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7307 7357 SW BEVELAND ROAD PLM2004-00176/00178 7307, 7357 SW BEVELAND RD 1 OF 2 yl ♦I1 . 'w + `....4.14' 1 .+ Aft. * �� .. .ti ,, V�,.... i..„.104,,,,,Y , I .. ti{ A CONSTRUCTION NOTES Orr'',A, GENERAL 1 ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS; CLEAN WA1;R SERVICES (CWS) RESOLUTION AND ORDERS FOR EROSION CONTROL, S,.NITARY AND STORM SEWER (RANO 04--9); AND TUALATIN VALLEY WATER DISTRICT SYSTEM STANDARDS. \ �9 I 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDEN1Al WORN: NE CLSSARY TO COMPLETE THE / �y • INCLUDED PROJECT IN AN ACCEPTABLE MANNER Al L INCIDENTAL WORK SHAH (3E CONSTRUCTION PLANS FOR --P� \� THE PROPOSAL ANY ITEM NOT LISTED IN THE PROPOSAL IS j CONSIDERED INCIDENTAL. / d 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF DARTMOUTH ST ONE (1) SFT Or APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING CONSTRUC TION PHASES. LJ 4 ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF 1 MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS, BY N ACCEPTANCE OF THE CONTRACT WITH THE OWNS ER/DEvELOPER, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED J SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED TO THE OB C'N PROJECT SITE bb SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED AT NO ADDITIONAL COST TO THE OWNER 5 CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO in STREET & UTILITY IMPROVEMENTS !, BEGINNING CONSTRUCTION AND NOTIFI THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED IROM BEVELAND ST I AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON CONTRACTOR SHAT l NOTIFY ALL UTTLI TY COMPANIES AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER M.U.T.0 D. STANDARDS FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. B STREETS AND STRUCTURAL FILLS I. All TREES, BRUSH AND DEBRIS THAT CONFLICT HATH PROPOSED IMPROVEMENTS BuiLDINc SHALE BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS BEVELAND OFFICE , , OTHERWISE NOTED ON THE PLANS. 2• ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE, AS DIRECTED BY THE ENGINEER. VICINITY MAP 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE UNIFORMLY CONDITIONS 10 WITHIN ±2* OF OPTIMUM N I MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR PAVEMENTCHLIFSHALL. BE PLACEOMPT METS NOT EOF " MUSE MEASURE. TIGARD, O EACH LIFT SHALL BF COMPACTED TO 92 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T•-11110 COMPACTION TEST. FOR FILL. IN PAVEMENT AREAS, THE TOP 6" SHALL BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL ALL FILL SLOPES SHALL NOT i EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR MAP 2S--1 -01 AB, TAX LOTS 1604 & 1606 6 IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12" SHALL BE BURIED OR PLACED IN THE FILLS. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING ( CASE FILE NO. SDR2003-0001 a ) 1 CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED EXISTING IMPERVIOUS AREA - 9,194 SF 4• ROCK 6ASE, ASPHALTIC CONCRETE PAVEMENT, CURB ANO SIDEWALK 1 CONSTRUCTION SHALL BE AS SHOWN ON 1HE TYPICAL SECTIONS AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS NEW IMPERVIOUS AREA = 31 ,207 SF SYMBOLS LEGEND G. ununEs ___ _ _ _ C44 1. ALL PRIVATE UTILITY INSTALLATION SHAT L. CONFORM TO THC PUBLIC IMPERVIOUS AREA = 730 SF ,� — 0 APPLICABLE PORTIONS OF THE CURRENT UNIFORM PLUMBING SPECIALTY V TL 1604 IMPERVIOUS AREA = 13,924 SF EgpPOSED L(LST1N(L CODE INCLUDING OREGON AMENDMENTS. � SILT FENCING w 2. ALL NONMETALLIC PIPING SHALL. HAVE AN ELECTRICALLY CONDUCTIVE (L 1605 IMPERVIOUS AREA = 16,553 SF • TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN CONTOUR (10') -130--- ----'160_--_ V APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN CONTOUR (2') -- iI THE FUTURE, PER UNIFORM PLUMBING CODE. R-O-W 3. ALL TRENCH BACKFILL VAT:41N PAVED AREAS AND SIDEWALKS SHALL BE BENCH STREET C!NTE►TLINE - - _ _ _,__ O COMPACTED 3/4"-0 CRUSHED ROCK. . BENCH MARK - - - - PROPERTY UNE 1 4 THE CONTRACTOR SHALL NOTIFY CITY OF TIGARD'S INSPECTION SECTION SANITARY SEWER — r. 24 HOURS PRIO'T TO START OF CONSTRUCTION (503-639-4171). ---SI VIER WATER MAIN �, O- --__ 5 STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. CITY OF TIGARO BM #252: tyr ""W`•'-- SANITARY'LATERAL _ V. STORM SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND SHAT t BE INSTALLED AT 2% MINIMUM SI OPE UNLESS OTHI RINSE BRASS DISC IN CURB, S.E. CORNER OF S.W. HAMPTON PR�� STORM LATERAL NOTED ON THE PLANS. MARK ALL LATERAL. ENDS WITH 2"x4' STREET AND S.W. 72ND AVENUE. ri---sc‘.-t G%NI SANITARY MANHOLEOMARKER THAT i5 N CLO TO INDICATE DEPTH. LATERAL_ PIPE �NE•,QSHALL BE WHITE IN COLOR. 54703 STORM MANHOLE b. CONCRETE STORM SEWER SHALL CONFORM TO ASTM C-14, CL 3 OR ELEV. 222.84 ASTM C. 78, CI III AS NOTED ON PLANS. ` c � WATER VALVE C. PVC STORM SEVER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 1 0'EGON FIRE HYDRANT (T-1) HATH RUBBER GASKETS. d. CORRUGATED POLYETHYLENE SHALL BE SMOOTHED UNED, ,,it Y9 7 WATER METER BOX Y w CONFORMING TO AASH TO M 294 & ASTM 0-1248, CL 'C'. •. CORRUGATED ALUMINUM/SPIRAL RIB PIPE (CAP) AND COUPUNG ' iN M. CATCH BASINIII 0 BANDS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO 14-196 STREET UGIT AND SHALL BE 16gu MINIMUM. COUPLING BANDS SHALL OVERLAP RENEWS 6/30/05 ONE FOOT EACH SIDE. OF THE JOINT. JOINT ENDS 10 BE "TURNED OUT'. I. DUCTILE IRON PIPE SHALL BE CLASS 52, CEMENT LINED ' CONFORMING TO ANSI A21.51, WITH PUSH-ON TYPE JOINTS g CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS 6 SANITARY SEWER Sh..L.L BE OF THE SIZE NOTED ON THE PLANS. PREPARED FOR a. SANITARY SEWER SERVICE LATERALS SHALL BE 4-INCH PVC AND SHALL BE INSTALLED AT 2X MINIMUM SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. MARK ALL LATERAL ENDS WITH 2"x4" MARKER THAT IS LABELED TO INDICATE DEPTH. LATERAL PIPE SNAIL BE GREEN IN COLOR. DIVERSIFIED CONSTRUCTION b. PVC SANITARY SEVA:RS SHALL CONFORM TO ASTM 0-3034 AND ASTM 7X9 (T-1) WITH RUBBER GASKETS. C. CONCRETE SANITARY SEWER SHALL CONFORM TO ASTM C-14, Cl. .3 WITH RUBBER GASKETS CONFORMING TO AS11A C_443. 712448 SW ORCHARD STREET �,, .+441 WATER LINE SHALL BE OF THE SIZE NOTLO ONTHE PLANS a. DUCTILE IRON PIPE SHALL BE CLASS 52. CEMENT LINED 44)„r "' •r r' ' .%.. . \.V CONFORM 0NC TO ANSI A21.51, WITH PUSH-ON TYPE JOINTS.80 oridl!IUIIAIIy •1 Y••7wQl' PVC PIPE HALL BE SUMLAKE OSWEGO, OREGON 97035 (503) 293-1220 EFiMITNOar6 opy. , t. FITTMX;S SHALL BE MECHANICAL JOINT GOFNFOCtMING TO ANSI or Gnly trio w r� �It '1•�f r•it�It1 If1A-11.10. �� d. AU. WATER I INE Sf.RNCES TO BE INSTALLED BY THE WATER ''See LAtte�'M h�IIW .. I 1 • DISTRICT. CONTRACTOR TO COORDINATE. HIS ACTIVITIES WITH THE DISTRICT FOR INSTALLATION PRIOR TO PAVING. ATT1741 I a AIL WATER PIPE SHALL HAVE A MINIMUM 36" QI COVER MEASURED 'i0b Addres9 $ W �,,t , FROM FINISHED GRADE. �V �1~ 34 � •� Eo I All TEES, 1#NOS, ELBOWS AND CHANGES IN DIRECTION OF MORE /6y THAN 11 '/4 DEGREES SHALL BE SECURELY THRUST CLOCKED •? USING 3000 PSI CONCRETE POURED AGAINST UNDISTURBED GROUND, OR APPRGVEF ALTERNATE SHEET LEGEND w� 9 HYDRANTS SHALL CONFORM TO AVMA C-502 AND SHALL BE PREPARED BY• APPROVED BY WATER DISTRICT n UPON CO,MPL I T ION OF INSTALLATION OF THE WA TER SYSTEM, ALL • LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCEM WITH TUALATIN VALLEY WATER DISTRICT STANDARDS. NUMBF- R DESCRIPTION , I. WATER UNE CONSTRUCTION SPOIL COMPLY WITH REGULATIONS OF ^ ` W I N 1.1 Y F i IIsAFfI STATE BOARD OF HEALTH ANO THE DEPARTMENT OF fNVRRONMENTAI ,) .� 1•;�fiW� Illy A(JpmvAr; QUALITY REGARDING TIE LOCATION AND SEPARATION OF WATER 1 • LINES AND SANITARY SEWER LINES, 1 TITLE SHEET P �� rR •►� . In J. COMBINATION AIR RELEASE AND VACUUM VALVE SHALL 8E 7� � 15573 SW BANGY ROAD SUS 2 SITE PLAN SIGNING S KolIem . • INSTALLED AT MGN POEN S OR WHERE GRADE OF PIPE RAISES ,.,' AND LOWERS ONE PIPE DIAMETER OR MORE. TE 300 N NG & STRIPING FLAN • M CURTIS MUST BE. IN PLACE PRIOR TO INSTALLING WATER MAINS, 3 GRADING & EROSION CONTROL PLAN . ,,N: 77 '�' r"--S'a' (� 1.,..4 ". UNLESS OTHERWISE APPROVED. '�`R°�"" LAKE OSWEGO, OREGON 97035 (503) 968-6655 lit,....,_,,,‘„„...,_ �r 1 SIGNIFICANT CHANGES TO T)IESf PIANS MUST 8E APPROVED BY CITY IIrAy.TINOF hOARD AND THE ENGINEER PRIOR TO *APL(MENTATION TESG 4 PARKING LOT GRADES 81 ROCKERY WALL FLAN OF S 1 ORM SE WWER AND S ANI T AR Y SEWER TO BE IN ACCORDANCE WITH cws's RNIIO o4 9 5 UTILITY PLAN & PROFILE 2. COW TRACTOR TO ACQUIRE ALL REWIRED PERtAITS BEFO E WORKING IN THE Pl16LIC RIGHT OF WAY 6 DETAILS - ,y SEP 0 1 2004 : OFFICE COPY t 08/31/04 .11••• 11011* ' LEGIBILITY STRIP . . . ,. •... ie. -1 1 ' 4 8 8 i0 2 14 , ,on ' r 2 5 X 4. • • ' V . . ' , , , 4 O! , , 1 • 4 . .. , . 