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15660 SW PACIFIC HIGHWAY-2 --- --- RENIBi0N6 w REVI 3t SITE NOTES - R4 4 y I CON,k-,, K _•nALL VERIFY ALL DIMEN5101415. ELEVATI0145 AND GONDIT'ON`-j PRIOR TO ANY WORK AND SHALL NOTIf T THE ARCMtTECT OF ANY DISCREPANCY. CONTRACTOR 511AL:. BE - RE/4 RE5PONSIBLt FOR ALL CORRECTIONS AND REPAIRS KEQUIRED DUE TO MIS FAILURE TO CONTACT THE 1HE ARCHITECT. 2. CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINNNG AND PAYING FOR THE COST OF ALL INSPEGfIONS, TESTS AND RE \` S2 PERMITS A5 NECE55ART TO COMPLETE HIS WORK AND A5 r - I ` INDICATED ON TME PLANS AND 5PEC'FICATION5 AND AS R« REGOMMENDED BY TME 5OIL5 REPORT AND/OR REQUIRED BY --- ANY GOVERNMENT AGENCY. 4- J ANDTPROPfERTY DURING SMALL OODF CONSTRUGTICN ASLIC C ONf ECF55 RY PER , 12 l � ,� � GTT AND LOCAL GODS REQLIREMENIS 41 C �• 4 ALL MATERIAL5 AND 5'TE WORK TO CONFORM r7 LATEST IS - - f F ���- GOVERNING BUILDING CODES. ORDINANCtb AND REGULATIONS. THE PRO SECT MANUA, SnALL BE A PART OF T llb :,JNTRACT. 2O `\ $I a R � O Ib `- �- CONFORM T GO/fkirlNG REGULATIONS 22 :LL GRADING WORK 5HA'-, GO O AND ORDINANCES. BUILDING �, so THE SOILS REPORT FOR Tm5 PROJECT SMALL BE A PART OF ��l t 1HE5E DOCUMENTS. CONTRACTOR 5nA11 NOTIfY TrE (I'I ARCHITECT/ENGINCEK OF ANY D15CREPANCY BETWEEN THIS b O~ Ib \ �. ` G, REPORT AND THE 5011_`� REPORT PRIOR TO BEGINNAG WORK. 50 56 I � B BUILDING Pa05 TO BE CONSTRUCTED PER 5045 FwGtNEERS , � b ( 71111M� M1 SPEGIFICA7 ON5 WITHIN 010 FOOT OF THE REFER TO CI TIL. / }' ELEVATIONS SHOWN ON THE DRAWING$. L_AN05CAPE PLANS 'l I / .� 1 T SHALL PROVIDE THE OWNER WITH b f 12 I I 00 /'' ` �` LETTER5 of CERTIF-E SITE CONTRACTOR ICATION FOR GOMF4GTION OF ALL PAPS l 22 V V I �' ` \ ( ,9 i HND PAP ELEVATIONS IN TH CONTRACT. I 1/ .� l IC PROVIDE GRADED PADS PER CIVIL DRa,NINGS TO 5-O' gvnI BEYOND BUILDING FOOTPRINT AMC) CANOPY COLUMN LINES AS _ f T $MOWN ON THE DRAWINGS. I I n366 -+- r--� Y IC; E M C11 ALL EXCAVATION. BAf:KFILLING. GRADING. EARTHWORK AND 5656 6 C ti SOLS PREPARATION WORK SMALL. BE PERFORMED LANDER THE • j rwr l 6 Bb 21 I 055ERVATION OF TME SOILS F.NGINEEK AND IN ACCORDANCE • w Ls I RIF. `^� ��"• VMS I --� WITH THE 501L5 REPORT. 00 O 12. IN NO CASE 511ALL ANY SURFACE UR ACE SOLS. FILL MATERIAI.5 OR so r t ��:(;`�•��.� �I �b 1 BACKFILL BE WATER 5ETTLED WITttOOT WRITTEN -- - i '�- ��•��G G 30 leb I G r' G G G 42 I 6 AUTHORIZATION OF THE SOILS ENGINEER. 4 56 G G G G ® Nu1_ 1 b I GL G G G 13. UTILITY TRENCHES REQUIRING EASEMENTS SPALL NOr BE TrIlp BACKFILLED UNTIL SURVEYED. TTP. . I�I l J I i REFER TO CIVIL / I 14 CONTRACTOR SMALL VERIFY, IN FIELD. ALL ELEVATIONS. - 00 00 00 00 00 00 { I I LANDSCAPE PLANS I FLON LINES. EXISTING CONDITIONS. AND POINTS OF I CONNECTION WITH ADJOINING PROPERTYANY f IB BD /off I DIS'REPANCIE5 5rtALL BE CALLED TO THE ATTENTION OF HE I 5 � LIMIT OF WORK ARCHITECT BEFORE PROCEEDING WHIN WORK. j 36 G G= G G ® ~ Imo.. i G G15.C, S A 3 G co I CONTRACTOR TO PROVIDE AND ADJUST TO F145M GRADE. N j I G D GG G® �yryn ��� ��`` OR FINISH SURFACE ALL WATER METER VAULTS. GLEAN OUTS. G G Bq q /\ I PULL BOX COVERS AND OTHER UTILITY ITEMS INTENDED 70 22 d Iq �' / I BE FLUSH WITn ADJOINING 5URFACE5. IRRIGATION WATER 15 �, METER 15 TO BE APPLIED FOR BY CONTRACTOR. is �r is .e 16. CONTRACTOR SHALL VERIFY THE SIDE AND LOCATION OF ALL. UTILITY LINES AND 57UB5 AS MAY BE INDICATED ON THE 1 1�u1 9 % 20 Bb b CIVIL ENGINEERING DRAWINGS. 3 `J50 6 I ZI b Q O 6 36� ~ i 20 _ 21 Iq 21 'I -`� 17SITE UTILITIES SHALL BE PROVIDED TO WITHIN 5'-0' OF y�►q - --_ T- - ti BUILDING 5LA55 IN 517E CONTRACT. THE BUILDING (-"-^ _ O _ I �l CONTRACTOR SMALL MACE CONNECTIO145 AND CCNTINUE ALL o -I- U'T!L fIE5 INTO THE BUILDING TRADE UNION RULES Of � (f7AY CIViSION OF WORK ARE NOT TO BE USED TO DETCKMiNE ; IIIS� n I ;/' y RESPONSIBILITY, THE CONTRACTORS ARE REPONS{BLE FOR '� l� ( THIS *�OjR CO-ORDINATION TO PROVIDE OPTIMAL FUNCTIONING UTILITIES. p � _ -- ---�--------...�____------ .S J. 1 V.J,firs� \ • !�, BUILDING (�-, 0 -� -- 7 le. U`UTC5 TO DIRT PADS SHALL EXTEND TO METER n --'� 1 I iq I / VALLT6 OR AS SHOWN ON DRAWINGS. UTILITY TERNMNATION SMALL BE MONUMENTED AND DOCUMENTED ON 'AS BUILT- ft is DRAWINGS. IZ cI II / 19. 517E CONTRACTOR SMALL V151T THE SITE PRIOR 10 1 0 gGd BUILDING _ ___ by 1 II \ 7 % COMMENCING WITH THE WORK TO DETERMINE IF ANY \ UTILITIES ARL REQUIRED TO BE REMOVED OR RELOCATED AND ��- B - o- �1I I 7 SMALL NOTIFY. IN WRITING. THE ARCHITECT AND UTILITY ��� - i \ COMPANY 51TE CONTRACTOR SHALL INCLUDE ALL COST 5 OF 5 I -_ TE TH15 WORK IN CONTRACT. i-_---`� I Zp 2p ,! ( I ,� / 2C. LANDSCAPING AND IRRIGATION SHALL BE COORD'NATED BY \ / TME 51TE CONTRA;TOR AND SMALL BE INCLUDED IN THE•51TE WORK CONTRACT. PAPE CITY OFTI9ARD 2. Gg FORE STARTINGETE ADJAGENTSLABSCONCRETE SLABSUR ING GONGRERE ALLr I 15 I / 0OVed•" •,•„'• �' AND RACCLEOUP SMALL ALL ACCIDENTAL LE FOR COMPLETEWANTED RCMO,/A ' ING •�� FrOt>neltlotreNY APProV9d................... .. d Rh?Tt NO. O L OF FRESH CONCRETE. \ 1 cnN tho WOt A3 d99� din: I I pr� �� Y q vgNiRttt3rrot Foil ch.ow ..... ...... ............ ( 22 UNLESS SPECIFICALLY NOTED OTHERWISE: _. ._ �_-i-1_� ._ - - - - -• - _ ��--- - --- - - ...............•........................ ALL CONTINUOUS CURBS AND PLANTER CURBS SHALL / s • ELLE. 'I /` •� Addrs as:- r 'L�`' 1-�� BE PROVIDED WITH WEAKENED PLANE JOINTS AT TOP AND R FACE OF CURBS SPACED EQUALLY AT 15'-0' O.G. MAXIMUM Date: f AND AT INFLECTION POINTS OF RADIUS- PROVIDE L EXPAN54ON JOINTS SPACED EQUALLY AT 40 -C' L iN. FEET O.C. MAXIMUM AND AT ALL 90 DEGREE OR LE55ER CORNERS. ,p Q P /-del 23. $MEET 5A-1 15 'O BE USED FOR COORDINATION OF THE SITE Q 0 WORK. THE OMISSION OF FACILITY. FIXTURE. AMENITY fH ETC. 5MOWN ELSEWHERE IN THE SITE IMPROVEMENT z �I"S / DOCUMENTS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE uj �.J RE5PON5IBILITY OF PROVIDING SAME. WITHOUT ANYC W Em 5 NOF'1r4 ADDITIONAL COST TO THE OWNER, WHATSOEVER. G m I00 ' 24. SIGN CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND CC( / E PERMITS FROM GOVERNING AGENLIE5 FOR 5IGN5. ^ 25. OFF-SITE WORK SHOWN ON STREET IMPROVEMENTS PLANS SITE PLAN KEY NOTES LEGEND NOTES INCLUDING TRAFFIC CONTROL AND STRIPING WILL BE A FAKT CC iJ of Trus CONTRACT. � <r� 1 ) 21/SA-2 TRASH ENCLOSURE �_�-- 22 SA-2 EXCEpl NtEER E7 P PI R WI! �Qs 'SA--2 PAINT 'COMPACT' A: F.A H COMPACT STAL1 64 NOT USED _ a __N LffLJam__;T I• T'-0 OR LESS -- --------- - --- - -- PURsu/N1 TC r{SARIN . ER c,rl0 nor;5 r ►h, AND ,r1z 2re. SITE CONTRACTOR, SHALL FIELD vERIFY AND INCLUDE ANY Q (2): NOT USED -��- 23 NOT USED 44 NOT USED ---�- J 85 7/SA-2 INSTALL DISABLED STALL SIGN (AS MODIFIED BY THE 1NCIL), A DRAFT Lt TRCTIVE AND ALL DEMOLITION NECESSARY TO COMPLETE HIS WORK IN 0 CATCH BASIN SEE CIVIL CCVENANT ADDRESSING EHL rOLLOWING ISSUES Sf1ALL BE SUFMITTEC THE CONTRACT AND $HALL OBTAIN ALL NECESSARY PERMITS 3 29/SA-2 NEW PARKING LOT LIGHT FOR LIGHT STANDARD DETAIL SEF SE-1 24 SA-2 CONSTRUCT DISABLED PERSONS VAN PARKING STALL, TYP. 45 NOT USED 66 NOT USED - -- FOR CITY REVIEW AND APPRO0 AL. (1) EXCEPT FOR UNUSUAL 1 ON I N NIC TYPE k C.� J X AN CIRCUITS - - CIRCUMSTANCES, ALL LARGE TRUCK DELIVERIES SHALL BE 6ETWEI TO PERFORM HI5 WORK a - 25 10/SA- INSTALL CONCRETE FILLED PIPE BOLLARD. 46 NOT 11SFD - �- --��-- 67 17/SA-2 EDGE OF CONCRETE PAVEMENT `- — THE HOURS 6:00 A.M. ANO 6:00 P M, MONDAY THROUGH SATUR PER RITE E C ICAL PLAN —• _ _�--_- -_ --- ---- - ------- - -- I FIRE HYDRANT AND (2) ALL WA.TING TRUCKS NMICH MUST HE KEPT RUNNING AND GAS METER LOCATfONS PROVIDE PROTECTIVE PIPE BOLLARDS WHERE 28 NOt USED 47 NOT USED 68 NOT USED __-- WHICH ARRIVE AT HOURS OTHER THAN 600 AM, TO 6.00 P.M. OR 2' SEE CIVIL. PLANS OR PARKING LOT DIMENSION LAYOUT. 5 D T TRAFFIC. -��_._r_ I ' _ - ------ . . - - _.. 4 6 CONSTPJCTT CONIC, CURB OR CURS AND GUTTER OR CURB, GUTTER 27 NOT USED 48 NOT USED - 69 TRANSFORMER w/ BOLLARDS PER CITY REQT'S = _-- STAY AFTER THOSE HOURS WILL S QUEUED ON THE EAST SIDE OF ND StOEWALK. SEE CIVIL,_' RAWINGS __� __-._____—�___ -__- t� MANHOLE COVER THE COMPLEX, IF" THERE ARE REASONABLE NOISE COMPLAINTS. THE ?g, SIDE SLOPE OF AGGESSIBLE ROUTE OF ?RAVEL TO BE MAX. 1148. 