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15060 SW SEQUOIA PARKWAY Lj co � fit GRAPHIC SCALA I0 c30 is 30 so 120 0 0 04 ,n �\ (fo . _ , 0 00 Z LX IN FELT ) p N m r^� \ ` "` . '` �', " .." �iTt •- ._... .""_ . .',�.. _ I inch 90 ft C7 M \ � I � 111 � \` �. V....w� _._-..._.+•^••..' f •."`++....,1, a: L�.I C M d LEGEND W Q LL- I REMOVE 2" WOFF• ASSTM Y. ,w_ t$1 "-�. ` ``_-- �- .. . -- �j ■ CO NET To TING 8 DA " "° -``•-� -- _ z � t_ r { { ! ®�I WITH 8� D,,I. (8" MJ S \�`' �`` .� ---��... -_-- --- --- -- _--- o -. �•--•.._ EXISTING WATER LININ � O _ SLEEVE I_.P.) , Q5, . -._. ». z to a n ! l I j=�IN�STALL t3 J 45' ND v\ `�. 180 PROPOSED FINISH GROUND W 0 c" __._... .. .._.. . . . ----�._.� PROPOSED FIRE WATER LAJ o C N I " �' -~ ." PROPOSED DOMESTIC WATER Co v>N s w a ^ .._ N 4 PROPOSED PUBLIC EASEMENT Zuj } 3 4 \ wM EXISTING FIRE HYDRANT � r~ (� pip Vr FH PROPOSED FIRE HYDRANT t o \ a \ . FDC PROPOSED FIRE DEPT. CONNECTION � U o a a. NOTE: SEE SHEET W2 F,)R WATER DETAILS, NOTES ESTIMIJE AND MATERIAL LIST. l \ �f END INSTALL 8" M 45' B Cid _ C _ ,. •. '' ., M1713.30 RIM -17F1.3C} .� :,r; r... _ .._......_ �� �_��� R1. / - � WST'ALt 8 .I. PIPE STUB •�- 8+C TO SOUTH 8" MJ x 2" IPT -�A ER BOXFF . .� Q� z �"'_ _ MARK LOCAT ON OF BLOWOFF . .. to V) ~\ W/ 4"x4"x8' HINTED BLUE. � O Q 0.� rr.• ^` `tai r . ---. w! r rr�. r"• •"-~ ""ri ri r .,j - w i L. 0 WZ I �ljjJJ hhr/// INSTALL STANDARD ✓J 0 Q j FIRE HYDRANT I ( I ASSEMBLYlit- 1 4 �- Q Y „;`, FDC I C:� OleYI r t' I ; _F— —— — — — —— — —— ORIGO I i d 1 .�, . PROPOSED BUILDING 235 -�rf t I 1n . . `\ EXPIRES. (?''50 4 for OFFICE DEPOT - i A'^ , ? DATE. FIN. FLR. ELEV. 175.95 i / r/ 2 4 �4 DRAWN BY: �l tii i SAS CHECKED BY: o MAP I M _ - I EDITION REV ! ” r� CLOSING 2 COPPER WATER .-- e �. „ ,� � �C ::t SERVICE (BY TWD)11M ,, :.. �*� DATE: . ._... ..... _ ...._......_.__ .., �'j•' •1 i'' 1'71 _.,_.....-..._......,.,..,.w..,...,....,".._....._-..., . .._..._.....M...... ..-............ ......_.__ ..;•:.�..•-• '"����•",�..:.�%'•. _ __„ :..::..�.,a..... _•_._ .E3Tk6CfiS T .E)Ei5'(. . -- WATT 9 -^-�'" r c', '-- '" -- --_ Nil- CJ .-.._. .'•.•r`.+.•.., 'v,,.,,....,«`` ..�, "l •�, _Mr -; M.r"".'!�A 1{��.,w✓,,.' r - NT sW:..✓"r^'+ " `r„/'i�f'.r "r.✓" .. ..r ,,,,..,,,,..,..r•"'". - w`� ✓ ^-%'%„�./+" •' - MAG�LivrY. ENC,IfIFF*MVO INC. NW __ +.. ,.. ,..._.w M . "r !` ' `-^" "�•r " . © t984. Ali mrutS RESERVED w s ✓ ✓.. .... J iitSE DRA1. SS ARF THE PR ^rRTY r. MACK ZIE .r. OF EN ENOIN Nu SNC �M E I. _ r AND ARE NOT TO U b OR REP�C " ,,..-,..5 ^l �� ' ' 1 . _. DUCED IN ANY MANNER XCEPT h. f e THE PI710R WRITTEN PEFfM SSION y�M.l.7, �n _. ' :_.. w._ ° PT f=� y � �� SHEET �,_ -Y U _. ^- :�.. t. .1 ` .IA1'Sfiki-J*"-M IRRIG (BY EE Y r __.. .. .--. ._\.c r• .T ""f INST-A -1�",. (BY TWD) _- �_ w,6`Cr1EER SYSTEM PLAN C� AA ._.. __. , - 1" 30.0' OF 2 ' � ,. _- i Y•.,�;.•-"' _. --r-- �""' -�'" ,may JOB NO. U ' 293457 _ _ - .. .. ....•_ ....._.-...-....._...-............_....__..V. ...r EQUOIA FKWY., 15060 �'� :IT 94.0010 tOF9 . .a..w.1,v+m.w..MiY.rOAri,1w.1+r...wrwAV.......-•-..w•--.....e.....!g..•-.,,,,,<r...+. vw:rn:...u.....w.,,rnve'/z•,-N,.eCcv-s,maemC.rcrtr.lannaw.nr-xr.-.....,..n........»e•._.........,.....,..,...,,,..! ...,•......,.i... . _.. ._.__. •----------. _...... _..... . ... ...._ - _ - --•........_.....•_ . . _.. .4....r......o-.q......s..^,....wi.. ,. ........ # ,:• ��aeaNG. , TAT . IF THIS DOCUMENT IS LESS ��1 I ���TI�T7i�T .� �r YTr�r r1 Tr Tri1TrT lrflllr tTrrT T -T Tr II1�7P1-111LIJIT TII���1111�jT7 T 30 1995 LEGIBLE THAN THIS NOTATION, P117F ' J 7-- 5I 7�_I_ _. I I _�__ T1�� 11L_ I � AUGUST 1'1' IS DUE 'I'O `I'Hk; QUALT'T'Y OI' No 36 'CHE ORIGINAL DOCUMEWl'. �1: gv I gZILZ 97, Z 6I 8i GT 9i Si t i Fi7T ii i 6 L 9 9 E 7. a� u��lIIIIIIIIIIIIuIIlll I� � � � ��I�lll► II�� llllIII II I II Ill II 1 l l� C� _ :f... r rp:- .,. .nr•Y-}F!".N 1a',• j; .r � :.' '.�'. a .--� j.2` , -. y w • , "ivy a. ..... _:.- i._ 7: 4 -x _. a "r�.i e�����,. brie ,�3i_ ,.d%. Z. .. 'e•� tx. m ... .>._. ..1 � .:1?:�ra r,.f^ w1L ,.. . �'.!fA `- !IY.,,il.d/., r� r..,. _. . ..t r. .x.r uj CONSTRUCTION NOTES: 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PPIOR TO BEGINNING O - r CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TIGARD WATER DISTRICT (TWD) STAMPED APPROVAL ON CONSTRUCTION PLANS. O wioQ 2. THE CONTRACTOR SHALL MAINTAIN ONE SFT OF TW'U STAMPED APPROVED PLANS ON THE O c cn CONSTRUCTION SITE AT ALL TIMES. z 0 tri I 3. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP N A PRECONSTRUCTION MEETING, TELEPHONE (503) 639--1554. o 4. ALL WORK SHALL BE IN ACCORDANCE WiTH AWWA STANDARDS. O Z � a 5. ALL WORK WILL. BE INSPECTED AND APPROVED BY TWD. 6. ALL PIPE AND FITTINGS WILL. BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT W . +- o ff DUCTILE IRON, CLASS 52. Z we » 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIRHTS-OF-WAY. :Z C4 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" 4F FINISHED GR;%DE, OTHERWISE VALVE z .';_ in OPERATING NUT EXTENSIONS WILL BE REQUIRED. W 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. nF BEARING SURFACE ARE REQUIRED W L_ o O N AT EACH TEE, CROSS, AND BEND LOCATION. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS REQUIRED. 6" FLG. x MJ QATE VALVE, 6" M.) Y M,' HOLDING SPOOL, AND A MODERN MUEL 13ENTURION Z � � � 0 FIRE HYDRANT, A-442, 6 MJ, 5--1 - MVO, 3-PORT (2-2y2" NST HOSE CONNECTION, 1-4Y2* L+-1 to • ,a�• NST PUMPER). 