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HomeMy WebLinkAboutMSU Family Housing 1 I �!e aaweT co r N•ur• ! 0 w•rcRwtM[ w f.A—r w • _« — « -- �4 RM�x 24 la•Ywv.i� //I —°"'— CA COLLEGE Ay NUE _ — - V/ w w r._ �_ (` ropy My WT.N.W.S. 1 lae..ew.a' S N ev sa s•w CORN - - SE ION a!•culvrr __ AMR O — — --- --� lo. ° . . \ nw.Nuoe �j —°—c o o -° / / °ut a o'iie°O K"�v PLK OW uc ANGE B -� [[[[ RANT STA 17.53 ITf}T NOIL �a I I 1 �/ \ • • I — — I EXISTING SPRINKLER SYSTEM(BY OTHERS) o / - _ _ _ — _ — — a I I \ O / � 4 �i�4ps•» b� 6� x vhR LINE I I _ _� �✓ / uj _ o m Q 02 noo� 7 o \ � B•P EWSNENT ° V ~ aw I:aIRecAt \11AP �`w'� �n, �P, TO ZZx pZ # III I I \ ® I \ e0�o� ` LEGEND 0 PLLZLLL DECIDUOUS TREES LL n Q pp CWWJA6. l I \ H J Q CJ \J I CONFER-REES �vQ O-rp^p D I �I.•w•TLA OIL Z\ I \ ® ,_1 TEL RISER Z ro Z 0 c0 Taw d cr SIGN N \ I I \ \ ® J / t� _:AMPPOST cc Q PHONE LINE WA'ERVALVE _ Q FIRE HYDRANT CU_IRT POWER POLE w �j P0415 / Qf / / • = AUTO PLUG-INS �L I I I \ I +& ° /—T 0 .SJRVEY CONTROL POINT F ,{r�/ 2 WATER LINE Q wpp SANITARY SEWER LINE ° _ `Y n di l i� Izs�av voAq ux[- Li ` I DI .\ \ 0 w/ �, ` _ ' _ �1 ® •vm°aM•TE a'w•rta vM; —vole POWER LINE T ' GAS JNE Z 1 I \ I \ \ \ Ir I TESI PIT WITH TEST HG_E lls BENCH MARK I \ \ °y� / I = I( Q I III � �- � \• a /VE( / / I = Lu PHONE LINE O 1, -ORNER SECTION 13 0 q. ®I r O GRAPHIC SCALE I r /�AIOI' O v Ea,vNe�. `I ana[ II� o o n a c Me 1 �I IIII � k 0 I \� 4 b52 \ \ 1 • • • cx1ErtL � \ \ 1 :vrr I� \ \ • • \ ' _ _ Z GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS B LAND SURVEYORS - BOZE�IAN. IdONTANA u EUI�ING N°.10BPARKING AREA TOPO MSU PROPERTY CORNER OF 19TH & COLLEGE FOR HARRISON FAGG BRANEGAN CCURT I _ q �aA.rnT ORAKN BY. RF DA7f 1-7-94 ...,,�....- I I CHECKED BY. DF I ORAIMNC NO.: 93-680 n� N MAY1994 N SHEET u•.ax ve I I JOB NO.: 93-680 SNEEI 1 OF 1 CtyM607Bmb an _ wv out..exea!® G9jS/M EItIUO\60 18 I Z _ 0 Y NATURAL GAS UNE M'p1LYER1 T "3 —WS vA3�—WS —SAS S 3 GAS �.AS �:AY ""3 —CMS '"3 "S '•3 ui CA COLLEGE AVENUE a —, " ""�."` a a � -— � RM.bb.3. To'SEWER uAc NV N.b3p 6. RY.Rab.a> STREET ENTRY K K w aN aur.AvO.sR Nv M.b3R RS Jt 3 W W CORNER CUT AND REMOVE S OE AL V sccnoN,3 SAWCUT AND E LEro" YQA v - ` RELDCATE POWER PD E a O IK (D9 Q ��.` MV N S.b3r AS F 4', t , ' la)KY Ma $ MV WT-bYD {i —r L14E OF NEW ELECTRICAL CONOUT--- `��. ->J I o $ELECTIVE DEMO p-FENCE _ c^NSTRUCTION C-I WarQ`____________________ ___ �__._______________________ ___ram___ r •T'4 I 1 S I ,Y. ;yA � 16 v � T I YY5 `{a Wild 7. HWgb- } I i � v # � II Y}•��� BY�i 1 LINE OF NEW ♦LINE NEW CONSTRUC7ION CONSTRUCTION N a'SF WEP LNE I LINE OF II Ew III ., •°" Ii� a S > 1 IOU CONS7RUCigN I I O 4� 12 � NOb STREET } ENTRY I r_SELECTIVE DEM FE O OF NCE �r 5 © V�.n cDZZN -.j< I + I Q Q W a�O AFLOAT I W E01ATM SN y O a D v 5 n DEMOL ITION PLAN 08 �a m � 1 tip, REMOVE RUNNING TRICK - (•S S�Q,�R'� 15 - r Q ea Goo -�B NIORTH scu c•*�o-o 0� �arF la O i O ., � �, I D ONE! eV^ + I I N N (fmJJ!QVy i tt i I IA'RA,a+AW DEMOLITION LEGEND �N v CONSTRUCTION � Q I = Q DENOTES GENERAL ITEMS ON THE SITE DENOTES S>ECIF;C ITEMS ON THE SITE. �J LIVE OF NEW I _. 1 • _ Z "ME U!E C)NSTRUCTION I lr I"x aT_ a I _. 6Ra i I ffBa I.CAP ELASTIC SPRINKLER SYSTEM ON SITE AND REMOVE ALL PIPING O Y' AND MISCELLANEOUS SEEM PARTS AND PIECES ASSOCIATED WITH THE FdSTS ; 1PRINKIING S'$TEN 0`+THE SITE. ^ ].REMOVE ALL(EXERCISE)EOUIPNENT,ITS FOUNDATIONS AND ANY EI1V T MISCELLANEOUS PMTS AND PIECES ASSOCIATED WITH THE EXERCISE y IL _• O o O -ISTEC ON THE DRAWINGS. SALVAGE LEGEND EOUIPNENT ON THE SITE IN ADD TION TO THOSE SPECIFICALLY 3.REMOVE ' T ME)ITS FAT SITE. � 'IS 0 i ASSOCIATED BA OR ANY IMPORTED MATERIALS REQUIRED TO L t),R1 KV IVaII lK O a a DECIDUOUS TREES COMPLETE THE NEW CONSTRUCTION. F,. T B cn SELECTIVE MC OF FENCE F.REMOVE AND RELOCATE THE BASKETBALL STANDARDS TO NEW ENTERIC' I CONFER TREES LOCATK)N A5 SARDS OE THE SITE PLAN; MAINTAIN CONDITION OF J 9 1 POSr APPROMMAR 6•WARR uNE E\ISTI NG STANDARDS.REFINISH POLES IF REQUIRED BY MOVE. 1 5 REMOVE HORSESHOE PIT AND ITS ASSDC.ATED PARTS AND PIECES. O TEL RISER REMOVE ANY ASSOCIATED 14PORTED MATERI&S AS REQUIRED BY 2 UL -SIGN THE NEW CONE PITS AN. HEIRSALVAGE A Q III a b.REMOVE BARB CUE PITS AND THEIR ASSOCIATE)PARTS AND PIECES. SALVAGE Q LAMPPOST 7.I A PIECES SKJAGE IF REUSEABLE.I VERIFY W/ARCHITECT o A REMOVE IENCE SHOWN FANG ANY OF ITS ASSOCIATED PARTS MO LINE TR NEW CONSTRUCTION � � (� � I � � =WATERVALVf g.REMOVE BENCH AND CS ASSOCIATED PARTS AND PIECES, SALVAGE 5 =FIRE HYDRANT 9.COMPLETE SELECTIVE DEMOLITION OF FENCE AS REQUIRED TO COMPETE CONSTRUCTION. r CULVERT 10 REMOVE BICYCLE GATE(MAZE)OPENING IN FENCE AIID ITS 4550CIATED CONCRETE SIDEWALK AS SHOWN, (SITE DRAWING WILL A ' =POWER POLE RECUIRE THAT THE OPENING IN THE FENCE THEN BE CLOSED). 1J l � O REMOVE ANY MATERIAL A$$OCMTED MT THE RUNNING TRACK �3 t THAT DOES NOT CONFORM TO THE NATERIA_S REQUIRED TO ' EM ENT*. * / = AUTO PLUG-INS lqr / � COMPLETE THE CONSTRUCTION. Icc0 �2 U 1 /// uNE OT NEW G Z I a O Q =SURVEY CONTROL POINT 11 RE ASPHALT IN PLEAS SHOWN ON PLAN.ALSO SEE SITE PLAN • CONSTRUCTION % FOR COORDINATION. 