7 6/SA-2 INSTALL STOP S:GN ON POLE - 2E NOT USED - 49 NOT USED ---V� -- -'0 SERVICE CABINET - _- APPLICANT WILL HE REQUIRED TO CONDUCT a rRATI ZEST TO -_ _-- � - � -- DETERMINE WHETHER THE TRUCK DELIVERY OPERATIONS ARE IN pq, ANY DEMOLITION WORK NOT SHOWN ON BUILDING DEMOLITION PLAN. 8 2/SA-2 INSTALL DISABLED ACCESS SIGN ON POLE 29 t�l0i USED 50 NOT USED 71 TRENCH DRAIN - LIGHT STANDARD W/ ONE LAMP ON COMPUANCE WITH THE CITY'S NOISE ORDINANCE. IF A VIOLATION 15 A BASE MOUNTED POLE 28' HIGH MAX.) T SHEET D-1. IS PART OF THIS CONTRACT. L ��� - _ _ _ ( FOUND, THE APPLICANT SIAL_ BE PEpMITtED 0 MODIFY ITS 9 WHERE EFIRE HYDRANT ASSEMBLY WTH PROTECTIVE XPOSED TO -RAFFIC. SEE CIVIL DRAWINGS _ X30 1 ANDSCAPE AND IRRIGATION PER LANDSCAPE PLANS, L-1 ----- 51 Y NOT USED - -_�-r� -- -� —_- —�-- REFER TO ELECTRICAL PLANS FOR DETAIL OPERATIONS TO ELIMINATE THE VIOLATION. IF 1Ht5 PROVES TO BE 30, FREESTANDING PYLON SIGNS BY OTMER5CNIG) - UNDER SEPERATE ; 168M FOR CONSTRLCnM'! IMPOSSIBLE, THEN THE APPLICANT SHALL LIMIT ITS TRUCK DELIVERTE; PERMIT. GENERAL CONTRACTOR 70 PROVIDE FLECTRICAL ROUGH-IN 31 -� EJST. ASPHALT TO BE SLURRY SEALED AND RESTRIPED 52 NOT USED - LIGHT STANDARD W/ TWO,LAMPS ON BY NOT ACCEPTING OR MAKING DELIVERIES BEFORE 7.00 A.M. 10 - NOT US[i, �- - -_ - -- AS PART OF THIS CONTRACT. REFER TO ELECTRICAL PLANS. - - �- ABASE MOUNTFD POLE(2 8' HIGH MAX.) �9 NO. �1 NOT USED 32 SON--STI�UCfi� ONTAND� 0 W 0 LOCAL TAN A 53 NOT USED �- R -i-_— - REFER TO ELECTRICAL_ PLANS FOR 'DETAIL-- PUR5JANT TO HEARING EXAMINER CONDITION X17, A COVENAI� a3-65�-22 _ SEE CIVIL DRAWINGS STATING THAT If THE TENANT C SITE IS NOT DEVELOPED %17I 31. THE CONTRACTOR 5MALL BE RE61PONSIBLE FOR CONTROLLING -0" WIIS C WALK WI�I' S -At�' S��.�W1TV� A CONCRETE WALKWAY, REFER TO ARCHITECTURAL FLUOR PLANS FOR ALL - -� NUMBER OF PARKING STA LS, TYPE 12 SA-1 33 54 NOT USED .__ Y� 4 THREE YEARS THAT 'INE APPLICANT SHALL BE REQUIRED TO WE MEDIUM BROOM FINISH -___ PERIMETER OF Bun l]ING. TTP_)___-_�. -_ _ -� T---- ---- S - STAh0AR0 STALLS 9 x 20', TYPICAL CONVERT ALL LANDSCAPING AND OTHER IMPROVEMENTS TO POLLUTION. EROSION. AND SURFACE WATER RUNOFF BY PERFORMING �T it31 SA-2INSTALL A �IN�1-��5 ON IHI[;KT4L55ES_ 34 NOT USED 55 NOT USED C - COMPACT STALLS STALLSOW-6" X 17', TYP. PERMANENT INSTALLATION, PARKING AREA HENG OE REDUCED Y 10U 7 1 r� Y PLAT �T 3 14Q�� SEE ALSO SOILS REPORT. PAINT PARKING STALL. STRIPING. THE WORK. INCLUDING tX1 BUT NOT LIMITED TO 35 NOT USED 5E NOT USED FREESTANDING PYLON SIGN(NIC) STALLS MA THE pvE TJ 1) MAINTAINING THE EXISTING STORM SEWER A ALL IMF. 6 PROVIDING 80AL� 14 NOT USED LANDSCAPED OPENS ACE IMMEDIATELY ADJACENT TO THE SUU r -_-�- —� - _---- -- - _ _- _• _ DITCHES BERMS. 'U VERT, PUMPS AND OTHER MEASURES TO TYPE �A', V. OR 'C FACADE OF THE COMPLEX' G G L 15 I/SA-2 STOP SIGN AND DIRECTIONAL ARROW PAINTED ON ASPHALT36 19/SA- PAINT FIRE LANE CURB 57 NOT USED REFER TO SITE ELECTRICAL PLANS CONTROL SURFACE WATFIR ppA �► 16 30;'SA-2 PAINT DIRECTIONAL ARROWS ON PAVING - - _ 37 - NOT USED _ - - 58 — NOT USED �- -_-, 2) BUILDING DAMS. SETTLING BASINS. ENERGY DIS5IPATFRS, AND lQ4ER" fN5'T US SON-CSE TRANSFORMER VAULT, A AN PIPE_ OU A. Dom- OTHER MEASURE'S TO CONTROL DOWNSTREAM FLOWS. �T�. 17 1/SA-2 10'-0' WIDE CONC. WALK SCORED 5'-0" O.C. MEDIUM BROOM FINISH 38 -� NOT USED -Y-�� -- ��- - 59 _ REF T SITE UEC ICA PLAN 3) CONTROLLING UNDERGROUND WATER FOUND DURING CONSTRUCTION 18 N0T USED 39 N01 USED 80 NOT USED 4) COVERING OR OTMERW15E PROTECTING 5LOPE5 UNTIL PERMANENT ~_ EROSION-CONTROL MEASURE5 ARE WORKING. NO 19 12/SA-2 CONSTRUCT DISABLED PERSONS STANDARD PARKING STALL 40 NOT USED - 61 NOT USED -_ _ _ _ . _- _ SET 0' _ IN 5-0 WIDE WILY. VN H 4 WID DIAGONAL STRIPES ® 38 O.0 41 NOT USED 62 NOT USED _ ON A.C. PAVING_ ,.� _ 15660 SNN' PACIFIC ")I% SSA-2 INEW SIDEWALK RAMP MAX. SLOPE 1:12 };;' 42 INSTALL 'RIGHT TURN ONLY SIGN' BELOW STOP SIGN ON STOP SIGN POLE 63 SA-2 INSTALL PRECAST CONCRETE BUMPER —�-- SIT45-00024 1oil 0 i SITE PLAN -- . , SCALE: T" 6L1'-0" -- -- —____._------------ -- ------ _ _ ___ELLE � .....«-...�....,..wr.,.....u�.nrh..,..,..�,..mv.�-.....rw�.......».,......-„-..,-.,,,...___...............+.�_.... ELLE _ ELLE - .,...-...-....,..............-. - .,..., ''ASS�'*Rnr49la;• ,y _ ,,. ...-.-.w*nww....:...-».. . ._. ELLE,..ELLE-r-.,...._....�........_.-.-..�._._..�.,..,,.n,,......w......,.-_-___. ,. 'i NOTICE: IF THE PRINT OR TYPE ON ANY Ilf ILII I Illlill lull 1 Illll�l Illll 1 f(1tf�l rTj�TTT 1�II1rf JI r lilll�i �r�1�T �lllil I�T(1 i t�lli�l h1�1 1 i�l�T�l l�fll i 1�1r1�1 lil I I f(llfil I�TIIII I�III�I l�l I I C, I ( II I I I I �� II �j� I II •� I � � ��� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 1 I I �l I 41--� ----------------- IT IS DUE TO THE QUALITY OF THE "°Je M1 ORIGINAL DOCUMENT E �'L B]�G LS 9 L �irL C� L IG L 13�7 ti�l Lt i 41I 6i t;T Lt i��t��L T6111111-�1111 �I-���L 9 4 t �9 �L t u�llllllllllllllllllllllll �Ulll►Il�IIII IIIA►IIIIIII►�IIIIIIII�II� llll��k11 O'-O'' * 2_O� RF VISIONS - 8 EQUAL SIDE5 _ - 4 ^:DE STRIPING - /' IO"s TYPICAL T _ RAD. ---- ----- ._-_ CONCRETE 51DEwALr,, T✓'iO-ISOATS 'H GHvJAY Iii EROp CLA5 �- -" - � --- 8' GONG. BLOC-, � FOR REINr'ORGIN6 ALUMINUM 5 6N PAINTED SEE FLR PAN PLANTING -•-I ; RED EQ. EQ. PLAN \ AREA 25 / Q I TED BORDER -- --- Td5E 5TEE.. 1 POST, 7YP. \ 1" X b 5/8„ HIGH 10 WHITE PAINTED LETTERS f1 � "3 TOP —_.r OSE GALVANIZED BOLTS �°-°°,°`o° o°�° a1 4 - _ �, `__ -!"IN15H GRADE l- 45 HIGr+ «4EL VETIGA ° _ T "A50NRY AALL I W FQ_ `� I' riGHWA� WHIrE j NO BAR �' ✓r.DE STRIPE .p AT,Ok -'FETAL Poo r -- GAL✓.5%.UN,STRU•r GCMG. Ck)RB 5[:E - _--- - ---r.. 5EAT , GONG. ATG A 5,z e G ✓ _ P_ANS- ' LANE BOLT5 SET * x : LONG PIPE >_E:E /C ti 5L AH TRASH ENCLOSURE THICKENED EDGE ® PLANTER 90 HEAD TO HEAD STOP SIGH; STOP SIGN _ 26 21 6 _ 1 -QG �c ^�-Gr:BO_ RC / SG ALE _ _ 16 _- 03 ,77 . ._.. =i _O„ 11 O:.-�" �� / O SGA�E "_ -Oc2__"4R�✓ _ _ Gz R CAP .---------------------- - - - HANDICAPPED 5TA__ _. -- WHERE DOuBw� TA EXTER OR GEMENT PLA5'''ER TO t 10N OCCURS _ /�_ 516N, VER Fr' ExAG I PORCELAIN Oh 5EE_ * ,�'iA ✓ANIZED 56-7-- LOCATION T '�+ATGH ADL. BUILDING WALi.S I I RE LEGTORIF - i , I LOCATION PRIOR TO - ' - --� + INSTALLA'•+QN I • 4 CORNERS c 'ED SION 8X5X,6 GONG. BLOCK GONG ' + - GROUT ALS CELLS ✓�ALKWA '1 P �• �' I _ r BOLTED TO Uti15rRU• + GONG.CURB r�� R[5[RvE -- BLUE 6T.,r,OLOR T T __ ... /- I I EQUAL O COLOR 0•X,_✓. STL. uN15TRU SE ------- co�.GRETr CURB I � � SEE Gr✓.L PANS - - �4 ✓ERT • °S?" G.G. I, b, /— I NO 15000 IN N GONG.RTG. O SEE GI V!� DRAWINGS -- _ - FEDERAL STAND ARD T 04 CONT. HORIZ 5052. ---- ?YA 3 Pi.AGES - `� ------ - - ----- ~L I TOOL JOINT n '.8 4 dJ _ � HtGH,hAY-vVl»ITE y i / ( SYMBOL 1 LETTER:; b' x 6 CONCRETE CURB \ 2 R 1 I ! .�-� EXPANSION .,o ti_ � \` Q � ON 5 S�DES NOTE: SIGN TO APPEAR AT EACH ti 4 I -' e — REFLEGTORIZED 5 ON _ETERING NO LE55 THAN ti N ,p \ TTL. I PORCELAIN) w' ;�;-H T r 4� I � �5 �...�,�-,, � `_ -NTRANCE 70 O 5'RCE7 PARKING � �,° al 1 �b" T ICK SLAB OVER SIDEWALK I' .�. BEADED TEXTURE OR CO UHT S-A-Itis, 2" OF 5AND, MEDIUM — - �' 1 ®RGOM FINISH-SLOPE ---__. ___ _.____ LANDSCAPING WHERE OGG�'R5 _ I II BOA-TED TO UN15TR'vT N c� 1 TO DRA!N .'� - p -4" WIDE PAINTED UNAUTHORIZED JEH',GLES 'v^T -----`-++- i — A.G. PAVINE� (� (� PARKING STRI�°E5 ;i i� - GONG.AAL.!. OR AG PA✓INS; D15PLAYING DIST;N6V+5r 'rG 'V iii II.. PLACARDS OR LICENSE c-AYES I 2-GOATS OF 41I I II ``\` v I - 1 1/2" SQ. GAL V. 5TH ISSUED FOR HY5 GALLY 1 - - —__ a� HIGHWAY YE.LOh -I it UN15TR✓T 5ET IN GONG. HAND16APPE;' P 1 1 E+G.50N5 MAY w ,,•:.+:._.� FTG. 5LEE'/E0 4 BOLTED APPS' BETOAED AnA� AT CwNER � S i _ ht EXPENSE. OO NED /I:- G LE5 S _ 7 "BOHANPIL h MA^/ BE REG6.Ai'- EG SYMBOOR TELE HpwINCi _ m` DLIA. b � oN 0a ,ONT.T&B 8„ D,A. A/G PAVING ---+�` 0 c SEE CI . '.'