1� PENTAr OPI''RATION NUT, OPEN LEFT•, COLOR: YELLOW. Y a V) C o 11. EACH FIRE HYDRANT SHAD INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 CUBIC f`� YARDS OF CRUSHED -- DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAIN M Q > 1: � ROCK TO SEPARATE THE RO K FROM EARTH COVER. M U G n. cL 12. ALL SANITARY SEWER `INES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET '7" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WI'�H AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. � STATIC PRESSURE = 100 psi. 14. ALL MAINS SHALL 9E CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. } BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. ..... 15. TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT OY OTHERS (OWNER). 0ffNER TO PROVIDE 4) z PRESSURE REGULATORS FOR 1h" AND 2" METERS. LOO O V) I..•- 16. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVP,#TION DEVICE INSTALLED AND TESTED BY OWNER. 2" SERVICES REQUIR'Z A MINIMUM OF A DOUBLE CHECK � ALVE ASSEMBLY BEHIND THE METER. � •�i••• W 17. UPON CnMPLETION OF INSTALLATION OF -THE WATER SYSTEM, THE CONTRACTOR OR OWCTR WILL ADVISE TWD OF THE TO i AL CONSTRUCTION COSTS TC WHICH WILL BE ADDED 10% FOR TWD INSPECTION:S, WATER LOSS, L- 0 ui 8 OVERHEAD, ADMINIS-RATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING *AS-BUILTw 0 - DRAWINGS. UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. t•-12" 2-" BRASS AMEMCAN WOE, AWWA APPRON'r~ � � � Q La : GATE VALVE • WITH 2" BRASS PLUG (K _� :� 0 TIGHT ) +� PAVEMENT 1 " CO tJ► _ 6 Owl I HYC�AWM TO BE MODERN MUELLER CENTUFaON A-442 , 6*IM1 J 5 V4"MVn, CONCRETE lu,n r om" ! 3 -TWO 2 I/2° NS"� HOSE AN6 ONE 4 i/2 Ni: PUMPER, TRAFFIC BOX � ?�s• � _,�.� eQ ENCANEER S CESTIMATE I VZ PENTAGON OPER,611NG NUT , OPEN L , COIR = YELL.O'W. IN FRONT r. w . J"T . OF CURB III-- 4 NiAX if �_�. 4 fill r rR ! MiN. 467 LF 8 DI at $24/LF $11208.00 0. M :��`¢ I� (1) - Pemove Existing Blow Off at 5250/ea. 250.00 s 2 _Q 'a° • r y� ;,,; (1) -- 2" Blowoff Assembly at 5300/ea. 300.00 A BEHIND BACK 4F � � 1 - Fire Hydrant Assemblies at X1800 ea. 1800.00 CURB,ASO/OR � � =-` O yd O SANDSED TO i .o`.I P. TOTAL: X13558.00 , , BEHIND BACK OFOF �' .r. ti,�t�,�► SING. AL.K TOP �✓vP7�r ( �.wa•� 1 Ir a ' C� -O 2• COPD 11 1 __II - I . - 1 1.— Ii1 ' :3 ENGINEERS BID ESTIMATE V ER 90 ELL MIN i 4 asz M RODDING 1 Contractor's Brd (Esti-lated) $1'4SIC,00 • Z COPPER PIPE � aR�c.�r y GLaP,J I _ ,'� TWD (12% Admin., Ove t-head, Engineering) 1379.00 K_ HARD 4-i�IiJ x 2 IPT ` -( - Engineering (GX) 689.00 PLUG/CAP CONCRETE STRADDLE TOTAL: X13558.00 CAST IRON VALVE - BLOCK ! BOX ASSEMBLY 1WL. JE-SAC �4PPLICAT10a i " • " � r,R - ---- � TWAL AL �^OS"1'S DAZE: { LESS I8" , MIN. IO"_-• "'i�P 1►'iEVI' i BEHIND BACK OF CUR13 AND/ 2/4/94 PAVEMENT ion OR BACK SIDEULK Pipeline $13558.00 - 1/2" Meter at $4,940/ea. 9880.00 A•. DRAWN BY: i PAVEMENT 1 I �• _ �' 1 -- Sprinkldr Connection Fee at =1250/Aa. 1250.00 SAS t,�. .;r;1 TOTAL: $24688.00 MAP CWER DRAIN RrJCK 6"FLG x 3G° OF �•w " ° ea TJ x 2 IPT P1 ue WITH TAR R PAJ GV 3/4""O •iOR Mix 2 IPT EVISION I e zE RA�PAPER BRASS •4 PLUG i CAF. MATERIAL LIST EDITiON !� • ea . • AMERICAN °O• a CLOSING ' � ... MADE . AWWA A�PRdVED GATE .= DATE: ( VALVE. W1;TH 2 BRASS PLUG ••', 4 I;( "P 1 II 8" TJ OI Pie Close 52 467 LF. HAND Ti(:HTS q� 11 "2� MIPT ,; 2 IPT Tee ............... 2 EA. 4 �' ' r ADAPTER ............................... .8" 45' MJ Band .. ...................... '�; W/2" COPPER 2" Blowoff Assembly (Temporary) 1 EA. " �� K - i------•---- ;,� ,,. �-tt PIPE AND 900 Fire Hydrant Assembly . ................................................ . 4 EA. __...._....,.,,-- .. •,-ts. ELL � II-" tilf U I CONCRETE 2 COPPER �-•fll ' ' 1 S �� �A00 ELL I + •,� M MACKEN2: !N-INFERfNG INE, rMJ x%W) HOLDING (LE�y H 0 • SAND 8W �V " � _ � ., �ri9a, AOL Rr;HfS Rf.�'ftVER H IMG MAIN WITH �Myr��I x 6 FLGT��EE ( {' Q -2 G4PfyR OLD (SEE PLANIH �V� h•�N G(..E � Y' CO • ER PIPE ^_HAI ,�y. � r ACK DRAMINO' ARE THE PROPERTY OF cVp� CQilVRGTE T H MACK:NZIE ENgN-ER1NG 11K:. (M.t.l) w * .00K ANo.SRI- NOT TO 9E USED of tLF $ UC p M ANY MANNER EXr,EPT WTH rrE. PRIOR 1MMTiFN PEI�MtISS:QN OF M.U.- SHEET i YZ YW OF I W• We DRN ROCK AI NOTE t CAN BIE PLUMEW-P WITH Wi. PIPE IF TEMPORARY B.A. W2 In 1 FIRE HYDRANT P.SSEMBL.Y DETAIL _ r2"� TEMPORARY BLOWOFF ASSEMBLY DETAIL. OF :9_ ._.-....r..._._._..-. . N.T.S. W DETAIL NO. 100' N.T.S. JOB NO. / 2 SEQUOIA PKWY., 15060 AIL NO, 101 �Q34�� ' 1 SIT 94-0010 r77 ... �. 20F8 U ....w ..... , .. .,.., �_,,,,....•,tom-.-. ...,, -.,.•.-.-,.,._.-, v.. ,. _ .... -._-: .. I F '] .JS DOC ME'NT S �71TIT71 � ' jT � TTTVj1j1j i1T �� 111 111 T l � 1� 7rT� 1 �r > �a,U I IEsI11T11'111FlTTT_P732 Tr 4 7 ' 5 '(� l g 1 1 , 10 1 11. 12 AUGUST 30 1995 1 LEUI$LE 1'IIAN THIS NOTATION, I'� IS DUE TO THE QUALT'1'Y OF II . I IIII W1�1�11L. ii111ll1 Nc.36 THE ORIGINAIr DOCUMENT. IIII11 JIIlOZ 6 T '= • 111;1 ; Jin-1111-11(ito- 1111 l6Z II t1iII1I �',• KEYNOTES -_ -- LIZ 1. 5'-0" WIDE STRIPED PEDESTRIAN WALKWAY 2. MAXIMUM 2% SLOPE ALL DIRECTIONS AT DISABLED PARKING TYPICAL N - 3. NEW 40' WIDE COMME=RCIAL DRIVEWAY. SEE DETAIL 7/SD5 c 4. VAN ACCESSIBLE DISABLED PARKING 1 kc2 ��- d civ INTERSTATE 5. DISABLED PARKING SIGNAGE PER CODE, MOUNT ON BUILDING 7. POLE LIGH r - DOUBLE HEAD SHOEDOX ON 2.0'-0" ALUMINUM POLE TYP `�-- snt c cp 8. SLOPE WALK TO PAVEMENT PER CODE FOR DISABLED ACCESS TYPICAL (MAX. SLOPE 1:12) 2/15/94 U cn x N 9. 5'--0" WIDE CONCRETE SIDEWALK (PRIVATE). SEE DETAIL 1,�SD5 O (n o N 10, EDGE OF NEW PAVING V) n j 11. TRUCK WELL O 12. BIKE PARKING 13. MAL BOXES n 14. EXISTING DRIVE o� c r M L 1 15. EXISTING CORPORATE SIGN 16. ,5'-0" WIDE CONCRETE SIDEWALK (PUBLIC). SEE DETAIL. 7/SD5 � m o �+ 0 m �. 1-- rnNo0 c u) -- (n c o (no) r_ LLI U O 15 N • mmN a) 0 0 SITE CRITERIA TOTAL LOT BUILDINGSED 735 BUILDI GR#236 y in U 6 6 IF 7 i - -- ) 1'6,368 SQ. FT. (2.68 AC) 116,552 SQ. FT. U SITE AREA (5.35 AC) 232,920 SQ. FT. (2.67 AC -Q � � -t v s �~ - f " �_,... • BUILDING AREA 53,000 SQ. FT. 28,000 SQ. f-T. 25,000 SQ. FT• d p a _r_• 9C LANDSCAPE AREA 54,285 SQ. FT. (23.135) 26,856 SQ. FT. (23.5%) 27,429 SQ. FT. PARKING STAI BUILDING 2366 � COM DCTD 186 SPACES 38 SPACES 49 SPACES -117W. ~FLR-ELEV. 1823' DISABLED 7 SPACES 4 SPACES 3 SPACES TOTAL (5/1000) 264 SPACES 129 SPACES 135 SPACES44 �- - o 9C w,, �� LEGEND � � End ... 