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E R, N New Addition HUM EXTERIOR INSULATION AND FINISH SYSTEM WILL BE SIMILAR TO DRYVIT OR STO. PRODUCTS C VTCD1nD IAICI II ATIrNKI E xistin +� O O N New Addition EXTERIOR INSULATION & FINISH SYSTEM ( LIGHT GREY ) WOOD FENCE SCREEN PAINTED EXISTING DOORS PAINTED ( LIGHT OR DARK GREY ) IkI ---- w r—A:i__— r -i I WOOD FENCE SCREEN PAINTED r -A 1 r-MVI'S INOUL f11 IVIV & FINISH SYSTEM ( LIGHT GREY) EXISTING BRICK PAINTED ( SOFT WHITE) Existin MECHANICAL EQUIPMENT SCREEN METAL LOUVERS OR MATCH FASCIA MATERIALS. SIZE AND LOCATION MAY VARY WITH EQUIPMENT. ( LIGHT OR DARK GREY ) PROPOSED SIGN "WIESE FORD" ( ALTERNATE "B" ) TVI 5a1 rT, or 51&N j Y` a rF1, SECURITY ---.,El LIGHTING WINDOW SIGN PAINTED ON GLASS EXISTING ALUMINUM/ 'tSKIUK FAIN I tU-' OVERHEAD DOORS f �� N Red with Blue Outline STOREFRONT ( SOFT WHITE) ( LIGHT OR DARK GREY) 1';l H, EAST ELEVATIC�Iu TO , fit/ 4,a, FT TPR IVNT H l 1 �F snt , TDTPIi gal 7 `'� = K k �6 $ N k Y Proposed Addition ToOW '— ZY x, WIESE FORD burkart associates 4tM11 Ali, fChl[6C5 plonnerspEast96th Street & Keystone Avenue indionapolis, indiono Carmel Indiana n e J .r I E r+ V I I BUILDING SETBACK PARKING: (PROPOSED] 2 HANDICAP 65 CUSTOMER 81 EMPLOYEE 148 TOTAL 32.6 DISPLAY 474 TOTAL PARKING t 1 1 0 III 10' SEWER EASEMENT i� 10' ELECTRIC EA EMENT-- t � II zz c ra io � TRUCKS SIG c U Q 00 KEYSTONE AVENUE "PRODUCT" SIGN ALTERNATE NO.1 730.001 S 0(f 01'45'* E T I J Y•L jIS PI $ -Lill 21 SP CE (a) 10' - 0 U) w _ J c) D�I ,Y�°° 10 SP CE I 6 SPACES a@ 10' IIS21 �! °° w D S A Cn ISP i; IS o S A°° �' J � lam) SPACES 10' 19 SPACES a 10 6 SPACES @ 10' r HANDICAP CUSTOMER „ N 7 SPACES (Q)10 SPACE: 5 SPAC S (ani 10 5 SPA (q� 10 SERVICE SIGN I�9uisT9mi�f.�G� SERVICE" S I�_�- H z � Oz= U O z U O \ FIIII; O 2 � ENTRANCi\S1 N I� � It I I o � _ Q @ �! _ cn w cn _ N Q � O LA D 100' _ _ __J o _ o ri�- USED C S SIGN o;� 8 SPACES 9 1 — a Cd i (Jd O c C T R EXISTING L) �, d. -,-- a 1 O ELECTRICAL _____ _, a a Cn d. fd- N TRANSFORMER N I;LOADING� _ w_ L 6 SPACES � 9' N IIBAY - N N _ @ EXISTING =-- -- EXISTING FUEL i Q �-- w ! W I E S E FORD PUMP -- J -d- a C TO N 37, 400 SQ, FT. Cn I _ Lu j 1 ( I z�— - ' WOOD eI _ —{ T N C r FENCE L 8 SPACES C-0 9' I iI SCREE 18 IS 18' EXISTING GAS I' 10 SPACES �a; 9' '��, _ -- METER r- J I- = - �_ 297.2' ± Oil l 182. 8 52 0 O 10i 200' UNLOADING AREA -10 ELECTRIC ELECTRIC EASEMENT N N 534.48 BUILDING SETBACK V) w U N moll ti r` U (n �t u.i vi c W w N /Y rn Lo co z Cfl 1-0 4m ILOF- LO (n j I Q 1 w 50'1 I Ili I BODY S 00,1 IGN I L_J FIRE HYDRANT 0 ii Q W • • NO d . 