0 y G ❑ �_� V --u =SANITARY SEINER LINE 13.SAW CUT ALL ASPHALT AT JOINING LINE OF MATERIAL THAT IS TO = rU y 11 Y Q W REMAIN IN PUCE. 1 WATER LINE '� �6 M • / ''� L' CAP SPRINKLER UNE TA,NONTANA STATE UNIVERSITY HIS INDICATED THAT THIS LINE IS I © ❑ - ,, tSl VERIFY THAT N WATER TO VAC T REMOVE N TO THE LIMITSV AS SOWN ON THE DRAWINGSmoo . ' � V t ,�`���''" SITE HAS BEEN TERMINATED —PWn =POWER UNE VERIFY THAT THIS LINE HAS BEEN VACATED PRIOR TO REMOVAL. o i t AND GAPED 15.REMOVE LIGHTS.POLES.FIXTURES,AND THEIR ASSOCIATED PARTS 1WWTT Q GAS LINE AND PIECES. STORE FOR REUSE IF REQUIRED BY NEW CONSTRUCTION. I I I _�..' • a 16.= REMOVE SIGNS FOR STORAGE 9Y JNIVERSITY. DELIVER TO FACILITITIES TEST PIT WITH TEST MOLE SERVICES. ' a •a # �— =BENCH MARK 17.REMOVE ExISP,NG CONDUIT BACK TO A VCNT BASE NOT REMOVED UNDER THIS CONTRACT. CONTRAcCT. VERIFY THAT OTHER LGHTS ON SAME CONDUIT WILL REMAIN WORKING t I �• G AFTER DEMOLITION. o• o 0 0 0 0¢ o 0 0 0 0 0 0 0 0 0 0 0 c o 0 0 = PHONE LINE ( :NW CORNER SECTION,3 ••MOLE:SEE SHEET T-, TARE L-5 In EM ED,LAN SEE SECTION FOR L` THOSE TEES HAT ARE TO BE REMOVED. SEE SPECIFICATIONS I( FOR CLOAKING AND GRADING. PARKING AREA - I.-.tCH OF THAN STATE UNIVERSITY IS TO REMOVE THE TREES h MI OF THE SHRUBS PRIOR TO START OF CONSTRUCTION. ANY TREES OR SHRUBS NOT REMOVED BY START OF CONSTRUCTION ARE TO BE REMOVED B,'THE CONTRACTOR. <-k7'&5-1-94 BRANEGAN COURT _VOVE ANY OTHER MISCELLANEOUS ITEMS THAT WOULD PPOHI&I THE WORK FROM BEING COMPLETED THAT ARE SHEET = I CIAVCRr 'WTHIN THE LIMITS OF THE STE. VERIFY WITH ARCHITECT. A/ 2 C—` -Nb.�bM.l I 17 - My.T.0b,13 Z 0 W + 81 9 { . � COLLEGE STREET NEW CURB �^ r r r PATCH 60' RIGHT OF WAY CITY OF BOZEMAN ¢ FENCE 4 STOP SIGN ..— ._.. _.._.._..—..—.._..—. _— _.. _..�.. R"- REPLACE:REMOVE - -__OPENIy,G ZS. SET��K — — — — — — — — SIDEWALKCUT AND PATCH FENCE1` C �I BERM TRANSFORMER METER VAULT o + S W�I PAD FOR El.♦H46.5' Il.a844.5' rLR F.l 4R46.0' I \ � Q BERM - 1 � � 4 BERM /`y EXISTINGPAD LNG LIGHT M RAMP ' MOVE \ BERM i..aaa EXISTING P M •' I - - BERM FUR EL 4B46.5' - PARXN046 SPACES = STOP SIGN w- ii /J I i' SRA6FSI PAY PHONE / �\ Q •� ENTRY K: MAIL 80X � >i H CRAMP n ar© SIGNMPST R CONC DUMPSTER PAD TRAFFIC P MARKINGS / " a a a i � z 9a PATCH JL --' I 6 VI 1 / EXIBTNG a W FENCE I — , - ���& Hr. S GN: BUILDING RAMP / / PARK BENCH EXISTING SIDEWALK EEPLA AREA BERM '/ -� R / N - FL EL<BIBS / I N -OR EO MENT '\ ✓ � L/ =Z�� eyN J�pp i� Jt1R 2L4B50.5' _ P K BENC / � 0Lo I N BERM BARSEC HC SIGN EXI8TNG 5' APRON z - / 4 cn BERMFFI `M KINGS �`YP AN ER z Z.,..e �R E.M6n9 0' W I CSTOP SIGN � I — MNL BOX a >- I L- \ FLR EL 46 09''i n_v f v r J ` II N a — C W h d M07 ENTRY SIGN --__ DUMPSTER nv I PAD RELOCATE BASKETBALL EOUIPMENT SEE LANDSCAPE PLAN FOR COURT LAYOUT. VERIFY TH RE AREE NO CONFLICTS WITH E%ISTING PLAYGROUND EQUIPMENT -_ EX STING FENCE) I REROUTE EXISTING SPRINKLER LINES -- EXISTING AS REOUIRED. _ ---- - - - -- BUILDING I 'BERM:' I /�' 106 IaoO-o• I I ALTERNATE A GG Y Jd a 485:'.0'.- r£ S I �rwn.w wr wo wa arnel no.uu I P 'Va• '/i SCHEDULE RH FLR EL 185L` i I - — RIGHT-OF-WAY LINE �bl I i I --- -- -- — — — 25 FOOT SETBACK LINE ! ALTERNATE B 1 _— ;...., _ SIDEWALK ........ ...........BERM ...-........... :: ALTERNATE ITEMS SEE SHEET C-4 UNITS OF WOW LINE BERMS SEE LANDSCAPING EXISTM KIS I -- EXISTING PAVING LINE AS SURVEYED NORTH i CENTER LINE OF ROADS DA-L 5-I-94 EXISTING FENCE AS SURVEYED -- 1- -- --- - - — — — — — SHEET LIMITS OF WORK LINE /\_/� ALTERNATE B BOUNDARY (�/� 3 aF SITE PLAN SCALE 1" = 40' 18 l us"Wo o5orwm r a owl v4%w.nrrc ass p.r.au ra voert m Tw Do v ME W.as. Z u.a / 0 E%15T 484543 EP, W 43.5 . . . ,i 0 , + — + ' t i t e COLLEGE 3114EET i a�i4 0 a5 / �, - ke ( 2 , 4a e5' / I ... .. Al E%isr 484 E P T . . E_ I \ l ......... / RKY 51 �.pp ALTERNATE A � nm aww�wa rwoo,nr.a,a ans wo.,.uo � . 484 67 EP VEreV, IV � FLR s._ 4849.0 J - l.wm'z'°°' Q .. s �47 47 j / x.ee.or , Ill—wt a t 5 \��For"s'w"vml U. o ' ��MZ/�� i fib• !A� l I... �s � � rP_ � ua a unr..w. � � pj taw 476 LP e4541 : ] ' a4rrt z 'R .... .. EXISTING AL 9 be a. o' b.�4e re wmcw r4>nwwnav ntr -;/� 4PARKING 48 SP ? I— I � / , S Eq.rt lEerv4:48499;E Z P ALTERNATE A _ o O ', 400µm rwno�nr,uo we avna uo wuiu VcaK ,4 FyR DEL' a;Ab';1.�' s9. q, ®asv ti.uo am,w vuon,me f151jw ,.... °w L z L __ I / i I EXISTING ' 4857.82 EP 4851.48 c� 4 51 49 C04 !.11 70 i w_ ',m up1a, BMDNG .— 5 OG CDR / ...-.. R �� - \ ol ALTERNATE GRADING PLAN scux r ■ as evao,ar ssm4uo ew+nT rues , r ALTE! TEB PAFKNO AB 9PACEB i ; -_- rllslMOULI91lllmprerOMlQIrt1041 .6.0e' ,4OD 4ADM0 MIIII —____-- // �0 / 1S 4811.5' 3 j ALTERNATE C NORTH I` _ � �.— —���—��.!•.�.i���f�4����.i.,�.��f� E1s1.0/W.[WdI15W 1m M1[�OOwOD7. V 4K'N M M r4ee1 MOOrSfD NlD% M IE�D 1p1 TEE RNRe r W lHT Ld R!M lN4Y(M!RAID 1%41 M R.VIIW 111CATOl --------� EXI3TM BUILDING— -- DAM108 S 1 fl4 SHEET ALTERNATE SITE PLAN scmx r = 4a C_4 e.lf o.,aoa..OlNIAt OF ALTERNATE SITE AND GRADING PLAN 18 z 0 W ' 8 8 $ 8 $ $ g $ 8 8 ¢ + + � Iq } r r TAPPER CURB DOWN TO MEET EXISTING oo' � p PAVEMENT / 2 CUT AND PATCH EXISTING c \, � •b^ STOP SIGN MEET REQUIREMENTS - FENCE AT ENTRY DRIVES iP ;� °� OF DEP OF TRANSPORTATION b U E� TYP. D F SEE GET 4/C15 -- - ---- - - - - REPLACE EXISTING SIDEWALK ' NOTE: WHERE EXISTING FENCE IS CUT AND PATCHED + r- AS REQUIRED FOR GRADE AT WALK.ENTRY DRIVES AND CORNER OF 19TH AVE. F_ CHANCE — — — — A1P[f'C000EGEST.PROVIDE-ERD"70S"OP-RAIL-ERACE- \ --- - - -- - - --- - - — _ — — — — — — — — — — — MRE FENCE.AND MESH T END MATCH EXISTING XIS ING'CHAI TO N-LINK' POST. METER® ' CONTRACTOR MAY USE SALVAGED MATERIAL THAT IS VAULT UNDAMAGED. ANSFORMER ET 7/Ci5 r'-.R EL_ 4 46. BERM '•-5' '_y ' Uw 'i m n b 03�N o a b b Q pg�a Q�i Q LL� n - IS/ Q I.4j ch JO(��ZVQQ _............. I EXISTING CONIC BERM r._°.