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15350 SW SEQUOIA PARKWAY-5 JWt"CV"�4 fIU11' f�,as FI,�M/f11:1 f� ITU, ailSlldrlrsi[ )`. lh NU. .IU r•l �: a.,n I I'. U 1 M0 , .+l1 1101'.1101'. 1 rood tI PM NU. 5 WLI41kIC P, U4 + ., , u .+•, 1 v.'iv : ,iarl;11t i r I ; c7^31 >tMlNrr,l rnA hkk oU3.: I4WjG t• U; ^"'"".."""--,•-"........ ..,_.,...,._......,..,...__ -- __... __ _ - _._„ __. K F/:I CNF UNIT ((fig) --IMp[.pMEA5Lt LINING / � � Cf�NNE-GT1riG PI►15 (i1rP j _ S cr _ � (4" CONCRETE OR ASPHALT) r_ _ 0IrAt x - MINIMUM 1 FT. NATI\'t SOIL OR - - [WFjA(0t0J0M ROVIOEU TU DNERT RUNOFF I I I I,AN' PERUD BLE SOIL TO / FLOWING rP4R FACE OF I 0"NAGE. L)IT,'N ' 1Id;►1uilE SIR.'ACE WATE ANd OWRT WATi:R AWAY lrti It IRATION -'�1 bAcK of WALL ARF Y I ' MINIMUM AUTOMATIC SET BACK AL I DRAINAGE DI1CN (1/2" PER UNIT. TYP.) _-- -' — --- _ �` (RETAINED ATTACH TENSAR ,/ �, j /- TEN:AR GEOGRIOS (TYY.) RAI iK sU / GEOGk10 OVER PINS ---r--- —ter• - �,\ �/ � ,�._...�., AND PULL TIGHT BEFORE — LotaG AXIS OF GEOGRIA 4" SLOTIED DRAIN PIPE W/GCOTEXTILE PLACING FILL. APERTURE (PERPENDICULAR KE1tSTONE f 1061410 �IMCD STOWS FABRIC WRAP �_ -_ ( ) TENSAR GEOGRIDS -YP. m 'ti'Aii Ar AL1C+.b1Ef MOD" - - —""- -�- TFNSAR D,:1200 - - I - �. _ (v) 1ErlyAlt Or;iA;r'�(. rE0;R C COINCRC71: ��� OFAINACF CUMPOSn>: �' COMPACT (Or,Cr w;,_L FILL WALL A WALLp�L'IWG 30.. TO 5()%Z COVER.;GE 2'-0' -- - - --1 �� HE1CHT RE W ORCEO / f,l BACKFILL do Cr Jr ) FACE ALIGNMENT !Tf- agtES) a FILL 2ot:E / I GEOTEXTILE WRAP IN FRONT OF WALL -46-----low )'-2/3 WALL HEIGHT CRUSHED STONE FILTER ZONE: BEFORE BUILDING WALL �- �� � BEYOND 5 FT. HEIGHT 1 `2" MINUS W/LESS THAN 57. Z' ° FJASS;NG THE U,S. STANDARD I r I 14"wq. — I N0, 200 SIEVE — --- / j (b) SUBDRAIN I LEVcL�!iG Ft`. 2T. SLOPE (`,liv) TO OPENED -- 1 I END OUTLET-F;ELD LOCATE Ls=tOGRI• ra L V�._ 1 I I ! MODULAR CONCRET: FACING UNIT 1 CJi•�RIES WITH WALL H'.) 6^* , \ - (GEJGR'D LENGTH I.IFASURED FIRONI FRONT FACE) MIN. 6' COMPACTED CRUSHED STONE 0 0 ,a• D. 6'. OR UNREINFORCEp PAD CONCRETE LEVELING \� // �• ID -� LONG AXIS OF GEDGR ��-� APEPTUPE (PERPENDICULAR TO UNITS WIDTH +� 111. GEO>GRID ATTACHMENTS TENSAR 61AXlA�. GECCF.;� WALL FACE AUGNMENT)--- (b) t TYPICAL CROSS SECTION t TENSAR GEOGRIPS AND THEIR _ORIENTATION k. (c) LEVELING PAD --- ' "" DETAILS SEQUOIAPARKWAY,15350 L ! _ _ __ ------ ----- - _ -- SEQUOIA PARK'/VAY.15350 __— —------ ---- -- --- -- -----� SIT 94-002.1 (BLDG. 241) - SIT 94-0021 - ) _--:_- SEQUOIAPARKWAY,15350 (BLDG. 241 SIT 94-0021 (BLDG. 241) REDWOOD LANE.8650 SEQUOIA PARKWAY,41) __-RE WOOD (BLDG. 5 0) SIT 94-0021 (BLDG. 241) REDWOOD LANE, 8650 REDWOOD LANE, 6650 SIT 94-0022 (BLDG. 240) RED'I.VOOD LANE, 6650 SIT 94-0022 (BLDG. 240) SEQUOIAPARKWAY,15230 SIT 94-0022 (BLDG. 240) SIT 94-0023 (BLDG 238) SEOUOIAPARKWAY,15230 SEQUOIAPARKWAY,15230 SE 94-002 A(BLDG 21 ) ,i7 94-0023 (BLDG 238) SIT 94-0023 (BLDG 233) SIT 94-0023 (BLDG 238) 4 OF 10 3UF10 OF 10 20FIO .'jivcu-a� fivN I, - ':gni rl DESIGN CHART FOR TENSAR REINFORCED SOIL WALLS WITH MODULAR FACING UNITS SOIL TYPE 3 / GEOMETRY CASF. B FACING UMTS -8' HEIGHT q = 100' psf HEIGHT - CONVERSION [AISOVE LEVEL 1 1 LEVpELIN� WALL FILL RETAINED BACKFILL 3 2'-0' 34' 0'= 34' • __ �'-e' 130per y = 130 pct' 4'-Cr N - 8 e'-Ir r 10 6'-6 11 7'-4' -_- 15 FOUNDAIJON SOIL a',= 34' y = 130p'-( C ' = 0 psi CFOGRID GEOCRID POSITION HEIGHT ABOVE LEVELI,iG PAD FT. r4JU TYr c - c L(FT.) 1 2 3 - 4 -5 6 7 X1400 1 4'-0-X1<CO 2 6'-0' 1'-4' 4'-0"X1500 2 - 7'-6' V-4' 5'-4" ---_ --- ---- ___ w-_ 10 LIx1500 3^ 8'�0' 1- -4- 4- -g- 8'--0- 12 ' 0"12 UX1500 4 9'-0" 1'-4` '-4' 7'-4" 11'-4-- 14 1'-414 UX1500 5 9'-0" i'-4" 2'-8' 5'-4^ 8'-0' 11'-4 -- i 5 IIX1600 3 10'-6r 1 4' 4'-0" 6'-8' UX1500 2 9'-4" 13'-4" 18 UX1600 4 t " 1.