4 • .4 61 • ..... U , OIO I! • y4 ,. . . , . . . .. . . . . . . .. . .. • . .. . . . ... 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'.... r I •J )J---' I N �� \f , ~ HOUSE ` \ �. --- 7 J i \\ \ millmj l� CO y' I // • N N.-. 7 4 , tt, k _.. ��•` / oExE IRS . ......:..... .,,,:,1-'..-i'. 1 �' \ \ \�' DECK �` STAI E 1 �.. / /1 i _u 1 \ • . '•i d.0ED/ JI I 1 \ N - HDCK .___., iii All \.. \ 8f j3E %lir Vii-:' I 1 WALL �' 1 5 � • \ N \. ' `"�."� r \ '"22O P tti›. • \ ) \ \I i 1 / \ : .• ", VAC N. '` N. fro\ \ .. o , \, — ?Is -EETuIIAP t- \ ,�• \ 1 �� .1----.... . ` -.---- � �� HATH el 0 HOUSE 1 \ IV \ \ '---- - 14111,-"---"•s-- o .mss ''! .•..r. i �- \ \ _ - i/VIIIIIMIMI :.1 w ,, 121 —.. .•,,. \ \ 1 I \ _ - \ • \ / .."0•••t8PHAL Ti•-'4.' / . II S. W. ilf%4/441 --,,s ir---_-:..- __,.. __ , I ---\_________„,r, . , ..:.. ' . .1 k 7 7 ....\....... ....., \ ...4. 1 ., _Fir-- , . .. , , ....._ ss - N\___ - :47- -"t-.\• .... I- `= - tri • , ,, / 1 • •_, \ �' �` ..,__ . - n G " i / . : t. - LLJ “. 4 1 u‘it• Siliki ......... ___..- _..,,r A+ + + 1 IN TEL -`- Q , u)i / i \ \ 1 I IS, � . 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"" (n I 'ri" - 1 L) Ns N 28 I [T � - tea, 5 i'll...70 / k , _ ,. 2 9 .....r.... ,T ..a..._ / \ \ . ,,-., -,..‘ I . \ , zt---.....:., s, ____ , ,� _/ / / / ' I SHEE. f \ \ -------.. ..._-41-7---- —, __ -4 -- __ -----\----------4- — — — --4 SCJw . ___ \ r A \ , . , , 1 , 4I .,,,: _ _ _ LEORPLIITY STRIP C rn � k r, F A I •,.., i . �;.,:a 11, ,,��, ,ISI to.0.I,. 9 10 1 1 12 13 14 18 17 '8 19 20 21 22 23 24 22E 2 7 28 29 30 ._... 2 5 X .•• i 81II OI .A.0 u II I I4411.041111 114 411114441.11WILlai 1 out 11 • 1. r 4 .. } .: . , .,i : , ,., ,y , • .nG 1 TmM 5, • tut .,. 011,..., .._Mas.., . a -4 �..__�—_ _ __. - - - - -- — __ - i A I . ���k PRD��ff 'It OiNE;F / i i *- 4 5703 II OREGON ;V 9 4IN M. t4 RENEWS 6 30/06 1 0 Z HERM OSO j A R 1< .....1 b' 1 1 INS TALL STREET LIGHT CO t • s W/5' DIRECT BURT o SEE ARCHITECT PLANS FOR DETAILS W �; 11 O IY Z D' 1r 1 2 n p ch -�_�__ SEE LANDSCAPE PLAN �� G e--: = Z ---1_~ _ J �a aur AND ISLAND Io PLAN TING 18' x 12' TRASH & RECYCLING ENC OSUR ' Z w 1 - - INS ALl 6 CMU WALL W 1 U GA 6.00 _ SEE ARCM TECT PLANS FOR W v� IX r1 ALL w a Z z �0 o N "� - •- AND LAYOUT OF ENCLOSURE & DETAILS o — ,.� LANDSCAPE BUIFI`�R - - I 20 10 t� LANDSCAPE COMPACT PARKING STANDARD PARKING 12iompr `'" •`- ~� '� U L`i b AISLE AISLE SIDEWALKCT — -- ln BUFFEk SPACE / SPACE (, I, 1 C 1= C CA S - - (/) w ' �' 6' 16.5' 14' 12-14' 18.5' 6' I *atCi s. C C �`" ---- _ 6.00 __ _ ~ f Cr) `C ?X_ I Iv C IIIII NIC �A l v NC o .�: VARIES VARIES RECIPROCAL EASEMENT FOR C .S, C C (� cv a tn S: 1;':�s: C: m p rl —'~ 2 0 r2.0% INGRESS & EEASEM PRIVATE 26 1a• c c RECIPROCAL EASEMENT FOR �� ..••�-;; ---o STORM & SANITARY. AND PU(�UC 1 STANDARD I ��f������ � I IN•(TRESS & EGRESS, PRIVATE ¢. , '4 :'.. '.'�.� o° -- `k CONCRETE U11UTY EASEMENT OVER ENTIRETY 1 ) STORM & SANITARY, AND PUBLIC s ' • -"-'-- " OF PAVED PARKING LOT AREA UTILITY EASEMENT OVER ENTIRETY SIDEWALK ;,,,.44,', JF PAVED PARKING LOT AREA STANUAR� I I THRU LANE MARKINGS CURB 3 S I PER MUTCC TYP '!. f a �ANp - 6 OF 2 -0 C.A.B. • 2" OF 3/4"-0' C.A.B. I aS. A6 � � 3 pot: p�O I I � I � ^ u1 , 1 � ) 1 I G 3" OF A.0 PAVEMENT, CL 'C' (TYPO LIFTS I T 1 x 1 • s $ IIL.J `� a` 1 S' Il � 3 STANp�IRO I f I �a elmr � , 24'--- _ SPACES ST�p PARKING d / .r 4. PARKING l ,O1 ,I — , . 11s.s sP aEs if: r 41 I ----. 1 I 24 COMPACT SPACES ,61 NTS I •c� t 22 STANDARD SPACES GZ g G3 o �. �• I 1 3 CARPOOL/VANPOOL SPACES / Z I . = �� - 2 VAN-ACCESa18LE HC SPACES / rn ri '' il / ((de) --- 1,-..... .... '� '�"�� 51 TOTAL PARKING SPACES / _— ."• CAR/VANPQe. I Z MO ' 8.00 PARKING :IGH l=""2":'• _ 1 1 I 1 1 5 I PARKING SIGN I �,. 1 1 L.Y I 'c..- 2g. C) ) I BUILDING LGHTING (TYP.) �' = I BICYCLE PARKING s'''." 14 / --4. 1 ( SEE ARCHITECT'S PLANS I INSTALL T1MBERFORM •- CYCLOOPS BIKE RACK ,II A� I 4fLir) I 2170 5. OR APPROVED fi HANDICAP ill I 1 EQUAL Il / 2 HC SPACES �- PARKING SIGN li •I 6.00' 'h \ ,�/' 9.0' x 18.5' /A , NOTE - - I i' / W/' 6.p ACCESS "--- � ,Lp "` :" 71 ALL PARKING LOT MARKING AND SIGNS ' (� SHALL CONFORM TO MU TCD SEE FOR I • $ "' - = / '�' I UE TAILS. z c� 0'40 1' tr / 'fb ... / , ` i „ '`w. /Air ,PARKING SIGN cY ".6.00 / Q il •)'-itt - ANPOOL 44. 4 . 14 a * . i 4.1..' .4,1 * / . ~' TRIANGLE / ,/, 44P, / • WIDE WHITE STRI E i � ' •� 4witii. , - -- I 1 \� I i W 6.00 o . L., J w 12 �_ \ •AIR RAIN � I �, r� o �+ \ W TRUNCATED DOMES s i - _ SEE DETAIL. SHEET 6 �-' BICY PARKING -� 81KE RACK 2170-5, OR I Z ___ -___� APPROVED EQUAL r.^, �7 u i CL Ct 2U W Imss_ _. - - -��=� cn i 1-- , 2 9 ` 1 :-..5 _. `�. W� BE ---.-_ - `-_ — —_ -- _ _—o , , o(.0... , , -zz r ______________________, I r , ,,, , .. . 2 ,...., -----. ., • K .�_.� ....11 i i l... i , . i I I I I I I UTriftritrittrMIVITIrrrMlit'.. 11a 11,1 ter..:._ T ; r • Cm 1 I , I Iii1 II ill 1111 iiipt 4tnlitlinn It II I t � 1, ,,, "' lair ' LEGIBILITY STRIP I 1I ^� I I� J ,0.2.10 10 1 1 1'2 13 1 4 "' 1'7 18 '9 2'0 2I 22 23 24 2t5 2e 217 2e 29 30 C 2 5 X .^ 1, . ., 1 •,,. r' �'1 1 1 t!1 0 ` C N3NI lJ10 I I ! I 1. I 1 I 1 a 'a. I. ,F •4 i t ter. ".�•. ' ; j rn, ti t - .T - , j , c , i, A 0 . '."4/c, Ay f M , II . I 1 i 1 7 , i i I 'r1+ I I , 1 1 I . FIR OS1ON CONTRO1 . NOTf'.S �.� /SCO__Eff•. ' PRD!` ` 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SECMMFNIALION CONTROL DURING / � 1GINEf-,F `��:� ICONS TRUC TION (ANY TIME OF YE AR) PER THE "EROSION PRE 11.N TION AND SEDIMENTATION V �i, 51703 ° CONTROL Pi ANS TFCHINCAL GUIDANCE MANUAL` DATED DECEMBER 2000 AND CLEAN WATER L ,1 SERVICES DESIGN AND CONSTRUCTION STANDARDS, R&D 04-9, CHAPTER 8. i • A VR MMI R ON SEDIMENTATION CONTROL ESC PLAN DOES NOT CONSTITUTE V OVAL 0< 5 E Oy / t ) \ '�9,k� o Z�J � AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN ELEMENT. �/N M; % I 3 THE CONTRACTOR SHALL BE RE.SPONSIBUE FOR THE PROPER INSTALLATION AND MAINTENM:(1 GG ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE Rf NE WS 6/30/05 IMTH LOCAL, STATE, AND FEDERAL REGULATIONS. • 1 4 THE ILM'LEMENTA TIGW OF THESE ESC PLANS AND THE CONSTRUCTION, MAIN IENANCE, I REPLACEMENT, ANO UPGRADING OF THESE ESC FACIUTIES IS THE RESPONSIBILITY OF THE Z CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL E-- 1*--*‘ JURISDICT1ON, AMU VEGETATION/LANDSCAPING IS ESTABUSHET►. THE DEVELOPER SHALL HE �__J I 1 RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNlll THE LOSS ARE SOLD. \ n S THE BOUNDARIES OF THE CLEARING LIMNS SHOWN ON THIS PLAN )HAL BE CLEARLY \ 1 Ai ' l! I FLAGGED IN THE FIELD PRION TO CONSTRUCl10N. DURING THE CONSTRUCTIONPERIOD, NOTI-_:20L:vacgst.flopAc4(t. / ' \ [NS1UMHAN(L 6f Y�d MINS CI t klNl: ,IMI 15 SNAI l HE PF RMI1 Ti O. THE MARKINGS Ski Al 1 1 \ - -- --.- __ — \ o9E MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTIONAWAY1 1CII ROMURF SE wATFR ` a1 AWAY FRn1A SLOPE FACE ..` \! 6THEESCFACILITIES `SHOWNONTHISPIANMUST HE CONSTRUCTED INCONJUINCIIONWITH1 '� 9 \ ` \ I 1 `_ W 1> oQa ALL CLEARING AND GRADING ACTINTIES, AND N SU H A MANNER AS TO INSURE THAT �T ) ' 1SEDIMENT AND SEDIMENT UDEN WATER DOES NOT ENTER SHE DRAINAGE SYSTEM, kOADWAYS, /VEL / \ I11OR .IOEATT. APPLICABLE WATER STANDARDS. �" • / \ wONO ROCMAI-LE4 TNAN: \ 8 H 9UFFRR WALL _ - \ (Y. L C�1 8'• SLOPC '"-t SH 4 \\_ �. I \ ` O U J 1 7. THE ESC FACILITIES SHOWN DN THIS PIAN ARE THE MINIMUM REQUIREMENTS FOR D --c - \ I N 1- �I Z I) t ANTICIPATED SITE CONDITIONS DUR1N;, IT'a 2.I AACxSLUPE .\ �" �"� c� T CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL li ""----- BE UPGRADED AS MELDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT �~ \ 1 "CC- \ A ATTR S NOT LEAVE THE SITE. 1F MINIMUM ROCK SIZE \ \ ��. 2. 1,1...6 \ \ \ OZ O ii, • L DEN w ouEp/4 LFVEI BACKYOPF �� w�oD FFN � ( ✓1- ��1,�I Ili/ \ �' [] w n a pB THE (SC FAGlIT1ES SHALL Bc INSPECTED DAILY BY 111E CONTRACTOR AND MAINTAINED AS - 0/3 - 2:1 BACKSIOPE \ \ \ \ I \` . I I / ,# > 1" �` \ ` `' _ , NI " P. INC. H ,� �� _ �, � ( s/ 7 l4 Q U NNECESSAkY TO ENSURE THEIR COF1T!t.JEO FIINC ON \ -9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTEDANOMAINTAINEDAr�11NIMUMI NON-WOVEN FILTER ABRIc \ ���' .