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6640 SW REDWOOD LANE-2 p! *.''.i",is' 'g'.'." ""„r .:^a^fF*.w!!.^mFna�.sgnt a,psaxa•rres«, t.w,:..e=—�r. ,--r.. m.. ,.- .'ren .. _..a'a:-,- ,.-+era..c n. ...r. .•.xam:.q,.,.+.n. ra. a`cfin'g•n---:-.3. -.^+'-• rc'+19N ! r'1P: FF 11 Mr <: ,. ... a .. ,. -. - c • ;i - - •_ a,. . LeW.. .: .. a , .a..i - , ^. , , e.„4v'.. ,,.A3. YYo+^.r..nY:..:.-.�'ny•,>,{,-.�,.. ¢ %-f.. o.' �=�. . 0.M b eh++wf.S.: ,.,,,•,. r° (Ah,w:A.nM'•: y .c • d'`' �::;iwb. L.. te) 00 C) N C) N OD COi N n N O Qm M (A ► t� O a' .. C • M Q m O 1.. ' � n ~� QW C L 4 ON• M 0 hi L4 M Z X300 W JL m vi C Q U t0 $ j ` w 0z 4 o a_ a_ i ri if 11 7..2M, 0 a .. i I _; F — - Ll I Lj W \\ 9 t �`• Vancouver DRAWING INDEX DRAWING CRITERIA SYMBOL SYML LEGEND TEAM MEMBERS - --- . -..� O SEC7ION# T1.1 COVFR SHELF ALL DRAWINGS ARE IDENTIFIED BY TWO DIGITS AS FOLLOWS: u1 Portland BUILDING SECTION KEY MARKS X PROVIDENCE HEALTH SYSTEMS SHEET _ CML DRAWIt CATEGORY TTER REFERING TO THE DISC►PUNE OR MAJOR' _,l U W _.f S . PROVIDENCE MEDICAL CENTER DIVISION. LE ON T. TITLE SHEET20 SfCTCONTACT: Kenneth Zinsli / Warren Simpson SDI SITE PLAN SO. CIVIL - SITE DEVELOPMENT 8mvertar>t10 P' __ lON Z SD2 TOPOGRAPHIC SURVEY (NOT INCLUDED) L. LANDSCAPE ?1� X Phone: (503) 230-6184 / (303) 872-2692 S03 EROSION CONTROL PLAN A. ARCHITECTURAL 4� SECTION KEY MARKS NUwi SHEET/ Fox: (503) 230-6802 SD4 SITE GRADING PLAN S. STRUCTURAL F Mlraukl• SD5 SITE a rILITY PLAN P. PLUMBING SD6 SITE DETAILS M. MECHANICAL ARCHITECT E. ELECTRICAL DETAIL B. SUR-CATEGORY NUMBER REFERING TO TYPE OF DRAWING OR _ ,r �9� _ _ (;E-1 GEO ENGINEERS ROCK WALL GROUPING. SrTE Tua►utln Lake Oaw+po O�omae DETAIL REFERENCE MARKS 4E_"E_ M A C K E N Z IE/5 A I T G AND A 5 S O C I A l E S D-1 GEO ENGINE'RS - ROCK WALL 1. GENERAL 2. PLANS 0690 S.W. Bancroft Street 3, EXTERIOR EI.�VAT,ONS/BUILDING SECTIONS 4. WALL SECTIONS Portland, Oregon 97201 5. INTERIOR ELEVATIONS WpRonvgl• CITY OF 11 AFM 6. REFLECTED CEILING PLANS ............................ . KF1T107E�' P.O. BOX 69039 7. STAIR/ Con ~*y SECTIONS, PLANS, AND DETAILS on~.............................a�y A?DroC i KEYNOTE BUBBLE MARK X Portland, Oregon 97201-0039 8. DETAILS 9. SCHEDULES For only the Wf'/ _ „�Q �,.,. CGNTACT: Dennis Woods / Dove Williams PERMIT N0. 1 it VICINITY MAP lett•rta:Follow...::::::.:.........::.....::::......` it •.. Phone: (503) 224-9570 Att�h• / �/'� �c ,Iv �l�w•uN ..�.�, DATE: CME ANALYSIS Fax: (503) 228-1285 N.T.S. Job A,ddna: L DLW �� DRAWN BY: BASED ON STATE OF OREGON 1996 ED17i0N Cli/IL ENGINEER ��� � STRUCTURAL SPECIALTY CODE e �� �� RSP 1994 UNIFORM BUILDING CODE SITE MACKENZIE ENGINEERING INC. ___ _ DR ;KED BY: OCCUPANCY 1.1.3 (B Section 308.2.1 Exception /4) TO PORTLAND ,�rj'r1�1�'.D I •� CONTACT: Tim McGuire �aw,H � REVISION _.`.._ � Y,.,n �----�.�C-,•mow -.._..._.__� IN j�-•-��� �I � � � EDITION CONSTRUCTION T"PF TYPE VN (SPRINKLERED) Phone: (503) 224-9560 e 1wr�A - } CLOSING '�"•'• � EGONk j. DATE: ALLOWABLE FLOOR AREA 8,000 SQ. F1 FOR CONSTRUC NON TYPE Fax: (503) 228-1285 , BUSINFSS ji� rwe� �w, PAR SEPARATION ON ALL SIDES (+100% = 16,000 SO. FT.) AREA INCREASES w + - -- _ r � �_ _- (2 STORY BUILDING (x2) - 32,000 SO. FT.) STRUCTURAL ENGINEER 1 w ~""•"• ,• _ �:,' sMr ALLOWABLE BUILDING HEIGHT 2 STORY (INCREASE TO 3 STORY W/ 100% SPRINKLED) MACKENZIE ENGINEERING INC. TOTAL ALLOWABLE FLOOR ARFA 32,000 SO. FT. CONTACT: Larry Oath PACT C :,Y ` " OREGON CORP KAT � f -_ -- _ �,,, 6USINESS Phone: (503) 224-9560 CENT R PARK I l J l_ PARKING PROVIDED REQUIRED t �, Fax: (503) 228-1285 -S.ANDARD 74 71 r-�-y -COMPACT 50 50+ (MAX. 40X ANY ADDITIONAL) I - r'l F:"""°' "� -HANDICAPPED 5 5 'fir I nMv n��'��Q `� 1_ !'�~ (r Wu ro nr wr Ial" TOTAL PARKING SPACES 129 126 CONTRACTOR 1 1 {AC 1 OR d r (v.,) NII MsM nnn. (,w MACKf-NZL! -� k 400 of 194S. ALL 4R'Ar. r - BICYCLE PARKING ANDERSEN CW i ION CO., INC. �'"`j ""' " THE 5E DRAWI• ,i PRO r r 1 J i ( ' `. M W KENZIE `hi ti • :.x IA?- CONTACT: Jerry Grogan SAW 1 �� A, '1�ED c>ff ",. �.•• , , n W,vr W,tINER, Ex Pl',qn ._i�„!� ���_ ,rp, PRKIR 11"ItKN PERMISSK)I4:rt M S n Phone: (503) 283-6712 i' - —M� OREGON F � � I e SHEET SITE DATA _ Fax. (503) 283--4393 svr 71rN µrtlak BUSINESS _ BUSINE ST _ PARK III d t BUSINESS \ ' CENTER BUILDING HEIGHT TIGARD .(Or� ( AII T 1 . 1 FINISH FLOOR ELEVATION 193'-0 FIRST FLOOR USABLE AREA 8,306 SQ. FT. KEY PLAN _---� SECOND FLCX)R USABLE AREA 8,352 50. FT. N.T.S. Or- THIRD rTHIRD FLOOR USABLE AREA 8,305 SO. FT. TOTAL BUILDING USAPLE AREA 24,963 SO. FT, 9 Nr..,• I SITE AREA 78,988+/- SO. FT. (1.77+/- ACRES) ryry LANDSCAPE AREA 22.512+/-- SO. FT. (29X) PERMIT 8/23/9 �+ RESUBMITTED 40 SW Rr_Wond I n -,I T 95 00.17 ' n111 ucr IF THIS NOTICE APPEARS CLEARER THAN THF. 7 199R DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �l�i�i !(III,I'I�III�I�I�I�I1111111111111I !JIjlJill ll1Ijl 11lll11111111OWN "Mw M cmlm� I'!�{�i�lli�l�l I i�lli�l�l�l(i I�IlIlI�I�I�I I IEI�I�IIl�ijl I IlIII�III�IIiII I I�I�I�ili�l�l I�I�i�i�l�i�l� ROV N C C L I N I C nl 1 1 1 'I I InllullullhnlltnlllttltllitN111iH1th111 t111lIIII 1ii!lltll Ytltllti{IIIIl11111114lIlq,HIlilll 111111111{lillllllllllllllly Illlnit nnitnl mlhnthnlln.,,mJlttlllntlnu nnhtn nitllt.l ntlLnlll nlnll nnIIInllndnn nnhnt Inllnmm�ht I t r I AQuL I- y,...., ti.. - vr,r...w:. - Y 7wr 7-79 1m e. LA Lc k O O rn how U to 1 IN FFM z x co 1 inch - 20 tL rn M 0 0 O -r 1 171 X Wo Ile) % LAJ a' o �- ----._.. .._ 0 -0- o ~-� z Lr; 1 ---•--__ 14.13.# � c aN '�R � f Z � Q i 46.04' ..._-- - Y N ... 44.58' V a c ^ rn o _ _ _� GRID 28.08` ` L 2 a- _Llt c) �-T _ G / F v 9 c_- -- 2 C - C r 10 S� I 16 ' i 54' I r e KEYNOTES �- PiI 1. EXTRUDED CONCRETE CURB. SEE DETAIL 6/SD6. e O ` `�'t i \ g C O i ,7 Q �• 2. 4" WHITE PAINT STRIPE (TYP.) N J1 1 C 3. 5'-0" x 5'-'0" PLANTERS (EXTRUDED CURB). Q( r ( _ ' ' / \ e C m 15 ' ! ^' r------- Li � � y , 4. DISABLED PARKING STALL SEE DETAILS 3,4,5/SD6. (ri1 1► C - 2 C �2�• � I 5. UM1T OF WORK BOUNDARY. `' -���r (� 1 12 1e; ~J h 6. ROCK RETAINING WALL (HEIGHT VARIES-BY OTHERS) S z a✓ - C _ 2 $ C 7 �� IN 18 -`` 7. (11) TOTAL BICYCLE PARKING SPACES. SEE DETAIL 9/SD6. lQ� W • • R•1 h 1Q• `�� 8. CAST-IN-PLACE CURB, SEE DETAIL 14/SD6. EJ) L� 13 ---- R '� `� ?3. qp , -� 9. MONOLITHIC CURB AND SIDEWALK. SEE DETAIL 7/SD6. J/ 713 O I O 10. CONCRETE SIDEWALK. SEE DETAIL. 8/506. Q Z - - 12 F ' �� $ I a, ig• , 11. SCREENED TRASH/RECYCLE ENCLOSURE. SEE ARCHITECTURAL. PLANS. u 8 g 28 20 26 +�jt`2 26 h i O \' '- �3.9L9't 12. SIDEWALK CURB RAMP. MAX. SLOPE 1 12 WITH TACTILE WARNING SURFACE PER ADA STUS. 13. 5'-0" WIDE STRIPED CROSSING. Q 26 W50' 21 1 R=5' �'_ ^� �- 15. EX14. ISTING ACT POLE T TO RELOCATED 0 --- - 24 8.5' 9.5 6 SP O 8.5'=51' 62.33 g• 9' g. g. - Ra28.5' I `�,� REMOVED _ -- ---- � R=1. 1 13 - ".�_ 16. EXISTING CURB TO BE REMOVED N 4 22 -- 25 12 1 17. EXISTING EDGE OF AC 19 R�2.5' _ 18. PROPOSED SAW CUT LINE 25.08' � 5�9'79 P O 9181' 90 1 g' 4 8 SP O 9' 72'__ 19. EXISTING CURE TO REMAIN ?.0. CONCRETE WHEEL STOP, SEE DETAIL 13/SD6 2 21. CURB RAMP MAX. SLOPE 1:12 WITH TACTILE WARNING SURFACE 26 l 12 /� 22. 6'_0' STRIPED CROSSING. 1ti 8 8 I 23. TACTILE WARNING SURFACE PER ADA STDS. /r I �; 24. MARINE BOAT TACTILE WARNING STRIPS. 8 8 I 25. CONCRETE T-NEIL L AT END OF ISLAND. 3 T . 'I 26. 4" WIDE THERMO-PLASTIC STRIPES AT 8" O/C 3' MIN. ��- c, ! ' 3 TYP. I 1 RAS. 12 �1 =2 13 GENERAL. NOTES � N 18'1 It. 5 l 1. TYPICAL CURB RADII-3.0' (UNLESS NOTED) Q 33 SPO 8' 264' _._. 2 _ 11,75�4t� C C C C C C C C G C C C C C C C C C C C C C C C C C C C C C CE' 14 1 h s 1 24 Ljj ARWORKKF 1 PAF SITE PLANw. 00 __.____.___.___.__.__�._____-• -.- - - -_• \ EXP. DATE 12/31/96 8/23/96 \ DRAWN BY: GLK CHECKED BY: do RLI•` RLVIS!UN 's„ EDITION s;z CLOSING DATE: I A I I 0 N r rq MAcKtmzE twwrRINC INC , 1"51, ALL RWTS Rtgf'RYtD ut ' T11C ORAMTNGS ARC 1Hi. 1`R. TY OF N AGf lI N0 NpNf_ERIN �C.(M. .I.l� DOM RI ANr 4ANNER EXCEPT TIIIH i 114F PRIOR WRITTEN PE.dM1531CIM fX ME I. IO O+ SHEET 0 ' o SD1 I 01- 6 3 6640 SW Rndwnnd I n snof 11 s5 On4� 2 JOH NO. >� U THE SURVEY INFORMATION SHOWN AS A BACGROIJND SCREEN 295,385 LOO THIS AND ASSOCISED ONNA SURVEY PREPARED PA D BY DAVID RESUBWfTTED FOR SDR REVIEW 10/02/96 IF THIS NOTICE APPRARS CLEARER THAN THE OUT' 7 I99R I)OCUMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I(III�IMWI�I II O�I01�I�i I I�I�I�I�i�l�l � I�IIIII��IIIIII I�Ill�ijlll�l � I�ilf;l�l�ljl t I�I�ill�ill�I � Ilillld�tll�l I I�I�I�I�I�iji i I�IIIII�III;III I i�l�l�l�l`I�I i�l�l)I�I�i�ll III+Illlillll;1Ifl 11 llfull llll111l11111I11 11111IIlll 111111111 ImIllII lfill!IIIIIIIII1111 1111I'llII1 1111111!111111I1111111InhiifIIII IIIIIN111111111111Q11111!111111111UII1111lill111Illl1;I Hilll111 1111!1111111111111111111111!11111111!Iill11�111111111111111111111l11gh1 ' 1 I 11 1 1 r 0 LLJ —J O a_ cnV1 M m O a) C14 r- U �' I Z x N O m M Z_ in o � :} a TUPOGRAPHIG SURVEY t oMd RESTAURkNT AND MEr)ICAL SITE W W 00.0 LA- ` IF I C CORFIOR.ATE CENTER o c)PAC. Lr) O - Z r` Ln W • O p) cn D C W o ON JULY' 26, i995 SCALE: 1' � 20' :30 N `n U � M Z ` 3c� in W vI c2--) � Y c� C .. c gc=�jCto °_� Q . � t DAVID EVANS AND ASSOCIATES, INC. 2926 S.W. CgR5ETT AVENUE U Q a d PORTLAND, OIaEGCN 91201 (503) 223-6663 ''„„ O cin ?05 �I ILII O %, " - 1�A 199.32 0 W Re P _ — wF \ ED6E of O \ \ \ PAVEMENT Ir 0— -- \ -5ALLCUT U -___ _�` LINE _ C.O. LLJ > lee •11 �'~� �_— END 01= CURB --� AN ITARY 18m RI5EF2 %1-4' TILA14 DATE: J ® DRAWN BY: \` DEA I \ CHECKED BY: DEA I \ W REVISION EDITION ss t Cl nc'JNG r .2 br l I I w MA('.NENM ENGINEERIN4 NC 1995, AIL RIOW%RES"R" IMES5EE URAUNG5 ARE 'NE PQ a MA"XENIK EN(ANEERING INC M I.