-}t _p _s• , DUMPSTER / Z J�D N IR -- tJna ........... .. '� PAD r��--__-- C)Z OI ( _ / o EXIS GI LIGHT - J `---- Q N R AND PATCH t2T-% b b HANDICAPPED ONCRETE \ C "b CURB RAMPS HA DCAPE�? OE CU n ' , 'r� MAX Aii I—� d- V a.o •'p ���. t 7 — BERM ® EXISTING EDGE \ \. 12 STALLS AT 9'-0 it OF PAVEMENT / � F5 Y --I 1+98.00' .+2+00' b. AS SURVEYED / / •�\ \ AI ', — PARKING Q SPACES �' O _.L 4^ ti `�� Z a 2 'C 10 S ALLS T 9' 0 3 TR IC % PAY PHONE COORDINATE • M RKIN WITH U.S. WEST PLAN DIAGRAM } _ ENTRY SIGN 2 TYPE III MAIL BOX CLUSTER } o _ SEE 41AIO _ 1 PARCEL LOCKER W 1'1 O -i RAMP TO EXISTINGLL J S --� AT 1:1 PAVING 2 MAX SLOPE MODIFY PAVING AS REQ.FOR SMOOTH b d TRANSITION V/ 1 CONIC DUMPSTER PAD CURB CUT FOR _ _ GARBAGE TRUCK® § a TRAFFIC MARKINGS V� NEW PAVING BETWEEN EXISTING �• �II / 7 H� RA NEW CURB AND EXISTING BUILDING f b HA ICAP ED •+;~ PAVING b _ PAR ING GN ,Ky.',_ 104 \ R .k,{• RAMP TO EXISTING PAVEMENT ,1 AT 1:12 MAX. SLOPE / EXISTING EDGE / •O O' TYP b -- OF SIDEWALK C t 1 I AS SURVEYED 4 Z 2 •BERM � PARK BENCH NEW PLAY A A } PAVING p, l d SEE IANDSC E ! No PLAN FOR EQUIP p?- tz a 46 PAR BENCH 2� _ ALTERNATE 'A' % `_ b �)k SEE SHEET _ C-4 FOR 1 NORTH DATE,5-1-W FOR CENTER EXISTING SHEET � � - WALK PLAN BUILDING SEE DET ® / 5 C/_ a 105 b YPa 18 SCALE 1" — 20' SITE PLAN BLOWUP N Z _ W W N 8 $ $ g 8 $ S + ILL L g n n ~ { � t IC-' t� P COLLEGE STREET CUT AND PATCH EXISTING FENCE AT ENTRY DRIVES b TYP. 60 RIGH7 OF WAY CITY OF BOZEMAN -- --- — - -. ._.._ SAW CUT EXIS`1NG U - SIDEWALK AND REMOVE ---- _ REPLACE WITH TOP REPAIR EXISTING -- - - SOIL AND PLANTING FENCE WHERE + - +- PER THE LANDSCAPE OPENING -25'SETBACK — — — — — — — — — — — — — — — — — — PLANS REMOVED — — — — — — — — — METER E a ELECTRIC TRANSFORMER VAULT® / BERM PAD SEE DIET 7/C15 F7 FI„ �I I FLFi E_ 4846.5' F_ -L 4846.5' 3 ............ a + +1+00' W Ti W + 1+00' �I o b 03 olcan)'oQN QI�aD Q <N Z TT b �a 3 F-IL IL W Y-7 y � �; _ BERM + C7� QQ Z b ),m� =N b cc _ HANDICAPPED Q CURB RAMPS _ 12 HADICAPEGb MAX ° '.SLOPE b CU B R MP �- r 7 I An—.— - -- I e tn.a , et 6 SRM FLR ...L h t2+00' V! �--� �• as.5' PARKING 48 SPACES STOP SIGN VERIFY .- b °- REQUIREMENTS WITH I _�� °y._°• - eo-°• O DEP. OF TRANSPORTATION b 10 STALLS T 9'�O' F� t'- +�°• Z 0 SEE DET 4 C75 FIRE HYORgNTIBARRIER POST ti 3 TRA C Q Ii / SEE DET 3/CYS` FOR CHAMFER M KIN S ENTRY SIGN SEE 4/"1° FIRE HYDRANT ISEE er-Y DETAIL OF a _ J µ`4 DET 2/C14 7 b SIDEWALKS a -i ' IIL.AiVV 3 SEE DET® r § O J FH cuJ --- -- -- - -- - --'- 2'-0'x 6'-0' a.a b _ e r §r ~ m �� EQUIPMENT PAD 1z.a _ 'fa , ^' °00' 1 TYPE III MAIL BOX CLUSTER CONC DUMPSTER PAD b 1 PARCEL LOCKERS '.dip i FOR LL _J ENTRY' SIGN «I C C DUMPSTEp GARBAGE TTRUCK® N R_1 SEE 4/A,0 __ PLAN DIAGRAM ('��ET _= -- PAD b § t.o.o� to-r' �a•-r fL, r-r •-r r-r x•-o• ,(� �5 71 HI RAA1P } T AND PATCH _ b I� � PAR�(INGPSIGN ISTING FENCE J ENTRY DRIVES I I �' A LL* L ®' i� - RAMP TO E%I '§ AT 1:12 MAX- _ LA 1` TYP i 1 1 b t IS I _ - `STAIR - 3+00' - 6 RISERS -�.b I ® PARK BENCH BERM I 1 O O p d� SEE LY A E �� �0 PLAN FOR EQUIP / _ 1 r b FLR EL 485-0.5' PAR BENCH m —- STAIR , w-a - 1 1r-r t• _ - - __ 4 RISERS b _ ALTERNATE '•-- L - ®SIM t BERM - >e A SEE SHEET - r- � .... _ c-a FOR BARBECUE w i b W _ 5-1-94 II a - BERM FOR CENTER R8o0 Q ` Hu�ac - WALK PLAN SHEET PARKING 9 ---- _ SEE DET ® Q` - r �— b NORTH -� I C—6 SCALE T' = 20' 18 SITE PLAN BLOWUP fLK t _ PLAN FOR EOUIP =4.3 ~- _ N � LR E-L 4850-a' P BENCH r4. / 0 o I N /STAIR b a v2 W eo'-o• In•-a .'-o' IY-d -o• - ®- - 4 RISERS ALTERNATE A' eua SEE SHEET -- - C-4 FOR -- - J BARBECUE �� 3+62.44'+ e e• HANDICAPPED - BERM ......1 FOR CENTER RBpO._0 PARKING SIGN WALK PLAN , --- SEE DET t a I I BERM .... ... - _- .\ '•...-...........: ,_ .......... .. .. , 1: SEE SHEET Q - '' C-4 FOR I' - 3 TRAFFI M KINGS ?,,ELECTRIC TRANSFO ' CURVE DATA 1 AND ROAD /`: STATIONING PAD .. � 54.00' nr e s ° .oa ,s FLR EL 4844.5' LLI f TYPE III MAIL BOX CLUSTER aaa e Q l\` STOP SIGN tt 1 PARCEL LOCKER VC F.R E 4851.,.-�'v \-.. -- — � QaQ OZQ> 2 t — eda C9 IL IL lL ,��. ENTRY SIGN b t i b SEE 4/MO I g > ' a LL F4i h d / A n'-v + N Z �gp ID Y+• 16" CONC. DUMPSTER a v I� I PAD i ow EXISTING FENCE a CUT AND PATCH - c 5+35.00'- , SEE LANDSCAPE _ Q ----__ :' SHEET L-i FOR /REQUIREMENTS .at' ,�• PLANT BETWEEN ' 1 �R + PAVING AND NEW _. V z - - - - - R800 0 ,ae• - .' BERM 1 f as = i I ALTERNATE A a J -w NEW PARKING LOT AND CURB,GUTTER AND WALKS I W O - --- TING PARKING LOTS +6+00' ,w.o• � Q+--- � ALONG EDGES OF NEW AND EXIS _-_ — I � m � _.. .: P ...... .. _._-- ..., �� .. - �� FIRE HYDRANT SEE:DE' - FLR EL 4851 31 1 NORTH 1 ....... .. .. _ O i .-ALTERNATE B 1 'D LDWQ n AND ENTRY WALKI .: _. --- - - --- -- . ..... .: ..:.. .: :. ..._.' ��a..eraraa.aarae.a.aaraa+aaaaaaaaaaaaaaaa e�+aa�a` _ , b BERM 1 1 I 1 _ 1 7+00' I 1 LIMITS OF WORK LINE 21.1 L.. , I - --------- - - ------------ EXISTING BUILDING :..