�, !'"11 �1.' llift - ' III 1\�� 0 20 Qw ''�OF ONCE A MONTH OR *THIN 24 HOURS FOLLOWING A STORM EVENT. -}(fiBERTEX TSU OFt PRE- C �� --J 3 p�APPROVED EQUIVALENT) ,' 10 AT NO TIME SHAH `.�EDIMFNI 8E ALLOWED TO ACCUMULATE MORE THAN 1/3 TI1f. BARRILFt � � � � C � �� � - 1� �, ' �+'w•� •' -- �r � � ''- -�- W t/1fA O �-.HEIGHT, OR ONE FOOT INA TRAPPED CATCH BASIN. ALL CATCH BASINS ANO CONVEYANCE \ \ ` O � `� •�t V1 M LINES SHALL BE CLEANED PRIOR TO r'AVING DIE CLEANING OPERATIONS SHALL. NOT FLUSH 1' 0' CAH , EXTG. • •.DECK _•- I NE C _ C �� ��, — ��, + -, )I Oe �; N Q O SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 1 \ \ 1 • . • Yl\ •- --- C XTP. GONG' • �• ��A�' W - -� `' eE RE,� �� � T � � �y, 11 ;1ABIlIZEO GRAVEL ENTRANCES SHAD. EiE INSTALLED AT THE BEGINNING Of CONSTRUCTION PERFORATED DRAIN PIPE \ • ._ Upiiiiii =�: 1 MOV D Nif \ � �1 ' w AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BF +6 -8"4 g TO wEEPNOLE IN CURB \ 1 ` 1 1r I1 REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF -1-7._ ;n i .. UEC _ , ,Cex-,---., ` 1 THE PROJECT i ate-+ , �` .�' ;4�- * ,- ` / � •' XTG BUILDINGS \� ' b 12 STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT H/4 - LEVEL BACKSLOPE �., • �, - 1 ~� -` riEl . i, ° TO 8E NO' D SURFACES ARE: COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. LEVEL TGF SLOPE H/J - 2.1 BACKSLOPE - I ,I107)7R4 �I-SDE SHCT 4 {{ RY I1 4MVV' li �d , II 5 8 Cid1 . PA M SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. �F �74, �. 3 VE EN1 ROCKE.R\ WALL ISL I AIL ET ;' ��"y MIME - EET �1, �r� " /' '' 14. PLACE A5SEED OVER BARREN SOIL; 80 20 BLENC Of DWARF PiRENNIAL RYE AND '.,, �(� ' , - I C GRASS / NTS Cki r ROCKERY WALL 'r CREEPING RED FESCUE, MIN 100//ACRE APPLY 20-1U-10 FERTILIZER IN ACCORDANCE \ ,• 11 F.•1 �..� `• j �1 -- IP M R 1 T ,� 4 . mart is v "� '� - SEE SHEET 4 ? ,�WITH SUPPLIER'ScRECOMMENDATIONS. SEEDNG TO TAKE PLACE PRIOR TO SF TE BE S �. _:a , `� r , 'zig, ,/ I04UNLESS OTHERWISE DIRECTED BY CWS OR ENGINEER. -. ��, >� _ 1' r•• I pp �p�15. IF THERE ARE EkPOSED SOILS OK SOILS NOT FULLY STABILIZED fROM OCTOBER 1 THROUGH ►f � `\ . \ � I� , tE F � � - �4 I. dmilli �� itilltilitiLtP17'1 •-.-_.�• ❑ I � CIO APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILI BE IN EFFECT, AND SHALL. W`rZ re) IA; O INCLUDE A MINIMUM 2` THICK STRAW MULCH NE►' ALL DISTURHF0 AREAS AS AN ALTERNATE _IN ;..:".01..:_6" � ` \ \ ` ` »� �iI/� �`�„S � ' I I 6 HIGH BUFFER WALL („ I�.7 10 SEEDING FOR Wk:T WEATHER MEASURES SEE THE EROSION PREVENTION ANO ILOw L R ; � MN- jr, ,.°.\ tl S� SNEEL 4 ,� SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS i y 16 SEDIMENT fENCf. ADJACENT TO INTERIOR STREET R O.W TO BE INSTALLED UPON COM LE ON jjl # 6' OVERLAP OF BAGS \ /� war . \� isilassOl ..). i •um, (4,) _ I - - 1 ROCK '74 \ OF STREET CONSTRUCTION. SEDIMENT FENCE ON PERIMETER OF SITE TO BE IN PUCE PRIOR : •• \ \ ) �+�\ . �� , �p TO EXCAVATION` I� • ' �►• PPE. . C I I r` ��i .-""- :,.1,6111'' W TALL 1 `1`/ 11 1 I \-• PLAT+! VIEW :.�5 _ • . _1 \ \ uE 1 . rz_ �_- :�"j"',r'4� .......IN E. DRIVEWA E 1 Lzmill 17. THE. DEVELOPER SHALL REMOVE ES( MEASURES MIEN VEGETATION IS FULLY ESTABLISHED. \ �- a '--..-.....-,....,*4..111 .4.` •_.--FLOW INST ' Ma T FENS 'N. \ �IC I Pw> ° � A, -, \ 18. NOTIFY CWS INSPECTION DEPARRAENT AT (503) 681-4444 24 HOURS PRIOR TO ANY WORK ON SITE ' •'y- �` ,• •1 \ ~- '�''" ""`• , REMOVED 1 DITCH BOTTOM A A, /,' 44' \ T'OIECTED BY USE OF JUTE MATTING. USE 1/7 INCH OR (M') \ IMI ,�,�E *RI • W ` __ �, 4. `! ` i ,i ' `` f I �_ I ( \ •. 19 WATER QUALITY FACiUTY TO BE P+ (-...) I I C•ii) , SMALLER MESH RITE MATTING IN TIPPER ARIAS, AND TIGHT WEAVE MATTING IN HERBACEOUS ZONE. \ \ \' .---% BE• 0%I !Pi ',�, T ► .. 1 1� - I 2,. • R Y .I. t i' ' \ II - �- , Y' SE • EE \ N QITCF! INLET �. \ �/� \ b -� ' ' iris. ' • E�rTUM• 0. II,` �, + \ '!fir \• Ji I •Tl)'MIV. TOR SINGLE FAMILY AND DUPLEX RE�JOENTIAL f r \ .� 9-_ \ / \ i11 1 BIRD : M. 1 I ` PLACE 010- BAGS \ Ia '� �`,`1 I t } / AS DIRECTED. INLETS \ N ��-- •\ 0‘,. \1• \1V /� I -..-A 1All I i`' , T / � o 144/11`...4:_____ - - •�Le. __ ` ``W�� *--•-- / A .` \ ri EXTG. CURB & U i 1 a B / � ���* :''�I ..1N4I<�- t.:..(/1:. / �: I r / �:� ;.•:. - --�_ - ----W-ALL.; _ - .�.- -�- � ` ` \\/ �t. - \ ),..; 4 1 � REMOVED �TYF>T /, Q' r , y�,�I �.;;. �,: — -- �.;• -- _ ii.:; _ ,?, \ ;�:4* , \ EMS' D 1 / la- .-- _ �- 14-14*- . ���' q!� ' ••••� -- •:` ROCK RY MfALL tii: , tall°, /�• ,4111p. . :'� 4547/.�.� � r, , TQBE REMOVEDio. fried 44, X' i ' '/ T •° eta•►•` •'' �� / ��• �.' �•'•'• .'• / !_ 4e, q � �� iiliTl_�I�I� � 41,4•40,44‘40.14'.. ' - 1l>- ir, It.:_ ,, • ill I / �•. ••° . a. .V / ARtA AIN 1 -- i. : i cs o CLEAN FIT RUN (7R2'-0 GRAVEL ♦ r�' . • •.�� \ •. 44.747:::'.x..... ' _ � • .• ot• ` -----��_ ` . __ --1-'''' -- _ . -- , , EXTG UTILITIES TO ,, 7-' 9. SUBGRA0E REINFORCEMENT 4it • •.•.�' f� 1 I �, - ,1 1 ' BE RELOCATED BY '' OEOTEx11LJ , AS REQUESTED g�,• ,1b�9 .;! >E _ x. iir -� z a .9 • , •- - _^ �F ; UTILI fY COMPANIES y� , E' TSV/. _- - J U y L ACONSIDERED MEASURES MUST HE r may \ s \ATO �E REMO _ _ t I i)-:_ )„l > PA ENT' 1 w;J i ; i �'v�,, R ` ' CONSIDERED DEPENDING ON SOIL TYPES t. \ `�L• CATCH AKIN ---- 1.444 ----.. I / J t Foy E— ' I -: 2. BIOFILIER BAGS SHOULD BE STAKED WERE �. \\�s GKN if I- - �•�rr _DE MIN. 7• ` APPLICABLE USING (7 1'K2` WC1dOEN �- � ,I ;,..414. \ •• ' -✓ I 1 1 ' «-r N DEPTH STAKES OR APPROvED EQUAL PER RAG. �� ` \- r R RY WAL I / . � -ABY (;RAV I., (:ONs•rRLI(;TiON I?NTRAN('F INLET PROTI_?CTION 1) I � / , SEE SNEE 4 1 1 E. I !'� 1 , �\ --.., MIS CMS Z NTS NTS I r, Iv, '�` _ PARKING ` 0 T _ IN T�y_��$TRUcn•,. ' \ �- -. --\ --- _ \ Z FILTER FABRIC MATERIAE. FII.ER USE smut() LOOP$ \ \__ ., .� O 3!1' wl1DE ROLLS FABRK OVER 2'II T` POSTS TMITR SCE T! .R DETAIL Sp •, �� �, \ \ \ '^r/ MATERIAL I I \ m •i J • \ - \ t ) / N N C). rev, NI << "14 l\ „ H i N. ,�, a �� SLOPE f \ / /Iv .___ __ Z O , - + 4� • + (2' bap a i)' / : - TOP Of FILL I -f--- A L ! `, `��� � STt?UICPJRAI Flu- r--) ( / ' � z 31 A — -- a 11MXIMUIMiSPAC,IWG ---- ---• .ISLE _ �/ 9 1 '--- As sHowN ON _ � -- �' _._____._ O ,,, F'RONT_VIW SQL V7�W OitADINc PLAN /� rte - Q I/ 1 N15 N 5 ' l� -.5 1 t �, N ANGLE BOTH ENDS OF FILTER FABRIC NA1UR SLOPE Z LL^, O f FENCE TO ASSURE SOIL IS TRAPPEp \ -- -----.---- `30 • �r 1 ` w Q' , 1Sk + ` \ ,9 NOTES; '�.�\ . _ N1•� \ , ,•,I 1. BURY Bk1TOM Cr FILTER FABRIC P' 2• MIN. DEPTH / 1 . SHEET ^��-" \ \ 7 VERTICALLY BELOW FINISHED GRADE 1.-~'"— - n n 2. 2-x 3' F IR, PINE OR STEEL • I —. IS' MIN - -- --I I =+s FENCE POSTS. DOIEMSLOPE KEYWAY INTERLOCKED 3. STITCHED LOOPS TO BE INSTALLED 2'x 2' POSTS 1 P w DOWNHILL SIDE OF SLOPE. 3 Am) ATTACH NOTE: WHERE THE NATURAL SLOPE GRADIENT IS 5H:1V 4. COMPACT AU. ARE AS OF FIU.TE'R FABRIC OR FLATTER BENCHING IS NOT REQUIRED nil 1I RCN. CAN NOT BE PLACED ON C0k4PRFSSIRI F OR .-,..�_ � UNSUITABLE. MATERIAL. SEDIMENT FENCE DETAIL STRUCTURAL L.ILL DE'I'A1L I 6 NTS NTS NOMMOIMMINIMIIIMMIP -- -L___--_ ' LEGIBILITY STRIP ' CMI i ,` l I I ,o•n, 2 5 X .le•I 10 II 1$ 1jjjj1es92ojjjjjjjjj27jjjjjj .�;1 LI 1 i CI NONi • ,� r + ,1 I1 I I I ' i '' bl• L,L;.iJ .,:, 1,::: „,,,,► ,J, ,�J,�.„..�,,,,,,,t„�•4Ar-�,L!i.,,,. 1,i. � �, •,,,..,,,..,�- . . . .... . „, . „. j ,. . . ., _ ,. . r 1 . ./V 1 t ', r. w 1i !•f•h IM{hMMN►M. MlMq" h 1 IMwMIIlwI+ M['b ?IIIA• ' 1 Y tl�, G, . F M A:0 PROif, 54703 .(4.1/2u2„...: OREGON L/4:4)- 9 'Id'\ am RE NEWS 6/30/05 ( Z I HERM HERMSU OSO�' AF� < I .,, kb ms O i ♦At _EIUF F I 1 SEE ARCHITECT'S PLANS U :-.0QM 1FOR 11ATERIAL AND DETAIL O O (TYPK:AI) 1-1-.° 1 3 T P R•. . : !) 1 c7 J NI 2240 1 �_ RELOCATES PARKING + 1 = Q- BW 223.4 .•. . Y wALL / ISLANO TREES �„J cr 6' NIGH QUFF[R WAIL DESIGN HY OTHERS <I> Z :xi 0 lJ -- iT 8W _ ?22.9 €Np 4' NIc;N IUffER WA Qt.ag• �.� � Tw _ 22x'.9 _ @w • 2?8 6 _ u' v- :Oil10.........::,r: 0 7U Tw 4 - --- TW • 234.8 r--- ��- + Z C7 �� ti CVx `' �� „ -i�l�l� 1� OW 22,2 4 ...`b w ,..,` '`"" --....n. .,tAT 20 10 LaJ C, 0 2 �o'C. F'S 2 5.,4 r-------_._� �-�+ .. 1� - �, 222.• �.. r.. _ Qij `"`) ©�I C C ( C C 22 .2S \ .) `' ' ... .,.•_•, ;FE : 81 / FTccc INON UFFER wA L._- _ 1, C `'"""�„+. -•�`. J V a In NT CC (' / n P 1,4 C i.