1 ,.-- ._._.... .. 0 I � _ ❑--J POLE LIGHT L sc •- __-_ I �+- _ _.... -..._.._..._._......_.................. ........._ .. ......__._..._._ (� -AREA OF WORK V FUTURE (, I i r I m TO PORTLAND ca -- INTERSTATE 7 14 3 r �..__ ll I_ � ® PACIFI ATE __ REULIN 5 l p N CENTER PARKN IS pp ' X a ] AREA OF WORK 13 L �, J� r N THIS PERMIT - _ ° Ar �� I I � 'jI � DREG S `M r B-- 8 8 8 8 Sr. 8C 8 8 ] P �- ,_r ( PARK ISS 1 v, r N_n- - -- -- 3 5 - - R' � Lu C3\ 2 4.0' 32 1 l�� I � � IIWWW i ^� 8 3 �°t� PACTRUST BUSINE • ^�' BUSINESS - - -- -- --- -- ❑RECOCENTER p q 00PARK III 1 DiTO TK 1 11 L _._--- � Q, 10 �, NORTH m 0 v ARBA OF WORK s - 4 N I--IS PERMIT I FUTURE d 14C o� 4 I VICINITY MAP w Q z _j _ w _ PROPOSED BUILDING 235 - -j °' 8c o for OFFICE DEPOT " FIN. FLR. ELEV. 175.95 _ I Z 16.0' o* I 28,000 SQ. FT. - DRIVEWAY ENTRY PLAN AND N [� -- -- - STRIPING MODIFICATIONS. - - 265.0, _--�,� 53.5'± SEE DETAIL 11/SD5. ALL - WORK IN R.O.W. SHALL CONFORM DATE: UI -3-.0' - TO CITY OF TIGARD STANDARDS. 2--2-94 DRAWN BY: 14 GRIDLINE D-1 GRIDLINE D-7 N _ - - - BK\SAS 71.0'I -- N 4796.69 _N 4571.69 k _ CHECKED BY: -_ E 4318.75 E 4319.91 0 DRW oJ --- --_ REVISION A CLOSING x I 1 Rn �, -•. •' ,��"� . ' _ EDITION \ � sn1 � i Cll �-- � _ � S �r 2/13/94 '.. z z 4t DATE: LANDSCAPING moi/ �i ( �� 1 X. \ / EASEMENT t i 3 / LINE ��� - /�J �- - --� "(f,c �4 0p a_I , � � _-------__-----rrf� s'� -/ �� � •,"''�" i S. / pay II 0 ! UAi,IlEN1.l!/$A110 h A$$OCIATES,P,C. l•__r'l� ! iq-TT, Au RIC1IT0RESEPvFD d 1 ��i� MAI 'IF I GO ARE THE PROPERTY OF TES. PC � - INTERSECTION Mll01 INF ANY TUANr:ARS Fffli�EPT WITH ((MHF A ANI,ARL N01 TO Bl. USED OR REPpI. r, I J'-- PRIOR WRITTEN PLRMI 'ION OF M/SA _N 4897.92 _-f- -- _ -� SHEET N E 4203.01 J` _ ----= SITE PLAN _ _ UI r ---- - 1" 30.0' SDII Er-, -- Y / OF 1 0 j JOB NO. U' SEOUOIA PKWY.,15060 293457 SIT 9C-0010 OF a AS RESUBMITTED FOR PERMIT 2-115a-94 T IF THIS DOCUMENT IS LESS III Jill T TTT I 1TT m T f 111 1111Ti IT 11 111 ' • �+ ; LEGIBLE THAN THIS NOTATION, �_ !�� � ��1�� _ 4 �� ������ � I � � ���-� i AUGUST 30 1995 1T IS DUE TO THE QUALITY OF No.sej; - f THE ORIGINAL DOCUMENT. T- E tIZ BZ GZ 9 Z d�'L 11 - ,rill lZ Z i 8[ Li SII iTi Si Zi TI ( I 8 L 9 9 l£ I �Z 1onu. iii�iii�iiiiliiiiliiiiilfiii iiiiii�iliiiilllllllii�iiiilui1 uiiliii�iiiiliiiiliiiiliiiiluii uul ilui� luiliullui1llli i�>llL Illilull�l►�IIII�� ���� ���� I 1111w- w, GE���RAL NOTES 1 1. SEE SHEET SD3 FOR GENERAL NOTES. V)LAJ �- I a Q � to I Ci or) x 04 m 0 04 GRADING NOTES � V JC� M --- -- Q 6- 6 0 : 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS a) :;..,,•, 1NGICATED. WHERE GRADES ARE NOT OI HERWISE INDICATED. FINISH GRADES ARF: TO BE THE SAME AS ADJACLNT SIDEWALKS, CURBS, OR THE OBVIOUS 0 L,- GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES O • �? �j « _. BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID MUi ABRUPT CHANGES 1N LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF -- c �; CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED � �= � �I � _.._-.� n - '\ '. � - DRIVES AND PAVED PARKING ARIAS AS INDICATED AND SPECIFIED HEREIN, � o ; � ' , AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN A'-LOWING FOR THICKNESS � � c I OF SURFACING MATERIAL. w • m`j --- -�``, �• FINISH GRADING: AT CQMPI FTION OF JOB AND AFTER BACKFILLING BY _.._ .� •.•. OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS W141CH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. Z m Q f0 w �' _ . `- _.,.__ �, GR^.DING TOLERANCES: 1� o { ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 FT. } c FINISH GRADE PRIOR 1-0 PLACING FINAL SURFACING: 10.03 FT. U o 1� Q e tD 01 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO Q q CL p•, S17.ES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND C'.��� t ` ,1 I FOR PROPER COMPACTION OF REQUIRED 9ACKFILLING MATERIAL. EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH -757.571; EXCAVATOR(S) SHALL NOTIFY ALL. UTILITY COMPANIES FOR LINE LOCATIONS SFVFNTY-TWO (72) HOURS (MINIMUM) PRIOR TO START GF WORK. DAMAGE TO q , _..._ _..._.._...... 1 • • ,-- UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPI=NSE. ^y 3. EFFECTIVC EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES +� 1 "` •__". MUST DE INSTALLED AND MAINTAINED MEETING THt_ I:.F..Q. REQUIREMEP TS. , THE CITY MA AT ANY TIME, ORDER CORRECTIVE ACTION AND S fOPPAGE OF n[I[I WORK TO ACC(GI-PL1SH EFFECTIVE EROSION CONTROL. O j; 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED, DRAINAGE SHALL BE L (0 � U � CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT M � ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RFCFIV[NG N .�._ �( SYSTEM! Ai?E NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER � CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE O� - . I 1 , , ''`-_,,_`,,•,-...,,,,may DRAINAGE CONTROL. � � tJ 7 r •- I \ -- - , rhv w. Jul fn I • Y ''8 -.. - - - W�r� RIM_ . _l_4 7� ' 6 I X174.' -RIM- 4.70 d •� -= 1 1�6 CB V 7 � 7� c� RIM=175.1 is u- I 108L ]� O - CB r CB 17L'S(1] j\ 1, !j T_ _ 178 0 _ j 174 0 175.80 TC 7 IM-174.70 ,r Ge ek RiM=1'73.70 175.65 Tl, �'I r I I � 5 e 175.0 TC 175.80 TC i X5.95 TC I CB I 1 17 v - -_ RIM=172.60 Iuj - 75,•55] - '`'`�. I ALL 1 5 4 1'h��` - -- Q° Q I 17 1;z fel<'0('OSED BUILDING :',35 l1 91/ 1 ---) 175.85 TC for OI�I�ICF DEPOT C� - �Iti - 175,gs-i FIN. FI-R. FLEV. 1'5.05 R)M-171. ca .^C7 I I - CB -' ��1' F2 M.-169.50 DATE: 175.85 TC 1 7-�-�$-0_ 2-2-94 DRAWN BY: SAQ.