--s•5-1-gq 108 SHEET PLAN DIAGRAM C-7 SITE PLAN BLOWUP SCALE 1" = 20' 18 z 0 II (n I II II Q I I II II II 4844.6,5 - -. _ '-c- - - -- -- -- - P - ---- -- - - 1 j / I I - RD CL - - + + r + + } } L } _ } - - --- I I + - + d / 20' CULVERT II 4844.14 EP r _ \ 4845.03E 4844,47 EP `� 4 I I 43.9 _ _ _ �✓ EXIS J II i�- 4844.8G EP ADD END EC III _ - - TAPPER CURB TO MEET TO EXISTING�O• EXISTING PAVEMENT. TYP CULVERT II 4843.57 TC 484691 TC II. .. AT ALL ENTRYS. - -_AA• I I 4'8'#1'S5'T'7�'• •• ---"INV-OUT 40.65 � _ -_ 43.42 TW 45 __-- _ --- - -_ INV IN 42.0 INV4842.36 --- - - - -40.8 - - - - - - - - - - - - - - - n 40.5 WATER 41 / .9 8 1.. ,/� 45. METER® 42 45.5 46.0 ,� T '0 VAULT _ 43 / 4845.19 EP _ - 41 4243IXT r- 44 �\ / j, PER InCA .... _ 4�.�� L-� -Y ' T P TE T A 4445 FLR E�, 4846.��• h 45 ' � FL 48 45.5 4845.40 EP 5 \ 4 A a .0 45.9 I UT / 4 TW 4 / --- � I i _- N 4 45 �- - i .... 45.5 W 46.0 ♦ I -- a5.? /4 4 03 EP a6.t 45.6 - H 5-9 I a .5 46-1 - p sss � a 45,6 45.9 46.0 'i 0)009N �F, 46.0 INV UUT 42. ' a 9` .� SMH / - --+-1 /- ol!j Q Q x W Q Q 1 / _/ INV 9 - - / 47 -- ---- ZOO / / �� I � LLW�� sQJi3 / - 145.E i�� C7�ic, �Qa -p \ _ / 4 45.8 4 .6 I 45.55 / 4844. �'� ---- C)M J N ILI J /� / / Wn Q .9 - } 45.6 r 45.2 45.5 TC / I + 45.0 �,OtX / �a5.08 7W •'� 1 ,r-�D' cc 41 '4845,11; EP ��� Q -- /R-- \ 46.4 44.9 / / PLAN DIAGRAM Z �.< N � 46_0 I aeaE � � PARKING 48 SPACES � �` EXISTING � BUILDING Z O 104 Q a = INV T 4 m 44.9 f 7 46 46.4 4.1 �_- slis I _ _844..82 \ as. 7 r 48p5 / UJ O J 5.25 t I 4 f ,/ _J / /. co 46. S °° LEGENDLL N M �P 4 } 45 4845A EP / NV 9 j PROPERTY LINE C 45.4 h I a5.2 .5 SD SETBACK LINE ;I I -_ _A846 , / 6 1 _ _ - - - �45.5, J'- ' -� i EXISTING CONTOUR LINE 46 f St / 47 - - 4 .9 - - NEW CONTOUR LINE o 7 1 / // IS 48' EXISTING SPOT ELEVATION c h o / 1.0 \� a6.1 4s.1 �,' / �� NEW SPOT ELEVATION 46 c �? R EL. �g45.5' - % CULVERT WITH END SECTION 46.8 t 48.2 / J rI DUMPSTER PAD ( DUMPSTER N.LC.) / / -- LIMITS OF WORK LINE 45.2 46.0 WO 45.8 46.1 / 1 ��. { sus Qom- STORM DRAIN SUMP 46'0 so -- STORM DRAIN DROP INLET ab`+ // EXISTING BUILDING sM STORM DRAIN MANHOLE DAT2.5-+-94 Q 1 484 2 EP 47 46 6 - i / 105 NORTH NOTE FOR STOFMPRECAST T FL T S- DE PMANHOLES USE r INI 1 RECA87►LET P FOR MhN FOR 45.6�5/ J OPa AND� V SHEET / �� DROP NE7 COVER C C-Q FRAME TO BE NEENAH RE�B-B74 NAN/qLE COVER v 50.0 \ S.pS FSITE GRADING PLAN SCALE 1" = 20' 18 Z II II II a I I 4845.58 4844.65 I I X R D C i. E 54.36'- 20'' / CU ( 4844.14 EP LVERT II r f \ \ Q N 89' 36' S" W Nw�coRN 43.9 COLLEGE STREET -- SE TION/13 17,1Y 4E45.82 EP - - - ADD END SECTION- _ / CULVERTI I 4$43.57 TC _4846-91 TC 60' RIGHT OF WAY CITY OF 80LEMAN TO EXISTING�20" INV OUT 40.65 INV 4841.16 2. -..__..-..-.._. I _ N�847 \�� -- - - - 45 -'---- ---- _ - ----- �-. / -- _ _- -- .A INV 4842.35 24" CONC CULVERT } I I i V 4 _- --- ' -1-` 1 \ I E I \ .9 �\, 8 1. �� '/ 45. -� METER I \ O: 6.0 I :' 46.0 \ ` VAULT® I 1464 Y I I 8 41 42 - P TECT AL 43 44 L, ,40.8 \i PER CIFICA N 45 F R E_ �n4b.� 4443,4241 \ � 46.0 jr'_r� EL 484Ei.J 4 .0 � 45.9 I OUT 4 .5' I 9 HW1 1 I II:I I � _1� N a6.t a6.t 56 5 * --- - PR OUTFAIL \ \ 46.0 CE 45.9 46.0 »o• 3 O v 44 PER SPECIFICATIO I ^ INV OUT 42 ' Q a G n I I V)O 1 I I 45 47.0 \ 44.9 a U~�CD 0 s 1 •+ SMHi 47 1 ,k \ 6 _ Q �ZZ46.11 Q� 1 1 _- 4NV 44.5 47.0 QLL LRL .0 45 a.0INV �9 4 45.2 87 45.9 � 48 I n Q Oj EL 4347.5 � �� v 1 .. W + Q d \ \ 46.0 46�' yM 1 \ L -� 0 -45-6 45.6 ��J^ I 1 47 I ° y a .9 Sa 0' \ � - _ 45.6 Z� ¢l co C-4 Z I 1 I INV 44.9 47 46 a5TO .5 TC 05 - ----- - - -- 45. SM /Z i I 0 - 1a7. \ � 45.5 fNV o 47.1 47.0 I 456 49 ' = a (1� - 4 �I � f44.9 V I bt x m 1 j 48 47 \1 i a6.0 I + ' I V a 2 la 47,lI _ \ ;r - \ ^_1 '_ 4c4{ 47.1 ;..J' y j% + PARKING 48 SPACES 46 47.0 - 5 _ /�i _ INV T 4 .SB' 44.9 Q I I I 7. 46 X_ 46q&4�1/1 a .1 aaa4 S aa.a J i I I I 7 46.0 �� \ 4O. I� -� \ 'r� W` 46 95 ,I M y9. I I I 47 IN 4 .6 I \ 46.0 3r Jpp r = M cr 2 CULVERTS y // 'A W I-� �. I-- III III 47 J SOS L 48 46 I ! �/� , L p� STEM �, �, V+ Q III I 47U. .1 46.6 T 47.3 46.97 / 45 a �RA/h - 48.- 1-- / wV 46.Q_ 1 �/- \ i 45 4845.43 EP; PLAN DIAGRAM f- 45.1 _ C 45.4 _� /49 I P I I 1 T - 50.0 _I __ --- \\ r- INV 44.9 I II II eP9. - 7.1 46.2 46.0 i / 4 i 45.2 SO I'48 1 / .6 .7 r I r/, '545.5 �1 II II 48.66 \ -- lI 4 -. - - __ --1�1�-._..._ ., _ 1 I Ir1T r I _ 7 / s� sx _ �� 1 4 47 4 - -- _ A I I \0 1 R�{ 4H - �� i � 46.1 46 i Q Ofb U vy. W 46.84 46.0 146.1 (` J \ 1 I I 47 i j4 0 7 50.o FLR E'�4850.5' as --_.-\ - -- 46.8 / I I 4 .1 46.2 I I 474 47.04 ' 4849 ' �I� ��45.2 46.0 a�� 458 a 4��. 46.1 1 INV 47.0 I \ !- 46.0 4fi.0 / 1 / - / 46 � J S0 49 461 �g47 46 1 -1_--J / 434 2 EF 1 : 7SA .5-1-94 1 1 I 5o RM /\,i 4 .0 ~ ?�' 7 45.8�5/ SHEET NORTHA _ / 1 V-�J \ 1 r 4 50.5 � 50 _ \ 45.61 - , I 1 15h •5 48 1 `' 0.0 .Qa 4 SITE GRADING PLAN SCALE 1" = 20 18 ` -- � N I 50.0 • -- \ i 46.8 \ ,1 i 46.2 / 0 � 47.4 was o 45.8 L-\ 46 4 / W 45.2 46.0 �, 46.' I SD49 47 46 -\' 46.E / 484 2 3Sz U- 45.850 /S _ _ 4-15 yob ci 4 0.5-- % 50 55 \ ' 45.8' WE 50.0 i ,49. 4 .75 ` 0. 4 .7 / \ \ 46.4 7 - 47 ALL _ I CULVERT/ 0 / 49.7 \ 5 J'1, 49. .-- I / I J � a8.0 4846.6' F IENDS INV 4 .6 ('� - 4 .5 / 4 .7 50.0 Z - 5050.0 49.7 . �, ---`J 4Y7 _ \ 49 \ 51I I I� IQ _ 7 e�' ' / FLR EL 4848.5� 930 50.0 .1 � 31 4 .8 50. 48.5 - Lu I 1 I I I I 5� I 51,4 ,r/ I 52 I L. 48j0.�a' - cobs o,�7 Q�0�� ¢ � I 52I1 t2 1 1 1 2 24� CULVE t. \1 i i ✓ ' <ots Z Z N Z Q K 32.1iS I 1 4 �` // - < X �2 LL < MAT H II 0.0 a \ ( 4�47,29 F � BOLL v o EXI T 111 I I I 5 5.� 50.0 z q 1 1 Qg�^ N 1 52 TC FIM .` A / _ -- T / / •• - Cs�Z� a� I 51.1 \ / \ / 1 (j) 6� E m --- - _ _ 48 _ 48.0 /" - 7. 51 51.5 5,.5 N 4 cc 50.6 I 1. as 7.7 4 7 r P ' = a 51. 