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P LM 2004-005 66 CANTERBURY CREST 10575 SW CANTERBURY LN OF 'ICE COSY _- ,v, CAN liir E RIE; 1.11 RIVS(7 C REST ____ _ AEI R E S I 1::) E NTIAL . 011:2111111ENT i __ • GON PLAZA WEST 9f00SW PORTLAN D,::::::,..77.22.: WASH ! NGTON COU TEL 503-452-8003 NTY 9 O R E CITY OF TIGARD , . FAX 503-452-8043 • • www.alpha-eng.com /� --__--_■--DIY--__--.�I.IIM---�I.I---_■--11_I-I_�I.--irk MIS r-�I. -�� ---- �.- --.�.WI.IYYY. - // REVISIONS • • • • 1 •• / ' NO. DATE • • • • • • • • PRCJ ECT. / ' • : 1 . ' f SITE Wilk • • •• • • ♦ • ^». F38 K r•>^^ tr. s300m:• • • . 77...?...•,::::: :::' .1,::,:d.i:.:::,:j1!. :...e'::-:1'.':::- ''7 w V •r Affr • r • • • ar I III - r , , • .� � �a k.� � mount Ct -:::�.,-:. �w Hilt�'�.w .�.< ... ,./ • �` • 1 I I III I '` • • ovsi• \ to 4,4,1 im imor.15,- / % • ♦ - >,y; JCi .fit >.. ''e� °" ': cz : �-+• ov/4 .. , 1 SW M'±cFaNarid B d ' ': _ t +c�. • �' w —•�•- ! _r_. • .mow t . 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N\ 0 1 1 i z4a\ \ \ \\ # CREST , .,,,„, c. oil I I I • , ) • 4. 74, / ■ , la 1 '41 ':,. ■ # 1 Iri\ • - % \ • ,, t t r• • ■. \•I � • SHEET INDEX. 0 . . . 4 • t \ t , •`` t ! i 1 TITLE SH EET - - SION CONTROL DETAILS• �� ���. i ` 1�� � ; � ' � i i� �!��� � _.,_-�-- ''r � �/► 1 I 2 NOTES & ERO�� • ` - • , •111 ,,,■'„� .-` �� 2A NOTES & EROSION CONTROL DETAILS ABBREVIATIONS '��. ,r-=_ -� , 3 EXISTING CONDITIQNS / DEMQLITIQN PLAN a♦ a } i 11�� a + tt t< ♦r,. ,!` . _ ��� , , �' .,,,, 4 SITE PLAN AC ASPHALT CONCRETE s' ,t ....� , , ► , t �' 5 GRADING PLAN �. PC POINT OF CURVATURE - rte#- , ACP ASBESTOS CEMENT PIPE �� �—• - .•� ►"—'�!�'' = - t t ' -- �// 6 ER I PCC POINT OF COMPOUND CURVATURE .'' ,' •�. _ r ► , = ; ; 0111 ,,,,,i 'rr► OS QN CONTROL PLAN AB AGGREGATE BASE '� = •I ? COMPOSITE UTILITY PLAN PI POINT OF INTERSECTION _ fit tt BCR BEGIN CURB RETURN 4 .' t-- ' = t 1 �'�' PL PROPERTY LINE t t ' BM BENCH MARK , t ; ' /„ ''i I 8 PUBLIC STREET IMPRQVE�NTS PRC POINT OF REVERSE CURVATURE `� = 4 t °' 9 99W STORM DRAIN PLANIPRCtFILE CIP BEGIN VERTICAL CURVE PT POINT OF TANGENCY ', t \ ' ' ''� �' • CIP CAST IRON PIPE PVC POLY-VINYL CHLORIDE , ;�� I ` '• - = - "' /e PROFILE USED CJ CONTROL JOINT R RADIUS "'i • •• • I 11 ALLEY A PLAN & PROFILE TITLE CL CLASS RCP REINFORCED CONCRETE PIPE :x. • 12 ALLEY B PLAN & PROFILE C/L CENTERLINE R/W RIGHT-OF-WAY ._ 13 ALLEY C PLAN &E PRQFiLE SHEET -! `" CMP CORRUGATED METAL PIPE Rte=.. -- `- --'-"`�"" - ""`""""" -"'._.L-"""_`-------�--------- CMU CONCRETE MASONARY UNIT SS SANITARY SEWER �. 14 STORM DRAIN PLAN k;, SD STORM DRAIN '� CO CLEANOUT SL SEWER LATERAL \,,p �`: 15 SANITARY SEWR PLAN CTV CABLE TELEVISION STA STATION �'`�\, 16 WATER PLAN DIP DUCTILE IRON PIPE STD. DTL. STANDARD DETAIL 17 TREE PRESERVATION PLAN E ELECTRICAL ECR END CURB RETURN T TELEPHONE 18 LIGHTING PLAN TB THRUST BLOCK PROJECT TEAM. CITY �� TIGARD 19 SIGNAGE PLAN EJ EXPANSION JOINT TC TOP OF CURB �ppr©ved.•.5�: : '4..f?� ► } • Conditionally Approved �" 'fix • 20 DETAIL SHEET EL ELEVATION TON TOP OF CONCRETE y EVC END VERTICAL CURVE OWNER UTILITIES & SERVICES C 1= 21 DETAIL SHEET EX EXISTING TD TOP OF DIKE For only the work as described in: TF TOP OF FOOTING POLYGON NORTHWEST WATER, CITY OF TIGARD WATER DISTRICT PERMIT NO. Pt-M ai_00 22 DETAIL SHEET FF FINISH FLOOR TG TOP OF GRATE 109 EAST 13TH STREET STORM. CITY OF TIGARD ee Carter to: FQII w L1 PLANTING PLAN 1 FG FINISH GRADE TI TRAFFIC INDEX VANCOUVER, WA 98660 SEWER: CITY OF TIGARD Attach i 1: L2 PLANTING PLAN 2 FH FIRE HYDRANT TL TRAFFIC LIGHT Job Address:try ' FL FLOWLINE POWER: PORTLAND GENERAL ELECTRIC TP TOP OF PAVEMENT ��b�„ L3 PLANTING PLAN 3 FLG FLANGE TYPICAL APPLICANT GAS: NORTHWEST NATURAL By: Ct�Ltiw„ Date: L4 PLANTING SPECS / DETAILS G GAS TYP L FIRE: TUALATIN VALLEY FIRE & RESCUE •'`r TW TOP OF WALL GM GAS METER VCP VITRIFIED CLAY PIPE POLYGON r3RTHTH WEST POLICE: CITY OF TIGARD POLICE DEPT. GB GRADE BREAK 109 EAST STRE ET SCHOOL. T#GARD SCHOOL DISTRICT PROJECT NO.: 328-024 VPI VERTICAL POINT OF INTERSECTION GSP GALVANIZED STEEL PIPE VANCOUVER, WA 98660 PARKS: CITY OF TIGARD /. HP HIGH POINT W WATER PH: (360) 695-7700 PHONE: GENERAL TELEPHONE TYPE: CONSTRUCTION L CURVE LENGTH WV WATER VALVE CONTACT: CAM BUCK OFFICE COPY DATE: LF LINEAL FEET p DELTA (CURVE CENTRAL ANGLE) NOTES: SCALE 1([ 1/1 Y MH MANHOLE APPLICANT'S REPRESENTATIVE MJ MECHANICAL JOINT t APPROXIMATELY SITE AREA: 11.65 ACRES BENCHMARK: 60 0 . 30 60 120 N.I.C. NOT INCLUDED IN CONTRACT % PERCENT ALPHA ENGINEERING, INC. ZONING: R-12 N.T.S. NOT TO SCALE LESS THAN 9600 SW OAK, SUITE 230 TAX MAP: 2S1 10AA > GREATER THAN PORTLAND, OR. 97223 CITY OF TIGARD BM #214, CANTERBURY Lo A6 STREET. OCEW ON CENTER EACH WAY TAX LOT: 1400 & 1500 BRASS DISC SET IN CONCRETE SIDEWALK ON SOUTH SIDE OF PH: (503)452-8003 NUMBER OF BLDG:: 32 CANTERBURY STREET, 100 FT EAST OF 106TH STREET. ELEV. = 1 IN = 60 FT x �. .s , , �v. 14 FAX FAX: 503 452-8043 ��. .�. . _k ..F . .. , �. -�, .�� �� ,A� .�.., ,,.�• NUMBER F :,�� F.;.,��.,�..�..�:. .n. ���.:.��..�..�,:,: '.;�: : ,�.�.� .� ":�xr��.,.,.��"r:,g;:.:�r�...�.�..���;.�r.,.,�A.: ..' ,._ 1,. � ) 0 UNITS: 139 " �.: �:w,.� ;...,w:,. :�... <<<�,::•....r��,.. r� ��,..��:::�.�� :��xs��,.. 3 9 6.20 N:\proj\328-024\dwg\ENGINEERING\32824TITL.dwg - SHEET: 22x34 Apr 08, 2005 - 5:40pm jIo CONTACT: PETER ARELAN0 • :.__ �... Y ; EROSION CONTROL NOM PLAN � MF IAT N , _ v 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION A SCHEDULE OF PLANNED EROSION CONTROL AND RE-VEGETATION MEASURES SHALL BE PROVIDED, WHICH _ (ANY TIME OF THE YEAR) PER THE "EROSION CONTROL MANUAL ADOPTED DATED: DECEMBER, 2000, AND SETS FORTH THE PROGRESS OF CONSTRUCTION ACTIVITIES, AND MITIGATING EROSION CONTROL MEASURES. --',''1 AN APPROVED EROSION CONTROL OF RE-VEGETATION PLAN SHALL BE IMPLEMENTED AND MAINTAINED AS 1" ;,., `, CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS, R&0 04-09 CHAPTER 8. _ ` „ ,. _ �_ FOLLOWS: ` _ _ _ .. a a 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL _ - _ -•- OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY STRIPPING OR EXCAVATION WORK. - 4-:;;;4. _- 'j :i.. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE APPLICANT SHALL IMPLEMENT THE MEASURES AND CONSTRUCT FACILITIES CONTAINED IN THE _ _ _ APPROVED EROSION CONTROL PLAN IN A TIMELY MANNER. DURING ACTIVE CONSTRUCTION, THE APPLICANT - - -- ` : : 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND SHALL INSPECT EROSION CONTROL MEASURES DAILY, AND MAINTAIN, ADJUST, REPAIR OR REPLACE `: ' UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL - - r CONSTRUCTION IS COMPLETED AND APPROVED BY THE CITY OF TIGARD AND VEGETATION/LANDSCAPING IS EROSION CONTROL MEASURES TO ENSURE THAT THEY ARE FUNCTIONING PROPERLY. y ` AEI ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS 3. ERODED SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM PAVEMENT SURFACES, OFF-SITE AREAS, AND APPROVED UNTIL THE LOTS ARE SOLD. FROM THE SURFACE WATER MANAGEMENT SYSTEM, INCLUDING STORM DRAIN INLETS, DITCHES AND 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE CULVERTS. FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE 4, WATER CONTAINING SEDIMENT SHALL NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT SYSTEM, • FLAGGED CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE WETLANDS OR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT FILTERING FACILITY OR PLAZA WEST SUITE 230 APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DEVICE. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 9600 SW OAK AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN 5• IN ADDITION THE APPLICANT SHALL CALL FOR CITY INSPECTION, PRIOR TO THE FOUNDATION INSPECTION WATER DO NOT LEAVE THE SITE. THIS INCLUDES, BUT IS NOT LIMITED TO WATER ENTERING THE DRAINAGE FOR ANY BUILDING, TO CERTIFY THE EROSION CONTROL MEASURES ARE INSTALLED IN ACCORDANCE WITH PORTLAND,OR 97223 SYSTEM, ROADWAY, OR ANY VIOLATION OF APPLICABLE WATER STANDARDS. THE EROSION CONTROL PLAN. TEL 503-452-8003 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED SEDIMENT FENCE MIEES FAX 503-452-$043 FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER www.aipha-eng.COm APPLICANT/CONTRACTOR AND MAINTAINED AS TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT / TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND BOTH ENDS SECURELY NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. FASTENED TO THE POST, OR OVERLAP 2X2�� POSTS AND ATTACH AS SHOWN ON SEDIMENT FENCE REVISIONS 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A DETAIL. NO. DATE MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE • POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A - 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. MINIMUM OF 24 INCHES. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED 3, THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ' CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. ENTIRE DISTURBED AREA. FILTER FABRIC MATERIAL 11. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 36" WIDE ROLLS USE STITCHED LOOPS 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE ,i i, ,.,_■;,.._,>;,,.,;,.,,,;,.,.,.,.,_,.,.;,_;,;; >.;;,•.,;, 3' minimum OVER 2"x 2" POSTS 2 X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED "` "' ' ' " from toe slop,. ■ REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ':"''` ' • AREA ;,,, ,:,...,..>.;.. :.. ..,, ::. 12. ALL WATER QUALITY QUANTITY FACILITIES SHALL BE PROTECTED FROM EROSION AND MAINTAINED IN 'a''''`'''''"'`'"::::.:•:::i''''''':''''''• ` ' 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. BUT NOT ''''' "•, " ' ' THEIR ENTIRETY, IF ANY SEDIMENT BUILD UP OCCURS. THIS INCLUDES, BUT IS NOT LIMITED TO THE - "' :{:•:l;,:•�' ; �' "' ;'''• ;. :;;: BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. :r °: '•=:�::: :•::'••:•:;: �:•:•::'.:�'MATTING OF ALL EXPOSED SOILS, PROTECTION OF ALL SLOPES, AND ESTABLISHMENT OF VEGETATION PER Z w,�.` ~��'ikie,.�".::•;1�. ,? r /4444, THE DESIGN AND CONSTRUCTION STANDARDS, ETC. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH ���'`'�� '� , : �. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE • 13. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE IMMEDIATELY. 6 MAXIMUM SPACING COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 0 FRONT VIEW PROFILE 14. AT NO TIME SHALL MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE EROSION MEASURES AT A - NTS NTS CATCH BASIN OR INLET STRUCTURE. 4S) PROltz, 15. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. , �0G I NFe,0 *. 7 16. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH 1,) R el° PHASE OF CONSTRUCTION. ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED c '-•OREG. 17. WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM UNTIL THE d3• 4• VEGETATION/PLANTINGS ARE WELL ESTABLISHED. ° ■ # + �h' A A RF,t•�' • NOTES: • • 18. IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, THE 1. BURY BOTTOM OF FFTER FABRIC 6" VALID THROUGH 12-31-05 WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, EROSION Q VERTICALLY, BELOW FISHED GRADE. CONTROL MANUAL, FOR REQUIREMENTS. 5. ■ ■■ ■■ ■■ • 2. Tx 2" FIR, PINE OR STEEL cci FENCE POSTS. 19. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED, OR •.. INTERLOCKED UPHILL 3. UPH T SI DE OF SLOPE. SE INSTALLED oN ! THE SOILS ARE COVERED AND PROTECTED FROM EROSION BY PERMANENT SURFACES. a' 2"x 2" POSTS 4. COMPACT BOTH SIDES OF FILTER FABRIC AND ATTACH TRENCH. 20. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CWS PLAN VIEW 5. PANELS MUST BE PLACED INSPECTOR, PRIOR TO ANY CONSTRUCTION. NTS ACCORDING TO SPACING TABLE 4-7. 21. CWS ESC HOTLINE 503-681-3600, CALL BEFORE STARTING ANY WORK. LEAVE YOUR PROJECT NAME, LOCATION, CONTACT TELEPHONE NUMBER, AND THE INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION CANTERBURY , MEETINGS, AND DATE ANTICIPATED FOR START OF WORK. 22. IT IS STRONGLY SUGGESTED THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO ANY SITE WORK. 23. RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS: MAY BE USED SHORT TERM * CREST SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY ' w/UTILITY WORK AND W/ WASHINGTON COUNTY. �;'��'':�• ;r��'•i�.'.�,' PHASING, OF DEVELOPMENT ---- A. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): ;,'%;;. 'IOM/�' �• ,,,,,„ ; , ELKA DWARF PERENNIAL RYE GRASS, 80% BY WEIGHT; 1... �� / FLOW , . """ IINNNNNNNIININNININNNNNIEINNNNNIIINIIINNNII CREEPING RED FESCUE 20% d' `,' ► ' ' r 1 BY WEIGHT. ,g •c p ., � -----■... ��;. .., l';,;.,, If/lib '1 • as am., III 1 ,f, 1'1.1i,1i, ■ 131, �i ri. F YJ' "V' ri i„i; ,s iii?, till t!1:i . tow,i,t' APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. F `� >• / • ;' 4 iii: ..j,� it �•rr, � G W ,. 1 i 1.I III•' -'..�'^'"'. /J/%, 44,',i ,,,, // „li II 1. B. STANDARD HEIGHT GRASS MIX: .. .� , � �` �q � .,4 ,• .p. - :,,.,i, .» . ...� R,,, i` '' .. • � ,..;: ::;rill i✓ -,/ �, �l ♦ ... • '� ! t,nt;u,t i.�w ANNUAL RYE GRASS 40% BY WEIGHT; • a " - , :�li, iii:/>. � f• •• • 1 ' T._. TURF-TYPE FESCUE, 60% BY WEIGHT; t %'�'''%� �� /�.°`: a. '° °: • '::°'�• R,''a• : w �• APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. ;''%'%�;'` "�r��=' °�p ��I • ' - •,- :v•"••'"*..A'•:4. .�////1/ IL. t�.�•�r A 0/ ti P'�: CATCH BASIN AREA DRAIN 24. WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) TONS PER 0 // a •• • ACRE. ', ,,, • . �,''.''�,> A !� �4{ 5 25. SPECIFIC METHODS OF SOIL EROSION AND SEDIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO �'`°�'' `'''r/' r���' 4, �' le ii's, �:/ r,r ri� � •;•,rii'.!i fir,' SUBGRADE REINFORCEMENT .-10). ,tr i MINIMIZE VISIBLE AND MEASURABLE EROSION. '- .;% ! ;�i�'�: t OTEX11LE, AS REQUIRED WWII, ♦r chit /4 i ,�4'44.4,yii' n {i,j ,I,i CONSTRUCTION 8 MIN. 26. THE LAND AREA TO BE GRUBBED, STRIPPED, USED FOR TEMPORARY PLACEMENT OF SOIL, OR TO ,,,;r.•',,'•; !;•„4,/,., DEPTH ';;,,;� OTHERWISE EXPOSE SOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION SITE ONLY :,;-'',0:, ;:f.%;, I,,y ���� "I'���1" ;•;,4 * V' MIN, FOR SMILE FAWN AND DUPLEX RESI�CIIAL -•I ;;1E ii, FLOW . �, t"IIIIlI►11i -- NOTES & EROSION �till a�„27. CONSTRUCTION ACTIVITY WILL TAKE PLACE DURING THE DRY SEASON (JUNE-OCTOBER), WHENEVER , II +u1't1'III /,,,,, „ FEASIBLE, AND THE DURATION OF EXPOSURE OF SOILS SHALL BE KEPT TO A MINIMUM DURING %,,,' ,`''•'. s overlap of bogs. CONTROL DETAILS CONSTRUCTION. ,��;,,;,,,;: "i"Hill PLAN VIEW '��y',,<' .;:,,%I�%j;' 1,i<}i�'J //, fir :•it's1/ ,�I , 28. EXPOSED SOILS SHALL BE COVERED BY MULCH, SHEETING, TEMPORARY SEEDING OR OTHER SUITABLE NTS ��'`"``� ! Emt� PLAN VIEW ".'� , MATERIAL FOLLOWING GRADING OR CONSTRUCTION, UNTIL SOILS ARE STABILIZED. DURING THE RAINY _-ice ° µ 1•i ,,, .,�, SEASON (NOVEMBER THROUGH MAY) SOILS SHALL NOT BE EXPOSED FOR MORE THAN 7 CALENDAR DAYS. , \\,•,∎:'\','•,:\%./(, ALL DISTURBED LAND AREAS WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING ;.,, i<'/,2.� \':.-;,/ ,, ,' 4 CONSTRUCTION SHALL BE MULCHED AND SEEDED. 6- OVERLAP I '` ''��''�\/\\// y,,/ I as -7. ;;, FLOW TYPICAL �� � 4_1_, ei i .... •�I!29. DURING CONSTRUCTION, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED RUNOFF AND 6' DITCH°St•"Ot'i 0 SEDIMENT RESULTING FROM SOIL DISTURBANCE SHALL BE RETAINED ON-SITE. TEMPORARY DIVERSIONS, a SEDIMENT BASINS, CHECK DAMS, OR OTHER METHODS SHALL BE PROVIDED AS NECESSARY TO HOLD y r ;- • t s SEDIMENT AND RUNOFF. .---7- .1-,i:,..-_ = NOTES: (• • 1.R1R ..i:. • 30. A STABILIZED PAD OF GRAVEL SHALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO THE NOTES. �Gi 1. STAKING OF BAGS REQUIRED USING � L BY 20' ME DITCH INLET °� � CONSTRUCTION SITE. THE STABILIZED GRAVEL PAD SHALL BE THE ONLY ALLOWABLE ENTRANCE OR EXIT (2) 1"X2" WOOD STAKES OR APPROVED tY OUP of 1r MINUS CLEAN Roar. Wit DEVELPPIPT SITS NOTES: TO THE SITE. PROFILE EQUAL PER BAG. 5O LANG 8Y 20 MADE 1. ADDITIONAL MEASURES MUST BE NTS 2. SURFACE MUST BE SMOOTH �" CLAN ROCK, CONSIDERED DEPENDING ON SOIL TYPES. 31. TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILED AND REUSED ON-SITE TO THE DEGREE oo ARTY MAY REQUIRE 2. BIOFILTER BAGS SHOULD BE STAKED BEFORE APPLICATION. GEO OCRLE FABRIC TO PREVENT " " NECESSARY TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONDITION, OR TO ASSURE SUO-S01. WOODEN STAKES OR USING VE 1x2 PROJECT NO.: 328-024 WOODEN STAKES OR APPRO D EQUAL PER BAG. SUFFICIENT STABLE TOPSOIL FOR RE-VEGETATION. ADDITIONAL SOIL SHALL BE PROVIDED IF NECESSARY TYPE: CONSTRUCTION TO SUPPORT RE-VEGETATION. CHECK DAM Detail Drawing 4-14 INLET PROTECTION B 10 FILTER BAG g CONSTRUCTION ENTRANCE Detail Drawing 4-5 TYPE 4 Detail Drawing 4-24 DATE: 32. THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO THE STREETS, WATER RESOURCES OR ON TO , ADJACENT PROPERTY ARE THE RESPONSIBILITY OF THE APPLICANT. THE APPLICANT SHALL BE Page 4-69 4-43 4-111 RESPONSIBLE FOR CLEANING UP AND REPAIRING STREETS, CATCH BASINS, WATER RESOURCE AREAS AND ADJACENT PROPERTIES, WHERE SUCH PROPERTIES ARE AFFECTED BY SEDIMENTS, OR MUD. IN NO CASE . SHALL SEDIMENTS BE WASHED INTO STORM DRAINS, DITCHES OR DRAINAGE WAYS. 33. ANY OTHER RELEVANT PROVISIONS OF THE "EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" (CITY OF PORTLAND BUREAU OF ENVIRONMENTAL SERVICES AND CLEAN 2 WATER SERVICES OF WASHINGTON COUNTY, REVISED FEBRUARY 2000), REQUIRED BY THE PLANNING DIRECTOR. N:\pro 1\328-024\dwg\ENGINEERING\32824NOTE•Owg - SHEET: 22x34 Apr 08, 2005 - 1:57pm }10 GENERAL CONDITIONS GENERAL NOTES STREET & STUN DRA� (CONT) ,- -- r r r 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES " 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, , ,, FOR STREETS AND HIGHWAYS", U.S. DEPARTMENT OF TRANSPORTATION, FHWA, MILLENNIUM EDITION. AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION LATEST COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. .. _ .. - _ Y, 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND _ _ ___ _ -= = .::',!'fl,,, SPECIFICATION AND, IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE SHALL COORDINATE WITH THE SURVEYOR OR ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO i APED: __ _ `" �F: , E HALL COORDIN E IT HE 5UR EYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY 10. .�.a��t�``R'"� "��. � �.. APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. RELATED STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. FOR ACCEPTANCE, PER R&O 03-11. 503-681-7044). 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . THE: -_- _ ..`- :E- APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND.APPROVAL BEFORE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT.., TUALATIN FIRE & CONSTRUCTION CAN START. _ - -v w : RESCUE, ETC.) AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING AEI 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED STANDARDS. 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY CONSTRUCTION PLANS AS-BUILTS ON THE JOB SITE AT ALL TIMES DURING THE AND ALSO MAINTAIN AT LEAST ONE PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) (1) SET FOR CONSTRUCTION CONSTRUCTION PHASES. BEFORE INITIATION OF CONSTRUCTION WORK. WATER SYSTEM 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICES AND THE SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL PLAZA WEST SUITE 230 MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. ON CONSTRUCTION PLANS. 9600 SW OAK 6. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW CONTRACTOR RACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT AND SHALL BE EFFECTIVELY MAINTAINED. SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, 2. ALL CONT PORTLAND,OR 97223 OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOT BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY TEL 5034524003 THROUGH FRIDAY, BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M., SUNDAY. 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. THE ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A FAX 503-452-8043 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. OF IN SUCH A MANNER AS TO MEET LOCAL REGULATIONS. PRE-CONSTRUCTION OTI TPW, WATER MEETING. TELEPHONE PRIOR T 9-4171. www.alpha-eng.com 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO 8. CONSTRUCTION VEHICLE AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. sumemormsammm 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S INSPECTOR DEMOLITION � • 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. REVISIONS (MICHAEL WHITE) AT (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING 7, ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. DATE MEETING. DEMOLITION WORK. NO. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR (MICHAEL WHITE) AT 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL Sc UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT OTHERWISE SPECIFIED. (503-639-4171) TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" ANY STAGED INSPECTION, AND AFTER COMPLETING WORK COVERED BY THE PERMIT. ITEM. GRAVEL. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING g, ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE EXTENSIONS WILL BE REQUIRED. TO THE THE CITY'S STANDARDS AS REVISED JULY 15,1998 APPENDIX D, PAGE 38 R SPECIFICATIONS AND TO THESE OF OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF EXISTING WATER WELL. WORK PERFORMANCE. EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE GRADING NOM . 11. A 4"X4"X8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AND WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND 1. THE BRUSH AND TREES FROM THE CUT AND FILL AREAS SHALL BE REMOVED FROM THE SITE OR DISPOSED OF AS REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJX2" HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. DIRECTED BY THE ENGINEER. THE STRIPPINGS MAY BE SPREAD OUT IN 8" LIFTS TO A MAXIMUM DEPTH OF 1' OVER IPT.TEE AND 2" IPTX100 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. THE LOTS, WHEEL ROLLED, GRADED AND SHAPED TO DRAIN TO STREET OR REAR LOT DRAIN WHERE APPLICABLE; 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJX6" FLG. (FLANGE) TEE, 6" FLG.XMJ GATE VALVE, 6" MJXMJ HOLDING 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS ( ) STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2 l4" NST 2• EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED FROM HOSE CONNECTION, 1-4 W' NST PUMPER), 1 1/2" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 15. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED EXCEED 8" LOOSE MEASURE. ALL EMBANKMENTS, FILLS AND BACKFILLS WITHIN 3 FEET OF ESTABLISHED SUBGRADE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. BELOW THE 3 FOOT LIMIT, COMPACTION SHALL BE 90 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 34 CUBIC YARDS OF. THE WORK NG THE D.E.Q. ACCOMPLISH EROSION CITY CONTROL.AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF PERCENT. MATERIALS WITHIN 1 FT. BELOW ROADBED SUBGRADE OR STRUCTURE FOUNDATION ELEVATION SHALL BE CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK ' IV , 3-INCH MAXIMUM AND SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. FROM EARTH COVER. � 0:1 N4 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL `�' �'�' `E �� LL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, 3, STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33, SECTIONS 3309.4, 3309.8, AND 3305 OF THE UNIFORM 14, ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE 7:24 FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKERS, MAILBOXES, ETC., SHALL BE REESTABLISHED, BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES 'GREATER THAN 5:1 SHALL CBE ACHIEVED BY BENCHING INTO THE �� REINSTALLED OR REPLACE, WITH LIKE KIND AND MATERIAL. ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE • ORE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT ..,3 s. i THE FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX LEAST 18" OF SEPARATION BELOW THE WATER LINE. >• . Os, V 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL INCH LAYER OF 1 1/2"-0" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC. F'P F,w\' BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM IS NOT SUCCESSIVE BENCHES WILL BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8 INCH LAYER SHALL BE 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI A AR ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO COMPACTED TO A MINIMUM OF 90 PERCENT AASTHO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT ( ) VALID THROUGH 12-31-a5 ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI FINISHED GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12 INCH DIAMETER SHALL BE ALLOWED IN THE SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. • 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES STRUCTURAL FILL. ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY BE OBTAINED 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE QUESTIONS ABOUT THE RULES, CONTACT THE CENTER. THE THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE EXISTING CONDITIONS. HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. 19. THE CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR 5. ALL COMPACTION SHALL MEET THE REQUIREMENTS SET FORTH IN THE APWA STANDARD SPECIFICATIONS (1990 WITH MG/L (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST AMENDMENTS). HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHORINE-WATER SOLUTION IS OF THE SPECIFIED AFFECTED UTILITY AGENCIES. SANITARY SEWER SYSTEM STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL SAN TT TT U RY NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, 20. A TEMPORARY HARD-SURFACE PATCH (COLD-MIX AC OR HOT-MIX BASE PAVING) SHALL BE PLACED ON TRENCHES 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE SHALL BE LEFT AT ANY OF WASHINGTON COUNTY (AGENCY) R&O 04-09 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE STANDARDS AND SPECIFICATIONS. BACTERIOLOGICALLY TO PERMANENT SOURCE OF SUPPLY. CREST RESULTING FROM THE PROSECUTION OF THE WORK. 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS SANITARY SEWER PIPE SHALL BE GREEN IN COLOR. A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL HOLDERS' EXPENSE. BE TAKEN BY TPW. EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN 17. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS OWNERS) ALL TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENTS WHICH MAY IMPACT AN 22. ONE AS-BUILT XEROX VELLUM DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE THEREON. WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE WITH AN "ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE" AS REVISED JULY 15, 1998, APPENDIX D PAGE 39. 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45'). PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, UPON ACCEPTANCE OF AS-BUILTS, A COMPUTER DISK OF AS-GUILTS SHALL ALSO BE SUBMITTED TO THE CITY. AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PROVIDED TO CWS. MANHOLES SHALL BY HYDRO-STATIC OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. ONE YEAR. 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, THE CITY'S INSPECTOR. COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING CONSTRUCTION MASTER MAP, INTERSECTION MAPS, ETC. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. PERMIT HOLDER. PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION 19. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED NOTES & EROSION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. ME REMOVAL CONTROL DETAILS CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. STREET & STORM DRAIN 1. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR SHALL BE SUBJECT TO A CIVIL PENATLY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL AT THE PERMIT HOLDERS EXPENSE. CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL BE 4" PVC CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. ' SUCH REMEDIATION SHALL CONFORMING TO ASTM D-3034. INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY ACTION, AND IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL. , 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE THE CITY INSPECTOR, IN WRITING, THE NAME AND EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SDR2002-00012, AND ANY TREES 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUBDIVISION P-EXCAVATIONS. THE THEREON. IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 5. COMPACTION SHALL BE PER APWA DIVISION III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT SUBJECT TO MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED PROJECT NO.: 328-024 AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. TYPE: CONSTRUCTION 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE DATE: PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95% AASHTO T99. 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THE CITY WITH 30 DAYS NOTICE OF THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE THOROUGHLY COMPACTED TO 95% AASHTO T99. PLACEMENT OF FINAL LIFT. 2A 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO N:\pro)X328-024tidwg\ENGINEERING\32824NOTE1.dwg - SHEET: 22x34 Apr 08, 2005 - 5:42pm 1lo WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. 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' /\ ,./ ,if ,, i '-' '41 - :. 4101 roRWAY :,,./ ...,- , / , . .,., • ,-... ,/".'-' „,./ FIK 0„''' - fi: `4?•vw .., ':;,-,,, „, - „ i 1' 094 ‘r• V .s.4 TO BE REMOVED ,-. , ,, , / / , • 7"OAK„,-- _.„..-' /.- • ,. / / ' Il eip \/ , • \' / SPRUCE '''',.'''' „...- ',,,,- ,....,. ,.,,'-* . „,,,:b / ... ,,,,., . ,„-," , .. /if ,..- 1113019 ,,.' , '. ..,-;it' .., / .. ., , ' .. ,, , . .."' " / ''' 3011 / ,.,,,,,- . • ::',.. . , , ...„. - ...,.., • ,, ,, A A „ „ ,:•:. ' . / / 0 • -' „.. .s.t.s,--, 23"DQOLAS V ,/ ..,,,::4' . ,• .,. . _ _. , . _ . ,. . . „. TO BE .REMO D ,,- _, , .4i)3 0 ,,•• --.-1' -,,,,.., „ ... ,.:„„ ,„, DI):::::1::-.'!,- .,,-.'-•--- ,. „.•,-• . / , ..., •-•'. F' ,' lir 13"NORWAY .,, 0 .- ... . . , - • ' .. , „•,• .. • ,, ,,, . , ., ,..i' • /-' EX BUILDING / / /1* VALID THROUGH 12-31-05 --- ( „ , ''. 30111 --- SPRUC,E • ,--" „.- t)(1" .., „.. ' 7 / _ ,0,.. FIR „..• /"" I'' „-- ..., . , -• / / .. /- / ...,,? ,,,,- •.„“ , / , . „. -,---- , . , - - _ / 14"NORWA.)e / ,.., , .,..-.' .... / ,,,, , I ,/ -,,v,..., ' . . „, ,,,, ,_.-- ..,.....- - . - „ . , . 11 ,.....„ ; . .. _ .. .. - „ . •. , „, •-*”' / . „„,..„, / ,.. .., SPRUCE , . ,,,,, . Arkii 3016' , .. / . ....- , ,.. :,,:-.•-• „.....,,. ,, .-, ,,,,,,, . - ...,...„-• .,. .r,.(3, f, i/, 412432731til'i'FIR ,,., _0-` ;.,..'• , „/ o' , . , / , :-, i N„. --1X POE VAULT „Se' / W1,8"SPRUCE '''''' 234°.".-S5P'liR.S'6CE,4,'-'''''''' '-'. / -, '4"!"f 012 n / ''''' , ' , 37381 , . .. , „,./.,. , „W15 , \\. \\, \''''' TRANS ORME,K TO la- • , .s. .--4• ;;','-' ., , .„- - FIR 373s,,,s, ' .,,, ,..•,•,. . , - ...„.„, , ,,,,,,,,,,,,,,,,,,,, ,,' •-,,,,::,.:::,,,wP,;-, ......:::.'": :*....t'l'" \ \,,,,,s‘ .,.,„ , „ . ,, BE/RELOCATED 16 NORWAY .„.. , / ,.,,,, st:l.". 4 4 ./- ' i....0./ ..,- ';'=,• ,,,,i*16:"N. OB„ ., LE , . ,--- -, i i , , , , .' ,-,..) ,,,,. , . 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' W30"FIR/ is tii „„. . , .r-7-'i ,, ''''' ,: , .. „ „„. . , . , „, „ ...,. ., • -, • / , ' ‘,\, '' „' if ' )5'INPF25.SPRUCE , ,/ ,,,--. . . „. • .-`-'•.:" / .''''''' 0 ' ',i'i„- „Ai ,,.-.,...: ... ... , . ., . _ . .: 0 BE REMOVED , ..::,•,;!:,11':::,,-;,,%'1.e.1;,::.•,::',7,"i''' '-.?:ws,:-,•;,. -,:k ,<4',r/f:, / •. „ ...,.. • ,..i.:„...,.. , „ „ ..:4.• .4 ,/ , , •''"'" *:,,' i CANTERBURY , , , ,../ ,,, tic_ 888, \to,. ,, ,. W33"FIR .„ - • , ' ..'4'i ,,,s\ ' i , . • . • 1 7 E . ...,.„, '''.',-,..:i.''..1'..-.-''',/ ...,, . , i,..,. ,,,, „, II: - ,......„„ ..*k...:.:\ ,,- / „ ; ,.,../ / ,••,' EX... t•C-POND ..„„,,,..,„•.„ •,„,„„,.. • A, /.7/7/ . i -,..',,k• 't.s„..a.,,N:s, / I 30 FIR.' . ', . . / ,•.,, , / i' 1"FIR „/ /ADD°.1.'i:::.:,...... I .,„„ •,..,. V,*\.\ / 4613102 .4111/323i" Pi_RiUCE.. _ . 0`•''3014 ..'--. 1 ,..- ..m,7-a,,,,,,;;I::;„:,,,,,..-t,.-i,,:;:,;,.: • ,- / ,,,/./' EX BUILDIN e Agrik33oi,/". lippr3i-Elo iv,„, i IIIIIF1 3"SPRUCE. .:,-,' , .,,,.,„....•.,„. ,,,,,,,,,,, ,.0 '-'' . . , ,•: _ „„.. •,‘„,,,,,,,, -„, .,4„.., ,-- „, ,,, 0,,,,:,,,H,,,,EX GAZEBO ---- • -,, EX SIDEWALK , , --:./ .• . / , , TO BE REM oVE21":12;.9 . '.,,l• I CREST , , ,•, , ,,,,,,..•,.,,,_,,,,,,,, ....,,, ,......:,-,,, .„- 0 ./...).\4,-5----- .• . ' / ,i• / r : • „ , • , .., :I ./ , / .,„ „...„,„ , „, .. ,....„ ... -4,-,,, ./ I ./ --,:-,0• , . /- ' / ,•' , , . .,' . , .., I / . ,,,'„'„,) . , •'''' ,,=,,,..,:•,„,,i,,,,,,,,•-•,- ,i0 ,,,. , .„.. ,,,:.•,• ,::::-,-,•,•=4„,::::::::•;„;:::•••„-,:tc,s,..,,,Ip-,,..a.f,,,,-.- ,-• •...,„:7,-.• // -; 7, / 21 F, 1,,Rs, 4.. r 34"FIR 'i ttl., ...:.*• \\. ',\ , ., •.. .... ,3080 ,/ . ? _ ..,..: ,„ ,...,,-: „,,,, ,2,.., 1 ), ...... , , ' .:.•6 .Aiiiii30 ,, 41113089 , , ....'„7.:•. .. ' DDDD ,- (0 „-' 18 FIR I ,' 1 -,.:: ,'.:',;;-,--',::,,,'-,:,,-r• -; , , ■:, :,,,•,N, ,,,/ / 5' 1141' 2 "PINE ' ' , ,, . 4. ''\N,,:.:',„ ,f .,,..: ,. ,,,, ,:..,,,,,,,t,,,,,--,,-, - ...,,,,,, •,..,. EX. NURSING HOME BUILDING ',,, /, /// -,; . i o EX CATCH BASIN • ,... \ •,, i • . 308 :111,2 FIR / . ' 1 '','-':,.:.:::•."'ty EX AC iy-- IN , d',6 /; - 13"• 1 ': •,'„'::,.,,-.',,,.;,' .-/ / ,,, -!„' • ri) , 1' ' TO BE REMOVED /61 . . , i W.A.3"PINEi . . EX WATER SPIGOT , ,,,,,,,,, q ,-. . .: .,,,.,,,-. :;.,,-a:::,,,i,--..,,;. .,-,:,'. ;....i • EX STORM ..... ., . _ , s\-,, :,.. - ' ' .., r'Y',.• ,4 I TO BE REMOVED- _--•':•-:,-:•,.:i„,:',,,.::;:i::::',;:,,;:,::::••"t•:'-.i;F ,--;;f .... ,,,, ,. ...„ .„..„:„... .•,„„ ,. .... .,,.... „ „1,-- DRAINAGE SY ••P' / . , k 3304 . • / TP BE REMOV D ,.., ,,,,,,,, . ,,,.,,i,,.::,.,.,,,,i,,,,,,,..,,,, „ ...... ,.. "'” ; i EX:;PAVE ENT' 0 . ld , ,•,,,„,-; ,' : ,•', ./ - , ,'.:„. ) : ,.•, . . a' i -' //' 36"Ff /,. , A 's;., : '• ,.. -2 15"PINE .. , „ . , ., • ; AREA DRAIN ,//,' ..., _. , ‘,. : • OVED 3$51 d- --- ' 'r,',: : „,;: •.,,,::,„ , .. „„ •" , ,- - --, .,,,.• , '-v ‘, , ,•., - 1 PINE 41 •' i i .-'I -, ' TO BE REMOVED.* , . 012"cf ER .. • , \-. • i -,„i . ,, 1 7 UNKNOWN . ' - . - „, ,:.,,,.'; ', ,„ . ,.:,.,„:.. q) /1.,,,!:‘' . . , ,.. „. , TO. ,BEz/R ,•!'f ED , . . , . „:„. „,„.-\•;.-..4, •,.- , . . „. ,•„1, ; , t fop , •-• . .„ „ . . .„ , „, . „,.,„ ., „„.. ,„, .. , / , , \ - ‘. ‘C•1•4\''', / 03085 •• . . ; PINE IMP f9"Pli i 11 :79 2 itivoa4, . ' / „4113093 EX BURIED ,. . . „ , . „ .... .. • .. „...,, , .... . , „ ,. • •• ,:••• • „,„ ,:„,, „ , . , ,., :. „ , , .. .„,. , , , , . ,..„ .:: ••••_, ,..,..., I ...„ •• ...... ....••• : .,•,:.„,,,....,..,,,, . .. . , •,...,, , - , / , ...,,,„„,,„ .. „ ,,,/,/ :-' :-..:,;:••::::: :,::,::',,i;j:;:„%,1-:•:',„1-',i:::-,,,:::-: :''.:,,'=,-;.:f.i.icl',..V:..:':::,91',.6;,,,1:,,,:.,, ,1, , . ...„,, N . \ . 41133.04- „„.. ,. ..,, 0 .., • ,,Nk,\,,, .„/ .o:' .-- , s.v.\.-',,.■ --il -"- ‘•;\''''k\, / \\.\\\ . ., -\k'k. '■\\„ .. .....•'''''' .• .1.5 . \ t:' •+:'''' '''' _,,,/ , .., . ' '. ", , 1 / / Illir 28'7DEOD AR: 0 / .., .. -..., POWER LINE ' I TO/BE :REMOVED, , ' / ,, ::'--,- „,:,,,,,,_,,,,-_,:.,,,,., , , -.:„ . ._,„ " '. ''''I'S''''''''''''''''''' '":'''''" -r'' . -. , -z-, '. / ".:•`•"."' ,:'..:, -- ...‘,/// - • " " , - , • , - - • ,,.. ,...,..„:„ • „ t , , .P•is ic.::, .• r',.,;?" 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''• , ''''-' NS\ ' • : - ,..-,,..:: :. \ a . . 0 .... 41) .-..,,,, .,,:,,y..c' - -"l'j90,„, IONNIMINMININIMMINIMMINIMMMEN • , .,,..,... PROJECT NO.''': :'''' / . ..:.. \ ,. . i , , -*" ".•,., .„• • , . : -'-''' 328-024 •: . 1 ...• .„. .....,... '—- 1 . . e _al ,.. \ 111 ) , ,, -•:, .„- , --- TYPE: CONSTRUCTION ,, •••• .. ..:-e : ,,er \ DATE: ..,- • ...,.,., .7)14' ,, , , ..-- / ' ; ., c .,.--- ' /../T- 511'11::, .,,,. ,, ,-,/ „3,71--. .-- .., . ..„••• . '• SCALE . . , , / ./ ., .-, ,.. .........■••••■••■•1 ,,,, . -- .,....,.... .._ . :).:.,•-, 40 0 20 40 80 / , . / , , / . . N5A.010.0.41. ••,A0 /' 1 IN = 40 FT N:\pro1\328-024\dwg\ENGINEERING\32824ERO.dwg - SHEET: 22x34 Apr 11, 2005 - 9:41am 110 , .---....., • - ;1,,is: -':' r•r.lu ,. 17•••"_.`" $ a3'p» '.x. 3 ..- 1•ti-,�� .a-is:.d;a5`��':'p.: .�:F� m i :1: w r w a ww tea•.t•e• w • .. .. •w w. .w. ww w. w.w.. i r..wr r . .. .. _ 'y ...v / . LEGEND . _ i - _ {R EASEMENT LINES v S¢R,'wry',._, " 'A ? �" SS> PROPOSED SANITARY SEWER I - _-e-_._"ss--_..__._- EX SANITARY SE'1 ER`` - - - - -- ` '' -----SD>— PROPOSED STORM D Ah\- : = e - - ---� :0;g:1 ',:/ WATER LINE , --_.-. ._. �� -w.__.-•-•__.-.. EX WATER LINE / '. . _.-__.-G._.-. —.__ EX GAS LINE ,. 111•1111•11111111 t-•u EX BURIED POWER LINE PLAZA WEST SUITE 230 I ill I . ,., ---- 0H----- EX OVERHEAD POWER LINE ggQO SW OAK , ...-- ____ ., . . , �, \ \ uAT' EX CABLE TV LINE ' . .... __..__ ., PORTLAND OR 97223 / e ,-.` ;- �,:- ^-«� �.• { -� EX TELEPHONE LINE `, t , j°, ` " 'I I '' fl PROPOSED SANITARY MANHOLE TEL 503-452-8003 t SAN C.O. G \ �, ': ' t ,, EX SANITARY MANHOLE FAX 503-4524043 , J ii k;- ' Y~ ,��' +�� rt g SAN C 0 ,,*�. PROPOSED SANITARY CLEANOUT , �� ?SAN C.O. "H" *�` ,! ,t SA �.aipha-eng.c©m I w. SAN C.O. I � v EX SANITARY CLEANOUT .¢. )"' :• { .....,.t.a.. Y.... e•-•-wn..••— y.....-w—'^r. e.-•:i r.;.,,E.,�.•,.-t c•r.-,+a..e. "°.."'�t['" 'Y'.� .Y••r-'._•'Cw•!'�y;'.�''�MS'•0�"w"31••,,.�,,.j..a. � .,,.P7,`t roi riiir•'" .. ..... •.: .!. ? r a• e- K Y eta . ta.r"k � 1. ft. • ,....2z:.::. i.7 - wrr t k, • PROPOSED STORM MANHOLE ., . -tit . ,7 ytf 3 d r.:r .. „ 4' 7•4§4 i �.. ,�. , , r: r•- -.•N "..�-•� .... �r i• ,,•4�F•4t„t. ,. F.r ."�%•. i +t`. yfy '�`' +•.'. :. 't:�• e�i••.N- SAN C.O. F �r •a'.1 w k,� EX STORM MANHOLE REVISIONS ` �/ ",•� ,•*' SU- V ■ v •.h v V' M■ v V STM C.O. , 17 ■ PROPOSED CATCH BASIN NO. ' :xY� _. �_ DATE \ ---wwn x....e-.,«.....i^ ...W. Via. L.; \ /, �;w .�► Y EX CATCH BASIN jj ; a PROPOSED STORM CLEANOUT / ,' \\� + �, iu !� I • `M n i STM C.O. 16 4:. I ,' ,�` , / STM C.O. ;14 ;. u, ; ; ; 1 EX STORM CLEANOUT ,/ y ♦ 3 1►A • :t ,: cn LYNCH C.B. 15 Q � LYNCH C.B. ;18 .= 1 1 ► ' f ?IliCre PROPOSED FIRE HYDRANT 4(ilt tl i , 51 ; x► 1 ' i . EX FIRE HYDRANT , / . •y S • 4 WALL DRAIN ,,.., ,..,. 1/ - ..N SAN C.O. E � ` `. ��I WITH BACKFLOW k; METER ,. ,-, :Y-t TM C.O. ,11 PROPOSED _ 1 ® WATER `�R'•• .• 3. STM C.O. ;19 ;..' PREVEN TER �. , _ • r a s , 4p / y�- . �, _;, �.•- EX WATER METER } / / `•`::9:. ....4-- ♦ r`. f 1 1, TM DETENTION •� �`r ® PROPOSED WATER VALVE -;" ,J fa IA SAN C.Or K 1 �; »t; / a' ♦ f� �?4 0 EX WATER VALVE :j STRUCTURE #8 4 r L \\ �6 ;_ �'` �`~ ' \\ - - - H PROPOSED BLOW-OFF STM B 1 ,� `� `� STM C.O. ;201 4, EX BLOW-OFF •,• :SAN C.O. "DI j',:.. ' \\` �\,, '' A mg 1 ; d b o PROPOSED AIR RELEASE VALVE STM C.O. 2 - ` / ''� LYNCH C 10 1 LYNCH C.B. 25 : ,. EX ASR RELEASE VALVE . STM •C.• 28 1 �y,� . �- ..,;2,��', �f {+ ��. ��f � .�t . gl ■ '� ■ LYNCH C.B. ;29 • PROPOSED THRUST BLOCK ■ " = '� `", ,� �` r V"/ TM C.O. • 'SW C.O. 27 i i : �� i NF / 4 WALL DRAIN , �_ ,;:. t� M ■ . / •.� _ , \ 30-- :: EX THRUST BLOCK FAA ,/ :4� 10:4 .- ♦ �,, AX,,--4:- • ,� „ 8"--- STM C.O. �� • - Y ♦ STM C.O. 9 �► . 1 � 1 min ...._ •Vi:. tom" '• ,a,\ _b ,.. ♦ \ ..�.: .., �.z-� - ., y� �� ;;-.,. ,a.��ra;,: �• ,,•. .::,,-�: .�.r t-- EX GAS VALVE ~\ ✓` , \ \ •� 1 tk• i.�4S. ;L.f'. .�t. 3 i `R ,�: fir ^. `� !1s►+ .• 1 7 s 'E .1,,,,,...._ SAN C.O. C `\ \ 11 ■■ ■ jj EX CABLE RISER AM"AIM. N. // ,� .. �� \\ . �`` "\� `\ "; < so 1 �:� EX TELEPHONE RISER �`], �, ` , i i < SS SS <:: :&:\%W$ " MH ,7 .• _ �.SAN C.Q. B \ _ „ . . Y`€3.a-, �r:e&aJ,.-3r..ic.<c'? .,.ks,•i't�#4"»t:is,;? a.•+.:•.x�w' ... ..- .t r.<ar:x ..::5 { 1.r. SAN C 0 X ': SI ; TM C.O. ; 1 y � f ! SAN CO. W VALID THROUGH 12-31—Q5 Y.am AN ”. \ ` •� 3 ..; f ,� •� .�. ,! t! "`SAN G.O. ,�U,! 1 SAN C.O. Y 1:,,__ \ 1 _�• _-:> •'� SAN C.O. L sTM MH 1 UTILITY NOTE .,• EX SSMH A i o F ,� \\ �►r �, ,� \\ \\ 1 i 1. TRENCH BACKFILL FOR ALL U� ,� - - 4 \\ ', \\ +Ff' \ TT UTILITIES SHALL BE WITH 3/4"—O" r \.` to,7, \ �� , ''\ . ROCK, COMPACTED TO 95% T--99.8 X 16 PRECAST t t .:� :Y - STM FLOW C•NfROL MH ;5 °` '1 \ ` ' j '-• t 2. THE PROPOSED STORM, SANITARY STORMFILTER4 � = f \ '�i�° •'�{I�}} �,, ; ► ' CANTERBURY ;4,',``�,` ,.. 1i� \ ic. t{ AND WATER LINES WILL BE S�M C O � t ``'► y,. .,� �' '♦/ SAN C.O. "M•!! + ' i ' . PRIVATE. 1 �1` 5; �4 `\`\ ` e k. 4" WALL DRAIN \ � t t t ,{ 1 II `\ ; + i ' ► SAN C.O. ,lT; \.-.,, \ 4.431 / t t , " >. _ z': CREST \ 4 VAULT DRAIN ► ; t , t t SA .•. "S" �, '�""'" 1 !'".'-,�' /4, !y� yy } 'f f \\ \ -!. ■ t • t t t �•••'• �V 1 24a43iR' '�A�i.`c .',t a/ f + Z } d .�.• .. t - .,, w.'? ° «v�. ,.kii,i-...- .tr.•r_,_ e. ,--'mac .:,,: ,, t t t i t ' �. `, STM C.O. ;2 I�_ ', ' , ' ` ...r •..-•.::.• -.�; +N� \4ft,• } • C` \ ,,j,r,'. fx t t / . - .}at v Y-`R14:;:" _ A,r,,,,..r-n'r.""1 �, `ro \ \ 's �� . t, „ 1 ,C.O. AN C.O. 4 4 -S ..... �,- 1 MIOIIIIIIIIIMIMMIIIIIIIIIIIINMMIIIIIINMMIIMIIIIIIIIIIIIMIIIIMI \\ \ \ � ' ' :.:a.. •, 'SAN C.O. N \ " ft SAN C Q ftr• ST'M C.O. ;38 1. w .... SAN C.O. 0 H • �. - _, , ,. ..,„tom, , vh k ,t ,- f .....•._m •r• v ,,,. .,,.,w.. 1 t , —~IP . *,ec:”. 4 le ..,7,,, illi S'A, N .0. "P" Ok w .. NII .„-- ,,,,,, ii;:. 0, \., \ \ . :' ,< C.O. 7 ► t t i 60 -41 4 / / 77 Olt , t ' , �'»... 30 DEEP �YiNC :.� ......... -M r,..---- �, i t , '"''' ' t � � _ < -. °°� rT:; ?. . ;36,E t ; I SS w ,•N , ,, -:-.,,, LYNCH C.B. .: YN H .B. 35 ,.�► COMPOSITE t r .,�\ . ,.' ,� �; t 1 t t ys, t NL ...,‘„,, .,,,.., 2 1. , t 5 C. ,34 t 1 UTILITY `` ' ,' STM C.O. 33 i t ; �■ Kk 1 , ..,.,„ - 411110, / \:\N\ `� .,,4 , � '�. STM C.O. ;S21011 t, 1 \ oli 110011°` \ ``°��` t t t 1 win A?:1 1 3fa '.r'1. 6�� •'" OM•.. OM w�wry.,r w•• •10 OM r w•11111■.•m w• .w ww www•ww • . • wr.rte.r iw wr w r •A—. w i .w.w •tr• w r• a• w w r r .■. wr •.•..wA•• • 4.w• ti \ \ (ri) , PROJECT NO.: 328-024 TYPE: CONSTRUCTION SCALE DATE: 40 0 20 40 80 . 1 IN = 40 FT 7 N:\prof\328-024\dwg\ENGINEERING\32824COMP.dwg - SHEET: 22x34 Apr 11, 2005 - 2:09pm jlo ., t.. ..n .x ..r 1,'D...;.tcx-. ....... ... S:* •:4, ;!.i LEGEND - i - - V fr; -- PROPOSED RIGHT-OF-W\Y :., - -«._..--__._- -- _...�..�.__.