Loading...
HomeMy WebLinkAbout06040011-12 Site Construction Plans Rcv. 7/5/2006 DOCSAt PLA1�S 1 �- - � e . .-a \O 00 � � �, � . I u \6 C*no C_� w I - . � . .. 11 �_ r z V rro U I -1 . V-4 r--4 C:) - - M M 00 4 . . . x x v a -i . . I . _. I � . . v 14 a . 1 . T - O w CA . . . I A!.. � . . . � . . W . . � . . . .. � aO. I z .: . . . . . � � . . . . , . . . . . . . � 0 00 , . . . . . . � .. . . . .,. - -< - .. � . - > . �Z Z a 1 . . . . . I . . I . . . .. . . . . . .. � I . � ._. 1 - ___. ____ . � . I I � . . W� an �_ 4 . . ­ � . . .. .. . I .. . . . . � . - . . . . I . . . . . I � . . . I . . . I . . . . . . . I i : . � . I . I . . . . � . . . . . . . . I . . . . . . . . . ... . .. . . . . . . . I . . . . . . . . . . . . . . . � . . � .. � . I . : . . . . . . . I � . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . I . . . � . . . . . . . . . . . . . . . . . .. . � . . . . . . . . I . . . .1 . . . . . . . . � � . I I . I . . . � . . . . i \ ! , I i i I ! I I ; : . : : . . . .. . . : . . I . . . . . I . . I . .. . . . . I . . . . . . I I .. I . . . . . . . I . � . I . . . . . . , . �. . . . . . . SHEET I . .. . . I . . . . . w . . I . . . I . ­ . I I - . . . . . . . � . . . . . . . I . . . . . I I . . . . I . . .1 � � . . . . . . . ... . . . . . � . . . � . . N -r r, Tl F .�' (' R T 1� T T (11�T 1-�I �) � [� rr) . __ . . HOLY TRINITY GREEK ORTHODOYY CHURCH I . . . ' .. . ' . ' . * . . I � . ' . . . � %3.- 9077 N. PENNSYLVANIA STREET- . I .... . . . � . .� . � . . . . . I . . . I .. � . . . INDIANAPOLIS, IN'.46205 ' - . . . . . . . . . . . . . . . . . . � . . I . . . . . . . � . . . . � . . . . TELEPHONE: (377) 916-520-0. . � . . . , I . . . . I . . . I . .. . . . - I . . . . FA X: (377) 916-5204 I . . . . . . , .. ­ . . . � . . .. CONTACT PERSON.• TONY FILIS . ' . ... . . � . . . �� . . . . . .. . . . . . . . ' ' . , , " EMAIL.- A LPHAPHI @PRODIGY. NET .. * . . .. .. . .. . . . . . . . . . I .. . . . . . . . . . � . � . . .. . . . ­ . . . . . . .... . . :, . . . . . . . . I � . . . . . . - I . ­... . w . . ... I . . . I.. . . . . � . . I . I . . I . � . . � . . . � . . . . . I . . 1. . . . . . . . I . . I . . . . . . . .. PLANS PREPARED BY.• . . . .. . I . I . . . . . � 1. . � . .. . I ... . . .. . . I . . . . .. . . . . . . . : . . . . . � Q) I . WEI1 . 1 ENGINEERS, INC. - . . I I . . . . . � . .. . . . . . . . . . . . . . . . � . . . � . . . . I . . .1 . . . . . . . . I . 70505 N. COLLEGE AVE. . . . . . . . � � . . . . , - � .. � . . I INDIANAPOLIS,. IN 96280 . - . ' . . . . I . . . . . I . . I . � . .. . . . . . . I . . , I . . I . . . . . . . . . I . . . , I . . . . I .. . . . TELEPHONE: (317) 896 -6677 I . . . � - . * . . . . . I .. . � . : . I . . � I . . . . . I . . . I . . . . - . . . . I . . . . I . , . . FAFAX: -(377) 893 -0596 - - - . . �.. . . . �... ... ... . . . ... I . . I . . CONTACT PERSON.-.. JAMES K SHINNEMAN . , � . . EMAIL: SHINN. E.MANJ @WEIHE. NI. E. . T * ' . . . .. . . . . . � . . . . . I . . .. . . . . . % . . .. ... .. I . . . I . . I I n . . � . .. ­ . a� v I cn 0 0 U I 0 0 CL �. co N -- U cD m O 0 N a " o a� :3 >, p . 6 a) 7) j-: Z ~ � 0 . (:) - �s� U� �0 °8 oa HAMILTON. COUNTY'-. THOROUGHFARE PLAN -�-- . . 411,,, R I t >.+� n '-L4--�-- Ili - __ ' '1--- - - __ I I. -- - I . e •Y 0 E� I �... . --._. _ .." . . ... .._ ■_ _. _ �_- .ref I I H I ..� `Y.. I IC nn : N.E. aZC14_.IJ t t I I t~ana i 1'Q I 1 . 1 0 I1 1 5 t - I I - .. P • t R» h ! 11 ._.� t ° E ! I WHITS► RIVER P 1 1 �� t e!'. �•.� • • I •�Ly` I I / z r. .. r 5 S, . t 1"f ..r [r. n -��_- , I JACK ON I 1.�__n .t1. I I IIL. R. _ .......11.11 .. _ . _ _ .-... .___ t wI I I Nr ADAMS I n �` : L-p tS , , L k!w__v_ -r x ... t nat . r. �� at. �(" r .,f a I 9 ... V•r -.1f ff�. _lam u . 'ys.lg4 , i Ic 111 M 1FWr1� . •+'"- �. ' l - .. .... /. I : R: .., r. n.» ' c u+r r � 12!L _ ; _..1, 1[t...li__ ^- �;. G1CLR0 :+ �► . b r. nrl - a / I l..k _ M i . E, :11 Jr.JC^ . T - J /�` L.. r l . L.M•.J[ . _. �hu , It / e tM n' - 1 1 1 r u1. . mm--a I - 1 I ' is 1 I f f r.� Y I - �_lW1 -A . _.... _ t lm A_ ... - . J •.1 ._ ._. J_.iW....11� YL_ to n ! I t # � +� S a-� - : ;:p . . *,..... ,11 , '0 Ll, V LII E I I _- -i ��&u ) " I .. I / 5 t • �� r- I - 0 . I i W A N E -- .,. . g 9 ., _fit_ _. _. _. 1 I r. i . {.. �- s._.q_�_ S i ° ' -I i •� 7 � , . t 1 t � 1 f , / 1 ` . . t.. -t•'- ate- f r- J...Jnl- i- .Jl - .- . I . I - I. . . 41.11, I . -"--L .", - j t .::::::::::,, "I (V61 __ I . #I .1 . • : ` i 1 . - a_ f OLE5V1( >a .6• -i", ! • f 1 ? - i .t I 1 - a I -i t .1 ' : - ; q .. . !". , . # a trn a / ..�.tn... _� - p .iCJIR _ 1 , . . .- r, .r. Et__ i ; ' a�. ► $ / /� 'j 1 , - s. vi7 n i _sf \••A .,- I - - •" -P j L I . '`. YI 3 � 3 • I ` « 3 ...... .. .3. .'�. L . _.. ... ... ..... ....• -•. -■- -•- -•- - ■- -�- , - -, ..4. .8...- -0- -.. .a. .- :..._.... _9 - -- .. . IL . '. r ' t 1 tt ._.._ a.n s• wrrr a a • Y �. ; P1r.9L N... - _ . . . { C..3My. fl. w. ...vv...,. _. r M•• N•"r� "t •0" " M•• • • •+•.• IS•tL+•M• • j •M• -•'t; - �- Y6:�R.. -. i...- . - -..' i . �. , . ,� ' CLAY I -- r t•+ n- _t r -- �' � %• (AWARE - I "° R ._ f E ___� .1�_ r L L L E E K • w " 0- rz t 1 1 f. rar• • �_ ------- I_J - - - - .- . . . i . i _::��,. / . I ;r,: i ... - A_ . o t i r111• 1 • - j `ft 1 t�gHRRm t. t i�;�,i� "Iltt;�'�h;(� i t i 'i - . : . . . .. . , ? 11� a v 4 -1 C--- -_ // / 1, 1. - f il i ' • f '''• r f ...5 v .. I � :11.Wtm? . .'", L­! _ - . PROJECT LOCATION . .., . . . . . . __ _________ I ­­ ..:- :�.A:-,._::.:::_::::; --*:: y r " ::::-.::.::; A 1* ­ -;::7:;,::.._...._ I..... \ \ I -..::-`,_:-: `:..., I . �(+ A? ! ::.: :­ .: , . . -.1 ­­.. _;:��*.., , ��._ `' v �\ 4 I _ :'�, ... ..., :' .. . . I I I . I . . . . , . . . i. �: . . . L I F?ROJECT LOCATION .' . I - . � . I . � . . ' I I ' . . � . . . . . . . I . . � . . . . . . . � . . . . . � . I . . . . � . . . I . . - . . . . . . � I .. . . . LOCA 1 'l U1V 111 A.� . . - I , . . . . . . � . . . . . . . . . . . . . . ­ . . . . . . . I . I . . . . . . . I . . . . .. . . . � . . . . I . . . . . . I L . . . . . � . . . . .. .. . . . .1 I � . . I . .. � . . . . ­ . . . .. . . . . . . : . . ... . � . . . . . . I . . . . . . . .. . 1. . � 1. . . . � ... . . . . . - . . I . I . . . . . . . . . . . . . I � I . . I . � I . . . . I . . . . .:.. . . . . , . . . . . . . . . . . . . . . . . .I . I . . - . . . . . . . . . . . . . . . . . . 1. . I . . . . � � . . I I � I I GENERAL NOTES: � I � ­ . . . . . . . �. . . . . . .. . I . . . . I . . . . . . .. . . . . I . . . . . . . q . . . . I ' � . . ' . . I . 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APRROVALS RECORD LAND DESCRIPTION ARE oe-ra�NEO FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. . . . . I . . . % .. . PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 5; TOWNSHIP 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT- LOCATION OF ALL EXISTING . 17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN IN HAMILTON UTILITIES -IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE 'STARTING CONSTRUCTION. AFTER FIELD COUNTY, INDIANA BEING DESCRIBED AS FOLLOWS: VERIFICATION OF EXISTING .UTILITIES, CONTRACTOR SHALL CONTACT THE ARCHITECT (ENGINEER) ON ANY VARIATIONS BEGINNING AT A RAILROAD 'SPIKE (0.1 .DOWN) (THIS AND ALL SUBSEQUENT - IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. REFERENCES TO .MONUMENTS ARE AS OF AUGUST 6, 1998) MARKING THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE BEARING NORTH 00 DEGREES 00 3: IT ,SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION .WITH ALL- MINUTES 00 SECONDS EAST (BASIS OF BEARINGS IS FROM A DEED TO RESPECTIVE UTILITIES. BRIDLEBOURNE TRUST RECORDED AS INSTRUMENT NUMBER 9609638497, OFFICE OF THE HAMILTON COUNTY RECORDER) ALONG THE WEST LINE THEREOF A DISTANCE OF 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND 645.63 FEET TO A RAILROAD SPIKE (FLUSH WITH THE PAVEMENT); THENCE. NORTH SHALL BE CONFIRMED BY THE BIDDING ..CONTRACTORS. 89 DEGREES 00 MINUTES 09 SECONDS EAST PARALLEL WITH THE. -SOUTH LINE OF - SAID SOUTHWEST QUARTER. A DISTANCE OF 1352.78 FEET TO A 5/8 INCH REBAR 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), STANDARDS- FOR EXCAVATIONS: FINAL RULE 29 WITH PLASTIC CAP MARKED "SCHNEIDER ENG. FIRM X0001" (FLUSH) ON THE -.EAST CFR PART 1926;- SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. LINE OF THE. AFORESAID BRIDLEBOURNE TRUST TRACT; THENCE SOUTH 00 DEGREES - � � 00 MINUTES 00 SECONDS WEST PARALLEL WITH THE WEST. LINE OF SAID- SOUTHWEST QUARTER A DISTANCE OF 645.63 FEET TO A BOAT, SPIKE (FLUSH UIITH 6: IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY THE PAVEMENT)- AT THE SOUTHEAST CORNER OF SAID TRACT; THENCE SOUTH 89 SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. DEGREES 00 MINUTES 09 SECONDS WEST ALONG SAID SOUTH. LINE A DISTANCE OF 1352.78 FEET TO THE POINT OF BEGINNING. CONTAINING 20.05 ACRES. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT. THIS PROJECT. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT. TO AND /OR TOGETHER- WITH. 1HE FOLLOWING: 8. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION- MEANS AND METHODS ASSOCIATED RIGHTS -OF FOR SHELBORNE ROAD AND 106TH STREET. WITH THE PROJECT AS SEl' FORTH IN THESE PLANS. SEWER EASEMENT TO CLAY TOWNSHIP REGIONAL WASTE DISTRICT. PER. INSTRUMENT N0. 90 -7928. 9. TEMPORARY TRAFFIC _CONTROL DURING CONSTRUCTION TO CONFORM TO ,APPLICABLE LOCAL STANDARDS. SEWER EASEMENT. TO CLAY TOWNSHIP REGIONAL WASTE DISTRICT PER INSTRUMENT 10. BEARINGS; ,DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY: SEE RECORD SURVEYS AND N0. 92 -4788. FLATS FOR EXACT INFORMATION. .. . � NON- EXCLUSIVE UTILITY EASEMENT TO INDIANA BELL TELEPHONE COMPANY PER. 1 1. ANY .FIELD ' TI . ENCOUNTERED DURING -ANY EXCAVATION SHALL . B E REPAIRED AND CONNECTED TO . N . , EW I INSTRUMENT N0. 92- 35294. STORM SEWERS WITH POSITIVE DRAINAGE MAINTAINED. ELECTRIC LINE EASEMENT TO INDIANAPOLIS .POWER & LIGHT COMPANY PER INSTRUMENT N0. 96- 24143. 12. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS: DO NOT STAKE BUILDING FROM- THESE PLANS. EASEMENT AGREEMENT- PER INSTRUMENT N0. 98 -56847 AND FIRST AMENDMENT OF EASEMENT AGREEMENT PER INSTRUMENT ..NO. 2000- 31590. 13. THE SITE DOES NOT CONTAIN ANY WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE INTERIOR SUBJECT TO ALL OTHER EASEMENTS, RESTRICTIONS, AND RIGHTS -OF -WAY OF FISH AND .. WILDLIFE SERVICE CARMEL INDIANA NATIONAL WETLANDS INVENTORY. RECORD. 14.: THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD.- HAZARD ZONE AS ESTABLISHED BY THE-FEDERAL.'. EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE, ON FLOOD INSURANCE RATE .MAP 1805700205 F DATED FEBRUARY 19, 2003. PANEL 205 `OF 290. HUI . , , . . I - 9 8 7 G . . � . I . : . . . � I : . . . % . . , AREA - p . . � . : : - I . . . . : . . ; . . . .. .. : . . . ! . . . . I ; . . � . . . . . . . I i. . . . : . . . : . . . : . .. . . : . . . I . I I : . . : . I z. . . . 4 . � . . . � ; . . � . . . . . . .: . . . . . I z . I . � . . . i . . . . : . . .. . . I . . . I . . . � I I . : '. . . . . . . . . . I : . . . : . . � . � I . . . . � . . . . : . . z � il I . : . . . . �. : . .! . BEN�HMAR . K I . . ELEVATIONS ON THE SITE WERE ESTABLISHED BY' GPS AND CALCULATED USING - i � i. NGS OPUS. A FURTHER CHECK WAS MADE TO WORK PERFORMED FOR PILGRIM .. '. LUTHERAN CHURCH WEST OF SHELBORNE ROAD IN WE1HE ENGINEERS, INC. JOB #W04 -81 1. ELEVATIONS ARE BASED. ON GEOID03, NAVD . 1988. - ; ' TEMPORARY' BENCHMARKS' : . t . .. I TBM #1 .' ! . i. . . MAG NAIL SET 1 -FOOT. UP IN POWER POLE #IPLCTC B 697, LOCATED 15 FEET f. WEST OF THE CENTERLINE OF SHELBORNE ROAD AND 140 FEET NORTH OF THE CENTERLINE OF THE EAST ENTRANCE TO THE FIRE STATION' j ELEVATION -. 900.33 . (NAVD - 1988) . - . .. : i . . . TBM #2 . . . � 1 MAG NAIL SET 1 FOOT UP IN POWER POLE #24 IPL .129 -A, LOCATED 20 FEET. NORTH OF THE CENTERLINE OF 106TH STREET ACROSS . FROM THE ENTRANCE • TO HUNTERS FIELD SUBDIVISION.. . I . ELEVATION - 898.64 (NAVD 1988) ! . . . . E . I .. . . . .. ! � � . : . . . i . . . .. . . OPERATING AUTHORITIES4 . . . C. 10. 4a F. . , - ST� . O. . - R. M. . . W AT. ER POLLUTION PREVENTION PLAN W V1 . r� . 0 . cn W X R \\��\ /�/ ... . . . . . . . . .. 0301 CONSTRUCTION SPECIFICATIONS �,,��` SK. SHI/yH'' %' . . � . . . ____. . .. � ;���Q�� ���sTER� F�Syy.,,, . �. �. Ll01 LANDSCAPE- -PLAN -. .' ' . . . . . . . . � . . . . . I . . . N 0. �° � . � . . .. . . I . . . - :10200392 ': , I I . . L10: 2 CAPE. . DETAILS = , - -O `- . S- TATE of ;: 0 . � R.�'VISIO.NS � 6�Z�� _1""`S`"SS­SSS`SS"S""S`SSI` . . I . . ........ ­ .. �.. . .. .. � . �. .1 �. . .1 . � � . � 1. I I . . � - � � - � � - - l�l /CC V CSIiT(UF�lAU DL' 1119/1l1�109 - -- . . .. I . . . . . . q � . CITY ,OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT - IPL� . . I . . ONE CIVIC SQUARE ' - HAMILTON COUNTY JUDICIAL CENTER, SUITE 25 MONUMENT CIRCLE 1 I . CARMEL, IN 46032 _ . 30 INDIANAPOLIS, INDIANA 46204 .: .. . II . . PLANNING DIRECTOR: MATT . GRIFFIN � , . NOBLESVILLE, INDIANA .� . 46060 -2229' : LINDA RHEA' . .. . . 317 -571 -2417 JASON - LEMASTER * :. .: 317- 261 -5274 DEPT. OF ENGINEERING: DICK HILL, 317-- 776 -8500 .- - • ' 317- 571 -2441 VECTREN ENERGY . .. ASSIST. BUILDING COMMISSIONER: JIM VEOLIA WATER INDIANAPOLIS. P.O:. BOX 1700 � . . � . I . . . ' . . '. . . . 1 ­ .. . BLANCHARD 1220 .WATERWAY BLVD. NOBLESVILLE, INDIANA 1I I 1. 317- 571 -2444 INDIANAPOLIS, INDIANA 46202 . . CHUCK SHUPPERD . . f 317- 263 -6347 317- 776 -5535 CITY OF CARMEL FIRE DEPARTMENT I TWO CIVIC SQUARE . . . . CARMEL, CITY ' UTILITIES � : . SBC . CARMEL, INDIANA 46032 . 130 FIRST AVENUE S.W. � . = 5858 NORTH COLLEGE AVENUE GARY HOYT .' . . CARMEL, INDIANA- 46032 . .. . • �NZII �NAr`�- Ids, IiNDiAI� A� 45220- i i ' 317- 571 -2600 JOHN DUFFY ' . - 317- 265 -2727 . . . • � I I � . . � . . t j i I I i ; ii i i i � i i I t I i i ; I . . � I _ . . . � .. . . . , 317- 571 -2648. . I CLAY TOWNSHIP REGIONAL WASTE DISTRICT ' . . . i t '10701 NORTH COLLEGE "AVENUE, SUITE A - HAMILTON - COUNTY:. SURVEYORS OFFICE ' . INDIANAPOLIS, - IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 . ' . . . . CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER . 1. 317- 844 -9200 NOBLESVILLE, INDIANA 46060 I . F { GREG HOYES . - 317 =776 -8495 . . . . . . . .. - . . . 4 I i : I . . . . ' . I '. . . S 4 3 2 i • I - i ' . . �. V - J Q . .. .. Q0 . . . � .. , * . .. a . . �" . C.. .... . � C . . I I . . I I . . I . . . � 4 d . . . . . . . . � . I . . . .N . Call 1- 800 - 382 -5544 � -� 19 _ � . 2 WORKING DAYS I . - . . . . . 1 64;� .Q.. BEFORE YOU DIG. 0 - - § - . . Q4 9 . ,._� ' , .. .� ° W d . . � . I � 1. . ...� 0 � � _ � . � �' El� . � . fj .w . . pmmq .. . � � . ,� . . . L; Q) - . ._ .� � . w �., . . T'S . � �� W . . . tOMA WNR'VO-N F UEM1VN V1VE� M. � ��}--S E . K . .. Q � w W Q) . � •..o � ". o WN '`11 . W ✓ �."'�'� C3 O... E--� Q. SHEET N0. . 1 =800- 382 -5544 �I PROJECT ND. ........ . . . . � . . w06.0166 - - U . . . - . _-A.......m.. . � I .. . . . . . . . � . . ... . .. -1 . . . . . I . . . I . . . � . . . .. .. . I .. . . . . . . � . . . . I . . * . HUI . , , . . I - 9 8 7 G . . � . I . : . . . � I : . . . % . . , AREA - p . . � . : : - I . . . . : . . ; . . . .. .. : . . . ! . . . . I ; . . � . . . . . . . I i. . . . : . . . : . . . : . .. . . : . . . I . I I : . . : . I z. . . . 4 . � . . . � ; . . � . . . . . . .: . . . . . I z . I . � . . . i . . . . : . . .. . . I . . . I . . . � I I . : '. . . . . . . . . . I : . . . : . . � . � I . . . . � . . . . : . . z � il I . : . . . . �. : . .! . BEN�HMAR . K I . . ELEVATIONS ON THE SITE WERE ESTABLISHED BY' GPS AND CALCULATED USING - i � i. NGS OPUS. A FURTHER CHECK WAS MADE TO WORK PERFORMED FOR PILGRIM .. '. LUTHERAN CHURCH WEST OF SHELBORNE ROAD IN WE1HE ENGINEERS, INC. JOB #W04 -81 1. ELEVATIONS ARE BASED. ON GEOID03, NAVD . 1988. - ; ' TEMPORARY' BENCHMARKS' : . t . .. I TBM #1 .' ! . i. . . MAG NAIL SET 1 -FOOT. UP IN POWER POLE #IPLCTC B 697, LOCATED 15 FEET f. WEST OF THE CENTERLINE OF SHELBORNE ROAD AND 140 FEET NORTH OF THE CENTERLINE OF THE EAST ENTRANCE TO THE FIRE STATION' j ELEVATION -. 900.33 . (NAVD - 1988) . - . .. : i . . . TBM #2 . . . � 1 MAG NAIL SET 1 FOOT UP IN POWER POLE #24 IPL .129 -A, LOCATED 20 FEET. NORTH OF THE CENTERLINE OF 106TH STREET ACROSS . FROM THE ENTRANCE • TO HUNTERS FIELD SUBDIVISION.. . I . ELEVATION - 898.64 (NAVD 1988) ! . . . . E . I .. . . . .. ! � � . : . . . i . . . .. . . OPERATING AUTHORITIES4 . . . C. 10. 4a F. . , - ST� . O. . - R. M. . . W AT. ER POLLUTION PREVENTION PLAN W V1 . r� . 0 . cn W X R \\��\ /�/ ... . . . . . . . . .. 0301 CONSTRUCTION SPECIFICATIONS �,,��` SK. SHI/yH'' %' . . � . . . ____. . .. � ;���Q�� ���sTER� F�Syy.,,, . �. �. Ll01 LANDSCAPE- -PLAN -. .' ' . . . . . . . . � . . . . . I . . . N 0. �° � . � . . .. . . I . . . - :10200392 ': , I I . . L10: 2 CAPE. . DETAILS = , - -O `- . S- TATE of ;: 0 . � R.�'VISIO.NS � 6�Z�� _1""`S`"SS­SSS`SS"S""S`SSI` . . I . . ........ ­ .. �.. . .. .. � . �. .1 �. . .1 . � � . � 1. I I . . � - � � - � � - - l�l /CC V CSIiT(UF�lAU DL' 1119/1l1�109 - -- . . .. I . . . . . . q � . CITY ,OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT - IPL� . . I . . ONE CIVIC SQUARE ' - HAMILTON COUNTY JUDICIAL CENTER, SUITE 25 MONUMENT CIRCLE 1 I . CARMEL, IN 46032 _ . 30 INDIANAPOLIS, INDIANA 46204 .: .. . II . . PLANNING DIRECTOR: MATT . GRIFFIN � , . NOBLESVILLE, INDIANA .� . 46060 -2229' : LINDA RHEA' . .. . . 317 -571 -2417 JASON - LEMASTER * :. .: 317- 261 -5274 DEPT. OF ENGINEERING: DICK HILL, 317-- 776 -8500 .- - • ' 317- 571 -2441 VECTREN ENERGY . .. ASSIST. BUILDING COMMISSIONER: JIM VEOLIA WATER INDIANAPOLIS. P.O:. BOX 1700 � . . � . I . . . ' . . '. . . . 1 ­ .. . BLANCHARD 1220 .WATERWAY BLVD. NOBLESVILLE, INDIANA 1I I 1. 317- 571 -2444 INDIANAPOLIS, INDIANA 46202 . . CHUCK SHUPPERD . . f 317- 263 -6347 317- 776 -5535 CITY OF CARMEL FIRE DEPARTMENT I TWO CIVIC SQUARE . . . . CARMEL, CITY ' UTILITIES � : . SBC . CARMEL, INDIANA 46032 . 130 FIRST AVENUE S.W. � . = 5858 NORTH COLLEGE AVENUE GARY HOYT .' . . CARMEL, INDIANA- 46032 . .. . • �NZII �NAr`�- Ids, IiNDiAI� A� 45220- i i ' 317- 571 -2600 JOHN DUFFY ' . - 317- 265 -2727 . . . • � I I � . . � . . t j i I I i ; ii i i i � i i I t I i i ; I . . � I _ . . . � .. . . . , 317- 571 -2648. . I CLAY TOWNSHIP REGIONAL WASTE DISTRICT ' . . . i t '10701 NORTH COLLEGE "AVENUE, SUITE A - HAMILTON - COUNTY:. SURVEYORS OFFICE ' . INDIANAPOLIS, - IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 . ' . . . . CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER . 1. 317- 844 -9200 NOBLESVILLE, INDIANA 46060 I . F { GREG HOYES . - 317 =776 -8495 . . . . . . . .. - . . . 4 I i : I . . . . ' . I '. . . S 4 3 2 i • I - i ' . . �. V - J Q . .. .. Q0 . . . � .. , * . .. a . . �" . C.. .... . � C . . I I . . I I . . I . . . � 4 d . . . . . . . . � . I . . . .N . Call 1- 800 - 382 -5544 � -� 19 _ � . 2 WORKING DAYS I . - . . . . . 1 64;� .Q.. BEFORE YOU DIG. 0 - - § - . . Q4 9 . ,._� ' , .. .� ° W d . . � . I � 1. . ...� 0 � � _ � . � �' El� . � . fj .w . . pmmq .. . � � . ,� . . . L; Q) - . ._ .� � . w �., . . T'S . � �� W . . . tOMA WNR'VO-N F UEM1VN V1VE� M. � ��}--S E . K . .. Q � w W Q) . � •..o � ". o WN '`11 . W ✓ �."'�'� C3 O... E--� Q. SHEET N0. . 1 =800- 382 -5544 �I PROJECT ND. ........ . . . . � . . w06.0166 - - U . . . - . _-A.......m.. . � I .. . . . . . . . � . . ... . .. -1 . . . . . I . . . I . . . � . . . .. .. . I .. . . . . . . � . . . . I . . * . • � I I � . . � . . t j i I I i ; ii i i i � i i I t I i i ; I . . � I _ . . . � .. . . . , 317- 571 -2648. . I CLAY TOWNSHIP REGIONAL WASTE DISTRICT ' . . . i t '10701 NORTH COLLEGE "AVENUE, SUITE A - HAMILTON - COUNTY:. SURVEYORS OFFICE ' . INDIANAPOLIS, - IN 46280 -1098 ONE HAMILTON SQUARE, SUITE 188 . ' . . . . CANDY FELTNER HAMILTON COUNTY JUDICIAL CENTER . 1. 317- 844 -9200 NOBLESVILLE, INDIANA 46060 I . F { GREG HOYES . - 317 =776 -8495 . . . . . . . .. - . . . 4 I i : I . . . . ' . I '. . . S 4 3 2 i • I - i ' . . �. V - J Q . .. .. Q0 . . . � .. , * . .. a . . �" . C.. .... . � C . . I I . . I I . . I . . . � 4 d . . . . . . . . � . I . . . .N . Call 1- 800 - 382 -5544 � -� 19 _ � . 2 WORKING DAYS I . - . . . . . 1 64;� .Q.. BEFORE YOU DIG. 0 - - § - . . Q4 9 . ,._� ' , .. .� ° W d . . � . I � 1. . ...� 0 � � _ � . � �' El� . � . fj .w . . pmmq .. . � � . ,� . . . L; Q) - . ._ .� � . w �., . . T'S . � �� W . . . tOMA WNR'VO-N F UEM1VN V1VE� M. � ��}--S E . K . .. Q � w W Q) . � •..o � ". o WN '`11 . W ✓ �."'�'� C3 O... E--� Q. SHEET N0. . 1 =800- 382 -5544 �I PROJECT ND. ........ . . . . � . . w06.0166 - - U . . . - . _-A.......m.. . � I .. . . . . . . . � . . ... . .. -1 . . . . . I . . . I . . . � . . . .. .. . I .. . . . . . . � . . . . I . . * . w W Q) . � •..o � ". o WN '`11 . W ✓ �."'�'� C3 O... E--� Q. SHEET N0. . 1 =800- 382 -5544 �I PROJECT ND. ........ . . . . � . . w06.0166 - - U . . . - . _-A.......m.. . � I .. . . . . . . . � . . ... . .. -1 . . . . . I . . . I . . . � . . . .. .. . I .. . . . . . . � . . . . I . . * . 1 =800- 382 -5544 �I PROJECT ND. ........ . . . . � . . w06.0166 - - U . . . - . _-A.......m.. . � I .. . . . . . . . � . . ... . .. -1 . . . . . I . . . I . . . � . . . .. .. . I .. . . . . . . � . . . . I . . * . Cn N 0 U 0 co O Q 0 °u' E / a Cn 03 i I 0 to JE JE a N ( ro m a °o �" N T a D . ;•: u, w m z > o�\° U0 Q Lki 1 -1 a- (1) t •>'. U X01 0 i 7 - 5 - 4 - .3 2 1 I I 85' G I Ut'1't 17c"-if (for benefrt of Church) I - . . . . .. . enero r I y . .. ' per In trument No. 2000 -31590 ' . . . I I . 85.0 10' Water Line Esmt. - per . Inst. � No. 98- -56847 � . I I . . I I 10 Water Line Esmt, per plat . . .. I ' . . .. . '. IQ- 9 15' Utility Esmt. per plat . . . . I . I r , . . "Block A" English' Oaks . � - I Common . Area . Plat " Cab. .2, Slide 541 I Inst. - No. 200 1 -751 � ' . . ( E ti h 0 k Homeowners Associcitfon Inc . GENERAL PLAN NOTES } E . = EXIST. ELECTRIC METER . . . . � .. � � . : � . . ZITNT� I Inst. No. 98-- 56847. Easement runs . . i ... i 1 ® ®0 = 1. :MM00 9 , / 4 north to the north line, S/2 SW 14 . . 1. RADII ARE 5.0'' UNLESS OTHERWISE NOTED. . . 15' . I . . G,l� �_ = .' .. - - - Sec. 5 -T17N -R3E . o w� " H I . I 1 ' T T. Ped.® = = EXIST. TELEPHONE PEDESTAL ' ' TC - 2. SEE ARCHITECTURAL PLANS FOR DETAILS -OF . - . . 3 _ . BUILDING AND BUILDING DIMENSIONS. DC - NOT STAKE . . = HVAC UNIT . I . ' . Q > ; ' 15'' - . a� . BUILDING FROM THESE PLANS. ' . 8 a Q . . = EXIST. CLEANOUT - RAP, .. - - REINFORCED CONCRETE PIPE " ' "Block A" English Oaks r o, . M �; �� Lot 16 English Oaks Plat Cab. 2, Slide 541 . w cv L °' . 3.. ± DIMENSIONS INDICATE FIELD DIMENSION Common Area Cw :: . d . = Insf. No. 2001 -751 : z . ADJUSTMENT AREA BASED . ON ACTUAL FIELD LAYOUT Plat Cab. 2, Slide 541' Inst. No. '2001 -751 ' v o �, Q . O - a m a . Susan Ivy .Russell and _ _ 1. COORDINATES. HATES. . English Oaks Homeowners Association, Inc. . Inst.. No. 2001 -13950 u-, _ %_ �' -- •i-• L: E o .� Johnathan Scoff Russet! lnsf. No. 2003 - 108878 . ' . - - o N C . ' EXIST. BOLLARD M ; . _ 4 J �-' of I " I a� W 0• i 2 Story Brick House _ E . . . . ;i } -. M Z s v a a) 7' _ " .� . n g s a s a . . - . .� . � 10 L .� u, : Inst. No. 2001 -13950 . I . . . op Detention Pond W ¢ o ■ ;n �.. 0.0 i a o .Q I Detention Pond Detention Pond Asphoit Concrete Drive - .° Detention Pond Detention Pond �, CL 1111 . � I . I U ' f• -Edge of Water 9 " 9 30 �3raina e Esmt. er Sat Edge of Water v _ g p "� w I} . V" ° .. _ a01 I -' . ' �� . 1W L Edge of Water � e . t i t I 1. I N.89 00 09 E. 1352.78 CONSTRUCTION LIMITS 7: no o a ,o I 1= ICONSTRUCTION LIMITS -- "- '-' . . . © v o © o r:� ..� Signs " V . , , . 0 0 0 §::=� o --- � - . ; i 15' B.S.L. End of'cur . Railroad' Spike ° f i i 4 s of 1.1.q 11 Fnd. down 0.3 ° ° ° 25' SIDE /REAR YARD SETBACK 8c. BUFFERYARD . . . . . I . . I i; . . .. . . � . I . 11 , I . . - - . . n - [�. - 0 - 9 e F U F I . a . . . 9 . I i f I .11 1 -.4- ' ; - . ° . - . LEGEND . .. . .. . . ! I - . - . . . a i ! M . . R. '. .. . . . . ' � 132.22 � . . V FH &+ = EXIST.- FIRE HYDRANT - _ ,_._ - - - --j . .0� 130.11 RIGHT -OF -WAY LINE In to ? w . Q-Q i WM - EXIST. WATER METER /VALVE - - PROPOSED SANITARY SEWER LINE. z „ : L ® EXIST. SIGN O PROPOSED STORM SEWER LINE U I ) I I = 25 • r O = EXIST.. MONITOR WELL STM - . PROPOSED HDPE ROOF DRAIN ... z . s • PKF EXIST. IRON PIN & OR. PK (SET /FOUND) © _ I--- PROPOSED PIPE BOLLARD (n . . .�) I - _ , . : • ®GM [] © = EXIST, GAS METER - z . ..., . . ` s ; .. ' = PROPOSED MANHOLE O ° ,� • • ® = EXIST. GAS 'VALVE U - . . � I . . t . I = PROPOSED CONTOURS 7. . . . .. }' I -- '- _ � 644.18 -- . �D Q ' I ; .. �,H _ 894.50 - = PROPOSED ELEVATION , . . acr I 8 . . O o .� ' EXIST. STORM /SAN�./TELE. MANHOLE .0 . CL._. Q a -- PROPOSED BUILDING . . - I = DRAINAGE FLOW ARROW . . PHASE 2 Z � ' I (O . . 25, 610± SF 0 O v I . .. ' - .. FFE= 900.50 . aV . .0 I �, w - ( , I D / 0 r ) AI . 85 Hero! sm , • (for enefit h .. per I strumen 00 • I p _ . . • _ . N I 1 APPRO IMATE TI • .. ' . _ .. ' 85. F 00 -Y 0 • cJ w l0 4 9 - - . GA w Q - 0' 0 E VAT . O Q ' 1. . 21L / GA ^ . / LU . . M . . - ...: . . . . . . . . . . . . . ' o . Z1 � I �- . �j r- I • • . .. . - I } E EM ®. D = = EXIST. ELECTRIC METER . . . . � .. � � . : � . . ZITNT� I . . - - . i ... i 1 ® ®0 = = EXIST. POWER POLE /POWER POLE w/ LIGHT . :MM00 9 ' :. .. . X W W. . , ' . cf) . . ; . G G,l� �_ = . _ G G _ ' o w� " H I W 1 ' T T. Ped.® = = EXIST. TELEPHONE PEDESTAL ' ' TC - -. TOP OF (MANHOLE /INLET) .CASTING . . . 3 _ AC = = HVAC UNIT . I INV .. . I _ . NLET) - . - . r � . W a . . ~ I i R CO A . . . = EXIST. CLEANOUT - RAP, .. - - REINFORCED CONCRETE PIPE " . M M B . _ C . - - CORRUGATED METAL PIPE . . . _Z.< �" . I ® . = .. . • PVC - _ _ •POLYVINYL CHLORIDE PIPE 4 . � 0 W UW • 40' Drainoge Easement per lust. . HELLENIC ORTHODOX CHURCH _ _ _ STR.. . - . * -7-1 . , '. , .< - , . . "THE HOLY TRINITY INC. �� o o eon _ EXIST. BOLLARD M M.E.G. - _ 4 4 0 0• i i ' - _ E = EXIST. SANITARY SEWER LINE - . . -SSD = -. M •� Z c0 F o.< , , ' I .� . . . . TOC = = TOP OF CURB CD � 0 0 3 i Z� 0o I- �� � E Z L d E w -, x w acres ± -- 89-2 -- = = EXIST. CONTOURS G GUT G - Q v Q M . _�: . ~ ~ . 0 . . . . . I CONCRETE END SECTION (C.E.S.) T TELEPHONE LINE w = I �.� _ .0 i GP = GATE POST TBM = TEMPORARY BENCHMARK I-j- o°°o .r�„� Y. r W 10 Water Line E er �` 6 0 M = c� I cn . - Ins No' 98 -56 .. - .. - Q :...' - TRANSFORMER E ELECTRIC UNE m . I. I V7 ; 11 I o _ . . _ I D PARKING COUNT . Z D MPSTER /SERV E '' 5.00 i .. - V) I - I I cD ' . . • Z2 AREA 20 12 I y o . Do Not I - I . C] to ( r 21.09 13 I . .. .. .. U z . QO Enter Sin Stroight � I w Q 00 '� • ' I 0 � � . I - � '1 I . . . . � - 9• Curb V/ II �--1 V I 1 i W o I 111 ---- L p rr-fr -a d \ •, . +. 620.32 U Asphalt entrance I I z r . • 2 R ,00- U P M �' ( ' 0 (� - .,"` i ► C $.C? y '�,a� ? - _ ems:} �:-.:.. • 197.12 ; . . 4 ... to fire station tY . * , / - CO = : �: j° _ 226.18 t� ' .. . II i iia 3 S?±•7G � _ • l • r • • •' y . �' 1 , a Y 1 } } . < Q ' INt co o I N w o 4 - _ .: :. :I z ob' a.00 I , _ . . . . . w � V.► Straight , LL_ 17 I ,• :.. ' , .: : . . . t� L J . f Curb h - t i 2 00 ''` ` ' . .. - . • ` . } Q .- 24.00 4. ...._ot .-�-- ° �' Q 3 U? �t ' . ,� ' I O O .7 • _ -, . 17 APPROXIr .� , E LOCATI N �, o . ° J m � _ R 15.00.. ,. 4 ; -► ° 15.00 Ri5.00 w .� :R.,O�' ciF 0 ®° ' w } R44 0o YEAR FLOOD I • � �' Q o I F•- R15.00 R20.00 PROPOSED BUILDING . o w -, 23 . . . O �' R10.00 23 t7 PHASE 1 .. 4 , . , ELEVATION= 595.68 ' 0 N C, N . . Q . I p m Q tb �. = •. 39,425E SF - . : _ '•.. ^ I .. v7 r(,,.) Z . W U R5.00 • . _ . .. � ! ' . LU O' . ' FFE- 900.50 . R5.00 ,s +s R5.00 Zt .r., ,.; - • • i ' w � . ' �" • . '. •�•�4:OC 0. 0 Gras. O 11 a I 23 ; : t7 :5. 4.00 z • . _t � •Z I rY w t/ - t a.. .i. . ', .I.' •`, T'•,y.•�•�• 9.00 I • -• I` • �V •~ •' (' O Q 4 Drat as e ( t 107.00 s ::: ' © � . Z L . * N 98 31 9.00 9.00 v •' t . . -.­� . 23 24.00 6 '� i mom I c �---- 4. 5.00 7 7 5.00 R44.00 I 20 00 - �-- 24.00 --� 20.0 0.00 2 0 •.. t5 5.00 �• I CO . LW . 1 ,, j ,. 7 t5 5.00 : F- I 98.00 • I- =24b0:. a. PYdPDE v € MAI_ - - . ' 23 .• 144.00 R10:00 ' ''r' NOR zs. o'° .. .. 5.00 R 15.00 .. . o R10.00 23 29 „ 20 to 2a to 2a 10 20 to 0.0 .' 0.0 11 Z I i - R15.00 `-a .� - . ' f II 8 R 15.00 t 180.00 ' 4 R39.00 roll" I-9. C=OQ J I• --S.00 }` � 24.00 1 R25.00 t t:.. . V 26 i2 4 5.0 2 q0 63.00 _ . - I z Q ad Z) - speed .. �"I 8. 8.00 8.00 8.00 13.00 2:...Q ,. :` . y . Lr. �t unit 45 I .. . L 9.00 s R5.00 R 15.00 5.00 �? 5± � to M N _ t-- .. 5. 0 15.00 R3.00 8.0 2s 8.00 8.0 R5.00 �.'1 t- . c m ^ ca (n Sin .. 8 7 _ . co rn Z 9 I 8 R15.J0 11�5OQ. 23 U z ,a 0.0 Y3 23 131 00 . . � . p ,V E .. O 23 • . � • 0 14.88 ® - . ,� -U z in - .0 I 14.88 . . . F- . 0 4 ° h 23 • R4.00 24.0 ED 24.0 I . ' . . . V) I Q v.x ° `q < 2� R4.OQ ,4 .10.77 RO SW `` '' Z . � z o . 0 Y 1 ' . :•- R15.00 12 .00 R15.00 0.0 .` t ., :. • ! " O Cr r- U z Z W t7 R15.00 1 R15.00 R5.0 5.0 R15.00 :......::• U . .'. j `'- , -� �, b 1 • ' 2.00 t� t7 R 1.5.i�.0..' T • . • • � N . . R5.00 •. -.. . Q y _ J _ t7 24.00 R3.00 'r'..:,' 6 } 1 .. . . . � 0 :,� . t 5.00 ; '� . 1'',., 1 ` . . . . - . . I .. . < I R5.00 t7 24.00 ,' 40 ' B.S.L: .fij i $ 9 R3.00 t 3a r I 1 fi4.55 4 . S L. R5.00 . . R 1 x.00'- •' - -- _ . C/L 10 IPL Easement �•� o s 23 - -. i Inst. No. 96 -24143 Q I I © z3 0.0 9. 0 :t•'. ':. ,.,...%:,..... •• j ; . . . Area of .. . 1. rn _ 3 Standing Water '� 12 .0 3� d0 ; 10.0 •6 0 I 50 . , , i - - o z - 5'" LANDSCAPE BUFFERYARD v - t� 15. : -- . .� 5 it> �, o I .,= .50 x; �� 15 LANDSCAPE. BUFFERYARD . °' ROPOSED 65 1 ROf . - - -- -- -- -- �.. t� 20.50 4 : :: PROPaSED 50 - - ._._ -- GA -o ,� / •-- m e 20.50 23 ,; 6 in .._ - .._ _ ._. R Line � 2 ROW -- - --- - I PF 50.0 N f l W I rapuse , r--50 Proposed /W� o co c. car. mcom D 10 ASPHALT PATH - - T.Ped. PROPOSE ,�, L - � � � �. �� ' 0' Sewer Esmt. er 10.00 z� 15' Indiana Be1I Esmt. .. :. .:. t5 27 3 p . . ' 15' IPL Easement - . I It 5 45 ' - - --- er 10.00 RELOCATED POWER POLE t5 5. 3..,., { per ns . o. -- • Indiana 8 mt. 15 IPL • 'Easement 30 Sewer 18 V I 3t Z_ . . .. . ,� ,, 10.04 5294 per Inst. No. 96 -24143 o Inst. No. 90 --792 I _ _ . . . I miles „� 15 a. 92 -3 - 31 2 16 19 19.• 2' T 2 `" .. .. .. .�� 1 ... . ar �..v 'r 1 T. r . e . 1 1 D 02 5 E. . ��: N 9 s•- c. 1 .8 r � .•.,. i Vii.• 1r. •t 0.. . 3 .: t -•��qp : , Ede v f A ho t }�., ( � V •• 1 • p V Y. t!1 -_� ''Y Y ,. '^ o �71 63 1 0 ,� 2 0. ��. - R d:�?0.. h f A. O w D Jvf �_'� Y D CL • C:.. T.Ped. gti ��, �, ° ' - CONSTRUCTION LIMITS ,_ .� ..� .._ . . . . .. � � � � � x ° ® ° 4 Sec. 5 T17N R3E _ 3 .� ; 150.0 - ,_,,, - ._.. •- Edge of Asphalt of no e� . • `�. --� ■ _:� ---� y . ©. a �� �Sovth line, S - - .._. - - -; 3 106th STRE T. �- GLMo BG BG 9G SE Corner, SW /4 ® .. S ..••_ ..._ _ . o. . 8 9 00 0 9 W. 1352.78 - N RATION LL2Z . -: - - . . . .. . . . . . -�-� . . Sec. 5- T17N. R3E 106th STREET . 5 15 � r -Edge of Aspholt . : _ . _--- -----" ± Raitro a d Spike Found, G GA down 0.40' -Speed Limit Sin . �- Edge of Asphalt !Bolted Curb G r o _ s s ;. . . . _ . . . - . . P 9 } .. Street Rolled Curb cone. walk StSi� � . Grass - Gross _ .Srgn• - - . . . t --- ---- -- Conc. Walk Street S' n� - . Stop S no 1 Conc. Wolk -- - -- Wrought -iron Fence Concrete Walk Conc. Mon. Fnd. - -- -. _ - - -- - - _ . . . . ' . " Concrete Wolk Wrought -iron Fend . at Subdivision corner rk - Wrought -trop Fence i a % . N p"0 U : ; SW Corner, SNP /4 . ' wrought -iron Fence • . . . - . ` r0 i. . Sec. 5 T17N --R3E . Railroad Spike _ ' _ . z � i : ' I . . . . 2 : r . . . . Found down 0.40 ostsi .. _ PLAN NOTES . .. _ . . � . . I . . .. . 1 LIGHT - DUTY ASPHALT PAVING PER DETAIL ON SHEET C201 17 6" CONCRETE CURB; SEE . DETAIL ON SHEET C201 I . ENE�AL NOTES. . - � . . . . ±. I Call 1 -800- 382 -5544 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS . 2 R.O.W..ASPHALT PAVING 18 STOP SIGN TYP. # ! _ . ( ) 2 WORKING DAYS ARE OBTAINED FROM THE RESPECTIVE CITY, - COUNTY, AND STATE AGENCIES PRIOR .TO STARTING CONSTRUCTION. ' . _ . . I. BEFORE YOI�.SCALE) . 3 „ E . 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION .OF ALL EXISTING . . . ' . .MATCH EXISTING PAVEMENT 19 24 PAINTED -WHITE STOP BAR } IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION .. .. . UTILITIES- . NTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL - � 4 CONCRETE CURB &SIDEWALK, SEE DETAIL ON SHEET .c201 20 PARKING' BARRIER; SEE DETAIL _ ON. SHEET 0201 3} IT SHALL BE THE CO , . RESPECTIVE UTILITIES. J PRINTS VERBALLY 0R IN THE SCOPE OF WORK SECTION "ARE ESTIMATES :. 