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HomeMy WebLinkAboutDrawingsr I I: � SWM F �u I�at�at ppp, L i w 1 1 41*_ � 1 • a �.. '5,F- iVA L at Ln -----� -- - I u+' i - - _I0?s - �= 4 40 { - , — t 0 I i W K , M 1 1 �f = 7 - 9 — — ,� _ — _TAL— i -a WK ED4G OF FVMT, I ASPNAI,� � � +� DER ROAD i I >�cal=.� . l APPC U'. 4 ` Ft�n�� FROG, co � Ss ss ss e � _ ss • SIL l l lKIFORE IA IS I C14` Wlml4) [, PRE- FillN'REQ M&ALUII=ItN i Ix . 53,► 0CC:UPARC`{ P R U� p s F M c)WW:, �UI����'�"f- , i ' 1: -IS AI r 10n II :lkl D 1"�1 1 ADt?i j i� 1A� _ ALLOWk2) ._l I C I:F�lk�t� _14el-r471 l�tt� s�A� A � u1 , � � : N comi4i UW1; 5�1 'l Ali L YI�(' a5- i Fn:.�IIn .:5lbl=l�-_.AI��,�0�1t►. Il Pi Z C? Ni ITA A �sI Ti!D44agc� -'WOULD.- RI t� ACU ANl Roel i� MH N l S ITE CJ RTI-} �NUUERR kREA r 197 5a1"f A ' r�LLOW541Pf 0T. -- -_ _;F; l® i -MAL ��L1cT11 THE pRopoSED T5UILIDINC 15 A Rc_E�1�11 E C��� �"i� lam. (U1L,IDII a IBX, { �� � E,l� s"' WAs 51+oo IN ®14 G4SET PI QP + i �: lel �� �CI� FNS ` i 11 SERV 1 14"1 . AWO FROV I X A DROP AND L1I�Q����Ui�� SIRVIca 1 To -114S� N� ��1 �°� . `, h ,N a *� I" t2fd r i A LOCA11 N 54e)Vlj. A .�. i i�16Qo� ry� �iijy , i� ! 11°tlA� PLAT T >m� ► 1 I \OL i� i -I 1 I F7 5� PA -4E 7!7 a i J14G Nt~W SANITAI? SEWER 5(5 TSW 14A5 bUiW IN5TALLEV INSTALL % At�N C IN aN PLAN LAWLI ) AkeO A 551 AFM TAP HAS 5C-�► �TCN�E►a AGS®s RAQ `To -1-0s Pi .TECY `j FE FP UILi iN a IS A PSS-��1 NCM*REV ME`iAL 5UILOINI r - A LL 17l PAf� illi I I IM ARE iia OF CURB U N I.- d 5 O! IRI ERW 6 E* ISO 1� ALL ��iL1 1 CC i l<1 15� UL�S 4`CI�4F111E N Vit, 1sqK 1�N I iii iN . » � COQ-Tikl KMR() PGI2 1`401A, L A7ER A-� NF -S% -Rt t 1 T I WOUL B a ALL -PK T%_ : C1CrNS W. IL RC-QU1INC��A�A`rE , 'ALL 9r % ..At > VIOU j 1:) ISI'OU JJ 7 M acII! AN1" L C UI�1s1E1�1'II°" I LL E �t s�I�ENI) IF �iS►_L�t �Ji���li� or- ��� F�I��_���', � _U ILDIN Ai4o-. rI�� ��A.t,L Mta�.i �'i��, ��"�NI�jT ��t �Ci i i %.1 'Vii UR I0- p t C 1 fi I N i OI?w4,kNCE . 1�C U40 �i1 �y N I I'ELi4AN 0P'U Hr�uIl� Atli hip.1 t.Il _- L� tml k4� 14�!lz1 1 TA�t f"` 1='t it ;Sqx . ac lid Stll_:A_ IANNi ""C1I 1�1'd%Et SONE 61 N6T. .5 e MARK �� FIRS LAWS N PA KII� , -T SWM I�.I�'� -7, CU _SHALL >� i 1AIT14 A it'1-IN1I��:�� �� P�a�.►�,._lN� L�� _ �., -r1� (tlila� i1 CONSi RUCiI N TYPE AAO P�;C1� LESS "�IAI�! 3X) wl L . rV a 11-1 � t +�► -� 't'U 13. 