOW ELEVATION 02 LATERAL DETAIL C10.1 NOT TO SCALE 4' -0" Q CONCRETE a 1/4 "/1' GROUT BENCH o . a PIPE 4 a DIA. a a. COMPACTED p &�) p #53 STONE SECTION A -A o3 STANDARD MANHOLE BENCHES C10. NOT TO SCALE G L E/S ••S,` � G �� � .�G�STER� � � � ♦i Noftw PE10403858 STATE OF ♦i♦ OAF •••...••' G�1 ♦�j� ;� BONA%- xvo, � �IIIII0 DATE: U JCB CHKD. BY: EAG SCALE: N.T.S. DATE: CN [-aFCN a�Q a�c/) Wwo Qoa W�Q LO LO U O � O J -E-? m � rn N 0 �E �?� o 0 N 1 UQ C:4' � w r, O l cd r-4 �� ^ •C u_nu� -Z ,C o v_i r u C tC, to v to ;-4 i-4 v ^ a U .� Ms �z a� a •= t P__4 ° ,P-4 z d DWN BY: JCB CHKD. BY: EAG SCALE: N.T.S. DATE: 8/05/05 L�l Q � �a� �Q �Wz �>w OWE Hz� O� 0 0 0 d- a H w Q Q Q z CEC PROJECT NUMBER 0%50318 DRAWING NUMBER C.4 10 o� SHEET 200E 21 EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the ncifications. The Contractor shall notify in writing owners and the Engineer of any changes, errors or omissions found on the plans or in the field before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, strip piing and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractors responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of i related work are specified and included n other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other other reference points; if disturbed or destroyed, Contractor shall contact engineer. Replacement shall be at Contractor's expense. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on -site bury pits shall be approved by the owner and the i Engineer f permitted. 4. PROTECTION OF TREES A. General Protection: The Contractor sholl be responsible for the protection of tops, trunks and roots of existing trees on the project site that ore to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, etc.. B. After completion of site gradinq and subsurface utility installation, top soil sholrr be replaced in areas designated on the erosion control pion for seeding and /or sod. Any remaining topsoil shall be used for finished grading oround structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing oil work under this section. B. If active utilities are encountered but not shown shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and Qroding operations sholl be reported to the Engineer. They shall be removed, plugged or copped as directed by the Utility Company or the Engineer. D. It shall be the responsibility of each contractor to verify all existingg utilities and conditions pertaining to his pFiose of the work. It shot[ also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area io grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.10 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All areas under building pads and paved areas shall be compacted to 100% standard proctor density. 2. All other fill areas shall be compacted to 90% standard proctor density. 3. All areas where cut is necessary to meet the design sub -grade are required to be scorified 12 inches below sub -grade and meet the above compaction requirements. 8. EARTH WORK BALANCE A. The Contractor sholl confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. B. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the the Engineer in determining earthwork quantities shall be accomplished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the ph ical limits of the various soil types, the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may couse ether an excess or shortage of actual earthwork materials to complete the project. If such on actual minor excess or shortage of materials occurs, the contractor shall contact the Engineer to determine if adjustment can be mode to correct the imbalance of earth. 9. TESTING A. Contractor shall hire at Contractors expence an independent soil testing service to assure soil compaction with scope of testing to be op roved by Engineer. Copies of test results shall be submitted to the Engineer. SANITARY SEWER SYSTEMS 1. SCOPE OF WORK A. The work under this section includes all sanitary sewers, manholes, cleonouts and related items including excavating and backfilling, necessary to complete the work shown in the drawings, starting five feet outside the building walls. The ends of sewers shall be tightly �lugged.or capped at the terminal points, adjacent o buildings, pending the connecting of all such lines to the building dram as specified in.the plumbing and architectural drawings: One set of approved plans shall be on the job site at all times. 2. MATERIALS A. Polyvinyl Chloride Pipe (PVC) 1. 6 " -15" PVC pipe,sholl be SDR 35 and conform to ASTM D3034, with a minimum cell classification of 12454 -8 or 12454 -C. Greater than 15' PVC pipe shall conform to ASTM F679, with a minimum cell classification of 12454 -C. 2. All fittings and joints shall be compression type flexible gasketed joints, and manufactured installed ' nstalled, in accordance with the vpnte manufacturers specifications. No solvent cement joints shall be allowed. B. Ductile Iron Pipe 1. Ductile iron (DI) pipe must meet ASTM A -746 or AWWA C151 with exterior asphaltic coating per AWWA C151 and interior asphaltic coating meeting AWWA C151 or polyethylene lining complying with ASTM D -1248 of nominal 40 mil thickness. Thickness i design must be n accordance with AWWA C150. 