�,,..._ EXISTING RI G R-T Or:-WAY _ ::' - - 4, 4 - ,,;..ice: : _„. PROPOSED CURB AND GUTTER"w - PROPOSED CEN YERIINE - - - EXISTING CENTERLINE --' = - ti. - _ ;. STM C.OJ3o 3+70 26.50 LT = END RIM = 3 '~ Alik. PROPOSED HANDICAP RAMP r SIDEWALK TRANSITION 45' H-BEND 3+60 25.56 LT = BEGIN NEW 1 INV = 305.70 `4 SIDEWALK CONSTRUCTION ____REMOVE EXISTING CB 24.0 3 t I i `` .- °., AVfNG PR � r,. 1 OPOS A. II r 2.0' IDEWA -:. 2`x•0 CAP 12" STORM LINE AND ! ,,.� •• /. 10' SIDEWALK TRANSITION '` P� WEST SUITE 230 STlul C8 ;1 CG-2 ::- fr . ..:`;. .;: :; .. :... EASE ENT GROUT IN PLACE. MATCH / W PROPOSED SIDEWALK ST. STA: 3+62.00 17.00 LT. 5 WIDE TO 4 IDE p -- 9600 ry..osoemuwaua SS GRATE EL.= "� :::� EXISTING PAVEMENT. '� / `' a SW OAK 307.56 °� - � 06,..- iii atria■ u' 7+98 28 50 LT = BEGIN `,'' 12" INV IN(E)=305.60 ' `� °�'' = �� ' 8+08 26.00 LT = END SIDEWALK 4 PROPOSED SIDEWALK BY c.:)c w� CONSTRUCT 5' WIDE SIDEWALK TRANSITION , /,� TRANSITION - BEGIN 4 SIDEWALK b" OTHERS '4 PORTLAND,OR 97223 12" INV OUT(SW)=304.75 '► .`: CONCRETE SIDEWALK / 1 / EXISTING SIDEWALK }: .+ �) .:x: `f,w.a.,.u- .. _.,...... �t e..., ai.rs..;.-e.•tp„+M�.i*r.. ww ..w Es ,rT�.. er..�..►_ .-.rwr+:�-z�.w - 6.0 _ «wa..:. 12 DIP 17 29 LF, ® 0 5% --... .� •. ._.__ TEL 503-,452 8003 -- . ... � ,.�. +. .lry.#�e-._... .. a#' 4-'...:-. .., .. , 1} tTSr�-F+11�. .l!a .. .tr^"o . ,...._....< .� 3l ..,r:M ...,-..._ .,...w. _ .. : ..,::,. . yeiL!�....�. ...:awe/S.s lts�,A6.,.,.,,,.-.:.,..d'K�.-� '• ..m�k.ri.�•�..., ..-a..,^'!t...,._nc�..ta.�...,...�.rtS^..r�..r......�w..wL.�"+.'bias.a+r.. ,....,�..t"�.r�.-.......:.. ..v.... :ii .�".....' ..�,lei..'.".`r-.Y�"�c�a••Tt*`�ow:.a:.�..it�:��.,....�:�a..�.....�.J.1�.Fr,. ±' ,=,i 8+1 2 0 L CONNECT �._.---_ .._ _;�, ... .., _.._ . . : ._� : ,� ,... ..1 it... .«..-.._w_:..._....._..�... .,... X� • • TO EXISTING 4, SIDEWALK .._.� -- �, o .�.,. ,,: FAX 503-452-8043 29.52' - 12 DIP i ,ri t '�•� �►. � : �; ;� ;¢�;....* dr 7+?8.40 18.0' LT TO 8+14.29 18.0' LT �.�� .�: .;�� �.w .� �: .�� �:� �,� �sr.;,��: :��: �.:��>,§�.�����r.�:af. STM SEW 0 0.50% I 0 0 f "1 0 Q '' '= ° , ,,; CONSTRUCT NEW STD •CURB www.alpha-eng.com - - - - -` 3-- - ' - i - - - y� BOTH EXISTING CURBS _ 3�t00 --r 10 SIDEWALK TRANSITION-.-�.�----. G .,§.tog_- _. - ._._ � ...,_. �_._ 7+01.67 2 .00 LT = CONS�'RUCT 4ATCH ..--_-- ---« t` .....,. ___ _.,«.�._......-.�;� .-..�..«._« 5' NEW -���a-�--�; - - .-.�; COMMERICAL DRIVEWAY ENTRAN _ REVISIONS �� 4' EXISTING TO ,� } PER STD DETAIL 142 `� f . t 5+01.64 27.00 LT = CONSTRUCT >>, ®STM MH #1 COMMERICAL DRIVEWAY ENTRANCE STREET NOTES: NO. DATE ST. STA: 3+62, 12.61 RT ; SAWCUT EXISTING PAVEMENT PER STD DETAIL 142 MATCH EXISTING PAVEMENT SW CANTERBURY LANE 0 SEE LIGHTING PLAN FOR EXISTING STREET LIGHT REPLACEMENT. CANTERBURY LANE PLAN ,t '` SCALE: 1"-40' ' Q SIDEWALK NOT TO EXCEED Y4"/FT. X,< CROSSFALL ACROSS DRIVEWAY. w 0 INSTALL CITY APPROVED STREET X1 TREES PER CITY OF TIGARD f STANDARDS. NOTE REQUIRED CLEARANCE BETWEEN STREET Y: TREES AND STREET LIGHTS. i` ® RELOCATE EXISTING BLOWOFF INTO t` PLANTER STRIP. " t ® RELOCATE EXISTING PGE VAULT = AND TRANSFORMER OUTSIDE OF PRA` PVI STA = 7+7 PROPOSED SIDEWALK. � 4r,,, PVIELEV - 351. fi '` c: \�GtN* e 380 380 ._ --- --~- - -`----` - A.D. -2.17 . ® CONSTRUCT MANHOLE WITH SHORT -* '' 74• _E'P CONE SECTION. FLAT TOP :. K = �•8 MANHOLE MAY BE REQUIRED 130.00 VC _ #141111! DEPENDENT ON EXISTING STORM - "` °NI 0 M rn `` DRAIN LINE ELEVATION. ' • 09 o in t• `n A P4, -- 370 -- --_ -� - - r-- -�- r� 310 ® CONCRETE ENCASE EXISTING r r w Q �! o+o ,. UTILITIES IF CLEARANCE TO VALID THROUGH 12-31-05 II ,n to it II PROPOSED STORM UNE IS LESS v�: II 11 w r'3 x , > > I o w > _; THAN 12". *CONTRACTOR TO > w re)to II = > J , VERIFY CONNECTION ELEVATION, E=,i: aIIIMINIIIIMMIMNMMOMMOMMMNiiiiiii.M.MM a. w �t-$ >v w To WATER ELEVATION AND SANITARY 360 `! -t-w .,� ¢ •• SEWER ELEVATION PRIOR TO °: Z L`' - ON-SITE STORM DRAIN ' CONSTRUCTION. s _ ^fir „� PVI STA = 4+90 A CANTERBURY 350 , - . -- -------- -- 350 A.D. = 1.86 FINISH GRADE (.. . , _ 43 BACK OF SIDE •LK o.00 �1r r VVOODS 340 PROPOSED -- o 0 - �. C L R/W + N I S/W J cn `�' '� `� r7 1-541° ESMT 1 • i I < + II II II 11 ' o d- o > > w 27.0' 2.0' 330 --- -IA- II -r7- ..._____t______.w ------ w ._- 3 r,i F Y M I N" ¢ I Z In x w II EXISTING GRADE Z II w m > OTOP OF CURB EXISTING FACE - •. 5.0 __ 0.5 >v w OF CURB m � o w � 310 w �,, .. ... �__r_w_. 320 _ -- - _ - 2.0% ii 0 to Z-,% I PUBLIC S A 9' ,--� REMOVE EXISTING CONSTRUCT 5' WIDE to -S.x SIDEWALK STD SIDEWALK IMPROVEMENTS 310 .. ,._- -�= _,��� 310 -- '60 2 -'C TYPICAL CANTERBURY SECTION NOT TO SCALE 300 0©° -- - - --.- '300 °� �° o • w z ")o Q� II M II = �� . m zII mM� 0 8--z-° -«- ° I! _.._..._�_... - > M '- oV)aoZ_>> t/) _ : i F *; II0 3 Fe c.--1 � Uwazw� w ww PROJECT NO.: 328-024 11:01 3+50 4+00 4+50 5+00 5+54 6+00 6+50 7+00 7+50 8+00 8+50 TYPE: CONSTRUCTION CANTERBURY LANE PROFILE DATE: SCALE: HORZ. 1"=40', VERT. 1"=4' SCALE 40 0 20 40 80 1 IN = 40 FT E3 N:\proj\328-024\dwg\ENGINEERING\32824STRT.dwg - SHEET: 22x34 Apr 11, 2005 - 2:26pm llo y, .✓J v.. V• - V v a ■ V v ...V v v V v v■ v ", aM •j.�1PY•R•w •• N i� t• . '`. L� tip.� + s .-- yyr�aL3.aCw'.�e ss�a �±?. W q• N. �'. � N •z• `�, wo ~''� `�\\ *` CON TRUCTIC3N NC}TE r z x \ ,- W' a h \ try tl; � - � �sF::- ,4= .�3 ..J 1. f: a ``�:. � , A. STEEL CASING PIPE SHALL BE 36 KSI WITH `� � �,�', ���,� `t`,: ``�\ MINIMUM WALL THICKNESS OF 0.,3?.�al�!CHFS. a 2. CARRIER PIPE SHALL BE SU OF O 375 �WI HE ` NN \ Lo ' .,�y4 q TRIMMED 4"x8" WESTERN CEDAR CONTINUQUS. . . (/)d 7-,t>.,::, .. , t;:f, AEI \ ,Cyr {'` - .< IC.•••"! "•f ",.,1+:f`: '°� ', \.•�_\ ,,fir'. ` .3�' ts. N 1, / „., ..„...1. _ : .. `■ =, \ `, 3. CASING FILLER SHALL BE GROUT. ix st ;�' .w"v :1 : 13 \ • '▪ ~ _ 4. CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY }-`' `'` ` ` CROSSINGS PRIOR TO INSTALLATION OF NEW• i:, M �` .� � `°. r PLAZA WEST SUITE 230 `\ • �.` �,. �'°\ `' .. p-, STORM DRAIN. cn �.., ``? �' ~`, rtip;:, `~�' �i_} 5. CONTRACTOR SHALL VERIFY EXIST. STORM 0600 SW OAK � �. ` ,� : : z.r „,,..c1 f'`� DRAIN LOCATION & INVERTS AT POINTS OF \.,, . ., ., PQRTLAN D,t.1R 97223 (� �`\�\ \ l':/ //', � ;. CONNECTING WITH NEW PIPE PRIOR TO ANY „„: N. if ,� CONSTRUCTION. TEL 503-452-8003 `”�,_ `\ �; !,,.j, , r' 6• INSTALL SDMH. #3 AND CONNECT EXIST. PIPE FAX 503-4524043 � + y \ �`*,; 4 �., of i �....` ,, \ / �# �`' / AT BOTH SIDES, IN & OUT AT IE=286.52 AS itr ,; ,,� `.; `fj \ , rY ,, p• ;�: t: ' Et . jJg _ \ ' e M i , . ,_`� y:�; -�, ;�' ,�'`�r- '` 11 j /N 04--.. C ' •�>• = ": /, �' C,>r` ONSTRUCTION, SUBMIT TO ED MILLER, ODOT `II 11 !! !I' rf'° ERMIT SPECIALIST, C (503) 229 5002. r ,�` �' / 8. RESTORE GROUND SURFACE FLUSH WITH 11 r i- 1,.� ,r _ `=' (1:)?"::'f �' ; `'.�` `, ,!� ADJACENT. ADO SEED AND MULCH TO op so ti. f �/ _. �. ' �� ��, PERVIOUS AREAS. PLACE COMPACTED t/i ri ,-- t- t•. s ° �\ '' -� * �'� 3 4"-0" CRUSHED ROCK WITH 8" MIN. CLASS \ \ ,. .' x" . % 417- ,r // B FOR PAVED AREAS OR MATCH EXISTING NN. --„, SDMH (/\j �y*� # �`, \'.\ � 1 \�� �► / Y' PAVEMENT SECTION. al al • . 1Xs' ► �''' - �' _ 9, CONTRACTOR SHALL POTHOLE AND VERIFY 0 +» ELECTRICAL, GAS AND WATER CROSSING r r4; H #. ���- '� ;.,� _ �`< \ � �� °/SDM #3 r" ELEVATIONS PRIOR TO CONSTRUCTION. h�N. ``'� N. ^,\ 4 q,' , / ,�r''" 10. TRENCH WIDTH TO BE PIPE O.D. +2' MINIMUM. . N ' ! 4 N "\ 2 4 . �k , 16 PRA'(' s_. l‘) r„-) 0,, or) -N, N c•)* ' \`‘G I NE.L, * NN. -,,,. .. -. '''' „ , •.: 7, PE r i � 3 N ils`5 , ••-• ' ''N\ ' '1. ,(,.., . - GON, 0 N , *;2 NN . ,,,. , -, ' CV a^ ///i , —>--,1 ------- .\\\ 'NY)F--,co . 0 w* I N nit. . , , R;i4 / --.., .,74'' - -N, e+ , ‘v . \ `.. .•'--. ,� , t ► I� � , �,, VALID THROUGH 12-31-05 ■ NN .. -•, \' / / /w ,•',: / ,~ W Li OL«s '•N L3 i:\ ---- --\.1-N N i' M / N S„,. / \ + PLAN CANTERBURY SCALE: 1" 20' CREST ........ w w ...,, N N Z •• to -..,.,to• co IIIINIIIIIIIIMIIIMIIMIIIIIIIIIIIIIIIIIIIIMMIIOIIIMINNINMNIIMIMMINIMN w (0 O N z 00 0 ^Z Li NN II II 00 ~ ^N X °' orn `� x II W.CI) N co tnN � OiN NN. `✓I- 1-• N h I1 99W in N � d., N �,+ '00 ? 0 0 . ctt II 1` it N - N. II �r � _ � II www N ^W + Z o 0 o � � _ o o TO RM DRAIN O � 1! ..w...� � N it W W CO rnt!} � �- .-CID .- � 0Lri z z o o � � �, Z PLAN/PROFILE 290 + N V) V) 1� �- � + = II — o ✓' + M <L W O ELEC. 4" w SD 12 c� N ELEC. 4" _. -- z O — �.- — -- _____ Q 12" W �, / ' c.� to ST L CA 4 15 8 00 �-F 2:,.,,$ ,nom „v. , _. ,.. , f �j„ ?:-..''',.:,':':-.5 '.. ::` <,L. .via, .. ',. .,d,..ri��. "s 'r�t.5,,'� •R.' k^ f:< I�,.. , T4y �✓ r S"+".,r,^`i';,•T �r.",s. .5. F: Vim' ..+,ate- ��',• i !,0 Y �LL's''��"�p,� 'V� 4 t - -Y z M r.y.��a','. y,,:-,`,,,, , . r �. - V r+ 280 .{ . - .. -. .,� . ... 184 �� TY , _..z...=. ,.. 168.81 LF WA C905 PVC SS 8" _0.06 ® S=0016 • PROJECT NO.: 328-024 CLASS "A" NATIVE BACKFILL CLA'.S "B” 3 4"-0" CLASS "B" 3/4"-0" _ TYPE: PLANNING �' CRU •HED ROCK BACKFILL CRUSHED ROCK BACKFILL (:? DATUM ELEV DATE: ,270. 00 I I I I I I I SCALE 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Zo 0 0 20 40 PROFILE HORIZONTAL SCALE: 1"=20° VERTICAL SCALE: 1"=5' 1 IN = 20 FT 9 , , N:Vroj`X328-024\dwg\ENGINEERING\328024STRM-99W.dwg - SHEET: 22x34 Apr 11, 2005 - 9:42am jlo i i 1, .s„:4„..,:e j.:, • A: , t,,,t,,,....4.,,, 4 /I ,,, ,,,, ii,. .4: / ..... ..... ,._ ...., , „ .... - .....,„. , „... ■., '4, ' „, ,,,,,..• , ., _ ... ... .. .., ,, . .... . . .. .. . v re v v 4, V v v v-.,. v V . v v ..•fiv- - k...:.b.. ,.. , _...... _ - - .._,... ,. _ ... .. - ,., ,.. v v V ... v v v v V 4 V 0.' f.....''..." I rj '% v vv., .- V V ■0 ..,.. O' t 1 •' 111 i ..... N...'''l I 4 ° \ i I 1111 . ,.. i .. 0. ■ '00401, 1 r 411111 le -, ... \ ■,,s.. v. if , ir- Ili - Ilk 1111 kFrA t .,.. ---- ...‘---- :-...,, i . .......r•■•••••■••■••N ...-- , , ..,";i .... * -;:' N.,%. I , ■ IN ..-/ ..... _ .....-- ...,\,' ,..... . 3-:...f '.,:‘•'' I NI il 4...1.. -.... r . PLAZA WEST SUITE 230 _ - ■ I i t-.-.....,..... 1.--.. ......a /--, 4, •% ., .. 9600 SW OAK ‘ t - - „,..„ *:. ..... '''' V ..ie■I .. . ., 403.' * - ' _ - ■ ... ,..:,A,7.,....;7::::,..;'....:.:.ei,..::::.,,.., __.,,,_....,,•..---1 t‘‘..1‘ 1 0"..:\-- -. 1- .,'... .,:'.....,'„,..,,,:.4..,:::,'',.:1:.I...--:..!..,. ',...,./..„:„.„,.,,,1....:.., /;.„4.A..„.„....0-....0v,>,-**.13c)..... i---C) 11:,.....,,,,, ,..... 1 . PORTLANDIOR 97223 •• •. % ....4., ' 4' )il,, .. • ' ''' \ (1)e. - - 0 \ *.i ... .. •,.'0.1 . ...?*1..",:.-• t.,'" . "=N.... . . .,. . TEL 503-4524003 S ,r 3s ty ,• = N.,,, ■ ....--- -. ,,..„ • 4--?,:-..r,.. .. ..- A ...-3-- - ‘ ....- x\ cv _o • -... 41111ppi / ,,).,..,... ' .../ , ... FAX 503-4524043 - , ■,..... - .,. - •..1. .....''''' % .■. *' ''\'' 'II! •4. ' l 47; . - 4> 41111PSYSikk ..tts, ...... '\--i) A" mnivw.alpha-eng.com ■ ,-4p:, ...,,.--4- _- p.,...4,., 1+00`:a I ALEY B ., s.:. .: 11,,,-,..? ••,..„ :?._-_,A0)._•■ ......0000600 .11 .7( S4, •••Iv it,' ., 4.11!" 5+•5.49 ;ALLEY A %....,,,. t .‘ .. ..• Si - -,.....,,-.., . .- _ it..... / 4,i; 1.....r'q,a ell P‘ ,.... . ,,•. i IS 4/1 ...•• % % On , V,.''' . . 11.16.00.011101°. 1. \ •,.. '..'' ....*. A> li / 47 '.`‘i. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIMIIIIININIIIIIIIIIIINIIIIIIII. I .4 %3 1.:'.."' ..,....,. 4 ago' t w - , /6)(00 ''":-7.,-:-./.,........,41pp 44.,..„..„...- ....;r4)'• . i f) 0 1 :VI $••".' .,,,,,;,". szr ‘ .•..... NO. DATE .43 .....,.. ...,.4.-e.:,-- 0 ‘ \ ‘ / ..... .. / .,.. .., ... - - .f...-.1..... c t. •"•''' ' .----------- ie. \ ‘ Iii \ ‘ / \ Ix ‘ 4. 2: 404. / -A 44 ,.,:;,,,F.:,.. ut.., -,e'? ., \ \ t t 10 -.4111.11 0' 4 ''--.--- „:„..,,.. ti.....,:), .. i ......., .A ,, pit iit \ ..-k ‘,, 40 .---' volori t , , , , , , , -0 , , ii 41'w 41' .''''.. -.-e) r........, , ■ . .4.:4... . / ..... ‘ ■ _ „:1111111P44/ %1*/ 41111111p/I 1 ...i.'* apie.... 00°0i r..-.' -01 \ / r \ ■ ■ '').' .i.** A. All 4 `.;1.,. \ t \ O * , ..,......4....... . , , .00 .4, ,,. CURB RETURN DATA ...„, so , , \,... , , ‘ .00 it., We S444***..41r.,. ..., .:t. ".t .P.s. "%.. .> \ . ,.. .... 1 \ ■ \ % 011111%. P',,,.. .! 1411 illr I )4 0 ..;:: 5 ° ' 1.::."..*:;,..i.-......4 ir CURVE DATA TOP OF CURB ELEV. STREET STATION \ 't '' ..,-.. --._ .....,- ‘ ‘ t ....)."'`,“ '''........" St r , , 10 '!' 0 \ \ \ .1.0 .,...., iir 1 / Si i 0' PC 325.55 5+58.38 RT 12.00 \ :A. \ 0 ‘ 10 - II. i i i 4it N. .„„.:_::,.. ...... .h .1'1.".;i.,‘ -..Wi'lt: A = 9000') 1/4 A 326.15 ALLEY A , \ \ ...s. t illOW01 ft. ..,..- / r 4014p / // / /I ' ..;.,.,,. ......,...„, 7 : 55..(0)(,)): -1//24z,,,,, --33 -78...(iT \ -,..,.i. •4- *iv i ,/ , 4111.;'' ,I.S. .■n' lit* ... .)4 \ 0 / 4411P1% ' 1+37.10 RT 12.00 , Ni.4140NA L = 39.27' PT -32917 ALLEY B .. . ,: I * , ..\, ‘ * 411i. r 44%.* * CP - ‘. f--- ---C-r t i P.C. = ,...,, r %4Ip 0' PC 329.15 ...--- \- , CiL CURVE DATA , 4111110 I , . .... ....... 1+36.90 RT 12.00 I / 8+05.32 ..' . -I \ . -.. \ A = 89'50'20" 1/4 A 328.42 ALLEY B / r r ... CURVE# LENGTH RADIUS TANGENT DELTA • AO . / i / R = 25.00' 1/2L - 328.13 / / . r T = 24.93' 3/46, -328.19 \T? ' '' (..) 79.95' 100.00' 42.25' 5717'45" 441, / 6+32.38 RT 12.00 0 PR(re: -------P-1-c-C- / iii‘f L = 39.20' PT 328.49 , \ 41111.■.;.. i ALLEY A .-.';.-3 ■ , ''P. , Cfl \ 3). / c ' • - \ -- - ‘ ' . 1, ril V-, ,0 • t" 'ON A' t., o - 2 VALID THROUGH 12-31-05 >-• ......n••■•Ni■.•••NNNm•••■ I,L1 -Jo) -J r... < • (.0 7--------- --. 0 c`i Z t'') 340 340 7 II II N. Nj w .., , 0) W ili 6 / 0 -1 c\I + N 336 -, _i . ,,,, // pa .......„.---N 336 CANTERBURY HIGH POINT ELEV = 321.95 0 il / CREST ..) 0 7- HIGH POINT STA = 1+46.96 PVI STA = 4+75 .1- • , o> , PVI STA = 1+50 LOW POINT ELEV = 19.48 PVI ELEV = 322.00 J 0 W 0) --I / PVI ELEV = 322.25 LOW POINT STA = 3 23.15 A.D. = 1.97 to / . A.D. = -3.42 PVI STA = 3+2'' I1,30=.0&5R / 332 c. ....n....m...m.N.•■■••N 3:32 >-- .. K = 40.48 PVI ELEV = 319.0 r al al / _ 30' 70.00 VC / - 74-' ...... ..- A.D. = 3.86 , PROPOSED o o K = 25.93 o 8 01 EXISTING .- CL GRADE ±-'_._._j2: Lz' 5' 4' OR 18.5' PO - N. in (0 tt) • ---- DRWY TRAVEL TRAVEL DRWY ..< • r- 00 • , 100.00' VC + 'E\--i + (.,( 1 CL GRADE 7 91°1° LANE LANE > cv-Nj + (\I + 'RI at ...- .st to In te) 7 "5. 328 _ . ,-- to . ,-- V) *a...A II II II II ' 328 BLDG 1'--1 ---- BLDG 0_ II il II II , II ....-- 1- > ., 2% 2% ,_ (..) > 1..-. > In 0 0 > > LA.3 > Lu .. Cn' in cp it) 0 a.. .-I Cl_ -J -' 4•".................."" Li. 1:51 Cl- Gj Q.. -.1 w N • + (3) N d -I- c\I Li ILI ,...- 5' WIDE CONCRETE ALLEY A CC, Li C\I 1 ) tr) to /y 1 1/2" AC CLASS "C" OVER SIDEWALK 6" THICK II 1 1/2" AC CLASS "B" FLUSH W/ PAVEMENT / 324 c. II II II II• 7-- - ,-. 324 PLAN & PROFILE C c.,) > I--- > 7 8" TOTAL BASE ROCK 1' WIDE CONCRETE -I- 1.1.3 Q- --1 > id a- -1 .../''''' ... ... 2" (3/4"-0") LEVELING COURSE MOUNTABLE CURB A L.L.t Li ....- ...-.. ■ 6" (1 1/2"-0") CRUSHED ROCK 1.56/0- ---....W411110k,..........._ ....* PRIVATE DRIVE ....-- .... ....-- ,.. _ _ _ N......1. ,r1 __,.......... ‘ -' 1'''' -• .... '' . 1.86..-c.`' //".. -.---- r."'2.007.3- CROSS SECTION ALLEY "A" ........ / .... 3. NOT TO SCALE 320 _ .... --... - - _____, - 316 316 . WO NV 1+50 2+00 2+50 31.00 3+50 4400 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8400 8+50 ALLEY A PROFILE PROJECT NO.: 328-024 SCALE: HORZ. 1"=40% VERT. 1"=4' TYPE: CONSTRUCTION DATE: SCALE c) 40 20 40 80 1 IN = 40 FT 1 1 N:\proj\328-024\dwg\ENGINEERING\32824STPP-A.dwg - SHEET: P&P Apr 11, 2005 - 2:46pm jlo ..::...- -...•...-:...-..L..'..-,-..:--1....„' : :::. -- `-'-:- a• a LY ,, Le a. - •W, ... 1:10:4011111111 4.111 ,. 4.,..,. ++ .., AN.; ,,, , , , ,, ■■ , ■ ,7, , , ,,,-■ <.,., ,.r , S, C/L CURVE DATA CURVE# LENGTH RADIUS TANGENT DELTA AEI 0 57.63' 75.00' 30.32' 4401'44" ........mmmiummomm■me PLAZA WEST SUITE 230 * \\ \ ,-- ^•I *i";; \ Vie •.,..... 7 / ,/ / 't,. . ,44Y '1:k4' \ 9600 SW OAK '--- .,, / v , I 1 Allift , \ vik . ,.. ........ ...c. . .,-- I, ilk.4-5'1'18 A LLE Y, 147: / r .-• ' PORTLAND,OR 97223 \ .„--' I I I ' ,t.' *.k,e(* ' i II 8 II 2Plardrr ..,4 0 cp\ / i I / 7z.1 ° 1 I TEL 503-452-8003 \ / / 1 / / i 41‘ i 1 ,,,, I ..... ill i •,: . , ,:' tij / / 1 100 ,--'. 9 , y . 44) . : zo FAX 503-452-8043 :',1; P i .,. , , ,, / _ _ It 1 -,-,,,.:.7 \*. - , f\ .-- . it," wvinicalpha-eng.corn .' ,. ‘ z,z' )0, 1 r.. 4 ,..,a, „. • •..,4. .; 4.. "I i W / -. -- 4, >411 / .Nt ''' 4/ ,i - agf / CURB RETURN DATA ,_. rik6) TC/71/';17:11‘. 111111111111H:* **::'''iiii-.14.44:4;ear-------------r* .....; ... ,s,I 16‘.:!! 0 ' ...I 1 REVISIONS .- /- CURVE DATA TOP OF CURB ELEV. STREET STATION t /' - )c.:- sr t- V - 7 ' NO. DATE -.,--... ,.... . , /....* 4 / ____ Aft -7.,1. -)F ..-,, ..--- - .,..) Cl.ti / ..,..•-- c .... ,,..... ,,, ;.,.. 7 * A I. ilf Ili iii'%' . .:.---. ...t. .‘,..,. mop , is all■-„,---_--.. : ,411.„1.0%,„.--1-- a':It ® PC 346.28 1+51.15 RT 12.00 a PI i .41. if it 'wit,/ '''' ' -.. 7". r liit 00 ili .L = 9147'58" 1/4,6. 345.30 ALLEY C ., 0° -pi r r Voi * Ilt 41 1111r.:,,;.';':-..-- - R = 25.00' 1/2L 343.82 t vc .... I I ---..,.......____ ,... i ill ili ii i /11.4111111i..,''''''': -- - Z , i . •,. - 40 it r I r ii A ' I fit '.1."•=i---- , T = 25.80' 3/4A -342.17 2+26.11 RT 12.00 .I, r 1 •1-. ...*•.. -1---____________ t qr / !". \ IIIP' r i 1111 111 111111, 1 1r arpipA■ ...... ... ... . II 0 L = 40.06' PT 340.69 ALLEY B r r -,. •-.;-. .; ‘ ik I 1 4+,..7.1f.„;7 AL i* Lk -'-' ipriiiir---: , 44? , , ,"1 -,.i. 1+00.00 Ad.„...1tY B allIf / I i r,„__ ‘t- . \ ri 10-1- .69 A 111 Y p laitir'-'?:- ,... .."...---% 5+95,44 ALT* A r i ir 0 i trummAir .i.... . - 1 * 11, * i 1+99.?? RT 12.00 r k. ., 4;7.,. -1- .i. ,. i r r lit ar 1 4 4!, = 43'01'40" 1/4,A 328.42 ALLEY B .s.,... \ ,ik, ,........ \ 4., r 41111, r 0 1 A il _ R = 25.00' 1/2 A 328.13 .... i r VI 111 T = 3/4L 328.19 -.:.. \ „,. , - i i i ; - , 1: . , . l 11 I 1+31.36 RT 12.00 •,-, fikt eiti alp r i itif L = 18.77' PT . , 1/4„. i IN ALLEY C r \ ,i; N 7- i i i fil , , /V , \i,, 40 i i , ft , \ -4.-; \ 11 4 fill .................. .. - , ,--- , \ ‘,,,, .,- ., . \ . /40\ \ .,,..: - ....„. .:. I PR c._ ,‘.4,G 1 1■14- , ',a, 56) ,,0 • :" ON4 0 HIGH POINT Ely = 348.90 <` ''' - 09, ‘r• HIGH POINT SA = 3+55.26 PVI STA = 5+33.90 PVI STA = 3+00 PVI :17-LEV = 345.52 PVI STA = 5 73.90 A 1\ 356 PM ELEV = 350.20 A.D. = -1.91 PVI ELEV = ,43.96 VALID THROUGH 12-31-05 356 A.D. = -15.20 K -='' 241%9 ' VC A.D. = 1.91 II K = 20.' 9 4070C?.17C (...) 40.00' VC --..- ..... 0 co 0 >-- . 0 1--. >- 11.1 C\I • , • 0 N 0 an w --co 0, c) et o • + * _, __I.4. cn o-) 352 ____ , to to __I <n ri Id ri N .4. . an---i 352 v-- .. 0 Cn in II II II N. O II + r0 + LO L 0 0 in CNI ci I- > II C. + .4- 03 A. > L,_, ai .4.w ii I II II N pr) >-- 7.-4--- a. _J 48.5' CANTERBURY . , L., • _ - , ± &LI C.) I.A.1 (.) '4' `'" > ....i . ---- ---- Q._ W a 11.1 a_ 348 _____ (...) > < > LL, .-- a 348 4' 5' 12' 12' 18.5' o_ __I aci) . , -2.0 z X---- - .... 11...111 ell......1 . '..."....0.5 Lt., ,..-co . w . DRW TRAVEL TRAVEL PARKING CREST ,.... PROPOSED , • o w , LANE LANE EXISTING / rii + CL GRADE .-. . A N -0--1' \ -...i 97dt. BLDG . 4 al 5 5 344 .___i ....... ..._____ Am - _ 2% 2% / ___.::: I --- ''''' -iilWitl, -----------„, IIINIIIIIMIIIMIIIIIIIIIIIIINIIIIIIIIIIIINIIIIMIIIIIIIIIINIIIIIIIIIIINIIIIMIIII PVI STA = 1+32 PVI ELEV = 328.03 / Ilk-VERTICAL CURB / 5' WIDE CONCRETE A.D. = 8.20 / SIDEWALK 6" THICK 1 1/2" AC CLASS "C" OVER K = 4.88 / f, 1 1/2 AC CLASS "B" 340 ---7 . I FLUSH 14// PAVEMENT ... ' ....S / 8" TOTAL BASE ROCK Y < / 1' WIDE CONCRETE 2" (3/4"-0") LEVELING COURSE / MOUNTABLE CURB 6" (1 1/2"-o") CRUSHED ROCK ALLEY B Ct N (1) a) 0 ci 11.1 re) + In 336 /0 0 n o Q `A° PRIVATE DRIVE 336 PLAN & PROFILE cia- 1 47 N ›- 0 / > ,■5• CROSS SECTION ALLEY "B" >--cn to 1.- Lii u-1 1.." C4 >/ NOT TO SCALE 0 (4). li -7 L-231 132 o g . / 4 332 OIL6 w> II + +-1 • La LLI C) ■ / ' ) - ct / AA AY _ 328 7 nigo---- .1"1 ,L,. 0 0 - 328 44, 1+00 1+50 2+00 2+50 3400 3+50 4+00 4+50 51.00 54,50 6400 . .■•■■••■•• ALLEY B PROFILE PROJECT NO.: 328-024 SCALE: HORZ. 1"=40', VERT. 1"=4' TYPE: CONSTRUCTION DATE: SCALE e 40 0 40 80 in•■•■■■•••■mr I IN = 40 FT . N:\proj\328-024\dwg\ENGINEERING\32824STPP-adwg - SHEET: P&P Apr 11, 2005 - 2:44pm jlo , I O ■-• , ... .., ,., , , .., to .., .. , i i i i . i I , ' , , , , 4..,..,, , ..„ ..,.., C/L CURVE DATA . _ ,_. _ TN •V S. e I I 1 1 el hp i 1 NI I • ,......„,f.-. 1 1 ild be 1 i 1 1 .. im 1 CURVE# LENGTH RADIUS TANGENT DELTA e ,,, 44. •• ...i.; . . •1, ob.. V I I' NI Eli All II • 1 ... ,.,.... N 11 II 1:1 I i I. III . g 21.49' 37.50' 11.05' 152'47'194 , \44401‘s,..400::„.illi,...,., .:1‘s ./. , c. oi 12-III ri • .-.; Q, k: ._... • MI II III III II I 0 102.98' 75.00 61.46 76" 3r4O--:-. ..,:-:, e \,, „ ,,, „4,3 iimmuindlo Simmdinammisilmorm.. . AI_ . ..awilinimmuillummill C) 144EIMERN .••;;..-'..*:•14-44-'4";.1' ...,:.:.i.--.: -1..'-•-l'e4.."e . 11.v..,1-;.:4 vIk•,',"•"2. 'IV q.'4.•••• '..:A*-44. e•fr,: "•":•1:1,:t.:4.•-141-it!'"4:r, : I 1 (-.) 58.99 37.50' 37.59' 152'4719' • \ b " ALLEY "C" C,J I - ... , ,... \ `-... .....j \ \ I-cl; I I 0+ - 0 70.75' 75.00' 38.26' 76'2340": : - - , \ -,-",, ---4--t.„.____.,,.. , - \ I , 0 0 0 -•. (3 .4.4,... ,..„..; / , * ..:::1 1 -4-_.q) 00 i LLE C II LA bk*)( -) 1 AB a + * i....:i...r a • g A-, ..4. if - _,•"`T. *74 = 4....., i iii . 0 1.11 1 ) 4.\ i IIMI111111111•111111111111111111111111•111111101111111111•111•1111111111=111111111111M i./.1 "/A. \ ,4* \\\ I 1 1 I GI ' , PLAZA WEST SUITE 230 ‘ # \ .