. Ln - 27 TRASH ENCLOSURE WALL CURB AT WALK 90 HANDICAP STALL DBL. HANDICAP STALL SIGN HANDICAP NOTICE SIGNQD a_ �� _ 22 17 _ 7 2 In 4'_ -G ,z , C'. M_� •"5 .2- 28 RE / O �G`�C 5' 1 -. ,F RE , G �_C -G b `�_ , G SG ALE. I �. HANDICAP STA,_L �,--------------------- ! 51GN, VERIFY EXACT i LOCATION PRIOR Tp 1 I — - - GONG.BLOCK FOR W.A. - INSTALLATION I I ! FINISH SEE SECTION 2' PIA WEEP HOLES • —�_.. 3„ 2 PER PLANTER GONG.CUR5 1 NOTES 1" b" SEE CIVIL PLANS -- -_-.__� 7 IL IE - 4X 4hi/4 TUBE STEEL -m I / I 6^D. I.SYMBOL PAINTED I o r i LANDSCAPING - -- .»IGH,HAY WHI"E + Y— r 05 F LL WITH GG'vGRETE PAINT TO ``�--____ i lit" 3' (TiNO GOATS) /1 :2 TED ITYP AD1�5 GONG. CURB R OPPE r ---- ----- { MATG!- -RASH ENCLOSURE �„� �• 4 q WAYW/ 1:12 MAX � - �° 2 BAG!cGROUND (5) HEAVY D'.-ry 5"WX5"H �n ___- I:6 MAX. 51DES A NTED BLUE ITEHINGES WELDED TO FRAME O CONCRETE CURB 1 HEAV`r' BROOM I - - � p CQ A� TO COLOR ATS) — & CHANNEL, FAINT TO iY --- -__ - FINISH (TYPa 1 J PL-ANTER 5000 IN FED. MATCH ADJ. SURFACE � Jt F \ 4„ WIDE FAINTED �— L2X..X1/4 FRAME .AND N #4 REBAR CONTINUOUS, T`eP. � �ii i � 1 DIAGONAL BRACING, 4 PARKING RIPES: I (L, 3 2 5.5'+'MBOL MEASURES WEDDED ALL AROUND 2-GOAT5 OF= ��` 5'-0" SQUARE F 1 t HIGHWA`r' YELLOW T`1I Jin — 1 5/6" CORR!GATED PLAN STEEL DECKING, WELDED HANDICAP --� t TO FRAME, PAINT TO SYMBOL -MATCH AD-'. SURFACE TRASH ENCLOSURE DOOR CURB AT PLANTER 90 HANDICAP STALL HANDICAP SYMBOL DIRECTIONAL ARROW 2 8 _ q� 1 _ _ 13 . 87. 3 CO3 3 •A G 23 /: 5•GA� v'S :5 RE'✓. 02 E,GA B _ -C O^ c Qr ,, c :, - - c.� BLDG L!NC ------ - RAMP TO COMPLY 3" HIGH STENCILED LETTERS 1/4" DEEP GROOVES 0 WITH FEDERAL, STATE s x+25'-O" INTER/ALS, ON BAR O ;ERu-��;G - 3•-i' o.c. �- LOCAL CODES GURBFAGE AND TOP OF GvRB 2 GOATS HIGHWA`,' WHITE ` AND REGULATIONS. Com_a PAINT, TYP, Qa C � HEA\/Y BROOM FINISH 1,10 MAX SLOPE --- - - Q a I LLI z GONG, CURB, PAINT TOP d FACE 4' WIDE STRIPING --- ---- (V < O rwO-GOATS H'OHAAY OF CURB WITH " PA GOATS OF WHITE (TYP) IJ� 'HIGHWAY RED" PAIN _ W SEE sire c it PLAN "_'4-O O�r- O MIN. cl.. Q. Q 29 FIRE LANE CURB 90 STALL AND CURB CURB RAMP o CC - 4_ 4_ 24 -�,� _ �r GO -G �._` - 1 2-404 Ri,/: 50A &',I .0 14 4� , �� g - - _ c ---- SEE 51TE CLEC. PLAN FOR LIGHT l STANDARD HEIGHT 6 CONDUIT PAIN- 3' HIGH STENCILED LETTER5 • ---- 7 SIZE. 5EE LEGEND FOR FINISH. TOP•OF CURB W/ 2 GOATS OF HIGHWA" rNHirE PAINT, SEE SITE PLAN I v _--_--- HAND HOLE W!GASKET COVER FAINT 70P I FA e v�I __----- ALUM. BASE COVER O✓E-R G.AL✓.5'C�_ r 4" THIK,GALVANIZED O GE O GONG. CURB o I" X 11 1/2' X If 112" BASE PL. K, r F= GUARD, CONCRETE r- LLED. r 2 GOATS O� H,GHWAY RCD' PAIWT 4-1" X 56' A.B. OVER I DRYPACK '�T w.12 GOATS or HIGHWAY ,ONCRC WALK-/ �-" _ $ 0112 COPPER GROUND WIRE En 1sSUEo FOR coNsrRuc nor r FIN. SURFACE --- - -- JOB NO f=WISHED SURFACE • Gn�'v ,v�' — PLOT DATE 'J/0 d _ i 4`ilp 2a �aa5 p/ti $ iq ;- CONDUIT, SEE SITE ELECT. P.-ANS, PLOT SCALE: < 6'-O' FOR STANDARD HT. EGwAL -0 z DRAWN BY OR GREATER THAN 50', b'-D" FOR . v CLR STANDARD HT, LESS THAN 30' I SHFFT TITLE.. -- GROUNDING ►NIKE _ m 51'E DET 111-5 GONG. OR A.G. PAVING GONG. FOOTING ------ RAMP A5 OCCURES - - - 30" DIAMETER e.ONC EA5C 1�1 SHEET NO / Ay4-x5 VERT. JARS I TIES m 12" O.G.(F ORMED N 12' DIA. 151 11 s«' NACIFIC „Illi SEAMLESS 50NOTUBC ABOVE TRADE. '`- �� SjT1)5-0(1024 2 IS 0 \ 30 2� CAUTION CURB _ �� LIGHT STD. BASE DETAIL 1� STEEL PIPE GUARD a[✓ p� 10 5 5C•ALE: R� .� _�:��,._E� I"=1 -O .2-•1-701 �- RE/: Ci0 5C LF-: 112'sl'-O' 0�-20 Rr / C I I/2"sl`-O" RE✓: �<_ h .i f OTICEGE ISIF THE AS PRINT FAR AS THIS N ANY I I I 1cill IIIII11 1 1 I I III I I III III III III III III III I I III III III III 111 III III I I I I I I I I I III I I III III 11111 11 111 1 I 1 1 I I I I1 1�1 II III I I IIS I I III I I I I! 11111 l I III I I I I I I I I I . I I I ) p! I ( II ! I 11 I �1 ,i41. // o IT IS DUE TO THE QUALITY Of THE No 90 a' ORIGINAL DOCUMENT (� I II 't81111-111111 - 111 1111111�IU1111111111 IUIl1111.1111I1111,1111 IIII IIII IIlI�IIIIIIIII 111111111111111111 IIIIIIIII IIIIIIIII IIIIIIIII !llllllll 11111111!!lII�IIII IIIIIIIII I!IlIIIII 1!11111!1 IIII IIII!llllllll IIIILIII lllllllll�lll!�lWil�llll llllllll s 1 � it1111ll11llllllIIININII l 47' I I C `A. I N v N Ch GENERAL N. I �.T..r121 , cc M 1 THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND m g l G ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE ]" a a I• PROJECT IN AN ACCEPTABLE MANNER o yr 2 SITEWORK CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILDING T,c I CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND MAKE ADJUSTMENTS ► o ' ' n TO ASSURE ALL UTILITY' SERVICE LOCATIONS 4RE COMPATIBLE AND UO vj NOf CONFLICT WITH STRUCTURAL MEMBERS, INCLUDING FOUNDATIONS. j ^ ol• 3 CONTRACTOR SHALL REVIEW THE CEOIECHNICAL INVESTIGATION, FOR THIS PROJECT AND COMPLY WITH THE REPORTS REC04ENDAPONSIL ' 4 CONTRACTOR SHALL EXPOSE, VERIFY, CONNECT AND/OR MATCH EXiST?NG 1 - -- UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF O I I I THESE PLANS AND SPECIFICATIONS, TO PROVIDE COMPLETE AND OO J ` J + �. OPERATIONAL SYSTEMS. h" i T - - G.) 5 CONTRACTOR SHALL TAKE AL l_ NECESSARY PRECAUTIONS TO PROTECT O EXISTING UTILITIES AND IMPROVEMENTS. ANY DAMAGE t0 EXISTING ► D '/ FACILITIES I PR NTS SU TIN I-ROM THE CONTRACTOR'S ~-T I -- - -''' - - SHALL BF REPAIRED OR REPLACED A T CONTRACTOR'S S o� � OR M VEM L 2 - - - - -- � o - -��i�� �¢ - OPERATION _ P P 0� i ��r I Y _ r w �.�.��� `♦ EXPF-NSE. 4p - � p -.� ♦ ,��`� 6 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL. COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND F �`fl o � � CID� + 'p ` ♦, AND LOCAL GOVERNMENT AGENCIES. D r^> B Ix 12 7 REFERENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PANS FOR \ 661G -- TRENCH DRAIN ADDITIONAL INFORMATION AND COORDINATION REQUIREMENTS I 31r `',0 (PER ARCNITZ:CTURAL DETAILS) 8 ALL IMPROVEMENTS SHALL P CONSTRUCTED IN CONFORMANCE WITH THE LATEST EDITION OI THE UNIFORM PLUMBING CODE AND, OR CITY OF TIGARD STANWDS do REQUIREMENTS. Z 9 SEF_ SHEET C-4 FOR EROSION CONTROL NOTES. w ' ' 10 A PRECONSTRUCTION MEETING IS REQUIRED. CONTACT C1i , DEVELOPMENT I O I / \ p !00 STAIRS fi C$` oREVIEW ENGINEER TO ESABUSH DATE TIME, AND PLACE.(PER ARCHITECTURAL DETAILS) � ,�• 11 ENGINEER SHALL PROVIDE CERTIFICATION FOR ALL WORK AND ONE AS-BUILT J 1: + ?7 0.- 1 O� MYLAR DRAWING, TO THE CITY. O., � �� -� I m o " \Ur F.F. ELEV.=210.60 12 NEIN PI.IBLIC IMPROVEMENT INSTALLATION: CONTRACTOR SHALL PROV70F FOR D � +,j�i ` L ,> ^P TESTING AS REQUIRED; COPIES TO BE PROVIDED TO THE CITY. (f L4 l 13 NOnFY CITY INSPECTOR 24 HRS. BEFORE STARTING WORK Ij r^, ` 14 ALL WORK SHALL CONFORM f0 CITY STANDARDS& SPECIFICATIONS. G, Nr F.F. ELEV.=212.60 Yt v �� �. o0�' 15 ORS 757.541 - .571 (UTIUlY CO. PRE-NOTJFICATION, ETC.) APPLIES. 16 EROSION CONTROL MUST BE PR(1'v1DED FOR BY CONTRACTOR. P y1 1.7 109TH AVE. CONSTRUCTION IS PER HARPER REGHELLIS INC,. PLAN. Z O l INCLUDES ALL IMPROVEMENTS WITHIN RIGHT-OF-WAY EXCEPT W �•L! -_- . ____-_ ----_ -_ _..._._ __ 0� LANDSCAPING, AND DRI VEWA Q I } 18 HIrHWAY 99W CONS CT10N IS PER MA NZIE ENGINEERING PLANS. O INCLUDES ALL I OVEMENTS INSIDE RIGH OF-WAY EXCEPT Z f owes"'�+�+� - �L'� �O � 1 LANOSCAPIN ANO ORI VEWA YS. I G 19 TOPOGR H1C AND BOUNDARY ISA PROVIDED BY DENALI L`7 �� 1 % ENGIN RING. W OY co,�S r. DRI _CZ YS p �, �'�� l�1 1 `� PER \ +tj Oo 4 ♦ o r D PG `,� QD Q j ,1 � I .,�'�. '"'_` ._ .. -� � .-� _� �� � ;�,, 1 ,ho •� 06;5 �,� _ fY '� \ Q A f 1 II { ♦ Q_ Z O i \9C.� ,: t,� tit ry f7 � I �Cr 1 y / 1 4.90 AC ON LO o I 14 h • a t \w -+ ry •� 1.510 �' Q cL as I { L .. 1.- _ .._-•; " `� N �T G ro' P ( > a rL0 I I ` Q 212.24 !' WST. IVEWAYS I G. �. 214.9U A \'j i--_ 10 n1 Z3 1'211.81 A � �- I ' 1 t I - Y_.M, %� ,�1, --•-_._ I , , ',� �r � iso \�, a� • s �=,� mac, ( - ' ' I Y " »..� `�� r `L• wo, � �' � i 9n IM +'dam 9c I I f }„ r + o �, o r, C ,.� ,.�•. I lI f. + -! 'r r ; •f. ""�„�,.; --I 3 ,. ' ,Nit�,/r s' - ., r1 pf 208 13'i► Q' Q• J (/ � �� II rr•' !f't I Ir -Y I r, ;' ' 1 } 1y' I •j' 9 Gr �1 I0,17 + I O V) - ,., � l f O ' +t;rr- i t' •,,,,t N�•�1 s'fkty t �r. :l � ,_moi'I ,Jl � i lr�', � i , •ti q LEGEND _ "At y 1 At t, }� � .tl� ,1• J; .,r J 0 , `�� �, N= 4 c�� Q 1 NE£� / �1 �'. J v v x S`o 7 _ 11 0 + INLET I ROTLCPON 1.EF +} 4!I, rt .