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HomeMy WebLinkAboutTigard Fred Meyer Remodel J or- 0 0 sTRucTioN PLANS FOR PUBLIC ImpRovEMENTS FOR 1GARD FRED REMODELZ 0Q '., I I mac.. 00 c too .....„ mEyER • CITY OF TIGARD oREGoN c., , . 10 TIGARD, ... ARcEL IN SECTION 36 L, pi 36, T.IS., R.1W. W.M . Emil ;1 ... e,)i:l.t, 'Fic S- r-,J Irz L 1 &) E �� �f raE iiij z • j i r e-C o��� Qw 1ri/ L °�� °n 'r i z , A .■I.M ► 8 �1v 1c l /' c;. ( . .� mow_ NI a•-, GENERAL NOTES EROSION CONTROL NQTES: INLET SEDIMENT BARRIER / BIQ-FILTER BAGS 1. All work shall • ,••-. • -�_-. cable regulations, specifications, codes, and 1. Approved erosion control measures shall be taken In accordance (!) requirements o' •: . . . ... 1, Straw bales shall be standard 40 to 60 pound rectangular boles of cereal grain or q •dministration Rules (OAR) and American with City of Newberg standards. The CONTRACTOR shall provide seed straw. - Public Works Association T-WA standards. ail material, equipment, and personnel necessary to maintain such erosion -1 protection measures. Any damage caused by erosion shall be corrected 2. Stakes shall be 2 - 2"x2"x3' wood pegs driven through bales and Into ground to a S 2. The CONTRACTOR shall perform all work necessary to complete this project in by the CONTRACTOR at his/her own expense. minimum depth of 12 inches. ""-` accordance with the plans including such incident jls as may be necessary to meet applicable agency requirements and others as necessary to provide a completed project. 2. The implementation of Erosion/Sedimentation Control (ESC), plans and the 3. Straw bales shall be keyed Into existing ground 4 to 8 inches. OAK ST y construction, maintenance, replacement, and upgrading of ESC facilities Is the 3. The CONTRACTOR shall have appropriate permits before commencing work on this responsibility of the CONTRACTOR until all construction is completed and 4. Straw Bale Sediment Barriers and bio-filter bags may be left In place or used as mulch - 1 project. approved and vegetation/landscaping established. after com letion of site work If PINE ST p approved by the jurisdiction. r, �� w V ! LL, 4, The CONTRACTOR shall review the project soils laves#igation report prepared by the 3. CONTRACTOR shall verify that all trucks are well sealed when transporting 5. At no time shall more than a one foot depth of sediment be allowed to accumulate T` SOILS ENGINEER. The CONTRACTOR shall be responsible for following all saturated soils from the site. Water drippage from trucks transporting saturated soils behind straw bale sediment barriers and/or bio-filter bags.. Sediment should be SW SP•4 S I-- �r�' Ctrecommendations and conditions set forth in that report. must be reduced to less than one gallon per hour before leaving the site. removed or regraded into the slope, or new lines of barriers installed uphill of `__ '1 �/ sediment-laden barriers. 444 L_L 5. The CONTRACTOR shall keep an approved set of plans with all approved revisions on 4. The ESC facilities shown on these plans must be constructed in conjunction with ail - %// r, W the project site at all t mes. An sages shall be designed by the engineer and clearing and grading activities, and in such a manner as to insure the sediment laden 6. Blo-filter bags shall be clean 100 percent recycled wood product waste. Size of submitted to th y of Newberg Engine for approval. water does not enter the drainage system or violate applicable water standards. bogshall be 18x8x30 inches and weigh a z g approximately 45 pounds, and made of ` o 6. The CONTRACTOR shall protect and maintain all existing utilities on this site. Aey 5. The ESC facilities shown on these plans are the minimum requirements for inch elastic mesh, (LYL damage to existing utilities, whether shown or not on this drawing, shall be repaired / anticipated site conditions. During the construction period, these ESC facilities shall 7, Two (2) 1" x 2" Stokes, or approved equal, shall be used to secure each bio-filter J i r� replaced at the CONTRACTOR'S expense. Existing surface features and fencing shall be upgraded as needed for unexpected storm events and to ensure that sediment- brae to the ground. ..../. 1 tiJ be replaced In kind. laden water does not leave the site. y t /11 , 7. inc CONTRACTOR shall install Erosion Control Measures prim tc aeginning construction. 6. The ESC facilities shall be Inspected daily by the CONTRACTOR and �� I (LIOZP maintained as necessary to ensure their continued functioning. f 8. All existing site conditions and elevations shown on this plan ore from as-built drawings J` • and a survey completed by Westlake Consultants, Inc. in May/.'une 2000. The CONTRACTOR 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of Q shall visit the site and verify all existing conditions and elevations to his or her satisfaction. once a month or within the 24 hours following a storm event. `'- � 1� LA l _ LA 9. Any alteration or variance from these plans, except minor field adjustments needed to 8. At no time shall more than one foot of sediment be allowed to accumulate within S meet ex€sting field conditions, shall be designed/approved by Ronald K. Rooks (Engineer), a trapped catch basin. All catch basins re conveyance fines shall