5 SIDEWALK .FLUSH WITH PAVEMENT 21 PROPOSED .TRANSFORMER .. PAD LOCATION 4) ALL QUANTITIES GIVEN ON THESE . . . . . H BIDDING CONTRACTORS. .. . . .. . . . AND SHALL BE .GON_FIRMED• BY THE B • 6 CONCRETE SIDEWALK; • SEE DETAIL - ON SHEET c201 - 22 FUTURE PHASE 2 BUILDING LOCATION ; . ' I I 5) OCCUPATIONAL SAFETY -AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS, FINAL RULE 29 :' . . . ' . . . � I . . . . % . .SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE - (5) FEET IN DEPTH. ' ' . .. . . . . CFR PART 1926, 7 ADA PARKING SIGN (2 VAN ACCESSIBLE) 23 PROPOSED LIGHT POLE AND. BASE • 6) IN ADDITION, .EXCAVATION. EXCEEDING TWENTY (20) FEET IN DEPTH - REQUIRE THE DESIGN OF A TRENCH SAFETY-. . ' .. . _ . . .' ' . 3 SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. . " . . . . ' . 8 PAINTED WHITE 4" PARKING LINES - . 24 PAINTED PARKING ISLAND 7) IT SHALL BE "THE .RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL . - " ' ' . . . THROUGHOUT THIS PROJECT. .. PAINTED BLUE ADA ACCESSIBLE AISLE (2 -8' - WIDE, 2 -5' " WIDE) ' . 25 FOUNTAIN .(OPTIONAL)' : ! .. 1. I . . 8} TEMPORARY. TRAFFIC CONTROL DURING -CONSTRUCTION TO CONFORM TO APPLICABLE" LOCAL STANDARDS.'. I I . .' - - . .. . ... .. . ' . . - .. .. . . . ' . 9 BEARINGS, DIMENSIONS,' AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS'. AND 1 PAINTED ADA 'PARKING SYMBOL (PARKING BAY 8' x 20') 26 CONCRETE APRON .AROUND STORM. DRAINAGE INLET . . } .. . .. .. . . .. . t ! . PLATS FOR EXACT INFORMATION.. ' � . . C ARROWS- SEE DETAIL ON SHEET' C201 27 - 4 ' ' . . . . 10 ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND. POSITIVE DRAINAGE 11 PAINTED WHITE TRAFFI PROPOSED. 10' ASPHALT. MULTI USE PATH; SEE DETAIL ON SHEET . . . . . .. .. . PRESERVED. �, C201. 11) -THE -ENGINEER AND /OR OWNER DISCLAIM ANY ROLE- IN THE CONSTRUCTION. MEANS AND METHODS .. ' , . . 12 PROVIDE 6 MIN: APPROVED TOPSOIL BETWEEN BUILDING AND 28 # . ASSOCIATED WITH THE PROJECT. I . . . . . . . • . . SIDEWALK /CURB. COORDINATE W/ ARCHITECTURAL DRAWINGS . PROPOSED CHURCH . SIGN . I . 12 THE LOWEST FLOOR' ELEVATION RECEIVING GRAVITY SERVICE MUST BE A - MINIMUM OF ONE (1) FOOT ABOVE 29 BIKE RACK . - INVERTED U -TYPE PER CARMEL CITY CODE, THE TOP OF- CASTING OF THE NEAREST' SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL'. BE :REQUIRED. .. - 13 TRASH :ENCLOSURE, COORDINATE WITH ARCHITECTURAL DRAWINGS • . " CHAPTER 27.06.03A . 13 . ALL DIMENSIONS -ARE BASED ON FACE OF CURB OR BACK OF ROLL ' CURB OR FACE OF BUILDING. - � - . � . .� . . . . � � , . 14 HEAVY DUTY CONCRETE PAVING WITH. 1 CHAMFERED CORNERS . 14) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM .RELATED DETAILS, AND PER DETAIL ON SHEET c201 30 HEAVY DUTY ASPHALT PAVING PER DETAIL ON SHEET C201 1 SIGNAGE SPECIFICATIONS. DO NOT . '.STAKE BUILDING ' FROM T. H. E- . SE PLANS. � � I .. _ O _ -_ -E-. --- . - - - --- - -- - . I SAID EXISTING UNDERGRUND UTILITIS SHALL BE VERIFIED BY THE 15) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND : 15 ADA ACCESSIBLE RAMP - • 31 3' STONE SHOULDER PER HAMILTON COUNTY HIGHWAY DEPT.! . . 1 = 50 CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION _ - COORDINATE AS REQUIRED., ' . - . � ' . � . REQUIREMENTS. ' . . . PLEASE CALL . "H 0 LEY M 0 LEY' 16 FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS ' TO MATCH WITHIN A MIN. OF THREE. TAPER 6" CURB WITHIN 3 FEET I 1- 800 -- 382 --5544 . (3 FEET. . ' . } : ? 50 goo . I . . , I . . . . . - . . 10 9 8 7 - .6 - 5 I 4 . . I - - . . . - . . j. i . . _ _ . I I . . . . . . . . . . . . .. . .. . . I . . .. . . . . I I . . . . I . . � . 1. . . I . . . . . . . I � • 3 1 . 2 o . 'M4 `0 00 .Ln �tA1 U . �00�..- W . . ZITNT� I .� 00 00 41 10--4 . z - i matz o :MM00 9 X W W. cf) W f::� U . . o w� " H . W M .. . .< F4 . Ew . .Z1. - , . . 0.cl O - . r � . W a . f%� " /� �:) Q U) ' 1 - I . - c1q 1. Q. 0 . Z. >. 11qr , , .. . _Z.< �" .4 . W . I III2 . . . - . . E/1 P . � 0 W UW • ► I � . .. , , 1-m-4 2 . * -7-1 . , '. , .< - , Q - H . - - . tn H o 5! - kn- H o U- T-01 177� . . D . .. •� Z c0 F o.< . �i O I -E w E .. w m °_ Aa Q CD O � ' CD � 0 0 3 SIGNAGE SPECIFICATIONS. DO NOT . '.STAKE BUILDING ' FROM T. H. E- . SE PLANS. � � I .. _ O _ -_ -E-. --- . - - - --- - -- - . I SAID EXISTING UNDERGRUND UTILITIS SHALL BE VERIFIED BY THE 15) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND : 15 ADA ACCESSIBLE RAMP - • 31 3' STONE SHOULDER PER HAMILTON COUNTY HIGHWAY DEPT.! . . 1 = 50 CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION _ - COORDINATE AS REQUIRED., ' . - . � ' . � . REQUIREMENTS. ' . . . PLEASE CALL . "H 0 LEY M 0 LEY' 16 FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS ' TO MATCH WITHIN A MIN. OF THREE. TAPER 6" CURB WITHIN 3 FEET I 1- 800 -- 382 --5544 . (3 FEET. . ' . } : ? 50 goo . I . . , I . . . . . - . . 10 9 8 7 - .6 - 5 I 4 . . I - - . . . - . . j. i . . _ _ . I I . . . . . . . . . . . . .. . .. . . I . . .. . . . . I I . . . . I . . � . 1. . . I . . . . . . . I � • 3 1 . 2 o . 'M4 `0 00 .Ln �tA1 U . �00�..- W . . ZITNT� I .� 00 00 41 10--4 . z - i matz o :MM00 9 X W W. cf) W f::� U . . o w� " H . W M .. . .< F4 . Ew . .Z1. - , . . 0.cl O - . r � . W a . f%� " /� �:) Q U) ' 1 - I . - c1q 1. Q. 0 . Z. >. 11qr , , .. . _Z.< �" .4 . W . I III2 . . . - . . E/1 P . � 0 W UW • ► I � . .. , , 1-m-4 2 . * -7-1 . , '. , .< - , Q - H . - - . tn H o 5! - kn- H o U- T-01 177� . . D . .. •� Z c0 F o.< . �i O I -E w E .. w m °_ Aa Q CD O � ' CD � 0 0 3 i Z� 0o I- �� � E Z L d E w -, x w N E-0 a Qo Q �' Q v Q M . . . Q) F q . . . . W . U1 F•4 I " . z � . � .. ' . . O . . U W .. rx ```0XI111111I1 f////,, .. I - \'% S �' N/NN �`''% - .S % y. .:�! - ' NO' 1. .,. v = . 10200392 .' -o • STATE OF. � v '��� O�••. , I �p I At�A..••'' `�•� • • . . ..,��� Fssk ��C� ``'%% iZ) DNA L . ``0 ��1jI1111111��� ' 01z:7k . .. JAMES K. SHU* EMAN P.E. 10200392 . U . . . ' .. U . . (NO) . . CY) . . �� . o , , " " . . cl' 0 - . . • .. 7� . . ' . o C-) - . . Fmmq . �' d . .19. (0 . W �' Q� 2 F 0� Z . . ' -, . d -° .w � � . Qq W o QID. .. � C~ " . . . � > � M . ' :� � 1. . lwm - � .. -{., ' � . o. � .. , . H .� U MMMI . . 0 o Q . . .� o �- . Q . C 10 a -< . ) a 3 o W E"'q �. , CL.. � - Cn a. . . . . v SHEET NO. .. .. PROJECT NO. . I � W06.0166 .. . - - Arr- - -_ I . . . . � ­­­­­- 11 - . . I . I I . I . . . I . . . . I . I . P __.­____.___ - . . . . . . 4 - � . . . . . . . . . i -------..---.- . t . . I . . i _1__­_­1.. .. I . . . . . . . . 10 . � % . . . I . . . i i . ! I � � 9 . . I . . . . . i . . . . . . . i i . . . . . I '� � I . . . . . 8 . . . � . ; j . .. . . � . ! z . . .. . � .. � - . 7 . . . i . . . . . . I . . . . . I . . . .. . . I . . i 11 . . . . I I I a I I I I - ___ . 6 ) : . . . . I . . I - I . . . . . . -_ - I . I i . . I . . , � � . . � I - - __ - - - . . .1 . I . ... . . . . / - - wwdmmnw� - 0�_ - _. - - . . 5 i i ­ . . . I . . . . � . � . I . � . - - I . . . I I I It" I I . I -_ - - -_ .- -_ - ____ - - - . i . 4 . 3 . .. I . . .. I . . . . oq. I / I I . . . . : I . . . . . . . wwmww� . . - i - - - . 2 . . I I I 0 11 . I I - ___ 1 I I I I I I I I I I I . . I / If I I 1 19 I I (PI ,:� ,ep .1% I I's C31. . I ct �> I ,Z�� 14LP I _P ,rj !Z;�, _e I _g - I e. . 4 P . 1 _P . .. . I I I I" r ­ I I I I I I I I 11 I � . . . I I / I I -C . I I I / - I '**� JE I I I I I / - . . . II I . . I I I I I I k j / . . I I I , I I __'�c . , . . . i ; . . . . . - . .. . . . . : . . f 1 . I . . -_ I I . i I . . . . . . . . . - . . � . . i ; . . . . . . � . I I � . . . . . . . -WARNING- . . . i I . . . . . I .. I ... � � . . . . . :. � . . .1 . . . . . . . � I I . . . . . . . . . I I i . . . . .. . . . � - . . . I i . I . . . I . I z . I . FOR . . . I I . . . . . . . . I i . . . . . . .� I ... . . .. . . . . � . . I , i I . . . . . ! . I . . . . t . . .. . .. .EROSION CONTROL PURPOSES ONLY. . . . i . . . . . . . . . I I , . I I . . I . I , . � . . . . . i . j ; � . . - .� . . . � . � . . . . I . . . . . I .. j 1 . . . . . .. I.. . I - . ., . . . I . . ! ; . . I . . . . . . . � . . . . . . I . . . . : . . . . . . .1 1 - . I . . . .. .. . . I i W - . . � . i . � . . . I _. ,-. , * - I . . . . . . . i � . >_ - "" . . . I --- . . . I .. ! . . . . . . . � I - --ft .. . .0 . � . . I . . . . . . I 1 . I .. I - ce- - . I I , � 0. I . . � . . . . � 1. i I . � . . . Q . . . . - 9 � . . . . . . . . . . i I I . . . . I . . Q) . . I . . . ' j � . . I . I . . . U-) _" - . . . . . . . . , i I . . . . . RESIDENTIAL USE I � . . r_n 0 � . . . . . . I I . . . . I I "' . (n, - I _6� , . . . . I . 1 � I . - I 1 S41 __�, I .E; . . . . . � � . .. 'O I z . . . ; . � . . . . ­ . i I . +.Zeo �. -< - 9; .-=: &­ . . . . I I i . I . . . . =) 0 . . i . . . . -4- � . U I I I § . . . . . . . . . . I i . . I . . . ____.. . .. t1j %_.1 M LJ_ . . I . . . I 01 I . . . . . � . . . . 9) . . . I . , . I . � . . . . . . . � . . . � . . . . __­� -0 I - . � . _e I +el � � ,O��p CP -4-.0 I . . . . I i . . r . _____ L_ . . ! . . z . i i ".? .I- ,q . % . . . . � . . . . . . z 00" . 1% 01 ____1 ?'IPICJA�c - :3 ::i � I . "I , ** I . I . . I , i - U A . \ r - 1b 1 4 . I I . . e � I i i . . . . . . . . , . - IR 4�i. co I �kp t. .� . . � . ��201 - . . . . . . I ; .0" . 1_� . . . . ! .­1 �� I . � ,,�As�, _%_1 . -6 - I � . i r .. . . . . . z t, 01 f. A I - -___ L I . . -r_ -&. 9 . . . .. I­- 1-117 0 . "' . . 5e . . . . . . . - .r;o - . , C: �q . . � C,p, I . . 1-l"' Oq -- - z� * -.- , .C: I 1 2 Story Brick Hou'se W j__ � I . R, . . I . . . � , � . I . . . . . . , . -6 U C) . . br]" � 1W. 11 . .4 _P � I / . 9 - I . , , S� Detention Pond ' . I . . I - , \ - - , � . . . I . - z ,f54- -0 - 40.7' r, 1,;�, - - I / . " . . . %_ . .-1/ � 1 _e a/ ; .1 . . � Detention Pond . Detention Pond . / . . Detention Pond LAJ Ej Q) I I 4, - _r . . I (1) - nv-896.85 . . . . . . . � . ,../ I . , 1, 9�:1'5 1 1 - - .,c< I - � b I I �,:� \1 .\ �\ . . . . . . . � ( I % Detenti'on Pond 4y, � . a . 0110 . . ! I . . I\- - 4) \ I . . 0� . . ,e � . 61 � . . I Z' i Inv-895.47.. . . . Inv-893.99 �� I I - / V, . -.1.1 a 11 lo, '. . 1�7 11P . I ! . � . . . . I �' Asph Storm .Cc . I 0 1, ( , . I--,' I ! e ' ate Drive Uj . 4� 1� 0 01 Lo. .;-� '1� e I Concri (6 1%q I rim I $ � S�� � i � oft , I �-u 21 . . � ____� ___ - - _ . . . . I . L 1-11 A , - I . . 50 .� � b�' CPN - I I �1 VP ge of woter f1i 4 . . , I x. . ili C-Edge of Water ,0 -xi - ..- . -.-I- . j 1�k . 12"R . 10 - . Tr'18 6.55 , 42 W I , � . le- - _ / . e, . . �, I r . - I ,_ - - - I . . - -11 __ III- - _a- _� - . '^ * . kp , . --*' - I r , I .- - e�, - -'N lr)v-o--IZ-Lj IT . -�S, -1c, I , . . I . - ­II - - - , � ,...I- ____ " . I I I I . lu . � . ___ � - - - - - I- I __.- re � �81 . . Lj . � I ) , 4k4:., - - � + __S_ A .---- - - __ -I I ..- - - - - - - - - .___ � ��X-0_ __+,�s . 1-Z \ U I + U I 0, ,-Z, z=====z__ x� " + - . I - . OP 49;IIIIIIIIIIIIIIIII - I I ""III..I. _., .*.*- I—- . \ . I . , �__� ___ , . - y . W Inv-892 . �O ,-- - - ----% � __9 ! \'., - . . . - ,4 / . (n I M __. I I - - (W- - - - - - - - - - 1�3 - - , . / ; I . . I I . -I-- - _\ \ ,I- + - - _45 ____tS1y___ - ;3�p __ -795, +0_ - . - __ ___A____ - - - - - - . .10 111-- - - - - - --fr - -7 - _q, . 0 '?31? . --_---"C-- .1 .6, I .. - - C I . 'N ___ --- . . - - -) -"* - . __-_� 1\ i __ - - - ....--b - - - 919_-_-_o;z�qy_� .--42 .- 741,---- , . .. ---I- 'I-, 1-�� - . 14b - fti- gee - _I0__ U . V, 11 -BeVnig.. a, - 4L - - fll� , ---+,�, - P -P - C111z Iolv_ . . 4�= =3 ! 00 F4 -;3�� - - - - �,- - ,��> , ,.- - - ;��-,-- --op - _7,0' - - .-_� I\- GL - ,� , --4-, ��_ ,:�_�_ 06L..., / . :17 92 M - - + __,�j -(�k�cV -f4O R P . - pq - - - - _(b_ , , � -I- - __­__ _,� --t - - _'A , ,--- . V� 49, . T C. I - - =CW�CSTRTJC11a��f-_S,-ff-' - -- - L , . -,4�- - -+Z,5- _+Cp�_ OF1_ _0i1L_ � a ,\\ 01 'I-, zMa=zz..... - i=:,= - ­��L4M mz= _zzz� __� == - x::ir= /,o- d" ,p'\ '. - . = ---cc= --Zm= I "so= X=== � � � �a 3�:� ==== === ==== - ==== Fz= zc== --=.� .. =..4= Z=W-.= ==== xmaz= 0=== _Cz=2_ iczz= Ezz= W . - . . , I , . ___ - ____ __ 1 �-_,�4 1 -OWEPEt - .41!0� . . . . . . . . . . . I . - W�� .j.00MT - . 4�. I qpIpmealp"M I L I .. .; I . �. .V - 7_� . . __ - . - - - 0 I . I I W 400mw ..- --:� . W MT V -o"W"'Wro *0� -9- ,'--v 0--q, "!�. "toor. A . I 4=0=%, qqpm" . . ;. , - ., . . '*1 * 41, 4� . W .4 . . i3l�. . . . . * . . W. W. . *. . * . 1. . "' .MLt . . . . . . I :& . . . I . . . . . . . *. 7i�- 1. r_�__* -6 I* - I I . . . . I I I . I I . I I - .-.-r IV 10 I& r-t .7 I. . . I I I I . I 4 I 4, I I . I / - * - - * .41 Ji, - - I I It I ?, I . ?, I �*. I *I I I! W. .*. I ;r * * - I ... V . I . - . . ro . . *. .0 � I It 11-P 0 * I-%- , * ;.�t. -: . ! g'. �_L I I . I . . . I It" -:...;- ,�;__01 - � - - I .. 7:!. .. . . . .. . . *0 " 4- * IV .4 ., .. �*.'.�.'.*,;.,.*l;. . . I . . Z. , C1,.";.,.;.*.*.*.,?*. I:*. I *� . I I I I I I I . . �* I .*� I It I . I . I . I IV - I I i, - *. . I _* - -r�. / � \ \ " , , \ .. I y � . . I I . A_ I .: . - .. . fp - . . . . . ,a,* I ;6. , , ,I, . . '*' " .��W- -.-*.%,.. .4. . ;P. . I& . - Jr ^. .�. '. I , 3V I .*. I . It I ;77 . ;41, .,4,. pio I .*Wdoovu. .j �4qr _Ipo R, I" no `Tt b- P - >_"" . ,1_1� ==== (1��� ==== - - ��� � 4 =aw_ ez_. . 11 l 0, , . I e ii=" amma- . = __ sex= -4-- === ar. / . W. .,&. . . I. ..... __ * ....... . .� .... . .. I I* -& - -*- .*. . . - I - I .,* *- I"'. .,% . 7 I * - I I * I < cn I I& . T,-. 7 . I * �,­ * '' *4 X_x - __ .�'%.V..*..*..q, P..*..*. It -:6. .*. .It.?. �& . - -;%P-.. I �... ,�, - . - III ..!V. . * - li;�`Ikl.. lc� -*_*�_I&., - ............. . .-..*. 41. * 1`� - - _` -, it. -:0%C3 � I T?. �V. * / I ( /,� ' - - __ *..*..*%.,* . ,ft. t. Iw I*- -* I *-.'*..*. I T. * -*- - tj� , P I.* *. � * '' * * ....';r�CK. ..is .. . . I I I ,p . z - I /. I .,. ...�: * ..4 .. .... ...... . I. iQ-"'-.�*.*. - - - 11111�1 .W. .*..*. - . . �.%. pr`aK I I ., " pj�,J-ie ;&. . *� , ...F I I � - I I .; * ;&, * I -# I .,b. I + I *. .*. I 4. I It -*r *. I -w-.00.f*w . * . * . .*. I *6 I I V It :*. I 'ft I *I I I* I I , I .. . ; ". Aplo* - - - . I'll, . . . ... I - - - ­ I 40 I .*. .W I I I I * I .4'. I t. I * * tf-t" �Pl �. , .......... V. .*. .,& It �r. � I I.; - � . . . . � � I*. . . - - - - - - I - I 'IF.. ... WIP ... P..V - I * . . - + I 14� I .1 - I - - - �1-5- W - * I 1W I . '. I '. , . , . - _. � . I * I * I .*. .*. . * I ;. __ . . I ,&- I ,# . ,V I I . .*� I . I . I - I I *. ,.;%P,. _wt) 11 I . ­ 17. %&Min .1, I I I I * 4 4, 4 4, IV. .4 . 4. .,W . I I e . d:�.:. -. N" * , '.1 '. - - * I .*. . * . I -*/.,. * 1; -1 I; 6 �1 - .I'. I 4 I ; I I# I '*,I I 4 I q� I '*I -el I 4 I ;, I .*. I *! I ,0 I 1W I 0 1, ., I". . . r� ,# . .11 . . _. .-. - 7___ .. 4. I . . I I . ;. ­ . I I I . I 6 I *** I 07 I I; I I I I I I 0; I I .'. I *, I 4 I 4. I I * * I , I I . . I I . . I . , 1W . . I op I - I /. / / . . If .�. *7 FM R 7' . . I I .t I � . I J� I t. I ?, - 0 .. . I I I I I I I .. i I I - - It e?, I .*. I* * 0�0. ;&, *#, I V; I 4, * - �_ - _. . .,*? ; .4 .4. . r�._ - * , __ __ � I I I I I I I ... G�`t I 'r . * :VtK I* I& I; P* ** , *� I , - - I; I I . - V e:1 I; '. I . I I . I I I I - * lo? -, I I , I­ . , r 1. . ,� , ��.,.,:-;." 0 I -4 I ,& I .* Ilp . W- -W " I :7 %-zt1$- 10 I 16 ./.*. I ". I 11 li. W I 16 *- -* I I .0. I #. "O. .� * I *- .W. .* I * - I ----- * _P .-. I *. + 0 0 14\ '� - - _W_ I Y, , - t). * I* I .*. I *. I* I * . . I V 0, - I I . I / / I . I 11_�RB. 11 . I. --A . . . . ......... I, Li 11 I . I ,1, . .-.L I !"", . I 10 T-41- - �AZ . 4 � =) Z C � -* I I "; I I; - �. I -, I I,; . . I I . I I . . . I I I I . ,; !, ).%rW!i- , 41, .. ---I 10 cjj� --M . 0 _. I I T 6: 1.V . -.10 �1' I 10* . I I I I I I I 'A I ;, I W At , I I . I . ;, - - - - 4 48 11 ___ . .At - I .10. I I . - - I P. - I I I I I ;/� . I I V -,1�5,.; I .1� . .0 I 0. .It . fn� .If.,!* - - - ; I :0. .". . .; e '. P ( %I * - - -W * & __ - ....... IN :.1 __ 1% Le 0 -- ;+�%Q ?, .e. *:i .,�C� ;. :1, I, . ;. I It44 I - P.. . . . IV ,e ;r , 4: - & *- - *� I V. . * I :0. .*. I ,r*.".�.".;.*,,X,.,;.*.�.�, - 2P IV ,;" I . I .. . . I I . F. . - - � �". I ;., I I I . 71, * * - I& I I I �. .,t . I . . . . . � . - 16, . . 410� I ; . . . .* * I .-� I 4f I *- .%t I It .jo .. .- :0. I T I I IN I . III I T I ;, I ..VAQ 1 - / j .. � . �* - I& I .,.*. � . 0. _0�! I 'a . * I .* ; .*. * I op . *. .W. * W/ .*. I IN I * I I*. I, *",: r �& . I i. ��V_ - I I � , I � I . ; t ce I I, / ..e'-. -F-. - ';"L 8VC,��4 . , - -��- 0, � - � �W 17", *+,��e- � , I V * , -%.* 04' . I I I I ;, q. t-A) (ED .* I �Iv , 898 39144 I I 4 P N . .7 " I ��; I NF Ty 'A' Ix � - 1-1)0% .661 �. # , . . . , , I :i�;. ;,:, I V / ]�- U I I I dr, \_V.'xz.-%tz.\,PP�­d . - /. . ...... *,.- - 11. . _+ 'r, P17 I 4 b- jffi ill/ ,_ . I 4 1 / / / / / . . I ,./ ac j t*"- 899 I )p ... *. . . . *. ,* . .*. ... . - - -*- .*. I 0, I %. Ie. .,. . , I q, I I I *. .* �O - I I I .,Zr * I . 'i - -,� . .* ..... / I , �&- I I&- I W I * I ,61. I* I I *z- I .*. ..*. * I ..* I I *. . * .,Z�* * I *. . *. * I *. -,;P­,% I T I *.- .*. . * I . \ . ..& ------ U .717. 1) . I .... � ....... *-*N1# . I I I& I " - I "I - -%N - * I -*- I * I + I -?,:*. I * - * I .&. .*. I - W I .W. .*. - * - W. .* I I x 2� 01 *F - 1,41 '*' I W I * I '4&. I *- I * I .0. ­Op . * I *.%..*. .*. . I, W - - - - - � . . 2� - . I NE1'NAI­ R--34Q,5 N , A I I W ,&. I - - P . .*. I I ", , :6� P I .0. - V I . I Z. , �-. - - , .%. r - ��,­ . . I *. I* . V". ;. I CD 0 I I i 'I* * * I .#. .4% . * I *. .*. I *. . * I +. .*. I 4. I * I * r., * ,b, I ** - 71 _W - I V . I# I " I .". I *, I I + I I 'I '* - - - *. * I ,# I .*. I W .,. .*. I . � . . ... I I . I I I I . I . I I 4 . . 140 * W I I .,. .W I '. . . 'IV + ._+ '. . * I .,V. I *. I .IV . ... . . (10 . IV 12r 1�� . ,; I ;, _r; I . I - , . It 4; I ,V 0, +1 I . 10 I - 41 I I I - � , I* �ZI .,. I . - . I I �� I, . . I I . I � \ I , - . .. + + 4uj Vf- 10 .Hc;p 0 L).2 INV= *; I I �.. . I . - -: . . I I . . I. t, ,� I I-. I t I IT I : .. I I . . I I I I! I :&. * '* I I** "; I ,� I I I I , , , I 1�. .e. I *, " ,I!, 7 vi`��. I I I ­ . c:;� I �u I - I `%� I I , 4 . I I I �� ._. .- - - - � '4'�'e_ ' I I I � �r x I _P � *+I - ,P//' * .V .,4 7,X:w.*.l`., .A I I* I _r I U10 I - I I 14' I 1� ; - ­_�� 9. E ,�Z�x I 1,\ 111\ I . . .. - . .,\�.%.* I *** -*- I Is . z 1 9.91 1 . 2U� I I jjP 'A" - � . 2�� Im- * W!:= 8 9 8.5 0 4011" \ 9.11 - * W! I * * 4 . * %:�/ *. I 41 .1. I W I 1* I I . .�. "* . i 71 .." %I,--. - +cP' 40e ,; I; I .0 41 III %, . +q1q R, . I I CER + - M�G . . - , ,; I " .* t-.,6.: . I I . I . I . I 7 . . . I I ,& . . I ;v . . I I ,* 10 . M �EENA R-3405 f! I Ili I I . .0,i . .4p... . U 5 - I I ---, �. - I It .... I * 'W I. I.: .�. I 1* '. .W . I . l,.:..,A,; t I . . I . . . . I - d" . -07 _ 7'. .,. I I I I * I I 1 1 I ,� I :�, *** "; V % I I - # I - � mc*,. 4� � I, I I., * . * :* It . .,& . ;& .*. : I III / F * 1�� - ! I . .. I :0 .* *.* I I I * I; I ;, I rp '. - .... ? I .!&� I* .. em . . 99.7 1 1i's " , * TC=898.50 / 0 � 'I-- I.B99.50I . I I ? I �& * . .-. . It I I! I :&. .-. -.-*.-. - :0. .w. I I . I I I . !� ............. ...... �* .... Z.. 11 I I I 4 .... *. .W. I e. I , . ''. . -r- I __ . _-&- . I ...:.,.,A,. I I I; ,9;6 *04 Is: I 1; I ;, I V %; * 1; I :;v I I,! . I . . I :! 9P. I I _. .F. _..; I ;, . . I * >:..* I I I I I; T - . 1 4 ,� . . . *. .-V--v. I . I I I;�. . e. . - I. I .7.,.;. ". �, . . . . .;. . I., - '*P _.\ I I ;. I . I I . . I y - . - 1: . t I . . .7 .*. - . , * * * - - W 10 I I / / I . . . . 9 f) 1-o'­ 11399.00 - * .*. * I * I .*:. I *. .* . *. ..;.. I �.-. .-. I * I * I .*. .0'. . * I V. * -__&�% I T I Jr. .-. . * . * I .*. .*. I* I T . .* I * I I . * . . It I . I . I I I * - * I . I .. i , __ I I * - . . . I .*. I e, I! * 4 W I -W� I *. .*. . 4% I * I *. -*- I* I III . *. .*. . * I X - I I - a - . - � . . __0_ 89 W I - . .*. I 1p, I 0 I Iqpt I �, /o.- I 'W I # I -*- -*- I * - 10. f*. I * 'WV I *. .1'... * I - I .**. I I It OLM . . . I I I . ... I � .(?)�.O* - -�- - 4 I * I 4 I %I I **' **I I! + 1 : I *- - * I * I . , - .* k I * . *1. . & I *- -,& I I 40. I * I * I .., , . ..0 I :*.jq;%W. . i,. .,L. I " �, . I I I I - - .,&. I I I "a . . . . -i - T.�J . -*- 4P -,# , . . - I - I; . !�. .W. . j . I I V, I I . *� I ,; I ;V. . * . .,; ... ,� I , r, - . 89 . 4 "'.. *. i - - - . I I . . I I . I I I I I .. * I .,. I I I . .... ;....'� I . I . I I I #. I -.,,. 49 - * * W " , I I. 0,M-,.1.IP*01ii-,d1- .- -.I-. I I I IV I I$ . Ov. , I*' IF I . . I I �.. I .*. .,# . * I - - * * 61`_W;� .. . I lo (9 I :" I I . I I +C;q:. I ,;...;, ...". * . 4 - M I 11 V - - -\-4iAi A01 * . T . iF * __. I . * "I . ill * .4 I 4 , e.? I- " ;-..-/* , I , ,-P ...... !\%) I I I I I -. I *%0 61 . .,F5.,0 ,�� I .e. .. W. ..*. I I . * .-.*. .%._ \ IV I -0, -*-te I Iv .. . - #. I .W. I * a W * I 4, I " �115 I - I �Y: I �...I. ,--, , J� I I I + I �# I '*" I - . - I - - - N .I, . I I I I&, '*" IV I +' \"' '*' bif I 4, I -4 I IV 41 I *** '*,, , ?# I **' I I I ,# .... I I. '. .*. I I ,&. .W. . r I � I 'R - - - -1899.40 1 , " I, . :o--�- '--.- - , I-., 10 *' W. '*' - 0 I *- .',C� . *. .IV N - -, Il;. .4*****At.l;�.�,%**- --r I I . MEJ ff I .!:! ti Im 1+ I I ...a- I VVLZ�] .", .1 - . . . ---I, INV=89548 854759 . . 1.2% , I . I%e * -* I *. .#. I lk I * . *,- .40. . * I 4. I 0 . * I .*. I *. . * I *. .140, * I .W. I * I * I .;.'. V_' .Y� ; , 4 . It I *. .40. I W. I It* I I PP' I I I * I It * -P - I ?, . ��V. I It I IT . * . - , . _�,' I _A)lp - 89 \\ . .91 -P, . / 110 I* I ff I I V I I y �p I* 0% I VV I. 1.1% . . � 99.56 ___i�_ . - 1­1 , / , / .. . e` - -10 - * I .0. I *- I * - I& - -0 - I e. . * I I, I .*. I *. . I& . 0. .*. I 40. I * I * - -*- .I*. I * . Ilp I *. I, * .*: I It I I � I I / __"` I I /, . \ (- 7 1-899-9 5 W " .*. I W . ,& I I I ; * I �- �,* * I I,% % .;7\ I., e P. " %/. .# . - , 1� -1,,& 'A.& I #, I - L'� * I 4 tlh� , ;I * �0 . 6 .4 I * W, I&* **' , 4- .:f. *. .. - I. " ti�E ------ ?--I:qm �0` I,!, 1b, * * + / I - I I ., " L I ....... , :1 I , ; e... I! . 7. I�. ;0 . I I -( / ,,�� . .-.,. IF III *��J._Ijr� _# ; I*. ;V. - - - - "� . ., + ,� - �:;. e. - -.;F.' .: I I . I ... $ I.. l� I , JV . . I. * - ff. _4( V�p - \�- ' I I I .-. I _. I I . I I I . I - .�,,. ., * / I I . I 4'. I . � . *. . *. .* . ), It W - I _t I -1 . .. 9 9P It .. I I I.; I I; .45p-. -*.�.:,;�� �o5 .# I . . I . . . DI-q @ 0 50g 4 � . P. - � .,� (� C .07., I I *. - 4 ;"?;v -�� - 10; .+ I. . # IIIIIII , - . . I � E - __�_ -- - � -00.50 I .4t I 'r I �&. -*I . It I 'r I I*. I *- . It . P I .*. . t I It I t. .*. I t It I 'r - . I . I . . I .*. I * I It 4W. -, -. 19 I . . 1. , 2 I l� I OW. -*- . * I W. .*. .401 I * I W. .*. .,& I 0. I .r. .*. , *. .*. I * . 1� . 0. .*. *. I * I *. .#. .*. . * I * I I �& 4 f.* e.*.N.^ - - - I I I I ........ , '�' - I- , "' - '- I I ., I -1- --4- . ... ? I .. ot I '# I 0'. -*- I* I *I A *I *I .It - P. .*. . * . 't . * . I 'IV I j I L" I I I * 1 00� OF 1 12� , + 1899.42 1!-7-_-* It I, .,T... . 4�. * ,;.,. �, '. "!r, I I ;qi7 I; 7 ;, -�, -.:K * I I *I "; I 11 I 4 P` - -S Go,, + 1� R I I I I - L . _� _f - + + 1; . 1z --- I . . t .; .'7. ."?, �" I . , 41 I I � . 0 I .It I P. . ; - It *7 I * I I I I ... l!". I I I I I I I �� - - . I � I* �_11- ; .... *--e . I I -r ... I .......... I:*- -'11� I,! . ?. .-. .,o I T + . I �I .� III I .*. .*. i I * I I*. - 0. I It I * I .*. .40. . It I 0 . .*. .,k I I � .-� I. j I 1 1.4A - - - �0. 10. .:,:. I T \ N - - 900-20 : -,____f, .: I .; I -, .. . . ... � I , .. .. I ,� .1, 0:. I I J 1- I 4. . mI;. I 0. 4. - V W. .*. I * �k . I*. . -* - * - .P. . *. I .6 I * I It.. I l. I W . 0 . .40. P I *. .*. . *, ft I *. I - - - , ,b. It I P. P. .*. It .It -� ... : *. .*. - - . I :&. . .0 ; 0 �'.C� I r I I * - . 1 _7�1 .tj, , '. . It - .*1 lb..*. .* * few !V..r." I 4.... ,-I - .41I . * I �:V-3',*- .4. I V - .0 ,0\'.* It I * - 1. I * I *. .*. I I * I * I .*. I .,P. I * I e)i115". .4% I I -- I -%1z). -6 . $1 . *. I*.. I "-. - ----., .M EA. ; .............. ' I*' 'I& I *' * . .*. .,&. I * . * 41, I *.:5y'11+ 7-* I It I I I Z; ** I :1;C;". W I Ie. .e. . * I" I .W. I " . e I C�2 A -0- I*' -e I W I 'IE- -w- I 16 - * I OP. - eI I e . *. i . ,;, I I . .07 ... . I . . ,;,l - _4 1. . - ..) V, I I 4, I w- - V I vl.*. . I#... 41,�r..,,: � 911q - jl�- .W. ..* I * I .*. I *. I - e a; .. .............. / I I R I I xv _z_ / - 12� .. . " h . W. *b .. I . ; ; 40 - . �,L . q, qv" . ..". . .&. . I . " . . .*, . I . .*. * I 1* - *- ­0 - 0#, I - V" - # I jr ,-W-,W"% - 0j__ - - * I %I.r.*. I - 16 � .,a I I " I , 0 I . . I . I ....... . - *­ _I?p I I I . * * * *7 1 14 I - _. .*. (I*'# I * . I .r I *- .*. . v .,* . 4, I . .. .......... - - . . !. :f � 4 ;. - -.7 I .� - I� I * 10 - t.v I -I'! I 4 - 4'. .*. .,e I 4 .4 .. I . . . 1&. .*. I . - 4'. I * * N: �11 - , - - I ! '*/** 6 101. . � .*b . b - . . z . I I . . , I ,- - -- - - � +CO3 -:� ] , IF - -W. -*- I * I .. ... I. *. I . .4 . .11 oo, , to* , *- - 9 I - - ;I 1� - - , , " CP� * *� IV '!' i f-P.14.'. I . . * . I. - I. I -,.;i I. .;�N ;. I -.I 4*�+�I:*-%-I , - � I I I !�..-.;.....;; ........ + .. . ('. ... I I. I .26 .* . .W ... W. . *. I C 5b. 1900. W, --- -7.-. Ae * I v - �;,�- I '. I * I , I - Qrv. kp ScOr I 1;�* I I. .:� . - - - I �. I q.v. * . * I .*. 40. 'k- III I W. .40. . I SP i -, -_ " . . ..t .q5 . I - * I I -*. .e I I IV .f . .I.V11; e . '. **' , jr , I; #.*.'t*".;r' * ,�,-A­ .,� I .,i I ,4 , I ii .%.� .. I I I 0 . . W I 10 I I - '' I _j I t 44 I I .0 I � ?I "' I,--- 70 *V, * V !a A 1,10. . .*. . :0 Lp rj I I W I IF I 177!�: I ... � ;, ;1' I, . .*. .,t�' I. I. * I 40, * 1� ... ... ;... *, _0 -e,. . 6 I I . * I . I . - . . I& I ;9' . ..O. .l; I I . * . * - -.*-- _*_.- - + I - * - - #. . -+ - . W. I *. .+ ...... . I I . I I . .. $� " *' "'; I I I �, I I I I I I . I I . I I . I I I I . I . . I . . I I I -�',�� -;,- ,----,r,,; I I; I ;, - -. I I I.; I 4, I ;& . w . ;, * ** I I; I ;,. I ** I ,,I� I I; * ;, I& .W. I& I., I . * . . ,; I . 414). . . .0. I .W. I -s - -*� - -.*- - \ - ,;,, - 1 B99 fin I -4 I I I .. , I. 't , ': -.-r im + 0�-;-I-1 . . . . I I I ;1 I *,& * I *:! I& _�,-,, ': ---,�* i , --- 1.7c -1 __ 4. - -,1_­&. . I&, . *. . I* * I I I It I I I . I I I I I - . I . 1 99 - I -*..,:*..&..*.._x 'j. , e. . , / o#\"- H - - .-._...-.;-.-._. .. � :* ..... . I. , . - I ._. I * I I I I . :r. . *, . , 4. .,t. *I "; I 4'. .*,. .*7 .4. ; . ��" W .4. . I * . I I JEGRW 7 I j, 7 11� . O.T. 4 7 ;, , . I %; I; :�: ;�� 'It I , ., I I " --/e. .*.�� * I -, - . . 4, I . , I I: I 1 .4 . . I .e. ." I "'.., .0 ,_-II` -- - -�� , ,** I ;*, - 4. ._�. -* ... *, 110, *41 ........ ? I �*. .*. I I . - -* - 0 I * . .0. I* . * I . I* . . I.,& . .4. I I . 1.0:� .*. .*. . 1+ * 1; I I I * I I & - , - . W. * --*. * ;1 I **' *** I � I -� I *** %; I ; I ;V I I W - - I -_ � ....... 7 . -7 . . � . .70'. . :", 4 - It I * * ------- I I I I, I ** *** , * I I I * , I * , ............. � n ,!I - :&' .i. A . . , Ir. . . .*. .* . .* ... ;. . 11. . 1. .* I -*- I .W ... *. . *. . *. � . I I I I -4 � 0'. I I :V., . fae --? 0 III * . I *. .*. . * I III - . -s" I I . - - -*1 .- .41 I ?. .*. .*. . It I *. .#. . t . It I .*. I*. I I V b-8: -T I L, . '.1.4 .I,.;.%%; - III.; .: *- - w- I* - - - . Vf 06 .0. . qk I * I I *. I * . * � U I I; I I . ,.. . . .. . . * ... * . . ,-., , .. , It I * . .*. I 0, I W I - I I I I #. I t I I I I I * I - - I I . ­ , , - I * *. * I .1e . I +*. *. .;.*.*" - I n. V .e. I 0. I P�p .; I& I .e. . W * - vs, .*. I " I '80 ,&. .e. I ­ . . , I* . 11 . I. 4�j ....... . . . 0. ­ .--. . � .. 11-,-�Q+'I�. - - - - I .*,. .*. -* I *. .*. I *. . * I I * I * 4182. -�- - *A * . .*. I * I * I .*. ... I * . k (P I I I I I I , - . .*.. V I* " I A . . .j. It . . - , .0'. I I& , ,�) - I 7. . . . * I I -*- - %# I #P 'A.*. I *1 I '# I I 1A I I 6 I 1W . �, mo. I � : . - - - I . III . _ . _. I' 14 i I . . . . ?, -1 - . - -5�r .*. I 0. . *** * * I .. I I I' 1 t .�� - ;, I Ie - . I I I I* 10 . *. * I W -t�- - - - - - - 0. -0 . ,_ I I *- 1# - 4, I .*. I *. I 4, . I I .* I %. . . I . - I& I I I I '* I I , I! *.W*j,*"1'**`-`V I.* IV . . , , " '_1P , , ­ I . . * b - l!I­__�- I.e.. 9� le III I I L T_'- - ­ . . . . .16 .;.,.*.�.,.%;.,. I *' * I -Z.'.,;, I. ov. � I - 4. -. i& * :F I .4;. - w W' , , .I*. III 10' I '41' I .-& I I 10 I 4 A, I I . _. .. .*. :&. I *'.'. � * r�. I *� I .W. _. - * '+* *11�1 Ili +T - .* ,,00 - . , * * iF. ,.-: I 4P - A,-,r I, I I .� I 4 tp; . I . . v; `e I; 7 41- 7 *' * ,O I I I , - I -It I . I I . I ; . . .? . I .V . **. . %,. . *. --+ . - *1II`I._ , .., ( . �� -1 , f �, -,+ - '. I ....r., I. * I ... ... . � %4:r. . I - ': I "'"" . . . . . . . I � ., I* &_ &J . k� I . I :, .--.-.- ...... - - .-v 6 * I 1� - ,4 *:: � lzq�t ;;, - I. ,� C ?_ I V I �* I Ie- 1p. I * - qp,p��e. I e, I e I *. I . * I Ie . .e. Z�" 1 4, I ,** -*- ( q& . .*. I* * I'& I I �* \:*:: N . .4. I - I II I ./I I . . , W -0 I& I - I . I* . 1..111::..,...1. I I �, . .*. . I IV I let -*- I * - * I -.0. .*. I * . W. .*. I.* I I .t_� * III . It *. I *. I '\S NZ , . ... . I I . * III* - - * I -_V. I 1k I * . A'. .*. I � t" #'*.;.* I I- 4 10*' . . . . V 4U I N , Va . % 11-11" . :..:i I I . I . I I . . I I I . . I I - -7 * ry I I eo I . - I .,.,;.,. � ". I A 4.) 20 1( - I . I - .I. I. ., I C�+0 , a I .%, .,.;., * // �­' . . . . . I '.'. **,.,. , W I I .0. . I. * W. .*. .0 . * I W- -0 I e . Ie. I e. I * .* * I .e. I *, .* ... It - .*. I ,ft I It . 0 - I & I + I I& I .6'. I 'k I t I I&. I I ,4 -*: I ? - :V - -*- I * g I I �& - . S. . # . t .,&. . :*. 01 ?. .t. .*: I ,-;�.,-, . �&. . ?. I . * z lk�o - lop I *. .*. I *. * I � A, V - I I - .. . I ('91 I fa 9� 4 I 'OF I IV * 'f IT; -�� " , * , I '�- I I I - NI., "'-II.I... . 21 . 40 I � . ... 7. I. - C 1*10, I I'* I * . d&. .*. I e � L - -�. -. - - �- P, - 04 e .;,* (b . , I. 0;& '7' 1 lor '4 - rq- -*- -,e ". .6. '. . . Lo * I * - W. -*5 I * I . I *. +. I .* - ...... I, I , � . . I ­_ I I. ,� . 47 A , , * I It I .,&. I IV I - _V I - ;,fl. I I- -A-- I I I I I * " I e:-- -I . I Of I I. z - . V 1b CP- - 16' +e, 4 .ffl . .A. � I "!, 'A *1-11 " .W. U � I - - I � + � '* I , . - -?-i" - 6� I . + _P + . I 0:��. % � I. ;r-. I-.- " 0 � ... *. ?..7 ,�* I I . I - I ,.t .4 . ,;, I -Q!. . ,*;.. . ,; . �6 . .M. - I I I I . . - - - - - - - - - - - W I '. 0� I It I :6,. .*. I * I 'r . :6 * * . I I I I I I I I I I . I . .; I - - - I I to (n * . I. 't I I, - - - - - ; I . t . :& . ; - ` . . . . . I I I . I I I I I . . I I I I �� I I I . I I . . . . I . I I . . . I I . . . I I . . I I I I . . I . I . I . *. . * I * * * W I& * * I& * ,-1--_---.--!_. - I * ,e 'i . I. I. . r * 4 M I - 0.1 . - : ,- .* . .* ... *. . #. . , %. I #. . It I 3". .e. .-ft I . I I . I * . - .- I I I - - " I I *I I It . 'p, . �*. I t I III I :6, I - I I . I I I I I I I . . Ii I . _rll� "' I; ;r * I* * I Ir! I l; I I *�,-_ . I 11 . I - �- +-�, . . ........ �_ .1 I I I . I:;) I "I'll, * . .,'� . � . . :&. . 1'. . U U U U U U I It I :& I I I . .; q6z, . .4 I .,w I I I V - lrel . . . . I I I Lo" )&. * . . - . PROPOSED BUILDING . :,� * *L I I .*. I * - III I :*. -.*. . * . 1I I �#. I *I". I* I. I .;.,.; ;b * '. IR ". - , K_ )& . . . * * III - ...� . . I I I I I . . I I . I I . I I I I I I I I . I I I I . I . - +(V %j 0 , . I . . . . �- * I I . I . I * I *. .* . I . I 1; I I I I I : '. I * - * I *. .* I -.,. .- . I, - - I *- .* I I . I I . . I I I I ... I I .. . * ; ; w, I I 4-11).-k- . .** %__... 97 . . . . . 40. .*. I* I * . * I .*. .4% I . 10. I* 0. .4. '. * . It I W. .10. . IN . q �� .-I..-. - - I .r I - � e't � - Z .- I .;,- IV. I . I I I I 9 1 1 1 .1 - , .4; , **7 I '** n n n -I 7.*. I * I I I I . I -*- - ­ 40. .W. -*� .* I *. IV I "ft . * I , I . I I I I I I I I I I I . I I I I I& * . . ��. .*. -* I *. .'*. . *. I It , , qj 0 j .... , I I *,# . / . #� ____ ::- I -, I, * - - *'.". � *. * " .. . r , ri n n n * * * - - - . +j. #. .*. .e. .e I -* - -*- I * - *. .*. .40i . * I 0. .*. .* I 0 . *&. .*. * -'*-Clo- .*. .*.*. 0 I * It * * (6% I I* . .40. I It I * V. 41�. 11 . - - ��. ", - * . I10 I .*. .,# . * I .,. . � .Z� *- .*. -+ - * - .*. .*. Z. .-Sk I , I '. cro. - I., I I .*.,. I .*.-. V. .*. I e, I V I P. I P. - 4L I P. I �. .1% ;q . .*. I I, 10. . .*.%,;. ;&---­h.- .+. .W I IV . 25.61 0± SF W # I %I* ** 1*1 I* I v, *I* - i W - * I t: * I * I * I -��- * I * I .&. I * I *- .*. I . or . * I .*. I W. I * . *. .*. .-06 I., * I * . .W. .+. *. .* o' I . . I:,,() - / L." 90 .50 I Ili? I 4 I 0. I i z .*. .W I # %lb I �P. * . * e _V3 . to I �0- .,# I V I .,w I " . + - -#- -*. It * I .&. .*. I *. .*. . � loom I I - f" 4- I rk I '*' �f I ,6,-,. . *. I* 4 I .*. I *. . * I IVtz.%.