5 P�21 N"K1:. . I _ I PHNE FED L DI R ASFN�4r SITE, -FLA (LA DSCAP � a i 1 I { ii i i i i ROWER ROAD FROSTAq�- � � i0l-d' b 4, 9 x O Vol 5 % 12(oo p01 %5 U1PEL , y" MIFSCS E, `LIVE A{ (2, 1 0 4 A IS 900 MYRTLG (1,25) Z Y, 40 80 UH I PER (5 4AL� 41VO I O_rOTAL, 090 4 _y., L W D � PE 5"'NoM5 -SI=TE AREA 0, R q 6 4 AC. R : ,04 ►3 1 - 3�,ti X' o. I 4i @U, i5 R� a�' , CA IA 1 j Y FR.tr�toMS.. ,'vEPU I�,G�.f+�.D ... 14 p 1, 4�f � 7`. ' S5:, ! 1 I W's I - LIVE OAl< (2,,1' 4 x 150 = 4�06 -C REPE 3UNIPZK (5GAQ 44 10 44 70TA-L 200 LA KI,4f.5CAi_ 10 7E- NO L.E6E�I0 X . _UN)PE�,'(.Tl1N)PC-IF\US) .KCAL, CANS ® LIVE OAK (QUe CU5VRQ1141A) �I)t 91-4UV1 _ 1,15" CAU P 15 4A -L, C JTAI I4 c_A0wN S1w. TRU'k).K, 114' M I K1 LIvJ U LLP , ALL LAW .770� �:PLIJ f.E .!14 K Ci, { 1 -LI Pr ..?o,.'\�I I,.i..'"'1 _.si"�hw.,.. d I.F"5,f�' ... �_{... F\L1- T'i'. > ALL. 15LAW a.5 MIUS 7.K I . PLAN1 D . Im 40S EIS:[4-AN_C E : _ HAYI N { w PL AIS R2V I EW ofvlm.Elan"" 02.4 0 i I 2. 100% COVER OF. gROUIiPCO\VER/ . � 1 i\t1*_ PAVI!J6f, Dr~COW-lVa RXKC�OT 1-005F.), OR A ( ERGHWAL q9,,h55IS RGWt I q RAMR4 LOT _. I L I .�c L ►P : 11 1 ,APS61 T4e-:PARKtlq.Cr LOT 5STBAP R1 -i F®►�i�kY 1 lD AD EN► R 'ER`r�Y IS.1._'LIRS I�URIN4 �"D�IS�°C�XTlOkl -I 3:A 714E ! I c I °A I. Ia SYSTE M u c _ _ .1 I .iE E _> I I VACUUM _ SRE&KERi.X_ . SQ C :_l P'RESSU .. FRN 'II, LE- r6kCK t�@ .. A' WUM,=-� C �C :i f .._FLO)AI DaNICS) AHP I'NST'AL,gD :. K. . FLOI EV I a I l 715` .: . I Vii " LL Er AR, G�G_T p I _L►:.�i�. II° :P �;l -111: `�1 i�:1� ` l: E .::_ . _> 1 . � :: ,1-94 .. _ i i .. A P R O 0 i ! E , C 'moi R< C1 _ e.1 i.., ?.. � x7 ".O— E -7 i 1 a y" OL E, - FI_ETAL 06 !I u y HANDICAP ' PAISklH ISI VAkl P*KKk°,►C ' Al L—E 5PAC.E P&i�,KlNCr MAy\!HaH _ aL( pLl: E.1.1HEK p.l l LOlq 1/411 ►)CEk FT:_ C l �- 4' rte` ren`` I( LYP[CdL. 1( - PL I/2. Y4 REDWOOD W-1 _�XWT �( - - -- )( 1�1Y kd o' Cr WPAP 1� ::_ N ttt 1 : _,e _ - -► - - _ - _ _ �- -_ _ � � e _ _ - Fuli 4-EIA0 PE TAX: ' u:. I =C�1 _ _>�=L -1� 1u�, -- - ._—�t�`� v*+ Rv tt� � �° i 001 E�_ »Ari � � c t rORH SEAQ 1 I tr t ! ; V _p - F k.F p 4 K — Ak 10--,c :_ : �i _1 - I :-- —3EAL 3/ ._ t u l�_ AT J S 1 1, I:`iJ - ► ►41 =J l pis:. :►_ . ____ --- 40:-Di-: T: `MAT-EkIA Lz I ---- — T — ra ——— t WAll "uEe-6-ru,At'-1�: TLE�y_2A s Z 41 t N �3�1� -:3_�►T-1� .e�- _P ANST II EAcH Way - - wa-'x'' hwr LTO — --- _ 5.1® _W A,Lty_____ -lACL -- ae �ly p _ CT -i �L'1 1L1 _ _ : � ,-moi _ LONCTl`!"UDIP- AL JOINT., EXPAH:1 -W. COWSTi�t� °� 01\j .� 1� :l . _ : C,0KTRA�.