1 t I I IR_1NV 49. I 1.5 \ \ \ EXISTING Z \ \ -- - --- 4�5 BUILDING I So 51.5 i' BE \ I 106 50.8 - 10 \ \ 51.5 50.7 Z O 515 50.8 1 J \ I 50.6 I 51.5 - _:---- 51.6 .- \ \ \' 0. O /,,,��&0.04 N�f 1.5 €L:�_ -_48rJ2X' - rt. :F 1 - - \ J - - 51.6 1 \ FH • 1 m Q --_ 51.3 i � 1 LL I I I \ J 5 5 51. 1 1.1 � 484 29 EF' C \ 2 50.5 ✓�1ti1� NORTH / n q 51.5 \ 4850 59 rP 52BE i I \ LIMITS OF WORK LINE I V 485 .37 48 .6 4850.7'• INV4 .5 3 _-�--- ----- \"a - -- - --<--- -- _ 1 4852.82 EP- --- a8S1.4 \ I \ 4851.48 EPJ� COR EXISTING - I it 48 5-11-94 55.22' EP T I \ BUILDING CID IIII 108 z z4- cuwER s I 481-1.66 EP ,�--- J SHEET EXISTIN �•. --= 6' I PLAN DIAGRAM C-''O 111 � I SITE GRADING PLAN SCALE 1" = 20' 18 o z 0 6 2'NA"I GAS'JIIE . �LL —GAS -CAS CAS GAS —GAS GAS —GAS--GAS GAS GAS ,.AG - W---p��Y N � V 1G-YwEN'Nf W_ W • W W Y • I �v Wi-.e]0.5. �J N fM'6 7 W - wv w-Ae]Ry W CORNER sEcnaN 23 �E��T h � nl p OP FLANGE 9 --- O //■�pppppp , tAUPED Ste• —T:-;�� —_ wr�� d' i FLR El I816.0'F. 'Ii - r ..... ........' SEE DETAIL 1/C15 FOR a• �� t i {I ,- - f,............. 'M• _ SEWER CROSSING \ i FLR EL 4a46.5• PARfN049SPACES I \� EXISTING ...- 4 BUILDING N ... {, 104 a � LLI 'O - co 0 F 1 %• �I ''r - '! /� LEGEND _ xw` ua b — —_— _ WATER MAIN Q �� LA_ co WATER SERVICE �_c4 I pp .R EL ABA65' \. ,` .Ewr.:ou,wx L7�(^QQ OM -di xT�q/J1T O Z M V W v FIR 14.WA ,� _ _— �_j� ,,� - GATE VALVES DN CURB STOP = a EXISTM .f I ' BIJILDING - METER VAULT Li 105 FIRE HYDRANT Z Ww_yI61.21 • W I ` J Z O - BLOW-OFF HYDRANT J c O •A NOTE: SEE PLUMBING PLANS AND COORDINATE WATER ao FLR L 484 0' SERVICE LINES WITH PLUMBING. W �_ . SEE SHEET C-14 AND C-15 FOR DETAILS ' LP EL-815c 51 _ J SEE SPECIFICATIONS FOR REQUIREMENT OF INDIVIDUAL ITEMS ~ 3 r I MIAOOATE 0'MARx 11NE - I - - �!' _ 9 W LLLL EXISTING BwLniNc n ...:.J�p,..�..�...,..,.� j BUY_06 DNCi :..... I .... � N � EXTEND COPPER PIPE NORTH :....^rr,..� I - i 2" ABOVE FINISH FLOOR ~ FINISH FLOOR LINE SCALE 1 -40' "° I, I - o RELOCATE FIRE ANT / 4" SCHEDULE 40 PVC TYPE 1120 Z = vF AS"SMO"ON ALTERNATE T` wEET e 4 w PRESSURE PIPE dti .2 ly p (2) 45' BENDS 1 m 1 1/2" LANDSCAPE SERVICE LINE 2" DOMESTIC SERVICE LINE .•__.., ; ,, El BED PIPE PER SPECIFICATIONS o EJ1fT8 OF WOE�Co 0 0 0 0 0 0 0 0 0 0 :� o 0 0 0 0 0 -_COMPACT FILL PER SPECIFICATIONS 1 1 2 CY DAT.5-t-94 WASHED SHEET 1--- -- - -- PVC SLEEVE FOR WATER SERVICE UNDER BUILDING C—♦11 BUILDINGS 1,2,3,7,8 OF x WI_.pb,y 18 m z REIAAINING CAPACITY 2767 O PERSONS WED ON WO GPO U) GAe UN,, _ PER PERSONS PROVIDED 8\' Y NA"4 CITY of eozEww. W c.s---insws ws ws ws eAs ws ws— ws c•s �.•s :.As ,..s w — w IN wRW.bb.x4 Ia•SE»ER lW[ - . + . + 1 . . Rry M- NV WT"i!o4es wv i�aise3ea vs N er Y• W CORNER SECTION 13 COLLBE STREET 7 �l VERIFY REQUIREMENTS FOR DROP INLET INVI- - I N W=4831.2 a^ n '\ nv W S•4e3r.b t� NYDRAN-� NV p1T=b30 • 6iA4PED E-b3i e3 �) 'r:W rl 4B46.0' J ' O PVG • �� F ■ N FLR fL 4816.5' �N e• .....,. '•.....' _ \ n/_ iNi Iri=ae 111.10 tiv OlR.+63(20 \% 0 ,., . SDOx a» I" INV IN 5.1837,80 NV •14tl3 r.$8 R EL 4d46 5 N.'• F1, PAWCNO 48 SPACES Ex� _ e•scrwR uN LLJ — 104 b� / p Q �(ppp LEGENDS f, INV OUT 48339. ' ,®; MANHOLE ci(ry�„ N J 4839.40, Z m FLA_E�. a' O O L•w't"UNE— _-_ / S - EXISTING MANHOLE N EXISTING ■ _ ! --- -- ..^ .^� .... .. BUILDING 105 + ' !� NOTE: SEE DETAILS ON SHEETS C14 AND C15. Z N•b40.e» ■ ILL: ql D � ■ I � — \ {� FLR EL 4a9.1. W 4•w 7Z• / 2 III ... Ich WPW)MATE a-wAIEA UN, I Ml.18460 III1■ r . I — EXISTNG i - ................ - ,� BUILDING 77 MTIATB B euRuwie n'sEtmce - �1- ■ 2R 16:1=11. NV.1845.14 J I 1 O � 00 Lr�ra o F wow L►E NORTH • E_ �.� o 0 0 0 r---� o 0 0 o SCALE 1"=40' - r -- - - - - -- ---- - ExunNG MXDM I ne ' ---,-' DATL 5-1-94 _ I SHEET —12 or v Wr.bb.Is� 18 N z 0 r MANML GAS 1R[ Lu---- -c.5------- -c.5- - "S- �iA2� WZ G.5 .5 -G.5 --.•.-�i:2 G.5 ---WS WS :.5 4w5 - -- f } } } M•Y' ]'• W CORNER CX 1 EGE STOGLT SECTION 13 �+VL.LG\.c�71 f1GG I i-2"GAS PUSH CROSSING ROAD -_ I RELOCATE POLE EXISTING POLE EXISDU _ - 1----- - - ----- ------- --- --- ------1 TRANSFORMERUNT �., \ 1. -- I i \I _— ,�• \ FlR D.Maf.9' � I +LR El AR46.0 L rT ! F.H n.4e47.5' F,- WE I R,iL 4B4f.5' PAF4aW 48 SPACES W a ��� eulorio toa / a I LEGEND/ �o H 01 • i' _ ' / - GAS LINE a - ELECTRIC LINE 0 !� R PUBLIC TELEPHONE z�\ - TRANSFORMER LL Lp UTILITY COMPANY TO VERIFY N � SERVICE REOUIREMENTS AND - N lSLgV�]l - ----- SEPARA METE {LR FI A84e.9• -// ��__ COORDINATE NTH CONTRACTOR. I.% - SECONDARY CAN C', e i J�p^p -- I RR EL 4"o 5' FOR / Z Epp F�D LEI C 3/a"T "MAIN B CUE / / \ N N 7 m... -] - ELECTRIC METERS N C _ _� I -- _ .. I /'/ - GAS METERS I r / - 3 PHASE JMCTIONEXSTM a BUILDING - EXISTING PHONE OR CONDUIT 105 _ (VERIFY) C� SECONDARY PNDNE LINE I I Z -CAN '� fi /lam TELEPHONE POLE Z V� I / - EXISTING LIGHTS J - - TRANVSFORMEREXISTING TELEPHONE a ~ -- - - ' _---- \ �, RR EL+eAs,a I - EXISTING TRANSFORMER W @.al XY.aa LNC _ a SECONDARY L .\ CAN \ I J J W J ! w cnU. CID Q = EXISTING _ -- - BUILDING 106 - \�` ALTERNATE B . \'I BUILDING 11 SERVICE ` rti 1'3d \� I CL \`� I Oly i I p I NORTH .__..............-,......._ I SCALE 1"=40' —� — — — Lw OF Lee _ —EXUrWQ � ISULDIM SHEET IS PROVIDED FOR INFORMATION ONLY, EXCEPT THE GAS LINE FROM CIAM 5-1-94 I METER TO SITE BARBECUES IS INCLUDED 1 — IN THIS CONTRACT. SHEET . i I C-F13 18 '- —SLOPE PAVING TOWARDS MANHOLE 3/lC2 1;R" PER FOOT- N 17 S REET SURFACING Z PwNG v E _ MANHOLES NOT IN 0 (7 vrtLl AS SPECIFIED AND ASE > PAVING ARE TO ,s�p. K EXTEND N 1 1/4 X 1 1/4 X 3/1!" ANGLE- CHANNEL / C CONCRETE ADJUSTING GRADE ABOVE FINAL XY PLATE&ANCHOR 1/2 •Y ANCHORS vrt1F - COMPACTED FILL 11 1/2X 1 1/2 X 3/1S ANGLE 7 - SHELF RINGS AS W ,r I 21' NIr. NECESSARY L_—PANNEA, 1 1/411 1/4`/16" ANGLE MI 4" PVC FIPE N.