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7128 SW GONZAGA STREET-5 2 REV1819NS BY 7 �+ SW Gonzaga St Plant Lia" TA Sr�cicS � S7� - OttAllhtY = . . . — �...._ •_.. .___ AM Azalea Mieranthra "Rosaeflora" 1 gallon 16 RCC Rhodn. Christmas Chrer 1Fallon ' 1 gallon 2 V�It•� '` • ' � � , RJM Rhodn Jean Marie 8 p �, -rpA* FSP Forsythia Suspensa 1 gallon 72 � .&I0 Y ��tr1,�l 1 VM Vinca Minor Periwinkle 1 gallon 0 30" o/c diag. mAss AP Acer i'Inntanoides Norway maple 3" cal/ N-8' 4 � �1E� r� A R Acer Rubrum Red Sunset Maple 3" cal./ b'-ti' 5 ncrete Walkway \% PCA Pyrus Calleryar►na Ornamental Pear 1-1/2 cal/b to 8 8 sr PF Photinia Fraseri 1 gallon G VO Viburnum Opulus "Snowball" 1 gallon 0 30" o/c diag. 12 i. ..._ Office Bldg . Fxis in Tr t: ---- I auecie�_— -status_ ai14" ���% Y(Z0U1,� � 14 Douglas fir to be removed 1 S' t4a 2. Spruce to be saved Parking 3. Maple to be removed 15" ! � � VrTW 14" 4. Maple to be removed 12" C1.)ri4i -- • - �^-t •S• Birch to be saved 13" 34 Birch to be removed „ �!l. RJ H • vM • 1;t M t!rftDpr,R• '1. Spruce to Ito sAved �,, � • Total caliper inches removed a 56"x .66% = •.)f mitigation regnirrd; Total caliper inches new trees provided on site .• G•r,:,�VOPGO� VM ta► .. — -- • Uwe I E04 44 to �. Portland F Comm. w Collage ndsca a flan °' o . s} o cn H •t-� Z,O l•d t'' 1 it t.,lry 'R Sr g --- _i�_o��a,�_._..._ ___ rob-•w__.....__ __ ___ .. _ • ST. 0 WDONALD BONITA R� ,� -� TIGARD "IlliL tr GOM -71 / I CITY OF TIOARD 9 ✓°� I - Approved ....................................... .[ BATTLER RD. GPe'� - ed.......................... � — � t Conditionally Approved I (�•o ; „ I GII �b� �l.o Tor only the work sa deecrib�W In: tjSee Letter Io: Foltow.. ..... ot,cxo _ I<9 ................................I I% lob Addm.;.*: 4 zs cW 0",V � • '.�*jL � � w C sr icinit G �a 11 1�Poo 4 ct1 `.�'x,;�� VY 04. /O go Jt SPI Site Plan/Landscape Plan + C1 avil notes • y ` I�� a _... 9�j� 4j1 -------- --- – _ �, i b•� C2 avil site lain Land arva: 22,410 s f - - �`— C3 avll m a I;uiltlinK footprint Anon: 4,t112:�f _ � Al FitstPloocPlain/Scheclules Total bu. lding area: 9, 624 sf _4 _ A2 Second Floor Plan/Roof plan 790 sf � A3 Elevations � . Walkways: 5,1 0 sf 2,x"14+ of alts t#N B � A4 Sections I.,indscaped arca: ` • A5 Refected ceiling /ligfitingLot U p a covvra e: 24% � Ab Enlarged plans&int.elevations Flo g A:1 _ I�Ituor arca ratio: ,,, ----" A7 Wall sections • 11,035 sf 491Yn of site A8 IN-tails • Parkin}; area: . • 1'+irkini; required: ;27 ripncrs �S • :�3 spaces 31 structural notes Parking provided: P ' � 52 Found.plan/2nd floor fin* S3 Roof firaiming plan Date PiI,: I eil S4 Shear wsH plane scale S5 Structural details S6 Structural details Drawn Two story office building First Floor area: 4,812 sf ].d.)�.i - area' 4.812�� r1sill 0r ion Total arco: 9,624 sf 5iteShoot See C2 for detailed inforrna on `"0 a',o I t Occupancy Group: d Construction Type: VN ' 9,000 sf x 2 storie�a= 16,i1(Nl sI > 9,f+24 ok Of •N• occuh;Int io id: ea floor 4,812/100= 48 > ;t0 (2 exits req'd) 1of 10 ' p,gylat'••r- .. .,. - v. '#IY,YW Tik•4i Vf , .t �+eh:.#2''. .. ., a «.. I . ,. .-r.- ':..wi...• .......•.n,.rv.. • .. •• e_YT. 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T Its coke 9WDEWALK ,______ ;_.._— _. . __._ ` ---•L A&vW&T PAym M! ■N'OG EA WAY f •." bLOFE 6'NOK RESERVED P1"m WALL � � ^A ►.F,no"ON �4`� �c _ amll V,GA COM Lam✓ '-� •71'Or_FA WAY �� Q• C •7 a MTOIA110NAL IIYMeOI.OIs � RY wTM r�. P4RIU►r;0, cNr r- w RAM comam" L rATIGN " IDAW.M ri O(� , MCE Of 6A1/ SM IN "iGLE rArA OF o -4. `�� �' �r4puteBACKORO� _6W LOCATICK TYP. GMM y ll COLOR DAND � I'-0" N-TOLD CIiAN• I n'-O'MNI'1l''I WAR WA DETWEVII AT? I LNC GATE � \ ;► PLATE OR PERMIT Of.4 % w1lilmul"m • rl*"\ CONCRETE EDGE and ALK ,` ONLY., COMM \U2 1 V2 • 1'-0' APPMDACW PAD �WAIRCTP-T A N10 N LETT 2 SP2 1 2j WdGuAlu EA&M 610 IN tw.Uw MAIMe L3%x39c'4`(GALV)UY IVOX E" NEL&M•TIDE• 2'-I'Of., �424*Oc, r5-4\ DUMPSTER ENCLOSURE a ACCESSIBLE PARKING SIGN LU \U2 1/4' V-O' \Z2j 3' I'-m' a ° Is LLM V) L LM z • .o Q •A t' - 4 a , bal.ID TOP CA3l6E0 a 0I� V0_ � Ila- --- 1011 611, LLJ 40 co V) Z 0 2' DIAMETER umi I I 6TANDARD PIPE O ii II � Q i'NCK K4@*leT- I I I I PALY 61412 fED 2 CONCRETE EDGE 1 1 1 I 1 I/?' I'-�' i i i i I' 4' I R'� PLATE 3/e'Xb'Xb' MAX#LOPE 4n PLAID sm.�'• t l I I MAX 111LOPE I,r N , COC.WI.K U E* M a 4s OC.VERT awmN ON R-•.: ----- LNE OF FILL (TYP) �10 � � I I ool IV I' r---TOOLEr, EDGE i i ��3' (4)3/0' DIAMETER X 3 1R V �- i••■■ l i i i i 'Il ow ALL BTI,ID ANCEIORe'! \ /� ADA�DV=AM AILL V 4d TOP r W"OM i i i i PIOOV= #4 DOWEL � •46'= 1 I 3/1Fj1 I i fRAIWT{Al�T�1l1 • li'GONG.APRON 2'-�• i I r RAMP AND PLAT PAVE W / • a/V*24'=EA WAY I 1 I i CONCRETE 8LAIB (2)04 WORIZ t I I .• I I+: I 1 '. I� _ t' •' lig . 11 ' �i It + TO D 11 „ .'I 1• :•. 11M1I • t •n• W APE Q am EDam TYR C ~• •� •Q' �, •�. ' ..,i1••. • ' • .•...•�• ,fix• • U •'� , .\ •• ` • �. 111' �-T�.-, . ••••• •.•-•t 2'•b'II •.. •.; ', , : : � • �d '15 . O ° ° . 4rb'OL. - ALTERNATE ►+oR1L LEC+6 3 CONCRETE CURB s MASONRY TRASH ENCLOSURE WALL s BICYCLE RACK 12 CURB RAMP \U2 11/2' • I'-D' 3/4' I'-m' 1 1/2' 1'-®' \U2 NOT TO SCALE •_ ill W*VWIN MEN FPCE ATS sk3N,6E DE TLP .NbP9 � � �* a MAX eLOPII: wn E101.T HIPrGE TA �� FLAI�D�'?Y!! MASONRY i�UbT a MAX KON I1r E --- EXTRim car..ctm 1 I � ' 61 ------- EPDXY To PAV31G ` A6PFL4LT PAVRY,,TYP. r \ A'-O'LON*WHEEL 6TOM IrboTN CENTEPEW ON PANKM!'!TALL PROVIIIN A6pHALT PAVIN4 LATCH / •IRANNTION wx w •. • FILTER FAORIC(TYPJ :•.;. HANDICAP PARICNO STALL RM'!AND FLAT PAVWW /��j�fI �j� 1 •• \, • �1 ° °o "! ,.'. � q q PAOME Ilmo FI Q) 2 �� �� ��( , •' a °e o•I ab a• o p �/ ��17�V1. l•�.l�V� �. iIDWIALK AIS%A"mp"TION WNW (n ` I 1 \V ADA APPROVED 01MCTASLf /� \ �i i� 5n•4 GALV.ETL Ut4•>�rl 0 ALL 6LOPEe / / o DROP PIN to/6LEM ({'' _ ____--•_-- _ o -- 1'-`' A ti EII M RAMP*WILT ALOW A LMWIR OP*FLAWD"M -------- -- PARALLEL PLArNTER Feb. 10, 20M 4 EXTRUDED CURB 7 DUMPSTER ENCLOSURE o PARKING — SIDEWALK — PLANTER SECTION 3 BUILT—UP CURB RAMP 11/2" ■ I'-O' I/4' I'-m' 3/8' ■ I'-O' NOT TO SCALE DAT P2 Of Sheets mn full Oolaap ft. 2 M 2e Imp:.Grp ._ • _ s+wlRel!sm�.•� +,:�.. �:+*vr:^,nap!'aL - t. .,:.,,p•<•,r k2rf-AiM4'yf-M,:Yt/R1/aIYYMMIO�'tlM/VMVN r � �•- •1 ' �! r . t z 10 12 I I I ! IIIIIII IIIIIII IIJII{I III III II Lllllll II! 1�1 til II I11�711 IIIIIII �II�III �l�I�I� I�I���I�III���I IIIIIII �I��I�I IIIl�►� ��I���I I � ! ; w,. .; ! , i , I I I I I IIIIIII 11IL1 . Y I `' ,�► I I ILII 'ISI I1 I� �I JI LIA11111111111; Inl � �'I ,�I � �I �I PI III I'I rI I tl Au iio ILII 11lltll t IUIb U IIIII 1 Iltlll I it"* IIIIH III 11111 1 1111 III 1!lII�I � �n � �► ! ! � I n ►II c null I llll►III► l II I (nlll I ullll 11 Iluh dlow I��III II Iulll I Inlll II lul�lu I ► I It ►II I IulhT�mlh�rI wIE► i _ � .._, fd.' i s �,� 1,!.. �t. � '� . pq.•Y@'+ l..N '1.1/-'-r.a u..,... ,+s•.•a. ..a i^MwT<•..>_.+wrS..._n.'*n^n@^y�v .._.. rsw,•w,. .. ., wnww. +s•..wuumt..rs.M.rw.nw..-•..-.-..'..... ,.:_--s•+--» - .....• -- ,aew - ... war•rw.. ..-.-...r ._ .. _._ _ -... o.•..n. __.....-..•... _,•-•,... .e..a -••R...._. -,L-.-. -... ..., _ ... t .... 1�6'gll :.w..,., tf :MNY°!R.L►'r -««..- +.. •we- . rse+r,wr.•n..« - .n,- rwr•.wr.w. _ ,R ; a,t :4 fi { a i t x r GENERAL W N03i U psg�r 1. PRIOR TO THE COMMENCEMENT OF WORM, THE CONTRACTOR AND ALL SUBCAWTRACTORS ARE TO HAVE ALL NECESSARY CURRENT LICENSES, PERMITS AND A COPY OF THE GENERAL CONTRACTOR'S LIABILITY IN-- ilk v � SURANCE THAT CAN BE PROVIDED TO THE G TY. ci 2. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CITY OF TIGARD AND CSA CONSULTING ENGINEERS WITH A SCHEDULE SHOWING SEQUENCE OF MAJOR CONSTRUCTION v PHASES AND ESTIMATED DURATION. 3. THE CONTRACTOR AMD/OR SUBCONTRACTOR SHALL HAVE A MINIMUM JOB SITE CAMPLETE SET ALL TIMES �RING CONSTRUCTION.APPROVED CONSTRUCTION PLANS ON THE � ��� 4. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS s AND THE APPLICABLE REOUIREMENTS OF THE CITY OF TK:ARD. o S. THE CONTRACTOR SHALL KEEP CSA CONSULTING ENGINEERS AND ,r' P,� K THE CITY OF TIGARD ADVISED OF PROGRESS AND GIVE 72 HOUR NOTIFICATION FOR INSPECTION, TESTING, AND TO OOSER%Z ALL v �•�•� NECESSARY WORK PR!OR TO COVERING IT UP. Lf!NTRACTOR WILL UNCOVER AT MIS/HER OWN EXPENSE ALL WOPV. TH;,T WAS BACKFILLED adde OR COVERED PRIOR TO OBSERVATION AND INSPECTION. 