+ ',r +' I cQ ! S'�r n lr l . �1 OREGON f ` r i ziN + 71 ^^^^TITT V 1 i HIGH POINT rI �l G - / � r SILT FENCE SEE t , 7 G a o v O C. P� ' C-4 0 1 �'• +., EXTG. 1.37 T J I A.C. "� F.xPIRES: 12/31/94 GRADE TO 0.80' *" ■ j'"C{. kms. -' (RFMOVE) �, F.F. ELEV._ FINISHED A ��' �'-�� '. BELOW N SHED GR DE 207.90 t' ��� .� cI SH CONTOUR 205 N1� ED GRADE CON OU ?, B PROPOSED CATCH BASIN ., $� I EXTG. 4.I? rov cn A.C. 1 GRAVEL CON S TRUC TI ON — '� �' a '�o, (REMOVE) 12 r ENTERANCE ) - --�--- . EXISTING BUILDING TO BE P,FMOVED BY OTHERS` WELL AND UTILITY CAPPING AND SEPTIC TANK REMOVAL ALSO BY OTHERS I k Lp 3 PROPOSED CURB RAMP (c -- / • "---✓ 7 01.30 w o ^i r CL T.W. TOP OF WALL - ELEV. l l /l �� ._�\ J } I = a x :r 1 B W. BOTTOM OF WALL - ELEV. AC. ASPHALT CONCRETE - ELEV. C.B. CATCH BASIN - ELEV / / l I t;ON$TRUCT STAIRW � / / 5 RISERS SEE \ ( U w T ASPHALT CONCRETE AT TOP OF LOADING BAY ELEV. a ,;j A B ASPHALT CONCRETE AT BOTTOM OF LAODING BAY - ELEV. z I -.�..�w� <T m SIDEWALK TO BE CONSTRUCTED PER HARPER REC•HELLIS (109TH AVE) `�CALE Z r OR MAT;KENZIE ENGINEF_RING (HWY. 99W) PLANS an �� �� �� ��� Z 1�- a i ONSITE S101'WALK TO BE CONSTRUCTED PER TIGARD PROMENADE PLANS --- ------- -- -- FEET' ) HEE` 117 Q i Inch aU ft + P 15660 SSV PACIFIC I = { w SI'F95-00024 10fi 0 NOTICE: IF THE PRINT OR TYPE ON ANY IrIII III III IIIIII Ill Ili I I I I I I I Ill I I I I It I I I T I t l l l I I I I I III Ili 11 ill ill I I I I{III ill III ill I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_.I I. I 1 I �_I • I . II I I oil �� I I IT IS DUE TU THE QUALITY OF I FIE No 36 ORIGINAL DOCUMENT � � z� II � � II I II ll I ll IIII IIIIIIIII I�T97111 1�11ll 111111111111111118111-JA111111111111111�111111111�1111 IIIIlIIIIIIIII IIII�IIII�IIIIIIIII�IIII IIII�UII�III!IIIIlIIII llll�llil IIII�IIII IIII�IIII I11111�T111�llll�el!!lIIIIIIll�l111 a 1111!1111!11 Q� f illi s I !!11111.1 illy#111 t { • � OI C IV I oi 11 i Xeo 611 a F4 ` I ! EXISTING SANITARY SEWER W oil MANHOLE IE = 205.80Q) (CONTRACTOR VER)FY)pb -_ _ 42.09L.F 6 .'Afv eq 3 IE 205 48� Oa=0.0050 ) Q \ 19 37 8001 � 5' SITARY S� R I�ti�LN r � � O - • p 0 Q -- -- M M -_ 2 IE. 203.9 w �• \ 285 L.F. 2-1/2" 1 100 L.F.12"DI 1 16 23�. I 124 ? 2 1E 19 ( i ;E 100 98 IE O 5-0.0050�IE1004.4812"DI O S=0 0050 IE 206.25 =-1 r� I 0 \ \ 90' BEND 14 L \ 60LF 6"SAN OS 0050 1 27 80Lf 8"0I 1 1 74.80LF 9"DI ot t''• I NO TES ( a \ 05=0.0100 2 0 �-50LF 12'•Dl -0050 IE 205.83 90` BEND o O STUB PIPE SEE 7 \ I N 2 3H L.F. 15"DID S-0.!1500 1 2� C-6 \ w AT QIE 20�-$j rE 206.55 '� IE 203.59 4 I 65.69LF 6'SAN IE 206.70 - O CLEANOUT SEE C46 z / \ d 05=0.0050 V \� 5LF 2-1/2" --- 4 I 6 (19 F.F. ELEV.=210.60 IE 204.44 O CATCH BASIN (LYNCH TYPE) SEE IE 206 98 \\ \ \ 19 O OUTFALL 3'x6'08"DEEP CL 50 RIP RAP \ _ 8LF 8" DI- 1B 9 F.F. ELEV.=212.60 I O ( 5 TEE WYE W0. AND DETENTION OUTLET STRUCTURE 2" DOMESTIC 6" FIRE 4 C-7 65 LF 2"PVC 1 53 LF 6" Dl Q IE 199.56 IE 20 BO (� CONSTRUCT FLATTOP M.H. OVER EXIST. STORM LINE 20rLFo. 2"DI ` FIRE HYDRANT ASSEMBLY SEE- ----- - � �� ` ;N � 11050 C-6 I lIJ W ! / r I J 36.8 LF � 2' 10 NOT USED Q 41 U \ ��,., 117 2-1/2" 5 341 L.F. 6" DI !� 3 IE 04.93 19 CL Q ..� I 26Lh 8"DI-�' do • M M•---M M M M Z �! �� \ �� 17 �" 6 _ _ IE 204.4q 11 WATER METER BY CONTRACTOR J 60 -� TLF 12" 4 LiJ ir-= ------� C-gg - '/ f• 2 _ 12 DOUBLE DETECTOR CHECK VALVE ( I I T - W � I 60 n ( 3 cn I I I ti 12 1/ `' r ' 1 199.5 v ?p^ 13 CONNECT TO MANHOLE IE STUB O= 195 24�ETARYfSEWER Q a, - / I I I i I \ 9 /� 20LF 12"DI 2 Co 0 14 STORM DRAIN CLEANOUT k 90' BEND IE - 20 5 1 W �, / 06 0.0050 Ile r`: � O I Q 3 - IE 204.. cv v)K � �"- r£ 204.33 _, _ 15 STORM DRAIN CLEANOUT do 90' END IE = 2 .30 I J Q O SEE WATER I 100LF 12"DI 2 6 90L 12'DI � v , I IN 1 VAULT DETAIL 2 OS=0.0050 OS .0050 IE 203.80 " L� z / I 16 12"x4 TEE IE = 205.75 O LL, o THIS SHEET IE 204.33 106 F 12 O (~ J u� 1 I 3 2 IE 204.33 3 615-0.0050 C 3 4 17 22-1/4' BEND 205.25 2 z 1 I I IE 205.03 2 4I`i5 !E .4 I 1 1 I 1 j i 18 45' BEND O 204.4 z, I 1 J r 198.5 E 204.40; 19 90' BEND v i 1 I 2 1 0 CONNECT TO ROOF DRAIN, SEE ARCHI Tv P 2 81LF "DI I I I ( C C�_ DS= 005 , IE 204.4 3 7 21 AREA DRAIN 4 `� s ) I I I �F 1?' a - r 'I - - + 22 9 L.F. 4" D.1. O S=0.0050 1 O O I _ �-X100 - \I j i �� ( 6�Lf X2.01 --, ---- _ t S 2© 47.35 L.F. 12" D.I. O S-0.0050 r I J I 2 IE 204.91 2 - 37LF 15-DI IE ELEV.---� �t o r2' - 050 �� OS=0.0050 O =212 Y3 �� 1 � / � 40 LF 12" DI OJ-C•0 ?4 15.30 L.F. 6 D.I. O 5=0.0050 / ` OS=0.0050 3 IE 205.53 LF 12" C� 1 �. 46LF 21"CS loo �R a" S� G ` ' LEGEND _ _ 56LF 2 - 05-0.0050 © 0.: 100 6 100 IE 204 8 / / TEMPORARY z !E 205.41 { -- ` - _--- --- / 7 AREA DRAIN " REPx -R PROPOSED EXISTING �` E // .� IC_ 2.[a5,(pl _ 44LF 12 DI 361 F a'P VC �--- 05=0.0050 I of FIRE HYDRANT - \ J 36-0.0200 2 31L F 2'W 2 IE 19 7.56 - 9 METER BOX V' ,. _ v IE 205.61 25 LF 10 DI Q Q II ® MANHOLE i' *S=0.0050 i r- • CLEANOUT S1lF 6 P►C Q v r e'xe• \� -- b ■ _ \ _ s as-0.0200 -{- ?. 1 RE'UCER �p pRA� CATCH BASIN G>iJ ` / �\ 2NGINf IE 196.56 n r w-- WATER LINE W - "� l _ / l , Exrsnrvc e �` \ 1e,457� � �� ,�'• .. ���/� � y � o I / � 12' tya TER SD-- STORM SEWER LINE S jfr `"'h.. I T I ti-` 1� 1( I I f e`x6• IEE o �.`` ,/� " SS---- SANITARY SEWER LINE 5 ---- ` �✓ T ��`� �/ n �✓ ( N r �� �y F.F. ELEV.= t 12" METER I I ''�R6 '� p t J 207.90 I ` I 12`Ye' �a f �O C. PC�� y _ _ 1/2' r 1-1/2" METER BY UTILITY POWER - r r _ I / `'�,. ✓) �` TEE \ dJ IEE ,I� / � '. BY UTILITY GAS -----�' ---- f / \, \ 8"X2" 20 rf 6" WATER EXPIRES: 12/31/94 I BY UTILITY DITCH _. _ _. j C. 13. 7 ` `�\�. 100LF 6"SAN \ FIRE OS=0.0100 HYDRANT BY UTILITY TELEPHONE � �� �-ExrsnNG a IE 195.56 12` WATER a WA TER VAL VE ►< \ BY UTILITY GAS VALVE I, BY UTILITY TELEPHONE MANHOLE rr) 11 2 WATER VAULT DETAIL IE 195 1:' I - ,I BY UTILITY TOWER POLE -o- -� � Y NOT TO SCALE ' BY UTILITY GUY ANCHOR - C _ cs Y / / 32.40LF 6"SAN-"� OS-0.0100 i3 � `s a �- - - TELEPHONE RISER / / `�, \ 27L F 6" SAN I ,°,\3 OS=0.0200 z \\ r m CV 0 EVERGREEN TREE -`�`l; / / \ \ O 'e: W x 1 r DECIDUOUS TREE rC' l / 111 / / `` I jy -- - a ----RD- ROOF DRAIN ` \ DOWN SPOUT uuY -L DS� m a n rn T TRASH ENCLOSURE SEE ARCHITECTURAL SITE PLAN L LIGHT POLE r z a Sco EE ARCHITECTURAL SITE PLAN SCALE z 3 a o 40 0 20 40 80 16o n <t V1 -- � O J 3 U ( FEET ) - SHEET 2,17 1 Inch = 40 ft. o 15660 S%% PACIFIC r i w7 8 til l N5-0002-1 •lull Il 3 _..! _ 4 g 6 g .-.. ". _ ._ r. __ .. __..... .II~I ISI 1 1 I I Illllll Illllyi 1111111-Dill r llllill rl'r' _._,. . NOTICE IF THE PRINT OR TYPE ON ANY 1 - r,a» _ I Il I 1 I f I I I I I I I 'I T III I(1 111 1 I lil III III III 'III I�I III I�jI�III III 1I1 I 1 I�1 111 III I�Ij�1I1 III'I(I l II�I�I i�I I�T 1�1 I�I I�I I�I I I �(���j IMAGE IS NOT AS CLEAR AS THIS NOTICE, I �I _I IT IS DUE i O THE DUALITY OF THE _ No 36 ORIGINAL.DOCl1MENT [(�o£ L 8L F1111111111,111111nill Z 6L 6�cc�Li�L L 8T[ 8t LI eT 9t 4iST Gi iT I a[ 8 L � 9 9 it S L iI �IIII IL►i�lllllllll,ll�llll11111lllllln III, IIlllIltilll�l III�������Ili�l������llllll�l�lllill���II III 111�1��11��111 II�I�Ii�lllllllllullllll�ll IIID►►II IIIIlIll1W11U1 1111�>�11 i I o L i GENERAL NO � o�; � .3 1 THE CONTRACTOR SHALL IJU ALL THE WORK SHOWN ON THE DRAWnNGS ANO ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE TNF PROJECT IN AN ACCEPTABLE MANNER. U �A 2 SITEWORK CONTRACTOR SHALL COORDINATE CLOSELY WITH THE BUILt)ING .� z z CONTRACTOR AND REVIEW ARCHITECTURAL PLANS AND MAKE ADJUSTMENTS __L, s O I�5 TO ASSURE ALL UTILITY SERVICE LOCATIONS ARE COMPATIBLE AND DO `w NOT CONFLICT WITH STRUCTURAL MEMBERS, INCLUDING FOUNQ4T70N5 '�' �i• 3 CONTRACTOR SHALL REVIEW THE GEOTECHNICAL INVESTIGATION, b F)R THIS PROJECT AND COMPLY WITH PIE REPORT'S REC'OMENLATIONS. k L i 4 CONTRACTOR SHALL EXPOSE, VERIFY, CONNECT ANO/OR MATCH EXISTING UTILITIES AND IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF Q THESE PLANS AND SPEOF-(CATIONS, TO PROVIDE COMPLETE AND � 1 J t / f I �•� , ' ,'� L;-,�' :.K,!