� lo- bAI�Y Nkpf NAoNY 10(It USEE CEr'T WTN 1p ^.t �1?100 NR1TTE-N POMIS4GN OE ME) j SHEET i� I SDS N or O J09 NO. 295385 FINAL TOPOGRAPHIC SURVEY 6640 SW Redwood Ln SIT 95-0042 -- 3 of 11 - y IF THIS NOTICE APPEARS CLEARER THAN THE ()GT- 7 1998 DOCUMENT.THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED (Ill{I�111{I{I III Illy i 1{1{1{1{1{1{1 1111{1{11{111{I 1{111i1j11111 I IIIIrjilII111 I Illli111111{i 111111{ll;lil 11111111111{I I Illllll�llllil 1111111111111 Illllii�l�i�li Imm I mw nE T IIIlllli II!!II!IIIIIIII1111111111111!IIIIIIItiI IIIII!III n!!Inu nuhln n!Il=.nllnlllnn unlnnUn1llnl m+htn n!Ihmtlnllnnlnnhullunlnnl!nllnmmlllmtunhnc nnlHn nnh!n milnu ntthnI tAL ntltnt nnhnt ulhut unlnn tuilllmm�ll�I�iin ' i s. t F, , EROSION CONTROL NOTES _______---- --- .,moi► � - --_____---- C� GENERAL.STATEMENT SzREL CpN�TRI�S�QN FN1_fANES O w 0 90 w to 1w ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THECL 0) -� -- CURRENT EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE p�Iij'OSE: M ap HANDBOOK. O TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., TRAIJSPORTED ONTO ROADS � � f BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED U L � � BASE MEASURES: PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. Z x N 1 laah - 40 IL --� 0 N ..�. ` 1. DETERMINE CONSTRUCTION TIMING AND SEQUENCE. CONDITIONSWHERE PRACTICE �PPlI � i 1, 2. ESTABLISH PRIMARY SITE ACCESS POINT(S) FOR CONSTRUCTION TRAFFIC (GRAVE _ c6 0 y CONSTRUCTION ENTRANCE). AT ANY CONSTRUCTION SiTE MAERE TRAFFIC WILL BE LEAVING THE SITE AND z 0 b. »- ------.� 3. IDENTIFY BASE MEASURE PROTECTION, INCLUDING SEDIMENT BARRIERS AT TOE OF MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER v DISTURBED AREAS AND STABILIZED CONSTRUCTION ENTRANCES (EASE EROSION CONTPOL APPROVED ACCESS POINTS. W t • M Q MATRIX FROM CURRENT HANDBOOK). W 0 0p!L 4. ESTABLISH MAINTENANCE PROCEDURES FOR EROSION CONTROL MEASURES (CONTRACTOR DESIGN CRITERIAISPECIHCATIONS: In 4)0 K� \ �- •" =- '.- FC"T BASE MEASURES FOLLOWING STOFJ EVENTS) • --- �-- N T O I N SP . �_ HAYBAIE SEE DETAIL 1/SD3. C:) SEDIMENT E.E..EIFv_��9um 1 1 �`*- MEASURES DURING CONSTRUCTION: �► Z r, un PROTECTION ' "" y MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. Ltl • 0 rn 0)SEE 4/SD3 l 1. CONTINUE TO IDENTIFY THE NEED FOR ADDITIONAL SITE BASE MEASURES AS CLEARING 0 c 14 AND OTHER DISTURBANCES OCCUR, INCLUDING STOCKPILE PROTECTION AND SEDIMENT THE GRAVEL FAD SHALL BE AT LEAST B INCHES THICK AND 50 FEET IN LTJ ►� p 0 cV CONTROL. ALONG SLOPE CONTOURS. LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICI E INGRESS AND ? m Q'N 1 J 2. ESTABLISH AND SCHEDULE WET WEATHER MEASURES, INCLUDING GROUND COVER OVER EGRESS AREA. (A 20--FOOT MiNIMUM PAD LENGTH MAY BE ACCEPTABLE AS N l' n . EXPOSED SOILS. (WET WEATHER MEASURES NOVEMBER 1ST THROUGH APRIL 30TH). APPROVED FOR SINGLE FAMILY ANDUPLEX RESIDENTIAL CONSTRUCTION Z ►a o p I NOTE: ALL SEEDING APPLICATIONS SHALL BE COMPLETED PRIOR TO SEPTEMBER 1ST. SITES.) W N �� 3. MAINTENANCE PROCEDURES SHALL BE THE SAME AS BASE MEASURES. c ADDITIONAL_ GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN • to m r POST-CONSTRUCTION MEASURES: PROPER FUNCTION OF THE PAD. .Q - rn t o i - r L C7 Q_ a, ua M. 00 o N a� m \` .Z 0 N M N I M 0 C 0 G or M -K( LA- La O LAJ _ Z_ 20 0 10 20 40 M1 O N a G (� Lj 0 m CD 1 1 loop - 30 IL -- -�– TW-203.50 ,- m W�1;�G�;a4 N � ' 00 � 6W-2Q2� _. TW-201 ' 2 W Ln cQ4r � No mr-w TIP 0 co LaI 14�� ATASEPw=�9cQd. AT AAE 190 u AT EASE a `�� 19 3 E3W--1 yt•nn ` MATCH EXLraTI G GRADING NOTES 4 ; �A! RASE �' `� " MANHOLE RIM -1 R' yO / RM-=199.,32+ 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS C e, , _ W - 9 1 Y -� 3.00 1 A INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES - 7"— ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBJIOU; �� I i1 � ,� I /� GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OP SLOPES I BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID U I jP' O I@W-2005,00 / ABRUPT CHANGES IN LEVELS. ROUGH GRADE T U ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES, GRADE F:IR PAVED _ •( r --. DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ~+ --- 1$7. + ; _ "" \.` AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THI(XNES OF SURFACING MATERIAL • - r- _ _ Q FINISH GRADING: AT COMPLETION OF JOB AND .AFTER BACKFILLING BY 0 OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH F19 71 7 0 ^ HAVE. SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: Q / QD Ilr La rn Ep ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: f0.1 FT.- "o' SIL,. W , �y ` F FINISH GRADE PRIOR TO PLACING FINAL SURFACING: t0.C3 Ff. - Z v -- 1 OC 3,_i ?.. I fl�I� `, i Y I} ,� � r.l�� � - -. EXCAVATION: EXCAVATE. FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO � —J .� - l � 7 V • I SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW OR FORM CLEARANCE AND E-] ( , FOR PROPER COMPACTION OF REQUIRED BACKFILIANG MATERIAL. EXCAVATORS MUST COMPLY WITH O.R.S. 757 541 THROUGH 757.571; EXCAVATORS; SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS FQr, Z I 67 110 72 HOURS ((((((MINIMUM) PRIOR TO START OF WORK. DAMAGE 10 I�==�' r' r - / UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4Li L _ d +` _ ���� 3. EFFECTIVE EROSION CONTROL_ IS REQUIRED. EROSION CONTROL_ DEVICES 4 MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CII'! MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF M �- � r WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL_ " ^ 0 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED, DRAINAGE SHALL BE ' CONTROLLED WITHIN THE W(N'K SITE AND SHALT_ BE Sri ROUTED TH.41 ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AN'J THE RECEIVING — — -- + � I , � '--_,,•• •, � f SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE CONTROL AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 5. EXCAVATE. AND CONSTRUCT BASF OF ROCK WALL EAST" OF BUILDING; AT ELEV. 191.00, AFTER BUILDING CONSTRUCTION BACKFILL WITH RIVER ROCK TO BRING oz ELE DATIONS 10 FINISH GRADES SHOWN ON THE PLAN. 19 6. SEE WALL PLANS E)Y OTHERS FOR ROCK WALL CONSTRUCTION DETAILS. "-- 4 9 _ J 41 1 I 4u ry- 86 LAJ -- __. . - - -,��_� ---•--rite; — �`"'�, _. TW-187,_59,/'` �.• �. ew=1e1,00 - i _ I1ef-1 BW- 82.00 ~ � LEGEND EXISTING CONTOUR ,p� O PROPOSED FINISHED G,.ADE CONTOUR 174 Ar PROPOSED FINISHED GRADE SPOT ELEVATION r PROPOSED WALL HEIGHTS 5' ' oR�oOx \ EXP. DA DATc: TE 12/31/96 GRADING AND EROSION CONTROL PLAN I I„_ 8/23/96 DRAWN BY: GLK / CHECKED BY: RLF Ir REVISION ” V, EDITION r CLOSING g R x UA TE: +I (C) NAU(E Nil[ EN(ANEI.-RING 14C j togs, ALE NK,NT!:RES"At) TNESE ORA11111G5 ARE. " PR��R11'(A MACKrNM ENGINEERllJR 0E(' (M.E I) ANU ARE NO! To BE U�OF; kiul- PUC.F-[I IN ANY MANW Enull MIH THE FI"I MPITTF-N PC1IM uSm nF M E 1 SHEET h s S E) 4 t,T F { 6Fi40 SW'2edwood Ln 1011 No . IT 95-0047 5 of I I 29538:5 : THE SURVEY INFORMATION SHOWN A5 A BACGROUND SCREEN ON THIS SHEET IS PASED ON A SURVEY PREPARED BY DAVID EVANANS AND ASSOC RESUDOtAITTLp FOR SDR RCVIF:"W 9/27/96 IF THIS NOTICE.APPEARS CLEARER THAN THE 0('T- 7 199P DOCUMENT,THE 1)OCUR!ENT IS OF h1ARGINAL QUAl,ITV. MICROFILMED Moto c"m DO I �MtA IIIIIiI�I!H!IIIII111!IIIIII!I!IIIHIIiiil IIIII111!IIII�iilllllll:1111 nnIln16nnlnn Illllnu nnhnl!nnhnlllnllnnll+ul►n1hnllnnlllllf'In1!IIIIInnhnlllnl nnlnu nnit+!!utlinit ntthnt nnllm!nlltlu nnhnlmnh)mm�hmil, '" r . _ 1.1 WNW, TIN '19`79-27�vww C.] GENERAL NOTES _ - -- 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 0 UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION 0- ��'""- ----•_._� OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. Of M oD 2. SEE WATER SYSTEM NOTES FOR WATERLINE CONSTRUCTION. d A'vlP TERMINATE BUILDING FIRE SERVICE. AT 5' FROM BUILDING. 00 0M r � COPD=R-.URAQL: 0 TUBI[ITTTINGS: ASTM WROI.G HTB TY'PE K, SOFT' ANNEALED TEMPER. COPPER, SOLDERED JOINTS ANSI B-16.22 0 , 1JT TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON-METAl1.IC PIPE. Z 9 a {� �-- JEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER UEPAR EWENT ANt? U.P.C. � .t 0 p� C` ZO 0 10 20 40 s0 ��Ov r� / ( ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. IW a :n L` ��'`1 - J 7 �V N//�� FIRE DEPARTMENT CONNECTION (FDC) LOCATION AND SIZE T'0 BE COORDINATED WITH i H L C -- -_ PERF. PIPE (JJ SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 70' OF FIRE HYDRANT. C)N -• _ FOUNDATION ( IN F%-L7 C' C) DRAIN. (Sl GEOTECH. 