- 1Y MAX.) NOTES. SIZE O.D. 'REINFORCEMENT WT. 1 ADJUST MANHOLES UPWARD WITH ADJUSTING RINGS UNDER FRAME. % 2. ADJUST MANHOLE BY REMOVING DR ADDING CONE AND BARREL I� CLEANOUT SECTIONS AS NECESSARY AND REPLACING WITH SECTIONS OF — N4 AT 8" LENGTH REQUIRED TO MATCH GRADE. 48 64 1675# �� [y b _ _ EACH WAY c Ac Z owNNEL .7 SLOPE MANHCLL FRAME AS REQUIRED'O MATCH SLOPE OF PAV'NC OR FINISHED GRA',E II- SECTION A-A y,Fyr 4.F•NAL MANHOLE ADJUSTMENT SHALL BE MADE BEFORE PAVING OR FINAL GRADING. L� J -_I --� 3•-to` A D 1 � 54" 71" #4 AT 8" 4125;f{ F 5.A_L JOINTS BETWEEN MANHOLE SECTIONS. TOP CONE.AQIVShNG � SEACH WE RINGS.AND MANHOLE RING SHALL BE WATER TIGHT.JOINT MATERIALC #4 AT 8' SHALL BE "RAN-NEK' OR APPROVEC EQUALCONCRETE CIRCLE 6O n8 EACH WAY 4975/� sa. 6.MANHOLE RING AND COVER SHALL BE ADJUSTED TO MATCH FINIAL CROWN NOTES, ANO GRADE OF STREET.USE ANDERSON PRECAST OR APPROVED EQUAL 72.P 92" �14 AT 6• 6925N , SLOPE ALL SHELVES TO CHANNEL A7 t" PER FOG' '.C'xCRETE ANGLED ADJUSTMENT RINGS i0 OBTAIN REQUIRED ANCLF.. EACH WAY Cr 2.SEE C-16,C-17 PROFILES FOR SLOPE OF CHMNN;. I I 1 1/Y RERARS NOTE:REINFORCE SUMP FOR NLAW TRAFFIC I�'��� (1 MANHOLE BASES r3 HOLE CHANNEL DETAILS a MANHOLE ADJUSTMENT DETAIL (GARBAGE TRUCK LOAD> L t NO SCALE C) NO SCALE Ct NO SCALE NOTE: WHERE CLEANOUT IS NOT IN PAVING.KEEP SANE D151AI'_! FRI OR,— TO ONE FIT CAM N0.52141 2' A 4'GRATING 1/Y REBARS 1/4' STEEL PLATE TO GRACE AND EXTEND OR THICKEN SLAB AS REQUIRED. YCI AO5•AwF.—1O OF ACO 12 .FRAME El COVER.COKR YlAL1 HAVE I• INLAND 4-WAY PATTERN SUPPORT ANGLE 1' A S/t6" BEARING BARS AT Pal raLEs ARROWELD OR EQUAL CENTERS BOLTED IN PLACE t/P B[LOW TOP Or NEW HEAVY OUT'NDN tt ImA S.YIIAR I M-f:AL-.IS erlWrcN wNHERE PAVEMENT— SIDE OCTAL BELOW 1/4-MBEL TOP OF 0 TARO FM. -506D6-I ____ SFCIONS.MANHOLE—•TOP YCTPON, \V / r s�,fD GRADE — 5Ar BE wf,,nOw�JpN°iNYMNYmE AND rLW SOIL MATEPoII SNWL K WW-NEN OR EOUA I• P 0 `-- - JOINT OR N;.IDINR EXCEPT BE—L • b �pUY:O�WHH PAY-N[A �.0 v�O- SFN[R pPf ANJ WWRpF WALL. W WATER LEVEL T R 4' OR 6" PVC SERVICE :INE , b IT TiFPS 5'^rR[AL //{-- L -- - - - -- - RB--�- WATER LEVEL 4• PVC STORY SEWER 45'ELBOW SLOPE 1/4- PER FOOT MIN FROST E.PAR,pN p ,r � A" PVCL 57p(IIA •s �K' , \ i a -511E Us TO MRFMED ADAPTOR PRECAST RREWFORCED CDNCWf U W SEWER 1Q '• + VAXI LE ISER!ECCWRIC 4 1'--10"MIN. DOUBLE COMBINATION -THREADED Plus W —°--.1 C04Accl TOP IA�I m IN N O p SEAL WATER TIGHT I •' • SEE CLEANOUT DETAIL of { Q pN PER MANHOLE I• w Y AND 1/6 BEND ® i arP[,f PYL g ojRRo)) DfSNGxA'IOx c-41e m I(7 SPEC. .• b F 1'-4" MIN w ,0 '/a BEND ~ pa ZQ Q X Q x { Yf 4" LONG SWEEP t/4•BELOA FOP OF NEW .A;AW DUTY,YDI BOX SIR— PAKKENT S'JRfKt/7 0 DIAD C•.C.M-SJ606-I V(� IL • - .F / ,T IFERIEWNL�XND �—IN LINE MY':ITTING a F R IMI. 1 �gECAS OR PO 0 IN-PUCE Q 6• A 6" 1Q/10 —SGA UOFN1•Fix RAM-41- V BUNGING KUAmING MNCRER MR..T N._^i ITYP.�OR�CASl BASES) �'-�C Y SE W CONAPE MNNNEI U-H n J W L•) MRE MESH �n 0p O —6'.s BOUND SLAe _ ••a•. - _ -• 6ELoN PPE S W PRECAST V U) V Q a 11 -CDMPA.�,TED i �{/�/,� \', SASE MNYUY TNKNN[$$I.6. C, CCV7 �.-. PER SPEC"", PE.F[:.: CO L�Ar, PER FOOT [^��.1f y� FL TO•JL:DEPTH SEE DETAL O Z m •-- J SECTION C-C CLEANOUT DETAIL � .1 ® V F� 1 N MANUFACTURER 10 INSURE UM1rt L Y PVC SEWER NarN VEFTING ASTM 03034-SDI 35 FOR M[END DF Inrt ~ — - N CIFANIXfT u5[PLUG NOR.SORYDIWN YANx0.E5$NAl NOT �CV ALL. BE 4'SUPPOR A.T TRAFFIC LOAD JOINTS 10 MEET ASTA D-3212 I H5K FORMED CH4N VY} ANC MC LOWCSr ANDERSON PRECAST OR EQUAL ee..'ra. RPF IVKR SHALL BE* HNER THAN Bon; cc FUIF ,C Pr ^.-I'41 f` „RI E'J FOR N 'RO,I•.!) �FNTIr�„�., S�I.PI R B _.V FL V•xwnf5 Q Q !)STANDARD SUMP INSTALLATION s SANITARY SEWER SERVICE LINE j SANITARY SEWER CLEANOUT ANITARY SEWER/STORM DRAIN MANHOLE t NO SCALE y NO SCALE Ct NO SCALE kQy NO SCALE 0 FIRED WATR OR SEWER Z UFDIS'U -^:�� C] FAIRH(NP) CA RE;IUF_REATENis NMN 1i v� NEW SIDEWALK _ Tcc m FI GLAND-� MP11ST G1Alo� fi'-N•WRA V COKR Yv[.LLP H-15T01 W NOTE o W _ YED�R H_IDJ fi GWB I.I - _ - - - R R O Q�p[� CORPORATWN STOP S'A'_N 4Is D.ry:' WATER OR SEWER- r—� N O M TLE PE -J/ YFUILLP+-15000•.-r MAIN 10'-'."' MIN. Q J METER OCT SETTER ILA':,-P; ',,E'_1-R 2B?925 MTH Ii<E I.IJ METAL STEPS , T AND READER LID KEYED PER THE REOVIREMEN75 OF THE 90:EMAN I —— TOP OF VAULT TO ---- •i• WANNER AND SEWER DEPAFTMENT. 1S METER uD SLOPE WITH NEW P I SIDEWALK ,_ VALVE BASE wTERRA. �ARA_LEL- ARRANGEMENT L ® W �— Y r `- GLAND R \.,� `17 LANDSCAPE uNE ( CLL OOX XIIII $LIME[ NE 4 16" METER LID WITH D,A• A4 CDIIROS.MN R6STAHT A4 '--r LHER SFRaMF RIS h'PC K ANrH,yEO CDPPCN nlrc L O L O Q ` READER LID w 1HR[AD IIESTRAN1. ROD.CONFORMING NAEULLER IEAm sER+S L 1 VALVE--+�O� TO ASrX ANZ-B1.IN5741E0 IN TIME L%L Ir,[AVXX_E-cm NfA E BOLO XAP` AU,COPFPR F,'1IN05 10 BE FPARI " Wx[p[1NTo",RT,CUMIN, _ �- W J ALLY IXSK EO p 0 WC L[VON x[W NOBS - W 41EFHANCAIL '01)P,PE.AND CONFORYfNG TO AS WARN SERMCC ONES Swu HANK A VINAUs 6--6 FOCT COVER `_S(WER WATER L u WATERPR.)Of +'ERIOR ATH JOItt-/ RF[ .14 1[SaCSTRAhING RWS BE USED.