3 6. THE CONTRACTOR SHALL PERFORM ALL WORK AS SHOWN ON THESE DRAWINGS AND ALL INCIDENTAL WORK AS NECESSARY TO COMPLETE C? N THE PROJECT IN AN ACCEPTABLE mANNER AS I)ETERMINED BY THE ENGINEER. « 7. ALL MATERIAL USED IS SPECIFIED ON THE APPROVED PLANS OR z z r SPECIFICATIONS. ANY ALTERNATIVES ARE TO BE APPROVED BY CSA •• ti '- CONSULTING ENGINEERS AND THE CITY OF TIGARD PRIOR TO USE. c p ALTERNATE MATERIALS, UPON REOUEST, MUST BE APPROVED BY CSA < CONSULTING ENGINEERS. S. ANY PROPOSED CHANGES ARE TO BE SUBMITTED TO THE ENGINEER v9" Li AND APPROVED BY CSA CONSULTING ENGINEERS AND THE CITY OF Z TIGARD PRIOR TO ANY WORK BEING DONE ON THE PROPOSED CHANGE. NO PAYMENT WILL BE MADE FOR UNAPPROVED CHANGES. rr � 9. EXISTING UTILITIES SHOWN VN THESE PLANS ARE APPROXIMATE. THE SW D68TMOUTH S CONTRACTOR IS TO VERIFY fHE LOCATIONS AND ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. IN CASES WHERE THE ACTUAL LOCATION AND/OR ELEVATION VARIES FROM PLAN, CONTRACTOR M�1 SW ELMHURST ST SHALL NOTIFY THE ENGINEERS BEFORE PROCEEDING WITH CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL UTILITY M� N SERVICES TO THE SITE. z S RMQSO o 11, THE CONTRACTOR IS RESPONSIBLE FOR MANAGING CONSTRUCTION DEVELOPER: ' SITE ACTIVITIES TO INSURE ADJACENT PUBLIC STREET'S AND PRIVATE PAHLISCH HOLIES PROPERTIES ARE KEPT CLEAN AND CLEAR DF DEBRIS', DUST, ALL PAHA S HOMES SW BE LA SW BEVELAND ST NUISANCES AND DISTURBANCES OF CONSTRUCTION. THE CONTRACTOR DENNIS12540 S.W. 68TH PKWY, SUITE B 's SHALL LEAVE ALL AREAS OF THE PROJECT FREE OF DEBRIS AND TIGARD, OR 97223 Ufa.'SED CONSTRUCTION MATERIALS. a,� SW ZAGA S 12. T�-'.: CONTRACTOR IS TO CONTROL DUST FR01l. THE CONSTRUCTION 10-4 AND HIS/HER CONSTRUCTION ACTIVITIES. PRIOR TO BEGINNING WORK THE EROSION CONTROL PLAN APPROVED BY THE CITY MUST BE INSTALLED. Sk, ;W HAMPTON 13. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE ENGINEER: y WITH STATE, COUNTY AND LOCAL OFFICIALS. CSA CONSULTING ENGINEERS 321 S.W. 4TH, 4TH FLOOR 14. THE CONTRACTOR IS TO NOTIFY ALL UTILITY' COMPANIES FOR UNDER- 321 LOCATIONS PRIOR TO ANY WORK AND/OR EXCAVATION. "ONE V) PORTLAND, OR 97204 CALL" UTILITY NOTIFICATION CENTER, (503) 246-6699. (503) 228-3848 15. NOTE' Y CONSTRUCTION INSPECTION DEPARTMENT 2 BUSINESS DAYS BEFORE COMMENCING WORK. w VICINITYMAP 16. STATIONING IS BASED UPON CENTERLINE UNLESS OTHERWISE SPECIFIED. _ � of 17. AN EROSION/SEDIM'.r' -' 'ON CONTROL (ESC) PLAN IS REAUIRED ON THIS PROJECT. THE IMPLLmc.NTATION OF THE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE PERMITEE/CONTRACTOR UNTIL ALL CONSTRUCTION G E N D IS COMPLETED AND APPROVED AND THE VEGETATION/LANDSCAPING IS T ti LE ESTABLISHED. PROPERTY LINES Iii �...� CENTERLINE I EDGE OF PAVEMENT U W 'I — ' ----- LOT LINES 1' CONTOURS a 5' CONTOURS LOCATION -Ss EXISTING SANITARY SEWER ABBREVIATIONS TAX MAP: ISI 01 AC PROPOSED SANITARY SEWER TAX LOTS: 900 CONTENTS ------- -""� C.L. CENTERLINE � R.O.W. = RIGHT OF WAY PAGE DESCRIPTION ,+„r ,SD._.._.-. EXISTING STORM SEWER E.O.P. = EDGE OF PAVEMENT P.C. POINT OF CURVE 1 COVER SHEET PROPOSED STORM SEWER P.T. POINT OF TANGENT . NCHMARK F.L. FLOW LINEELEVATIONS ARE BASED ON HCVD 29 DATUM 2 PUBLIC SANITARY SEWER PLAN AND PROFILE 0"4 N EXISTING WATER LINE STA. STATION 00 STD. STANDARD BASED ON CITY OF TIGARD D AT THERK. BEING A OF 3 PUBLIC WATER LINE PLAN AND PROFILE z A L E � a4z � PROPOSED WATER LINE 3 BRASS DISK, Qc,A81 LT. LEFT S.W. HAMPTON ST. AND S.W. 72ND AVE. NGVC 29 4 HALF STREET IMPROVEMENT PLAN AND PROFILE00 ._.�.,_G - EXISTING GAS LINA: RT. a ELEVATION IS 221.84 . w N RIGHT � N LOT ! LOT NUMBER EL. — ELEVATION 5 SIl'E PLANn •` EXISTING MANHOLE R. = RADIUS 6 GRADING AND EROSION CONTROL PLAN 01 L. LENGTH OF CURVE AREAS M PROPOSED MANHOLE A.C. = ASPHALT CONCRETE 7 UTILITY PLAN (STORM, SANITARY, AND WATER) � q„ WCHR. a WHEEL CHAIR RAMP PyNEW A.C. HALF STREET IMPROVEMENT S.W. GONZAGA ST. - 3224.54 S.F. 8 DETAILS D'4 EXISITNG WATER VALVE H.C. HORIZONTAL CURVE NEW CURB AND SIDEWALK = 1,076.28 S.F. 0 ® PROPOSED CATCH BASIN C.B. CATCH BASIN 9 DETAILS �EX, EXISTING �P�SED SITE - 21,362.47 S.F. 10 DETAILS EXISTING CATCH AASIN C.O. = CLEAN OUT PROPOSED BUILDING - 4,828.75 S.F. PROPOSED PARKING . 10,874.91 S.F. FIRE HYDRANT PROPOSED WALKWAY - 992.27 S.F. PROPOSED LANDSCAPING 4,666.64 S. CITY OF TIGARD CASE FILE SDR199C-00007 - -- "Now MIIM 3d n "7 ,. :- ,a. ewx„ .,..eti •.•►r.K...aw. . . . .„,aesr..,v, ..w, ..•+a;v�«�•w+vasaaaaetn;,w;'�'�";rp'R` "':r jRftVWWft*, AW 41 —Ilk ...w.M�11C1�llIARIrrl11 al++MM1/Y... ., ,F k •.c airnx¢+rwt_ , a 4 �+ 10 2 14 I 1 •r�. +�. � t 6 t � t • ' � ' 111 �f1111 �l;lll'I� IIII�I,� IL:I Ilfl 1il�ll 1111111 111!111 1111111 111!111 11111!1 1111111 11!1111 1111111 IIIIIiI IIIIIIY 11!1111 1111!11 1111111 1111111 !111111 11111!1 II _ a �'� .� � t���lrl a � � �� 0 'I Teti '�I I � �'! �I•` �1 �'��i �I � � �a I tm urrl t�lut! nt�r t ttulrl ,;�t t uuh'I�i ntt�mtltl tr l � n rlr r uub r rurlr r blit nulA�I nnlr r urlrr r mrli�� urrh rrrrh n tudr t rrnlr r nrilrrt t t r mrlr a rurF+I�nrrl�lnuh n • y f . � .. I �� U� 'I •l .aw. _ _-i�Vl4�,.,._•'#�•.4 , -. v . ,.+,4••vA11M•t h e,....xr.wi!rFn.Nd1W N. ^l xrrtn.ssa . ..Yrv:,< ... _..,..... .........•,... .... .. ,. ,. ,. .._,.. _.,.,:....,. .,.......__-.,..,.._.,.uw —--- — -_._.� .,,#.�"... -At.�' elE. j}"�dx� t+a .. ' • +j A• :.Y. SANITARY SEWER N07"'S: & 11 6 (.= 1. ALL P.V.C. SANITARY SEWER PIPE SHALL 5. ALL SANITARY SERVICE STUBOUTS SHALL. BE MARKED w CONFORM TO ASTM D3034, SDR 35 SPECIFICATIONS "SANITARY SERVICE" WITH A 2"X4" FOR THE AND SHALL BE CLEARLY MARKED AS SUCH, FUTURE LOCATION, AND SHALL DENOTE DEPTH FROM TOP OF 2"X4" TO INVERT ELEVATION. 2. PIPE BEDDING SHALL. BE AS PER A.P.W.A. DIVISION III, SECTION 301.2,02, AND SHALL BE 3/4»-0" 6. ALL SEWER UNES ARE TO BE AIR TESTED, PEP r r N CRUSHED ROCK. SECTION C.05 OF THE UNIFIED SEWERAGE AGLNCY �; CONSTRUCTION STANDARDS. ALL MANHOLES THAT 3. 4N ALL SEWER LINES TRENCH BACKFILL SHALL BE REQUIRE HYDROSTATIC TESTING SHA!r BE TESTED, IN z '. CLASS 8 PER UNIFICJ SEWERAGE AGENCY STANDARDS, IN ACCORDANCE WITH SECTION 6.05 OF )HE UNIFIED x ALL PUBLIC RIGHT-OF--WAY AND PAVED AREAS IN SEWERAGE AGENCY CONSTRUCTION STANDARDS, k` in v THE PROJECT, TRENCH BACKFILL SHALL BE CLASS 'A', = 4d OUTSIDE THE PUBLIC RIGHT-OF-WAY OR OUTSIDE 7. CONTRACTOR SHALL PREPARE A PRINT FOR THE ENGINEER, OF THE PAVED AREAS OF THE PROJECT. SHOWING AS CONSTRUCTED DATA. 4. TRENCH BACKFILL COMPACTION SHALL BE AS PER irk A.P.W.A. DIVISION III, SECTION 301.3,07• CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT � � !� AND METHOD TO USE TO ACHIEVE THE REOUIRED - COMPACTION. 240 CLASS 8 BACKFILL I (3/4"-0" GRANULAR BACKFILL, SEE USA DETAIL 0200-•CMS)) 1 � r- } , V 0' STUB ' EXISTI G GRADE ( ND CAP AT A ITARY R _ - ____ _ _ w ,- cv 1 + � o Li EXIST. 12 WAT R I pNITARY a Ln 00 V 220 ___-_ _ — ____ — -- - - -- -----_ - ►—� 1 i E IST. L . ' = a N N ►—� �1 STORM 0 zill 0 j � � w } EXIST. in ;; a WA 111"I'll Ica . + N Ica _ � # N i } � -4 i � z { ' CL 200 C4 Olt: nuc a Z W - "�•1 V 1 cd u 0- otr, vi 8 lya cn a Z l.� vl �pO !!p�ryry �►^ 00 1 00 N(V N M► M V d N N N N N r� 10 20 40 s0 V 1 1 0+00 1+00 2+00 3+00 4+00 W ~ z HORZ: 1"=20' z VERT: 1"=5' PUBLIC, SANITARY SEWER PROFILE z 6 HORZ: 1"-20' U VERT: 1"-5' SAN. SEWER MANHOLE , ti P,;M z 218;39' SANITARY SEWER M.H�_ IE IN(8"D.I. E) - 211.29' I IE IN(8 PVC,N) - 211.45 PER U.S.A. DETAIL 010-SA STA 4+57.73 IE OUT'(8"CSP,S) - 211.23' I I ! i ( 'r. 1� 1 l� RIM - 235,.. i } I • ( I - IE IN (8" PVC, E) - 228.45 18" STUB IE OUT (8" QVC, W) - 228.25 AND CAP . . ST" SANITARY S£K-.R M.H. 'A' } * __ . ___ __ _... ____ _._....._ �_ _ ,_ C 2 _-___ .__ - �_-_.{ Q PER U.S.A. I �>< _.. _ c: _ _....- �;�;. _ �,.•,,_., --7___ - --, �" � �7 VV 11 ��I i -- DE A L: 01 - SO �' • r STA 0+00 , --; _ RIM 218.38 IE IN s" CSP, N - [101.89 / / i y ' ' 'N 8" PVC ASTWD3034 SOR 35 tANITARY SEIR ^ ' �' + lip IE Ilk �8" PVC E� = 211.09 . , ,i ,,� L ao IE vUT (A CSP. S) - 210.65 a ---+\ 9 00 S qw I _ _-.1�• ;'r•^ _ .— _�� ___ 'w/M^S.1'L1R'1RA-J - a�+ w 4 .. , '}. ..+.�• _._"1. •1 6 ` 'f'' • ,�.. • . • wra f r n_! _!L (y ` . • r �.eeel i nor r--'STA 3+27.97 RT.`33.00' 6" PVC S NITARY 1 SEWER LA�RAL 4 of !� 7'w 2 10 12 14 ". '.M.l4V v:19nNxbJl4N,YIttlM•.W ,y • - - {}' ., e ' ' w I' lY'Yu.1•J$1�:9`.r.°u",�AM�••S + - �' 1• � �l{"" y , 1 a • • (illi ` ��� �1 � ��t ll�l 11 Illlll1 � ��ili`11 IIIII�I I�I�III iiil�i� iili��� ��iiii� �ii��ii ��i�ii� �!��i�i �}�}��� ii��i�r ii��i�i i��eii�lii��i�� �iii�ii IIII��� �i�>>ii ii � ,� a ~ ¢ , - ,. • � ^ M� ., �, i il�anlhfiunit�ibArhQl�Imlll�i{mihl��iulu��iue!i�i��i�����mih��wd'Ti���iuh s t ,. I Y' I ' ,�:. �►; w..A•'f�wk.,,,l,lh,�,,",i!rv„ur__.. r' r s � � r - `�' J .-v..-.... .1•.wb.xs•re;..,•..wwro..,,a-.brae:• 1 �•�fM..:Hwreti,,,e ,r: •. -►N+4 .`.e. .a+n' IY WA41WKh{ _ ' ..v „_., ...r.1i�„++. ._. ._ O.r ..r.A.°. -. +,_-..,.-,...•.....-,. w..,w.e..rsu,n.,ra nvr ",«. , / • . h ,. :. � - a... vr•end•^•-'.,:e.w, ...+M+u,rsn. „+en.«..n,a+►*.,.:.,sr.^e. .+-tawhry e,.em •.r ::. vrrreeww.twdmu...-. r_ +w.+„w+. tea”' rrlrs�n, �:r: � �1%t'��IE,�iiy.�'ft�'WY►`,b��11MM�''t' z .awpogyv ;: +e.,.,'J[•' 1NS•' ra�+1',„mow. 'AM •M.a' fIMII�M. ••� r . Iy I! E WA TER NOTES: 1, ALL TIE-INS TO EXISTING WATER MAINS SHALL BE MALE AFTER THE PIPE 9. ALL TEES, BENDS AND BLOW-OFF LOCATIONS TO HAVE A POURED-IN-PLACE 19. TRACER WIRE: HAS BEEN TESTED, DISINFECTED. AND THE INSTALLATION ACCEPTED BY THE CONCRETE THRUST BLOCK, CONFORMING TO THE CHART IN THE T.V.W.D. WATER INSTALL A 12-GAUGE COPPER TRACER WIRE ON TOP OF OR ALONGSIDE THE WATER T.V.W.D. THE CONTRACTOR SHALL ASSURE CORRECT ALIGNMENT OF PIPE, SYSTEM STANDARDS DETAIL 20. PIPELINE, FOR THE ENTIRE LENGTH OF THE PROJECT. WIRE SHALL BE INSULATION BOTH VERTICALLY AND HORIZONTALLY Al THE POINTS OF CONNECTION, ALL 10. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 36* FROM FINISH GRADE. COATED. WHERE "RE IS BROUGHT INTO METER BOX, I FT. OF WIRE SHALL BE LEFT BULKHEADING, RESTRAINTS, PLUGS, AND TEMPORARY TEST PIPING SHALL REMAIN IN BOX NTH THE LAST I INCH OF WIRE LEFT UNCOATED WHERE WIRE IS BROUGHT IN PLACE PRIOR TO THE CONNECTION TO EXISTING MAIN. AND SHALL THEN BE 11. PIPE BEDDING SHALL BE AS PER A.P.W.A. DIVISION III, SECTION 301-2.02 AND INTO A VALVE BOX, A 1/4" GALVANIZED BOLT AND NUT SHALL BE INSTALLED IN REMOVED BY CONTRAC'1.OR AFTER THE CONNECTION. SHALL BE 3/4--0- CRUSHED ROCK A 3//8" HOLE DRILLED IN THE VALVE BOX. THE TRACER WIRE SHALL BE LOOPED Li x TWICE AROUND THE BOLT AND THE LAST I INCH OF COPPER SHALL BE LEFT u 12. TRENCH SACKFILL SHALL BE CLASS -D', PER T.V.W.D. WATER SYSTEM STANDARDS, UNCOATED. SPUCING OF WIRE SHALL BE DONE USING 3M. ETCON OR APPROVED 2. ALL WORK AND MATERIALS SHALL COMPLY WITH T.V.W.D. DESIGN STANDARDS, R PAVED AREAS IN THE PROJECT, COMPACT THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES, CHAPTER 33. IN ALL PUBLIC RIGHT-OF-WAYS 0 SPLICE KIT. STATE HEALTH DIVISION ADMINISTRATIVE RULES. EACH 8 INCH LIFT TO 98X MAX, DENS!TY AS DETERMINED BY AASHTO T99, A.W.W.A. AND A.P.W.A. STANDARDS. METHOD "D" MODIFIED. 21. TRENCH PATCHING OVER ALL TRENCHES IN PAVED AREAS SHALL MATCH THE EXISTING SECTION. 3. ALL WORK WILL BE INSPECTED AND APPROVED BY T.V.W.D. 13. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MADE AT APPROXIMATELY 90* AND HAVE 18" OF VERTICAL CLEARANCE. 4. FURNISH CLASS 52. DUCTILE IRON PIPE CONFORMING TO ANSI/AWWA C151/A21.51. PIPE SHALL HAVE DOUBLE THICKNESS CEMENT MORTAR LINING CONFORMING TO 14. ALL MAINS TO BE TESTED, PER T.V.W.D. DESIGNS STANARDS. ANSI/AWWA C104/A2i.4-90, SEC. 4-8.2. 15. ALL COPPER SERVICES TO BE INSTALLED BY THE CONTRACTOR, PRIOR TO 5. ALL PIPING AND VALVES TO HAVE NSF APPROVAL, DOMESTIC FITTINGS ONLY, PROOF ROLL OF SUBGRADE. 6. MAXIMUM DEFLECTION AT JOINTS SHALL NOT EXCEED T.V.W.D. STANDARD. 16. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER. PRIOR TO DISINFEC71ON AND BACTERIOLOGICAL TESTING, IN ACCORDANCE NTH A.W.W.A. 7. RESTRAIN ALL VALVES. TEES, BENDS AND FITTINGS. STANDARDS C601. AND PRIOR TO CONNECTION TO THE PUBLIC WATER SYSTEM. 8. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI STRENGTH. 17. HYDROSTATIC TEST PRESSURE k.AALL BE 180 P.S.I. AT THE PONT OF THE HIGHEST ELEVATION OF PIPE BEING TESTED. N 240 W_ V­ CLASS V BACKIFILL (3/4--0- GRANULAR BACKFILL. SEE T.VAI.D. DETAIL 10) 4+53.19 u UNED) (CLAV i CEME LF. 000 454.69 EXIST. 3 6" WATER EXIST. I b 3i )QST. 12" STORM > UJ 220 20 WATER cr 0103 w CL to X CA >- 96 �6 cr j + + CID + + 414 z to NOIE* ALLOWABLE DEFLECTION FOR 111' SPOOL §C, IS 5* OR 16w MAX. SEE T.V.W.D, WATER SYSTEM STANDARDS FOR CLARITY. Z Lu - P- z I- cr V) 40 W In cr Aw 5800 � ;! CS1 4 a DOW AWv em 00 40 c*4 N N & (4 L) 10 20 4-1 so 0 - 0 - 3+00 4+00 V) 0+00 1+00 2+00 0-4 lo--� 2 HORZ: 1*-20' P UBLIC WA TER LINE PROFILE VERT: 1*=5' 4 HORZ: 1"-20' ui 5 VERT: 1"-5' 8" GATE VALVE M.J. X FLG. Km=Mmm� . . a X8 N. -wt iij. i m.J. 2w TAPPED M.J. CAP r, -AG'A ' SW ' GONZ --so- 4-077- 7. W/ME-GALU0--RF-TAINM GLANDF X A-10+45.61 -iii(STALL AND 2" BLOWOFF ASSEM13LY ErT. 12" W�TER SEE T.V.W.D.uNDETAIL 203 8 11 X' VERT." BEND M.J. .... won-no" e7 N TH MEGAWG RESTRAKTS < XIST. 4 *ATER 8- T MOW- P*4 .....16�'! bb Ch W'�;`D.t-.P.--WAT�R 4 439.34 L.F. WATER aCk ujrR- ­zz- 0 W z 2ji 19.67 L,F. "N -77 STA 0+00 INSTALL fit 8" D.I.P. WATER UA-LL 4- w 00 12*XS" TAPPING SLEEVF WITH Sw GATE VALVE _ w 4" AM *w, bo c*4 'fir- -A--. w 4" AND THRUST BLOCK '17 171 0 W) STA 4+71.85 INSTALL mmommi nown \4 Oro C4 I* WA METER & 4"X8" TAPPING SLEEVE +j I-) NTH 8" GATE VALVE MJ STREI SHUTDOWN �No ET SERVICE AND TH' LIST BLOCK ABANDON EXIkTING W/ ix� BUILDING EMOVE EXISTING 4- WATER LINE STA 2+86.09, RT. 20' BUILDIVG SUPPLY JINE TER ME T� M.i. CAP W1 MEGALUG RESTRAINT .4 ON \IN-PLACE T STA 34-59.76 RT.�-?O e INSTALL FIRE HYDRANA I - I CQ STA 0+19\�45 INSTALL ASSEMBLY PEf T.V.W.D, STA 4+36.53 RT. 20' 8" 11 )4* \fERT. BEND M\4 DETAIL 101 STALL FIRE HYDRANAT I WITH MEGALUG RESTRAINTS ASSEMBLY PER T.V.W.D. It DETAIL 101 PROPOSED �Wrr. cn 14n ow owmw ft. likipsom w-ft- I Of n !11.1111_1 All 001 10 p 16 fru W, "".Won. % h . _ 25' V z t 15.5' t9.5' 1 e' 6.5' 0.5' Ii EXISTING o chi 0 0 CROWN--� a EXISTING y��+Z4 t1Y,�+1 V ju�i"1V1t►t�V'jC t`tV+j�yyifK.�`+yy j �' 'iWjS DITCH SAWCUT CONC. CURB k GUTTER AND SIDEWALK PER CITY OF TIGARD DETAILS 126, 142 d 2" CLASS "C" A.C. bd 2" CLASS "B" A.C. w 4 ve 3" 314*-0"0" LEVELING COURSE 8 12 2 -0 SUBGRADE .� S. W, GONZAGA S N.T.S. w C9 3 240 --___- -�__- - -- T - -_ __ --- ------ - - ----r- __ � __ ---- ____-_-- _.._-- --------, STREET AND STORM NOTES: CLASS BACKFILL • o N -�` (3/11"-0" RANULAR BACKFILL, SEE USA )ETAIL 0200--CH5)) u' �� 1. ALL PVC PIPE SHALT_ CONFORM TO ASTM 3034, L r SDR 35 ;PECIFICATI.ONS. ALL CONCRETE PIPE r SHALL CONFORM TO ASTM C76 CLASS Ill. "i e _ w CV 1 - • 12 PVC STORM DRAIN \ I (ASTM D3034 SDR, 35) 2. ALL TRENCH EXCAVATION SHALL CONFORM TO _ i �� �_ _ to 0 .► A.P.W.A. DIVISION III, SECTION301.1.01, AND SHALL MAX. SLOPE 3: 1 ! L=1,5, S-2.5% I w BE UNCLASSIFIED, ALL EXCESS MATERIAL FROM RE-SHAPE DITCH I + ( w THE TRENCH EXCAVATION SHALL BE DISPOSED OF L=63.94', S-4,547G uj rf M7, r .• 3S I L) A � Z ON-SITE. - _- -- - - ..r ___ -_ UC STORM DR IN P 3. PIPE BEDDING SHALL CONFORM WITH GRANULAR X w BEDDING AND BACKFILL REQUIREMENTS 01" '""r- • A.P.W.A. DIVISION III, SEC71ON 301.2.02 AND SHALL 2.84 8E .3/4m-O" CRUSHED ROCK. " 12 CSP S DRI" �- 4. TRENCIES WITHIN TIE RIGHT-OF-WAYS SHALL BE (ASTM C76 ASS 111) M�1 0 CLASS 'B' BACKFILL, WITH SELECT GRANULAR EXIST, 12" L = 61.13', = 0.7T� MATcRiAL CONFORMING TO UNIFIED SEWERAGE STORM DR IN f ��� �- , ,, ,,,1 AGFLNCY S,rANDARDS AND SHALL BE 3/4--0- CRUSHED /4"-0" I is M~ CRU_ ED ROCK. 220 I �,to 5. C'JMPACTION SHALL BE PER A.P.W.A. DI%4SION III, S►:CTION 501.3.07, CONTRACTOR TO DETERMINE N ci TYPE OF EQUIPMENT AND ME FHOD TO USE TO u ACHIEVE REOUIREG COMPAC)ION, IN II QPOTS WITHIN THE ROADWAY 3 0 ; n � 6. MATERIAL J W . �. SHALL 13E REMOVED TO THE DEPTH REQUIRED TO � � � t � � z '. � I V1 NNS PROVIDE A FIRM FOUNDATION AND SHA_L BE I� of J I & N ; N + "r• I V REPLACED HATH 1-/12-- )- CRUSHED ROCK. THE J N ! I S a �., t 11 OM a ENTIRE SUBGRADE SHALL BE COMPACTED TO 927E z u ( I _� �. ' [Z, OF WA:;IMUM RELATIVE OENSITY, PER AASHTO T#80. MOISTURE CONTENT SHALL BE + 2% OF 1��- ,�N �>PnMul�. a � o N „ O N N „ 8 i r► F= A 11 C4 N II � � � t I .J ^ I II (I N �1 O 7. ,ONTRACTGR SHALL NOTIFY THE ENGINEER WHEN o w -�3 i a SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO � cr ~ PLACEMENT OF ROCK BASE MATERIAL AND 24 F ' Z W �'' �' M W ! W N i HOURS PRIOR TO FINAL PAVING FOR AN x N " ,� 'P � ''? w W aoot N ^ an . . Nr0 INSPECTION OF THE WORK. FAILURE TO p�0 SO • MALL MAKE ANY SUBGRADE FAILURE OR ! �' � ? � N�,� cn N � ? N �o� � � � � + DRAUNAGE PROBLEMS THE RESPONSIBILITY OF a a u z a s N a I z z a o f Cal (A THE CONTRACTOR. ttwowc t~i1 � �1w w �- z ( � wwW ? nW. (A Z ►- e. USE 3000 PSI / 6:1 SACK MIX CONCRETE. FOR ALL SIDEWALKS, DRIVEWAYS AND CURBS PER CITY to N n CO M r to $' OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS. t` , N Ncli NN Nay N N 9. CUT STRAIGH- :4ATCHLINES TO MEET EXISTING PAVEMENT :z WITH NEW PAVEMENT. SKIN PATCH WITH CLASS "C" 0 10 20 40 80 2+00 3+00 4+00 ASPHALT OR AS DIRECTED BY INSPECTOR. SANG r SEAL ALL NEW PAVEMENT JOINTS. 2 S. W. GONZAGA STREET PROFILE 10. TYPICAL ROAD SECTION SHALL CONSIST OF 2" CLASS "C" 3 HOI 1"=20' A.G., 2" CLASS "B" A.C. ON COMPACTED 3" (3/4"-0") 4 VERT: 1"=5' HOR2: 1"=20' AGGREGATE BASE, AND 12 (2 -0 ) SUB-BASE. PER CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN VERT: 1 =5 w STANDARDS FIGURE D-1. M +=1 ui r J cr. 1 BEGIN SAWCUT STA 2+47.64 RT. 4 _/ ." ... �_ •;+ �• _ -� r �� (� 2 SAWCUT AND REMOVE EXIST. A.C. __._ T _ _._ .__....�. __...__�___� T 2"---'C '-, G--O-NZ-AGA r--v N A G 1� _ __ � 1' 12" PVC STORM DRAIN - U3 END SAWCUT STA 5+13.23 RT. 4 ,. - _ _ .6. 1 2k,4)-' 4 S r'(ASTM D303 SDS 5� 8 3 5• y. O NEW CONC. C'JRB AND GUTTER ' + k ct PER CITY OF TIGARD DETAIL 126 -' �•`"• � _ � NEW 6' CONC. SIDEWALK �.R-� _� - -,.«.._:>..,._ _.._ .�--__�..r ."..,, x x • u ' „ o PER CITY OF TIGARD DETAIL 142 � � "' { x �'"'� cN �✓ p O INSTALL 24' WIDE STANDARD DRIVEWAY ` _ � - � �; •_ - --- � 4 z C9 PER CITY OF TIGARD DETAIL 142 -- �` STI► 4+04.89 RT. 18' 1 --- .fit 2.......... * � � w �• � � . •. 4" � " w,_..--- •4 --a-• ►� � �w CO bb J .� INSTALL NEW DITCH INLET c r j 7 3:1 PAVEMENT TRANSITION `REMOVE EXIST.`'l3CTCN INLET AND � I EPLACE WITH ''NEW DITCH INLET � / � •� �=:� E U.S.A. ETAIL 250 O 70 PAVEMENT TRANSITION ;ER INSTALL CURB INET '•` QT. 19.5 • r U.S.A. DET IL 250 , 12" CSP STORM DRAJN CATCH OASIN (CGr3�) ' ' j rr STA 4+51. r » » STA 2+18.26 Rt 20' (ASTM C76 CLASS Ifl)� PER U. :A. DETAIL, 030 �- I TG 234,Ei, '�'� O TYPICAL ROAD SECTION SHALL CONSIST OF 2 CLASS C TO =226.44 L = 61,13', S = (�.77 �+ STA 2 79.39 FST. 9 5 IE IN (12 CSI-, _) = 230.82 �: r, . t A.C., 2" CLASS "B" A.C. ON COMPACTED 3" (3/4"-0") {E (12" CSP E)� 225.41 TG = 30.03 : IE OUT (12" CSP, W) = 230.62 �•, w AGGREGATE BASE, AND 12" (2"-0") SUB-BASE, IE T (12" PVC, W), = 225.21 �, I a�'bt IE IN A2" PVC, E •;226.08 �• ' �, � PER CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN IE IN 80" PVC, *� 226.08 ~' �, ''$ 5�DEDICATION Q STANDARDS FIGURE D -1. " _.._ I IE WT (12 CSP, W = 225.88 r,= •-.c,_- 1 f Ropos-gam »>a elllr�sa. •d t1 mW 4 ,0' l.. 