1 inch zo tt- REDUCED PRESSURE BACKFLOW PREVENTER: FEBCO MODEL 825Y(OR EQUAL IN ABOVE f- N((o w -•" REPORT AND GROUND UTILITY VAULT 3642-PVT(OR EQUAL). PROVIDE 12 CLEARANCE FROM BACKFLOW z -h In _ w SPECIFICATIONS) Im DEVICE TO BOTTOM OF VAULT. PROVIDE 2 TO DAYLIGHT FROM VAULT. W _ Q' � '- - ua`•. 3. SANITARY SEWER MATERIALS: W_ _j �o 001_- s✓ 0 cel ___ �+ + INTERIOR AND WITHIN 5' OF HULLOING: CAST IRAN P1PF N 0 �"�. -_ - _ --^-- ------ -__----------.- -------�w--�.- - -- OTHER AREAS: PVC CONFORMING TO ASTM D-3034. ?� 0 M 19 - �- 717- - '-- --�__ �, LA.1 __ - I•.. _ CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM /58860 HEAVY-DUTY CAST IRON ACCESS > ----- _ �� BOX WITH SECURED SCORIATED COVE ANCHORING FLANGES, AND CAST IRON CLEANOUT FINISH4RAUE TO WITH SERRATED CUT- OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM ( ) - O a' MATE EXIST. RM �� ` 18" X 6" CONCRETE PAD AT GRADE. .Q •�rn t o I ►� - r - J L `19-'�---' �•.�` ' ELEVf�EION � 'cO © t 8 PERF PIPE I �� �`�� 4. STQRM R MATERIALS: � �ANQU.T _ I � U c� a a I CEA OU T CLLANIE-190.50(4"jUT1 POLYAN)l CHLORIDE PIPE (PVC): ASTM D-3034 CLASS 3 U(4 • ! e� r 1 0 TRACER:. NO. 18 GREEN INSULATED WIRE BURIED WITH ALL NONMETALLIC PIPE. - / -- - t IE-18�. 1; r y $R JOSAM #58860 HEAVY-DUTY CAST IRON ACCESS ARY I ��1 I OX WITH SECURED SCORIATED Cb ANCHORING FLANGE, AND CAST IRON CLEANOUT �� W LL; `s I WI IH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM � i8" X 6" CONCRETE PAD AT GRADE. -�' a: • ____ `-- - - � � i f; _ fi" STUB FOR PROPOSED FIRE RISER. CONTRACTOR 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE L��J TO CUOFZDIN TE SIZE AND __4CHAPTER 7, SECTION 707 AND 719, AND CHAPTER 11, SECTION 1103.04. "? LOCATION WITH SPRINKLER VI \\ _ n CONTRACTOR$PRIOR TO _- p 6. CONTRACTOR SHALL_ VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO l� I I I CONSTRUCTICIN. 1• I i D WNSPOUT U ,� I , IF 190 00(6 __----- / COMMENCING WORK NOTIFY ENGINEER OF DISCREPANCIES V j� D 1 �' C NTRACTOR TO y` • u� - F ( 0 7. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT l� Q $ FW 17, DWN5P0 1 , Vf RIFY 51Z._ Ac I I ,� ■ m 1... E L CATION A I �9 SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR THEY IN THE 6" DDCV I -190.00) 6 } C CH BASIN RICH DWG' I R1M�191,55 J I SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. rEd * f1 IE- .05(6"J -. - - I _._ i ALL LOCATIONS FOR WORK SHALL BF CHECKED AND COORDINATED WITHSIM _� -� EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CUNSTRUCTION, 6" O 3'9% I T\ '' EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION W To f - -� hti I �q1 \ ��., '� SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, J� U PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH Q ••� Cd - - ORM O 1.LV 8" STORM 1.0, 8" O OX -- - 1. ,mow ` • ATCH BIN `��-. JURISDICTION, BEFORE E3EGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY rn O i- 'R =193.0 \\ ,� u',Jr P _ �_ ENGINEER IF -THERE ARE ANY DISCREPANCIES. � W �� �� _ 192;- \ !0♦ I IE-190.00t�B"� 8. LOCATION, ELEVATION l.14D SIZES OF EXISTING UTILITIES ARE BASED ON i 1 -189.15 8" IE188.85(8-)\ IE�188.57 ��y; _��--� CONSTRUCTION DOCUMENTS FOR ADJACENT SITES. CONTRACTOR SHALL a . E ( ) ( ) • \ \ 1`'� CONFIRM EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES IE=187.89($ ) i 6 O 3.9X '�` PRIOR TO CONSTRUCTION. -- - FOUNDATION DRAIN M'/ D w �s�, BACKFLOW PREVENTIOONN CONNECT TO - \, a EXIST. 8" STORM ••''••�` E•187.QQ. 9 I / STUB TH 1 ACKFLOW .--� P�NTION OR L ND. APING. WATER SYSTEM NOTES: _ I I� 6 �� Y COW(NATE WITH LANDS APE CATCH BASIN o. RIM-183.20" ! i94 I: j/ �� (�} Q I OF THE WATER :SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO 1. AN ESTIMATED TR BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A PITY OF TIGARD WATER �\ I DEPARTMENT (COTWD) STAMP APPROVAL ON CONSTRUCTION PLANS. i EXISTING FH - � � �9U """i"- 1y /- •- 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COYWG STAMPED APPROVED PLANS N THECONSTRUCTIONST ATA TIMES. 0 _ SITE ALL • , I 1}�" DOMESTIC '' 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING I) 1NATER METER AND IR 18 i CONNEC i TO XIS ING CONSTRUCTION TO SET UP A PRECONSTRUCTION MEETING. TELEPHONE (503) 639 1554. Z 3 1)6" BAl".KFI.OW �` �y I i SAN. SEWER $TU 6" NORM I 50 d' PREVENTION _ 189 ' ! �� 1E=180.00(4" _ 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. Q r O 1tOX M,N I % �;�N �! �B� _ - �``- 5. ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. J CATCH BASIN -RIM-186.45 `�% , STI G FH I; ----- `� IEM183.458 ) 6. ALL OINTIDECT[LDE IRON,GS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON LASS 52. EXISTING WATERLINE PUBLIC �- 18� - IEw 183'?b{p,. ( 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND i3O NECT 'f0 EX19T. w / K �/� �""`� r �� RIGHTS- OF-WAY. �--• 1F=-119.804 VERIFY `T - - -. (:._ / ` PRipl? '0 CON',TRU ,TION »- I 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE ` •4• CONNECT T �•� VALVE OPERATING NUT EXTENSION. WILL HF REQl11RED. 8b - _ XIST. 8 185 TOI2M 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE IL 8M3.06 ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATION. ZD ,I TAP TO EXISTING I - {£R) - ~� >� WATERLINE ltsF. `'�- ��.� �� -� \ 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. i 8" 0 1X M1 TEE AS REQUIRED, 6` FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN M( ELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5- MVO, 3-PORT `�`-•. �'' (2-NUT21 N LEFT,HOSE,OCO�NNE TION0W1-4J�" NST PUMPER), ?}�2" PENTAGON OPERATION - -- -- �� 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 CUBIC YARDS OF CRUSHED 1}� -- " DRAIN ROCK. TAR PAPER WILL HE LAID ON TOP OF THE DRAIN ROCK TO SEPARAT THE ROCK FROM EARTH COVER. 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKL F 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE T NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH AT 1-EAST 18" OF SEPARATION BELOW THE WATER LINE. v�l� N Rp\✓D �\ 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS � � 11,732 4 '� OF 5 psi. STATIC PRESSURE - 100 psl. Ong am 14. ALL MAINS SHALL BE CLEANED ANDFLUSHEDWITH POTABLE WATER PRIOR TO DISINFECTION. BACTERIOLOGICAL TENS WILT. BE TAKEN BY TWD. I + `• 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO AC PAVING OF STREETS. �' W, \ WATER METERS WILL BE INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT EXP. DATE 11/31/96 ` `� _ _ ,� BY OTHERS (OWNER). OWNER TO PROVIDE PRESSURE REGULATORS FOR 1y1" AND 2- METERS. DATE. I UTILITY PLAN � � 16. EVERY METER SMALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY OWNER. 1 1/2" AND 2" SERVICES 8/23/96 REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THF METER. DRAWN BY: 1 \\ 17, UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR GLKl i REDWOOD OWNER WILL ADVISE COTWD OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR COTWD INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, CHECKED BY: LANE SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUI,l" tDRAWINGS, RI_F i UPDATING THE MASTED MAP, INTERSECTION MAPS, ETC. 11 REVISION ?, z EDITION (..LOSIN(. DATE: WATER SYSTEM COSTS LEGEND ENGIKEER'a QOST EaM4A1F EXISTING STORM LINE M� 181 LF 6" D1 at $2,j/LF $3620.00 EXISTING WATER LINE TOTAL: $3620.00 EXISTING SANITARY SEWER c _ ---T------ PROPOSED STORM LINE Contractor's Bid (Estimated) :2968.40 -"--•••-•--••--••--" PROPOSED FIRE WATER LINE: TWO (,12X Admin., Overhead, Engineering) 434.40 Engineering (6X) 217.20 -- --- - -- - -- PROPOSED DOMESTIC WATER LINE - J TOTAL: :3620.00 PROPOSED SANITARY SEWER 7/�� ^� MACXENIIE ENC4NEFR1N8 INC 'v IA�Q51 J 1995, All, R1041S RESERvEn � w FH PROPOSED FIRE HYDRANT Pi eline $3940.00 i w MA(xFN LIRA- NFNf.1NF.ERING 11N� 11ry) '~ W FDC PROPOSED FIRE DEPT. CONNECTION (1� - ? 1/2 Metpr of :4,940/oa. 4940.00 AW Al No, TI,ItF uun OR REPRR (1 - Sprinkler Coinection Fee at $1250/ea 12.50.00 rnlno IN ANY MANNEF kxCEaT x,M .HF hR1r Ni WR11 rl 1•f 14M1941IN IF Il LITn PROPOSED CATCH BASIN TOTAL: $10130.00 SHEET co PROPOSED CLEANOUT MAfLR_1Al_.LSI <: (� PROPOSED WATER METER 6" TJ DI Pipe, Class 52 . 117 LF. x f� PROPOSED REDUCED PRESSURE 8" MJ x 2_" IPT Tee ................................................... 1 EA. rr BACKFLOW PREVENTER 8" MJ X 6" FLG Tee .................................................. 2 EA. SD5 0 PROPOSED AREA DRAIN n In BACKFLOW PREVENTION OF 6 I l 9Vd Red`A'ood L n SIT 95-0042 JOR NO. F,of 11 295385 1IT SURVEY INFORMATION SHOWN AS A BACGROUND SCREEN �N THIS SHEET IS BASED ON A SURVEY PREPARED BY DAVID RESUBMITTED FOR SDR RE-VIEW 9/27/96 _ N EVANANS AND ASSOCIATES INC. DATED 7/26/95 IF THIS NOTICE APPEARS('LEARER THAN THE our 7 1998 1XII(AIMENT,THE I)OCUMENT IS OF NiARGINAL QUALITY. MICROFILMED �I�I �� �!�MAN��I��I�I I I�I�I�If I�III ( l�l�lll�l�l�lfl I�!