-4. 3'-4" 6'-8' 10'-0" UX1500 2 13'-4" 16 --8" UX'530a'_ 5 13,-0. 1 2 -8' 4'-8' 7'-4" 10'-8' [^ fiX1500 14'-0 _LZ • HEIGHT SHOWiv 'S FROM THE TOP CF GRAOF_ TO THE TOP OF WALL. DESIuN T4FICH!S INCLUDE 6" EMBEDv_NT FOR WALLS UP TO 10 FEET ,AN:, *.Z* EMBECMENT FOR WALLS t FEF- AND 'TALI-LR I ca,�+r:-r A...• i�. �sit 1•4 mill c-ArAlm-sm `wr'pu tk" 'vol y wr. WdC 91.&0 GARiJV1J.7 COA1°l!rT7 eT T*L Ty+ AA ffkl`JP111T1A Y�I In THF 9LiT Or OJ* xwowLmf ACOUaAmil' {'CfgptYrl }p/fIR ♦RpOo:_: U:� M T.'L /V►l)CAIMIR V1KJ1 It+G �i:/f1►�'TS. r..,Ai T:rTwIMAT;OM Of TK rJrTA1NIfY C0 A4'T WORMAr CA 011 u'VYS ►0• �4. lY..( CT'M'LINY'T� AJII: Tf y,U1r/p1 Pl USE 6 rN[ i!`1 RTSP;MSr�i lrT Dr tl.r U:Ct -r3U(?IAPARKWAY,1l�O�r•-..__._ _ ---_---_..__.__----_-_R ------------ --_ OU01APARKWAY,15230 F J''NOOD LAFAE, MW `161T 94-0023 (BLDG 230) °'r22 (BLDG. 24') A OF 10 JUN 2 21994 vAICROFILMED ,;�;,i,i� , Il;i ��l��,�� ,�{��i�� i�i� III�Ii��l4�1� ii�i�i���i�! ��.�l�l���l� , ti�i�l���i�i� � �i�i����ii�i� �i�l�lt��tr �#�������.�►1��� �►�i���i�i��� �,��i�;�����i� I(IIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIhtlllllll IIIIlilli illllllil (IIIIIIII IIIIIIII! Inlllnilnillllululllnnlinlllm IllriiiHITT;;lllulliulnli!ulilnuluillnll�liilllnl�nnlnn inilnn nnilln linlilii nninrl nnllnl mlhm mllllr�lnllmi nninll uninil� n 7. i reFI -.. w X GRAPHIC SCAIX 0 BLD01 #239 / I knob 90 IL z ;c I I 3 dib 0 / dol ! s'p�100 , d ` I. LIC A. h- od 6 14 7 �l d l Lj J ao 15 3 g / .» 1 48,2 Lj so 1-0 /+ 9.0'9 '. 1 9 • r, � 6: E 4715.6038 04 �i' / B 1•.. l i LAJ 115 I [ k 0 IL . 1 12 ``�. 3 %12 ls,l C -4 I r-` --------}_---- -- LIMIT - WOR- -----------------•-__ 15 01 10) �90' _____ ..... R = 258.14' 174.04- L O C� s / 10 �/ t 0 /8,0 �O / - 2 ` O 179.76'6 14T Il r _ N 3897.5267 �- i4 �� - O 9•_pj a / J E 456x.8189 / / O tC 8 ?4.p• m'jj (12 S 9.0 I y '� ry Typ Noo-+ec•w_____ 4 J�7 ; - m , 10 b , f I r--• f� �. \ 7 f , E 455".3766 O ` •�, ���. 1 / �'`"-�1 I - � d 4\ 7 1Q ICN GlL• #Za7V i ` `�\ 3 C8) 12 N g' 6.U'23 �, 3 C - p (�'I _ 115 3 o �-C o I9.0' i Cl- / \ na` •t 14 `� t ,,. �'�� •''.`_ 1 i RFDW_O�QD ! ANF .3�e ` o gLpe± 2 3 10 - , -` FF 17a.O , �O % t e.os go, STA 18.4-1.5.03 v � 3 N 4246. 334 3 /10 j17 E 4468.4448 14 / Z4 J ca \ J •y I ' I `S 00 "B 0. 14 ' N �- 15 4 ! 8 O ;' 15 f•"{ 6 } �� ��v �3 �v r✓,� /' �SIDLiNE 8- 1 a- "'�� �" � 3 �' _ I ori b .7YP, r- �' 3 _ N 3897.3313 4118. � r r 15 r; oo E 4458.7684 09 04 `�.. 5 f Vii` `�4� • ,!/ f \ �o __`` • -- i I o YP 6 .a ` TYP. 15 b is 76,0 0 � � 10 _ _ ao r' o._ 4,0. 21 t ; I ( , o• �`' (\ �' A t tom` 3 s - , �''-_ J t, �`� t0 I i f I �`�e o ` • > 4 112 15 CC 15 15 0 �.• / - ! 9.0 3 T Yp C T // - , �J ` ITYP; 1515 0• �` vi -�c.� 11 >� _ � - _ / 5_ _ 15 �: 1 fico 1 I I I �� _ 9.0o 3ti'ti.�•._ O w� ..� - - / � �, /�' o O 3 15 / / �� 24.0 18.0 18.0' 24.0'/7 ~ J 1 f TYP. TYP _ J •117,� I !' � ��� �, 3 / � �O � ,v'`�V�-� �i 0@ 7 N 3694.1961 0 1 E 4307.9836 i c cZ 09 j 10 JjJJ(! 13 13 (71 90 r c) i 0 -4/ >� Y. - 0") h' ��" i �t' . • ` ty L / _ --'.r_ -• «u�r It tom. ..';.. .:..... ....-.,,..•..•... ` "IQ f•,� s: - - _•-_ � U RES 31.4t or �, r ,"H 4�2 4 �9-9 IN''ERSECON - DRAWN 9 • / 15+86.71 REDWOOD LANEa f i 23+40.48 SEQUOIA PKWY. K - x J N 4162.0095 f ' T E 4237.1697 10, • _ y A-11:40M t7sy. . .., AREA OF WORK A • ,Zy$ - /5,:3�^ n� .aF.vv4, Pk'.