\KDR ' �1\ , CHECKED BY: 168.3[1. TC t. ` K 1K\NAP - _ �/ -,r.,..,., REVISION 1 1+, CB �; l��y EDITION 170; r "� xN CLOSING RIM=' 72.80 Ig _" 169 M� / 4� �" '°� 167.74• 6 67 _ nTF. 16 .••;,,' / /ter 168.14 28 00 - D BIM.=16Fi. 5., /� I.- �`'y. j ! 1 •� �--�"' ' ' 169.36 __-ti-���- .... 16 //" I "•�-"'•i�-' 9.Iroo - MACKLNLLj t•AITO k AS�UCIrIFi,t' CA �. -- ,2• � ' �/� dr 1993. AIL RIGHTS RESERVED _ I _cJ_ --- J �' �•'"". M CSE DRAWINGS ARE THE PROP RIr j 1 - �1 00 _ �- -� -•"•f A)AND AR�NOT TO BE 15ED OR RCF r,- �' �. 005O%30 .-- •. _/ r�-•„�/•• DIKED IN ANY MANNER,EXCEPT/TH THE C`Jl 301- fi.Vii, { E J� OR WREITFNTPERMISSION OF M SA 1 - -` �-_l%-,-�•_ f-,"' SHEET GRADING PLAN LEGEND \ 1 30.0 SD2 I , \ ' '' EXISTING CONTr+UR Ln EXISTING CONTOUR 78 - PROPOSED CONTOUR OF / U I JOB NO. r� 9E000IA PKWY., 1y060 1 _ 2934.5 U sr;040010 AS SUBMI�TTLD FOR PERMIT 2--4-34 .__ U 1 s I F THIS DOCUMENT IS i.ES� IT7 1 t t 995 ► '� ('' r �' I'I 'i �1f ' �r AUGUST 30 I a 9 r LEGIBLE THAN THIS NOTATION 1 4 6 � :�L_ 1� 1' i I'.' IS DUE TO THE QUALITY 7F' N"� THi ORIGINAL DOCUMENT. - --� I o�E 9 LL Z L S I I I 81T Li 911 ,T 1si Ei �i i i 8 L 8 9 r Trus � �iiflllllhlll lllllillllllllhlll lll�I�ii iil lulu III�IIIII IIIII�III II�I�IIi VIII iIIIUIIIIIIIIIIiIIIIIIIIII IlilI1111111I1I Ilul�lu�li�� lulls ulll I�i lel 4111114111 millIIT►i�ll J a' GENERAL NOTES a , 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION V) M m x OF THE UNIFORM PLUML,NG CODE AND UNIFORM BUILDING CODE. LAJ o IN. •" N TERS TA TE 5 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: Q cBo I FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AW VA C-151, CLASS 52 (,) fD x N o UES ORM ST AND STERILIZE AS REQUIRED BY TIGARD WATER r ISTRICT AND C) o mo N z (n L. 6 o w 3. SANITARY SEWER MATERIALS: Q o: . . INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE - - - - ------ -- - OTHER AREAS: PVC CONFORMING TO ASTM D-3034. Ap =w O 4 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT 0 • mol . SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE N o SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT c PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. Q c o�m �. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH N 1 .P ------- •• - EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. o o EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION L\LI :m �N SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, L PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH i:74 o oM F aSSML V- I JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY W �3 O 0 F^„ I ENGINEER IF THERE ARE ANY DISCREPANCIES. '- •av - - - Y mNFc • 1 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE U '- _0 0 - CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. Q e w o ®A , aoaa 6. FOR WATER LINE CONSTRUCTION, SEE SHEETS W1 AND W2. 7. CONTRACTOR SHALL VERIFY AND CONFIFM EXISTING CONDITIONS PRIOR TO \ \ \ COMMENCING WORK, NOTIFY ENGINEER OF DISCREPANCIES. B. Eh ,CTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES L \ \ TIHE IBE INSTALLED CIITY MAY. AT NYDTIME,NORD RO MEETING THE D.E.Q. REQUIREMENTS. CORRECTIVE ACTION ANDSTOPPAGE OF f WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. C p \ \ \ 14' II ' 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE Qj CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT \ \ 1 ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVINGSYSTM APE NOT ADVERSELY IMPACV p CORRECTIVE ACTION AND STOPPAGE7OF WORK TO ACCOMPUSH EFFTHE CITY MAY, AT ANYEEICT VE RDER t'o 0 Ln L \ \ DRAINAGE CONTROL N -I-- O \ I 10. TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. p O e 11. EXISTING TOPOGRAPHIC INFORMATION IS FROM DAVID EVANS & ASSOCIATES O -• AERIAL SURVEY. 0) d 12. ALL STORM PIPING IS SIZED FOR A MANNING'S 'N" VAUJE - O.Oi2 _ O \ �U p C3 \ ' \ Q] q P A4- RY ELD INLET 4- \\ \ - E1 603 U I � I \ C3 CL y\ TEMPORARY FIELD INLET \ \\ RIM-178.00 \ \ IE =176.00 \ I I • o 0 FIRE DEPT. CONNECTION,- _ LOCATION AND SIZE TO BE CB - CB CB - CONFIRMED WITH SPRINKLER !"-� CONTRACTOR. PLACEMENT IE-1 72 70 IE=172.70 IE=172.20 // W MUST.BE WITHIN 70 OF - U FIRE HYDRANT (:8 5.0a IE=172.10 LL FDC - ox IE 1 J CB I 8' O _ - 8"�0.7X 8" 6666. 6*6 I 1 0 1.OR CB 8 O 0.8% ,{•I 10 O 1. X 20X IC-1 .65 IF 171.60 - •ys i E 171.60 - IE 172.05 CB IE 170.86 BJ', ) IE=172.2 IE 171.53 I IE-172.20 41 CO C CB - IE=1 1.55 ---_--_----- I II I r6 K IE 788.50 .� IE 171.27. 0 IE 170.00 IE 172.00 O � C I 6" O CO _ r IE-170.35 �171.tl0 L2R iO� _ _ 6' S.S, O 2.0% - 6' S.S. O 2.OR _ _ - - r .� IE 167.90 O IE 17014 J I PROPOSED BUILDING #235 i I for OFFICE DEPOT cs O f FIN. FLR. ELEV. 175.95 oRE�188„7 P. TB9T6 STUB PLUG & MARK DATE: IE-187.25 IE=188.78 2-2-94 - NI2.3% I /� DRAWN BY: CONTROL eI MH 2 sE SHRL I I ' - - - - SAS � - -- _ IE 166.00 188.0 CHECKED BY: I � ' IE 199.72 8' O I 8' O 2.0% / Imo.=+ ` � KJK MAP i I 4 ' 2% MIN. D.S. IE-169.0 D.S. IE-169.0 MIN. D.S. IE='61.0 ,•[' j- „ O. �-•'�� _ _ \ ENSi!7N 6g LDMON O/, IE 167.00 'd / CLOSING I O \ R 6 a,._. 0 . ;.B _ IE 167.00 8" 4 6.5 ice_ ` I - �f .. 08.45% _ CONTCON ECY 70 \ CONTR __- - • \ •-�-- -` SEE SHEET SD6 \ SEE SHEET SD6 9 RR s D - O / SANITARY SEWER 1 WM - -- / STUD 12 IE 1162.45 _� ^-._ ' / r� / DEPTH LOCATION AND - � - - - - -_ .. .DEPTH PRIOR TO - CONSTRUCTI01: JI _ IB9;.VL MO13 BFYM20 ),� "' _� ���•--- � � _ _ - LEGEND .BO{BMBS/BN B.BSBIXA.ESV, C [) i - [5[pMN1N45 M,, TME VROVIRM1 IX sr EXISTING STORM LINE iva n�E Soto e• um pE s Glno rzmmm6i EXISTING WATER UNE �B,ml'R",'x v[Bul°sS gnxm u/sn On\p CONNF CT TO _ _ _ - STOR bRA1EXISTINGISTINC SANITA RY SEWER ND -- PROPOSED PERF. ST02M PIPE SHEET VERILOCAT �H DEPTP p COMB RUCTOION 0 �•-•-- PROPOSED STORM LINE UTILITY PLAN PROPOSED WATER ,.INE ^ I� PPOPOSED UTILITY EASEME4T J 1D PROPOSED SANITARY SEWER (SITE) N Y PROPOSED SANITARY SEWER (BUILDING) / ,' O PROPOSED CONTROL MANHOLE OF n OO l,.. VFH PROPOSED FIRE HYDRANT JOB N0. ,J .,I • PROPOSED CATCH BASIN 293A'S7 C7 ••,1111 I • PROPOSED FlFLD MIST uouou L•XWB.Beoeo SIT"1Y !i .CO PROPOSED CLEANOUT AS SUBMITTED FOR PERMIT 2-4--94 / Fat I ; I - - IF THIS DOCUMENT is LESS 1 1996 1 ry I LEGIBLE THAN THIS NOTATION, 4 QUI ' VI ! OI ' al BB _- ' 1 I _� �AU(;UST 30 1 I IT I9 DUE TO THE QUALITY OF - wBB •'7M' Y .r...,_�.uN,.wyyr.,. _,r.