'P;", .9 ., ti •'�,.?h`:#°tira hl''. :�,y '4' �` 2 `, r• to - r ,t 14 16 d �- • �' ;�1 �� �` �:� �1f� illrlf I I Il` I I I I! All _ ,, f a Illll ala 1.,�.fl�l Iflllli. I III 111,111'[1111119lillll 1111111 1111111 1111111 1111111 1111111 1111111 1111111► ` �� ,� ��� 11111!1 1111111 111111 1111111 IIIIIII 111111 IIIIIII IIIIIII 1111111 �I ' 1n111111 t' ;I t tlnif I 1 111tu! 1 11111 I�Iti, 111tT'�ttulfTll�utiltlTlrndll t Al � !1 Z S 1 ++ I hdI lti ?I I 11�i11 �� I f ! 131 t0 k �unl6i`�tud111'i1�tu111 �tn1111►1tfd Iu t I nilb II III I uuh I unit � J �, � �Iftt 1 ludl}�i Holt t ntbl I unli�i nnh uuh a nub t nulnu 111111111 t III n•1uw nub a uuln I Ilfdl�ll Ib'",. .d�•IF.1 war .4rIM.lp{r". +�.- `�'^kM•dM►., n «rra�Ntx�r•+�.•.:, " ,_.,,,,,. ..;.+rs.:...,,x„a ,11fCnYM'^e!�«�•n.r+«. �. .•..twaw,�.w.•ew.rwtiv n,�.... W ICs S Lj Li ONZAGA STo dna cn 46 0 0 00 24' STANDARD DRIVEWAY — 4 - - -9- EDOE OF EDGE OF It a 4 PAVEMENT C14 PAVEMENT 6"SfIDEWALK X U-) z 11 I monow so ammmmwm� . 0 . 10;::t 5' DEDICATION A WV OI • • = . 58 N 89#05'30- T4 65. 15.75' 0 L161 > R 100' 15.75' L m 4.71'100' R = = 3.00 V) a L'-&- z a L 4.71' rn IQ m -4 > L" r > 4 P, (A rn rn 6 > U (A (A PROPOSED BLDG. 18.0, 25.5'ISLE Up 8 DRIVE A C4 8 rn LOT 16 LOT 14 w C a4 Al I L a 12.57' 14.00' z A O j E--4 8' LANDSCAPE ISLAND 18.0 . 3I 14.00• OC R - 2.10' 24.00 15.90' L - 6.60' MG ARM — 28.80' w 15.00' R = 2, R - 2.00' R sit 3.25 .2' LANDSCAPE ISLAND 0 00' L = 3-14' 5.0 L = 3.14' L 2.36 15.0- 0 26-52' 18.0 R n 3.00'to ig L - 2.36 > z 8 0 rn 0 1 20 > 0 CL 09 rn V R - 3.00' R a 2.50' 14.31' M L - 7.07' L - 3.93' OC R - 3.00' Ra 3.00' L - 2.36'- L - 4.71' 11 STANDARD SPACES 0 8.66' 3.63' CONSTRUCT BLOCK 2 COMPACT WALL AROUND SPACES 0 8.0' 0 0 PARKING AREA HEIGHT t2' 6* VERTICAL U? Ln CURB PER CITY OF TIGARD '00 q DETAIL 125 c 93-94' a pnq N10'XIO' TRASH ENCLOSURE 00 W/ GATE LAuDSCAPE AREA w z °� -mo ui 00 'w 73 163. PRE-MANUFACTURED U- S 89*0359W WHEELSTOP TYP. EA. Am SPACE, PLACE 3' FROM FACE OF CURB *"4 9 .0d n LOT o MJP200040M 7a n ' fir 10 4 IT illy II III IIII II IIIIIIIIIIIIIII 11111{1 IIII l! IIIII 1101 • ........ Ooil fill" IIII(IIIIIIA111111141 il 115,11,11 , SW G a IL MAI A ,•r =af ?y GRADING NOTES : commm..MEMO 1. ANY ALTERATION OR VARIANCE FROM THESE PLANS, f �" 1 EXCEPT MINOR FIELD ADJUSTMENTS TO MEET EXISTING ----------- _._ _.._ (J _.-_-____ CONDITIONS, SHALL FIRST 13E APPROVED BY THE CITY 1 -S W INSPECTOR OR HIS DESIGNATED REPRESENTATIVE '� -_ ___ �___�---- - -- ; --`---- - --- _-- C / ~ ANY CHANGES TO THESE PLANS SHALL BE DOCc!MENTFO - C� a � ���D - ~---`�`1 2 �'� �\ i ON CONSTRUCTION nEI.D PLANS AND TRANSMITTED - —12 f TO THE ENGINEER OFR �_ -�/ / - _ - - - -- - ._ RECORD. �/--_ -- cl 2. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY / / � / _ .� __ .._. __ ` . -- U Y LINES, STREET RIGHT-OF-WAYS. AND THE WETLAND BUFFERS. /100, U 3. IN FILL AREAS DESIGNATED AS NON-STRUCTURAL FILLS, / TME REMOVAL OF SOD AND MAJOR ROOTS (WITH THE J j � 1 EXCEPTION OF REMO`!AL OF THE SURFACE VEGETATION) �ry --- r b IS NOT MI�Nl0A1ORY. MATERIALS DESIGNATED A5 UNSUITABLE FOR STRUCTURAL FILL MAY BE USED C _ --� ----}- I ' O \?`�S `�• PROVIDED IT DOES NOT CONSIS'; nF THE TOP SIX (6) _ _ __._- +-- �-- I o 0 INCHES (I.E. VEGETATION AND SCD) OF 1`HE SURFACE -- "— IdATERIAL. NON—STRUCTURAL FILLS SHALL BE SIMILARLY —�`- �-'--T��.���^'�- Or=>•r�::� �crc- �._=rs.a1�_ i_ y mac. .�u r �rar�'c;- _ — PLACED AS THE MATERIALS FOF STRUCTURAL FILL. tam ^ WITH THE 7: - ,■®c = :�err, cr-a■�rz�■rr.-�s _. 34_ Y PROTECT INLET E EX(,'EP11ON THAT THE MATERIAL SHALL 9E �Z -- -- -- - _.. _ _ I COMPACTED TO A DENSITY OF A f LEAST EIGHTY-FIVE -� ` � --- -- �- � �` / � � ` W/ BIO--BAGS (65) PERCENT OF THE MODIFIED PROCTOR MAXIMUM - - _~- � PR >rEL"`T` INLfY• r'- 231 012Y DENSITY. PROTECT INLET - � � _ W BIO—BAGS 4• THE CRUSHED ROCK BASE FOR PAMNG SHALL BE -- ---W/ 810—BAGS ` 228_-J^-_s- �- COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY USING ASTM D-1557 OR AASHTO T-180 ASA A STANDARD. THE DENSITY OF ASPHALT CONCRETE • `47,-----a-- SHALL BE AT LEAST NINETY-ONE (91) PERCENT OF - _ A �. _ A OF RICE 1HEORETICAL MAXIMUM DENSITY AS DETERMINED " �. �'�'� rr •. � I •• ,.� a .,,�.• . IN CONFORMANCE WITH AASHTO T-200 AS MODIFIED •-� �"' "'� .r MEN` N BY OSHD. 64 z I 5. GRANULAR HACXFIL UNDER FOOTINGS AND SLABS SHALL —' ' tl f1 cv Ij BE IN L;FTS NOT EXCEEDING A FIX (6) INCH L00 / • x c1+A7u I.tNK FE'iCf \ •• ~ ` W 1�A TO ASF„At! � C-) 7 4! V1 THICKNESS. EACH LIFT SHALL 8E COMPACTED �j 100 PERCENT OF ITS MAXIMUM DENSITY AT OPTIMUM I Pit Iv,rv"A }•• r �� o \� 5 � . MOISTURE CONTENT AS DETERMINED 8Y ASTIri OISSiB, 4 METHOD C. 1;•i Uj 6. PRIOR TO PLACEMENT OF THE FILL MATERIAL ANY � � a / ADA RA4P � '3 `• _- __.-_ � ( cn O L_ z EXCESSIVELY SOFT OR WET AREA EXPOSED DURING SEE D f _ _^ �t _ -- p` STRIPPING OR OCCURRING THEREAFTER IN THE FILL 3 DETAIL FO�t GRAD SECTION SHALL BE REMOVED BEFORE THE NEXT UFT IS PLACED AND COMPACTED. 7. SPOT ELEVATIONS SHOW ARE FINISHED GRADE ELEVATIONS. I REMOVE PORTION OF aGATE 'a T- -_ 234 THE HEDGE TO CONSTRUCT ) 1 $ �/! DETENTION FACILITY - - C A 1F. • - -- - oa _ .: } U0 ( . C� N ►� 3a F1 ISHED FLOOR = 2 .10 r'� r114)m, a /, .~' rF+�r irp1~,'�ax►p z < co V� I \ io • �"� 0 > i _ _. ___.___.____ e LOT I U O 1: 10 I .�, u k 1 15 5PRUCL' M� LOT 1 / Q • FOR EROSION CONTROL DETAILS SEE SHEET C8 OF 10. •�s ` ° • .� W • -- ---_ 7 ADA RAMP DATA o I °° \ ♦ q TOP OF 1 STEP `" FLOWLINE CURB S '-►� RISE 5.14 2 �1l OR A.C. GUTTER O \ t---R --= ,� �A 232.92 N/A o•+ 1, BD 232.92 N/A C 233.00 N/AIra ---_—_ . O / d �.' i+� l ��j• �p it ® 233.00 N/A �' '$ '�► A^,° L_ —1 _ �.�► 1 EU 15* MAPLE 232.82 232.32 �`�� O232.12 232.32 _... __ .._.�. T . - ■rte:s..�..r _.... ( ► ® 232.3:: 232.32 � � _._.._.__.- \ l. ® 232.82 232.32 ` ` ?•" 14' MARC PROPOSED BLDG. TYP - "� i S .A A . cr' Uj K . �.,�' < '•, 1: 12 . 10• WALKWAY : 12 . MAX CONSTRUCT BLOCK ♦ d WALL AROUND • MA , PARKING AREA .r H� F _. /.t HEIGHT t2• ` ! \ i 6" VERTICAL } ` I I CURB PER 232• v -,__T ,..._,, ., , ,• CITY OF TIGARIG O. i ,� t ti� i ?� DETAIL 125 Cv� 1n ad 30 \ METAL SHED INSTALL SEDIMENTATION N ON THE INSIDE OF ,:_ ;'...� -� •_,._,i. ,_..• . ,._., _, . ,-- - ,•- -, •�. .,�..--, - r- � �,�.. �-� �+ o EXIST. HEDGE _ � ~ ` - ._ u `/ A � �'•�r !\ �•+ bl /�.f f3ORV1TAE I-iE�Qt?I,_ • Uj ` ... 1w 4" WHI TE STRIPES 9.5' 7.0r 9.5• c cA 1 LOT Q � � WTYP. T1fP. TYP. 1 e7 bo AZ (14 0 •r'1 N M v r� Im TTO V ?`In W Oorl> h. sua:000 ooa� e or ie ol IMF :•vers ti•.,.. .rw, .d�r-_a....n •,nplwazr'r:0rt: '.`9! 1;S'fll..... ., ... %t a J � �� ""•-,r' APui`"wi"f "IB.,t'srslt°ea^JMe.._r'tii<'MR�.tlu•.r.".>,'�•�. ...,V$,., a < + .• + ._.„ t . .•.,•.. . .•7txerat y a ,.M"• .t 9ti .dam '� r� ' • / •' +;_a +• to 14 CI I ) l!I Ili r I 111111 l 11111 Iilllf� I I t• III II 1111111 1111111 I ! I I 1111 I fllllll IIIIIII 111111!" IIIIIII illlllf !Illi!! 1111111 1111111 IIIIIII 11 ' I � JI 11 I III � �' r i 1,1 I I 11111 1 Ili I 1 I � I 111111 l i t � II IIIIIIIIIIII • � ;. • . Y.rt�rx� .:k- .. III iiI • - � t In a nlul I n1�1 a null I mtic��uul►#' iIIIT`�ICI�ItffilllN�t��Imll��lccrltl&I�ICII. rultTil�oltlll�t II i1 1 .�u �ciulc'�i�cudc�i ccccicTlcQlllil�mclf�'I�uccich I�cicln�i�lucl'I��,c�Icullr�i�cull��lucllTl�ccillc61�111cI:u8t�11��uchR'�ccuhl�ccccl►e�i�cculc5 N ,, Y_^' 'i►' rn ..4N•nT o- r�l .W. ll.. Y .. .'. '. ME`.-is,T w✓NII . • ... . .. ,.. `a - .^ L, ..__. CMN mv. „i, ._ .. ... _ .y.a.. ._ -w+nwy.w-.s•.•.wn-+ :,, .... r •s.+ s•,-.,..+w. •+w+mv+.s.,-.:.s.,.- +. wrr_.•• .+ue-+a.ss••R,.,-..w•rum•.anr►+s'w•a.er�c'?-•.sMi••p•► f.M "' •r db....• ,. 'a+d+!«t'+ ..aer••••ka.. '+slq�►is•�+. - 7 i I JI I I II Q rl tD 12 .\ I LJ 1 �J L� rl 1 TA R IN 13 CAT BASIN CC-30 , - -- -- -- - `� - -- -- - - - -- - I Pjj,R U.S.A. DETAIL 230 STA 2+79.39 RT. 19.5' ✓g0 _� Y TG - 230.03 _ r IE IN 1PVC, S - 228.08 W 1 IE W (1T (12' C51 - 225.88 O �rJ5 ¢, ¢ 2,14 All Z 10 PVC STORM DRAIN yyV � " I (ASTM 03934 SDR 35) Y 1' W TER METER k / w i \ L - 1o.Da, s - 1.uz - I A k / STREET SERVICE "' I / W/ ))¢" BUILDING N I 8 _ 8' PVc SANITARY <' {nJ CONS=CTURE < SEWER ILATERAL BUI ING SUPPLY L�N20' �I � ST �3+59.76 RT. 20' % !E ORffICS - 226.55 TG2 - 228.54 ; IE OUT (10' PVC, N) - 226.18 I � / ' 234 / IQII 10 5 0 10 20 uD I \ (/ ° i ' • / � - /31. u SEE NOTES OF SHEET C4 OF 10. z c LOT 14 IE OUT: 227.65 TOP OF WALL-230.00 TG-228.54 LYNCH BASIN r, TG( 231.5)8- 229,0 W 0 railt� IE O MAIN 8"_ .' 2.5' BLOCK WA! L 8' PVC STORM P:PEE-4 (ASTM D3034SDR 35) (/�4' ABS '^'� L-11.42', 5-1.0% �TG-227.21 �--; .:P T 10' PVC STORM PIPE E -5227.76; i.1tY: UIEX6TEE-1/2 CU. YD. r' +!?i"a"�� 'v" La a - 2 LL-3/4- DRAIN ROCK ny?'� nH' - - (A PVC STORM DR W • m m _ (ASTM 03034 SDR 35� 2' WEEP HOLE �- -SCREW IN CLEANOUT 8* PVC STORM PIPE (ASTM 03034 SDR35)"L-922.36'. 5-1.0% L-17.91', 5-1,0% - ---- 0-4 2 1/4' DIA. ORIFICE 8' PVC STORM PIPEE-4 IE-226.55 (ASTM D3034 SDR 35) -8" 45' BEND 8• PVC STORM PIPE \ w 1-4 • L-20.81', S-1.0% - --"- � IE - 227.97 (ASTM D3034 SDR 35) 1'x'1 a TO \8' 45' BEND IES, 228.90 \ Li /n� . 