•v . . _ _ p j fQR'"IL�Q - �` �- ~ �'�-•""`- j, Jflt /� l I l _ -... � � "- k i .,_.:-_.. _'' ~. ' p�(/ �,fi�i> fui Ic+� th ---•-------•- �`�,•... -•--"_-_____ 1 N TERS i A t � ~'i � i J ' "'�--". �` '� + � �. ..,.� '' . S 1 t 4 iE-•w�9. _ J REGON o ` BUSINESS �/�~1`� _ PARK I S ,<� _ SITE CRITERIA KEYNOTES _ ...•�.. s� Vic• ,0 -' , ' - �i♦ , SITE AREA 1. BIKE RACK. SEE DETAIL 4/S05. - -�� - - PARKING 2. SCREENED TRASH ENCLOSURE. ` OREGON _ _ 92,254 SQ. FT, (2.1 AC) rr ,�► Sfi"E PLAN Building 23L'� BUSINE�� 1._,3�C1• Building 240 161.875 SQ. FT. 3.? AC Building 238 � -=-f 1� --- I j PARK I 9 ( ) 3. EXTRUDED CONCRETE CURS. SEE DETAIL 1/S05. Building 241 112,410 SQ. FT. (2.6 AC) Standard 120 j D�--fi Com act 0 4. VERTICAL CONCRETE CURB. SEE DETAIL. 2/SD5. gf,� �cs��►M,c Hadicaprl 1w �- BUILDING AREA Footprint FloorTotal 5 5. 6-0 x 6 -0 PLANTERS (EXTRUDED CURD). ��: _ 125 (10/1000 RF-STAURANT �'_ ) 6. 5-0 WIDE PAINTED CROSSWALK. 4 WHIT_ STRIPES WITH 4 Tr _ � Building 238 18,000 SQ. FT. 18,000 SQ. FT. ' Building 240 22,222 SQ. FT. 54,000 SQ. FT. (4/1000 OFFICE) DIAGONALS AT 2`--0" D.C. Building 2.41 22 222 SO. FT. 54,000 SQ. FT. r �� ' '`=F g Building 240 7. KEYSTONE RETAINING WALL. CONSTRUCT PER MANUFACTURER'S SPECIFICATIONS. - 1 J LANDSCAPE AREA Standard 242 COORDINATE FINAL DESIGN AND CONS RUCTION WITH GFCTECWNICAL ENGINEER. PACTRUST mpact 0 '^�""" _ - --- -- -----'' = =-- `• Building 238 16,458 SQ. FT,- 1%.8T. Handico 8. DISABLED PARKING STALL. SEE DETAILS 6,7,8/S05. I BUSINESS _-� 7 BUSINESS Building 240 47,285 SQ. FT.- 29.2 : Total - 9. CONCRETE STAIR WITH HANDRAIL (ONE-SIDE). SEE DETAIL 9/1 K OREGON `� -- X61 (4.8/1000) ( ) BUSINESS �i�` -- Building 241 28,536 SQ. FT = 25.47 10. 4" WHITE PAINT STRIPE (TY:).) SD1 PARK III ��. Building 241 Standard 178 11. EXISTING DRIVEWAY. SEQWIAPARKWAY,1535U I + Compact 0 12. TRANSFORMER PAD. VERIFt' LOCATION"SIM WITH UTILITY. 5rT 94402i MLOG.241► Handicap 7 13 TELEPHONE VAULT, VERIFY LOCATIQN/SIZE WITH UTILITY. tl ; Total 185 (3.4/1000) 14. PHASE OF WORK BOUNUAR`'. � Irt 944=(111M,XM VICINITY MAP P 15. SIDEWALK RAMP (MAXIMUM :SLOPE 1:12). SEE DETAIL 5/S05. `✓ ' `� k t /1 16. MATCH EXISTING SIDEWALK. INT 96-ow 1'r914•DO? 111 29404.8 0 Of in AS RESUBMFTTED FOR SITEPERMIT 6/21/941 7-7 JUN 2 2 1914 MICROF11LIME1011111111� 1I ( 1� 111 {I I �� I +�t��l��I� I{I{I{I�t , I{I{Ilr� � ����:�k► ISI{I � I{1!11111 Illlt�llill ft Lai�, Illllnlr rrlllnrt rnlnn I111411111111ltl11 Indnu nlhm uulpn tnlitln nnhlrr ritllrnitnlinll Inolnn nnhmhmhnl►nlllnn illlinmllnlllmllillnn hnl nnhnl nllhn nn nn m t�r� ndun nlilln mlIf nlrl+n nlrhm r r NV': ------ ........ -77- o 1="�.,x-1"t,�,��E _ �� �. -,�`�...,� '�.. G RAP}UC; '3C AI.� CLBLEXII �..,..k.,•..„T�.�:,,.� cr w I i 1 f•1 >• G 44 -� (Z f •' �' * �W 707.0 i tm>a 5Kd n c 0 I � Or, i �� PTW 205 J T W 2 0.7.0 r� B W Za4M ' 19 � �"'' T Jvs+ 207 r w 2.013.0 2Ci4.4 C� 2 3.92 t7 �•r W +'�► . T W 208.097W 5 •- �+,.. B 20315 -94 LAJ C `` \ •� � r• '`` \ I I 1y� �.�� I 20� // T W o8 �1 I g i •..� - -_ .. �. .,,.. .. � I I ,_ `1'`a '1 "'Y. Il y_1 -1"/ 1 /,/ 1�, / .� / W 02.0 " ��, I l�aa4rc•YJ / 02 '- 201.5LAJ d'r I 11.x" �`,�� �;.,\ r ► t.. �� j I , 0 �' 1>�1.82 1 �� K 196 5 199.0 20 / "\ ??0 ©`/W 1Zo 96.C) 13�f�W x'35.63 U�A 'O T W 200.0 B/w 195.15 1 i1c.r 199 , o \., T W 19&.0 I `� ~ 'S 98 OF K `�--- `� 19-20 % ,97 .� a f ' • a 180 �� ' i � ;� 1 `-`' � / \�' 'E r � '� -.�.' '� 195 LAJ (D ck­ -194 J �r 9�___._.,_„ t � � � � �. •;, � 93 �.,..-,_195 194 C4 93 _•... ... .. _.__ .__ 4.1 CL 00 '• I i•\ � \ / � .198 .. / 8 .,a,, � � � {� � 1 z BLDG' #238 _ 18 m 57 Lo '�� !- � ass JB I I I •''"--�. ___1 185 ��1-4 177 [177. 