�I�i�l�l�l ! I�i��jl�!)l�l I I�I�i;l�!�I(11,I�I�I�I)I�I�I�I I't���t�l�l�i�► I (�I�i�l�l�l�l�l 1 I�I�II!�I�I(! I�I�I�II1�1�1•I 1 ' IIIlnlllllnlul�uillnnlnnhlll!InIlnnlnnhillmnlun nnllul ntillnllnnhni nulmlUmhm III+IIIn it IlllitlllinllnnlIII,IInllnnhnlinnhnllnl!lunlnnhnl nnluii nnlnll InIInII Lmhlllnlullln Huhm nninnhndnn nnlnmm�ltnlnl r r -_ 0 r tLJ - �_---) >t�j O y t1- o) in '3 0 to 00 N ap .090' ALUMINUM SIGN PLATE - «- r BLUE BACKGROUND 1" HIGH V Go WHITE LETTERS AND BORDER, °; �;,;,I p I BAKED ENAMEL --DISABLED SIGNAGE PER Z X N -_ Nn ATUR5 SUMCi I N t T loam;D,"R STATE REQUIREMENT / -ASPHALT � m O ou9 en.ex°AND FINE / CONCRETE FLUSH V 28"x2 ROUND CAST IRON- (16) 36.0 HOLES EVENLYPAVINGCRUSHED 1D>hoo K z a on OR WELDED GRATE ROCK BASE ORLANDSCAPING cas alt°Is � � } d � SPACED A1' BASE COURSE HINGED TRAP-- ��L CONCRETE FRAME CASING a ` VAN ACCESSIBLE SIGN - l^1� I 4" STRIPES Lv o M •Q C;AUI K PIPE INTO HUB/ PAVING CLEAN OUT FRAME AND COVER (WHERE SHOWN ON PLANS) �-�+ � �)] AT 2'- OC TYP. W a ovi 1)o f- '01 _ _ /� _ - -.-_ -� LI o f �/ 30' TYF'. w r O N p b to .IL -- --- "I l i %� GALVANIZED STEEL POST --- - o W >, o rn Q, V) z z I � � 6" STEEL BOLLARD W/CONCRETE - 7' L p `t rr -' - _T + 45' ELBOW PLACED AROUND POST WHEN SIGN �j DISABLED SYM90L, W } 0 O)N a a �� 1/4 IL' STEEL ALL WELDED PAINTED PER NOTES - om - > CONSTRUCTION. ASPHALT !S PLACED 1N PARKING AREA. / M t` OREGON LAW ` 1. ALL DISABLED STRIPING N v EMULSION COATED INSIDE SEE VI.IAIL 15/SD6 SEE DETAIL 5/SD6 / AND SIGNAGE TO COMPLY ' AND OUT. 24" ROUND APPROVED SEWER LINE �� WITH ORDINANCE o _ 3" WIDE PAINT Z 3 � ORS 447.233. I ° jQ � STRIPE TYPICAL � 0 r' 45' WYE z N "� t' • N C - INVERT j z PAINT STRIPE � 2. DISABLED SIGN TO BE • („) O o c �j r MOUNTED TO SIDE FOR y Im 't o ELEVATION`' ► O J VAN ACCESS LOCATIONS 0 y (b o z 1 - -- ---- A - 1 i v a a a- I AND MAY BF CENTERED SLOPE AND I.E. VARIES NOTES i / \/ "NATION .J a �---- - (TYPICAL) - •f•. FOR STANDARD DISABLED i7 PLAN �4 10 �. 'l /i�G+` � �'� 9 0" SEE SIZE PLAN SEE PLANS 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. TYPICAL SPACES. ` 2) LYNCH TYPE CATCH BASIN OR EQUAL 1 r 1 CATCH BASIN 2 CLEANOUT HANDICAP' PARKING SIGN HANDICAP STALL 14 HANDICAP PAVEMENT SYMBOL C N.T.S. c-BASIN (J+� N.T.S. arANC.II N.T.S. HSICN N.1-.S. H., A( N.T.S. - -- '- - a w LYNCH STYLE (A TINAT-I I DETINS(f.ITi, DETINSET•1711 f N"I - D rQ NATIVE BACKFILL V / (SEE SPECIFICATIONS FOR J� C COMPACTION REQUIREMENTS) 1 1 O DIMENSION VARIES WITH NUMBER REOUIRE_D PROPOSED PAVEMENT AREA I' --- - ---�I SEE TYPICAL PAVING SECTION K i 1J4" GAI_V. STD. PIPE LANDSCAPE AREA PAVED AREA L� W !L ZO iLOPE TOP OF CURB »[ ] 1, I ` �•lS aC l •llV„l C..ytJc+C n yli Qu UV„C �-n+ W �/ Ino , p,•I , u �9�+rc i ) I I - - TI"' RADIUS EDGE -, , _,' _ J 1 � � TOP OF SIDEWALK TO BE FLUSH WITH PAVING 9%* 2" AS NOTED ON PLANS " VARIES - SEE SITE PLAN / - 1"-0" GRANULAR BACKFILL. <1 TAPER CURB AT SIDEWALK RAMP e" ®• TOOLFD JOINT v- 1 (SFE GEOTFCHNICAL REPORT CRETE WALK BROOM FINISH iv ; OR END OF CURB 1• RADIUS �2fG CROSS SLOPE- + � FOR COMPACTION REQUIREMENTS) " OR A p TOOLEO EDGE 1 MIN. �,,, 2x CRS TOOLED EDGE EACH SIDE !v .♦1 - - 1 SLOPE40 a. o -- 4 -B EXTRUDED CONCRETE CURB , �_ 6" SET IN EPDXY CEMENT W � 1- 1 HF 1]` o ,o . r< t i i I i 1 � I I i T OV° opV o0 FINISH GRADE- �- N 2" SAND OR 3/4"-0" CR. AGG. �) e l il';ti I �, w w oo000oo °o60Vol ^� , ,y a w a "op�oo�090 VO. OVeoo• 1"-0' GRANULAR BACKFILL ASPHALT PAVING \� ✓ V°a o o QO000 COMPACTFD FILL a•,�OVoo ( ,EE GEOTECHNICAL REPORT FOR / » CAST IN PLACE CURB & SIDEWALK. , N D ° V oo•o 1 f COMPACTION REQUIRE) ENTS) V, 4 CONCRETE N � - � w a o oa Q SOV CONTROL JOIN T 5' 0" O.C. v, " al N 00 0 oe AND EXPANSION NTS AT I 6 DIA. CONIC. FILL a n OVooa• oo' NOTE: 20'-0" O.C. UR A5 FINISH TO BE THE ----- - p. °:�00° SEE UTILITY PLAN FO? PIPE ' � \��ti• + CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP. SHOWN ON FLANS. SAME AS ADJACENT io popo°pooOVo° •oopVOoo q AN TYPE MAIN PIPE - CRUSHED ROCK BASE + SEE SIDE WALK LAYOUT (SITE PIANS) FOR JOINT PATTERN. SLAB ! op V o. pVOpo. 00 SIZE D E ( ) + CONTRACTOR HAS OP71ON TO POUR SIDEWALK AND CURB SEPERATE. -_ - ---�- 4 EXTRUDED CONCRETE CURB � MONOLrTHIC CURB AND SIDEWALK 8 SIDEWALK s RIBION BIKE RACK �o TRENCH (` N.T.S. EC•URH C3� N.T.S. _ SIDtwAU Sf.�6 N.T.S. �� N.T.S. - ------- RIBBON elks RACK ' N.T.S. IRIM ♦ TIETINSEIsI 1 DETINSE1.1111 DETINSET"1A 1�'1 TEE PLUGGED CROSS WYE PLUG OR CAP BEND 0 BEARING AREA OF THRUST BLOCKS IN SQUARE FEET 90*am 17T PI.UGaD J sm PLUG OR CAP am A ON ROAN wo 21 1 2' It HFNh 4 Al 1 2 - 4 isQ- 1 4__ 0 t 4 1.9 --- --- _-L --_ ,t _�0 4.3_3.0' 111 PLUGGED t _t�0 AZ CROSS 1 _- TEE 12.0 17.-Q .0_ _ _ p,�_ 14 1.7 14 11 16.3 23,Q-- 16 3.o top�_._4 --'`- 1 _ 15,0 T1 3_-._ �0 3.0 1e - -23'0 27.0�_- V 33.3 0:o Wei w4 �.8i - - 7" ,�' _ SEES 1 t? _ 1 .• NFIT USED 24 34.0 _ 4&0 6Q.0 48.0 26.2 13.6_- 6.8 SITE PLAN -o NOTES: 1/4 RADIUS " - TOO�ED ECCE 6" -1" RADIUS *- s-- 1. CONCRETE THRUST BI-OCI(ING TO BE POURED AGAINST UNDISTL►RBiD EARTH Al- , rRai: t=- 2- KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RAMP FLUSH WITH I--III=_ - PAVING SECTION WITH PAVEMENT 3. TFIF_ RFOINRFD THRUST BEARING AREAS FOR sPF(3AL CONNECTIONS ARE SIIORM fNpRpfn Ili-i I- PRo ON THE PLANS F.G. 1,5 INDICATES 15 SOUARf FEET BEARING AREA REQUIRED. �I I I-1 I I- p Kr 4, IF NOT SHOWN ON PUNS RF'QUIRFD BEARING AREAS AT FITTING SHALL BE AS MIOICATED BELOW. ��?• �e \e. _III-I I % -�Q�`- 4a�11,7 4o ` \ ' Ila ' CONCRETE SHALL BE 3000 5. BEARING AREAS AND SF'F(1Al BLOCKING DfTAp_S SNGIMI CN PIANS TAKE PPFCFDF1dGE OVER 'y�' � �• \, � -III PSI AT 28 DAYS. 6 SACK ' BEARING AREAS ANI BLOWNG Of-TAILS SHORN ON THIS STANDARD DETAIL T--- f { 6. ABOVE BEARING AREAS BASED ON TFST PRESSURE OF 1.50 P.S.I. AND AN WHEEL BLOCKS. \� -I I MIX, SLUMP: 1 1/2" TO 3" � ALLOWABLE SOIL 9E.ARING PRESSURE STRESS OF 2,000 POUNDS PER SQUARE SEF DETAIL -" ?. ' �� (� ° ' A "4r � FOOT. TO COMPUTE BEBARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE F%LOWiNG EOLIAT10N. ASPHALT 6 0 SII , ROCK BASE COURSE W. ` ` _ SEF PAVING SECTION W. BFAR;NG AREA - (TEST PRFSSURE/150) x (2000/SOIL BEARING STRESS) 1r (TABLE VALUE) 4 RI'HAR, 18" LONG . _ _ �! - EXP. DATE 12/31/96 =� I I I -ll-III =1 I- t2) PER WHEEL BLOCK. ��?• ,�O .� CAST IN PlJ10E 9•- � ITr-1 i I--� DATE- 8/23/96 ATE: CONCRETE CURB I•► TRUST BLOCK O�& CONCRETE WHEEL. STOP A_ CONCRETE VERTICAL CURB 15 ACCESS RAMP DRAWN BY: 12 N.T.Q. 3� n .., N.T. cvResIlr QI1Q N.T.`S. valRe ' ± N.T.S. � PAM" GLK Ix TINS1.t••i 1 �W6 DETINV7+.1T11 OF11NSI t--� CHECKED BY: R I_F REVISION j `' EDITION CLOSING n i n IT DATE: r •� 8 • NOM1NA1- DIMENSIONS MACXFNZIE ENrANCLRING INC. 199�i, All R101,11"PF LRVED IHESL TMAN1Nl:S ARE TNF PR(�{•[R Y OF MACKENJ�f FNt1MFt. _ INS (N E 1.1 AND ARF NOT Tb Of_ USED OR REP tl N PRI,F ANP tT+F�ROEXCEPT EPTd THEI C NCRETE_T�TURI SHEET n N N T S:__ 0 1. TEXTURING 1S TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERNS SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE }{I" DEEP AND K v.. D 6 2. PROVIDE COLORATION OF CONCRETE AT LOCATIONS INDICATED ON THE PLANS TO THE SATISFACTION OF THE CITY OF HILLSBORO. TREATED CONCRETE TO CONTRAS f VISUALLY WITH UNTREATFO CONCRETE. t� OF 6 v JOB NO. uCnit nnlNra I-I i 1 66g0 SW TT t SURVEY INFORMATIO14 SHOWN AS A BACGROUND SCREEN S1T9$0Oq ey,vond 29538 ; (NJ THIS SHE`_T IS BASED ON A SUR1TY T"rEPARFD BY DAVID a/ In 1 EV NAHS AND AS5OCIATC S, INC. DATED 7 26 95 RESUBMITTED FOR SDR RE�/IEW 9/2.7/�C t i IF THIS NOTIC'F.APPEARSCLFARFR THAN THF. ()I'T 7 19SR A IN)('UMFNT.THEI)X'UMENTISOFMARGINALQIIALITV. MICROFILMED I i(IIlI�I! !Illl�i�lllll I !I!I!I!�!I!I! ! llillll�llllill !I!Illiilllll ! ;Iliril�ijll! ! !II!!l��IIlI, I llillli�llillll'llljlji�illll � IIIIIII�tjlil� t Ijill�Ilillll Iillli��►11il yr tem MAOI Rl Fc1(NI, T' » "� A- iultuilni►Itm imlluthnlhlullnllnnhnthlll nnhla nnllnl Inlllnl nnlnn unlnmm�lnll nulnu nlllnllmuhm unlnntulllnnllnllnll;Inlwnlll,nlnu nnhlll nuhm nnhln nnlull Inllnn IIHIIm nuiHn nHlu11 IIHIunllln�uiJ11, r S, 4' 7 _ ! C7 (n W ! L) O CONSISUCTION -RQIU-AH --_SPEClE1CATIOhLS Q U � Ij�RODUCl1Q[1 CONSTRUCTION SrlJJ.QF Rockeries generally act as a gravity wall to resist lateral load. Important elements of a 1. The individual constructing the rockery should be an experienced and skillful craftsman in L0 rockery, are 1) its size, weight and shape, 2) friction developed between Individual rocks (internal rockery construction. h friction), 3) friction between the base layer of rocks and the underlying ground, 4� passive 2. The contractor should use sufficient space so that he can select among a number of rocks N reaistanc� to sliding developed by soil or pavement in front of the rockery, and 51 lateral load for each space in the rockery to be filled. Rocks which have spaces which do not match O acting on or resisted by the rockery. the spaces offered by the prev!ous course of rock should be rejected. Rock must be Internal friction is very difficult to quantify and is, in part, dependent on the rock strength angular, tabular, or semi--rectangular shaped; any rocks of basically rounded form shall not at the contact and, to a large degree, on the skill and judgement of the builder. Internal friction :)e used. can change over time, due to weathering of the rock and from rockery movement. Rockeries typically experience a "settling in" durir.g and for some time after construction. 