*. I* I *. P. . ... W* '4 I , I . I .4 .4, . - 'e' I W I III f - .*. -%+ I , *-' I 11. I.e.. *. .*. . - I . W W 61 '' :. I; I It" I A % I .. *. 4 ".. . tK 1P W" 1. 4; -Z��* v I ,,( - " - - - -,? IF . I& I Lo L& I& I I*' I W 0�%.�.;V." .W. .e. I" .0 . 'W -* I *. I ,*. .*. I + . , .*. . * I 5IP r4 - 'r -.4. .. t - co, I -*I I*' t I I I . -10 11) * F . q�l 4�5 * * * �6 . . �. .. -,F- - '. . W 0 I 'W . .". . W I # I " I I 11 I I, I ,�,* - +- .*. . * . b,. .+. I I I - - , .bq'bF - . - .,: - 4, - 7. .*I . ! * ��..,._." ;P I Iir I :* 11.,�. �� . *e I ,,@� ,- r. * I � .. ..%,. ... -t:p�?. I ,; I . I I I I I I . I -*It- -,W I 4 4. lF I '90. .IV. I *I -4, - %, I .,. .*I'.4 I 4'. .*. '. 4 I ;r. I -,O - + . .*. .*. ! I. 41 . I ** I ,* 1 41P 1 * I I I * . 11 . � � I .4'..4 I +16' . I _...,;.... I I I I I . I . I . . I I . z;11 ) I C) . .AV I ..W -4 " e 90 pp" I , I% !. :*'� I , . I I . . I I . I . I 4, 1, * * *' **' I 0� I 4 I ;r * %; ;I * * . I l; I ,;, I I* * * *I , I; I ,I, I I, , I. ,../ ! I tp I I CW I . . . I * . . I . I I _. I I I I I I . I 11 I . . ,I\ I .eP . "; . ; . �, ** '! *, * * - 4 -I,- - I I .... I . . I I I . I . I I I . . I . I I I I I I I I I . I I I I I ... i, . I -* I I I . . I V V ­*! k I* - - v; cz�L - . . I I 4 I . ;1, I .10. - .i. .41. � I I . 9 -,�.-, I 9 co - ­ . . . . I I I I It I :&. .+. . * I * * * I ** I* * * .. : / �. I - I . I I . I" I; I I , ; V I*' * 1� I I �, I - I -,46,,.- I,: I 0 I I pf!'. I . I � I I r/. .*. I It I It . :&. .*. I . I I I . I I I I . . I I I I I I . I I I I . . . III. . 91. . * . . . i f - - - - - - I - I & '. V I E ­ R;9 . * * 1&..*.,&..qI'�,.4..* I* - IT * Bw I IV , ... \ -*- * I +. .#. .11. .41 , *. �TUW-I�V-%- M.0 _�R It I It I ;V. .*. . in. Ir . :-...*. I ,.". I 7. * ;.,., ,.,. I. I ;.,... I " 17 I :71 - I ... - I I I * I .446 I I I I '. - -.1 0, q _P . * It I 1, I .*. I *I . It 1? v:0. I 0I ; . I .e. I 0 - :0. I .. I I** I * I * I *' I.' I - ' - I , 1; I �, i:!*;11- I ; Id, I - - . . V1 . I , I I ---A ­1 .,P I + I I ? I �� i .,O� .It .......... t. t. .*. It I ? . :6, * *7 .,; .. �. .*. - I .[. �r . I I" * I I+ 1 4 1 I * .-%�*-%;. .., �, . . �. ,,p .,,.#.- I& 4. .10 - I, - ,.- IV. -. I* I I I � Y L. � .. -.;­--,\I;. .. - - -- - . � FFE=900.50 'C� ,4:69 1. I �%- I I I 401 $ I . 1; , ,�, \� -;V, , + 1!� e, * * .6 , v IV .e I %. ... * I I I I I I . - - / I . . . _�, - I + . . + 4 + _P .. I I ,� .. .. , . //r, . "Z ;P , '41, 1 -­ -50 I . I 0: I I I I - I I , � '.'.�.' _� ___ 1,;IS I . ;. ; . __L ;. " � I. � %!, P. � R. F * .*. I *. * *­*­*'*'..*..*. r *I * 1; - I , I I. . W . .*. . ". . I . I * - W. I*- -W - W I to. I , .,* . * . .0 .e. I e I . .# *7 -10 0 10. .# - -10, -10 - W. I'& I I W . I * I * I .*. .4. I * ;.. -* - I IV. I * . r - .*. I % . I I . I I . I . I I It I * I 0. .+. I * I * I .*. . . * I . I .:W I . *. I It * 0; . t .. I, �I I I I Ift I W I .*. ..#. I L* I k . _. . ... , - , - / �. .40. I 4 I 4'. .w. *. I W . *. .* I * I , P I I - V. . III, � - . __ __ - - __ I. - - . I I* I "a" - 6 I *. .*. .*. I * I * I -*. I * I * I *. .*. ­6 I * .b. .*. I �- � ;. ,+':.. . � I , . . I my �Qi I I . ­ - . - I . I / I . .*."* . z . . * , ." _P�' . -_ - I * I .*. . 4. . * . I . I I . � I I I ,0\� .It I . / * ­ - III I ........ . & * __"` * *I I I * I .W. .*. . * I e . .,. I I . 3> e .1 I .gp (P * I IV. I* I � � I *. ..e I 10 -461 I I ... - ___� I � . -. 't. -+ I I I. I . , __­. Ilop * lo " 4P -I _* I I VP - # - I '** - W - * . .*. . I I I I I I *. I * I * . .6. I *. z3b I III - -*- .*. I # I . #. - jr . .,&. 4 I * -I - I .. . . . . ___ :1 . I"i I + . ;V . I I I * &I I . 4'. .*. *** - 0 I f# I .*. I w I # I I .40. I W I * w h 0 - -* I -*- I IV .*. . e. . , so . - . I III I A�r. . *` !)W � I * I I * *_��'* I I .# * + .6. .*. I & I .IV I 4 Jil I * . ��. -*- I -0 I * . .&...*. I , I " I *- -;" - W .*. - 0 - IV - W e4- - I 0. .fp*. .IV I , I " I - 1. I ;0. V .,; . , . I -, I -4 I 41 . .*. . 11 I 'IV* I _� q, I I I II'D INi'V401 * I I I G_ W W * pjv * I W 4 I - � - I - -�64 - - '. - ,�-.-,�- I. I .0 -;.,- . I I 47K * I$ I I&;; ;& I I W* I , * 4, - - .415... I, �V- I# i.p'.. I I* I I I . ?I .%� I . e. *** I I I I . I I I I I I . - I I I tk* * -* I 4. I '* I I V I ,P - ;;, I **' I*! I 4 -* * **, *,$: I + I 4 I - & * * I* e I :� I I - - . I I �. .t., . I-. .­� *. I . I :* I �*- .en .,!,(?. .*. .,�', * ,:)d I . -*,.. I . " I I �91 1W * e. ��* . T I I * I . I I . . _.W. _k__I. - I . .-. .It . It I 2,&e.*. I! I I I I * I I I - -1�10U :i,. '.* I I I I -I W . . * I . .4 I . I Q . I ; .. . *** **7 I; I v ,.,* -P,; .,!O.. 11. , I I _t_ / .6 q% It* *; - - - I :r- :0 I * * 1; I .. . I It I I . I I I I I -V . . 5b. 1; I ;P I '** , I, I Y. I, - A I ,I, I I. I I ,. !��P. - - -, I * I '. I w W I * I ,- * 4, I * I I W. . I 10 v I - - I I I I . �-. . C . S I . . W. - 0 - - * --t- -* __-, -0 l; I, ­ .� %�Nl * . . rOP - I I 5 ___ . , I I I -41 + I , �. .. I .1 16 . - '' I I I ­� ;; I i -�!% .*. .,; I. - ,r. &.'.'t' �k* .10 * * I � A- .3 W .* L_ - - �, * *1 I I; I I . ,�- 4, . .. 4- - - _- 9�� I - * . .,. ." I 0 !". -*,- 11�1 , +V +V - +V +1� ..;. I I I i I 4, , Iv __ - ___ - I ** - - I IN . +4 , I W ,t/;.,?W IV _U�� I - ? I I 01' ;r *� 9� �t?, 4- * , r. - .i, - - .4, ;N,. .. I \ r .Z"\ N OP I& I 45'*' I , I , , I 'IV I I * 'j, I %. * - I . �e - A , TM S; _R #713 . I . 1­1� 0� A * ,�\ 't. .,. . - ;,> --- I ,* OP r 1-o" . 1�\ C I I., *. I. W . , . I I I +0 ZOO,* I . . - 0. - . . N, '*I *4 I ,%, I . W 4 I, * . � -b _:?�� '19 , 571 Go 1� -0 ....... A I . I ), 1� ... - , I " . , . P., P - I. .*.* . : " I . -.�-.-.��-.- - *. , * \ n, r A !zpy , - I ?C' I e . . I I \ I.. � . � I I I .IV* I. W_ - I I . _Mft � - \W TYPE E . �9 _F "ol + - . . I - .. I I ;. �-: A ;' I I; ;, I. I . I I' 0 �. , &M9 9. 3 2 - - *I +16' I I I I I I I I I I I . . I I . . I i. Ib I -,I*. I' .4 .. ---- __-� . . . .*. .0% I * . * * I I I . I . -It - *. .10. I *. . _� -.* , - - * * ;P.,;. *_ I * I; � 4 I � � I I ';.,a T*-1 ... __� I . 3 ­� - I . *. . -E51�-.�4 . . \ * * -It I ? I I:0 .--IV - W ?. �*. I t I* I I -4 I I I I I I I I I . I I * U 5 1.0% . It— It . ?I. I I - �*. .*. .It . ? I �&. I t I I! I ?I I IW, . . I � * . . * I '* i , * . ... .;O. I .*.. 44 .......... , . I 7M 09- tK I --- lb- . f 01 * - IV. .*. .e I e. .6. ­a.. - �01 I& . .*. I %. - * I 0. I* - I , L*.:.J� I I ?., .* I V, I .*. I *. I I I I .*0 .40, .*. I It CP,;_0­-:;- .V�* . FV __rft I -b 41 x *. . *. .- , r . I .0 I :&- Izi 0. ;1M . - 10 I . 900.5 . - ' �%'-�* � .. ,&. A '** , .e. I * - -V- C&P I V I 'W. .*. .* * I .0. .*. I e. -# I .qw-'-* . 0# ..4 * I W. .*. ' 'r I .* I I I +V 00 I 1, 5 A z i * ;0 , I .... . . -3405 . . . .It . . . . 3 - .*. .*. I ,+. * ,q., . # . .&. I 14 - III . 0. I .1h 1 t_!_t - --*- I llp� I 'P. .*. . * I *-5 .*.-I..�*. It.. ?, I It I * kl,?V IV I It . .,;j .4 . � . I ­_ I `V I-, " - - * Is - - - . . I . '. 1P . *P. -;�* -71 .7'a I W. * I * .��. .#. I * I & . .*fyl Ik I . . . UA It) "CZ M �r . .* I- I I - , , , I . � � .:�_ .,.W* * * 1* III I -0 " I W.V * I ,& I -1) I I .. 11 I - C. W.V-A - 1. . . I �,-.- I - - I I - - -.-A - . 11 I - I , T + I 10, -1 * i, I .*. .., I %I. W I .10 .0'. I* I I e. I ,,e,r fP .*. .*. . 00 .0- , I 44. . * I V:. ..6'..+.. . - - i 'T6 -IV I * *' -& - .*. .e . -I- +V I * I. I V M . .. - I I I .-r *? . + . $1. . ,�-. .e. .e. I,* . *. .*. +. W` I * I %, . . .,. .*. I , . . .* .*. OP -*- . 10 . * I I .-.I-.,. I ? * * . : F. A . � .. ,,, I. ­ . . _ft . _. . W . _;V, I* I .W. * I *' I** I -� . * I. - - IQ" I A A -10 A 11P 4�L I �, *P� I I , , 0, 00'.. * *. .IV I V. .10. �_* I - - +0 _ . . .,�I.A I 0. . *. . * �, I _4j, ., �*.. 0 r") Lz�;....'�....,*.... . V ,IN � I ,# . e". I * ft, .* .: .-. I .. .:6. .�� .11 I I I . " � + I 4 P . .%. -P I z". I I 4, . .*. '.. i - .W 4 I I#. -*- .W.. I , I I i. *'.1; , -w- - . I -* I .*. I 4 . ;, I .,6. I "; . 4, I . . I . I -* I IV.' 40. - - I - - .V I .*. . *. :p?V.*. .W I -* I * I .. 4 I I �k% I . # I . * % **,.,. **. 1. %**.' I 310. ) C3 . I '*' . C -P' . * I ',W I .Ii 4 , 0 I 4, I ,*1 **r I + * IV , - P : 00 * * I " I , . I - - *- - I .11 U I . _Ipil. .1 I & . I I 4 I �6 I ... . . I 4 I . I I .10. I, I . vp ;, I , ;& + q; -**' .- I - - - 4- ... .* . . OP I V I **� V *.3;�4*, �-,�!.e rt .W. I e. P e I q, I .,. I 4,^ I 4, P. .*. I . .�'.%*I ' 0 I 'IV I Nf' I `e'.'. ��, . I . I - I; . ;V . .*.. I /, . . .,- .4 I I I . . I I I ,4; - I 4; I ;& I I*' , I; , -I .. . . I . . . I I I I I + I %,* *** I's I * 1. . . I . . I— � � - . . . - . . . It . - - � I I . I . I I . I . . .;,./ - ... I,; I, ,; I �, .* .; -4 . . . . I .. 0 * * . ,; ;, 4. *' I 4 I ;I I I* I ";i . 'i I ;,, I I I I . I I . I I I 4 I I* I I I I I I 4 I .*. .,O;. . 4 . r. -�... . I .# . * I I III . I !71 I ':0. I. I:, I . . -0 a .,. .. I*. *: r;6--*V' I I 4 I ;1, I *** I , , I -k 'A . - ;I I I .It.' '., I I; I. .I, I; I ;, - Il, I I "; I I; . I* . I f I * +­ '*'-*--,# .*. %". .ev . # I 4'.. .0'. 4, 4 I . I '71 di . +Izr . +1P - (§� +C�' if, . _P ............ I -IF ## - .1 4*4­4­*P­#-t&--* * . ...-..- ... ..-I .*. , I I'Z_." CA I io I CO I ­­ 0, *,& + +111'' . L, . . ... ) - � . 1." - - �_- ?(' ) . :0. .*. . I! I il '' 1; , ;I 101 I*:I *1; I * ... 1*11 I 0, , a W..*..,. " . .*. . I ?I. .* . - I I . .. I I I I * N V, I I Y.". r . . . . 1: . . . It * j I .;... �.. t . ;. .;. . �. I I. - _______11� .;W I ,; I; ;� * I; I; ;1 I V I I I . I G / I I I :0'. I I A - 0% I ,;. . I&. .It I I I .., V . . :1 I � Ir I ..'o. I I .lt I I �0 .*. .It I Ir. I ,.---, ....... + I&! 4 ;P * li; ;,'. ;". .��, ­-;i;� .e..e. . .... I ...... . & - "; I W. - 11 - . - - . :I. .*..*:.I,..;.".;.­­ I *1 I I I I I I I I I �.-.; 4. * *! *1; I ;. ... . .1t I It It I ?. -*- .*I .*. 1'. Z"." - -I- - ... * * ,� 6 / n - - �V. I W I I I . - I& i .*. %. W. .IW .A I +.!*. .*. I * . *. I* . *. .* . :V ...... � - - I . . - .; ";�� - - 5: . *I It . I I .:4 .* I - . + .:! I I :;;. I I I I . . . I � 10 - 1W ow. x k . �*. � .%.* . + I .*. f+. I * . * I I .* I; *., I .*� . .* . . .,? I * I W. .*. I * I I ,;.,.; I I I I I I I I . ; I - " - - ;r, 'r * I I I I P * - � *� I%*7. I. I . � * I 't I ,� . I ; . . I I I � I. 'It,. I ;. * I;. I � - , -,4.*- - * I; .; I le � . . . . I . -P �'. .-.;.,;+ I - . . . .*. .,t,. 'r I I*. .*I .It I "; I vlo. I � _. - � . I � -Ri 0::. ..... I I . I . . I . .W. .'�. " \ A - I - .�..-: - . � -Wi - 10 - * I 400. .0% .* . 1. .40. I. . . r - _ � - A. .*-�p It . * .40. .*. I I I ­ - . � . AIWVA .*. .* I * I . - 'ft ,P7. ;I.. I;* , I. *. .*. . It I , .. A - ,� - - :�� U I .. .*. .0. . 4b I .0 9 1 qL_1_&__*.__VM . I 46. .*. I I - . , " Ip 1��, N .4p . . qr - .- - - . I . I 4 - I IV *. . - I I; . I I . , it I It I . .10 I .101 . W 'L 0 1 ,>'*- .Ift I * I .*. . . �s e 4,0, - -�J- � k, N ,% , I - I I - I (Z�� 0.1 , A C: zg�:P�zp QPP 1"I � - =��: I , , 1� �b I . C� - - "� Co cr, ,.%,5 �f6 � 12 q , !�> _ 7i; , " I -Lsc)q .1� 89 0 9L I - _ I il , ��I� _-, ;_- ---- -_z: _--__-�� I T.V__T I # . I* * V I .,&. .0 I ��. ,�.! I v, . *� 99' - . -, " q - _0 1. - I P� . .* I I 10, ; '* go,'. 1* e. ,qQ%.I&.V--&(,b-&%-,& - . I . *. I I tr . III . .W. , '.*. I * . * I ,& I I *,. A < - .. I . I e . (b -" . .41 . I& . ;, I .4 -OP ..&. I .0 I * .W. IV- I * I e. �. .9z .0 - .*. I W . ,,-: P - . :.* Ob I W I 10k I 0I I I& . I I 0 ": ,� I 1. . .*. I eo I ,* I I I I "V I * 41 * - .&. -*-,:�* . V I I* - - .*. . 0. I* * I 01- * I .W. .*. * !A I I& I .* , . I .0 4.. 4 It I I �- .W IV * I '. .,4 I q3 I I * � -*- - I * I - z - _Ip�. . . I . . ;I �r 116 IV I, *It . . P, ;, I I .+0 + It . . .,*. I * I I . I * I. .;z _F . 4P _iF 4F .r ,�...'*. .e...,& . . W It . .*. * If `$­* I V. .10. I# I / M: '10 J*. . Ift .g Lr.'. , . - k . . . . . , . 4k -i A I *0 , ** I t -- - I .*. I q2. � I I I - I / I / 1;b T . I F_ J " . . �....,;.... I I . I I 10, . �, ,,L:�� . . . t:)?- . 4P 4§1 ,\ E 1!5 - , Z " I N I ... .;�,. I W 0 � 6�. I I& - * . .0. .0i . W. .*. .� I . . . ,�A :1 I t. I OP. I � . . __ __ � . . * ;p . I .0 � ,W I I& I ;0. .,*. .,4 I .IV + W ; I I.- . . I I I I I . I I I . I - � _: ;, .,.". . ,,;. I ,; . I I . I I . I - I 4'. . If I V. . Ir I 41, -t cc I I;z- ,I, - I . J , . . , ; * * .& I I .4 . ;0. I . I "; I *' ,*. I I k. . .*. I . - .,,; . I . I. , - - - 7 .*: , I .*. I . * I; I � I I I I . . . I I I I . . . . q I I ,& I& I ;, I I - ,; .4. .,* . I *. I 4A;- - ,4 I ,I, - .. - I ...I. I I I I %I I "40* IV I # * V- * I I r I I . . IN: I 7 I :0. ? �* It ?. .W. . t I It I I .,?., _- % I;, I I& I ,,&* I 4 I ',� I I, I . I . I i . I I I I I . I . I I I I 4. . - 'or .,& ;V . 4; W %. * Fi, I. .*. . e, . ,; I .4 I . I ............. I * ....... I ........ W . I I; I ;, . I . r * * III OP e * * I I "; . ,0 I I I . - : I 11. -.2 U " .15 I I ; I .- . . -. I - I . .*. .It I ? . I:0. .t I It * ? I .*. . t - .It . ?. *- I *� I " I :P. .*. I *: �'? I A . I . . . . I I . I I I I ... I I I I . I I I I . . . - 10 * * 10 W * 0 - 111 01. I I 4 . I ill It W * * 0 . * I . I I I 11 . . ., I * . --�-�� I I. It I t I - * ,.; 4 . I& � I It - * I .*. *0 I * I .b. '1I I * � I I I . - - I . I I '. 1 5- %1z, - I ;. I; 'k � ,P; � I I . I 44 or. . ?. - I �t 4P I I 4. �-- W ), I I , I �_-' I � I _C.. I r%. CL + _13�1 . . X If I �. I. .&. I`* I 0 . . ,e I I I I . . I � ,\,p If,;. - �iv . A - V A I �Av I * . %.. .,. . - . . � P, .W I � , �. # 1. .W W -.-*WF--*- I I . ... + (P P _e + + ..-4.%. I I - / ,#. .*. I I � . + +4� I; . I / . , . - A..- I * 4 W * * .. - *,o+f '; * . .� . . ft . I .. __: , , , *. ..*. I,; . I Io.! I d I . I . . .. 6. .,,; I I I ;0. V I,; I ',;. . .,* 4 ­ 'IV I - - - , ,� * * ,; / 0��, Q I I -,.*P:" %. .,." I , C11 I ')� - " .l; - + . -4 ce :�, I I / // - I - I .W. I W ---.V- ---, V I I , I . I 0. +- I I t -.: I / . I , . . I . . I T. I ..*.-.-I ....", I I iR -f III. 6 . : A ��p . 11;0 -, + :,;. .� . I III . . I . *. It I It , z ... I I ..j _P _a .. . . I %Ij 1P 1�1 11 I U, U qx-- -- - qV . .W. I 06 . - 1. . It I * - - - - - - I - 5? :r. .W. I - . 4,.- I .*. . * I ,; I I I I W. .l; . I I I _� ., I I I I T ,f.".*f.%1V' I %,* I ,� * . �T , *,\,b - * - + . .* .0 45 I It V, , !� , <b. .�i...,;...:�. I . e _f -#I 1� 8 ,\� - .- .* I , _.__ __ " . . . . . I .;. - +.-. 'Ift I * I " . . . I I . I . I I t I I I. I- .. . I . . ; * I * I. * . I4. 4 . . I . A' I . %. U ---� �,E ,-�, , . "' � " , - I I I 0�� I I Cn .... 1. 2 ,�, 44, W I �6v. .*. I It *- I * I +'. . _�p '01 0. -0 I W - t:� IV. I .� I I * I 4 - , . + / .*.,;., " I Ilk . T. I I - , , +Q0 +e +(� -0 . - * � * I * IL?P- I/. 0. dr, . ;. . �4 - - + . 0 - . It *. I *. -t$-- . t. .+. q -. . It + * * . ,*; I ; I '� - - - I ; I * ._. . . 0 *:F I .* � Y #- - 40, i .!. 1�,,,. I * I * L I I I . "L'. I I 7,p+ * W I ,VP I -P I * I 4�1 I . I . 76 / - - * . V. - ., %. *, --r*- *. � ni -i - I 11 W I I I I - . I . * I I �". I.;. . k .. . N_ _9P . ljcb� � I& I � M), I ... . * * IN - . I I I Olt I * . I I I *I * I - ... I � +V () r. � 1+-V - - &-w - . . . ..4 . . . . I *# I I I . I I I 10 I 0 -r- III, I - W. I * . *'. ..*. I e, ,*. .*. . * I V I it. I *. . W . .*. I I I I . I I T I J_ ._. . I - I - a- e 7. . T 1.1'..".�"..".0� . . w . . ft ----',;a I,%,. . I .* - I .1 I 4 - ;, I .e. I -, I - I I I*` I 14P *` I 0 - * I -*- -*-.- * I * . .e. . V I , I * I jo. 1. . It I V I ._. ._. I I * I* .. I W .... P w - W! Ie I I * - I& - .W. '.e I W I .0 I .,&. I * . * ...e. .*. - * I& I .*. I e. - I I ., .l;. , .,& ,I- W* . . 5�. ,.�. I I. lt . I t I Me. . :1% . 1I . I 1w * I I - I . .n� - - - - - I V. . I& . IV ,% - I 1 4 . I; I - -V '4 I w - I# - *r - ,b I I& I I *. I W I * - -# I .*. _F ..*. I ,6. ti�'. * . . -.. . . "'IIIII.... 0 W! 7 7 ..e. ..*! . q; . , , * .0. .*. I IV I W' I* - .e. . I, . , . ! ,I / / 4,ppg:� _:. e %.e h'. ­0 I 0 . . q; :0. �.,b,!e . .. - -W . * . , **. I -*- - q. . I& I -djo. .*. . I q, I qob?k I .W. I 0. I * I .& .40. I . I I I i . = T � I .v. I*. . *. . -A I � IV. .e I I* I 41 - I*' -V 'I I& I ,& -'-e- -.d - + I j# . .,&. I 4 I + I .*. .*. I 01. .e. C - � �5 ., I I I J " ri .�% lu . . .. . . - __ * -0 I *.I 1 4 I '4 - �6 - .l. I I *I I ,;, I ;,. .,*. ',W I 4 I .*,. .,*. .4 I . I I . I .q*. r _P 9�* V I *. I Lp , I * . � N1, . j < .4 . %P. I , - - k .!"r . r . I -� I ** I I . I I . I I I ,;, . 4 * 40 * ,# %, I Iq ..6 1* .r I + ./ . -W. I *' I V I * I -* I, I J,i I . V . - . . . I I I ? I I*. 81 * I . I I I I I I. ; - ,� I IV - - *. . I; I ;, I. .e. I '1� I ,; I ,� . V "; I . I I I I. . - ... -'s - 4 - - - I I 4 I 4'. .e. .,V I I*- I* I * q# - till . . I I . / , "' I . . I . ; * I I - .*. I* I I ,; I ;,. .". .,; I ,� I ;& . I . I W! I lo - io - -* I , *I , 4, I ;6 - *** I lor I 4, I ;& * ,v. .,&. I bV'-'* %` I � .j. I b. *;.,., I - . . I - � No, / - - - . . " '11-N I,­- ---- F I _. / I * I '40, I 4 I. 4 I I * I I *7 I 'i, . :6,. .IV. I ,,� .4 r. 1* I I . I r I EG-1 I N% I .W. ., ;.". .".*10".."., *.1 I q . 4- , . ,,,,,, ""Ii I I . * I * . .* ,; I ; . � I .e. . : 1I . I I . I 4z, I I I I . I . I . I . . I I I . . I -. A . - I . I � �Q - I -1 . . � & I * I .*. .It I ;, * I*; * � Y.- _1 1; .... ....... ro, , , , . .. I - ,��- - - - - - -e I .*I .'t I ? I �*. . t.A - !I I , . I. '? - + * *. V ...,*... I; ­. I I * --n--- . ..� ­ . I . .*. - .I&. -* .,� I -. I T .... - - 0) I . * I .+. I III ,,,-r I ,& ;. . . * I;. I ?��"` 11 . I I I I , - I .40. I %,,,,\ . I OF, ro n Z,57 - f: 0, i-4t- 60..\. 10. I&---*- -- , I I I It I . III:) � 151:1 - _%, * I dr I I* * I & I A%�. I 10I . * , e I .*. I I I .It I . .,. .. n,p , C, - - ... " IV ,\ t,, . e. . * . 3& . "&. . 4% . + I .0. .*. I I% I * I W. .*.. I I? . ..,*. I t I t I ?, . .*. I * I t I .� I .*.. I * I +'. I ;.,.;. I. .1 I ,.;. III *.I . . 6 . * .*. - - Lo� I -1 I ( 0. ;-F. 1; � / - - . 9:' .-. . . . . I . .*. . * . It * * *� It I; , ;P I ***1-,; I.- - InIV-8 6.73 .I. W., . .0. I IN*- - e. .10. . r1II 00 I I ,� ' '0 - S_ ,, STIR !708 - ."`*III,Ii.. - . I I* I * - * I ._. I � ". It'. . I I . I I 4:.,.;. 1. �, 4 I I I I I I I I ................... 1; ;1, * 47 I ,; I I . ..�� I I ,� .j V) :0 -.10 9 I 1*%' ;. I.;. I.' FLr . , - . - , ,\� �111�,1'1_ - li,06 .I& I 10 * I IV I. . �q� C , L0 . '. _ _ ___11 . / . . .* I V. � I +'. .;. . I -- I ..... ��. .-r. . - , / e, * T_ I -P It .4 . .... 7. .. . - 6 , .6 10 � .*. I e. I < . .e. I . . I. I -16- .. .. V *. . ,�,. �2 �\N I -�" , - - I - * 06 * I so. ..&. Ilk . * . a& .Ift . *. - + ,\4 ... - tt Ism,�_-__* & lo -46 I I& . w. - . . . I Aw . 0 ...I- I __ - . - .,#. . 10 I .,&. 4'. , ,.k -* - W . �,v. I w . I* #j . -7,& ,el*.., *. .*. .,ft I It I A'. .*. - -tp- .W. .,&. I* I *I I .*. *- - It I *. I* " j - C . I .It --a �t:l -ig �� I .w. .W. 4'e. 4� I & I -:I*-- - A-.- 1# . �*. .*. .,ft . - 4. a L6 I W 21 - -t- .e. 01 �;l �\ r . _P � +- 49 .P I I I& IPPV-- __t_:.r I* I I * . * . IJL�� � *. I . W . Do Not ............ . �7 - V . . - 1b I 1;1� I o t ., * . W ; 4 . I; I I .,;.. ,,W I 4'. Ir. - * I III I* - 1"�'. .0. - _? e. -ft . * I 0 . .*. . I � - - I - 1w - 2 - .*. I ,* I ,*,I ,ep I : --- - . . 10 .i I ;, .. I I I . I.4-, I* I 'IV 'o - 0 I q.. I I ,W ,& '. .IV I - - .---r 7 *--7-e, I * I v I -IV I 0 L't ee ,# "N% , OL I *.� *- - * , 'IV I I %4. ". - I -. , - q W * !�r 4, I W. .W I b * I -# - I I * I !0 .*. . * * . * I tk7 I z W I ­ * -.- -.I I I& - P I. I - .r - ,& - ;. I f8l. I ,\- ;.P.- I I .,A I W I # I %, I .". .. .* . . ... .... I. I& . - I I; . ;, I I , W I *_ I I I I W - - �O If. " I 0, . .W * . 0. . .-N. I Curb .. .- . - . . . IF I .w . +V I-%; I I # I pip " I . ., I.; * - - 'a MPSTERISE VICE N, I+ /_ - . traight Q; I. I %.. - _� __ ___ Vi I . . I* .. - --".*- -4., '-z , ',*;.'. _0 -P _0 + I,- / . DU . .. , .0 .&. . 4. .*. .*. 40 ,;a--- __ __ , k IrN* I *- IV I -tq� I * -_ - __ . *;,4 , IN Di\4 I a& - .*. I* I *. . . . .�.. IN __ OB L.:w " . .,&.!� .*. I t�� . . AnC^ I ."'. .*� I 1! 1; I I! I . III **' I *! I I; I �6, ,� I +4P , 4, . .e. 4!a I I I* : " I '-Z - * I J-.b,% I W Z I .* I . I I I ; . I . . I . 4: I ;, -, Is, I I *' I I; I ;, * * - - - - I ,; . . . . . .. 4; . I I . I I . . I I . I- w W - -*- .0 I ,& I ;*. '. W. .,. . I, ,� 0 - N . * IV * W I, I; - r. - - .,*,. . *I ;,, . .,*. .,e . 4 . . I A . * I I I . I $1 * Fv.- .4 I ;., I .*.. e. . e 10* . 21 14 1. - .- ­ I _. . . I I I I I I I I I . . .. . . I . . I . I I I I I I . I I I . I . * * . - - - I - I - # I I - I I . . . I _. I ; I �* I I 1#. It I 't I .* p, , `* I I *7 I '.?,* ;, * tk I I ... . I .,; . *' 0* '** *4 I ,;, I `e I I IR6 I I -1 I& - 4, I . I; ...... 4 E) :V ,�'. .:*: I It %. -,4 :t I; , :� ............ y I I,; -_ 41� I 1; I 41 I 1*1 I It! I 4. * I- * I. I .,,; ..;, I . I .. I I C)" I ;, . . W %\ P,th-lin& cttd- e 'I" 1 89 .74 . . -r ro.-V It ;:�p '__1 I * ,; *0) * .,&\., - ...... .............. ............ - I 1. .. , I I I I a 0 I , ,;.% prt:pe,��V!� . 1�r 10\ I y .� /. , - . . L4 � . I" . I En ter Sign I .C" . I .0 I- t %, TC= 1.50 . . . �� .'. I , "\ 900.50 P, - . . , \__1 ; .. ! I. I Li� *.,,�.% .�e - 11 r: " I, - . ) 0 / .? !�k , . / . *I b� ( * W I& , I . % I . I .4 I I ,6. I 4 � �X _______,� . I N11. . Mwlr�, I . " � I I I I . I . hp I - * - - I_. I I . C -..,. la ... Q � V . 5e __ , � . .1. -.,, E� <10i" Xelc4w "? b:,- - ,?;,- / �, I :. I It I I :II. .W. .It . p I e., -, ; - .-A.% v� .: *.;. Agi. ., , , I l. tm - I I I ;,5. - -- I - I ..,o .Vk.� . I I I It W * * ;V I I . I * .* I - I . I; . I . Asphalt en .... , . . � Q1-7� � �1. - e s� -"6 'le-'y 4.1 _j ." W W .. ; . &. .*. P.. .-6 I V I W. I . q. , � .& I* .............. ; I ._. IT. . It, - .*. It . It I * N .@� I R . I tfuv.�Iu I . I VUU.1 Z) I - ... . 4. .4;* I.* 1, I -#. .*. I * .I - L'. e I IV. .*. I `1_*- ___ I "t I It I Cr. .*.. .4% . I I I ov I I- I - , . 7 I .-. ."% I .40. I *I . It .rlo. .*. I * I It . .*. ?, - _. I7. A .It I :� 11 ... Ut �Iuu � ..&. . - CIA Iq * 1 -3 I 'O ,� .,.;. I ll� _ - _F (zo . . � ,V -_ +V I op. .*. I *- . It I 0 * - W. .w. .w. *. V, . .0. I . . . W I .G ... +1"'. i * .*. I _�_ - L� ; Lse .,?,. .,&. I'd ; . � . , I&. I -*I .*. 0 .P.- - .;. I * . *. .*. I* . * ra , - I., I .�.ro.w, - I I% I I I. vr, -,�qr n. Ir� - ( Z-.O'+ [899.65 1 e. . + * _r [T,7:;,� I ;X/ 4<, ) . I-W. . I L. I, . T . '*' *_9�1 W. VA .10 I *- -* I .+e I* I * . .*. W .0% +(6� I 0 I .*. .;N6_i7 I It I Oil. I I , 1. I-. ._. I ft I 'P I I :& I I ; I 1� I lig I ;W _,im 4� z - I 111-9 0.50 I;, 1V +qr -0 I .� I - tott n � act: - 'a 0 I , - _Q___j -_ M 0P + . / 4 :,: I* llp. I* " - *- -*- -*- -IV I .*. *. I& .*.* I* I *. .,&. .,&. I It .. * I . I I' I 11 I I to .*.. I I . W .. . I & - I 0. . *. .e . e I .,. I - -%�#. , * - .*. - * I It ,'� .1 #,. I . I I- I . 'TrMn rn_=.-__->/ =.---.= . '. *. 4. * �z .*. :.-4. .*. I " .. " ___ wi�".% .*. .I&. *. r 4�p t 10 - 0. - .:/ -..)P�. . ��! * - &-)P. *.,&..*..*,. 3 k I . J;t,.�J_Ex i & ME M. I I n M­ * * I .-*- -W. I � I I I " .._.�4 :_ � .. , , I . I . , : :,�, I .. * ", 14'." ,0 I . I. 4 I . I I I I I . . .*. .4 I of ;V. I* . I . I 4. . I . I I , -- I vil I I .� - I - � I ., .. . � ; '. I : `o �6 I . . I . ! I I . . I I 4 I ;V I . I .0. I *. . P. ,W . I I *. . e I P Q�:,V� 'iT,;_-, , .... - *!'.'. 1! 0- �� - . I I .,. I 1W I 4 I f* I .w. . *1 . * , e 40. *, W .*. I *I . e I , I I I . . I. .*:'. I., I .':9.%* . .'r I .. . . . . "! . � �k Q ,; I . ,;,!, , I I . - -,. I . * '. . . Abo I I I I 11 . .. . I. I .1 . � . I I . 'I I I I 4'., I! I - - + * I I . . . I I . I I I I -.4 I I I I I I �'. . I k ,; . 4, I I , I -:,d,! * 4 I -I4 : .. --. .--p v * " - , I . 10 , (Z$. 1, _: .. "'�, V I- �_ It, I ... J, I - I ,;/.'t'. 'r . I.;. I.' I ... I * # 1. t I ;V .*. I I .W. . *. . 0. . .. � I ;.. 4 -� I I. * '' I; I * P1. * 0?;; I I; , ;, I ,*, I - 1%, IV- - w _9�� , %L, AA ,�4 �. , . - d; I; ;P # ,; I V I** *4 * *. -'s;i - ,;, I (0, . I . _. . I j, 01. . . I It * I Ij I I� &:P* I I *! I ir I ;V I *** * I .-*;A ..,t--* * 10 . t � Y , ., *( � / - . � I. 41; 1. ,0 '. * � + - q� I .*. I � - . , -V .a- - 1 .��_��_ , I ,� I= . - - N4. .� ! I, - ,."A,� .1 - ,�-.,j �� / %% (�, (b - -�' ., � . 1 ; 1". I * , "; I , I * I I q I * I( . I /. I . PT' '. = I< I - P, � 2ne _o r. NL , 0� "� . " r* 1; L. It ;t* �10 - -,. � fz- 1��. I � . Iw UL . + =\_ - .--., .. I tcri. . O'. I ;1'. I I&, . . � . IN 11z. W lb- I It I e . - I ! I .? I * - ** I .; I .� , V **' I 4, .j. I -F - . . .-w I Ir . 'O. r I I - I .- I I _. . -. .?. I*. I *. .. It . *4;;�, I; - � - ;, I I - -. I -. . ; I I I I I I 7 * . . I. �6 I a ; 3ight . "! a 0 ...�_' 5V -*I. . ,t,,.7 r ;* I. �. It - ;--r .- I .. . I I I; I I I .o I I . . I* . .4 Lr, I I I-' .. .. �\ 1�: . _r . . . * - I.*J.* _ I I I I ; I* I* I I - 4- I Q) b v- 0 .;& I. %;". I - ,09�01=.35 01.0 . I / r8979.8d I -P' +(Z� .+v +rb, I . _r " I I I 111T - . lk4�0 1 I e . * . &I .*. . V . .-. I -. . It . r . .*. I e, I * I P . .-. . -� . It I .I7 I T . �4 � J`!, - - - iv%j.u.j I . e . V! . .6.. I - * I . * 'f,'* . jV - .*. I lknj * . j#. �.* . . *. I It I 7' - - . .' I It I *. .*. *. 1. It ..... . - - I I -+-- -7- III * I P, * I ."', P� - I I I . IV. . I It. . .-. L11 __ - 1899.3CI i * - -_ - N *0 CK I I * I 10 .*. . M If I I -/ Cv, . I I - - --- :�.,.'. I I I I �1' - ..4. 4qp" :1 - I � 14 I . I *. .41, L I *. I * �.'& 4. I *. .* I* W. .*. I * .W. .* W. .*. I . I *. '' . I A;- I _k lr_� .o -j I P?l I . . * . *. .*. .* . ,,'V I .* I .It . *. . . '\ ; - . - STM "_ . . . "I" *- -w **- 4�0 - I& I .14P P * . I I * I ` * %I%*. I *. I I& M -9 �� . - I I * I 4� .11 .P . . . I *1 I* I .*. ._. . I ." I 0. .IV I I I - . _ .0 .* . *. * 41. Z; 4 . al _m� .15T 41 - / - / 'l-N , . I . ._. I / I - i.lri. I I 1# I *` I* I qV I I , I � ,, -0,19 .*. -0 I 54 I -&- *- , n ,* _r -, " q, , 4Q . � 9�- N, I - . _�r I I .e I .". %.W. �r- 14 * I& I .W.". * I T . :�' . I I I _ I A-�� 1� 1� � . 4 .*. I,& , I 6s; --V 411-6 . / A �1 .*. .11 . LP I - I -0 I -*- I 4%�.. -b, I %. W I . a I CP , I Ui _r / A i A A t - w, r .*. I -%-** 40 I- I* V I Ir - W rf e4p. .W ..;, '4 I W I - * I _f�-W,G N, * I** "** I U4. -*- -*- -* I 6;, - ..X 1 1 11 I I I I . '0 IN __ . - .*. .IV . 9W - I 41 . *.0 I V. I I - IV I 4 I %& I .,&. -I- . I � 4). . It. - e I - n. I I& I .1* - I I; xT--;-,V . . 0 I * .. � . , 52 . IV) - " 1�p /"Z�10 0,,% I -,e I+. , I& - .4 I I *. , *. .*. -F - -.-O I IV I * ...1. .*. . :: .� r. . a 04. .* . * . ..&. . A. ;,. . *,: - I - :* e �5�.. 4 I I 4 - I - - III, . I .*Pf.; . ;, . I I W P. I I 41 . + 1# I *** . I . I. I IV. I ,� . 4, I .*. IV I + I � -* I V . .*. * I W . I * - I I 7-%'. I . I .!*. . k _r - " I UVV, �cp I 'o.;h * I *, + I I.. ., . . ;.. " -�, I . \ _e, W / `\ ,PW t .*,, ;; I 4 - I.O. I *. ,4 I . I . . * _V� - - . q. - q . : , . +e, / It W L�1.1 I I '4' ! "j" f , �*.. :�-�5 7 4 7 - . - , I. .,. I \ �: -!-I - M -I-ow- I +1 899 _._._� .1 I I '; / . +41 . -P' ) " . . . W I& . I ... . . .. I I . . I I I I I I I ... I; I ;&, '** I& , . I. I I I I, I I *0 - )iv;, - .*. .. "; . 4, raLv I **' I *1 V I .W. I, I . I I .[�-* �� I .,&. I I .*1 I N I #I- -%- ". ." I - " ; * I; I I; I ;, I .e. .,*. I I;--- .. I! - 1W I a3 I %,Li " /� �+ �- :9� I *-".."I.' �.*4 I I I I*! * I; I; 9: . I; I; *I ,; 4, �� . . 4� 1 ,�** . 89 r- �- I .�- I*- I -W . - . ;. I.; ................ I I III ; * - ;/4 - I I I 11 I .1 , I— ­I - � It .4 + % . 4. rr . .. - .1" 121� - - . *� ... It ...... !, I : I .,* -_ - ­ . .......... ...... I! I e. .,& It & I .. , / 14� * I&, I I I I * - & I I � I. 1W I - I- - 1 ........... 11 I ( I . ?. ;. I �, - 'It!. I ;., I;. '. � I ...... ...... _r �"-Znl ..7 -�-- - if -, . * V . J* I 01. .*. . *. I I I 'r. I*. '. *. I ltl__� . It . 10 I I - .. ?" 4��' * . 1.* I I 11 I 1. I 1 '3' . *I I I& . .&. I ,�J. f - I A I .*. . #&. . # ,V I .4 . I 4; I .*I . lt....;". ..4 ... I4I. . * I .,& I .*. . *- I * . vp fz�-*.w I ? * 1b. � . I I I I ;_--_ * 6 '* I W *. I V I I � I ;? �0 - 0 ill? . .... .. O'. I W. I 1* ;.--4--,;--i.�.-- .,.A- , " PR"OPOSED 13UILDING , � I I ,.:** * I.' %� *..'.I * *.,;. I I .*. W. *�. *.'.*. . *. .*. *. .*. . )V. I M-C. I. I. Om I I - I Il .,;.,., b I I 96. . . .".". I I I .. .1. / - ­ I I; I 1; I :1 I 1, It I . I. I �/� %!% "; I 4" I **' � , P. r�QxWXT.V* 1f0tA.j. " ..... ; I& . - fz�V I 7....k!" III*. ., I - .#. , "!"..".t - .[:I,;.*. . . *. .*. .*. I* // Y I - A! .."., - , W.* / 900.50 - * - \i* _� I . PMEG' 99. � .%!'. V .4 ( .1 I.." 4 .... -� I 0. j . - ,/ - PHASE I f&. . + �. I I. J* .*. 0 . V. .*. .1 .�; I * �. ;5I ; - - I I It - -?..T. �.�� 16 ... - I ... * I I 40. I 16 . 0-1Y A � -.*F 1. - _. I \ .. : I& I I OF P� � ) T .*. %:Ib %'. � "..".. � . ­ I& � I I. -,��. * I e I .#. .,&. I I � I . * .r. .* - W. .* c9li. � . U I * j . I ... - . Q ..* ,..e. ,4 - , _,* ...!!. �t - ___," - --- - - I - --i......., -.-.�� - j.;. .. I � %*;.,. ;. . *. I - -*-- I (b . - 399425.+ SF ' / 6, -,&, - ;;_-I-,-- ------- I e --- I It I .*. . I :;: ;,* i.i, Re. I ". . 0. N 4, r . - . .. . I .. - I I I . v It I** ..& I %1. .*. I W ,� I . I I I * . .*. I *. I . I . . 1, I . . ;7vu. 1 1_r I. I ( - , . - I I . . ?i ,\ ,,�, - 0 � ,-,b- .,. I 6tii. 4 I ,�, I Z . � .# W I -* I I " . I � - . I ; . (;' I 1� a ,N.V � . - III * � . -e , , ,�.,-`I_ ._V4t-.-.v... .*.%�% :61.".."If , '. . . I . P ..; ... I I - - I � - - * 4, - .-. . I n, 7 -7- - *�-;, * . . I I 9 , �1* '' :�5 I I I I 'to -,- LL-:_ i_*1 *7 F 4P I - . I& I,; _P1 . *. .. . I 11 . . 10, I . . I *:,.*. , I. * -*- .e. .* I I, .*,. I*. '. - - . W . I ov , I : . I .,v ­ 1 5 900.22 I to I FFE=900.50' / ' ' I. - - 1 * *kt. I I . . .W.. Zq .,k IV: _F . / I. I. I .1 "TIT ..895,..16a .;,*.* - '�.�,-, 1 4 ..� k I 7 - ; I� � �;p i I _�� I! . ?I tk. - ,v3- ��: \ *V. I. I - I !. I ft'. I W. . I I I --*- I e I I * I .*. I .*. 7-. _. 4 . � 3i / . b . ..&. - __ 101 * q. I. J� ; 1# IF __ (2r k ----- -1 . \ .� : - = I I I . I 7 ;.+ 41 1 I, I '\Iie I& I I I , "I qr . 4'. I ,& I .4 . N; . .e. . %V. I ,V I . e 'T. - I,; I . . I ... I I 14 1 1 1 \ 5v .. Ej KI * *..W. I ..*... � I +Z ( .6 * _t, - _;?�, , It - ­ I I ; * . e -6- .. A . .,-. I .IN .. I I ::. " � 14 .... +T I I I# X11 _r - _t, .. . - * V W III 4 - ;, .e. -l; . �4., . . I I I . I I I . . Y' -�, � I. � ..- - , ;� ;f. I I - - - - .'* ". I - . ."'t, I I . I I I I I . I I . I I I I I 1. I I. . . ,\�'; � I - . * .,&. .4 - � . I.* I, I I* I R� I .�*.,.;,*.*;.,.*;.*.";.*.*,.'.*.�*.*.;.I 1.0* I , I I I I I I I I I I " P .1�,-.-II:.*. I *. .*/.* , I '' ,�_ �__,_� . ,* I e . %'. I e. I � I. I I . . 4 * . . . 11 , -I, %J` I. 0 III I .*. . 00. .,ft . . . I � I WJ IV . .* . I I I . I I - I I . . I . . L 5 M., - f I . I - . * .,-I- - d>) . *-. * I . +'I '. */- *. I. I .* I :�:w �__�_� * e ; F . a I � *. 0 I .*. - I M ..-- -0 I I; I : 3 ? � r- a, I - L ill I .IV . W I !$ I %.. I "'. I* . .,# I I - �� I I I �. I - . . * 4 - / I �*. *.,. % - � .. . I , I. I #, . . C 0 .*.. % "*_�f+ - 4 I .71 _/ ------- 4-1. "'­;.­I -_ .'. * q Ir ______ . I I `> _: ­` - , V) I _Q cp - I.e. I V - PI. - * 'I -1 1-.o�*. .*..* - .1 ).*. . * I .# .- _­--III,I "" I . 11�_ I* I .% .l; " + "11� I P. `Mnb \ - . .. r . . It I A". 'A. I V. - a 9:::P0 �__, I I W. I * I * * I * I ..w. .06 .* I * . I It III. .* I , � / _C: � � . .140? _e 'W . I I '! *.U.M I. \ V lbc�b' � ..; I.--. I .`� . I 'I� - . I - ..,�_ . . I I". I , 4u, Y_ -� *- .W. -10 I .*. . I -_ - " I .1 * . I ;:r .. ), - __�, ?AMR 15 , I , I. --- .;-,� I A. I , 1%� __1_42_�_,� __ - ­ -0 I It. .&. I *. . * - a . ?%%'t, %t"..".1t, 0 I ;i-� A .11 .* I .W. I *. . � %­ - - W � - ,-. -. .. - , _r! + I *1 .10 . *. ?T - ,Idv�- I v. . , I I I - . I I .IV . .e. . I I% ,$-,. - . I I I& I 14% I d&. _P �il c6Q1, III �/ . AN I '(do - .*. --t- - - - . - W. .,. .,0PV.".%. �-:` * I * ._ - - , . * . / - .IV . 16' . 0. W - I *** I V * 4:1.* �I�F + _P \ I I * - - '*' . �- I* . a %I * V(Nt � . \ � / -4 . * . 01. I I 11 I ** j-, * CF � 187'r -I- .� toy- - . L lz� ;P , *% I . - - _4 &_ - - - �-?,, , . .� *, , -�- ,,�k'- t. -; I , , IT .*. I *. I 1'. I ft . I* I . _Imz ;1I 9� , r .�. I ; 6 ,Nw :.. -/ .*. 1 .14 () I * . L&j V� I I ill ;, I +V I e .� . . _9�0* ... I � /1" . I I I I I# I W . .1. . _ zMV.] � - . - I; . 6 . I* I I . Q) IV 1- - . .q:* I C '. . I) ... * I I. w w c ­� _. -.! ,& I I& I 'IV .*!*J.,�4 *.4, .1 I. . . *. I __ � V * * *. .,&. . ot. I . . **. I j.,.;, � V ,; 7 ;, 7. -*.7't * I **� I - . P I - I � ; 4 ;I r I. __ * 1900.501 I �#. - .Aj I . I . I ., _. O'�; I I I I I . 2 I lz� . .... I I .. I.* * *10; . . . li, _� .................... .;. ". � . I V*' I 1; I W '.** ...4. ... --.-- 1. . . . . . .".**;.%* '."..'It. - I - I .* ....... *. .W - Viz ------ . .1 . 1. `lt I. I I I r� 0 . .. .4 .64 r -w- 11 I 4. i-i . - - - � . I \ . _.. . - ..... - __ I .1 ....... &I I* I * I - _. _. - * L�u 1�., I. ­ *. ­ 77, !*.1.I�%,:d0.I.IjW -�!e!5 1, '4.'I-- L. 7 .. I .. It -40 I 10 I . III *1 * - I - I tk . . &Aw . QW. I -*. I .. I ,,: - . v I .