52 0 O 10i 200' UNLOADING AREA -10 ELECTRIC ELECTRIC EASEMENT N N 534.48 BUILDING SETBACK V) w U N moll ti r` U (n �t u.i vi c W w N /Y rn Lo co z Cfl 1-0 4m ILOF- LO (n j I Q 1 w 50'1 I Ili I BODY S 00,1 IGN I L_J FIRE HYDRANT 0 burkart associates , architects planners ndionopolis, indiono Q W ow NO >► 0 0 �e LJL 06 0 w�� C/, ._ QC/) = w n � O O L a wO burkart associates , architects planners ndionopolis, indiono BUILDING SETBACK PARKING: (PROPOSED) 2 HANDICAP 65 CUSTOMER 81 EMPLOYEE 148 TOTAL 32.6 DISPLAY 474 TOTAL PARKING Lo o� m Co Lo Lo in Lo 10' SEWER EA 10' ELECTRIC EA F- 195.52 "PRODUCT" SIGN ALTERNATE NO.I 0ELECTRIC EASEMENT KEYSTONE AVENUE C Inc 0 Im 4-0 0 0 c LL ■� C mom mom a s w 4 E © Cn sr. a wU PLANT MATERIAL SCHEDULE NO. a� SOD PLANTING MATURE REO'D. MARK BOTANICAL NAME HEIGHT HEIGHT "AI' Juniperus Chinensis 24" Spread 24" Juniper Pfiter, Compact & 18" High "B" Juni perus Chi nens i s 6'-0" TO� 15 37 Juniper, Chinese Upright 7'-0.. -0 "AMES" W "C" Taxus Cuspidata 28" High 48" 16 Yew, Japanese Spreading IID" Ribes Alpinum 12'1 High 24'f 60 0 Currant, Alpine w IIP' Vinca Minor 6" High 12" w Periwinkle/Myrtle r C y+. O cc "F" Berberis Thunbergi 18" High 36" 4S 0 Barberry, Japanese cc o "Red Leaf" M 'IG11 Fraxinus Pennsylvanica 21I' Dia. 501-0" 7 Lanceolata Ash, Green �O M _ "Seedless" .0) w "IH" Gl ed i is i a Tri canthos 21" Dia. 401-011 21 --UJ "Inermis" Honeylocust, 0 0 0) Thornless "I" Acer Platanoides "Crimson 21" Dia. 35'-011 3 King" Maple, Crimson King O z A 730.001 S 00° 01 45" E -V--'Y-- y 2 S NIT kY S WE 3 ITE14T Ilia 11 A MI of I 0 'RASH - \ :NCLOSURE ■ ■ A a An n1 1h F31, n II Hi npo / SOD H n ^n n_II nnn , WOOD FENCE SCREEN 534.481 H 11 .� � u jEXISTING EVERGREEN TREES 30' GREEN STRIP s .s 101 ELECTRIC EASEMENT I I H" G1 IA1 I,F I M ARRANGEMENT MAY VARY WITH LOCATION OF DITCH SWALE a� SOD ISI 11 It �I w 0 w1 0 a� I '3 OCL O°C Iw CC It wl I �' a,q w I W c o I T 0 r i Z 0 w U. w r C y+. O cc ° 16.. V 0 LLJ cc o (♦^. M w C/)♦J � �O M _ LLJ .0) w --UJ E 0 0 0) cc COU') z Lr) w to In Lr' cc ° r I /V5� cc w w 0 Cj Z �I X w.141, A 730.001 S 00° 01 45" E -V--'Y-- y 2 S NIT kY S WE 3 ITE14T Ilia 11 A MI of I 0 'RASH - \ :NCLOSURE ■ ■ A a An n1 1h F31, n II Hi npo / SOD H n ^n n_II nnn , WOOD FENCE SCREEN 534.481 H 11 .� � u jEXISTING EVERGREEN TREES 30' GREEN STRIP s .s 101 ELECTRIC EASEMENT I I H" G1 IA1 I,F I M ARRANGEMENT MAY VARY WITH LOCATION OF DITCH SWALE O a� SOD 11 It �I to 0 w1 a� I '3 OCL O°C CC It I �' a,q I O burkart associates -~ architects plpnn�rsLANDSCAPING DEVELOPMENT PLAN LID � u�cl�anap�,is •n�a�ann � 4 Scale 1� 30 a� a� Q a� 0 rr 0 0 r U. r C y+. O 16.. 