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I - - - - - -.0 - - - - - - - f IRM CONTACT, TITLE ADDRE55 PHONE, fAX 52 W. Ma in St. bn�le DI05i�n CARL LINGLE 152 W. MAIN 5T. Ph: (8 1 5) 3G9-9 1 55 Lena, IL 61045 ARCHITECT5 Group INC. LENA, I L G 1048 fax: (81 5) 3G9-4495 P: (al5) 3r0,3-,3I5E> F: (015) 36'3-44'35 Illinois Professional ENGINEER5 WELSICH ENGINEERING MIKE WEL5CH 1205 OGDEN AVE. Ph: (G30) 9G9-0414 I IDS-sign Firm I DOWNER5 GROVE, IL G0515 fax: (G30) 9G9-0535 G)ALL DRAWING5 AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF LINGLE DE51GN GROUP INC.THEY MAY NOT 13E REV15ED,COPIED,REU5ED,O� D15CL05ED IN ANY MANNER WTHOUT WRJTTEN REDDOX DAVID Z_AK ONE TOWER LANE 51JITE 1200 Ph: (G30) 75G-(5405 - AUTHORIZATION FROM THE ARCHITECT. REDDOX OAKBROOK TERRACE, IL GO I 8 I fax: (G30) 75G-6888 CONTRACTOR TM c - - . . 11 11 _____j / \ �� I I I (�) _j 0 LL > .. _j ]: - CO (.) () < II-_ w z m . ",� < () N.T.5. _j F- DIRECTORY (1 F_ , z _,-1) :�E < < 0 Lc) _j , I . __1 - �- cy) � , 11 , - '' �, . I � I I . 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D(5COVEKY AND fIELD VERI 20A I P D15CONNECT 5WITCH, i e--Oib�o x [OWD RENTALS rid'o IDWD RENTALS A. DURING CONSITRUCTION, THE CONTRACTOR MAY ENCOUNTER MTD A5 HIGH A5 P0551BLE ,E AT EX15TING CONDITION5 WHICH ARE NOT KNOWN OR AP ------------ VARIANCE WITH PROJECT DOCUMENTATION (DISICOVERY). 1111 [1 [10[1 L 5UCH CONDITION5 MAY INTERFERE WITH NEW CON5TF\UCTION 5 OR, REQUIRE PROTECTION ANQ/OR,5UPPOP\T Of EX15TING POWER, WORK DURING CONYRUCTION, OR MAY CON515T Of CONNECTION CANOPY f RAME S2 W. Ma in 6t, DAMAGE OR, DETERIORATION TO SITRUCTURAL MATERIAL5 OK 11 [1 [10 RE: 5HOP DRAWING5 Lena, IL 61045 COMPONENT5 WHICH �COULD JEPARDIZE THE SITRUCTURAL P; (a]5) 39><3-<3l5E> F: (81F�) 3613-44cJ5 INTEGRITY Of THE BUILDING(5) PRIOR TO PROCEEDING WITH DATA PROJECTION WORK RELATED TO 5UCH D15COVERIE5. CONNECTION POWERWIRING Lu 0 Illinois Professional E fy W/ MfR. => :Z c� < d (COORDINATE WITH I ITH EDGE u- u U Des ign Firm 4. 5TRUCTURAL SITABILITY DURING C0115TRUCTION DATA WIRING K105K FOR EXACT u- uD-RAIL 0 Q ALL DRAW NG5 AND WRITTEN MATERIAL CONTAINED A. THE DRAWING5 ILL15TRATE THE COMPLETED 5TP\UCTUU WITH CONDUIT HEREIN ARE THE PROPERTY OF LINGLE DE51GN GROUP, 110011 F1 F1 F1 LOCATION) 0 INC.THEY MAY NOT BE REV15ED,COPIED,REL15ED,OR I L DI5CLO5ffD IN ANY MANNER WrTHOLJT WRjTTEN ALL ELEMENT5 IN THEIP\ FINAL P051TION5, PROPERLY M 0 AUTHORJZATION FROM THE ARCHMECT. 