*I I .;*,. . I I 1900. � - I .4- I -, , *- -* - .*. .* I V. .W. I *. I I - I j I I% ,� . !:�1594 I'd ........ I -. ---1q/VR13,-q1!� I .+ _:.� , .,t . . *�-- * - rl,,;...�... *11' -� I I V_ I >* . ill I I .-� -,Ib , . ­ . . . \ . I. - - -_ . .* - * .*;. .,*. I . I � .,�'.'.t ,.'.',V . . . .1 ,\� ,f*- I -V # ­ ­ . I I. X\ .0'. . Ik I W I W I .,&. .,a .1 . ,. I - .& -/* I .h-.& .,*. I v . .1'. . _'. I , ... \7 -0 - &-* I * I , 1j, 1, 19, . - I;f1'V- Ire - .1 �, < 0 1 1 , it I 11b, 4�*f 'V7 IN ... *. - - , t I -*- - 1# I 6 * . (0-# - _75 (b . - ; . 5S 1 4 . t I _ - �T- -- - - - - I - I. I ­11 I I I I + .r I :0. i.-. - 4\ IN -_!gly 4 .4 .109 . - 2. * I . - ­ . - . I ( _j ----- I I . �p �, �!8v- . /** ez�l 4- I I .1 I . S." La . �i.lv .b _-__ . -6 -�. - .fo. � I . III. __ 'b"a 11699-117 .&I I � - . .01 ..4 I I 0, ,;: _P r1_1 '.. * .CS F� 0 1 "I- I . I I ­IIIIII - . w I - - In, - V - w I IV I * I - -W - + . .*. I* .*. - I � - W , I ;,. I . - . . . . � `9 155t I I IF. . X +11�:- -\6 ,I, . I I V .4 I 4. 1 1 - V)ll LA *. I# . . - + . --------- - \, ,,,, I 11 t \ , 0: I - - --- , 1) 0 . - - I �*. I �� r. -A . .*:i I:V. z 5 � .'.'f.'.`eI '.;,.`.* � . . V - / . I I 1. Z� �p I , - . . . 10. I * . .* /11 r i ... *-.. N� . I 1. !,-z�-.-.!-.-.t- I -!:4".&.-7� 1 I ;V. I .x , IF I I ZP �WD qlzl* ,bj ?ZV .N.. ,� (7) .4% �. * - .4 I .lt . .*.'. *.,;. I. I i. I. V - 4. G Ts;�* I �_�_� I . I 6.-. I. I 14 *.;,. I * - I , I - * I I . . Z41 - I �� 40. I + .-. ,..*. �k. .e I I*'. .#. I _. I . .4 . . I . , . ..1; I I .. * - I I I .. - ) CO IV W * I; _0 6A - I -� _� . I ...... K.... I:-.'#.' .;r .. I I I . ... 1.47- _�o ".,, ,- -, I.- - 4 .: I. I 111b I . 49 - \ -,t I :6,. .*. I ";NVI * I I I ,�o .­___ � 'I I I' - ... III. .* ) . C ;:-�!:ft ,,�� \ I.e. : - - - - - - - - S�t . , �.'. . It I I . W N I *. . =1 A ..Ill 900.00 IV 551 _�l ?9.2" to* �. I . A,.. '. * , 'I ��O�::j 10, iA .*. /*. It . * . - I . . I ?, L&V ,:, Ir . 1- . .. 1,; . I Sem::�,4� cl "I �Ftc)C,15, 101�1 I- a_ . . . .* - `f;� I I I I ,e> � .� � . I ll 1.1 I I Ic . N / �8� \ P I .1 _Y I .... . -F, - 4. .40 ..41 . +16r, \ I- 898.85 b5_ .- - -- --- - *I I * I *. .*. * , . .It 4P ......... ! . Ix I z I I ; . . * . 1. F84 _40- 1 _' I I& 2 6==== 89� . /,:� z 0 .NORMAL * * .*. . .1 * b . , . i .e I - . . . __ - .. *- *- -+- - *- I * I I, .*. . � . I, � . I I !I 4 '... e. j I I LL. - I 11 I 0 1 - " I. t"'. . ..., ;. - . I d_CL& 9 G I/ - ... 14, .*1 -1,- \!;0;0, '. .19 V1. V. . 5 ES . fl . 15, .... i. I& -_. ". -Y I' � I I/ . . � I Oft 1__-1 . I I �� V I'& I I 1. . I I I � �- ­; . I I . "-**' . 1.07*- . 9 I -7 A 8:73 - +19, ...... ;r I , .... te I * I ,& . I " 14 , I . I. 1. / . L .1 i) ......... `e I- . 11 - I I--,' - . -. *.�. . ff:/ - 'i 1. I . . V, III I,.; '4, I � - - I z 1� . � I I I I I . -A. . - - . .- . -.. . , V 4� * I I ,* 11 . . . I I;r-. -.It I - .., / 1898. J& 0. / -,j , 8:704- . . 43 . 94.5 A L � 4; W I 40 I *.*.,&I & - -�'+- .. I ._. I . I . ^,tN .*.. 1112 .-__ . . .�% . - z -7 I. 44. I I i A ., 4 1 I I ::) , � STIR 710 el A r% -T - � ;, I -A* . I . T - op * tK . I .4,L - , W - . e. P - . &. .Ik I T I ;& . I , I . t% � I � CY . . ... 11 r .d I . '. '' 4A - . _/ I ,, % �, / - .- I A I- 11\11 .- N _Pxirl U7 1 _T_ _r N I �\ I . *.In 1. .06 I & 2 I ,.-.I I to?L . . . _0 -1 i :) C a , _,��_ - lep , ) . CUR7jl,WtEr - - n-7^ - __ __ - - - I M M ^ LJ I.Il . . . e I '& .'* I .*' I %. L I f* I '& I I . . r_1 .4 . .... ' b. / OP. P "r ­ L - . .e I * I .& I`* I I I. . � I .1 I I I I 0. . C - 1\1 . � � !O * I V . .,;. _P�11 / Lonxo W/ E "M 01 130. Cl - - - -, on A f wl.j�o u _� I - I 'I*' I I&' - e - .W ...&. .*. I* - I cz� t b,"11, . it. I, 54? 1 . . -F - - +IV . 49 � . v - - -: ,­ g g -P' . I - rp UL _`� ! . - ;: 4, * I I* T . +IV � % IT I ." . Is .. . . ( CP - 4 �� N , 9 I* I 1W, I*' e. . I .;, NE R 32 6 h T ,::: � . n I . ,\.- 1.0,% I I I T . 1;1. I OI- - 0�1 - CNII e, 11b, - . I '6;0 . . - -,. .. I I. , 1..,. -1 I I �� L I)ellp I "'), I 0" ,§� y 0 I . 17�1 I ____ - - __ - 0, �� I - - . ... I . 7 +,t� b, T I I . (b �q� : � ilt . It +11 1) ,P . '.4 � 1)� ,-; � 1�1 , . . . � - / - ,;b - __ T182 - 1� - I I - 1(0 . �!' . I,; + V -"7 ;k . I I \1 '-\ Z e, , , , b - I ': A. . -1 I. I> TC t-S 111 �* ." * I ,& V" I I , 4-11 * - . - . - - I I! I 4)7 .*. . ;, * I& I . . .-W. q i, .W. . * � � -% .;w C . I t; � � I � ,,, ­ - �' 46, 1 1 1 1 I" .,&.I \,P' . . __ - $ . � 111� I P� ( () +11 I I - _e .- I I* - - - - .%. * I - � N, W. I, . 83 .I. _%iI`%01nnA`- I - I I .vlt. IT I ? * � I - . . � 4'. . I I 111. fEE INLET - . _zP t ft I V - I - .W. ­ - .. Ir �11. - . I 0. �b"' I I .I. I o 13 I A A-f-11 I En ,I 8 I& I. . . t I .4 ,I 414) - __ - ,,� , .*. .,61 . * I * I I .*. bt � 'N\ . i V) _P * I %, " _� - - / I I .*. **' � +` - - I A "I I I. I 10 - IV. I 0, I I *** .W. I I *;6:.: 1IFi * I - It I I *� I `I\ . . I 1< .*. E "A' BOX . I *. . . I '... . _% - . .*. �. . Ll Ll . EL i K-\[: . - - IV. I .1 " . . I - - - I' - -*I -,& - e W. I* -* 11 I . . I . � `%\ . . I I I ., 900. .. I I .* z .*. . --- - I . I a R I ­ P. I .N/fl R-3405 P' I I I I . - ___ \� .`­ __ Irl 151.0 -11-119) .Ien IV ,V .e. .IV Ie "I"',II. ... I -� 1; I I; * .*. . .W., 4 0 � )6.45 P. ., ,:, 1[901.06 . . ...: I I0 I I � ;- ,// I*% ". ; I I �p ,�� " 7 CF1 D1 , � 42 .1 :�L4 :0�_' # . %,.-J-*- I � I I I �, \,. ,,, -I,\ - :�5 - --- - - . 0.4 .., Tv --flin r-"% - . I I . I I I -,;!;- ..F 9 - - . ---%. -5, _0� fxbl h . .,,: I 4 . i& " 1w W - I I 61 1� . *. CO3 * .*. 00 I . n I * . rr j - I -_ . � I . .10. .� . �\ . .. (I 4'. . 6 & 1z" %% 6t, ,iv V I , I U. Z I I, I I& . 4W. - - - - . _r - I _. 'P . . . :� r / � I , I -A �, / � �, I . b ... :1 � 11" -, ro op . . . I I% , i +11 - I I ?, , I �- *�* 4 I ; .;. - . � .. � "-I,I,I. --,, "1`I`I,., �1% I E ­_..w.. I. ...P� �- 140 111 8 pp* PP' , M . i . qq=1 . 42 --t. _n, ?. I I I I -1 . _11N.. \ \ *16 V, _r I *�. , _r - .w. . W .&. .4 . . . . . I F IP V I I �, I . -1 . C� IT I :1, I MM TR I " I . . I . .. � . . .. _P '. :. . 0 � �!_*. . IV. . I 491 I .4)1b. I NIII __ . L'?O' . .1 -, &O * I e. .*. . . .. I I .. N__1 , T , - �b , I IV 1, . 1§1 . .� I � .,.) / vm� . .... - Cal ?I , P, : . lz� _111� . . t�l /I *. ) " I -t= x-_--V-, I A , F. .*. - vo V. I -I-, 899.75 q�' I- L I k � -� - � _Q I .*I . oe. . loro I T " 'O." O� 21 -C, I I . L �r_v_q +(1j%/ I 110STM STI 1. RZ r I I y -�% I �" r; ­.. * ,*. . � �!�, . ,.',,� . - k __ _bt . W�0.1 *. "N' , I I . . I q - - . Ij I& - I ,-A I I I I I I . . . I# I . ,==;Gn� - �2 & - I *, .4 *� , 'M 11 6 2- ! !! INVT894.5B . / 1-9 . _VP 48- MANHO I . ) I . 7tr 4. V. !DR * _11�1 I -16' _zwo =:w - - - � I . -4 1 *. I I "q. I . 001 AA I; ;,. -*-. I - - - - - i .1 ; - - - - - __ w- rw� .,r .0 I Ie LKGEVCX, I \ ,:�\ . . a - I .� .,.- . . . I . . I r__V_ I &...,�. .-, I I . I ... : . " . _ . . . wo - -8i i. 4 ;. - -i# o- z * 7 T, P* � f I I I. I. . . 1* ... ... ; I .. I '. . 'It I .w. .It . I! I . =.. L_. - - I - . . l; I - I - - -1 � �. \ � \ A71 * I .* q - . . . I& I I . I . I . I I . . I I I I I ... I .. ... . : v ro, - t - I .L . :�. .-. I t" I I . f& - . 0. - / I .*� ,:V I - . :0 I .W. It . T I It I 'r . I:*. - - - - . - I I . I I I I * 14 1 I I , . . j t I , TC=9 - 5 1 . . . I I;. *.;. .-. .- . . - - [`�" I * � ;.%".;.I.I I I I * 3 2 INV=89 I * . .*. 14 1 I �=E .;. T . :V I b", *-. - - .0 .huj %f . I I I I I I I -. -., .- . - . -. .-. I _. . - . 7- *, "; I 4, I " �� P 1-1 i F 2 Rp C 22,% � jV. .*. Im : * I V. ._. - - - - - - - \*- .I. -*- I "t I - .,.,. _. - I * * . *. *. I* - t I :0. .*. .W . * * *' * * * - W -0 . I!4 . 1; . "I . . . T . y I . I . I . I I I . , � I. "W'. *,;\* ;. I. �, I -It- I* I I. . . I I I lb . UIL ZER . . lot __ . - - - .e. . , ------- W. I * I *. . ------ It � � � \ \ ;C�l , '!1' � I boicr 1qQ - 5 f I ; 10 - - - I I . I I Ik I 4& I I. I I I. . .. 0100 - - . - __ - , ::�/,/J. - I � *. .*. W I .0. -*- I * . e . .e. I P. C * I 3W. .*. I \ � . I I . -_7 ...... 1�,.% . . I 221EIJ 50 I - I I . I I I. 4 _44. . . . * .. I - __ � - _I.: 11 1"4 . , - I . I L 0 - .0. . D 1! I .,*. I -ft I IV - 4&. .40. . * I III I I,*. .*% Is e), - I I I It . * * I I PI. \ \ rx . . . � � I­II - C tK I. -A IF, * , i ,* �. I tjp, I 0. I * I * 4b I W I # I we -- - , - ,!N. IWO . .*. lz� � I . C fe . . ,:�, . tk * I ,*. .,a I * j& I . 1`6. 14 140' () I I 4 I lo" **"V4 1 .& I 10 I . . . - - , . . [ , .47T " V . . 0 0 , 1� ­ lb .*-" - IF I V - inj -qt� * I Ik .*_ 3.. .;. I 01 III I j I t) U � I --:r- - . L .*. . * . .1�10'4- -.0. - * I �,` I * . .&e�� �, ')�. �- \ - _. 10 1 -4 . I . - .. !. I I* - 41 , III . __ I I I. I *- -*- -*- I * - * . .*. . e. I .,:, . *. I - \ "'IIIIII,. j__ ,�. P�- .-. I .7. . I . . I . -W, I I. - - ei - ,; - 4- - I.. . , I .Ir'. I Iilk.,:, . *. I x I . V. 4 �4 I . �_P. , . I I III "; .4 *1 S-,-E4zWjX'r*,:--4F I. I. , I rl i . I - I 1�e­.-NW., .;. , -ti-_' .I` ."". I I; I I . - I I I . I ;1, . . I I I 1p I . . t1L .. *I I* ..W I e , _F I . ..&. .l; . . .LK 9.77 e! I 4 I ;V I I I . . I I I I I . - - - I* - -*- -IV - + ..W. .*...., ----,% to I *f I ...%'!­. L , I . I 1. .i I I , -;,- �-. . - "',iiIIII % i \ ____­` I �`� - 7 ,-.ML. -4%--..l!-7! . . . I 'O . 4, . .,*. I I 4V . .e. I V I 4 . 4, ,+I Ili- *I . I . . : . 0 D .8( . . I I * I; * * I .4; -_ I, w V * I I . . . I . - . . I( V * 41. * I& 4 .- I . .0 14 .4 ** . M I I I I I .* It ! _� I I . ... * , . . . . I . I . �... * * * !�, - -, - - " t; tK . I . ; . 4 - %'. I - 15 9 0 I I, � It .4-P - I 1. , I ;1 t r" �.* . I �4 I I �� ...... V ... ;,. .*. I I I! It I I; I 1�1 *" I. * ... I ,& I ;,. . I I .P. .,?. .,t,,, 0 V . I% I �0. .�, It .i�;. ". . I I I I . I I I . � I I I I - .�. - --- 41 - " DO * I I I I * * * ...... 't �� * Art **I I I ;1 I ,�, -", `-N --, * I I I ' '0 .;.,.*.;.".,;.* I I I I * I * I I 'it I V� I . I \ \ \ \ " ­-, ­-I.. , %c .­4 I, 7-i'll.r I lit --------- Inv- 0.4 T. V - I&- I I C .... - - IF I� I 10 I , I* 6* I I .1. I I, � R * * I _q -- - - - - - ' F-I - - - - 08� tk I I I I I I . . I P�". I It I; I S - X. I I - Ift * I .*. � . .,*. . It C ? .*.43­0� lrtq. 1-III.I. - - - - - I - IV.00. I* I I I * . .10 - ­ - - I I . I . - 1; I ;1 4; I ,� , *** **7 I. I I . - + %ali _1&1�h_ .b. I" JOI' I -1 . I .1. I 'O �, .j I " - - -, I- - @,I . . . ; fl;k� '_� 43� 1 1 1 0 . . 1��jp. q� :" I ; �� * " '.;.' . " �; 4 OF - , - I - - I A. T I \ I I - .. I I ...;. I �-� q) - - .___. *&-/k %0% r It. .Ire - * - -#. . .0"t * I I __ - - - � - ­ . ­ I I, I - - --- - I 4r.. %,**�' -1", I& ** I ,C) i I I . I - - - --I 14K * t,4 - It - * .*. I 0� .* I :r. . . .49.. It I .-. I W. . - ",;,`I,." . . 1kv. I *. 7 +� .... V I , ! I * I *. I It 40. 11,.I,,, -t.... "I" . I .0, � * I , �-- �. .. I *. - _-_.- I, . e I ) ; I I . I , . .;. I.* q. .� *. ,& .*. I* I It I J& I I 41. e 0i" --..I,, . .,v I ;P,;., .-W. Ii4t4!.- , t I �F- - - - - - - - - - - . It I 9�410' I tx e x I * . 5) ­ , '�o I 1. I I .41'. a - '411 I -*- I W I * I&I .# I - I& . W. I I I ,--, � - -*k I * - *. .*. I %b . * I W. .*-� I *. I 4!,� . .- . 1--I. . . N-%9 ­ I . - I * I -*- I I* ... 6. - W. I* MALA , *10 I *I I* - -*- I* - . I �� *. .*. I W . * I at. .*. '. 10 I * . .10'I I * I * . .*. . 1*4 I * I 4ft I * -N.V. .*. Ift'. * - -*,�& .*. I* . * . .W. .. I �. � IV . , -, I I I .. I - ;- i. 0, -1 ; ---*- I -*- I V .40. .4 . I,; I .4; I . I 4 ... * ... t'. I *. . . I, n" .". -10 . 4.. .1. I r-P _! � . - . - - qP - * + 140-- r - *- . -I&- -.6. .61�.. . .W. I " . lrol� I .0 4 * - * - .*. ... . * 01,; thil .10 .*. I * . :w�-� - I& . --- I,* o I I 1: I .." ... w. . ;". I 4'. . W I q& I I*, IAP - .6 I - -v III - ,&. ,.j�"' ... ... ­_ - r .... ,7j . _40, IV I # I *1 %V -*- - -� '* I * I V- '.. N__1 - 'ON . . I . I . . I . I I I I I I . . . . . . I I I ... . I I I . I I I I . . I ; I I v IF I . - - , - 41k, I .*. .IV . 4 . %, I .*. I W I .�? I& I- I - , I& I .r. .W. . - 4, . . , I w P'. �- - -*- -,O,�39 + I , ,#. 0. - * I .,& . * . .*. LC) .0. .w- . , I I I .,4. . .6 .& *0 * I . I . . � o. I * I *- .#. I, Ira- -. - -%-., -) ____ . - . . I I I I I . * . � ,;F .. 4 ..4 I - - -,&. � .& - - .Ix I - 0 .C;�'- - - '� .*. . "­ `!�_ !' - _* * `AA '. I i% i-4 I %#_* 49,; * .� * I+ * I CP .. I .- � I . I . . . . 11`I`I..I.. _., -. __:; - -0,�� *�'.*� - -- I ;,P,,,-.- -.P..4 1; I .* 4, I* . 711 � I �N � ** I ok 't, - V. -IV - .4. 1, I .,. .,o I I ,W. .*.. .4 I, * I .*. .IV O-P Pol - -w I . I Ir. I P. I r . I It I I ve . ._. I ._. . P'. � 5 - . -;I= -M I W _t� -* I . * . .0 I .0 -1 - , , ;��.-' 41 `e I I I I I;.., 4, , ... I I * . ,&.-t% 1-II.I.. . . I&. I �; ill!'a ,& f. I I . � -t-. * I ___1 _L=C� . !0 ' 4 I, '0 I I I -*- I *. I # - * ,t ,��'K � " 4� -*%-A-* - --*- -*=v=m_*_-=-,*6 r jft I vo . * I * I .6 ,;��,;.:�Pos 1N ;, - .. .,/ - ,& A�� I* . - \, � 4909.354\ I. -x' I ;- " I 7 I :0 " ... I I I . I I * - Ve .4 I ;., Z., I - ii-_� -. . . 6iEft4, . . 1zl;- , ;. I *** * -.0 S,NsI I .I! � .11 . # . %,. .*. .W I I I . . .... , I J C4 *' I .0 I 4b, - I * - . * I -e I I 0. I .*. . .0. I V. . + * _ , �, , �0 I ' ASPH/A_ I -7 AT N I � , , I ;Z' � I ;& I V I I; I ; I *+ * I . I I. � '0 -, 1 I I . � �f 95,.22 1 1 . - I . - ; . I - I ,!-.-.n-. I ,* 4: . � ,!�, " ;% I . , . I . I . I 893.12 ;P I I * --..- - I I .0. . I. - - . W I V I.* ; I; ... ,4, - ;��F� ... - :.0 M - __ - - - - I ..&--&--&.-6­fi_ - . - . - , - -_ -_ , I I I "..� I . .14111= �. *,.Mj - - ^ . I .1 b . .. . . . . . . I . 1 31:���111111.11W - - - - . ____1 . I I I ?. .'? I I . 41 I I . I I * I , - - "_� -3;= - - . --------" i - = - ar.r. � . I . -___ ,�):- ,�, PC uzra. qy - __ K , V __ f W -*%o "_Wt - - - or= W. - - N , (b -, . nV-8 .-v. .w. oft I .10% i . ." q 1; R o- - Z�zpc- , - - _=i:��� . -1) _i� t.7- . I-3- _F . _%`L 1>1 tj _r p $1 ... lip - - . I . :01� +� . . . ..r- - -t- - -t-. -t- t. --, 46, ___­.. ��.o .N.-I 1Y . lk %. 1 . �0- N q.; _� ; . . I INV-892.83 i, 4dj .. J _W - 10 bl- - - . ;� I V . IV , . Cf . ci - - . . �_ t": 12�1 E ' - 11 + � . 1__*1 . + 1. L� � �43 7 . . I . - . . __ I: # . -t. _P __ ELO r) ':?� -r- I^-- . .67 , _--, � __ I - 1894.671 ';P . . I . � -,%'. 01'. .,*,. . *_ - - - 0 0ErO CA 7ED PO�ER POL Q� "-qTnP AOF-An� 'Ir-M e . 896.171 ' _,,'I� I ___­ I ) . '*\ -+e . *. , r , .1 -P' - _F 189 Z___c - - .�-*- - 0. I *. . * * 8 I . .*. . A + I 10, ,,.-- �89 . �67 P P . I IW-892.70 . � 14-Z. . I/ 15T7 1 �, 3*�'e-�-P--Po - I .,. I : ...... - - - - __ - __. . I . . _. I - 0 I . I .,. . w . W. . I -'r . .*. . %, - . . �zp I . - - - - - ­ k6 / 5 * . IV W * 1�.*� I .:*. I :V. . -­� - ­e it�, . I � . I I q �ei . r. 0 *1 1z, '?.'.V.*.4' .;,. .��..w . . . ..*. ..V . . . . - _� - 4P I -,�%*�-%* I I I * I I 'T , I .... 4>v .... lo .;4.. -, - I N ,I. .A, -, "'IIIIII.... _-II. . - - - 0 - L�. v W_. _#_4SV*' ;111_1 , .4'. q.. .� .- 0) - - * - - * - - OP. I* I .0. I I - I I * I I * I .ei I .*!. *. I* I - - �4 kR )� . 1�h 4 e�� .)4 ___, ah. 10. I * I .2 r, .0. .,& .1 I . .* *! . ie. . ;�'. .,&. .,W .2 --- &_ . - - . N ........ I --- . . . . - ........ I - - IF w .4 I W I ­ . --- - -j� - I - . I * I F 1VV%R -x - I - . % . . _..�P.,*. 7P1q--.,. It I I 'ft ��.. q4o ..&. I 'T. I -.. f-.Vvlt�-��IZVA .... ....... . i k - I - I .�..;,� *: 1 *4 1 14: I W . I � % *kj 'AI, -kW&% __L - L). It. .* I ..ft I * . I. 5g�,., P . . __,_ .- i \/ ___.. . A - I .*. I jr. I * .*. . *. . *. .*. .1% . .* I .*. I W. .0 ,& ............ � L .*.'.'* I. !-.I . _. . : I C . . I 1-0. '6. .It I . I *I. .4­.­-#_z..tW .... ,w -IV I -ef . .#. I %,. I * . .,# I -t-W 1z Lr. .10. .,a I I . I .W.. *.. *. . *- I *. I W. .* .-.*.' _ I o �Iyl��, I __ 895.001 "zz, I , I 19". %.AT"..!;- . - . - � I ..o "N�_ I . - - - - -_ - to�4"% I P-0-7-. I ...... "W" .V-rlw*. I 4 - - - - --T - -----, - . I I � Pr- - - .,-) r-�! I ., II: -*_ - I ki 0 I; . . I I I . I I . . ?p I I I I I I 7 Z I ft'. I * I .,# . t"a I d6 I * &.Z�,I.&Id" *.*_&" + - ";"I � � I - - .1 me vl-"- ��� �_ � 1.0) - kr_.., I I , * I * * I I I 115V . - i�l .6.&""A ....� .6-da- .-N�-. I . . . . I I I . I . . . - �', . 17 -) - - ..0 . .0. I ,*. I . ,J6 - ,=� �- 41 I - 1_� ,�Ll' �jx 2<,2DQUCR5nzyVRT I - I'll --- * 10. . .1 A� u. - - - I . I I I . I I A4 I . * ' 13 -? I `4' I �t I I *_Z_A--P --ft- F&I� -#_ w. 6-*_* I W - - - - I . � - :& It I A . A I �*. . :&. . 1, I ;&. I I A - t;-p - -&- I w. I w. .10 I . - V. - VTT *---? .. I I ,A,= I I I I -; ....... & __ - I I I I I * I I 0 I .4. I .0'. I _ . - - :9 I . I . . I . . . . - . . I . 5.1 :1 - �S%M,- _�W.& ;.= --a-L... e a # t� - . $P-.. � -?,--* .1,1t:. , tL- -*-----*-- , 0, I - . I i � 1_.... . N.B9`00'25"E. . .19, #t - __ ,M!..!.... ..ft . I � 11 . -T- . I,- -_ - - . - - - - - - I - - 0�_ - - k'- r'dge ha Eli ,� - X=� - _ FT= X=� . . . === cz== 0=== , 3=== "25x==== - == 9= No== Emm-w= so== ge of Asphalt zz ­ - 89239 q%l ENM= - - I , I zzz= . . I== ww== X=== Ezz= X=== wm== - 42 ____ p _Qf As '10 11.), '01 , . U ----; __ 'INV or I- �� ,==m 410 1 =�= azz= " i�-J== !�P= = e i== .. , - - I _Fg�. - w== I I 3== - - . I . . . . 4 . . - . / . ')P1 - I - - N . -ep", . 11 2L�Efi of _�11#_= A.- . E:=:1zi_xC==W_ - . -"= =_ i�_ lv�__ - .Z', ; �89 C67=6 4 'G 90MM 4MMM , b,- . 2 71 0. b J' - _.s�a ' smz= I . I W^r"= I �\ YM 897 9 South line, ,-;0'5VY14 Sec. 5- TI 7N 31��A` � 896.26 MEG 0 NSTRUCTION VVITS I - . I.C.-897.46 - - � -4.. .012. � ..- .9;z: - - - , - I � 6� __ � . � ammona em� am wmw� - Iq Qw� ew.� .2 � )� L,\ a I I I\(- N39PjxTWjL.LWz�. . e. .- - - - . L _� 4- , . ...419 . 1��- - ---U� � -v - , . ��� - ... I � - � - Ilvm� � . . . . . . 1 A A,-,, ,!�, I . I . . . - * A- I . . . . % . � 4T . _� Inv-894.7 7= z .....-P , 'N, 7--\- - 1A . . .. . A . �p W,,\ . 8-2:4�� 45 . CP . ____ .,.� 9 IN 10, I . 1.1� : � . I ____"` b%, Ot -�, . . . I 0� . . CP1 . . -, _� . . I I -_ _� 7 - - 1� 106th ..-STRE to - ... ' q '9-' t, - . . IV ___ 96 MEG 1�1 1, ' (2;� -_ - - - - _�- . . -50 W (2�t. , � . - , 0)� -Edge of Asphalt , . . P � 1A10 - , 06th STREET ,,\sk . . x2O' CONSIRUCTION . . 1 W_ 1 . , ? - - - -_ ­15., ­_�__ . - 6� Y - - _7�� - .-b �.` ' -of Asphalt- ---V ' , - - - - -, '.... --- .�Zql .11; � - --18? <.-I'-,- . , ,, 1�`I . - - - =St= - � - - ,. __0 . . . I ­­` __� . i -.---.-, - - " - I 1j. . - - - _GtM , ' L_ - -- - __ I - ;F�f ___ . __� . ENTWCE ,?� ! - - - � e- :_BG .- 17G ___ ___ . . . . ._01 �b . - -;p - - ­­� -I eehive Inlet ____ � . � . . - - .-_07 _01poll�, SE Corner, SW14 , 12�1 -Z� .ce _,=Edge . _ - - �0__' -=F - -895- - - '�� - _ _� ` I - I - . . . ___ 9' - � ___ . I . 1_� 1� �F - , . . . . . .,` - .+ - - I's %Z:. ___ Beehive Inlet . _�peed Limit Sign - . _-I- ;:� ?> 01 '' _­` . . . . I -_ -_ . . ----St * � , ==e�� - -0 I . _ - - - _+��_ �.�'6� Lv^-- fo* __. - __� . . . . 1 16 _// , . I __ -1 - I . . . . . A ���0�1���� __ 0 --... . A- I--, 11 �p ��� i T C. - 893A6 - - lk-- . . . \ . . I., -, x3 Beehive Inlet I ___ - - - -­O - - - - - - -,P- - 10 . I 0 . . . . I . . . . . . .;iO ' -------4,-----Lz --, *1 I'll, I Sec. 5- T1 7N-R3E lt - - 1___1 TX,-&94 2-3-- - - 11 - &P . I;p e- Edge of Asph It-tP- 11 lRolled Curb . . . . - I - - I . - le � . ., . . . . 1. 6')� . - C - - - +__ ____ ____ . . . � I &qL. 1-d- . %1\ 1. ,---' Ir _ . . 10. . I-­, I---- . I to I ____ . I .C� . I I . ___� - I --- ... . \ . 01� . I /1" �p . . _e - . . . _-II­ . F� �,�� . li . n� . +(91 \ - . I--- I __� _� P ' . Railrood Spik ' . __11 1% _;;_� . . . . I . . *. _P --- I--- _­I. -I, Street eb' N�0%�#v �II" -_ -R-ollid'. Curb 1-11, . I I . . . . . . I . . . I . . . _q . . 0i . : '*\ I I . Street S' __ - - - -�, . . � . I- . ___� 1_1� . . 110 anhole () , . . _P r - 1§1 . . __-IGA� . . 11 . __� - , I 17 I . I I& . . z . . r . I-b I . . --- _� . . . , ___I? Z)lg . " _7_49 A?, �p It, \ Q� _10 IA Z). W Ill�_ I C1 -P . +0 .- - - , . � I . +e - I . -:> . ____ I . r, I � 11 . U% . 0�1 .. : . N . . po . ­ . � - �L_ - _/ - / f - \ --- - kp q� , ( ,�- - ­,�,- - ' ' 631, be, __1�1_ __�' ___ 6,�� ,. 62\_1_1 f-'9 . . to, . , I U - 895. 81 0 ___� b, . I . - down 0.40' � . . , 7 11�>yn. e- i 0;Y ,aj - I --- - 'A TI 0 Nj �­.� . . 2nl . * ; . - o% -_ , b, I 1\ L.- - - :> ,&-, . I . "� � I ;0I 49 10' V -nNG TMN 14" SAN FORC IN (APPROX. LO , 1-1. - 'i�. - 'V . -1 ,4! � _q -, - ,� I _r, �� . lt:� ez� . I -, - . . i / -1 EXIS - rls�_== ___ f I tk11(b U - e,,�,_ -_ - I - e,i - - "ZION, - -_ ,QCI 1!ii" -\\ - 11�! 4- .,�,_ - cblz- _7��7i- S , - I . ______T_ . . ,��. - ;? � - -91 - - - � - % , .-4_=1;1_ - 7;0�,` OV . - y6e I ; gtL-�, - .- , _-t�v - - � 4y-- ____. S. -_ ' ___1 . I 00 +Pk��, ?_i_�� - N10 , _ - 14�1 - W xL,_0 , �p t., Stop S n. ,:p . 0 ,_�_,�� - ­� I . 12�1 . , _i -=-- M .�)..j . - Conc !te Walk W�1- .V_4!;�j __ �:, -L* ___ Concrete Walk C I . A - - ,?- � \r Co c. - - - - - - ::� - r;�,- - Conc. Walk - -1 I&- - C6nc7WG1K - -I-- IV . � - - , - - 1qi,n1C7 . - =t#q - � __,J, - � \10 I"- - -," I- � i 10 - A :Tn�. I --I -0, I L10 I ­", =4!t - " 1% " 1b, - - - lu - - 711 I - I ,% ,I 11 1. ,I � n . ti ,I " IN - ,I I __ 1% 9 K U . . I -r-a I - .0. - A . A .11 - ,r% __ X==� =777 '. A __ ,v , - 7 - - -- " , k-- - ;;=72 A ==7 . """""" =A I . . I . .. I I r1i -- . .. . . I . . "­Wfr�ugh t-iron"Fence � . . 41 . - A - I --7v--I% . In, --r- I b, F0.1' 'I , I " 'Wrought-Iron Fence . . SW Corner, � � / . F-.u- ft6_____4- A�� - - = - =�r 7_ - . - r __", . . . ;;E_ X + - �1+ "--Wrought- Iron Fe " -? . `-­WrQu`g'h t- iron Fence . I I . L . . . . . . . . . . . . . . P 4���- . . nce . . , . . . . I ",.11� . . . . � . . . . . . I . . . . . . . .. . /. "' . I . . 1K . . e, f � . . . . . . . . , I? r _�4_ . . . . � � . . � ,/ b. a: is.& z . . . Sec. 5- T1 7N-R3E / - � . . . � (n , . 9�10,71 - USE . . . .. . 4� (e* I�K . . ,b ? W - L_ 0 k;1- IV RESIDENTIA... . I I C�u 91j. . . . .. I . . - I Railroad Spike �-,<) AP A A, -,,. . 1P I . RESIDENTTAL USE ' . . . : I X,n: N - . I 1 . . I I : . . I . - . � . �. e� " q " _�r I . . . . . . .,- - S, ! I . .. . - . . � A . . . . � . . . . . . . . . . . . - , + . . - . . . . . . . I V� -C =j " . . . '. . . .. . . . . - � . . . . . / . _P . . �j 1!! . 0 +_ , � I . . . � . . . Found down 0.40' . �, , -V'4tsi. ` . �, - SA I -S 'i- 1, �Z. ZONED - ' 2 � . I . . . . .. . Icy 11 ! . . . . . . I . . . . . . . . . . . . . 2: . I , �P' . . . . . . � . . . . . . � . . . . . . E! -C C� IV b,. . . . I f . I . . . . 11 . . . I .. . . . . . . . . . I =D - := V 0 . . / .� . . . . . 2 . . . i . I . . . . . . . I . . . . I I . ;z (n , V�0. 1 ! . . . . . . I . . . . . . . . . . � 1. � . . I . . I . Z' . I . . . I . . . . I . I . . . i - I . . . . . � . . . I . . i . . . . . .1 . I . , . . . . I . . . . . I . i . . . . . . I . . . . , . . � . I . . I . " . * . . .. . . . . � . i . . . . . . I . I,< . . . . . . ; . . . . I . . . . . . . � . . . . . . I . . . . ! I . . . . . . . . . . . � I . . � . . . � . . . . . i I . . . . z . I I . . . . . . . . . . . . I i . . . . . EROSION CONTROL SPECIFICATIONS: ' . . . . . . . . : . . . . i . I . . I .. . .. . . . � .. . . . . 1. . . I . . I . . I . . . i . . . . . . . I . . . . . . z � . I . . . � . . . . . � . I I . . . . . . . . . . . � i . . � . . . . � . . . . . � I . I . I . . .. I . . I . THIS PLAN IS DESIGNED ,AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVIN' SITE BY WAY OF EROSION. '.' - . I . . . i . . I I . . . . . .. .. . . . I . . I . 1 - I . . . . . . . . � . . . . . . i . . . . . . . . . . . t . . . . . I ... . . . . . . . i . . I . . . � . - I : I . sman . I . . . . . i I I . . CC311 1-800-382 '5544 IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE,- THE CONTRACTOR -AND/OR -OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. . i . . . . . . . . . I . . - � . . . . . . . ELEVATIONS ON THE SITE WERE ESTABLISHED BY GPS AND CALCU . . i . . . . . 11. . �. . I . THE ENGINEER SHALL BE CONSULTED'IN THE'EVENT THIS HAPPENS. . . -1 . . 'STABILIZATION . LATED USING NGS - i . . . . . ! . . . . . . . . . . . .. . . .. � - . I . . i . . 2 WORKING DAYS I . . � . � I ! . . . . . . . . . . . . _a I . . . . . OPUS. A FURTHER CHECK WAS MADE TO WORK PER . . . . . PRACTICE. JAN.-FEB. MAR. APR. MAY JUNE JULY AUG.' SEPT. OCT. NOV. DEC. . ! . I I . I . . I . . i . . . . . . . � .. . . . . � � . .. . . . . . ... . . . . .. . C . . ! . . . . . ' . . . . . BEFORE YOU DIG, . I I . . . . . � . . . . -_ . . . . . . . . I . . I . . � . Noommmew C* � . � . .. . . .. . . . . . . . . . . PERMANENT : A . . N GEOID03, 'NAVD 1988. - INC. JOB . #WO4-81 1. . ' . . . ' ' .' . CONTACT PERSON -FOR 'EROSION % � . . . ' . . ­ *////I/// HURCH WEST OF SHELBORNE ROAD IN WEIHE ENGINEERS, I TERED IN EXCESS OF 15 DAYS. - ' ' SEEDING . . TEMPORARY SEEDING IS TO BE APPLIED'TO ANY GRADED AREA THAT WILL REMAIN UNAL /* - */1/4-> - . . . . . . . . . � . . . � � EROSION . CONTROL .- LEGEND . . � . . . . . . . . � . B-----D- 13-- . . . . . . . . . i I � . . I .. . . -1...I/ . I . U . . . I . . . . . . . . . . . . SEEDING . am=== - - . - -_ .. .. .. . L � . � . . . . . . . . . I i . = . . . . . ING.IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. - - . . . . � : . . , & SEDIMENT -PRACTICES I PERMANENT SEEDI TEMPOM BENCHMARKS . CONTROL - ' . . I . . .. . � . � . �_ . . . . I . . . . . . I . . . . � . .. . . � . . . 0� TBM #1 . - . . . . . . z ENT SEEDING; .. � . . . .. ; . I . . . i. � . . . . . . .. . . . . I . . � � I . . . . . . . � . . . TEMPORARY . C. ffi� D to . . . . . - . . i SEE SOIL. PROTECTION CHART - . . .. . . WEIHE ENGINEERS, INC.- - - - - . I . . .. . . . . .. . I . . ) . I I � . PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND-WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. � . . . . -SEEDING . . . E *////I////* -0 . MAG NAIL SET 1 FOOT UP IN POWER POLE #IPLCTC B 697, LOCATED 15 FEET - - . I i . . . . . . . 1. I . . � . . .. . .. . . . . . . . - -_ i . . . I � . . . . I . . I . . . . .. . . . ; .. . . . . . . I ' . . 1. . . . I I I . . . 14 . � . . . .� . - .. WEST OF THE CENTERLINE OF- SHELBORNE ROAD AND 140 FEET NORTH OF THE .�_. . 10505,N. COLLEGE AVE' . . . . . . . . . . I i I . # . . . I . . . . . . . . � . * &� . . .. � . INLET. PROTECTION . . - ' . . . . . . . . .. F **-*/////I///// W" . CENTERLINE..OF THE EAST ENTRANCE TO THE FIRE STATION. . . . I 1 .. . . . .. � . . 0 . . - � . - . I . . . . SODDING . . 0 . . � . . . . INDIANAPOLIS, IN �- 46268 i � . � . . I . . . . n . ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED 'PRIOR TO -THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED . . 1:1 I . . . . . I . � . . TO SERVICE. . . � . . . .. . . . . . . . C> . . . ELEVATION. -'900.33 (NAVD 1988) . 1. . . � . . I.- ' . . . .. .. � - . .. I . � . . . . I . . . . . . . I . . . . . . . . . . ' . . .. . I . . . I 'I SILT FENCE TELEPHONE: (317) 846-'�6611 ' - - . . * . ' . . . . . MULCHING G I . . . Cc' f . . . . . . � I . . . . ,-JT- . . . .. . . . . . 'ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED'TO CONTINUE THEIR EFFECTIVENESS. - .. . . . moommimon� __ __ __ - - �. . TB M #2 - . . . . . i I . . . - . . . . . : . . . . . .. . . . . - - - --- = I . . . . 01 . . . I . . 1. . . . ..I . .1 . I .. . . I . . . I - . . - . . . I . . . . '. . I FAX: (317)-843-0546 . . . . . . ... I .. . . . .. . . I . I �. . . . � I . - - 1. . .. . -3: . . . . I ! . . . - I . . I � . . I . ET . . . i .. . 1. . . . I I . . . . I . . . . . I . I . . . , . . . . . . . . . . . ; . I I . . I . I I. I � . . . . . . � I . . 4 . . . . - CREEPING - RED FESCUE 40 LBS/ACRE; - : ' - NORTH OF THE CENTERLINE OF 106TH STREET ACROSS FROM THE ENTRANCE TO . . CONTACT PERSON: JAMES K SHINNEMAN ; - . . A.= KBMCKY BLUEGRASS 40 LBS/ACRE, MAG NAIL SET 1 FOOT UP IN � POWER POLE #24 IPL 129 - . . _V . IF GRADING OCCURS DURING THE MONTHS OF*DECEMBER, JANUAR' NT SEEDING PROCEDURES SHALL BE USED. ' ' . . PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. - . I i . I . . . . . . a. . . . . . . . . . . i . . . . . . I .. . . � . . : I . I . . . � I . . . . `­ . . . . . . . . B = KENTUCKY BLUEGRASS 60 LIBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; . HUNTERS FIELD SUBDIVISION. ; . . . . . . .. .� . . .. . I � I . . . . . . . I U*. . . . . . . . . . i . I . . . . . . . I . . . I . . . . , . - I . I . . . . . ' - - . . . . . PLUS 2 TONS STRAW MULCH/ACRE RASS 30 LBS/ACRE. . ELEVATION - 898.64 (NAVD 1988) . . .1 I . i . . . . I � . .. . . . . .. . ., . . �. I . . . . . . I I DURING DRY WEATHER, KEEP LAWNS -WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED. ANY AREAS NOT GERMINATING' OR �. ' . . � . . - I I t . . . . . . . . � � . . .� . . . (0, . . . i . . . (D ' . . . . . . . . C = SPRING OATS 3 BUSHEL/ACRE - . . . . . I . . . .. . 1 . � . . . .. I . . . . . . . . . . . . . . . . . . . .. . . . . . . I . . .. . v- . . � I I q . . . . . . . . . . . . I . . . I I � . . . .. . . . . . . . . '. . - � i . I . I . � I . . . . .. . � . . . . . 0 .. DAMAGED AT INTERVALS AS MAY-BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION A-CTIVITY.-' WATER GRASS,AND D'=. WHEAT OR RYE 2 BUSHEL/ACRE. ' ' . I . . . i . . . I . . . I . . . . . , . . . . . . . . : ' W . . . . . I - - . . . I . I I . . . .. . . . ' . . . . . .1 . . . i . . . . 0 . . . . - . . � . . . . . . . . EXECUTE NECESSARY WEEDING UNTIL FULL.STAND OF GRASS.HAS BEEN OBTAINED. I . . . . . . . E = ANNUAL RYEGRASS .40 LBS/ACRE. (1-LB/1000 SQ. FT.) . . . . . I EROSION ."CONTROL BLANKEr . - .. . . . I I WARNING .' . '. - -'� . ' ' . . . . . 'I y 9.9 . . . . . . . .. .. . . ­ . ­ . . . . . . , �� . . . . I .. . . 1. 1. I . . . I . � . . . . ____ . . . . . . . .� . I . . 0 1 - - - . . . . . '. . - i I ' ' . . . . . . . � - ca. . . - . � . . . . . . I i . . . . � . . . .. . . . . . ' C .. . . - - . . . .. G = STRAW MU . . . I . . ,�.. . . . ... . .. � I I . 1. . , . . . . . THIS PLAN ' TO BE *. U ' SED. FOR -:EROSION . . . . ­ .. . . .IT5S THE - -LA W � . . THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR- OWNER. . . . . . . . I 1 . . ' .. . � � . . INDIANA UNDERGROUND PROTECTION SEFMCE, INC. . I 0 ; ; . . . . . . ; i . . . . . I � . . � . . . . . . . � . . I . . I � . . . . . . 0 E . */I/* IRRIGATION NEEDED DURING JUNE� JULY,�AND/OR SEPTEMBER. I . CONTROL'P � . . . � 1-11, a- I � . *1 IRRIGATION NEEDED FOR 2 TO 3 WEEKS AUER APPLYING SOD. . . ' . .. 11 - : . . . .. URPOSES ONLY. - � - - .. . . I . . . . . . cr (N . . . . . .� . . . . . I I " PVC TUBE WITH. . . . . . . . � CN . 01 I - .. - - . I . z . . . . .. . . C I. - . . . EROSION CONTROL NOTES- 1. I . i . . . . . ADDITIONAL EROSION CONTROL. ....' '' . . . .. . . . . ' W Ir- - . 0 IT SHALL BE THE CONTRACTORIS AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMEN .. . . I ­ . i i . I . . .� . . . � . .. � . . .. . 4 I . . . . . I-' I �. TATION (FROM ON-SITE CONSTRUCTION ACTIVITIES)- - -' . . . . . . i i . . . � . . . I . ... . .. I . . . . CAUTIONH . . i i . . . . . . . � � to I . . * : I CONSTRUCTION SIGN TO. CONTAIN . .. . MEASURES. MAY- BE - REQUIRED -IN THE . . . . . . . - I . I I I . . I co . . . 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT ' I i . . . . . . � . ... . IF- FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5'r (327 IAC - .- - .. . . BUILDING PAD AND - 1 . I THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 'ON � . . - . . I A . � I ) .. ­ . . . .. . . i f - . I . .1 . . . t � . . .. . I . . . 0 �0 - - - I . . . .. . . LANDSCAPE BEDS, SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCA' . � i TION DRAWINGS . FIELD BY THE INSPECTOR. . .. I . IDENCE (INCLUDING - . I . . . . . . . . I . ­ I . .. . . . .. W 0 15-5,. CONSTRUCTION ACTIVITY NTROL). IT TRACTORS AND/OR OWNER'S RESPONSIBILITY SEASONAL. SOIL ' I . . AND PERMITS FOR INSPECTORS. I . . P CD 0 . PE BEDS, . . " . . . .. . I .. . .. 1 i . .- . . . . . . . . . I I i . . � I I . . - . . . . . I . : . . . . . . . ­ . BUT'NOT LIMITED T09 MANHOLES, INLETS, VALVES, AND MARKS.MADE '-- . � . ; � . . . . . . . _:�: TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT ' F INTENT LETTER TO THE OFFICE . . . . � . .. . i ! . � . I .. . . . ,-"It ,,�'p * PROTECTION CHART - I 11( � . (D 0 . . . . - . . . . I .t . ... ' .. . . . . . . . . .. . .. . . . .. . ­ . UPON THE GROUND 'BY OTHER) AND ARE SPECULATIVE IN NATURE. . . I ' . 1 - . . . . . . . I .. . . . . . . . . %� I TEMPORARY RIP-RAP ROCK CHECK DAM '. * . . . . I i Q) OF WATER MANAGEMENT, INDIANA DTM T PRIOR TO ANY CONSTRUCTION ACTIVITY.. ' . . 2. .INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES ADJACENT TO CONSTRUCTION, . f i . . - . . THERE MAY 'ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR 01 a .� 0 = .. . . . � . . . . . . . . . . . . . . . I C .." a - � . . . i ) . . . . . . . CN.0 -5 0 � . . . . . . . . . . . . . . . I I I . . . . . .. . .. ! i I � . . . I . � � * . 