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Home My WebLink About07050012 Site Construction Plans Rcv. 1/15/2008 DOCS5 ti 0 U LO N 0 r- 0 E W o U o U7 N N 0 N r�l r- 0 A E Q E O U L P2 M z O \Lj Oa < J S PLANS PREPARED FOR*-, HOUSE INVESTMENTS 2 MERIDIAN PLAZA 10907 N. MERIDIAN STREET INDIANAPOLIS, IN 46290 TELEPHONE: 317-580-2535 FAX-- 377- 580 -0977 CONTACT PERSON.• DOUG SYLVESTER PLANS PREPARED BY: WEIHE ENGINEERS, INC. 70505 N. COLLEGE AVE. I IN 46280 TELEPHONE: (377) 846 -6677 FAX: (377) 893 -0546 CONTACT PERSON. MIKE H OFF EMAIL: HOFFM @WEIHE. NET GENERAL NOTES. 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND' COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ° 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY — NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP NUMBER 18057CO209F PANEL 209 OF 290 DATED FEBRUARY 19, 2003 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 0 14) THIS SITE DOES NOT CONTAIN WETLANDS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP DATED 1989. 7 5 4 "' �� ` • : ` "` '�P � - -. 'dam =. T ��,�,M" -�-� _ „r —sy„ _ y� ,� ` �:,►j �.'� - _ r.= � � � .••�f _ S � � .� F � �� -�. r � � '�.�-y! �� q�. sir. _ i -' � _ - - ti ". �.� � � 7� y�,.sli�c � 9-:� y}• 1 S; � ^sue., � _- mss' �. 7� +77 C �, ` � .'i Lam"' F -- _ ,. __ - - - i-...+ C° �� ____�''�'."'`y -'rte *S; ✓ : -_� � — x t �': - AC y CV V _ _ _ _ �'V .rte '.__ '• � � � � � � + "'jig � � a'� Ii � s j ,e+ r a � b - �.-• F.� — r=i e� 4 � �. -•-��l 'F�-- 7 -... �� A_y foal, -y4 Y' T 1"ON AR___EA -� PROJECT L0CA ' � T "DN Ia .was I N ��s� U �...A� � � � � r Z OPF"'a _ - F .� t NA3Y�IL! �L; w01'� Y #�P�t s i i Dr Pr'C�' 1 I'�ENT ONE ONE CIVIC SOI�� ?E i��MiL I- Tai` L � I L_ CENTER, SUITE 30 EL �'�' ,- •rt � E 317 -57 i--2� ;js — __ ; 0 L_ 7 E � �5 ,�„ J Sr V . 317- -5Ot —EN' + CARME`_ ASSIST'. BUILDING" C�)M ►�Y�ISSIO��ER: JIM BLANCNARD 760 3RD ABE 5.�V. 317 -57 -- -244 INDIANA r�u.�2 , r CITY OF C;�ME� SIRE DEPARTMcNT i h ra � r '7 1 - �a- - � i-I I�,MI!_.I O �! COUNT s' SUi ,10 L_ �OR'S Cyr F10E 'q 0 N _ HAk- 1IL.TON S�UjYR��, SUITE 188 a ,L_ L - � !A A r;'T ON COUN i r' JUL) "IA' CENTER P r NOBLES��I! LE, INDsANA 46060 ^, _ C LAY TOW NS1 I I P RI- GIONAL VAS T E DISTRICT C ;E ; I; ;'ES NOR 10701 NORTt C01_t EGE. A1,1Ei'vUE, SUITE A ;� u 7- -7;6 - .8�.�5 INDIANAPOLIS, IN ��.F280 --1098 CANDY FE{ TNER 317- 84�Y -9�00 � LPL_ ItI 25 MONUMENT. �;�? Pu!.E INDIANAPOLIS, INDIANA 46 204 C40 LINDA RhEA - C3 i VECTREN ENE R�GY P.O. 80X 4 - .. - '. .'. -_; :.. _,� t. ,r.,,. •,: a :... ,. CHUCK S= tUPPERD W 317- 77n-- ,5535 F�- 5858 NORTH COLLEGE AVENUE � �` z 4 317 -- 265- -2727 .[ SHEET N0. PROJECT NQ. wO7.0251 3� ti s - 3 - :... . .. i,. .: .. - r.... ........,.. ,�. err-•. f - c� .j - } - _ .. : >_ � :��....�f.. :. -�. :. ti.. •�- . ter:._ -L.. � �" - '. �' -.. r "i -.. _ r- _ k � _ F,i. .. c : ... ... .. .... .... . -, ._.. :.. .... :.. � �r�...• � _ - : - ' � - - _ !.•• 1 N .'f .'�i -r �- '.f, __.. ..,, .., ...,. k•.� .: ..... ... .... .... .. ... ._• :,..- .' - :�• '�''�' •gat. -. n•. ��t.'�:! <'. ii rF t7.. r . taL•Jc '8 .G� r� �r' i x - c } s? f - , �� v, � T z -T AR___EA -� PROJECT L0CA ' � T "DN Ia .was I N ��s� U �...A� � � � � r Z OPF"'a _ - CITY DI fuAn�rlL._ NA3Y�IL! �L; w01'� Y #�P�t s i i Dr Pr'C�' 1 I'�ENT ONE ONE CIVIC SOI�� ?E i��MiL I- Tai` L � I L_ CENTER, SUITE 30 EL �'�' � .,060 PLANNING D+RE( "TOP: i,.NGIE CONN �� 0 z EMA TAR t� 317 -57 i--2� ;js — __ ; 0 L_ 7 E � �5 ,�„ DEPT, O� Ei'1!GINEERI ►��: I:Y91CI~fAEL_ MCBRIL)E 317- -5Ot —EN' + CARME`_ ASSIST'. BUILDING" C�)M ►�Y�ISSIO��ER: JIM BLANCNARD 760 3RD ABE 5.�V. 317 -57 -- -244 INDIANA r�u.�2 , J r. H N D U 17 �' f CITY OF C;�ME� SIRE DEPARTMcNT T�� r. i .i0 CtV UAt�E CARMEN_, I } DIANIA 460L 2 i-I I�,MI!_.I O �! COUNT s' SUi ,10 L_ �OR'S Cyr F10E GARY NOYT 0 N _ HAk- 1IL.TON S�UjYR��, SUITE 188 317- -571 --26, v !A A r;'T ON COUN i r' JUL) "IA' CENTER NOBLES��I! LE, INDsANA 46060 ^, _ C LAY TOW NS1 I I P RI- GIONAL VAS T E DISTRICT C ;E ; I; ;'ES NOR 10701 NORTt C01_t EGE. A1,1Ei'vUE, SUITE A ;� u 7- -7;6 - .8�.�5 INDIANAPOLIS, IN ��.F280 --1098 CANDY FE{ TNER 317- 84�Y -9�00 � LPL_ ItI 25 MONUMENT. �;�? Pu!.E INDIANAPOLIS, INDIANA 46 204 C40 LINDA RhEA - C3 31701 VECTREN ENE R�GY P.O. 80X NOBLESMILL_E, i��JDiANA 46061 --1700 CHUCK S= tUPPERD W 317- 77n-- ,5535 SBC 5858 NORTH COLLEGE AVENUE � INDIANAPOLIS, INDIANA 46220 317 -- 265- -2727 10 g 8 I I � 1 LAND D mart or one Norlithwt3s and South��res� guar ;:rs of Section ? 1, Township 17 North, Range 3 Eas, all in Hamilton County, Ir�ddanr, heirs more articular! described {� l 9 p y a., : �! ows. Commencing ar L tt ►e Southwest corner of the said Northwest Quarter Section; thence on ti in assumed beanny ., of North 89 degrees 06 minutes 10 seconds East colon the South line Quarter Section a distance of 246.83 feet to the Beginning f L ence continuing ng North t 89 degrees 06 minutes 10 secondsa4t ao ag the said South line a distance of 46.%97 feet; thence North 45 decrees 00 minutes 00 seconds East a distance Of 322.77 feet; thence North 10 degrees 00 minutes 00 seconds ast cr dista ice of 23.32 feet t0 o cu; =�e haying a radius of 623.00 fe�•••��et, the radius point or' which hears South 78 degrees 33 m nute, 5. 2 Ec t thence souther; y along said curve on arc distance of 124.74 feet to a point w ;hrch bears South 90 degrees 00 minutes 00 second, West from sold radius thence South 00 degrees 00 minutes 00 secoonds West parolle; with the W,-:,st line of said Northwest Quarter Section, a distance ;Y; -J30 beet to a curve having a radiu of 633.00 feet, the r odius point or v:lhich bears South 90 degrees 00 minute. 00 seconds West; thence sour herily along aid curve on arc dis nr� =��' � { 'n. � g to ,,� of :� i. r 8 feet to c point ; :v,ni ch ;ears South 82 degrees 08 Minutes 03 sez reds East from said radiu;, ;uo;; �t; thence South 90 degrees 00 min ate. 00 seconds West of ,80.43 feet; f thence North GJ degrees 0-< minutes 10 seconds Last, por fade! Frith the West line of the said Scsu ; pest Quorter Section, a dist-onCle of 99.15 feet to the Beginning Point. Containing 1.320 Ucr es; 1cre or less. EXCEPTING THEREF_RnM that tract of land Conveyed to. Edward K. and Kathleen O. SteV.,ensf by deed recorded No�.�e :Weer 29, 1999 as Instrument No. 99 -68793 in the Office of the Recorder L:; He ,,;!ton County, Indiana, described as follo�srs: Part of the Southwiest Quarter Of Section ? 1, ownshtfr 17 North, Range 3 East of the Second Principal Mer C 9 d,an in �-�ar�'�l :�,n County, Indiana, described as fo :lo w 5: Commencing at the Northwest corner of said South west Quarter, (hence on an assumed bearing of North 89 degrees 06 minuses 10 seconds East along the North line there -( ci distance of 246.83 feet to thv Point of Beginning; thence J -outh 00 degrees 193 ;:,) Ate,s f 0 seconds West a distance of 99.15 feet thence South g0 degreas .00 minutes DO seconds East a distance of �:j9.2 7 feet; the. {ice No i h 12 d rees 32 minutes 18 seconds West a of 102.33 feet to the Nu —rflh line of said Southwest Quarter; the,nye South 89. degrees n6 minut °s 10 seconds West along said North lint-:- a distance of 46.07 f eet to the Point of Beginning. Contoinin - 0.133 acres. more or less: a U�OSo()lz 2 SHEET NO. ALL vNNER 'ALL OWNER COMME 'S ALL � j ALL %C.'*TRWD C104&CI04a .3 M Pr%TTS ALL Y L ` L CA T Z, D A E E N Q sTI , — - - --------- T-1 T r I -n .2,:E- rrs ENGENTEE"O." C103 CAI-u- -',E'r x B E N C H INDIANA D. 0. T. DISK STAMPED "HAM C 7 4s3 A �0 -` TH/ AST T CORN R OF THE SPRINGMILL ROAD BRiDGL OVER I-465. ELEV. 841.50 (NGVD 1929) T.B.M.: CUT SQUARE SOUND ON THE�� '� T•' � , � .. EAST DE THE SLRl��E�E TRACT. 21AQLr-- N. ISILAND ELEV. 839.24 1 WORKING DAYS BEFORE YOU DIG. A W95 THFI esft.a. LA 1.14MMAA UNDERGROUND PROTECTION SERVI-CE, INC. THE LO ATia^r ?S OF j ALL EnIST1NG UNDERGROUND UTIUTES Ii i0ei� Ci ��J 71A4 AME BASED UPON AISJ0'✓E GROUND E`.IOLNG (IN:,LUDIhtir,, BUT NOT LIMITED TO, MANHOLES, INLETS, MARKS MADE UPON THE GROUND-BY OTHER) AND 11N N TURE'. THERE MAY ALSO BE OTHER i` FISTING UND'ERCROUND UTIUTIES FOR VVNICH THERE IS NO ;�,Bu yE GR 1U "JD MIDENCE OR FOR WHICH NO A8OVE GROUND rE AAS OBSERVED. THE EXACT LOCATIONS OF SAID UNDERGROUND UT UTHES SHALL BLE VERIFIED BY 1 TH r'.0NIiiir,T^R FRiuR TO ANY AND ALL CONSTRUCTION f \0o4T U o MM 00 aJ T. z T FZ I r i W �a a� ao w� A w�a z� U C; o U N N O x A\ N . i x L E � Z W O Ln E E ti N U UI o w E, O, A 3 w A U q E E cn E o° E w �..,... E E E 1 00000.000 0 p. 0 0 0 W � — Co MooM�f-ON H oNNO w /� r- , A ©ON N ta V Z +Wc c L1.J W U _W I. W O W W w.i1 W Z Z Z Z Z _ N V V V LLJ tL Z Z Z Z Z W W. W LLJ Z D W J 0 C C c W 0 W W W W C RE C M G M U 0! O. x (Y of D! UUVVU.V WWWWWWwW zZZZZZZZ zo °— ooa ° —,^°o^ ..� � LF•G1ST�R• � :102003921 • -� r � -STATE OF i �p • <v "S/ONA r�aa � ,•�` JAMES K. SHINNEMAN P.E. 10200392 W U 1 � 0 MM Cc C\2 'N � - z3 • � C) C40 C3 � W o o •o � W SHEET N0. PROJECT NQ. wO7.0251 !r so 0 Q) &I C) us C) V E CL --t U-) t C) CN 0 ZE Gi 0 Lj C>-, CL 0410- Cf) O 9 due M 8 7 .9 4 3 0 C-- 1z CD n V) Q -� u, r", I -4- Ch Ci Q) co Q) Q) r- -4-4 to r-T) C> (A Q) r-� C- V— I L a z ! 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IJI Slide 429 Inst. No. 94 -27146 -00 —.-- — __ ___ — U w 0 Point of Beginning 10 — — _/ /�, r�\, - ----- • - -••- I— -_ -_ 7, dD I 7 --- ____ ---''�.�--.-------,-,�.�--,-,.-..-�..-�� ------ - . _,__ __-, _ _ � - �. __________,.__ 6 --_ _ r - - 4 %` 1 DETAIL SriEET X201 FOR REMOVAL AT -=-=+� �':.�.7i±'7£�� S -- -_ - _ - _ _ _ _ -- -i:- -_ � `. ° mss- 3 -� •4 _. �..._� . - . _ . - - ____ _ _ _ . . . I I---d! � . . . )ection _I 1 i I ► , � . - I . . /. . . I , I , ��, u.,NERAL NOTES: I / I I P. C. , SI 1 Q' e t2 j � Curb !n f� I� SUA�. �F i E RESPONS� ' OF THE CONTRACTOR TO VERIFY 6 °;TH THE ��,'NIFR ,• / t / . UP- ��m BIDDING AND DURING CGI�JaTRUGi G I ACTIVITIES ES ALL ITEMS TO BE REMOVED. l i IS . . . Inst. No. 94-27146 �- / T c. -83 ; -- (JU � RESPONSIBILITY OF - CONTRACTOR , E �, I G _ ; _ `.�� aR Ta RE OVE ANY MATER ANNID OR ,STRUCTURE'S ,� , utter 838.33 / , �1, �. R�� I / \ f ( t LOCATED ON THIS SUS FAR THE INSTALLATION OF THE NEW WORK. !nv- 829.3 ` O r� w , t i I � � ` G� I ^ V + �) t 'i , t r . / ;, �J � ^� _ ..yam ; '-' U ?} 1 T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY E EXISTING -- `�=a I PERTAINING A,LL �k1�Tli`J� UTILITIES Q I /f _ �\Pi tiY '�G TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE P,E�,!OVED O • '� � •• ; . -,, i by U 1�1LITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE U t I� . en ce a r r x. , r' j, _ . P ,�. UTILITY COP�rPAI`11 HALL . e�� P� �., , �� Ir MOVED BY ONTRACTOR. . on !`ne �; .��. � _ I ! �. -_ X , ..- v} UTILITIES (CITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR - C� OR CA1 FED _ 1 T' ' BANDON / I tt �} ; Yy ,�" oti ��tlti7 �-, ED BEFOR ' t- / i �� + E CONSTRUCTfO�! AT NO ADDITIONAL COST TO THE �" �+ ,�JI DER. f Se; ; ,; ,s-;° Ica, ;' g'` �� f 4 j AL L DEMOLITION MATERIAL AIJD SALVAGEABLE MA r o �- TERIAL IS THE PROPERTY Or THI; `� DE��JLITfON CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF T �' — r THE SITE. ,-� n rt� --- . ., flu ---I" I / The Reserve a Spr'ng fff I Inv. -8. a I 7 (, 08 ��rr� -•t z . - 3�j 1 f �,� ` I y 14. �,, �f .'` ), SLABS ON GRAD ti 11 ,� j G� c, -- �� C� E MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SIT Section 1 N. 81 Q ;$ / r �": i I / \ col ` 8 4 r ) , '� �-- 1' ,j 6; ALL UTILITIES MUST RE, / , �, )-- -_., ,,� �l ►CAIN ACTIVE FOR AREA TENANT � I N 1 . _ 6 -.__. I _ � ,� � , � _,�J � � ,�� --_�_ I �- �� S THAT ARE RE..IAINII�lG. Iti� UTILITY ---'- f �'} t '�. / �,� ' ` ,\ � t S =R`�iC E SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. D P. C. 1, S1 f d e 42 9 �, . ______ I . I 1 I .. Inst. No. 94-27146 I r ' CN Y ; 7} BEARINGS, DIMENSION N I REFERENCE S, AND EASEMENTS ARE SHOWN FOR REFERENCE Oi�lLY. SEE z � r . e i f i 4 � ;' ; i • `� r�:L(.1JRD SURVEYS AND PLATS FOR EXACT INFORMATION. I i \. ,tw I . / 1, -- .f , t 11� �� t 8 I F THERE r_ T b ,, , ` j f �' .) , ) E ARE ANY QUESTIONS IONS CONCERNING THIS DEMOLITION -� at p °� �.