1 r 176 i 177 7 ,1 0� 7 4 18 � Q '�-7--7 5 ao• 77 t 1 17Z 17 50 �1 170.0 171 �- 172 I 176,60 ' 0 17- 7S• •� �u.c ""�'�".�.... 1 �-jt.�y 174 Q 173.60 �•` -r iii 2 7_.1=�Q i 174. / / �If 7 g �7, ti _ •ac icy _...-•y--'- `.� "�-"""'''"..^--•-►. ..,...�,_ .r _ ' � \� 6 .. ._-. . _ -.. .._.-...__-. � ' !•(J•��, .'-! ,yam, - `\ / ✓ �!�'' • " 175 --•,..,�4 � �' / 175 `\ 17 f ... ._ - �.. f r ';{-� .,�,. I �. �._. .. , `•� �'''r'� 1 ............... � 173 I r f � • � �'�\ , 72 0 1 > 6• „ ' _ ...,•.i A ``li.. '." /� yll `~�I`!�`•\ � ` rpt � •� �``(, - 1\ _. ,J .. _.a •.. '� - 71 171 17 {�1. - � A , ' .� --- x51---T-- - ...._..:,. t,fNr w~ - f� f +1 h• •:fC � "• ....r.,..,7'"'•�+"'r., �" t1F,,,� �•_.` ... ., .. .s• .._ ._i. :�..w yR"J l�. :,"'•. .•n " r: _ - •' •' '. .. L^�,�� W 6. M t, , ,K SAS M A D pg')I wf a - - _ tah _ rA DATE- � r . ti , GRADING NOTES LEGEND _ GRADING PLAN _ 1, ROU;H GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES EXISTING CONTOUR -� - INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. --'------ ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF -- �? ------ PROPOSED CONTOUP GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID r 196.5 --- TOP OF WALL ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF 4. EFFECTIVE DRAINAGE CONTROL. IS REQUIRED. DRAINAGE SHALL BE " 196 0_�__ CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT . BOTTOM OF WALL AT PAVEMENTGENERAL NOTES DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ADJACENT PRIVATE PROPERTY, PUBLIC, PROPERTY, AND THE RECEIVING AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS SYSTEM ARE NOT ADVERSELY IMP4CTED. THE CITY MAY, AT ANY TIME, ORDER SHEET OF SURFACING MATERIAL. CORRECTIVE ACTION AND STOPP ACE OF WORK TO ACCOMPLISH EFFECTIVE FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY DRAINAGE CONTROL. 1. SEF. SHI r T ';U3 EOR C,FNERnI_ HOT[ ti OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRIIJG TO FINAL GRADES. 5. A SEPARATE GRADING AND EROSION rONTRbL PERMIT HAS BEEN ISSUED GRADING TOLERANCES: FUR IHIS SIZE. REFER TO THE APPROVLr' FLANS FOR EROSION CONTROL ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: +0.1 FT. MEASURES. S D �" 42 SEOW,OWAR M`J•, ,r��r„ti FINISH GRADE PRIOR TO PLACING FINAL SURFACING: +0.03 FT. JOT 9&.(ont MLD(, 2r`f 2, EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS Tn 4 ftvovjoo o uo*.e►m SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND � _ ���Ay 1�?� FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; e � 4K.tN3 2.3Et EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO 7 OF +Q _ 298 UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. AS RESUBn ,I�,�F) FOR SITE PE^Mrr 6/2Y94 JUN I! MICROFILMED 4oko ����IIot�fi 1 . 11 d �l,ih, L 1i��ltill.� II11111�11�1 t1�1111�11i IIIl11t��1�11 11111111I+IIII ,Illf"�1"� . 4141111111111 I1111�111111111/11111 IIIIIII IIIIIIII)IIIII!Iil 1nIIIIIIIIIIIINiI I!IIIIIII Iilllllll IIIIIII!!IIIIIIIII I!IIIAII IIIIIInIIIIIIIIIII IUIIIIII lIIIIII!IIIIIIIIIII 1111IIIIIIIIIIIIIIIIIIiIllllllllllllll�IIIIIIII IIIIIIII�i Iillinl��mlhul �nhm mina uIIIIIa nf►Inn nllll�u mdnntmlhnl n [===j ' G'RAPfi9 'ALE ff', CLc Oil) 4p; BLM-1 0239 FF-192D ao rim 30 c;1 fig 3:1 ej I z M 199.50 /210 IF 195-00 LAJ -low. Z 0 6" 0 21.0% z Li IF 190.76-\ IE 199.80 SICA, PLUG IF 180.00 AND MARK I Q4.Op 8" 0 2.0% 7.1% RIM 193.90 IE 201.00 IE 196.64 Z oq • 3i �O C, 0 8.0 9.' IF 191.40 8* 0 36% p _ __ _ t " - I #A 6"D 22.2% .00 1 • IE 201 C CO '.1 2c 1 RIM 199.00 0 t c, JTUI 06 0 LUO 4- JE 196.50 NO �A K S5 0 10 0 • IE 180.00 (4-) IE ­94 IE 190.00 1.0.t co 8 V - 11 201.0 8" 0 7.6% IE 1.82.3W #Z40 0 (1 FDC IE 196.12 LAj ('44 AND MARKI ler 2" DW METER STUB, PLUr, I IMI T OF WORK :E '183,0611-1 FH L IE 190.00 19.2 0 0 CB 4- J, 0 Z IE 18 2. 