1_*1 6 -.:) I. * I . � . . . . I i . . . . . . :, . WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO' . I . . i . I .. I ' . � . . . i i . . . . . . . . . . . . . . . . . ± ,0 >_ FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION ' CHART IN THESE PLANS. . . . . I j . . . . I . � L� . ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 . I . . . i: I . . . . . I � ... . I � . . I . . . � . � . I. LTJ L11 M . . � I . 3. TH ER E SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN TH E STREET. . SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE- z > . . . . . . . . �. . 1 I . . . . . . . 0 1 . .. i ; . . . . . . . . I . . I i . � . . .1 I . I . )) - . I . 2 �*- _�- W . . . . . . � . . f i . . . . . . . . I . . . . . .. � � . . . . I . . . . . . 1 1 . . . . . I . ­. . - - .. . i . - i) *'*I- 1:: . i . : . . . I _ 50 . : CONTR�ACTOR PRIOR TO .ANY AND ALL CONSTRUCTION . 1< 0. Uj . . . . . . . . .. . ) . I . . . 0 >_ �- 0 . . . I . . .. . . . . . . .. . . . 1 ; . : . . . . .. . . . . if � . I . : i I I � . . . 0 . - . . . . I I . . . . . . . . . - . . . - I . . . "HOLEY MOLEY _J:� A -i = - - - - -.-- ____ - - ... . . . . . . . I � ? � . . . I � . M f*1_ _� - ___ __ - - . .. . . . .. .. . . .. . i I � I . . . . I . - . . , . ? . . � I I . . I . I . . - .__ __ ___ - . ., . . I 1 1 . � I . . ' 1 1-800-382-5544 . . � . . I -_ - . 10 . .. ___ __ __ � . I ; . . . . . ' ' - ' I . . . . __ - I I i . . � . - - � - I __ v - - . . ___ � . � . : � . - � - . -_ - - .. . . 9 *. . . . . I . 8 . I . . . . . .. �_ ___ �_ - ___ - . . . . . I . ... . I ", .. � .0 .25 , -50. . .100 . . E - - - - . . I . . . 7 . . . . . . . . . . i I . . 6 . I - - __ . . . i . - -_ . . I . . . . . . . . . . . I . . . . . .. . - . , . . I . . . � i 1. . . . - . . . .. I . I . . i . 4 . . .. ___,�, I . ! . . . . . . � . . . . . . . i � . 3 1 . . . . . ; t . . . . .. : I � . . . I . . I . � . � 5 i _F - . . . . . ­ . . . . . � . . . .. . I I . . . . I I : .. . v . - . .. --__,-.,__..._-- . . . . I . . . . . . I ; . I . . . � 2 - . - I . ____ ­­ ____ , . __ . I I . . . I . . . .. . . . . . . .. I I . . . . . - i . .. . I . � � I . . I � . 1. . --I . ____ ._ I . . I . . . . . . . . . . . I . I ; . . I . . � . . . . I . --.-------,--. . . . . . . . . I i . .� . . . . . . . . . -.----- - I I . . , . . . 4 1 . . � . . . . . . - I . 0 V-4 \0 00 rA . � . T__4 ICT 0. . 1­4 � � * I \0 kn MT � 6 U . \0 0 \0 - U � \6 Cfi C� W r qqo V kn E-4 . I 00 00 NT 0-4 r 1 7­4 T-4 0, U M M 00 Ix , � . x .4104 , . W .A-- CA A., . . . . .< . I U r4 , :1� W_ 4� �41 M V__ . E-04 . Q . I z - W .< - . . W . . 13.4 lo-4 .9 - � - . a - I � r . - rA . . rA 9 . . . �.4 0 i . . .., P>4 - . I W . I I . , 0% . . . V�____) �) 0 . . rA . 00 . I N_ _. Q 1400 .. >'4 . 94 T .<q -n� P� .< , .. �4 � . � . I . T I I 1:4 . . 0% . F I U rA , '�' * . � 0. . . . . z . . . W " tn . )-4 C:) . lin I 10-4 . 0 . - I . P>' "_4 U . . . I r=F_1 . . . . . . . I-, ... . . . %&.- . . . . . C71 . . , �:: .. -0 _0 I. I I -c� >4 E E -- . . CD . - LO - - >4 � zLo 6j "o- I I M 0 ,- C) - >_1 - 0 . E. C� ::� q- M U CQ _T 1:� En N < I W -z: . � , - _y, r-� - U co z W ­__ . . W 0 %IhIj z x C\j Lo .. I " �:: 0, - W 0 t, ­< . I i4 CD I. C�� Vj E E- 0 'I- C4 I.- to ;.T4 W 0� co 111: _< . . a4 W C) V_� Q - U Q . . . . . . . >_ . . M . . . .. � . . . W . . . . E- . . 1:4 . . M Q) - co I W . . I'D . . ! U) . . . . U) I . I 0­1 . . M , . . z . . !:� . . . M . . . :�,� . 0 . 0­4 ca I > . . . . . . W , . � . - cr. I , � . . . . . . . . . . . I L\\\ V '\% 1// xN. �, S HIA14� I/ ,\NN �;�D ....... , _W�� _N ro... % 10;e . * I . -z" , �:-- I I;0, $! -.-�..-.--,��- -11 461-1. I'k `�� , I`%. . , ." -0 "Ift . 1. ..., . : I. IIIII --. . NO41 I . .I-- . :: I . : - ..I0 1-: = .-- I . . -ft. .PW .. . -ft. ,ft%. .'::� ­0 `- STATE 0 F I. : ,Q.- """ :�- - . . P, %. J-44 4" 0 C/I* /" - ..��PIAW` -"* "e Z ...... "', � F ,-,%,�; - - . 4� - 0 k\j N r// W070 ' / ` I / NA L V \'%'\\ - - . . . .*,////'//0i I lilt"%.\ .. I . . . . . .S K. SBINNEMAN P.E. 10200392 . � � I . : . . . I � . . I . . U . . , I . . . . . . . . . U. : . . I. � . . . . . . . I . . . . .. . . . . . . . . U . � N . CYD - . I . . � . I . >� - - Q) - r,0 . - - . - . I - - -, . . . I 0 -.. llz�_ - 7� Z . . . . . - - . . ,::� . . , . c) . �.-4 P-4 " . - . . I C� . . , > - . z , , . , � . . Fm,wq I � . I . . . � 1-� . 41% 6_.ZI C P..W014 F__q R - - - 0 I 3 . . It3 4 Jlz . . . (D Eq . . . � . z � 1-; I ,� . . . Z! . . ;:3 I . . . . . . . Q� . - . Z� . 9t * tC2 9 . -6.6 . I , -0 9 I , " &_� $::Lmq . ��7 . tc; - - - . � . . � . C4 =�) - - �q . . c . �-� E-4 - � ��3 E2 . . vlzr) , . 1 >..4 C/). .. �D' ��4 ri z7; . . Z-� . � C1,3 mnmmmm� . 4 [ � . -C� �� C - . ; Q4 ! I : . : : . : ii�� � ; ; . . � I . . _+..z �z .. Q�) P-4 9�4 IV- E . . . . . . �. : � � � 1.176i. . 19 . . . . 6� - EMW,4 N__... . E_-1 C/)T . Q . .'..3 OI4 Q . Q) . . "is. . . 0 4. , . , �� . . . . .. . . . I : �� - � ler- . : C:� . rTZI . C4. . .0 _t:4 C1, � . Q) . (z) , C �!tz . q ca . . _� . '.. : '14- . . Q� C3_ 0 0 cz� . Di 0. . L.0 . . CrD . F...4 C/ ) 4II& - . ti - . C1. 0 , SHEET - NO. - . I . . - . � . . . �� � . . . . . . . . . .. . PROJECT NO. - . . . � . . . . . wO6.0166 . 0) 4 0 U to 0 0 C 0 U d Cn N � N C N r c0 i 0 0 0 0 0 N �M m 0 O � NO C >,0 .o � C� ia�>_ Zw wm O� �Uj ��� J : T (1.. C_ ,,y 0) c Ell VICINITY MAP E SOILS MAP "'. '4%Z PROJECT. LOCATION .t -NOTE-, . THIS PLAN INDICATES EROSION" CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND - PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR, DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. RIP --RAP SEI _ E PLANS , ��1 78" MIN. SIDE RIP -RAP OUTLET EROSION CONTROL (NO SCALE) RLmOFF RUNOFF RGN0FF GRAVELBAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND PETER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF NULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW U BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. I MAINTENANCE: t. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. 1 "X2° HARDWOOD CROSSBRACING 2 "X2 "X36" HARDWOOD � CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' 0. C. STRUCTURE WOOD LATH AT -EACH STAKE OVER FABRIC 36" WIDE NONWOVEN POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: t. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2, IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 113 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE'. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE* INLET PROTECTION- DETAIL (NOT TO SCALE) 3 2 t 2 W 2, W z 2 z 1 '- 1 0 Z. J 1 W 1 CL 0 i lie .1 . * .. _� 1. - WARNING- - . THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES - ONLY. . 7 SOILS-TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION* MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. ' - DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED. ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE. AND HIGH POTENTIAL FROST ACTION.. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION, THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CrA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, NIGH POTENTIAL FROST ACTION; AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH. BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE �AATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. GENERAL STAPLE RECOMMENDATIONS . . STAPLE PATTERNS APPLY To ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. . STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL• AT SLOFE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS STAPLE PATTERN "C" SHOULD . I BE UTILIZED. „^ . CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. 3' SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, . THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. . 3' . . t A . x 2' . I 4• 4' X 1 STAPLE PER SQ. YD. . 4:1 3:1 2:1 1:1 CHANNEL 3 SLOPE GRADIENT LINING � , 3• a' x x ADDITIONAL STAPLES AS REQUIRED C . b' x x 1.5' 3' . 1.5' ® ® . x 2 STAPLE PER SQ. YD. x . 0 X ® B x x . CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WiTH ADDITIONAL STAPLES ON SIDE SLOPES. ' . EROSION CONTROL BLANKET STAPLE PATTERN ' I . (NO SCALE) 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE • BLACK LETTER 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3 "0"x8' 11 -1 I I_ lull= 3' I' I ' IU I' CONCRETE WASHOUT SIGN NOT TO SCALE 12" FILTREXX FILTER SOCK (WWW.FILTREXX.COM) BERM STAKE (TYP.) rTION . LINE . 10 MiL. PLASTIC LINING TO EXTEND TO FILTREXX = 1LTER SOCK LATH &FLAGGING ON PLAN . - . ALL SIDES . 10 MIL. PLASTIC LINING STAKE. (TYP.) - "__� 12" FILTREXX FILTER SOCK ,, ,, 4- �_i II_ - - SECTION -111 BERM NOTES: . * . 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN, 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. . 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT. FACILITY. . 1. CONCRETE. WASHOUT. . TYPE "BELOW GRADE" NOT TO SCALE io I 9 . . I INDOT SIDE SLOPES AT FACE OF DAM REVETME 2:1 OR FLATTER RIP RAP MIN. 18" MAX 2' \ 9" 0-0 � \ . o0 i \ \ / ./ / 11\ �\ \ . \\ /\ / \� . % TEMP.'' ROCK CHECK DAM . NOTE: (NO SCALE) 1.EXTEND ROCK AT LEAST 18" BEYOND THE CHANNEL BANKS. 2.SPACE CHECK DAMS SO THAT THE TOE OF UPSTREAM DAM IS THE SAME ELEVATION AS TOP OF THE DOWNSTREAM DAM. 3.STABLIZE CHANNEL ABOVE THE'.UPPERMOST DAM AND BELOW THE LOWERMOST DAM FOR A DISTANCE OF 6'. � ►' 6 .- #2 STONE �.i��i��i��i��i��i i�� %�i��' %�r r���i'xr��i��i `�i��l��i��i��i��i�����l/'Ir N i��i� �����i��,�� y' ��` ����\ \��\��������� >���\�'i����i��!�� :!i.� /%i�!� FILTER FABRIC SMOOTH FOUNDATION . UNDER FILTER FABRIC CONSTRUCTION ENTRANCE TO BE A TEMPORARY ACCESS PATH (NO SCALE MAINTENANCE: . 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT 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. . POST 4" DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. . SPACING WIRE FENCE 14 GAGE (MIN) -6" MESH SPACING (MAX) FASTENED BY 1 " WIRE STAPLES, TIE WIRES, OR- HOG . RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR . WIRE TO FENCE 4 "X4" TRENCH TO BE . BACKFILLED AND COMPACTED . i�� ►e) in . . DOWN- . . UPSLOPE SLOPE =1 I l- I I- ="I I 1=1 f 1 =1 I =111li r �_iTi -I I i I_, _ -I - I i I 1- ' I =f l l =mEl l 1_ i C i I -1 i 1 -I I I -� Ill: ' 11 =111 -11 I --1 .I 11111.1 1111= . .111 --1 �.. j =1 . . -1II�III -Ili SILT . FENC E SECT ION 8 I 7 (NO SCALE) 1 . . 312 LAC 16 -5 -23 Spill reportin Y ° '� 04 C� I 9 i . . I A2 )1 "x17" PLAT - (REDUCTION OF EROSION CONTROL PLAN TO BE SUBMI t C RE5EONSE - --� _ . . � . � o TTED WIT C -� • H FULL SIZE PLAN) S Authority: IC 14 -37 -3 �p �'' A3 PROJECT. NARRATIVE - THIS IS A PROPOSED CHURCH BUILDING AND PARKING LOT DEV LOPM EMERGENCY RESPONSE TO ANY LIFE THREATENING PROBLEM • NT ENT ON 911 Affected. IC 14 -37 � O � U . . . APPROXIMATELY 20.05 ACRES. THE CONSTRUCTION SHALL CONSIST OF ONE BUILDING AND SPHALT PA K `o M cv W R LNG WITH TWO CARMEL FiRE DEPARTMENT I 4T d' tn - E-+ ENTRY DRIVES. 911 Section 23 00 OD �` A4 VICINITY MAP - SEE. TOP LEFT OF FOLLOWING. SHE i (a) An owner or operator shall report all spills of ol! or saltwater as required b Table No, 1 below: f y � .-� A5 � LEGAL DESCRIPTION --.SEE LOWER RIGHT CORNER OF EROSION CONTROL PLAN. - CARMEL POLICE DEPARTMENT O (� . I 911 M M 00 39 5fi 29 N LONG. 86 13 18 W 1 TABLE 1 . - P4 A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS -SEE EROSION CONTROLS PLAN INDIANA DEPARTMENT OF NATURAL RESOURCES 812- 477 -8773 SPILL REPORTING REQUIREMENTS r< W A7 HYDROLOGIC UNIT CODE (14 DIG I . . DIGIT) - 05120201090070 .I � � . INDIANA. DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317 -233 -7745 IN Dept. of IN .Dept. of A-� AB NOTATION OF ANY STATE - OR FEDERAL WATER QUALITY PERMITS -NOT APPLICABLE • - ; . . Size and Locat,on of the Spill Natural Resour�RS Env. Manaa� ent A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE SEE EROSION CONTROLS PLAN - U A10 LOCATION AND _NAME OF SOS, LAKES AND WATER COURSES ON AND ADJACENT TO' SITE - NOT APPLICABLE HAMILTON COUNTY SURVEYOR'S OFFICE 317 -77fi -8495 More than 2000 gallons of 'oil 1 g oil or salt- . Not more than 48 hrs 0 (•L� A11. IDENTIFICATION OF ALL RECEIVING WATERS - ONSITE PONDS AND EVENTUALLLY CROOKED CREEK. .. .. .. � .. water that - is contained in .a seconds - Q ry after discovery of spill E--� p Al2 . IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE PONDS Containment structure a roved b the I PP . y Dept. of Natural Resources 13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLUOUWAT FRINGES - NOT APPLICABLE I . Ai 4 PRE - CONSTRUCTION AND PAST- CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR - Q 10 re = 5.01 cf . . I '� Q10post - 3.68cfs P s More than 1000 allons of oil - 9 or. salt Not more than 2 hours A-� water that is not contained in a secondary after discovery, A15 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED -SEE EROSION CONTROL PLAN MATE I cove of 'Spill S I C UNG () SP containment structure ap roved b the rY. P • A16 CONSTRUCTION LIMITS SEE EROSION CONTROL PLAN 1 P4 . P EV 0 P y A17 IDENTIFICATION OF EXISTING VEGETATIVE COYER GRASS SECTION 2 . . . .. Dept. . .Natural Resources . Material Handling and Spill Prevention Plan: ►� O Less than 1000 gallons- but more than r� SOILS MAP W SOIL DESCRIPTIONS AND LIMITATIONS SEE TOP LEFT I In order to 9 4 minimize the release of potential pollutants during construction the 2 Not more than 48 hours W A19 LOCATIONS; SIZE dt DIMENSIONS OF PROPOSED STORMWA - I 9 Contractors shall. gallons s of oil .or saltwater that is not after the spit! ' W TER SYSTEMS SEE EROSION CONTROL PLAN. implement this material handling and spill prevention Ian. The � 0 PLANS FOR _OFF -SITE CONSTRUCTION ACTIVITIES - .SEE CONSTRUCTION SET, SHEET C105a. � � with al! P . P p Contractor shall review this plan contained in a secondary containment subcontractors and require that they implement the plan as well. structure approved by the Dept. of �4 A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS SEA EROSION CONTROL P p - �N• Natural Resources. but is contained within W _F:) SILT FENCES WILL BE PLACED A MINIMUM OF 5 FEET FROM THE PERIMETER OF ANY SOIL STOCKPILE AND OR V1 / 1. Construction Equipment the boundary of the facilit . Y o0 BORROW DISPOSAL AREAS ` 1 a. Fueling, lubrication and fluids: All o era i A22 EXISTING SITE TOPOGRAPHY -SEE EROSI S p tons involving the addition of fluids to equipment N Q ON CONTROL PLAN should be' done in one location, as designated by the general contractor, _ or develo a More than 55 gallons of oil that is not Not m r W 4T • o e than 2 hours A23 PROPOSED FINAL TOPOGRAPHY -- SEE EROSION CONTROL PLAN that spills are limited to one lac p r /owner, so contained .within the bounds of the ►%� ,t� -Z ,t� location on the site, which will facilitate the cleanu of s ills. If boundary after discovery of s ill - P P facility. p W SECTION 8 -' STOR�WATER POLLUTION PREVENTIN an onsite- fueling tank is planned to . be on site, it shall be double wall PLAN - CONSTRUCTION ed and stored in this _ ... . . . W Z designed area. 'This location is an area that will not allow spilled fluids to mi rate into PHASE 1 g Less than 55 gallons g of oil or salt- Not more than 48 hours . subsurface soils. In the 'event of a spill, the fluid shall immediately, be cleaned up by rem water that is not contained W B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL. POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH 9 within after the discovery of the contaminated soil or stone, which shall be disposed of in an acceptable manner... Spills on the boundary of a facility �"� E-+ � . Y the spill 0 _ AS ASPHALT FROM PAVING; CONCRETE FRAM CURBING, SIDEWALKS, AND DUMPSTER PAD; OIL GREASE ANTIFREE hard surfaces shall be snake � � �� � � � � _ � W ZE, d up by an acceptable material such as Oil Dry .and the absorbent W GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AN ;PESTICIDES FROM 'posed of in a proper rn O material disposed p p manner. The spill shall also be reported immediately to the. Any spill of oil or saltwater that (.I"� DSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINAN�fS FROM ENTERING THE Contractor's Su erintenden . enters waters Not more than 2 hours U H - p t ters of the State. W Z STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEM AND REDUCE POTENTIAL . ; after discovery of spill. z b. Equipment repair, especially when fluids must be removed from the e equipment or. the . . . . . . l`__1i_1 0 BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING iN THE STORM SYSTEM: I - • . � . � .Any spill ' of oil or saltwater: possibility of fluid spills is high, should always be done offsite at a facility that is more su :table Not more than 2 hours � a B2 . SEQUENCE DESCRIBING STORMWATER- QUALITY MEASURE IMPLEMENTATION RELATIVE TO D DISTURBING y (1) that 'as * not . been cleaned u Z . . than a construction site to handle spills. When equipment must be- repaired onsite it should be . P after discovery of Spill. '� ACTIVITIES - in .accordance with section 24 P W I moved to the maintenance and fueling area if, possible. Otherwise, suitable on site: containers Z 1. APRE- CONSTRUCTION MEETING WITH. THE HAMILTON CO. SURVEYOR'S OFFICE WILL BE SC EDUL should be laced under the equipment of this rule; or . H >� I ED 48 HRS sho p• qu Pment during repair to catch any spilled fluids and these fluids (2) for which cleanu has no BEFORE OPENING SITE. p t been ^ -- O uld be disposed of in a proper manner, started in accordance 2. BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED' R00 ce with T ZONES. c. All reusable fluid containers, such as gasoline cans, shall be inspected for leaks each time Section. 24 of this rule. O . 3. CONSTRUCTION .ENTRANCE - STRIP TOPSOIL. AND PLACE -STONE AT ACCESS POINT ALONG 106th STREET. they are used. If leaks are found the . .-4 U fluid shall be removed from the container in o proper 4. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING. manner and the container dis os p ed of in an acceptable manner. Empty disposable container, Any spill of'-less than 42 gallons of No report required. 5. COMPLETE ALL DEMOLITION WORK; .INCLUDING EXISTING SHOWROOM AND ASPHALT .A AREAS IOR SERVICE BUILDING. such as grease tubes and lubricating oil and brake fluid containers, and their packaging, shall " . oil or .saltwater that does not enter . EARTHWORK - STRIP TOPSOIL, BEGIN - ROUGH GRADING . AND PREPARE. BUILDING PAD AND ROUGH GRADE. be disposed of in a proper manner and shat! not be left on the 'ground waters of the State. g rid or in the open on the ESTABLISH STONE ENTRANCE AND STAGING AREA. START BUILDING CONSTRUCTION, FINISH GRADE AND SEED BASINS construction site. . . SLOPES, SWALES AND MOUNDS. TEMPORARY SEED ALL DISTURBED AREAS AND ANY. AREAS LEFT UNDISTURBED FOR 2. Construction Materials and their Pocks in (b) Spills required b Table 1 to be re art � `n 9 9 Y p ed to the Indiana Department of Natural Resources must be reported . to the 15 DAYS OR LONGER. a. Erosion control measure shown on the Evansville Field Office b : subject protect shall be implemented prior to and y telephone at (812)- 477 - 8773,. or by facsimile at (812)- 477 -8952. a � , , (3 E a 7. SANITARY SEWER'- INSTALL SANITARY SEWER LATERALS AND APPURTENANCES. during construction in the ro c Sill m p per sequencing to minimize soil erosion. Erosion controls shall be () p s required by Table 1 to be reported to the Indiana Department of Environmental Maria ement must z •- ° ra - o g be reported E., o .� 0' CQ P Q .STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS ARE COMPLETED. inspected and maintained as described elsewhere on the Ian to ' the Office of Environmental - w p s. Excessive dusting .of soil on .the Response at (317} 233 -7745 or (888)- 233 -7745 (toll free in Indiana). o � z i z � w •� N 9. UTILITIES - COORDINATE INSTALLATION OF WATER, GAS, TELEPHONE, ELECTRIC AND OTHER; REQUIRED UTILITY LINES. y (d) Each report of a s ill must inclu w o x site shall be minimized b reducing . construction traffic across bore soil durin d and or. wind P : de all of the following information. " 3 � ►-� L rw co 9 rY / y o c5. cn X w F o 10. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE BALL AREAS DISTURBED weather, and by applying water or other acce tabled 1. The name, .address, and . tele hone num I o 21 BY UTILITY INSTALLATIONS 'AND RESEED. p ust control measures to the soil. Upon P bet of the person making the report. a q Q Q Q q. . { completion of construction and suitable establishment of ermanent v 2. The name, address, and telephone number of a contact person, if ' p egetation, temporary erosion 3. The location of . the s ill, includin lease P different than the person making the report. i 1. FINISH GRADING .AND PERMANENT EROSION CONTROL - FiNiSH GRADE AND . PERMANENTL SEED ALL PROPERTY P name townshi control measures such as silt fence, check dams and inlet protection devices shall. be removed g p, range and section, PERIMETER AREAS. in a manner to minimize additional land disturbance. A 4. The time of the spill. ny areas disturbed by these operations 5. The identification of the substance spilled. -Co 12. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR PARKING FIELD ROADWAYS CURBS shall be proper! reve dtated. . . AND Y 9 6. The approximate quantity of the . substance that has been spilled ENTRY DRIVES. i i b. Large. waste materials created b cuttin sawin d ' ' pled or may be spilled, Y g, g, tilling, or other operations shall be 7. The duration : of the spill: 13. TEMPORARY SEED ALL DISTURBED AREAS. ' ' properly disposed of in suitable waste containers. The si e w 11 ' t shall be checked at the end of the . 8. The source of the ! spill: H 14. FINAL LANDSCAPING -FINAL GRADE AND INSTALL LANDSCAPING. - 9. The day, as a minimum, and all waste materials, including those blown across or name and location of w off the .site by waters damaged. Q 15. FINAL SEEDING - COMPLETE FINAL SEEDING. I wind shall be picked up and disposed of in suitable co 10.. The identity ` P containers. Where possible, operations such y of any response organization. responding to the spill. 16. MAINTENANCE - MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL Dll as sawin that creates 11 I STUBBED AREAS ARE 9 mall particles should be performed in one spot in an area protected •What measures have been or will be undertaken to perform a spill response. PERMANENTLY STABILIZED. from wind, and waste particles collected and dis disposed of • • i2. Any other information that may be significant p frequently to minimize wind dispersal, y to the response action. B3 CONSTRUCTION ENTRANCE -SEE STORMWATER POLLUTION PREY Pak . ENTION PLAN AND SEE DETAIL ON THIS SHEET. Packaging used to transport materials to the site for construction of the facility shall be B4 SEDIMENT -CONTROL PLAN FOR SHEET FLOW AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN disposed of properly, weather the material is taken out f (Natural., Resources Commission; 312 1AC 16 -5 -23• filed Sept. 1 o its package and p 1, 2000, 3.•31 PM.- 24: lR ?_ 79� B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN incorporated into the project immediate) or stored B6 STORM SEWER INLET PROTECTION MEASURE LOCATi0N5 AND SPECS.- SEE STORMWATER P Y onsite for future use. Packaged OLLUTION PREVENTION materials stored onsite shall be inspected regularly and an loose packaging sh ' PLAN Y P g g all . be repaired or disposed of properly. � . 87 RUNOFF CONTROL MEASURES -SEE STORMWATER POLLUTION PREVENTION PLAN c. All dewatering of activities shall be done in accordance to good erosion control practices. 312 LAC 16 -5 -24 S i!i Cieanu B8 STORM WATER OUTLET PROTECTION SPECS -SEE STORMWATER POLLUTION PREVENTION PLAN These practices should include the use of dirt bas . P p p g such as Dandy Dirt Bogs. The use of these Authority: IC 14 -37 -3 89 GRADE STABILIZATION STRUCTURE LOCATIONS ANO SPECS -SEE STORMWATER POLLUTION PREVENTION PLAN types of dewatering devices will remove lar a uan i i Affected: ( - g q t t es of silt, sediment, and dirt and. C )4 37 B10 STORMWATER QUALITY CONSTRUCTION DETAILS -SEE STORMWATER POLLUTION PREVENT 0(V PLAN these materials to enter the storm sewer system. Y w ZD 611 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART � .d. If the use of lime is. used to stabilize the soil Section 24 I of the site then all construction equipment U1 B) 2 PERMANENT SURFACE STABIUZATiON'S -SEE SEASONAL SOiL PROTECTION CHART used shall be cleaned of all excess ma a An owner or o er 1 material with water in the maintenance and refuelin area (} p ator, shall clean up soils of oil, fluids contamin g ated with oil, or saltwater as required by this section. 13 MATERIAL HANDLING AND SPILL PREVENTION PLk4 •-- SEE FOLLOWING SHEET. SHALL MEET THE REQUIREMENTS as shown within these pions. (b) Oil or fluid contaminated with oil that i Q s confined within a secondary containment structure or collected as required z OF IAC 2 -6,1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINAN I S � PRESENT ON SITE, e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When by Section 22 of this rule must be: ¢ P 9 these 1. remove within sevent -tw B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER .QUALITY MEASURE SEE �STORMWATER products are utilized, the user .should. pay. strict attention to the products - recom y o (72) hours; co P mended usage. z QUALITY CONSTRUCTION DETAILS. - MAINTENANCE SHALL INCLUDE A WRITTEN RECORD OF EACH i�1SPECTION THAT IS 3. Concrete Waste Water . . . � 2. placed in a non - leaking storage tank; and . a 3. managed or disposed of in accordance .with Section 7 Ln MADE WITHIN 24 .HOURS OF A RAIN EVENT AND. WEEKLY. THE WRITTEN RECORD SHALL BE ASE AVAILABLE UPON a•. All concrete wastewater shall be disposed of in the desi designed area � � 2 a g as dir cted by the () of this rule. > �. (c) Saltwater that is confined within 'a seconds containment structure w REQUEST. � general contractor or developer /owner. This area is to be a 3 dee secondary' ucture .or c ' p, 10 square pit as detailed must be:. collected as required by Section 22 of this rule a 815 EROSION do SEDIMENT CONTROL SPECS SEE SHEET Ci04. on the Erosion Control Plan. This area shall be inspected on a dail . p y basis at a minimum. 1, removed within seventy -two (72) hours; ' When this area becomes full, the pollutants shall be excavated, placed in � an acceptable table contai P 2. placed in anon- leakin star ner and dis disposed of in g age tank; and SECTION C - STOR ER POLLUTION PREVENTION PLAN - I P proper manner. . . . 3. dis �osed� of in accordan 4. Paint Products P ce .with Section 27(b) of this rule. I (d) Fluid placed in a non - leakin tank under POST - CONSTRUCTION PHASE g .storage r subsection b a. All excess paint and their related products shall be disposed of in the manner at () or subsection (c) must be disposed of in ' which accordance with Section 27 'or this rule with in thirty da s after discove P ' the manufacturer suggests. Under NO circumstances will aint or their related . Y Y of the spill unless addition ' C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND:` USE - POTENTIAL P products be approved ' ' • rY P al time is P pp d by the division. POLLUTANTS FROM POST - CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. An violation - e � � - Y ()Soils contaminated with more than one �(1) gallon of oil must be cleaned u as follows: ANTIFREEZE, of this shall be reported to the job superintendent. p ows: . ETC FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR; FERTILIZERS AND PESTICIDES 1. Soils that .meet the conditions for remediation . in Section 25(c) of this rule may be: FROM LANDSCAPING MAINTENANCE SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CON AMINANTS FROM a. remediate at the facility as required by Section 25 of this rule ENTERING. THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND . In the event of accidentally contamination all efforts should be made to remove contamin � � ' t an appropriate manner. The Carmel Fire Department should be co ants in b, applied to lease ;roads in . accordance with Section 27(a)(1) of this rule; or REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. P contacted immediately to c. excavated an .d disposed of as required by Section 27(d) of this rule. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION -STORM STRUCTURE 708 ISRE determine if further. measures are needed. 2. Soils that TO do not meet the conditions for remediation in. Section 25 c of this rule must be exc HAVE A SUMP STRUCTURE INSTALLED AT. THE TIME THE STORM INLET IS .INSTALLED.* REFER TO DETAIL ON SHEET disposed of as re uired b ' Sect' � () avated and c201. , q y ion 27(e) of this rule. . (f} Soils contaminated with saltwater must be cleaned up as required b Section . . (g) Soils contaminated with oil that will q Y 26 of this rule. DESCRIPTION OF PROPOSED POST - CONSTRUCTION STORMWATER QUALITY MEASURES -STORM STRUCTURES 708 be re under Section 25 of this rule must. be managed to prevent JAM WILL HAVE A SUMP STRUCTURE INSTALLED - THE SUMP PORTION OF THE INLET RETAINS ALL SOLID MATERIAL AND discharge of oil to unaffected soil or waters of the ' g P I. PREVENTS IT FROM ENTERING OUTLET PIPE. _ . State. C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE . . . RECORD . SEE STORM MANHOLE DETAIL ON SHEET C201. Natural R esources Comm' _ -DESCRIPTION �ssron 312 lA - C 16 5 24• f sled Sept. Se t11 20 p 00, 3. ,31 PM: 24 /R '280 C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR PO5T CONSTRUCTION STORMWATER QU MEASURES - STO Amy RM PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER STRUCTURE 708 TO BE MAINTAINED { Q RTER OF # D BY OWNER. ROUTINE INSPECTION AND MAINTENANCE WILL BE SECTION 5, TOWNSHIP . REQUIRED AT 17 NORTH, RANGE 3 EAST OF THE SECOND PRi LEAST TWICE A YEAR. LOCAL VACTOR COMPANY TO REMOVE SEDIMENTS, OIL AND OTHER FLOATABLE P - NCIPAL MERIDIAN N HAMILTON OLLUTANTS 0 `\\.\` 5 K. S HINN '� / /,, ��` ��' . jST �� '% ti ; -0 ..- .NO. : .1 X0200392 -o 'STATE OF I `� ''% _P, *% �&DIAtyP► ��' �•� el I .\ %,, S�oNA L `�\•`. ���IN 111 i 1111"" K 6 �(?* - . ES K. SHINNEMAN P.E. 10200392 WITH A VACTOR. DISPOSE OF ALL WASTE IN ACCORDANCE WITH HAMILTON COUNTY SURV 4' EYOR S OFFICE AND CITY OF . COUNTY, INDIANA BEING DESCRIBED AS FOLLOWS: . 0 :!� 4 W � a C w � o CARMEL REQUIREMENTS. OWNER SHALL COPY THE HAMILTON -COUNTY SURVEYOR'S OFFICE ALL , INSPECTION AND - . MAINTENANCE REPORTS DONE SEMI - ANNUALLY.. ' BEGINNING AT A RAILROAD SPIKE 0.1 DOWN THIS ( ) AND ALL SUBSEQUENT U , PERMANENT SEEDING SPECIFICATIONS: . . REFERENCES TO MONUMENTS ARE AS OF AUGUST 6 1998 MAR ) KING THE SOUTHWEST CORNER OF SAID ' . . �4 i) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. SOUTHWEST QUARTER• THENCE BEARING NORTH 00 DEGREES 00 MINUTES . . . . . I.. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL ( COMPACTED 00 SECONDS EAST (BASIS OF BEA . .. . . . RINGS IS FROM A DEED TO .. � . . . . . . , CN�2 lo-4 91�. � THICKNESS). �.1 = 3) TOPSOIL TO BE FERTILE, FRIABLE, BRIDLEBOURNE TRUST RECORDED AS INSTRUMENT NUMBER 96096 ' I 38497, OFFICE OF THE U � O z SANDY LOAM REASONABLY FREE OF SUBSOIL, CLA LUMPS, „ STONES LARGER THAN X EXCESSIVE QUANTITIES HAMILTON COUNTY RECORDER ALONG THE . W � . . ) EST LINE THEREOF A DISTANCE OF . . . ksj� . Q0 - 0 , OF SMALL STONE /GRAVEL, BRUSH AND LITER. .THER I 645.63 FEET TO A RAILROAD .. I SPIKE (FLUSH WITH THE PAVEMENT); THENCE NORTH � . d` 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT t 89 DEGREES 00 MINUTES 09 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF - � EROSION CONTROL STRUCTURES. I. - - I SAID SOUTHWEST QUARTER . A DISTANCE OF 135 2.78 FEET TO 'A 5/8 INCH REBAR - . "SCHNEIDER 0 '-� z 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AR e HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER �S. WITH PLASTIC CAP MARKED ENG. FIRM #0001" (FLUSH)- ON THE EAST LINE OF THE AFORESAID B RIDLEBOURNE . W ZER A D SOIL TRUST TRACT; THENCE SOUTH 00 DEGREES r~' d AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON EST RESULTS FOR LAWNS. . - SOILS- F i 00 MINUTES 00 SECONDS WEST PAR ALLEL WITH THE WEST LINE OF SAID SOUTHWEST call i - $oo -3s2 -5544 �-'� d •.j Iri 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WIT A QUARTER A DISTANCE OF 645.63 FEET TO A BOAT SPIKE (FLUSH WITH . THE PAVEMENT) 2 WORKING DAYS - . '� � ..., SMALL DISK,. HARROW OR .RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. I AT THE SOUTHEAST CORNER NER OF SAID TRACT, THENCE SOUTH 89 - DEGREES BEFORE YOU DIG. o - z 8 ROLL LL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL 00 MINUTES 09 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 1352.78 a TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE . DIRECTIONS (RIGHT ANGLES). � ' � FEET TO THE POINT OF BEGIN � BEGINNING, CONTAINING 20.05 ACRES. F---I d -0 . i � . � � � � . E ...