� T T ; , IE _� �, L TION PIA,J, PLEASE CONTACT / 1 0 , ,� °� �� "� j . j 1I-It LrJuINEER BEFORE CONTINUING WORK. RESIDEN TIALa .�. �y i - r�DI ,'1� I °`�3' ' +' �j� . ��° ,9bf 1 ��'�� ' / C 1 I � i 1 J <\; ,,- 9} ANY IRRIGATION LINES ENCOUNTERS ' E .�--_� � ,� .• �,h-Lb. ;,,�✓ �� ,1 D ROBING CONSTRUCTION SHALL BE P,i;�OCATIwD TO r f I. 'I� '7 �. 1 E INSIDE THE BUILDING SETBACK LINE. . t f " 4- i �i .1 s {. I f. 1 7 "\ E I 1' �.-`� �, 11 (O NJ .41 " 1�, - / �o �'.. �' / --�1 I !t 1 +t..• t _ r I 1-4- V,EIHE ENGINEERS, INC. C) . / - I C I a: I � 1 r ` � '` 1 C;505 NORTH COLLEGE / �.1" N, � I 1 E AVEN U E a . t r +7I Lot 21 / n Y I �I' 9 f j ' +,,1�„ANAPOLIS, INDIANA 42680 �- 5 •� 1 1 i �" i i i -, t j' �, t 6 Y�._ _)17� 846 --6611 OR The Reserve a t Spring ��i11 / r f. t i � 1 i 1 _ (� I . , ; { I TOLL FREE 1 800 - 452 --6408 G r� S � 1�i f r yI ?' 1 . S �' C t l O n / ..� \ I� I 1` ' 11. I—— ',"', ,i I 1 ! I I I .C. 1, SIlde 429 -f ( ,. ; ; I / 1 (b, j ' Inst. No.- 94- -27146 t I. I I It I I 1 1 . I / / I 11 \ / I II 'I I + I fl, I . Y - i t . I / 1 I r 60 11 10A , . ,; �r oS p �, 11 t • �+ it/ �, V \ 1, i +��' v `J Ji �% r 1 ^, I �� ('} , +, - , 1.1 I 1' 1 J Vii. .1-� . h ' -'�, _ I , + - I �,_ , , ��,�, Ijv S STAf�'fPED HAM G 74 AT THE NORTHEAST CORNC ET OF TfE Dt ' I ..'f R." GMILL ROAD BRf 2 0 ,,tc,• `� , o I ,1 I! �, , , �� l I i� ' DGE OVER �1 -.. / 1 ) W ter Line I1smt. I f 4b5. � I � � nst. 92 2830Q � 1 J , C ) � I at S rff� MfII i o �AI'D'` -Q i _n .___E V. 841.50 NGVD 1929 t ion 1 �,' N� - ' I 1r�, \ ' • , ; .:.. ,., .. CUT SC>1UARE FOUf�JD Off TH THE + 1\ , E NORTH SIDE OF A I-- ISLAND LIGf , T B� JL_ IN , >�E f� A �-j O} �, i! ` ' ____, - -i---- 1 ' ' 1 ? (_ t 1 r` " , `r �. 1 Y t1 11 11 o i r i f - J-! - � I - ---- -m .�. �� S : OF TIE SUR SURVEYED TRACT. i r-, r:- i - . / � - r�� ' -I- CO I II I I + o I s - .839.24 �• � .1 ' I ' r,! ` Ii t • 94- -27146 - I I 11 1 �, 1. , ��' -, f I T 11 1 `I I I� ' I r t I` I I I t •I f ( k I Q, 1 I 1. 6\ e� r I i 2 6 1 __ I I >e11 \1 I ! ~ 1 I / _83�r - I ", \ I I I V / '� i r� r! r : � r)",_) `,t 4 ;� �� I, I ,fi /- I ��,,� r r- N O EARTH DISTURBING STU R WITHOUT , 1 I I BING ACTIVITY MAY TAKE PLACE AI's / 6 f'' j /— �. f{ 1a ( � r D I 1 .� I C 0 ,r ! 1 9 I -+- i, H I APPROVED / �� = �/ � _! _ , I �? -1-II �� Civic'- �'ikwN 1-:�. 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AREA ' K tY ,QE, iN \1 H, I �1 f f {j I; � ______ . A _V . ------- r IRRIGATION LI ALL BE-�REL� A � r, •zI I r r r THE E LI BARE O,UNTIE,KD\,, I 1 � r t . ! ' DUR�iNG TI<,• SON. f 1 } I. -, \ N. ,� ti I� T 1 I 1 , 6/ 1\ k \ L 1 1 \ -\ ,% \ �, ,� r��l � # �� R (O / I ! ",,. �I�/ + �• t I l 1 100 YR FLOOD EL. 8 \ \ 4 _1 ,I orb 1 1. \ '\ �� n t 1 \IN \ \ \ N ' . (� f , \. ., \ \ 1 I, lit \ \ ~', :` f, t ' i '1*1 //,/(b (�) t I \.% \ \ \ N lt_� I I/ C)z-"w ,,, i .1 ii I 1\ \ \ \\\\ '% I., 'l-N - \ I \ N, "- _ 1r T . r %%%., � ,r 1, c�� / 1 ' IL-1 I *1' \ \ A. 1% ti J l -mot— f ; r- (_�/ / \ \ I \ 11 '\ N[ '11, k (I- 5 I / , �; q NDUSTRIA o� ,* �p \ >> '� I J /(j`t1 I � ) , j�, I/C '� �, �, - - .1 t T. C. ----- 8 �� 4.5 �,� / r -) 11 C116D (:b(/ \ r, j �. �' � 1 f I 1 I /,/ t t- 7 �o' 1 / t (I L/ I I j l n✓ 8 2`5. % ! r l /'// I / .1 :��\4 � \. \ I � I/ " , \ V I I \ % �1 % . I k , , I ;; it / (�, / 6 1 / / I . / r 1 h t , z a �.� f I ! f ` Inv I'% 1� J t i /� ' E I i t' i �' l�� i 1 S '! r /i1 I T, 7 6 5 — __ THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE— CONSTRUCTION MEETI(vG TO REVIEW THE DEPARTMENT'S CONSTRUCTION REG?UIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO RE THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EX ISTING AND PROPOSED CITY R NAY. � a, 1� a! a .' A. R i 1 r , M . 1 If :. 1 'ti j:i: �., :It•. / <; �; r t a 1 ,,.i �• +,l f'v. ,'i+r,i „x. w. l ', w t , , •'� . . 3 •', c i' ti, f tilts ! r i . •i.r�i. >:,, t..t• 1•''•1 t ` 'I, ,' M : r is , : t!: ! ,j-:;.;.,.:-,; w y , w . . -r.- '' a ,�: S �, , •;- tl,.., :, f �.•' ,, , r :r ,. a t`,: t f•' � , ,I!.,,c.I ,t } ,. $Ott ± " '�y+J�>tt''1 i �q� .. a 14 ', Lr' ' I. Eft O ,.t..r, tt, +k '� .a.t y ti ?, .'• •ai •i ." 1. ,.." ; rf- ••y. 1 ;a, i,.. •,.. ., K t- t t' , ,' , - j i ti ,� •tl ti t it f ++. r a. Z. - :.e . ,,• y s, :CLEF - a f � 14 ' r t t t :.Ii ••'� t 1--.''..;1 � ' t ♦a• -•! rit `+vii )rrrt :a. 12"4.. t?E^ I• • f' r y. ., 4.- t •r • t t :' _ fit, f{ 1' ;'11 : I, r �t . ..- " .- , � ;, 6� - , 'q - , , , .,,. � f i.--oz, 7 - ,�• 1 +,., . -n. .1' . ...'i -.t. , .w . . '` . ..:� i. - i .i t 1 .;1�.'\ .-�i x•-. :} ...- .'&r I.'_,`. SOIL, 1 r; 3 1 ° H LiE,urIN-D "_4 . �� `C O o U FHr& & = EIST. FIRE HYDRANT X j ! L_X1S r . �rA ER METr_ VALVE 4' IT V) E,-'{ H 00 00 �' = E „1ST. SIGN t1-4 tl� id z 0 = EXIS T T. (MONITOR WELL M M 00. 0U P = EXIST. IRON PIN & OR PK (SET FOUND ,4 W 9 GI',� '�J LQ_6,�%'N) = EXIST. GAS METER w w -C a I— - = EXIST. GAS VALVE (2) - � ' -= EXIST. STORM IN U 04 0 rm- - LET 0 EXIST. STORM SAN. TELE rt 0 w 1--- 1'-1 ivi I �' r EXIST. ELECTRIC METER �y .< 11. �' -- -- EXi5T. POD =r`ER POLE/POWER i POLE w/ LIGHT I-4 GI AC I— . - EXIST. GUY ANCHOR 114 1. T. sp e d .i x:� � = EXIST. TELEPHONE rEDESTAL � x rA� A = HVAC UNIT 1 r I I�' 0 co 9 -= EXIST. CLEANCUT w � w > i�i� /; = MAILBOX . w V r' n c „ICI. LI ;BHT 0 B ._ En1.,T. 1301_Lf�,t;D I 00 t/1 _ -_ _- - -- _-- =-_ = EXIST. SANITARY SEWER LINE N w c1- Cn __ _ _ = EXIST. STORM SEWED LINE Q, r -- = EXIST. CON T OURS w �194 z a (z ; I� = COTJCRE T E END SECTION (C.E.S.) . ;� 0 cr = GATE POST rA - TRANSFORMER I� 1:4 .C_� -,I o ^ w _ -- = RIGS fT -OF -� "SAY LINE ►�+ . W � z --_ -- = PROPOSED SANITARY SEWER LINE Q ~ a 0 I -I 1 PROPOSED STO1R1'� SEWER LINE z 0 � . - - - ST,�# -- PRc�POSED HOPE ROOF DRAIP�i z w 0 kn ,.q I� PROPOSED PIPE BOLLARD O 5� 0 = PROPOSED "�1ANHOLE O "J 2 PROPOS�;� CONTOURS ,� 8`�4.5 t i = PROPOSED ELE�'ATiON 0 00 __ ;.GGE ' ORAlN:,�E I-LO4 ARROW try � , — � I Y4 I- — fj.i R LIrVC y-. 11 L_ G - GAS LINE C - . o -° ° r\ – F . . E. - FIr ISf ; FLOOR ELEVATION z N 6i o .. ' +� � -Y o0 I I — -� I V •' U ?' x TOP OF (IMI- ANHOLE ,/ INLET} CASTING 0 � a m x E w r. 11,1 1, j — ,1- +� INVERT (BOTTOM} ELEVATION OF (MANHOLE /INL }l 0 zo Q z o v � w � O 0C a U x d 0 e�(JR - REI REINFORCED CONCRETE PIPE a Q � Q = Q C�: P = CORRUGATED METAL PIPE PVi = POLYVINYL CHLORIDE PIPE � `� _ _ Ewe bTP'• = STRUCT�lKE _ rte. t� r_ M, -.�-�. - `: A►CI -� EXISTING GRADE w ,-, � r r6 CT; ,-- , SUB- SJRFACE DRAINAGE Et 0 N N ' `� --- Q o 0 0 I0C = IOP Or CURu GUT �` . . - GUTTER Cn U L, = OVERHEAD UTILITY LINE z - T w TELEPHONE LINE g W TBM = TEMPORARY BE(vCH 1aARK o w U _z L = ELECTRIC LINE U w fr_ z a) [E PARKING COUNT z 0WW U Z tY X00 < I T ne .i -'•rs : 3 i y am^• .S - rr�i 1 A �! T • � + It - . �- i L_ . ';` -,,1 1v�S;1�'�-j DL F.�?'L CAL 1 �I .: N �; ��I✓ - ��RE, �EE ,-~�, -_ t . ,-� t —1 , '- r " j �.� -;Y: �-�- I �_ j 1.'RET�. t .:'RB FULL DEPT H %` 1 DETAIL SriEET X201 FOR REMOVAL AT O � �2 � � L.1.. �d._ LJ. (� ^ ('� . 220 > > wwr'��rw'y� LL LL 4 `---' I�YF_:�,REST 1OINT PAST REQUIRED LIMITS OF REMO� JAL. (, D P O S E D LI i %I ITS I= I~� E ��' BUILD 1 ICJ S \ \ \�� I i I'rli�� /i / \\�\ . S H/ /,� S �l �` -;� _ r'�' }r i {% !�`� /DR/�; �T fi -'��'� ' r f. �i �� : --.PP �;h. 4 ��,�T r- 70 CLEAR �N , ��`` P �v,J�� `� �i Fo• '� -. No. "-,� .r- Q - I I--: . -,�, ; ,.� 1 n' PAR ,�. N11 ; -A-) IL AID , I_ _ SUBGRACc: rG I T • R AS P HAL_ 1 �, = - _ X0200392= -. - � '° STATE OF � -� -� (C-} 1 PATH �, :I ; ;�� , r_ 1 ! ,-�1 ��: :� Co��C,Rr 1 �. SIDE��aLI� '� i 4 �� ,� / D N'' � �7 N !A - '`: .� �\ / /O 1 S T -''Y'! L' i.” r B L U S] J 3' / //v A \``` __ . q/zAtot- ';_ . _` ;1.: - s JAMES K, SHINNEMAN P.E. 10200392 *,. 1' s t a !' +t I.% , , �� ..!E ` 1. , • t r , !s 1 ` 1-1 I.I.1 r t tt � .t. .s , , . . 1�) , , , I _ Q) t 1 t +i , T•,s } , P a 1. =` a � � _ , _ i - -, _..1 - �It., . . `1 .,:,. jL". ” " j END + • �-. 1 a -1 � � - , f -1 . i - ,' BROCI':S T 0 v SILTY CLA`,' LOAM - ,. �;, . I 0 , O 2 PERCENT SLOPES. . (O .r .� , , +, .' �, ; ` tt'�?+ iS VERY I.,,- . SOMc AREAS ARE PONDER OR Q�%�/ :- . -�,�F' t� r.3 ,'J, - t . • �.; `• 1=LC0DL_ FoR BRIEF PERIODS DURING WINTER ANDS 1 . -1•. ,i s; . . . t • f I: ' f r `i+� 1► _ PRANG. _ _ �1<LIIV_�S i" i,1L. MAIN LIMITATION. BECAUSE OF THE 11JETNASS ° r; t; , + n r :.� }_- r_ t. _j Ll t r 1 :�'.,i:4 s �, ,, . r .�I,, r�r =:..f , _ 5u,� : IAJ SLvERE �IMiTATIONS FOR MOST NONFARM USES. s, .' 1 r ;�� rt [ � 2 �. 3 Y` , :: :, � ;;:' � ; ` : ,,..� €o� :� CROSBY SILT LOA'S - Ci TO 2 PERCENT (} F :. ',n ..• •. p S _ . I �. . L, t I SLL'PL_S -11 .1,'.;..'1;,,-.",: i t r 'L `'(�. I r -,,. 221�;'c� 5 F:IIYy'l l 1' S aiLCt':. 4�rcl �vt,,,SS Is TIDE MAIN UMI TATIOi�. BECAUSE .! ..! ' - `� CI Fss AND �LOr Pt �ti1EABILIT� THIS d ,` �, + t x.}4C1N_ r~ "� N ! OiL HAS S"t1rERE + 1 I.s `1i; "y L I�fl Ih! IC'�S FOR 14�OST NONE ARI'f1 USES. v :� e . F .s , '� i sR .l �,�� . ., t,t [ •. F 3 .�. q i,, ! a l .t �..>r 1 i t 1.t -` '.+: t't� �a .ar''i�` 3 `Ln t:iT �+ �'I �' 7 r- - 1 y , r . _ ?.' 1�j1E _� t.t� .,�:, �1_I L��Ari TO 6 PERCENT SLOPES ERODED. .1i.• !, , '.. a 'r_.. t- Z �`' _ ' V�r�r i 1`v L_Ji `�F �, i�VL, Li'•i'�Tc� EI \OJIOr '� I1� ' t L' ., 1i M r .4< -\:1:�P ,_.: '�_ ,st• , _� _ _ ._3 I -r,;, �.+ 1 �- ,n 1� _ T 15 THE. t�fA11� �, •, ;' ,,= t j' L,I:iil%'11,01.. LiM,IATiiliVa I•CP, �f5(/,)C �//,,� r c *' r, �. 7• �,V'!i� - 1j !1OS I Nti.JNt Al \I�� USES ARE 1A RAT 9 . .i 1, 1�- , 1- ...,,t i .S ! r O t t '!li 1 r.. S t t `` r 9 'F�" O s + -r,1: _ �� , -.,., � , - - �: '' , . V) � 1. i :. * . I , ; . - , � . '. I � - . . . . , .. (Z� .R 7 , • , .1, :,,, $•t, t i t '� Cj :r i , _s .., . ;e . r , -9 t r _ % V 1-1 i? ,�. /.� a.'.•••h ..,t.t• _ •� r t r. _ „; t'a� i "' i °°��'l�tt�1. , 11��_ C) � ;`,t.:: - '` . t• ` -° , . • 2 1►�r O R K l N G DAYS �---� a t'•t, - � :ii,, Y _ .w � F�R� '��'�1.3 DEG. &.j ,x,4!4'•, :'S . .± ` ` z .. - -6' �'- �J•d Rte.+ 7 i___ �-._' ,.. • C-1) O .1'. ._ ". ,:. " �: i, , , ."_q_,:6 - 11 14 "':_..- "I'll '' .11,!,1.._i.'.11._ ,.,,I - " 4___1.__.-__.4 . , . n1r., 0 .:,� , :�,.�:,,,�: .- - - EMEN4 1 '4"', ; I , .- 't, . .-, \ .1 . — 4� V) I I . � w it_, ±�J�y_ e f ta' .• - '9 ., 1 � -��_ - - " .. , � . t. ) > C3 .' %{ , •ice' � i r - R s / ` • ` ` �, I 7777� i,� :4 ,,-: . . 1, `^ \1� ►t a 0 � a H 'o II � Fq v "' I ! -f-Z , I I T " < � cl- i C/� O I 1 5 1 H / � 19 Ix ' o ,�:z � I � Q..4 •� I ' INL>ANA UNDERGROUND PROTECTION SERVICE, INC. Q "_.j ! \ 1. 4� (O 11� I�-. 1 I I v I I `% Ii 1 I . L -, 'i t-. :i — LV S C A L I_� t^- ----�. yam- 5 �� ., " - _ I __._. ::_ _ ` zs� �_ rl + . ,J i� A r'i Q4 �. •° � w : � CA, o � Q, SHEET NO. ° 1 PROJECT N0. �.� -_;_, _ _ ��J �_____�__ _ _ _ - _ I 1 ,_j 1 _ I - - ,a:: I , 1 37 v N O In N 0 r`1 0 '_-f Q) � O 0) In 0 � r- IT 0 t ---- ., to N 0 O N r` 0 +`O - '�_ N O 0 0 O N U -a 0 _ r - ..'J Z (n L m Ld o� �-° _-=- -) ,,�,-- Q 0 LI-1 h- o n n -' - - _ _... _ a.,._._ _. _- . . I_ t 10 9 8 7 6 ! 5 i A- f 3 I 1 I f - - - .-,t - _- �_ - ---� _ _ _ _ _ - _� �- -r ,.,� "k _ ..f- u�a-- - . --t- _ I J".. . r - - r--�- - Y.. ^� r. �.. -.. _ - .. .- .. r.. •.`.. .MC -- _ '•'� - ..,�'j .� .�- �r- l:.Sk'i: �- �r+a- Y!y�.craif._ _ _ "9..�.tini -�R_ .lam iS�V .^Z•R`.ee�..�r ._�i. rte._ _ - . -a as - - - .. .r. i r' ._ •- f .�f .`a - - _ �aw.f.+4.6,1r�.'..�.._ - _ __ �_.r' +_�'T.�'�'.�. s +a� •tn- t•y -. ..`%- _ ^d' � S. r- irr- ':�.- %c��'- ..1'��:�..fr -r•-_ �-...s.�• -: - - �_ �x�_'-: . _r_1 - ? to G .N �TES: - / I / I . �- .. .; 1- . f' 1 THE CONTR CT R I T , -r , -,r�aA {--. , L -,r- -.', .�I � =.�t: I ) A 0 SHALL Bt RESPONSIBLE FOR QB,AINING, OR VERIFYING 1 hAT ALL �'tl�,.,IT.� rl� ! Nt }'t'L:v� ,�_� �, RE ��-: �: -- Ex�sT. FIDE H� "DRANT 1 F' 1 1 A [_" I' ` �-� �I t ! { t"� i �, i /'� n�; \u =. �. _� i� A r r- , r-': . I I . I - - -_ / -_ 11 OBTAINED FROM THE RESPECTIVE CITY, CO NTY, AND STt�T�. AGENCIES PRIOR = C� STAR i ff �,, CG S : , :1� �.T�:.