��UM TO'IYEAS-10 FROM'RE TNC'A'GRADE LINE Z Q ©I— CROSSINGS r p\ '\ SONOBORN HVDROSIDEMASTIC ((('''CENTER READER LIT /_ `: Ii CONCRETE TOP WITH WATER SERVICE L 1 s•VN_BE INSTAI.L..W"HTE—II ON ME s OR EQUA / OVER WATER METER N4 BARS AT Ef EACH WAIT DRAWINGS OR AS SPFC'ILD _WARN SEE DETAIL PLAN SCALE 1/4'4-0' „F,DNG$HAL B $P[GxIED N W LL' FINISH GRADE �. SEWER (n �— O — V/ -- - /-s�TYPICAL VALVE/TEE RESTRAINT to WATER SERVICE LINE AND WATER N SHALL MANIA;', A NORI70I4:AL SEPARATION OF ,Q'BETWEEN SEWER C - AND PatRA .,ryES. c METAL STEPS SET IN \4�jy NO SCALE III( NO SCALE CONCRETE AT i6" O.C. - 2-0 ©CONTRACTOR SHALL MAI%TAN A VERTICAL SEPARATION OF V-6' BETWEEN SEWER STARTING 18" FROM BCTT)M OF PR, -- /4 DOWEL AT �2_0 AND WATER;,NES WHERE - t, CROSS- THE CROSSING SHALL BE APPRO(INATCtY -- USE STEPS SPECIFIED FOR MANHOLES -� 1C' O'C. ALL USE CONCRETE WITH 3000 PSI 28 DAY SIR,... 9O'BETWEEN WATER AND SEWER _ SIDES 1J WATER Man MUST YFCT OR EXCEED THE REQUIREMENTS OF-RECOMMENDED PRACTICE d er IV-a' 6 FOR LOW-PRESSURE AN TESTING OF INSTALLED SEWER PIPE- (UNI-B-90, OR LATEST VERSIO'+. C DNA. !/ r4 BARS EACH WAY m v 7 1�N57 ©unE •L' IS THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE r /2 SN7 ' PRp:'.DE SUPPORTS MEETING THE /— -y1T/E}' NANUF 4;;7URER <O O � O 4? EOUIPMENT MANUFACTURES RECOMENDATIONS. 5' CONCRETE WALL ©ADEC..ATE STRUCTURLL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PRO'.IDED Y O Jr ? FLEX Y� W - 1,I, ,, . SEAL GASKET B-3 REDUCER GR(A,M]LINC_ � is WATER AND SEWER MAIN SEPARATIONS A l //--�\UNDISTURB�D EARTH I Cl NO SCALE NOTE PROTECTNC BARRI[R \\1 T 4YNGUMN Y POST POS'S YAN BE RFOURED'_• � SOME PM;TALJDOTNS. HRORANi E45'BURY)—+ I 7 CJ9C EFR WN 7 QUARTER BEM COUP I 1,.. b S HE WATER METER �- ° COPPER I—E A Y.,P. /—8 MILL POLYETHYLENE TUBE MATERIAL /4 DOWEL AT 2 ° TEE TEE PLUGGED BEND �A ,. YYEUEP H-1l5N1 \ AND INSTALLATION 10 MEET ANSI/AWWA C105/A21.5 WATTS B" SERIES T09 1D' O.C. ALL UN�[ul H�17 PROVIDED BY CITY. (PLUGGED) \ \// BACKFLOW PRE•+FNTER PROVIDE SIDES CONTRACTOR INSTALLED, WITH VALVES. 2 °+ - - ;UNBBELI WATER {/�/�fj'� � /� \ \\� n �-fT' STRNNER - 'TOP L'A'" 1 / / 6' OR 0 CLASS 51 DUCTILE IRON MEETING DIMENSIONS FOR THRUST BLOCKING L K ANNEALED YLfUUER 15201 OUPB STOP WTM // / REWIREMENTS OE ANSI/AWwA C15t/A21.s1 / Y COPPER PrrE YEULLER H-Ip CURB BOA, / SIXTIONAFr R00 AND,FOOT NEC[. \ \\ PUSH ON JOINTS AND NECHNNICAL JOINTS. -' FITTING TEES & PLUGS 90' BEND 45r BEND k WT'ESI REDUCERS h �Y SsRss sfFmcE cI \ \ 22 1/T BEND HULLER IB000 SEINES ALL COPPIR—S 10 BE FwL—1 CATF BLOW-OFF HYDRNRS SHALL BE NON-IREEEING.SELL DRAINING \ N4 BARS AT 6" D.C.EACH SIZES A B A B A r B A B HPI,WM A fi5'BURY.TH[SC NYpRM1-S WLL BE NRNI. D CONPAALT RANVIM TIN. 4;SPEfIrIE,^,-0 ---WAY TOP AND 80TTOM KEEP -- WI x A T Fw INLET.A MN-TYRNIM OPIRA mp... MIDDL E.OF PIPE- SHEET M COMPACTED EE" STRUCTURAL FILL-- 3" AWAY FROM DIRT 4" T'-r 1'-2- 1--9" 1'-6" 1'-8"10'-10 1'-y' 0'-6" 9f OF 9ROA'}E-TO-BRONZE DESIGN.AND BE SERVCEAWE IROM bAO-"o SHEE ABOVE L'ROUND W"M BIGGWQ HE OUT'.E'T SHALL ALSO Bf BRONZE AND BE 2 1/7 NSr HTDAANTS STALL BE LEEXABLE AMR LINE BEDDING IS ;"I�'.AR, 6" 2'-O" 1'-i 1" 2'-5" 2'-2" 1'-10"I 1'-7` 1'-9" 0'-1U AND STIALL BE IWAI BD e11 AS I AKAVELRCD B.KU .,.- -- rOUNDM co 9.MAAS.YD DR APPROVED rOLAU C•-1 4 R. P" 1._h. ;._O" ' T,_,1'. .-1,. 2,_I" 1, 9., i,-6. (j)WATER METER VAULT n THRUST BLOCKINGS t2 STD. BLOW-OFF HYDRANT n WATER MAIN ANAL TRENCH DETAIL t SCALE 1/2"F f-0" t NO SCALE NO SCALE 1 C1 NO SCALE18 N .-?WAX. 0 3'-P u TO BACI Di NRB N N .1N 1'-B CLEARANCE ARWNO Z...ETC XFDCFS. m LL INST RuMPE ALL WOZIL RH NEw NTppANi, r1LL N,THU2000^S! CONLyR[TE fACPVO STREET YUCl1LR SANER CEMURION' AWi Po5T ASW. �1.27E VINO(S CAlC VAIK AWW CSOI MUf ULR OR COWL WITH ME TOF OII NOED E DETAIIJ MER 3 PIER VACVE BOX AS SPEGEICD 1TRE X'AW'V7 (-RECURTORY SON-LAN% r Y-BE AS PER IfloON'CIDU 5'ANDARDS. •- ACRL BEiW'ECN Il nil ATiM O PIGS WIn1 WARS I"�1 ,An, HAWFIC A SCREW pE L0. ELEVATIONS AS,SHOWN O Z BOLT-ON'LI BRACKEf9 ALL ETT OOB SHAU FK MECHANICAL MR0&IC " I SCRER,ON f+ \ �5 REtlN+OR 5400'H BAR a J OWT WITH 3/4'TIE RODS IN B GA. EVERY DRIER AVALAWLE BOLT HOLE. �•O '.OR SEE OCTAL]JA-t0 FOR MAIN • ,- ... .. s%N EE1Axs. _l.t SEIY[R PACE TINISH GRdMD LWF 1 I'MM. FLAT,BON.Au BARS WLDED" 7 Y eY.t/r EACHAN,UER -� SDDoI coNCRETf(Twlrw) � •l WELDED To G•cH EAR l 7 \ VYLER MVE BO%ECf UGTO POLE SEE ELECTRICAL P.YNS j r7 W 2 �BACKrILL W/BEDONG A.M.K. W'-ES uN / \ Z J/B 0.0- i u �-WFL�EO 0 EACH BAR f. / el MATERIAL V T�v' STEELGALWN POST. i I /// EARTH -EXTEND GRAVEL IY PAST �/ STEEL PpSt, A to DRAIN OUTLET MIN.1/2 C,Y ._ SCHILD 8077g1 Of qIP( ISY NOT nCfO TO NvfRT H REBW HOOK AN}AR \ ( CWB RODS W/111TULANOJS N WC RE— LO f MAIN ONE b AODOP CONCRETE -•MISH CRADF ` C LNG(MI VFUE� mxcgETT rNRI151 luoacs - i$ SOODI coxcwel AAOIE IRON ® �-FLANGE Jon' YIFLE PIPE 1E SEE ORALL®FIM 1111 OF TEE .