� OPERATIONAL SYSTEMS Q)• 1 � i '•� 5 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT I - _ - -_ 7.- __. -__-..._ . - _ _._ EXISTING UTILITIES AND IMPROVEMENTS. AN✓ DAMAGE TO EXISTTNG -- �/ �^ _ y�� FACILITES OR IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S j - _ 'w� OPERATION SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S Q \ - _-- A EXPENSE. W f ♦ �` t O \� \ N o O - I ' `� ♦ I �O 0 6 DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL COORDINATE AND ACCOMMODATE OTHER CONTRACTORS, OPERATIONS OF THE OWNER AND LOCAL GOVERNMENT AGENCIES. 12.6 X -- * 1RENCH DRAIN I I " 7 REFERENCE ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS FOR (PER ARCHITECTURAL DETAILS) ? I AODITTONaL INFORMATION AND COORDINATION REQUIREMENTS. :J I 8 ALL IMPROVEMENTS S.-ALL. BE CONSTRUCTED IN CONFORMANCE W WITH THE LATEST EDITION OF THE UNIFORM PLUMBING CODE AND, OR Q 1 ' CITY OF TIGARD STANDARDS do REQUIREMENTS. 9 SEE SHF_ET C-4 FOR EROSION CONTROL NOTES. Z w 4 10 A PRECONSTRUCT10�r MEETING IS REQUIRED. CONTACT CITY DEVELOPMENT r� TA)RS ; '� G_8 RIM , REVIEW ENGINEER TO ESABL/SH DIATE, TIME, AND PLACE. Q 0: (PLR ARCHI,'EC FURAL DE TAILS), .._J W t` I 11 ENGINEER SHALL PROVIDE CERTIFICATION FOR ALL WORK AND ONE AS-BUILT MYLAR DRAWING, TO THE CITY. Q` CY ►- \ F.F. ELEV.=209.60, 12 NEW PUBLIC IMPROVEMENT INSTALLATION: CONTRACTOR SHALL PROVIDE FOR TESTING AS REQUIRED, COPIES TO BE PROVIDED TO THE CID' + 13 NOTIFY CLTY INSPECTOR 24 HRS. BEFORE STARTIN(; WORK. ! N 1 4 I ,��� 14 ALL WORK SHALL CONFORM TO CITY STANDARDS& SPECIFICATIONS, F. E�EV.=211.60 � J t I I 15 ORS 757 541 - .571 (UTILITY CO PRE NOTIFICATION, FTC) APPLIES 16 EROSION CONTROL MUST BE PROVIDED FOR BY CONTRACTOR. i► 17 109TH AVE, CONSTRUCTION IS PER HARPER REGHELLIS INC. PLAN. ,`� O #' INCLUDES ALL IMPROVEMENTS WITHIN RIGHT-OF-WAY Ek'CEPT LTJ LANDSCAPING, AND DRIVE WAYS. CL Q 18 HIGHWAY 9.9W CONSTRUCTION IS PER MACKENZIE ENGINEERING PLANS. 101 INCLUDES ALL IMPROVEMENTS INSIDE RIGHT-OF--WAY ExCEPT O W Z A ` I LANDSCAPING, AND DRIVEWAYS. �l� f 1° 25XPL I I 19 TOPOGRAPHIC AND BOUNDARY DATA IS AS PROVIDED BY DENALI Q QA(ST. I p I ENGINEERING. ALJ Q' t/'� I DRIW YS ,� *' _ 1_ _. _ _ _ ._ __ _ _ fr9 - - - -# I 1 �3'>Ij, C) � " , PES' � r fib/ PG 4✓c' �'s0 1 , 0� ( \d'o 2� ! I -...� �Q� O_ 1 14.9o_A - I I 1 �.. 1-- Lu I Q) CL 2 C`5 ! I V 1 / I i �v I � �y � f;� fi c •�. 'L a { T� 212.2 4 CQ j ti VEWA Y$ X14, t _ . -- -� PG 211 50 j M��1.81 A 1 �O I p C-5 6.60 IVA LK 1.SO ) C / 1.5% r`�6 4 s. ( 2CTA.4? �� � �_ v L. F-GEND Ic- Q INLET PROTECTION SEE _- ._.. , 9 €S� C— OREGON r r 4) SILT FENCE SEE' Ex 1.296 j A.0 �► T` I EXPIRES 12/31/96 GRADE To 0.80' ' (RE O,VE) T r F.F. ELEV. BELOW FINISHED GRADE �, .'-�'�, POLN T � � a �- N\ 207.18 a 205 FINISHED GRADE CONTOUR WA p ■ PROPOSED CATCH HASIN "•-w - ti l; > \ EX TG. I GRAVEL_ CONSTRUC"ON ( \� A.C. i ERA VEL CL` J "� `'•."< ��.� \ . I o ,0 9fl,-, 12 . �1 EXISTING BUILDING TO BE. REMOVED BY OTHF_RS ?` �~ t WELL_ AND U l'LITY CAPPING AND SEPTIC TANK RFMnVAI AL SO BY OTHERS --..,, •..,�� ��� ��'•��` � C-5 a I 1 �� m i o . PROPOSED CURB RAMP !�, o z I o I C--5 / .� o - T.W. TOP OF WALL - ELEV. l l /l i I w a + a B.W. BOTTOM OF WALL - ELEV. /I /l AC. ASPHALT CONCRETE - ELEV. / l / C,B. CATCH BASIN - ELEV. I / l l ��► �� I I A / CONSIRUCT STAIPW 5 , T ASPHALT CONCRETE AT TOP OF LOADING BAY - ELEV. / l l 5'RISERS SE k m CL I ASPHALT CONCRETE AT BOTTOM OF LAODING BAY - ELEV, �- C -5 � z R R) u SIDEWALK TO BE CONFTRUCTED PER HARPER RFGHFLLIS (109tH AVE') SCALE' ii m w OR M.ACKENZIE ENGINEERING (HWY. 99W) PLANS z z a O cn 40 0 20 40 80 I h � < � O i G o ONSITE SIDEWALK TO BE CONSTRUCTED PER TIGARD PROMENADE PLANS - m I ( FEET ) T U 1 Inch = 40 ft. #SEE I 1�7 ►_ v 15mvil SAN' PACIFIC r 1 3 4 7 S 11'95-00024 501'10 .... N g :v.nr.,r.•s,. _......nw.,n„v-rw-....,�,.,.,....- ....�:_._.... ....ay.�y�....,.,,n .,np,n.as..rws+!!pk'M""'K ,•R. .Kyr:.-nwsw, w�wv, ..w+..... .. .,. „t .-- '+ " "u 'M r M` .. ....,�....-..r+.rw.... v+eM a,.. •.�.— ,.....'rwuq�i''Mi" ,• ....w..: ,. .. I .�S........ ......T.,,-.MM+Rn4,iyyt"w*" �,r�IMr+. .. ... havc�vn-o.4lI1Yr+t1;RMR7W] .+Ww!....! ... n. NOTICE IF THE PRINT OR TYPE ON ANY i I�I ili 'i�i IIS iii Ili I i ill III SII i T i�l IIS IjrTjT I1I III III I I III III III III III I�I III I I III III III III ISI ISI III I III IIIII�I I I III III (III II _T IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I � I I 14 I I I I I 11 i ,Ir L // IT IS DUE TO THE QUALITY OF THE _ _ _ No-34 611t�e.•-- <,v ORIGINAL DOCUMENT �S "81111111911151-111-11 LSS��L �L6�� S . till tw to�8T 9lLt�9T4I IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIuuIIlllUlllll IIII�IIllllllllullllllll►lll Ilillllilllllllllll II Iilll!�I��IIIIIIIIIIIIililil ���IIIII� I���I�I��Illllull iilltillll��l�lu►i iu�li►i�i��illllillillUllllllll�lllUllWlllll.ill�►ll�ll1J�ill�r�111 h' I � a r- z (Y 01 �. CO 1 PMM4 � / 3 IE 20548 _ ._ O� l` w lay I .� v1 w w h / 2 IE. 203.9 II a i3 179 L.F. 2--1 j2'� �___ _.�---- --- ---100 L.F.1 "N-1 -------- -------------- I c h t 9) 24 16 23 _ `- 19 3'=� �ZS- �� 100 L F 12'01 O S-0.0050 100 L.F.12 IV-17 *0. No TES 22 2 E 2050 I �� IF 204 98 C)IE 204 48 0050 I - 43LF 12"N-1 27.80LF 8"DI / !I OS-0050 1 01 \-24.80LF 2-1/?�' i % O STUB PIPE SEE C76 I G 5OLF 12"N-12 OS=0050 `14 I n, j 0 CLEANOUT SEE I � " I � C-6 �� 1 O =00p56 N_1� ( 78 t F IS" N-12 O S-0.0506E 1 O - 1 II N IF 206 70 SIE 203.59 0 CATCH BASIN (LYNCH TYPE) SEE � DI FI I OUTFALL 3'x6Yx18"DEEP CL 50 RIP RAP I w F.F. ELEV.-209.60 ho IF 203.4 O TEE i � I W Q V F.F. ELEV.=211.60 , O7 WO. AND DETFNI70N OUTLET STRUCTURE ! -- 9 10' C-7 WATER I �8 REMOVE EXISTING INLET do CONSTRUCT FLATTOP 0 _ N I ESM T, M,H. OVER EXIST. STORM UNE OS 0.000 IF 202 h 3 Z8 L F 6 SA I I �_ _ 31 2" DOMEsnc O , , - ► I r 2 _ I o0' 33\ - 65 LF 2"PVC IF 201.35 IF 200.35 IF 199.56 O9 FIRE HYDRANT` ASSEMBLY SEE - _ U 32 25 2 25 2 1 I 50LF 12"01 IF 20180 20 80 nJ 5 , 0.000 NO USED I CL `'�--- 1 IF 204.40 I 32 L.268 Dy 64.51 L.F. 6 _SAN 0.00.50 I it WATER METER H CON TPA CTOR >. U �\ ` 5 - to- WA TER EASEMENT O S=0.01 35 Zj -- -- _ �_ _ _ S� Idd w.F ��I�)_-_ =�_w_ --w - - 3 w q 931 O 12 DOUBLE DETECTOR CHECK VALVE SEE 3 Q 1 �1,� I E 204.4 _ U y 2 �_ 13 CONNECT TO STUB O SANITARY SEWrR _ � _ _ __ _ _ �c _ 32" 1 ►E 202.35 0, 17-) 1 3 I _ _ - - - 2 PSC 2 6LF 10" 4 MANHOLE IE = 195.24 �J 11 92 I + ( a 1 1`_ 14 STORM DRAIN CLEANOUT k 90 BEND IE - 206 05 I I 1 199. I Io z � Q 20LF 12" N- 2 l0 p 15 STORM DRAIN CLEANOUT do 90' BEND IF 206 3,) �I _ 06-0.0050 1011; - �Qc I c� Q I J I I I I I 1159 LF - 2 IF 204.1 10 �- v1 I 16 12"x4" TEE IE = 205.75 Z c 6 of -�3� 6 1N �n a Q N SEE WATER IOOLF 12"N-12 6 90L 0" I '� 1 n I ( I I ^,� _ _ _ DETAIL rH/S 2 1 w 27 IF 20380 17 22-1/4' BEND Q: 7 0 VIII N n j OS-0.0050 OS 0.00 1 SHEE r IF 204.33 I Q U O 1 1 I I I 1E 204.33 2 1061.F 12 i 18 45' BEND n N 1 ( - 2 OS 0.00 I I I I I I w 3 IF 204.33 3 1 3 4 I I I W IF 205.25 `2 1 IE 4 IE 204.4 19 90' BEND n_ d IF 205.03 2 12 a5 I i I I oao I _j ' j 1 204.4 1 �4 ( I 20 CONNECT TO ROOF DRAIN, SEE ARCHITECTURAL PLANS I 198.5 40 LF 06" AREA DRAIN I _ -- _ I I I C _ C` f\ _ s+ _ '__ 5=0.0200 8I F 005 I 1 19 I 4 i 22 9 L.F. 4" DI O S=0.0050 I I '� 1 I 4 '� I 1 /E 204.41`3 7 " I I 80 LF yl^ DI �� I r t I lE2 04.40 47,35 L.F. 12 ADS N-12 O S=0.0050 ^� J I I O OS.� � I 0180` �� t t2"L" ��! 30 24 15.30 L.F. 6" ADS N-12 O S-0.0050 I I �_ _ ``-�. 631, v- 1 13 L.F. 10' t f -� 0• 2 05-0.010 `� "T2LF ?" 5o O 25 37LF 15"DI 25 10C L.F. 6" SAN, O S-0.0100 / IE ELEV. ( 1 '�.� 0' , SP 1 40 LF 10" N-12 IE 205 53 " I aFs0.00 IF 204.91 06-0.0070 " LEGEND .�„ =212.13 �" r OS 0.0050 3 F 10 D 46LF i8" A N-12 I 26 8" X ti REDUCER TEMPORARY 6 10 IF 204.810 OS=0.0050 O PROPOSED EXISTING , 7 AREA DRAIN O2 IE 205 41 �_ j 0 3.0' WIDE BREAK IN CURB & LANDSCAPE FOR DRAINAGE" '7 36LF 6'YPV'C IF 205.61 44LF 12"DI I Y FIRE HYDRANT G9 �� / OS-0.0200 OS=0.0050 " 2 1 28 4.64 LF 10 PVC O 5-0.0050 � ■ METER BOX r!! i �. 