3. The first course of rocks must be placed on firm, unyielding soil. There must be full Also, many rockeries are svb'ect to additional lateral load that causes additional movement due contact between the rock and soil which may require shaping of the ground surface or to wetting of the retained soli or other factors that reduce the strength of the soil. For poorly slamming or dropping the rocks into place so that the soil foundation conforms to the rock constructed or marginal rockeries, movement can result in loss of internal friction and a rockery face bearing on It. As an alternative, it is satisfactory to use lean concrete in which to seat failure. the first course of rocks or to use 3/4—inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should be a minimum of 1 foot HEIGH below the lowest adjacent grade. Unless specifically designed far given situations, the maximum rockery heights should be 4- The rocil face shall slope toward the bank being protected at not steeper than 1 as follows: (horizontoI to 4 (vertical), but not flatter than 1H to 3V. 1. No more than 7.5 feet when retaining compacted till with a 2 to 1 (horizontal to vertical) 5. The rocks should be placed so that there are no continuous joint planes in the vertical or lateral direction. Each rock must bear solidly on two or more rocks below it and so there is no sin of instability such as "rocking or "tipping of individual boulders. The rocks Slope Varies, slope above the rockery. 2. No more than 9 feet when retaining compacted fill with level ground above the rockery. should flit so not open spaces or voids larger than 6 inches exist. Rocks should be placed See Limitations in "Height" Section of Construction Notes. 3. No more than 10 feet when used as a facing for stable cuts in undisturbed native soil so that there is some bearing between flat rock faces, rather than on points. Horizvntal or with a 2 to 1 slope above the rockery. nearly horizontal joints should slope downward into the material protected (away from the 4. No more than 11 feet when used as v facing for stable cuts in undisturbed native soil rockery face). with level ground above the rockery. 6 Spalls should be used behind the rockery rocks to block spaces and, where necessary, to 5 No more than 17 feet when used as a temporary rockery for facing stable cuts in wedge between rocks and to lock then: together. This should also serve to prevent washing ry ocl through i backfill f obacmaterarou h the rockery Rockery Face Batter not undisturbed native soil with level ground above the rockery. g ry 6. Where surcharge loods act on the rockery, the maximum height must be reduced. 7. Backfill between the rockery and the adjacent soil face should be a minimum of 1 foot wide Steeper Than 4(`v) to 1(H) _ \\ 7. Where the required height is greater than the maximum height, a stepped rockery or other and consist of washed and screened crushed rock ranging from 3/4--inch minimum to 4—inch types of retaining structures should be evaluated. The minimum horizontal bench width, maximum gradation with the majority about 1 inches in particle size. The backfill zone o e 9 must be filled and thoroughly tamped as each course of boulders is placed. measured from the bock of the rockery, should be 0.9H for fill slopes and 0.6N for cut slopes, where H equals the rockery height. 8. If there is seepage or a potential for infiltration of surface water into the backfill zone, $ a special drainage measures or sediment filtration may be required. If these conditions occur, ROCK QUALITY a soils engineer should be contacted for further advise All rock shall be sound, unweathered, weathering resistant, angular ledge rock. The longest 9. Surface drainage above the rockery should be diverted or collected and carried in closed dimension of any individual rock should not exceed three timos its shortest dimension. Acceptability conduits to a point below the rockery. of rock to be determined by laboratory tests provided by the contractor from a representative o sample of the material every 100 feet of wall or as determined by engineer. Rockery construction is an art and depends largely on the skill of the builder. Although 4 a rockeries can offer signiffcont lateral restraint, they are partially indeterminate and they present a. Absorption unusual ris% relative to other retaining structures. Even when the, foundation and retained 0a0� `U�o (Corps of Engineers CRD—C-107) Not more than 3.0% material are ,-vtisfactory and the rockery materials and construction appear satisfactory, there is o some risk of movement and failure. `ba j b. Accelerated Expansion (15 days) (CRD-C-148) Not more than 15% breakdown _ C% ?b Backfill: 3/4" to c. Soundness \/ 4" Crushed Rock (MgSO4 at 5 cycles) Not greater than 5% loss ((CRD-C-1?7) c- 1 d. Unconfined Compressive Strength E oBc� ASTM D 2166-66 (reapproved 1979) Intact strength of 14,500 or greater a The most important dimension is the horizontal thickness of the rock measured w �� % `--Slope as Necessary perpendicular to the retained soil The minimum thickness varies with the height of the rockery o \ and lateral loads to be carried by the rockery. The rockery can be tapered in thickness providing % d that the thickness equals or exceeds the following: &� 4" Minimum Diameter Perforated PVC a. For Permanent Rockeries /\ WrapPipe Slope Minimum i Wra ed withith Non-Woven Geosyntheti�, Rorke Hei ht ��\ with A.O.S. !.S. Equivalent to /0 Sieve Size. Minimum Rockery g Thickness (including embedment) 44 inches 11 feet Crushed Rock or Dense Soil with 40 inches 9 feet First Course of Rock Seated into it 36 inches 7 feet 28 inches 6 feet 22 inches 4 feet b. For Temporary Rockeries TICAL ROCKERY-SECTION NOT TO SCALE Minimum Rockery Height Thickness kincluding embedmeJnt) 66 inches 17 feet 57 inches 15 feet 50 in,-he; 13 feet 44 inches 11 feet 40 inches 9 feet 36 inches 7 feet 28 inches 6 feet 22 inches 4 feet NOTE: The locations of all features shown are appoximote. t� cL QI O r� I ! r� O fI � Project No. ri REVISION NO. DESCRIPTION ____ --- __ --- -- --- --- --- - DLT.,. ..._ 00 00 00 .. /. 2381-011 0e,19l Date ROCKERY DESIGN t�4r 1 N Project No. - --- WJJ__ 07/30/96 �r+y131111f r GeoEngineers — — -_ Drown Dote PACIFIC CORPORATE CENTER - -- 00/00/00 ,N ! te- - ..L 7505 S.W. Bridgeport Road Tigard, Oregon r- — Checked Date Portland, OR 97224 CC) —� _ — — 00/00/00 ��r v ►�`' Telephone (503) 624-9274 for PACTRUST s"�e' AQproved Dote T---- _ - Fax (503) 620-5940 —_.—,- ----_-- ' of ✓ .-._.'- - ti I� -- ----- AS RESUBMITTED FOR GRADING & ROCKWALL PE 8-23-96 6640 SW Redwood Ln SIT 95-0042 s' 6 of 11 IF THIS NOTICE APPEARS('I.F.ARFR'THAN THE KT 7 199P i)O('UMENT,THF.DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED gliIIIIIIIIIIII I11I1Jill 11111Iii-l7!7(-i-jIII !I11ril111111 ! IIII III Jill jl I I1111I11111I111 1199illi 1�1�111�1�1�1 INCH IMAMMCHffA, 11 i illlllll III1IlIII IIIIIIillllllllllll!III1IIl11 LIIII1111 IIIIIIIiI IINIIHI 11!!Ilill llllINIIIIIIIIIIIIIIIl1Il11!INIIIIII IIlIIIIIIIIIIIIIIII lIIIIlIIIIIIIIIPIIIIIIIIIIIlill114tl1IIIIIIIIII IIIIIIIH II Illhlll nulnn nut+lsl+lldttll unhtn Inlln+�i linllln lulllm mlllll�lfr If L` a _ ___. .«_.,-•,.. .•rw.w =*!,•••,•••..r...,.,,.,..+..wwur, •.Lw� ... ..• Mlt.r..!t'aotwAe7n"' 7Im1�7t _•t�"yp,•.''n1�'CIL"96^E'i a"�'S r"y"a C4F�- ! "S.. .e4ifi;P`i uf_::ari:i iBi,..:54n, bh:. .!.! .:, :,r6 r71'ca!0.' rfi3�;M'!dINt6 rr .;i.7P` 3 f'.,,.'.> ,. .>::I" 3l .;•,.,r l�". .' ,,. :. , 1 GENERAL NOTESui " `� `---- ------_ 1. SEE SHEET SD3 FOR GENERAL NOTES. rj ---- - _ a- Cr ©M tlD GRADING _NOTESU � 00 ax ` 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES P >l + ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS Z O 1 IL -_ GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES z BETWEEN POINTS WHERE CIADES ARE GIVEN. ROUND OFF SURFACES, AVOID �-•�`� ABRUPT CHANCES IN LEVELS. ROUGH GRADE If ALLOW FOR DEPTH OF W C► a M Q X' CONCRETE SLABS, WALKS, AND THEIR BASE COU;iSES. GRADE FOR PAVEDLAJ -->-I- O L, DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE. DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS Z � m AND � OF SURFACING MATERIAL. :3 (A T =1 7 T =? -___ FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY V1 N - OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH Z ,; n LO - -- 98 QO 3z 1 T 205.OQ _ = HAVE SETTLED OR ERODED TO BRING TO FiNAL GRADES. LA_I 0 O) 0) - T T(W��05.50Q B/W=195.00 _199,OQ 198.00 ROUGH NG TOLERANCES: v C C .