0 RIM 1�_i 0 V--IE 188.. 0 4" SS -- 4 -__ -- Z 6*0 to • 0 4.87% BACKFLOW VALVE CB - 39 _7___ ! I ..P% - 15 RIM 192.15 C a �;a I r IE 1 '9.1 (12") lit (SD5 IN_V_A_01T__ RIM 1 9.50\ - _,, I C IE 189.65 LJ rD IE 1-77.00 10 1E)3% I E 188.00 tt Lj 8' 0 1.0% 51 �80. C u, jRt�� 0 8.9 94 W < X 8* 0 1.0% - RIM 192.15 0 Iqx (10-) IE 189.65 RIM 192.86 IE 18 11.6% Oil) 0, 10, 0 IF 190.36 0 IE 174.00 IE 174.w TIE TO EXIST, / --�,_2.6% 0 cri T IF 174,00 STORM LINE C5 • RIM I�6 9� 2' DW METER IE 174.50 "_�R!M 18�_.50 r�l --- /..--f JE 112,53(�6_"�-- IE IN 177.96 (12") ca DDC VALVE !N �AIJLT 712..W 8 (Y- EE 182.0 /RIM 1�7.30 TE IN 178.29 (8-) IE 184.80 R I M191.56 I IE 6.00 _-,-CONNECT TO EXIST. OUT 177.76 (12-) 6" 0 IE 189.06 (D LN W BLDG #238 196 7.23% -0 6.7% IE 185.37 6" 0 11.0% X� IC 172.40 (VERIFY) 6 IE 184.63 6" SAN. SEWER STUB SS 0 1.c% 4* SS 0 1.09 IE 188.06 1.5 IE 173.90 84.69 (8*) 6" ® 8.16% cr) IR 1 6 0 6. (8") 4.4% �Ij 0 :z IM 7 ca aj 1,.2jt (0 LA_ IE 1 rp IE 1 FF178.0 RIM 179.90 B RIM 188,1 177.40 04 y+ IECB RIM 183.00 `v IC 183.61 (8') IE 185.65 1__IE 184.39 8 1 . tM 186.75 C.QNNECT TO EXIST. IE 180.50 ;-H RIM 189,.33 44) 8 0 1.9% �R 0 W) IE 184.25 6 SAN. SEWER STUB 40 IE 186.83 6ftO 6" 0 8.3% -0 IF 172�30 (VERIFY) 97% RIM 182.75 6" 0 42.8% IE 180.25 RIM 188.7 .7 IE 186.20 6' 0 6.5% I{ ( - (�_ ._.a 1 17460 E 1 , (12") 0 44.9% 6" 0 2.07. B" 0 0.5% IE '182 82 6* 0 2 47. 6" 0 019 (8*) 6*0 72% �__---,C0NNECT TO EX133T. IE 177.257"1 C,�lNNECT TO EXIST. �IE 167.73 r. IE 183.70 13- 10 8.5%, - 1__IE 18w,2.40 IE 183.28 4" SAN. SEWER STUB CB STORM STUB !E 167.31 6-)i IE 168.92 (VERIFY) (8*) !E 171.69 (VERIFY) 8 CB 2" DW METER RIM .86.00 iE 166.018 RIM 180,00 CB 8" 0 8,5% 6" 0 19.4% IE 177.50 IE 183.50 8' 0 2.0% RIM 183:1�O 0 IE 185.00 Z 0 CO IE 185.00 -Ir 1­82. - ' �54 Ij ft** TIE TO EXIST. IF 171.50 .0. ► I E 170.50 (12") 8-0 STORM LINE IE 178.59 __j 1� CB 4. c I CB ZRIM 174.00 IF 174.50 6" 0 R I M 17.3.20 IE 1 0 (8*) T. 70.31 ifts I I < I 6" 0 44.8% • IE 185.. 0 IE 164.09(�6:�---_' 8 VALVE 3% IE 163epi - 0 -% _4�-IE 175.81 1 CONTR r-J-1 T I SD4/ RIM -----JE 169.b5 2iIE 174.50 So 6" 0 CB RIM 174.00 • IE 171.50 IF 172.90 INLET #1 1 -i,,,ow VALVE 11 - .......... 4. �15 �BAgr 01 /RIM 177-00 0CB 4 CONT 1\S 14 COpFRF IE 171.65 (10 IE 174.50 IF 164-2-7 V, IN VAULT (12" <c - 6" STM 1// :o IE 172.50 -18 40.3% RIM 174.00 \c__ T IE 171.50 IE 169.28 \\�IE 170.72 (12-) 6" 0 12"0 8.2% 6"0 23.0 .2% ONTROL MH #2 f 12" 0 IE 169.41 (12") C8 RIM 171.50\ 0.5% 2 3 RIM 171.50 -0 1E 169,09 R1ki 173.6 6" 0 2.0%- IE 169.50 k Jim 5.8% CONNECT TO EXIST. # 15" STORM STUR 6. a IE 161.60 (15") q 75 - ] ,.' M , :.. ,rr C' ~;: \ / ` t-} \ VERIFY LOCATfON AND 17.6% DEPTH PRIOR TO CONSTRUCTION 16q F%IM 171.50 tj (E 16 5. 4 CONTROL INLET # Ic 169.25 (6 TE 169.50 A 5. '3D4 '31 94 v/ 2 CONNECT TO EXIST. Fi ,,w. .. 1, / r L3.91 STORM STUB TI E 16 . 7C J TE 164.20 (18 DA TE VERIFY LOCATION AND A-29-94 DEPTH Pf?IOR TO ','�R.A WN BY: CONSTRIjCTION SASNAP q LCONNEC1 • TO EXIST. \�&. 18" STORM 1 0 `76 STUr3 RIM 168.0 TE 161.30 ............... 0-4ECKEC BY- IE 166.45 VERIFY LOV?0N AND DEPTH PRIOR TO CONNECT TO ST. M AP CONSTRUC-1 ION 6" SAN. SEWER STUB WASION IE 159.90 1 ,� , VERIFY LOCATION AND DEPTH PRIOR 10 CONSTRUCTIO CL0s"c f o __ti GENERAL NOTES 6. THE WORKING DRAWINGS ARE GENERALLY OIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED '-OR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINAIED WITH L LEGEND UTILITY PLAN UNIFIED SEWERAGE AGENCY, AND -THE CURRENT EDITION EXISTING CONDITIONS IN THE FIELD BEFORE SEGIIN-NING CONSiRUCTION. OF THE UNIFORM PLUMBING CODE AND UNIFORM BUh_DING CODE. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION 2. SEE CITY OF TIGARD WATER DEPARTMENT DRAWINGS (SHEETS W1,W2) FOR SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING,EXISTING STORM LINE WATERLINE CONSTRUCTION. PROVIDING SUCH IS PERMITTED BY LOCAL. PUBLIC AUTHORITIES WITH EXISTING WATER LINE WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY EXISTING SANITARY SEW-'R FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING 70 AWWA C-151, CLASS 521 ENGINEER IF THERE ARE ANY DISCREPANCIES. - -- - - -- - - - PROPOSED PERF. STORM PIPE TEST: TEST A14D STERILIZE AS REWIRED BY CITY OF TIGARD WATER DEPARTMENT 7. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICE PPOPOSED NORM LINE AND CNIFORM PLUMBING CODE. MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REM11REMENTS. fERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF PROPOSED WATER LINE WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PROPOSED UTILITY EASEMENT FIRE DEPARTMENT CONNECTION (FDC) LOCATION AND SIZE 1-0 BE COORDINATED WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 70' OF FIRE HYDRANT. 8. EFFECTIVr" DRAINAGE CONTROL, IS REQUIRED. DRAINAGE SHALL BE PROPOSED SANITARY SEWER CONTROL. ED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT OPSANITARY SEWER MATERIALS: RECEIVING ADJACENI PRIVATE PROPERTY. PUBLIC PROPERTY, AND THE RECEI SD3 SCOLOMP~AY is3" v FH INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY. AT ANY TIME, ORDER SIT 94-=1 (81.00 241) PROPOSED FIRE HYDRANT OTHER AREAS: PVC CONFORMING TO ASTM D- 3034. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE w FDC DRAINAGE CONTROL. WflftOD LANE &M PROPOSED FIRE DEPT. CONNECTION 94-IM(FXDr, 13 PROPOSED CATCH BASIN ;?" 4. PROVIDE CLEANOUTS AS RCQUIRED IN THE CURREN' UNIFORM PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. 9. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS & ASSOCIA!'ES N SOMIApARKWAY.1,5230 PROPOSED FIELD INLET TOPOGRAPHIC SURVEY, 91!#4_01y (OLDG 230) • PROPOSED CLEANOUT 5. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO $OF 10 COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. 294048 AS RESUBMITTED FOR SITE PERMIT 6/21/94, ICROFILMED 101.1111 , ,,,l Jill I ,% 1 11 Liisi'iIi1fkillil I 2 Prom r 100 0CL -� 4 " 00 fir rt 1 _CQTT Rte_Mo 1 CON l _ lf/ wr -- . #4cr 14� SEE SHE.Ef SD3 -'"`'-- FOR STU DRAIN Fd A� 0 I — J _ — ss71 rw SEE SHEET S03 `� / _ ._ _.__-- / i Z r. FOR STORM DRAIN PLAN� i jl 4J • �a ad! LAJ p 50 gif 501 40 40 . . l pSRF' A I1A♦�. �B p� M �\�•.p�fR,�F��:_`f _ 1 `\ _\^ `- 1 i, TpL INLET 1 /rROONIr16 850 ` S do Goo Li 014 '� ' i �►_" rl:• Z AAmoo 10 \lcwt�_T R 01 i W L 4 L�— _ E 2 - _ / •,' f .. n �' 4 1. ".., \w- _—_..... 1 'l .. „_.. � 4 L.L. • i , r ' ry CL 00 n !NATER OUALIT`( PLAN - POND "A" NATER OUALITY PLAN - POND "9" 1" — 10 z °- v r~ � LEGEND 4 EXISTING CONTOUR EXISTING CON T Ot1R C.1 G FRAME AND GRATE -FRAME AND GRATE --�� 7 8 — PROPOSED CONTOLIP Q F.G. OF RIM F.G. OF RIM F.- PONHIGWATER TD. MH FRAME AND COVER HIGH WATER Q STD. MH FRAME AND COVER -RIN,-173.80 j POND SURFACE S RIM-1 / POND SURFACE FLAT TOP SLAB _ --�, _ - FLAT TOP SLAB -. - - OVERFLOW 1 30' f 30' GRADE -- -_ ___._r. r - OVERFLOW - - �� !E='71.50 - - - IE FWISH GRADE IE=171,75 - -r ----- C3 [E_ OUT=168.50 (6') l 4-- IE IN = i+1 I I I �m �• d IE OUT = 170.94 (12') WELD ALL JOINTS -- --- -1 I IE OUT=168.50 (6 ) 1 �rF IE IN `G'• -- � ( 168.50 (4") IE OUT - 170.00 (12") - WELD ALL JOINTS -- I ��/�� t x♦� SUMP = 166.00 -- - ---- _ 168.50 (4„) I I I �'♦ +I *� TTORIFICE - - - �._O / SUMP = 166.00 r d BOTTOM OF -IE 1N 1 P,9.94 (12",6") R ! ORIFICE ELEVATION - _ ORFICE DIA.