-1"l0W.. Ql.i�7 Rte( _D ROAD SINE PLA NOTE: 1. LENGTH OF DRAINAGE PIPE FOR RESIDENTIAL DRIVES IS 36' MAX &20' MIN. 2. ALL DRIVEWAY PIPES WITHIN ROW MUST HAVE CONCRETE SLOPED END SECTIONS NUAL.SLOPE) OR APPROVED EQ DRIVEWAY PE RIES MIN. +�APPROX.12- DRAINAGE CULVERT (MIN. 18" DIA. RCP PIPE) SEMONA A DRIVEWAY ES VARIES Q STREET A "--j- - TYPICAL DRIVEWAY ENTRANCE WITH CULVERT DATE DETAII NO. 401 .rte .0 P Ol`B11.1 AUG. 2012 B/CS UNIFIED Cn'r or Cou1:Or: Snmos ,M�,,,,��f• STANDARD DETAIL ST2-02 TYPE "D" EXPANSION JOINT ELEV = TIC ELEV + 3" I NOTES: NOTES: Q SERVICE SADDLE, SS STRAPS CC THREADS - INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ALL MAIN TYPES: CAMBRIDGEr 800 SERIES OR FORD S70/S90. KEEP6"RISE TO 02 CORPORATION STOP: FORD FB 1000.4-1" MATCHfLOF 03 SERVICE TUBING: TYPE KCOPPER - SOFT -1" 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP ® FORD MALE ADAPTER -C84.44-1" (9) METER BOX VALVE: ' EXISTING PV 5 = FORD ANGLE STOP - BA -43.444W -1" ! 1 5A = FORD STRAIGHT STOP - B11 -444W -1" I © METER NIPPLE -C38.44•-2-625-1" ® BALLVALVE TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. fJ MLTER BOX AND UD: OLD CASTLE METER BOX, 13" RISE j MIN. Cl LID WITH READER #36 o y CUSTOMER VALVE DRIVEWAY APRON SHALL BE 8 6 DEFORMED TIE BAR 3 4 5 2 9 CUSTOMER 8 STRRENGTH=3000Psi)W/#4 BARS 1 3 � FORTYING NEW CONCRETE TO EXISTING 4 5A 6 I SHALL BE ALLOWED ON OPEN NLY)BLE SVIO CE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE CITY OF COLLEGE STATION DITCHED STREET SECTIONS Z INSTALLED WITH THE MAIN LINE CONSTRUCTION. STRAIGHT OR ANGLE TAP - 1" w STMONAA 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. UEWA A ,= Crry 14BxnN COT'or Coil=-.STATTOY DATE AUG. 2012 B/CS UNIFIED DETAIL NO. W7'01 O STANDARD DETAIL TYPE "D" EXPANSION JOINT ELEV = TIC ELEV + 3" G CURB &GUTTER NOTES: BE REMOVED' KEEP6"RISE TO MATCHfLOF i_ i` PROPERTYLINE 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP EXISTING GUTTER FOR SINGLE SERVICE OR BETWEEN THE SERVICE STRAIGHT BALL VALVE W/ PLUG Z EXISTING PV I 3' ! 1 I 6 - ---- TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. EXISTING BASE 13" RISE j MIN. 3. MARK EACH SERVICE END WITH METAL "T" POST o DRIVEWAY APRON SHALL BE PAINTED BLUE. ----- 4' MIN. ------- - DEFORMED TIE BAR 6"(28-DAYCONCRETE #4X18"O.C. STRRENGTH=3000Psi)W/#4 BARS a Z FORTYING NEW CONCRETE TO EXISTING (� 18" O.C.E. W. ASPHALT APROrTS W/O CURB &GUTTER CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NLY)BLE SVIO CE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ONLY DITCHED STREET SECTIONS Z INSTALLED