2. Joint on DI pipe must be the integral bell type gasketed Joint meeting AWWA C111 mechanical joint �MJ) meeting AWWA C111, or ANSI 125 lb. flanged joint. ccessories for mechanical and flanged joints must be alloy teel "T " -heod bolt and hex nut of Coorce Thread Series Class 2A (External) and Class 213 (Internal) per ANSI 131.1. C. Manholes 1. Precast reinforced concrete manhole sections and steps and concrete adjusting rings shall conform to ASTM C -478 latest revision. Exterior of manhole shall be waterproofed with Bismatic material. 2. Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well - cleaned by shot- blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They sholl be.groy iron meeting ASTM A -48 latest revision. Manhole covers for sanitary sewer shall be Neenah Type R- 1077 -A w /R- 1712 -B -SP Frame w /Self - Sealing application. 3. Joints - Manhole sections shall be joined with a nominal 1/2" size butyl rubber rubber base gasket material, conforming to AASHTO M -198 and Federal Specification SS- S -210a. Joint conforms to ASTM C -443. 4. Manholes shall include steps. Manhole steps shall be polypropylene coated steel reinforcing or on groved non- corrosive fiberglass material. copolymer pofyprapylene sholl meet the re uirements of ASTM 0-4101 with deformed 3/8" dia. or larger reinforcing steel conforming to ASTM A -615,, Grade 60. Steps shall be a maximum of 18 from top, 24 from bottom and 16" spacing between. 5. Manholes shall be bedded on a granular foundation. The granular foundation shall be compacted with vibratory tamps. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. The Contractor sholl be responsible for obtaining or verifying all permits for oil or portions of this protlect prior to starting construction. The Contractor shall notify the focal or county inspector or utility superintendent 48 hours prior to commencement of sanitary construction. B. Local Standards - The term "local standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to oil local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority ives written permission for tunneling or jacking o pipe. Open the trench sufficiently ahead of pippe -la ing to reveal anyy obstructions. The width of trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace the trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Open trenches shall be properly protected and /or barricaded when left unattended. Keep trenches free from water while construction is in progress. Under no circumstances shall ge or appurtenances be laid in standing water. onduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports. - Whenever, in the opinion of the Engineer, the sod at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - for a depth of at least 12 inches above the top of the ipe, backfill with 12 of t8 crushed stone or f8horoughly, fractured face aggregate. ompact this backfill taking care not to disturb the pipe. For the remaining trench . depth, backfill with earth or granular material contoining stones or rocks not larger than 4 inches. Backfill under and within 5 of walks, parking areas, driveways and streets sholl be granular material only - thoroughly compacted, by approved methods. H. Flow Channels - The flow channels within manholes shall be an integral part of the precast base. The channels shall be shaped and formed for a clean transition with proper hydraulics to allow the smooth conveyance of flow through the manhole. The bench wall shall be formed t9 the crown of the inlet and outlet pipes to form a U shaped channel. The bench wall shall slope back from the crown at 1/2 inch per foot to the manhole wall. No brick, rock or sand fillers will be allowed. I. Infiltration - The contractor shall furnish necessary equipment to test sewers for infiltration. Infiltration rates shall not exceed the Local Standards. All sanitary sewer lines upon completion will be required to pass a low gressyre air test, unless otherwise directed by e City Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by an inspector authorized by the City Engineer. Infiltration under test shall not exceed 100 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 hours and is inclusive of all appurtenances within the section being tested such as manholes, house connections, etc. Any portions not passing said tests for acceptance . shall be repaired or replaced, Including re- excavation and backfill, at the Contractors expense. J. Flushing Sewers - Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove ail silt and trash from appurtenances just prior to acceptance