+- THE ORIGINAL DOCUMENT. IIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIpII01111111 III�III III�IN IW�III IIIIIIIII 011�p IIIJIII IW ' 'LI�u1l mdlnl�Ilr� 30Xt SRM DRAIN FLET PROTECTION EROSION C.O*ONTROL MOTES• _ TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRiOR TO IL 1. Gor-,struction activity to cons'-st of ne% building construction, PERMANENT STABILIZATION OF DISTURBED AREAS. povrng, and utility work (storm, drain,sanifary sewer, water, gas, - electri( TI, telephone). CONDIJJON5 WHERE PRACTISE A P1(ESL. V) Cn 2. Total Site Area: :,.35 ac 04 INHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION � o 00 tAsturbed site area: 2.67 ac t l N TF R S TA T J OF THE DISTURBED GRAINAC'E AREA. Q i. A,II trucks transporting sat�lruted soils 'rrom t,re site ADJACENT A AND IMMEDIATELY T)OWNHI I OF UTILITY TYPE CONSTRUCTION IN EXISTING PAVFi) AREAS 1'ii TH CATCH BASIN DRAINAGE. U x N shall be well sealed so that water seeping from the soil cannot O drain from the vehicle. If truck is not sealed, the loaded truck is o N required to remain in place until the water dripping f.om the � � D,U1G1sL S�RMIALSPECIFICATI NS: Mo q saturated soli has been reduced to less thon one 5allon par hour SEI_ DETF,iL 1/504 FOR STORM DRAIN INLET PROTECTION. Q .V a � before leaving the site. BERMS MAY BE RE(:Il1IRED TO DiRECT DRAINAGI- TO FI OW THROUGH THF. FILTERS L_ AND PREVENT BYPASSING OF THE INLETS. • 4. Effective erosion control is required. Erosion control devices must be installed and r Iointeined meeiing the D.E.Q. requirements. The City mc.y, at any time, order corrective ar.'.ior and stoppage or AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT 6E ALLOWED TO I a"' ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUS • m (I • ! work to accomplish effective erosion control. BF REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN d P ,- •- THFiR SEDIMENT TRAPPING AND FiL-TFRING CAPABILITY. �_ �� r-, 0 5. Effective drainage control is equired. Drainure shall be - '" _ w ` - (n Cn f controlled within the work site. and ahall be so routed t!T,�t `-""--'- - . I �r�"-' -`"' __ 5JRA N BALE SEDIMENT ARR _ (/1 C) U rn rnj adjacent private property, public property, and the rec.-ivin system ~'" i _ - P_UiiPOSE.L \ �' G e cq c 1 P P P• Y. P P P Y. 9 Ys �'�•., '\ are not arversely lmpncted. The City may, ut any ti ne, order corrective _.. . K action and stoppage of work to accomplish effective erosion control. .- ._ __ � i TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY I • � m� -.._ •"\ PROVIDING A iFMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF N � M I _ - ...... ..........._...... ,.. \� �,�r VELOCI LIES. � � 3 G 0 _. tX�l ON MIERE PRACTICE APPLIESL I -•• - .<., ._._..._._-.._._.__.__.. ..._.__...-..a..l m C MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS t-� t: a - -� OF LESS THAN 2.00 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX 'L vO Q r L_ to O RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. a 0 � CL CL -FILTER FABRIC OVER C.B. t I � • AT TOE OF SOILS STOCK °ILES. GRAVFI_ FiI_TFr, 4 IN EXISTING, UNDISTURBED DF`AiNAGE DITCHES/SWALES USED TO CONVEY DRAINAGE THROUGH HR DSFURDED AREAS OF CONSTRUCTION SIDE (AS ALLOWED 9. I2ES1Ctl_Cft1TEBIA/SP_.ECIEICAT14t4!;_ Q) t� r^ . 1113" Mw. I1 - I J 4 _�_;, ✓ 4 � ` SFE SHEET SD4, FOR LOCATION OF STRAW DALE SF'pIMEN7 HARRIERS � O - ALONG SLOPES AND CATCH BASINS. \ ! 1 L I CFRAW JALES GRAIN SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF l.p111 C O A \ I ( I STAKI SHALL BE WOOD DRIVEN THROUGH BALES AND INTO GROUND TO C, -WF1 P HALL`: IN C.B. I I _ I I A MINIMUM DEPTH OF 12 INCHES. (' rd 1 STRAW BALES SHAD_ BE KEYED INTO EXISTING GROUND FOUR TO "I" ACHES. V STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN r'LACE OP, USED AS MULCH O O AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. C M � ASIN SECTION 101 tl AT NO TiME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENi BE 1 I E-INLET- 1 I ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. "- OS-- �T^n I SEDIMENT SHOULD) BE REMOVED OR REGRADED INTO THE SLOPE, OR -THE PROVIDE RiPrRAP LINED DRAINAGE NEW LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN HARN!ERS. --- �•-'� U r � I � IUU`� DITCH (0 5% MiN. SLOPE) TO " Ib I COLLECT SURFACE RUNOFF BARRIERS SHALL REMAIN 1N PLACE AND RE MAiN-iAiNED BY CONTRACTOR UNTIL � U • AND DIRECT TOWARD TEMPORARY GROUND COVET; HAS BEEN SUFFICIENTLY ESTABLiSHED TO PREVENT EROSION AND �-- Qp� FIELD INLETS. UNTiL OWNER ACCEPTS WORK. m JF�FL�c5 �01111V CONSTRUCT TEMPORARY FiELD QINLET AT END OF PROPOSEDTEMPORARY SE=T IMENT FENCES STORM LINE: TO COLLECT Q SURFACE RUNOFF. PROVIDE RiPRAP LiNED DRAINAGE PROVIDE RIPE AP LINED DRAINAGE CONSTRUCT TEMPORARY FIELD �BP4�"` DITCH (0.5� MIN. SLOPE) -FG COLI_EC SURFACE RUNOFF DITCH (r0.5% MIN. SLOPE) TO INLF7 AT END OF PROPOSED TO REDUCE THE TRANSPORT OF SEDiMENT FROM A CONSTRUCTION SITE BY TEMPORARY AND DIRECT TOWARD TEMPORARY COLLECT SURFACE RUNOFF I STORM I_INF TO COLLECT PROVIDING A TEMPORARY PHY^,:CAL BARRIER TO SEDIMENT AND REDUCING RUNOFF CONSTRUCTION FiEI_i) INLETS. AND DIRECT 'TOWARD TEMPORARY I SU'r1FACE RUNOFF. VELOCITIES. �, ACCESS FIELD INLETS. �• ( S�MQLII4t��_Y'�1E3E PRACTI DOWN SLOPE OF CISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET --a�-- -- RUNOFF. UUARRY SPALLS \ - __ ` AT THE TOE OF SOiL STOCK PILES. r !;UBGRADE REINFORCEMENT �'� PROVIDE FULL WIDTH \ i/ t ' ur�fic .._. CEOTEXTILE, AS REQUIRED OF INGRFSS/EGRESS AREA 1 �- -"-- I 1 h - AT (NTERVALS AS INDICATED ON SHEET SD4 ALONG THE CONTOURS OF _ ----� LARGE DIS7Uh;BFD AREAS. 