�, ti�`M S' 1X EXIST. ATER METER /�rALVE . Lot I }(� � J 2 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE i HE EXACT LOCATIO',N1 O A' ! XIS; N I � 1 !- I T'�- - txlsT. sfc�� / I . Spring ' r / THE VICINITY OF THE CONSTRUCTION AREA' PRIOR TO STARTING CONSTRUCTION U - EXIST. ��ONITOR vrELL . The Reserve of Mill Q�u� _ �, ,� I �, �,J , I ; -r^ ,� _ ► ,;r;, , - •. c. IST. IRO,v PIN & OR PK (S; T, t-OUND) . I r 3) IT SHALL BE THE ., ONTRACTORS RESPONSIBILITY TO NOTII r AND C00RD11NATE CONS, 11,_.1t.T101N rrI t , ; �,? � ; . Pt�TI °�t fa r, � �;� y _ A I I i .. . t � I / Se,C Ion 1 I I 1 UTILITIES. I Ex1sT. cAS ti,E�ER : I I + I - EXIS I . GAS VALVE . 1 I 0, / 4 ALL QUANTITIES GIVEN ON THESE PRINTS VERBALLY OR I�� THE SCQP «r A .F c,;-; t �= `?�.!' - _ � T 1. . � I 7 i } E 0f WORK S`CT,ON , RI ,�- 1'M Al `1- nt :i� :� � EXIS►. STORM INLET / f . U. �;, sl# ice 42 9 U�t► a lrtet -. . . ' _ - n �' SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. ire = EXIST. STORM sAN. TELE. i:4ANHOLE . T.C. 83B.71 ; -- -.urb Inlet / / In S �. �. -� 2 6 l Gutter- 838.33 it _ 7/� 5} OCCUPATIONAL SAFETY AND HEALTH AD INISTRATION {OSHA) STANDARDS FOR EXCAVATIONS; FIN ti%I RULE 21 �;FR �I��' �JJr - EXIST, ELECTRIC METER . . . . I i j T. :J. BJB. 7 t �3 fT f� r . , ! ► Inv -829.3 PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS E�:CEEDII'�1G FIVE (5) FEET IN DEPTH. e'r'r - EXIST. Ra;NER FOLc /FCt�JER POLE w/ LIGHT . I I , G Lit t - r - 8 3 . 4 0 ��, �-- = EXIST. cuY ANCHOR . � / 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY 20 FEET IN DEPTH REQUIRE THE DESI"N GF A 11 R E I C A!r- E I' , ►�t _ -- ' �� , I � M - EXIST. TELEPHONE PEDESTAL T. I�e� . IrI ��• v SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. / I . `� HvAc uNlr 4� -'; �`! - ��-+� 7 iT SHALL BE THE RESPONSIBILITY OFH `.i i� IT' t : -- l:; n� f 1'+l• �� E. �.,_�� ) T E DEVELOPER AND CONTRACTOR TO MAINTAIN Q>✓, -�L1= Y ,�L?t y, !�� :1~ cep �x1�1. cLEANeuT Q en ce appr x. I� ' r - THROUGHOUT THIS PROJECT. r g - - . ,D2 I , l MAILBOX f ; f �'. �,P on n , r,;- 8} TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TG CONFORM TO APPLICABLE Lf} ;AL S T ki,N ,3:R� }` -, = ExlsT• LIGHT 1r ` j ` ` t' �� 9 BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHO�dN FOR REFERENCE ON��. S '''`"' %� �- I c t ; �- �: �, ? .. - - EXIST- B OLLAR D � \\-\' f `f ) EE RECORD -.�JI ri,; r.I '! �;I - -- - -- -- _ I : / t -.� . / .�' �--_ / ;1 / -, {-' '�' - -- -- --- -- EXIST. SANITARY SEA "JER LINE C� i �,, I / ? . (.,. -- BJB FOR EXACT INFORMATION. _ _ _ % ` + ^ I -- --- -- -- EXIST. STORM SEWER LINE \� j .% \ \' _ '"tom i f ' i' t , - 7 f ! t t ` +� i^. r. �- / 1 \� ,I ___ / ,� tr t �/- B ", . 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL_ BE REPAIIRED AND PO�ITIt1E DRAII�IA t r'c'`S !;ED. - - 592.1 - - = EXIST. CONTOURS . �^ o � , .�1 , . -�. 11 } THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE C01vSTRUCTI�N MEAItiJ A?�D I} /tLl f Its! A.�3C��,Ir,� tl"� - coNCRETE END sECTlora; (C.E.S.) : / \ WITH THE PROJECT. The Reserve a t Sprin MITI 3� \ \\ --- --____ •oa �1 1 Rai- GATE POST I I . . g .i . , T 22 -- _ _� ',r t!. o . ± 12 THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE I� "UST BE A 4�iN t� 1' r� °�; �T r� ;sj �; r ;I;��! - TRArsSFORM�R �// /J . , . � � -`�: t. Cu ~i _�--- �, I' C- : � Cf ) I M U M 0 F G N L. { r ) i I r F I r ._ .- . �� j �. '�� -'__\ \ i j �''- ---' t �`~- TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BF RF ;t; 11��'� ; -- - - - RIOT -OF-WAY LirJE SeCZlon 1 . �, _ \ \�_, j f ' ft -_. I 13) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR SACK 01 ROLL CURB OR FACE OF �l);l �'Il`':' -. = RC. Cs�D SANITARY ,.EWER LINE . � - 1 r - -;I v P. �,. 1, Si i de 42 9 � , \" ' , ) 1 ' il , 14 SEE ARCHITECTURAL PLANS FOR D TAf F ' ' I I L_ _ �' iI - . �,I �D RRC� =CSE� sTCRM sE��rE>� LINE `�` t r SIGNAGE SPECIFICATIONS. DO NOT�� - PROPOSED HDr ^E ROOF DRAIN In's o. 94-27146 �� .,N jt 5 S ! f STAKE :BUILDING FROM THESt PLANS. PROPOSED PIPE BOLLARD . I / �,� �,. \' , . # j ` ' 15) COORDINATE CONSTRUCTION ACTIVITIES: WITH ADJOINING Y° "CORK. VERIFY EXTENT OF ADJO ;i�!��G Lf,;l �: A1,� ^^ . \ fr r f `� = 7 . 0� \ rt, POSED Iv:AN!-10Lt / �` ,� . � 1 t , COORDINATE AS REQUIRED. _ \ r �J r = - PRCrOSCD CONTOURS toY J r J 16 FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERT! A '� 1 ��I�',I I _� �= �' r o� \ \ `�'� ; } C L �URBS TO MATCH ITFIIty .. _ r t r :_ .�._ �� -. 0 - Q� PROPOSED ELEVATION . � \ \a. I FEET. . . 6 � � )�� - � � It � j I -��- - DRAINAGE FLOW ARROW o I tI I _ RESIDENTIAL / 4 � �^ t i 1 { rl - "CATER LI N E �C \ r v ins a ra - . ��-.. 1i . F.F.E. FINISH FLOOR ELEVATION L6 - 4 -0 - { �� _ TOP OF MANHOLE IN' ET CASTING 11 C-4 R I l ;'! = Iil`vERT °BOTTOM ELEVATION F PIP . , Ott r� i-- E ) (PIPE) 1. C -�C \ c� ' "" \ I- ' � i t �� RLp = REINFORCED COE`JCRETE PIPE . \ � t �, Lot 21 1 / / �\ II ' I I t t , �-� 1T I ��y 1, = CORRU�,ATED ��!ETAL PIPE I , Ik_• - POLYVINYL CHLORIDE PIPE ! \\ \. ` ) f �\ i 4 19 r f L-- ST R. Q-) -' ' I R. STRUCTURE The Reserve' of Sprin.g Mlll i I , W _ = . L. Buffer Grass, I s l COPING BLUFF LIM STON ,�1• -� t�iATG+� ExIsTINC GRADE � f ..� 23 I 'Z t- E + E S -_ .� I - t n ' . . 25.9 \1\ - /1i r t , I Sou SJBa- SURFACE „RA=IvAGE Section 1 \ - . I 1. t C) e i I . Y 1 0!* . I I 24 i • M I I I cP CAF cLRB . \� A � � � �. i\ `•• :! i i f f �T = c=I,TTER �- �. �. Slide 42� R28.5 s �, II.. 2u r { g ;1�,1 , ti�R1� 21 ► s ! - _ __ L _ ' a �'D UTILITY LiTY LI N t: 7 /J}Ji = , t I i I i / �^ I I TELE, HJ�J;_ LINE / y 62r J • \ �! • • S�' I t f 1 ( ! 1 : Yn i -. �" i r v. Inst. No. 9 4 2 7146 / {I \ . 1 ; I ; I I � 1- _ �' I T E�PGt�AR� B = NCHMARK . ,` % �.0. ' . 1 L-,_,I , E - - = ELECTRIC LIN , , �7 .s i { I J 1 E . it,1, ' _ r4 » I ss. t I I /`. t. ToP OF BLOCK 1 7 �1 ) -� f . / . . 1 3 r ! ! 1 r-= fi -, ::� r 't- } I -, 1 ! 1-__ _ 4 = ' - NUMBER of PARKIi1G SPACES . f .I !, if -1�, Vii: 1 I I (� ra c -� t I �- -1 J 8. J 0 l . , 8.8 r 2 .... . . .� P �_j r f I { . _ . ._b i } , j� f _j i i 1 r R4.5 � I I j = i 6 i - ' 1 - . 1 I I ; l t? . 1, I \ �/ # I r -� i » 10.0 I I E _�_ �3� ' T3 I . / I L. `i- 24.2 tt . I I I 8 STAI ! DAR D FACE _ ;;�: _ , _ t C� t v �' ';x.11 :; I a r I I i i I I BLOCK (TOP COURSE �� -�_ ` =-1- • • 1 8.0 } -y :w.. I� ✓ V � �if !e �! 1 1 ... i I J `` r•� i' I-+. i i :t �, i� 1LT� t �1, 1 t� dot 20 1 , ;� ; �j I�- I I ONLY) t , {,.� , P,- ,vlr�u P>=R :.��tNIL L,�� IE�I c�o� I �, . �., ;�f� _ � . Inst. #92-28300 � I I ; + -_ _ ° 0 R 14.5 3 .J� ( 1 ' I i I'll I 4) The Reserve a t Spr*ng lMlll �t o I :�� ,� :I �, I ,. ,_ . 2 ;= / ^:'tJT FLUSH WITH �1DEYavALI� �... _ I �' r� -• #4 BARS 24 C. C. . Sect*on -- - . �.� GROUT CORES FULL s . 1 � 3 Imo: -�-- --#� n �.-- I ; I I w,\ , �I 23 ; '� Q 3 f t . �=_ � '" C0'��CRETE CURB PFR CIS All. 4N SHEET j 1- i 2G�1 11 I I : \ Q �uj . �" I P. C. �, Slide 429 - \ j 3 i I 11 . / ,p• 17.9 � -\� yf ��•1i ;• I , II I Inst. No. 94 27146 o -, . � . : �`J I' -� ' I I I . . i \* I 2 ! 6 .. . . � I I I R5.5 �,F I -� is = Q)j . , I I � / ; I (§\ - � . ; . t 4 R29.5 I ; -7 I c� I . ;. / e \' I I 1 . �� cb. y v . I I . , \? / ` , I / : I . &I . \ . rF4r i I I x" Q �\ \ ' it! €i I I I � I I � . ; I - {jj }j I I / �\ - Vj z / Q 0� .0 n \ f i t , ' e� 211.0 .� ,��` ' I_ I t I e � r/ i , �' ' 6:0 ti\ 1 1 �a % 120.0 2 , %� ;\ ? I _ �, ; I . O 6 /. \ \ ! t , 11 �, I� I , . ( . o \ �. I I Mill a / �\ 6.0 \I 26 1% r i� 0 i 5 1 1 n i f ---- - -�•- I ; i P i\. ' I 4 18\ r t-- �-+-� I I I t 1 /� \ .1J I- I I ,/ • o e 1 \ \, � , I � -� � I I / - \ ; \ I- l _ � I �� I I I I I. I I I ' 429 \\ 12 1 �\, , I ! I , j`� '; p/�' I 1 I -I - I �, : I / . Q / i F r_ i I --i a� l LJ L) 6.5 veI;tr e✓n 4?oS --� �� I I I I ;"�-_- 1 6.0 7 , -�- 27146 17.9 a • r' \'' � t I I I \ �P� ��teC�, IG�, ,\ I " (� ; i I r a s � � �.. I � . / _0 / . - - - -----,/ V[ W-6-1 A N.89 °06 ' 1 01'E. ----V - .�._ %� -_ 46.97' RESIDENTIAL Fence .4 ) E of line .26.0' z - ..•�+• N W t� ..a CC) . ...3b 0 w LA Pump system on conc. pad 69.27' S.90'0o0'o0 "E. ffi7 8 a -_ 21 & A IT & T (Tel e) \ \I ` r I } I I I I I i . a e m ork ed c ear , ,'� 1 cr) 1 : _ . .2 I, \\ . -1 3 t� ---- I I I I ., 13. � : 0 a.a.,•j I I 1 J� .Q , d ,� I ' I 1 I Fence) / 4 \, _< __.i I of line \ t _1 0 I 21 ' . v �t.� I I �_ I �: I c I1 I . 40.0 \ ,`�. _ I t { • I I I 3 5 !` �� i t I I l ' • 0 1 - 20.1 11 ._•_.•�.l �; I I 11 . I =2 I I '- L i 11 ' i ' \ \ n I\. �\ Is I - t t I `¢ . ! I`I \. 1 I I . . \ z I-- I I` . 20.0= 47: I I.� s � I! I I : . I I I , ,I C� I i 6 / 22. o .� .��. \1 I ' I I ICI I I �� { 1 , I . . / � 21 I I 1 ! �� '� , I 1 / �� ! I I I 1 . To Radius P' int h. 1 1111 I I I . \1,\ I I I 10.0 X.. / 6. 36.0 .- \ - ---- . f ! I I I I ,G a ., Q�}0 I !! ;, \ N , I= i I I I . C r4.6 d 'd f ,5 Z•aJV VV UV • t I. ,��\\ . i ; I I I I I 2.7 1 \ \ \� . �. / I= i I 1 1 t . R4 5 - I I\\ � t- � I I I I I 3 d .1 -\ ,,r.\ t I I I ' j i . 4 5.04 \ I ;�; I t . . \\ �� Temporary I 5.0 .2 \ 1- �\ t I i 8 _ I I= , I C4 \�\. t , Benchmark ' I A f I I'\ ! i , 1 I I I \\ . N. I 1 26. 13.9 R4.5 , I l I .} I I �" •0 21.3 1 \ I } . � I .. a 4 . . 36.0 I \, ;,- , I I . \\ I'. � 11 ! I I I a • \ f I 11 �' i I i . . .. 20.0 �� . I_ 1 L h� 2 ? I } . ,do. l� \' � ;I I , I I �: *, .. . 0.0 - 0 I � I I 11 f BLDG. 9762 S. F, 3 \` I 41.3 ; \-\� \ I w , I I 16 I \, \�� ;2 0 Cep i 1 � U 0 F.F.E. 839.90 ;� \ \' 'I �, # . . 20.1 �\ \�I t �,4 I I� I I 26.1 - . \ \, . �.�� ii I tn 1� I I �, , 34.6 4.9 \� \ ��. , _� �� i f 1. a ,�` �I Q' ' '' � ''.t 1 I I 0 I 1 11 r a� ' No kn wn eas menf \. , I . ; I t ! 1 I--_ I 11 �' for this pump sysm �\ f r LO \ � = i i iI V = . . 40.0 I\ t '� 1 , 25 Buffer . I ., \\ rI I t I I !� I ood Board ~'"6. HVAC UNITS . g, 11 `� ' > l 45.3 ' ' ' �\ - 1 t ' I �� ' \�� r i i t � ! Fence _ t I \ . I II 2.i I\, ! r 47.3 �� ► 22 } - I t I I 47.3 I \� � t • I I I i I /\ - ; \ I 1 L • 1 1 � r . �- \\r 1 1, 104 , . \ . 5- BSL 3 0 I --1'0.0 21.3 \ _ I I ' 1 I 0 / ___ I I =- I i I I v, -f- - - � -_ - - , 11 "' I p ," --- 1 I _� 1 10 I i _ ______. & j l I I I cry I Abandoned Mf -�--�- �, i �� j t 1 I I� I T: C. - 835,,x" r . !' t r �" I • t1 I �? ! lr �.�, I t I �, �_. , '� /11Q; I 1 �1 -�- , . \ � -a , I f j ! 0 1 • 1 I ` Y f ,Q I t I ter it 1 I ; , , / a / >� j V� 1 y r I d e Of 1 r t / I . : F II , . ; ; \ I . . I ! I I 1 0; ;f % 1 I I 1 �• ) / / 1 . ; \ / N+! I , r 100 YR FLOOD EL. 831.44 ,� ; t I l I I i� !, t r / . . . . \ l Ir; r I I f . f � f I I I . . I I ; I I / i l I . j I - in v- 825.34 I , , I . i. f_ 7 i I s . .. I . I -�- be�,r1,� inlet / . / /,/ n r, r __ f / . . . INDUSTRIAL T. �. cJ�4. �� . 1 ,I t . . I , ;� ,_ I I . . . . I I I / . I . l n ; , ___ , . 3 ' I J SJ .� . . . i jJj r� r I . r j ! . ) r I I I . . . . (( 7 ° r 1 Iii I / j i . . . . . . z I . . I I I / ! I . / . . . . . , _ :. -: s, - - - - - - - _..r` -_'. -vr -T- „ ��_-'c _ - - _ 1�+' - :fin► _ _ r _y^ - _.a -.ryy �., -t'.• _'�'��_ +�. - ,t.?°��,...z.. -i __ __ __19:;;1 1.11=11; __ __ , a-, _It- _..""____ -;;.-_-_w-,---H-------..MZ--- - - -_ ll __ - i - -_ ___ - I I �_..,� -. ,r . �.._ T� r 9 8 7 6 5 I I ,I I I I s r I i � ; = 8 CONCRETE BLOCK I W/ STANDARD BRICK FACE = -_ . I __ ' - -_- j I ' I `4 , 1 r 6" CONCRETE SLAB W/, _ I— ; - IBERMA GN 6" COMP. _\ C' 1 I GRANULAR FILL , - .�1 --j (SEE SITE PLAN FOR C-) EXTENT of CONC. SLAB �I 1 6" \\ x BRICK LEDGE � � M FLOOR ELEVATION I \\ - 100.00' I #5 BAR TOP AND BOT. I ' 5 i a BOTTOM OF FOOTING - 97.33' . I WALL SECTION . , I I 11 r- • 2 x 2 x 5/16 „ racing Material Welded Steel 8" Concrete Treated V`Jood I Tube Frame Block Wall I f I . 46 4 41 I _t � I - 611 Ty pi 01 ' 2" _ yp I E I i 1 // / / I I E ' I I 1 i I I I - I I � I { I I! ►� I I � ; �I = { I 0 13 1 0 _ � I I i '� I I I { =� I I 0, . ?I ,_ I I -4 o Concrete I Pavement Foctbolt I � -, I I_ Weld To Pipe 6" Vertical 11 Horizontal E" Pipe Sleeve Hinge, Weld To Gate Frame 1 /2" t, . Dia. x 4 '� ;� .Tae:: Stud Anchors Typic .,11 2' Dia. Concrete Footing 1 FRONT ELEVATIO"N DUIViP�TFR E�1C1__OSER DE A!!