1 4 AX < 5UPPOP\TED AND BRACED. u TO ELEC. PANEL 11 E 11 [1 1 u B. THE CONTRACTOR 5HALL BE RE5FON51BLE fOR.ALL TO TELEPHONE BOARD PROJE U- CONSITRUCTION MEAN15 AND METHOD5. C. THE CONTRACTOR, IN THE PROPER 5EQUENCE, 5hALL 0 ca PRIOVIDE PROPER,SIHORING AND BRACING A5 MAY BE REQUIRED DURING CONSITRUCTION TO ACHIVE THE FINAL CANOPY GAURDRAIL COMPLETED SITRUCTU RE. 11 E 1111 [1 RE: 5HOP DRAWING5 1011- uj CAI MATH ERPROO f L D15CONNECT 5WITCH J. PROVIDE HANDLE LOCK-Off DEVICE. 2011 LIGHT5 3- 1 CLR. 51GN (3'-0" MIN. REQ'D CLR.) < —j DVD VENDOR 0 u- I I-Gil G1-0" MIN. REQ'D (fACE Of CURB) > it _j 1: 5EE 5HEET A I fOP\ ELECTRICAL C) PANEL * BREAKER NUMBEP\5 w z L-Lj N.T.5. 3/411 1-011 GENERAL NOTF5 ELECTRICAL WIKING/ I LINE DIAGRAM 2 K105K PLAN ELEV'ATION < Ij :�j < Z 0 U-) < c1r) 8'-4" 0/0 Of CONC. RE: 51 < < 8'-4" 0/0 Of CONC. RE: 51 811 7-0" 0/0 Of T.5. RE: 5HOP DRAWING5 PROVIDE NEW CURB IF fit 811 06 7-0" 0/0 Of T.5. RE: 5HOP DRAWING5 4 lot REQ'D TO MATCH EXISIT. Lu 5EE WORK 5COPE 4.4 4 0 A -,d A Lr) INCOMI G IN�CMING —4 ............... 4 .4 A' A.. 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N 0.: OGW- 193 DATE: 9/5/OG 5HEET NUIVIDEP, " V""I V' MACHIN NG UV M U x dbox* EDWED R0 kLS 01 11 11 [IF [I 11 IN] 11 CTI N �T.5. ko 04 0 A A 0 0 .4- 0 z 3/4 1 -011 1-011 3/411 -0 It 8 [K:10:5K PLAN LAND5CAPE DE51GN OPTION 3 K105K PLAN 51DEWALK DE51GN OPTION 3/4 E30LLARD DETAIL 5 A2 51 (I' ll (4��I (I I L— 11 71-011 lingle de5ign J# 71-011 group, inc, 4 4. 4 D 4 < 4 . 4 . . < 4 1 4 Id 'gN4 "d 4 . 4 4 Id. rd 4 Id cc) 4 4 < 2h -1 7-0 c\j 4 < Id < 0 0 Id Id -1 4 Id 4' . - . A < .4 C, d 4 d I it'd Id G 4 2 Id A. 4 Lj 4 < Id NEW FOUNDATION .4 0 0 4 Id . < ' 'd 9-11- 4 4 4 Of CONCRETE 5LA5 W1#4 @ 12 Id // 4 Gill < T-/ O.C. EACH WAY. PROVIDE 5TEEL < 2 <4 '6 Rf BAR CHAIR5 @ 4811 O.C. 4 -7.�4 4 4 '6 152 W. Main St. < Id .4 4 4 2 Lena, IL rolo4a .14 < ' 'd < Id. < 4 P: (615) 4 4 .4. fz: (015) 3&'3-44c35 4 .4 < Illinois Professional 'd. 4 4 4 4 4 4 Desi!qn Firm 4 4 Ad <4 4 (DALL DRAWING,5 AND WPrrrEN MATERIAL CONTAINED 4. 4 1 . . . <1 - . . . .. . .. . ..1 <4 Id 0 HEREIN ARE THE PROPERTY OF LINGLE DE51GN GROUP, < 4 INC.THEY MAY NOT BE RE\45ED.COPIED,RfU5ED,OP, 2* 4 4 4 < 4 D15CL05ED IN ANY MANNER WITHOUT WR=N 4 4 <4 4 AUTHORIZATION FROM THE ARCH[TECT. 4 < % 4 .-4 4 4 < 4 . . 4' 1 '. . . 4 4 4 Id .4 < Id 4 .4 4 < 4 < Id .4 < 4 4 44 . 4 4 'd -v 4' Id 'd .4 4. A 4 4 4 < 4 < 4 4 4 <.'' 