8" MIN. DEPTH ' ' ^� Ci� C- SD4 Ci-:7)t I AT GRADE BREAKS EXCEEDING 20°►0. 0 (n L •--- �, I VECT���N I FOLLOV+LNG DISCHARGE FROM A SEDIMENT TRAP OR POND. O -+- 2 r-rNINSDL) DRIVEWAY - \ / / SEDIMENT FENCES `;BALL NOT BE INSTALLED ACRO`_'S STREAMS. CL C -4- / I DF.SIS�LCf_tl_T�lA1�PEC1E1,3IJ.1t`l`� Uj o Q � U CB SEE DETAIL 3/SD4. 2" X 2" WOOD POST AT 4' O.C„ STANDARD I - ,� ��IM�=171.70 CB � __ � /RIM=174.70 F�livl- 1-i 4.70 SELECTION OF FILTER FABhiC TENSILE AND BURSTING STRENGTH L'� r'" OR BETTER OR EQUAL AL ERNATiVE: I I CHARACTERISTICS DEPENDS CN THE SUPPORT FENCE. FABRIC ATTACHED TO STEEL FENCE POS FS. CB CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE PLACE PO:3'TS AT S'•-0" 0/C MAX. F'1_TER FABRIC FEi�'CE -- - I /f21M=175.10 ATTACHED TO A FENCE OF 6 BY Ei INCH REINFORCING WIRE. SELECTION iS �� ?6" WIDE ROLL', A ! ��' THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FiLTER x+.1,..1 �- - _ FABRIC SHALL_ CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO W 0 -� i `-/ PROVIDE E A EINIMUM MPERATUURESIX RAN GE OF O'FNTHS F TO 1207.TED USABLE CONSTRUCTION 0 (B _ 1i''' 11\O ALL MATERIALS TO BE IN GOOD PHYSICAL CuNDITiON TO PROVIDE PROPER t RIM=173.F0 L ` B _- SEDIMENT RETENiiON. `SKIM=- 174.70 CB_ RiM=174.?0 I AT NO TIME SHALL MORE THAN A ONE-FOOT DEP"fH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD _ . {- CF3 _ ____� �-___ BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES .�i Rllvl-1;'3 7O �- +�) i r_Y� � �1 REPAIRED AND REESTABLISHED AS NEEDED. BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL I� 2 M=172.60 UNTIL OWNER ACCEPTS WORK. _ GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND G I , _C-lj� _- -, �, I I..t.1 ( _ -- --- z NATIVE BACKFILL I -- � < _� I P�APU�I_�UNSTRUCTI('�1 ENTF2AN�ES. PROPOSED BUILDING 235 4" MIN. I I -..( t-� - _ r . BURY BOTTOM OF w I __.I I dI Of-rl(,E DEPOT O I C� _ I TO REDUCE THE A S OR OF" MILD, DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS FILTER MATERIAL I OFFICE / v RjM=171.`5 BY MOTOR VEHICLES N STORM WATER RUNOFF R CONSTRUCTING A STABILIZED W 4" X 6 TRENCH. I Q ! FIN. FIR. ELEV. 175,95 PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. " / �• � � 5�1�17LIS?IN.,_�h1E3E�.�CIIS�9P.PLLF.S:. © �TROL FENCE � I ---`�"�� � � �R M=169.50 CB AT TViNY DIRECTLY CONSTRUCTION PITS WERE EOADTRAFFIC ER PAVED LEAVING THE OTHER AND DATE: ?J EROSION r.rlN (� MOVING { SD4 -- r < i APPROVED ACCESS POINTS. 2-2-94 I SPECIFIGA i 1UUS DRAWN BY: U � I - �" �' I2E.SICK�EiLT�IE�y._ i- PROVIDE INLET SEE DETAIL 2/SD4. HKS�SAS PROTECTION *� ___ ___ ____ - CHI=`„nED BY: �` 1 _ MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. KJ K\MAP Ir _. THE ;RAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET iN PEb1S10N LENGi i. WIDTH `;HALT_ BE l,!F FULL WiDTH CF' THE VEHICLE !NGRESS AND EDITION i �- ✓` ` EGRESS ARTA. (A 20-FOOT MiN(M'JL! PAD LEIIGThI MAY BE ACC[PTAftLE AS a I v� ttt333 RIM=1 12.130 -� 1 k �� �`® r r I APPR D FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION kf z L' DATE: IN -._ I, o ADDITIONAL GRAVEL MAY HAVE TO t1E ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. . VE DiPT AND LAUD FROM IF THE GRAVEL PAD DOES NOT ADEQIJATE:LY REA�, VEHICLE WHEELS SUCH THAT MUD AND DiRT TRACKING IS EVIDENT OFF SITt.-, ti' I \ - �_"= -•� -._.___1`y" ADDITIONAL. MEASURES MUST BE TAKEN. SUCH MI ASUR FS MAY INCLUDE CD HOSING FF WHEELS FI "ORE VEHICLES LEAVE THE S TE Oh OTHER G' / �` r c - ��/ -- ��___•_ CONSTRUCTION TECHNIQUE OPERATIONS MO AND WHEEL -rw f M / ` _x '!'� , `vA�I 1 WASHING THROUGH SHOULD BE DONE ON 1 HE GRAVEL PAD, AND ('LASH WATER SHOW A DRAIN THRULJGH A 511-T-TRAPPING STRUCTURE PRIOR )'0 LEAVING THE I C _ CONSTRUCTION SiTE. - �___- CONTRACTOR IS RESPONSIBLE FOR AI_I_ MEASURES REOIIIRFD TO KFEp PUBLIC STREETS Cl_FAN AT NO Af1D1`IONAI_ COST 70 OWNER. Ln cIi 2'-0" EDGE OF 1-----� USE SUBGRApF REINFURCG'cFNT GEOTEXTILE UNDER GRAVEL PADS FOR ALL _ a r PROPOSED I ` BUT CONSTRUCTION OF' A SiN6LF FAtiSILY/DUPLEX RESIDENCE CN (IIIESE DRAWIW, ARE rHE FRUPERTV .f PROPOSED i -`ori' EXISTING LOTS OF' RECORD. MACKENZIE/SATO R ASSOCIATES.Pf.�M;� EXISTING SLOPE (EI-Ell, VARIES I E 7f3.�T TO 1 1f3.fs r '� _ 4)AND RI N01 TO BE USEO OR Rr utAN IN ANY OWNER, EXCEPT I I ° ,{ -MATCH EXISTING ) I , i '�,,R WRITTEN PERMISSION OF M/'�A I GROUND J ,i IF .T : - ..__.____ _ ,�► EROSION CONTROL PLAN LEGEND �-� D4 V) <" ( PROVIDE RiP--RAP 1" - X0.0' � � �� ' LINED DITCH 10 ," � K --x EROSION CONTROL FENCE OR STRAW BALES �a.. R � � � " DIRECT RUNOFF VARIES 2'--0' 2-0 2 -0 SLOPE ; STRAW BALE INLET PROTECTION -- FROM UPHILL I OF r: Y TO TEMPORARY � FIELD INLET. JOB Nn, DRAINAGE DITCH 'Pr-TION ; V-6. NATIVE BACKFILL (SEE SPECIFICATIONS FOR PROPOSED PAVEMENT AREA f r COMPACTION REQUIREMFN ) SEE TYPICAL PAVING SECTION I CO i 1 1'-0" WIDTH OF SIDEWALK ----CAULK PIPE INTO HUB i ,1 �I rn �� ul SEE PLAN HINGED TRAP - - I -- ----SLOPE TOP OF CURB LANDSCAPE. AREA Q o N � _PAVED AREA " � ._ C t0 I . BROOM F NISH r---� I ------TOP OF SIDEWALK - =_ --2'-4 x 2'-4" x 2' CAST E i AS NOTED ON PLANS ` - N . o. 0<0 ,Do, o.0°oDo.Oo.Do o, o>I IRON OR WELDED GRATE --- --PAVING SECTION, CRUSHED •� ONU EVEN WITH PAVING �,00�oaoo,o�•oo,.o�oo,00,ao,�4, �„ I°, f�. l� ROCK BASE OP LANDSCAPING V� C� MQ TOOLtD EDGE EACH SIpF _ - -- r- r' II--I_ i ! (4_) 1/2.0 HOLES EACH FACE Q O - 1"-0" GRANULAR BACKFILL AA TT