1301 �- 31LF 6"W 2 IE 197,56 ® SD MANHOLE 1E 205.61 25 LF 10" N-12 0 29 LIVE TAP EXISTING t2" 0.1. W/12"x6" TAPPING TEE 05-0.0050 AND 6" FLGX44J GA TF VALVE. SAN MANHOLE ` \J 25 o Q_7 /� � `• � � S1LF CONNECT TO EXISTING 6" D.I. CUT-IN 6" MJxFLG TEE � U1 • CLEANOUT 6"P VC W/6" MJxFLG GA TC- VALVE (N) AND 5" MJ GATE �� VALVE (E) 6" MJ SOLID SLEEVE LONG PATTERN ��p PR ` =0.02 IE 196.56 I ■ CATCH BASIN ■ `� O z I I " 5 �INf � 2 111 31 8 MJx6 FLG TEE � �,µ F,p W WATER LINE S '� � o 15,457 fir a \ ~`' I 32 8" MJx8" FLG TEE, 8" FLG GATE VALVE i` STORM SEWER LINE � i `�, °p OREGON A 29 ,� F.F. ELEV.= �---� 8" MJx2" IPr TEE C. SS----- SANITARY SEWER LINE �,__ -' 207. 18 � BY UTILITY POWER C I 34 2" METER W/REDUCED PRESSURE PRINCIPAL DEVICE EXPIRES- 12/31/96 BY UTILITY GAS / 1+ A (BACKFLOW PREVENTION DEVICE) �` `\� i OOLF 6"SAN I BY UnuTY DITCH V ' �r ` OS-0.0100 35 6"x6" TEE Q n -�4 `� IE 195.56 a BY UTILITY TELEPHONE r .---- `` ` � _ 2 z i 36 EXIS77NC FIRE HYDRANT WA TER VALVE i' \ ~ ••` ! N I p Br U11L!rr GAS VALVE i� �� '� (LJ 37 1 1/2" ME TER BLDG I 3 6" MJ BEND ` \ \ ` �"` 2 ,SS 1 ( 38 2" LINE TAP ON EXISTING 12" WATER I 1 BY UTILITY TELEPHONE MANHOLE AS REQUIRED \ `\ 6' BY UTILITY POWER POLE 7� �\ I f C ` 28 L.F. 2' WATE#- ,r- - ` 7 18 If 195.06 '� \ / / / � 32.40LF 6"5.4N 0 T�DS i I 8" G.V. (SEE �l By UTILITY GUY ANCHOR w 109th AVE PLANS) ` / / / •'I ` 05=0 0100 13 / ` �- 24 L.F. 6" SAN t 8" MJ G.v, '�-----.._._8" PEx6" MJ � l / � r/' \ 38 \' TELEPHONE RISER ! REDUCER / / �� 06-0. 00 �- SIGN I 4 ' 8" MJx6" AIJ TFE 11 / / \ 22.07 L.F 18"- 30 m g. c v I / / / \ ADS N-12 8 ► 8` AIJxe, MJ TEE / W v 05-0.0037 29 o BY UTILITY SIGNAL POLE 8" 0.1 AVE I / / � // ` � �. -`., C _ • �. W a Q� W 9 °d PLANS) Z 9 / / / F- 10 G V (.SEE ---'' -1/2" METER BtDC 'C' 109th AVE PLANS) " -1-1/2" METER RD- ROOF DRAIN \ 33 " 1RRIGAnaN. DS, DOWN SPOUT WATER SYSTEM NOTES: � m i I � TRASH ENCLOSURE \ t // - - ----- ------- LL _!J SEE ARCHITECTURAL SITE PLAN Q LIGHT POLE \ �1) :?' WA ITR SERVICES TO BE INSTALLED BY CITY OF T7GARD eo n DEVELOPER rO INSTALL TAPPED TEES (8" MJx2" IPT) FOR u ' SEE ARCHITECTURAL SITE PLAN �. ,} _! SERVICES. b a SCALE uj ALL WATER SERVICES TO HAVE MIN. OF DOUBLE CHECK q ± t_ 40 fJ 20 40 BO 160 - ; R METER tA, a WATER DETAIL WILL REQUIRE VALVE ON SA RP (REDUCED PRESSURE_ PRINCIPAL AL DEWCE). . - " POINT OF USE BACKFLOW PROTECTION IS ALSO REOUIRED. - p� NO'' TO SCALE ( FEET ) -� 1 Inch = 40 ft. ,NEST 7 w 15660 SW PACIFIC C - ? w1 2 4 5 F 8 SIT95-001124 boll 1) -_ � .o.iwr.WA"4i"ItlAp'iY1MiM.."11MIpt:v'TIDY"VIIf111R11"WO""1]iMMt...,r. ..,..w:✓ ,.n.: - .. h AYM -„h.. '�9�y11-" .. r..waw,... .,•,ww. �. ' ............,» ..-.._ .....:.."Y"Y. ,.Y"s.",-,.....-w"+Y,. .Mw.:.4 ..++"..,.. .. : NOTICE IF THE PRINT OR TYPE ON ANY Tj l l 1 III III III III III I I T i l III III V I I I III I I1 IIT III 71�__IIMAGE Iq NOT AS CLEAR AS THIS NOTICE, L !vL__ -.__�'L4 I- _I.6 I . I I�I_ I I_oL.__ IT IS DUE TO THE QUALITY OF THE No 9e ORIGINAL DOCUMEN F r.- I��II�IIIIII�III�II�II�►IIIII�!III��III�I►I����I����IIIIi6�ill�IIII�II��IIIII II►I�III�II�II�I�I��I�I�III�I��III��I�I�Ill�l��llltll�lll�►ill��l��ll�l l��ll�iii IIII�lii�ill�i►li�llli i��ll�llii►li�l�ll�il►illi►illl�iWL IllUu 9 � s __.I� IIIf�Nil I 4'I 1 1 N asQk �/ IX • a e �p �• W r'ii .N n 0N00 83WWnS 1 v sl dl Nn0 � n gZ n L\ -- -- p p d.91 V P, jh 4 oo ,91 ll[` M .61,9Q00 N d \ I I C LAJ H z i �\ (3) I 1 n ZZ QD �' w ' W o a. Q QL �� / � / / // \ • �`� '� � H Q`M1 �e� Q�' H � M1 I Q`1 LLJ C L Q CL •�� \ \ \ _ runr c c - c c _— 1 C c I c C C c - C C C C i Z Q O J ct 0 z o - � t _ fit _ _ it - _ I LJ N _ c 82' -+--- 62' 62• 62' 82' — 6?' tJ }} it I � i � i � tea' - ' rrP. �, / I Q c c c c c c c c i i v, E NATE cT c c— c c c I - I --- -- _ C MIA "1 A co YY11�1d► Yui �� • 1 �. 10 ```�•_. _ •ryL C C I cc ti cc �� C7 Qj r `'�� =`�, �0�6 9 r j // �+► fn. I l C C c I C 00, / 53.. + C C C C I �� IG '� ` `'�,_�,` / � � � I I I i �• __ _ .; E 16.457�\ LEGEND -� JREGON NO PAVEMENT IN THESE AREA, \` • 1 ��'J 's ?s, AREAS C f o/c �ti / EXPIRES- 12/31/96 HEAVY PAVEMENT SECTION' SEE s C COMPACT PARKING SPAc:E \ i F' HANDICAPPED PARKING SPACE V HANDICAPPED VAN PARKING SPACE Ln iL-=NERAL NOTES 1 LJ I 1 NO EXIT SIGN c ALL PARKING AREAS NOT SHOWN SHADED OR HATCHED SEE SECTION .2`___ / / e9 � 3 ALL CURBS WHICH ARE ADJACENT TO HEAVY PAVEMENT AREAS / TO BE MONOLLI TRIC CURB TYPE PER i cri Q_ -C-5 ALL OTHER CURBS TO BE EXTRUDED TYPE PER w _ u 4. COti'NEE� AREAS OF EXTRUDED CURBS SHOWN WITH • SHALL BE WIDENED TO 12" rn � z (FACE OF CURB TO BACk' OF (:URB) Ln j(;,L L a 5. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS o 40 Q :0 40 80 ���� a ti Q: O V) 3 FEET ) 317 SHEET 3j 7 I Inch = 40 ft o C - 3 W 15060 SNN I,l.�( rnlc g w 1 2 4 5 6 SI 195-00024 7ufI I► r: ...,...--W..-.:..�..mw,.�..m:•..Mntiu�..-�,�Wa•wra.'ti:Y. ,,::..,..r;- ��.,<.... .............w. :,: ..._..,__._.�-.,...... ... ..,. ..,..:.�:n,r.�! +; .. , '.t !wirhsprlac.,«,. - .. NOTICE IF THE PRINTORTYPE ONANY Irlr(I�I I�IIIIIII1IIIII Ililf�ilijIjfjI VIII I Illlt�l Illil�f IIIIIII VIII IIIIIIIII IIIIIIIIIIIIIII VIII IIIIIIIII�VIII�I�I�t�i�T�l�flf�I�I�III�I ISI I IIIIIIIII IIIIIII IIIIIII III I I C, IMAGE IS NOT AS CLEAR AS THIS NOTICE, I —ll I �1._ �I�_4I_ _ I_ �L _I 61 I L aL_._e�J I 1------I 11 I TOAL �. IT IS DUE TO THE QUALITY OF THE Note ORIGINAL DOCUMENT [III a�a�B 211111 9�L 6�I L s >g 4LS I' IC TL �L 81BtGTS t 4T 1 t Std LT Tt �t 8 8 L 999 1i S - L ToiIIIIII1IIIIIIIIIIIIII IIII�IIII I1I1�IIIIIIIIIllllllIIIIII►L.Illtlllll Illullll I�II�IIIII111Iil1_llll ��I�IIIIIII ,I1� III IIIIIII,►11��1gil IIIIIII ���� �II,IIIII�IIII ��I��IIII Uhl►(���l�lll Illl�ltl►111Ullllilllillllilillll W1�1�u11u � 11,111411 f• 1 k, i Cam) 3Q ~ �10' MAX. POST SPACING ac 2Xi 1 1/4" TOP RAIL Z EXPANSION JOINT s T 4" CONCRE TE - HALL CAP ro oil 2" Of J/4--O- COMP. RUCK ,� 77�q- ' w 1 I tf _ i ! COMPACTED SUBGRADE CON Tfd C11ON JOINT 2 3�8" VINYL COATED CORNER Ar LNU POST :Q 3 5 I a3 - - -- - - --- "� - - - i 9' I4- ... .. —_ 2' MESH VINYL COATED CHAIN �a Y• - LINK FABRIC tl NOTES: ���� p� �Q� 41 SIDEWALK WHERE SHOWN EXTRUDED CURBS 1 F v AkL( Pativ'Sl E- A 7�P }HE 'UNCKETF 5'. IN �'_. I./T17�— EXTRUDED AND WALK PRECAST ApU7�1NG CUR CURB -�`T-r I 4` N0 5 1/4' X 3/4" TENSION BANG 91 EXPANSION JOINT CURB SEE / SEE T CONCRETE ` 2. PRUVI E XPAN SION JOINT WHE REE N �yNy WOff��K AQBU�JTTS q +-- J CONSTRUCT RAMP AT w/ TENSION BAR AT ENDS - _ !PI AN TER AREA C-5 1 I WHEEL STOP` gXISPOG L CUCTION HAIR APA�UVIDE F F'ANSI& JOINT LOCATION SHOWN � AND CORNERS K=I - 6" L, " 1 PLAN ON PLAN Z 1 3. PROVIDE EXPANSION JUIN1 IN CURB Ai EACH PUINI OF- I ---- 3/8" TRUSS ROD WITH TURNBUCKLE � -WINN _ TANGENCY 1N THE CURB ALIGNMENT 440 to b WSW " W `� --�'- 4, PR NDE WEAKENED PLANE CONTRACTION J0lNT IN 0" UP 12: I MAX -- - CURB AN? ��/LDpEWA((-K A A MAXIMUM SPA('1 15 FT _ TIES 24" O.C. ALONG TOP AND LOCATE COIVIRAC11ON JOINT IN SIDEWALK -OPPOSITE TO I BOTTOM RAI(. �'— THE CONTRACTION JOINT INT THE ABUTTING CURB A.0 PAVEMEN' f BASEROCK 5. S1DF_WALKS SHALL BE- LIGHTLY BROOM-FINISHED WITH - I/4" VINYL COATED BOTTOM RAIL DIRECTION OF BROOMING PERPENDICULAR TO DIRECTION EXPANSION J0NTsuBGRADE QF TRAFFIC _.EPDXY BONA SECTION A— A -1 e� 6" I GROUT k�OSFS IN EZSLEEVE BY AUCIELLO IRON WORKS MONOLITHIC CURB OR APPROVED EQUAL-_ S { - ~ '�''� CONCRETE RAMP 4 -- - — CONCRETE WALL SEE 1? EXTRUDED CURB _ =, ADA _WALK_ c PLANTER z-� &� SIDEWLK - 3 _ — _--- _ `� -5 N + C-5 SCALE: NTS G-5 ! SCALE. NTS C 8 LA.- 31. J SCALE: TS l..A }- NT,� C_� � _ `J o VINYL CLAO CHAIN LINK FENCE ,' 5' ti PC/Pr I SCALE: NTS C-S CROSSWALK STRIPING ROW. - -�` FOR CURB INFORMATION UAP 5' MIN, SEE CURB DETAIL - . ►cz., 8' MAX. a r l i�`ZoE a SECTION A-A STOP SIGN LOCATION (INSTAL 4" PVC SLEEVE / q� ,JNPL P0;1.1.1.11IENT SIGN INSTALLA TION) SEC TION B-B _ Z P MIN i a W c - PC/PT 1-1 2" f I ExpOSURE --�\ -CONCRETE APRON 4 TO CONFORM �K700 PRI VA TE uj W Z COMMERCIAL DRIVEWAY I Q N ROAD PLAN VIEW A A 1L , Z O 3' 6" - - 4, -------4 6" - - ---- T ~ �1'i1 W i �(4;F0•P H' SIDEWALK FLUSH � I crl- a �. 