_ I I I -� I# CONTRACTOR SHALL CONTACT THE DEPARTPtiEi y I OF ENC iNEERiNG TO SCHEDULE A PRE ,CONSTRUCTION MEETING T ,O _ _ _ Rt-.� iEW THE DEPARTMENT'S COI�STROCTIO r�LQUIREMEN I S cY I ' Q1IAjFF NOTIFICATION REQUIREMENTS, I REQUIRED INSPECTIONS FOi� CERTAIN STAGES OF THE WOR I, AND TO REVIEW THE AU AU HORITY OF THE DEPARTMENT ASS IT RELAT T � ES O ,NOR K WiddIN THE EXISTING AND PROPOSE CITY RIGHT --OF -WAY. - -- i :r:71ZZ �`� - - - , =�['€ -t4ni.t� ,.:w`'w.,ir' _ - - S..m:'✓u`_ -. UPr� s - 3�' ;C.�' .. `i62:� •s 7 r - - = -z-. - - - -- �r - -may . :,z.. _ :t_i JY I 3 1 I I rRill I ,'. '�ifr�� .jt� ■ t�,g # s to , � °= . I- I 6 `01 ��/�R �_/' ..v -i �.. t�r�. ;;- L- _-_d." , ,v iii f-.1 $• t >iYiL -. Y , v du1iI . 1 �. n r-, % 1 1 L I i � --- t �JTA! �0 I ,_,/,.,,, . 1. -r -,� t . ;; i_ ? ; /r II I 1 1 , ;I i--± . r ! . r., 1 I \�\ I I i\ i { `S I , i 11 11 I' ; I I i =-. ., N j t r ; ! Y��f_.'' -- ice, _. cry= --_:, --- =c - -_ .--r - - r- r.�.a.- •- 's-rYt •,. --ems. . F. L.° �ji'�'?iic'S'4.ie_'F'��s -lS+.� ^s _ . Y1`., _5�..`.r.ia °�XSGsx.- a1YC•Sa�.ef - -.- � : . � i - PARKIN SUNIIv N T- I PARKING REQUIREMENT: SPACE PER 250 S.F.: 9:'62 S.F. - 39 SPACES � PARKING PROVIDED: 39 -TOTAL S PACES 2 WORKING DAYS BEFORE YOU DIG. ; � % H j. 1, e I I 1 / �� i W " .; �, . �, INDi A. IA UNDERGROUND PROTECTION SERVICE, INC. .�� T ; LvCATONS OF ALL yIST"aG UNDERGROUND UTlLITIE5 . I E SHCYNIN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED 00, MANHOLES, INLETS, VALVES. AND MIARKS MADE UPON i HE GRC)UND RY OTHER1 Awi_D FRET S =ECULATIL'E IN NATURE. THERE MAY ALSO BE OTHER Er Z) , i. U� JDL_ k1_7 1.� UTILITIES FCR ti "JHi%�I ;THERE IS NO ABO �jE GROUNND EVIDENCE OR FOR WHICH NO 'ABOVE GROUND r-\, 1-NCE 'JAS Ci3SERVEG♦ THE EXACT LOCATIONS OF SAID EXIS l G UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO ANY AND ALL CONSTRUCTION RMkSF_ CALL `HOLY �� : 1. 1-- 8-.00 -382 -3 TOLL FR,r,. O T ... 4 %0 00 E40 �inN E-4 * U \6 \0 0 \0 U cM (V W 4T d. in H ZI r--4 00 00 'd; � Q C5 M M M 00 (4 x W .< W s C 0 w a o FV1j U A w� H A z rA ,0 Q-I �� % - z I I• En rA 04 r - -1 W Q - i !t >4 --_a r -11 W W 0 P n >� �4 M �D O En Irq A I �10 W q�r . Z tT >, M .< Z Z �� . ;� .< __ ___ 1 0 i� 94 o A W . U� . W io4 z � o 0 T 9L4 Z O� W in IH E 4 - O in , u o U U 94 4- 12 ° � �CQLn "' -Y ° CQ 2 o Z N W o >_ . _` N o � X aJ woz� MXzxE � O C7 r\° Q d U W E_ p w a Q° � Q U C) 4 %4- 0 w � E co E o E r__ rl- r1_,`r1_ O o 0 0 0 W � M r- co (n N E- O N N O .- I�C6rno6 A OoOr- W :2 rz Q� p w w 0. z z z z >z Q w w w z . J J O cr- w p w N__1 III :E �;: ::H � Q F- Q 1-0000 f Y- cr_ Q:� f r_ cc_ wwwww Q_LLt1.�� tnC10U) tn(n z z z z z U) 00000 p U 5 t o t o (n F) ,2 www�w . w ��tf�Iz tx 4 ® ®4® ```\,t�11 ! 1( 1 1 1 �// �\\ 5 � • .S H/NiV /// .�� 11 G15 T F' ''ice Q '� RF' 9 N0. .00 * .--.�- �,: --- , �� r - :10200392: - r � "° STATE 0 F ...r,; , -:::� ', 0� NDIANP ��. ;, e �,� �. /// ,iitIii 0 .td !`? JAMES K. SHINNEMAN P.E. 10200392 Q) � p=er . (D I I V C3 d. .t_al . Id •.2 5 � 0 1 9. V) ° N Fw=q 1�0 ot CO d .R, Z3 -el 9 9 .C3 co I N W . cf) ° 11 � �T� , I N > I'd I ' C ��,4 Emmi V.� I . l, Ir- I o _. �_ o� co >-, � . v) ( co . o •o ,_� 4. . � � Q ~ w "L 0 ::� (z.-) &-, ' Q-+ 1�4 O 11 T I X C) � �. a�a, IT. 9 'EF,T �j (3. ; ` a PROJECT NO. wO7.0251 ,� `� •: 11 1. ;: i\� p , /� ,s II. T-H EXISTING , Av`t�,LEN- __, ,� 5 ' w) EXiSTIt1G H`Y`DRANT TO BE RELOCATED AVPROX. 4-' EAST � ,�_, {/ b ' 11 �\ .. 1. Tf-I , 11 CURB V�ITHIN s' 11 Jl. 11 . ry ;`.�-REE1 E iIvTEU� AL j,1A LK A,ND CI�RB PrER DETAIL ONI SHEET C201. ,��_��, I. a t '�C '` ;R- i t- LK PER D;_ ON SHEET 0201. .� 1 (;° \ ! F-`3ir'OSED STOP SIGN . F ! `, �;;SFu 2 " PAI =.1� i E ; ST :�= BA ►1, TI i RM ,PLASTIC MATERIAL 8 ___ 1 -.1 E)P �PC)`r-[) 4'" PAIN T E�' P RKI ;.• -I� !NE . . , ;�,,, .. L.Iv -- _ I �I ^ `, _ -_�% :S I-? : l ". i'i i / f. 1 % 1 7 , i`. R %� r r f ' • C' / - . �=.�; ;- ,,r;I {,I ►�� SIGIJ - 1 v1.1 ,�,�LSSIB RECLtIR�D tT'�P) _ '•� . r U N L.-.I' u LU E . ADS: AC C1.� _- , 1 --- ' I 1'I AISLE I --♦5 W, DE, I -•8 WIDE (TI YP) �a i -�.. ; z i_ I�.i I t'1 r1�1 ' ',ir ti,Y P.j `�I - 'r I T H t5r. r 1 ' .� �_, ,��A PARKlI�IJ .., :r7:�i�� VvH11 YrITt-� BLUE BACKGROUND (TYP) . ) • `, •••.jIN'-. =,;_!L_ PAIRMNG BA R k- SEE JCIAIL OI~J SHEET C2o1 I 'I;-, ', I - /., �., I. ;� .Je.I� P*S -1il�% ENCLO "SU` E ..EE- DETAIL EHIr ! !r' 'T . '% a ' 1 �. GRGU�� D SIGN LOCATI0N I ' � == , r�_ ., BA RAMPS rFP 'ND0 i S T AND,�RDS r� l , - t 1 ' ,,, _ ;, DEPRESS C! I� °' SEA DETAIL ON SHEET C2(�1 `,_. , L_..,._.tD C1-1 - /-- Face of Wall! �- "__\ . 1 14" Rate Ned '{ / / ' 2'�� 6., i'Y►1 =1 +�lU`,� CO,�ICRETt li`� RIM -IT- OF !, ^JAI'. SEE DL�TAIL Clv SHEET- C201 f.� To Top Of P11-W, -`\ �� r 1 : =- ! ; `�= f I�.`t:,Lt PARKING Si✓ 3.�:E�, SEIE DUAIL ON SHEET 0201 11 -2,� 22 .) ' - ASPHALT PATH, SEE PATH DETAIL SHE I C201 6" D*a. Sch. 40 -- I 7 1 Jee l { Pipe -' �--% CI , ' S rAN� IRC. c•A I CURB I " Dia. "L' Shaven ' ! - k\ : 2-Ar) '-v7 r' r, r. r, --,- � . i I-'t G ADA RAMMPS I��-_!; IND`�I STANDADI DS & Steel Hinge Pins _1 Weld To Pipe 6" Vertical 11 Horizontal E" Pipe Sleeve Hinge, Weld To Gate Frame 1 /2" t, . Dia. x 4 '� ;� .Tae:: Stud Anchors Typic .,11 2' Dia. Concrete Footing 1 FRONT ELEVATIO"N DUIViP�TFR E�1C1__OSER DE A!!_ I I I -� I# CONTRACTOR SHALL CONTACT THE DEPARTPtiEi y I OF ENC iNEERiNG TO SCHEDULE A PRE ,CONSTRUCTION MEETING T ,O _ _ _ Rt-.� iEW THE DEPARTMENT'S COI�STROCTIO r�LQUIREMEN I S cY I ' Q1IAjFF NOTIFICATION REQUIREMENTS, I REQUIRED INSPECTIONS FOi� CERTAIN STAGES OF THE WOR I, AND TO REVIEW THE AU AU HORITY OF THE DEPARTMENT ASS IT RELAT T � ES O ,NOR K WiddIN THE EXISTING AND PROPOSE CITY RIGHT --OF -WAY. - -- i :r:71ZZ �`� - - - , =�['€ -t4ni.t� ,.:w`'w.,ir' _ - - S..m:'✓u`_ -. UPr� s - 3�' ;C.�' .. `i62:� •s 7 r - - = -z-. - - - -- �r - -may . :,z.. _ :t_i JY I 3 1 I I rRill I ,'. '�ifr�� .jt� ■ t�,g # s to , � °= . I- I 6 `01 ��/�R �_/' ..v -i �.. t�r�. ;;- L- _-_d." , ,v iii f-.1 $• t >iYiL -. Y , v du1iI . 1 �. n r-, % 1 1 L I i � --- t �JTA! �0 I ,_,/,.,,, . 1. -r -,� t . ;; i_ ? ; /r II I 1 1 , ;I i--± . r ! . r., 1 I \�\ I I i\ i { `S I , i 11 11 I' ; I I i =-. ., N j t r ; ! Y��f_.'' -- ice, _. cry= --_:, --- =c - -_ .--r - - r- r.�.a.- •- 's-rYt •,. --ems. . F. L.° �ji'�'?iic'S'4.ie_'F'��s -lS+.� ^s _ . Y1`., _5�..`.r.ia °�XSGsx.- a1YC•Sa�.ef - -.- � : . � i - PARKIN SUNIIv N T- I PARKING REQUIREMENT: SPACE PER 250 S.F.: 9:'62 S.F. - 39 SPACES � PARKING PROVIDED: 39 -TOTAL S PACES 2 WORKING DAYS BEFORE YOU DIG. ; � % H j. 1, e I I 1 / �� i W " .; �, . �, INDi A. IA UNDERGROUND PROTECTION SERVICE, INC. .�� T ; LvCATONS OF ALL yIST"aG UNDERGROUND UTlLITIE5 . I E SHCYNIN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED 00, MANHOLES, INLETS, VALVES. AND MIARKS MADE UPON i HE GRC)UND RY OTHER1 Awi_D FRET S =ECULATIL'E IN NATURE. THERE MAY ALSO BE OTHER Er Z) , i. U� JDL_ k1_7 1.� UTILITIES FCR ti "JHi%�I ;THERE IS NO ABO �jE GROUNND EVIDENCE OR FOR WHICH NO 'ABOVE GROUND r-\, 1-NCE 'JAS Ci3SERVEG♦ THE EXACT LOCATIONS OF SAID EXIS l G UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO ANY AND ALL CONSTRUCTION RMkSF_ CALL `HOLY �� : 1. 1-- 8-.00 -382 -3 TOLL FR,r,. O T ... 4 %0 00 E40 �inN E-4 * U \6 \0 0 \0 U cM (V W 4T d. in H ZI r--4 00 00 'd; � Q C5 M M M 00 (4 x W .< W s C 0 w a o FV1j U A w� H A z rA ,0 Q-I �� % - z I I• En rA 04 r - -1 W Q - i !t >4 --_a r -11 W W 0 P n >� �4 M �D O En Irq A I �10 W q�r . Z tT >, M .< Z Z �� . ;� .< __ ___ 1 0 i� 94 o A W . U� . W io4 z � o 0 T 9L4 Z O� W in IH E 4 - O in , u o U U 94 4- 12 ° � �CQLn "' -Y ° CQ 2 o Z N W o >_ . _` N o � X aJ woz� MXzxE � O C7 r\° Q d U W E_ p w a Q° � Q U C) 4 %4- 0 w � E co E o E r__ rl- r1_,`r1_ O o 0 0 0 W � M r- co (n N E- O N N O .- I�C6rno6 A OoOr- W :2 rz Q� p w w 0. z z z z >z Q w w w z . J J O cr- w p w N__1 III :E �;: ::H � Q F- Q 1-0000 f Y- cr_ Q:� f r_ cc_ wwwww Q_LLt1.�� tnC10U) tn(n z z z z z U) 00000 p U 5 t o t o (n F) ,2 www�w . w ��tf�Iz tx 4 ® ®4® ```\,t�11 ! 1( 1 1 1 �// �\\ 5 � • .S H/NiV /// .�� 11 G15 T F' ''ice Q '� RF' 9 N0. .00 * .--.�- �,: --- , �� r - :10200392: - r � "° STATE 0 F ...r,; , -:::� ', 0� NDIANP ��. ;, e �,� �. /// ,iitIii 0 .td !`? JAMES K. SHINNEMAN P.E. 10200392 Q) � p=er . (D I I V C3 d. .t_al . Id •.2 5 � 0 1 9. V) ° N Fw=q 1�0 ot CO d .R, Z3 -el 9 9 .C3 co I N W . cf) ° 11 � �T� , I N > I'd I ' C ��,4 Emmi V.� I . l, Ir- I o _. �_ o� co >-, � . v) ( co . o •o ,_� 4. . � � Q ~ w "L 0 ::� (z.-) &-, ' Q-+ 1�4 O 11 T I X C) � �. a�a, IT. 9 'EF,T �j (3. ; ` a PROJECT NO. wO7.0251 .... .. .. ... 10 a 7 7 C) �b Lot 23 The Reserve a4, Spring Mill tx Section F nl6t Curb I P. C. I Slide 429 C:) Q) T. C. - 8,38,,71 i inst. No. 94-27146 Cutter-83B.33 Inv-B29.3: Or"! E N. ence appmx G� '7 -d 01 1 1'ne 9 )a W------ - r % IM-11A 9 or 10 Son MI , . -Z , `11 so; i/ tme _C Lot ?2 1. 839.9B *08 S-81 C) In v. 825. It 11,4.00, The Reserve at' Spring Mill Section 1 4; v., 1P L f. V (b,l (6 W. w. P. C. 1, Slide 429 . . . . 1 -1 �) Ins't. No. 94-27146 x J.1 j X C C q rc r If V. n,)- </ (b CONSTRUCTION I M ITS P, RESIDEN TIAL Q + w . . . . . . . . . . . . . . . . . j Ck ffl n +: Co _G CONS RQC,"TION ENTRANC"E., Lot 21 9,9 -kx T, 838.00 ME N mt 1-\tbtf vt UL P1 111y ImIl V 12 x5 N 4" '1771 ! "i, .61 'r', 417 f \ , I \ I a * Section 1 1 .9- 60 o-w 14N L gh 0y �.Z P. C. I Slide 429 4 14, �j 14 2 I-rh Inst. No. - 94-27146 M =I .. .... N., b I-LJ L 2.0 _x It-/ >4 IS ED Rlw <, /-0 eA am, 16, w_C 838.75 A MEG �:_q -)' 9,41 `,-_148 3 �7. 5 2 f \838. 833. 25 b 4_7 5 3 E _R_0 SJON CONTROL NOTES: T IHISS P[.A-.N IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CON."3TRUC"TION SS 11 T E af `vVAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE I'S TAKING PLACE, THE tr.',%ONTRACTOR AN-DIOR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE.ENGINEER SHALL BE CONSULTE-D IN THE [DetENT THIS HAPPENS. TEM.IP'Or"RARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN -UNALTERED IN EXCESS OF 15 DAY3. PERMIAINENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHLED GRADE PRIESERVE- EXISTING VEGETATION ON THE SITE- WHIENEVIER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL E R O'S111 0 N. ALL SE-DiMENT CAPTURING MEASURES SHALL BE IMPLEMENTED. PRIOR TO, THE DISTURBANCE OF THE ON AREA THEY ARE INTENDED TO SERVI%P.#E. A] ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAIITAINED TO CONTINUE- THEIR E F F fE_ CT I VIE N E S S. I F GF ' (N-DING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCIEDIURES SHALL BE USED. DURIN"I'"7' DRY WEATHER, KEEP LAWNS VIAT'r-RED WITH SPRINKLERS OR OTHER APPROVEED Mq-HODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION A."I0,1OR CONSTRUCTION ACTIVITY. ViATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRAESS51 HAS BEEN OBTAINED. 0- THE EROSION CONTROL IS THE- SOLE RESPONSIBILITY 0 F T HEE THE IMPLEMENTATION AND MAINTENANCE 01" CONTRAf-"TOR AND/OR OWNER. SHALL BE THE CONTRACTORTS AND/OR OWNE-RIS R'EsPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE ka DIRUCTION ACTIVITIES) FROM BEING DFPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING c D i'll"I It I-,' .Yt S/D ITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-50 CONSTRUCTION ACTIVITY STORM 'viATER RUNOIFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPRO"it'ALS REQUIRED FROM THE LOf%'jAL AUTHORITY AND TO SUBMIT A COMPILETE NOTICE OF INTENT LETTER TO T E 0"_ ICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY fH_ 017C, CONS)TRUCTION ACTIVITY.. F,%q,R SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN T`HESE PLANS -4 THIS PLAN 1NDICATEc-' '_R0rS11%0`N CONTROL MEASURES A � I ` -- 1 1' -R'PPING AND PAD BUILDING R U'R r- D TER .�O S] WITH DEVELOPER FOR H A'S TA K r- N P LA C U ORDINATr M r-AS U R P-S R E Q U I R rE D I IINT 1!L PROPERTY TURNED OVER r-OR Drr--VELOPMF-NT. fN00RD:NA_'11_E WITH HAMILTON COUN_["Y SURVEYOR'S OFFICE PR0(_31RAM MANAGER OR 'NOORDINATOR FOR ANY CITY OF CAPMEL QTORMWATER OT[Jr--R MEASURES REQUIRE-D DUE 1-0 SITE CONDITIONS. C,) Woter Line 'Esm Lot 20 N�, 0 #92-28300 839.2 .74 The Reserve at Spr'ng Mill Section I ...... 