4 4 < 4 4 4 < 4 < .4 Id . 4 � Id 4 4 <' 4 4 ' 4.d '14 4 4 4 4- .4 < Id 4 . . < 4- < .4. 5 EX15TING 51DEWALK 4 51 A < 4 4 < 4 4 N7 441 A < -j a LL > Ld j I I-Gil 3 co 1 -Gil C) N�51 > w F- z DVD LAND5CAPE Df-51GN OPTION 1 DVD 51DffWALK DE51GN OPTION 1 1 -011 2 Lij < -J < F- z NEW EAST. fill < 6-01 U-) J 1 . GENERAL G. 5UBMITTAL5 8. CONCRETE CO A. THE5E NOTE5 5HALL 5ERVE A5 THE 5PECIf ICATION5 FOR THE 5TRUCTURAL A. FURN15H AND IN5TALL ONE 5EPIA ONE PRINT Of 5HOP AND ERECTION A. ALL CONCRETE 5HALL 13E 3OOOP5i NORMAL WEIGHT AGGREGATE WITH I < < 5/8"DIA.A307 HOT DIPPED GALV. PORTION Of THE WORK. DRAWING5 TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. MAXIMUM AGGREGATE 51ZE. ANCHOR BOLT5 )'-7"LONG WITH 4. 5. ARCHITECT'5 APPROVAL MU5T BE 5ECURED fOR.ALL 5U55TITUTION5. 5UI3MIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAY5 FOR 5. MAXIMUM CONCRETE 5LUMP 5HALL BE BETWEEN 2 AND 4 INCHE5. HOOK(DOUBLE NUT ANCHOR BOLT AW G#5(3T,35)W1#3 REVIEW BY 5TRUCTURAL ENGINEER. C. CONCRETE 5HALL HAVE BETWEEN 5 AND 7 PERCENT AIR ENTRAPMENT. CUT OFF ANCHOR 13OLT @ DOUBLE NUT) 5TIRRUP5 @ 3GII O.C. 2. GOVERNING BUILDING CODE: (FLORIDA BUILDING CODE 2004) 13. fUR.N15H AND IN5TALL TWO 5ET5 Of CONCRETE MIX DE51GN5 INCLUDING D. ALL CONCRETE IN CONTACT WITH 501L 5HALL U5E TYPE 11 CEMENT #4 @ 12"O.C.EACH WAY �-D 3. LIVE LOAD5 U5ED IN DE5IGN 5TRENGTH TE5T DATA AND MANUfACTURER5 LITERATURE ON ADMIXTURE5 UNLE55 INDICATED OTHERW15E BY GEOTEChNICAL ENGINEER. If O.C. N I FOR REVIEW NO LATER THAN TWO WEEK5 PRIOR TO ON-51TE U5E Of E. REINFORCING: MILD 5TEEL REINFORCING 5HALL 13E A5TM G 15 WITH A SITEEL REBAR CHAIR5 @ 24 . ' . .1 . .. - A. WIND PRE55URE cm ": I, Id 1 .) DA51C WIND 5PEED (3 5ECOND GU5T ...... 120mph THE5E MATERIAL5. MINIMUM YIELD 5TRENGTH Of GOk5i. 4#5(2T,25)W1#3 C. GENERAL AND 5UBCONTRACTOR,NOTE5; F. Rf INfORCEMENT PROTECTION 5TIRRUP5 @ )211 O.C. 2.) WIND VELOCITY PRE55URE........... 31 .33p5f -<vw, I'NON-5HRJNK 1 .) THE GENERAL 5UBCONTRACTOR 5hALL REVIEW ALL 5UBMITTAL5 PRIOR 1 .) CONCRETE PLACED AGAIN5T THE EARTH.......... 311 ��ONMETALLIC GROUT cm 3.) EXP05URE CLA5511FICATION.............. c 4.) IMPORTANCE FACTOR, iw................. 1 .0 TO 5UBMITTAL REVIEW. G. REINFORCING PLACEMENT TOLERANCE5111 900OP51 5.) LATERAL WIND PRE55URE .............. 32p5f 2.) THE DRAWING5 5HALL NOT BE U5ED A5 BACKGROUND5 FOR 5hOP OR 1.) CLEAR D15TANCE FROM BAR5 TO: w Ir A ........ P5 ....... -Gil 5"SITRUCTURAL 5ELECT f ILL B. P\OOf 5UDMITTED FOR,REVIEW WI REJECTED. b. TOP 5URF NCE If I LL BE RETURNED C? I EE COMPACTED PER A5TM DG9G (,D q A. - . -1 1 .) ROOF LIVE LOAD............. 20p5f (1) DEPTH 8" OR LE55............ 1/4" z z 7. FOUNDATION5, IFOOTING5 * 5LAD-ON-GRADE ACING Of BAP& 0 0 L 2.) 5P A. A 501L INVE5TIGATION HA5 NOT BEEN PERFORMED FOR TH15 PROJECT. TIE5 AND 5TIRRUP5......... +/- III (L 1 .) THE FOUNDATION/5LAB-ON-GRADE hA5 I-Gil A- \ I b. IN 5LA5.......................... +/- 2 3"TYP. #5(3T,315)W1#3 50ME RJ5K Of MOVEMENT AND 15 NOT A f R05T PROTECTED FOUNDATION O.0 H. PROVIDE ACCE550RIE5 NECE55ARY TO PROPERLY 5UPPORT REINFORCING > \-4TIRRUP5 @ 3G 5Y5TEM. MOVEMENT Of THE FOUNDATION FROM 501L HEAVE, 5ETTLEMENT U-1 18"5TRUCTURAL 5ELECT IFIL 21-011 OR fROST CAN BE EXPECTED. AT P051TION5 5HOWN ON PLAN AND DETAIL5. Lu 0 COMPACTED PER A5TM DG9�L-j Iq 2.) If THE OWNER W15HE5 TO MINIMIZE FOUNDATION MOVEMENT, A 1. 5LAB5 5HALL NOT HAVE JOINT5 IN HORIZONTAL PLANE5. GEOTECI-INICAL ENGINEER 5hOULD INVE5TIGATE FOUNDATION BEARING 9. 5TRUCTURAL 5TEEL fOUNDATION DETAIL 3/411 1-00 (3-'� fOUNDATION DETAIL 3/411 1 1-011 4 4. D15COVEKY AND FIELD VERIFICATION MATERIAL5 PRIOR TO CONCRETE PLACEMENT. A. 5TRUCTURAL 5TEEL MINIMUM YIELD 5TRENGTH 40c5i FOR TUBE5, 3Gk5i A. DURING CON5TRUCTION, THE CONTRACTOR MAY ENCOUNTER 3.) MOVEMENT Off THE FOUNDATION/5LAB-ON-GRADE MAY CAU5E DAMAGE ALL EL5E. NEW f-Y1,r-)T. EX15TING CONDITION5 WHICH ARE NOT KNOWN OR ARE AT TO ANYTHING CONNECTED TO BOTH THE 5LAB AND THE ADJACENT 51TE 5. MINIMUM WELD5: A15C 5PECIf ICATION, NOT LE55 THAN 3/1 G" f ILLET, VARIANCE WITH THE PROJECT DOCUMENTATION. 5UCH k PAVING OR EX15TING BUILDING FOUNDATION. CONTINUOU5 UNLE55 NOTED OThERW15E. CONDITION5 MAY INTERFERE WITH THE NEW CON5TRUCTION 4.) FOUNDATION/5LA`B-ON-GRADE 5HOULD BEAR ON NATIVE 501L OR C. ALL GROOVE WELD5 TO BE FULL PENETRATION UNLE55 NOTED OTHERW`15E. z 5/8"DIA.A307 HOT DIPPED GALV. OR REQUIRE PROTECTION AND/OR 5UPPORT Of EX15TING WORK COMPACTED f ILL. D. MLDEK5: MU5T HAVE CURRENT EVIDENCE Of PA551NG THE APPROPRIATE ANCHOR 5OLT5 1'-7"LONG MTH 4. C) DUqNG CONYRUCTION, OR MAY CON515T Of DAMAGE OR 5.) THE 5TRUCTURED 5Y5TEM IFOR.THE CANOPY CAN ADEQUATELY ku A.W.5. QUALIFICATION TE5T5. U) > HOOK(DOUBLE NUT ANCHOR BOLT AND DETERIORATION TO 5TRUCTURAL MATERIAL5 OR COMPONENT5 ACCOMMODATE A REA50NADLE AMOUNT Of 501L MOVEMENT. U-11 2� CUT Off ANCHOR 13OLT @ DOUBLE NUT) E. 5EE DRAWING5 fOR.NAILER HOLE5, A17ACHMENT5, ETC.... (L (1) WHICH COULD JEOPARDIZE THE 5TRUCTURAL INTEGRITY OF THE B. COEFf ICIENT Of 5LIDING FRICTION:.......................... 