+• JT .19 T ��. '+ C8.lX 1.4 C C -- ____,./........pr i- \ iY t.0 MTC Z2J 49 FS 1. I� -� C; ( C r L. G C C C w N J al TC r ` T /gill `Q "`�-T I Tw 225.0 { , e CO • F5 222.. F a I.J I © 224.0 .�:::9 I F 222.'11 , F I. I FS 222 80 � I Iw 123.Q_ - :w 8W 2' • �; •1 TG 222 36 T 1 1 1C 223 80 ,./0/1!1, R M•INt� CRu NIN NI - I '] TW 2 • i • Bw219.6 • D Duo' :•. . _ TW 221.5 ROCKERf WAEI O 1 j �• T FS 221.:. !, F 21.62 TC 2;22• T X123 SO Cr BW 221.0 ,.,y P D ,;IL, R •A 8w 225 0 \ruwc4rF-E.NR622',walA16Ti.". 05 iS 221.70 TC 2 3.52 (; `y' SHEET (T1rP) TM' 211.5 , , LL zi___ IF F i f 222 97 Q I I I .�, FS 222 0'f'- •'I TC 223:60 42' NIGH PROTECT1vE I TM' LIQ =w 222.3 C:14 i in T 4 T. 1' q. ELM, T .1r �� 'fT� NCINGJSCREENING , GI I J i ABW 119.11i� a • T� > 3.75 � • q0 �e yr T ILK 94 �- I ` I Tw I t TW •= 235 6 QQ ,$ Q I FS '23.29 / GDI 'iiiiie� !� !! T . F' 217.48 �� T213.>k. 1,41 224.0 i m CI1 14 ( 1 ' F• 223�. ' tf 222. FSi22S.1� ( ' i 17.86 _ + �� .� '�I�p1 ci -y. 121 Q �'� k Myr@}!p -� d t .4 I •i� 218.0 I I 0 AIECHANIC4L 0 (d :n I I' i_ A • 4 i I n 8w- 2116 0 I3EIFFER W I - __ I I W i ( ' 223. i 8W _ 216 0 I I ,. 17-) ] FENCING/SCREENING '� F' 4.4 rel s, T ;i, te.. 1. • C] TW _ 222.9 , .. ..A . .---�I' � t,.y3 `"- w 22 0 1. 1 Ng, ii, ., a . . 9 Il� I �� .• �i i; - I�f1l�.� •. . _ HT: 222.5 1 '� wit- r Ow ?16,6 �I TW 224 5 $W 222.0 B 214 I - I -• # 6 HIGH BUFFER WAIL UPPER f F 224.5 r 14 Fs 223 = I' ew 2t6.s ii ' Si 1I N• R KERil WALL E RETAINING WAS- 1---14:: 13. TC 14 !C FSF'S 224 1 . y iii....i. 217 W 2 2 _ 226 5 ( ^ ,i. TC 214 99 ' I FS 213.75 _� , 223. 6' HIGH BUFFER VIAL 1. IIS 8W 214.0all I B W) _ 226.5 `,�/ FS 213 39 II Ilog , T� 21 al • END �ETAININ4 WALL I I TW 2171 II I = BW 222 0 END ROCKERY WAU. ' 1 TW 232.5 8 E) 2 8 • ©w 214.0 I Com: I `h FS 213.43 4E01=4 ©ww) - 213.0 .. . + �qBw 225 0 TW 226 5 1 I TC 212.00 -"�- T 1 .73 3.0* UPPER IF 224.5 , Tv - 2186 I ROUTE TW 114 • a• 1 ..- I 4,1 T 14. �` 01 `T / / BW 214.0 -- I � �`` , 8w 214 0 II w< ir�i.*� y�, Lp� F Zt2, 2 2t3.A9 I�I ] j ?7. I TW 217.0 1 I LOWER FF 213.5 �, ;SC-211212.19-40 j.� I FC 212.551 -. ___ ', t .76 1 �f ew 214.0 71Y Ir FS 2i 2.40 F 1 . .• I OCKLRY WALL 11/74*4°P. �� I1f., / 4 NIGH PROT�CIIVE / 6+$1.88, 34.JJ' L11 ROUTEI;Irt ,.t '�. I I F 2?_4.5 HONG/SCREENING ew . 209.2 •w 1f5 T� I �� It II1 rii� & / 1- 212.1 �. a �` ? ~ tw _ Z12A / �' 1, �iC 2. 11I +/ `� 7 n�• TC r 1 41�� I111' 1�• •, f5 212.!59 �� I 0% I 1\�� Y6' NIGH@UffCR WAIIu-_�_ I 11111 `�\. / T' ' 1 I ��Ic � `d1 \, ilt7t 1AININyy' WAII <`` a -� I BEGIN 6 NIGH BUFFI=A i ,11 \ / _ 111 3 ; F 11 T� ( @W) _ 222 0 _ ' �s 11.7 _ LOWER FF 8*53.51, 30.63 �- - -- -. .---------- - - __ \ Tw • 12s'.e m a T .; - -_ _ tt 2,3.`J Bw W, _ ?07 5 TJX` �'; / ; x ____ 4.01, Zt t.87 / _TC 12.77 ( _- 8W E' 213.!51.0 BEGIN ROCKERY WALL_ / \ • t \,, . FS11.fT - idlip ,, \/ 7+21.14, 38.46 LT Al _ � �i •,� --_,.._54. / 1 12.60 .I� _ _ TW • 210L 0 ` ��1 f B w 213.5 litt,C511;..........) RL'�_ -. -,.• \ ! . - .� _ ,� _ /�7I / TW _ 216 7 7�.¢�X8.8 , 1T) � _ wA I, -� s z�_ I W - - _ / I�'` ►I r '• REMOVE EXTG DRIVEWAY `U FS 210.91 �� EW 82181.4 t.09 R� R �� - �, I IlIREPLACE CURB do GUTTERfG. w�iK i ..� Tw = ?12.0 / �I I i`� fS 21093 AIAT N ����.� s 7+11.57, 41.3 L yj6+96,7Ja 1$. '• T x wALK Bw no• 211.4 RSCKERY 1yAl�MATCFI 212.21 ~� 212.0 8 18.211 40.42E ACCES$l��/ `�END NEW CURy t9U €zfi� wALK 212.0 I ' 'rllc ''� fS 211.9 k ��:_ _ 7+21.14, 38. `'t. ROUTE ROCKERY W �l ' ;_ PW • ?.11.1ESN R• i.• (8+61.92, 7 ; I- _ �� '~ - TW 211.5 �7+79.4b, 46. BW . 219.8 " 1_ - �_ 8W - 214.0 IP yQ� E45 ERW�l.lTw _ 213 5BW 220 5 Cl24 MADE COMMERCIAL DRIVEWAY- `` VaSAWCt1T REMOVE £XTG. CURB, GUTIER� _ ` I -- A WU)AND SIDEWALKAND CONSTRUCT NEW - NDRIVEWAYAPRON40! \ _ - ;; (�, i IQ j.+s .I�S. 18. ct -117 I \ til REMUVE EXTG. DRIVEWAY 7---._REPLACE CURS GUTTER �. I ) s. IV '‘.\. , I 2'-1 . , 4 `_ m J ________________. , ,. END NEW CURB AL GUTTER _ • si � ,, >._ v,�/ 2 , tity'• ,t(ii I V 1CC 10 Ai.bp i ,-) n ;� ... _,...._.,, .., �.,. I o L w • � - :-) Ro 40 Ai- Z U �� I . •..:: 0 311 • . .. , -.z.--. � )NEE:T i .1 i ' Y4 ,.: T. .. 1 6 • : , ,_ ..r..,...., AnnIIIIMIIIIMIIIIIIINIIIIIIIMEMm I.' LEON !TY 2 5 X , - ' 2 -� 4 1tIln ,1,,, l I ti 9 - q -1 In " '2 '.3 4 I 18 17 1'8 19 20 21 22 23 24 25 2.5 27 28 29 30 L''I 1 I o1 I c Z "NI quo �� ��� l1114+�11 �J�IJ�� 1 #. I�l ► ill 1.L�1.� I I,' 1 I I Y a •#I0. „LLLLL.).41)4],' lUii,!.„I•.L.Lill.t�.J1 .l�lta.l „..1 i.d...1.1.iLl.,.,.! w, i'rj.w.,i ! • N R 'r r.. . r ., .-. . . pip• .. 1 , rte w .4 a , ( ....i--, ',,.• • y�` l q '%.,',.!1,•')6,), ' 1 IM . , S: I \ -' (.C/' � fq :47 03 '' 1 r � ----- . ..-- CLASS 'B' _ I �` �- • I1.TER c�'AT ( A9tt� GRANULAR BACKFILL -' y r ,IG . 1 ' ' • TQ - • ) 1+Jt.0U, 1.00 RT ii. .lit- i .... WEEPHOLE IN CURB CRANE 221.12 , , IE OUT • 218-82 O VC 3034 13.00 if 8' PVC 3034 a S *- O S MI 2 00% t'3 i RENEWS 6/30/05 ----- _ on 223.5 o s - 65.06% 1 6SEE DETAIL. THIS T �.� 1 a s g0 s' .......... ........ ' IE2U 17...0 U 0 20 Z < W � °� w 4 , ... F z c """`---......7"------:, - - 228 ' c, 4 a c c c c -- -..__ - - - -- ---.--- 1 _ pr 1 Of ..- H400118 z,t, o 2 1+16.00, 1 00 R MI � I C 4 m K+ (Si a. $N°�° l GRAZE • 221.OS �. C C rl(-� < °° �° °°�" �- D --, m Q 1 IE OUT • 218.75 `''41- a e» i - •---- - 7: t + N' u c�+ + ; tN� " • v ON � C,5I 24.26 LF 8` PVC 30J4I �..:;,� 116(1.09 S TORN CLEANOUT < ,� o !�yl w ,.,• o. 0 S - 36.19x * - -� _. (t+331. �.(]; SFEOETAIL, THIS SH(ET ��,,,-,� I r • I ,�� ,AK' i 8 ; -- NOO �```�' IIj1+45.24ACCE MAN mzZFF:: oZ. tai:j floG LL- Q !II_BALL IlSAIN_I�-- �:...._� > 220 - 11); ��' �,C , _te�ll.. � r1 I ; I.5*ILF eIP,v `' 1 ' •w _ 1tA hip V , EN CO J�II14-1 _ _YUI � 1 • • Z I WEEPHOLEIN� CURS I w T �g� , � � �O 3 Z � Z � 1 ` ' , - ...-_ _ ' I q g O•pp O WFEPHOLE IN CURB W i �'Sc Se!!1!F� 27S O z = c tog 'I _ I J� - Z 3.4 I Q 1.St if 4• PVC 30x4 goi44t( FINN 11 -r Z LT- O U O NI lKALL 1:. • • �i .. \ I i • S • 2.00X - .. - - AOC -_ - _ N o 6 I CONNECT TO FOOTING i L; '-~ i IE •• 223.1 v~i v o N< -- Q 4 w 3 ''; DRAIN. SEf O+S4.82 STORM MANHOLE II I I =- �•1 $ �.W ; w v ►� u� �► Q ARCHITECT'S PLANS +�56�6, 3. iP L 1 I 1 Z_ -. O ,. iN � wr> Ft Ow CON TROT M ANHULF ~" _.. ca SM 1 / I ...._ :, d Y o a. i _�ee►t� UiEEAt w/__ iw. , I 212 - --..---...-__...4w 4 �> 1 BACKFLOW PREVENTER t N' T•.,J. a• ATCH BASIN /1 II I CO 0+67 I 1 1 • 0+63.07, 0.0 RT) • -1 II i • 513 LF I '' , GRAIE - 211 74 I 4 PVC 3034 I � , I r IE Ol1T • 209.44 1 I 8800 IS 12.47 LF M S 5.07X , _ -- L 9.74 LF 8• PVC 3034 a" PVG 3034 IE • 21Q.7 �� �;1 I $ _,__ - _ 57x38 ..SP ARCH _ -__._ S 2.00X I �7 �Uw � O S • 21.15X 0 ♦`- XTENT1ON PIPE ' •_ o• . F•: 1 lj . S'EE DETAIN, THIS 5NE>=T QkA 11�TEA�►L wl S • 0.50X < 0.408 1, • N MCI N I ' ! BAC TI.0w PREWN TEH i J2 Lf LATERAL CONTRAC OR TO 1 .a. ~' OLA TO 5 1 0+11 89.80 LF } „ NQ OF ARl1P1PE _ 4 PVC 3034 VERIFY LOCATION INVfk h 1 79 If 10 PVC 3034 CONNECT 24 T( PLATE PER MANUFACTURER , S 6.491< ' CTEV BEFORE CONNECTION �\ �� / -- • I, 4• PVC RECOUMtNOATIONS. ALL WELDED SURFACES i• � IE - 209.5 ( NOTIFY EN(�NEER IF C. "Ti / \ i S 3.56% 204 - __ iD.- TO BE PAINTED TO PREVENT I:QRROstoN (r,P.) �� I iE 210 "7 W .n / A u - 5,W a2°41 ; G � ,� _ 11 �� ., 24 CSP \` _ - CONNECT TO EXTG, ' S O.;�O% ..� ,_ - `' SAN LATERAL __-_. ____ �- _ :Till '� : ::!!tliii2.7.!!::!. 1,,,, / •41! CONTRACTOR TO - _ _ _ -_ w M R -lit _ _ • -_ _ - _-- - _6 WART' tOCAT)ON 0+00 0+50 1+00 1+50 thiiiim_ sw BE , I:, , _. A & INVERT ELE'V ._ - --__ -_• VII) -------........nte5e. :.... 14%,--.....:'�-.''..'3� EX •• , . . a - E1 *YRIF--ENGMIEER BEFORE ,. I 1 STORM LINE • * , ♦ MIA7EA M IF CONFUCI �_a -�_� Llimil ' i I,• 4, �� ' 308 SIN BEVE77�N0 `'� SCALE: 1 = 4 VERTICAL i" 20' HORIZONTAL ____L ........,*40 �► J TIUTIES TO BE L...) y_ `�` * a I' - " , _� _. �__•'`�"'�� I RELOCATED BY UTIUTY _ ..: . r TO7 - - COMPANIES EPH01E IN CURB -------, �_ - ,� \ t asp IF 4• PVC 3034 _ _ -- • S - 2.00X , ten GENERAL NOTES: k� E.I kit. N T .---------- --__-- - - ,, ' - 212.3 11, ~ !SIC REIN/f>FtCINC C1• `, BARS WITH SCARTRWGEER 2� or=. �u ♦28.98, 11.8 /?►.._ 111141 MINIMUM B• OVERLAP S• WTl-ET 1.) STORYikTER BY STORMWATFR MANAGEMENT INC• POHrl4U1. OkIGON SOC/54J! AbN1 C, CONNECT TO Ex 18 STORM1..„,,t,....142, "- --4...