BASE COURSE LEVEL. --------------CONCRETE FRAME CASING U 2% CROSS �--- --RADIUS EDGE -It (SEE SPECIFICATIONS FOR -- —CLEANOUT FRAME AND COVER •� SLOPE - 1 ai c • M a TAPER CURB AT SIDEWALK OR END OF CURB COMPACTION REQUIREMENTS) AVING 00 u -r .1t tr-t - - 6„ c� :-::••.:-•.:• :•net r D ;r I 0 0 0 0 o n n oma, no o o-•o ►. DIMENSION W 4DSoD85D8oDl�8dD85DRbD86 �RbDa\D86D1 0 0 o O9 08-C-40,�RbD8, to8b088DRL� -- �- cx od o0 oo•r•n�• o� od,w•• o a umn•ne«r,o•o o tc (� .71 _ i�8bD8 0 3DY5rSgDR6 �£5118a05tIRb0 o DKAtlh0.;hGRhOhtJhDRhORhORhDR°t O Q r I I1-1 -I ll} �lr LII _ . ON PLAN - CONCRETE CURB 1"-0" GRANULAR BACKFILL =� {� Iln -Up �L con In I Ih. TF< OMPACTED FILL FINISH GRADE. �j SEI' IN EPDXY CEMENT n / (SEE SPECIFICATIONS FOR W z - - -i -- -----45' ELBOW L` o °i II -------ASPHALT PAVING W COMPACTION REQUIREMENTS) a a -1/4" R STEEL ALL WELDED CL C \----4- CONCRETE WITH " l_)` - - � J -- ooq oa � o W z 0 CN � • pQp 0)C14 .' ml ! CONSTRUCTION. ASPHALT \ APPROVED SEWER LINE A 1 Qoo�900 0 ti • T 1 V CONTROL JOINTS AT 5'-0 U.C. -_ _ - ��_ o 0000a oo�OC1°CU W z o EMULSION COATED INSIDE a Doo 0 oo0q°a N 1 AND OUT. 2'-0" x 2'-0" ---- 45• WYE m 3 O Q 00 0 o CGoo00o -_1"-0" GRANULAR BACKFILL Mo ru - W 3 In AND EXPANSION JOINTS AT - - _ 'lv °vo°00°a o a ° ll +_�_ W `�°�o�on0°°o�po00`Ut�o (OR 24" ROUND) 20'-0" O.C. OR AS ll- �J SHOWN ON PLANS. Ill o oo�00cn_ oc oo ( INVERT 111 m C aj I I .-.r-- z Qoc rte, OV°O� SEE SPECIFICATIONS FOR L,IIIIiI_ I fl-l(f�1, -- ---`CRUSHED ROCK BASE N o o O p°000 o COMPACTION REQUIREMENTS) `'- '-' - - - C) U O u m W W o,oVo o n0ou - ilI : CJ o ELEVATION illilili Qcn:t o �• Oti a a 00�d� do -SLOPE AND I.E. VARIES NOTE: m Qc,_ (D o c QOQooa' o ° �oOQp0 - St_E UTILITY PLAN FOR PIPE SEE PLANS b o pc'o��d°ao�poo�0°a00 SIZE" AND TYPE (MAIN PIPE) 1 MIN. 2'-0" COVER ON ALL PIPE !N DRIVE AREAS. 2) LYNCH TYPE CATCH BASIN OR EQUAL ELEVATION SIDEWALK a EXTRUDED CURB AND TAPER 3 STANDARD TRENCH 4 CATCH BASIN C56 ,CLEANOUT �� 17"Rl\ �� N.T.S. - rrtn ,' N.T.S. BnNN.T.S. clANa,T E� N.T.S. - -",WNh i�1.J5 N.T.S. -0" MAX. 15'-0" MIN. R/W LINE b - 1-I 3" co 090 ALUMINUM SIGN PLATE ..� / WHITE BACKGROUND A [16 3 VARIES QI �` -WIDTH - �� SEE SITE PLAN I n 1" HIGH BLUE LETTERS � 6"x6" 10 GA. .Jc5H � 1 OPTIONAL DMV DISABLED AND BORDER, BAKED ENAMEL PARK IN(, WITH II II EXPANSION SIDEWALK 4TII JOINT LOCATION d� rSubicCTTU O w k Stn! Ors 811.VIOLATORSU --WITH (BLUE BACKGROUND � (�� E rn r W (OWING UNDER 1 J V/ /^��+�'' -- ANO FINE UP TO O W n 1 -}- �,/�- I DRS BIT 6DER � �1 EXPANSION JOINTS-� ROWTAPER CURB L_M O SIDEWALK 5'AIN. [-DISABLED CURB JOINT - SIGNAGE PER � '/� STATE REQUIREMENT ASPHAL.T 0) Q (� I CONCRETE WALK CONCRETE FLUSH --GALVANIZED N BUILDING POST l J " \ �" OR MOUNT ON BUILDING L:ItJ \ 2 3/4'-0" CRUSHED ROCK _. . _-_, x '-0" 7'-6" MIN. 7'-6�MIN. '-0" FALL OF, CURB JOINT �� I ) _-________ VAN ACCESSIBLE •� O - " MAX. CURB ROAD 2%.SL.OPE TO TREET 4" STRIPES M - -SIGN z 20' 0 MAX!.AX. 20' 0 AD •,.a e - ,.., r / " j ^ U SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM GJRB Y I -1 AT 2'-0 OC TYP. ^- Z r 0) PIAN SEE NOTE 5 [._- 11 1 * 7'_ 12" U •_ STERILIZE AND COMPACT SUBGRADE o I I 30' 7YP. 'C - m .-_ a USE EXISTING EXPANSION JOINT OR SIDEWALK ADJACENT TO CURB +� ` / -- - SAW CUT AND PLACE COLD JOINT 1" EXPOSURE 3" WIDE PAINT STRIPE — NOTES: I� o -- -- = TYPICAL M L) 1 CONCRETE SHALL BE A COMMERCIAL MIX. I ELEVATION DISABLED SYMBOL, _ E3s• Ca 2. PANELS TO BE b FEET LONG, PAINTED PEE` NOTES N 3. EXPANSION JOINTS TO BE FL.ACED AT SIDES OF DRIVEWAY APPROACHES, OREGON LAVI 1. ALL DISABLED STRIPING - --- -- - - - SLOPE VARIES w _7 .ITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. AND SIGNAGE 70 COMPLY MIN. 29K z 6" 4. FIR SIDEWALKS ADJACENT' TO THE CURB AND POURED AT THE SAME TIME AS WITH ORDINANCE THE CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A t URS 447.233. MINIMUM 1/2" RADIUS. sus / 2. DISABLED SIGN TO BE 67 \ 10 GA. MESH 1-J�" 2" OF 1"-0" COMPACTED SUBGRADE 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES IF MOUNTABLE PAINT STRIPE 2�15�9 MOUNTED TO SIDE FOR I I o cfECTION A—A CURB IS USED, OE; IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. - - \ OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNCSS OF 4 INCHES. VAN ACCESS LOCATIONS •� N 1. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO DACK OF SIDEWALK WITH L- g'-p" AND MAY BE CENTERED AFTER 28 DAYS. (6 SACK MIX) " 3" DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. _ 6'-0" STD. TYPICA(. FOR STANDARD DISABLED 3 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MIN. J!� RADIUS (TYPICAL) 8'-U" AT VAN SPACES. - U ALONG THE BACK OF CURB. ACCESS LOCATIONS �s COMMERCIAL DRIVEWAY CONCRETE SIDEWALK (CARDINAL LANED a HANDICAP STA L A HANDICAP SYMBOL _ lo HANDICAP SIGN Sl75 MroRw,. HSTnI� �rJ N.T.S. "SvMb N.T.S. r+�ir,N N.T.S.ALL WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO CIT`( OF coSDS N.T.S. ALL WORK WITHIN RIGHT--OF-WAY SHALL CONFORM TO CITY OF r�swAln N.T.S. TIGARD STANDARDS. A STREET OPENING PERMIT IS REQUIRED TIGARD STANDARDS. A STREET OPENING PERMIT IS REQUIRED 0 PRIOR TO BEGINNING ANY WORK WITHIN THE RIGHT-OF-WAY. PRIOR TO BEGINNING ANY WORK WITHIN THE RIGHT-OF-WAY, J I EL Q 0 F - Ld , W Q i I rj I , i PROPOSED BUILDING #235 for OFFICE DEPOT A - Ell R5-1 SIGN i FIN, FLR. ELEV. 175.95 .L' HANDICAP ACCESS RAMPS PER CITY STD. r INSTALL R3-2 SIGNS LA,✓vw ' .•?�4� ,/ INSTALL R5-1 SIGN - DATE': 2-2-94 I DRAWN BY: LIS _ I<DR\SAS r .. - -�."'