� _ 4 O - ��§.i�Q RUUGN GRADE AT PAVED OR LANDSCAPED AREAS: t0.1 FT. L i O O N =205.5Q FINISH GRADE PRIOR TO PLACING FiNAL SURFACING: 10.03 FT ] OCA 26.70' B/W=195.00 fJ v o /W 197.00 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO Z a 3 Q -+-- "`_- 0 ' 0 Y RANGE AND _ - / 198 �� T YlL 'H T SIZES AND LEVELS SHOWN OR REQUIRED ALLOW FOR FORM CLEARANCE � "--- --- .� LLJ 98 TOP GRATE 207 B - - - - - _. . .-.. - - r -- \ 1�L24 - HRcucr+li57.s71: Y +r N B/W=196 00 T® FOR PROPER COMPACTION OF REQUIRED BACKFILLING EXCAVATORS SHALL NOTIFY ALL EXCAVATOR(S) MUST COMPLY HUTILITY COMPANIES FOR UNE LOCATIONS U 0 2 C ��._- I ��_ 19 __-._^ _. _ ___ _, - t 72 HOURS (MINIMUM) PRIOR TO START OF WOFK, DAMAGE TO Q Ch t O - - 9` J T }- �� UTILITIES SHALL. BE CORRECTED AT THE CONTRACTOR'S EXPENSE. U O 0 d - ROCKRETAINING' ,- " r; - �' 3. EFFECTIVE EROSION CONTROL iS REQUIRED. EROSION CONTROL DEVICES !"C���►.C7� _a WALL. SEE GE1 '. „ = ley, AN i PA E OF 9 •_, - - _ ._ i >c1 4 MUST Y (MAYA AT INSTALLED AND ORDER CORRECTIVE ACTION RED SpOPENG -. T B E I iNGi..v WORD: TO ACCOMPLISH EFFECTIVE EROSION CONTROL B/W., 0. 4, EFFECIIVE CONTROLLEDRCONTROLAINAGE WIT4IN THEIREQUIRED. DRAINAGE WORKSITESHALL BE 0 ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING •�- • - `• `1- Z _ SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER FFF ` \.` i ` CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. o j 6 196.00 � � �� . �� �, _. - � ,.•.- _ -�.`," CONTROL NOTES , � ,� •� EROSION CO .d O - 4 - r 1, ALL TRUCKS TRANSPORTING SATURATED SOILS F-ROM THE SITE I ` ISHALL BE WELL SEALED SO THAT WATER SEEPING FROM THE SOIL CANNOT DRAIN FROM THE VEHICLE. IF TRUCK IS NO SEALED, THE LOADED TRUCK IS REQUIRED TO REMAIN IN PLACE UNTIL THE WATER DRIPPING FROM THE L••• Q SA fURATED SOIL HAS BEEN REDUCED 70 LESS THAN ONE GALLON PER HOUR W BEFORE LEAVING THE SITE. r } ` -� O • \_ 2. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICESd-.- MUST �.. �HE C(BTY INSTALLED Al DANYAND TIME,NTMNED MEETING THE ORDER CORRECTIVE ACTION ON ANDREQUIREMENTS. STOPPACE OR Mw %� / \ WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL a: 0 11 q ' \�� 3. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE O CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT 0- 0 ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE PECEIVING SYSTEM ARE NO OL. ACTION AND STOPPAGE OR ADVERSELY IMPACTED.RK TO ACCOMPLISH EFFECTIVE EROSION CONTRTHE CITY MAY, AT ANY TIME, ORDER CORRECTIVE tr __L__,.�� __ {^ !r •-I 4. PERMANENT EROSION CONTROL AT ALL. SLOPES 3:1 OR GREATER T'0 BE BY APPROVED LANDSCAPE GROUND COVER LANDSCAPE DESIGN TO BE ALL OTHER ' SUBMITTED ORFUTUREWTO BE HYDROSEEDEDTH BUILDING SITE. T ,WITHFIELD GRASS MIX. ARL:AS SCHEDULED - ' GRAVEL CONSTRUCTION ENTRANCES - - _ PURPOSE: i �' TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC., iRANSPORTED ONTO ROADS 1 BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABIIJZED Z - * PAD OF GRAVEL AT ENTRANCES/t:XiTS TO CONSTRUCTION SITES 19 1 ^� GDLTIONS WI�FR[ PRACTICE APPLIES, .� \ AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND 0 CL �.-- 1 ,,` •._` .�„^ ` �`�• "•;', MOVING DIRECTLY ONTO PUBLIC ROACS, OTHER PAVED AREAS, OR OTHER { _ __ �• y APPROVED ACCESS POINTS. 4N 17 ry 1^'�• �.� _� �� `\ DEUGN C.RITERIA/TLQ1EICA110N5, i' ~� 111 ���,.�".••.'�._ L''.. » r«� ��_. .� . � SEE DETAIL 3. SHEET SD2. -� _ d--- " _` r� �' MATERIAL SHOULD BE 2' TO 4" QUARRY SPALLS. AT AST 8' THICK AND 50' IN LENGTH. D H '"Hk GRAVEL PAD SHALL BE LL - . y.. � LE WI T � �-+- SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS & EGRESS AREA i �" `' �-• � I _ ; _ I - � - J. �'� � lADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN Q PROPER FUNCTION OF THE PAD +'II r---"""" --- t , •, - - `� _ 77- -.._ _ 8 ` 1 IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIP.T AND MUD FROMr � Q �• l -,• � '_ ' �` VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING iS EVIDENT OFF SITE, V ADDITIONAL MEASURES MUS' "c: TAKEN. SUCH MEASURES MAY INCLUDE -�---- , -. ..,,,• "'"�"'• "`---•• -.. 8 ^•_`� HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION - ROCK RETAINING 184 �\ TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD WALL. SEE GE1 i �. �. �; BE DONE ON THE GRAVEL_ PAD, AND WASH WATER SHOULD DRAIN THROUGH A B/W=179.00 - - - - i� SILT-TRAPPING STRUCTURE PRiOR TO LEAVING THE CONSTRUCTION Si1T:. _ •\9. CONTRACTOR t5 RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC �T W_ { \S10 STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. �1=1 _0 S `h USE SUBGRADi REiNFORCEMENT GEOTEXTiLE UNDER GRAVEL PADS FOR ALL BUT CCS B -1 S CONSTRUCTION OF A SiNGLE FAMiLY/DUPLEX RESIDENCE ON EXS1. LOTS OF RECORD. 15,5Q4 TEMPORARY SEDIMENT BARRIERS ji e0pnSF_- TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SiTE BY ^\ / PROVIDING, A TEMPORARY PHYSICAL BARRIER TO SEDIMENT & REDUCING RUNOFF (ItsVELOCITIES. ~� ``' �\�!/ C4cltllIiF�IS PRAS 1GErPE13E5: ` �R� KORO I � DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET EXPIRES: 6 3971 ! RUNOFF. ^�� GRADING AND EROSION CONTROL. PLAN � DATE. \ - AT THE TOE OF SOIL STOCK PILES. CITY Of TIQAl1O �-._- App 1`=20.0' I AT iNTERVAI S AS INDICATED ON SHi_ET SD2 ALONG THE CONTOURS OF Cor1MbnlilI ............. ..........:k" 1+ � URGE DISTURBED AREAS. For OtMI+the work N DRAWN BY: k� \ PERMIT NO e- �73 a •,_„�,_, CNH,KAW,DL.F q \\ AT GRADE BREAKS EXCEEDING 20X Sce Letter to:Fobw..... FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. JobAOt>k ••••••�yJ •p •••••»• ••••••��: CHECKED BY: - r MAP ~� SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS 7 � i q 13y, 1�1 v,r F1'1.`II I,i.lti QE514ri.S;R1IEE31@LS('ECIFlI:ATiQN b1 EDITION CLOSING SEE DETAIL 2 SHEET SOT \ 0ATF: SELECTION OF FiLTER FABRIC TENSILE AND BURSTING STRENGTH -� STORM DRAIN INLET PROTECTION CHARACTERISTICS DEPENDS ON THE SUPPORT F1 E S FABRIC ATONE ON TOS CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE ATTACHED TO A FENCE OF 8 BY 8 ?NCH REINFORCING WIRE. SELECTION iS THIS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER RPO E FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO PROVIDE A MiNiMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION PERMANENT STABILIZATION OF DISTURBED AREAS. LIFE AT A TEMPERATURE RANGE OF OT TO 120T. -- 2x2 WOOD POST AT 4' O/C n ALI_ MATERMS TO BE IN 0000 PHYSICAL CONDITION TO PROVIDE PROPER FILTER FABRIC OVER C•B. STANDA-10 OR BETTER OR I CQNJ)MW.5MIME PRACTICE APP11f_S:. SEDIMENi RETENTION. EQUAL. ALTERNATIVE: WHERE STORM DRAIN INLETS ARF. OPERATIONAL BEFORE PERMANENT STABILIZATION AT NO TIME SHALL MORE THAN HONE-FOOT DEPTH OF SEDIMENT BE -GRAVEL FILTER STEEL ATI POSTS, PLACE \a� �j OF THE DISTURBED DRAINAGE AREA. ALLOWED TO OR REGRADED BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD PASTS AT 6 0/C MAXIMUM. / QO � ADJACENT 10 AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN BE REMOVED OR REGRADED IMTO SLOPES, AND THE SEDIMENT FENCES i REPAIRED AND REESTABLISHED AS NEEDED. EXISTING PAVED AREAS WITH CATCH BASiN DRAINAGE. big 18" MIN, 1 FILTER FABRIC FENCE I P PGG S�•� BiOFILTER BAGS MAY BE USED AS AN ALTERNATE TO FiLTER FABRIC M.%wrNtlt IN(MUR•Nt,,N1: P O /H ITF.Sl9h cR11LRtA/SF'EGIII�AIISIHS._ 4 - _ _ 36 WIDE ROLLS N' �`�� O�\ ` FENCES WHEN USED IN ACCORDANCE WITH BRUAUNIFIED SEWERAGE AGENCY wt. l�•Rca L nEXRvt� L SEE DETAIL 1 SHEET SD2 FOR STORM DRAIN INLET PROTECTION. (USA) TECHNICAL GUIDANCE HANDBOOK. FEBRUARY, 1994. (DETAIL 3-3A). I=. _-li OQ P f10 .•'AIrINf-,i ARE ME T r•4 `` Y BERMS MAY BE REQUIRED TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS T N L*+�+r+fE n+. lu ♦ LOCATION OF SEDIMENTA ION BARRIERS iS ,aUBJECT TU CHANGE BASED LNI u+t wut To ue aN pEvTm AND PR%VENi BYPASSING OF- THE INLETS. fowl •w MA Kavt F W \ SHALL ENSURE SEDIMENTATION BARRIERS ARE IN PLACE DURING PERIOD S THE CONSTRUCTION SEQUENCING OF GRADING ACTIVITIES, CONTRACTOR ++ 'f� ' '+r"E' a - AT NO TiME SHALL MORE THAN A ONE FOOT DEPTH Of SEDIMENT BE ALLOWED TO SHEET a I 1 = ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST OF FORECASTED RAIN. - II- {,.' BE REMOVED AND INLET PROTECTIONMEASURES RESTORED AS NEEDED TO MAINTAIN THEIR SEDIMENT TRAPPING AND FILrTR1NG CAPABILITY. 1 1 - _; _ 6 1� T NATIVE B NCKFIL_L _ -- _ 2" TO 4" I S i QUARRY SPALLS LEGEND SD2 BURY BOTTOM OF-� 4" PROVIDE FULL WIDTH - fA CATCH BASIN FILTER MATERIAL MiN. GEOTEXTILESUBGRADE RREQUUIRED. Or INGRESS/EGRESS AREA EXISTING CONTOUR - 174 dS)I� N 4x6 TRENCH. D le 1 CONTRACTOR SHALL REGULARLY INSPECT FABRIC 9ARRIER AND CLEAN OR REPLACE 1B" MIN. DEPTH PROPOSED FINISHED GRADE CONTOUR -` AS NECESSARY TO MAINTAIN EFFECTIVENESS. A� � CONSTRUE"t"IC)N E ' CATCH BASIN 2_ FILTER FABRIC FENCE PROPOSED FINISHED GRADE SPOT ELEVATION LOTa N0. F-MYT �N1.T,S. $(�,'� N.T.S. PROPOSED WALL. HEIGHTS 5' � N.T.S. �2 � IS n • ♦ ING WALL PERMIT 11 �'6/ 5 0 SW RedwooA AS UBMITTED FOR SITE ORAD _ ..,._. 6134 SIT 95 ppb2 __._..._..