0.4 a.- BUILDING5. C. fOOTING5/5LAB-ON-GR.ADE 5HALL BE PLACED ON UND15TURBED NATURAL f. 5TRUCTURAL 5TEEL 5HALL BE DETAILED AND FABRICATED IN ACCORDANCE z 0 < CAULK JOIN WITH THE A15C 5PECIf ICATION5, CODE Of 5TANDARD PRACTICE AND 0 Z MATERIAL5. THE CONTP 9 B. THE CONTRACTOR 5HALL NOTIFY ARCHITECT Of ALL D15COVERIE5 ACTOR 5HALL REMOVE ANY L005E OR D15TUR15ED WITH 05HA REGULATION5, LATE5T EDITION5. 0 w -j HE DELIEVE5 MAY INTERFERE WITH THE PROPER EXECUTION Of 501L AND REPLACE WITH NON-EXPAN51VE 5TRUCTURAL FILL COMPACTED TO G. 5TEEL MEMBER5 5HALL BE CLA5511`IED A5 ARCH ITECTU RALLY EXP05ED z 95% 5TANDARD PROCTOR(A5TM DG9G) A5 APPROVED 13Y THE 501L I #3 DOWEL5 x 1'-0"HT Go I NON-5HRINK THE WORK OR JEOPARDIZE THE 5TRUCTURAL INTEGRITY OF THE ENGINEER. 5TRUCTURAL 5TEEL (AE55), AE55 MEMBER5 5HALL MEET 5PECINCATION w cl BUILDING(5) PNOR TO PROCEEDING WITH WORK RELATED TO 0 z (D D U- INTO IX15TING CON //,---NONMETALLIC GROUT REQUIREMENT5 PER A15C CODE Of 5TANDARD PRACTICE, CHAPTER 10. ALL U 51DEWALK 5LAB @ 121,O-C 9000P51 5UGH D15COVERIE5. D. TOTAL LOAD 501L BEARING PRE55URE U5ED IN DE51GN:..... 15OOr5f FOR f ULL PAD OPTION > n I% c7 9LD5 5HALL BE 5MOOTH AND CONTINUOU5 IN APPEARANCE. WHERE 0 0 4� . - ......13OOr5f FOR GRADE BEAM OPTION 00 z 'A . .. ...... 4 #5 DOWEL5 x 2'-0' Gil 5. 5TRUCTURAL 5TABILITY DURING CON5TRUCTION E. THE PREPARATION Of THE 5UBGRADE FOR THE fOOTING5/5LAB-ON-GRADE INTERMITTENT WELD5 ARE 5PECIf IED, PROVIDE AUTO BODY PUTTY FILLER LL- ol 4k' 4 5ET G"INTO c\j ALONG JOINT5 IN BETWEEN WELD5. ALL PLATE5 5hALL BE HIGH DEFINITION .-A :. A Ad A. THE DRAWING5 ILLU5TRATE THE COMPLETED 5TRUCTURE WITH 5HALL BE IN 5TRICT ACCORDANCE WITH THE RECOMMENDATION MADE BY EX15TING CONC. @ 21-GH 21-Gq GA5 CUT. GKIND ALL EXP05ED EDGE5 5MOOTh. Q) llllr ALL ELEMENT5 IN THEIR f INAL P051TION5, PROPERLY 5UPPORTED THE GEOTECHNICAL ENGINEER. THE CONTRACTOR 5HALL DIRECT QUE5TiON5 4 12-O.C. A 1A .. _j ZD �Dj AND BRACED. REGARDING THE 5UDGRADE PREPARATION REQUIREMENT5 TO THE cn I'P\OJ. NO.: A Poxy B. THE CONTRACTOR 5HALL BE RE5PON5113LE FOR ALL CON5TRUCTION GEOTECHNICAL ENGINEER. 