4" 14• un>iE LYNCH BASIN � � 1� TG - 231.58 �• �� a IE (O MAIN) - 228.50 2.0' 6" CONSTRUCT BLOCK WALL ARWND \ O \ PARKING AREA HEIGHT - t2' OUTLET STRUCTURE 1 I \ O �\ bb2.0' 1� / tri i oyyz MAX SLOPE M. ALL SIDES 42.5' MON �EI,EE BOARD MNL TYP. ~ Y Iff •��I TIM, til !DE! TOP Or NILLL . 2]0.00 IN ee LOT 19 71 ' `• POND BOTTOM I O Patio - e.o• V STORM WATER FACILITY KT.7 .a » 0 Pip 2 8 10 12 - 14 p 16 � �1�IP�1111(111 41111(1 111111 1�1„ 1111r11p11l1111 IIIII�)�1�IIkI Il�llf) II�IyIII� I� IIII�h) 1111111 IIL'lli 1111111 11111p11 IIIII/��I.IIIIIII 1111111 1111111 1111111gIIIIIII 11111+11 1111111 11.11111 1111111 1111111 1111111 ISI ",. (. ,r,. . . .. . � `"IIIIQ t� g Tf� 1� ��•• iM Nyle - .., , g� �� �j,Il , 61 ii�d � � iih �� I tf4 �4 lf� P) il�n �4 4 7 � i � nIAII 1 unu a uul n un6 I nl)I dnuln do I uu1,7h�uull I Imhl I uIdIT64unh °tt11h 111�f 1 IuhTGUutluLw� � �(�i vuh , unhi DI� mdll�i wdI I mlu I mJtl�nnuh � nuh n un6 I uuh a unlw I. I , mlhl , mlhl�4wdn�wdI n i n Y li ' -. - •• a .. ..rte-.•A .� tJ.4v n�•l..a � - - a rx�.un� - _ - - - .....-.r _.... .. .. .. .- .r+.._.w��v. . .•�.. _.-..-+a.. � -_. .. r... A n'• �h!W.rt. , ....rWiY:.e, ..W---v.� rn..p .r A•MF.: . . a.. "•'^��'., � ... .. .. 4 'a.a SANITARY SEWER DETAILS EROSION CONTROL DETAILS cc:\ --�. - �.—.--� -�.-. wr�!alfa s•o111 �r �" � � LOCATE f•1IAME AND CONFER 1I/unlet•1�,r/ PLAN J OVER LEDGE OF AT LEAST ® \ 12" IN WIDTH FILTER FABRIC MATERIAL SE STITp4F;, LOOPS WIr o 36" DE ROLLS FILTER OVER 2 t POSTS Z a FABRIC • w Z '• Y / T MATERIAL �j w O_ sERVKX LATERAL PIPE J KCL= 2x4 IN PLACE BATCH BASIN AREA DRAIN 1 , SIZE AS SPECIFIED AGAINST PLUG w/ 9ACKnLL p •1 1 10 PREVENT PLUG BLOWOFF lV 1 SANITARY (MAIN _ I ON LATERAL MAXIMUM 27 FR!xM SET FRAME Ik NOH-SHRINK A A A MUM A � f � TOP OF FIRST =IEP �OINOUT tr TO TOP of CASTING IrLow FRQNT VIEYV �I E VIEW Ar- GRADE GRADE RINGS (2-.4-,OR a-) „TTI ` t9 2X4 NOTES: SET IN NON-81111041K GROUT ANGLE BOTH ENDS OF FILTER FABRIC - MANH()LE TO CONFORM WITH FENCE TO ASSURE SOIL IS TRAPPED �_(�,,• .�Q� ASTM C-476 STANDARD ECCENTRIC PLAN t Z -MANHOLE FRAME AND COVER 3' CONE TALION: DISTANCE TO NEAREST MANHOLE. A5 sPEdilEo SEE DRAWING 110-sA/120-sA l_~ NOTES: I (NEED YV ii)(NTIFY UPSTREAM OR DOWNSTREAM) � - ALL PIPES ENTERING OR EXITING LENGTH& SHOWDISTANCE FROM MAIN T7 END OF LATERAL MIN SHAIL BE WATER TIGHT 1.BURY BOTTOM S GF FILTER FABRIC 6- NEItR4T: TOTAL LENGTH OF 7x4 AT ENO OF LATERAL -ta4ANNELS TO BE 3/4 VERTICAL rIAMI VERTICALLY BELOW FINISHED GRADE. 3 s:� TA LOT& AS S!OVM ON APPROVED SET OF PLANS " H11OH7 OF PIPE-SMOOTH FINISH •i �- if�TER40p(t:D 2 2-� 2- FN, PINE OR $TEFL LENGTH MARKINGS TO TACE STREET ► - PAM-NECK OR KENT-SEAL TO BE ! AND ATTACH FENCE P(1 LO ^ 1 IST or GRCIUND MAGNETIC _ USED ON ALL MANHOLE SECTIONS MANHOLE SECTION . •. �• ,T,STITCMIEO LOOPS TO BE INSTALLED � (P1 2X COLOR GONE SURFACE SURFACE TAPE -INSIDE DROP MAXIMUM 2' (VARIAOLIE 1'-4') DOWNHILL SLOE OF SLOPE � LO} VERTICAL DISTA1410E INVERT TO INVERT SECTION A-A 4.COMPACT ALL AREAS OF FILTER 310 4 (4REEN-sMMTARIf) FILTERTRENCH. Z Z � CO (�} MINIMUM HEIGHT OF STANDARD TO BE s' DT „ITCH INLET o - SEE DRAWING NO. 1OD-SA MANHO'E STEPS L`'I/ - KNOCKOUT'S To BE USED WIIEN STUB OUT PIPE 11 3' OR LESS Erosion Control Plans Figure 3-D'1 ErosIon Control Plans Figure 3-2 M rn r GROUND - MIN. .20' FALL OETWEEN INLET AND OUTLET technical Guidance Handbook 8iof11ter Bogs (Temporary) Technical Guidance Handbook Sediment Fence MAO/TAPE L;� Li (OREEN W/BLACK LETTERS) WO 48"MIN. 2X4 PIPE - ,15 120 MAXIMUM 1• " NOTES FOR SEDIMENT FENCES PLUG FOR CONCRETE PIPE :1 �T. �•�E 1 MIN. FROM TOP OF - PIPE TO MANHOLE �•-T / SECTION 1, The filter fobri-- sholl be ,e IP J ovoid us+e of joints. Wien joints ore ecessary,o it roll cut to length the barrier to filter cloth sho'I be spliced together a p only at a Support post, with a minimum 6•-inch overlap. and uoth ends securely t fastened to the post, or overlap 2" x 2" posts and attached as shown on detail 3-2. •� ••�o' MINIMUM SLOPE FOR 3/4--0 PIPE ZONE J 6- PIPE - G.o10 MATERAL AS SPECJF1ED 2. The filter fabric fence shall be Installed to follow the contours where feasible. The •0 4• PIPE 0.020 12" OF 3/4"-o COMPACTED ',MINK ! ICONCIlETE . . :.a ', '. fence posts shall be spaced a maximum of 6 feet oport and driven securely Into the04 4 } ground o minimum of 24 inches. �..� - SUPPORT 'E LITH BASE MATERIAL :• �;:�' .,;:,�; •�-'ti;.wF� BEDDING GRAVEL. ', MINIMUM 2'O" WIDE ELEVATION �';�' •'. MINIMUM •r 3, The filter fabric shall have a minimum vertical burial of 6 inches. All excavated ;':.,.;,y.i •• n: •;• , " •'• •=' material from filter fabric fence installation, shall be bockfilled and compacted along the entire disturbed area. _ 4. Stondord ar heavy :t,.ity filter fabric fence shall hove manufactured stitched loops for S A N I 1 A R Y �nif� STANDARD M A N H O L E u� 2 x 2" post inakall(:ltion, Stitched loops shall be installed on the uphill side of the ���� �� sloped area. ER VI C E LATERALQ0 "Was 5. Filter fabric fences shall be removed when they hovs served their useful purpose, but F+�1 DRAWING N0. 010-SA not before the upslope area has been permanently Drotected and stabilized. DRAWING N0. 170-SA P""all 901111111 a mme 11e0,� "OT %I V*ft IL r"owtva 0 ser o own" 6. Filter fabric fences yholl be inspected b opp;cgnt/controctor immediately ofter eoc, rainfall and qt I ost daily during prolonved rainfall. Any required repairs shall be made immediately. NOTES FOR EROSION CONTROL PLANS � � STORM DRAINAGE DETAILS -- C 1, Approval of this eroslc�n/sedlmentation ;ontrol ( SC) plan does not constitute an 27-xa7"x14- B approval of permanent road or drainage design a. ., size nd location of roads, GALV.DI"XI4' PLATE TOP FACE pipes, restrictors, chor nets, retention facilities, u Ili�es. etc. . A COVER WITH OF CURB 2'-9" _ 2. The implementation of t�tiase ESC plonk and the construction, mainkeance, repla e- LOCK ASSEMBLY OR _ ment, and upgrading of these ESC facilities is the responsibility of the oppl'cont7 F�1 IM ' MANHOLE LID PAVING /• '�" �' controctgr unCd oII construction is completed and approved and vegetotionAnd-, d }'r scoping Is estoblished, A ipl d� d' �► 1t• SEE DRAWNG NO. 260-ST L FOR FRAME AND GRATE 3. The boundaries of the clearin limito shown on this plan shall be clearly flogged r---• q , •Apt or txrRs FACE of cvae }. A A in the field pprior, to construction. During the construction period, no disturbance O a 4'ID.x1'-o"CONC. — beyond the flogged clearing limits shall be permitted. The flogging shall be main- FACE OF cu t ♦ -BACK OF CURB TYLE OR PVC PIPE WEEP toinoed by the applicont/controctor for the duration of construction. HOLES AS REOUIREo •. ""� I clearing--�_ DI TCk 4. The ESC facilities shorn ort this plan must be constructed in con junction with oil JT_ To SEIM! , L� sedimntand ad�snroding waterodo nots, and in such a enter the drainage anner as to insure system, roadways, oravioate applond CM INLET'aPEMNG ? cable water stondords. FACE W DIM TRACTION OUT"rLR JOINTS --�--• 5. The ESC facilities shown On this plan are the minimum requirements for anticipated ° • • : .'J 3•.O" rola,• 'A 3 --o" � —�/2" PREMOLOEo site conditions. During the construction period, these ESC facilities shall be LITTOM EXPANSION JOINT upggraded as needed for unexpected storm events and to insure that sediment and A _ FILLER (TYP.) SECTION ASA Isediment laden water do not leave the site. FACE OF GUTTER PLAN 6. The ESC facilities shall their Inspected dally by the applicant/contractor and maintained M PLAN_ VIEW ---- as necessary to insure their continued functioning. W Mei TYPE DIM 'A' DIM '8' MAX JO _ ; ' •� 7. The ESC facilities on inoctive sites shall be inspected end moint.ained a minimum of NORMAL OUTTER ^MIN. CU'19 INLET 07ENINO N ,. 47 MIN 10 tr N once o month or within the 24 hours following a storm event. FLQ"v LINE TOP-FACE Of CURT CO-30 2'-8 3'-6 0 V 8. At no time ,hall more than one foot of sediment be allowed to accumulate within o Q TOP-TACE OF GUTTER CG-48 4'-0" V-0" > DITCH 'Li BOTTOM trapped co'.4h basin, All catch basins and conveyance lines shall be cleaned prior to ^ '"" paving. The cleaning operation shall not flush sediment laden water into the down ' n stream system. a -DOTTOM-FACE Of GUTTER 1�" ^ -W3Ap(-BOTTOM OF CURB MAX. V MAX. Q. Stabilized construction entrvnces shall be Installed of the beginning of construction _� ---WEEP HOLE J ' I to dinSurle maintained for duration ore( the kept project. nctfor theltdurationnal e of the poyject reyulred ►�` !� �; ao b 10• Use Bio Rog or equivalent inlet protection per Erosion Control Technical Guidance 1n p p Handbook. ` � ' ,.: �• r ; •>,• '° ' ion '; ':•.v •;;•'• �'" •A ie . , . Q) I 2'-a'" I. - 6" 2•. 3 3 �'' SECTION A—A SECTION B—B CN i7m 11JA"I •P� N U 0) 00 d' PERSPECTIVE VIEW SHOWING FRONT VIEW NOTES: - DEPRESSED GUTTER AT CURB INLET Wlvl ATM -4 6 . a NOTES: _ DITCH INLET CONSTRUCTION IN ACCORDANCE WITH S C '' 0 00 1) ALL FABRICATED METAL PARTS SHALL BE HOT-DIPPED GALVANIZED AFIER FABRICATION 6" OF 3/4" COMPACTED BASE MATERIAL I•�f1 311: � 9 N 2) CONCRETE SHALL ATTAIN A MIN. COMPRESSIVZ ; MENGTH OF 3000 P.S.I. IN 26 DAYS DITCH INLET STRUCTi:RES FOR PIPE SITES 24" OR LARGER TO BE PF1IOR APrROVED �•i � 't © Q :!