- 1/H ru S FOR PFk11AETER SLAB B „,,,ti PIPE STEEP (STD) 2) CATuiaASIN MUST BE SFT 1EVFl. s� R ' (Rr CGNTRACTON) 3, CONTRACTOR TO VERIFY INVERTS E` " ',in ) MUNK PIPING MID COUPLINGS TO BE PROVIDED B OTHERS AFORE CONS TRUCTIGN. NOTIFY +l�• o� 1 a - - A.) FLDc16LE COUPLING TO !E USED AT INLET • OUT;UT fER•ICO OR IYMINf[R APPROVE U ka, m ENGINEER OF ANY CONFLICTS, S / SUBURBAN MANHOLE FRAME w/ BO(TED �� '• d•) PERN1fTEA SLAG TO BE PROVIDED BY CONTRACTOR. J Si._ COVER UNLESS OTHfRNASE SPECiFIl=D • R[bTRICTpt • : d B•) MAMMA,/ REQUIRES REGULAR MAMITENANCE. REFER TO OPERATION AND MAINTENANCE u (7+) 67 1.1fI6` LT *' RIM ELEV. 211 68 MAX DESIGN All �' •- - - A A •••••1A4. FOR DET�u,s k, Oil N AM s• WA F SHRF. A -��• - ■� ` ASSEMBLY 1. TOP SLAB AND MANHOLE RINGS SHALL Iii 7.) GTC SIN D RATI C4 Srn000 LAI SPECIFICATIONS: a ��.` \ 2 MAX >t LOAD RAnN� x�,c,00 Le s „ emf 4 t.Ti.•` �t hi,_ _I CONSTiucTto / STEEL IATL i)c, - M TO A.N.$.I. $ C. 478 R A111:-....:, �1�. - 'b,_ •i r7 _ /. R 1111,.: I I ,N COATING. comic-Am RESISTANT, All SURE ACES 1.11 ,:____., e '' • 4 UNIT WEIGHT! 05u Le a i I ,NI.ET ORATE DUCTILE IRON vt ,, \ 8• MIN � LS�wI�. •1 t. • U. - ki11, I../ a PERMIEIEA SlI1B: REOuIRED p2� J = ,..144e) , -_-...____44 1;2 BOLT (STAINLESS STEEL► ' , . - - �• _ i� �� �: F ICA TED CORRUGATE _ 1,,,:i • �4 �i �` GAL V. CHAIN • METAL 1M H U E! ,`A �� • . "' 2110/ CAPA�iFrr---------NLET __ o DIA 10' uFnNc EVE (tYP) s s x 2 , SI ACK WHENir� �.•• �1�1 �•�� � INLET PIPE_ a if' a � R • GATE IS DOWNB BOLT CHAIN TO r I SOLID UDNSTUB (OPTIONAL; a ,-.1 CONCRETE. J0" MIN. OUTLPIPE INIfT GItA1£- 1VAT ATI- 206.45 CATCNBASIN STORMFIITER PLAN VIEW 1 .... t . . w. . Ii. �r•�- 3•"'I ii: 6'',___,.... .... ;•• "�-LEXIBLE COUPLING 8 I � � STORM LATERALS CONNECTION TO ARCH PIPE ARMCO 'a b•: COMPACTED GRANULAR TO BC MANUFACTURED SADDLE TEE OR '� -- -- c) 0 -- ----- ` ATORIAL E 1 a �� APPROVE D EQUAL 0 0 Z.TURNOUT GATE '6 • o I' SECTION OF PIPE ATTATCHEO 1- �s _______-__- .-- TO BE MADE a� :Y�A�`K�TED�ANL RI Ws x WA TER PGH Tz I 4 PERI/41 1E R Sl AB wl TH it REMOVAL 3,000 PSI E:o c,t TE I I ii IN PLACE MASTIC 3" MIN. a'0 0 RESTRICTOR PL1TE I 1 2 (By CONTRACTOR) INSIDE RIM a INSIDE RIM 2-04 REINFORCING BARS ...J •. - -------- y z'-4 1' •' 4 (Sr CONTRACTOR) $t 7 U' ORIFICE A (i) 2.44 V� TO INSIDE OF RIM r i I.. .,,, 6' MIN. [ ' " ' a. • • 1 24•. • • 'a' t ,•• .• x "/ ' •��•. u• •.ss..1 -a ll •��� _ --•'� �n MANIIOI.E AND ;ASE SER '_ ________,,c..... J 5 �'•'• (� STD �Ui INCILE ()MIL 1 riit:11, _c / r. I '� NOTES: I, 0 R �� Flt TER 2 3 3/4�VA °a� ""'� MOVAB WA RTI T 1. ALL PRECAST SECTIONS SHALL T a j 600 MF R CRf ST CHAMITER-- V (2.3') R ► ( MANHOLE ACCESS EROIA /1 QV CONFORM TO THE REQUIREMENTS r` INLET OF A.S.T M. C47E1. All POURED p• N ` - 4 ��,_ SCUM H .../ I PLACk CONCRETE SHALL HAVE s O �_� BAFFLE -- L7A ..._......... A 28 DAY STRENGTH OF 3000 P.S.I. -----. • Fa ' 8. 00RET PIPE- _____i- i --- 2' MIN - 2' MIN .•`. • 2• TO 4" SLUMP. INLET/OUTLET Sn1B (STD) VARIES o ` 1.5R ORIF. DIA. (ANN.) -41 5x ORIF. DIA. (MIN ) `'t LBOWtT __ f1LTER CNAMBf.R � R 1 -6 � 1, #1 [ ___ ...-2'-1•- CHA 2 •-y CLEANOUT OPENING �e __ IN uVERE Low Em IEE 118 MIN 12• MIN INLET PIPE ,ifri, ii FILTER �� Pt.ANrow_ 1411 wEiR rNTH CHAMBER 1- -- 6" 1.E`Z4�.4�" -- 6' _1 LOCATION et ' CxFANdIT OUTLET SHfE 1 _ /6 MAX MAX ill GATCHNASIN STORMFILTER - SECTION VIEWCATCH9A31N STORMFILTER - SECTION VIEW\\\C ' s • �. \OUTLET PIPE1wmF T[t>r- ------ --- 8 - -nt - ---- _ _.ATE WE L T SLATT_WEL DED TO -•� --_- - - E� w MYi FICfELBOW WITH ORIFICEBOW �PREGAST MANH ,E._ 5DIAM - 1 60' DIAM. a. 1.85• ----- • - CflO'I RING ELBOW - RESTRICTOR 11 ELBOW - RESTRICTOR #2 • ' ANGLE AS NEEDED 10 ,Irlho � ��� NEET ,..,, H.T.S. NTS. • • 6UI '�;'; LAN. TO MH WALL (TYP.) • n.a. ►Irt+F►9thist111o. •lM,IFtS. 1-7 ' '•, • No. 0St4,S7S• £ O1' 0.1F.M. f IL.OW CON'1,RO1. MANHOLE I________. . ANS rain= ..,,»,,, ., I 6 1 , N TS .�. .. _ , i.„....1*-*,+'dM4'MRk:':SP- :su1 HcN4•Ati1..> �A,.•.,n'. • LEGIBILITY STRIP M � 7«.:..ww.:•. : ; i 111 III ill I��� II . , 2 5 X , Il' ,,9., ,w I 2 3 4 (� ,, P 10 I I 12 13 I4 I!5 I-7 Iltj 19 ?O 21 22 23 24 2I5 2Nd 27 • 2A 29 30 1 W - ,, -.y, p.'I 111 011 - •1011 k 10 • I 4 4 _ - .. r 4, •. 1 t •�-..i,'.', t ` •wok • • -•a.. ♦ i 'w .. Mh1n._. rMYMr ..' •+MM4 1M , ,. . .:.#+^'1qT .:. wq• ar• +a cr0-.0., 1*, •+A .F.,�T - • _ , .♦` :11.e k v o. 01\ . n { - - ': r PLM2004-00176/00178 7307, 7357 Sin BEVELAND RD 2 OF 2 I ___ __-_ _ - - -- -- - -- -- -- _-__- - _ ���N�pN�/ 44 54703 4 EXISTING DRIVEWAY - V-SAWCUT l/ L , �`- MATCH WIDTH & GRADE - !^`` 1"� 3/4- R ty,,i/--wa fuNlAc e. OREGON :,URB JOINT I., -- 5' MIN --- SEE NOTE 5 ROW - OkAINAGE BLOCKOUT ----- A r TOPSOIL MAtCN ExKlws IA(+IEIFIAI -- 3" I.O. PLASTIC - _ _Nita � OR AS `/494-4✓GI Y 1� ' / 1• 6• PIPE W/COIJPLWG i <' RECTEO BASE MATERLLXiAAOTJ` LPIPEG ItUAl) I NOTE 3 11 • NOTE 3 2` Cr 3//'-0' 6AS1 kOC1( • •• 16` •'1/�• SEE NOTE NO22 2 e 6` . I m u� �1 P.) 0 I + CG•AVAGTED STA/GRADE c, •0• • o • •.MAX. + 90EWALK \ 1" < 4 0 0 0 O • .. BAST [ OURSE--� • 4 ••. 8• A A . \4 t i v SIDEWALKU • • • F�` --Z4• _J - 6' - 30''AIAX- w�- 6,�►, } ; -� ADJACENT TO CURB �U ° �n 1 Uq 4 - _ ' _ 10' LAIN M1" '-' -'6 ROW . - �) 1 FOR USE ALONG Mf01ANS, GUTTERS MAY BE REDUCED WITH PRIOR ELM ca : Ll-' r 0•,.�--- AYNROVAa. TROY 111E UTY ENGINEt1•. 8= •' '•Y,'•_, 2. CONCRETE TO HAVE A BREAKING STRENGTH O 3000 P.S.I. AFTER 28 DAYS. I ill'•,y a > V ROAD ` �I 'u yl�•I I .Imll . 1 1h I1,.11411 II 3. EXPANSION JOINTS: 3/4' Z>r I_-' s.I < / 1 O `t 2. OF 3/1'-0' BASEROCK NOTES: A. TO BE PkOV10ED: `IIREF 1 ..c....____3/4" -- ,�� 1 y O O Ln COMP AL IF D S(lll('ItAUI. 1) AT EACH POINT OF TANGENCY OF THE CURB 2) AT EACH COLD JOINT A• �'-' .� ro n LL. Z n �r r 6' s 6" NIN 6" RAIN L� LJ O J al I TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT Of TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES. L--`_ -_y 1 0 I_ J - SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) Al EACH ENO OF DRIVEWAYS 2 of AC2GREGATf 6` MIN REDOING BELOW _ U = 1 (3/4`-0 ) COMPACTED O O NOTES TO A MAXIMUM OF 20 FT. 5) Af LOCATIONS NECESSARY TO LIMIT SPACING 10 45 FEET SEC li A-A OUTSIDE OF PIPE BELL ---._ } 1 Z Q W 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL B. MATERIAL TO BE PRE-MOL DEL, ASPHALT IMPREGNATED, NON ExTRULNNG, d` X 6" tU L. MESH N �D•7� I. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, A SACK MIX, SLUMP PWOENAM A THICKNESS OF 1/2 INC'1. SEE NOTE NO. 4N 0 (� OF 1- 1/Z TO 3'. • WITH A MINUMUM THICKNESS OF 1/2'. ' �� 0 0 O N 4. CONTRACTION JOINTS: CI 3 TRAvERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 1y �';•"\\,..'\--'.��`�� n Z .- • 243 . PANELS TO BE S FEET LONG. NOTES , Lal U CY HATH A DEPTH OF AT IJ:AST ONF FODRIN OF THE CROSS SECTIUNAI. AREA. A SPACING TO BE NOT MORE MAN 15 FEET `• _ Q CTT Q O I B. THE DEPTH Of THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. -"--- ` W N 3. EXPANSION JC NT TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4 CONCRETE BREAKING STRENGTH TO BF. 3000 PSI AFTER 28 DAYS 1. CONCH(I/ COMPRESSIVE STRENGTH SHALL BE A MINUMUM Of 3000 PSI AFTER 28 DAYS J < LLJ yy s UTILITY VAULTS, MMEELCHAIR KALIFS, AT SPACING NOT TO EXCEED 4S FEET 5. BASE ROCK 2`-0 OR 3/4'-0. 95% COMPACTION. BASE ROCK SHALL BE TO TRENCH FOUNDATION UI. V) L/) Cj 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2' STABIU1AT1ON, AS REQUIRED In 0 N 5,4 DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4` IN DEPTH, WHICHEVER IS GREATER. RADIUS ALONG BACK OF CURB. W / FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SANE TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. CURB, THE JOINT BETWEEN THEM 5HA�J_ BEA TRONELED JOINT MATH A MIN 1/2' RADIUS 6 DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE 3. EXPANSION & CONTRACTION JOINTS SHALL 61 1/2" PREFA LDED ASPHALT IMPREGNATED > X •42- Y ��') SIOEWAU( SHALL NAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNIA8IE A. 3" I.D. PlASnc PIPE WITH COUPLING MATERIAL OR EQUAL EXTENDING FRUAA SUBGR.ADE TO FINISH GRADE. NOTE. W CV -J IS U�"7 OR IF SIDEWALK IS INIENT)ED AS PORTION OF DRIVEWAY B. DRAINAGE ACCESS THROUGH EXISTING CURETS SHALE BE CORE DRILLED OR CURB 4 6" X 6. 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. CO OTHERWISE ..•DEWALX SHALL HAVE A MINMIUM THICKNESS Of 4 NICHES. 