WITH THE MAIN LINE CONSTRUCTION. ONLY. w STMONAA 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. UEWA A A I TYPE "G" EXPANSION JOINT i I _ - - PROPERTY LINE j I I VAR9ES ;1!' MAINTAIN 2% MAX RETURN CURB TO HAVE CROSS SLOPE A ROLL FACE DIMINISHING 6 AT RADIUS POINT _TYPi t REMOVE CURB I LONGITUDINAL AMBULA:12MAX MP 25' MIN. R. THRU RAMP JOINT SLOPE 1:12 MAX i SIDEWALK-1�k ,1@ --------------- L -----I--------- ' NEAT SAWCUT //JJ//JJ/r/J/�1//JJ/J�/J�j/J�-�/�•/• /- r /i. SAW CUT I I EXPANSION JOINT I A NEAT -/ W CUT BEIREIMOVED. REPLAC STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY DATE DETAIL ONO. „ CITY F I3RFIrN AUG. 2012 III UNIFIED Cn-ror•Coijamr.STn1Tos TIT Y i? aet STANDARD DETAIL ST2-03 ® CORPSTOP o� ' WATER LINE - c F_- 1"TYPE K COPPER TUBING (SINGLE BE T APPROVED SERVICE SADDLES 1_112° TYPE K COPPER TUBING (DOUBL y FOR DUCTILE AND PVC OR (SEE NOTE 1) TAPPED TEE o IS A�!. 2W. \..+.-�.J _l\�.rl'.... .__-. nn ggC-1 _ tit- _ T I _a ' 15Z_j-r _'(D _ C0L..L_ECrE NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE STRAIGHT BALL VALVE W/ PLUG Z a SADDLE AND THE WYE FOR DOUBLE SERVICE. (2 FOR DOUBLE SERVICE) x 1 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR I' - TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST o I PAINTED BLUE. ----- 4' MIN. ------- - ` + 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN j a Z APPROVED EQUAL. 1-1/2"BALLVALVE ROOU 5. ALL CONNECTIONS TO BE COMPRESSION TYPE.(FOER N NLY)BLE SVIO CE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE O Z INSTALLED WITH THE MAIN LINE CONSTRUCTION. w Nm 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. UEWA A ,= 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER DOUBLE SERVICE O THE SUPERVISION F A RPLS UPON COMPLETION OF "A CONSTRUCTION. * 26 ON Z � C O iii ' CONC. CURB & GUTTER OZ MR 0 m r N / * SEETECHNICAL SECTION 331213 n► 12" MIN: 24" MAX. A FOR MATERIAL REQUIREMENTS STRAIGHTS LLVALVE - 2' MIN. WITH o \ v PLUG ((2 FOR DOUBLE SERVICE) N' rnn m 4'MIN. I Oa A 1"TYPE"K"COPPERT I I (2 FOR DOUBLE SERVIC 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) ® CORPSTOP o� ' WATER LINE - c F_- 1"TYPE K COPPER TUBING (SINGLE BE T APPROVED SERVICE SADDLES 1_112° TYPE K COPPER TUBING (DOUBL y FOR DUCTILE AND PVC OR (SEE NOTE 1) TAPPED TEE o IS A�!. 2W. \..+.-�.J _l\�.rl'.... .__-. nn ggC-1 _ tit- _ T I _a ' 15Z_j-r _'(D _ C0L..L_ECrE ..REA. R--- i 12. - EAIJ-C-. , - .. .