„ , 1 . : / ,z. / mow sosirst I CURB RETURN DATA , ,.... , .. .3 , 4 iin him urn aum me 611..11.1,1„.i. mi. ail ..„.. 4 : I ' 9600 SW OAK ,\,, .i.,,q, 4,44, 'Ns\ .-c --- CURVE DATA TOP OF CURB ELEV. STREET STATION . . . er '''' \ 011 11101i 1 PORTLAND,OR 97223 . N -t.1 . A \ 01111 t 0 PC 347.44 . . . . . . . 11,- 1111i .04\ 4°." illob 011 • I I 10+11.93 RT 12.00 ..,... t t I A = 72'16'04" 1/4 A -347.12 ALLEY C TEL 50341524003 4 #.2--At / IIIIIIII, r.A, * lik illi '1 '1 ‘ t R = 346.95 • ev i...iic, oil, # so 1 1 1 t 1 i • 1 PC 11 4 I-4'73-9. T = 18.25' 4L 346.92 4+70.20 RT 12.00 FAX 503-4524043 e • ... .,. , it.- --. t ts it % Iii k .z.„; _pa 1 L = 31.53' PT -347.04 ALLEY B % arp,.., k "1,1 0 1...` 1 www.alpha-eng.com e \\ .4t4, „X:s•'. k# Oh tit t 0 \ • "ITiif* ,i„NI/ ill kt 1 1 ilk * 0 ,, II\ 1\ 011,*Aga* 0 . + ..:,e'0 Or ' t Ix ti ° 1 0 PC -345.60 5+36.12 RT 12.00 . .,.,.... 1 01 • a i 1 II I° 11 41111 1 0 ."-- /0 . laso 1101"w- 1,-- \\, , , , 0 vi , ........ ......_ ,... „.....„..., 1 6. = 76'46'10 1/4 A -345.98 ALLEY B REVISIONS \ Oh t t 1 t 1 Wil ,Sigiliek,... 4:-:- ...." ' -,..9 I R = 25.00' 1/2 A 346.46 . .... \ •A. i ‘ 0 111 \si 1 0 .d... ..1111.1..!...- '.1,:e...114.•.'" • . t :7.7, __.,:,..'dr..- T = 19.80' 346.96 NO. DATE ....., % % 401 0 Ile, . ...,,i,.. cp ....- 10+13.44 RT 12.00 . lik IIII iiw \ ir000,„ 1 ! L = 33.50' PT -347.39 ALLEY C ..., Arj i% .,:,-;" coc) \ 0 ‘ it, Iti \\‘tk: 4°e\\ /0.6 I , i t t 1 lakiiiiilital ,r4o, \\ k 1 111 It lilk , . N '1°1 4,V} , 0,40 0, A.04''' * I :■;..'• 4 401Itp: N9 \'17 * N ego a al Ada s 0.-...-1..V.:7*''''.'.' 100.......„ ,,,,, .1111141,. 11.11114111illi'143:1111111111.14.A.%-ivl * 1:7T...,.......,‘,...,.,......,.. ittl,,,,,, , ,,-,,,,,,,,,, .... ,':,, 0 I 1 t ..... ;-,,.....„,,,„ 5xcbtl`. Nis; too 1111.':.-0,---1,- . '"' '..a' oc" -:--------------_,. ..40010.1 \ I fri4 *7 i 0 \ ...../.4„ ...„4„, 0 ‘10 0 ....,. .....:-1-,i4--- • -- ...-. , iii Ai +........ , i , , ,,... ,w;.- / , N 41:'41=1 111.0111111111U00"77.-.., tim44'-' '''s 1 ................„,---+0 aiorioaR c 1k:: '....,1 fila 11 rr., -.-.---- ,.:,,. t 1 i 1 t ...... 10 Aift, r 7 e . .4.."''. -• . .., '1, :N.;41:1t.:. .....-• 0 -S" ...mom Oil 1.111. 1 , • (r) .*.......„ ... t -- 0 % 1 1 % 4+9•..."'. ALLENk, ........ t t • ,t 1 1 11111.111. 1 ,...: •■ , 10 i 9.69 A 17L. 4,, 0------1 1`) .4"___---- -- 1 I 1 t 1 o \ ,,.,,, filL.111101 t.-- I.% t t t .....„,„...... iiiii Ijhips.i'' WIF 101 / , %. \x2`. mtobi,,.'s ISIk-. 44.*, / r.......-. o 0001i t 1 1 iriIIIIIIIIIIL-ww 1014111.114 i iller 71‘ ‘1 - t % t 1 i , r-- 0 111 t t t 1 t 1 k I ‘ k t 1 '-- • •• 0 1 : 044......j .:.0 ,uos 0, 1 1 1 00. . I 000 1110 1 bli. *OA I ii 1.111.1..' I • //// /lg.St„ __. , ,......................... HIGH POINT ELEV = 367.99 HIGH POINT STA = 5+69.40 c,. (,t‘G PR,01 PVI STA = 5+45 74* • 376 .-- PVI ELEV = 370.47 ___. - _ 376 .0 III _ A.D. 4.82 -o • :s(r-..°60. k . . A A ..-- cv 0 r"" 0 is, VALID THROUGH 12-31-05 372 ..______________!4_.*• N ; . *4 ,..,........ . .....** M PVI STA = 4+00 -4. KS) PVI ELEV = 356.23 II 11 II n Io...........i.........m..m..B A.D. = 5.82 () > A- I- > go.-Z08'0 > LLI 0.. -.1 W > Lu • - -i I.L.1 368 .... 11.- .."' --,.. \ ...- ....„ ,,, -.. _ _ _..... . \ N..7 .... re) a) \ CANTERBURY in N LO CO PROPOSED \ r--, • N 00. . Lc) CL GRADE , + Lc) + Lo --.. 364 in re) -1". •it tf) , - - ....... , '364 II II II II ---_, e4 ,..._ CREST 0 > F_ > _ ....., --.. L.LJ L.1.1 do -, EXISTING CL GRADE 360 PVI STA = 1+54 q. -... '' PVI STA = 10+17.69• PVI ELEV = 346.39 ....... , _ _______- 360 EXISTING /1 PVI ELEV = 346.84 A.D. = -3.94 e% A.D. = 3.00 - CL GRADE ........ - - - ......... , ...... PVI STA = 1+24 K = 9.15 _,. ........ ...-- ,.... -. PVI ELEV = 344.01 36' V.C. ....--V , 1/4i-00...t 0(3'31d _.- -.. ....- --- \ 356 A.D. = 4.94 *I 1..... ......... * .../.4 _........ . \ . \ 0) .4. et co ‘1" _ ___356 241 V.C. ''. . \ r., • • \ < ro co it .4.. > to cc) .- \ + .‘) + II ci.. rn a) -I- 'ct.' N NN -„.. - \ 0) 0 x--- >••° C.) I I • v•-• "It + 'ci" \ I I I I >•.. Lu C•I .._ re) II II 6 52 m )- (-47 r) (N to It .' il II 00T° \-- ----1------Er--- ---I„,t--4-*------e) 352 PLAN & PROFILE b . \ .., 5 --1 + _.,: \ 0-. LI a Lt.' N It a) 03 ,- ,, > > . \ (t) • • 0)> va. um.-1 LLJ o > , \ co • 1-1-1 Y II \I ,1 .4.....1 348 • 0 Lu -,, rii + i x Li , 0 348 + - i m d ,. ,-------- . " / w tr.- ,,,&. 2.. ,, .... 0 0 %C•- cc< \ \ / (.., ,...i. \ ' / 2-00: L GPI \ 344 ______ _ ................\,.._,.................................... 344 ,„,,,,.....,% .u`) \I N N N N A - 340 _ -.340 PROJECT NO.: 328-024 TYPE: CONSTRUCTION 1400 1+50 2+00 2+50 3400 MO 4+00 4+50 5100 54.50 6+00 64.50 7+00 7+50 8+00 8+50 9.00 9+50 10t00 10+50 DATE: ALLEY C PROFILE SCALE . (i° 4 SCALE: HORZ. 1"=40', VERT. 1 "=4' 0 20 40 80 1 IN = 40 FT 1 3 ---........, N:\proj\328-024\dwg\ENGINEERING\32824STPP-C.dwg - SHEET: P&P Apr it 2005 - 9:08am jto ,.., .,..e,4,,,,,4,,,,,,,,, ■,,-,. :, ,f• ,,,,, ,,, ), ,.„,, ,..,. ":,•'" ,--'' "' W'""."."" 1 ,- - k LEGEND , ., ,.. ..., , , ,..,... i4 h .„, re STORM NOTES. • f'.:- `1 Pl'a, '' ' # f; t}, ss›- PROPOSED SANLTARY„SEWER "2 - ;,.; ,, - ‘- 15'INFLOW UNE Iri ALL STORM LATERALS TO BE 6" -3 o ------ ss ----- EX SANITARY SEWER . , PER PLAN ti Mal PVC D-3034 AT A MINIMUM GRADE . w. 4- 4 .i1 Pi --- W -- PROPOSED WATER LINE A' N .4.gist. OF 2% UNLESS OTHERWISE NOTED. , , vs,MANHOLE \We* 0 r fi WYE FITTINGS TO BE USED TO 5 7,i.: -- w -- EX WATER LINE - FRAME AND COVER MANHOLE ACCEvS2 !.'St CONNECT TO MAINUNE. - ', z'''' „i, SET IN MORTAR SD> PROPOSED STORK LINE -_- :`, ... ,„-,`- ,- SEE STD. DETWLS ON PLANS VW i t-,' ,„, ' 11 V • ,, :4', ...)D EX STORM LINE .4i RIM ELEV 320.95 4 El TRENCH BACKFILL FOR ALL h' .', „ . ii 4.' UTILITIES SHALL BE WITH 3/4"-0" (4..t) AEI :,4 '„ PROPOSED SANITARY MANHOLE vi ... I AM*. t, ROCK, COMPACTED TO 95% T-99. ,1,--; ,,-. , r, e.i (S) EX SANITARY MANHOLE ic.‘ - 2r MAX rwl virv .4,7, CO Eldal tit' )0 Tr., , A' „,vitmrc-, v.;,r,,,..te,-.,01,,,,:„',,,,,?:;,:iNf:.fr...:,tf-f-W4r-Ntgroll''•ii.'"-',.-Igt-Xtsm-for wef,If'f,c4V6%.',7.f,Virl'r"' Di ISMONIMMEMIN.. ...... il; -Mt(W.Yr..Ir. limmu , 4 PROPOSED SANITARY CLEANOUT i=5 , PLAZA WEST SUITE 230 GALV.CHAIN 1111111111111:1 6.MIN. :-' 2001 CAPACITY ■•■■•■■ " 15'MIN. 1 t; i- ,-. ot",0 EX SANITARY CLEANOUT PROPOSED STORM MANHOLE ,-. SLACK WHEN as. P / ' , lil 9600 SW OAK GATE IS DOM14 .... / 1,,, kf, , "--i, (0 EX STORM MANHOLE 15'INV IN 4 1/2"BOLT ' ........_m.I 1E...313.70 ,,. (sTAINLEss LIM: 12'0 OVERFLOW PORTLAND,OR 97223 K, ELEV 316.35 ts, al PROPOSED CATCH BASIN now sun) ' ill _Iss 2.0 ORIFICE,ELEV 315.00 / 1 ';:' ' 1 .A, °: f., 5.0 ORIFICE,ELEV 313.60 / 14 TEL 503-4524003 I 15'PVC • ± : __la 1 'S D EX CATCH BASIN . MIN-ism I IRIL1 i" FABRICATED SOUD WALL HOPE CROSS PER ASTM D-1248 SDR 26 /i f•---, t-11 •,-f.e 0 PROPOSED FIRE HYDRANT , e ,,- ,;,, FAX 503-452-8043 1 1E = 0 V t 309.5. 1411111116, F1.01.....V / 4.' ,,,,,r...451 Ki . ik EX FIRE HYDRANT www.alpha-eng.com 4-'4.. ,:.... • TURNOUT GATE OR APP-to 30"MIN.--0•• 1 III • I a a -,g,,,, i PROPOSED WATER METER ROVED EQUAL. TO EE WATER- 3.-.... IVA :‘'. ',.1 12.PVC / 011 11. 1111 1- i- i- 11 CHI IN PLACE. ..•,; 4,',t.'''•'.,"1 / l EX WATER METER .0.1 ,,,.. FLEXIBLE COUPLING /I % \ in CIO $ . a) 8.• .,4,.?• '•• .fr. it,„ REVISIONS •,....., ,.,,,..• .; . 0) CO --1 -,.. PROPOSED WATER VALVE 60•MN. igt1P:'.:.:,,ri, NON SHRINK GROUT 1 (.4 , il• •t 11': ‘ 1111 tet.t. a N: STM C.O. , 14----a yi ,,,,, 5• N ., ., (TYPICAL) I 1 ,. t3 \ %Ilik 4 u)0) V)csj I 4 . I V)cy 1:4 , ,,,_ 5"MIN. SUMP 1E•• r" ..4". ' \ ;7) RIM = 325.56 , e) PI .- 'i 0 EX WATER VALVE NO. DATE 306.5 -"e N f ..,,- COMPACTED GRANULAR II 0 \‘1,, .. ill EA I , b 11 IN = 320.25 o .-, ,.- 4? of 1111),, \ w ........-4- -4'.....,‘,„: e 4 PROPOSED THRUST BLOCK 6"MIN._..f • •":14:.`i".`,#'•' ....;::4,, .:'e`m" .........f. - - +...-i- ,.:• . •evar MATERIAL RESTRICTOR PLATE (FOR tr) er" 4"1"•11.... `'$. FLOW CONTROL ONLY) / Irak ‘ -A I:, t) j RIM = 322.321. - - t' a EA_ - . . SIM C.O. ,17 0 ORIFICE DIA...5.75" VP \ .0 EX THRUST BLOCK 6"MIN. SECTION A-A tE.309.00 / \tA \ INV = 316.67 i RIM = 328.25 II RIM = 329.13 RIM = 332.85 4, t, A , , 1 , fou tint 30" DEEP : INV = 323.82 INV = 327.54 . u O. , 1 )::•,n,\ i FLOW CONTROL wat 2004 ti/ . r..... 1,,,,m:*;•,,t',$1-x•otrt-t••41,•'-';',V,'"Vt,AftNti■IWilff.-.14;),, ,S4111tAnT,"y)-fnflp9„..;,f:',,,r,,,,,,to,,,-,'' . ,..'f. 2 '• H-BEND 'c, \ :,.., ...,,,-.-,J1,-714.4. ..r..:;I:,...?.4,...i.. zi.ii,::"47.7r: --;•-:-••:-.---;-P.,'..),-; .. ."-.1„,:.9"-„?? gitariNWSOPXY.raet.. Meift!''''...:- -:.: I- MANHOLE 01D ..... ,.., kt, RIM = ...14.-:'--"* ' , ..... -1: - 4`.:!(?' ' INV = 315.90 - -'7 . •-1.1,____s_sa....---so.00 LF 1 r 30 4A4.9_7%-: -10:00U 1r-303401 :97%** ---93.79 LF 12a 3034 0 .97% SI. .......... ..... * \ N: d% •; .7.11a•I r, a. aa., *• ‘11 A lOr ' ,./glie' ,.,.ks 9,,y.„ .5c1.L....,.....___.\,„.„._„.„.ALL.E.y.10 .1L.... - -*. I. ...,7 -...\,./ ....._____„.v./........._....) w...........___w.._........... „,...r. , / 4,"„ o- • .-,v 1 --* , $,,, '""' 1 \\ / 'Sr w <i), . ,,,- -4, N. A57- -------w---- -1..„.,.... ii c'.. ,..- 4,4*. 40 .,,,,-- ,,k... r ,. ,„.: i•••...,,..,•,., , 2-45* H-BENDS 1 . --111- -1 4NP maw F.,.. ,-,mu ,,,,,N, ' go / / >C, I \ , ...iit /:" . , .., / ..... \ \ \, .;.joi"...711,,,,, /...., E. cl) 7,.-- - . a, , " itc, 1INV = 321.40 0.: 1 a, ..... < -i = !....-•-• r... = = / - ,-.3 / / '4.* ' 411°' m 04 4: ..s 0) .r., el _ / / or a; it 143 01 1 I P 4 al Jig a i,: a , :,.. i cn N U)cv Cl)rt- r-, LYNCH C.B. #18 - 7 / ', .t. - • -- --- ,..,. , -- ... 4 41/ A'ill'', 4400e,AK x•-•,'1111' \ I b I I I i I I b II I • / "%"'s, * \ \ fe.:Lai RIM = 328.95_I.;Lii. La--• 1.....mm■■■■=. I' •-, • 41111 *\, e- J 11111 " 30" DEEP 111111 1..• WM WM MI / j_YNCH C.B. ,10* ,,,,r,#) ,„ 1,, As' /4, STM C.O. LIL1, fre i -mill-;,.. in STM C.O. , 19 ..,:•--4,-% 0,4 RIM = 319.4f3 - Aaii.t . , . ,- \4" WALL DRAIN 0 PROF& I, 'N / 30" DEEP.) V , ...,.. - „VP' /1,, RIM = 319.99 RIM = 01A 2% WITH BACKFLOW # 1 N / / "" STORM DETENTION Tif 4'0 0V. i INV = 314.32 .-,.. . ... . - ,..,, \ INV = 324.75 i''-' , -4- .A R. A PREVENTER "..„,..., <<"‘G *_, r • .-001..:.,,,"Fr / N\ MIN 11111111 AIM MN ilk ill .-‹- ,"; ,,) ilk ill MN IIIII 41. N\ SIN C.O. #2 - STRUCTURE #8 * .•- ,,,.. „/ 43 / a 01 I I \6b \ 17 ' 12" DIP 0 0.59g 310 LF 72n CAP , -\ ' 111 , , , ?.\ 't.``,; cv . .•• 1 1 I .„, \ k RIM = 309.30 le'"'' INV = 310.50 Aa ..-,' of. • ,../ / 1 \ \u'id‘4,, 1 I-- 1- • e" 00Ne .0 ,c) r 45* H-BEND le -..i, 1 < < ., -J 'S"" N *Ott<ifi 1 STM C.O. ii20 mi., ip N s d «Ni ..- • o ,,,.. STM 13' #1 (CG-2) /1 INV = 305.70 -z.::" Vdxii3 / . , 45* H-BEND - . I .8:61/1, ,R415m* H.-133E4N3D.651 a;11 I, --......,,, /9 A I ..-- NM al a r,i a;:,-; ,---1 ill <(''41, \, ST. STA: 3+62.00, 17.00 LT t/ fcb.I1'.„, / ,:.' „iv' .,.6/ 4k. s. ,/ e \ INV = 336.00 . fi) 41111 NIL a A PS‘ c..\' GRATE EL. = 307.56 s. ., 4" WALL DRAIN) e) ...1 , . ... --.cst- .c%%."' -:'-•,-4'4 I li fr_4, At,df„ = 319.66\-7 IC. , t INV - 337.251 b II II RSTKiim .C.03.4:2170F : ,RSTI1404A .C.03.5f2380_0 7 Iris, RSTMN .C.03.51.3902 1 , • VALID THROUGH 12-31-05 . d. -x .....1. . 0 2% MIN. q./..e.4 0 \\ t.- , t%i w W 12" INV OUT (SW) = 304.75 - ''• -...t. , ..e- "/ 7 .0,INV = 314.01 ' . 4"rkk..,311111.1amiiiin CI L4 ialit i, IN,t;;;IV uoi.,.. ii INV = 346.99:C%it4 t:111 ri INV = 3,9.64 i • -.-.•• ,...11 \ /1# ' Vsvirs\// e , 1 49 .. 4) • . ."- ' ' 'WM -I-Ai-17 ' ... . 44. ,..•.cr7....t., ..., 4. --., cwtarr.,....:. ,..,. - -•,:. 4.. ....," -1* -14-.4,41-. .... .....„... ., a....."?...7.1.. \ \ .„ \ A ,/, , . , A.,y- • --- 40 e..... , , -' .,fr/N?". \ ..- 4-.,:. "..,.. \ /4.-0.• .....ii- IIIIINIIIIIIIIIIINIIIIMIIIIIIIIIMNIIIINIIIIMIIIIIIIIMIIIIIINIIIMIIIIINMIIINI 114 .... 0 1- 111141144/0 0:0 46•."."M'it4***0 *0:64E .. r - ..,),,. .,'..... 4., i..V.; . al .4-5?. ....,:...., .., ,,.. --, ,) ....4......, estav, ..t.., .,... ....0- ..,...1/4 • A34 AS) 4;) \ cr , ' 4:\ ' - <(..o.. s ., - ) \ ‘-'441. , , *V ‘14P■.. QtAr'-'--------\di ---1AI------ -"ALLEY "C" -if--66.18 LF 12" 3034 ka Irr----. . ‘64),_ iiiibt,r 4' / A. , ,:,,,,, A, -4-- , o- \\ , ...., \ ,,,9 -9, -,.._......._. / • ,\ ,..4„ / - ....... •• _ \ ' /' '90 > ... •46) ‹,,,, :i?` i <es'-S i < SD 1 -< D • < 0 • -,,, / / // 'S - ,v s - \ 40pr r -,,,,,.,, ,,,- ...77.92 LP 1? 3034.0_4.00*--80.00 LF' 12 034 0 4.0**------0 4.0%- - ------4 -,.. '-; • 4141,./ / ,,,,u. --,s• -,. . 0 (.7?, .44;45.- A:- . / ' ,/, '‘.„1,0_40,A \\ MN ..., / ,,,k . .,i., _a• . .4'. 'Ito' // . , ex, . 4,,,,,,!. NJ. ., `I% \ \ <9 1. .•••*7 LYNCH .B. . 51 - - ------4x.--...,--77,- ,, , ,... .....44 ..... F .,-. < 11 I LYNCH C.B. #29 .,'- .- . go -- / , .,/' ,,,, %D. ...4 . ..• eep ,/ * -i::.. "PL. , \N Zo /2\", STM C.O. , 21 401\, "..•-;:-..k* 439 4..)6) RIM = 344.62, ' -'-4'--- I- '1---''''''11 ... . • RIM = 354.18 -...---- \ ,e/- /, z,,,, RN = ' :.• -,.,-/ /. 4140, 30" DEEP g.. 5 "' 0 ;.t,..,- . ,, •,. STM MH #1 \ - 40.,, ,.. ,... „ . 4,- AP / /1\ '' / /A, STM FLOW CONTROL MH #7 / / i. INV = 339.52.:4 ire 10,' 30n DEEP \\ CAN\I>, . ,......, nr .....\ . ,4... „ _ ,, /4...,...ir (1., ,,,,, / a c.1 ii iii a iii a -.4,e,. \ CONSTRUCT OVER EXISTING LINE ---..\ \ . -. .,.. .... , , ,,,,,. 60" MANHOLE PER DETAIL THIS e ,. ,a..‘ -;,...".:'• f • /, Or TM cr)•.t. cn , . ..:, ir. H-BEND re) e) ' '. .‘tt• .tei-- / .4"- • 1 . 4 SHEET AND CWS DRAWING 010 ON . , ..:., 12" INV IN (E) - 304.60 10.k7\kF 6- )34 0 1.0t0 ' ‘ -444-- -, -,g? A i- ,_i) ,, • , , \ 40* ,, --:-...4,, 4/ , RIM = 345.84 b I I -0 II I ..:. \ \ -w DETAIL SHEETS ' <1. Pi-19. A s' ,;•4N,N, • °-4 `tr.' N'•-') ' , \\ . 4 \ In....• 1. EX 12" INV IN (SE) = 304.70 12" X 6" WYE 4,'-,.."``-- 0 %,?0 <,,,,, / -,9 \ RIM = 320.95 e .- '„..0. \\\ INV = 340.681:111=1 !... in. ‘ CREST EX 12" INV OUT (NW) = 304.40 . 7 (‘'''O' \\ / %v*,14sh 1 INV IN (NE) = 313.70 0.01%, ...., • MINI IIIIIII „. .....„ 4 ;:tv? '4,evro' 'Isru-4, "~ 4.4.,..,.. - i.... • INV OUT (NW) = 310i 4 s, ir f <0 11 e , \, P.,0 /_ . ill ... .p \ \ u,, o,,ff IVI:' 111-' 4' 4k \\ 's-f.x OM , ....., 1 2" INV OUT (SW) = 30'. • , 8' X 16' PRECAST STORMFILTER #4 4.,-/_,IIP . ‘ Of<I), •Id tt 0 ‘- ''''' \\ dr- s)(1) .?- ,11Iii A=. , , , 01111 t 4: ‘ RIM = 321.00 iir, (A., '' Ar„,-,--: ...., , ...: , , 4 .7 , '114,11 I \ % ' \ .",-. ... . 6" INV IN (SE) = 308.60 . \\., //4'4)6.u'r,",r \., -4:;-7k.'. # Slit elk 1 .... 1 i t ii .e; la ' ' 6" INV OUT (NW) = 306.30 k., _ /N ' . ' IIIIIP 4000 ,. ,,. /./ frp 4` '1..** ''' 41 ‘'.4 11111 3 # Oil FA', ‘ k .. . . . N. . 1 % 0 °. li ja .1 r ;% % % 111 z. \ i,,,, 4* .„ • /. 0 . ..... w, oil , , , VI (..4 olo , --- ..4 ,.\ : \\.\\„ Olt SI t.--0 , t)t 1 awk ,,I W. . \\, -'„ . 'N,„,. , 441k, \ \ 4" WALL DRAIN OP' \ 4 *`;‘‘s, • ,1,- , 4' - -. ‘STM C.O. #22 ,..,-, 4p ..-,,,,. .4 , ' ../, 4/ ,,, \RIM = 347.73 ilia t ---rn, ' I 0 1 _ I.) , Veli / , ..),4, \ , ‘I °- .... r.... % , \ 0 2% MIN. , \ % (6 INV = 339 99 II i , STM MH #5 • , • ilk 111111 1 .... % fri STM C.O. #37 _too A. 38 71 RIM '22 367.80 / i * 1111 .....-....v,:-- ,... , -4-.:3;;,7 d19 48" MANHOLE PER CWS N, \\1/4 . \ ...< - -.Q. i 1 1 DRAWING 010 ON DETAIL SHE ' \ ' '- -.. AN. 41,, \ ■ '-. '\ STM C.O. #2 s, .-S: / ,./ t ..'",'s- \ ( 1 ‘ 1 1 i (.,' ipi 0 in YN H.C.B5.8.r3 iiii . _,P.,‘ 'it „Ittl..., ,,..3.,5..8.53 s . ,, ,,, % CH .:. i 31 ; ,. .... , RIM 3 . Aka - -.) a 3034 drt 1111' ,i,,, 12" INV IN (NE) = 308.90 ' - -,..,_ %.tb # \\ RIM = 346.30 ,.t.• / . iiii It 0.... rot iri,‘ ,,..,„ , .,/„....... . ., 2.,_______11., --14. --.>----- li .t,,,, , „• '2-45'H-BENDS.'. ,i- ' '''t RIM = 347.15 II vio "o i 0 0 ... ot r * 30 DEEP ,,. ..f.../;r4P. '1'. --82.06,' t.'.b.____..-------,,V.-------- 1- -----;••••;:-'''' lir ...„.... STORM 6" INV OUT (NW) = 308.70 \,, \ -....,., ...- -t-,..- Ab INV = 340.35 Atig , \ '‘,,„, . 30 DEEP w 174 IL. , ... .......0 4 i 4.8,5w . „....,..... .% *:-. ' , ,..,-...--- 4.1,,..44 i 440**010 s•'la,1. * . • lied 4.,.....r. .,.. . . • 3034. t sci„...--!. .,„..„ 4. 1 .,..„. ..... k 12" INV OUT (SW) = 309.20 \ ‘‘.,\„',. 4 .a• N.'. 13- (tt \ ''''i: 1 (Pt;tf), Alloir STIvl C.*. 4 'd'sr •\ ' \;,:,;....,, STM C.U. ,33 'tax * RIM = 356.52 dikt::vit.000''`.;.*--- ---an-0° tY 1-t-----i:--ev-\re--- i,,----,--:-.. , - iii riv.-4 % ...-- - gi w -.a I lit 1 iik DRAIN 41r-m 0,' 11 .., 1. -0. 0 • 1 \ . •' .' :- r 4,, .., it 1, ( A 'Is' b .‘,.4*-: 0 44o • ',' ...Al,. y ....... I S ili ....reme,„„rx.,„,,..r.t. „ t:::'''''''..1"1"..... "."*. T.'1 (It• ■ ''' -N RIM = 351.80 ' \.,„ • ---- 4 4.45 401, , if,): \ tli 4*FI BEND lli _ 1 INV = 351.20 .„,,- .y ,e4'71'1 .e....-- --, _ ,freo m..., .„------P41:3-• _,- . ..........°- -\ ..-- ....-- , ..... , ,.,... .„,,,„.. .-_,....a ,, ill',...% % % A --- 1 - - (S (f) ii tat % ttt t %it \ % i 111 • \ \ ' .-, 40';` ' .1.°P 0 \ J. , ,.., -,,,, 0.? ,„_. '',, INV = 346.48 it 11 .i., •-,,i...1.1. fl34. 0 4.83%,- ..............',..., 42..!.. t--- - ,-' ' ' - _ ...;,-: -,.....1 % tri i A 1 ‘ a)--_, \I v. 0 r % 1 P LAN ,, •,..-- ."- 4b AV a .,- 'VW i .. "•11-xl, .4,4,,,,7iitvz. 127 •::::„.......‘01-- 42;;Iar ----1z.,--,'',..- ;low. 141-.4 f.-:,- --,-- t 0 101 '\ *N4, 0 , .., • , r-.1E-444.444 ..,.....43.1 1 8 ...I .....,,........... .....,,,,,,,,..,,,..',,,i .‘ .....,,,,,,.. ''':.■ 0111 1 is3 i . . 4110' , , 1 7 Q• \ . \ ,, i, i . , ,,,„ 4, • ,, ,,, / goir N, .A, --44•.15 LF 12" 3034 . ' _..4 _ ,--r"- - I ...1 c t -------- 1, (ty'i 0, ; , 4" WATER VAULT ,. ... i ••• A.t < SD .4.44.0 ..-,4 ' 1 * \ N.\ LYNCH C.O. #24 \i"..4, ,,,,,,„'-----117.7..--*----.0 4.83%---'----" -1: ••••-•• le •„,•••.,-..;,,,, fic:4 RIM = 360.12 k at.:e % I I • DRAIN 0 2%, INSTALL \ 0' , , .., RIM = 344.02 24 (t, 4rNp. '''•' p -.::- '--- ,4 r ''''-: ''''' ' 5 1 (4,14 4 \INV = 354.67 ‘ (.0 % I a)5, , RODENT SCREEN ON , N.,...00,12: ,\\\ kt-k -,.."\ , .... 1 \ 30" DEEP 4`-‘,:'■ / , 4 -----C- rA,......4 „.....-.. '-z-, % tft tr) ‘ OUTLET \ '‘ ' jpo STIvI C.O. , 32 r rn• s --I.- ._t 1 1 •!- gig 1 .•.. - % , :',,,:\ ‘44.k' ` ' ':'_‘, ,.-,,.,.. ',. 6 ttii / V• / RIM = 349.57 i 11 41 0 k ,,--, - •'7'...to 1 vw, l I a)r- 1 \\\ i 10P , , . ,, . -' ', .4," , ) . / / ,, 45• H-BEND 1 4:4' I '4, . w„% INV = 344.30 I a) 1 i i , .".. , ...., • ) s.`.• 41140, 40P ol 1110 *„. II woo 1 • -4 1011 \ 4116 l• , ,•.. , 111111". \ 414\ '• , N,>.,'• \ \ .' ‹:\ ' '***; i. •, % Itie .'4:'N, . • \ \ . •• lif . \ \ PROJECT NO.: • 328-024 - \ (21/11111 „ ,_ / \ TYPE: CONSTRUCTION , DATE: , v : N SCALE 1........ . . ...... . .m■■ •N \ ?:4 1111-111 40 0 20 40 80 \ \ 11111111 IIIIIII 11.111111 1111111111111111111 \\,, • . III.1 1 4. r , 1 IN = 40 FT , . NAprol\328-024\dwg\ENGINEERING\32824STRUdwg - SHEET: 22x34 Apr 11, 2005 - 9:20,9m 110 i„,44w,Wst. ?, 4!!"-„,',,,' - , ;--,,4,,, ,_4,-• ,,, , ,,---:--' - , -,.4v.,,,%,;,,,4-; 4,:4,, 4- 4-:, f, 44. ,_ ,.4 ... -, . q 1: LEGEND ,t ''' -ss>- PROPOSED SANUi-AR'Y SEWER .1, 'T1 ..,- 4 kr 0,, „, --- SS ----- EX SANITARY SEVIER'',.." : --:: iil : , : - w -- PROPOSED WATER LINE ft -._ il ---- w --- EX WATER LINE •:- -:- „! -- --SO>-- PROPOSED STORM LINE :-7 " so - EX STORM LINE 1 t''' ® PROPOSED SANITARY MANHOLE kt (1) EX SANITARY MANHOLE ; 4 „ ..g.........m.....morm.■. . , • PROPOSED SANITARY CLEANOUT : PI' , . PLAZA WEST SUITE 230 e, 4.4;;, EX SANITARY CLEANOUT ,... 1 , g4 PROPOSED STORM MANHOLE ;,,11',..' 9600 SW OAK ,!; w„ (ED EX STORM MANHOLE PROPOSED CATCH BASIN ,.-,, PORTLAND,OR 97223 tt/ . f,,,:, .,;,-, :.,,, 0 EX CATCH BASIN q. g, TEL 503-452-8003 FAX 503-452-8043 1 AC PROPOSED FIRE HYDRANT ,-- , „, .'"' / it i,... ki :'44 i'm. EX FIRE HYDRANT r www.alpha-eng.com i • ' ,... PROPOSED WATER METER ■ • i' / ,,,,,, lk 61 EX WATER METER ki, li REVISIONS . $' 0 PROPOSED WATER VALVE , ■ ,aik 101i aillnii A NO. DATE al I • a w,c or, EX WATER VALVE 6, - / 111"-, ,.-. PROPOSED THRUST BLOCK ,: . < 5 0 \ ,. , 4 , f., t' 6e / % ■".0 \ % i4N LOL ‘ ‘ \\ 0.‘ 1111.AL Z rz. ...A')."• :.:: „..",* , , 44 EX THRUST BLOCK / s r , . , ;.., _ „,,, „, , , ...: , • • ,„ ......„, . .................... .z<cll.', b t7i b I') -.','•.r'v-,-,,'r-,•rmkr•Ty,,,,47.-c.,•.,,,,,L„,.,r,fkgr.,rQY,W.,,:tr.ch4t.t.V,,Arrc,W,•7•7,,i01:g.'*1-;or tt/ 10 iii 1111 ' 0 til \ ...„7„, ‘ LA 40.* 0, SAN C.O. "G" $ RIM=322.41 ..._ r it st.; '4 C4I' -WI j SAN C.O. H* .N 44 ctir4r...eisSAiNCili..0. ":7...,:ita, -.- :c!ii b0;!uiej, SAN C.0.1"Aa444J110, ” ft ‘ c itp2.2...)! H-BEND 1 it RIM=325.62 RIM=329.19 T E. RIM=332.76 1, SAN C.O. F \ .A' I r IE=318.50 IE=322.07 1 I A 16=325.63 ! vs I/ Aso *IM= 1.46 ,,,,, ,' * ' IE=314.93 i 22h* H-BEND \ \ , ,..1,..-.. r..„.c'E'!•Y,..-gingitMEENZEM- .. :',1--74, .1.7,.;,.-.t%., • ,-•-•,...-- . ,,.,,• sy,.. .p.Y,„„: -4#-.2-4.--....- oiecr•---A---1.11k4Vigiata ! t.I•X•1111ArlikilitIFIELLYSAwamprimmmeiwa Mr P SANITARY NOTES ,i g . . ;,..-,, , t- . 4Vo. lE=314.20 u>„,d .. • ' < ..i.• - -,. 11- m ALL SANITARY LATERALS TO BE 6" , , ;...,„.s'- •,..• - -#r 4 • ''' II 4, - . A \-7-' PVC 0-3034 PIPE AT A MINIMUM ,„ .4., / ..., ,.. A )• .> "--.. "-"*"--"-'"-- --r-i i 1 , 1 --'ALL -A A - 7---------- -1--4 4- 4. t 1 A - c- rrAIN 2-45' H-BENDS i Ir'llIlr„.. 