- K J K\MAF' REVISION EDITION _�� = CLOSING CONS1 RUCT RAISED �,,, - `----=�_� '<� DATE: CONCRETE ISLAND rnll 4 _• r INSTALL. R3-2 I Yl 1993, ALL RIGHTS RESERVED Q rNESE DRAWINGS ARE THE PROPERTY UF MACKENZIE/INTO R ASSOCIATES, PC (M/S A AND ARE NOT TO BE USED OR REP90 d ✓/�- INSTALL. PAINTED 8" WHITE STRIPE (100 LF) REMOVE EXIST. CURB AND SID_WALK AS REQ'D DICED IN ANY MANNER, EXCEPT WITH THE � - WITH TYPE I MONO-DIRECTIONAL REFLECTIVE FOR NEW ENTRY DRIVE. ALL 1YORK IN R.O.W. PRIOR WRITTEN PERMISSION OF M/sA J PAVEMENT MARKERS A 15' O.C. SHALT_ CONFORM TO CITY SIDS. SHEET REMOVE EXIST. DRIVEWAY N APRON; REPLACE WALK, INSTALL (6) 8" RAISED PAVEMENT O ice. CURB AND LANDSCAPING MARKERS QQOO 15 O.C. AS REQ'D TO MATCH EXIST. In S IJ l5 0 _r�r ��� REMOVE EXIST. MEDIAN - INSTALL PAINTED 4" DOUBLr YELLG'rd STRIPE STRIPING FROM WITH T'.PE I BI-DIRECTIONAL REFLECTIVE STA, 264-00 TO STA. 28+15 PAVEMENT MARKERS ® 15' O.C. OF j Y - I �ON N" , DRIVEWAY ENTRY/TRAFFIC CONTROL PLAN 0 " ' 0 SEQUOIA PKWY.,1so8o �S 1 -20 ALL WORK WITHIN RIGHT-OF-WAY SHALL CONFORM TO CITY OF TIGARD STANDARDS. A STREET OPENING PERMIT IS REQUIRED 293457 OF 800fo PRIOR TO BEGINNING ANY WORK WITI TIN THE SIGHT OF WAY. 7 AS RESUBMITTED FOR PERMIT 2-15�-9�' jT�F a _- IF TRIS DOCUMENT IS LESS T 1 I f I 1TrTT T�1 199„ p' t r � y 11 i I j 11 �i� 121l AUGUST 30 5 I LEGIBLE THAN THIS NO'I'A'fION, _- � 4 - J _^ -f1 `_ _/ ��- A �I I'I' IS DUE 'I'O THE QUALITY OF _ _ No 3M6 THE ORIGINAL DOCUMENT. [1110, -T4, r--r -1511111 - - -r -ffilillill, { >l l � 8���LIf'I'II''ITII T 8L AIIIT9�>6 � [TIL ` II II till-li-Allill), hl{{ u1II1Ii{IIIllI91 !III1111{111111if111f 1111111111111111IIIIII11{1111{I 11111111!hill 1>jfilllll,111u 1111W11 f �I�1►��1�,►I ►►I► Tui IIIIINII 1 ti Ci ! JN i.. i � II � O� s'rrrr�rrrrs �t ` I W M 00 1 y a 0 N x •Vl O Cv 1 V) � OL0 as a� C � MQ Q �►c )oo n 6 O 0.3yf° - i/ ^\� c o ch ��` �� // -�_ r� _ LLJ Ip CSN ~" REMOVE EXISTING STORM , o N PIPE FROM END OF STUB -- I 168.54 m m ; . TO POINT OF CONNECTION `� , --� /' �!� �-�.�-••' Z m • o o i APPROX. 1p, LF) 1 r4 J 1 / r "� " W rf D.S. IE=169.0 _ P. / . ' i « ," •_. vi o o I D.S. ,E-169.0 6" ® 20% D.S. IE=1f9.� 2 _ CONTROL MH 2 -� ..1� .�; ',.--'' _ ~-'?" -` �t tQ10 o r MIN. D67...1. �c v a a __. -- - _ / '2 _ ,m 2 -- ~...-'" I 167.00 ,,,,• � r r %' MIN SD6 --��-- �.�I___ � _ �_ �-- s �I■■ �---� _ �� `..� _.. , M le� l Ll CoxIE \/�._/ //�� ' 1�m;f`�_ - '`�` . \ \ {C\•..,^•...., ► 1 16�8.80.,-----y--..,-y--,----.-W-'.-.`�-'.- _'_`✓._ _" P..ERF . PIPE ----=*--..�.".'.- rl:..r-'•_-•,-r-_7-•• _.. .. . .-"""•r~. ° .•'"",,.�'''"''"'• ter."39 - --- \ W ✓! a, W qo 4 y .",~'�� ,,,•- w., .^•"r''~r �t IE 166.52 _ "",,,.. •,,,..•^"" _ --" --- _. -- - - UA(f`} 0Oy .. _ J' J ., i 1' V/ ,.._...' _ - ;�� Ate♦ y ;_ Y 1 J may% • /'� � ^ " O iy r -' r -f-- p _ .. '00 0. \ _....... \� \ �' �. `„\.��, y ..�..,.-..-^':+rZS•-•'' "r P G T .. .,,.. .r..' ' ..,, r'`' r ) .••• �` ONNECT TO ES Ds te qSTJB a I STORM DRAIN VERIFY LOCATION AND _. ` � \` I \ �.. - / . .- "r.» .•' ,. ,ter/~ " - f �..--`'� DEPTH PRIOR TO O _ ._.. .. ,,.• ..-r '"•d . '" .-'' ..-•' CONSTRUCTION - "� � 1 C©NTROL MH 1. \ ~' �\ .. _.- D TROL 1'IE�. INLET WM - - U SON } • CONNECONNECT ?0 EXIST.STORM - -- -- DRAIN STUB _ __ v_ \ ��. U VERIFY" LOCATION AN . ~ �\ ---- C3 DEPTH PRIOR TO �. CONSTRUCT ON rw .. _ y . r 'r I•-- __ ,,,.. WATER QUALITY PLAN LEGEND F- , _ O W 1" - 10.0' .- EXISTING CONTOUR n I -" 4- 17 EXISTING CONTOUR 1 7 8 PROPOSED CONTOUR W Or 1 aca FRAME AND GRATE (5 0 ® _+_ I sae F.G. OF RIM 0 STD. MH FRAME AND COVER R1M=1 75.2 2/15/94 STD. MH FRAME AND COVER R1M=170. HIGH WATER 0 � POND SURFACE FLAT TOP SLAB FLAT TOP SLAB --- --- � OVERFLOW 30• f FINISH GRADE 1 1FINISH GRADE - ' --- ---- --- ----- -col IE=170.25 _----_ M • I I ( IE OUT-167.00 6 s- IE IN IE OUT = 170.30 (15" NW) WELD ALL JOINTS IE OUT = 168.44 (15" W) WELD ALL JOINTS OUT=167.00 167.00 (4") n `)UMP = 165.50 ORIFICE ELEVATION = " ORIFICE ELEVATION - L--- - ' �E W 169.30 12 NF) -- IE IN 167.44 12" SE) IV (BOTTOM OF ORIFICE) IE IN 169.30 �6" SE) (BOTTOM OF ORIFICE) IE IN 167.44 �8" NE) OP,FICE DIA.=0.66" - 3'-0- 3 3-" 3 - M AXIMUM WATER SURFArE I 6" -- - SECTION ELEVATION _ _ 1 { iv 3" iv -3" _ NOTES: _ DATE: IE OUT 169.20 (6" S) � . __ ________�___ I IE ;1UT 167.34 (6" N) __ _.__ _ I -I I I=_-'III: 1. FOR PIPE SIZE - SEE PLANS. 1 2/2/94 1 1 - I_ CV I_ I I I IT - _ 2. Fe = 3000 PSI IN 28 DAYS T 7 ORIFICE DIA.=2.4"- _I I! ORIFICE DIA. - I I- / , / DRAWN BY: COMPACTED GRANULAR I COMPACTED GRANULAR 3 PLANSFORPIPE ORIENTTATION f. SEE 4" PERF. PIPE �� / `��j��//.�i�/�� ��,�\�< �\� > �� �� SAS MATERIAL MATERIAL �\\/\��\ /\' 4" PERF. PIPE CHECKED BY: CONTROL MANHOLE #1 r2 CONTROL MANHOLE_ #2 3 CONTROL FIELD INLET ONCROSS SECTION MAP ' N.T.S. r �ONIIIMHI N,T,S, CONTRMH2 - CONIRINL 4 ' REVISION SM N.T.S. ` � N.T.S. DXSEC 0,1 EDITION a 5 CLOSING s DATE: 1 1 X 1 I0 0 0 I� En 0 MACKENZIE/SAITO 4 ASSOCIATES,P.0 I C 1997, ALL RIGHTS RESERVED .4 (HESE DRAWINGS ARE THE PROPERTY OF MACKENZIE SAITO B ASSOCIATES.PC ((M//S Al AND AR NOT TO 8E USEDEPT ORWITH REPFEO THF d- PRIG,WRI FTFN PERMISSION OF M/SA I DI1CF� IN ANY MANNER, E%C 0 v SHEET Q FILTER FABRIC - �- ORCHARD GRASS In 3 SD6 �t POND FLOOR \ PEA GRAVUL I j = 166.75 O DRAIN ROCK OF 0 i JOB NO. 3 5 PERP. PIPE TRENCH 293451 N.T.S. IlFRF H71OUOIA PKWY.,15060 AS RESUBMITTED FOR PERMIT 2-15-94C.J SIT 04-0010 . .__. _. _...._.....-_ .. _....__ ..__...___.._.._.. - ^- sore T� 71 Tj� jT� 1� l 7W-7-Tol �T t G •.ad.r..,:. 1a4IFr't.D0.:KTWW� ' IF '"HIS DOCUMENT IS LFSS I lr�T TTI I I 1 T I � I I� I Illi II'1- 11 /� '' I 19911 '1 r [,..,uIHLE THAN THIS NOTt,'I'ION, 1 =1__--_ISL-vL-• _ _ul ?_�L___ � p��u�T .3OI IT IS DUE TO THE UALIT',' OF Noae -•..r- Q 'CHE ORIGINAL DOCUMENT. LllZl!I�I�II8IIIIII�II�IIIZIIII���IZIII�II6IIIII�I�IIIZ IIIIl�lZllll�llal�llllll�ll�llI ��ll9lllIllll�ll�LlllIlllllll91 llllll(ll11�1111��11 �1111ll11W�llJ111111111Wll�llllllll�llll 1 9 I)1I1119 11111T1111L(I�Eill1llllllliIIIIIIIIiIIaIItINm�II ii �.