-_,....- _._.. _._.._......._... _....._._.__,_.-.___._...__.�...,-----,___.-__•..'�--__-----__.---_„_.._..._...__._...�__.,.---- _ pit IF THIS NOTICE APPF,ARS CLEARER THAN THE OU'r 7 1998 DOCUMENT,THE iH)C11MENT IS OF MARGINAL QUALITY. MICROFILMED li li�if�I 11001 �i; rl��Tt!�il��� ��r�t����;i��Ni 1111111 Jill I►IIIIIII�IIIiiIi IInIII;IInIIhmilnllulllnulnn nnIIIIITInInn nnluu nllhnl nnlnnlun!Il�il lll!llnl i141IIIlAIIIIIIII!illililll IIIIIIIIIIIIIIlIIIIiLL"�tlllfll!I�III7 nnlnu nnilu12nhil:IIIIlnn illll!ftl rnllnn!nllnllhllllnn nnlnnlnnLnl�l!L ' r _:weu.,iens,. -..,. •.......u....x::.1WNe.I^ua.,..�.svr .. -. �ilyy,w.�`,:.y3 _.. .__,:. .rc,._:... .- .1WYIYi. ... ,.,:..nrd,...:rr....v.r..,......•...•...•,�r.,.:ar_..nom{;. MM, �."-""i"•'4� - . r•„_ - -..:._. ,, _ -r- ".R'MI""w'---�awn+i+ ,a - . . . - - - _ _ _ s - --- - GENERAL NOTES ''------- __ I 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 0 UNIFIED SEWERAGE AGENCY, AND THE CURRENT EDITION CL C _ OF THE UN;FORM PLUMBING CODE AND UNIFORM BUILDING CODE. M 00 2. SEE WATER SYSTEM NOTES FOR WATERLINE CONSTRUCTION. U ° to N -__ t (DI TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. O �` COPPER SERVICE: -- a 0 TUBING: ASTM B-88 TYPE K, SOFT ANNEALED TEMPER. 1 hoh �r ,OL FITTINGS: WROUGHT COPPER, SOLDERED JOINTS ANSi 8-16.22 Ci ''�-- TRACER: NO. 18 BLUE INSULATED WIRE BURIED WITH ALL NON-METALLIC PIPE. Z a u TEST: TEST AND/OR STERILIZE AS REQUIRED BY TIGARD WATER DEPARTMENT AND U.P.C. LY o pP X I �"--� ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE TIGARD WATER DEPARTMENT. W Q I FIRE DEPARTMENT CONNECTION (FDC) LOCATION AND SIZE 10 BE COORDINATED WITH ? sr o SPRINKLER CONTRACTOR. PLACEMENT MUST BE WITHIN 70' OF FIRE HYDRANT. REDUCED PRESSURE BACKFLOW PREVENTER: FEBCO MODEL 825Y(OR EQUAL) IN ABOVE l!► O U i GROUND UTILITY VAULT 3642-PVT(OR EQUAL). PROVIDE 12" CLEARANCE FROM BACKFLOW i �` r u DEVICE TO BOTTOM OF VAULT. PROVIDE 2 TO DAYLIGHT FROM VAULT. L4J OL Ch -EXISTING SLOTTED 3. SANITARY SEWER MATERIALS. W o p O N REMOVE INLET / UD DRYWELL INTERIOR AND WiTHIN 5' OF BUILDING: CAST IRON PIPE iV v p O1HER AREAS: PVC CONFORMING TO ASTM D-3034. i 3 O o ---- `- - -" �..� . ,_ •r y- _ - ..r--1-- .-__._;_T _ ` , Y .., } -• T�` CLEANOUTS EXTERIOR PAVED AREAS): JOSAM 58860 HEAVY-DUTY CAST IRON ACCESS (,, .... _� ) ~a- _________ ITCH X WITH SERED RAT . COVER, ANCHORING FLANGES AND (;AST IRON CLEANOUT Y V9 = - _ •, i ' lE-198.5 8 BO WI SECU ED SCO l ED OVF ' D CHOKING E P o _ ` -- 0 1 ) T SER AN FD BRONZE PLUG. PROVIDE A MINIMUM v C 18" WITH 6" CONCRETE PAD AT GRADE. •= rn t 0 � a 1 - • e� .� "�9F r � ` ' -�-.• - 18" 593 O 73% -•� IE- 0(18") PER ATED FOUN ATION ____,- _._ `'' MH ; ;' 18" STM O 5.3% 4. STORM SEWER MATERIALS: " ( DRA POLYVINYL CHLORIDE PIPE ( 'VC): ASTM D-3034 CLASS 3 TRACER: N0. 18 GREEN INSULATED WiRE BURIED WITH ALL NONMETALLIC PIPE. 419, r h ___� _ s s I �' . r CLEANOUTS (EXTERIOR PAVED AREAS JOSAM #58860 HEAVY-DUTY CAST IRON ACCT SS `t� i BOX WITH SECURED SCORIATED COVER, ANCHORING FLANGES, AND CAST IRUN CLEANOUT r� WITH SERRATED CUT-OFF SECTIONS AND THREADED BRONZE PLUG. PROVIDE A MINIMUM vJ - -- -- -- -- - 'r - - _ IE-192.50(18") ! 18" X 6" CONCRETE PAD AT GRADE. 0 r!� s s 01, sI I w. '^ V J C I FOUNDATION DRAIN j �' �� 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE vJ j i - -1]-�� C� s �� ,-\ BACKFLOW PREVENTION ,� CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. U �- �J 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO -� �, • '� /' COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. �- 6" DS _ � �., 18" STM • 13.371 J / 1E=190.00 „ ` r 0 `! l 7. 'THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT 1 ' , ( 6" DS --- I' ;' SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE U W 1E=190.00 / 1 SPACE PROVIDED. THEY UO NOT SHOW EVERY DIMENSION, COMPONENT N ! PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. 1 ~ -AREA OF UTILITY ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH �■ � J Cd WORK THiS PERMIT EXISTING CONDITIONS IN THE FiELD BEFORE BEGINNING CONSTRUCTION. ` 1 R M 193.4 V - 1 EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION Q wr r I iE IN=189.90 18 - 6" STM v %'� ! IE OUT=189.92(18") SHALL BE VERIFIED A TO CONDITION SIZE AND LOCATION BY I1NCOVERING, t j ssls, i srasAq �___1 `•.`` PROVIDING SUCHISPERMITTED BY LOCAL PUBLICAUTHORITIESW11H � t \, JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY S 11` ENGINEER IF THERE ARE ANY DISCREPANCIES. CJ J `� ' ,� i / - / �, j / 8. EXISTING TOPOGRAPHIC INFORMATION 1S FROM DAViD EVANS & ASSOCIATES O "' 6" STM U' 6 STM `I f TOPOGRAPHIC SURVEY DATED JUNE 6, 1995. 0' O �s 6" DDCV IE=190.20 r1-0, -�\ � WATER SYSTEM NOTES: 1. AN ESTIMATED 12': OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A CITY Of '(GARO 'NATER DEPARTMENT (C)TWD) STAMP APPROVAL ON CONSTRUCTION PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF COTWD STAMPED APPROVED PLANS I3ACKf, OW 1 ON THE CONSTRUCTION SITE AT ALL T_MES. 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRECONSTRLICTiON MEETING. TELEPHONE (503) 639- 1554. ' . 4. ALL WORK SHALL BE IN AC-ORDANCE WiTH AWWA STANDARDS. I f y - ._- r 6. ALL PIPE AND FITTINGS WILL BE DU LE IRON, CEMENT-LINED. PIPE WILL BE TY ON 5 WILL BEINSPECTED DAPPROVEDCOTWD. ..J i ` �V{ - / 1 T (' T , `� JOPIT DUCTILE IRON, CLASS 52. 3 I 7. 36" OF 31A" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND ' ■ I �T' _ j� • ' RIGHTS--OF-WAY, �... » L ( ■- = >err 8. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE �� I VALVE OPERATING NUT EXTENSIONS WiLL. BE REQUIRED. '-� _ __._ _�, __.. _.__._-_ _ r�� _ i ''"• `, � 1\ -� 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SO. FT. OF BEARING SURFACE J _ __--- •- _.-' - .__._., ,___ .._ _ __ �- 1 ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATION. _ -- ��^ __ __� ��_ _ - __ C ' -�.. '�, � -'•�� 10. FIRE HYDRANT Ac:.;EMBLY CONSISTS OF AN $" MJ x 6" FLG. TEE OR 6" MJ x 6 FLG. TEE AS REQUIRED, 6" FL.G. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FiRE HYDRANT, A-442, 6" MJ, 5- MVO, 3-PORT (2-2}2" NST HOSE CONNECTION, 1-436- NST PUMPER), 1}i" PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW. u r � 11. 'ACH FiRE HYDRANT SHALL BE INSTALLED UPON A PRE--FORMED CONCRETE BLOCK WITH 1 CUBIC YARDS OF CRUSHED 1 DRAiN ROCK. TAR PAPER WILL BE LAiD ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. AREA OF UTILITY _ -�8 ` �. 12. ALL SANITARY SEWER LiNES WiTHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A �-' WORK THIS PERMIT - IE WATER MAIN SHALL BE ENCASED iN A REINFORCED CONCRETE JACKET 6" THICK FOR (� =184.50 I \ A DISTANCE OF 10 FEET ON BOTH SiDES OF THE CROSSING. WHERE CROSSINGS ARE ���,`�';o \ NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90• WiTH AT LEAST 18" OF O►Nt , - --- - -- -- -- \ SEPARATION BELOW THE WATER LINE. , 13. ALL MAINS SHALL BE TESTED AT 150 nvl FOR ONE (1) HOUR WITH A MAXIMUM LOSS i l OF 5 psi. STATIC PRESSURE s 100 r,si. �! "' �• \ 14. ALL MAINS SHALL BE CLEANED ;i�D FLUSH'=D WITH POTABLE WATER PRIOR TO qtr � DISINFECTION. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. T2s, 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STRFETS. 'fgRc_0 1 WATER METERS 'KILL BE INSTALLED BY COTWD UPON INDIVIDUAL REQUEST AND PAYMENT EXPIRES: 8 30 97 BY OTHERS (OWNER). OWNER TO PROVIDE PRESSURE REGULATORS FOR 1�' AND 2_" METERS. -- � _UTILITY PLAN _ DATE: ~ :-_' 16. EVERY METER SMALL HAVE THE PROPER OREGON NATE APPROVED BACKFLOW 1""20' .'.. PREVENTION DEVICE INSTALLED AND TESTED BY OWNER. 1 1/2" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. DRAWN BY: 17. UPON COMPLETiON OF 114STALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR CNN,KAW,DLF f // OWNER WiLL ADVISE COTWD OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR COTWD INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, CHECKED BY: C /L- SAMPLINGS, ETC., AND 2-X FOR ENGINEERING REVIEW, INCLUDING *AS•-BUILT" DRAWINGS, MAP UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. REVISION r` EDITION i.A CLOSINt. T $ ' DATE: WATER SYSTEM COST LEGEND ' F.l!1GJNEER�S COSLUJIMATE �� EXISTING STORM LiNE 117 LF tr" Di at S20/LF $2340.00 EXISTING WATER LINE - TOTAL: =2340.00 EXISTING SANITARY SEWER is■ sssr____ sAss� PROPOSED STORM UNE EdSi�Ek3�S_..E�]II_F STIML�IE - Contractor's Bid (Estimated) =1918.80 --- -•• PROPOSED WATER UNE TWO (12% Admin., Overhead, Engineering) 280.80 �- - -- �- PROPOSED SANIT/.RY SEWER Engineering (6X) 140.40 1 w �I PROPOSED FIRE HYDRANT T4TAl �OSTS TOTAL: $2340.00 V FDC PROPOSED FiRE DEPT. CONNECTION PI eline $3940.00 r,'�r•.. FR R ' ® PROPOSED CATCH BASIN (i� - 1 1/2" Meter at 54,940/ea, 4940.00 (1 - Sprinkler Connection Fee at =1?.50/ea 1250.00 R*P "+H"' ,h«5 OCO PROPOSED CL-EANGHT TOTAL: =10130.00 ; 10 PROPOSED WATER METER MAILRIAL-USI SHEET ® PROPOSED REDUCED PRESSURE 6" TJ D1 Pipe, Class 52 . ............................................. 