1....SEW......-" I .1.2w.L. ..... a i....-ansii ,,,, GRADE OF 2% UNLESS OTHERWISE r 1 . / . -4.-- • ,••• _-,• t•,- •„ , .„....- r - ._ -1701 IMMIIIIMV111411111 ; - ; "..., ...... UMW. e, NOTED. WYE FITTINGS TO BE USED // // , / / -,,,,, . ,,, / = = , i'r : S. 1 .. 1'1 5 ,-!-....,, .-4. „ n li., TO CONNECT TO MAINLINE. 0, ••• . ,,, # / = , 104 n _ ',:, ® / ' 4.: • L-s: -- : w . ii / • , / a A I i 1■1171)4 N TRENCH BACKFILL FOR ALL - i.. / j: 1 „LP L.., , • / At /0 .:-..11 . / ' ,,, 4'ill, , / , .,.... ,, , -.• SAN.. C.O. .1E. ” / ''.: 00,'. ili -) I ,,, „......., - I 4 i t•I b 14) i =.3,- A 1.. UTILITIES SHALL BE Willi 3/4"-0" , . / 4 i ai i 11'1-4=0, ,, -0,:!;79: w wire' *.i. ..... a I .... ma in v ROCK, COMPACTED TO 95% T-99. 0 ,if k'', c,■.,c? ‘,.‘Gt N 4--(c, * ■ _1•:' "I 11 I .. ,. iiii I t‘l-la" iiii Al I NM 1 -all 111111 1. 11.11 !' /I/ '' 1E7312.51 lirs?..,,,, .,,,,..> 011:1111111 ....• * ,-• , •-., ,,, ...... , ., 1. ;,e.1;4.-:• SA C.O. "K" rio .. ' :. / / ,...-:- / 1 ., . / i I!, ', RIM=332.63 -0 • 0- GON , 4) / . \ / . / , .. / ,,,, ...-"I' .t: t\iti„: \ • -.1.. 1,. lE=324.00 <1‘ •* ,`, os i 'I ,')\X .- I • aii MI IN MI dill illa III In in ‹•,.$) ., sgC>' . , , / ,, ,,,...Apy \\\ / -, / / . . ',..i: NI 11111 IR A P. /v/ir I 1 1 „ i. 1,/ # SAN C 0 D " / ---. ' 4 '°' . . , . ::, , ii.,?* / , \? .(% \\ ..+,-. ...1 VALID THROUGH 12-31-05 \• RIM=320.35 .,,-,...c.' ..,- 'g,' \ it)"*T4, AL ., 5 n \ e vr 45' H-BEND i %Si A '' kJ id is al bp n id /,‘ 4k4 4535 IE=312 5 ''''& / AO, 1%4)(;- ... \\ -9i. J IN V=334.50 -. /,..., g 0) AN C.O. "U (7.)*. Awi NI a z 0) ,co III ali ,,i[c; „ lir. ,.. • al alk. (7)Ili 4. 11111 11111 0 • I& AN al 11, 1 I ' • RIM=344.34 !SAN C.O. ,.,,,, ■ .: \ I ‘ k5 ' - . s # '4 RIM=349.14"W"0 b.A II N LI2j 1 Nim \ l' `)," .,...:-.:•4 , ■" / Air . • e . \ ., ,„‘-',› / --:-......, ',., ,-..,,, . ., ,A.., Ni.# \ _c..,,/0, ,• , ,.. , ttimc, Iminummeimit 1111111111111.111 JIM NW immis ampi onimmens on I 111111 irl MO II MI a ommosmw lim mom gsmo mom woo Am- ' 1E-337.16 amsa.„,„,„c4-A aril lE=348.21 . . Ai" e ,. 04 .. , • .- . /Si , ---- -lipiel652ix. PNOSKINOMARgitUggistreMEtraNnWra Effiltriaftifi \ \ 0 V , ,// .4./ . Ai.4 / _C., , 7.31 IS 8 303 ' le NM ‘ki %S1 ,,1.. / Vc., \ \ 4,11, .. ‘rit' .,,,, I. co''' '41 ' --------- ---ALL .1 IM111111111111/ ..6:b \ % , .. -,, , A ,_ 4. 14, ., , , , , 4„, .„. / _ -6, , ._ , s Acoro, , N. . 91, r ,, / / 0 ( -- ' / / \ \ f:Thrila,11 fr-44 . ,;1114.11 •7W,I I . 1 1 0,-.1"alr9:. .mine'l . iWir \\ \ / / li. ..e.e ...e. • / ,s, \ A <15,131,3.. ,- ,. CANTERBURY , s , ......t, •\ 'V./ IA, Jr:4- .'" '',... < SS / / S . • ' ,4, 7 etiri 40. 11 'NN / '4PVINA K70.- ,-' 4 i SAN C.O. "V"pro% tirlmfirimill arnA: Awn :Emi ,s, , * ..'.'?"t , 416. \ - 41,7 41IP 4 1.- .. s . 4" , iii r v...., v ,, ,„,, RIM=345.86 I < 1,.....1\t‘;:1477-!:\ :\i'l ...i 4= = . t.'"-* ..4" --I CREST 416, .L. iv 2::::::Ar" •4,4# Rs tAmN=3c2.7:8 3c „ 4* ,. 74 - • , .,,,- , / .,,...,' . 4, „-•' , ,„.. * - „ „ ---, , . ...i, '4/ SAN C.O. L • , • z..- 4(c; rn *a N = = IN- aw- 1 I rn z r•.• 1 b 11 ---- = im i ,.• cd w .cd w (%-0- OA .s. / , AL, IE=337.78 iii 1111. milli 11111 all h. ail am N . '-'• er - 4:r Ar,Az-sr „ 00, , , #1, -4 -- ' 4 le 11"41A, a :11/: 1111011111111111MII \ -19:0+ Si, r°- / \ w., 1_ it SO IIII p ; 14BEN5XRV.E SAH=AK-N11EM1TN.OL54:: M A N H 0 L E A ,, ‘2 14, /A \ \ , e_. ilk..... ' 91111 1 41L. \ vl '1)% .k. filb MO t 4. -- # , , 1 ....i. ‘ \ NEW 8" INV IN = 11.32 (E) I \.' 11‘," \ # I, t % ..::' REWORK CHANNEL / Vii: - • ' ' # .11111 .. . , ill VI .... % t 111i ::',.., \ / i .0 % 410....1`44/- . Illi all % lii 4.:ria,. \ AilP 1 t 0 ' EX 8" INV IN = 311.2' (SE) " \2-45 H-BENDS • * 't ..5tt •' •-• Y 'N/10, ''' % % CPI " t EX 8" INV OUT = 311.0- (NW) )16.. ',..,., IE=311.59 . . SAN C.O. "Mu fili t I 01 % Ag, 0 ,,, \ 0 cn 1 ... ,1 la ;:- , • A zi ail 111111 rill. 1, ilis Vill • 1. A ' ‘4,,, e , t.r. RIM=348.27 40 , b. • 1 .0.. ',0 it . 4. ' i tz % SAN C.O. -r. ki milar4410.14 , -,?...,44, . „A."' 47,,,, „ e ,/; lE=338.20 % 1 I cr SAN C.O. "S" r 1 , t RIM...367.77 '4'1 N.: V Ai INV - 311.49 -...\ , 1 1 10 1 aii., c.;:fil 4 if\ AirwRIM=36 .97 .P. -.4 I IE=360.55 1 SANITARY ,A,,,, \ ss ;. ., , sok • , i ..6 I VA" fb i .Illi ..11. I E=356.55_gert 101 , \ ••,,, e SAN C.O. "N" \ RIM=346.51 Ac .• • ..., • 1 I 1 % I 0 0. i t#1 111 'N C.*. "R" w 1.-- * •d• tn 0 0 rii RIM=359.87 i 1"...4 Saiv 1111,11.1 .1".."7:;;;4-.-- If** "' \ to . '''-- '•-, -,- -..4. ' .-•,•,_ „ # \ 451-I-BENDS ill'. *. ' ..., ,Iti : ... .. o• ••• •- % 1 1 --.. 1 k VA-P. k 0 *0 k ill III ... .r„ _ 1111E=352.55 111 -..,...sie,•' " SEWER 0 1\ witakilltX r f'... ' ' '' a iri r. 111 VA *WPM .* * ••■.- . 111, . .._ 1_,......_ .• (-1--- ,oti, \ lE=338.62 P ‘...) 1 w - 00 _ ,....;;;...4-..e:e. 1. . „owe i ., ....---- .. ...•r 04, . b S. R1M-355 77 i PLAN , dim' •Ilp 4. / / . 1 ...-.1 ,.....g" '.... T.. b- ' -1----- _4100; ::;------t'-'1:" ;Is vi..33 \ ttt ,..„ ..,,,,,o.. ...... 1 I % \ RIM=349.52 ...t., W41L ‘3, t.--.00,,,- yak .. ,,..4a.1 . __10111,1111••,,,,.. ...Ft 1.33 (6%0. 1 % li .,e / ,,, t 1 4 -- _.,-- . *, i 45. H-BEND -4 RI .0.1-- ...i. ,'I''.':'• ' ' . , . , • „.A .„..„,,,,,,,......„, ..6._,.....1 ir , ,.., .„, i r„,, 5,, , __in . , Tiz ‘ 1 1 1 , '4 --16 v.-. 44-z-' '- licilliar - 11Fir ''51P°All - - A •5,3 to % , 1,,,1„. _ , '0.1,7,''''''• ..,.. 011010116.1 --0 ""'" ■ woo WI b .(e4, :‘,/t ,r., %,.., A . .4- gS, ......4.,,,,,,... . -.... . * 1 • i 11 OS 1111. \ ..I 4* , . ahtrill a *s.- . ,,, ____:...-- . - .0101111111 I 0 1 ;11 al % t4 -Wig , -4. i I) \\\'‘ • M: j ' , ge /1\ ' i % 1 r. •,',•"., i<6 ip:::;, z , . ! , I .), so. 101 1.,_ '',..$ .11EL T-11,4 -,,---1. iii ilgi V.) 1 • "jpe t I <41 / i \.,,, , „.... ,,,,,, 01e,:t e.:..t.:,,, _.,,... „--------- 3,,,.....,. 1.7 it ..0, _......... 1 u b ‘ -•": 0 0 % %% 1 % t4 ... 1 I I 111111 61..--. S ili 1 \ 4, ' N, • NI\\ '',. .,, 4400 / It../ .. ,/ C2 '' SAN C.O. .re • , , . . ........ i ,,,,,, , ' ..„.„ -, \,,,- , , ,,>,„,„ 4)9,b, ,1 RIM=351.95 7.t.*3 1 ..---,' ..-.-• -0 - ._,-, 0 % %.„700 I i 1 0 'I:0 OP .\ ' * N Ay,, 1/11,? / 4,11)/e H-BEND (4°. t, tt r 2 1 % .1111111-- ‘', ..,.\•, - -•.,\:--,, A - , lE=344.64 SP IP,. .1 'N, *'t ''.2/1 Vriitib, / \ I 4 4.'' 1 ti li i c 000 SO \ \ \ '... 4.v, „4. , 414 4/ . illi CO 7* 1 IL Ns , r- t WO , _. . S \ o i 7. „ 00 - • .. log \\ (••.....1z- 111111 (7) PROJECT NO.: TYPE: 328-024 CONSTRUCTION _., __ DATE: SCALE 40 0 20 40 80 1 IN = 40 FT 1 5 NAproI\328-024\dwg\ENGINEERING\32824SANS.dwg - SHEET: 22x34 Apr 11, 2005 - 9:52am flo ..., N, N. 1 LEGEND / ss> PROPOSED SAN-:TAR Y SWER tg I--. )-- ,,-1 ------ ss ----- EX SANITARY ,.. (We..rt-: :--, -- -, . :: ,,,,. ,,,!4-,7tY' ..,-41:' / i kl' — W — PROPOSED WATER LINE / F''' 11 , 1 =,-, te . / ri. -- W -- EX WATER LINES. —-,- -, - :-111 c,„, I tl, —SD>— PROPOSED STORsil Q.,NE:,'-,: 7_--- , . t, , ,.. / , ,,,,,,: — So — EX STORM LINE ii . ..„ , ,.., PROPOSED SANITARY MANHOLE ,,t, AEI / ',7:. / : (l) . EX SANITARY MANHOLE v ■ , , PROPOSED SANITARY CLEANOUT ' , ,... - EX SANITARY CLEANOUT 1 PLAZA WEST SUITE 230 / ,,,.,, I e;`: ; ,t,l, • PROPOSED STORM MANHOLE 0, 9600 OAK . 1 . r- , , 0 EX STORM MANHOLE P 0 R T L A h..4D4W"ra',55022R8 97:20 2m 3 / ...,.---,, .'''.-A _ — 4• 1-"'"*""lr"*"'""`"'"*"""' I - MI PROPOSED CATCH BASIN ,6 I , • 1 i I 1 , ■ 't c---r\ , , 1 i ..4, I :,..,„ 's, 13 EX CATCH BASIN gi TEL 50 03 0/4 _... 1 I , s 1 Wilgt 4,4 -,;s:F.4 A - ;,, - 10 ::•,,'Y -1 -1 _1 .ittNi . s FAX 5 40 3 // \ i 1 \ \ 0 ;.; I .. I .z: '-.,,,, 8" TEE AND 14 1 I. ,-I • i I I, ,,t IX PROPOSED FIRE HYDRANT 1 ,,,f,. ‘ ,) 11 ''. i •. , -. 1,, . ';,. - ,, 1 • 1 '-'0 `7,4 EX FIRE HYDRANT i / 10 Ili \ 41,., \ iiiiii\ It ..e.:716., 1 Lt., - ...,,,xi.:( :., 3-8 4:7)0,1!., i'i VALVES 1111,,‘'I*:::. .,,,.1,,,,,. I - ...A- ..1..,.., 4;9 ,,-., o PROPOSED WATER METER k '; ■ . Ilil \ ,,,_, lilt f4 \ -1.:,.. -.1 •4-34 4 • ' tv / ‘ * % 0) a) 0 v I • a EX WATER METER wvnREVISIONS a14614-'01EPN3S3S ng / , .,...„ \ ‘ ,..:..- ....,L.,1, 11:,,,.-` tzt-evh,11,effie) ;11:4;7697''. '5:r4.1".fj.:Qt;::~;t:..t. .: •. 3*::&t:t "‘sam;*'"".l'*.....ii/ "... t11"."")E'1;' -I* i q t 0 PROPOSED WATER VALVE ,L / -" \ (.7- •'...7 4... 1414441A1............°4 < SS „...._AL. ;._ iv . ink .pa < ss < s,Sit 0 EX WATER VALVE Q. DATE . • .,,, .,::,-iv ....,,........:v."- s ....„...:-.42___<...sa...... SIM 0 4„ 04 6 II 1 I ' / \ /*/ Or ..:1,7'' ' 41-- V a • V W ila 1, ,... "..., •:'. V a a .1,4 a Ili 0 ,.. iiiii..... ,I1 izaraL 1 Af PROPOSED THRUST BLOCK EX THRUST BLOCK ; -? / \\ / .......... .,-,, ,iimmort r,g mii w.... I fil , • 1' •r:Ir: r "11111.5M-1"" II \'''‘. r'Fiwilia-Nlimm"" 1 ti um"' WWWW1 WNW. ,s, v.4 .,, , .">c, i "--'"I III . . / . # / \ ... \ .i." i ,. . --,-. • •?., ___ - __ 5 ,x -, !.Ye.,r-r ,...--,--- :r,, - --- ,,... ,,,,,T,,,,,,,T I A 0 2 --"' STEI 2" =LOWI-OFF 3 I - .- --...:i / 1 I . r- = •--, ...„ r•-. 1 • / 4,' . NINII\I\o iiii 0 IFA is I I it • / / • • 4, '1. ) .1 v) I I. BENbS I • Al ill ..) i 1 • / e. . ..,..,.. i1• Pr. * .T...N .4;. 6) Al'I \ 4:." C011 1°W 1 I '' S., I ' I I I 1 I / I -X., or.kji . ••••• MOW, WWWW wsISOWSW , L'*/ 4 41111 NW: la A ..4 lin 1110 km 11111 agg kw I. am 1 .„, - ,,,,,,,,.„,,...,. / 4401164ts 0 ' , h N:-.. f et it:#' (II STD FIRE HYDRANT ASSEMBLY , . I A , , 11, ..4.,. .;,,..t.....; lAio, I I I i 4,4 V . / / ..g2.F.It. A ° " SEE STD DWG 542 . . ;',t- , ki e / .-,:si., --- c.,,,, . ■ . / ,. I 0; WATER NOTES: ,...! . ,..F. ..,,-:::'• ,4 , .: 1 I : ,-• / * ...T, :9;* Nt4i. 4 / . , // . / ... .--. c-, 4 4, ...,, c., ,, .4, ,, :4. ..-, A ("1 all ! -, I 1 A NcA_OLL.ilowD0ATEF),F.REsuENRElcsEss jTho EBRE.4s; , › ., \\ ,.... AM 1111111 illi MN AIM MB . IND III ill Mk / # , ,", , liell‘ , ''' . -.. • , \ \ 22-i BEND ,-,. . 1 # :,.... ....5, . . • ...-,..., • MI , ,) PROreco . ...:, 1...--- A44 it \\\ .... I 0 0 al IP mil ei I / A TRENCH BACKFILL FOR ALL N t /t4 ,:"/TEE AND II • II • io 1000 . i . 1 Iti ilok .... ..., ....,..9...„. .. . ., , \\ .... 0 . AN a M MR Ai ■ III NI. All 0 UTILITIES SHALL BE WITH 3/4"-0" t 111' 74! 'Eii ' • 4. . 1,s. *. —;* ..... -d'.." GATE 71rl'A'4,0 .,-;..1 . .:.%. • it Lt" a a lilt • a ir • 1 ROCK, COMPACTED TO 95% T-99 . \*;...,. .,•,/.:,: -4. 'or" .„ • . . -.... itt- -...r, (y) it... • III --/ 1 MI • 0 1 IM • • . , III 45J B 111,11, I ' A 40. :,. , ....„ 4p, 1101, ,... 0 in lo m . lo m no m , ..-:.:-.. Ai, \ 4 • : ii 1.1411 6 ' a . ' 4 in in 4 UCENSED PLUMBER REQUIRED FOR ,•-: . / . 4*4. ---,.—euummilm svolikimodinfraiihiamm RauxamilfiriailLwA411 1 iA -4.- • *- ON \ . / ;...;;; , A ,:„-,,,;,"' r*- 4 4, - 3...• 41. gr. „, 11114 "IP.. --z. ..- ALL PRIVATE WATERUNE 11 ,. . / , , iir/AL / 40, \\ . .,,,,,,, --/ I .-it ----:, .. ., §24.f.Agax.gagrigto •*.. .:i .Wi'i abVINWPARVIZEISMibinif i:r5 i litt-‘)P -iz 4, 1 il c(‘ . . ., .. 43. CONSRTUCTION >, oat lz- \,....,::: ., EX. . . \ / 1/ -444°47■5/44 AP; v1( \ -,..\ .\ A irr-9/&) ‘'11:41:,, MO IE ; ' 06 LF qi C-900 11111111 4, , 7,-,. , ..,, w 4, , u-nLITY >< / \ it'• . . \ S It' IP ?.'' /4/7 .. 11111111116... _ t.:f' 'kyr 4 .. \ \ # e \\ . _ — — ._ fn A ''':',k,._•. VAUL1# / \ / --., ,,... c) / ■ N. lop\ ,i‘.....,...5, .‘ 401,4..,..•.' 2 italliiiiNavain El ______ , „ . . , , , ,o. .=.. -I • < „sil . , 0 .„ . , . .„.. \ s aa < ss < ss ., / , \ .1" \ # 1.4N\ ( 144' 110 s■F ''"-. 4, i 1 ' -1•: 4,:tv,.,, ,irsi."71:4--.:vo.tk-t1-'4 ,,,-,-„-14-ftt,,,, ,-;,:04:100,,,v..:,,,..,:. VALID THROUGH 12-31-05 \ s.-to.N.,---,...:,, / ' \ .....ii:' c.P. . 444N,, 4$p* -7c2/ raw,,....,.., . ., ,, ....,, 5 , , ,,,,„-\.: # 9 .4t ,A._ . ... g / k*: .:\\\ \ 4,/ .I. IF I N ;11:.6\ . kt .4; 1- 4 //"', 1,,ii:,. .416 A,4101110, g STD DWG 542 o o ...t i g., :5 A Cs1 ' FIRE HYDRANT ASSEMBLY --1. , .9 ..- . 4404‘ itisi. . .' c-) , ii/ l -.4* 0 iitc, . .-4. 74rr , : 04 77.- .-7,-,.*:. IN ill 111 I \ .,:\ , • %, 400 . , \ , • \ „,,,,,.., ,,, 22-3* BEND .'' I 7,,,...., '..4 --.? i"c• 46 , , l'ilk i NSTAL 1 CAIrrlik It.,-7-; 4 / 4` • Ab \SEE 1111"Aok,"J',/t:- ‘r,lito"'2 \.. ,... "I'llp i N4:,.-, i i i I 22-3' BEND (....5 :;,,,.. iviev., -\, ., , ..,..s. :„-- .. ....... ........ ... 1 •N V ° +". dg' ( "` Or \ , It fi.:'' ,, as imo low au Eli aim km 11111 .t '31 / ...\"g■ \. ie \ 4 \\ 40 I 4)\\. .\\\.\\:\\'''' . , •4)■ / \ N N., \ .9 4/ / ° N. N. 'i it. 0101 10 .'. I , . . , , ,,,, ,,, N N N,:,,,,,,Aly . . . 4,- ,ti ,/ . \ 40 CANTERBURY 5 ,..74, \ „ \\ oe 410' ,, ip,...,- "I,6,/r N al t 3. . ; -,-:`. 4■ . . . - t 1 -.4. \\ i -,,,K . - 6, ,,. A. 011 1 1 t I 'q1' \ / ::: Oa III t t t ** -,P.,-. / N\ ie / , 4'4.,. 't; Eik # 4, Nt ii.tt(A0 iiiir • , , h."I ''''.. 1 % ■ ‘gt.; .-,,s li 111111 - v. *..;:' 0, % # t ttItt t % 0 ' 1 . ..,,.. Si 1 FAYDRANT ASSEMBLY fill • It 111 III I \ I CREST ,i, ' -.z.,, ,, e., •• ., ... --, sok go 1 • ti. . 4 . .., . .,.. . SEE I DWG 542 . v • ..e'• / 43' \ 1 1 0 Ilt \ 4111t1:1 .. • , / I -..,,.4%•',.,„; Oil AA \ * a. ilill.;*''''' (4 , t i 1 0 , \\\\ . . ;zi,•."P• \ \ t pi, 0 , I 1 1 40 \ tzi--, OA \ t t 1111 1111 0 r-VI solotorirt . 0 Silk....IIIIIIIM14 ,-,.:".---* '' • 1 ..,, 1 \ \ 4 rs...,,..,,ca.,/...::::,11,1:,3,...A.„:,:.-?-. 4/4 ,....,N4404.10riT:a .0sTD" sit; .......:„...,_„\\, !..., , 1 a lb,,...) t y. gig .1 11 1, . tri,""•:..e• ...,,.........,/ 45' BE 'D . I 1 k 0 0 1 1 \ 1 1 0 1 .......•■••■••••■•■=1 \ t 1 I& ..... , - \\\\ 41+ \,;,,,,,:,. 1, \ , ..,. 4.a.„,••• -2 , -. 2-8. GATE VALVEIV*4F 'v - .A. 104 ' I • _ \ .1.‘ 0 ipi 6. V ,...igi 1. 1 \ - ..k -s 0 V t•3 t :100"1111.11 INSTALL 1"I -RV I ik■ \*-k, `),) . , ... 4-: . t t t 0 • vr‘cn ‘ ti ...........-40-'.... .. 4 IlL1106 . 0.00111 1 % SEE DETAIL1 -901 ,, \ ■•41 ',, `'..,,,, A . b. 1 t t II At 0.... 0 1 0 . .v. . s , i 7*,v.- ** 5 ..- 44"------- -- sow woo.0 igroow ,..-1,...-. . 1111 r i I ..“---, * - , 'eue ',<-. .,.:- 4 ----w 40 \ ..?:=`• ' 1 ;31 11111 to,- ,.....,,,v: -,....- s v tiogliArik..,11J1111111.1111111 ° 1 % 1 i .. _ me...v. .„. NI I CONTRACTOR TO LOCATE EXISTING 4t ,.. -- ....... go -,-..:' f- 1.r1 I t • 1 WATERLINE ACROSS PROPERTY. OWNER • i.---y 4/.4:%--/. 45* !...".=,,,,,:32... *4 ' ..c, ri, i --r.:,:-..,::- -- - -_,, 0 t I • I I \ \ ■ ' '`‘''' - c,,,,, 1-- ,,,N, , . - ,,,, -4* tt:".. ,. Aak,i los ..,..zs--,,,;....,, . < Ss 0 -.0 010111 t 1 12 riC I I TO PROVIDE 15' WIDE EASEMENT FOR a 111"- -.,..,-.: ....„ I WATERLINE PROVIDED THERE ARE NO . . 4.i• ■I..••• • 7:01 I I I I I le"1..0 a r'.;10'"1. S S., 1 1 % 1 0 1 1 I WATER CONFLICTS 1 1 % 15' \ \ \,,,, :.;..,,,, ,,,,,,.,,'.• , , 'Yv. / N4,461ir ss .1 ..... g ell Is \ t Ct 1 f• 1 I t 1 t 111011.... 1 1 I i t ....... \\ / 00.4 .0.... g 0„oil 11 , ,t 0 A ...... _ , t 1 CAP _.X N _ - I = I it WATER .:4..,•- /i„ ,,/' ...- ,is..‘ . .,... 0 1 1 I / \,, t * I i 1 ENDS AND ABANDON IN PLACE \ \ \ •40--N, -N • .-...... / c) t ct ' i t N 4r..Y4Ilih,„ / / N / s g % ‘ t 000 WOO 11111 1 i DOUBLE CHECK VALVE '6 ) Adik 'ak\ 4 ,,,,q i: NOS/ • ,........ / ...... a .-- ,, ....-A I 1 1 row° 1 P LAN , , 1 11 I _......."1100 in ASSEMBLY IN 687-WA \ ,. ..-, ,....:::: IV 114*■ir - . L. I 11 - 1 iii . t 1 , > al -.,.........„.....Ew.X.. 1 • ICA ix 1 0 b REMOVE EXISTING EASEMENT \\I I ',AULT I I VAULT STD DWG 532 \ -... ,. / - •t`...- .400 br..-- 45* = f`Lit''' ...: i --",' 4 %' - - ,--... t 1 t kt FIRE HYDRANT, - 111 % t m * 1 ,,,, 1 1 ' i I .. .......: ____ ........__ __ 1111.1.1 •,, N., • '''"'-':i4.: 8' WET T' * . 4011' I , z > METER AND • I 1 -..,„ ..-. .,,,.. i t .0w. a. --1 M VAULTS EX. S TALL 1 I INSTALL 2" STANDARD . -. PIPE RISER i X1 I BLOWOF PER - -1. DWG NO \\. \ N.',„ v"--..!,,....,,,, ISO __ ....___ ...._ _ ...___ ......... ......... ..._ __ — -- - — -- ....... ....... a I _ ___. __LT._ _ _ ___ _ , - - - - — - — - - _____ ___ ...... - 11:''\II\ 11111"..:7111111)'"L11.1:4mitirill-1-7:11.1'1.---1';".‘11111111-1111 -.- I. ------ ILIIIINI 1.11-- E 11111111PIX. i 570 AT END OF 6" LINE \.... ..... ,, _ . ... . . ......___ ___ ________........,............___ ......k.........___ ___ _ . ..._________ , \ 4„, ,,,,,, ,,,...,______ G —..-7.7.---......:==.-G------------4-7.-..-=....-73---:,..---...------- G ------- \ \ :.'' „..,...‘,,,..., :: „N Jr., — — — — -- ....._ ........ ....... _ _ ___ _ . . . . . — -.... —— — --.1 "—LI-••••• itj ....-- ..--....... ....... ...-..... ...... --- — -- — ...— ,........ i iti4 ,,. EX ....,,) ..4. 1\4E:TER STD 6"x 2" SENSUS FIREFLOW \ ,;-/ \\\ ., . .., .. \_. ,.., _ — .... ... GROUT & CAP EXISTING 6" WATER LINE ON --.-. . UTILITY , ,.\-.:...:_z. -::..- "--- VAULT METER ASSEMBLY WITH FIRE , BOTH ENDS AND ABANDON IN PLACE. (PLACE ,.,. BY-PASS IN 5106-3-LA VAULT. . 2"X4" MARKER AT BOTH ENDS OF PIPE STD DWG 525. METER TO BE ' \ \- , \ SHOWING DEPTH TO PIPE SO PIPE LOCATION INSTALLED BY CITY OF 'TIGARD. •:-,\ , • \ CAN BE SHOWN ON "AS-BUILT".) PROJECT NO.: TYPE: 328-024 CONSTRUCTION / ‘Pc, \ ' '''<\„ „„, \ \ \ cN, DATE: SCALE ...... . ...... . .. ...... ... . . . 40 0 20 40 80 1 6 1 , N:\pro)\328-024\dwg\ENGINEERING\32824WATSP.dwg - SHEET: 22x34 • Apr 11, 2005 - 9:26am /10 . S IN = 40 FT � v ,J- .%sJ V t- V - v w • .., t-. , v w � �.x.�ti- .�."s 1. as.r" � .r:.�� .,u�,�>.3,>, b..� 4 yv s*e. r6. v 3w`r*ix ..__3z c+• ': ' LEGEND ` ,,�` :. +M v r.a r" ,,, .s '+.1.. .rq+» le EX TREES T0:RE 1 1N- ' r ,„ . H EX TREES TO BE REMOVED tiL uu Yuv i__ _i__--—__i i_ i i_—i ,I-I_- -i__i i 1. .-.i II1 i—ter_——r- i__i— -i l_---I .---_ i i I-i i I-I-i i--._-I •—i- ._II _— I i.III._- —_ri-i,rr_w r•r •- 32 HRP ... i i i q��- it ,. 4r 3237 324 22"FIR 3233 � � � ��4 AS NECESSARY- R�.M ED : ' 12 MAPLE •25tFlR `�'' ' ' / 3208 a 1 "FIR I II i I . 3129 3145 3156 28 FIR 3225•3223 25"FIR - 0 0 ORANGE CONSTRUCTION /40. 3130 „ 22"CEDAR 3155 3206 236 19"FIR �"� g / 30"DOUGLA 28 CEDAR 14"CEDA 18 CEDAR 25"CEDAR�9"CEDAR 3 34 FENCE // FIR 3137 17'CEDAR .3201 3199 29"FIR 3232 3068 3069 •2OCEDAR 3144 3131 12" DAR •17CEDAR 25"FI 322 •3227 19 F1R SEDIMENT FENCE " 3133 „ 48 3152 �.c �. 22 FiR K; PLAZA WEST SUITE 230 20 FIR 23 FIR 30 D 3128 „ ” ,.� w.r, 17 FIR >; OUGL + 27 FiR ,,.. ,. 3 31 ..... ... .► 3197 ., / 3067 32 FIR 37 FIR FIR 2 !+ y • 4 CED 18 CE 16" y/ » 1433198 f 9600 SW OAK 3063 17 f18 FiR t. 1 (.. 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DATE 3053 / 184 0 x ti ,a. �y �S.,FiR 3173 3178 23 FIR 40 11"CEDAR / tt :;'� + ��' 3186 f / t , ;:` • ,-4%,z ,: :.' �,� .= 4 �• r 24 FIR 24"FIR 188 14/ • t + •, •23"FIf II8"FIR• .° 170# 3177 /11//311 �� � .: •075 � 'II' - 1 FI. 3174 3175 �= 3189-„•t i 21"F1R •3187 31"F 054 ' ';•056 FIR 3 FIR iR 1 WI u, • c° „ DD - p e+.••o. }= - '!y,•'yt•' '-,' p s.• S ,•7`...: r ;,�, �'•�s•`a•'• a: `t:`. j• i-..,t-r.-0,...Y.0..4. ~ •��i'•' 1 '�r.r s '�'?4;:t..„-,-...;• r' '•!r ! � 3 CEDAR •• '�► .- .,•� . , t. ,�•, �•t. :� .,; �.. 5 CEDAR -It . _ •�, ,. � . , - .,,oX, . -`•. ,.,, ,-. :,..� : s..•• 17 FI 27 F '+►:. ♦ �,�,+ 7"/21" •26DOUGLAALLEY A . 3211 ' �,. + QIR 312 ` 3120 x'169 i, 3217 r.3028 14'CEDAR 3 CED �• ' r�+ .•'. r� 15iT _ 24 FIR 3030 �.,_„ ., 16 3032 ;.1` 32"SRQU01A DDDD 19 CE 22 F ,.,, 3166 22"FIR 28 FIR O� \ �� 3031 18 't. '� s DOUGLAS FIR :,3396 ;+. .:•� # • 31 FIR •3212, ,-.,... 0 """ .. � ..,.. 21 27 R .,. ..�'"' "'rJ !" .��.. �t ;' �. 3 6 3218 14/ AR .2 / `\ •a - .r i , +. , 18"FIR 30�9 _ AK 1 FIR 03167 �32"FIR /1i/i 401 .. \ �'• 311: ' PRUCE' s' <30,33 = " E_:0 ODD •21"/23 3213 3 15 1 / 17 C / C� AR .,. ., 1 "TRUCE D 3176• / ♦ , .6"SEQU a W`:.3('r"'I �; i 3117 . i' �' " FIR •25F1R " 17 CEDAR ♦ / 3► 4 � * ,, t t � 9 FIR 16 FIR ”. 6 i AK 35 FIR t t 41132[6 3214 / *;• �24 ._: 20-r.,.z �� f 3006 '*' 3 ' t 2_17” 18" 29 FIR / „�,�6 CEDAR '• -� � � 29 SEQU01' .. ,, rBLE / i wow/ 3022 / 1 / I M am 41 \ \ i 15 CEDAR {r womommommom }f , .. / l ' •3265 24 FIR / ♦ . 02 t�. 4.71.- .. 111 _-. 3404 •3387 •263 • 30 5 2"CE '.Ft , .-•. ..f t t ,v�-• `"" 30"FIR 1i# , ' 3403 34"FIR 3262 211 '4 FIR i - 13"CEDAR �,, `,� � '' �, 16" 19" 3393 24"FIR 30„FI: (•"P)v264 i•/ / `�\ i 0:14? •007 t x 406 / 9"FIR 3267 PRG ' II3O"F]R c(,,, ♦/ i .,. \\ N. • 8 OAK ` » DDDD • ► girl R �� i N `�,/ r ,� 34 FIR Ma 340♦ i \ •8 68 ��G £crp/ / �� �� �.; / �` �`� �► 0,�8 $. 30==FI„ 15” - 392 � "+►281/ �� f : . / `\ �` 2 OAK : t 8"FIR 28"FIR 1,7"FIR "Fii; 74.14 ` /♦ _. /- \ 3010 3.01 t / • 3021 y ', •s ' ` `''r 23"DOUGLAS 3 05 36"Fli ' 3'DOUt LAS 3269 •/ / •13"NORWAY : � `` FIR sit,3009 .,;;y-t 1, 1;"N0'-Zr FIR t � } 26 FIR 0- ON e. \ / „ _ FIR / SPRUCE ' ....\ v"' / r. �` `�� 7 ' ' ■1 �► 41■ • �, 3 .� 0 1 <6 �, �� g ♦ ��1 " 3011 `\ �� "' -*" ■ '.�.` ii ■ , 3T ■ 0// /' 3020 .,. '' � , alb? r!► 23"DO LAS \� .' ■ ■ ■ • D� s ■ ■ 0 3 0 A ARC / " SPRUCE ;• ;'' FIR ■ ■ ■ FIR♦ 14 NORWAY �► VALID THROUGH 12 31 05 SPRUCE R = `� , /', �, Ir.f: : i 1iI ■■ NIitI■�■�I■ 1iI1 ■� 1i�I■ ■ • ,� 18 •RU �•:� 24=,5. ` \,� �, _, •,... �'. P. r � 327 -.: - ' * . ♦(7,1:•12" !► �►. ALLEY C •154E N• ,of 8 `- ,,•�` FIR 15 N `f` _, _.. .__ .._. _.. ..__ y;l �� 16» R Y ,.. � \ �•\ \ / s73'13Air2 !fit , 1• '. - SPRU• " �\ " GR D 9 1 '`< �`', i'` 3104 ;. . 2 SPR CE `\` 24 FIR SPRU r �► : ''FIR '.."` ..M.. «.�..��.... ... � i.... ' 300 28 FIR 4, 4 I.,-' ti 17"P ,. . / 44p. , .. ..� .. 5"FI R ti 3103 �/� _. -.7--.. I •.rr►-. / ##, •3297 `� �r _ I R 1• • • ..r. :�`: 1.r•.