4" P C CONCRETE 2" 314"-0" AGC BASEROCK -/ 25' MIN. RADIUS (TYP ) f / ¢ I SEC'71UN A-n - - FOR RAMP INFORMATION SEE WHEELCHAIR RAMP Df-rAIL NOTES: i. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH !w,-,-1i L F'.�.I. IN 28 DAYS. — FOR SIDEWALK INFORMATION 2. JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAAM,P.-`,avELS SHALL BE EDGED ON 4 SIDES. SEE SIDEWALK DETAIL C 3 5(1Rr ACF SHALL HAVE A MEDIUP%'.%M FINISH. R O W STANDARD CORNER PRIVATE ROAD ENTRANCE OFF WHEELCHAIR RAMP OF PUBLIC ROAD W/CURBS REFERENCL Arcn:)•,T1- j, DRAM Bt IIEFERENCL APPROVED L,i f,RAWN H, GAA CAB WASH CO OW-203 CAB I,J CITY OF TIGARD SALE AM FlLE CITY OF TIGARD SCALE DATE DI'AWNi. NO � r OREGON REVISED 5-2F ..I J DETAILS/MIC--RAMP CA, OREGOM N T S 7- 4 '11 1 DE TAIL 5\PPJT-ENT DA', Q .--�' 4 HEELCHAIR & PRIVATE DRIVEWAY -- - - 2" CLASS B•' ASPHALTIC: CONCRETE. ��' -�, BICYCLE RAMP_ 9 ENTRANCE ._. . -' 10 (� PRgrFf�,� _�_ � SCALE: (SCALE OR NTS) ` C-5 ;l SCALE: (SCALE OR NTS) { C-5 v, `Z OREGON !' -- -- TOP OF WALL ---� YAR A (SEE PLAN) EXPIRES: 12/31/36 L:UMPACTED SUBGRADE \ - - 6" 3/4' 0" CRUSHED AGGREGA TL L r w OR FILL TO 92% DRY DENS/ COMPACT TO 95X MAX DRY DENSITY , �- BA f7 H a ASTM 01557 (ASTM 015571) ( ) 204.40 --._ _ ___ -�-.____ I _ _ ✓E BAR BAR BAR BAR BAR 1� f I o n' ----I H� E3 T A C F. F A B C D E K SEE C-5• FOR FENCE P� I Y A '✓EM� N T _�EC T I 0 N t 7 I N5 #4 N3 #4 #4 MA TL. c�DIMS. � _� I 7' 8" 12" 5' +2" 12" 2.5 018 010 010 018 N/A SCALE: NTS C `� •� ____ 012 I 5' 6" 12" 4' N/A N/A N/A 010 0�8 010 018 N/A 18" N/A 18" I 4' 6" 10" 4 N/A N/A N/A 012 018 012 018 - SLEEVE SE 5 C-5 / I 9' 10" 18 6" 12 12" 3.5 050 �2» 06" O6" 01 N/A F07 90V - 4.5' 1 4" CONT7NUOU.S 3" (.LAS "8" ASPHAL.17C CONCRETE / PERF. PIPE N _ _ -'i 0 5' T m 7 _QTS TOP 0' WALK o / CONNECT TO 1 CONCRETE SHALL BE 3000 PSI MIN. COMPRESSIVE STRENGTH _� ELEV.-206.60 w > O 201.00 /.`� STORM DRAIN A. REINFORCING tiTEEL SHALL BF. GRADE 60 AND MEET REQUIREMENTS 1 12"X12" DRAIN ROCK - OF CONCRETE REINFORCING STEEL INSTITUTE. a u { t 4" 3000 PSI CONCRETE Q 11 0 ---� 1 ', ALL. BARS 3" CLEAR OF CONCRETE SURFACE BAR C--\-\ I 2" (314"--0") ROCK E3AR Do \ 4. PLACE EXPANSION/CONTRACTION JOINTS W\ WATERSTOP 0 40; U.0 ` ? - -- \ -- - BOTTOM ()F WALL COMPACTED FILL 10" " 0 t T ., _�_ � (SEE PLANS) • : c • - - 10" W U - - -I - - " - _ -- - O m Il COMPACTED SUBGRADE 8" 3/4"-0" CRUSHED AGGREGATE - � 1 rD OR FILL TO 92X DRY DENSITY COMPACT TO 95% MAX DRY DENSITY BAR E F X13018" w _ BAR C 0 '03X1'-8" O 18" m c� (ASTM D1557) (AS TIN 01557) r r n - _A -.---- �C UNDISTURBED MATF-RIAL. '�� z z p~p - K...__�_� _ WALKWAY SECTION 1a ,2 IJill d. o Z HEAVY DUTY PAVEMENT_ SECTION 8_.� R T�1ININC� WA[_ L SECTION l- SCALE. NTS C-5 a 3 SCALE. NTSC 5 / 11 r o. — _--- ,HE.FT5/7 ' SCALE: NTS --- C-5 T F 8 SI F45-00024 RufI11 ul c1 15t�h11 S\\ 1'\('ll'1(' E w 4 1 5 I 6 I I 2 ... ,oipi,.... ti .. .. .. .... ...........-.. .. :, ....,.vnY!.Mar...: .. "fl'f'^f'^:.s.wq*v.,•M»+^'�M^`^+.4nw..r....... ........_..+.........•..�_.._....+r..+.......,... .,-___..,.._. NOTICE IF THE PRINT OR TYPE ON ANY III !I�1 _1I11 .I_1II III IIII IIII II IIIA IIII IIII 1I IIII IIIIiIII 1IIf�I__II�III�I_I_I_II'I IIII IIII IIII 1IIIIII IIII IIII II�I III IIII IIII II I 'II IIII IIII II��IIII IIII IIII IIIII IIII�III�III�III�VIIII� �-- 611 1 ` IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 4 � - —' IT IS DUE TO THE QUALITY OF THE _ _ No 3e Pr'���?-"' ORIGINAL DOCUMENT £ Z 8t1111 LZ 96 L 48 fi , Z TG L 8l 8t Li 9t 4t 6t £T LT it T 8 8 L 9 9 1` £ L tmuu ill IIIIIIIIIIIIIIIII IIIIIII IIIIIIIII Illlli IIII IIIIIuu IIILIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIII IIIIIIIII II IIIIIIIIIIIIIIIIIIIII IIIIIiIiIIIIIIIIililllllllillilill►ill I il�lil llillll��1111 ��II� IIII►NI► r k - s v N v� vJs Dt 9� a III y r ,o FANG- Z e VIE, A A . ..........�:::». Li .�.�.�,.. __.. PLAN �IEw ._ NONSHRfNK �1 GROu T PAVED AREAS TEE PLUGGED CROSS WYE PLUG OR CAP 'ANDSCAPEu AREAS �% / 1-4* AC IN 2 LIFTS ' } , . liY�: <y, '•. `. �✓ SAW CUT V 1C{�T PAVEMENT t AL I F r c © 11N. MIN. J 12" p NON HR K i(( (i �-� NO R K �- A A gCKFILL _ SS '�v i� +y. tN C SS g � O GI7ou T < 9 rc'R 'ou T A� RFourRFD :r 6 INCH 4 t MINIMUM 0 FLOW © J Q FLOW o �g p L ( `\:, a BEND PLUGGED CROSS r E RENTATINN L5hgAPeZZ1E1�CAf' NUTS/ fO FROY �T l' 12 IN. MIN . . �O1NO1" OPPPOS�>F AFL A T A T tOP OF _.. _ .. /� CLEARANCE i NUT _ _ _ , - GATE VALVE TYPICAL APPLICATION OF THRUS T PLUCKS — w,. SPOT SLEEVE TAPPING °''+� ` 2" OPEN GRADED ROCK c ; �{l © � W - APyyppFRRR FIRI�L�L� SADDLE ASSCMBL Y Mt�V�ITNMNTS CEN lU�R O S%f ig '\ -- 4 1PUMPER " + � NYZAURR'AI N1 H SEAIALL�N XT 6" SUB RADE COMPACTED IO7C. n- Z r �N'0"R E JJ NOTES: � " - �� - CENG 5 R�Er WAT R � � MAX. DENSITY; AASHTO T-18P 1.) CONCRETE THRUST 13LOCKS TO BE FORMED AND POURED A'�AINST UNDISTURBED SOIL. OR ACCESS.) MAIN J W 2 ) USE MINIMUM STRENC;H 300(' P,S.1 CONCRETE AND KEEP CONCRETE CLEAR OF JOINT AND NOTE: �-_ SECTION A-A l.�J ACCESSM• r`S. PRCrECT JO/N,S AND FITTINGS FROM FOULING BY WRAPP+NG THEM LOOSELY RE.AKAWAY BOLT OH ALL HYD. THREADS TO 9g N.F.P.A.194, O LANGE SYSTEM NA'IONAL STANDARD FIR HOSE WITH 8-MIL, POL OETHELENE SHEETING PRIOR TO POURING CON,:.RETE. L+.l � 3.) IF NOT SHOW.' ON PIANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS Ir4DlcATED -� FIRE DEPARTMENT CONNECTION FDC DETAIL C) a. BELOW, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURES AND ALLOWABLE SOIL BEARING STRESSES. ---1- NTS FOR 12" MAINS USE 12" TO 10" REDUCERS OUTSIDE OF VAULT 4. ) BEARING AREAS AND SPECIAL BLOCKING DETAILS IF SHOWN ON PLANS A,'E PRECEDENCE - USE TRAFFIC BEARING LOCKING STEEL COVER (332P) OVER BEARING AREAS AND BLOCKING DETAILS SI-;OWN ON THIS STANDARD DEIA,!.. THREE COVERS FOR 712-LA N 5.) THRUST BLOCKS FOR PIPES 6 INCHES IN DIAMETER AND LARGER SHALL ALWAYS BE FORMED SIDEWALK- � �------1 VAULT © - ETRE DEPAR7�ENT CONNE�TlON rFDC) GRINNEL 'j V' � =' p TO ECONOMIZE ON CONCRETE. -- MODEL F717 90? WITH REAK BLE CAP, z o 6. THRUST BLOCKS SHOULD NOT BE USED TO RESTRAIN PIPE WITH OPERATING PRESSU,lES GREATER CURB' -- vAL�� OX OR ENGINEER AP�ROVED EQUAL. �l F"- I— 1 THAN 250 P.SJ., USE RESTRAINED JOINT PIPE AND FITTINGS FOR ALL HIGH PRESSURE APPLICATIONS VARIES AWWA GT502 y-TANUAkU AS SPECIFIED D.D.0 SIZE UTILITY VAULT (NORMALLY FACING STREE- OR ACCESS) �'- w N HYDRANT BARREL CATALOGUE # l - 4" SWING CHECK VALVE UL/FM LISTED. MUELLER CO. V) T,�gLF- 2 i— b" AATE VANE AWWA -_ MODEL A - 2120 - 6 OR ENGINEER APPROVED EQUAL. O AJECHANICAL J INT TF+ C- 00 MJ .0 FL G. BE BRING AREA OF THRUST BLOCKS IPJ SQUARE FEET 6 M GALLUr, ppI APP ^'✓E 4 IN 67,5-LA - DETECTOR DOUBLE CHECK (D.D.C.) VALVE BACKFLOW a �* TEE PLUGGED EOU L THRUST RES �IN� ---- PREVEN77ON ASSEMBLY. HERSEY MODEL DDC 11 5 IN. 676-LA OR ENGINEER APPROVED EQUAL. FiT77NG TEE, WYE, PLUG 90' BEND ON RUN 45' BEND 22 1/2' BEND '1 1/4' BFND e / ---- 0..;.&Y. RESILIENT SEAT GATE VALVES, UL/FM LISTED SIZE OR CAP PLUGGED CROSS Al A2 8 IN. 687-LA MUELLER CO. MODEL A - 2078 -6 OR ENGINEER APPROVED EQUAL. *4 1. 1.4 1.9 1.4 -�� -- -- " H rYrpAN T LBOW 0 T - FLANGED TO .J. - -- !` WA TE 10 IN. 612-LA © - MJ GRIPPER GLAND OR ENGINEER APPROVED EQUAL. 6 2.1 3.0 4.3 3.0 1.6 1.0 - MAIN - --- 8 3.8 5.3 7.6 5.4 2.9 1 5 1.0 EN,,TH I MJ X MJ X F(G. ® - WATER PIPE DEPTH 1S 3 FEET MIN. A GRADUAL TRAN377ON TO D.Q.C. HYDRANT TEE DEPTH IS REQUIRED. D.D.C. DEPTH WILL 'VARY WITH D.D.C. DIAMETER. _ AD DP TED FROM A P.WA. STD. NO. R2 (SIT_F. VARIES-SEE PLAN) `" - 4 IN, DIA. STEEL PIPE; NPT X COMPANION FLANGE N O 1F: PER THRUSCHEDULE1. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING 1 X 1'" X g STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE_ BEARING AREAS FOR DIFFERENT TEST (IF NEEDED) I PRE CAT PIER BLOCK 1� - INSTALL TAMPER SWITCH TO VALVE, RUN WIRE IN PRESSURES AND SOIL BEARING STR�SS`S, USE 1N� FOLLOWING EQUATION: y/ 1/? CU. y� 3"-�3�4" CONDUIT TO CONTROL BOX INSIDE BUILDING. BEARING AREA (TEST PRESSURE 150 X (2000 SOIL BEARING STRESS) X 'TABLE VALUE). 