� � 9} RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED A D �AGAlN I I ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND . THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND OR TOGETHER WITH TH / E ""C 4 E� .�. �:) -� I REGU RITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST .HALF OF SEED � IN ONE DIRECTION AND THE OTHER HALF IN THE - OPPOSITE' DIR CTION OLLOWING: � � I I . RIGHTS -OF -WAY FOR SHELBOR NE ROAD AND 106TH STREET.. .. . ---�' i m . - � � , o �. - I� . d (RIGHT ANGLES). .: ► . ... . . . 1 i) COVER SEED TO A DEPTH OF" BY RAKING OR HARROWING. PROVIDE IDE A LIGHT LAYER OF 1. SEWER EASEMENT TO CLAY TOWNSHIP. REGIONAL WAS .. WASTE DISTRICT PER INSTRUMENT . . STRAW OR HAY MULCH AT A RATE OF 1 TO 1 TONS PER ACRE. APPLY TACKIFIER TO . TABILIZE MULCH. NQ• �� -79 28' I ... .. .. I � . F�--� � � i 12 HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP. TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. I I . . . .. .. SEWER EASEMENT TO CLAY TOWNSHIP REGIONAL WASTE .DIST - RIOT PER INSTRUMENT NO. 92 -4788. � � O �., W iz `" _< � . 14 RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL ACCEPTABLE STAND OF GRASS I AN .. - ... . . ! - >> .. �. . . E . &.., CQj . co a IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE AT END OF ONE YEAR I BASS i NON-- � EXCLUSIVE UTILITY EASEMENT TO INDIA14A BELL TELEPHONE COMPANY P ER INSTRUMENT NO 92 -35294 INDIANA UNDERGROUND PROTECTION SERVICE, INC. . ° � GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 12� OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND #OE . . GRASS IS ESTABLISHED. ELECTRIC .LINE EASEMENT T0. INDIANAPOLIS POWER &LIGHT COMPANY P INSTRU ER 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT INSTRUMENT NO. 96- 24143. : . . LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, EEDING, . . ! I : CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR ROPER EASEMENT AGREEMENT ESTABLISHMENT OF LAWN. ENT PER INSTRUMENT N0. 98 -56847 AND FIRST AMENDMENT OF I EASEMENT AGREEMENT PER INSTRUMENT - . .. I N0. 2000 31590. . . .; . SUBJECT T O ALL OTHER EASEMENTS, RESTRICTIONS, AND RIGHTS -OF -(NAY OF RECORD. . 3 # . . _ . 1. . . Q W <� (D , Q) C11 0 :!� 4 W � a C w � o SHEET N0. .. .. PROJECT N0. . � . . . . . . . ! � . ; � w06.0166 . . . . I . . .. . -_ 6 5 4 Z Cn 16 0 ui W a 0 V) C v E a C 0 0 C(D) 0 N m 10 I �, C, 0'T 0 T6 04 >10 _- �wm Z � ° =\ r_ 08�O o� oa # - . . ' . , . . . . . I . 10 9 8 7 6 5 4 . - . - . . . . . . . . __ - . . . i 3' 2 1 I . . . . . .. . . per In trumen t No. 2000 -31590 , 70 Water Line Esmt er - i north to th th 1' S 85.0 • P . I Inst. No. 98 -56847 . . . . . . . . . 10' Water Line Esmt. per lot' . . P P . . . . .. . . 1 0' 2 I I . . . 7 , . . . . . . . 15' Ut lity Esmt. per plot ' • - �� I I I _ . _ ' . . . . . . . . . . 5' I I I ' W 4 : � ' �' . ' . . . ;. . - .0 = STRUCTURE • = MATCH EXISTING GRADE e nor In e, /2 S W/4 Sec. 5- i1 7N -R3 - E . I NA1 . 3246 € - _0 I a• . ' _� o o . I . _. ' . a � : . 15$ U . . . a . CRADLE TO BE INSTALLED IF CLEARANCE IS LESS THAN 18 ' '-: Q� . .._. N. . 25, 61 at SF FFE= 900.50. i a Q 9) . I I - . . ° +; -PE u'-w �,a I . . 8 4" PVC IRRIGATION SLEEVES. COORDINATE . . E WITH ARCHITECTURALS. v .. - • w Nv _ _ i 'a Q. .. .� 9, °a _Q , . 1. 3 . 8 ' General i sm �.0) . . 3° ° z . I I o ('� �. ' o na 4- . a7 . . :-I - . . . . . I . . I . . . I I . - -. - I I I , . -. , . . 2 . I j . _ .. . -a O Q o c . _ . . .. I `r' � zc. 3 . . N C . . ` r V L� ' .. } VII 4 3 W 2 Story Brick House ' . .00 ! ^ • . . . . �. Cpo 1 Detention Pond W 8 0, Detention. Pond Detention Pond Detention Pond ° . Detention Pond Inv- 895.47 Concrete Drive . . . . .. . nv- 896.85 !nv- 893.99 form M . . _. _. e::. . . . . . . . . . . . __. I __. _. _. _. _. . ____. ____ . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . I . . . . . . . . . . . . . . - . . . . . I . . . . . . . . . I . . . . . I . . . . . _ I i __�____ 12 RC T.C. -896.5 -- ..�_ c„ � N Inv -892. ----= W In v -892. . Q , ' Edge of Water _ , , -Edge of Water .� -'-""� j . ' l . . . . , . . . ° ° 30 Draino e Esmt. er lat ; 9 P P. 15 ?& .. -Edge of Water i TS CONSTRUCTION LIMI . ( Bee ive CONSTRUCTION LIMITS . T.C. 898.86 Gr. ra o .._.:� e� r� •- -- -- . i Si ns *Vert. 6 CPP Lo j i .�•� . - !9) . _ ° . . . . . ' Vert.. 6 CPP. ' - . . . . . i ; End of cur . - t2 . . . Railroad pie 1 ' 2 ! 4'S o f�sa . Fnd. do .3 N .. SERVICE NE o . o . ' .. . - . __ U .. 0 . z i . 0 Cn M R 7 5 0 25 SIDE /REAR YARD SETBACK & BUFFERYARD . . I ❑ / PA ED INL I - U I . S M TR 71 \ 1 t P 'A B X i . I Ul 0.0211 -1 . • . PAVED D NL NA R 34 5 ' . .. _ i . . . . . . I . ' W/' P A BO TC-- 898.50 i ; _ _ 1 . NEENAH R -3405 263' OF 15" RCP 0.20 t t C" I 2 TC= 898.50 /� • "' _ -- . . INV -895.3 e i - 2 8 �� : . 1. 3 . 6 8 . . . QV� Q: ) f. +o t ? = - 0 $ t3 � j Z f, Vii. . :i. ►� f.. f . ,. t • :+ •r' _ �• g i . . . � O 100 of 1z RcP ©o. o - , - . ► .. - - 6" WATE SERVIC W . 1, % i I U b , 3 L 4 1.1 5 ERPETUAL SEMENT P.I.V. 1 NI - ; i I . w . . _ . ZO - 8 •' 6 FIRE SERVICE LINE I Z 2 DOMESTIC SERVICE LINE 0 \ 11 I �_ . . . . . // .... ,. . .1, I _ .. ' � I _ o ! . .. 8 PROPOSED BUILDING 0 a� M . 0 � O BOL 0 `° STN. M.E.G. = STRUCTURE • = MATCH EXISTING GRADE NE NA1 .' 3246 PHASE .z . ' _� o o . I _ - EXIST. SANITARY SEWER LINE . . . SSD _ . - SUB - •SURFACE DRAINAGE . CRADLE TO BE INSTALLED IF CLEARANCE IS LESS THAN 18 ' '-: TC 25, 61 at SF FFE= 900.50. TOC U� . I I - . = Ex15T. CONTOURS GUT . = GUTTER . . 8 4" PVC IRRIGATION SLEEVES. COORDINATE . . E WITH ARCHITECTURALS. v .. - • DD - CONCRETE END SECTION (C.E.S.) - G - , . 1. 3 . 8 ' General i sm . GP _ GATE POST TBM � .. . 1. . . _ m = TRANSFORMER E = . ELECTRIC LINE � (for benefit t h . BE GRANULAR BACKFILL FOR ENTIRE RUN. 1 , . i XX _ - PARKING COUNT 12" RCP @ 0:50 WITH CONCRET 1 o E END SECTION AND 5 x5 x 1.5 REVETMENT RIPRAP ON FILTER FABRIC. ' . I W I I per I strumen 00 s ' 0 25 " 50 . 100 : 1 C on . ..) C~ � W Qrz:i .. I o .; . � w. . F==Nq . F--� . - � -N .. `� z . . . � . - . STM S R 713 - •' • . I FMNN, 6� , - _� ��r�� v1 H � - ,--I. ( I APP 0 !MATE 77 � � H `�_ ., �tz . . � • . , , I � . . cr) � N a .. tV 85. 11 00 -Y 0 W/ TYPE E BOX _ _ :.• •�-. Q ' : GA � Q W 0.0 E EVATlO .4 � is Tc - s�S:5 - .. . o ,H 0 98.45 Q Q I ere is a gas !in no t t INV '-' 895.07 11 :, . ".= . i �. I of helborne Rood, s li e o '.• p�° I ' . GA „ .. I mo ed at the- site; otio is n. . - `.' I . . W I --� :: % Q. .' lQ • . 5 ac i • '" . I . 12 . . i v . W ; > .. C1 Z z 15' PERPETUAL STORMWATER EASEMENT ° �, . ,f . . .• ' . . , . __r_� - - T. 895.) 4 15.00' W nv -876.9 . . N nv -876.7 . S v -876. 9 - . . I _ . ' 8 Pvc . ' ' . . . 40' Drainage Easement per Inst. I No. 98- 56847. Benefits English . o� 9 . 2 . . I 15.00 Oaks Subdivision) . I . ` j - . in o . . . .� � . 0 - . . .' _ . . � .. iQ-. M . . . � ¢� .. . . . --1 I _ . , . . . 3 t,a,>I _ ' 0 Water Line E er i . . . ' . . . -c.� h . W ao ns No. 98--56 . L El . .. ' . n v -8 73 I - ti0 STM ST 7 ... _ ' =': ' • °° I • ' 15.00 • I . (6 W/ 2 _ , � e.o. . ; . . . . . . 11 t Stroi h - o s orm structures u { TC= 1.50 ` I I Y g. g t I Q 9 ,4 o ` . U Sin Curb etw en beehive inle {{ Y IN 894.74 N S E o� I Q . , , o Jt art line and outle i ) . `1- _ V 4 m -� Q_ I ear the south line. Z : : _ _c ; Lj V� I O • • , ! - • . .5• ♦. KN RlaKliMrq iin !~ _ Yiv -l�r / • . • r 4 • - ..: Straight I W . . _ . . . . . . I 0� LL . 3 41=%IM" tzn;= I J,= =_ r, . 0 . . .l• • - M .. •1 •. • • r , 'oil. I , . �� I N ::. . l.L. ; . . . Curb i • _ I o - -• . . -.APPROXIMATE LOCATION w . Inv -8 6.5 I tt) ' . .. Z I O . w 0 s , 8 _ PROPOSED BUILDING � OF 100 -YES >R . FLOOD . . �. �' I . 11 4. I ( CA ❑'. ❑ : ' ' PHASE 1 - 1' ELEVATION =895.68 0 I I .. 39,425E SF r . • tw - 0 0,� . . ~ ' . _ FFE= 900.50 ' __ � . M1 I 1. I° � . ( ; 0- Z • 'P ' LOCATE FIRE s _ t3 0 . �c ; ' ENUNCIATOR PANEL AT �- Z ' N I 1. . IIr . '� MAIN ENTRANCE 4 . O 9 N p„ I I STM STR 709 . , ,� a. ra . J8T - to Si $ PAVED INLET .•• ,•' Q W . . 5 • ,.- 3 R . 3 I W/ TYPE 'E' BOX _y Z ` 40 Drol as e 1 NEENAH R -3405 . 0 � . 4 N 98- 31 TC =898.00 • ,: : STM STR 712 0_ v I V= 894.96 W/ TYPE 'A' BOX �° I ' . . L.i hj 0 I f t t 8S• E, NAH R- 3286 -8V o . V) .`. i O,N, ; :. TC= 898.85 ' ' . I I < s GUT= 898.35 � I �cA WV= 895.81 . PWPD - 10 0 ' - • . • act •r�o C.� •' O o tt NORMAL . I �- . . FH 99. - . Z o :' % cn �, .i. •.., V' JV' 10. I.,- f 1"111 I I- I.: -- I I \ STR 710 201' OF 18" RCP ® / C I • t2 8 - CURBS INLET 0.1990 �F � 7 G � speed " - / t t W/ TYPE 'M' BOX FIRE DEPT. CONNECTION �5' 4 8 • . Lim +t 45 I 4: V) M Sign' �t F I I .� - )c OI 3 R • U -I W . - I _ . �Iu 0 6.4 . . .G ",�N . i j - 1 `vI V.. . . . (5 STORZ) t t . QQA « t C.O. . 11 : v }- ' F� V INt ET s _ •• " .. � U ly E 'A' 9 C � . ❑ N N H - 5 ;, L . 1-_ . . . V), . ❑ IN =8 5. 1 z . •: . ... { . 0 9 ' • . 9 . , STMI STR 717 • . a' . o ... I•U 0 8 +. . • � . - � "' ro' '' INV= 894.58 C.E.S a° CL % - TC= 900.50 } ..:.2 ( �' ". INV= 894.58 ER pl INV = 894.58 15.00 I : 11 Eauluz ■ 02 OF 12 CP UI ZER PIE OF " RCP w� . 20 ACCESS EASEMENT CIL 10 JPL Easement r 00 GQ • 212 ! ' ... . 1 a° I �' s i lnst. No. 96 -24143 . I. Area of • o '�� t Standing Water IL o Z ( � _ - , ; .. San MH ' . . 0o Inv -895.0 6 :� - e 915 LANDSCAPE . BUFFERYARD Son MH I -_ r r _ 10.0 . t c ( 'n ' 4 . T.C. - 8 5.4 .. N In vg 875.4 . A- . 11" I ROPOSED 65 1 .' ROW • son MH .. �/ �„ . AINO XINO s 9 9 15 LANDSCAPE BUFFERYARD 11111, W Inv- 875.2 .. . DD ropose ine _ �' PROPOSED 50 1 2 ROW _ �.3 E Inv -874.1 f E Inv t of calc. car, T,Ped. 10 ' PROPOSED •10' 'ASPHALT PATH E In v- ® INV- 895.22 X50 Proposed R/W L ee, W Inv-874.0 ..._ sw. . -- - - ._ � _ _ on M � a �_�_ . __.. to INV- 892.83 -'- ' '+" _ �. i ► t 2 , t 2 15' Indiana Bel! Esm t: T.C. - 895.00 . . I . INV- 892.70 2 !n 5. 12 5 t n 30 Sewer smt. per 15 IPL' :Easement PVC 1C C nv -89.2 4 15' Indiana B mt. 15' IPL �"nnPmPnt ' ' 30' Sewer er RELOCATED POWER POLE 4 R _ _ per ns o. - - C X12 10 P C P M _8 V I 0 tQ o. 92 -3529 per Inst. No. 96- -24143 - _ ` t2 i0 "PVC o t2 n fVo_ 90 -792 10 PVC T r) - -�� - S ,. . .1i - . 40 nv- O . Inv -89239 U 1.4 T.Ped. ® ® a' ® ® ® ® e ® �� ...,.:� �o �r a © a e� �� r:._ �o o e� a a . �-� o o. o 0 0. o © a v 1,1 I 51 IN 895.40 INV- 895.50TC= 897.00 � ©' a:... � X ©' © c::� CONSTRUCTION LIMITS S 06th STREET . r.c. -89746 N•ZjR LCTLQN LIM T _.. -- -- -- ; ; GLM . Inv -894.7 0 � 106th STREET • I - . • { Beehive Inlet T.C. -891 j p Inlet Son MH �� i I T.C.- 893.46 . - .83 °Speed Limit Sign r.-_.- r17olled Curb I , GA ' 3x3 Beehive Inlet StSi° E In T.C.894.23' Street Rolled Curb I i . W Inv -879.8 . ' . � ' . g . anhole ; . •WV o aerial lines Lj S Inv -871.5 Sin - - • Co c. wol Stree Sign Q T. C.- 895.81 I k • n 0 . LOCATION) I TING TWIN 14 .SAN FORCEMA N (A PPR X / � 1 Stop $ rb Conc. olk n Conc. Walk EX S �� Concrete Walk Concrete Walk ... . nought -iron Fence Con C. Mon. Fnd. Wrought -iron Fence @w a i Wrought -iron Fence at Subdivision. corner Wrought -iron Fence . . WA - . Qa•� a E . xx �' = _ . . San FM Node 60 . _ _ . . . . ' I '�' ctD I PLAN NOTES. . ..PLAN NOTES, ' T c.- 897.84E . ' . � . '. _ � � •� � . � � � 6 ' . a • „ , �. FOR _ .$tsr Desrgn Inv. - 891,00 �' 3 1 CONNECT 6 SANITARY LATERAL TO EXISTING 10 SANITARY MAIN. COORDINATE CONNECTION WITH MEP 'AND ACTUAL 'LOCATION 25' - " 11 4 SUBSURFACE UNDERDRAINS AT EACH LEGEND 'EAR• OF LINE. VERIFY DEPTH AND LOCATION OF EXISTING SANITARY SEWER AND ADJUST AS REQUIRED. PROVIDE CLEANOUTS AS. nr� non . STORM STRUCTURE. NOTED. REFER TO DETAIL REQUIRED. MI IMUM INVERT OUT OF THE BUILDING SHALL BE 3.5' BELOW FINISHED FLOOR ELEVATION, REFER TO PLUMBING ON SHEET c201 . FH# - & -- EXIST. FIRE HYDRANT ,_ _ ._ GENERAL N RTES. = RIGHT -OF -WAY LINE PLANS.. NOTIFY CTRWD ENGINEER 48 HOURS PRIOR . TO BEGINNING .ANY WORK ON CTRWD SEWER. _ _ _ . . _ . WM 0. O I = EXIST. WATER METER /VALVE - PROPOSED SANITARY � SEWER LINE Cali 1 Soo 382 5544 1 THE CONTRACTOR SHALL CONTACT ALL .APPLICABLE UTILITIES AND VERIFY ANY AND ALL • .. _ .SWALE WITH SUBSURFACE TILE SEE DETAIL ON ' . . . . = EXIST. SIGN _ 12 . 2 WORKING 2 CONNECT PRO OSED GAS LINE TO EXISTING SERVICE LINE. FIELD VERIFY LOCATION OF. EXISTING LINE. COORDINATE .WITH SHEET c103. COORDINATE WITH UTILITY DAYS ALL UTILITIES. - PROPOSED STORM SEWER LINE , BEFORE YOU DIGL FEES ASSOCIATED WITH THE INSTALLATION 0 L = ExiST. MONITOR WELL SERVICE PROV DER. � � STM - PROPOSED HDPE ROOF DRAIN . SERVICE PROVIDERS SHOULD RELOCATION BE 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP . . P>�F " � _ EXIST.'. IRON PIN & OR PK SET FOUND � I E . 1. ( / © = PROPOSED PIPE BOLLARD . - � I 1 .. . NECESSARY. . . CONNECTION. . ®GM [ O . = EXIST. GAS METER 3 PROVIDE PROPOSED WATER SERVICE LINE FROM BUILDING TO EXISTING 12. WATER MAIN ON EAST SIDE OF SHELB . . D . _ , ORNE ROAD. . 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE - 0 - PROPOSED MANHOLE . . COORDINATE CONNECTION AND SIZE WITH PLUMBING DRAWINGS. DOMESTIC AND � ' .. _ . . - EXIST. GAS VALVE ? ' ' ' FIRE LINE SIZES TO BE VERIFIED WITH SERVICE. CONNECT TO BUILDING - DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING* . � = PROPOSED coNTOURS . PLUMBING DRAWINGS PRIOR TO CONSTRUCTION. . tj tj = EXIST. STORM INLET I ; DRAWINGS. MH . _ 894.50 -= - PROPOSED ELEVATION i � . . . ® :@ . - EXIST. STORM /SAN. /TELE. MANHOLE . DRAINAGE FLOW ARROW 4 COORDINATE AND CONNECT PROPOSED ELECTRICAL LINE TO -ELECTRICAL TRANSFORMER AND EXISTING SERVICE PROVIDED 4) COORDINATE LOCATION.- OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. - - EM S. 0. - EXIST. ELECTRIC METER = • I .. D ALONG SOUTH PROPERTY LINE. COORDINATE CONNECTION ' 5 COORDINATE LOCATION AND 'SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF W = WATER LINE ECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS . . = EXIST. POWER POLE POWER POLE w LIGHT I . _ . . 3� / / REQUIRED. 2 4: PVC CONDUITS TO BE INSTALLED WITH PULL - . G - GAS LINE STRINGS. SERVICE LINE AND METER WITH GAS COMPANY. . . • - .. . . ' . I . . .. GA I - EXIST.. GUY ANCHOR .. .. . . C F.F.E. . - FINISH FLOOR ELEVATION r ' 6) COORDINATE LOCATIONS AND C�NNEGTIONS OF BUILDING STORM LINES WITH MECHANICAL ® p EXIST. TELEPHONE PEDESTAL ' TC = _ 5 COORDINATE A D CONNECT PROPOSED TELEPHONE SERVICE LINE TO EXISTING SERVICE ALONG SOUTH P . T. Ped. . . TOP OF (MANHOLE / INLET) CASTING PRO ERTY LINE. . COORDINATE. CONNECTION WITH SITE DRAWINGS AND SERVICE PROV " DRAWINGS. Ac . _ . INV = INVERT BOTTOM ELEVATION OF MANHOLE INLET (DER. ADJUST . . .. ❑ �; HVAC UNIT ( ) ( _ / ) I AS REQUIRED. . 4 � PVC CONDUIT TO BE _' _ _ 7) VERIFY EXISTING INVERT. AND LOCATION OF SANITARY - SEWER. ADJUST INVERTS AS , = RCP - REINFORCED CONCRETE PIPE INSTALLED WITH PULL STRINGS. • CO $ EXIST. CLEANOUT REQUIRED. DOCUMENT ANY CHANGES. ' . . . . CMP = CORRUGATED METAL PIPE �A�P>� = N1IIL�ax 8) MAINTAIN 10' HORIZONTAL AND , 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY � : . ' PVC. = POLYVINYL CHLORIDE PIPE 6 PROPOSED TR, NSFORMER PAD LOCATION. ... . . : . . � - � EXIST LIGHT I j SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. . - � O BOL _ - EXIST. BOLLARD STN. M.E.G. = STRUCTURE • = MATCH EXISTING GRADE NE NA1 i R 3246 . .VERTICAL PIPES AND ALL OTHER PIPES. . CONCRETE . I / o . . _ - EXIST. SANITARY SEWER LINE . . . SSD _ . - SUB - •SURFACE DRAINAGE . CRADLE TO BE INSTALLED IF CLEARANCE IS LESS THAN 18 ' INSTALLATION AND STORM SEWER /SANITARY SEWER INSTALLATION. TC 8938 TOC = TOP OF CURB . 10) COORDINATE LOCATION OF REQUIRED CONDUITS .FOR LIGHT POLES, TELEPHONE - SERVICE - I - . = Ex15T. CONTOURS GUT . = GUTTER . . 8 4" PVC IRRIGATION SLEEVES. COORDINATE . . E WITH ARCHITECTURALS. AND IRRIGATION SYSTEM. DD - CONCRETE END SECTION (C.E.S.) - G =88.0 , . 1. 3 . 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. .. . GP _ GATE POST TBM LINE . = TEMPORARY BENCHMARK . 9 CLEANOUT, REFER TO DETAIL ON SHEET c201. . ' _ _ .. . . i 11 12) SANITARY SEWER LATERAL, . WATER SERVICE, '& ELECTRICAL /TELEPHONE CONDUITS SHALL - _ m = TRANSFORMER E = . ELECTRIC LINE � IN . BE GRANULAR BACKFILL FOR ENTIRE RUN. 1 , . i XX _ - PARKING COUNT 12" RCP @ 0:50 WITH CONCRET 1 o E END SECTION AND 5 x5 x 1.5 REVETMENT RIPRAP ON FILTER FABRIC. ' . .e . . ° * .r: W . s ' 0 25 " 50 . 100 : 1 C on . ..) C~ � W Qrz:i __8q5. 11 � - - ,�,o . . d � w. . F==Nq . F--� . - � -N (5 STORZ) t t . QQA « t C.O. . 11 : v }- ' F� V INt ET s _ •• " .. � U ly E 'A' 9 C � . ❑ N N H - 5 ;, L . 1-_ . . . V), . ❑ IN =8 5. 1 z . •: . ... { . 0 9 ' • . 9 . , STMI STR 717 • . a' . o ... I•U 0 8 +. . • � . - � "' ro' '' INV= 894.58 C.E.S a° CL % - TC= 900.50 } ..:.2 ( �' ". INV= 894.58 ER pl INV = 894.58 15.00 I : 11 Eauluz ■ 02 OF 12 CP UI ZER PIE OF " RCP w� . 20 ACCESS EASEMENT CIL 10 JPL Easement r 00 GQ • 212 ! ' ... . 1 a° I �' s i lnst. No. 96 -24143 . I. Area of • o '�� t Standing Water IL o Z ( � _ - , ; .. San MH ' . . 0o Inv -895.0 6 :� - e 915 LANDSCAPE . BUFFERYARD Son MH I -_ r r _ 10.0 . t c ( 'n ' 4 . T.C. - 8 5.4 .. N In vg 875.4 . A- . 11" I ROPOSED 65 1 .' ROW • son MH .. �/ �„ . AINO XINO s 9 9 15 LANDSCAPE BUFFERYARD 11111, W Inv- 875.2 .. . DD ropose ine _ �' PROPOSED 50 1 2 ROW _ �.3 E Inv -874.1 f E Inv t of calc. car, T,Ped. 10 ' PROPOSED •10' 'ASPHALT PATH E In v- ® INV- 895.22 X50 Proposed R/W L ee, W Inv-874.0 ..._ sw. . -- - - ._ � _ _ on M � a �_�_ . __.. to INV- 892.83 -'- ' '+" _ �. i ► t 2 , t 2 15' Indiana Bel! Esm t: T.C. - 895.00 . . I . INV- 892.70 2 !n 5. 12 5 t n 30 Sewer smt. per 15 IPL' :Easement PVC 1C C nv -89.2 4 15' Indiana B mt. 15' IPL �"nnPmPnt ' ' 30' Sewer er RELOCATED POWER POLE 4 R _ _ per ns o. - - C X12 10 P C P M _8 V I 0 tQ o. 92 -3529 per Inst. No. 96- -24143 - _ ` t2 i0 "PVC o t2 n fVo_ 90 -792 10 PVC T r) - -�� - S ,. . .1i - . 40 nv- O . Inv -89239 U 1.4 T.Ped. ® ® a' ® ® ® ® e ® �� ...,.:� �o �r a © a e� �� r:._ �o o e� a a . �-� o o. o 0 0. o © a v 1,1 I 51 IN 895.40 INV- 895.50TC= 897.00 � ©' a:... � X ©' © c::� CONSTRUCTION LIMITS S 06th STREET . r.c. -89746 N•ZjR LCTLQN LIM T _.. -- -- -- ; ; GLM . Inv -894.7 0 � 106th STREET • I - . • { Beehive Inlet T.C. -891 j p Inlet Son MH �� i I T.C.- 893.46 . - .83 °Speed Limit Sign r.-_.- r17olled Curb I , GA ' 3x3 Beehive Inlet StSi° E In T.C.894.23' Street Rolled Curb I i . W Inv -879.8 . ' . � ' . g . anhole ; . •WV o aerial lines Lj S Inv -871.5 Sin - - • Co c. wol Stree Sign Q T. C.- 895.81 I k • n 0 . LOCATION) I TING TWIN 14 .SAN FORCEMA N (A PPR X / � 1 Stop $ rb Conc. olk n Conc. Walk EX S �� Concrete Walk Concrete Walk ... . nought -iron Fence Con C. Mon. Fnd. Wrought -iron Fence @w a i Wrought -iron Fence at Subdivision. corner Wrought -iron Fence . . WA - . Qa•� a E . xx �' = _ . . San FM Node 60 . _ _ . . . . ' I '�' ctD I PLAN NOTES. . ..PLAN NOTES, ' T c.- 897.84E . ' . � . '. _ � � •� � . � � � 6 ' . a • „ , �. FOR _ .$tsr Desrgn Inv. - 891,00 �' 3 1 CONNECT 6 SANITARY LATERAL TO EXISTING 10 SANITARY MAIN. COORDINATE CONNECTION WITH MEP 'AND ACTUAL 'LOCATION 25' - " 11 4 SUBSURFACE UNDERDRAINS AT EACH LEGEND 'EAR• OF LINE. VERIFY DEPTH AND LOCATION OF EXISTING SANITARY SEWER AND ADJUST AS REQUIRED. PROVIDE CLEANOUTS AS. nr� non . STORM STRUCTURE. NOTED. REFER TO DETAIL REQUIRED. MI IMUM INVERT OUT OF THE BUILDING SHALL BE 3.5' BELOW FINISHED FLOOR ELEVATION, REFER TO PLUMBING ON SHEET c201 . FH# - & -- EXIST. FIRE HYDRANT ,_ _ ._ GENERAL N RTES. = RIGHT -OF -WAY LINE PLANS.. NOTIFY CTRWD ENGINEER 48 HOURS PRIOR . TO BEGINNING .ANY WORK ON CTRWD SEWER. _ _ _ . . _ . WM 0. O I = EXIST. WATER METER /VALVE - PROPOSED SANITARY � SEWER LINE Cali 1 Soo 382 5544 1 THE CONTRACTOR SHALL CONTACT ALL .APPLICABLE UTILITIES AND VERIFY ANY AND ALL • .. _ .SWALE WITH SUBSURFACE TILE SEE DETAIL ON ' . . . . = EXIST. SIGN _ 12 . 2 WORKING 2 CONNECT PRO OSED GAS LINE TO EXISTING SERVICE LINE. FIELD VERIFY LOCATION OF. EXISTING LINE. COORDINATE .WITH SHEET c103. COORDINATE WITH UTILITY DAYS ALL UTILITIES. - PROPOSED STORM SEWER LINE , BEFORE YOU DIGL FEES ASSOCIATED WITH THE INSTALLATION 0 L = ExiST. MONITOR WELL SERVICE PROV DER. � � STM - PROPOSED HDPE ROOF DRAIN . SERVICE PROVIDERS SHOULD RELOCATION BE 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP . . P>�F " � _ EXIST.'. IRON PIN & OR PK SET FOUND � I E . 1. ( / © = PROPOSED PIPE BOLLARD . - � I 1 .. . NECESSARY. . . CONNECTION. . ®GM [ O . = EXIST. GAS METER 3 PROVIDE PROPOSED WATER SERVICE LINE FROM BUILDING TO EXISTING 12. WATER MAIN ON EAST SIDE OF SHELB . . D . _ , ORNE ROAD. . 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE - 0 - PROPOSED MANHOLE . . COORDINATE CONNECTION AND SIZE WITH PLUMBING DRAWINGS. DOMESTIC AND � ' .. _ . . - EXIST. GAS VALVE ? ' ' ' FIRE LINE SIZES TO BE VERIFIED WITH SERVICE. CONNECT TO BUILDING - DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING* . � = PROPOSED coNTOURS . PLUMBING DRAWINGS PRIOR TO CONSTRUCTION. . tj tj = EXIST. STORM INLET I ; DRAWINGS. MH . _ 894.50 -= - PROPOSED ELEVATION i � . . . ® :@ . - EXIST. STORM /SAN. /TELE. MANHOLE . DRAINAGE FLOW ARROW 4 COORDINATE AND CONNECT PROPOSED ELECTRICAL LINE TO -ELECTRICAL TRANSFORMER AND EXISTING SERVICE PROVIDED 4) COORDINATE LOCATION.- OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. - - EM S. 0. - EXIST. ELECTRIC METER = • I .. D ALONG SOUTH PROPERTY LINE. COORDINATE CONNECTION ' 5 COORDINATE LOCATION AND 'SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF W = WATER LINE ECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS . . = EXIST. POWER POLE POWER POLE w LIGHT I . _ . . 3� / / REQUIRED. 2 4: PVC CONDUITS TO BE INSTALLED WITH PULL - . G - GAS LINE STRINGS. SERVICE LINE AND METER WITH GAS COMPANY. . . • - .. . . ' . I . . .. GA I - EXIST.. GUY ANCHOR .. .. . . C F.F.E. . - FINISH FLOOR ELEVATION r ' 6) COORDINATE LOCATIONS AND C�NNEGTIONS OF BUILDING STORM LINES WITH MECHANICAL ® p EXIST. TELEPHONE PEDESTAL ' TC = _ 5 COORDINATE A D CONNECT PROPOSED TELEPHONE SERVICE LINE TO EXISTING SERVICE ALONG SOUTH P . T. Ped. . . TOP OF (MANHOLE / INLET) CASTING PRO ERTY LINE. . COORDINATE. CONNECTION WITH SITE DRAWINGS AND SERVICE PROV " DRAWINGS. Ac . _ . INV = INVERT BOTTOM ELEVATION OF MANHOLE INLET (DER. ADJUST . . .. ❑ �; HVAC UNIT ( ) ( _ / ) I AS REQUIRED. . 4 � PVC CONDUIT TO BE _' _ _ 7) VERIFY EXISTING INVERT. AND LOCATION OF SANITARY - SEWER. ADJUST INVERTS AS , = RCP - REINFORCED CONCRETE PIPE INSTALLED WITH PULL STRINGS. • CO $ EXIST. CLEANOUT REQUIRED. DOCUMENT ANY CHANGES. ' . . . . CMP = CORRUGATED METAL PIPE �A�P>� = N1IIL�ax 8) MAINTAIN 10' HORIZONTAL AND , 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY � : . ' PVC. = POLYVINYL CHLORIDE PIPE 6 PROPOSED TR, NSFORMER PAD LOCATION. ... . . : . . � - � EXIST LIGHT I j SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. . - � O BOL _ - EXIST. BOLLARD STN. M.E.G. = STRUCTURE • = MATCH EXISTING GRADE . ; , . „ . 7 PROVIDE 18 CLEARANCE BETUVEEN SANITARY /STORM SEWER WATER 9 FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC FIRE LINE . . .VERTICAL PIPES AND ALL OTHER PIPES. . CONCRETE . I / o . . _ - EXIST. SANITARY SEWER LINE . . . SSD _ . - SUB - •SURFACE DRAINAGE . CRADLE TO BE INSTALLED IF CLEARANCE IS LESS THAN 18 ' INSTALLATION AND STORM SEWER /SANITARY SEWER INSTALLATION. = EXIST. STORM SEWER LINE TOC = TOP OF CURB . 10) COORDINATE LOCATION OF REQUIRED CONDUITS .FOR LIGHT POLES, TELEPHONE - SERVICE - I - . = Ex15T. CONTOURS GUT . = GUTTER . . 8 4" PVC IRRIGATION SLEEVES. COORDINATE . . E WITH ARCHITECTURALS. AND IRRIGATION SYSTEM. DD - CONCRETE END SECTION (C.E.S.) - OUL T = OVERHEAD UTILITY LINE _ ;. TELEPHONE , . 1. 3 . 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. .. . GP _ GATE POST TBM LINE . = TEMPORARY BENCHMARK . 9 CLEANOUT, REFER TO DETAIL ON SHEET c201. . ' _ _ .. . . i 11 12) SANITARY SEWER LATERAL, . WATER SERVICE, '& ELECTRICAL /TELEPHONE CONDUITS SHALL - _ m = TRANSFORMER E = . ELECTRIC LINE � i 1) - : . 1 - 50 . ' ' . BE GRANULAR BACKFILL FOR ENTIRE RUN. ' . �_4 , . i XX _ - PARKING COUNT 12" RCP @ 0:50 WITH CONCRET 1 o E END SECTION AND 5 x5 x 1.5 REVETMENT RIPRAP ON FILTER FABRIC. ' . .e . . ° * .r: W . s ' 0 25 " 50 . 100 1.9 / T ., S THE LA W „ INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTION!! • . • . THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON _ THIS PLAN ARE BASED. UPON ABOVE GROUND. EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND. MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. .THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH . THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ROVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE . CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION .. . PLEASE CALL "HOLEY M 0 LEY" - 1 -800- 382 -5544 ' . . . . - : - - . - __ 10 9 8. ' 7 6 5 4 : I . . . . . I . . . . . . . 1 11 , . . . . . . . - - __T . . . . ­ . . . .. ____ . 2 . . - ,;. . . . I .' '. . I . © r-+ vO 00 . C4 . .� U %6 (yi ,C� %0 O �0 . z, k I 00 00 R' H t�t*z0 x .. V-4 T-4 O U �=A M M o0 • 9 . x W 4 . _r_ - V) . . W w � a . r ,< V � . . � h - o .w� W .. H Q . T1 - . ., Q .< �4 . . 114 - - 1 W . ;4o' . . W .0 . a �:) � . - O - � . ; N , - 11 .. 00 , ^ ' N A WR. . .Z > ,� . � . .. - ... . . . I CA' - . 94. - >� . 0 ., W V F� - . - . . - --� o 0. , , . a o� Z ; �� . W � I An H .' � .. . � . U V-4 � . . U O . . � 1~ 1 0 . . . . . F_I� �. . . rn 3 -0 v . v Np . . .. L6 M � O Z _ W Q >_ ' O U O d I W C rn r4 -Y t\ co Z� Z Z N '� co 0 L � L- U W cD tx ;coo W x Q.O Q4 Qo Q Q . U- Q . M E M Q), w . . I . U . (a' - z . Q . z O 6 C4 .. a' . 1111111 . . \0 /1////, . . V* - �i . �� � � 1C. N �i . ""( r / , �. G1STF F . .N� i • 9 %** v N0. . . 1. = I : = = I 10200392 --ft z: .00 . .� 1 -0 STATE 0 F �' ,, D1ANP.• ��� �� %��� ass ''C� ``��� .�oNAL . ���l11111111 ��� . , l��Z / 1( . IF JAMES K. SHINNEMAN P.E. 10200392 SHEET N0. PROJECT N0. w06.0166 U - - . . U . .. .. . . � . . U.. C\2 - CYD . >�. O - - CO - -- C) I. �. (0, - 1-:1 - F-001 . ~ E . . . ' . �_4 , . i � . .-":! ... ­; I - . . � :. . � . Q� � . .e . . ° * .r: W -a' . : 1 C on . ..) C~ � W Qrz:i - - I . . 11 � - - ,�,o . . d � w. . F==Nq . F--� . - � -N .. `� z . . . � . Q) I FMNN, 6� , - _� ��r�� v1 H � - ,--I. Q . V C13 o G � � � H `�_ ., �tz . . � Q w . a. w . . O o �D cr) � N a � MM � ' ✓ � . - q• D SHEET N0. PROJECT N0. w06.0166 CT 3 to O U CD CD O CD E v a. rn � O co O O o _ o N O ' N A- O u CN C W m Z g � O F LLJ O�Da © r■ RE W 0 V 0 . . 10 - -- ( g I $ I � . . 0 z 4 3 I 2 . . . . . . t i . . i . t o . . . ' _ _ .. F . . w� .. .z . I . _ °o N � . X N . # i � .a �O . y D j Q� CA .. D to X O . N t7 y m .. O W .. 4 -� m °� I z � .. v M N � �. 0 . - ___ i . ... . . . I . m .. . Oa .- . W C • . 1 � � ." ..► Q? n , i Q . 1 o o 111111111111111 �► ; + • • . w �Z . -, "_-, 1\,N� __�Ij I < 17 ,-,.,-- . ...r, I O .. ! .. . . 4. : O . . r Oo ' .. . -. - - - mmm�.. SHELDORNE ROAD - -- -_... . -- --- -� . -- -.- -_ • . • • • • . • . . • • • • • •' • • s • • • . s t . • . ♦` . . I I j N_ I T O o f' f a :r : . , :r .1 i.. , �-r� .. r• i • •♦. :JiN . • �. r P ; s. O .f _:. i NE r I I ,a0� o Of . . . . O . . _____�� N o° m o A o .._.. _ 0 ._ . R I o _ m f m m o .. . o � .._. _... `., _...._ ..._ v � . -�. �..-. _.. �. ....._ - _ _ �.. _ Z o z W M W �-% W . . . _.._. - I . . . `" X m � m .. PROPOSED 10' ASPHALT PATH ' o N .. . . _ _ _ . . X A z °% Q; oa °' . ______j � � I .. PROPOSED •75 1 /2 ROW- .. .m x... . . o , o 0-6 �' . .. . . . " ' ' . a .z =_ . �' m Z i v . .. . n " .' Cn ' = . •-i ' . . 1. �I rrt . 11, ',� --�I 1 I . 1 _ 40 . i . I - . . I ...o . _____ E� - �__ , ,� ., . ,x . - � �_ 20 . 40 . 80 ... . . . . . . . O .. .. .. . 'I-, . . . . .- pp:71 - 11 n CIO/ -, I U/ . m��_ - I . & dan I . ^w . ' i _ . '11111 � I I I I' . I i . . . . . '. . . . . . ­ . . .. . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . I . . . . . . � . . . . . . . . . . . I . . . . . . . . . . . � I .. . � I � . � . . . . . . . . . . . . � . . . . . . . . . I I . . I I I __q . . . . . . . . I - . . . . . . - 6- . . - . . . . . . . I . . . . . . . . . . � . . . . 1--i . . . . I . . ___ - 11 I i . I . , . . � . . . I . . . I � I I . ; I . . . . . . C.- U -.1 '-%A':i I- -0 I- f 11 �� , 1-1 , - I:- A.-l- I" t *-,I ,Lt - I I I . . . . i . . . . . , � . , __ ; . . . . . _j . . i . . . , . . "�- _ ri -rA-1 . w .." - - ,',,I / - , - I . \ \ \ \ \ \ � \ \ \ \ \ \ \ \ X \ X \ %. x ,� % % % . �&�� � �� �� \_ �� I I I I - I H. / \ \ \// / .// A ///// /////i/ ////////// � 1 u a I _ fi 1 0- 0 n`i ' �' 0 c° /-1...) I I If-%L_ i i M� 1, - - . --- - ' ' -' -- - �T.... - . . . . . . . . . . . . %*O.:... � " ...%,;.:, . .,.:. %., ":* -�- . . i . . . � . . . n a . . I . . v .4 z W • .. � » . � •, ::. 15 MAX 0 TAPE . .. J.. v. i . ►, •• • .�'j. �` �'r.ti �`'.t.:,• :,•.. . ....` j . . c� mot-.:. : e.•.. .,>' s,�C r'►�,'a_.'.•f-f . 0 TAPE •• • • 2. `r r• • t. r. N' i..� a�, 1.r' . . 0 oa' .1 • .+• . �..• +'• •� y r�...j.ti ,..�•r•.. r.t.�..`• a tr►�+; •: i 1� _ 1• tel: (f +; • . .•t .� . +•. .: L.• +•: ..• 't• .,• +t.,...,.;• . +• r, . .%, . <•' : .L = .\ 1 •�' i •'. •, • i; .» •. . . �'.y it - J r �. t ♦ +.:. • {t .. • ► +•......' '.t • • .+. t.� •j:. - . ':1 % 1. v.• r •.i t• v.•• e. •..' .�.. ♦ .• •.; ,'+...• ` �� :•.••1• i ''� + ••' +.'� :' .: .•. ' .%# .,. .1 �LtL::y at •:.'1l. •t. • .•• • t M . • • • • .7 • .+'.1 • +• • j.. M; +• •} f{ ,.J ♦ ... • w., '� .• •�. + �'�, .• .�s `� �•. �J� } . , A r'. ' ♦ . •t •.r t •+. • :.�,•ti, i' •' cV: O O O 'j ;r L•,.i.'i: • .. •' +• .ti '� , \. ,,+•S.. .. . ..• •r i� •.. . . .� '. �. .. .`•.r • '• +w • .'• ,' . { .•• L ` �, •1� •. •..: t: ,. ►; t ) •• .. •; '.i. +. ..�.:«. O r.1�� Ii. : }• . rt r ' 1 .• �••! ' � • •. . .. ••r •. • • • •. •� • , t..•••'.� • . . t-'• 'r •• - �.:v•• r '• - • +•'r3s •'�_" . _ . . • • • • .• • •. ! J • , I . _ . . • • • • •• • • • • • • • • • 1 ' . • • • • • • • . w� �•�� .r..r i �. 4 � r� s 0� 4 � � � . . r. 4 � � � � wm � . ..rte. 6 . 4 � t � + 4 � rm qm+. .rte �. � w �� � � . . } _ 106th STREET . . . . . 106th'STREET . • . • . .. .. .. . EET . . . . . , y . . : . . _ . _ . i . . . .. .. .. . . . . . . ;. O _ . .. . . _ - i m o . . . O I o O z N. ' O . . . . . .• . .. . . .. . vo . . . _ i . .. . . . .. . ; n - . . o. ' .. , . . . I z 10-ft%. . . i . . . � 1 oa' . oa' oo' :. � . . . I . . w' �> o o C X .. . D SCHEDULE_ j O o _ w o ` -ni �' . O SIGNAGE II � 1 ._ O PHAS 0 . t t z . 2 _ . . . to co K)0 -. � i .. .. � . . . . t1) . � I . . . t . %.** .�N' ° - .2 -GO-- (36x . . 2 2 18) END CONSTRUCTION � . v 0 . . . . . �i , . . . . . I . . . . . . . . . i I . . .. . . . � . . . . o 0 I o co c� . 1. ``' o o X. - 2 - W20 -1 (36x36) "ROAD CONSTRUCTION AHEAD" I . N ' 3 W N z ' V . w v X 2 W20 7 {36x36) FLAGMAN AHEAD � r ' p z c� . . . . � . . Q o n . - .. .. I . . . . I t . I . . . . . . . . . 1 '' = 4 0' i °' . ' i - 2 - SUPPLEMENTAL PLAQUE (24 x 18) 100 FEET. ' ... . ' ' . . . � . . I . . . . . . . . . I . I . I . . . . I . . . . . . . . . . . . . . . o .. . . I . . . . . . . . . . 3 Call 1 -800 -382 -5544 . . . . � . - . 1 . . - 2 - W20- -4 {36x36) ONE LANE ROAD AHEAD" 0 20 40 80 " . i i f i i I 1 ! i ! t : . I . � . . . .. 2 WORKING DAYS . t . ' BEFORE YOU DIG. . . • . . . . . . . . � 1 1 . . . . . . . . . . . . - 39 DRUM TYPE BARRICADES {INDOT SPEC. 801.09) I' . . . . .. . . . . . . . . . . . . .. SPACED AS NOTED WITH TYPE "C" STEADY BURN - LIGHTS. I . .. . . . . � .. . I . . . . . I . MAINTENANCE OF TRAFFIC NOTES ,I I . I ' . . . I ... . . . DURING THE COURSE OF CONSTRUCTION, ONE LANE REDUCTION WILL BE. ALLOWED BETWEEN THE HOURS .OF 9 amr . * AND 4pm. ' . CONSTRUCTION ' MUST BE' COMPLETE WITHIN '0 I DAYS AND THE LANE MUST BE REOPENED AT ,THE END OF EACH ' DAY THAT IT IS { CLOSED. ' ' . . THE BARRRICADES SHALL BE MOVED TO THE - E GE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR U OBSTRUCTED TRAFFIC FLOW THROUGH .THE CONSTRUCTION AREA. . FENCING AND BARRICADES ' SHALL BE PLAC . ED 0 AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONS RUCTION. • i . ' THE ROAD WORK AHEAD SIGN SHALL ALSO BE � O AWAY . VERED OR TURNED FROM THE ROADWAY AT TIMES OF NO CONSTR dTION, .. i F I . i . . i . I . t . . . - . f . 