• t :° 3101 '�► `� 37 * -1 4113299• f ',.= » \ ,.*•88 1 PINE \ + CANTERBURY \ 41310 ,. 3 SPRUC. 14 ` ,� �; 33 FIR '°; :.;:: ..f " \\ 1. .1'•' DDD \\ I I I -. 3298 �+ ,., 1 ,.•tCE \ 30 FIR \ ' w e�ash 1 . \\ / . �..,. rrrrr ..r.. awrn w ,,e''' �, \\ iw■il ■ i■ �I■ 3 61 31 FIR 1 kyw � �►• \` as s CREST \ a ', `\ �` `,, `_:' ' I�� �`� ! t :a 3302 '-•\ .14', `., ' . ,�. `� t • 21"FIR 3 0 ` 3080 z,' 078 ;;a,� ;, . / t t 34 IR I '' �'�� 1FNE FE 1• , 111,; , t t t DP)p -,, » .,,�► 307 1►,'., t t 1 t t ; AV-, •13 PI . 1 ,P* ,� ;, • iii . i t t t • x • \'t rib, . SO It 1 4 4 10 ,t t 1 ir Iii 3083 e \\, - ':�•,,,,i > i t t 0 e•• 4033041 •15PINE t 1 ,. ` 13"PINE `\ .' y Y 742 t t t ,/ 3305 � ` • `�r x/' 37"U WN t i i ► ` ' �, :} � •2_12 t t �' -j !:4 `� 28'� UDAR j \ t t \ 0 „•:*:� "'�r�+ '• 33 6 t Ni \ ' .6, / PINE 1 g"R`NE `�� '�ii t t t t .r�`� -�•' 11017" lR„ma t t 1 ~743 >1t ••' • 07\\ \ % \• / 70D ! Hik• i 13 / 2 +CEDAR t ;r��, ' i AR t' � t t P •;tint_� t t t i DRN AMEN TAL PRESERVATION ikal- . i ,�.. t t DD �� '' a� • 36 1 ';: ' > 366 art%' r�;1 w i.«. t i t t tj t 3 !` a t _•; � •, � �, ~�► .�..� ' . -�r�a • �':'--�••• ,~.,.. �. �: �; t t t 3309 "Q 's • ,. ” PLAN / DE RN' NTAL ' DE t = ii t t t '.•r •31HR 24 DEAL �,\° yy? C •R ♦ DDDD *" _ t t t t i t DDD ORNAME TAL `~ � i X36 t t 3321 DDDD - �s`1 i t t t, r 36"FIR 324 \. .... / tom• rf '' ,:,:. N K $WN t t t t N . «� t t DDDD r h = ;.3t� X3602 �► r. .. , rr. . ,,, ; » » *.�"' t t t ;' ' t 3NORWAY L 13 /Y4 ,..� •M'" + 3332 =� PRUCE -: c / CE/pAR t s t t ► tt tt t ' 14"DEAD • 3331 I DODOR t ,t;-. � t t 11607 t t ORNAMENTA » . .. • ''� �;` t t 44 "CHERR t .�+ CEDAR 38 SEQUOIA 3335 I """ ' 5 /15 i t ik', "tiNg 16"PINE 2829- 1 '' yr t ,,.• DDD 3330 • .�. PL M „�.+�► 35"SEQUOIA 326 25 " `-3608 3333 7"FI,. i FIR. 35"OEODAR 3334 » 1 . ,.. 60 GIANT i 7 ►, \ • ,, 0-- 0 o --0 o SEQUOIA SEQUOIA 3328 "DOUGLAS 1 1_____- __--__--____J s. 27"FIl� ,t7:,:. \ 3336 • 4- r_ �Y � —I i--i-i-i i fir•—i�--I-i�i_�i.-r.i i_-i i�.-__i.��i i 2 'V , ' i i��.M i�_i-- — .-NM \` 1 » ' 25"BIRCH _ 12 SWEET GUM (;) amolmomommarinummaamoi■ms \. PROJECT NO.: 328-024 TYPE: CONSTRUCTION - DATE: SCALE 40 0 20 40 80 1111 III ell—MI 1 7 . 1 IN = 40 FT N:\prof\328-024\dwg\ENGINEERING\32824TREE.dwg - SHEET: 22x34 Apr 07, 2005 - 4:54pm 110 . _ •.0 1., - „ ,i•*::•,, 4,0. —.110 Oft.1111111MMM.31 ale OM•■■•■•■•■•110 4.••OM , Iwo moo•■•••=le am Ow almina■.•■•ano ewnwitwommo MD MID 31■3•13M1n1 NOM=No••••■••■■■••••OM 31M1.111••■•■33M 31103 OIMOIMIIIMM•11•1 AIM 1111111■111•13 am am arlormsor ono ow asormalasers.00 ow moin■ImeM now ow owssrarrissm aim 01111 11111■11131010 O.MIO•111•13MBIMIIM WS*SIM•••■•■■•■011113 311303.113.3.333.3.M•11116 Aln• .., SYSTEM . ,..0. DEsiGN - , 1 , i / I coNsuLTANTs;w- .::::, ,.,,,, :::.,...,,,,, 1 I I 33 N.W. FIRST AVENUE, SUM'2.' '"I'l''' 4"• / I PORTLAND, OREGON 97209 AEI I Type B luminaire, (503) 248-0227 FAX 248-0240 I building-mounted I CONTACT: JOHN ROGERS / (Type) 1 aN•rn.■•■•■■um. . PLAZA WEST SUITE 230 . 1 / • i 1 9600 SW OAK 1 LEGEND , . t.,..ii..,41._..,,, ,/ ri‘ iiii0 .... 41.:i - c 18.._23i, _ t • i \_-, Mt IIIII 1 PORTLAND,OR 97223 / ( Dia 'i Et 7,,,, • Li_I I I __,---, \ I 41....■•■ TEL 503-4524003 . ‘ \ , olk ' tt iv - - ' :. '4,1 1 - 7*'11 lyna T TRANSFORMER PAD VAULT iiP ‘ \ \ J _I __ J FAX 503-4524043 / ......, ‘ ,, ■ ■ \ 9i 1:s li I 0-:<)- POLE LIGHT - LUMINAIRES AS SHOWN ___ 1-RIF.—.-1 ------- ....- .-,:- -I . I/ . ----.. . . il www.alpha-eng.com / c 10 ■ , -, f. • , .11 \ ,/ \ ,... .. 1 / 0 1 1 ! 1 'till / _do"- *,,...,„r•- , ; ' if ,4, ••,.. . I, , Mill '•"*.' a . c.,-- ,,.„e* N. i / ■ 11 r-- ." 1;* ...I ` • . '4" i arr. , , .-- . \ ; -..• - A, r ' •,_sor, I BOLLARD, PROVIDE BASE / If'4'; Illi It: , ..„. . „ \,_ . - , riEgp . .„ LUMINAIRE, WALL-MOUNTED REVISIONS . • x it Ole ,`,,, .0.' . ' ' N / 0.5 footcandte (FC) I // ■ 4, .„. lifr, ,,,„, .., .i), / 0 '-z- , i , ...-Nievezikriarmagiew , 4. ,i,::-. .t... ...:),S- .----i57.'itarcarixtg471.4:Mit,,-;4■•-,*Z-t''' :t,k-r•'''' ier.1.1 -,i"P• ..V44e1•4,-,..., 41. *!t" \t• tri0 i 14.14' f'- 7; • - - - ma; •-•-, ..- -‘, •40, , e A DESIGNATES LUMINAIRE TYPE NO. DATE ( -...... ...., i . ,.,.„.,• / ALL 'A" , , , ,. ..„...-----........‘ , ( SEE LUMINAIRE SCHEDULE ) , ..,., \ .„1, - i\ I '‘ , i / .--------"'' 1 4 YP.) \\ ...:,. 17_, ____------ J--,-------e-----i--f --------- -..-- . , , , / \\,. 1/ .-.-:,. sv, 4,:.' -,, , ...., P• .. ..... .... ..:--- ---- vo ') _tAk'i ''.----- --*--3-:; „,...-,„,/ / , i 1 I iv ,re,,,,,%/1 flan ,, ,,.,,,. .I.*..-Al ...... 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V A .• 4/• , , .. 111 1 N t ''' ;.:: gli 1 POLE: WHATLEY E4020-07-58 OR APPROVED <, / *---.";,- 't.„,- A' 41 Ir ' AK lir. - N vs, ....„ , „ „ .t. ,. ,,,, „Nis iti __ in' NI III 8 If • a Ig IN 1111 / - . ,4 ?',•/, cps % ,4Ir . . ........., ..r, i a , II ,.tc,c--1' fil - __Liii'' al III W NI 1111 II 111 in I.11 SUBSTITUTE. / I ....,.. . L / I -r1:.ot- ;A.A.- A ,, "'AP: ' \ ( 4 -*' --- N t e . \ / , ,4 ".' itro \ i .4, .1.0.. , , _.... . _WI III _ II )............-,..' 10111*. --,----( 9.5114 ,.,-, ..t . la,,•1,..-, ',W.-NNW' ',la-" .:* e'' ::"Z .....•' Ala illtr Ill I Ur iiiin lig°1ff all Z.Maill'ir RIM/Mr II MEI it lit 7111MILIMILAWINIVVITAIIIMM . / .t.-.fr % 4" . 41,,r/s. • -,..,..t.'-,.'„:"'?"--''''.7,,,a .-','VeicX7-411a117;WirlightriallftZ.ViattEataift.dtlevil.414*...m.•44%.x.sittittk,.4 I B OUTDOOR WALL LUMINAIRE WITH 75W /43., • \ - ,„...r•, . / 1 / ;., pr . 1 .• _ _..... 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C POLE MOUNTED LUMINAIRE, 100 WATT HPS LAMP, ,/ ,,, ..;,,4, , -..--........, • / ' . ,104, , , , „-., 44., NrivA6 -'- k-/ k , 0 I 44 •------... -. s .. /' "... ---., i ) at .11 "I A • i I .-, .. .,....r.ii .ie, .1... \\ de4 • `.. 44,sr„ '•:' °V/ 47 4 ' - / - ............ ....=, ffi , \ TYPE 2 DISTRIBUTION WITH HOUSE-SIDE SHIELD, '‘‘ r r .,,..,N, „... . \\ (4* -'" //-,:- sivr ...,.-3 t !N N. 1 .. ir- • ----.s. - / l a v , ,,•;a; *AO *% " 41.,...". _A-1. .. ,, . , - , A . I HPF, ONE PIECE EXTRUDED ALUMINUM HOUSING, . "iii.-..,„ , . -- -- (16.. 4 . - ,46., • ,.,.--..; / 61 - di j / / / ■ ..-, ''N \ ' *.:.' 4., 040 , / 4,I - N 1 ,;. \ I - '9 l''--.'''s-/-- I BRONZE FINISH, TEMPERED GLASS LENS, (...._ 0 / r v• , , , • ii;__, 7 , , ....- ,.., , . --- 2,...- , ‘.. „, e'.; \X % IF `,. ..,e4,. .,,; , / , / )1 \ \ ,..--.. , ,../ , If!VI .-4, • 1**"- d .00‘ • r , / \j ,I1 \ r . CONTRACTOR TO VERIFY VOLTAGE, MOUNT ON A ... , Ire.,,,d \ , , . / t) ) , s . /- r do., \ % i I------ i -- I ---- i \ _, _______..--/ , - ---., \ . • s.., ,‘ - ' ...,'eto - , % ,...., . + . * .-.,- , /46, . _----- I , if 1. \ 30' ROUND DIRECT-BURIED FIBERGLASS POLE, C ,,,. ,,4 , t ) '-` 1,7At&". \ \ , 4: r . ,,,..,, ,.- , ,, . ..,...... NI WIMP \ i I t t; , I \e I 1 - *...-1 s • 17 \ 7. \ .•,,,t, ;Id`` / \ .../ I \.e. BRONZE FINISH. (MOUNTING HEIGHT 25' UNLESS . 4,4 r'ff . .., le -• C, ,AINIMILIM OW M.) appiwimm 4, , , .44. I / \*.'''.., t / &• \ , A / .ap amot. mow .._. . I 44, , „ -..., 1 - N ■ , 611.14411.- / '.. 0 I CAN T E RB U RN' , ..,...\ ,. ,,,,, . . , ,•. . \ ............„ ....... ........................ SPECIFIED OTHERWISE.) . t ■, 1 .•,..,,..\ ,,,,„kct , ,,,, 4fe.,!' . . . - . '. . .. ,IL ' •-..,_ _,,„....%C.''... ,* --.■---..'..---Z,v-*"--..- / ilred i *11 / 2 •.ti• 1 AMERICAN ELECTRIC 53-100S-RN-?1?-R2-FG OR -1.. t -.---... ....r ,' ' ,r) \ \\ \ \ VIOV:',111111: 4;0. ' N ‘\ \\ 4111r. 0111 f 1 ii I APPROVED SUBSTITUTE, . \ i 0 N \ 4k, 1 \ It - i 1.' k t 1 ' . ....... . .4, , , \ .1 ■ „Ale "" Itt I ■ . 4*.- , ,-- lliiii. ... N. i -.---- r-... W. l i ! .- \ t . •::",' i 1 I 4r. 1 11111)I' .-i‘ '1"1'44'\ \(47 1-4 4 111111toi It 1 1 111 141 4‘ 7-- 1 ./,„ \\ .4747,‘ it t . 40 4. 04 %.....-*, Ato,.....,, / ,, NI)".. ,74,-,:444 , , , \ Illiii, I ' / 1‘ 411P ill v ‘4' ....1 % %\ GENERAL NOTE S 5-:-.4,......../ 4IN t la ,100 \ 1 1 * 0 ... iu. 1 1 I I CREST ''.,.\.7 7 '- '-.( t; ' ‘., "N‘ NP te,..-1 1 I 1 r \ ‘, f,10' 1 ', r , t t I, - _ ..,..,48. ‘r.,---.. ,% 4, 110,), C .'• A.4_1_..... NI lbs,i i k .... t 1 1 r 04 til ' ---- 1 . ) I 05 Ft .................... 1 1 1 .",17,1 1 \ 0 " i I c 0+ fille. I -43 I 6 v4-0,1 % \ WO \Ilk . / 1 1, A DASHED LINE < --...... ---- , --' •: `‘ ........, . I • -- rell,,a r 1/4___, .' i N'" ., Vir ‘• ..z." ' A % ..--"' ' , i . . v..- 1 Vim (--.....A. _,J t t „. e' to / 1 0 kk,,'i i ) INDICATES THE APPROXIMATE 0.5 FOOTCANDLE ... - N,- . . „is, .0* I III •-- 0 --,..,, rt■... t ' Pi ' le, ... • ( , . .... . \*---ss$0. / :,' • / ) % 1 I , -, / I i ; ,c, -. . .P.."` 'PT, Ix A -. te, , W11- 1 ' ill 11 .... 1111 quilvit \ * / ...A CFC) LIGHTING LEVEL FROM EACH FIXTURE, ..,, ‘„,s . . . Aik, If. A r ----„, pot t ri- (0 I FOOTCANDLE ISOLINES INDICATED ARE \\ , " .• --. .. e'lP \ r /1 irat- .. % S. it. ila \ ....., . 1, . Toi:::--i*-* Iiito. .- i I 1 fi".‘i 7 • • I 1 i lill /1 11 oil 11''7.4,.. - 1 sokt, - I I a, , ' ( .11111 ' I t ta 0 ..,-4-i... u, . ESTIMATES ONLY, BASED UPON MANUFACTURER'S Nommuoinammommoo \ , -:-.-•:„...,s , , . . , , ..0. - /, % - 1 1 l 1.1 0 4411 i --/ 5 tioilA ,,c1"-.0, * , I ■ \ -- ' I N \ \ \ s;t4itZ> .... ....■ \ / I 1.... DATA. 1 ', ,.....). . -• \ . , t , r' ) 4" Hs";t1 411111L- :::::, /----l' t l . \ \ 4 .,ceft i a• di -A --... 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I 4,,,'".., / \ \ , At '- A 0 ., . 1 ctivw ... 1 t r 10?*.t . %I / It i i 1 I it ,..... 110110.... 1111*./ t.01 BROOKE #36 WITH A 12 DEEP 3/8" PEA , r ,/ , .„..,„ 1 c`. % '- , , / ..,•‘‹ ,44,r..„ . ■ ( ..1-• t t I GRAVEL) LABEL 'CITY OF TIGARD' ON J-pox .., N If r 1*,,,:,-.4. ---- —, k,-i / , t t i ......- k % 1 t\, 11,1111". • . . aardrIgh -iirit ‘, , , ) , ,--.1.... * ,,,....0, ..„.. , egi I ■, I. , 7 , 1 ‘ , i A woos Oki i COVER, PLAN . N, _-----‘ .0, , . , \ . - , \ 1 N4‘ • - t -- ,, Iwo . \, \ 43.,--- s , , , \ *'w I ) . J 1 I It------t ,....ellat.101 - ■ 1 s •-.. NI, \ /1 •II ,S* i / .. 1 ..1/ L . -L.- \ ‘ . '. s A \ -vAb A t t --- k MIMI \ - 0,..-.. t t .; 1 t ‘■ . . , . \ * / \ i....-: •—_ „„- _.--- % (---r \ WV,/ .. ...4- % , t \ "....-...1......" \,,, '..:"s 1 I / 1 1 AVIA 1 ‘ *.,:., ,„„ \ t , , _ - ir -- ---- _ __ . 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J LJ w V V�' 3 p•" r J s'4 W V .{ es}, Y v V 4 Y 4, V 4 1+ ,: ?p n ,, .: ''''1,'a'.4":., / 1 i 1 .,v4 W y� 4.. W. , Y N Y v ., Y v v i • ' 1 . . ' PLAZA WEST SUITE 230 / 1 0600 SW OAK / �► i I _ I I PORTLAND,OR 97223 / 4 ►, 1 , \� , TEL 503-4524003 0 \ \ ili / \ ,� I .. FAX 503-4524043 / � f • - 4 i••• I: >: .alpha-eng.com .. -- . .• 1 t I./ VI, \II • ''r C»ei , Ym° ak<1 , , ; ! s - r"e s I. • e 'c REVISIONS ' 1 ti � ! .. . . ~ t'' t ..,t •:t ••t, ,, {::..j i.. . �;.t.J i { ,.:♦;,Y :.•r'. .r >.r '.?"•.:„. :a.�:� i. s'K'/ f - S" fr�`ri 4 � ''s. .Rt .`.` :::, ,.. e,.,r,,..!,a •. �;.:,...�:a.r 'f• .,::-'•:.'!'i...+'r::;? ./.. •t '?'" .4,i.,q •'..i:.;4.. .+.a . ♦ • ':!.Aa 1:w,.:� :.........•r.p.J1. `♦• INSTALL f NO / f':Jit. ALLEY A O PARKING" SIGN N NO. DATE s ' :d s�..c't?, t, Y mot: .r. ,, r 1 r;X::\ _ \ ra_. 'A _ - = STRIPING/SIGNAGE E NOTES: _ . 11111 ' # r/ e..,: � iiio, ,'11 r' PAINT CURB YELLOW AND MARK Yb . III II I I , ' t " O » '�{ I`�l _„ ,_,,, ...7,.::..: ,! _,_, 1 NO PARKING FIRE LANE", AT EACH -t * .4. 4r.:.= ,r •t_ r �IIII ^� ` ` ` 25 FEET. LETTERING SHALL HAVE ,"_ t kt / . . -;;: ' ;: � .�::a 111 Ii - A STROKE OF NOT LESS THAN y �: �.. :,: :;.;::". � fs INSTALL "NO.-�. -' -� INSTALL NO ONE INCH WIDE BY SIX INCHES . \ •` :;"'' *'� ,' PARKING" SIGN PARKING" SIGN j HIGH iii /' / 4:/ / / + ' \ .. \ : / \\ • : MB � MI M .° * H ., #ki � �3 v,1 4 r � � ;'3 ."z�' 1"•,,':s 1 II // \ ,�'': �/ • \ ;r i / #. - � : s- \, � :��; • `, r � ' � it r (.\(:,,D PR�'�(+,,■ 111 a / ,�; .«� '`v '' \ \\ .;• rr, ■ • ■ T ■ I 74.9 C�c I 44-4 , ■ T T • • T ■ • / ..�, 4.. rare- '• 111 I IN a al •: 4:e41: ♦ \ • :? 1;: ■ ■ ■ ■ ■ ■ ■ ■ ■ /\ .' :, ♦ � ; -~:... i1� u INSTALL "NO i oR N gyp'*. , -ice. .a4:. \ ,.t: �.1 i.•.t'.3 '.Y is`.i•' d:31.• .'w,t7' ♦. ♦. r S.+ .. �'r 7.,,,.,:-1;• 1 tG` /�j'r\�'� / .y � l.• 't y^,k >.y•a L+y ♦s r;pa�r.�ti.�.'.�:.. trig i ii_° :x.i::\ \ // yrt•° / \� \\ d:� r, ••. y = �,.t..,: .•J, v sI.�?. t1 r,'tt ..•. {•, 'j+.ro':':. r �' vai..;ii!t` > I :,. S ♦ / .■ .. PARKING" SIGN >�. �• v� 4'V :t ti _. ...... ,, ), ' ALLEY _ A Asti 0 .\\ ` •i• i VALID THROUGH 12-31-05• .... e: ........ ..... r 1 r _ - - 1 ,.. . e i-Y♦r. ..�: � , ,.• = :N\\\*.;.:..t. '. .fir w ' �' r,,:':`• r \`\\ ' /�INSTALL "NO . .,-*�• �� S. � s -;.•, ///' \\ ■ � � vPARKING" SIGN '�',..... .:,.., ,,,,, , , \\ • 4 --;' ..„..„, / i No, 1, 41/ \\ mil mil wii mil , \ . _ \ I\ #,\..;-..,' I CAN TE RB U Rse ;:::.„,,, \' 4.4, •IN , \\,,,,,, *.. . . \\ # -.*\.., 4..--. _ #,::,.-.. / 4iiii„,, ,\ # •• , ..,,. ":„,•.: . ,, , . 'illiiii ---‘-',\ • so OW k ill ...:. 1 �: , ,. . .� I , \ \ _ $ • -... \ ": i CREST• ... \, I \. �:.: .• , , ,�4 V \ w, ,> / INSTALL NO • „.. •` � � ��:` j 1 ; i ; •` 'N 0: PARKING SIGN 4 ,....,,,..�/' «\ \\ Sr• Om 1 1 r �. 1 , �� i!!;.sus -.• :#lri. -.• # / . • ... ., \\c\'‘ •. . , 1 4.4 111 0 ...- ltie ''''!".....2' . i*, �` ) At,,.,,, / , • SIG , 1 • '1 ! . �.•. :Till\ i \ NAII -. �' :��i r. , a t.. G .► �' Sri!!!�:. _ 7:\ '1 , ).N\16):'41".1.14\-. Ir ‘‘ temop.. ev' ____,....--- 1 1 tl•4 ...N ..,'-. 4,we.--) ,..4 \ - • / . . i/, it �\ r: \ Z` tea. -•.-....e. �i '��t� !...' '•'•..•..jt`.�.���'�'}�.f t.f:�:t t „�,,. w�r� M//� �� ii rte•' ` t , ,4, f.: ;.:. .. • - i , % STRIPING & 0 ****•,-s. _ ,, • = % _ ,,. SIGNAGE \ „.„,,~K~�I ,, 1 ,N. % . //// .41111' ir ......,, ....!,, ,, 1 S�.� ...!s 11 I..I PLAN 1 1„ . ° / '-, 2.7s”, -\ % 1 101 SO S 4/ \ 1 1 1111111 I ©INSTALL N PARKING" SIG t \ :'. I 12ff h i 2" ter NO • 1111 I) PARKING 18" 18" • PROJECT NO.: 328-024 TOW AWAY FIRE LANE ZONE TYPE: CONSTRUCTION =1► DATE: Q 7' CLEAR 7 CLEAR SPACE SCALE SPACE-TYP. 40 0 20 40 80 NO PAREING ZONE SIGN LEGEND 1 IN = 40 FT N:\proj\328-024\dwg\ENGINEERING\32824SIGN.dwg - SHEET: 22x34 Apr 11, 2005 - 9:30am jlo NOT TO SCALE 1 9 � y ay V�. r./ -, .t , V 4 ' L, L.,. ,. .�v ii- r V 4 W v ,. v v v y N v 1,1'''' V PRE-CAST CONICAL PRE-CAST 3'q CONICAL - V w " LOCATE FRAME Pal COVER HOLES (2) SANITARY HOLES C(OVERSON Y P� � '� OVER LEDGE CF AT LEAST COVER ONLY v 12* IN MOTH "'sib' : „ 3�4" SQUARE ";�.N `' � � `• V ttat,�ETw�I : v A A y I o o OIIltMOtD 110 1110 o� o a 3!Ats�A�IwANttfxE -oRAR1E t o. ©Q•• C? * „,,\* ,. ,• ! p#• , I�:,� •. ., �! NIN. PL.��ZA WEST SUITE 230 ,.. ,�r TO TOP OF CASTING YI!►tER$ HT FRAtE1M O COVER FINISH GRADE 'r►"' \/Jr iir 4 ' �r�►,/� �1, 4", SID.MARINO NO.N0. 120 *� -�'� sr 9f QQ SW C)AK �--r_-c .' SET FRAME IN NON--SHRREC �, % ���� WA TER IGHT PPE PWO �� •NOM: aROUT � ;•�� �11x steps 1.. 1. •.) PORTLAND,OR 97223 .-�•' --GRADE RINGS (2-,4•.on 6.3 -----•'A ;;.. : ,'h" M illiri, TEL 5Q3-452-8443 il,1. ALL PECAST MANHOLE SECTIL�htS SHALL Ct1NfORld Tn THE MAxSM1M 12. # Z•1 r,'qr•:• /�� M '► SEC"TION B._B REQUIREMENTS Of ASTN C 478. SET IN NON- GROUT �; j�/ G 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY + e_ zl.wci STRENGTH OF 3000 PSI, AND SLUMP OF 2" TO 4". ' �Ca1iR1C ` . �a�s '" ' '� CL,EA110UT FAX 503-452-8043 3. ALL JOINTS SHALL BE SEALED MRTH PREFORMED GASKET'S �___ 30"CONE SANITARY NORMS .1° aIIIIIIIIIIII.111111111111111111111111111111111111111111111111111111 1 SUCH AS KENT-SEAL NO. 2. RAM-NECK, OR AN APPROVED EQUAL CONFORMING TO FEDERAL SPECFICAT1ON SS-S00210, ' ; y • • a g't-•----� p 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE 24-314 .- .s �� t gp f �I!�/WW.$� ha-@n .COI 1 111 I WATERTIGHT. ' .4+•/f�` 5_ PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ; A tea+1e' �"'i /� MANHCLE AND CHANNEL DETAIL , '� 7 23 /// r/a�. ////.r //lrr,I//!!}w,//,r1*a,,'/f/r , 6- PPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL s1D DRA1tM10 t •O L. -r fl A> *a t SECTION A-' REVISIONS REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. ■ / MANMOiF SEDDOh� ' ' r �"`� • 7. PROVIDE A MINIMUM OF a" OF INTACT (UNDISTURBED) .•alrf''(VARLAB/E 1-41 !' ►1 . 4•, • MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED 1 4( tit j�� • `M� V/ NQ, DATE• ON THE INSIDE FACE Of THE MANHOLE � a. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND _ ' �.. = a „ " • i *//'! NOTES: <#" MAXtMUM CLEAR OF PIPE WALL. .- _ ..1 1 /' • e / 1. NI"ALLEN HEAD BOLTS 9. THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 24 III ��4 '"?'y s e 1 LONG RECESSED. FDR SANITARY CONNECTION AND 48" FOR STORM -•• .�•-s1<MINIMUM r yti. .` '' +� + •' Z ALL PERMANANT CLEANOUTS CONNECTION. " .* Z. 't •ra.�► +w �►. • f �, r • 4 r. �. •• • TO HAVE BOLT DOWN COVERS. �•� '_ .+ } 3. MATERIAL SHALL BE GRAY 10. WATERTIGHT /TAMPER PROOF MANHOLE FRAME AND � ,3•' 7•' ,a .�4 s• • COVER F •/ =*t, CASTIR , ASTM A-48, I SHALL BE USED IN ALL EASEMENT AND OFF STREET °1r �f�{� Ave.r._.....,. •, ' \ CLASS 3a. AREAS. i i, i I! t t 4t3"MIN. 3" 3" r"A, r . i 2" MIN. FROM TOP 011: " ---■ V 1, t' .. •• • . ,•.•.4'.�''- •'V or, T;T: r 23 MANOLE p J: L T ..///,/ S HEINIT CPIP . • c�.. •40. a FOR PLASTIC PIPE 1.111111111 ;.� �► • • MUM 12" OF 44"-o* COMPACTED ' e • '•...• ".•-''w•-• ,. 1'' NOTES: _ DETAIL SASE MATERIAL Tyr r•�`y'.,•s w•,; fyx•-•• '4! • 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 46 BEND IF CONCRETE PIPE -•• ' 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-4B CLASS 30. .. •:'"i'.tr tt,474..., ;...•" J,� • 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ININNINIIIIIIIIIIIIIININININNINI :•.;ia•1 ...'MM•Sa., ••• .ti.'•4. • 4. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD STANDARD CLEANOUT CLEANOUT FRAME STANDARD MANHOLE n ! cr Se(vi an�r Servrces AND COVER \ • • MANHOLE AN H DLE FRAME AND COVER ^ 3 Out rl �brieut e.riser. ��� DRAWING NO. 150 i?EyI�CD �_ .,, t?CiI�CC 2 03 (nil il;-'3 N f1MtfII aka. DRAWING NO. 110-SA/ST P=t 5=D �'2-t+5 Our eafnmltrfwnt ii aIelfr. DRAWING N0. 160 t^ 0 ilhlt+II1I Rt1IMMt DRAWING NO. 010 , B 7 NOTES:- 1-"Cl SEE STANDARD DRAWING NO. 255 A 1111111111._ A t. ALL MANHtM.E SECTIONS SHALL PLAN) FOR FRAME AND GOITER. ONE TWO RECESSED SEVEN NO. 3 BARS --'-- PROPERTY OR t4,4 t!1!t lTt' •• .•• N0. 5 NO. 3 A AREA AT S"O.C. I .•' '••'•" '. - BAR BARS CtNORM TO THE RE(IUIREMEN OF ASTM C-478 AND APPUCABLE • ,,✓ ••• DRAWINGNNO. 010TD. MANHOLE • ! M .. ' •I1 y • •.•. .' •.i I a• 2. INLET AND OUTLET PIPE NOT TO EXCEED (I '4 11111 ♦• ••••., k 11 Tc .�,i�ilii�Il�'>iM 11MII IE� •• • . .,. ,B DMA. . A A _ .• - - ` •' • 3. PROVIDE SPECIAL DETAIL FOR OUTLET FLOW I /1.1 C E d • , �+ . ' r- -•=. a• • • 4'a: �' ,• INLET a OUTLET CONTROL EXCEEDING 18" DMA.•.... . - PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE• 11 �I► _•_• , r 010IINIM118I1wlSI/10l01NIL!!!0l11101>l18111l1i1■. .:• r) i O P ET NT P W/ LOWOFF BACKFILL 1/ •„ :: 77:� ~ •••, 111111111111111111111111111111111111111111 i*' SUMP VOLUME AVAILABLE TO PREVENT PLUG BLOWQFF Ir • + ! 'a x�� s • . ( •, r 4 • . ��., 60 tt.H.= 58.9 CF 9&1 CF sT>;>RIIt OR SANITARY ,• 11111111111111111111111111111111111111111111 - 14a.3 CF ft• •+!ti �. y ?2" M.H,= 84.8 CF 1923 CF WO �•�,� 1�. 'y • PLAN 84 fJl.ti.- 115.4 {N- L,c •�Ifils III ". •••. • . , a' + 1111111111111111111111111111111111111111 4•4-+•. . REQUPEIRENTS EXCEEDING 192.3 CF E '�' •If111ftlIIUI IRIlfl� �INIfIf>riffEfS/f1/ff!■ ' ;��fi���i��ir rt�a. I.F O R NEW CONSTRUCTION ALL 1110E N E M AND I N O E S T C N Y MILE .... ••-v•• • '•� . •..7, 4 ! tMIEG'TIONS 10 8'MIND f0'MAINS SNAIL.BE NTM FACTORY ;'• i._ :I •' I =. : •, SUMP VOLUME REQUIREMENTS 7 FAIRICA1ED•IE .MTh=UNLESS Ofl RNi1E APPROVED• 2X4 2. PPE IIU11EItl111.SHALL TIE ONE OP'THE t•,�t:;;+. 20 CF/r1.0 CFS OF INFLOW A. RECESSED CURB INLETS /I� -s;: ALL FIFO aI4AU.0E COLOR CatiW T PLAN VIEW 56.9 CF MMIIMAJM REQUIRED MTh FOR SA MTARY>�E SEWERS TO BE REINFORCED . • Mgr Rift S VAM SLOE p 'I `r'•...••" •�.�.+ CONCRETE INSTALLED IN • ; 0•CONCRETE A=IM C-14,CL-2 ACCORDANCE WITH PLAN G ptIC181E t#II>>ri a is-$0 ['CURB DRAWING NO. 226 l REMOVABLE WATER AOHT CAP , _ ® VARIES TO i1ATCN SE STD DRAWING N . 25'.1 -�OUTLET FLOW CONTROL "�� HEIGHT! TOTAL LENGTH OF 2X4 TOP OF MIN �� � FOR FRAME AID COVER. LOT* AS SHOWN ON APPROVED SET OF PLANS '30a •.� •� i PAVEMENT f.. PLASTIC OR DUCTILE IRON PIPE "T' MARKINGS TO FACE STREET . A • f • ', is •a • •' a• dt + OR APPROVED EQUAL•I •• HEIGHT O GROUND MAGNETIC-`•` ! '- `A a• .•• •• `,y• a �� ,` I,~ •�• ` INLET FI,�iYte, -2 FT s F •W1 OUTLET 2X4 SURFACE TAPE In r1 . t- • •? f • 1 1/M' NO. 5 BAR 4 ' N COLOR CODE SURFACE •, LOTS (GREEN-SANITARY) �� ........ HOLES a ,• . glib 111 MI (ATE-STORM) r -�,i NORMAL SLOPE 1- ;' OF PAVEMENT �- j35"MIN. t! �� SECTION B-B 21" 18" ri.�* ti ' A' t a MAX • . "A •pit. . . , LABEL MAGNETIC TAPE VAIN BLACK LETTERING t I MAX ' - - . w , p . , , • . R GROUND SANITARY: "CAUTION SEWER BURIED BELOW." ~ •+l• i f :` .I, STORM: "CAUTION STORM DRAIN BURIED BELO41t." r q • • • . • : D ETAI L PLAICE Pr ABOVE TOP OF PIPE AND AGAINST 2X4. /� 4 • : VARIABLE SUMP t, f/ a 6" FOR POURED k4 •l a �r yDEP1N / .�j �� .,w•-- PLACE ` s •• 80 MAXI MUM " ANCHOR TO WALL tNTH STAINLESS STEEL RISER i�F � . 80 MINIMUM CLAW OR STANLE95 STEEL.BANK AND STAINLESS •' REINFORCEMENTy-f• 1 ,:`j 36 MINIM • •. STEEL EXPANSION ANCHORS N 2 PLACES. .