4 .2 MEG P. C. 1 Slide 429 838.74 8 r 00 4o' 94, Inst. No. 94-27146 839.27 n6) L838.77 839 a �mc 6. �x y AGRI DRAIN, BG12 1>1 r��839.43 70, L 8 3 &9 12". YELLOW BAR 3 �yj 4 GUARD, SEE Lo ................ 1-837,22 MEG + /,00 SHEET C104a rp n k- .2 982 'ErviST#J.G,_7,P1 -In tx g M il I �x 839.43 26 838.93 w Ld w 140. LLJ 7 Ct Qr F 29 A 0 1146 tfen.* cri P BIO r c S 4 rPL Itctr1c).. � �\\ *j L839.55 838.50 RETENTION SWA dre -tn &A e d -"de& 1w SILT FENCE 6F 4 C6 INSTALLED A6ROSS -b THE 0 E G AWN r r 1838.50 C, .90 j 839.5� j -do %k N.89"0691 0"E. CIO + w AGRI DRAIN, BG10 839.2D 4 . . . 5- 3 tx 46.97' 1839. 1 10" YELLOW BAR G RD (0 Ix Old Qr. r.1 1= 40 38,50-1 LJO I V-ru o Radius Poin 839.70 b <1 *P, 838.75 839.55 4` S.90000 00 W. 838.25 1-0 7P5013 4 + 839.23 4 839. 4 1 emporary CY) ....... 838.73 838.43 838. 4 00 ..,--6qnchmork, 0) 836 tx 4 -8 3 9\4 3 1839.90 r 8 3 9. j0j 838. Son MH LI T. C. &36.74 7 839.53 ln vi B26-.6 U/ Irv. 4. BLDG. 9762 S.F. CO -839.90 . . . . .. F. F. E. 839.201 C: RESIDEN TIAL V 8396 1'C V C-) C V LOA 1839.30 w gn Kq_20 Cx ?J. r 833. 839.86 Roin LO 910 1 Ped 0 1839.901 Ped t- STRUC TION IVI 1 1/13 Y� 6 m +16 Fump s on conc�.�'pod 01 -8 w b, I tx f n 00�..* OF 69.271 Boom Oft r "00"E. S.90000 838.36 ffl,3 0 0 1 M. E 1837.86 K) ,.A n e d, tki 83 .00 M*E*., 1:839.7 Qe U "%.28 S U0 �x -001 8376 M.E wo 8 Pump 837.7 co n + 00 N�, Ln 04 CL (U (n W(3ter C d9e: of N� cr) 0 CN -(b U') C\ 100 YR FLOOD EL. 831.44 fill 0 r REVETIVIENT RIP RAP 1 'x 5' W/ U 0 (D NF Ml'�O N D -C -825.34 cu Inv 6 7 (0' Cj m tx 00 6 jo eh i vp Wet L.Li z + 0 7 4 4- LD p�� F= L INDUSTRIAL < V C M a- + it^ B 10 9 B 7 6 5 wwWAPx-NiENTG� THIS PLAN TO 81:' USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE'REQUIRED IN THF FIELD BY THE INSPECTOR. -LEGENTD-. INLET PROTECTION ROCK CHECK DAM PERMANENT/TEMPORARY SEEDING USE PLANTING CHART CONSTRUCTION ENTRANCE (6" OF #2 'STONE ON FIL-71ER FABRIC) .-SF- SILT FENCE CONCRETE. WASHOUT POSTING AREA-4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUC11ON SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. PERMANENT SEEDING IN S75BN EROSION CONTROL BLANKET BY NORTH A-MERICAN GREEN COM1.1"A"CT PERSON FOR EROSIO-N --I r r UUINI I XUL & �&IAMEN T PRACTlUE3- WEIHE ENGINEERS, INC. 10505 N COLLEGE AVE. INDLkNAPOUS,'IN 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: JMES K. SHINNEMAN EROSION CONTROL NOTES 1. ALL DISTURBED AREAS -SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES 3. THERE SHALL BE- NO DIRT OR DEBRIS IN THE STREET. NO EARTH DISTURBING ACTIVITY MAY TAKE. PLACE WITHOUT AN APPROVL-D STORM WATER MANAGEMEN T PERMIT. W-111 P P T ;#"TON L _[`_0! r U P NQ UU_ i--.p 1) A t 7 't- er" -;r'- z 1; "" I CREIEK lt'Y'ATERSHED V AM 'A VV. F-i .1 *11 0-%(Z;-AfR PEM 1[) 1 S CC GE "'C41% :.- * F-11 POST C&4141S"!�V "N`PION 4.65 c's, SCHNIE-IDER CORP. 0 'IS FROM THIS SITE D r ( 3; NE' U- P 0 N1 110 ACCEPT 6.8 1 d lo- IMS SD-ECIR-011 ru "M: i SS OISRE 1141ILL LEAVE THP- SE ot Lj,., F R 01, m P R 0 P ;,-, S Er- D B. I PONDS AND STORM iNLEET No. 702 T"O THE EXI',,`3TING r)r- TU 'j-rj7 1�f L_ � I 1-.10N CONTROL PLAN ''ON POND S' G U Trl 1 L ER0141W L S T Of's R lzkih; 1- IMAd BE NdREC-11011 DSCNARGED 1141-0 GROUNDWATIEER 'XISTINIG C-FFE-010N POND `0"TW 0� T 4.- _.HN Z, ff U I!: H6E S! 1E, AND AN ABANDONED MANHOLE IN SOUTHWEST CO3rRN;r_-_R,' 0 S E E FROSIO '..IONTROL tA"4 AOU 1 �VD SEE EROSION C01rij, 1 _R 0 PIAN9 I IMITATIONS) ARE AS NOTED ON SHEET C1040. THE L % k..e X-A _T11"41ESS N THE SOIL TYPES. THIS WAS ADDRESSED BY INSTALLING IV!, 01-1 1. �v! L ! NL L I t� FOUINDATION' OF THE BUILDING AND TYING THEM INTO THE P` ��Popl, & T'-,-% Tz. 1-11 rN u !'LL-I N D TH E ;Y H I C, H T HIE iNl 0 lvl FL 1NTO THE 13110-RqEENT110N SMULE, THE STONE BASE 0 0. DF: AREA 1;711 ALLOW THt- GROUND WATER TO RUN TO WEST EDGE L; I 1% 1" 1 .01"01 ED P A R k" ..0;- T; If— IQ Q LV I A; U !,F�AV 1- THPOUCPl THE_ GRAVEL AROUND THE ROOF DRAIN TILES THAT AI Tl�r i� I 7 llf-�Jx �tjl t----411TH THE COtORUCTIGINI Sr[E POTENTIAL P 0 L L 1% J T.A N1 T S F R O?A A'r,"TIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM D1. I 1.ipj�-Tr-p E TIFREEZEv fv�ASOLINE AND DIESE-L I D E Arl-11 D j!y1f %.f. PAD 011L GREASE, ANI IF UEA F F 6 �7 %% 1L7_QUiPiM_N11; SOIL EROSION; FER'111LIZLER AND PESTICIDES FROM �A C,- A V :0 L_ 11 SH01111) PROPERLY ATTEENDED TO TO REDUCE THE CONTAMINANTS r-a. ENTEr- S0! I I i0m E I IN"' T�1_ M --l'TEM, TRASH SHOULD BE CLEANED UP TO REDUCE- CLOGGING 3 f)pm -y- _M` AND R D! 0- POLITILE N Tl A I BACTERIA AND/OR OTHER BIOLOGICAL AGENTS I t 0 M E 11NI T ZE'RIINN? 3' 11 IN THE "S T 0 IRK If S ) Y. Sa% IF Em'. me :�V-" rv,;. IN ---' "'n'. QUAM UEASURE IMPLE"WIARON11 RELATNE TO LAND Q1 Lj -all pfil i ES 0 Ukr 1. BEFORE CLONSTRI EV d'.., Ii I Ev kl"RK, AND PROTECT IMPORTANT TREES AND L�PATED ROOT Z 0 f"I '-T TIP E T !P TOPS011 AND PLACE STONE Nrl ACCESS POINT 'C"ON R; rEN1 ANC Sj I R %J AL0,"C' tEAS-1 ENITIR-Al",1110E Or- SITEE. b 5.1 C H SILT ING. R 1` 11 ET E R -MP` LK, A.5 51 FEND ; L_ ;41 N'� P1 0 f-,: ryri I I YORK - STRIP T PSOIL. BEGIIIN ROLIG31H GIRADINI'% AND PREPARF BUILDING PAD 1. LAN I -11ft :1� %3 R0 L" H G If �A DE Ail D R 11 L. ESTABLISH STONE ENTR41CF AND STAGING AREA. START Pi M P I m;iiri, r, -1 In-:,r N. F` FINIIISH GRADE AND SEED BASINS, SLOPES, SVvIALES AND ONSTf LRI tA r4,.7 t,-' _% I r MIOUND". TEMPORARILY SEED ALL D13, URBE.D AREAS. IN QA S 5. SA N; -1 i Ry S E-ViE S Nil TIARY SE ER LATE"RALS AND APPURTNANCES. L_ I L L IS TAII L OUTLET STORM 5LE_"N'LERrS SYSTEM AND EROSION CONTROL STOR"Al SE10iER C"'; TF-D t-- ACROSS -rj-�,7 nPENING OF THE Cj'R11rr_I(.%,1E INTO THE- 0U11ET T R 1 ',"% T i I D C' AUE" THE E S"T R U (3, 1j R E HA- S 8 E E N OMPI ErIELY INSTALLED. r I E R I 11 01 ITLE-7 L ki- T 11, _11 T Sj -0 R D! it-4 A "El INSTA! LATION Or- WATER; GAS, TELEPHONE, ELECTRIC AND L 1,7-1 1 j, - 191r]"IER REQ1LJ1!R-ir'1 UHL, rj Eg� kj !I� TRACTOR 3 H A L L SI-1 P-0111- ALL EXCESS �,eATERIALS, REGRADLE AND S-lr,AF!! 17C7 Ai! zpi:Ilf� I- li ST -D BY LITILITY 1115%PTALLtNTIONS AND RESEED. 4 11 k - DIS I URBE H IGRIUING �'Nlni f-Er" N-F EROSION COiNITRO' ANISH GRADE AND G A. N i� SE ALL F-ROPERIPf PIERediM,- �R AREAS. T S C* 0 U R�30 E S, Alk IN'SHED GRADES FOR PARKING N.- AVEMI P-Pi D DR' r-- L lij �e a E D A R EA S fLJ_. *G G FIN 3RAE r- AND ;NS TIALI LANDSCAPING. e- i rt HNAL SEEDI CE EROSION AIND SEDIMENT CONTROL PRACT-10-C-S UNTIL A - N -11 i D I ST 1`43 E D A R� EA S A?,f- PERM/4i.N f _V S-EA 1 1-7 F to'l .1 1 L I-NT B L D. ILP 0 R Ul' A� P, m --ii- JUR Ka o S W /DEPOSk REAS 'ZEE EROSION 0 P�__ _-N U, R�4C:�_ I5,11RE_ii WO.'r-4 U0111HOD-3 SEE FROSION PON-ROL PLANI C_ c 4 4 401NIS SEE BOTH SHEETS C104 C104a 01. E D, I Al-j. 12 cj"CF��: I -Y'l OR � i�- E I SEULL PROOT110"I P 41 SEE SHEET C104a Lk P F0 TH r NIAID FOR P R E E E -Nf 'DOVELOOMIENT CO. ED U U L'n ��D `d S -t !'ar rn p U. A k 1 0.' ? %Tp JA"E" E 1!k % I 101' F� f ICT, 114 SITES FOR 'ERAL YEARS WITH NO b r S. h MEASUIR 1_1 .2 1 E- `E EP SION C (), N T RL' P11' 1; PTVII K _r REVISION ULOC"11 ON TITLE BLOCK OF EACH E Ei, nT A T T T NJ is v'm T J.. ,L� VIL �J_1_4. lu 1 rxh JPNT10fN PLAN fi'l EQ T r I F f I _f T I fie"07% ;pr _U L n VU ASSGC!,`� WON 1 THIE Pir%JPLDS:�MR Lm USE PROPOSED SITE WILL 0.1;z POTErNlrllk P01 UTAJN11TS FRO�M THIS TYPE Or,- DEVELOPMENT !Mrl i Nn�, Bi 5i 1 1:-. T M- D TO: R1!`D%'f IND DEBRIS F7011A PARKED VEHICLES & VEHICULAR TRAFFIC J "REEZE, BirtAKE FLUID, ' INDOW WASHER FLUID, L1.1 3 PEAS ANTI'r L H F-1 1- L FUr L-Ss 01 %R"r 'SEE"IMENIT) FROM WEARING OF THE ROAD SURFACE, Rill R' E � Tr T T T R. il-S .1 i", Pj �f T R 1 _4 AJ&ri! D OTHER 610L0G'1.,r.%AI_ AGEENTS, CONTAINLr-"D IN IHE IRASH) FROM un L 7 D% --;y DISPOSP"! OR, STORAGr-, AND ELaA1_LE_'D RECEIViNG WATER P'OP IL T IQ, In R R U NO CT, CONTACT WITH IMPERVIOUS SURFACFS. STU A, F, UHM""S - B'O-PONDS ALONG WEST EDGE OF PARKING I fj- T r)UT11 "TURE VVILL BE INISHCTELD FOIR 511JAII]ON t%ND 8L0C6'1,G,,P'- AFTER Ali N, T[jA�11 k HEAW RA!.,N:,FA1 TWICE A YF-,AP% A MAXIkIIJIM OF SIX MONTHS APPART. THE ew E OWINIIIERI OPE 4TI`N AND MAINTr. NANCE ;;u Z�i N' HOVerl IN TH Rj (ci 7 "N' 'rjR 'r,"INTAINING TH' PONDS �IiATER QUALITY STORAGE 4 IE Dr ILED rl:, I '. �'iT I *1 1� i,.- - CON'z% UCTION D17--AILS ARE SHOWN ON 1.) j r "D IN O&I-MI MAN�IAI THr )TR A INI D %F` P t F! 1.4 LAN-1 SET. ek ZN-R�E Ll E 5 C "i � E t�11EASU174-i-NE INPLOIENTATION THE EXISTING STORMWATER C�! liN, P LA fw- F_ UNTIL N ER01,.110N OR SILTIA"FION CAN TAKE PLA(CE. THE M Q 1 Pm. 1! !Ty it- DURING MEASURES F07R, 111HE 00�At'NER W" L BE 111V _7 A cz �1, X's �SA Imiaxm TO -fzEm- CAR WiNi'M !n0l ela INfi" 61110-PONDS AND TEGEETATION WITHIN THE PONDS WILL F 1 i 4.1 �-TREAMS AND RIPAR[Af4 HABITATS. THE ADISR" IMPAJCT TO S El V"i N' A.�,,'. PLANS. ON RU 5. UWATER Wif IN CONISTRU!"PON MAIN TIE1`4ANCE UNTIL THE I -EASIURZZ. 1 0 AVINE R. N K ME I'NIT 'Ll ALL BE INSPECT _ D -lw'Hr- B1_1 111-D. N D T,0% -.i; A NiN1,111'.1k D t!'�, 7 =-I R% 3 1 i REN LA"iki'N 00 BANK AREAS SHALL BE SEEDED y E '"tr-C ED P NUALlY. CLEAR ALI DRAINS TO MAKE ip, Mw -a �4 , f , 'o! "! 'rY DEBRIS FROM EIND SECTIONS AND _RMANENT P001 SHALL BE INSPECTED E� WE. Pci. IV,. PIL E V f F010VE FLOATABLE DEBRIS. VS CTED MONTH` EAN OUT FORE6,46S j `C' N F U LL. 50 P L :`T A E�! I 7'- HL J_11- 3 D WITH ADDITiONAI RIP RAP IF EROSION HAS y P HAZARDS. CONTACT .3 AND A 'j� U! NTIAL PUBUC Z OR, GU* VICE j N, r I C A 0 :7� f"'011 1-800-382-5544 WORKING DAYS A 3 % "TOO 'If I THE LAW" INIDI�AINIA 61111-DERGROUND PROTECTION SEFMCE, INC. LOCA-RO"-:3 C' ALL E-XISTING UNDERGROUND LITU"11,111ES ON THI;S PLAN ARE R&SED UPON ABMT GROUND EVil FDEENCNE B 11 T NOT UMITED TO, MANHOLES. INLETS, MACP UPOIN THE GROUND 2Y OrHER) AND -.j L-C a ARL7 'zFz:- ULATI-VE IN t-J'AJURE THEME MAY ALSO 13E OTHER tDANSTING UINXERV-IRQUINID U-1111-11-11LES MR1 WHICPH THERE 5) NO #-r�rii! C R.0 OR FOR WHICH NO ASOVE GROUND [-:Vi1`jEE_NC,*1"7 WASS 0B_E-h%,ED. THEt EXACT LOCCATIONES, OF SAID _3 UNDERGROUND' LITILITIES SHALL BE VERIFIED BY THE fC0*0NTRzC`T0R PRIOR TO ANY AND ALL CONSTRUCTION PLEJ-&E CALL 8�*LZY L*L.Er T "" FtF "c=l on v-.4 %,o oo UT__4 q�T 0 �0 U qqT 00 00 t%4 t< V-4 V-4 m (n 00 x U U 0 F-1 wT L 4 1.40 > (4%% L r 00 T > z o L I U 0 P.,4 U T4 U 4- L0 p PQ z 0 0 'x E__4 U x U r__ E w 0 Z E CO E 3: 0 L) 0 a -r- >-4 a %*.- m E 5 E E I,*- N N N C) 0 0 0 C) a vi 6 v--: c6 6 6 E-4 0 N c,4 0 w1_ r-z C6 6 6 C� C) a a W z Ld 0 z z 0 56 af z z z w w w w z 3:: _j _j _j r-% Lr- W LL1 LLJ zfr- Ir fr :�, < < < 0 0 0 U 0 C:f fr Irf x X 0� Uj LLJ Ld Ld Lj_j Ld a- EL EL EL a. a- V) (A U1 V) V) W V) z z z z z z z 0 0 0 0 0 0 C) V) Uj Ul V) V) U) 04 M E>j Ej> E�j �d> Eli, �jl S H /v4/, w. 05ttf?, I(Y NOW 110200392 S TATE 0 F I;v .0- ND I A 0' Z� ............. ONAL list JAMES K. SHINNEMAN P.E. 10200392 PROJECT NO. ` 7. 02 5 1 d C\Z C4 C3 .ea U 46-1 C CQ 0 :2; LO C\2 SHEET NO. PROJECT NO. ` 7. 02 5 1 O LC) C\j C tl- C) U) o o U CD Cl\j �� w j 0 3: 0 O C) to 0 1: 0 (N CD C) LC) C\j Clq O C5 C) o E E � 0 O 0 Z25 V3 > Lli QU U I CS < " LO CN / -� 0 C) � _ E C;� �C) 0_ � M OD Q) mv� u W-01 9 Led u 7 _ 6 6i 4- 3 _ Y. WET kESIC PRAIRIE MIX IS A SEED JkAIx THERE ARE NO PLUGS T0 INSTALL 2' All' SEEDING AND LANDSCAPING PLANTS WILL /�� IN THE SPRING � 2008 CHECK ALL PLANTING SCHEDULES AND PLANT -WARRANTEE PAPERWORK B�� |N8TALUT!ON INSTRUCTIONS. '---'` 3. THE WET MESIC PRAIRIE MIX SEEDING IS TO BE COVERED WITH A S7�Bw B|0"'NB SINGLE NET EROSION CONTROL BLANKET. THIS -LANKET IS BIODEGRADING AND w011' NEED TO BE REMOVED. 4. THE B|O-DETENTON SVALE IS NOT BE MOWED OR CDT, ONLY CHECK PLAN T3 FOR REpU�CEMENT. CHECK FOR ALL EVASIVE VEGETATION AND REMOVE IT FROM THE 80-DBENTION SYALE AREA. REPAIR ALL DAMAGE TO BAN. 5. NO 5UBSTITUT0NS OF PLANT MATERIAL vMLL BE ALLOWED. u. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY 3FOCK. 2004 EDITION, AS SET FORTH BY THE AMERICAN NURSERY AND LANDSCAPE msS Or, wJ(Om. 7. AL L N m LANDS#CAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF 0NE YEAR FOLLOWING FINAL INSPECTION BY UND8CAPE DESIGNER AND CITY OF CAR�EL INSPECTOR. AT THE [ND OF THIS PER/OD, PLANT MATERIAL TERMED DEAD UwSxrSFACTORY BY LANDSCAPE DESIGNER AND CITY OF CARMEL |---'-'SHALL- BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE R. A n 40 SrAPE PLAN NOOFE, \ LA-WN TO BE PERMANENT SEEDED WITH KENTUCKY BLUEGRASS SEED OR APPROVED ALTERNATE. (TYP) SEE CHART O ` CONTROL CHEET c104, ('V,; SOD; ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRA33 SOD OF BLUEGRASS OR "ADVENTURE BLEND" TURF TYPEJALL FESCUE (BY. GENERAL C. 0 N1rFAr\3T0A). N/JUIRAL LANDSCAPE BB] EDGE. NOT U�E� ' ` '~= ET IMIESIC PRAIRIE SEED MIX. OVERLAY 3EED AREA WITH EROSION CONTROL BLANKET: � NORTH AMERICAN GREEN ' B1O-NE[ S75BN OR APPROVED EQUAL. IN ADDITION, SURROUND SEEDED AREA WITH ' TEMPORARY PLASTIC FENCING: ' \m� |ENAX-C/NTOFLEX C TYPE FENCE | w sm"m 0-V 1- 1 M ESIC PRAIRIE MIX HEATH ASTER Mi TrAflICAL NAME COMMON N41E Oz./Ac. %d,—S AND SEDGES CAI %E X ANNECTANS YELLOW FOX L—L INDIGO LELYMUS CANADENSIS CANADA WILD RYE 32 ELYI-1111US ViRGINICUS VIRGINIA 32 WILD RYE 1.% IUft MANNA GRASS TOTAL 112 A�TER ERICOIDES HEATH ASTER 1 A Q NEW ENGLAND WHITE FALSE INDIGO PUPLE 1-1, IRIS- SjP1%CjATA DENSE BLAZING 2 STAR BERGAMOT 1 FOXGLOVE I PYCINANTHEMLIM YELLOW RUIDBECKIA FULGIDA SHOWY BLACK EYED SUSSAN 4 SUSAN RUDBECKIA SWEET BLACK 3 SILPHIUM NITEGRIFCLIUM JEREBINTHINACEUM PRAIRIE DOCK 2 STIFF VLERNONIA SMOOTH TOTAL: 48 ft& a rj A y 10 ��&�u~ �� IN CC A' OF � E THE PLAN AND THE PLANT E D; S C p�m SHAL� �CTATE � UV 0UE3T0N. CONTACT THE LANDS{AP[ --' '' l ALL 8MRUBS PU�TNQ �REAS' | BE COVERED WITH 4~ THICK LAYER OF �R E D D E D �u- `4 0 0 91 e A i0i K'_WUL CH, ALL GROUND COVER BEDS SHALL BE [�� 1^�R�� H AR D'Al 0 0 D EA R K k!UL C H. E A R K MULCH SHALL BE �� D G N E R tAINNQ SHALL BE UNIFORM IN TEXTURE AND �1"O R i'� NO �H All L 8 r 0 �N'D FROM SAWMILL OR LUMBERING OPPERATIONSNO �0Y �UL� � p�� T��/N� �� ' 3. �� -E�� HE�ODE S� � �PU� IN � �� AND �ROUND COVER BEDS AT RA7Bi 'SPECIFIED BY ANUFACTURER FOR EACH YAR}E� OF PL -ANT 4. F INIA 1. PLACEMENT OF �ANT. �X1rF_RiALS, ETC. SHALL BrE APPROVED BY L"-Jk1'DSC_'APE ARO"HITIEC7 EEFORLE PLANTING 0�I`?AT1r'N1'*3 ARE 0 PROCEED. ALL TREE 0�Al D� 3 BE MA.RKEED �TH A �OOOE`D STAKE /�.K.'ATING VARIETY M4D SIZE UF TREE ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HUnLY �`,',|BLE P'INT UNE V;IiTH OCCASIONAL W'OOD STAKES FOR REFERENCE. ALL "ST AK SHALL BE R[NOVEO FOLL0WIN(3 PLANTINGS OPERATIONS. LANDSCAPE DES|QNER R[S[RYES THE R/0HT T0 ACUU3T PLANT LOCATIONS ON SITE. OF PLANT IMATERIAL WILL BE ALLOWED. IF PLANTS ARE �HOwN T0 BE Uww�.|LABU� THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PR0� TO B|D C�7 }N ��0NQ. ALL PLANTS SHALL BE |NSPECT[D AND TAGGED W�H pROJECT |�E��RC/JOM AT NUR3ERY OR CONTRACTORS OPERATION PRIOR TO �OV|NG TO ,110S 3RI. PLANT3 lk!AY Alt-SO BE 'INSPECTED AND APPROVED OR REJECTED ON THE JOB clFri E. b ' ALL PLANTS ARE T0 MEET OR 'EXCEED AMERICAN STANDARDS FOR NURSERY STOCK. 200A ED00N' AS SET FORTH BY THE AMER/CAN NURSERY AND LANDSCAPE A3SOCy0ON. 7. PLANTS ANO ALL UTHER �AT[RIAL3 TD B[ STORED ON SITE WILL BE PLACED �*ERE T�EY xou woT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS D|RECTED BY 00iNER. 8. ALL N 11 LANDSCAPE- PuANTmQS SHALL BE Qu^RAwTE[O RDR A pE'R|DD OF ONE YEAR, FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END oF _'HS PERIOD, PLANT ��ER�L TERMED OE4O OR UNSATISFACTORY BY LANDSCAPE D[S|GNER SHALL BE REPLACCED AT NO ADDITIONAL CHARGE BY THE L�1O�C�PE ..0 j, O' THE U\ND3CAPE | � R SHALL OBTAIN AND R^X FOR ALL PERMITS AND FEE3 TH/T BE REQUIRED FOR HIS/HER PORTION OF WORK. 7O. pE�T HO3S T� BF'USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED �AJE��L. CHQ BRD�N |N COLDR AND COMp0�ED OF PARTIALLY DECO�PO�EQ V�QBABLE �ATE��. P�J MOSS TO ALSO BE N|L^~ ACIDIC IN CM^�ACTER AND SHALL �EETAPPRCmAL OF �NOSCAPE DESIGNER. - OCAP 0TRCOR 3H NOTIFY LANDSCAPE DESIGNER |N WRITING 11. LAN ALL PR0R TD DID OAT[ OF ANY PLANTS THAT H[/SHE FEELS MAY NOT 3UR�Y[ IN LOCAT{0NS NOTED. ' ' 12. xLL L��D3CAP/NQ PLANTNQ3 TO BE M�N7�NED FOR Q TURNOVER. ��NTENAM�[ TO |NCLUOE V�TER|NQ. �EED|NQ. CULTIVATION, - -' '------' Alt--4D ALL OTMER NECE�3/Xr DPE�J0NS REOU|REO �R PROP< MULCHING, —- csn�BLSHMENT OF AT [ND OF - ,wwmTEN��cE PER0, D. CONTRACTOR TO RE�OVE C��N� AND STAKING FROM TREES. l7. CON UN PRICES ON EVERY TYPE OF WORK AS REOUESTEQ 8Y LAND!3CAPE OBS|QN[R. l4. BACK�LL R]R TREE ANU SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL xNO 25� APPROVEO PEAT MOSS. TOP �YER OF 8ACKF/LL SHALL BE 100% cX|�T .1 NQ TOpSO|L. A 5-1O-5 ANALyS}3 8L0Y RELEASE FERTILIZER SHALL BE |mCORPO�JEO /NTO BA��RLL AT APPROVED RATES. 15 PRDNQ[ � � 4^ PLAN |NS SO|L IN ALL GROUND COVER AND FLOWER AREAS YNTH NI|XTURE C01-%`PR|S|NQ DF 0NE PART COMMERCIAL GRADE 3POT7|NG sp!|L.' b PA�TS T�PS0L AND 4 PARTS PEAT MOSS. A FULL 4^ LAYER OF ApPROY[O SHREDDED F8ROU3 PEAT MOSS MAY BE USED IN LIEU OF PLANTING PLANTS SHALL BEAR A TA SHO)WIMG GENUS, SPECIES AND VARIETY. 1I PU� S�� BE C-RTIRE-D f61Y THE' STATE OF |NDIM4ADE_PAR-1h4ENrT OF NAT � ��LE-C-3 AND FIRIEE !FROM DISEASE OR HAZARDOUS INSECTS. 1J Q�[� CN OR O pRVOE 61 MIN. APV OO|L BEWEN BU|�N� �D 5/O�WALK OR CURB. �0R0NATE W/ARCHITECTURAL DRAWINGS 1� �Uij, TO 81 PLACED. �UND�� AND WITHIN �� UN�� OTHERWBE NDT[D. ' r Sri, VE A, N. ED R E M 0 1 OIL; UMYil 4TED �OODY PLANT� FOR BUO-OETENTON SVWALE AREAS ARrE: |N\��K/E FOR Blsu-D"�FNTION 3V0ALE AREAS ARE: ML O CANARY ��' PU�PL � L003�E3TR|FF AND COMMON REED. ' ' , | )| ^ SCALE: 1^ = 2U' as Ij � _ Call 1 -5544 � VYORK|NG DAYS BEFORE YOU DIG. L ^ �� W�� momex uwosnonnuwo pRnrcnnow ScmxMc INC. 'HE L 1,1-Vi-JONS OF ALL EXISTING UNDERGROUND UTILMES I THIS) rPLAN ARE BASED U,`01`4 ABOVE GROUND (INKd%LUD1NG1, BUT NOT LIMITED 70. WkINIHOLES, INLETS. VALYES, N-410 MARKS MADE UPON THE GROUND BY 0`iHER) AND .x1ST,NG UNIDERGROUND UTILITIES FOR WHICH THERE 15 NO FOR WHICH AB"'VE" GROUND EV:DENr*E OR NO AE30VE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EX1711ING UNDERGROUND UTILMES _43HALL 13E VERIFIED 13Y nficE 'C'ONMACTOR PRIOR TO ANY AND ALL CONSTRUCTION TOLL FFEE - 1 u CN4 4 00 00 qtT t%Z t< C5 V-4 r--4 C) u cy) m 00 0 T z T) ui 0 00 k==4 �4 0 z to Ld cr Fn uj U5 U5 uj Fn 05 ri all No. 20700127- SHAUN M. iY4N 20700127 9 ri C) CP3 SHEET NO. C107 PROJECT NO. 0 Q Lr) C-4 0 r- 0 E o 00 0 M C CD Ln c1q 0 C E o 0 Ld C C) < 0 0 0 6 In 01 CITY OF CARMEL CONCRETE CURB POLICY:. December 13) 2006 1) General A) The work subject to the requirements of this. policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing,--and. other work necessary to prepare foundations and soil subgrades, install aggregate -bases and install concrete curbing within property within the corporate limits. of the City of Carmel and existing or proposed right-of-way- B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to . the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work . completed shall conform to the 2006 Standard Specifications of the Indiana Department of 0-1 Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as - discouraging petitions to appropriate governing bodies for variances for. alternatives which can be supported_ by advances I in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term, Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department. of Engineering, other personnel employed by the City. of Carmel, or authorized agent(s) that ..May be retained to represent the City of Carmel. b)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other 'personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer. over the work shall be per Section 105.01 of the Standard Specifications.. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer. to schedule a pre - construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review. the authority of the Engineer as it relates to the work.. K) Under no Circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department -of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance wi th the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct. concrete curbs within the corporate limits of the City of Carmel. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2) Foundation A) General 1) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii)The foundation. shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy'.. 13) Excavation and Embankment '1) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent -backfilling for removed items within the. slope stake 'limits, shall. be performed in accordance with Section 201.03, and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable. and deleterious rTiaterial shall be completely removed within the limits of the slope stakes.. R 9 �7 11) Excavations (1) After excavation operations,' all spongy and yielding- material that does not readily compact shall be removed from within the slope stake Iii-nits and the resulting v . old shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced , depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. ill) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding' material that does not readily compact shall be .removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resufting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the* construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance. with Section 103 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard. Specifications. C) Soil Subgrades 1) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 9(B)' of this policy and only after the installation of all utilities and subsurface drains indicated on approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specification&. ii) The , subgrade shall be shaped to the required . grade and sections, free from all ruts, corrugations, or other irregularities. 11.) The subgrade shall be uniformly prepared, compacted and .approved in accordance with Sections .207.02, 207.03 and .207-04 of the Standard Specifications. iv jSubgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203-26 of the Standard Specifications. Unacceptable areas shall be corrected, to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proof ro 11, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base, or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall bP subject to additional proof rolls prior. to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A) General I) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications.. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. i The Aggregate Base material shall be obtained from a Certified Aggregate. Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate . Base material shall be handled and transported to, and on, the- work site in a manner that minimizes segregation and moisture loss. V) Aggregate Bases shall be constructed on approved I soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal, Limitations 1) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. 11) Frozen material shall not be placed. III) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of policy. 8 7 X 5 4 C) Preparation 1) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. 11) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the i Aggregate Base on the subgrade in accordance wish Section 2C(v) of this policy. Unacce�ltable areas shall be corrected to the sat I sfaction of +. he Engineer before any Aggregate Base is placed. D) Spreading and Finishing 1) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specificatiors. ii) The Aggregate Base shall be compacfed in accordance with Section 301.06 of the Standard Specifications. 111) Concrete curb shall be placed over she .Aggregate Base within 14 calendar -days. Aqqrecate Bases that lay exposed for a period of time greater than, 14 calendar days or experience a measurable rain P.-.Vellt prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be' required. 