5 i 1 4 THE MAINTENANCE OF TRAFFIC SHALL CONFORM T. O • THE- • STANDARD ' SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE- INDIANA MANUAL ON ' UNIFORM - T .' . I '' RAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS .DATED 2000: AND. SUBSEQUENT ' REVISIONS.. ' . ANY* DROP ' OFF ADJACENT ' TO . THE TRAVEL LANE WHICH EXCEEDS 4" MUST. HAVE ' .TYPE II. DRUMS WITH TYPE : 'A' FLASHERS SPACED EVERY 100 ' .. ___F - 3 2 . . . . I . . . I . . . . . . . . . � . . . I . . . I . I . . . . . . � . I . . . ­ . . , . I . . . � . . . . . I . . . »� T �� THE L�, �,� . . . . . . . . . I . � . . INDIANA UNDERGROUND PROTECTION SERVICE, INC. . . I . CAUTION!! ... THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON - THIS PLAN ARE. BASED UPQN ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. - THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BOVE- GROUND EVIDENCE WAS OBSERVED. THE, EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR_ PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" . 1- 800 - 382 -5544 1 . Q V.-4 tip 00 D) 'D to opt' u ND o �D . U W dq'dM'� E-+ 00 00 4' " t%zt4 o - Z .. .4 *-, .-.4 o 1 U M x m 0T0� 9 w W s. C/A .. w . f 4. . . O U W� .H A 11 T1 w .< z [T - I . . . P-4 "" . I . . I' . . I• . �_ . 4 . 094 0410 I . . r>4 ** - - .%. W a . . "�11 L .�:) O C/1 Z.jj ; 00 41. N A r 1 wMT. .Z . >. Z .< . ` , 1 I . w . ^ 2-- - C/1 t 4 W� o 2 U� rA . • I I k==4 >� H . L7 O� z W 0 . . V) . . o � . 5! in I - O-q O . . . .1 V..421 , u I . . omr7i 4_ 3 _0 - 0 C° .. o M 5' o cD pq o �1 Q- °'�pQV . U tD Z co Z i i- w� � to 0 L7 Z_ x c\j 0 3 0.° EO E � E w. Fo Q+ r o w u) X. to x _< Q-4 Q � r:� A U Ca >_ . m . E-• . Q . . W rn w- co . rTV�[ . Vt ►-� I . m1-�• z . rQ . .►V• �11 . ��-1 0 0.4 . . m w , . C4 - ```,\\x11111 I III/////// . .�```` S �' .S HINN �'z 'o `ST' '%t // %, .. �Q' �� ERF�'. q _ No. _0. 10200392 - _ _ � � A 1 -off STATE 0 F ' o�• , • �, '5:"e 0- F �N �, S _i S/ //� ONA'L . 11111!11111%X0 . �� 11 � I . . MMES K. SHINNEMAN P.E. 10200392 . . . . . LEGEND SIGNAGE SCHEDULE - "PHASE. 1 . . . . . . J . . . .. . . . NOTE: • "THE . ADVANCE FLAGGER SIGN IS .INTENDED . . l J . . . . • FOR USE IN ADVANCE OF ANY POINT AT WHICH A ' . Q = DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS - 2 -- G20 -2 {36x1.8) "END CONSTRUCTION" : ' .. FLAGGER HAS BEEN STATIONED TO CONTROL' TRAFFIC . NOTED WITH TYPE "C" STEADY BURN LIGHTS. . . . . . '. THROUGH A CONSTRUC . TION MAINTENANCE PROJECT. . °' F`11111111111 . . . - 2 - W20 -1. (36x36) "ROAD CONSTRUCTION ' AHEAD" THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER o O. = FLAG.PERSON -MUST MEET SECTION 6F . . � . . w 24 - . `Z� - - . . . .. . )) • . IS WORKING THEIR STATION. THE SIGN SHALL BE I IN THE INDIANA MANUAL ON UNIFORM - 2 - W20 -7 (36x36) "FLAGMAN AHEAD" . ' ' ' PROMPTLY REMOVED, COVERED, OR TURNED - TO FACE `° .--`° . . ' TRAFFIC - CONTROL DEVICES FOR STREETS Or_, U 'o c$ . . ' AWAY FROM THE ROADWAY � WHENEVER THE FLAGGER `° o 013 � It- , AND HIGHWAYS = .2000. - _ 2 SUPPLEMENTAL PLAQUE (24 x • 18) 100 FEET.' '. )) . IS NOT AT THE STATION. . . [,mmmq - o E,-.,' . � z w w - �.-o' - ` m 1. . �� . I*_2_ . 4 . E m r- '__' - I�DAI�t,ED WARf�INU 5C(�N - 2 " - W20 -4*. ' (3606) "ONE LANE ROAD AHEAD" . I .. THE FLAGPERSON SHALL MEET ALL R ' REQUIREMENTS' OF Q) �' to o ... . '. ..•• �..• .f _ - �'VORK AREA _ .. . . SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM I .- ..• .� ,.{ ,::.. PROJECT N0. - 39 -DRUM TYPE BARRICADES- (INDOT SPEC. 801.09) TRAFFIC CONTROL DEVICES FOR STREETS AND o _ l N - . �� '� t SPACED AS NOTED WITH TYPE C STEADY BURN . LIGHTS. HIGHWAYS DATED 2000 AND ALL .SUBSEQUENT REVISIONS. 1-11 m �, o o w . .. . ' o ?. 6 C,j �L_ =3 _< � . . . I ' . . . . . . z~ �m Qo wr . 0 . . . . . . . . 0 °�o� } - . . . . . . . . 10 9 . 8. . 6 .. . . . . � .. . I . . . . . I . MAINTENANCE OF TRAFFIC NOTES ,I I . I ' . . . I ... . . . DURING THE COURSE OF CONSTRUCTION, ONE LANE REDUCTION WILL BE. ALLOWED BETWEEN THE HOURS .OF 9 amr . * AND 4pm. ' . CONSTRUCTION ' MUST BE' COMPLETE WITHIN '0 I DAYS AND THE LANE MUST BE REOPENED AT ,THE END OF EACH ' DAY THAT IT IS { CLOSED. ' ' . . THE BARRRICADES SHALL BE MOVED TO THE - E GE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR U OBSTRUCTED TRAFFIC FLOW THROUGH .THE CONSTRUCTION AREA. . FENCING AND BARRICADES ' SHALL BE PLAC . ED 0 AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONS RUCTION. • i . ' THE ROAD WORK AHEAD SIGN SHALL ALSO BE � O AWAY . VERED OR TURNED FROM THE ROADWAY AT TIMES OF NO CONSTR dTION, .. i F I . i . . i . I . t . . . - . f . 5 i 1 4 THE MAINTENANCE OF TRAFFIC SHALL CONFORM T. O • THE- • STANDARD ' SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE- INDIANA MANUAL ON ' UNIFORM - T .' . I '' RAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS .DATED 2000: AND. SUBSEQUENT ' REVISIONS.. ' . ANY* DROP ' OFF ADJACENT ' TO . THE TRAVEL LANE WHICH EXCEEDS 4" MUST. HAVE ' .TYPE II. DRUMS WITH TYPE : 'A' FLASHERS SPACED EVERY 100 ' .. ___F - 3 2 . . . . I . . . I . . . . . . . . . � . . . I . . . I . I . . . . . . � . I . . . ­ . . , . I . . . � . . . . . I . . . »� T �� THE L�, �,� . . . . . . . . . I . � . . INDIANA UNDERGROUND PROTECTION SERVICE, INC. . . I . CAUTION!! ... THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON - THIS PLAN ARE. BASED UPQN ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. - THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BOVE- GROUND EVIDENCE WAS OBSERVED. THE, EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR_ PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" . 1- 800 - 382 -5544 1 . Q V.-4 tip 00 D) 'D to opt' u ND o �D . U W dq'dM'� E-+ 00 00 4' " t%zt4 o - Z .. .4 *-, .-.4 o 1 U M x m 0T0� 9 w W s. C/A .. w . f 4. . . O U W� .H A 11 T1 w .< z [T - I . . . P-4 "" . I . . I' . . I• . �_ . 4 . 094 0410 I . . r>4 ** - - .%. W a . . "�11 L .�:) O C/1 Z.jj ; 00 41. N A r 1 wMT. .Z . >. Z .< . ` , 1 I . w . ^ 2-- - C/1 t 4 W� o 2 U� rA . • I I k==4 >� H . L7 O� z W 0 . . V) . . o � . 5! in I - O-q O . . . .1 V..421 , u I . . omr7i 4_ 3 _0 - 0 C° .. o M 5' o cD pq o �1 Q- °'�pQV . U tD Z co Z i i- w� � to 0 L7 Z_ x c\j 0 3 0.° EO E � E w. Fo Q+ r o w u) X. to x _< Q-4 Q � r:� A U Ca >_ . m . E-• . Q . . W rn w- co . rTV�[ . Vt ►-� I . m1-�• z . rQ . .►V• �11 . ��-1 0 0.4 . . m w , . C4 - ```,\\x11111 I III/////// . .�```` S �' .S HINN �'z 'o `ST' '%t // %, .. �Q' �� ERF�'. q _ No. _0. 10200392 - _ _ � � A 1 -off STATE 0 F ' o�• , • �, '5:"e 0- F �N �, S _i S/ //� ONA'L . 11111!11111%X0 . �� 11 � I . . MMES K. SHINNEMAN P.E. 10200392 . . . . . .. . . u . J V l J O (D. o F`11111111111 . . . . . 0 I-� % . - P-1 - p . . w - u -Z . . � . . w 24 - . `Z� - - w� . . . .. z (.') - W . �� * - �� ... , w d . >111111111 ' - C/) . - Or_, U 'o c$ . : .. FMNNI' i W u 013 � It- , oZ `d . . [,mmmq - o E,-.,' . � z w w - �.-o' - ` m 1. . �� . I*_2_ . 4 . R__ . to . . - . . . d ... � � ..11111!!� -12.. . -14 . W � a Q-'j co � F 4 0 SHEET N0. .. .. PROJECT N0. w06.0166 - . . .. . . . . . . .. ......----.---------.-..---..--------,. ____ - . .- 1.1-­_ Ir - I -_ I . i r t . . : . 7 _. __ . - . . . . - - ! . . . . . . . I . . . . . . . . . . . . . . . . . I . . . . I . . I I . . . .. . : . . . . . I • . . 10 . 9 - . 8 • ; . . . . . . 6 5 I 4 . II 3 2 . :. 1 . . . I . . . . . . .. . . # . . .. ... MIN. 6" TOPSOIL TO ENSURE . GREATER THAN f5' (1) (1) MIN. 1.25 "Bc GRASS GROWTH IF NOT UNDER - . MIN. 6" TOPSOIL � • NOTE: ALL PAINT TO BE NON-SKID. ' BLUE SURFACE - 0 V-4 \0 00 BLUE SURFACE � d. 0 LESS THAN 5 (2) {2) 1.25 Bc + 12 (MIN.) pgyE�• TO ENSURE .GRASS ! I SURFACE APPUCA11oN of clucA SILKSCREEN - WHITE LETTERS SILKSCREEN WHITE LETTERS GROWTH IF NOT 10 DIA. R GLASS BEAD BY METHOD `Q V TT . i- . . GREATER THAN 5' (1) UNDER PAVEMENT I . of MIXTURE AND OR BROADCASTING.. . . . ' . . . TRUNK LINE . . . No `O U - /_ . LESS THAN 5' (2) �o M N W . 1 - "- "I_ I (1- �TT, LATERAL MINIMUM S' PROPOSED ADA SIGNS �• �• to -4 . 00 slzE =s" NOTE: ALL STRIPES TO oN 3 DIAMETER POST 00 00 �' H EDGE OF PAVEMENT, CUR I_ 16 I - I I �_ A MINIMUM 4" DIA. PIPE CLEANOUT SHALL BE I BUILDING LATERAL 1 BE 4" PAJNTED .WHITE (SEE SIGN DETAILS . MM -I I 1- INSTALLED WITHIN THREE {3) FEET OF OUTSIDE MINIMUM SIZE =4 ' » ) 0 W GUTTER OR SIMILAR ( EDGE OF PAVEMENT, CUR , =1 18 R . 4 9 .� STRUCTURE 1= ' BUILDING WALL A PLUG SPECIFIED BY THE PIPE 1 /8 BEND. �A M . 00 . - ' • •GUTTER OR SIMILAR STRUCTURE 1.25 + 12" •MIN. I =) MANUFACTURER SHALL BE USED TO ENSURE � � - ! � 7" � � - � � - � � - IN THE PUBLIC RIGHT -OF -WAY 1 % WATERTIGHTNESS. I 20 • PARM40 18 (2) "B" BORROW OR EQUIV. GRANULAR A _ �+ . .. MATERI L COMPACTED TO 95� _ 1 ---i .•- ,�, �' . _ O .Y- . . . w W STANDARD PROCTOR DENSITY 3'Y j•=,� a (1) REGULAR BACKFILL (2) B BORROW OR EQUIV. GRANULAR MATERIAL . .. (1) REGULAR BACKFILL . . I 4" TYP . . ( ) 1" RAD. 1» RAD COMPACTED TO 95� STANDARD PROCTOR ALL CORNERS U c DENSrn. MIN. 12" I coMPAC11oN I ALL CORNERS OF GRANULAR BACKFILL IS CRITICAL 1 o Q B = OUTSIDE DIAMETER . . .. .. NOTE: UNDER WYE AND BEND. IF PROPER COMPACTION I N _ Q . 7 / CANNOT BE ACHIEVED. PLACE A MIN. OF 6" OF �__. 12 12" . Bc = OUTSIDE DIAMETER ALL BEDDING &INITIAL BACKFILL 1/8 BEND D = INSIDE DIAMETER _ CLASS B CONCRETE AROUND 1 8" BEND. I I z I -y CAR . PAR K I N G SIGN VAN . P D _INSIDE' DIAMETER SHALL BE INSTALLED IN 6 TO 12 AR K I N G SIG N 'A A PARKI d -DEPTH of BEDDING d DEPTH. OF BEDDING . " N C_,7 e BALANCED LIFTS �A MIN. 9 CLEARANCE i - >-� - - NOTE: 12 "X 18" 18 GAUGE HOT DIP GALV It . MATERIAL BELOW PIPE , . � MATERIAL BELOW PIPE - SHALL BE PROVIDED ON EACH SIDE _ . � � . 1 /6 ec OF' THE INSTALLED PIPE ISYMBOL ANIZED .I NON REFLECTIVE SIGN WITH 12 POST DRIVEN 4 FEET . #8 CRUSHED STONE OR . . . ' d D d MIN. APPROVED EQUIV. CLASS i . . .. 1 I NO SCALE INTO GROUND. POST SHALL BE 12' LONG . GALVANIZED . C4 � - . 27" & SMALLER 3 BEDDING MA 4 3. FROM SERVICE WYE I 1 .. 2 ° 3o To 60 4 TERIAL HAND BUILDING (TYP.) I E 1 /2 OD STEEL POSTS PAINTED GREEN TO MATCH >� ALL BEDDING &INITIAL egcKFILL SHALL . TAMPED OR. WALKED INTO D d MIN. ' . 1 LIGHT POLES 1. BE INSTALLED IN 6" TO 12' BALANCED fifi . & • LARGER 6 - PLACE . . • .. . . 27" &SMALLER 3 . ' . _ . ! ES SET. BOTTOM OF SIGN 7 ABOVE GRADE r " " W FINISH GRADE 6 R 1.5 1 " I ' (5' CAR) . LIFTS. A MIN. OF 9 CLEARANCE "B" BORROW OR EQUIV. GRANULAR MATERIAL � 30" TO fi0" 4 FINISH GRADE � • SHALL BE PROVIDED ON EACH SIDE OF COMPACTED. TO 95� STANDARD PROCTOR 1 + 8' 8' MIN VAN g' !� a 41 THE INSTALLED PIPE. fifi &LARGER 6 1" C.I. LOCATOR ROD •° • - " ADA SI_GNS . �.. „ . . DENSITY. MAGNETIC TAPE i ADA P . i , fin III- 4 TOPSOIL ARKI N G SPACES , - .. (NO SCALE) . • . o . . . �4 ol . . TYPICAL BEDDI N INSTALLED PER SECTION I I I . . .. . . . G 'SECTION • & H NO SCALE 7.02 -C I PAVEMENT I .. (NO SCALE) ' . . N i . TYPICAL- BEDDING SECTION RCP PIPE I PLAN VIEW- I= :��� . =1, EXISTING � A 4. III GROUND W z NO SCALE i ° I TOP �' . . 100 �/ � x � I I • . (- . ) - • - . • ' � I 1 . • •,� '� 22" - �� OF CURB - '. - � - �. ' ' I I EARTH W . I - BACKFILL I . . - I ! $ , -4 . (= - ,'V/ CONC. WALK W • MIN. - • ! • I I- • ' _ 1Y1/ 94 . . . . . . . . .... . I FALL- 30 , I ` .. '.. � . a • . • - - � •: • VVV � � . 1 /4" PER FOOT • :4 a I i I I- _ a ':: .. . y �Y F-•� Nv V �� . - a I ((� PAVEMENT ,'/ W 1�, /W W F"� E"{ . . . . ��/ BELL HOLES SHALL. BE - RIGHT -OF -WAY I 1 ' .. TRANSVERSE EXPANSION JOINTS �Y r �' W 1f,{,/ BOTTOM �' W . . V �N V / PROVIDED UNDER PIPE LINE , 0 . . ��/ N �/ 9• . . TRANSVERSE- CONTRACTION JOINTS . - OF CURB . Q�' . • � ° , / o ,11:v ;� / / ELEVATION 2 �, - ' - \VY 1f 0 \ \� \� SHALLOW'SEWE 1 _ . . . / . i 1-0 , �lj . . . . . . . . . . . . ' CO WALK • 06AN o _ CURB JOINT P� . s D ETA I I_ Lo �- \ . . . . . . . \ \ \ ERVICE CONNECTION FOR i 6 CURB a s _ `fV Rs ETAI L . R Z' \ ; I `VV \�' (LESS THAN 15 DEEP) . . . ��yy `,'' NO SCALE Q rTl . \VV \� \ \ �. . • (NO SCALE) (NO SCALE) . . . . . . . • . . SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST AND MEET . `V� / \ / \� . I i . ' kn . co IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES \ v \ \ \ \\ I ; I . a . FOR STREETS AND HIGHWAYS. / . . .. I - • • . ' H . . / / / o . � \� \� \ �' . VARIES (SEE PLANS) . . ASPHALT . 6 CONIC. CURB I . /� /� /� . �� �� // // // NOTE: I ` g�� PAVEMENT. DOD / �� LATERAL CONNECTION TO CLEANOUT . , I 4- .. \ \ \ a . . ' . t SCORE O : . STOP SIG N 2 � X � � /\ \ \ / /I STRUCTURE TO BE 'WITHIN 3.0 . �,,/ / \ \\ z . . a . . • _ .. �� // 4 . _ . . _ \ \ \ (THREE FEET) OF THE FOUNDATION WALL.. I „ . . . . (NO SCALE) \ . .. '4• / / / 1 4 PER FOOT 1 . / SLOPE RAID. N 3500 PSI CONCRETE ` : ' ' ° �� /� FINISH FLOOR . . .... . CURB. TURN . D OW N FOR A. w D .A. ACCESS.- \\ \\ \\� o v ,° 1 /8 "RAD.° NO rn - ,• • , NEENAH CASTING R -197fi �- p• S A C LE Q 4 / \/\ %\ Q I I ( ) 3 -o d a / / /j OR EJIW 1578 FOR CLASS A CONCRETE D =o . w T.G. ELEVATION _ . • p v. . o� 2 -0 • I / s, 0 , S ° v 4 , a ° \� \� \\ , ' ' •' OUTBID CLEANOUT IN PAVEMENT. cp cn LOPE �/4 „/ \\ \\ \ -I GRADE 4 i I_I ' . _ �, o rA 12 EENAH R-3286-8V OR APPROVED EQUAL /� / I�- ,�-, • . _„ �,,,_ I I- . ; . \ \ \\ .. . I i I, � ,_ . .. I . Op . . . . Q' 4 ° .� . . E q � U w �' �' Q _ . DUMP NO WASTE - DRAINS TO WATERWAY. a . • / � I N . \ \ \ " =T' CONCRETE = 4 • 4 U co I z L W �\ /\ // -I ( ( ENCASEMENT ; ITT PAVE • ° ... ° . 4 .4 , W o Z _ Z x N co ' . I I EMENT a 3 v rw ca 4 COMPACTED .-, 4 / / //� r I WHEN 1 1 - II , . ' . PAVEMENT / . - .. , GRANULA . v .. �. " o V2 ¢ , w / \ \ III ALREADY IN R BASE . • \ \\ �� _ . 6 FIBER ADDITIVE a � cco w V) lx U) x o .III * 11 PROPOSED RIGID } a REINFORCED CONIC. a Ia o Q q v q • A . / // . _ ( , . SURFACE f _ 1 f F i i- - D P ,o . 0. • p PERSPECTIVE VIEW CLEANOUT PLUG &ADAPTER . .H a, F I I. 4 ° 4 4 .4 o •, o , \� \` \\ \\ \\� EARTH UT AWAY _� , �; 11=1, 4„ P.V.C. PIPE I �, _ a ° / % / ..C. Y l,o 6 .. . o. 2 STONE � / / // . :II! • . I . . . m . 10 / / / / 4 - 53 STONE o' :. - %.. 0 /�� . ` .' 1 /. STREET 6 EN I " # CRADLE SH�,LL BEAR ON . \\ \\ \\ �\ UNDISTURBED EARTH ; . ' ; . •.1 I - - - - - - - INTEGRAL _ _ w . 1NALK AN __ .0 \ \ \ \ D CURB - DETA I L E_ � -III ,. 9 � / // // // // // 4" X 6" INCREASER . I .. - ,-- - - : , -Ill- •¢ I �• ' � III � I I- � � / / �� - � � - - W • o� 30�, SQ. ''per ,=I I i I \ \\ \ \, 13, NO SCALE �' Io• :v %) �\ \ \ NOTE: = m INDOT TYPE E It.. I • // // // TO BE USED• WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE 6" PIPE _ . �, I I I � ; INLET BOX V. , 6 ( ') / \�� DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY (SEWER LATERAL) i . . . •lr I •• '.0 •" \\ .SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND 3.0 .. - 1 .Q 9 . IEEI ( -- .O . . CONCRETE PAVING SECTION _III � � � v. , i BOTTOM OF TRENCH . .. ALL OTHER PIPES IS 18" OR LESS, PER INSPECTORS .(MAX) � ( ) - I - - Imam- � ' ' - � - DIREC110N, OR WHERE NOTED ON THE DRAWINGS. A . - - � - - . � • (NO SCALE). . o ' MINIMUM CLEAR DISTANCE OF 3' MUST BE PROVIDED TO � :. I .• , Y . . . I M A. TYPICAL CLEAN SECTION' i :., . d OUT 0 :. (I ( o , VAR. PIPE SIZE MAINTAIN STRUCTURAL INTEGRITY of THE CONCRETE. . ` , d a • • 18 MAX. STRAIGHT CONNECT TYPE I ' 11 ') I=El v . - (NO SCALE) . . I , ' . . . , ' .. d- . ' .. : , d : , 4" ASPHALT . _ 1.5 » -H.A.0 . I 1 5 MAX. SKEW /CORNER I ...'a .. .. .•,d-- . #11 SURFACE ^� (( V' v . '� p V. A 9 ' . . ° CONCRETE- D R A D L E DETAIL .. !- 1.5 H.A.C. #8 BINDER . O 4 #53 STONE (COMPACTED) INLET BASE SET -- I p .'. . �o Oo o _ ON 6" OF #2 STONE (NO SCALE) ( 3 LBS. /FT. GALVANIZED CHANNEL _I j I_-_ _ _ _ _ - _ _ _ _ Il, -A/-\ ,)I SIGN POST PER INDOT STANDARD III -III; ,, 1 I, ; ,� I I. I I �1 I I -III _III -1 I, �I I. 6" - 53 COMPACT ACTED AGGREGATE W - � � � - SPECIFlCAl10N SEC. 910.14. - � � ' � f � � . ................... ........... -. � . / \ PREPARED SUBGRADE - v� . !! !! ................. y NORMAL GRADE 1 4';, / 1 FT. .. . . . . . MINI -j *-. . / % /, / /, / MUM GRADE /8 / 1 - FT. - _ � � _ _ - - - .� II- - - - - - . �c I - - - I I CURD INLET TYPE E i_ I I . I 111 -1 I I-1 I I-1 I I- I I _i I I I_ III -III- COVERS SEALED •MIT lI-. n .. . Q IN P LA l NOS 5.2 S C E �� L T I U S E AS P HALT PATH GAL ( E) , . ;l _. . NOTE: I ti -�--- Q . ; . COMPACTED SUBGRADE BELL HO A . . LES S HLLB\' ADJUSTABLE :: E . .:... - ` =': ° PROVID - _ NO SCALE rn CAST IRON ':.'...`x... CAF z _ ED AND THE . _ ( ) TRENCH PREPARED SO ! z . VALVE BOX ::::.:�A....;. COVER THAT THE BOTTOM IS - o .. _ . . I DUTY- ►� EAST JORDON „••._ . , PROPERLY SUPPORTED • - G S N0. 6860 THROUGH ITS ENTIRE �► . T.C. ELEVATION . USE 6 PVC* PIPE LENGTH - . W . I .. Cr. U N L NOTE: ESS PROVI 0 D THERWIS E EX A E P NSI ON STRIP AND S r., EALANT P 1 S _ L o .... PE 1/4 / �• _ SPECIFIED _ - _ - x ADJACENT BUILDING AND EXISTING CURB . PER JUNE 2006 GEOTECH REPORT EENAH R --3286 8V OR APPROVED EQUAL 'I 11= 1 I I-.-) I I I -1- o . "DUMP NO WASTE - DRAINS TO WATERWAY" - - .. I- - = FROM PATRIOT ENGINEERING (NO SCALE . --1 I I_I I I i I I_ ) ���� 11, t I I I I I Q 1 2 PREFORMED JOINT. \ ( =I / FILLER / . . r \\ / . S I S OM ETRIC I' H / . ... .. I I -I _ N _? _, , . 1.5 H.A.C. 11 SURFACE . �� �c.S N ��i - PAVEMENT -o T.C. ELEVATION i # �� � F �� S 0. 9 , p , COMPACTED � SLOPE 1 ,, .. I DRIVEN Q •- , T FRF' - WATERWAY" 'L � COMPACTED BACKFILL. TRANSVERSE JOINT N 0 ° -- . . BACKFlIl LONG RADIUS CURVE PAVEMENT I - .: t ° . TO NATU RAL `90. . . . . GROUND } �; : _ a 4 - #53 COMPACTED AGGREGATE - = #2 STONE I .0 0 . - 00392 . . . - S. . STR E . . _ _ NOTE: SIMILAR INSTALLATION FOR CURB BOX OR 1 I E T D � o SIGNS - POST ET _ . I-• AIL STATE 4 AE OF �� # �' 4" - #53 COMPACTED AGGREGATE • � � t�, �� , SERVICE LINE I I ''; �, I I NOS O P.•••'.' ` _ , o __ ; W. I _ (NO SCALE) > PROVIDE 2% CROSS SLOPE W . -I I = - _ _ - _ _ - - - - �i� •�` .,NpIAN. N `'N 1 FAO of Z AWAY FROM BUILDING i I I I_I I ITT I I =1 I I -1 11= I I i -III .I 11. ,III i 111- ��,, ASS • ��1� �\� =III � ' 11 �� -I I I I I •I- PLAN . 111 •. i z E CURB z: z I \ (n A 24 W I i .v � 1_1 I I T Y P I C A L o I I► `� COMPACTED SUBGRADE / ♦� �1�11 11�����` o � ►itr ,z -� , . • INDOT TYPE A .. � • .. - . • �o z .55 •. � s (TYP.) - TYPICAL BUILDING CONNECTION - - I . : ' Ill- I W m �, III- INLET BOX _ ' . . 24 "x 36" M .. (- . I 5 REBAR 1 - .. � �-�'l VALVE BOX INSTALLATION I f III- To MAIN SANITARY SEWER w m H • I I 1 INDOT TYPE M ,� A . .. Y I I IT .� TY H34 AS L ALT E CAS ,%-.,, NO SCALE •v . m , 6 (tYP•) / a =1 I I ( ) . . . • _ (NO SCALE} , • INLET BOX Q ... -_ . . I . o .. . • •V% I I TRANSVERSE JOINT °O JAMES K. SHTNNEMAN P.E. 10200392 I IM .. _ Q .. I I .. . . . .PAVI.NG, ... . . . . . N E NAH E R 3 405 OR EQUAL PER JUNE 2006 GEOTECH REPORT III ` ' VA ! SIZE . . . . I . . 18" MAX. STRAIGHT CONNECT sEE� FROM PATRIOT ENGINEERING (NO SCALE) I I I 15" MAX. SKEW /CORNER NOTE 2 .1) VAR. PIPE SIZE i - -� P ' n A /SHORT WAL/STRAIGW, . . 24 MAX./SHORT ; �E o 1/2* PRY 'ORf,EED J41Ni FILLER ' LE 1: a ', • PIP£ SIZE ► �� (DUI 'F') PIPES UANHOLE (DIA •F') PIPES 27" MAX. /LONG WALL/STRAIGHT, E D a ' o '' P o • . ' P o D � •4 . '•' s d ENTERING AVING AT 0 -45 ENTERING VIN A .•► . . v � ' . ' (DIA. G7 ENTERING/LEAVING G T 45 -90 15' MAX. /SHORT W SKEW CORNER E�GE �� • ° 4 • DEGRffS 9 ' q r - 18 MAX. LANG W WALL/SKEW, , 11 SURFACE INLET BASE SET - ..: °: w • . DEGREES - :, ➢' • . - , - / AWSKE'+, , 1.5"-H.A.C. # 0 9 ► { I 5 "- N.A.C. . �,�(1�R� (I�,�• %-( Y,,0„�Qcc ON 6" OF #2 STONE _ - . -. • ' �'° ° ' a 12 ° -21° . 48° 4s" z) TWIN INLETS sr .E BE INSTALLED SIDE 4.0 MIN 8 BI nn # BINDER, V .. �' A. 4 y . . • .- J : 24 48 INLET BASE SET ��o ooQoo OQOOO �C>oO�C�OC BY SIDE AND CONNECTED WI14 12' RCP. . 6 �' . r ; ` < d to fi0" ON 6" OF #2 STONE . b l . i 7" - #53 COMPACTED AGGREGATE I PRECAST CONC. PARKING ' <: ( 3) PROVIDE: UNDERDRA►N OPEMNGS WHERE 4° CONCRETE - - - 27' -30' 60" 60" LQT Stt01Vf t ON PIANS. F d ° ' BA d BRIER -WITH 2 -3 REBARS CURB I u - I LET, TYPE A ' . a :.° ... • -• � . : � - 33 ° -3s' 60" 72' 6" CLASS "A" CONIC. PRECAST OR POURED IN • � - . � • �. a ❑ ❑ ❑❑ ❑ ❑❑❑ <. PLACE. USE 4000 PSI CO NC. _ - _ 4 ° -�53 COMPACTED AGGREGATE cL 7" -- 2 STONE NO SCALE w I ( ) 6„ CONCRETE. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4r 72" s4 -1 i 1---i I �I I I -1 I �I I h I �I LI =III =j = - - I !_,11 X111- •' ' • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .,1 .•: 48• 72" 96" • I 4 . , i r- C URB. I N LET TYPE M -I i i l_I 1 =1! 1 =Iii -1 l -1 1 1 _I I,, lil -1 I I= s,- w 6 -1 J , 4 i+ i_ .. . w .. , " ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 54° 9s" t os• ___.__ PREPARED SUBGRADE , , ,- 1-44 V-4, 4 1 -44 1 -4 2 -10 1 2 ❑ ❑ ❑❑ ❑❑ ❑•❑ COMPACTED SUBGRADE . . 4 -g ",} "8- - SLOPE SLOPE • 60" 96" 108° I . . . . . ENO SCALE) d• .. 4 , ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �.J , ,. PARKING' BARRIER TYP . ICAL SIDEWALK ...�.. ❑ ❑ ❑ ❑ ❑❑ S ECTION . .. I .. . .R .- o co �1N P AV IN . G SE CT 4 : - . .. ,,• ., FINISH GRADE OR PAVEMENT NO r SCALE N . I . >� CIO - . N M 4; a .. - I I ( ) &JOINT DETAIL (N0 SCALE) _ . ; . -. •A . • CASTING FRAME &COVER AS SPECIFlEDr I (NO SCALE) �' 4. o R= ' -2 t 2' .. PRECAST CONIC. DUMP NO WASTE - DRAINS TO WAIERWl�Y • to C) i I a < •. ,�►• : '. ADJUSTER RINGS, IF ASPHALTIC MASTIC OR BUTYL GROOVED ON OUTLET END, f � i 4 .: . • ' -q, •' W < •• NEEDED (12 MAX.) RUBBER SEAL BETWEEN JOINTS. TONGUE END ON INLET'' . N • < • d �'' . ` tp ' O -� .. i . . . Y. _3 .4 .�•', • ..!,; , : _ ��,-4 END. tt 1 8 I .I M m : a _ '' . .•. .. 4° .. 4 ' .. STANDARD PRECAST MANHOLE CAP . . I S .O C B- D -C . �, I ° . 4 . .... ;, • . •, , d OR ECCENTRIC CONE. 4. �°F . DIA. T (MIN) A= C= D= = APPROX. ~' . 2 WEIGHT q . N ._3., .. 4 . . • • ••• • � • 1 �� STOP " • • E K= R 1 .,R • 12 C TO C MAX. . 12 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 8 9. 800 F.�, . . . Fmm CONCRETE END . N N 4' -0" DIA. } SPACING 15" 2 1 4" 7,. 41_0„ 6 ►_3" 2 fin . 1.5 12 1 2" 1 1 " 11-1 1100 d 6 . ' � - 6 FULL HEIGHT MANHOLE SEC110N I 18 2 1 2 11 4 -1 6 -2 � 3 -0 2' -6 1 /2' . I I ' " " 1.8 15 1 2" 12" 1300 - STEPS AS REQUIRED. � HOOK .3 _6 . . I PIPE CLASS "A" CONIC. BOLTS Q Q Q 21 " 2 3 1, " ,. 1 " " „ IC3 . N I N ' -6„ 4 11 3 -6 u _3 I'`a 3 -6 2.1 16 1 8 13 1500 a, /! , 1, , n , " �s CULVERT ° ° A 24" 3" 1 -0 20-811.- 61-3" 4'-O" 2.3 16 3/16" . 14 1800 • f- 4' -6" 2. -0 . . . . . . T . . . . . . . ===%.L !, - "s- 5 - - _ .. o 27" 3 1 4" 1' -1 " � 2_511 6,_3" 6 18 3 16" 14 1 2" 2100 �° 4" 1' -a" CONCRETE REDUCER CAP - ' 4.. It. . . - . I ► 0 30 ' 3 1/2"' i -2 1 -10 6 -3 5 -0 2.9 18 1 2 15 - r1 •. NEENAH R =3405 OR EQUAL ,� - - - I 2400 . N . - 33" 3 3 4" 1' -3" 3,_61, 8'_3" 5'_6" 3.1 23 3 4" 17 1 2" 4100 Q; RIP -RAP TO BE PLACED ON r � /� "" .N V 6 CONCRETE M N BASTE- DRAINS TO WATERWAY COMPUTED LENGTH OF GROOVE {OR TONGUE} TO BE THE CLASS A 36 4 1 -5 3 -1 8 -3 6 -0 3.4 24 3 16 20 4200 . 6 CONCRETE WELD SLID CAP CULVERT SIDE SLOPE WHEN CALLED - . . ' . SAME AS ON STANDARD REINFORCED ,CONCRETE - d - FOR ON PLANS. E +2T � CONCRETE PIPE, ASTM DESIGNATION 3" A TOLERANCE t 1 " . � � NOTE: � - . . _ T.C. L d. 53 STONE _ PAY LEN TN END SECTION C -76. R, I MANHOLE CONFORMS TO KNOX BOX BY G•C.j MOUNT OF CULIiERI' LENGTH (D) 6' ' � °• 2 WEEP HOLE 2' MIN: ASTM C -478 • . . it . PER MFR. I W � � . #2 STONE DIAMETER "F' " - BE BRICK BLOCK WILL RECDMMENDATIDNS. ADD I SLOPE DETAIL. SECTION A -A LONGITUDINAL SECTION colvcRETE IN THESE END SEC110NS'SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, 1-� �° . N MANHOLE PLATE FI]R AS SET OUT IN INDOT CONC. PIPE TOE ANCHOR A.s.T.M. DESIGNATION C -76 CLASS II, ( STANDARD SPECIFICATIONS). �+ 6 d WELDING /BOLTING KNOX CSI . 0 -RING GASKET , !;� . v . m I- . , -, , ,: ASPHALTIC MASTIC OR BDX � I . . REINFORCEMENT IN THE C POftTiON SHALL BE 111E SAME AS "SPECIFIED FOR REINFORCED CONCRETE A.S.T.M. DESIGNATIO - i° �, cn "III ' ( I I -I I >- BUTYL RUBBER SEAL I CLASS II, FOR THE SIZE OF CONNECTING PIPE. N e 76 E--� . N x ' • BETWEEN MANHOLE JOINTS i .. I • REINFORCE " ' . Emmoll ``' - ° I III-11 DIAMETER . "G" I REINFORCEMENT iN THE B PO ° " 1 30" x 30" PORTION SHALL c" j I I ( . ' • 6" (Np•) I " LL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL !N THE C E�� �' % �. 3 "' .' - I • � :: I I � h � - � 5,00 - - i g - PORTION. - � . ~ THE END OF THE PI �' TS 3'x3`xl/8' PAINTED RED PE CULVERT -v o _) I ( ' . ; Y SHALL BE PLACED IN THE CONCRETE END SECTION • SO THAT THE FLOW LINES ARE FLUSH. THE JOINT ° I I I , NVERT ELEVATION 4.00 II DIA: SHALL BE COMPLETELY FILLED WITH MORTAR. . . O O o . . III 7,00 �-' I- E� �, . . . Q 1 . . FINISH GRADE METAL PIPE END SECTIONS MAY BE USED IN 3:1 OR 4 :1 FILL SLOPE, CHANGE .TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0' [• 4. ca 0 �I I 1 - I WITH CONCRETE PIPE, PROVIDING THE " • . . IN LENGTH. - .. �„� �, :# . ; • , .. METHOD R .. _ . o _ _ _ I OF CONNEC110N IS APPROVED Q 2 ° °i � G � - � � !• � • ' • � • + • • '� • ' �' •' � •• t3" 24' (1YP.) 12" o.c, CC]NCRETE FCIOTING - BY THE ENGINEER PRIOR TO - o �; v � • . - � .VARIATIONS IN DIMENSIONS - 111E THICKNESS OF THE CONCRETE THE P OSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE C� _ •- 4 INSTALLA1ON OF PIPE. (EXCEPT IN o = SHALL CONFORM WITH THE• VARIATIONS IN DIMENSIONS AS PROVIDED IN THE E SPEGIFICAl10NS FOR REINFORCED CONCRETE CULVERT � Qi • •. 4" ' i• • . . • d `- STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION - '7 ?? � . . Q clo 11 � t' -t t /2° t'- 1' -1 t /2' - � � � i INDIANAPOIJS) • • � � '- - - •. � T10N C .. u E 61, o0( �0 $ o cb�o ( �o 0o INLET. BASE SET . _ _ _ - _ f / CL 3' -3' 0 -U 0 O O O -U 0 � - " - _- W Ix o -� r 7 o ON 6 OF #2 STONE I I 1I III I I I =1 I I / I I -1 I -1 ( -) I (- 1 i /2 "R. : ' 1 1 /2"R. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A . "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR •� Y METAL OR CONCRETE SHALL BE FURNISHED AND SHAH_ 8 �L, o i 1 -� I �= I 1 =1 I 1 =) I I a ° I ! I =1 I I -1 I h' SECTION Y -Y E AS APPROVED BY 111E ENGINEER, EXCEPT IN AREAS OF ACID OR MINE co 1 " ° ° ' I I I 1 =1 1 1 lw (f I -1 11, ° 1- WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. O 1 =1 11 =1 I I' 6 � 6 CIASS A .CONIC. PRECAST OR 8' ,,,w • .; : I I 1 =I I (- I Q, POURED INTO PLACE. d , a a CD ° 2,00 I I; I I i ( -1 I I; I .. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION' COMPLETE, BASE SHALL BE POURED IN PIACE . I I =1I I v =Ill- - SHEET NO. ,C:,) m TRAFFIC MARKINGS DETAIL 6" OF #8 OR 12 STONE---- TONE GRANULAR LEVEIJNG MATERIAL OR PRECAST. BOTH SHALL HAVE #4 ' I a CONCRETE PIPE TOE ANCHORS S A 11_ PLAN VIEW H LL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED REQUIRED FOR PRECAST BASE 4 IN THE CONTRACT UNIT PRICE PER. EACH FOR PIPE END SECTION." 0 10 0 ,� NOT BARS -12 O.C. BOTH WAYS. " . ° N �o LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED PAVED .AREA INLET - TYPE' E . �.- D .. _ . ±0­3 W m . IN ACCORDANCE • WITH IMUTCD. THE ARROW .SHOULD BE 20 FEET No SCALE . • . ( .. STANDARD STORM MH W SUMP I . Z I- ° IN ADVANCE OF THE .STOPLINE. THE. WORD "ONLY" SHOULD BE t CONCRETE . I- W KNa END SECT X Box DETAIL ION DET ( ) PROJECT NO. No scALE Q � w � LOCATED IN ADVANCE OF THE PAVEMENT- ARROW. - •- � � � - ALE . ° o . .. (NO SCALE) 10 9 8. w06.0166 7i 1 . 7 6 . . j . 5 I I 4 . . . . . . _ 3 2 . 1 . . i _ . . i __.._. � -..M._ ___-_..._-- ---,.. _.._._,-- --- __...r..._..•...,.,_ _ .. i _ _ • � . : . _ . . - - - -_.__. _-.-__- ._... -_.� _ �. w_.._.....___ . ' • - - - - i ' . . 3 O N U cD cp O t0 O U ch C E o v / r— c Q v cp r— cD O O cD O O N y - O v C N cn C O W � z m C L.L VO�C 0 U I 0 c E 0 0 U r 0) - Lo i r (o 0 0 0 w N O o N C L6 o ° (1) v N c ,-1,(J D _ 5-: CL W .(n � Z L 0 °��w U0 Q0 _ j 0 Q_ • io I e EARTHWORK SPECIFICATIONS: 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 c- SPECIFICATIONS. 2. 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, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. . 3. EXCAVATED MATERIAL- THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. - • 4. 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 TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 5. 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. C . B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS, 1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 2. STORM DRAINAGE SYSTEMS. 3. SANITARY SEWER SYSTEMS. 4. WATER SUPPLY SYSTEMS. 5. DRIVES AND PAVING. . 2. BENCHMARKS A) MAINTAIN CAREFULLY ALL BENCHMARKS,. MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. . 3. - PROTECTION OF TREES A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR 4- I THE PROTECTION OF TOPS, TRUNKS AND ROOTS -OF EXISTING TREES ON THE PROJECT SITE THAT ARE T0, 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. 4. REMOVAL OF TREES I . 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 FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL A) REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) . FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, 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 AND STONES. . 6. SITE GRADING A) GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. B) ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 ' FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING • AT TOP , AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL. BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. . - _0 D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. . E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. . F) . ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED. IN LAYERS NOT TO EXCEED 8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED .AT THE PROPER MOISTURE CONTENT. G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING • AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ' ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM. 95% MODIFIED PROCTOR). _ 7. DISPOSITION OF UTILITIES . U . A) RULES AND REGULATIONS GOVERNING THE-RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. - B) IS 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 RESPONSIBILITY TO CONTACT THE-OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE � ENGINEERS OF ANY CHANGES, ERRORS OR ' ' OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. . C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE . DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. . D) INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN _EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED T& THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY. THE ENGINEER. 8. SEEDING PREPARATION . A) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. . .. B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. - . lue a 7 SANITARY SEWER SPECIFICATIONS- PER CTRWD: 1. ALL HOUSES, BUILDINGS,, ETC., SHALL CONNECT TO THE DISTRICT'S SANITARY SEWER SYSTEM WITHIN 90 DAYS OF NOTICE PROVIDING A SEWER IS WITHIN 300 FEET FOR HAMILTON COUNTY OR 100 FEET FOR BOONE COUNTY OF THE PROPERTY LINE. ONLY ONE BUILDING MAY CONNECT TO THE SEWER MAIN PER LATERAL UNLESS OTI.IERWISE APPROVED BY THE DISTRICT. 2. NO FOUNDATION OR OTHER STORM WATER DRAINS SHALL BE INTERCONNECTED TO THE SEWER LATERAL INSTALLED AND CONNECTED TO THE DISTRICT'S SANITARY SEWER. 3. THE EXISTING SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK MAY ONLY BE USED IF IT IS LOCATED UNDER A BUILDING ADDITION, PATIO PORCH OR PAVED DRIVEWAY. AIR TEST IS REQUIRED TO SHOW IF ACCEPTABLE FOR RE -USE. THE PROPERTY OWNER SHALL BEAR THE COST OF ALL TESTING. THE DISTRICT - . INSPECTOR MUST BE ONSITE FOR THE DURATION OF THE AIR TEST. 4. THE OWNER OR CONTRACTOR SHALL NOTIFY THE DISTRICT PRIOR TO COVERING THE INSTALLED LATERAL SO THAT THE DISTRICT CAN MAKE AN INSPECTION TO DETERMINE COMPLIANCE WITH THE DISTRICT'S SEWER USE ORDINANCE. SUCH NOTIFICATION SHALL BE MADE 24 HOURS PRIOR TO THE NEED FOR THE INSPECTION. IF THE INSPECTION FAILS AND A SECOND INSPECTION IS REQUIRED, OR CONTRACTOR IS NOT ON SIT FOR SCHEDULED INSPECTION, OR FAILS TO CANCEL INSPECTION, AN ADDITIONAL FEE OF $100.00 WILL BE DUE. THIS MUST BE PAID ' ' PRIOR TO THE TIME OF THE FOLLOW UP INSPECTION. 5. PROPERTY OWNERS ARE HEREBY ADVISED THAT THE COUNTY BOARD OF HEALTH REGULATES THE OPERATION AND MAINTENANCE OF PRIVATE SEWAGE DISPOSAL (SEPTIC) SYSTEMS. THE COUNTY ORDINANCE PROVIDES IN PART THAT, UPON CONNECTION TO A PUBLIC SEWER, A SEPTIC TANK ?SHALL BE .ABANDONED AND FILLED WITH EARTHEN MATERIAL IN A SAFE AND SANITARY MANNER: PLEASE CONTACT THE APPROPRIATE COUNTY BOARD OF HEALTH FOR FURTHER INFORMATION. 