+. 5 WITH " � • •, ` a: • .. • '. NQ 3 BARS "� • STEEL BAND TO BE MIN.OF 2 WOE EET -- - FOR PRECAST ••� �- t 'f 041 •• 1 • T *. A � OPTION; CL7NST:JOINT- .4 3 ' PLUG r• t Y a a • •"'' 7t + Cj' `� .r ', /3 OF SURFACE AREA NO. '. T •:. '�' :�::'�.°• �k: ,4•:4' ;r.,;•t <•..�•;•� t•„ � SELF TAPPING CONCRETE ANCHOA •tti : 23" Jr * ti"18 4 • ; J�' Ll 1 SECTION A�A SECTION GJ"�"L? .• iMt.t 1/1' MANHOLE DIAMETER TO BE DETERMINED '.'�.}••kiiii art, ", BY SUMP VOLUME REQUIREMENTS. �• , .+�" x• NOTES: 4 • SEE HOOK r i Y •� *,y.,1 • 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTIR 0-478. .a, 3 BAR DETAIL �, ` a , r . i MINIMUM SLOPE FOR 3/4•-O PIPE ZONE 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF ORATE TO FLOWLINE OF PIPE IS `' •r" '4t lc:•ap 6" PIPE .. 0.010 P GREATER THAN 48•. SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM •, : F e MATERAL AS S SPECIFIED . • . SECTION A-A a • ' 4" PIPE 0.020 TOP OF GRATE. �-a- `�_ ,:t''' SUPPORT TEE WITH 3, INSTALL STRUCTURE ON MINIMUM OF 8" OF 4"-0' COMPACTED BASE MATERIAL ' •.4 4• �'' �' 4. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE REBAR MEETING ASN SECTION A-A I NA, BEDDING GRAVEL. A-815 GRADE DO OR WELDED WIRE MEETING ASTM A-497. ' - HO( � I >� // MINIMUM 2'0" WIDE ELEVATION, 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. #: AND A SLUMP OF 2 TO e. DETAIL CLAMP D}TAIL 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS. AS APPROVED. ALL OTHER `',� APPLCATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. N.T.S. U TTE R Se U R B N LETATH :SIDE SEWER / SIDE STORM GUTTER & CURB WATER QUALITY yen �C[eanWat;r Services INLET CATCH BASIN aeanWater S+ es ((� and aer Services Clean4' at r env PIPELINERE'%SEC) i13 0.,commitment is clear. '- REVISED 02-03 Our commitment li clear. �rtG REINFORCEMENT MANHOLE N N O L E DRAWING N0. 170 D R A W I N G NO. 225 (CG 2 _ Our commitment is dear. DRAWING S :2) RE��i_:CC► n C•. DRAWING NO 515 REMSEt? D3 t?Tfrcafnroitme>atitclear, PROJECT NO.: 328-024 TYPE: CONSTRUCTION DATE: 11-01-2004 N:\proJ\328-024\dwg\ENGINEERING\32824DET1.dwg - SHEET: 22x34 Apr 11, 2005 - 9:32am Jio 20 • . 44 .,w u W ww v V 4 v 4 -v w 4 4 4 w •' v v.,4 v V v V w v v V 4 ✓ v L ,! w 4 w -. L 4 V k. 4+ ../ u v 4-' v .. v v .. N W 4 } t N: 4f t, V W v `, SIDEWALK ADJACENT TO CURB yw., . v n I .';. EXISTING DRIVEWAY - 4 .4 4 _ 2,0' w 4 .,r 4 aF^.�Slf� x �� OUTSIDE OF WITHIN 1" TANK VENT MATCH WIDTH & GRADE 18' CAST IRON 910 PAVEMENT PAVEMENT MSA VENT CAP -\- BROOKS # 37 METER BOX (j� VALVE BOX TO .. J4v y v W v t v W LINE (2) BOTTOMS REQUIRE w w w y w .w 4 4W .�R/ LIE 1$N " BREAK FLANGE SIDEWALK v w y 4 Y u 4 SEE NOTE 4 ,t 6" MAX ---•- MIN 6' MAX, VARIES f 1 STREET ELL 1" UNION 12" MIN E 18 CAST IRON 910 B❑X AEI �� SEE NOTE 3 ° 1" AIR VALVE 18" MAX °;:,�° i ,y _ PROVIDE 24" BY A. (COMBINATION AIR & VACUUM) i " -3�,�^, �~ �I�f� .3,. d°,f,,. .`+:,, t ra ,•.a �. • ' O �,.. �- � rgy 6 i «y}� Pr474 .F•-.• � .r, +'`•°- �' ,x��{td 'r';a'-'s,;.::-;•::\,-...,:.',•:::•`=r�r S r=�i�r t l .,, 9- .00.: A•r .s':+,_,1•>'� �••� h{° t _ 'v •w. ✓ 02,'.r.• ..,.,,� } �, •r {�.t ,�.. ,.• ':�. A"" „fit, f•'" •SEE 4 THICK CONCRETE f. �;s{ �" `-,.; ` ,j • r' i Y,p i 1�,�• .. •., , ..,0- vA.,k''t ,,` s-sz e •' -- ,rJ iir..: 2ys',f..,:,v'A,$-,- "ern. ... �- 1 1/2 3/4 DRAIN ROCS,,.;.. ;, e... \..;._- : • mss NOTE 3 PAD SEE ❑ E 4 ••, : , . ,. 4.,...._.; . 5 MIN 12% 2% ��,. ,` ,. "4 �;:. .� ;... :.,:: SEE NOTE 2 r"F �* r ;° � ‘..,::',-,:%,f,,,,. <S. ' -'E PLAZA WEST SUITE 230 r ..'•�;•:+ `i, !i. r, - ;t.�, ,+ • e'er-• �;•'' �.i :�. '±r„; 'f �>.,. <:°r. - ,, �'�....���.'':::'1 � � w; .;.� ..- ,:EF TAR PAPER (MOISTU'R .: +± t.` r. W HAND TAMP BACKFILL �:. ,, ', = h ` ,� p , 4 -_4,. `.� i ,, .. SIDEWALK ,` 'r', ;:r,, ,,.1 ,` :;•: ,tip°;.`•-:,> ' ty �`;. , ~°. 6 DUCTILE IRON PIPE AROUND TOP SECTION 6 MIN. '` ` j' I I . .r!�4, .:`'i.r,;"`�f i� . .,' r, `s•-. J'° r e ':�`r,=y rr 'cz�^�` €'` 'yz= .e'a. a� 1z MAX, . :\\ .�-\ \\,:,. '�'ts-, :t� r; r ,: 9 . ,-, 9600 SW OAK �r w;. •: 4. Y, . . 4, _ V Y, V Y., V V , . Ye ,., V ,4, V A ' Y. Y. a V V a, v ‘y, 4 V ,a '' '' ''' '-' '''' ''' V 18' CAST IRON 910 BOXES ..., ,.. , 4, , ,... ,„,• 3'-O" -si 6'-O' FINISHED GRADE 8' X 1 6' PRECAST 4' MA)71 GENERAL NOTES .• STORMFILTER DATA ---\ ' ALTERNATE PIPE BALLAST glik LOCATIONS (TYP) .!,,,,,- WA 4 • TY • RA eh 0.4 CXri.frilitnTIMI ■11SERAMIS 1.)STORIWILIER SY SIORMWATER MANAGEMDff INC..PORTLAND.OREGON 1100/646-46417. , - . .. ,..,,..,..., - , .... ,,, .SW (SEE NOTE 7) 11111. (SEE NOTE 5) lIan!....•• -•. ,. ....3,.ii.7731rirlren111111111111111111MEAMI. 0 2.)FILTERS TO BE SINLEN-ACIUATED N40 NIF-CLEANNO. .;.././..////,...•/,.//1',ft."'.''',/•'„/./TOIIIIIIV"..///:„.;7MM-7,,/,`//,''•.,4'-- ''''. - .. ,•;• - ,. ,. - * 3.)PRECAST CONCREZ VAULT TO BE CONSTRUCTED IN ACCORDANCE WM ASTM ce57 1 . .7a_ _.,..i ...- ,..L...AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MO CM. •'' • 7 iilE3111111.1.IMMEMIll 1 EMIriliii.--111111.11111111101111111111111101111111111 4.)STOIDARLTER REQUIRES 2.2.OF DROP fitC*4 INLET TO OUTLET. INLET ANO CUTLET PIPING TCI BE SPECIFIED BY ENGINEER AN PROVIDED BY CONTRACTOR. 1 .illri4-0121.1.1011..EMINICT.10,Y;1111-1Ajiiii S.)PRECAST STORINFILIER EQUIPPED IWGI EITHER CORM OPENINGS at KNOCKOUTS 2 BRASS PLUG AEI .3 . : - . Er._ :--41.1=1.111E11111111111116111111 TYP GATE VALVE ! ' II ; HAND TIGHT 41 . s , _ . AT ItLET/OuTLET=ANON. 0. - . IrfAill74113111111111111111111111111111■11111111111111111111111 6.)RECOMIMIIDED WIDAUM CLEARANCE FOR MAINTENANCE ACCESS. OCINTACT 1110 FOR '. Laii14170.•IIVIFF,Y7I1N IIIKMIZAIIIIIIIICAlll OMR COTTONS F A SHALLOWER SYSTEM IS REOUIRED (SEE DETAIL NO, 503)-N ' , 2" ADAPTER COPPER 1t-3 55/128" ' ifillk "lik 01.11116k 011.16, "111, ' I ,04:1100,-..--- AA:vii,.... ;- 4:114...--- Aw1.--- L..,..;,:;,,,,,::. -1 11-9 55/128" RIM DEVATICN(S): 7.)ANTI-FLOTATION BALLAST TO BE SPECIFIC BY DOWER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE MOTH OF 110111 SIDES OF VAULT. BALLAST MATERIALS TO BE : SWEAT TO FIPT i ' PROVIDED BY CCNTRACTOR. . .. &)ALL SMRMFLTERS REQUIRE/SECULAR MAINTENANCE. REFER TO OPERATION AND PLAZA WEST SUITE 230 Ili riAll ItY"Y#111*YA lei er.., , 321.0* ,././1° sa.. .,..,, 321.0' MAINTENANCE 6490EUNES FM DETNLS. ; 2' COPPER TUBING I...e. --mos. of, 'ass,vs: 'mos,A- 'sum.x.- :::,- 9.)DETAIL REFLECTS DEMON INTENT ONLY. ACTUAL VAULT DIMENSIONS NO CONFIOURATION .,„,,,. ,,,...,,,, - FLOW "''--1;1-`: WILL BE SHOWN ON mtcoucnoti SHOP DRAWN°. I 101 a riiIVAI°CAI itiVA*WA tN1 .1 4•■■••• 10.)STANDARD OCTAL SHOWS KAMM MISER OF CARTRIDGES. EXACT Mikan REWIRED r), MINIMS Y Yieibifig Ilk ' mini= Mk i wow M1/1401 TO 11E SPECIFIED ON STE PLAN. ,., ;. Illi , 5..4,e.1•:,'-.‘i., sairom. ow II IIID IEPY 1 ANTI-FLOTADON BALLAST I Hee" "TH 1 )...-.----•-- All 1 y•4,4,‘..,`'',. . PORTLAND OR 97223 I g i%.,,,v I t-4 rAll if cr:A t-,---A i 1 1- ., . , • . NZ$/SPECIAL AF.99M6e03: .7` *1171"-maxo"---.,„ ,;211112 PORTLAND, OR ',...m o.*." '''.goo 4- "`sterr 0....- 11411P SIC-3' :,>1 • BAFFLE I --1101 c.11.7r.1.71 .• OUTLET ipplAtinVAlirAligrAli, CARTRIDGE , INLET - 1 2' ELL COPPER TEL 503-452-8003 WALL---\ , FLOW OUTLET PIPE -, a" Al kittiTAWrAffiler"relitirOBAY BAY ' INLET PIPE : 4 r 0•• .0 • • , ' ' ' ''''' ': ;;"'.-C-3 1, ', 1'''!•,44:4'•;,Fi'i 1 i J.' 3 W.A.O." „,V&O.'"...)11110"4-!..3 NO Z '31ifier 0.* 3- , •A • •a, SPREADER 1 .,'"\..',.: .'?: (SEE NOTE 4) . 'V WI VW Ittif W NW - . (SEE NOTE 4) 1 ' ,,..,,,, , :•,--_.--,N, , -;,t4A, s. k , 0 :-...,, ,, -.4,447,:,yVe,• FAX 503.452-8043 . . ''' , •--;',1:;;Vz:-_,z-"‘ • '''''''-:?7:*--',`,,,,,s; ,L-rr,',-,f,,,,,, z,,...., ...,,,,y;,,,,,,,-, ,,,y>,;,„.i.,,,,, I k. .-, -; -. ... ..,:. - -: .-.. :---:- ..:,.. -e. :.-!(- i i 1,\ .. 4 .• V ,-.4,-,C;f44.:,„, ,Rti, •1;••i.:(,'';'":''''..:ef'' • 4 . . ___• • .. 4 cl • 'N'''1 '.,0,nW•' .' '' 2' ADAPTER COPPER www.alpha-eng.com SWEAT TD MIPT i,,,, ....-:_mana- ., E OTE 7) 4 . 1.1111111111111 1 1.;....' . (BsAEIL L ANS T TYPICAL STRADDLE BLOCK . CONCRETE PIER BLOCK III !I (SEE D E T A I L NO, n5:,6,:,;(,1,) ,, 8' x 16' STORMFILTER - PLAN VIEW 40 . .,. . r- . . . .„.........a. ,.... . . HEIGHT I t 2' TAPPED NO. REVISIONS mi-iyirocNAF;A: Ipiir.HP0AELIG SCALE: N.T.S. NOTES DATE UNDERDRAIN THREADED BRASS PIPING RETAINER GLAND WIDTH--.-I [-•-- MANIFOLD MAY BE USED IN PLACE OF COPPER TUBING STORMFILTER - SECTION VIEW • PERMANENT GRADE RING 30" 0 FRAME AND (TYP) COVER (TYP) SCALE: N.T.S. BAFFLE WALL .-4-17-11a61:1-114,, . -..,,,... -.7.- ' - " 4)` .4.• -•:' '•• ' ,•• ' "r. - -i 7 .4: .-..,1* . (TYP)-\. . .. .._.' - • . UNDISTURBED RETAINER GLANDS STREET PLUG OR -,_ . - .- . .. , ei. • EARTH (2) REQUIRED iEDGE OF PAVEMENT • . , Al I *. , • • PERMANENT POOL 9 . . ;A LADDER 1 • '4 ' - - ir, , , . 4 r: 1 -4 . MJ GATE VALVE I-- 4!-6" MIN 1 , 13 • ; .. / \\ ■ 6'-1C 73/256 . AND VALVE BOX .., . . .,. . i (SEE NOTE 6) ' , COMPLETE 11,,: se . . 37 I. " / 61 IL 4 ,... y :c.„. ...,: ,,_0. MIN. .., 1),-5 37/;' .11 .11 ' _V,. pc . , „,, ;:. _., _ _.,.. ...... ....„ ....... ...„:„......._,... . . .1.1401 . FLOW SPREADER : _ . , i . ../.. , 'A i ...,. .'.. ..i (TYP) • ameemill;.7111111111111111111111111111111111 • INWIIII/11.1 /.7.-"'"'" ii, • • • T"':• - ... :7 7 7 4.-•. ,i` 4.•,. ? ...,: ...•:1.7 7. 4. . '': 4 .! ! 4 ' . allanalla .`:1 1 J 1#11111.1MMINI! .111aallallinallalaallr a 11111111111111111 r.„ , , ,,,,,, , i 1 I ., • . , .a.-__ . _ - ;:', 1 `.':''‘C';':.'. STORMFILTER .., ''';' \;/:„.,::-...:.--" UNDERDRAIN CARTRIDGE (TYP) :a. i' -1'2' :;-. V-0" MIN. MANIFOLD DISSIPATOR 1S-8 73/128" "1 ' . C.=.:.4;,,,,,,,..r-1, \ ‘,- (SEE NOTE 2) t THE STORMWATER MANAGEMENT 8' x 16' STORMFILTER - TOP VIEW THE STORMEATER MANAGEMENT , I 8' x 16' STORMFILTER - SECTION VIEW A-A StorniFilter- SCALE: N.T.S. Stormirilter• 21-0" 18# U.S. PATENT No. 5,322,629, U.S. PATENT No. 5,322,629, . ... -01 SCALE: N.T.S. 1 NO. 5,707,527. No. 6,027,639, No. 5,707,527, No. 6,027,639, MIN MIN No, 5,624,576, AND OTHER U.S. No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING AND FOREIGN PATENTS PENDING TEMPORARY • SHEET DATE 100 BY REVISON 8' x 16' PRECAST STORMFILTER om 0 DATE BY REVISON 8' x 1 6 o",..„. 99/99 xxx ux = actio xxx xxx ' PRECAST STORMFILTER 11/2 PLAN AND SECTION VIEW #' \ 2/2 ' a DETAILS AND NOTES 0• . ii. STANDARD DRAWING STORMWMER 6' , STANDARD DRAWING 6' STORMfinnin APPROVED BY; NO SCALE DATE: DESIGNED BY:..,a__ DRAM BY:488L..- 4/8/05 1PROJECT NO.: 'DRAWING nix NAME: 328-024 SF818.DWG INANA•11111NT INC. (800) 548-4667 2 DESIGNED BY:J61..._ DRAWN BY:AIL_D4r8505 PROJECT NO.: . DRAWING FILE NAME: 1328-024 I SF818.DWG . IIANAOSNIENT INC. (800) 548-4667 ,/\ / \ , ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEER 2'' STANDARD DWG. NO. ' CITY ,,,,,... 13125 S.W.HA LL OM. "`,'"`z,'-',',:,1,,,,, „ .99A90 09E00.4 97223 BLOWOFF 570 _ ', ..f......,., ,....'003)639-41 MARCH 1998 FAX: 684-7297 CITY OF TIGARD OM OREGON APPROVAL DATE .. , • . CANTERBURY NOTES: 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET • CONFORM TO THE REQUIREMENTS OF ASTIR C-433. FLAT TOP CREST 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AS1)1 C-478 (OPTIONAL) AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, DRAWING NO. 010. 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48*. 4. PROVIDE CENTER OPENING LATOP FOR • .„, MANHOLE DEPTHS LESS THAN 36'. " NMNMSIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMINIIIIIIIIIIMIIIMMMNIN .... i A. • ;•: . V • RUBBER CASKET RUBBER GASKET FLAT TOP 111111 REINFORCEMENT OR STANDARD MANHOLE FLAT TOP REINFORCEMENT ....0 88' DIAL oi. DETAIL #6 BAR AROUND OUTSIDE OF OPENING #6 DIAGONALS BOTH SIDES OF OPENING SHEET #6 6" D.C. BOTH WAYS 13 k 111.11L.8.81.8 2 r.v Ai OW 1rr co 48" li .... .................... .spr.P............."'"".""."."'""....."A a 11M • I a i a 4/•.tit:bi qta••ti ..._- .7: so ' ^r---7--.--....„_._., .., 4,* Is •4" 4 • 14:.!''.,.:'4°10 •..*j: . . . . .11: *.i..6 PIPE PER PLAN • Ili . ..,*. .1 • .. -,.... .. • 111, • IP. • 4*.SO 4 jib. . or.SS•..;4 4*,, i.%if-f.:.41.4% 't :.i?404. 8 MINIMUM CONCRETE ii•4,•• 4:gr' 1.'k'A i:4. •.1, *,.4- . i 4'$' 2 •.-4• 4.t'.1t-:4*..4:: .... . 1: ..,- .. .:. . - . otntighotoe . ,...,, .. 12* OF 4*-0* COMPACTED BASE ROCK PROJECT NO.: 328-024 TYPE: CONSTRUCTION . SHALLOW FLAT TOP DATE: MANHOLE aeanWrServices wilmiwwwwwimmill DRAWING NO. 040 H.:.‘;111-1 (..e.:-*.:.: 011t 11011111ellemi k the& 22 N:\proJ\328-024\dwg\ENGINEERING\32824DET3.dwg - SHEET: 22x34 Apr 08, 2005 - 4:50pm jlo 1 .,' 1 1 , ,,,, ,. n. : w v, , , s, „ , „ , „ „ „ . , , „ . r' \ PLANT SCHEDULE „,„ „ , „ , 23x.7 tE OLIT(SIAt)••28:i.Ui N- TYPE QTY. SIZE SPACING SCIENTIFIC NAME COMMON NAME R Ate' - r -.. 'aa• •1R1.•i.w••• i'; /”' .` L^•'.._'. Y W ,.,.. .`~ ' 4 u. V w',.. v w" ..r V V sr y --• .KP" ` , / — • ; i7\:��,�'t yi , \ " 1.31441"."1/41 4, .11,lir 111,lir lir - ''--- -''' -'-�l�r • ..ga • #'.- , F 21 5 BBB As Shown Abies grand's Grand Fir u w .. 4r - I/ 1 \\V ' -' t4 . TREES: : r' Ali* �19 5' B4I3 As Shown Acer circinatum Vine Maple Multi-Trunk Rali, / .-, 416,,■ IF ,,,,, ID , Inv% -,.' F ,..- 56 2" , /, . , .N4 �, W � �RF �4, cal. As Shown Acer rubrum 'Sun Valley' Sun Valley Maple„... 0 �ES 5 al. As Shown Amelanchier alnifolia Saskatoon 5erviceberr J PLAZA WEST SUITE 230,, , , ifi'/' tiol ,,,..... ,,, .,i„ , . / NI \ / .f i 41 2” cal. As Shown Betula pendula 'Dalecarlica' Gutleaf Weeping Birch 9600 SW OAK / -......•SO .r ��� �,, �, ,, , <, 'E. 40:40-,.... PORTLAND t)R 97223 \ ..470 0. ....... 410410"/ I. .. ...,_. . * atjo�N T ♦ . . --- � 2 cal. As Shown Gornus Eddies White Wonder Eddies White Wonder :. \ , t 4 , , TEL 503-452-$003 �l �� ogw�� j �i �r�� ..r � �t.�� _ dogwood , �,. - ,-�. `' i'�'e'� �■r:. 51 5 gal. As Shown Cupressocyparis leylandii Leyland cypress FAX 503-452-8043 4, � �'.�...t i ... ..... www.aipha-eng.com 1 ' W4 �� • ~: �'' '1..i'' j, µ. ,� r �a�+ � � 19 2" cal. As Shown Fraxinus oxycarpa Raywood Raywood ash i/,r,� ` � .,1 Qri.r •,,�(i►1'41 Wivi, 4�, _t-',.k �,��: , t�� ,�►. ii&:€ - R EVISIONS._ • ..,,, f, 0, � ' " ► :'0t �� 13 5' S4B As Shown Rhus typhina Staghorn sumac DATE cie,..,.-- .: N r, +tl/ 4 �� \ '�►o -� S T --- O 12 5' B4B As Shown Thu la licata Western red cedar s.■ ' a �� �� * I1)p tiy. 65 5' E34 3 As Shown Tsuga heterophylla Western Hemlock 1 OA ';- ., • - * OIL ...4 iik - !�` ' , / \ :,..' ► r :r ,� .�, .s: -t`„�.t =vim �'• .a• ♦ ' `\Ilk X11 'f:..��: !'...141#.:c:.'44-''''.•'''' � ' r�_ ,.•• � "!' '�� ' ! ! OW 'WI, �IAA?� , 'z.y>�i�"� \^► 1":.•�”' •Jr� t : i P • I,• � -,a •Y y�(1�i•��y� •'I "• 'Polka' i s ,e `;�,1,��, �,,> ;" ♦ r w ,� !�i �+� ..R,t .-:.::'*•. --',. � I 2" cal. As Shown Zelkova &errata Haika Polka zelko ���+ ` '''••• ae� =•.. �./ . ,0I�. i! .a.: :'+ •.fir. y�7 „� t.;: ,•y•'• Ale" •t»i•:t:.r i-+i;`•'• �(j,}' '�� 1 i `1 • a a�liy• +RF „. \ 14*40.01 � ti'': le AI fit, 'I' ,•1 .l t•. >~ o �r�,.� :1`'•►'• '$ ` / - - e,M'.:MF;i • f• -, , t .!7'1."-.i •'t v .:'.1;`;----;7,....!v-:.:. •0 4, ;--::I• ' ;,•' :•. At-4°'.•.- J �g'n: .,�•• „ v � , :: �,� ,_ � ..�,, ::: — . Existing Trees .3: Imo" FAO/�J \ ,/ �.., �1;!i)j,' `: TYPE QtY. SIZE SF'AC(NG SCIENTIFIC NAME COMMON NAME moisamormomommommilmmoman �r /�� f ` '' _ob.. .•.. V44,4: /,'.1' 7-'' . 1** IMPILW114111111ri\ / / 1 ,A-• \/ , : ;-. •.:,-.,.. '‘,10, ••;„,/ Ji',-;-,;;: 4 4°7°41 • VA At:::;*;-:: '/ , #._,GIS var. ,,- ,A ,,, -i" ,I .�:. '° _ �'i '' i .: 2 gal. 4' O.G. Corms stolonifera Red-Osier Dogwood •�40 ..- , „ . /' o� ' ' f ''''�= ;--= •±.si p 1i,, 0 - 220 2 al. 3' O.C. Erica x darleyensis Darle Dale Darley Dale Heather kIIwA#r ♦ r, ,..� g 380 Npio._.. r, .1 ? , ; /', `:0∎ ,lit. )r ':• / i!=�...`\`'i � 1'f �Vj��'"�!i7�., I 'r'� 3 gal. •3' D.G. Euonymus slats 'Compacts' Compact Burning Bush • •• j 4ir..... ' �i . �' 14 :* ��*r , �:..• +i� �v t'1it�►�'��i0 I .'i!�!' 1 " �Vf��7Vfl' �� ; �;�' �;s -.. A� fk +;, 411 ;\��'y :' "°'='ill I` ► 23 l gal. 3 o.0 C�aultheria shallon Salal t'5 JE RE G. E-+ r` S%eoS► a...! Ir: :. �.' 1 ter• P4:1 . \o V ,� �,. ;, ( ��. .,,� 61 2 al. 3 O.C. Holoddiscolor. s•:•, III 0.4..--ja r �. � _ Q g OREG4N•i•. .'►'• 't+''• 't' /lit ti`s ,►1JAe'1��••`" I �1�,�• \ r, r i -, + ,: • :4 •, i. ;"� :. , • r ,I.�„� ��IF yrj 1 •*�.;i; \ • I!, ��� 1. 3 D.G... .$ '`' a„- •: a;•�,�' �• + � i i,..Y '' ,. ' - "� :..�. ,- .;�� i��_►, � ..•�.. t,'\ ,�►� _ 69 3 g Hydrangea oph Glowing• \ .�•' � �,�,,• .t ` ' ' a macr ila Embers tP ,o,'S A i +l't �♦ ` ',>4 a ,. •-a '%',1��►� ri� �1,����i11r � /�•,t `�Y �\\ 'Glowing mb�°rs' f Hydrangea ,.. , , '�w''o:: ,-,-.=.::'--„:-.:! ::. :; o t- ,f �l°,�► �.�% .�„ 11;:! Biglea Nc�d ange l ,i. r,n, �•, 1'' ,.' w`ty 4,4-4•11.r.,,,..,,,-,: -...:....\ 11,Altco'44.�I ►��\1�• - •�,'".:! , y' 1 t I i. >~ � , '�$ ��/♦ra/_,.> : ,• ;;• ►� �,rrf •,1�1%� � - i� ® �16 2 gal. 3' O.C. Ilex Crenata C nvexa Japanese Polly 4. r>' f' f • i \ \ i• ; ,4 - 181 3 al. 3 O.C. Mahonia a uifolium Ore on Gra e I. , �,.v�♦♦♦��.:., �i �tr7 ►•�•_ - ! . 0 362 I 1 3 O.G. Mahonia nervosa Longleaf Mahonia al, ;.`� ,/ \ / ,. .3•.f .., i-,` / \ '` •449► f� "� /�� , . ' � \/ \ ,:' :�, ERR” .. : : s:;:,�'� .:..:.° \.' < � • ® — Pennisetum alopecuriodes Fountain Grass Amp f` s' dititor',-1- , , \ ';;�, ''• _ '.,~ '� 'L 40:42,1474.,-*Pri:9:::: ,,�'1 �; 1. 31 3 gal. 3 O.C, p� ,' " ' M..': :; ':_ ,' �• ~ ��� �.. il`I Photinia labs Japanese Photinia CASTE R81J Rl ;' �` ; i / \ / - :. , \ \ , ,/r U © 6l 5 al. 3' D.G. g p / 41A'�� �' �:..• .: � ,�i �'• — capitatus i Ninebark : # 4 ` 22 2 al. 3 O.C. Physocarpus cap talus Pac fic e.., 7, is r 1 1 \''' 'c% . h •:•:•• .r \ i. �. , .ttY t1.,/ .N.°` 1/, �'• >>.► "`� •♦�►Q..> f. \ \ + f ✓� +i + +.'` �� �r r . ., � 191 2 gal. 3 O.G. Polystichum munitum Western Swordfern Arr 0. . 1 �-'. ' :e 1�♦',►'�;'i I,,t rt• , c..- . ��••/ ,.�> h'f\\ � / ►e�I' ./fy�- .�;:�RIi�y�i.,��/'f,;l'��\•%` � s' ', ;e 1 t e 1 1 �' �;!►'��, `�;r ,�: •,-......r..•� ✓ {: -�! \ �. ��.4,./ a' , ,�t , ::�`►„/►',:'' ' �„ +.�i 0— 185 2 gal. 3 O.C. Potentilla fruticoca Sutter s Gold Sutter s Gold Cinquefoil..- f ",• ,• +- `: -``l:r•.:`:" ,k': `:'i;; • 0 r/ ,,i''��f ,° \ .s",MY, ic.►lt r :`ry`''! ' 1•' :,;,. , �� Rhododendron "Purple S Splendor" Purple Splendor Rhododendron to,J �:. ... ';;- 32 , ,�,,, ., % r 0 . •, •=rxr,t , 12h IS BBB 3 O.G. R p P p p r �ti'�•/= _' =!� +.a :.•° :' �:,,,'r'•�, i� 74W,/,, \\ 4,"t.,s, \\yr' 11 P�.F , Q 39 2 gal. 3 O.G. Rosa Nutkana Nootka Rose r' w"My ,•� .42 ,'t4,_\; :,.t:•,•' ¢ ''� 4 „� �,�.�, ''`y \ \\ ��, \�\ +• 1 ,f �.•R �� �♦v♦.+:f::' 44, - '► �„ ,;, r • \ �. O 64 5 al. 3 O.C. Sarcococca ruscifolia Fra rant Sarcococca of:ff-. -Q� (:;a :,,_..• ((j, f •._ , ; t, : � 0— 211 2 al. 3 O.C. S iraea x bumal\ �,�..;.;..-�,�� � � ! �! yy, \ •1dP g p da 'Anthony Waterer' Anthony Waterer f3umald Spires kii1 AO.- \ , \ ► ,' `\ \ •$"#', ` 1.� ,s \ 124 3 ga 3 Q.G. Viburnum davidfi\ ' :! \ \ . \ \ ice•. , .,. � jAL1'3AY' IP s: David's Viburnum ' 4 5 I 3' 0G • ��g �'\\�� ►• :. \\ \ * N. \�\ ,�►. ::; �'' — Viburnum plicatum tomentosum Doublefile Viburnum.. �' i f' / \ •a�.. S si'•v•!l:•.•v `, r, \\ \ �J`� \\ \ �,�,• .�.. „�3rt�Ir /` �`\��'. �� •J p\\s,' .4110,•, so, .. ., .., , > ,,,,,4l '�R:��� / / A„:„.....,,,,,„ r :r:. origt, A4di,� !�► ��� ir� I, r�'ii° i:,;.�. Rr.�`I.\ � R •:�e;�,• .V �:\•a' i �: . : ,+. • \\ ��,i, '.> �' ►�'{° . �i' �,.: %/4 :♦'�u .► TYPE QTY. SIZE SPACING SCIENTIFIC NAME COMMON NAME � �iO ',I�I�,%� \ '��i� . �1 �� ✓ l ,\i!` a. r i j 'U, :.:`•.t 'Ij. �.:1 �1� 1�e ►.'� .:� .`�; - \ r�< / :•:• 'i ,a ,•1p►r ">i. p GROUNDCOVER• :�t. .1.,¢' s'i..... .,.�•,. /r.� 4011.1111r. �»► / .•:, .� PLANTING PLAN . °'` _ / ./ \ •i•'' ►� '';,,; f 4 .:t ijj ;:f:;iit;: . l al. 30 OC. Arctosta h los uva-'ursi---...7-4ewairitico :40:4.1 N wk. , i Ali .. ireher.a.t-• ♦ �► i�� . �.i Q ' `�y '� '. 1. 51D g p y Kinnikinnick! a . a . \'1 t r e'. .I'', O r .• SHEET 1 I .YQ•'�. , ,�'�L ail �� t'' i •f►•i :w:' •lig,`t , \ ,� /" •.i �.• ,' ' ►1';,, ,� ,2:,�• 322 , .tiv.:-'�' ''� �, i1 `\.' -�,�.lf-I. rA 32o it• :�' ,�;. ;�; �,� �,;!,�,• �� . {4�/ , \ �,.��r.�♦, .f,, ■ ` g c Periwinkle f '" 1 al. Vin ca minor . ,� a ;.�; o ., ,• ��� v , 18 O.C. Dwarf � �' * `� '� i' ' '�< j� ` �� '� ` �� �\ \\ 240 1 al. 30" D.C. Cotoneaster horizontal's rl,„� \ •�� li�� Fil �tri►,b,� •�a� \\ � g z Rock Cotoneaster , ..„.-:6- ,,,\,:„ , „,i ,,,,,,r,„.„,,, , ''' \ j' `> :z\,� , •t• \ a Q \\ \ 1 4 t�, •1' 4 \ offori,. ,; ,® f1Pbd �` \ �.�ro,•;.. `• ±�. '��� . PLANT QUANTITIES SHOWN ARE TOTALS FOR THE ENTIRE PROJECT �- \L \\ \\ E�� �.� \\ ,” \\ ♦ilk, .,tti''°.i ,f.Y. \•\ \\ ` ,,\-.� . s� \ �� ' \. ,,• ,•1 ', • NOTES:. 1• \ ♦.,,,,, \ sue'; r , ��.. ..,,�// ..,,,"41k yr \ ' \\,,,,,,\ . ,.,_. „\// 4�;,; , , v- n -�� ,► 1. Lawn (s to be lanted in the areas behind the housin units, to ,`\i� - \ ,',; Z ::tom/ • ♦ 4 •r •�.' // \, •,�• �/� allow for outdoor la(( zones. Use Seed if �jlantin is done between �' ` \ Ir malt`' ►.. ; � • t x�'�r �i� tra11h'�,.