15" X 16" X 8" PRE-CAST �rff� �CKI( BEL PIER BLOCK t C * USE 4" VALUES FOR 3" F,T7INGS, THRUST BL. COCKS HYDRANT ASSEMBLY _ 2 DDC TVAULT �3 SCALE: NTS "C-61/ SCALE: NTS C-6 / SCALE: NIS C-6 I 1 o CLQi � sQ "P, 16.457 9 T-BACKF7LL 2x4 -� OREGON \ STANDARD CAST IRQ�JY / AGAINST PLUG TO FINISHED FRAME AND COVE� � PREVENT PLUG �9y \ i GRADE '� -L BLOWOFF & SECURE +��0 C paJ�/ • 2x4 IN PLACE WI TH 7' TPVM'T' _PVM'T -D.I. BEND '� GROUND / TRENCH BACKFILL EXPIRES: t Z/31/ 6 APER TAPER - - - - SURFA CF j{ f I 40'��2 ABOVE SURFACE AS NOTEC / t� s -D.I. NO A TER Tl GH T PIPE PLUG HUR BEND •'� ! AL, '' -s 8" DIAMETER SF_ROCc CONNEC77ON o - DRILL 1 2" DIA--""�A 6' COINEC 0 �� PIPE RISER - PL.ANT FABRICATED - MAGNETIC TAPE MARKER: ____ TEE FITTING ON SEWERS GREEN w/ BLACK LETTERS Ll DETAIL 18"AND SMALLER FIELD 'WASTE WATE?) THREE SIDES,WEEPH LE N _._.. CLEANOUT i \ -REMOVE FA 8 BELOW RIM. -FLEXIBLE /� I TAP ON EXISTING SEWERS GREEN wj BLACK LETTERS 11 � CAP -.----• PRESSURE TREATED FLEXIBLE COUPLING AS 2"X4" WOOD MARKER- AND NEW SEWERS LARGER (STORM DRAIN) PLUG 1 ' r' COUPLING REQUIRED / SEWER PIPE PAINT•D ORANGE MAN 18" LYNCH TYPE - ADAPTL-R NDS-3C15 INSTALL TAP i CA TCH BASIN __ D.I. PIPE- TEE -- --. PER AL T. 'A' / Ul Gf?A lE UR ARF�--- SPOOL � � 1.E. _ t� /'l -- •- ---- __._ FLOW OR 'B' - APPROVED # AS NOTED C - ----- --a _ EQUAL II - SEWER MAIN '�— m / __J SEF ABOVE 17OP OR LATERAL BUILDING SEWER PIPE, 4" MIN. 3 4"-G' p+pE ZONE AND AL TERNA TE I ` + SIZE AS SPECIFIED � � 0 Q I C.R COM ACTED OWv E� �'-- SEWER P,PE - 2 - 0 BACK ILL MAF RIAL C0A4"ECPON / MINIMUM SLOPE FOR BEDDING BA CK WATFFi' VAL# / SQUARE - AS SPECIFIED DETAIL 4" P.V.C. NDS-475P ZSLEEVE, SIZE A REMOVABLE CAF - 6" PIPE 0.010 FOR 4 �:I a NOTED ON PLAN OR PLUG SUPPORT TEF WITH 4" PIPE-O 020 3/4"-0 PIPE ZONE v d BEDDING GRA VEL, MATERIAL AS SPECIFIED I ! G MINIMUM 2'--0" WIDE ; n C ATCH _ BASIN_ (LYNCH TYPE) 4 BACKWATER VALES PIPE TERMI NATION BUDDING J E WER _ 7 SCALE. NTS C-6 SCALE: NTS C-6 SCALE: NTS C---6 l SCALE: NTS USA STD. DWG. NO. 300 C-6 CD LA rn Li \ 1 Z Q NN V 3 CJ Z iJ 3 r,, C EL ; HEFT 61,17 v I56611 S%% PA('I I.1C w 4`<' N 1 C - 6 4 SI 1115-111111 1 '11�t111 I,. S . :.7,-fi 1.,,,.,.,• , �:•. . 'rf �k� ,'1W.:.6af.,.,,• o,:n.. a .. reac!'•.•eog11111V'4akr ..+"N"1�k'ry'"- .,. '1!"r'"rraf4lA111' ,..", waf+her.w. . . •uiaw.nn.w- .. .. ..• - .IW'h. 1IErN '.. �'rtrSr V"lRs+�' �+pI+MN7YiiRw e• awr,: ..�«... .v... 1... ... .- ..,. a. .v ..,.. NOTI(,E IF THE PRINT ORIYPEONANY I�ITIII IIIIIII IIIIIII illll I IIIII�I C II I IIIIII VII I IIII�I VII I IIIIII III I I III)I�I IIIIIII IIIIII III�I I IMAGE IS NOT AS CLEAR AS THIS NOTICE J 4� I � _s111111.1111111 T141- IT IS DUE ') THE QUALITY OF THE _ _ No 3e sl!:��_" a5 ORIGINAL DOCUMENT I►II illlll►li�i►IIiII i�illi�Illi ilii Ilii iul1ulilllluliFE1111111Ii iuIIIIII IiII�IIIiIIIIoIi iuIIIIIi'1111141911 iuIIIIIi iiillllli ilillllli iiiiliiii iollluiilo Ilii ilululi.iolLuli ioII�I�I iilllllo illlllul`,ilio io�llu Q 1 ��iiuliu ►��1<<u�iiiiiNi, nl Ir n ,A t MI t 1 ��• ar r z � r i 41,i Ji � t � PROVIDE C-6" SQ. BY 4" CAST IRON COVER WITH AQ[A . THICK CONCRETE PAD , WORD 'WATER' CAST IN TOP SURFACE IF SPECIFIED m MOUND -- L REMOVABLE WATERTIGHT— REMOVABLE THREADED COUPLING OR FIANCE CAP WITH 12.15" DIA. .8.30' DIA 0! HAND TAMP BACKFILL/ •- DRILLED ORIFICE MOUND DRAIN ROCK AROUND TOP SECTION F PROVIDE 05' , 15" 0.; P. - 1.5 COVER6" MIN. - CAST IRON TOP SECTION 10"* SELECT NATIVE 24" DEPTH SELECT GRANULAR 12" MAX. C� BACKFILL BACKFILL O 95fi DENSITY — v i VARIES, SELECT GRANULAR \ CAST IRON BOTTOM SECTION. BACKFILL O 909E DEN:;JTY 12" 90' BEND GOWN MAX.6" ELEVATION PER SECTION SILT CONTROL GEOTEXTILE FABRIC 3/4"--0" "12MINIMUM SELEC T GA TE VALVE GRANULAR4" PERF PIPE VALVE SIZE AND ENDS MATERIAL _ ® AS SPECIFIED ON PLANS 095X DENSITY - _4 MINIMUM DRAIN ROCK g . NORTHERLY POND TYPE B OR C (1-1/2" - 0") Z PIPE C`'�_ 0 C) TRENCH i 1 TRENCH DRAIN _2 � GATE _ VALUE _ _ 3 ELBOW RESTRICTOR 4 Q SCALE: NTS C-7 N.T.S � __ -- ----.-_-��C-7 I SCALE: NTS C-7 ,J N.T.S. \ C-7 J F FLOW E E w W 0 _ FOR INLET FRAME 4 Q AND GRATINGS O Z �B LL RS) SEE OE TAIL 8 F LLJ �.1 PLAN CONCRETE TO BE O Q 7 112" 3500 PSI, LLJ N 2" TO 4" S1_UMF' Q C ' FLOW 1 0 Q 30' 404BLOCK OUT LOCATIONS LOCATE M.H. COVER AS REQUIRED J Q O p r r rl AND FRAME OVER 5/9"x2 1/2" 1 Z O BOTTOM VARIABLE I LEDGE OF AT SO EDGE FLAT BARS �9 - 2 1,��'xr;4" OF DITCH PER PLAN i i LEAST 12" IN WIDTH A A ~ ~ w N a SQ. EDGE FLAT BARS A + i I V L PLAN 5/8" ---90+ 3/4" 5/8" , L — — — _ _J II �� FRAME &c GRATE AS I SPECIFIED-BOLT DOWN 6"MIN. 6" 2--0" 6" - 6"E-- -3 3/8--I 6" SECTION A—A 3'-0" •• '-3 1/ FLEXIBLE COI IPLING I `�+ GROUT- T NOTE: 7 i MATERIAL TO BE NEW STRUCTURAL STEEL, SECTION E—E ,E CTION F—F REMOVE UPPER A.S.T.M. A-36. 00 . 4' 7" FOR OVERSIZED HALF OF PIPE CAST-IN-PLACE •• 5' 7" FOR OVERSIZED Li INSICE M.H. �' \ BASE 12 GRATE AREA DRAIN AREA _DRAIN _ �� 9 SCALE: NTS C-7 N.T.S. �`�--7 SECTION 8-8 x, STD. CAST IRONMATCHED 64" MIN. COVER AND FRAME _ 02 UETEvTION RESTRICTOR I.E. 203-14 OF GRADE � ORIFICE DIAMETER = 10.68" OF S TREE r SECTION A—A w a SEE DETAIL AREA DRAIN & GRATE " --- -- -`------ �j V1 4 MAX. 27 FROM SET FRAME IN C-7 SEE DETAILS eC79TOP OF FIRST STEP NON-SHRINK NOTES: ALL PRECASr SECTIONS SHALLv'G'-7 TD TOP OF CASTING i GROUT CONFORM TO REQUIREMENTS OF ELEV. 205.40 *ELEV. 213.0 j \ ASTM C-478. ALL POURED IN 6 ELEV 205,4 — I •ECFV. 213.0 STANDARD 48"---_�� \ �--ECCENTRIC M.H. PLACE CONE. SHALL HAVE A 28 I M.N. RISER � \� TOP DAY STRENGTH OF 3000 PSI & \\ 2 -4" SLUMP, NfF Sfj�� STANDARD CAST IRON 3 48" FOR PIPE PREFORMED , �'16,457 FRAME &r COVER 204,4 p 30• 1 — ,,, Z 24` OR LESS PLASTIC A.C. OR FINISH GRADE_ \ WATERTIGHT PIPE PLUG *112.0 20" OR LARGER \�" FOR PIPE _~ �-- GASKET OREGON \ ?.03.14 I Q — STD. M.H. �kol �16. 4-1/2' X6" 8 ANC HOR BOLTS 2" SQUARE CONCRETE BLOCK *211.53 FRAME do COVER " -�� • FINISH GRADE EXPIRES: 12/31/?(v " WITH ANCHOR BOLTS B B PAVEMF_NT-.1 PIPE O.D. +i i� CLEARANCE SPACE CLASS "B" BACKFILL AS 10 VERIFY SET IN BETWEEN CONCRETE �� SPECIFIED FOR A MIN. OF 6" I CLEARANCE CONCRETEE&r ~�_� BLOCK AND PIPE, AROUND CLEANOUT 20 18" OUTFLOW PIPE GROu r \ 12 1 COMPACTED - GROU r T PACK WITH FELT OR 2UFi• .12" OUTFLOW PIPE ---� 3/4"-0" PRECAST CONC. a OrHF_R APPROVED _� �� CRUSHED COVER � f2" MAX. FOR-- � CONC. PIPE ROCK ___..._— ~ +--�-+- MATERIAL 4" P R 1'IF[ FULL cCNGTN OF- Fc�rdD RO D �-- FQEFORMED PLASTIC CONCRETE I I,E. = 200.50 I GASKET ;* CONCRETE I� - �o � � 6 -0 MIN. _ L " MIN. EAR INENCATURBED } *l.E. - 207.50 \ ' V) �E =_ ?.01.00 INSIDE DROP MAX REMOVABLE THREADED CAP *1 E. = 208.()0 2'•-0" VERTICAL MAA SIZE AS PF *N Jti PLM INVERT TO INVERT 12 WIrh DRILLED 1 -+=5' DIA. ORIFICE DISTANCE, `_ LAYER FLAT TOP FOR SHALLOW I i -.----.- " i E COMPACTED MANHOLE OPTION BASE MATERIAL .• DRILL ORIr ICE NEAR CROWN * NORTHERLY POND SEC Ti ON A —A 314--0-) OF PIPE m I Q w ' W > t( C Y 0 y Q: I,i !,� l I FLOW CONT-ROL STRUCTURE SECTION "� STANDARD STORM DRAIN MANHOLE , ;_ STANDAF-, HJT 5 b C-7 SCALE: NTS USA STD. DWC. N0. 010 & 020 C-7 l SGALE: NTS USA STD. DWG. NO. 010 & 020 --t C-7� I I ca m } (L I� 'I Il W (� w z '- a: a Zt L I 1. i SHEET 7/7 j 15660 SW PACIFIC .� 7 a 7 8 S11115-00024 100f111 wrwlu? MM ..... _..,.."..n..e.. .s+..o..nm,xu.,..w.".wwmr'....-....,..."r..u....,<n....,.r....a...r-,�...,m.,.r,.�.Kan`'t„u.»z ..M,.�.. ,s...� .._.....,....____ ....._..........._....._.. NOTICE IF THE PRINT OR TYPE ON ANY 1 1 1 III Iil III III (I I I I I i l III 1 1 1 1 1 1 Il 111 111 l l r l lr 1 1 1 '! I (l l 111 111 III III III I I I I I I I I III III III III III III I I I I I III 111 I IIII 111 III III III III IIII I 1 / r ! ► _� _-_ IMAGE IS NOI AS CLEAR AS THIS NOTICE, 8 xg �_! 1!_� IT IS DUE TO THE QUALITY OF THE _ No ae ORIGINAL DOCUMENT �o�S �L 8t L��t 9L �Z 6Z 8 t IL oL 8t t.1-11i ��4jt 'I �iII�III�llllllll1llll�llll1lllllulllilll IIII1IIII 1111111�11111.111111111111111 IIII IIII IIIIIIIIIII�ili��ll11l1liIIIiII�IIIUIIII�lllllllll�lllll�lll►IIII�III' Illll IIII�►II► �I�I�II