-Fif. - - *7MCTAL- -%LQ(:n MFCrP,. '72 - WALK. 4 R IGMT - BILX� GLEVA TIOW 4"± - AIJF- -'aRNr-- THRLL FIZOWTC-LENA-7110A.- R .105 -W--Ekl- CRCH AT P, K -PHU: PI %-4 FO r---- -5 -EE --- -H T-7-7 R-OAD-1--7 Z-7-�77 OL4laOr! I�.l�pr' F Ipl:p'� '`p`r L fid' 0� 1�. r Ln t\ -VAK _ i ! " ! I + i- ----- ---' -- --- - -7- -7`7- 5PACE15 4 5PAC e5 { � � ti t fl l(ot t! � � 57 II — — tn I f 5 VtT fa w y tt — 7- r_ r t,4 PIS hI � � K � 1 �O h - � - " F PEI :G1_'I'C.:q_�: Ct-�s__._4_1.1t _1�: �-L3ES�[�_TS FOR ��� ► �'� r� �� �� t �i � i� � 514 0W KI - A5 746. D Cf E OF PINT, A�P9�4, f t el. ► �- 45 - m o0_. w 210,001 � } I TW '"°C E . _ l,�alALL . -.,f� .k 1 �. ((""``'' {� (fin A D LO CATER AT I�NOR'N EAS � e.ORN t 1a OF Ve S I f F FLAN LAYOUT) Ne tF�_ 'ARE 70 BACK OP CURB UQLES5. 01PERWISE KIOTED ALL IRAQ I L6 A :: PAR I f � - I5 a•' U.W L 5S OT ER ISI Is E I I TaD �-'4; PAR KJ H4 51 -"ACES SHO- N . - PROMO .S : ATIkl6 751k'I lel 0 PWI�C14" AW1 10HAL ,fitAS C C 1tt J S4_ ___—. -- ---- r..� f„ iRC F __ '152-1--5-i ► t i j �., --�.I ., _.._. w _ __ o PP, a�a L, .f 155 I t - V • t ! ! 1` t\ -VAK _ i ! " ! I + i- ----- ---' -- --- - -7- -7`7- 5PACE15 4 5PAC e5 { � � ti t fl l(ot t! � � 57 II — — tn I f 5 VtT fa w y tt — 7- r_ r t,4 PIS hI � � K � 1 �O h - � - " F PEI :G1_'I'C.:q_�: Ct-�s__._4_1.1t _1�: �-L3ES�[�_TS FOR ��� ► �'� r� �� �� t �i � i� � 514 0W KI - A5 746. D Cf E OF PINT, A�P9�4, f t el. ► �- 45 - m o0_. w 210,001 � } I TW '"°C E . _ l,�alALL . -.,f� .k 1 �. ((""``'' {� (fin A D LO CATER AT I�NOR'N EAS � e.ORN t 1a OF Ve S I f F FLAN LAYOUT) Ne tF�_ 'ARE 70 BACK OP CURB UQLES5. 01PERWISE KIOTED ALL IRAQ I L6 A :: PAR I f � - I5 a•' U.W L 5S OT ER ISI Is E I I TaD �-'4; PAR KJ H4 51 -"ACES SHO- N . - PROMO .S : ATIkl6 751k'I lel 0 PWI�C14" AW1 10HAL ,fitAS C C 1tt J S4_ ___—. -- ---- r..� f„ iRC F __ '152-1--5-i ► I r is �:, NEW '14URU 1" UI.:•,DI.lt) TST -.--- ROAD _ CoL.LL24 E S IATIO1l.� �Y,4s . j �., --�.I ., _.._. w _ __ -- i pHoke FEDE ED S a A5PH 6e_' I's 161-h SITEE PL-AN.(.LAI\IDSCAPL. { 0 g, 35 P� '-I�IUk� LiI' �II,Iq 11. FOR 1 �!-.-_..._SAL B f - 15215 Ro R DAD MOLL Ir. STAT O t ITE AI� , i ECTSCA E REQU IRERF.W745 i I i ROi�pCR ROAD FROUTAqv-- o :Z ta'-0'; -�Z 10 4 50= 4, 2 x �300 Po11` T5 =1ZGa Pa► N► 5 R7 U 1 E.0 O AHOPl 7KC- ` REOUIREO 2 !O + 31 & 54 7 `TRst5, :. 1/1*11VE CSW (2..1") a 4Y 150 900 "­ M�(RTLE (1,25) Z Y 40 =30 ,/ J'UW I PER (56,AL) 41 Y 10 � 10 - `TOTAL. 