*i PRECAST CURB INLET IS PATTER4ED AFTER WALT'S CONCRETE SPRINGFIELD. OR. PRECAST — MINIMUM WALL Tf11CKNESS TO BE s" � M � � CONCRETE CURB INLET PAT. NO. 4C;W953 ~ R;INFORCEMENT TO BE RE9AR MEETING ASTM AW5 GRADE 60 OR WELDED I�1 1 4) INSTALL STEPS WHEN DISTANCE FROM TOP CWF LID TO FLOWLINE OF PIPE MARE MEETING ASTM A4% IS GREATER THAN 4 FEET CURB INLET unified DITCH INLET unified o CATCH RAISIN ( CG-- 30 & s�ra�e AREA DRAIN TYPE II CRAWING NO, 180-ST CG - 48) DRAWING NO. 250-ST - FILE DRAFT.-Ste•. 11b DRAWM 90100AM PLOT 1 1 IRE 01101ftlim M i0 Mme smil �T PLOT fit 10 of " . ,•1F 1 ��'. :.. ,. ' .... '� ,. .. gF'�.Nup`M1'•'AgHe.. ..Iw'tkMH'^.+YM r. ,+. .r. 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'�.; ....rs •L r•' _ tlIM/..Y•.�P�fR/O �- .'.+n}y+'Y�s+he.•wm+..auw+-a'. r.w+nwe rt-•.•.l tr.r•f.7.• --+••..a-_w."+m^•ar..nw�rnnnerl.woarr'•..<u.:xr,•ct+ua'wf+�.+.wYwe.r,�+wrf•.�..Ye� !_i1�Yl•e•!*� .. : : ,r ..•T�'MdiN. .. .. .. . ; ;: ., ., r.tctl11MIM1�MIM ••Ilw '` ., .. :. .. .. .• . ,x o � U 0-1 OLYMPIC FOUNDRY VB910 CLASS "A" CLASS "C" �7'-0' 8' PUE VALVE BOX AND COVER c� V) CO R A NATIVE NATIVE MATERIAL �+5,-6, WITH 'W' CAST IN THE W a 01 SPECIFIED LOT TO TOP SURFACE o SERVED 8E PAVEMENT U cca HAND TAMP BACKFILL. v AROUND TOP SECTIGN 4' MIN k' W 2-_0. 12' MAX 1�►�- b� a �+ t7 PROPERTY LINE D pf e` PIP e. + (,� 68SCH 40 OR D3034 PVC 1 c� �► a �I ODT �` PIPE SPACER ` ' - W o OFFSET LATH P�• YIW ON PROPERTY LINE a LENGTH AS NECESSARY '�,� ) m PROPERTY UNE AND LOT SEE NOTE No 1 ��►� MWQP•�Q gra r__ PA TRIM ECOES TO NUMBERS MARKED IN WHITE OPERATOR EXTENSION PAVEMENT REPLACCUM SOUND PAVEMENT PAINT ON FACE OF CURB (SEE DETAIL No 5) CLASS "D" PLAN ; COMPACTED GRANULAR BACKFILL AS SPECIFIED < < z Z p p " NOil N _ rn to CUSTOMER SIDE & low ISO,, J W 1. VALVE. BOX NOT TO REST Z. CUSS "E" EL EVATIQN ON OPERATING ASSEMBLY RECOMMENDED 2. OPERATOR EXTENSION BACKFILL ADS SPECIFIED NOTES: 2 COVER 20" REQUIRED WHEN VALVE NUT M� FOR THE TOP 12 INCHES 1, A 8 FT OFFSET U►TM ON IS DEEPER THAN 3 FEET �../ PROPERTY LINE AT a FT FROM FINISHED GRADE PUBLIC UTILITY EASEMENT 3. CENTER VALVE BOX ON ie AXIS OF OPER NUT ~� METER 4. PROVIDE 24' SQUARE BY 4' THICK CURB STOP CONCRETE PAD AROUND VALVE TYPE "K" SOFT BOX OUTSIDE OF PAVED AREAS OMNI COPPER TUBING 5. VALVE BOX COVER SHALL BE A MINIMUM OF 2% ' IN LENGTH TA N . DETAIL No. TRENCH BACKFILL DETAIL No. SINGLE WATER SERVICE DETAIL o TYPICAL GATE VALVE TualstinVallev Nater efrictL ABOVE THE PIPE ZONE 10 Tualatin Valley Water District TYPICAL INSTALLATION 7 Tualatin Valley Water District SETTING DETAIL 3 U t~ Q � 18' MIN (HORIZONTAL) VOLUME OF THRUST BLOCK STANDARD VALVE BOX 24' MAX S,IDEW&K �+..DJACENT TO CURB BEARING AREA OF THRUST BLOCKS IN SO FT IN CU YDS (VERTICAL.) SEE DETAIL 00 :1FITTIKT� VALVE RISER SIZE TEE 90' REND BEND 22450 1/2' • 11 BEND• FITTING BEND ANGLE V 1 3'-0' 6,_0,--- COMPLETE 4S' 22.5' 11.2'3' SIDCWALK 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 ^ .� 18' MIN 3' MIN FACE OF CUP ! 6' MAX BREAK FLANGE 6 ?9 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 • 8 5.0 7,1 3.8 2.0 1.0 8 4.0 1.3 0.6 O FINI3HED GRADE-- 4' MAX � 12 11.3 16.0 8.7 4.4 2.2 12 1 8.5 3.2 1.3 16 20.1 28.4 15.4 7.8 3.9 1 16 14.8 1 5.6 2.3 'c a. DRAIN ROCK POCKET 20 31.1 44.4 24.0 12.3 6.2 * 00. /�4 CU FT MAN 24 1 4552 1 64.0 34.6 17.7 8.9 -HANDRTIGHTLUG 1/-6' DUCTILE IRON PIPE VALUES BASED Dir 200 PSI ��. WATER PRESSURE AND 2000 PTF IRON DY GATE ��_ SOIL KMING CAPACITY 2 2 ADAPTER COPPER VALVE WITH 2' SWEAT TO FIPT OPERATING NUT -'---6- J 2' TYPE K RIGID MEGALUG RETAINER ~� Iii COPPER TUBING GLAND (EBAA IRON) 6' GATE VALVE •, 2' x 1' o' BRASS (TYP> CONCRETE PIER FLG x MJ • « .r. NIPPLE BLOCK w, • MJ x 6' FLG TEE •• o SEE NOTE Not ,�' • 1- • THRUST BLOCK e• «. U . W 2' ELL COPPER SIDEWALK WITH PLANTER .;. CL SLIP 18' MAN �.E111�, IEE. VERTICAL BEND ; ::• SIBIP AT CURB 24' MAX FITTING ROD MKOMEN ADAPTER COPPER IZ ZE 2' SI @ 446 30' SWEAT TO MIPT I YA 1`]CK CONCRETE PIER f5i0EVA1.K 3' MIN I •. 9'� SEE DETAIL N 2 .. 1 BLOCK 6' MAX BREAK FLANGE �. 14'-16' N8 3'!i' PICAL COLL � 2TAPPED ,TON .JOINT PLUG OR ' • NOTES �.1 NJ CAP WITH MEGALUG � •t RETAINER GLAND A F•1 +r FT CREF t 1) THRUST BLOCKING AT ALL TEES, BENDS AND •r1 N ENDS OF PI?LNG � Oji 00 NOTES V CONCRETE BLOCKING TO BE POURED AGAINST Z 1. THREADED BRASS PIPING MAY BE STRADDLE BLOCK UNDISTURBED EARTH O �LAJ 00 RETL BE LASS USED IN PACE OF COPPER TUBING SEE DETAIL Na 200 4> NSTA3) ALL LN 12 MILTQOTALCTHICKNESS PDLYETHENE SHE qt �•�- cr N AROUND FITTING. SECURE SHEET E4DS TO PREVENT O N 1• FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE INFILTRATION OF DIRT (lETWEEN SHEET AND PIPE IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICAT!ONC. FITTING PRIOR TO POURING THRUST BLACKING "� O 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. S) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS •�1 M FROM CONCRETE WITH TEMrOARY FORMS AND .0.) POLYETHENE SHEETING SEE NOTE No 3 DETAIL No. FIRE HYDRANT DETAIL No. �•�� THRUST BLOCKING DETAIL No. Tualatin Valle hater District P STANDARD BLOWOFF 2 3 Tualatin Valle hater D:rtrict STANDARD INSTALLATION 101 Tualatin'Vallm Water District DETAILS _J ' 2 0 C 7 y , sup"k "s 11 of 2e 'Ina ROM% . __ ..:;•......,..- nir.,+.pro;.w7.�;.R:,....,-,., ...<. .,.aA:.•w, .r•.,hihi"Afl�Yaf.A�YCM•`- aY. ":-� _ W.�-.�{,:':r�. _ _,•A�!'rLCa.a:.:.-w.+•iYiLLar. ,L%:..0 �F k• r "� 1 .tis: 2 6 ;y: ' 10 12 14 a, " Is Ilal1 ��� �II(II l.�.11�ll IIIII�I I I it IIIII I �:'. �. k � I I.il II I I I(III I I(Lill I I I ILII III�. III�IIillli�lil I I (IIIIIIIII�IIIIiIIIs I�llili I I II I it 1111111 Illl.illI iilllll liillll .Illlli ,illli it , • #I �! �l�iifdl i >�ti 'fil ,�I �Ii fil �I ` �i ��1 �I �I �I '�I !MI �I Id11��N'1►�tfl f ' ,, .,, .z=:,.,,, I 11 1 IIIIIi 1 Illlitt t I 1 flltl(ill uuh 1 111011 i null 1 iulh IUIIi II IIIII 1 InIIi fl Iluhli 1 1 1 null A lilllo �� lin�tl llnll� 1 '�,,"�br;a:`-""sr,• ..t "._,.,,.,�,,,a,r•,,ue,•,,,•.. ...._..,.;..,...rd-.... .. 40AP"mw,-two ••s+_ws:�.a w.nasLaew•rn•�•+asn+rlss.-.>•+.ne.-aw.aea�..iwr .ra.._-.ter•:r+c ••r.a-ow..�ia.wv.wr.•»+r�+oa•r-,waw.r•w+•eaw•m.:•nwn+snow••w,c......n•rrrnsorwe�►x.>rleaar•7+..+.�Yr�...n.:••.�n..n � tA aPrwx.�.. ��; .. - -! L.e •, Vie.•. y ,.,.M ., 'iMMM/L*• uaea C) EXISTING DRIVEWAY - A U w MATCH WIDTH & GRADE ' CURB JOINT 3/4" R .-- 6» EDGE DRAINAGE BLOCKOUT A R W tN Ln 5' MIN. +••� SEE NOTE 5 ROW 3 I.D. PLASTIC- PIPE W COUP I " DRAINAGE BLOCKOUT 1" 6" / UNG SEE NOTE 4 \ ci R "..:r 3" I.D. PLASTIC 1" BATTER " " SEE NOTE 3 8 720 PIPE W/COUPLING ROAD 1 6 1 R - z SEE OF 3/4`-0' BASEROCK D o r, a 16" 6" a ,1/ 12 in 2% SEE NOTE 2 NOTE 3 2 -MAX. SIDEWALK COMPACTED SUBGRADE --� � , o, � • Yy ' BASE COURSE--/� • � � �� ' � �IDEINALK ADJACENT TO CURB �, �,0 �� . , 24 s 30MAX 3 ,` r 10' MIN 5' MIN. ROW 1. FOR U AMEDIANS, PLAN APPROVAL FROM HE CITY ENGINEER.ROADMAY BE REDUCED WITH PRIOR -�._- _ "'' 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 3. EXPANSION JOINTS: 2% 3 ago Fi 2" OF 3/4"-0" BASEROCK A. TO BE PROVIDED: COMPACTED SUBGRADE NOTES' 1) AT EACH POINT OF TANGENCY OF THE CURB. STREET • 2) AT EACH COLD JOINT. ti " 1, TRAVERSE EXPANSION JOINTS ±v BE PROVIDED AT EACH POINT OF TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES. 6 SIDEWALK AWAY FROM CURB OF THE CURB do AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) A( EACH END OF DRIVEWAYS. 2" OF AGGREGATE � � � O = NOTES' TO f. MAXIMUM OF 20 FT, 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. (3/4"-0") COMPACTED Z N CTIONA-A I. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL. B. MATERIAL TO BE PRE-MOLDED. ASPHALT IMPREGNATED, NON EXTRUDING, 6" X 6" 10 GA MESH N OF 1-1/2" TO 3", WITH A MINUMUM THICKNESS OF 1/2". WITH A THICKNESS OF 1/2 INCH. SEE NOTE N0. 4 2. PANELS TO BE 5 FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 4• CONTRACTION JOINTS: WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTION.!- AREA. A. SPACING TO BE NOT MORE THAN 15 FEET. NOTES: qq W� 4i 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. V O E`' _ UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 i�AYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. 5. BASE ROCK 2"-(' OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TC 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4• IN DEPTH, WHICHEVER IS GREATER, 2, CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. AND MAX. Of 3 FEET FROM PROPERTY LINES. 8. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: 3. EXPANSION do CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 5. SIDEWALK SHALL HAVE I. MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLEA. 3" I.O. PLASTIC PIPE WITH COUPLING. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SKALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. ~ SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. Q 8. GRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETERC PLASTIC PIPE AT 2X, SLOPE, CONTRACTION JOINT TO 8E PLACED OVER PIPE. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0'AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. rwwM�" NO SCAT[ �;, nusora. ir+i NO SCAU .w�o�w 0% NO IICALL �� MOM Im #Awm F. Now CONCRETE aoe4lowo a.M,wa�r 11A�'" ►' DutM�s ' aro�cano oa �nrar Aft"M F. OUDW Alum r. tetutr" NO I Ivan --� SIDEWALK go as W `m~� STANDARD CURB °w°' N0' um as«"a% ""'"'�"" CURB & GUTTER °N°' M0' �"LAft �m� STANDARD an �► warlwo 120 an a noAno1110" Im 125 � mom 'ow 126 ��i�,., � im DRIVEWAY L . UlMllt MR S M�MR aTM MwM1L MR an or 1112" Z r,n O '�1 V L W I"� O , V 1 I~� W W 1;.. 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CAq 'Al c Ur vv- STRUCTURAL GENERAL NOTES 0 SPECIAL INSPECTION PROGRAM COVE CSTAOLJ"D PtIt 1N7 UK CHAPTER 17 1997 UNIFORM BUILDING CGDE 5. PLYWOOD: 99 -ROOF SHEATHING- 7/16" (APA 24/0) EXPOSURE 1 -FLOOR SHEATHING- 5/8" C—D (APA 32/16) ITEM CONTINUOUS(3) PERIODICc3) COMMENTS rJ commTE LOADS 6. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. [rOxY ANaiCR PLACEeIENT x SEISMIC ZONE 3 Zm3. Co • .36 t1IPAMWA AOCHN ftACEMENT x WINO 60 MPH EXPOSURE 8 7. TRUSS MANUFACTURER SHALL DESIGN AND SUBMIT C.�iLCULA" SNS BY A CIVIL 1woP 121.0"SOIL BEARING 1,500 PSF ALLOWABLE OR STRUCTURAL. ENGINEER REGISTERED IN THE STATE OF ORL .JN. St1IOLt PASS nLLtr wtLDs eS/ta• x W. NOT[ 4 • ROOF DEAD 20 PSF SNOW LOAD 25 PSF MD �� S1 FLOOR DEAD 40 PSF - w PASS n=T KLIO a 5/1e• x W. $60n � On 4 FLOOR LIVE 50 PSF MASONRY VENEER CORRIDOR LIVE 100 PSF --------- P#OORAM IOOiNOnlf MASONRY VENEER NOT MER THAN S INCHES THICK MAY BE ANCHOREDDIRECTLY TO 1.9 TMC ERT CIIVECI tMN AN ON SHALL wt�Pc TED" w AOOORDANCt . USC CtIAPTtJt 17 WOOD FRAMING IN ONE 0 E FOLLOWING MANNERS; 1Y A �� sePtClAI MfPCCTOR ►ROMI AN cSTA9UlitD Tt:MIG AG[11CY. FOR MA1dMAl tA1iP1.MlG AN 1[='hId 1 KQUIREIWT& TO THE MANN& ><A1IPUNO ANO TOW KCTWN, TME PROJECT I KCMAYOd AND TMr SPECWC �.j�.. FOUNDATION — SAL NOTE: UCTO& TFC R"W AGEMY SHALL FEND COM Or ALL STIWCTURAL n:T1NO AND WIPECrOON --- 1. WALL TIES SHALL ®E CORROSION RESISTANT AND IF MADE OF SHEET METAL I�o�YS DINCILY TO me NOMCT, o+ooNtt�, CO MACTM AND K&W WflQ4. ANY MAXVAL! WHO rAL TO R N NATURAL UNDISTURBED SOIL FREE OF ORGANIC MATTER. HAIL HAVE A MINIMUM THICKNEEggS pF .0 0 INCtH 422 A,) BY 3L4 INCH OR, IF' WIRE, Mt�t 1 P1tQCT 1iPtCtFICAT10N5 WALL 1M�OIATEIY 6t BROUGHT TO tNi AT1[N11OI1 Or T►d AttaIITtCT. 9PEaAL 1. F0011h,S TO BEA 0 ALL HAVE A MINIMUM &AMETER Of .14 INCH (( 0. 9 . WALL TIES SHA!! Bc Tt Two Rcourtt> ,TS APPY EouA�:Y TO Au aocR oesaoN couPa�cNTs. 0F 12' BELOW FINISHED GRADE. LABED SO AS TO SUPPT NOT MORE THAN 2 SOUAR FEET OF WALL AREABUT >L WWAL 9ISPECTIM tS NOT KOW-00 "M WM PMMR KO ®Y AN AP'M:tD rAIMAT" Pat use SCCTM 1701.7. O 2, BOTTOM OF FOOTINGS TO BE A MINIMUM 4 SHALL. NOT BE MORE THAN 24 O.C. HORIZONTALLY. WALL TIES SHALL HAVE L O OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLO A HORIZONTAL Trlam SPe:cIAL 9YO110I1 ME" MAY WSPcOULL tNaP[Cfr>ft K ON 1 SITE AT ALL TWO Oq[AaNO 1Hc JOINT REINFORCEMENT WIRE HAVING A DIAMETER OF .146 INCH N0. 9) OR EQ. THE A }e"POi MV0 M L �'mm � /) 0 w JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPICE BETWEEN TIES V CONCRETE - PERMIT TSE. ., ALL MMsMAL K NlxIAV.Y .IRPNCTtQ ' --- PRO PAPER SHALL BE APPLIED OVER THE SHEATHING OR WIRES BETWEEN STUDS L oo mlc o$ 1>M MUTT K OWN= w MWINTAPOW OR By HM COMA? "? P"M 10 "01«111 L�LJ Cie 1, MINIMUM COMPRESIVE STRENGTH OF 3,000 PSI FOR SLABS AND FOOTINGS E y� } p .�N �w� t� TAw� MINT K;J" Or NlPaTIOII Pt�lo� TO Q (2500 USED IN DESIGN. THEREFORE NO INSPECTION IS REQUIRED). UNLESS SHALL BE APPROVED DDoATOA THE PINCH SPACEMBETWEEN FACING ADN PAPER. CONTROL JOINTS 1 4 SLAB DEPTH. H FILL AN AIR SPACE OF AT LEAST AS AN LTERNA TO APPR D PAPER WITH SIDS L 2 SAWCU T CON A 1'� V�, f,, CONCRETE SLABS ON GRADE SHALL BE BOUNDED BY CONTROL 1 INCH MA BE MAINTAINED�tAWEEE HE BACKING AND NE NEER IN WHICH CASEOR 3. UNREINFORCED C ' Sw OT BEDDING AT ALL TIES SH L OF CONSTRUCTION JOINTS AT 12 ON CENTER MAXIMUM IN BOTH DIRECTIONS. R. SLABS REINFORCED WITH 03 BARS / 16" O.C. SHALL BE BOUNDED BY CONTROL 2, VENEeR MAY BE APPLIED WITH 1 INCH MINIMUM GROUTED BACKING SPACE REINFORCED OR CONSTRUCTION JOINTS AT 30' O.C. MAXIMUM IN BOTH DIRECTIONS. IT IS BY NOT LESS THAN 2 INCH BY 2 INCH ,065 INCH (N0, 16) GALVINIZED WIRE MESH RECOMMENDED THAT THE REINFORCEMENT SHOULD NOT BE CONTINUOUS THROUGH PLACED OVER WATERPROOF PAPER BACKING AND ANCHORED DIRECTLY TO STUD THE JOINTS. CONSTRUCTION. TH GALNI ED WIRE MESH SHALL BE ANCHORED TO WOOD STUDS BY GALVINIZED ST[VIWIREURRINC NAILS Al 8 INCHEMINIMUM PENSRATION. GIF THISEMETHOD IS ATNCHES O.C. WITH A 1 JI) %VER SOLID SHEATHING THE MESH MUST BE FURRED FOR EMBEDMENT IN REINFORCING -- -- GROU , WIRE MESH MUST hE ATTACHED AT THE TOP AND BOTTOM WITH NOT LESS THAN � PENNY COMMON WIRE NAILS, THE GROUT FILL SHALL BE PLACED TO 1. DEFORMED BARS ASTM A615, GRADE 60. FILL THE SPACE INTIMATELY AROUND THE MESH AND VENEER FACING. 2, LAP SPLICES SHALL BE CIS BA S " " TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318, CHAPTER 12. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL A GENERAL CL SPACINGS CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING B -- GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION, SECURELY TIE ALL BARS N1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE LOCATION BEFORE PLACING CONCRETE. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NCCo1:SSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, 4: CLEAR CONCRETE COVERAGES AS FOLLOWS: BRACING, SHORING OF THE LOADS DUE TO CO CAST AGAINST AND PERMANENTY EXPOSED TO EARTH ----------------- OBSERVATION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION Cr EXPOSED TO EARTH OR WEATHER a6 OR LARGER----------------------------------2" THE ABOVE ITEMS. cm #5 OR SMALLER ----------------------------------1 1/2" ALL OTHERS PER LATEST EDITION OF ACI 318 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS f� W) DRAWINGS PRIOR TO START OF CONSTRUCTION, RESOLVE ANY DISCREPANCY ,o ,h 1+ N WITH D � _ u m 'MTH A s METALS 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED e+ RA TO BE ASTM A36 FY�36, UNLESS NOTED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SOUARE C J. MISCELLANEOUS STRUCTURAL STEEL FOOT, OTHERWISE. Z. TUBES TO BE ASTM A500, FY-46 KSI 4' WHERE RErL`t:MCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS. � SUCH STANDARDS SHALL BE THE LATEST 4:DIt10N AND/OR ADDENDUM. 3. BOLTS TO BE ASTM A307. UNLESS NOTED OTHERWISE. 5, ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTUAL. M MECHANICAL. ELECTRICAL AND PLUMBING WITH APPROPIATE TRADES. DRAWINGS AND m 4, WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE SUBCONTRACTORS PRIOR TO CONSTRUCTION. HATH AWS STANDARDS. S. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS. DETAILS. GENERAL 0 'S. ALL STEEL T HAVE SHOP COAT. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REOUIREMENTS SHALL GOVERN. 0 6. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO U) FABRICATION. a1f.1�f 7. LATEST AAISC AND AWS CODES APPLY, ALL CONSTRUCTION PER LATEST AISC V) I HANDBOOK. �/J Q S. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ SIMPSON "SET" EPDXY ADHESIVE V .� Vic _ OR EQUAL. �✓ 't M;E ">, 9. STRUCTURAL STEEL BEAMS TO BE ASTM A36. UNLESS NOTED. v 4, o a .� WOOD DATF: 3-3-00 1, ALL NAILS TO BE COMMON WIRE OR EOUIVALENT DIAMETER AND LENGTH. REVISIONS: 2. ALL NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE 23-1-0 UNLESS NOTED OTHERWISE. 3, AI.L FRAMING PROVED BY ENGINEER. STRONG-TIE BRAND OR EOUIVALENT .SPECIFICALLY wN = REP 4. LUMBER GRADES: cIIECKCD xYf -ALL SOLD SAWN LUMBER GRADES NOT SPECIFIED TO 9E OF#2 OR BETTER JSS -GLULLAM BEAMS SHALL BE 24F-V4 DF EXCEPT AS NOTED -AL, WOOD INPERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED, sl 7129 SW Aormapa Mr. SUP2000-00999 21 of ?e ��' ,_ � :,., . •. IIS ��� � r. .s, .- � w, - rr ,. � . ... ` , •_ .� ,x., ow- 2 10 12 14 }e_r, '.�. V",� a!t9..,,«tmM,v7Wrs'R;UC+•4JU .. T . 44' ov • �� ! 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Mr4)KM006to:Aa+9101`of 719 r'-e'ol�wr�rwaT INwiD�ca�'.Ift TN6 Ow. ® t r mumca"mm COLUMN SCHEDULE a1 24W* rWK3M SLAB _ (s)W* CONT. 46' Ga X O' DEEP' Y- (4)9's EAC44 WAY- O OX6 1.3] »:Ga x-a, DIMP-.._ (6)To RACJ4 Jt T66xfxs116 7a' 661x16' DEEP (V Ws RAW WAY 43� 6>'dlr 1.=1 36' 641 x a, Dmlr _- (1)Wo 1111ACM WAY O T*6x6 Q 24w4oxw OElP (2)%*VACW MAY anc� I�II•A; W u0 LLM 661-61 T • �0' TI' 21'-`' 20' 21' 211-W6 0 0 < u �1 W 4'-`' 19' 1'-D S/4' 1'-4 1/2' 4. 1-4) $/4' I9' 4'-6' 1 II 1 � 2 Low O 01 O O F - A VQ 103 _1- I - OEC DCtAII U0 I 2/96 WR r- to 6 8 eTtrEL J I ' mr I i 0411 f ..i.. bto'wiow 1 � I 0 Q U Ram— WE DETAIL aft. 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I Illlu 1111111 111!111 !lull a utlll ! ullll i Iluhlu I 1 1 n�fll 1 Inlhi�ronin rulh u . Id n. : .. /*�nF f..4MfP'cyr•t w�(..M,�` � •+. , .. WYI�Hf ... rte,. ..a .M ..- .. w .NmN�..,r+.- w,mar. !ar��+r..rn-=.s.fvar...et,-•ensm' ..:n.�wr���wa..+��avr..e+w+wraRs�w,.vwa rrwwem�f. fop.. w�..r�fa«�.n�.: - �'ilY�Nh�"�'•MkIM4 G11�Rlfn*1'k.aANRIMr�:`.;-.c'.�'. ... .,... :.,e�^,.+�+1.Y�n111�leMM .' -• ` n;i•.r Ti a REVOM By kL4dtoD 1 SE . � o OF z .J Co Z 0 z 3 T 0r � Q V N W 20' 21' 71'-`' L V) Z o 30'-& 3/4' T-4 VI 30-4 3/4 0 LLJ 0 O V ` 33 V) ry 71 1 I I I 1 1 1 1 1 1 1 ! I I INV" I � rer+r0 eEe'oerAwt 3 ' 4 fjr a019b d �� J O 0 - I 4= e, .J T ! I 1 1 1 ! I 1 I I I I I 1 I I I I 1 I I 1 1 1 ! I n r 3 MIALOM : M .IQ C co _ D 14 0 0 0 (D p o c� t5 • NOTE: _ .v■. II"M elMroClas M Dim I�IN.IM,e�0oa d ool�t � � March 10, 2MV ROW FRAIIAMVQ PLAN DAT -- « nN OW nd 26 '�' ' 7. .. � .'