of work. K. Plastic Sewer Pipe Installation - Plastic sewer B'Ml shall be installed in accordance with ASTM per latest revision, and no plastic ppipe shall exceed an 11 point mandrel test deflection of 5X All sewer mains shall be lamped at the time the mandrel test is conducted. All mains shall be true to alignment and grade. L. Storm Water Connections - No roof drains, footing drains and /or surface water drains may be connected to the sanitary sewer systems, including temporary connections during construction. M. Waterline Crossing - Water and sewer line crossings and separations shall be in accordance with Ten States Standards and local and state codes. Waterlines and sanitary sewers shall maintain a minimum of 10 foot horizontal separation and a minimum 18 inches of clearance between pipes at crossings. Otherwise, sonitary sewer within 10 feet of waterlines sholl be constructed of water works grade Ductile Iron Pipe with mechanical joints and fittings. One length of sewer pipe should be centered at the waterline crossing so that no joint is closer than 10 feet to the waterline. N. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibilit , to contact the owners o t he various utiff�es before work is started. The contractor shall notify in writing the owners and the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 0. Service Laterals - Individual building service lines shall be 6 inches in diameter and of material equal to that specified in 2A of this section. Service lines shall be connected to the main sewer by a wye at locations generally shown within these plans. Service lines shall be extended to a distance of 5 feet beyond the right - of -way line and within 5-8' of the existing ground surface. The ends shall be plugged. and sealed with a water tight cap. "Sewer service lines shall be marked with a 2x4 painted green and extending from the lateral end to 3' above grade. P. New Sanitary Sewer Main Construction - Contractor shall record length and dimensions of each service line stub from nearest downstream manhole measure along the sanitary .sewer main. The locations of manholes and service Imes along with any other construction changes are to be incorporated, on the original construction drawings as os -built locations and submitted to the Engineer as soon after completion of construction as possible, not to exceed 30 days. 0. Field Testing - All manholes must be vacuum tested after installation, repair or modification in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by Negative Air Pressure (Vacuum) Test. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. All work and materials shall meet local specifications. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall conform to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision when storm pipe is located within public right -of -way. 2. Aluminized type 2 corrugoted steel ppippe shall be manufactured in, accordance with AASHT0 M36 (type I with 2 2/3 x 112 corrugations for 1Z and 15 diameters; type IR with 3/4 x 3/4" x 7 1/2" corrugations for 18" diameter and lorger). The pipe sholl be formed from an aluminized steel type .2. coil that conforms to AASHTO M274. The minimum gage thickness of the pipe shall be as follows: Diameter Gage 12* n 42" - 48" 14 54 - 84 12 3. High density polyethylene pipe shall perform to AASHTO M252 and M2 4 Type S specifications, latest revision, and sholl have material specifications conforming to ASTM D1248 or D3350, latest revision. B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be.groy iron meeting ASTM A -48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest revision. When manhole and storm pipe are continuously in water. 4. Shop Drawings - Contractor to submit storm sewer structure precast drawings to engineer for approval prior to installation. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F -405, AASHTO M -252 (4" to 10" pipe). 3. APPLICATION A. Permits and Codes - The intent of this, section of the specifications is that the contractors bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. Contractor shall notify the local governing jurisdiction a minimum of 72 hours prior to the commencement of storm sewer construction. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipe laying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pie grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - for a depth of at least 12 inches above the top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5 of paved areas shall be granular material only and shall conform to local standards - thoroughly compacted by approved methods. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semicircular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade qrodually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. 