1310 i I 1 SITE ARES - 0, 91(o4 ACP,L 6 6'A 43,50 P 39) c) 47,193 4 S,F? x;,0,1 1 - 3q;ca? x�o = I,°ill, 41 i�c�1,(T5 C-AkIOPY VREES, RU�U>R20 w 11 1,410W� = 555.,E itbIwm, LVEc�Ah 2.,1 �- 150- � 4 ✓ .0 PPE wo i Lr - 0,25 = 4 � 40`r 16,0 �- 7u N I PG:K (5 qAQ y 4 4 4 40 70TLa 20 — LH05C,� N107.��5 ANO LE(�E ,IO V JU N IPER ( JUN) PER U5i .5gAL. CAN -5 LIVE OAK(QUa2,C;U5 VURQIRIA) M1i-41HuVI _ _ y " CAU P 1,2..5 PER = O /.meq 1. yg. i ..'I LA _ C - "'aft ��''j'' y `, `) y _�, f �+ _ 15 G„�C"it�e �,d.,.�tV F�41�i� �"��: �IIY �44�i��°` �t'r�f`i�1) ISI 1141 �1I,1l��U I LIP , - ALL W�c .>Aca .1711..lA1J._I.E7 W111-4- * ®N BEP. M L1PA 501D . AK OP, l-lYt?E SCCC)1 NCS-, PL4Iwi1I4LL BiREP ...>N AUTI . UHVERCTWUN I1 r:1 ►1 14 5,rLTV1, ALL 15LAW 2 MUST K PL1kHTSP O RWIE EWRAWCEP. PA.'SIW ! 4 6e_' I's 161-h SITEE PL-AN.(.LAI\IDSCAPL. { 0 g, 35 P� '-I�IUk� LiI' �II,Iq 11. FOR 1 �!-.-_..._SAL B f - 15215 Ro R DAD MOLL Ir. STAT O t ITE AI� --- _ _ - N(,1-VQ ,C- t9'$LL, �Aj.'N�o�-1-13rl- I �'���� � l 4 1891 Yl. oo108' _ �j .lel l�'1 SII �t.W �.i �01:��c1 AG'� � Z . �f If a ►► 1i I � �f�� �t ®�, K�fl� . fid l 1 1_0-1 f 1 >i-. l� NO � .� d k?D530 7 V�Tl )No 11 "J2177:T1�- CIVON �ISCt> O� 17,51 : ��1(36Y _ -- _ a'b C- .RC1 X0 1_ � �,. �; ��� ` ` � •� � �� 31N y���dtA � -� __..-. w M I..IF�S 1,1�171c1 Sfi1 "�l'1?J1�'J _00S�b 57Ti, liM�—� 1 0 Gi 'M 1 I \ V I� \ ,` ,,,w 1' .`_ f d {� ^' °°,, .r' ',• �"' f `-'�� �,s �}��yy�f %t�} �+� �1° /'j '1"l1M 1 3 IAZ'39 .�II,�. Q,� BOIA635 D1�17)3�3 e�Pp' ✓ Sst .e \� l V.1 0 1 "°'m. �� I � TI VU .A() ` � ,� `� �� ✓ / , � t�" ee sa ! �,e tr i y � j � ' .., 38, 3.LI_S ° �1G1 1 OL ���N 71IM : l31A `�.LYM 3N1- � J .*l � ON V 9Cil J- 31 ALV 5� N9J 5 �'Xa l N YX'> r I qHj- JC/ 1\1011NOd ON Zia ZI )\.YW �1.v0 ! , r JAVJ VIA-3A t,,a 073N IA3a 5Y Gw �!_ :3115 ; ' ► I . dd �1 l I ' _. L:t1�l�fi 1�.t�I+ n �I��rtit end _ C4P` no-q ao�i m� I -ocl _ t .41,11 711 . 3 7 Y:)`5 O j . ION °~ JVlod x.1.1 N lel /\ -:i_CN 3 G'Vi _ ,2_ DEDICA .I, ayOTE (� DqE Gw..f7m To �2 ASPHALT► (( 71f7 R 0 DRAINACI Pte.; .13EN)CHMA RK5 TOP" OF F1 RrZ_.HY P\A JT (F. H i'l 331.651 ._ 2 - 330►70 F7 T. S A LEM ..B -A, 152-15 O\( �COL!_I~4• F 5 T A T I OR Tc -y,; 4 S. --- = SPs i ELEVAT[alf, Aq Pl 1 lel w �+ Is I H I M i4 . •" l l/.P.a 1✓.i `w (.. 6wb..A6 rv+' 1 ( I 2 ;r� INDICA-TeS LDCA i101,6 OF So" CURD REMOVAL FOR C;IRAINA . OUTLiT 6 I\J0 E 'I = I N-DIC47ES A . N CW: IS", RC IP PQAI tiJ PI PE;, . PI T:H TO ' BE :_C LEAWEke _ AND -CryzxD TC? .I F7 T. S A LEM ..B -A, 152-15 O\( �COL!_I~4• F 5 T A T I OR Tc -y,; 4 S.