117 LF, BACKFLOW PREVENTER 8" MJ x 2" IPT Tea .......................................... 1 EA. - ® PROPOSED AREA DRAIN B" MJ X 6" FLG Tee 2 EA. D C7 BACKFLOW PREVENTION a Y OF JOB NO. r SITSIT 0 Redwood I-n GRADING/WALL PERMIT 11/06/95 950042 ...".._..<..+_,.-.._,.. � �._..�.�.. .,....� AS SUBMITTED FOR SITE IF THIS NOTICE APPEARS CLEARER THAN THF. OUT- 7 199P WCUMENT,THE DOCIIMF,NT IF OF MARGINAL QUALITY. MICROFILMED MED i1Illl ItM IIII iiilil11illli , il!l!�!�Il!I! ► !1!1!li�!i!1{i !lillitjl�ili i !�ri�!�11�1! ! Il!ll01111ll ! !i!III!111!i! ► !ilJil!111!;! ! INCH MAD[111 CMIIM Illhtil Iltthin Ilulunlln►hul!Inill!ti nillnn nnhlu nmlul niihm nnhrn nnhnl- I�Ii+I I nrfltttt ntthm�innlnll tullnninlllnn ttlll+III tntkm Illfhn nlnu tnthtu rnfint;nnitt=t imhttt nnlun Illfllfn nnhnl uiflml►Illfllni fl r 9 F i' k' CD l I U) Lli C) U 0 Q ON�TRt►GTtS11l.NOT S AMU__SPECIFICAIl N.5 U / ,I'TROQUCT"ION CONSTRUCTION GUIQE: UD Rockeries generally act as a gravity wall to resist lateral load. Important elements of' 1. The individual constructing the rockery should be an experienced and skillful craftsman in r,T rockery are 1) its size, weight and shape, 2) friction developed between individual rocks (internal rockery constructiol,. friction), 3) friction between the base layer of rocks and the underlying ground, 4 passive N 2. The contractor should use sufficient space so that he con select among a number of pocks CD resistance to sliding developed by soil o• pavement in front of the rockery, and 5, lateral load for each space in the rockery to be filled. Rocks which have spares which do not match acting on or resisted by the rockery. the spaces offered by the previous course of rock should be rejected. Rock must be Internal friction is very difficult to quantify and is, in part, dependent on the rock strength cingular, tabular, or semi-rectangular shaped; any rocks of basically rounded form shall not Q at the contact and, to a large degree, on the skill and judgement of the builder. Internal friction be used. con change over time, due to weathering of ;he rock and from rockery movement. Rockeries typically experience a "settling 'n during and for some time after construction 3. The first course of rocks must be placed on firm, unyielding soil. There must be full Also, many rockeries ore subiect to additional Icterol load that causes additional movement due contact between the rock and soil which may require shaping of the ground surface or to wetting of the retained sort or other factors that reduce the strength of the soil. For poorly slamming or dropping the rocks into place so that the soil foundation conforms to the rock constructed or marginal rockeries, movement con result in loss of internal friction and o rockery face bearing on it. As on alternative, it is satisfactory to use lean concrete in which to seat failure. the first course of rocks or to use 3/4-inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should be a minimum of 1 foot HEIGH below the lowest adjacent grade. Unless specifically designed for given situations, the maximum rockery heights should be 4. The roc ke face shall slope toward the bank being protected at not steeper than 1 as follows: (horizonto,7 to 4 (vertical), but not flatter than 1H to 3V. 1. No more than 7.5 feet when retaining compacted fill with a 2 to 1 (horizontal to vertical) 5. The rocks should be placed so that there are no continuous joint planes in the vertical or slope above the rockery. lateral direction. Each rock must bear solidly on two or more rocks below it and so there Slope Varies, -- is no sin of instability such as "rocking' or "tipping" of individual boulders. The rocks � "Height" 2. No more than 9 feet when retainingcompacted fill with level round above the rockery. See Limitations in Height P 9 ►Y• should fit so not open spaces or voids larger than 6 inches exist. Rocks should be placed Section of C��n.structiori Notes. 3 No more than 10 feet when used as o facing for stable cuts in undisturbed native soil so that there is some bearing between flat rock faces, rather than on points. Horizontal or with a 2 to 1 slope above the rockery. nearly horizontal joints should slope downward into the material protected (away from the 4. No more than 11 feet when used as o facing for stable cuts in undisturbed native soil rockery face). with level ground above the rockery. 6. Spolls should be used behind the rockery rocks to block spaces and, where necessary, to 5. No more thon 17 feet when useJ as a temporary rockery for facing stable cuts in wedge between rocks and to lock them together. This should also serve to prevent washing undisturbed native soil with lev,�i ground above the rockery. of backfill material through the rockery. Rockery Face Batter not 6. Where surcharge loads act on the rockery, the maximum height must be reduced. 7. Backfill between the rockery and the adjacent soil face should be a minimum of 1 foot wide Steeper Than 4(V) to 1(H) 7. Where the required height is greater than the maximum height, o stepped rockery or other and consist of washed and screened crushed rock ranging from 3/4-inch minimum to 4•-inch types of retaining structures should be evaluated. The minimum horizontal bench width, maximum gradation with the majority about 1 inches in particle size. The backfill zone ao 0 measured from the bock of the rockery, should be 0.9H for fill slopes and 0.6H for cut must be filled and thoroughly tamped as each course of boulders is placed. \� slopes, where H equals the rockery height. 8. If there is seepage or a potential for infiltration of surface water into the backfill zone, $ a o 0A0 'S special drainage measures or sediment filtration may be required. If these conditions occur, HOCK QUAIIn a soils engineer should be contacted for further advise. p �� All rock shall be sound, unweathered, weathering resistant, angular ledge rock. The longest 9. Surface drainage, above the rockery should be diverted or collected and carried in closed 1 dimension of any individual rock should not exceed three times its shortest dimension. Acceptability conduits to a point below the rockery. 1_ o `t of rock to be determined by laboratory tests provided by the contractor from a representative gbk;a CI sample of the material every 100 feet of wall or as determined by engineer. Rockery construction is an art and depends largely on the skill of the builder. Although 0 0 rockeries can offer significant lateral restraint, they ore partially indeterminate and they presert 4 0d o a. Absorption unusual risk relative to other retaining structures. Even when the foundation and retained 100"00 L (Corps of Engineers CRD-C-107) Not more than 3.0% material are satisfactory and the rockery materials and construction appear satisfactory, the,a is L o 76 b. Accelerated Expansion (15 days} some risk of movement and failure. $oo a (CRD-C-148) Not more than 15% breakdown Backfill: 3/4" to , = o 000 » Crushed Rock c. Soundness 4 (MgSO4 at 5 cycles) Not greater than 5% loss i (CRD-C-137) 0 ' \\� d. Unconfined Compressive Strength E L? ASTM D 2166-66 (reapproved 1979) Intact strength of 14,500 or greater v 0 \--Slope as Necessary o The most importont dimension is the horizontal thickness of the rock measured o perpendicular to the retained soil. The minimum thickness varies with the height of the rockery and lateral loads to be carried by the rockery. The rockery con be tapered in thi:knees providing j o that the thickness equals or exceeds the following: $0 4" Minimum Diameter Perforated 8 a o PVC Pipe 2% Slope Minimum a. For Permanent Rockeries /\ Wrapped with Non-Woven Geosynthetic Minimum Rockery Heighf \�i\ /� with A.O.S. Equivalent to #70 Sieve Size. Thickness (including embedment) -_1 44 inches 11 feet 40 inches 9 feet Crushed Rock or Dense Soil with 36 inches 7 feet First Course of Rock Seated into it 28 inches 6 feet 22 inches 4 feet b. For Temporary Rockeries TYPICAL ROCKERY SECTION NOT TO SCALE Minimum Rockery Height Thickness_ (including.cffbfd=1J. 66 inches 17 feet 57 inches 15 feet ` . 50 inches 13 feet I 44 inches 11 feet 40 inchas 9 feet 36 incnes 7 feet 28 inches 6 feet 22 inches 4 feet NOTE- The locations of all features shown are appoximate. i i U-) Qi i U I r - 0 ._J 0 REVISION N0. _ DESCRIPTION - ---- - -_ - _._—�---- Project No -- - DLT 00/00/00 _— — — Design Date ����°� `f�r+- '��� '' ROCKERY DESIGN _ 236,-0„ C�3�4� �' 1. �) Project No WJJ _ 07 30196 rt3rot + Gets Enoneers Drawn Date ICY PACIFIC CORPORATE CENTER D -- I _CD 100 00100 o,,,r��r� Checked Dnta s "r% ie Cdr 7504 S.W. Bridgeport Road Tigard, Oregon _� — " Q) 00 00 00 elephon' OR e (503)224 624-9274 for PACTRUST Sheet rr, ---- - 1 t _ --- -- Approved DaieF N Fax (503) 820-5940 0 1640 SW Redwood Ln SIT 95-W42 11 of 11 IF THIS NOTICE.APPEARS CLEARER THAN THE 0(,T- 7 I99R IN)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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