4)-',- Concrete Curb A) General i) This work shall consist of placing concrete curbing On, prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of C armel Standard Details or in accordance with the cul,r-bing details. of the approve-.d construction documents. iii) in r Materials used the production OT the concrete foi- the curbing shall be in accordance with Section 605.02 of the Standard Specificatiors. High early strength admixtures may b utilized but shall not be considered In waiving any requiremen.-ts of this policy. Freeze protection admixtures shall nol- be utilized under any circumstances. iv) utilized Equipment utzed for concrete curbing installation ili work including but not limited to production, hauling f cJelivery installation, jointing, cur n 9; finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Speci i ications. v) Concrete production, mixing and hauling/dej* livery shall be in accordance with Section 502.,n of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. 13) Preparation 1) The soil subgrade orAggregate Base shall be- subje(,1-.to additional proof rollsin accordanc e with Section ?03.26 of the Standard Specifications Just prior t-o placing the HMA courses in accordance With Section 2C(v) and 3D(111) of this policy. Unacceptable areas _r shall be corrected to the satisfaction ion of the Engineer 11-N before placement of any concrete 'curbing. f- 11) All displacement or - rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. ('-'1) Weather and Seasonal Limitations I) Concrete curbing shall only be placed in accordance, with Section 502.11 of the, Standard specifications Tions s r-IT with the exception, that placement opera',J hall -1*1 the ambient temperature 504E begin unand rising. Placement operations shall be c dis(-.ontinued when the ambient temperature is descending and is 50 °F or below. At the discretion of the Engineer, concrete may be r) at ambient temperatures leis than noted above provided that placement, jointing, finishing and `u ring Ing operations conform to S 502.11 and 702.11 of the Standard Spec,fications, frozen subgrade o r- 11) No mixturea. shall be placed on Aggregate 'nose. iii)- Under no c' ircumstances shall conClreLe curb be placed between December 15 and March 30. rase if� IV) if a soil, subgrade or Aggregate over which concrete curb is to placed, is placed and approved I -r- by the City prior to November 30, pIac-\e-.rne\,n1t* of the I concrete Curb will be allowed up to Deceff}ber 15, provided that the. ambient and soil Subgrade or .1 she Aggregate Base su rface temperature 1-lomplies WILh requirements of Section 4C(i) of this policy and th,e paving ConLracLor pay for the- services 01 a full tine I r construction inspector and who shall a"-..t* as an authorized agent of the Engineer. The- Engineer shall select the construction inspector. IJ 3 v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements Of Section 4C(l) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for- the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. IV) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer-, that prevailing weather conditions and /or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb. placement, curing and finishing.. D) Placement 1) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605-04(d) of the Standard Specifications. ii) Curb, machines, may be utilized in accordance with Section 605.04(c) and 605-04(h) of the .Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. 111) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed- in accordance with Section 502.16 and 605..04.(b) of the Standard Specifications., E) Joints 1) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. 11) Joints shall be installed at intervals of 10 -feet or less, 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the s a irri I e location as the joints in the adjoining sidewalk. joints ma y be sawed or tooled to a minimum depth of '/2 -inch. iii) Preformed expansion joints .,shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these. requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section .502.14 502.15, 504 a nd 605.04(f) of the Standard Specifications. ill Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed .Concrete curb, curing compound shall be applied to all exposed surfaces Including sides after any forms are removed. ill) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. Gi Backfilling 1) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the f Standard Specifications only after the concrete curbing is inspected and 'accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior 110 opening the area to regular construction. traffic. 5) 'Inspections .A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose ot ascertaining that the work is in substantial conformance with this - policy and the approved construction documents. B) The Contractor shall notify the Engineer- a minimum of 48-hours in advance of commencing any work this sub'i ect to the standards established by policy. C) The Contractor shall schedule proofrolls With the Engineer a of '48.-hours in advance of such proofrolls. D The Contractor and Engineer will conduct onduct an inspection of the new concrete curbing for any damage, including. freezing or random cracks.. Tihe inspection and all ..necessary repairs shall be completed prior �o backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is In substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications appllcable to the _portion of the -work suspected to be non-compliant or as directed by the Engineer. LAI 0 O 00 *-he En gineer determines V-4 �� T IA/ h e ri�� that is \0 kn Iq �0 0 \0 U nlecessary to confirm compliance with U -1. 4 • 41 W 110 M-N -, L F-4 a n d a rd s of quality or thickness, r4-A Iq 00 00 9T o i re e curb shall be cored and tested 0 U at the r F.�lxppns-,:�:i o the Contrac tor. The X average thicknesses of the curb must -� e-cival or exceed the minimum prescribed �00 U by the approved construction documents. C) 0 W� 'S:)LCh inspections shall not be construed H A T Z T ,-o relieve the developers) engineers or Ln < r� contractors in any way from their obligations and responsibilities under their P ZJ contracts. S pecif ically, ins pec ion b the y r 1 0 Engineer, or b y retained engineers or 9% >4 tes Ling agencies, shall not require them . W to assume responsibilities for the L approved , construction documents, for any I 1 00 misinterpretation of the approved Z construction documents b y the < , A lo-4 contractors during construction, or for the means and methods of construction, W � nor for safety on the job site. I-!� VNork identified to not meet the 0 U0 U reQuir;(1a.mentS of this policy or the W Z .0 approved construction documents , a � Z unacceptable work, whether the result of Z� poor workmanship, use of defective �� W material,cS,, damage through. carelessness, � 5 F o any. U y. other cause to exist prior -',',-he f inal cc(..epta nce of the work, EIF s i-i j- i I be . r'moved ii-nmediately and �. replaced in an acceptable manner at the L (0 0 Contractor's exiDense. C; _°: 0 CN -the Contractor falls to comply Q� E X M X Z E S4 E Ln forthwith with any order made under the ow C T- .-I ou rs W - 0 provisions of this subsection, the a Q U En•.ine.er wi.11 have authority to cause co co E 6 E E E u no(-ceptable work to be remedied or 0000000 removed and replaced; to cause W 1-6 (n c6 ai 4 6 E- CD cq I! C� linauthorI r-: m m 6 o -* 'zed work to be removed- and to `: � C) 0 0 deduct the costs from any monies due M or Lo become due. W UJ W UJ J) Work 'done contrary to instructions 0 W UJ W W 0 Z Z Z Z provided by the Engineer shall be Ir- 3 zzz Z LA LIJ LA W LLJ Z considered unacceptable and sub ect to .3: o n s I I 0 0:� immediate. removal and replacement in 0zW[Y-afIKX W p Li.I Lit W Q�Q�QQQ accordance with the Instructions provided 0 c) 0 0 0 0 c.. o- ��o -o-�� LA Ld Ld Ld UJ LIJ Ld b Y the engineer. a_ CL a- 0- a- a_ 0- 6) Ac:1eptonce Z Z Z Z Z Z Z 0000000 co u5 > A) Before acceptance of the concrete cur b 0 u' u' F I-" wwwwwww > WWWW1r_WW the Engineer shall determine if the a4 ® ® ® ®®® . fl-i�provements are in substantial except for �A,Impliance with this Policy X\\ S H �,, cjnv variances granted) and the approved .... ..... T t consiructlon documents. ... ti ; NO* B) 'he En gineer m a y, aL' his sole disc*retion 10200392) cept work that i not in conformance L S STATE OF N14 With tip=s i policy provided that the work is ;e\ 0 '4; N NN bonded for a period greater than three %'/0 N A L X\\ '''' ►11,��► 10 -e a r s. The Engineer shall establish the \-,./vl\tended bonding requirement. JAMES K. SHINNEMAN P.E. 10200392 A NOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION M EAN S -3 AND METHODS ASSOCIATED THE CT AS S7E- FORTH IN THESE PLANS. PRO %i IE Q� THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES I I '3"UMA City �"TB PLAN ARE DYBED UPON ABOVE UROUNU 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 ABONE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE 1DENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND, UTILITIES SHALL BE VERIFIED BY THE COI "FRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL OHOLEY MOLEr 1 -SCK&-M-5544 TOLL RREE PROJECT NO. w07.0251 0 0 QQ C\2 I� � � H 4� E. � o W C4 > E- F Q 0 �-M4 F2 Z L 0 N 0 SHEET NO. PROJECT NO. w07.0251 a) 3 0 T J LO N O E i v a, o c T o T / I rn c � a� � o N N � � N �D � � v E o a: �v j ao Q) Ul vwm z �0 OF-f -w Qa w� r °boa C_ M Q) 1E A E01 UI In 0 r- C) 0 C: 0 In CN C\j 0 0 r- 0 0 CN E C) CD rn 0 Ld M G) < 0 0 LA 0 _j 7 6 5 8 9 10 U1 R R on conr...,. pad 10 .0 �-T -� -. N.Q \.N .0 N 0.0 \ ILJ X\ \N Q) N,�� .0 N\ II 1 \.N .0 0.0 0. ®r). N .0 13 N 13 0.0 0.0 N .0 N .0 0.0 •0 F'•0 rn V) X\ 4p% .0 00 0 Lo .0 .0 0.0 0.0 0.1 0.1 N\ Li .0 0.0 0 0.5 0.a : 13 0.0 '3. 0 '3. 0 '2.2 0 Zb.2 .0 13 Ell 13 0 2. 0 0 03 .6 .7 '3.7 '3.4 .0 13 13 0 E3 2 0. .6 01 '3. 1 '3. 2 .0 13 [3 a 13 13 13 a 0.0 1 '3. 1 4.0 2.2 2. 1 4 0. 0. 2 .0 N\ la U U U 0 0 j 26 -X 0 A 0.0. 0.2 "3. 1 2.2 1 2 .0 ' 0.1 0 .2 43.1 2.6 3. 6 • N\N\ .0 13 13 1 8() C. .0 2 '3. 6 '2. 3 0i. 0 \N 0 6 .0 [3 Q;j 2 .5 0 1 0.0 0.2 ..5 2. 7 2.2 .0 LLJ N 0 0 C) co .0 '0* 2 0.5 0.0 1 i 0 1 '3. 0 2 2.4 4.0 4_1- \\N\\ 7- A < L\ 13 Ell .0 13 "0 U .9 3.4 2.1 1 2. 2.1 0.0 0 .0 0 . 0 _ A j N. U U 2 [3 0.0 a 0 E3 U U 0.0 0. 23 4 .8 2 . 5 U2.8 U - 0.0 02 \N N N 13 i��i.o 0 Q 11\ r .0 0 '3. 1 :202 2 . 3 2.1 0. 0 . 1 "1 14 X 13 13' 130.8 0 -J .0 0 n 2.1 20-2 2. 6 777 ► .2 0 . 0 o E3 E3 L .5 0.1 .3 2.4 2 . 6 2 . 0 \N\ 4 0 :3 X 0 . E3 13 *5 1 *5 .2.6 A/ 1.9 2. -4,d 0. 2.4 6 Z -41 \N, 13 A 13'd :3 [3 0.2 1.2 1.7 2.3 1 4, ..7. <A 2.4 '3. .9 N 01 .5 0 Q, 0.1 0 .4 2' /1.0 v \N .0 BLDG. 9762 s.F. \N,, D F.F.E. 839.90 0 C Q 0 3 00 X. .0 13 0.0 0.1 1.0a ` i n 0.0 0 0.0 0% a Rain .0 N Pedeh)tk I 0.0 0 0 1 v 0.0 09 N 4... Z. 5' : \i- .0 .0 # ofo 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 7l .o j A b o ed MH .-835.75 Wd t Pury)p j C) CL j C) 110, ti r\ n» or 10 AJF XIL -1i Lidht 4 I 3 I 2 26' Temporary Benchmark -C - _7C) I 1 11 1110:� UKDER" HaM G I NAT1v Choose the bulldfa-e catalog norrienclature 'hat rest suits your need- and write it on the appropriat.p. 'tine, MIRI- Voltage Ballast ------- --- - -1 E Example: MR1 175M SR3 TB LPI Options Latnpr2 120 M (,,+, a �!. h a 1 i d e .3 n d Sh'.*,p6d' ;'rlLtalled in .fixture- i- .4111oressure sodiulm . ..................................... SF Si.;{ ,,.o_fuse(120,177,347V)* -------------- I b I an. k) Standard Wattage 210, rnagnett-c ballast 13F Double fuse (208,240,480V` -MAtvvistdock receptacle only PER N E Metal lincide CW1 Constant I I .......................... 