6 DRAIN BLOCKOUTS IN CURBS SHALL 6E EXTENDED TO BACK OF SIDEWALK WITH J" DIAMETERSAW CUT VERTICALLY 18` EACH JOE OF DRAIN AND REPOIJREO TO FULL DEPTH OF CURB. 2. JOINTS TO BE TACK AND SANDED. , C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 3. SAWCUT SHALL BE TACK COATED WITH OITUMINUS ASPHALT EMULSION. PLASTIC PIPE. AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE ! AND A MAXIMUM OF 3.0' FROM PROPERTY LINES G '��+wrw w NO •cAII 1 'may•" Two 9LAl[ ^ P. DU o w -- NO SCALE Tri.•o••• d AOII.IW DUQIA• /, AO'JETN .. plENAS / •�� MAMA�. OUDIAa OI•Irt111••r 0[/MAMIt lAQ1STM • pULNAS _ XIA�! i' ~�SI NO Y.AU `,r NDL►.r•. IN N"'r'•'� _ nrarliiNo �1•NNt .---..--__._ ----__ •�'wa R '- ---.- on NOe�._ DNt. NO Aw$lIN P Lx,ENAs _ - TRENCH �.--� . • atetM•rrIE1tS•I•a.AN••at CONCRETE o+rD. No a.,....- 0118 "oumn •IK:Lar DM No STANDARD 5TANDAR� CURB (URB do GUTTER No (,//�, lNWt rwgc 01•M•Ypl z, rr. MULL INAAa•14Mr•IY/ q/i gtAl �,;, :r r f• w•.N,O *MICH ISIS SIDEWAD( 120 M OP N , "II f tririL'4 MMT]T TINA _� 125 'dam !mt tT� ."04 ,...- 126 t° «^ YM� ,.a.- DRIVEWAY 1 42 Q'�'li w.c arca VIZI QTY aI EEwo rat ••'•I O.• •�� NAN(II +v BACKFILL 1 80 OM s NMI QTY a TIMM OW•X t••, i irlt a MIRO Artily MMCITY OP PONS lir Ar r•n,Ar rN L - �Y ANr•LL MM TSS Ar•••••as OW •r•lrer•.x - C7< ^� _ AAAA _ _ _ � • d L/) c0 2, RAMP TEXTURE PER DETAIL �- 4' - _t --- 4' °°1CROSSWALK 16' It, FLUSH k; 51 8.07. [T1PIG !!41c3,--.-7.r......:77_,..... -- --- _51._• --- 171 ''''': -- 4" P.C. CONCRETE '-4 s,- �r.o"oo 260(:). .07[ V) .i& v:o o o dt I _ 41 A _�. 2" 3/4"-0' ACG. BASEROCK --/ ���� _ i SECTION A-A 0�• i j____ O 2" �i \ 1 l• ::5.1 II 2' , I) 0 0 ( NOTES: L.,0) 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. I (- U tit 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4` DEEP AND RAMP PANELS SHALL BE • ! .T I BE EDGED ON 4 SIDES 0 G G 4 " ! �* 3. EXPANSION JOINTS SHALL BE 1/2` ASPHALT IMPREGNATED MATERIAL. OR EQUAL. 2.0% - PLAN VIEW 4. SURFACE SHALL HAVE A MEDIUM 9R001.19R001.1FINISH. 0.90'• ) U © 00 I TRUNCATED DDOW11 li-.-- �M- II PIACI TRUNCATED 0011E UETECTABIE WARNING fEXTIIRE IN THE LUMER 24' OF THE THROAT OF THE RAMP DETAIL 1 ONLY. ARRANGE DOMES USING IN-UNE PATTERN ONONOAS SHOWN Ell DEINI RIGHT COLOR OF TEXTURE 11 TO TI( SAFETY YELLOW. FOR CONSTRUCTION OF SIIEWNJ( RAMPS OUTSIDE OF PULING RICHT-OF-WT, CHECK WITH STATE BOLDINGING CODES TURE PATTPRNTEXDETNI ,44.„ : 1 WHEELCHAIR RAMP DE'T'AIL _ 4 tt' ` SIDEWALK ADJACENT TO CURB NTS J'-6" _......118' CAST IRON 910 PLAN I VALVE BOX TOPari PIIOP1RTl use 011 LOCATE FINE AND 00•411 < CO Y ����- LOU TO BE illI Yl•J1Y EA•OQfT \\ Quell LEDGE OF AT LEAST I I� • BREAK FLANGE SIDEWALK MINE 1 NO. 1.0 / 12. IN MOTH SERVED 18 "�' MMI. �-w 1\ - . } MIN -I q• MAX. l ••YM alma r Mill 01. _� // .4 // !. •-;/ -,;!' e - . t` ,;•fjju,j/A. ��iclll.• •'•Tlj s AME NN wt MON �� 11. • • �1 O "` ._. �' \�. . .•i4t 1C T' �- •=�.. DRAMS NO. P.IO J MECUM' 2x4 IN PLACE N, �� n l•1 1'-0" 1 1/2 1/ 4" DRAIN -••/�Vj ' • • PIPE ala As SPECIFIED s O. ' -_ M MANHOLE/ADE Pew TO QMH PUG Mlo�lrs % •••• .- G; - I PROPERTY LINE u Ttrr I TAR PAPER (MgSTI / .>./ / -- ��r,��.. --- MAIIIAIM 2T (wOM t Z ,.Ti;, 6" OUC FILE IRON PIPE -a - 7 ,2i•! '•J, RESTRAIN ALL JOINTS W/ II,;. . W�4� i.. 4 MIN. I aiMol Y131414 o l SANITARY TO TOP WTNq-. . A •rAwMD r,•AIAI Iwo co.cll OR T�T MA1TATIWT MAK MIC DOHA ELI LI/ SID MARINO Na 110-11A/ST a F �`; , f •;• "FIELD LOK" OR EQUAL GASKETS FINISH GRADE--/- \/��•�/j •i T►•�H,i�'���� V% NOTES: No ,to LL �� 1, I U ��!.• 1' - III I, `' ;II•..., �/ I. ram NEW C(•Tf/1.1C1Mx1 ALL SDE VMP ANO ,4 Lal MUNI W I 'lL*NE IN NOT-sI�NIE > �/•j i •; 7-1.--6-" �• 'r- CONNECTIONS To r No Io' MANS still a FAotDlr► .--_,-..A ���,/-� < /�` �' ;� -�� _ t -MNIq'iglT/'Ir[ /1110 _ OA+'1u1 y 1I y,. /. • ;:1> rA•wc.►RD 'TSI' nTiwos u•1LI.0 OtITOl,N1t KrllovWa sx• C11 GL AME MARISA. MALL K OK O TIE frAWWO.O NOTES: - A • If ��Dj�ly�`. �- 6` MEGALUG RETAINEP, • 4 \ \� ,••: DILL *ICM >-, PROPERTY LINE AND L.OT / GLAND ERAA IRON -- •' A �McAaTwaui+ � -LNUMBERS MAi(Kf0 IN WHIT ( ) • ALL •'ME P $ O O so CIrvi T1 Au PEwaT Yw«taI SlcnoNs *TALL CONECIIY to INE o11At,E RO+gs`�; rOlml I'OP aM•tARI' >�E lI10M YAXMIUM 12lY,••,011 .') ;�PAINT ON FACE Ci CURBBLOCKEDPIER 6" GATE VALVE �1 Fs - TZ/ -1M OW* A/4•-0 FOIA WHITE FUR STOAT tit RUMS REQUIREMENTS OF AUL C 47• 1sT IN NON-sTNTM( OIOU1• ir • 2. ALL POUIm 1,PLAQ CONdKIE !HALL NAYt A 2. OAr C FI.G. x M.J. , , --• E1'Mal OILMAIIQ ` :r�• IMNYIAI O► r Al1ORJlp a oa/gET[ AM 0-14CL-2 STRENGTH or .Tom PSR, AND SLUMP as Y to •• l • .. • t . a CREME IIIOI 'lAtr1-110 . c� (SEE NOTE 1) .� • aiA•Ia1T I 3. Au J0111A SNAll M alNID wIH PRE?. PASnC sTANDM0 ECCENTRIC SIDEWALK WITH PLANTER 2 (,' I-- •..17: �7 ,ti, • ►R1ol,t' TOTAL ,ENGTM (Y Ix1 MIN oAS1(FTa •+,c« As MFNT SEN wo 7, NAY NE p[, oR AN • ' --- -- �•DONe a1 PI 1 M.J. I( 6` FIG. TEE EotO As *Tow oN Al►ROVaD SLI u FLANS �` APPI/O D EQUAL CONFORMING TO RDrIIK IPEctICATIONSSI-SO . • STRIP AT CURB I . Ifr', ` I TO FACE SIIIIT • N1 PILE COMM ROHS TO MANHo1 I INN I SI • - 6' 6` - SIDEWALK 3' MIN. `/ ~- Tf T•:: t " ,""~T anrAa rAPt s PIK conT01fcrorn a 2•• OR OMAMP SHALL MOORE A �� YAWNS, STEPS NI , 4 W / tX OR01Y10 WGNE > • Iiii_ - BREAK FIANCE • 1 ♦• IN MOP 000E fllI1FACE . ii NOONMANHOLE A MANHOLE CONFECTION011AND NuN(A IN TAIL, L) C7 H.i _ ,I �yy MAX. LnTF IES-sAwrMh /y . • Mr caMEcncsls or rwR a MORE MAINLINES MAIL ..44(. � o�IM"Nn 100 r YMNlolt fECTTUN Q 1 _ ...r,��/��/�'.; �\•� '' _ '. % (WHITE '// $ T PROMO( A N Ol[AWMPII*NLL. Of T01 1. t(TACTSPIAKilStD) �' (vAIMA/Ls t-4) r' • -^^' w!r • -, �'���.\. •i�' �! I ////i/i 'I / Y• ,/., ..16' v • l. . •li ' I.' .• •'A • \ / (7. INE INWt fAG Or INE YAIMIOLE � • ( � ` `�`a/, A. ,t•:• "••••• •:4:41 i•S o•••"••• '''i:'is•� `I • MIEJ11(OUl Or MALI E�PINE *IAtl !r 2' YNNMAI AND ••- �p 1 ' • • /�' `; NOTE: •• - ' I•• I IARO MAGNETIC IAP!- MM IR ACK Li TR M U s "/'4'/9 /. • ♦' MA10111M CIIM Or PINE MALL ► ---- \•T,► �• % • . • nR01/(0 SAMTMr. •CA111101 YTRII OInWED 01oM.• • •9 0 * / I HYDRANTS m BE MOUER►1 MUELLER CENTURION, A-442,(OR APP'0 EQUAL) 6" M,�, 5 1/4' '.. • !TORN: 'GUTI[N SYyR11 DIIAIN euRE[D snots• r • TRIS DE TAA L•r1TD m YA>011LAA INTTIMOE DROPOF 2+' �• f-C IMISIEw / i• • ..• t T `..••• L. y` PIAQ t0• AMOK TO)TY • S AIO AGAtN•T 134 / 1 tg11 SAMiMY tx•NIEC11O1 ANL' M• me SidM MVO 3 PORT - 1W0 2 1 Y PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: � .�.•�; •� • �r 1' �. c1(ol, ...A t GUSTO R SIDE A. C#1 RESERVOIR 4•� •,. • r y / i to rAnAnwt TwIVEI1 I■Roor Ya«.at TWAY( wo cov.M I1 R. 8. BRONZE ACTUAf10N NUT •+ 4'' C. BRONZE SEAT RING :t �` \ 41AL1 K DIN All (AlEYpT AIO ars StN(Ei ARE A}i '�/ - 1A • ELEVATION - -- D. WEATHER SHIELD CAP I I IM� - _ - 441 IN •' L SEE PLUNBNL: CODE E. SAFETY SLEEVE COUPLING �{`�_ ,, i"..... ., • - • `A• �� - HUG MINIM�r u>K z at 7 Fp§ F THREADED NOZZLES WNit1 •r)' RINGS • �' pi. •A•'� ' ' •'•1'J• ,4 .•• .'• 7. '0P'1,%� !�' _ 1 i•.. On Ammo) • 2• MIN InraM TOP a W NOTES: FOA DEPTH OF COVER +. ; 1 • K / I 1 1•ir1 POT M ) MPS m MANOL/ G. NATIONAL STANDARD THREADS moon. niesr rirmio . TO a1 - 2. SAFETY CHAINS TO BE REMOVED, ' -- �,/ ��• vaTwln MOO v RI•IE - _ s>TCT1(N• K I. SURVEYOR 10 INSTALL TEMPORARY a. HYDRANTS TO BE PAIN, � � Flue AND GUARD STAKE OR I 'ED USING R-1317 SAfEI,• YELLOW OR AN ALTERNATE APPROVED 4/4• MUTTON OF WIT 1 - "• ' ') 1' CUARDSTAKE AT LOT LINE FOR -"^'- BY DISTRICT FIRE MARSHALL. PUTT PIA$TIO MOW +•-o • ;,•;`, • * MNdH,I,M WOK MP 3/4•-0 PI0E TONE• mei• ..,,Ft..' it _ �� • • ;•. METER INSTALLATION 4 HYDRANT TO 6E INSTALLED TRUE AND PLUMB -METER S. NO OBSTRUCTIONS WITHIN V 0" RADIUS OF HYDRANT. •r• >•)• A siRptl(Rt 111 WITH 4• PPIPE. - 0.020 MATERIAL A4 swamp t?' YIIMYUY Ix 0. OOYPACTFD �� M • `�I1EET 2 INSTALLED 81. CITY OF T1GAR0 K .E :'.:,••I ...►• f.; . �,.-• r OoNo(ETE 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. \N7,, TI :+> � 7, VAI VE BOX T'0 BE IN ACCORDANCE MITI STANDARD DRAWING NO. 503 OR AS APPROVED T � ONAVEL SI►>E YAtlRIAL • • : • • � . ,� aEI.EYATION 6 l A --ANGLE STOP ANNI•NJM 2'0- MIOE � :e„ , / ., � NOL[: OnNCIRETE [14OAISE p/111A NEE itC11oN ANO M 0!1•D r (:ls/c21Ere PIPE / y•.. ,' _i,",7- ',,,"' ' aI I BY ENGINEER. , ., .:I!: ,�,:T', 1' , Tar"-1Ar•1T '. TYPE •K` SOFT L R u t COt'PER e. THRUST BLOCKS SHALL NOT OE PLACED AT HYDRANT LOCATIONS. ` " s I'�If 1 l , i - -_- - 3Jl r i - - -- .;,,s,..:' wise r LIR matt Ham. rw.1s•• b 1�AlI T '1..i.,•1'k n,Y' '''''k',.'''' 14- t:, r AQV•NN • pWuAS t • . -- /.\,, AdATIN P. Dumas -.--, - r +.,r ` ''fit �- ` ' ' "s1°O''""" ---pe.