—O.50" - IE IN 169.00 (12 ) „ (BOTTOM OF ORIFICE) �' ORFICE OIA.=0.40 - ri M 3, - = w "` 2'-0” 1— •—_--3--0 -- _ _ - � SECTION ELEVATION 'moi j 2 '�- 3�-�~ A s" - 3" - -__ - SECTION N _ _ 6„ 3„ y ELEVATION EXPIRE,, t?' 44j {• „ s _— NOTES:_ DATE: IE OUT 169.84 (6") -- ---- _-•_ ' ,� —--- _NOTES: �/ N � ——j——— I I 1. FOR PIPE SIZE - SEE PLANS. IE OUT 168.90 (6") ______ I I--I cv ---- IE -- I I: 1. FOR PIPE SIZE - SEE PLANS. .s-2S g4 _ 2. Fc - 3000 FSI IN ?_R DAYS '-� _ �� 1 i��{I{1 i r I-I� � �I 2 Fc = 3000 PSI IN z8 DAYS �e�„! 9ti• ORI'10E DIA..=3.2'- i�___ • 3. OUTLET AT BACK WALL OF INLET. SE[ ORIFICE DIA.=2.6"- - ( I- f COMPACTED GRANULAR PLANS FOR PIPE ORIENTATION. -1 1 1— COMPACTED CRANU�_AFt 3. OUTLET NS FAT SIDE PIPE ORIENTATION.WALL FINLET. SEE MAP MATERIAL MATERIAL '$4EC'KED 9Y. _+CONTROL MANHOLE #1 2 CONTROL INLET #1 3 CONTROL MANHOLE #2 % a CONTROL INLET #2 v AP .• D✓ �, S' CONff7MFi• (�n� —__._ ._ r<L�7.7I ,•� . , N.1.S. CON II,MIIi �V['u N.T.S. :w.FIN: 04`10N 1�1 CLOSJNG _ DATE; 0 rn l �o 0 r ,q. � SE PLAN 3 — FILTER FABRIC O MAXIMUM WATER SURFACE c r•./, ---_ ORCHARD GRASS � 171.50 (POND - r t 11 1 = 171,75 (PONE` "L" SD4 d 1 3" POUR - POND rLOOR PEA GRAVEL I ' vdwasV�AY.t ,�r- = 168.50 C� fi1T qu 401 (V-Vp 2411 4" PERF. PIPE " U Ot���Imo•s+ 4 PERF. PIPE DRAIN ROCK _— W 9M-�tDt 0G.2401 �EfJI1DtIPARKWAY,ISM 5 PONS CROSS SECTIC?N �j 0) SIT (600 23R) N.T.S. -- _ - - --- __- _— _— - 71 PERF. PIPE TRENCH - — -- _ ? A R SUBM TIED FOR S� ERM . AS � � T� P MIN t I �OFILMED I{Iil{I�I�i lime" IT ��{I{I�I{i�� IHIIINI II11fIf11 Ilt�ltn NII{llll rAllnn nrflNlt IIII{1111 IIII{1111 ttit�llnitttthm IIII�IIIIIIIII{N11 ml lilt llll{Inllilll{UII nnhnlilllllnnlfllrltnllllll{IIIIIIIII{1111 IIII{1111 Iulhnrlunhm I�N�IIII Ilt!�IIII nlrinrr nnlml nnl!nl I!n'hir IIII{1111 tl ................ r 0 TU. GAL.V. St.E PIAN CL TEW OF CURB W 4 'N OF SIDii -BROOM HNISH a, 6" All, N(Irfj) ON IILANS� EVEN MTN PAVING TOOT-ED EDGE 11' RADIUS 1/4- RADIUS f — 1 0 fro TOOI[ED EDGL I ACH SIDE I I I PARVIUr, 1pfA4.1 K i PAVING SECTION 9 V8 EDGE 2X CROSS TAPER ClU" At Wif WAL k OR END OF CURB z A 0 LAJ Will L1MvPLAN -----fXTRUDf0 CONCRETE CURB • s,Sh GRA: _*ALXVr, C40 T� K 0 - X SET IN EPDXY CFMf7Nr COMPACTED FILL c3m % *TrK* !14* or Pxmor, z .------ASPHALT PAVING d1i --.4' CONCRETE WI IH CONTROL JOINTS At' 5'-0' O.C. 31; F— q c C -ROCK BASE COURSE 0 AND EXPANSION JOINTS AT 20'-0" O.C. OR AS SHOWN ON PIANS. z ROCK BASE CAST IN PLACE CONCRFTF (AJ CURB 6'0 CONC. FILL FINISH--� • c NOTE: CONCRETE SHALL BE 3000 SAME AS ADJ. SLAB U T 00 PSI AT 28 DAYS. 6 SACK 4D d rt MIX, SLUMP- 1 112" TO 3" 0 fD (L a- XTRUD-E-D CURB AND TAPER 2 VERTICAL CURB 3 SIDEWALK r4`�BIKE RACK SIDEWALK RAMP --7 Iler ry N.T.S. vAT,7�4 AC;'ESS WIDTH 5 N.T.S. N.T.S. Lj CS4 -WIDTH VARIES .090* ALUMINUM SIGN PLATE 00 WHITE BACKGROUNC SEE SITE PLAN 'I-, W) I" HIGH BLUE LETTERS LA Z AND BORDER, BAKED ENAMEL TAKCWARWINb_SLIVI�ACE --4" CONCRETE LANDING < KIN', *11144 V UILARLILL, 77" SEE A.N.S.I. f'LRMII ONL V-O", (3) T AL C) y VJOLATO!Rt� k lus,"T to _-HANDICAP SYMBOL MITE2 9 0 44,; (IRS slnn'r WITH BLUE BACKGROUND A 14� r&E UP 10 --ANT] SKID NOSING LAJ [MISAINED SIG'"GE PER UNI)f R L-L \-,TAPER CURB STATE RE0tjiREk"T (-sq cy- WOV%IM ON BLDG. 1/4" PIPE RAIL SEE DETAIL S/SID5 \—ASPHALT CONCRETE FLUSH GALVANIZED STEEL POST 00 6" -112' NOSING CL cri —VAN ACCESSIBLE 3 NOSE BARS 4' STRIPES 04 X AT 2'-C� Oc Typ. - 4- SIGN c -T. 3 ---1 0 01 Typ. 1,- 0 ---3" WIDE PAINT STRIPE DIPJ TYPICAL DISABLED SYMBOL. 