6. ACCEPTABLE PIPE MATERIALS: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21; ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART 7. BEDDING: USE NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE AGGREGATE. FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO 6 INCHES ABOVE THE PIPE. THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES WIDE. 8. LATERALS SHALL BE INSTALLED NO CLOSER THAN 20 FEET FROM WATER WELLS UNLESS PVC PRESSURE GRADE PIPE IS USED MEETING SDR 21 AND ASTM D -2241. ANY PROPOSED INSTALLATION REQUIRING PRESSURE PIPE SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT AND THE DISTRICT'S ENGINEER PRIOR TO INSTALLATION. 9. WHERE A TRANSITION IS MADE BETWEEN SDR 35 PIPE AND PRESSURE GRADE SDR 21 PIPE, A DUCTILE IRON GASKETED MECHANICAL COUPLING SHALL BE USED. 10. LATERALS SHALL TERMINATE WITHIN 3 FEET OF THE BUILDING UNLESS THE CONDITIONS IN ITEM #3 ABOVE ARE MET. NO GLUED PIPE SHALL BE INSTALLED OUTSIDE OF BUILDING FOUNDATION WALLS. 11. ADDITIONAL INFORMATION ON DISTRICT STANDARDS AND SPECIFICATIONS MAY BE OBTAINED FROM THE DISTRICT'S OFFICE DURING BUSINESS HOURS OF S:OOA.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY: ALL DISTRICT STANDARDS CAN BE LOCATED ON OUR WEB SITE AT HTfP://WWW.CTRWD.ORG,[ CLAY TOWNSHIP REGIONAL .WASTE DISTRICT 10701 NORTH COLLEGE SUITE A. INDIANAPOLIS, INDIANA 46280 PHONE: 844 -9200 FAX: '844 -9203 12. SEPTIC EFFLUENT SHALL NOT BE PUMPED OUT INTO THE SANITARY SEWER SYSTEM. 13. THE DISTRICT SHALL INSPECT ALL LATERALS. PLEASE CALL THE DISTRICT OFFICE AT 844 -9200 24 HOURS PRIOR TO TIME OF INSPECTION. 14. CONTRACTORS SHALL LAY 14 GAUGE -SOLID WIRE THE ENTIRE LENGTH OF THE LATERAL. WIRE IS TO BE PLACED ON TOP OF THE LATERAL. THE DISTRICT INSPECTOR WILL VERIFY PLACEMENT OF THE WIRE. AFTER INSPECTION, -BEDDING IS TO BE PLACED ON TOP. 15. CALL BEFORE YOU DIG. . IUPPS 1 -800- 382 -5544, 48 HOURS PRIOR TO . DIGGING. _______..__.___.._..._._._.. --- .- . - -.._ ___-___. __.___...__ . i I 6 5 t . i i . i EROSION, CONTROL SPECIFICATIONS: ' 1 1 THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION 0 ;SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE ' ' PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN -THE EVENT THIS HAPPENS. i_ . i i TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WI L REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. E PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT H VE ACHIEVED FINAL AND FINISHED GRADE. E PRESERVE EXISTING VEGETATION._ ON THE SITE WHENEVER AND WHEREVER !POSSIBLE TO PREVENT TOPSOIL EROSION. 4 . I ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR T I THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SE VICE. ALL EROSION CONTROL MEASURES' PROPOSED ARE TO BE PROPERLY M INTAINED TO 4 CONTINUE THEIR EFFECTIVENESS. .. I IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. i . I DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OT ER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMA ED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION t ND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. E . . I i ' I THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. I i I E , E IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO 'MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING! DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT 1 COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORMWATER . . RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S 1 RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFIC OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT P TOR TO ANY CONSTRUCTION ACTIVITY.. - . 1 i . I FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE . PLANS. I 1 STORM SEWER SYSTEMS I . 1. SCOPE OF WORK I THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM TER INLETS, . . AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSA Y TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. I i I 2. MATERIALS - - . . F . . 1 . . A. STORM SEWERS: I 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-- 61 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C -443 LATEST R ISION. I . I B. MANHOLES: I 1. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AND STEPS SHALL CONFORM TO ASTM C -478 LATEST REVISION. . 2. CASTINGS SHALL BE OF • UNIFORM QUALITY, FREE FROM BLOW . HOLES, I POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS. THEY SHALL BE SMOOTH . , . AND WELL- I CLEANED BY SHOTBLASTING OR BY SOME OTHER APPROVED METHOD. FHEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH C6A`TING. TOUGH AND ! TENACIOUS WHEN COLD, -NOT TACKY OR BRITTLE. THEY SHALL BE GRAY I SON MEETING ASTM A -48 LATEST REVISION. . I . 3. JOINTS - MANHOLE SECTIONS SHALL FF_ JOINTED WITH RUBBER TYPEI GASKETS. THE RUBBER TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION . 0 . I . I C. SUBDRAINS: - 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D 3034 SDR 35, ASTM D 2729, OR ASTM F - 405. . 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 6OMPLY 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. I i I B" LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN! MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE CITY OF CARMEL . . I i. 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. li I D. WORKMANSHIP: TO CONFORM TO ALL LOCAL STATE AND NATIONAL CODES AND TO BE APPRVEB O ENCIES HAVING JURISDICTION. . i E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY 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 i0 I PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WI H OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO I I CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH - DEWATERING TO DRAINS OR NATURAL DRAINAG4E I CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN- THE OPINION OF THE ENGINEER, lTHE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWEF S AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, 1N( ADDITION TO THOSE SHOWN QR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. I . i G. BACKFILLING: " FOR DEPTH . OF AT LEAST 12 INCHES ABOVE THE TOP ;OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR. MATERIAL FREE FROM LARGE STONES, * i ROCK FRAGMENTS, FOOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACK ILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STRE4ET SHALL BE GRANULAR MATERIAL ONLY - THOROUGHL;' COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL IALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. H. MANHOLE INVERTS: CONSTRUCT MANHOLE FLOW CHANNELS OF CO C iRETE, SMOOTHLY FINISHED AND OF SEMI - ,CIRCULAR SECTION CONFORMING TO. HE INSIDE DIAMETER OF THE CONNECTING SEWERS. MAKE CHANGES IN SIZE OR G GRADUALLY AND CHANGES IN .DIRECTION BY TRUE CURVES. PROVIDE SL CH . CHANNELS FOR ALL CONNECTING .SEWERS AT EACH MANHOLE. - I I. SUBDRAINS:' ALL SUBDRAINS ONSITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONST U6TED' TO THE GRADES AS SHOWN ON THE PLANS. . I . . . . J. UTILITIES: IT SHALL BE-THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ' i ALL EXISTING UTILITIES AND CONDITIONS PERTAINING 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 CONTRACTORS ALL NOTIFY IN WRITING THE OWNERS OR- THE ENGINEER OF ANY CHANGES, ERRORS IOR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. I I 8 .. 7 6 5 t . . I . . . . . i . I - _ __ _._...._. _. _. t 4 . _ 3. 1 PAVING SPECIFICATIONS: . . 1. SCOPE OF WORK . THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL. EXTERIOR 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 DRIVES,. PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS - . 2. MATERIALS . A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES 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 SACK 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 C0143 SHALL BE USED. TO_ MEASURE SLUMP. MINIMUM COMPRESSIVE. STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5� TO 8� BY VOLUME PER ASTM CO260._ ' RETEMPERING OF . DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: . . . 1. PORTLAND _ CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR . TYPE I I IA. . 2. AGGREGATES: CONFORMING TO ASTM C -33. . 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT. SHALL_ CONFORM TO ASTM A1�85. � . . . C. PRE MOLDED JOINT FILLER: SHALL BE NON- EXTRUDING TYPE MEETING . ASTM D -544, EXCEPT THAT ' PRE MOLDED. 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 LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF. THE TOTAL. MATERIAL SHALL , BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT UR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. . SIEVE SIZE. % PASSING . . . 1-1/2 )I 100 . . „ 1 " 80 -100 . . . .3/4 79 -90 . . . . I . . 1 /2" .55-80' . . . #4 35 -60 . . . #8 25 -50 . - . . #30 12 -30 . #200 5-10 1 . . . 3. APPLICATION . A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR, SITE IMPROVEMENT. B. PREPARATION OF SUB-GRADE:.' REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL.* NO TRAFFIC WILL .BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. . C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS-OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB - GRADE . * ' . D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STIR U CTU R ES. . . E. PLACING CONCRETE: I . . ' ' 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF 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: POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS ' '. SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. . - - ' ' ' 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST'. REVISION SHALL BE FOLLOWED.. 1. _ . F. CONCRETE CURB: . 1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. . .2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. . 3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND. FILL ANY HONEYCOMBED PLACES, FINISH SQUARE CORNERS TO 1 /4 INCH RADIUS AND OTHER CORNERS T0� RADII SHOWN. . . . . I '' . . . G. - CONCRETE WALKS AND EXTERIOR STEPS: . 1. - _ SLOPES: PROVIDE 1/4 INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A 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 6 FEET SPACING. PROVIDE Y INCH . EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND. AT A MAXIMUM ''' SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. - . H. CURING CONCRETE: EXCEPT AS OTHERWISE ' SPECIFIED, CURE ALL CONCRETE BY' ON OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE. USED. . . . .. I. BITUMINOUS PAVEMENT: -HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 403 OF THE INDIANA DEPARTMENT OF TRANSPORTATION . SPECIFICATIONS, LATEST REVISIONS SHALL BE ' USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. . I . J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE . DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL . BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED'- ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95� COMPACTION USING . STANDARD TESTING OCEDURES. ALONG CURB PR S, HEADERS ''AND' WALLS ' AND AT . . . ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE ... . TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. . .1 I . . NOTE: THE ENGINEER. AND /OR OWNER DISCLAIM ANY ROLE IN THE' CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 2 WATER LINES: 1. SCOPE OF WORK . . . A. THE WORK REQUIRED UNDER THIS SEC11ON INCLUDES ALL COLD WATER . . DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING' TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS . . . . . A. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C -150 AND C -151 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C -104. . B. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW -T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. . SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. . . . C.� FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C -502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF . OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH ' INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. D. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR . THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. . . . 1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C -500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE I USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. . 2. VALVES -iNo COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND -WAY, GROUND -KEY . STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: . 1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO -TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5 Y4 INCHES. - - . 2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON • EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2 -1/2 INCHES AND HAVING LID HELD IN I PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL -TAR . PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS.. 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. . CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. B. EXISTING IMPROVEMENTS: - MAINTAiN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. . . : I ' . . . C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMI, . FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND . WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. - - . . D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. E. - SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN . AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. . F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN 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. . . G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND . UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY - .. BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES . ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, >�OOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP ;THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH-COMPACTED GRANULAR MATERIAL. . . . H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE. AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, . FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED . OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. I. IF A HORIZONTAL DISTANCE OF .10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON . PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE. . J. 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 CONTRACTOR'S 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. . . . K. NEW WATER. LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB 1. AND VALVES FROM NEAREST FIRE- HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS . . AND WATER VALVES, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE . . ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL . UTILITY AS SOON AFTER COMPLET10N OF CONSTRUCTION AS POSSIBLE. . I . . . I . . . Call 1 -8�a- 382 -5544 I . . . 2 WORKING DAYS I .: . . . . . . . BEFORE YOU DIG. . . I : . . . . I . : . : . . I : I . ....c . . : : . . - %I. ; - . ; . y 9 � .9' / TS THE LA W . : . . .; . ; . . . ; . . : . . . I . . I . . INDIANA UNDERGROUND PROTECTION SERVICE, INC. 4 3 2 1 . I . . I . O � � O cf) VO tn RT �c O do U �G M N d' tn �_4 00-00 NT � z "--4 p u �=A MM00 x 9J qf� u . 40 w w 114 w f4 U v__1 0 W a) 11 T .' ' H R I cn Z . wI . . a �-4 . ;4 . �. m .rA� �o :%>04 ww- - - . . 94 �> . . ^� r- Z______� ; O m 00 . � .1 N Q r I Wq• .Z T :>, � i4 11� a W Z Ij 0 ;� . W � 04 - �44 � - o� w U4 • �4 o .� a T 1 (1� . . Z O < W 0 - kn H F- O �� ° � V 0-4 000 D . �J II' -O -D 1 . E E (o C5 � (0 6j c) >-' a4 _. - o m o cp co d z w -, N "° z° 0 L � i U w co CL4 . Q o ca ra U Q m Q Q) w co m z z 0 w \0�►t 11������� S YC- S ')4, /'''. �<c, ..,STS . F� Z �� `•��`'�' RFD" 9 .�. ft" No. .�. * :10200392 - 5 . STATE 0 F . , ' �v�' �i D,n !NDIANP.. • �� `N. L\ ii TONAL \\\ ��� /illllllttl \ \\ Y0 - 14 . JAM K. SHEMMAN P.E. 10200392 PROJECT N0. W06,0166 � I . U . . . . U co . O C0 Q .. . . . o.� . � . 1._� 9 d .j . � 10. W �� . ;s -*_� § � Q4 c . z 0 �i . C.-I) 4 _�2 d -0 . -1 H � C'm ..) W � Q � i~ � � .. � . >m, C/) . w _� I w [ 10 � .. ,.-� Ef-) � . . -� Q0 O , z Q �. Lei > 6x . N___ E-1 � P-4 U . o V � cfa ° o >'N' � _ P Q W 0111 a a o . � Z � w -&- w C4 Lo a � a. 0 SHEET NO. PROJECT N0. W06,0166 � I . 3 v O r CD c0 O co 0 a� o � U O U 00 t/D � cD O O cD O p N. / CO O N O O N N �( ::3 Z �( U }O LLJ Q Q Q rn 3 0 r-- I c0 O O co D a� O E v a rn d- a� c/D � tD O O cp Q p N J p N p N C p !. N r z d0w� o_3 o° 0.0 0.0 0.01 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q t Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q Q 0.0 Q Q Q + QQ + + Q + QQ + QQ + Q 3 + QQ + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q.Q + Q00 .Q 0.0 Vo 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 X0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ).0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 *0.0 +0.0 *0.0 .0 + 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 * + + • + . x2.9 *2 7 x2 6 0.0 0.0 0.0 *0.0 0.0 0.0 Q.0 0.0 + 0 + . + . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. + o.0 0.0 + 0.0 t 0.0 + + 0.0 0.0 + 0.0 + t 0.0 0.0 0.0 + 0.0 0.0 + 0.0 + 0.0 + 0.0 t 0.0 + 0.0 + 0.0 + + + + + + + 8,8a + o. Apex, Toof B +o.o +o.o +o.o +o. 8' ak o.g +p. 6'White Pine ak 6'Oak o.o 6'Oak o.o DO �. +o.Q Appc. Tod ®f Bap Q.o o.o +0.0 +0.0 +0.0 +0.0 Ic X + X 0 0 +b.3 +1.0 A rox Top of Bank ;3.1 4. '�3.7 42.1 .0 a '5.0 8'Oak 8'Oak $.7 �I.6 8'Oak 6'Oak a ' '�I. 9 '�L.9 +b.7 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 + 0 + 0.0 .1 + 0.1 .1 UO'Apple 1 .1 .1 .1 +0.2 *b.1 +0.1 +b.1 +b.1 +b.1 + 0.0 + 0.0 +0. 0 + 0. + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 0 + 0.0 + 0.0 + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + (.0 + 0.0 *p 1 +0.1 +0.1 0.0 0.0 0.0 0.0 + . + . a 0.0 0.0 0.0 0.0 30 *0.0 +0.0 6'Oa +0.0 (Z?0 Q +0. + +0.0 0 0 X - X .3 x3.0 '3.2 4.0 4.2 '�3.6 '3.7 .2 15' B.S.L. " 8 $.5 ) a +0. +0.1 +b.2 +0.5 +b. +b.4 6 +b.2 .2 +b.3 flak +b.4 +b.7 +b.3 .2 +b.2 +b.3 +b.3 +b.3 +b.4 +b.5 +b.5 +b.4 +b.5 * ° + + °+ + X .5 4 6 .0 .4 ' 7 .0 10 5 ) .1 x3 3 X1.6 .5 I 8 0 .3 +b.4 b.l 00 0.0 0.0 00 00 0.0 0.0 0.0 0.0 00 +Oo*0.1 *b.3 +0.9 #2.1 12.1 +1.1 +b.4 10.3 'b.7 *2.0 '2.6 +1.8 +b.7 +b.5 +1.3 +0.0 .0 x3 +0.0 'b.9 + .1 "4 -- X U ,gyp 0 "4.0 o U .1 � "4.6 'K3.4 .7 "1 x1.0 x2.9 .6 "4 =012. "4.6 �.3 'b x2.9 "1.1 �.3 x3 x1.3 �.8 .0 "4.2 k.4 " 1 0 " 1.4 .8 .1 " 1.0 �.7 " 1. x3.6 .3 *0.2.1 10 7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 0.0 +0.2 .0 x2.3 xl 0 '3.1 '3.2 .5 '1.0 "1.9 '3.2 .4 x7.5 x1.7 'b.9 ) .2 x2.8 x2.3 'b.9 ) .1 x2.4 x2.4 x1.0 'b.9 xl .8 x2.0 x1.1 'b.9 x1.5 xl .8 751.2 'b.9 '�1.3 X1.7 � .3 'b.7 'b.8 xl .4 751.5 'b.9 'b.7 xl .1 x1.4 xl .3 '0.9 x1.0 '51.3 ) .3 'b.8 'b.8 x1.0 ' .1 x1.0 +b. 10.3 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 '0.0 +0.3 x2.8 '1. '51.6 x2.9 '51.6 x1.0 ) .9 x1.7 ) .2 '1.7 '51.7 '0.9 'b.8 x1.0 'b.9 'b.7 'b.7 x1.0 '51.2 "1 '51.0 '1 1 'sl .1 "1.3 'SI 1 "1.2 'sl "0.9 xl .2 "1.1 " 1 '0.9 .9 '0. 'b.8 .8 'sl .1 1.1 "1.2 " .4 "1.4 "1.6 '2.0 '52.3 "1.6 .2 "1. "1.6 .7 +1.5 +0.7 *b.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.3 b.2 +b. +0.3 +0.3 +0.3 +0.3 +0.2 +0.2 +0.2 +0.2 +0.2 10.8 +1.3 x1.2 3 x1.0 '�I.0 x1.5 x2.4 '5.3 .0 '3 8 "4.4 0.0 .1 '� 8 x3.5 .1 14.3 12.2 '3.3 75. x3.3 x1.4 2 12. 'b.6 'SI.O .9 9 x2.4 " 't.9 '2.9 x2.1 "4.4 .5 *2.7 +0.9 +0.2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 *0.0 +0.1 J �.1 +0. +0.0 +b.1 +0.3 +b.1 *b.1 +b.1 0.0 0.0 x2.5 .6 0.0 0.0 x3.2 '2.0 • B .B �`.2 "0.8 " 3 +0.3 +b.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • B .B .7 B '2.6 4.2 .9 ).0 +b.0 +0.0 a0.0 +0.0 +0.0 ° + E 0 0 +0.2 xl .4 '� .8 .8 .9 '2.0 x3.0 .8 '� '3.2 O '�1.2 '5. + 4.1 + 1.2 +b.2 +b.1 + 0.0 + 0.0 + 0.0 + 0.0 0 +0.0 +0.0 &o O +0. +0.0 .0 0.0 +0.0 +0.0 + +0.0 4 "4.4 x2.6 " " x3.2 '� .2 .6 � � +0•2 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 ).0 CL O +0.0 3 X0.0 +0.0 +0.0 .0 0.0 Pq +0 O �--i + +b.2 x3.0 x3.0 x3.4 'A. x3.8 .0 '� '3.0 .8 '2.1 '3. *2.6 +b.5 + + .0 410.0 + 0.0 + 0.0 + 0.0 + .0 + .0 + 0.0 + 0.0 + + 0.0 0.0 ).0 *0.0 +0.0 00.0 .0 9 ) .5 ' 1.5 '51.5 x1.2 "1.1 "1.2 ) .0 X1.6 .2 '3.8 x2.7 0 42.7 x2.8 x1.8 .2 x2 '5.1 110 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 +0.0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 + 0 0 A'5.3 +p 0 &IN F1 75 W1 4 71 3 In 9 yn 8 X1 0 'l 9 7-3 3 1 CL O O J + + + + + + + + + + LUMINAIRE SCHEDULE � .0 0.0 0.0 0.0 Description Symbol Avg Max Min Max /Min Avg /Min Overall + 0.8 fc 11.4 fc 0.0 fc N/A N / A Parking Area Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts F] 0 0 +1 x3.1 12.4 '3 2 12.7 "1.2 .0 0.0 0.0 ARM MOUNTED C tn JBT N 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 A 25 KSF1 250M R4SC PREMIUM CUT -OFF FIXT SYL. M0250102312 94080901.ies 20000 0.75 310 c '� .3 '0.9 'b.8 x1.0 W /SEGMENTED OPTICS rl "4.2 0 °Speed Limit Sign E � C"z AREA LIGHT WITH TYPE ONE 250 -WATT CLEAR C/) + 0.0 +0.0 F-1 B 22 KSF2 250M R2 2, SHORT, CUTOFF METAL HALIDE, 93031901.ies 20000 0.75 295 a + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 REFLECTOR, FLAT HORIZONTAL POS. + + + + + + + + + + + o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '00 +b. ).1 x1.3 '� x1.0 '� .1 " . .2 .000- jd�o. GLASS LENS. -dab -112pb 0 Ki V 0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 b.o E � 3 +0.0 +0.0 ARM MOUNTED 0 0 .o d 5 o.aoncr Wal * .oA +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o 0.0 0.0 o.o .1 ° C 13 KSF1 250M R4SC PREMIUM CUT -OFF FIXT SYL. M0250102312 94080901.ies 20000 0.75 620 x1.2 12.9 1 :3 W /SEGMENTED OPTICS + +b.1 +b 0.4 10.1 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o STATISTICS � .0 0.0 0.0 0.0 Description Symbol Avg Max Min Max /Min Avg /Min Overall + 0.8 fc 11.4 fc 0.0 fc N/A N / A Parking Area X 2.7 fc 11.4 fc 0.4 fc 28.5:1 6.7:1 9 GAS 30' Typical Pole Detail d 3 C5 s tA C5 3 C% CL Ln T, P ®,I N. T. S. StSp `\� Street Sig SW Corner, SW /4 Sec, 5- T17N -R3E Railroad Spike s a in U.- 0 � .0 0.0 0.0 0.0 ' Curb V0.0 T0.0 �0.0 -0.0 '0.0 '0.0 1.0 1.o 1.0 '0.0 T0.0 + 3 Q +b.2 +b.9 '�I.1 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + .0 00 '� 0 0 +1 x3.1 12.4 '3 2 12.7 "1.2 .0 0.0 0.0 0.0 C tn JBT N 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 Ed e of As + 0 PWPDtg + .0 0 o B 0 0 *2 A 'S.2 12.9 "4.0 'S.3 .1 '3.5 ) .3 x2.2 y.7 9 GAS 30' Typical Pole Detail d 3 C5 s tA C5 3 C% CL Ln T, P ®,I N. T. S. StSp `\� Street Sig SW Corner, SW /4 Sec, 5- T17N -R3E Railroad Spike s a in U.- 0 . x2.4 x2.1 x2. '2.0 '51.2 3 .g 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � .0 0.0 0.0 0.0 ' 0.0 0.0 00 106th ST�tET V0.0 T0.0 �0.0 -0.0 '0.0 '0.0 1.0 1.o 1.0 '0.0 T0.0 + U : t . .. +b.2 +b.9 '�I.1 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + .0 00 '� 0 0 +1 x3.1 12.4 '3 2 12.7 "1.2 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 Ed e of As + 0 + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + .0 0 o B 0 0 *2 A 'S.2 12.9 "4.0 'S.3 .1 '3.5 ) .3 x2.2 y.7 0 c '� .3 '0.9 'b.8 x1.0 AMA, IJM% -a- dub. V rl "4.2 0 °Speed Limit Sign E � C"z +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 Rolled Curb C/) + 0.0 +0.0 +C.0 + .0 *b xl .8 1.8 .5 .4 '1.5 '� .2 "4.3 " .1 +0.0 _dcbt +0.0 ACCL +0.0 +0.0 + + + + + + 0.0 0.0 0.o Scet o.o o.o o.o x.41?b .0 0.0 0.0 R d lo + M�r� hole+ + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '00 +b. ).1 x1.3 '� x1.0 '� .1 " . .2 .000- jd�o. dMCL -dab -112pb 0 Ki V 0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 b.o E +0.0 +0.0 +0.0 +0.0 3 +0.0 +0.0 0 X 0 0 .o d 5 o.aoncr Wal * .oA +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o 0.0 0.0 o.o .1 0 0 .0 +b. '�.4 x2.2 x2.6 x2.7 '�.5 '2.4 xl .3 '�.5 .9 6� 0 -6940- aRL 0 AP& dcb. V V V 2.1 .8 .8 ) .8 x1.2 12.9 1 :3 Wrought -Iron nc'j + +b.1 +b 0.4 10.1 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0 0 I 0.0 x3.1 "4.1 .0 x3.7 '51.3 12.1 0.0 + 0.0 0.0 9j w" 0.0 + 0.0 U C� NOTES Wrought -Iron 'b.5 x1.7 + + + + + + + + + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o . x2.4 x2.1 x2. '2.0 '51.2 3 .g 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 dge of Asphalt ' dge o ' Aspha t � .0 0.0 0.0 0.0 0.0 0.0 0.0 00 106th ST�tET V0.0 T0.0 �0.0 -0.0 '0.0 '0.0 1.0 1.o 1.0 '0.0 T0.0 + U : t . .. +b.2 +b.9 '�I.1 '� 'b.8 'b.7 x1.0 '� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 Ed e of As CZ o 0 c '� .3 '0.9 'b.8 x1.0 'l.0 rl "4.2 0 °Speed Limit Sign � C"z Ede of Asphalt Rolled Curb C/) + 0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + + + + + + 0.0 0.0 0.o Scet o.o o.o o.o x.41?b .0 0.0 0.0 R d lo + M�r� hole+ + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0 Sign! T,C,- 895,81 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 0 X 0 0 .o d 5 o.aoncr Wal * .oA +0.0 0 +0.0 S tcpp i .1 o.o o.0 0.0 .0 *b. x1.8 2.1 .8 .8 ) .8 x1.2 12.9 1 J J2 Wrought -Iron nc'j + +b.1 +b 0.4 10.1 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 U C� NOTES Wrought -Iron 'b.5 x1.7 +b.7 'B + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 +0.1 +0. 1.1 1.6 +0.5 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p p *b.1 +b.5 A '51.3 '1.2 xl .1 ) .4 ) .6 13.1 '5.7 E_ "4.2 "4.2 x3. '2.6 'S.5 * * +0. x3.2 '2.5 '!.7 x2.9 *2 7 x2 6 ' 2 42 2 - 0.0 J U _U ell. 0.0 0.0 0.0 + 0.0 + 0 + 0.0 "0.5 'L.2 '�.3 + °A1.0 + 0.0 + 0.0 + 0. 0.0 + 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 dge of Asphalt ' dge o ' Aspha t � .0 0.0 0.0 0.0 0.0 0.0 0.0 00 106th ST�tET V0.0 T0.0 �0.0 -0.0 '0.0 '0.0 1.0 1.o 1.0 '0.0 T0.0 + U : t . .. +b.2 +b.9 '�I.1 '� 'b.8 'b.7 x1.0 '� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 Ed e of As CZ o 0 c °Speed Limit Sign C"z Ede of Asphalt Rolled Curb C/) + + + + + + + 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + 0.0 0.0 0.0 0.0 0.0 + 0.0 + + + + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.o Scet o.o o.o o.o x.41?b .0 0.0 0.0 R d lo + M�r� hole+ + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0 Sign! T,C,- 895,81 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 0 X 0 0 .o d 5 o.aoncr Wal * .oA +0.0 0 +0.0 S tcpp i .1 o.o o.0 0.0 .0 Concrete Walk J J2 Wrought -Iron nc'j 1 1 i_ Wrought -Iron Fence ~' LJ v °� U C� NOTES Wrought -Iron 'b.5 x1.7 +b.7 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 n 110 *0.0 +0.0 0i .0 CD +0.0 LL_ +0.0 +0.0 p4 .p + + + X S Ul p p *b.1 +b.5 'b.9 '51.3 '1.2 xl .1 ) .4 ) .6 13.1 '5.7 '3.1 "4.2 "4.2 x3. '2.6 'S.5 "1.0 10.4 +0.0 + .0 0.0 0.0 0.0 0 0.0 0.0 0.0 + 0.0 + 0 + 0.0 "1.2 _J W d I L] DO 0.0 +0.0 "D.0 +0.0 C+d1 - +0.0 � +0.0 Ic X + X 0 0 +b.3 +1.0 X1.4 ;3.1 4. '�3.7 42.1 .0 '�.9 B '5.0 " $.7 �I.6 '3.6 '�I. 9 '�L.9 +b.7 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 S Q LL � � U X X - �° ` 30 *0.0 +0.0 Ub.0 O +0.0 (Z?0 Q +0. + +0.0 0 0 X - X .3 x3.0 '3.2 4.0 4.2 '�3.6 '3.7 .2 " 8 $.5 ) 10.7 'i2.7 X1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 n L Z U X ).0 *0.0 +0.0 R0.0 +0.0 +0.0 Q _I + + +p -- X U ,gyp 0 0 o U +b.3 "4.6 x3.0 '.5 .4 x2.9 4.9 0 x2.9 � 10 7 x3 F '3 0 8 +b 1 +0.1 + 0.0 + + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 + 0.0 + + 0.0 0.0 Q.. X U1 X .0 + + *0. + + s s Area of Standing Water ).0 0.0 0.0 0 0.0 0.0 0 0 111 II0 - Ln *b.3 '51.3 x1.4 '51.1 '0.8 'b.6 'SI.O 'L.3 B 4.4 "0.9 to x2.7 +0.8 +0.3 +b.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ).0 +b.0 +0.0 a0.0 +0.0 +0.0 + E 0 0 +0.2 xl .4 '� .8 .8 .9 '2.0 x3.0 .8 '� '3.2 O '�1.2 '5. + 4.1 + 1.2 +b.2 +b.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 J Q II z � � B ).0 *0.0 +0.0 3 X0.0 +0.0 +0.0 .0 0.0 Pq +0 O �--i + +b.2 x3.0 x3.0 x3.4 'A. x3.8 .0 '� '3.0 .8 '2.1 '3. *2.6 +b.5 + + .0 410.0 + 0.0 + 0.0 + 0.0 + .0 + .0 + 0.0 + 0.0 + + 0.0 0.0 ).0 *0.0 +0.0 00.0 +0.0 +0.0 + +0.0 0 0 +0.0 *p. Q >+ W ' + +b.1 '3.8 x2.7 '3.0 42.7 x2.8 x1.8 .2 x2 '5.1 110 . "1.0 .0 x2.0 '3.0 xl . .9 +0.0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 A'5.3 .5 CL O O J L CL-4 L f ).0 *0. 0 + 0.0 % 0.0 0 + 0.0 + 0.0 0 0 + 0.0 + 0.0 + 0. + + +b.1 '1.8 '�.3 .9 .7 '0.9 x1.0 x1.3 .0 .6 .7 '�.7 '2.3 '2.7 x2.4 Y 4.6 " '�. '2.1 .0 x2. x1.7 1.0 1. " 1.7 .1 "6.5 '�.3 " 1.2 .6 + + + + .0 + + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 Ve d 0.0 +0.0 *0.0 +0.0 +0.0 +0.0 + .p +0.1) +bh + + +0.1 'b.8 xl .2 xl .1 .8 xl .0 x1.6 x3.5 '3.2 x2.2 13.1 '3.8 x2.3 xl .9 x3.2 43.4 42.4 12.8 15.6 42.5 '51.5 xl .0 '1.2 x1.4 '51.2 xl .1 x1.4 xl .4 '51.3 42.0 x10.0 5 .8 + 0. 0. +0. + 0 +0.0 +0.0 +0.0 0.0 0.0 0.0 iit 45 � 8'Wh t B �.0 *0.0 +0.0 *0.0 �� +0.0 0 +0. + + + 0 +0 0 *b.1 72.4 x2.5 '2.2 x2.4 x2.2 '2.2 xl .4 .6 "4.6 .9 x1 6 '2.8 .7 '2 3 "1.6 4.2 "4 .3 "1.1 "1.8 "4.2 .4 xl 4 '2.6 .9 x2 2 xl .5 .4 '3 '2.2 '8.0 +5.2 +1. 5 + + 0.0 0.0 0.0 + 0.0 + 0.0 0.0 0.0 ).0 .0 0.0 .0 0.0 0 3 0. 0 0 0 0 0 +b.2 4.1 '3.3 .8 �T 4.3 '� .6 xl .9 '� 'S1 5 'b.9 x1.6 '�. .7 xl 1 x2.6 .4 '2 2 xl .2 4.1 '� 4 x2.4 1.7 +b.8 0 +b.l 0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0. 0.0 2 xl .8 x2 xl .5 4.7 E IC ).0 *0.0 +0.0 *0.0 +0.0 +0.0 +0.0 +0. 0 + + +0 0 0 0 +0.2 x2.4 x2.5 2.3 .6 x2.3 .4 '51.5 "4.3 �.7 xl . '2.8 .7 '2 xl .8 0 "4.1 '2.1 xl .9 52.2 "5.1 .7 xl '2.8 .5 12 "1.4 .9 "4 .0 "1.7 *1.2 +b.6 0 +b. * * * + + + + 0. p. + 0. 0.0 . ).0 +0.0 +0.0 *0.0 +0.0 +0.0 +0.0 +0.0 +0. + +00 0.1 +0.2 'b.9 x1.5 x1.6 '1.2 xl .o xl .5 x1.6 x1.6 x2.2 '2.4 x2.1 '2.2 12.1 752.1 42.2 x2.5 12.2 '52.7 "4.8 753.6 "4.1 753.4 xl .8 12.5 x3.7 42.3 xl .8 '52.9 12.9 751.4 x3.8 +1.9 +0.8 +b.1 + . + . + . + . 0. 0.0 88wh � I B.S.L. 1.0 *Q.0 +0.0 *0.0 +0.0 +0.0 +0.0 +0.0 � .0 +o. +0. + .1 *b.3 x3.2 x3. '51.3 .1 '2. x3.9 1.9 ) . '52.6 .2 '2. ) .3 .0 "4. '3.2 .3 .1 '52.6 "1.6 '2.8 '3.1 "1.8 ) .6 '52.5 '3.4 '52.1 " 1.1 " 1 + + 0.0 1.0 *Q.0 +0.0 *0.0 5g.0 +0.0 +0.0 +0.0 +0.0 I + +0. + .0 +b.2 +b.6 .6 "4. xl .0 .7 x2. 'S.6 a .5 'b. ° +0.2 +b.2 +0.3 '�b. x3.5 .2 'S1. xl .0 .7 '�. x2.0 +b.6 '�0.6 x2.4 �11 +1.5 + . + . * . * . 1 + L`A`NDS`�APE BUF-F-ERYARD 1.0 *0.0 +0.0 *0.0 +0.0 +0.0 + ' + .0 +0.0 +0.0 +0.0 0 P O S E D +0.6 5' +p 1� 2 +0R 0 W "' 1 +0.1 +b.1 +0.1 *b.1 ropose ne +0.0 +0.1 .1 .1 + + + + + + + + 1W. 1U.J U. 6 0.4 .2 0.3 .3 *0.2 .2 ��� �'1W .3 *3.3 +1.2 *0.4 *b.1 + , ` ` • + , + 0.0 Line 'b-o + r /� /i 8 �1 PR POSED k� 10' ASPHALT PATH 50' Pr sed R/W 700kn 0.0 *0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0.� Ite �I ?+ O.U� 0.0 0.0 + 0.0 + + + + + + + 0.0 0.0 0.0 0.0 + 0.0 0.0 + .3 + 5 .4 0.2 +b.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 Rip Rap op ea Sign 0 .0 *0. 0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0. 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 0.0 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0. +b.1 + 0. 6 + 0.4 1 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + + .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 O 0 .o + Q.o + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + o.0 0.0 0.0 0.0 0.o + Q.o + 0.0 + .o + o.o + Q.o + o.o + Q.o + Q.o + o.o + o.o + + Q.o o. + + + 'r + dOlS + o.o o.o o.o o.o + o.o + o.o + + + + + + . + + LYU U0 - - dge of Asphalt ' dge of Asphalt ' dge o ' Aspha t � .0 0.0 0.0 0.0 0.0 0.0 0.0 00 106th ST�tET V0.0 T0.0 �0.0 -0.0 '0.0 '0.0 1.0 1.o 1.0 '0.0 T0.0 '0.0 T0.0 0.0 T ou -th lin P S)W � 4 �eCI 137 I 1 / I� -OK.Jt Q.Q p : t . .. + . * . 0.0 p p p.p p.p p,p Q.0 0.0 0.0 0.0 0.0 0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 b.0 +0.0 b.o +00 +0. + 00 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 + Q.0 0.0 0.0 0.0 0.0 0.0 + + + . . . . . . . .0.0 Ed e of As CZ o 0 c °Speed Limit Sign C"z Ede of Asphalt Rolled Curb C/) + + + + + + + 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + 0.0 0.0 0.0 0.0 0.0 + 0.0 + + + + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.o Scet o.o o.o o.o x.41?b .0 0.0 0.0 R d lo + M�r� hole+ + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0 Sign! T,C,- 895,81 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 +0.0 +0.0 +0.0 b.o +0.0 +0.0 +0.0 + + + .o d 5 o.aoncr Wal * .oA +0.0 0 +0.0 S tcpp i Conc. Walk o.o o.0 0.0 Concrete Walk J J2 Wrought -Iron nc'j 1 Wrought -Iron Fence ~' LJ v °� U C� NOTES Wrought -Iron ence Plan View G o✓ d s ZD � +-% 1. Luminaires mounted at 15' a.f.g. Scale 1" = 40' _ 2. Readings shown are taken at grade. s t } Ci \LS \STEAKNSHAKE\ Avon \Slte_Ltg_Co.tc_InoLge1,BMP Designer Date 04 April 2006 Scale Drawing No. 1 of 1 U U x 0 �0 0 CZ o 0 c C"z L U C/) 0 Designer Date 04 April 2006 Scale Drawing No. 1 of 1