1110 photocontrol) .6347 vvzztt3Ge 43W isolate , ac CR Ce,,,i-osion-resistan+�fitilslile:)oxy TBI _P ul �-) e --S to r t r I ie tai Ina J- i. de clear coat over p. it-it) loam QRS Cluailzrestritkesystern',"I TBVI SCWA Super CWA b St CIS Houseside shield (SR2, S113) Distribution EC Eime rg P n Cy ci r c u Hi g L. pre ss u TP Tamper-proof SR2 Segrnemed Type 11 roadway d CSA Listed and labaled to Canadian SR3 Segrnemed Type 11H a,symn-te'.1ric zet 35S? mounting SIT ,ystarudards 50S SR45C .,'�egmentvd Type IV f) orward throvi, N 0 N1 NOM Certified sharp cutoff SPA "13v j a re pole 70S 5�?Jppe�i -e mc Wdii) SHF3S Segmented Type 1.1 symmetric squai mounti lWS RPA Mound pole PE1 NE: MA twist- lock PE (120, 208, 240V) mounting ^ 4�,Vi- 150S PE3 NEr,,1AL 0t-Ioc*.,,PE(3471V) VV 8 A Wa 11 b r a c ke) t (u p P or.- 4 NEMAALwist-lock PE 1%480V*l or dolwn)" I PE7 NEMAtvvlstdock PE (2177V) NG'TES: T S C Sho-arting cap 'or PER cpi,,I*on I Not nvailable wit', 41080V. 2 120V only. MR10 'vandal guard 3 Consult factor or availabdity In Canada. 4 , Opti,onal. multi -IL-,,.,'oball,--iQ.I.(120,208,240,27-,'V',;(120,277,347VinL',-u,riada). -n 5 opt;,:,"( it perlta•twf) ball? (120, 203, 24, 277, 'P,30V: riot available Canada;. 17 TA" M, e halide 6 lsolatr,!d two -cool sys-tom an code ri).qLl!re;n'.,l Its tor 208V, 2400 and 480V appi cution:3. 7 Mounted in tons up cirlentation, fktuic! is dan-,-p location rated. 3 Nlust specif,V voitage. Not available with 1113 or TBV. 9 SF. DF or QRS opficons cannoti-lU ordered 1-ogothe-'. 10 Lamp I-)y other-.s. 11 May be ordered ,,s an access. y. 12 Must Oe spectined. ordering -- - - -- - ---------------- ---------- Soezity 44-1,ia -;-;:)prap.rlat.a drillkig patt !rn. Si c: h(;10vv Examtple, SSA.70 4C DU14119AS Nute3 T T v FEATURES & SPECIFICATIONS - --------- --- DN12SAS INTENDED USE C C>IVIER ,- Streets, vvallhvays, parking lots and surrounding areas. CONSTRUCTION A Architectural Area & Roadway Lighting Rugged, die-cast, single piece aluminum housing with nominal livall thick- Iless (if 118". Die-cast doorfrarne has impact-resistant, tempered, qlass Ions (3/16" thick). Doorframe is fully gasketed -vvitli one-piece tubular silicone. O FINISH - ---------- Standard finish is dark bronze (DDB) corrosian-resistant polyester povide,r finish, vviLh other architectural colors available. OPTICAL SYSTEM N11110 finish, segmented reflectors for superior uniftorinity and control. Re- M METAL HALIDE flectors attacl,l with tool-loss fastener and are rotatable and 5 5OW-1 75W Interchangeable. Four full cutoff distributions available: Type 11 (roadway), H HIGH PRESSURE SODIUW Type III (asymmetric', Type IV sharp cutoff (forviard throw) and Type V (sym- inetric square). 3 35W -150W ELECTRICAL SYSTEM 50W-1�50V'vl utilizes a, high reactance, high povvetr factor ballast. '115S utilizes a S Specifications reactance high power factor ballast. 175W nnotal 1131i(7110 LltijiZOS ;-I Crin-Dtant- L Length- 24.5" (62.23clin) wattage auto transformer ballast. 13,allasLs care copper vvound and 100(/") lac- tory tested. Porcelain, medium-base socket with copper alloy, nickel-plated D Dia, 18.625" (47.3075cm) screw shell and center cant�ct. OvOrall Pleight: 6.375" 06.1925cm) LISTING l ltflax. Weight: 27 lbs (12.2 kg') Listed and labeled to LJL standards for vvet locations. Listed and labeled to E E P A: 0. 5, 4 1 CSA standards (see Options). NOM Certified (see Options). IP65 Rated, d `n-•es ( d'munsions -re ` NAT1v Choose the bulldfa-e catalog norrienclature 'hat rest suits your need- and write it on the appropriat.p. 'tine, MIRI- Voltage Ballast ------- --- - -1 E Example: MR1 175M SR3 TB LPI Options Latnpr2 120 M (,,+, a �!. h a 1 i d e .3 n d Sh'.*,p6d' ;'rlLtalled in .fixture- i- .4111oressure sodiulm . ..................................... SF Si.;{ ,,.o_fuse(120,177,347V)* -------------- I b I an. k) Standard Wattage 210, rnagnett-c ballast 13F Double fuse (208,240,480V` -MAtvvistdock receptacle only PER N E Metal lincide CW1 Constant I I .......................... 1110 photocontrol) .6347 vvzztt3Ge 43W isolate , ac CR Ce,,,i-osion-resistan+�fitilslile:)oxy TBI _P ul �-) e --S to r t r I ie tai Ina J- i. de clear coat over p. it-it) loam QRS Cluailzrestritkesystern',"I TBVI SCWA Super CWA b St CIS Houseside shield (SR2, S113) Distribution EC Eime rg P n Cy ci r c u Hi g L. pre ss u TP Tamper-proof SR2 Segrnemed Type 11 roadway d CSA Listed and labaled to Canadian SR3 Segrnemed Type 11H a,symn-te'.1ric zet 35S? mounting SIT ,ystarudards 50S SR45C .,'�egmentvd Type IV f) orward throvi, N 0 N1 NOM Certified sharp cutoff SPA "13v j a re pole 70S 5�?Jppe�i -e mc Wdii) SHF3S Segmented Type 1.1 symmetric squai mounti lWS RPA Mound pole PE1 NE: MA twist- lock PE (120, 208, 240V) mounting ^ 4�,Vi- 150S PE3 NEr,,1AL 0t-Ioc*.,,PE(3471V) VV 8 A Wa 11 b r a c ke) t (u p P or.- 4 NEMAALwist-lock PE 1%480V*l or dolwn)" I PE7 NEMAtvvlstdock PE (2177V) NG'TES: T S C Sho-arting cap 'or PER cpi,,I*on I Not nvailable wit', 41080V. 2 120V only. MR10 'vandal guard 3 Consult factor or availabdity In Canada. 4 , Opti,onal. multi -IL-,,.,'oball,--iQ.I.(120,208,240,27-,'V',;(120,277,347VinL',-u,riada). -n 5 opt;,:,"( it perlta•twf) ball? (120, 203, 24, 277, 'P,30V: riot available Canada;. 17 TA" M, e halide 6 lsolatr,!d two -cool sys-tom an code ri).qLl!re;n'.,l Its tor 208V, 2400 and 480V appi cution:3. 7 Mounted in tons up cirlentation, fktuic! is dan-,-p location rated. 3 Nlust specif,V voitage. Not available with 1113 or TBV. 9 SF. DF or QRS opficons cannoti-lU ordered 1-ogothe-'. 10 Lamp I-)y other-.s. 11 May be ordered ,,s an access. y. 12 Must Oe spectined. ordering -- - - -- - ---------------- ---------- Soezity 44-1,ia -;-;:)prap.rlat.a drillkig patt !rn. Si c: h(;10vv Examtple, SSA.70 4C DU14119AS MAIMS I aut 90 dugre-,,,N D "A &9 A S 2 at I Pt() d c., g r c c. s DN12SAS 2 at Q_ 0 d e q r u,2 U1339AS 3 at 90 degr-eas 90 OM 3 at 120 d.-graes (round polles crily) Example: MR1 175M SR3 TB LPI Options Latnpr2 120 M (,,+, a �!. h a 1 i d e .3 n d Sh'.*,p6d' ;'rlLtalled in .fixture- i- .4111oressure sodiulm . ..................................... SF Si.;{ ,,.o_fuse(120,177,347V)* -------------- I b I an. k) Standard Wattage 210, rnagnett-c ballast 13F Double fuse (208,240,480V` -MAtvvistdock receptacle only PER N E Metal lincide CW1 Constant I I .......................... 1110 photocontrol) .6347 vvzztt3Ge 43W isolate , ac CR Ce,,,i-osion-resistan+�fitilslile:)oxy TBI _P ul �-) e --S to r t r I ie tai Ina J- i. de clear coat over p. it-it) loam QRS Cluailzrestritkesystern',"I TBVI SCWA Super CWA b St CIS Houseside shield (SR2, S113) Distribution EC Eime rg P n Cy ci r c u Hi g L. pre ss u TP Tamper-proof SR2 Segrnemed Type 11 roadway d CSA Listed and labaled to Canadian SR3 Segrnemed Type 11H a,symn-te'.1ric zet 35S? mounting SIT ,ystarudards 50S SR45C .,'�egmentvd Type IV f) orward throvi, N 0 N1 NOM Certified sharp cutoff SPA "13v j a re pole 70S 5�?Jppe�i -e mc Wdii) SHF3S Segmented Type 1.1 symmetric squai mounti lWS RPA Mound pole PE1 NE: MA twist- lock PE (120, 208, 240V) mounting ^ 4�,Vi- 150S PE3 NEr,,1AL 0t-Ioc*.,,PE(3471V) VV 8 A Wa 11 b r a c ke) t (u p P or.- 4 NEMAALwist-lock PE 1%480V*l or dolwn)" I PE7 NEMAtvvlstdock PE (2177V) NG'TES: T S C Sho-arting cap 'or PER cpi,,I*on I Not nvailable wit', 41080V. 2 120V only. MR10 'vandal guard 3 Consult factor or availabdity In Canada. 4 , Opti,onal. multi -IL-,,.,'oball,--iQ.I.(120,208,240,27-,'V',;(120,277,347VinL',-u,riada). -n 5 opt;,:,"( it perlta•twf) ball? (120, 203, 24, 277, 'P,30V: riot available Canada;. 17 TA" M, e halide 6 lsolatr,!d two -cool sys-tom an code ri).qLl!re;n'.,l Its tor 208V, 2400 and 480V appi cution:3. 7 Mounted in tons up cirlentation, fktuic! is dan-,-p location rated. 3 Nlust specif,V voitage. Not available with 1113 or TBV. 9 SF. DF or QRS opficons cannoti-lU ordered 1-ogothe-'. 10 Lamp I-)y other-.s. 11 May be ordered ,,s an access. y. 12 Must Oe spectined. ordering -- - - -- - ---------------- ---------- Soezity 44-1,ia -;-;:)prap.rlat.a drillkig patt !rn. Si c: h(;10vv Examtple, SSA.70 4C DU14119AS MAIMS I aut 90 dugre-,,,N D "A &9 A S 2 at I Pt() d c., g r c c. s DN12SAS 2 at Q_ 0 d e q r u,2 U1339AS 3 at 90 degr-eas 90 OM 3 at 120 d.-graes (round polles crily) 4 , Opti,onal. multi -IL-,,.,'oball,--iQ.I.(120,208,240,27-,'V',;(120,277,347VinL',-u,riada). -n 5 opt;,:,"( it perlta•twf) ball? (120, 203, 24, 277, 'P,30V: riot available Canada;. 17 TA" M, e halide 6 lsolatr,!d two -cool sys-tom an code ri).qLl!re;n'.,l Its tor 208V, 2400 and 480V appi cution:3. 7 Mounted in tons up cirlentation, fktuic! is dan-,-p location rated. 3 Nlust specif,V voitage. Not available with 1113 or TBV. 9 SF. DF or QRS opficons cannoti-lU ordered 1-ogothe-'. 10 Lamp I-)y other-.s. 11 May be ordered ,,s an access. y. 12 Must Oe spectined. ordering -- - - -- - ---------------- ---------- Soezity 44-1,ia -;-;:)prap.rlat.a drillkig patt !rn. Si c: h(;10vv Examtple, SSA.70 4C DU14119AS MAIMS I aut 90 dugre-,,,N D "A &9 A S 2 at I Pt() d c., g r c c. s DN12SAS 2 at Q_ 0 d e q r u,2 U1339AS 3 at 90 degr-eas 90 OM 3 at 120 d.-graes (round polles crily) LPI Lamp included ULP Less-lem.. P NIGHTTIME FRIENDLY oals �`onsiFlen, wiq, & J. for 11uh- rVeNoo!"'Orl M131-M-S AL -153 Outdoor Sheet L u r, n a;9 --r c-1-n c d u I a WEY Label Lumens LLF Deakedption watts "'OSOURCE MR1 175M SR4SC 10 SR4SC 175M 12800 0*710 UGH 1 213 1* VOLES ARE 12 94MM Wo on 30" PEDESTAL (Overall mounting hegiht - 15' .09; G*T*99) 2. The calculations provided are based upon procedures astablishad by the Illuminating Engineering Society of North America and or standard industry practice. LightSOURCE computes output performance based upon the input data as proVided by, and which is the sole responsibility of, the end user. UghtSOURCE cannot be hold responsible for any vadatonp. in tho actual design criteria, which can affect calculated output. H 11 U U GNI @ Ll SCALE: 1 " = 20' 0 10 ? 0 40 I-'- Call 1 -800-382-5544 2 WORKING DAYS BEFORE YOU DIG. "/ T'S THE LA ITV INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTI-011, 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) AN6 ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL � OLEY MOLE'r 1-800-382-M" TOLL FREE =7 1.7, I r 7 6 4 3 8 9 _7777%.7 '17, - �7 --- -- �7 0 v--4 �O 00 rA kn q:T q0 qr 0 \0 U 0 C4� U Cn "�T \0 RT tn 00 00 1IqT t--,: t %:4 C 5. V4 0 U Cn Cn 00 9 x W '� U 0 T1 z T) En 0 r> O V1 A 7j00 Cq z WT-1 o� W U z 0 Z U EIFT-1 C5 - 0 L0 C) 0 Z >1 N CN 0 x x CQ W 0 z E U Ep 0 W 0 L0 0 r- () E- C4 C a Q ) w Q � Q E E- 0 CD U-1 '2 0 0 01- (1) ui 0 CL z 0 z 0 > LLJ rz > A C. , O N S Hi V ^OA 6 92- S E OF DIAO SIO N A k- JAMES K. SHINNEMAN P.E. 10200392 U Z3 0 C) U U 0 C C\Z Q0 i3 . or 11�_ 31- 6- r Cn w� C3 > 7 1�2 to - Cot) z 0 0 • E-4 >1 Q � � C) Q4 LO u 0� C\Z 4J CL-I SHEET NO. PROJECT NO. W0%.251 1* VOLES ARE 12 94MM Wo on 30" PEDESTAL (Overall mounting hegiht - 15' .09; G*T*99) 2. The calculations provided are based upon procedures astablishad by the Illuminating Engineering Society of North America and or standard industry practice. LightSOURCE computes output performance based upon the input data as proVided by, and which is the sole responsibility of, the end user. UghtSOURCE cannot be hold responsible for any vadatonp. in tho actual design criteria, which can affect calculated output. H 11 U U GNI @ Ll SCALE: 1 " = 20' 0 10 ? 0 40 I-'- Call 1 -800-382-5544 2 WORKING DAYS BEFORE YOU DIG. "/ T'S THE LA ITV INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTI-011, 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) AN6 ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL � OLEY MOLE'r 1-800-382-M" TOLL FREE =7 1.7, I r 7 6 4 3 8 9 _7777%.7 '17, - �7 --- -- �7 0 v--4 �O 00 rA kn q:T q0 qr 0 \0 U 0 C4� U Cn "�T \0 RT tn 00 00 1IqT t--,: t %:4 C 5. V4 0 U Cn Cn 00 9 x W '� U 0 T1 z T) En 0 r> O V1 A 7j00 Cq z WT-1 o� W U z 0 Z U EIFT-1 C5 - 0 L0 C) 0 Z >1 N CN 0 x x CQ W 0 z E U Ep 0 W 0 L0 0 r- () E- C4 C a Q ) w Q � Q E E- 0 CD U-1 '2 0 0 01- (1) ui 0 CL z 0 z 0 > LLJ rz > A C. , O N S Hi V ^OA 6 92- S E OF DIAO SIO N A k- JAMES K. SHINNEMAN P.E. 10200392 U Z3 0 C) U U 0 C C\Z Q0 i3 . or 11�_ 31- 6- r Cn w� C3 > 7 1�2 to - Cot) z 0 0 • E-4 >1 Q � � C) Q4 LO u 0� C\Z 4J CL-I SHEET NO. PROJECT NO. W0%.251