7� PAi%17ED PER - NOTES OREGON LAW 1. ALL DISABLED STRIPING AND SIGNAGE TO COMPLY WITH ORDINANCE a :D ORS 447.233. --4' CONCRETE WALK m L 6" TREAD 11-0 PLANT STRIPE 2. DISABLED SIGN TO BE -7 10 MOUNTED TO SIDE FOR VAN ACCESS LOCATIONS ------------COMPACT­,:.D Fit-[ 9,-Cr AND MAY BE CENTERED 6'-0- STD. FOR STANDARD DISABLED (TYPICAL) 8*-0" AT VAN SPACES. 4" 10" ACCESS LOCATIONS 1.1 6 7 HANDICAP SIGN CONCnIETE STAIRWAY NOT USED HANDICAP STAT-L HANDICAP SYMBOL r8 M5)N.7.S. N.T.S. SD5 N.T.S. N.T.S. 5 N.7.S_ STANDARD FRAME FINISH V-6. V� NATIVE BACKrILL AND COVFR GRADE f (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA _4" CONCRETE EXTENSION RING < COMPACTION REQUIREMENTS) SEE TYPICAL PA'ANG SECTION GROUT—___� FOOTING DRAIN PER INSTALL AS REQUIRED TO GEOTECH REPORT BRING MANHOLE COVER AND W ---CAULK PIPE INTO HUB FRAME TO DESIGN GRADE MAX. 3 RINGS OR 12" MAX. HEAVY DUTY TRAFFIC TYPE CD t LANDSCAPE ATEA PAVED AREA ----HINGED TRAP —ECCENTRIC MANHOLF TOP COVER (OR FLAT TOP) PLAN 6" SOLID PIPE Lj -2'--4" x 2'--4" x 2" CAST IRON OR WELDED GRATE STANDARD MANHOLE -----PAVING SECTION, CRUSHLD RISERS ROCK BASE OR LANDSCAPING �4� 112"0 HOLES EACH FACE 0" GRANULAR BACKFILL BASE COURSE LEVEL. —.------------CONCRETE FRAME CASING BACKWATER VALVE CAJLX FITTING WATERTIGHT �// STANDARD M.H. RUNGS (SEE SPECIFICA71ONS FOR AS SHOWN / -— ­-CLEANOUT FRAME AND COVER COMPACTION REQUIREMENTS) A V I NG ON PLANS 12" O.0 LOCATED VERTICAL SIDE OF — / ON VE ts MANHOLE, WITHIN tol /--4" THREADED CLEAN OUT PLUG jJU 24" OF COVER AND 0 o %17 FLOOR, GRANULAR BACKFILI_ �11 1. 01 Ill 11, Ill tjj_ III 4" 16!6"1 (SEE SPECIFICATIONS FOR V) 0 7- - 6"' 12' --45* ELBOW -6- TO STORM SYSTEM COMPACTION REQUIREMENTS) LLI < 6 fx /4" STEEL ALL WELDED MAX. AT 1% VIN. QIP> CONSTRUCTION. ASPHALT IT uj PR I I CC Lu lic,g EMULSION COATED INSIDE —APPROVED SEWER LINE #I a \ A? _16 --45' WYE 11j, �H!' (OR 24 6" COM `7PECIFICATIONS FOR (SEE > — 1'-0" GRANULAR BACKFILL dQ!I: AND OUT. 2'.-0' x 2'-0' aj ROUND) COMPACTED --- ----- GRAVEL *"-0 Al INVERT ul�4m_'331' 90% COMPACTION ALL COMPAC71ON REQUIREMENTS) 777 i I V* to CL ELEVATIO!" L IEL POURED CONCRETE BASE - 5 SACK MIX N 10 GA STEEL ASPHALT COATED -SLOPE AND I.E. VARIES 3300 P.S.I. AT 26 DAYS v �—SEE UTILITY PLAN FOR PIPE NOME: A SEE PLANS 1) MIN, 2'-0- COVER ON ALL PIPE IN DRIVE AREAS. NQTEa: _J1. SIZE AND TYPE (MAIN PIPE) 2' LYNCH TYPE CATCH BASIN OR EQUAL 1. SPECIFICATIONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION ELEVATION. 24" SO, E9 4: SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. STANDARD TRENCH CATCH BASIN I 4- A TE- 12 STANDARD MANHOLE w CLEANOUT 15 '� BACKWATER VALVE IN VAULT 4-2 -94 o, T.S 8D5 N.I.S. C-11VIN N.T.S. SD5 N.T.S. ':Lf ANOUT SD5 N.T.S. DRAV, 8?: VAP Z�-E,:�KED BY: o EDITION CLOSING PPCVIDE 4'-0r HUB ADJACENT TO PARKING, 90 DEGREE SHORT TURN WALL ELBOW HUBLESS CAST IRON a, WITH STAJNLESS STEEL 45* WYE CLEANOUT BAND, TYPICAL WITH PLUG. GR ADE CL 45 DEGREE SHCRT FLOOR SLAR TURN ELBOW z DPAIN P SOLID GROUT AT BASE FILTER FABRIC FOOTING PEP GEO'EGN REPORT V PERF, PIPE-- --A C3 01- � L.r' 5 rWE 1111111LAON PLANS (��MWNWOLff SCOU011APARKWAY,15350 REDMoD LANE,MW qfl'94-W22(OLM 240) 2 9 404a8 A WAY,123oSIT 94-OWID2M) -D FOR SI'llAS RESUBMI I HL SITE PERM1T6/21/ckA ► i - .11 IN MIC30FILMED _'jA.L 1A10,t T "D .2 U.,I'll, hill.-