4 21-Gil MEAN5 AND METHOD5. f. MOVEMENT Of THE FOOTING5/5LA13-ON-GRADE MAY CAU5E DAMAGE TO OGW- 193 A FLAN INTER5ECTION UND15TURBED NATURAL- A" ."A id C. THE CONTRACTOR, IN THE PROPER 5EQUENCE, 5hALL PROVIDE ANYTHING CONNECTED TO 50TH THE 5LAB AND ADJACENT 51TE PAVING OR DATE: 5UBGRADE OR 4 A PROPER 5HORING AND 13RACING A5 MAY BE REQUIRED DURING EX15TING BUILDING FOUNDATION. COMPACTED FILL CONYRUCTION TO ACHIEVE THE FINAL COMPLETED 5TRUCTURE. 9/5/OG _1 PLAN CORNER z V3 \----CLEAN CONCRETE 1 5#5 OT,415)W1#3 1 - ol 5HEF-T NUME3EP-, x If O.C.L-1/1 0 5TIRRUP5 @ 3G W/ x /3 -.7k- . IIA I'l PIDAI 3/411 1 1-011 N.T.S. 8 fOUNDATION DETAIL 5 TYPICAL BAR PLACING 6 GENERAL NOTE5 7 R (I I S1 Eli lingle de 5 ig n group, inc, 152 W. Main St. Lena, IL ro`104a P: 6515) Broe-e`155 F: (815) 3rocJ-44135 Illinois Professional Design Firm (DALL DRAWINGS AND wKITTEN MATERJAL CONTAINED HEREIN ARE THE PRDPEFUY Of LINGLE DESIGN GROUP, INC.THEY MAY NOT BE REVISED,COPIED,REUSED.OR D15CL05ED IN ANY MANNER WITHOUT WRITTEN AUTHORVATION FROM THE AKCHrrECT. 1)[roject Pr t -,e-E F-7L -2,- Proi W- V t,F1 Ft, Date v 4- Sheet project Date -A/C Sheet Azn- Wte Sheet Date Sheet '4 04 Client client BY client .14, A14 By Client of By of of metts PJ4 Ry of—, --c.)rr r iA FAE A 2.004 7-% + 30 A-1 A 4, r < 757' —J t 5" # -7/ LL #o04 A�01 r., �- A z > LJ j L D-11 V� 45, Co S 4 tq 1 C) 11�� 2c; 7.6 12 ,A - t 4 > W w 4 C 5-arO C) e 44 *1,t t, Alf f4;,i /e I 4'�r LLJ < —J F— J A r At z P 4r < �00, o� 0 LO J P*7 t 'V --s aft CY) All to.7 mq. 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DATE I -,___"___.___,____,-�.-------.-.-.,�,--.--".�-.---------.,-.-,.-.--�,---�.-.�-�-,�-..--__1_._-___-____.,______.__,_______.___,11-1.-�.,-.,--��-�.--�---�---,-.��l----�-�l�-�l--.----,L.--'.-,,�---...-.-.----,,,-- � N%r'*.WAXM"0"ftVV&jW"' - '--' ----�,_,�,r"=-'a-,�h["- --k�'L Ill I I I "a I � .-_ ,,, � I ,,, , � 0 ..40 — I . I 1- ,/ I " ,"', ,�, ,i . __, . , ',.If � . , ,�11' �_ , -11 - no lum . �Z,,Z*'411;11 i Rogional/District Mgr'. I ,-?,7, - C � . ) I j- _A ____-� ,114 --,�e ''. I I 1 , 1.11 _1 _. , 4L,i . ,::-:?14.1, III *� � - 7�� . �� , -7 X, , f � , I � � - � .. .. 7 � I � /)I �11* M . .__.____-1_- ---I-.--.----- .---.------.---- ______1-____- _1-__1__1__-_-1_1i_ __._________.. .___, --------.-.- 1--- _.___-_____1 ______ ,�- z Ay L i N r: A .0 --,----- _______ ____ _._.I��_�� _ __,__________. ___,______, - __1____1_41_ Construction Dept. /_"', " , , I"f r_ 11 - full go .9 . � _;7�;_ -,-",--------- ___,__,_,______ ----,-----------,* ___,__,_,_____,_______ ___ I -------L 1,1111, I 01"`1 .it "r Z�, . al"M --I��-,,�,-"A"I ..