0 LLJ cc (♦^. C/)♦J _ LLJ E 0 -W burkart associates -~ architects plpnn�rsLANDSCAPING DEVELOPMENT PLAN LID � u�cl�anap�,is •n�a�ann � 4 Scale 1� 30 O9 C a New Addition melwa EXTERIOR INSULATION AND FINISH SYSTEM WILL BE SIMILAR TO DRYVIT OR STO. PRODUCTS /EXTERIOR INSULATION & FINISH SYSTEM ( LIGHT GREY ) RICK/BRICK-`- /PAINTED PAINTED ( SOFT WHITE) Existin t� 0 0 N New Addition . Existin New Addition P CYTC:D1nD IAICIII AT1r%K1 WOOD FENCE SCREEN PAINTED El EXISTING DOORS PAINTED ( LIGHT OR DARK GREY ) New Addition vIAIvI% PAINTED ( SOFT WHITE) WOOD FENCE SCREEN PAINTED Existin EXTERIOR INSULATION & FINISH SYSTEM ( LIGHT GREY) EXISTING BRICK PAINTED ( SOFT WHITE ) E x i s tti__n_ 8 EXISTING BLOCK \ PAINTED �. ( SOFT WHITE) PAINTED ( LIGHT OR DARK GREY ) New Addition FIN MECHANICAL EQUIPMENT SCREEN METAL LOUVERS OR MATCH FASCIA MATERIALS. SIZE AND LOCATION �---- iMAY VARY WITH E(,UIPMENT. ( LIGHT OR DARK GREY ) NORTH ELEVATION II I X 30•; s 33 3.3 Existing 11' X 3b Gle yaH.(o C� 'TP TP, L ��, 7?, iZ' h . x L = ;' � r,l' wo LI . I Y 10/ 33 % AIle N -e -k CD EXISTING ALUMINUM STOREFRONT c. 3 a • to ____ BRICK PAI TED WINDOW SIG PAINTED ON GLASS ( SOFT WHITE) SOUTH ELEVATION SECURITY -1--e LIGHTING WEST New Addition ELEVATION 0 OD N Red with Blue Outline STOREFRONT ( SOFT WHITE) TPi,N/ 56t,FT, �rTOI� D�1T s 1 � !t, X I4p! 1• 17.A? y g, I I X 9`6.5 = 1 O $ 3. S Ip G� Trpkk tilt, rT, Pr Z -f = ' ' It 'tb` L = 3$ 4 S. F` 3.S 14'3:Z9 3 � 0 — _ '� 3 o y b UVEKHEAD DOORS ( LIGHT OR DARK GREY ) EAST ELEVATION Proposed Addition To: 0%J WIESE FORD 3a East 96th Street &Keystone Avenue RECEIVED NOV burkart associatesarchitects planners Carmel, Indiana indianopolis, indiano GENERAL NOTES: G CONSTRUCTION .,PLANS FOR. 1. ALL SANITARY SEWER CONSTRUCTION ON THIS PROJECT MAY BE OF RIFTED CLAY SEWER PIPE CONFORMING TO A.S.T.M. SPECIFICATION, C -700-71T. AT OWNER OPTION TYPE P.S.M. POLYVINYLCHLORIDE SEWER PIPE AND FITTINGS TYPE 1, GRADE CONE' SING TO A.S.T.M. SPECIFICATION D-3033 AND D-3034 OR ACRYLONITRILE—BUTADIENE (RENE (ABS) SEWER PIPE CONFORMING TO A.S.T.M. D -2680-79A MA SUBSTITUTED. JOINTS IN ALL PIPE SHALL CONFORM TO A.S.T.M. SPECIFICATION C --°a. 71. ALL SUBSEQUENT A.S.T.M. REVISIONS SHALL APPLY. 2. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED CONCF ATE PIPE CLASS III OR AS NOTED AND CONFORM TO A.S.T.M. C-76 OR LATEST REVISION. AL. MANHOLES SHALL BE PRECAST CONCRETE CONSTRUCTION IN ACCORDANCE WITH STATE OF 11 '')IANA SPECIFICATIONS AND SHALL HAVE TYPE "A" CAST IRON RING AND COVER. 3. JOINTS IN SEWER PIPE SHALL CONFORM TO A.S.T.M. SPECIFICATION C OR LATEST REVISION. 4. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL SHOWN. 5. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SUP ?CES AND 10 FEET BEYOND SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPt' ;TED BY APPROVED METHODS, TO WITHIN 12" OF FINISHED GRADE. 6. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS "'Y BE CONNECTED TO THE SANITARY SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING CONS�:'RUCTION, 7. ALL WATER MAINS TO BE PRESSURE TESTED FOR LEAKAGE AND STERI!L.!ZED IN ACCORDANCE WITH DIRECTIONS FROM CARMEL WATER DEPARTMENT. 8. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PA`ANG. 9. ALL STREET CONSTRUCTION WITHIN THE LINES OF DEDICATED RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF CARMEL. 0. ALL AREAS WHERE STRIPPING OF FILLS HAVE BEEN GRADED, EITHER ON SITE OR OFF SITE, SHALL BE SODDED BY APPROVED METHODS. 11. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS' RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED, THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS AND/OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 12. THE CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO THE START OF ACTUAL CONSTRUCTION TO VERIFY DATE OF PLANS. iiALL SLOPING TRANSITIONS TO BE STARTED OR TERMINATED A MINIMUM OF TWO FEET AWAY ii�FROM WALKS AND PAVEMENT. PLANS FOR ACTUAL BUILDING DIMENSIONS. m ZL TTM 3T %.. L .. NTN r� ❑i I t AREA MAP SITE LOCATION J INDF SHEET # DESCRIP 1 2 TITLE SHEET COr,' 3 _EXISTING DEVELOPMEN' 4 SITE DIMENSI( 5 DETAILS X 'IONS n� I I PLANS PRE 'ARED AOR: BU RKAR T ASSO; RTES 6801 LAKE PLA A SUITE 407 INDIANAPOLIS, If DIANA 46220 PLANS PRE BARED BY: WEIHE ENGINEEI` INC. 10505 N. COLLF INDIANAPOLIS, F DIANA CERTIFIED BY: 4a ALLAN H. WEIHE, P.E. - IND. #8827 k J W a w 2 W 3 �- =z w zo_ Q N J W J CC Q a N crcoa W z Z Q - J a O z a J W W W Do Z NW cc cc Q O LU W a cr cU z N WW Q J — O OZ_— G U = J W moo' Z' zam WZ tea_ 30 too O Z M N w w z_ 0 z w _J _i V N z _o N W K SHEET NO OF W a 0. m 4: T ?> m m l oma} ; i uj W Y T LLO mr_IQ�� W t u O } 0 W o N z _o N W K SHEET NO OF W a 0. m 4: 0 WAMMOMM"M L 7 7 ? c. V 5c� • ri ri V_V bd rw:�-r 61vr- UJ 0 jr-) &co' t id ir -sT (,M ft Z a: UJ CIJ > left 54 < > UJ <t _J — _J V- 0 Z IX 0 0 • Z 4CI Z CD LLJ 4n Q) 0 \rti Z N Y.b 3 yi ^!Sf� -7 -,,3 rl& > r > �6 LElf ItAs5- 9QZ�LM V_ 14 4C 7, rp 4Z Part of the Southeast Qu 4rter of Section 7, Township 17 J Z V) 0 I t u r sec t i on a i'o-ii L oil Ilie fest Right -of -Way line of Keystone > W ki CC:, Avenue (new State Road No. 431); thence South 00 degrees 01 1K minutes 45 seconds East on and along said West Right -of -Way �7 _Zc, line and its extension thereof 730.00 feet to a point on the South line of said Quarter Section; thence North 89 degrees T 59 minutes 30 seconds West on and along said South line ji 7L' V31 556.20 feet to the Point of Beginning; containing 9.315 Zf acres, more or less. Subject to all legal easements and right-of-ways. ti NOTE: This legal description and the existing topographic information per a Topographic and Land Title Survey performed by Mid States Engineering, Job No. 387-253, dated July 21, 0 1987 and Re -Certified December 9, 1987. L4 This is certify that the subject property is not located in a 8e) I special flood hazard area as established by the Department of np &A Housing and Urban Development, Federal Insurance A Administration, as per FIA Flood Hazard Boundry Map # 180081- 0013C. t Ti I pP7 J) --I- , I _ :5 tn '1 '_ - , _J q Owl, 1 %4 2L'�, Y `44 t 27 J r) 2 ri f z, e- P UI _rtf:5 Li 44�P�'!Ir �Tieq "6,JJC9 r"] 4- t, 5 Li a L' K I 72 71_11 E b, SHEET NO Vft -T, ]k r i Z _Z_ ric 'Z 13 '4�` ry!" Vv ��L� %j x, I L, I /W L fit OF 'T, "117 ""1 T77=7777=7777777 �, , 4, : S ,, LL 17 W Z LAJ Z 0 Cl - r Q. 7 ? c. V 5c� • ri ri V_V bd rw:�-r 61vr- UJ 0 jr-) &co' t id ir -sT (,M ft Z a: UJ CIJ > left 54 < > UJ <t _J — _J V- 0 Z IX 0 0 • Z 4CI Z CD LLJ 4n Q) 0 \rti Z N Y.b 3 yi ^!Sf� -7 -,,3 rl& > r > �6 LElf ItAs5- 9QZ�LM V_ 14 4C 7, rp 4Z Part of the Southeast Qu 4rter of Section 7, Township 17 J Z V) 0 I t u r sec t i on a i'o-ii L oil Ilie fest Right -of -Way line of Keystone > W ki CC:, Avenue (new State Road No. 431); thence South 00 degrees 01 1K minutes 45 seconds East on and along said West Right -of -Way �7 _Zc, line and its extension thereof 730.00 feet to a point on the South line of said Quarter Section; thence North 89 degrees T 59 minutes 30 seconds West on and along said South line ji 7L' V31 556.20 feet to the Point of Beginning; containing 9.315 Zf acres, more or less. Subject to all legal easements and right-of-ways. ti NOTE: This legal description and the existing topographic information per a Topographic and Land Title Survey performed by Mid States Engineering, Job No. 387-253, dated July 21, 0 1987 and Re -Certified December 9, 1987. L4 This is certify that the subject property is not located in a 8e) I special flood hazard area as established by the Department of np &A Housing and Urban Development, Federal Insurance A Administration, as per FIA Flood Hazard Boundry Map # 180081- 0013C. t Ti I pP7 J) --I- , I _ :5 tn '1 '_ - , _J q Owl, 1 %4 2L'�, Y `44 t 27 J r) 2 ri f z, e- P UI _rtf:5 Li 44�P�'!Ir �Tieq "6,JJC9 r"] 4- t, 5 Li a L' K I 72 71_11 E b, SHEET NO Vft -T, ]k r i Z _Z_ ric 'Z 13 '4�` ry!" Vv ��L� %j x, I L, I /W L fit OF 'T, "117 ""1 T77=7777=7777777 �, , 4, : S ,, 0 I I- - I - - � , 111_1��7 4 1� � L.I� . 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C'40 4j x I ZA-', omw6to,46 Fee... .-r-ttclfEcfb-50> 16UILP Lkoo�> ,6LJWAW04(; 4) ALL- rlviio.�ep Fke,040 5pw� pla, vaj �10,o r. e- LJWLr!�5 Cl 6 ST r EoF 410 40'. 1 Aft co ILL J SHEET NO OF mm� m LAJ a LU T LU Ca cmmi cr LU Z z -j CM C= LAJ LAJ Wo Z OD V) WN > W < 1' W < cc U z W < D L/) LiJ _j O z 0 Z < W2: u CE 0 (D 0 CL IT wLC) Z < OD Z 4 - 0 - 3 0 Z r4) MEN LAJ LU L.0 Q) co ILL J SHEET NO OF mm� m ii, a a EROSION CONTRQLt A temporary seeding mixture In the areas of where stripping of fills have been graded shall be seeded for silt erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding: Seed and fertilize within construction limit,,; wlt't 50/Acre "Redtop" grass, 2011/Acte "Eye Grass". 