1. Subdroins - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drams constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It sholl be the responsibility of each contractor to verify all existing utilities and conditions pertoining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. STREETS AND PAVING 1. SCOPE OF WORK A. The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters. Sidewalks and concrete slobs, exterior steps. 2. MATERIALS A. Concrete - Concrete sholl be read -mixed concrete and shall be a mix of proportionedy fine and coarse oggregotes with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sock of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. The slump of machine place concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete sholl have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, olkolis, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that prernoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1" 80 -100 3/4" 70 -90 1/2" 55-80 4 35 -60 8 25 -50 200 15 -10 3. APPLICATION A. Grading - Do any necessary gradinQ in addition to that performed in accordance with Earthwork Section, to bring subgrodes, after final compaction, to Ihe required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 12 inches below the subgrade shall be compacted to at least 100% of the maximum dry ensity as determined by the provisions of AASHTO T -99. Water shall be prevented from standing on the compacted subgrade. D. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction sholl be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Comppact to 95% standard proctor density (ASTM D698) Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material sholl be tomped with meclionical tampers or with approved hand tampers. E. Bituminous Pavement - Hot asphalt concrete pavement sholl be as specified in Section 400 -410 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is not in compliance with section 401.05 of the INDOT Specifications. F. Utility Structures - Check for correct elevation of aft manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. G. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and is without springing or settling, when concrete �s placed. Forms sholl be clean and smooth and coated with form release before placement of concrete. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, porsgroph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. n r-� i � n � /1 � 1 P•1 r- /'1 /1 1••1 r1 DESCRIPTION H. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded at ends of all returns and at a maximum spacing of 100 feet. 2. Contraction Joints - Unless otherwise provided, contraction joints shall be sawed joints spaced 20 feet on center. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4 radius and other corners to radii shown. I. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at foot spacing. Provide 1 /2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. J. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. UTILITIES 1. WATER A. All water mains shall be installed and tested in accordance with local standards and requirements. 2. GAS Gas mains shown in the plans are for information only. The local gas utility is responsible for final design and installation of new gas moms. 3. OTHER UTILITIES Electric, Telephone, and CATV lines shown in the plans are for information only. The local utility companies are responsible for final design and installation of their respective utility lines. 4. IDENTIFICATION / LOCATION Furnish and install "Identification Tape" and "Location Wire" over the centerline of buried utilities. A. Identification Tape 1. Inert Polyethylene with minimum thickness of 4 -mils and shall have a 1 -mil thick metallic foil core. Tape width shall be a minimum of 3- inches and a maximum of 6- inches. Imprinted text shall be "Caution Caution - Utility Buried Below" and should repeat itself once every 2 feet, for the entire pipe length. Install approximately 2 feet below final grade over centerline of pipe. 2. "Terra Tape" as manufactured by Reef Industries, Inc., Houston, TX, or approved equal. B. Location Wire 1. Location wire shall be a 12 gauge insulated, solid copper wire. The wire shall be contiguous with no fabricated, or field constructed connections interrupting the wires continuity from end to end of pipe. 2. Location wire shall be installed no greater than 6- inches in height above the top of the buried pipe. ,�llIIII# ## `�P•GLE181 -,e� `141 ��G ••��,1STER� � ACV :Q- O'; i NoNow • ; PE10403858 STATE OF O,� • AND fA� ;;� ���, 4�'� SS�O NA1 -�N, , ♦�� DATE: f U JCB CHKD. BY: EAG SCALE: NONE �No 8/05/05 Cq W�'z �UQ aU� WWO QO¢ W�Q xL0~ Q w o J -E.:> rn .D (0o�5 tJ2 M N 01 C) i >~ml (0 0. 0 'S o 0� := o n ,4 i-, 0 a cad ,+°', c w "+' �� ^BUJ Q) A� c - � .a N v 4 +) U-) u O ^aU •PO4 ° s �rn 4 �Z CL t � v , z P-4 .P.4 1 � DWN BY: JCB CHKD. BY: EAG SCALE: NONE DATE: 8/05/05 W Q � (Da<� o�� �DQ �Wz oW� oW �x 0 0 0 O U w U W A, CEC PROJECT NUMBER 050318 DRAWING NUMBER C1 I A) SHEET 210E 21