•�.i- - ---- `2/4 ..a ND. / " '0�""O" w•so .1 FIRE HYDRANT TIM. ND STANDARD CLEANOUT SIDE SEWER SIDE !TORN ��t, _ STANDARD MANHOLE a• •I + "+ N. I,/ ,x I` .r w uta SA MIL IRM( �nV1�P[ Se Vioea �i1 T►tI�E 1 ._4'' 5 .,.,4 r7..,. . _tee"'"'e.' Clest ilriaRS �.r A ONE•wr.IM.•NI I•Mem PIPELINE Il, ;.y. `+ T+' " ' r, ✓ 1 twROT l•ss _- WATER SERVICE .520 i swam two i ASSEMBLY 5'72 REVISED 02-03 PRISED 02 03 .r11.. 4leam 6 ` L, ;, ? '1 • Gro WORM MN l ROMP `WI ....... AMANG NO. 150 -- --- -__ --- J oa A�rcd«(L.I«I (XZAMANG N0. OlU --.-• - - 'AVOW N0. 1 0 REVISED 02-01 1 • y / C �� ••-7,4 ,. • LEGIBILITY ST CT ""j`I!I!I,11:1`rr'1°rrr�rr lrrifw ��'i''II I Il i II1HIl Till II$llli IIIIIIIIII I� ��,�IIII IlIl I$ II; � l 1 L ` ( • R", IANA.1� I z 3 4 !1! IO , I 12 �3 '4 'e I7 lB I!Q 2�0 21 212 2., 24 23 2R <H 29 �O I • l.':;• w 2 5 X ♦ A C; 1 6 -1 I 1 OI _ I NoNI ••to ., 1 1' I •• • . 1 At ' . . ,.. ,- , a++At rrua,+f1N!"�h+M►* �411dk�S IAS rIMI16►11'lllMsl , f. • SV y a i I': i • , ,I 3+ S V - 4 0 QS�TUNE SPECIFICATIONS PLANTING AND SEEDING 10-Ice GENERAL: All lonts shall conform to oil o licoble standards of the latest edition of4 AREi r 14 NDM p pp SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8 inches "�►\ �� �` / ! 10 ICB g-FSF ' . the "American Association of Nurser nen Standards", A.N.S.I 260.1 - 1973. Meet or Remove oil stones (over 1 1/2" size), sticks, mortar, large clumps of vegetation, rO0opp•� ��w yr19-NDM--- ?O q., ... _ .4 exceed the regulations and lows of Federal, State, and County regulations, regarding the roots, debris• or extraneous matter turned up in working. Soil shall be of a , 1 •i . 'sr..., .. .•;,-/.. �� • -3-APB inspection of smaterials, catilieo os free from hazardous insects, disease, or homogeneous fine texture. Level, smooth and lightly cam act area toplus or minds l�i i ' -`- " v ., • Qom'• ,, • • , p plant9 9 Y P 2-FPP I ,�, / O:O:O;Y': i • r-'0- CB noxious weeds, and certified fit for sole in Oregon .10 of required grades. O' • ' 1 !1 y 9.94iz�i, eo,/,4�y.% 11gar 41.11, 'ik, •4,6 •• w The apparent silence of the Specificotions and Pions as to any detail, or the apparent In grounacover aroas ads 2 of compost (or as approved) and t,l, in to the top six 01 lig !� ` "� ^s' V'O�•' 71.•y//•' ,'• s , omission from them of a detailed description concerning any point, shall be 'egorded as inches of soil 2 ARB % r • . -2i). •�^ yjO�.10'O� --_- •a -•. J,. n mooning that only the pest general practice Is to prevail and that only mater& and , 4 `,�^� 00. erarkmanafljp_�t first gyality ars 1;Q be um, All inte►pretutiona of these Specifications PLANTING HOLE: Lay out oil plant locations and excavate oil soils from planting !�/ _ '�010'oda holes to 2 1 2 times the root boll or root system width. Loosensoil inside bottom '� r •• shall be mode upon the basis above stated / Ys s de ,",� d 'dp • . )t:4 -2-FP� of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage �� 7-END • • / PERFORMANCE QUALITY ASSURANCE: Use adequate numbers of skilled workmen who ore of planting hole with water, and adjust any urea showing drainage problems. � • • 6-END 0� thoroughly trained and experienced in the necessary horticultural practices and who oro 13 ICB-- ;,�� / _ completely familiar with the specified requirements and methods needed for the proper SOIL MIX: Prepare soil mix in each planting hole by mixing: `- / 4i,so.performance of the work of this section. 2 part native topsoil (no subsoil) [•]t� 7 RDA O B. 1 part compost (as approved) % © C.• 8-END - 4 BJ 2-ARB i O' 7-GEW -� '%i - NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times a O �1 _F 4-NDF - -R. i•, it. - for inspections. Inspections at growing site does not preclude Landscape Architect's Thoroughly mix in planting hole and add fertilizers at the following rates: O Oe / 8-FC BASALT ROCK ' 6_ ;; �; 12- Ci3 right of rejection of deficient materials of project site Each plant foiling to meet the Small shrubs - 1/8 lb./ plant / 00���- w FOUNTAIN y 1 �. 7 F✓ 1111 0 Ir 4 above mentioned "Standards" or otherwise foilingto meet the specified requirements or Shrubs - 1/3 to 1/2 lb./ plant ///,�r. - .- 12-GEW- ilia,/ t C q4-FSF 8•GE6 ' .____ ____+....-- set forth shall be rejected and removed immediately from the premises bythe Trees - 1/3 to 1 lb./ plant OtD,je- y /s - _ -----v-4 O ' / BASAL" ROCK - Contractor and at his expense, and replaced with satisfactory plants or trees conforming ;► * � 9-FGS- �. O II /('' ' xOUhTAIN "1 to the specified requirements FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) 3 NDM- 0. • _ . . ••. . ,1 �. • • I tO� ► . with micro-nutrients and 50% slow releasing nitrogen. For fine seed lawn areas use • e .•_,v �' 5 j (. 6-END 10-NDF r �i•• l� :-t► l w' �� SUBSTITUTIONS: Only as approved by the La scope Areoitect er the Owner's Commercial Fertilizer "B" (8- 16-8) with micro-nutrients and SOR slow-releasing 6 CP I� �� 3 Fv5 a•?�! Representative nitrogen. For lawn maintenance use Commercial Fertilizer "C" (25-5-10-2). �� 7 BMW- =- • ,,0 7 END iJ•._ eao��.• ti �•,�.-•,,.•�,•.,-•�-� .,-.,v . .I ,' 6-RDA ;�llife = ir,,,. rtes�.•,� a �. _ ��. • 3-AEG _ r ,'�IIWI ?� Gv%.R.�N�EE AND REPLACEMENT: All plant motorial shall be guaranteed from find PLANTING TREES AND SHRUBS: Plots.* upright and fore to give best appearance or I 1 7-END . : �I -��-� 1 • 9 BMW / �► 3-AEG ` ° / acceptance for three full growing seasons or three years, whichever is longer. During relationshipto adjacent plants and structures. Place 6" minimum, lightly compacted • ' ! r TERRACED - tOE. oil �a�.�a,,.. ' S• 1 1)�-t this period the Contractor shall rep ace any plant material that is not in good condition layer of prepared planting soil under root system. Loosen and remove twine binding D.! WALL _ '�t t�f and producing new growth (except that material damaged by severe weather conditions, and burlap from top one-holt of root balls. Cut oft clearay 011 broken or frayed 1Li 'O'•.e1tlli '�R', ---'ERRACEDJr A i due to Owner's negligerice, normally unforeseen peculiarities of the planting site, or lost roots, andpreadrootsout. taggerPlantsnrows. Backfillplantingholewithsoilisit# � 7) 7-FC 3-AEG p�mix while working each layer to eliminate voids• 6-RDA' due 10 vandalism), Guarantee to replace• at no cost to Owner, unacceptable plant ..4• _ I mate/1101s with plants of some variety, oge, size and quality os plant originally specified. ` "r DECORATIvE ' FC ;C 6-END When approximately 2/3 full, water thoroughly, then allow water to soak away. Place PAVING i ._ Conditions of guarantee on replacement plant shall be some as for original plant. remaining backfill and dish surface around plant to hold water. Final grade should 1 -1-4 EG PLANTER/ - rip 2-FGS O ` keep root ball slightly above surrounding grade, not to exceed 1 inch. Water again SEAT WALL Landscape Contractor shall keep on site for Owner's Representative's inspection, au until no more water is absorbed. Initial watering by irrigation system is not allowed. P -2 FSF Oil 5-ND 7-NDF 6-NDF Ih • 9_ W 6-FGS `; .: , receipts for soil amendment and topsoil deliveries. 1 STAKING OF TREES: Stoke or guy all trees. Stakes shall be 2" X 2" (nom,) quality i . • , PROTECTION- Protect existing roods, sidewalks, and curbs, landscaping, and other tree stakes with 6-FGS PLANTER/ �_---7 point. They shall be of Douglas Fir, clear and sturdy. Stake to be =_ / L f features remaining as final nark. Verify location of underground utilities prior :o doing minimum 2/.3 the height of the tree, not to exceed 8'-0". Drive stoke firmly 1'-6" w""r SEAT WALL .` T �+ work. R / g DECORATIVE �'� ' Repair and make good any damage to service lines, existing features, etc. caused ��1�� �„• . , �/ •6-NDF �,�•..• below the planting hole. Tree ties for deciduous tries shall be "Choinlock" (or ��>;I ��, =.�, 3-FGS MW�. /, PAVING V • a by landscopin installation ) g ( 01b ���� 4-NDF O :NF6DS-..FFB =�� ,� better . For Ever reen trees use Gro-Strait Tree Tics or a reinforced rubber hose �► 3 --\ �- 3.FC , ,� , I. and c.�y wires) with guy wires of a minimum 2 strand twisted 12 ga. wire. • ' _ 'PLANT QUALITY ASSURANCE - Deliver direct from nurser Maintain and rotect roots of • ' • ' • •'! 