2U0/Acre "Bluegrass", 25#/Acre "Fescue" and 600#/Acre 12-12-12 fertilizer. B. Cut/F111 Se( -ding (Along Faved Areas)t Seed and fertilize with 25/1/Acre "Fescue", 2011/Acre "Rye Grass", 151//Acre "Bluegrass" and 600ttlAcre 12-12-12 fertilizer. C. Seeded areas shall have a suitable mulch applied for EROSION AND SILT CONTROL. Mulch may be straw, shredded hardwood or erosion control mat. D. Developers Option: Construction Areas requiring Erosion Control may be Hydrospeded in accordance with above Seed and Fertilizer Specifications. Figure 2-111 Seasonal Bull Protection Chart Stabilization "Practices Jan. Feb. Nar. Apt. flay June July Aug. Sept. Oct. Nov. Dec. ----------------------------------------------------------- I ------------- 'Permanent Seeding ----------------------------------------------------------------------- Dormant 9 -- 1 0 Seeding 10000011MON � ------------------------------------------------------------------------- esporary C 5 0 , eeding 0 ------------------------------------------------------------- — --------- too Sodding Mulching------- ------------------ -------------------------------------- A lu)chino----------------------------------------------------------------- A - Kentucky Bluegrass 40 lbilacrel Creeping Red Fescue 40 lbs/screl plus 2 tons straw mulch/acre, or odd Annual Ayegross 20 lbs/sere. I a Kentucky Pluegross 60 lbs/acrel Creeping Ped Fescue 60 lbs/acre) plus 2 tons straw aulEhl&crg, or add Annual Ryogress 30 its/acre. C - Spring cats 3 bushel/acre. D - Wheat or Rye 2 bushel/acre. 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Dirienj e7s .31,ope BoBodyA a N 4. rs Mar A I vV Z 16 C. c 4 Z 24 2%t / Pc. _4'P11C Pipe A 15 Ir. 7 a C. 26 30 Z '/Z /PC. V /6 14 6 /0 6 J .36 Z VI I Pc. ZI r, 12 r, 3 re 4Z Z 1/Z IFC. 24 C, /0 13 C, 4/ 46 Z Vz 30 14 /Z /4 a 51 4W Z YZ PC - 3,; /,f 114 13 13 r,-1:7 Z XZ NOTES End Sections f roe Plofe Anchors i5boll Conform 4',1fo' 117cl-ecser 4 To All Appli'coble Requirements As Set Out k, = Wye 5trccora 69 /rcftc AlultiPle Pone! Bodira Shall Hove Lop Vecm.5 Which 3po 5holl ee Ti' Anchof- —mo_ -1 ghtly Join/cd iVil,� JIA' 0 6alv. Rivef.5 Or 5 c. tv At The roe Flole Anchor Shall de Constrtjctcd Of /0 Goac END Golv. .5tecl And Be Required On All o5tee/ Pipe End' hi .5ectiomij. If o5hall Be Matched -Punched To Fit ifoles k7,5kirt lip, And .5vpplied Goose, Complete With (Salvenized Bolts. I Pipe J rl jq-,L j ri u ri ZYZpimpled Connection Bond A4oy Be Used To Connect P,pe 6•9d .Section To H*14411y Clorrvjo?ed Pipe. CLEANOUT MOW pipe 4rncf Section Pipe Providing The Method Of Connection 15 Approved TYPE I by The &79inCeP lorlOr rO ln,51`01106017 Of Pipe. Computed n9th end Section T J C1>01 - Of Pipe,41f41-d 5,C>`- ci-) p SIDE /0 Ga. rz> 0 METAL END SECTION rj G,:"21,6 Lf�` 's r re -1 r- P E_ eooc 1V ��r 04' r5crj-ri AT' . . . . . . . . . . r ------------ 7, 0. Lj X, Le, 7 r. .y. .......... 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