�- I,0 STEEL uT IRON NEW IF AUXIWO XYOW,n' WELD IT WIN E BDL15 VALVE.MOELLER RIBS-I TD WriY p PEC-EL CONCRETE THWf9T BLOC% . SEE SPECEICATgNS 'SIF's ENCLOSED WTER ULF WITH SEC pEIAX®FOR SZF OF TEE roNCREif •ENLL.POLATH IEVE ENGAMIANT WASHED COAL "J tiY[IYP.) uCCHMEIWL JOINTIlDAATp1Y� nETE RACK To a vAINTfO NVMWUw CE,oR HER::POLVETHYLEIIE ENCASEMENT ON ALL DUCTILE POR PIPE AND"IN'S AS SRECKIEE 'ATE RAN'PoSr.11.SHIRWTn wIUAWS 111'.'WC«A,H u t WATER MAIN CROSSING BELOW SEWER MAIN 2�FIRE HYDRANT-TYPICAL 3 HYDRANT BARRIER POST a SIGN INSTALLATION STANDARDS s STORM DRAIN TRASH RACK u+ 1 No ALE Ct �SCALE Ct NO SCALE Ct MCI SCALE Cl NO scAFF V CONTRACTOR TO VERITY MISCELLANEOUS LoL HNENI COO�N ,F NOTE. ALL CONCRETE TO HAVE 26 DAY ANCHORAGE REQUIREMENTS. N~ .09 qy Dppp STRENGTH OF 4500 PSI. MAILBOX ry s«::H I/r PER FOB-74 Q '•' Q t7 PUBLIC TELEPHONE \ - Z Z N Z -- - ASPHALT PLAYGROUND EQUIPMENT _VERIFY SIZE/OUANrtt/LoanoN e ., •'-� Q Q W Q Q BENCHES OF ANCHOR BOLT WTR UTILITY COMPANY 55 DCPRCSS CURB TO TANS ONE BAR9ELUE5 MIN.4'UNLESS OTHERWISE REQUIRED BY UTILITY fOR CURB DROP.TIT[iRMI51T10N BASE COMPANY //— gIRB CUT A IFNGTH BETIAELI A FIORTK i CURB SERION ANO A EROP _ _ FFF��� CN7 CURB SEC -SUB-B/vE Y WA` / 17f�� ` A EXPOSED ` w 8 f-- LL L. i 3/r/V SLOPE \ O 1 �'�'ty 5-� Z� �Qa FINISH GRADE O O C ' \\� -�h HBIZ'oc EACH WAY e3�/ QZ3 M �- _ CD B CONCRETE SLAB IN EEP cUR9_ a h RETURN C ev If o �N � C CRUSH GOAL SUBBASE /\\\\ � O � � 8'COMPACTED GRAVEL \// " �t0 SOEWLK Q o O V O _ V G 95.CRT DENSITY / l COMPACTED SURGRADE / / / `-951E Of EXISTING GRADE W D 5 -l'CONCRETE STAB W'TH FL / • SUBOOE COMPACT TO WBS DRY DENS ASfYry OBIB MESH OR EOUM RA r COMPACTED GRAVEL VVV E 1. SMkAADE OR BASE COURSE COMPACTION SHul CONFORM 10 SECipN 9BS DM'DENSITY AS.J5'+_ w iRATItC Puni OZO]0(W P.W.BAECSC IWSE ED.) COMPACTED SUBGRADE RAMP TO MEET THE ANSI AT EMEN-5 OF THE LOCAL AUTHORITY, Y f. CONTRMIMIEI JOINTS SHALL BE QLACED AT 10'WTEMALS AHpeSHNL 95R Of E%STNG GRACE '«E ADD,AND THE AN51 A11 i 1. H.HDKAC LOADING TIkY[ MINIMUM DEPTH Q<3/• AND-UM WIDM Of 1/T ARD ZMC WE TO BE TOOLED NOTE'WALK AT CURB CUT FOR GARBAGE TRUCK TO BE a NOTE �NSTAIL I-DEEP CONTROL JVW ACROSS WADES AND //� 3 /f EVANVOW JOWT MATERIAL SHALL BE PLACED AT ALL PC.. AND REINFORCING AND BASE TO BE THE SANE AS THE CONCRETE 5 7 A' TO Oc EACH WAY UNLESS APPROl 4 sEr SPEPAR, )N rEn N W P.T.A CUPS REILIRAS AND AT NET WORE THAN 15p'WIERVKS.THE EQUIPMENT PAD. BTL ARC.RXX O,5 ARE TO BE TOOLED NOT SAYu ULLFSS �\ c DINT J rL E1pAh510N MATERIAL SHALL EXTEND THROUGH THE Nu OFTRX OF ME CONTRACTOR AWOv'OE5 TEALS FOR ARCHITECT I TERNA CIMIB AND GUTTER AILS ARE SAME G A TIMELY MµNFR BEFORE IHILTWI.AI (S)A•DOWELS TO EXTEND THRO CXPANSON MATERIAL SIRESSE5 W i"E COxCRFTE SET /A r EACH WAY.WRAP art END NOTE:ALL CONCRETE TO HAVE 28 DAY NOTE: µL CONCRETE TO HAVE 28 DAY RAMP A.AND THE REQUIREMENTS OF THE LOCAL AUTNORIT', V/ 4. NO CURB AA GUTTER SHALL BE PLACED WtiHDL1I A row FORM STRENGTH OF 450E PSI. STRENGTH OF 4500 PSI, THE ADA,AND THE ANSI Alt 7.1. L •NSPEC,ON BY THE WRT-,V MID ME CITY CNCXWEFR OR HIS REPREM.IATM NOTE. ALL CONCRETE TO HAVE 2P, L<` r STRENGTH OF 4500 PSI. NOTE- ALL CONCRETE TO HAVE 19 L W � s. _c N[nrr[s«ALI Rr^Iwo W-•oED STRENGTH OF 45DO PSI- p � J INTEGRAL CONCRETE CURB & GUTTER � EQUIPMENT AND DUMPSTER PAD r8 TYPICAL WALK DETAIL s PEDESTRIAN RAMP tlo PEDESTRIAN RAMP Lu No SCALE t NO SCALE Ct NO SCALE C1 NO SCALE Cl NO SCALE I E tPANSION JOINTS ♦A LL A-WALKS _ V/ �4 SMOOTH DOWEL EXTEND '7" _ o b I \ 6' EACIa WAY O. "ONTROL JOINTS SHOWN ON SITE PLAN ARE 1.97 0-D. ALUMINUM PIPE RAIL. WITH WELDED JOINT 1—� SCHEMATIC."HEY ARE TO BE SPACED EVENLY •A T Y EXPANSION ANN NO WEEDS SHOWING, ALL PARTS ALUMINUM 1 _ - - AT T5.HE C LE55. FINAL LAvOIJT TO BE APPROVED V! / ALLOY 6063 ANODIZED ARCHITECTURAL C:1S5 1, BY THE ARCHITECT. C JOINT 0.7 MILL MINIMUM THICKNESS. e� �- e WRAC ONE END �'4 BAR WITH MIN.OF 7 COVER, b \ CONTROL JOINTS OF DOWEL EXTEND 8" HOOK INTO WALL EACH 1/ a SIDE IF SETDA RAIL POST IN GROUT POCKET WITH t" LARGER / A DIAVETER THAN POST. EXTEND POST 6' INTO 6 e 12" WIDE CONCRETE CHEEK WALL WITH PO';NET AND GROUT WITH QUICK SETTING HYDRAULICSMOOTH I�INISH SEE NOTES CEIAENT COVER GROUT POCKET WITH AN ALUMINUM COIER FLANGE MATCHING THE RAIL FINISH. <O6 6 6/6 GA `RADIUS ON NOSING RM�FINISH SHALL BE DARK BRONZE MEETING CHAMFER ALL ANGLES WHERE R�3'�o•Tw C ICY THE ARCHITECTS APPROVAL WALK$MfFT AT LE55 THPN o-f t ' WHERE SHOWNVTYP ON PLANS.RA, SHALL BE MANUFACTURED AND INSTALLED TO RES S' E I N A 150 LB/FOOT LOAD APPLIED HORIZONTALLY. _—DIACONAL CONTRO'. l ' JOINT e., z C W RI.-, PARK BENCH e In \ W BERM 1'-0" X 2'-0' I4 b DEFORMED DOWEL EJ 1 t. AT 2'-0" EDGE OF CHEEK WAIL EMEND TO 3-6" BELOW GRADE V BARBECUE E" COMPACTED` 7BOTTOM OF FOUNDATION ENTRY WALK (.RAVEL 8OTTOMBEYOND EXPANSION JOIN 961E OFY DENSITY ASTM D690 I lhr 6 r 6 5-1-94 NOTE: ALL CONCRETE TO HAVE 28 DAY CONTROL SHEET ;TRENGTH OF 4500 PSI. NOTE: ALL CONCRETE TO HAVE 28 DAY JOINTS ZCOMPACTED SUBGRADE7 STRENGTH OF 4500 PSI. J BERM CENTER SICEwALK PLAN C—15 tt CONCRETE EXTERIOR STAIR DETAIL. t2 SIDEWALK LAYOUT DETAILS 18 Ct SCALE 3/4"M T-0" Ct SCALE:1/8"-T-0" -.} ONOTE CONTRACTOR S RESRONOIBI€F-0R _+-- Z TING ALL ER, SEWER AANDAMAINTAINI GAT O THE REOURE6 CLEIA A\_�` VERTICALLY.AND HORIZONTALLY... uj 69 — --— Q o NEW WALr ................... _�.,-................... .....................__.......ems. - ......_.. _ ... 8"x290' PVC _ - - - —�- 40 40 _ -. 1I,MIN 3EPAPATION 2" L E TO BLOW OFF HYDRANT _ rCEs - - - ' NEW FINISH CRAP �N i EXISTS NEW WALK i ................................................................. .. NEW WALK NG GRADE _ - LL LL •• ,. - 4" CELANDETA OUT N E DETAIL 6/C 14 .. - � ..... .. .. C7 . _-. 4"PVC EC SERVICE CONN . �Z -- 6'x15T PV IQN S 20� MI P ION cc 8�t49(Y PVC o N SEPARATION =N f• - - j-- -- - 18"MIN. SEPARA ON o 2_ WATER SERVICE LINE �2. 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