-L.�_14 ��___ 11, � ---- ,imi _/<,�, ,, t4, 1, MW C 0 . � . . . 13 a 0 0 , � 11, �,17`� - L0`11*14'�> Or— HFFT'U'�4t! _MAC", ----/ I I Operations Dept. � - . . �. � C a &a I �� I . � 0- : __; .. 0 0 in . -i!"I I .., 1. '�;Lj. I 2�� .,- I. . in 2 � �I I ,` F�,-�, , � 0 �il��/ , � ", - - -, " X I , I , . . , - I v - - ,-,�_, � . . L9 q. I :X ��. ATLAJ-47-K, fA_V[) (A-1L-A ,+--5,�e4t1"'L r�c---r ,�r .;----�4 r e . 6 .. �,k�,,j% V . I .ziii W L , " � I . I /-.%N ",71'' I , , .,_,,,.: � I . . . .. �<!�W,!i!�.i � :��7�-I�. Ma"Noft of I - L . :, >_ ;�61' ".i ",�,�i�I!�- 0IIIINIMAki III011110110010110illillim 0 Iiiiiiiiiiiii I . .,;.1, . . . . a , Is �1, W \f�� . " I . � � � ',', Q) ""'.",, . STREET ADDRESS . � . . . I a """ i I I --r,� , f�1p-- i " q . � � � . : "T t ,"", 4 T1 p � . I I N 1,tii W "_� I "'e- I t�l .f i(" [__t.XC- -b7 � . � . > �,�� 4"SK"Aaw .— �WIVIIIII�WAPOWNW-00-0--_ ____ f e I 24 0 1 .. � � . � . .; .- cc CITY � STATE . 06 &I . . � - ----.--- _______ ____ III- I , --- . ____ ---=--- - -------,-- I t � 4 IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN "IMMIN 111110 ill, . . - IIIIIIIIIIIII "I",NMINMNIII�i 1111 "tillil'Il%,:;igl� -,--. L __ L . vuvp'\�� I � - 11 � OWN- -I -M1,1011111 11111- 1� . � 45hip"I'Da"Ami- im._______ M_- I ________..___ I . -111...1,I- I 11 I I, -QWM . I � . .. � LEGEND --------------riN"I" I .....I an M AM .900i . Storm Drain —S D SD � � . Proposed Eleyation t # & 0 0 * * 0 4 & 0 6 4 . . � I dol COUNTY . . . __-- __*"WA*&VA%VPb"M ,Ma"&VA"-&~ ,Il..... 4 - 0*._*-0.0.__ _____ q%L NJ-1 1 1! 1511pli! . . .- - . ."O.".."aw"� 46AGOVINA"M I . ..I# 1. _ 110111,1,1111 Conduit C C 4"GuordPost000 # sove s * * * so * # Gas # * * , . . . �, POP . . -%: . .*:,.-*. :.. A6_10 Cotooraft,:,0 :9. No. . Topsoil Graded For Planting * e * a e a # . * * L . . - # C A W � . Water11 W ii-ft-iii-II_-�- ----�1-11,111,111101,kv"lbtilt'I W ___.________------___ LotLighting & 0 # * * , * , , , * * V * too a a _____ . _ � � . .. I -�-:�,, ,e`il ,I . 14 . � ;_ . �.,� . ,a& I � 11-11 " I . Allill � 'I� � � ,C��__- ,- � 1,.- � H____ ft-m- — — - N I" , �1. -___ 'r 9 is st 11MA:_V*~,a X'P AMPW M M � _ � * Lo �� .I am � a, — . , Exposed Aggregate Bld' .Walk Fini* h . . . 0 '111ill,I . I . __ ____ .-1~ I S ox0faRrAftwoft"W" Not In Contract o t o # 4� * a # * it * v & * * # * , (NA-C) � . 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