=,1 �!i 1> •, ,,�. - ►♦ r i c,� I) `►� �/ •,� err mid-A ril to mid-October, otherwise owner ma re uire sod Icon. �' ■�t11,110' idill �'��� ,..1 , 1.1 a,:. '+ A ��� � � +� / /i///� / %�/ % /'/�, \� �Il,.r �. i r iii;'{. ' -t I, ���- ' / f///1%<,i// f, �j/„,�+�► ��,�►. — ►� ,- �►. . , the followin y `k,- ,,a., - . , .! �` ,�, ,/, 2. Apply g seed mix for the lawn areas . ,klk �rair,,1► (Ø \\\\\. :,,, ,, sv ,,,,, w :''� `+r��:.4. \ / ��♦♦i� '; ; /41wAilv s, , ,:i ? , /�, / ! heavily treed areas to rovide a low maintenance tree understor*' '`p ` j. , t, ¢+;.► �/ r �', ' fl Oa i / ' / 1:� J'i- /,///f,i /:J,', /:- ' .E 1: 0 ,:., Ito ti ,',.. Ni„,,,,,,• • 4 • \v '0,�'�• t �/' �;-..�►/" ' %� %��! � 4. Apply the following seed mix for the wildflower areas Shade '5-4f ‘ r. ., * J '♦�♦44 /kri•N r.-'' , < dr,44-4117 ,� % d we 0.5 s. 1 O O s.f. h droseed a.� .1 ,�,,�,� t /:::::/' � Wi1 flo r Mix lb / D lication. J� \ ?%.j ;r,.♦♦♦♦�' /r .�'rte �.►, t ' �,r !.1 /./,% ///i////. J /l� i /:/,',,r/J ji� f- ..,.4.n ► \ 1.�'r=••,-' �f�.��'�.�♦♦!�`� �-� \l/ - , 1f,,�1 J ,ice / /;;; ' fY ':,, �• , .. ♦♦ \ .„fir.:+ �. � �lY�*,� •,�.,fl(J\-7►� t►� - , ` '>►�I 11� / i'//�/.,,.. / %, �'i,�r. ♦ , ...,' '. ..y, /i<4;, ► t 1 ,ip ,� / /� ,, ! 5. Lawn and Wildflower seed available ate%�i =i �`... :yq,�r�•,,.� ,i`•t� ti t ,1 , PROJECT NO 395-063 ''� W �i !u►' •::_. ;,., .. Is. '...' / r Sunmark Seeds, 1 888 214--1333., ,' �� ♦�. .,jl .Ijr ,,-, �' �1♦;♦',.,:i�►;;' ��•`��„ l ". �o , / % �'`�' % i� ' TYPE: Punning•• .46 ♦ �,- ,`.,� �, ,..,,�,,,�.�..► '/ 1 ,, :,: %;� 1i 6. Follow manufacturer recommendations re rdin seed a ea..... ' ' (1,4‘% 2- '' '\ �' �.•'•�♦♦.��. ♦I� �. � �:.:.. / >,!, // i,,,,,/�, g DATE: 04.12.04 V,,Y,NAIT I 11►� ��• • �► ��►, ►, ;;� ► / •,� ' preparation application rates timing and maintenance. -r)....v • lli; � {,: �� �...„ ”,` aQ.^,� ,v ��.4.,, ♦j1�` . �, , ::.. •. rA =/ SCALE 4. 4rii) L. 1 t3:lQ�� .t �� ��� t/j \ \.'+ �►,1♦♦�11f ,,, •:, {�i Vii,,' ':ate• , ♦�'`:i S:wF ' 1*� '� :�.'~ • ,►�I-♦;�� •;4,;!'�� '�,,; •�*'�♦��� 414;i'' '���� i, :t: •..:.,r; �� E E T 30 15 30 80 !�'9tf Gq.. •,:�� �.. �� /. /#�f♦.��f.�'��,� �� �t,.a .." • j. ;r ^,•,�::;t..a• • r Iv.+, VX ' '',.:....-7;/_/- i 4' ,4:4/*Ss:#44Witali"' g. ' (./4 ki 001 .. • 740,E ►.`\'��'*!'" !'� r/r 1 IN 30 FT N:\proJ\328-024\dwg\32824PLANT.dwg - SHEET: Plant Plant Apr 11, 2005 - 2:30pm clv . W ... . .- w .. _ J v _ V _ ..r w _ .., -,v _- V .... .. _ PLANT SCHEDULE ��,,. TYPE SIZE SPACING SCIENTIFIC NAME COMMON NAME REMARKS TYPE SIZE SPACING SCIENTIFIC NAME COMMON NAME �� `..` - ., :if .,S.a; TREES: SHRUBS: • — {D 2 gal. 4' O.C. Cornus stolonifera Red-Osier Dogwood a v 5' B4B As Shown Abies grandis Grand Fir V v e — 2 gal. 3' O.C. Erica x darleyensis 'Parley Dale' barley Dale Heather _ 0 5' BBB As Shown Acer circinatum Vine Maple Multi-Trunk e 3 gal. 3' O.G. Euonymus alata 'Compacta' Compact Burning Bush AEI — i gal. 3' O.C. Gaultheria shallop Salal 0 2" cal. As Shown Acer rubrum 'Scarsen' "Scarlet Seminal" maple 2 gal. 3' O.G. Holodiscus discolor Oceanspray 0 iai — 3 gal. 3' O.C. Hydrangea macroph lla Glowing Embers PLAZA WEST SUITE 230 5 gal. As Shown Amelanchier alnifolia Saskatoon Serviceberry 'Glowing Embers' Bigleaf Hydrangea 2 gal. 3' O.G. Ilex Crenata 'Convexa' Japanese NoIly 9600 SW OAK 2" cal. As Shown Betula pendula 'Dalecarlica' Gutieaf Weeping Birch ;1;` — 3 gal. 3' O.C. Mahonia aquifolium Oregon Grape PORTLAND,OR 97223 0 1 gal, 3' O.C. Mahonia nervosa Longleaf Mahonia TEL 503-452-$003 — 2" cal. As Shown Cornus 'Eddie's White Wonder' Eddies White Wonder ,, dogwood e- 3 gal. 3' O.C. Pennisetum alopecuriodes Fountain Grass FAX 543-452-8043 Olt - 5 gal. A 1 5 gal. 3' O.G. Photinia glabra Japanese PhotiniaS SHEET 2 g s Shown Cupressocyparis eylandii Leyland cypress HEET 1 www.alpha-eng.com — 2 gal. 3' O.C. Physocarpus capitatus Pacific Ninebark 111 0 2 gal. 3' O.C. Polystichum rnunitum Western Swordfern 2" cal. As Shown Fraxinue oxycarpa 'Raywood' Raywood ash REVISIONS 0— 2 gal. 3' O.C. Potentilla fruticoca 'Sutter's Gold Sutter's Gold Cinquefoil 1►i a is" BBB 3' O.C. Rhododendron "Purple Splendor" Purple Splendor Rhododendron NO. DATE 5' B4B As Shown Rhus typhina Staghorn sumac 0— 2 gai. 3' D.C. Rosa Nutkana Nootka Rose ,��ii � e 0 5 gal. 3' O.C. Sarcococca ruscifolia Fragrant Sarcococca , �j� �` � , f, / fijr ,� 5 B 8 As Shown Thuja piicata Western Hemlock ®— 2 ai. 3' O.C. S iraea x bumalda 'Anthony aterer' Anthony aterer Bumald S area !' % `%f�, '',// ' '''�`' y p TYT/� ,. . %. /,/ . TTY' n %ii//�% j// f /'�f%Yj j r / . j�� 3 gal. 3 O.C. i ii David's Viburnum . !i TfT l' T �,r ,`��% ;,;/ /% 'T 5' B e. As Shown Tsu a hetero h lla rn red cedar %, , 'T/,—T,: T (�� g p y Weste ® g Viburnum day d D , , / ,/' ;f ',' 'Tif,� �/- " ix,, ,,''''---1,:,/ ,r, T! +11�► /, ',/,':///, ',;;,',/'// T i — , %r it/ , : I) .r 5 gal, 3 D.C. Viburnum plicatum tomentosum Doublefile Viburnum 2" cal. As Shown Zelkova serrata '1-Ialka' Nalka zelkova TYPE I SIZE SPACING I SCIENTIFIC NAME I COMMON NAME I Existing Trees GROUNDCOVER: ❖•+•••••+•+•••••;•••+.•. ••••••++••+•••••+•+•+•••••' I al. 30" O.G. Arctosta h los uva-ursi �o.•.o❖.+.❖.❖.❖.� g p y Kinnikinnick ���/ 1 gal. 18" O.G. Vinca minor Dwarf Periwinkle 15.\��\ 1 gal. 30" O.C. Cotoneaster horizontalis Rock Cotoneaster 30 $ PLANT QUANT i T I ES FOR THE ENTIRE PROJECT ARE SHOWN ON PLANT i NG PLAN I. ' ' r JEFFRE G. JOHNSON E-,4t,..i)C11 ••..•, J /. �r� '►I♦�� .; . \\ y ♦�♦♦♦�1r.,• ` �\ l 1 I i r�� 1 1 ' J - . ••f• ►bV s1.` + i"t"• J 1' !�I•�+. - \ ,! .♦ `:•i s• \ '� I I I q '�!+'I I I I I ,r�- �!��' ♦. rI♦. �,,+I �• j' (� i t!.1: .};::::III . ' \ \ ..• 1 \ , �"`,�1� ( I i — /�>. c ,��p*�► iii • `+ OREGON eif,/ . ` r �.« t/ lid r \ T \_ �� �,��•��l�,�/..��5� '/\ .,i , �� rr �/nrl In+ � 1�+ , 1 ', ► { *� \ r. •+pill( ' \ -\ �I f r / ii+w 1 � 1• �1�_` �' '1, ��tyl - L V v i,i v iii �'' / v v /� ��r ��I��T,:;�i ►'i/�'1� �Ili�•111 i� ��'�� ,.!!�1'��i��: ► ` �� `',44r$,,,I-'r1 I or ,� f � •"�� �•, ,:.•. i EQ '..c. Ih�llr" `'� �I►�,�IIR �`+��..rtr '�! 362 ti►♦`�`�•,i► i, \., ;/` ® - \\ r .,�• �1 ! 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' i� `t . * ,\ ..:.--..:--•/, v'.r�♦'�w♦'r'►I'/i�4 ''�•"'" Y ..�.:: ..s' .qµ.'+ "/r .. :�` '�'i= ; ')' 11 p� �j �"•��` 1 4 v ` Mf ?iT■ \. s ,,. •• _ __ _ � 3 �% 'i'�`.. � ►: ��♦ !i��1/�r, ' war ,. �! a ,� .■.t1�`' 1 1 ; ,;,' 1 ! ilk /j am No°\ \ .1,1, \ --..-..,..41.1.-"".•13'.4;f4, L .4":".7:4474`.":" , '3k % 1 VIIII ,7.1 ...- .., , 4- , —•,,,.Arkitt,,,iw: \'' .- ♦` \\ .. \I)i.A 1 i,« / , 1 /. •.r•• 1 1' •'•,'1�'r 4'°» 1 1 1 ./ �' , -t •....,. i / v , 3 Vii/ "�` ���r ,v'r i ,' ‘ 1 / 1 44., ,s , \1 r �-,:, t 'tiR,����\ �i / / ' // r ?IFS^ ..A+��.II i 1 1 1 0� a J ► �� r,'•+ »." _r '"`'. /I - ~'. � ,,„I"4 1# �, �+ • X11 / r i!� ± !....,Oro 1 1` 1 1 #���` �►�–' 11 ,t r•. ..\ \ \ (�� / • 1 ./r },,} r• rn►� /CAI r : a •.. - ���� / ' •1F, ^1�... 1 1 1 ,}��a�� 1 1i.�' `� 'III • r �` •r�� • , `.. y,I� _1-`,. - ,�,. `' I+, / r° ♦�� �.,,,t 1 BSI f', , r �� �`. �' �I` •*•.is • ,#..'�T , R` « `\ ! •�' \ % '' `�,}31304., l�t i } 1 �l,+�lr� ` ,' ` ��il�" ' ` ,mss;. • � I .+ j*�t t*,��► 11 1t } 'may!'!ice/. � ,,\ a� ��►,�}i�p ++o1.;;r i 1 1 �1�����; !ii►Yt/M,�� �� �1� 1 7 f / ,`` ��\CD mil. i ! T v 'a�i'� 1 ' 1 1 ���rli allOrI��� �� mss, , •• _ `� APT / �'�, .. ,,, # r , - / .f.........,,,H.4.• t ' ,.�O ��,!',� 0041 `pig �,Jo �/'�∎ .,,�/' �,� a'"'► 1,,.,, ,.,\*;,..*„ ., . lam!�. ..�>r I'� . ` �/i„,,,,,..,,, n,.,4.., if _ 4 A IiiiIrib, 110 -414' i,\-,*?.%.,, . ''. #� / tip` �j� �4' . N -• • ft* ,, , , + Y 4.: i tb. PROJECT NO 395-063 `tip � ' .. - .� ..\\\. TYPE: Planning• DATE: 04.12.04 SCALE 30 0 15 30 60 (;) , 1 IN = 30 FT L. 3 N:\prof\328-024\dwg\32824PLANT.dwg - SHEET: Plant Plena Apr It 2005 - 2:31pm clv _ v v aJ ,,v - - ""� v,_ GENERAL NOTES: LANDSCAPE SPECIFICATIONS v ,,„.,. General PLANTING -y _ : , 1. Plans and details on sheets 8-11constitute SECTION Al - v : _, 41:::::: the construction documents for landscape improvements at Canterbury General Specifications Seeded Lawn _` _ y y v £ :;:. development in Tigard, Oregon. 1. Any discrepancies between these plans and the actual field conditions shall be 1. Grade base to maintain existing rough grading drainage, providing uniform and 2. The Landscape Contractor must be licensed to perform this work in the reported to the Owner. In case of discrepancies between plant continuous slopes maintaining minimum 2% drainage unless noted for swales. ` v State of Oregon. schedule, call-outs and plan, PLAN shall govern. 2. Rake and remove weeds and rocks over 1-1/4" in size in top 4" of soil. : : v 3. All local, Municipal, County. and State laws regarding uses and regulations 2. Notify owner for approval of fine grading prior to commencing plant 3. Apply ground limestone at rate of 80 pounds per 1,000 square Feet. j r y V : v governing or relating to any portion of the work depicted on these plans and details installation. 4. Thoroughly mix and then till (rototill) soil additives into soil base a minimum of 6" in a AEI are hereby incorporated into and made part or these specifications, and their 3. The Contractor shall maintain a dean and orderly construction site, removing all moist condition, then reestablish a level, smooth surface. provisions shall be carried out by the contractor. rubble, debris and excess materials. These materials to be properly disposed of off 5. Roller seed bed with water filled roller in two directions to firm up bed. Regrade if 4. The Contractor shall obtain all necessary licenses, bonds, permits, and insurance site in a timely manner to avoid unreasonable disruption or mess. necessary. required to perform the work indicated herein before commencing work and shall be 4. All paved areas, fences or surfaces stained or soiled from landscape material shall 6. Spread Turf Treat lawn fertilizer at a rate of 5 pounds per 1,000 square feet. responsible for coordinating work with all parties involved, including jurisdictional. be cleaned. All surfaces shall be washed with proper equipment and materials as 1. Sow specified lawn seed (minimum 1 pounds/1,000 square feet unless otherwise PLAZA WEST SUITE 230 5. Contractor is responsible for locating and protecting any and all existing utilities on approved by the Owner. Stage no dirt or bark in public streets without specified) by seeder (do not apply if wind exceeds 5 mph) evenly over entire area by and adjacent to the project prior to beginning construction. Owners approval. sowing equal quantity in two directions at right angles. 9600 SW OAK ,. The Contractor shall locate and protect all existin utilities and features on and ' 5. All trees, shrubs and ground covers to be planted as per plan, specifications and 8. Rake seed lightly into top 1/3" of soil, roll lightly. adjacent to the project site during construction, and shall repair at his own expense details. After final raking, all shrub beds, tree rings and mowing strips shall receive 9. Apply mulch of damp peat moss 1/8" - 3/16" deep. PORTLAND,OR 97223 a 3" layer of medium grade COMPOSTED hem/fir bark mulch. 10. Keep mulch dark with moisture until grass is up. all damage resulting from his operations or negligence. TEL 503-452-8003 1. Protect existing buildings, walls, fences, pavements, reference points, monuments 6. Any changes or substitutions in plant material or revisions to plant locations to be 11. Protect and maintain the seeded area until acceptance of established lawn. and markers on and adjacent to this site. Protect work and materials of other approved by Landscape Architect prior to planting. Adjust plant locations in Note Hydroseeding is an approved alternative unless otherwise noted. Nydroseed j pp y p p p g' j p any areas with slopes greater than 4:1. Clean up all overspray not in the designated FAX 503-452-8043 trades. Use all means necessary to protect the public from injury at all times. coordination with Owner if deviations from planting plan are necessary lawn area. 8. Any discrepancies between these plans and the actual field conditions shall be due to unknown site conditions. Www-alpha-eng•com reported to the Landscape Architect prior to working in the affected area. 1. Plant materials shall conform to American Nursery Association standards governing 12. Regrade, repair, and reseed all washouts and thin areas. IIIIIIIIIINIIIIIIIIINIIIIIIIIIMIIIIIIIIIIIIIIMIIIIIIINIIMINIIIIIIINNIIIIMIIII 9. The Contractor shall maintain a clean and orderly construction site, removing all health, size, branching habit, form, and root development. rubble, debris and excess materials. These materials shall be properly disposed of REVISIONS off site in a timely manner to avoid unreasonable disruption or mess. No materials SECTION A2 shall be staged in public streets without written approval of the Landscape Architect. Planting specifications NO. DATE 10. Plant materials shall conform to American Nursery Association standards 1. Backfill soil for all plants shall be a mixture of three equal parts topsoil (from site)± governing health, size, branching habit, form, and root development. rotted manure or mushroom compost± and rotted sawdust or leaf mulch. See planting details. General Inspection and Acceptance 2. As necessary: Preparation of soil for perennial overseed areas consists of 1/3 of APPROVED 1. The landscape contractor is to maintain the plant material until the work is rotted sawdust or animal manure, 1/3 well drained sandy loam, 1/3 native soil, mix completely. completed through final acceptance of the project. See planting instructions below. MAINTENANCE 2. The project remains incomplete until accepted by owner. Trees SECTION BI 3. Seeded lawn areas will be accepted provided a healthy, generally uniform in color, 1. All trees to be healthy, disease-free, well branched, with straight trunks and well Maintenance Specifications During Construction close stand of the specified grass is established, free of bare spots, weeds, ponding, crowned. Remove all dead, dying, and crossed branches. They shall have no cut 1. The Contractor shall maintain all landscape areas until project completion and non-continuous slopes and surface irregularities. off limbs over 3/4" diameter not completely healed over. Trees shall be free of acceptance. 4. No fewer than two lawn mowings shall have occurred prior to final acceptance of scrapes and scars. 2. Maintenance shall include at a minimum: any section of the work. 2. Wire baskets shall be cut away completely. Avoid ball breakage. The first 2/3 of the A) Regrade and re-bark any settlement, or erosion washout. 5. Upon completion of the irrigation system, as a Burlap wrap shall be peeled away prior to backfill. Trees in tree wells shall be 8) Monitor irrigation, adjust as required. condition of it's acceptance and for final payment, deliver to the Owner's installed with crown flush or above surrounding grade and paving cover ball with 3" C) Seeded area care includes reseeding, repairing, weeding, policing and representative the following: of bark. removal of unwanted plant materials and debris during specified period. Regrade A) 'As-Built' drawings that include 3 prints and the supplied reproducible irrigation 3. All trees are to be planted a with approved material and reseed all washouts. Fall leaf removal is outside the showing at the min. valve location 4 size, controller number 4 size, GPM, pipe minimum of 24" from any fence, pole, wall, curb, sidewalk, property line or any other scope of this maintenance specification. size, heads, uick couplers, manual drain and all other required system landscape feature, unless specifically called out in the plan. Trees shall be placed a D) Co ooted bark mulch shall be maintained or brought to a 3" depth during' � � components. This base contains all revisions to the irrigation including a minimum of 1' from irrigation heads, minimum of 5' r street lights, unless this maintenance period. '* �� from , Controller Zone Reference chart and controller operation manual. g noted otherwise. g g E) Maintain all tree stakes and guys. $$Q B) Owner instruction for operation of system components 4 system winterization. 4. Trees in tree wells shall be centered. Over excavate all compacted material. F) Maintain all barked areas weed free during maintenance period. ' Cam. When the landscape work is completed, including the above-described 5. Plant all trees according to details. Orient best side to dominant view. G) Any unsatisfactory conditions arising during this maintenance period shall be t"'' JEFF RE G. JOHNSON E-+ maintenance, the Landscape Architect will, upon request, make an inspection to glx. s brought immediately to the attention of the Owner. ;1* determine project acceptability. Notify Landscape Architect 48 hours prior to visit. 1• All shrubs to be container stock or bare root during season, well branched, healthy, `A OREGON 47 The Landscape Architect shall determine whether the project is substantially disease free specimen materials. Plant minimum 24" from edge of paving, 24" from ,o \ ' complete and conditionally or unconditionally acceptable. existing trees and 24" from new trees. Plant minimum 18" from adjacent private �� �'� 1. Where inspected landscape work does not comply with the specified requirements, property lines. A.E' Ai' replace rejected work and continue specified site maintenance until reinspected by 2. Plant all shrubs according to details. Orient best side to view. the Landscape Architect and found to be acceptable. Remove rejected plants and Ground Covers materials promptly from the project site. 1. All ground covers to have I year minimum root development, with crown 8. Final acceptance shall be in writing from the Landscape Architect or by Landscape proportionate to container. Plant using triangular spacing± locate ground cover one Architect's release of the project retainer. half of specified spacing distance from any curb, sidewalk or other surface unless 9. This Landscape Contract requires that ail workmanship, supplied materials, site otherwise specified. See planting schedule for spacing distances. CAN TE RB U RY furnishings, plants, lawn areas, and the irrigation system shall be guaranteed, upon 2. Plant all ground cover according to details. completion, (except for acts of nature and vandalism) for 1 year from job acceptance. SECTION A3 Lawn Area Installation V"°°DS I. Owner to review and approve layout of lawn area prior to seeding. Receive approval of fine grading prior to lawn installation. 2. All lawn areas adjoining sidewalks, concrete slabs, manholes or curbs are to be installed flush with the tops of each surface to facilitate mowing and maintenance. Lawn areas adjoining fences, walls, utility vaults, buildings or other site features, shall have a uniform la" barked mowing strip with catch to facilitate mowing and maintenance. PLANT ALL TREES WI TOP OF ROOTBALL 1" ABOVE FINISH GRADE 0,111 / STAKE WI TRIPLE GUYS� At s"x�"X8' D.F. STAKES RUBBER HOSE 4 DouBLE P EA N T I N'G o 2'-6" MIN. BELOW GRADE STRAND 14 Gs,4. GALV. o,, , WiRE OR APPROVED �., r 0 i/" CUT TOP OF STAKE BELOW 'CHAIN LOCK' SPECIFICATIONS / 0;,/ ' ©e■ CANOPY „r ,� TYPICAL SHRUB TYPICAL GROUNDCOVER 0,2 /i o I j 0A 'CHAIN LOCK' TYPE GUY HEMLOCK ARK MULCH ViDE POSITIVE t �' D PROI M IS"O.G. TRIANGULAR PLANTING and DETAIL S 0 0 / 0 o OR 2 STRAND 14 GA. . DRAINAGE FROM UNLESS NOTED r r;,`%. 0 ,oil GALY. WIRE W/ HOSEe �C4� CUT 4 REMOVE ALL WiRE BASE OF AZALEAS f 0 t1V0,/ OR APPROVED EQUAL BASKETS. CUT 4 LOOSEN RHODODENDRONS ALL BURLAP PLANTING POCKET 0;1'■,0 000/ ii. REMOVE ALL WIRE BASKETS ,s • " ISACKFILL WI 3-WAY d _ CUT 4 LOOSEN BURLAP ---- 3 MEDIUM BARK MIX OF EQUAL PARTS e ��� NOTE PLANT WiT4� AS SPECIFIED TOPSOIL, ROTTED MANURE ii 3" OF MEDIUM GRADE BARK 1/2 ROOTBALL i AE30VE ■ AS SPECIFIED TREE T V' FINISH GRADE LOOSEN SOIL BELOW LEAF MULCH HEIGHT TREE 36"DIAMETER MULCH RING LOCATE 2"X2"X24" D.F. GsROUNGX.OVER !� ` `j'p�,,, FOR TREES IN LAWN FINISH '� �-' STAKES OUTSIDE " l�g ,,� HEIGHT r/ 9 FOR SHRUBSS) i GRADEi al DRIPLINE /i' j' ` FINISH 60 �� .- GRADE I 111=..117.. o' JII .= FERTILIZER TABLETS 2 T --•%0 1/3 DEPTH OF ROOTALL. �_ � USE (u 2i GR. ',a Ri- I `�I I LL I i/2 � FORM' TAD. FOR EA. MIN. i�EPTH r►ri�'t I I- I, , " I n I I I I,I ROOTf3AL %:' �'` 1/2" TREE CALIPER ...I: W I -/` DEPTH I I Ij l ii� 1.5x _, _ i 1/2 L 3-WAY BACKFILL NIX EQUAL r.. ..:- - ROOTLiALL ___ ■"PO ROOtBALL I I( PARTS TOPSOIL, ROTTED I I .:..7 = , ;,:- .'" POLYMER GRANULES I ::-- _`I I I C MANURE LEAF MULCH a '" --..6% ,,,_,...-••. • 1.5 LE35JC.Y. SOIL MIX II-„�- I r DEPTH _,:,_=...r III ' i I,�.ri I I,.r,1 I i IE I I It-;-r1 I I. i `i=1 I 1 I , .►=..-� :4e I= BREAK UP SUB-SOIL 3-WAY BACKFiLL MIX EQUAL I MIN. 4" AND CROWN FOR PARTS TOPSOIL, ROTTED Ii-1 1i T� TI f11_ - C DRAINAGE MANURE 4 LEAF MULCH 2X ROOTBALL BREAK UP SUB-SOIL MIN. WIDTH ,► f 2X ROOTBALL PROJECT NO.: 395-063 2X ROOTSALL WIDTH MIN. 4" AND CROWN FOR i DRAINAGE TYPE: WIDTH Pfanning 0 Deciduous Tree Plantin g Detail nts Evergreen Tree Planting Detail nts Shrub & Groundcover Detail nts DATE: 04.12.04 section section section ----.... PLANTING DETAILS taill" N.T.3. N:\pro/\328-024\dwg\32824Pt_ANT,dwg - SHEET: Specifications Apr 11, 2005 - 2:31pm clv