�i�t4 :..: .,.. - :.7(.la. ma.:MYM'77A1+:v;.1+tii r•mw.a, .,�,•ws.w,•,.:w, •�. -,. .. .. 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RZKAM ALI.OWA3Lt NONE 'D N TYNE GES STUDS BSiAII x®Ikum in the wp heli of the 4iemood (0)ou On fim plat epsWi m typo I LSTA36 1.715 26-10d 2 x� he d cheat wall. i 1 "aVYr Sd omeiWr +r r O.0 7"QG tserLs eiW►ltC 3, Ueiieee othe+rviee sated'daWdpteMd rlwr�W�lbe O.C.O�ou�ed All p+imel ed0ar end t6eethinL b 10 L Inns maim Is tae beams Wr d dew dime'od(0)a.dw AWw ptee WpWdtin ti•4W of`Wldorra rWwtlred. :X� IDS 1-sh exhod ftm bottOrn to w baerd • l� top�- tu.e 1 AM tpWd1�IW4 podttale ami be 11tWtWlied aWoo�+di'V to mroubrxww'W WpWddatioaay.Any ptriduat of sgwl or�capWciry owl'be wbWdattWd. 2 CS l b 1,E50 21-8d J. Wood mwhate ere mpsreeed Mn"aomhtal"dlmmdoee.Lagw mm*m arty be rwd. CS 16R 22-10d OM2 ole"O� 64 Dealer or 7•mc. r O.G 331f V• e!fD 4. yll1pho 4. MON*WOW nhn a Mae�th of boll dW mot be iw dw wood Wn Wm.Por 3"bmA%� wo 2"awmbom mW be a" 3 MST37 11905 20-164 (2)2 x 4 rA etDs 111�'tJ AtlebtlC 16tder we1Lf earl OA X00116 d botODm"o.c.Me OD b.11�Ileoed W e�OOt jolet of S. wlWw twee or IoaWdoa 2)2 x 4 l-7M biooklos below the Hoot Whaetl*ilt�oiler lid wile®4''o.a 1ta�3Wtsd. RAN W10011 ft OWL Wed aye at otos 000dtm�W pmt die**am k is Dot=QIWuW a=n w ler dwro�iniep holduwa _ S. Id AtTliOirOd box aalle may be ettbeMnttsd ib<!>Q aomroon craiW. �, I d Nhote dbowpWeaMe ooaar OWtrtorm do eheerMU aad holdowo dw arae Wtrlapant ariaefa Whall,ovWra. 4 larl5 60 3 133 � 32-16d ( _ ----- • w rd • " '— 6. USIM WmWiM noted.mod w be 7/116"1Sxpoettn 1.C-D(APA 24M)p� "'h"i"t"' 3 MST60 4 71S 411,-,164 _ (212 X 4 yna APA- ei c� a ac. !s oc. �ar . CJ►�F llaiWtW otlteewiw Bond: I 6 IdST72 3 s00 56-164 (212 X 4 WTD RATID NA1Ll ue Fly p>Y s 4 Yield w sir'J4kkFANM appWored egtiivskot. Loos dMettetWoD ehsU let)pmpeodioaYeir to>lramiets wwbeWie sed Jolie 7 L'M'il0!, 10.164 nr" w COMMON 4"MC !s"ac emel be etasprit Ute Id oomem NW et 6"oo at pod WWu and lY oo MwttrdieM ilrwiy t 601"hoilimum it d be WvW Wd m dm w pm*W io do Wad o(*A Am wall. 1.114" q)2 4 amid w W J4kk A uTBD HAl1A � w►� ■r■bea, Pkm di"kag a me to be 7/1P C-D(APA 14/16)plywood or eppaor d SWAViei• Uu • � L _ ted«tit■wa adle at r ao at P"d 4/m Md lo"eo at iwmem"kaWA is aw.i6m.- 1U1ND, t h) 4 OT r PWrr 7Adu A- M ON bollm ht ad Sedeile Ittille,N b IM 1W b An 60 bels tittle M ioeeted tts clamor dtWe 6"ham a oontw of dr. bridatloe • u'rtw NAl1J �•aC. u"uC 4M Pl.i 7. 00 d.andw� embedee>,t ad s 1u srdellL� lbr"A r"8". a Fa istift a Wud4. 1� A 31703 4 nV24'tete hur A OL lh�tretitlioe ew+WsliW thtli w a riaim.eW wile of C. e. W01A pew of cher Mh ehdl w coiled 0e Aoor bd0W with I6d 00111014"as esdbr eltWI&tWl be WXhWWd to ftOdelioe pw b,oaotW ! 111 A, 4,010. w"ole.A ��Te >�' 7ne•ArA- DOt.16 3X MAT'Rl.0 e0itedltle Mlle.ale t11s teblt below�e+erd,r■i t/boi■0 a[1to6oa etnbeded 6": r' OF �� Y an tlterwd edmitle. A �s 2 c u'rsD "COMMON s O.C. u Orc. ADJt)iNM rANiiA f1e In jr Wrim•tamsk her f At rte ieMwaeMea at errs t'eeMed rlWrer weile'Mew the reuhYts i,dWteaed a rtW ed eats e000rliss a dw tpeai8ed eeWM WchWdub,dw 11 3 HD"' $100 TWir'Dta.AY71t L" rir mr1w.Tr•hit 'Mni"AtA- A n C so s beidsrtt Tft rte lum oepe ft aced act M treed S 10 —.. --. C 8W D RATRD N OoMMOMI 3'o'C r ore 11Ot'fp 3x MA7 tAi. !N/V A 3* MNSL L& VARA ADJOOGM P 1A" i4'w tea w tr« roe r« 3,P, 1i•—l'r'w A- Was 1r« 211 .1 Ira Ira i= • HDA 7�4f0 sWereis"Dt..Ass r rol.Ta eerrts4• hn rwr s u M 30 or- r ort» mm m MA'I1wL.o MRS C t'ANl2," ADMI Mr IPANIU 3W 31"« 3r« We Ir« Ira A 1,3 3 61D10A 3141: 11�•'�''Jlls Ail'!>f01.Td 3W NTiTa •�fear dflM1.31•'Ire feat• mm�� C 0 eNl' m W 2 3 4 �■ r"�" L� I 2 3 4 � 7 `S'-`' I < .G_ 20' 21' ��'-�• V O 7O' TI' T1'-`' 4'-�• �q) 1'-O 3/4' G� '1'- 3/4' I I 4�-`' W A / 4Z 0 4' 6 19� 1'/0 3 46 Gia X114 1 19 F0 V ` A v V S tl? i • o � 12'-1 VM3' r An '! e 1 ;ell . 1 s " 44 D _ � � a� momme Oma Mae Mae W� W� C ' • G A C A 0 S W �IM�, ar•I MeK4:v eq%W F L 4L U PMIZ To? HAW ��Hte;o � m D � r r �_ D 10ll E (� E E � U � C 3 1/2' ib' 4'-1 1/2' 3 -10 1/2 NO?Es 3'-lip 1/2' iib' 4'-1 I/2' ND t 3'-l0 Il+l WWF W>,m OOI.b 4X OLOCMtN4IMO == = �•1P '414 St-AGK-Nto * 1� 6 '��/� G+.c4WT Oft 01110 d cs ccW. 41KI>��� SCG March 1d�, 21000 01RAr"d GO EGET.va 8Eo� FLOOR 81- AR WALL PLAN N s4 �r wN • r-r N s� er.�"irW Nr • r-r pA1' --- ------- 1 a . sue tlw oetwpm Mr. suP2ooa•aothe - 24 of 2e jo " ..rYdNMlf�'Y�1YM7LM...i..:.w:� - .. ...w..++.•..w . .... .N►Yr•.•w'--M....w.-« .:. ..'. ?..; ::. -.w«a....-w.-.wu..»..a awMY....ww..» ..... , .,, ,.. ., ..MRMp'�Vtb;UVi-�-'kr;.�yfi ..,a• 1 Mme..... 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JrMw+.. .. rr.r.. wt..-•w..n..we�n.7�r ar.�.G'�s.ar!..-r.`sMl!'�IRiS.:-�+1•rinrAw„Vi:vY:,/�.�..�II'M. r IIw -�"�5:..r^�I.ON•�YJ• 1• i�'"'HJ!' �• _ . .t„ yF.. p;. 1 BALLOON FPL" WALL BRAC140 • 416'04. MAx. EDGE NAILING ROOF SWKATI INC ROOT "ATNINd PL.YIIJt�OD t�1�EATHIPl6 Av- PLl'YIOO© SHEATWOO INTERIOR *14KAR WALL m. EXTERIOR WALL NdAbONR''f v><hlftl;ER EDW NAILING t'PSG tR SCHEDULt) SPLICE LtDdER W/ !2)CONT. �4 DAR* LI© BLOCKING EDGE NAlLh1G PER bGHEDUI.E CONC. SLAG bovooON mofte NIC CO . a�AR OR EQ *TRAP � 110,10, a.' DI x •• A • 416• Oro.MAX. EDCW NAILM (PER BC.i'MLE) PLYWOOD SWRATWING SPLICt TOP PLATE YM W DIA• X i'• Ala • 4♦ ' 04. MAX. -- MbTN OR [Q *TRAr PLYYIOOD MiATNMrb � c2) troNlT. SAMM1a, ROOF JOISTS 111L Door Jol*» 0 X•MIDdN�Ii PER JOIST MPG X-WKS lISI PER JOIST Ml�. JOISTS TO ALIGN IW DOI�I.I 07" 111— N �4R WALL FOOTING ROOF - TO- UJAL L 4 ROOF TO UJAL L p I TTI~'. PERIMETER FOOTINCx 2 INTER OR S Et SCALE No ecALE SJ No iGALs � �"� NO SCALE 5j NO S5 L Lj S� N � 0 0O 3 DC . �� � - "AR WALL ABOVE SHEAR WALL I -ttiI•IEAR WALL PER PLANO I I i l AOOr OR FUOOR btu► .Wi I I I i I1110010 SHEATHING 4' Or. EXTEND STRAP INTO 'SHEAR ROOF OR FLOOR 6WEATHNS v"' • !' PGI WALL' A M!!Ir'Ar1 OF b FEET.I d • 4' OC.O . I . � PLYWOOD '' • . IIS 2X EME MVMM • 4' OAC. • • Sal • S' or • • M�ti. ROOF OR FLOOR JOIb � MIG. IIOOr OP! rLOOR JOrb • 16,01 • 4' OAC. � 0 P-00 I - -* I i L C=3 :\3 Ike CMTAIL 11/164 FOR BLOCKING I�ECWIIltMEN7* ----- DOLL! JOIST CONT• 16111PbON Cb STRAP hl1y. lSOOr JOISTS SIDtO CrrtR 4X KOC'XMa GrV%ON LTP4 • lb' OAC. I I SI�iEAR WALL 11911t PLANS "Aft WALL PZ11t PLANS SHEAR WALL PER PLANE • ) /eorDRAG STRUT ( PERPENDICULAR)., r5mwNINTERIOR SHEAR WALL ( PERPENC� IGUL�4R) 6 INTERIOR SHEAR WALL CPAR'ALLEL N E R No ecALE NO SCALE S No SCALE S5 8 V w LEPPER Ri.'�^ UPPER FLOOR GIUAM P ANSL SHEAR WALL 0 00 PER PLANE1000 FLOG!! lHEATHINIG FLOOR bl#ATHmkN r + �-•1lCt7F OR FLOOR SHEATHING �--• EDGE *IAILINPs PER 13GHEDULL SPLICE TOP PLATE QD II1t W/ 691MON MW bN 1PSGN *TRAP PER PLritPlb Wd WC :• OR ECL STRAP / P'LYWOOD 'dtLLY dIWD' -- A - - / SPLICE TON KATI IW S VSM �1 v MST" OR EQ STPOP MAI'1I PLOOR MiAR WAIL �-- 1m)" NAILING PRM bC1 WJLE PIiR PLANS 3-3-00f"1l1t3r 1�pOr JOIST* Mltir ROOT JOISTS MAINFLOOR � �L x-eRIDdING PER JOIST Mr01 FIRM� PLANb —� x-mrRlDarMcr PER JOIST Mrol. MPS. Door JOfbTb /0 —INA-U— DEM AMM PLAN. I UPPER UJAL L - TO - L OUJE R WALL PEP 9 UPPER UJAL L - TO - L OWER WALL S5 No •GALE S5 O SCALE ra��\ r RAG STRUT (PARALLEL ) �5 NO SCALE e)5 . 1 J .—�.-•1.�..�. --- �— - 71�DU�Ptt00a•IIA n , 26o nQraYl' '... " .' ..... :::. .. .r ' ta'!iM4YW� .. ' 1 .:k'i...,. �• Y.�+fM1.gP.... ' M'... 7 � ,. t♦ . ,r. �}. C �/i�T��, r ■ 1214 1 � ' II 11111111lllllf )Ill lt.Illld VIII. L 1111 ILII) i Oil 'lllilll1111111Illllll1lllilll1111111 !IiYIII 1111111111111illllll1111111I( 1111III WNW t neat 11111 1111111 t null t t nl thlil��mitlTt�utilt�tiltntltT�tat�PTi��111r �nttllfit�trl�� ;` 1 µt�� �u�l+ tll �i�lltt tltlhli ulthililtin111 �tnthRt�mth'I ��,tt!ti �nniti�tntltii6lutdtTl+�ItnitTfi�utdt61�ttuhttiltt��mtl�Til�lnthintth �tmhi ; maw- • •� `i ~`M.vwr -#•, .._ ..•www:. u. ..- • . ..,....�.•. ,•� _ . � V�fYv Y.wrYW/rw"Aw'yr9 Trwv!...¢ie�r':v...a•14s.#'..nwYa.•Y'!� Tr.sc.. ,r. .I ' .e. r.. . s.. .u. ., - .. -. •.. - .•+'♦rv"nMow• t. , aF +ari�.�i.+ir !. �.+.'�1�"+�..IrM. 1.. 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N W OLD PER PLAN* -LOLD PER PLANS O D O O GLB PER PLANe POST BASE 'A' o O N w TUD[ STOL POST PSR PLANS POST BASE 'B' N Q C.7 2 N ~ CGNG FOOTING PER Pl 4N0 r 1 POST CAPS AND BASES Z G No SCALE U J POST BASE 'C' (PLAN VIEW) V) J s = . � Q 4 eb Q_ Z11- 0 c ® 19 PLAN VIEW ' m 2 STEEL CANOPY GJ' NO SCALE + 7X6 6=6 FLASHMG D7 OTHER* '— AL EXPOSED D FACES W/ (7 NwIL* FR�1 eTUD I STEEL DECKMYs rv1 *TEFL DECKING / STEEL DECKMG INTO END OF EACH BLOCK *TEFL DECKING — _ 0� VV 006004M�ID C L V OSED FACES �/ IL yo / ALL EXPOSED • AI.L V4' F RITERSECTIONS • ALL V4MTERSEGTIONS S/*' DIA. OOLTS • IS' OG. O DAID .3-3-0 s C WXB DECKING LEDGER T C IDXB DECKNS LEDGER C IOXI6 DECKMG LEDGER S / ' DIA TS ST LEDGER-TO-STEEL POST (T) SL*' DIA DOLTS STEEL LEDGER•TO- 4X4 GLITTER C 10)(16 D[Q:RKi LEDGER e P06T CAP R� b' DIA. PIPE REP_] 3 TYP. FASCIA DETAIL TUBE STEEL P06TPERf°LANS CONT. V4' FILLETLLELD Sr NO SCALE PLAN VIEW 4 TYP. 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