4- 0 -DOGWOOD r y, p : � �_ - 4LA1MM /� / i TRANSp�ANTED'plant material !ram drying or other possible injury. Store plants in Shade and protect 4 BASALT OCtt _• ( I c - 'her-r from weather immediately upon delivery, ii not to be planted within four hours. MULCHING OF Pi_ANITNGS: Mulch plontinq oreos with dark, well-rotted, medium grind =-_ E,t �, • FOUNTAN ': % 9-NOF • _ Frfir bark (or approved equal) to a depth of 2 inches in ground cover areas and 2 1/2 o '-`7\ // i 8-FS�- / _ A\ - , •�inches in shrub beds, Apply evenly, not higher than grade of plant as it came from - 2-FS ,I/r1.J_��, 1 4-amw •r„y Nursery stock shall be healthy, well branched and rooted, formed true to variety and the nurser and rake to o smooth finish. Water thorou hl then hose down isatin 7-F «''� G ' • •species, full folia ed, free of disease, in r defects, insects, weeds, and weed roots. y' g Y' P q •_ `• 1 '�:�� 2- GS ► :""' r✓ ?g �'•Y� area with fine s ra to wash leaves of lants. • rte_ �"// ! s't% • 11FITrees sholl have straight trunks, symmetrical tips, and have on intact single leader, All P y P / / 1 •• •��` ' - 6-CAF I . ,.� .,Plants. rue to Home, with one of each bundle or lot tagged with the common and ,. " \ -- 7-END I' 3. FlNE LAWN AREAS: In tine lawn Oreo apply Commercial Fertilizer Mix B at 4.5 lbs 2 QC —�- J r •! r,botanlcvl Home and airs of the plants in accordance with standards of practice of the Per 1,000 sq.f:. and rake into soil surface. Establish an even, tine textured seedbed 4111�: 7.Qo•_ '� T" \.r ' •Amer.icon Association of Nurserymen, and shaft conform to tho 5taj�ardizQd Pfonjmeeting grades, surfaces and texture. Sow seed with o mechanical spreader of the +� v,,=°��• � :� • flames. 1942 Edition. ,nlformratesos noted below. Rake seed lightly to provide cover. 4-PCC `� �� �QO �' - fN \ rx „` '• �i ..Ili��f syr I• J . -Containergrown stock Small contains►• grown plants, furnished in removable containers, ® 1) � f �' ,�SEED: Bluetay gross seed conforming to applicable State laws. No nox'c;us weed shallbewell rooted to ensure health rowth (,row container lams in containers a - �' o '� L'9 P seeds. Subm T Guaranteed analysis, .,� .�.,inimum of one year prior to delivery, with roots filling cnntoinsr but not root bound. Fine Lawn Seed Mix: To contain 50X Top hat Perennial Ryegross, 30% Derby7-PCC 04Bore root stock: Roots well-branched and fibrous. Balled an,d burlapped (B&B): BOHSupreme Ryegross, 20% Longfellow Chewings Fescue (Hobbs and Hopkins Pro--Time - �_��shall be of natural Site to ensure health rowth. 8011 shall be firm and the burls tY 9 P 303 Lown Mix or as approved) Sow Seed of 5 lbs. / 1000 sq. ft. 2-FGS �".N, .A�+'�sound. No loose or made boll will be acceptable. • , f MAINTENANCE: 8-ENDll. 4 1 C,� ' . / -- TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify that the topsoil is Of iS Fine Lawn Areas: The lawn areas shall be maintained by watering, mowing, reseeding, � . not conduc"ilta_ ,Q proper giant grown and weeding for a minimum of 60 days after seeding. After 30 days apply • \ o- `— -�- _� Commercial Fertilizer Mix "C" at 4 lbs. per 1,000 sq. ft. Mow and keep at 1 1h: " to •• ' �- r Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in 2" in height. Remove clippings and dispose of off site r" lawn areas. Ir topsoil stockpiled on site is not conducive to proper plant growth, the t Landscape Contractor shall import the required amount. Landscape Contractor is to Protect and maintain work described in these specifications against all defects of submit somples of the imported soil anti/or soil amendments to the Landscape materials and workmanship, through final acceptance. Replace plants not in normal healthycondition at the end of this Architect The topsoil shall be a sandy loom, free of all weeds and debris inimical to period. Water, weed, cultivate, mulch, reset lawn or plant growth. plants to proper grade or upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to ovoid drying out of plant Landscaping shall include finished grades and even distribution of topsoil to meet materials, and to promote healthy growth. LANDSCAPE PLAN 3-QC INplanting requirements. Grades and slopes shall be as indicated. Planting bed grosses rid I shall be approximately 3 inches below odjocent walks, paviig, finished gradelirres, etc., to CLEAN-UP: At completion of each division of work all extra material, supplies, SCALE 1 " 20'-- 0" I 1 ' allow for bark application. Finish grading shall remove all depressions or low' o,'eas to equipment, etc., shall be removed from the site. All walks, paving, or other surfaces provide positive drainage throughout the area. shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be kept clean, orderly and complete. HERBICIDES: Prior to soil preparation. all areas showing any undesirable weed or grass t v" INSPECTION: Notify Matt Stein, at the City of Tigard, for final inspection after , growth shall be treated with Round--up in strict accordance with the manufacturer's completion of landscape installation. PLANT LIST: instructions _ -------- _._-_ -_- __ . _ _ GENERAL NOTES: Cr N SYM LATIN NAME/ Common Nome SIZE SPACING 1. Contractor is to verif,, c stoat quont't'es. 2. Adjust plantings in the `•e a os necessory. GROUNDCOVER 3. Project is to be irrigated .ti'th an automatic, underground 6 CAF CALAMACROST1S ACUTIFLORA "KARL FOERSTER" 1 poi, 3' o.c. irrigation system to be aes'gn/ build by Landscape Contractor. Karl Foerster Feather Reed Gross 4. All plants ore to be `..' , 'o aged, well branched and true to form. 1 1 1 50 FC FRAGARIA CHILOENSIS t gal. 3' o.c. V Wild Strawberry 56 FCS FESTUCA GLAUCA "SISKIYOU BLUE" I gal. 2' a.c. Siskiyou Blue Fescue 2 FR FIELD ROCK - Min t8"xt8 As Shown 27 GEW GERANIUM ENDRESSII "WARGRAVE PINK" 1 gal 18" o.c. Wargrave Pink Geranium �t.,% TREE REMOVAL MITIGATION SCHEDULE: �`� �fr SHRUBS --- - 0 __ �`� 10 AEG ABELIA GRAND. "EDWARD GOUCHER" 5 gal. 4' o.c. TOTAL EXISTING TREES OVER �2" CAL - 131" _ -t I ��xi1Z•:� Edward Goucher Abell() 1-16" Oregon White Oac G Lu ��tr `•ww I -CH AINcOCK TREE TIES 35 BMW BUXUS MICROPHYLLA 'WINTER GEM" 3 gal. 3' o.c. 1-19" European Birch ; w (OR AS APPROVED) Winter Cern Littleleaf Boxwood 1-33" Deodor Cedar `' 18 CP COTONEASTER PARNEYI 5 gal. 5' o.c. Z y 4 Q 2" x 2" D.F. STAKES Forney Cotoneoster 1-14" European B'rc' Q 'Y 71 END ESCALLONIA -NEWPORT DWARF" 2 gal. 3' o.c. 1-14" European B rah Newport Dwarf Escollonio �,, ,��� _ o I CROWN OF ROOTBALL TO BE 55 ICB ILEX CORNUTA 'BURFORDII COMPACTA' 3 gal 4' o.c. 1-17" European Birch " Burford Compact Chinese Holl _ " \I�„444, ei ro I2 OLIN INISHED GRADE 55 NDF NANDINA DOMESTICA "FIREPOWER" 1 gal. 2' o.c. TOTALI CAL. NCHES OF 'BEES TO BE MITIGATED 131" �,FINISH GRADE \ 2" MOUND FOR WATER BASIN spoors. Nondino N Fir � 64 NDM NANDINA DOMESTICA 'MOYER'S RED" 2 gal. 3' o.c. TOTAL CAL. INCHES OF `BEES PROVIDED FOR MITIGATION 132" _\ 2 1/2" BARK MULCH .f-- _ �s 2 1/2" BARK MULCH Moyer's Red Nondino e"+•„�, ,`•, ” 1 e l' 1,---- 25 RDA RHODODENDRON "DORA AMATEIS" 12-15" 3' o.c. fn FINISH GRADEi rr O 'll i Dora Amoteis Rhododendron ►' • "!J BACKFILL SOIL MIXTURE ----" I BACKFILL SOIL MIXTURE 1 I ;i '' 1-6 MIN.- I .x TREES j9/'O` I ..11:=11?�h ? WITH FERTILIZER -_ WITH FERTILIZER II ARB AGER RIlBRUM 'BOWNA1t.' 4' cot. As shown EXISTING SUBGRADE Bowhall Red Mople NUMBER OF TREES REQUIRED FOR C TY OF TIGARD 2 to 2 1/2 X ROOTBALL � 1 X ROOTBALL EXISTING suBGRADE8 o, a Jcqu«•4orAit�at�c�nVrn �" cal. A= shown CODE COMPLIANCE: r. 2D'-0 4 FPP FRAXINUS PENN. 'PATINAE' 2" col. As shown I cmickEb I Potmore Ash STREET TREES = 5 BEES PERIMETER BUFFER TRE"5 '' TREES 1 •._0 21 FSF FACUS SYLVATICA FASIIGIATA' 2" Cal. As shown PARKING LOT TREES ?BEES SHRUB PLANTING DETAIL0 DECIDUOUS US TREE PLANTING DETAIL fastigcote Beech s �,.r 11 PCC PYRUS CALLERYANA "CHANTICLEER" 4' cal. As shown - -- ./ NOT TO SCALE NOT TO SCALE Chontidser Flowering Peer TOTAL REQUIRED '`?EES 29 TREES 5 OC OuEMCUS COCCINEA 2" col. As shown • Scarlet Oak Ll - • ;:,), ,d) c 4 , .'MAiW i:.vur.•r. Y 64x:41/4 ✓..Wr ,. ....l' 44AM.'•.-f,.1r Ir M'.rne .. . -,%+.1 rPrx •1. �, �'I. I I IIIf•III f 1I' 111//"i .ji I 1 dll..aal'. 'I►.9'r'�I'r'.'. .1. I. • uesoury Imp 2 5 X . ... 'I 11 llll1111'I�'. 17 1 �i.� „1 I" i�11741�iill I III III 1,1 !�II"I •u.I:i,��:�.. ' a e I A 0 I I 12 3 i •e le 1 le le 20 211 22 213 2"4 6 27 28 2M 30 .,-„R,•,,...,,.,,,►,■fir. V/ •X 4 `,t h {: F,r ,p A� . , • : , . . . wn w • • t' F _ _______ :