be cleaned CL W and be approved by the applicable agency representative. Prior to paving. The cleaning operation shall not flush sediment laden water into \-4\l'ao• Ithe downstream system. ` ff��l10. Any construction observation by the City, or the Engineer, shall not, in any way, �.) uEET I \ DEX0 9. The boundaries of the clearin limits shown on this II1Zrelieve the CONTRACTOR from any obligation to perform the work fn strict compliance g plan shall be clearly flagged I III Li 2 0Illr with the applicable codes and agency requirements_ in the field prior to construction. During the construction period, no disturbanceCNI beyond the flagged clearing limits shall be permitted. The flagging shall be11. Demolition work shall include removal of all stumps and vegetation debris. Conformancemaintained by the CONTRACTOR far the duration of construction. , _ cc, with all regulations and permitting requirements for such work shall be the responsibility 10. Stabilized construction entrances shall be installed at the beginning of construction r r Q Al, L of the CONTRACTOR, and maintained for the duration of the project. Additional measures may be required SHEET DESCRIPTION 12. All traffic control shall be performed In accordance with the latest edition of the Manual to Insure that all paved areas are kept clean for the duration of the project. r a 4 € 0 of Uniform Traffic Control Devices (MUTCD) as modified by the Oregon Supplements. +11. The CONTRACTOR shall provide site watering as necessary to reduce wind erosion 1 PUBLIC IMPROVEMENTS COVER SHEET VICINITY MAP -I13. A preconstruction meeting should be held with all inspectors prior to starting any work. of soil fines. 14. CONTRACTOR to locate all existing property monuments prior to construction. Any 2 EXISTING CONDITIONS DETAILS N.T.S. IX COmonuments disturbed during construction of this project shall be replaced by a 12. (November 1 to April 30): Supplementary wet weather Erosion Control measures , /D REGISTERED LAND SURVEYOR at the CONTRACTOR'S expense. A survey shall be recorded sh. •• ed. Wet Weather Erosion Control measures shall be per the City of 3 PUBLIC IMPROVEMENTS, DETAILS a. with Washington County for any reset pins. Newberg eta dards. 15. The City must be present for all testing and shall receive a copy of all testing results. t QTILITY LOCATES LEGEND THESE DRAYNNGs ARE THE PROPERTY OF e PROPOSED TREES WSTLAKE CONSULTANTS INC. (WO) AND ARE NOT TO BE REPRODUCED iN ANY 1. e CONTRACTOR shall have all existing utilities located prior to starting any work. MANNER EXCEPT MATH THE WRITTEN il EXISTING TREES (EVERGREEN) ® EXISTING GAS METER PERMISSION OF WO 6 c"G tx ATTENTION: Oregon law requires you to follow rules adopted b,' the Oregon Utility 172 .Y 1 G 0 g Notification Center. Those Rules are set forth in OAR 952-00', 0010 through 411) EXISTING TREES (AR) EXIST i. 2' CONTOURS .. w} C. n,_,,, 0\-ser°S OAR 952-001-0090. You may obtain copies of these rules by calling the center. Tm ,JP�'' % yam . ' (Note: the telephone number for the Oregon Utility Nptfflcotion Center is (503) 232-1987). ��` ` �� DEVELOPER/OWNER: ARHCITECT. s9- EXISTING TREES {HEDGE) i�0 EXISTNG 10' CONTOURS Fyne 3. The existence and approximate location of known underground utilities or structures �p� shown on these drawings were determined by a search of available public records. The EXISTING TREES (CEDAR) 170 PROPOSED CONTOURS u_ tie �• locations and depths of these utilities are from these records and ore shown for the FR E D MEYER STORES, INC. SIENNA ARCHITECTURE COMPANY41(0 0 0® convenience of the CONTRACTOR. No responsibility is assumed by either the OWNER STM o or the ENGINEER for accuracy or completeness. 3800 S.E. 2 2 n d AVENUE 411 S.W. 6 t h AVENUE L<6 EXISTING UGHT POLE PROPOSED STORM UNE 4. Contractor to notify City, County, ODOT and all utility companies a minimum of 48 hours EXISTING POWER POLESAN ' PROP' :ED SANITARY UNE ~�� 5m (2 business days prior to start of construction by coiling one :all" at 246-6699 or PORTLAND, OREGON 97202 PORTLAND, OREGON 97204-1602 �, en1-800-332-2344 and all other applicable agencies, and shall comply with all other requirements of OAR 952-001-0010 through OAR 952--001-0090. PHONE: (503) 797-3561 PHONE: (503) 227-5616 - 0/I4- OVERHEAD POWER  - PROPOSED WATER UNE 1 ,2.. 5. After locates are requested and utility companies have provided locates, ` EXISTING WATER VALVE PROPOSED SANITARY MANHOLE � S e-s z ' \-\(.-a,1• CONTRACTOR shall pothole to the depth of the proposed utility to verify location of FAX: (503) 797-7930 FAX: (50�) 227- 3590 J r ,s , O all underground utilities prior to commencing with construction and provide /� • PROPO ',D SANITARY CLEAN OUT �loS�t� 1 WESTLAKE CONSULTANTS INC. and the appropriate inspector, 72 hours notice of any CONTACT: RICHARD DURR CONTACT. JIM STATHOS ATV CABLE TV RISER o�� °� , i. potential conflicts. • PROPOSED STORM MANHOLE -'.y„L\\C U Co© EXISTING CLEAN OUT 6. The CONTRACTOR shall be responsible for coordinating the relocation of buried and 0 overhead utilities. I,.;., .. .:''.., ._, I CONCRETE SIDEWALKLa p EXISTING MANHOLE (STORM/SANITARY) IICPROPC, D FIRE HYDRANT .' � ���y�i©�, � EXISTING WATER METER M PROP '�D SINGLE WATER SERVICE `I�crvl�' /�� C c ■ EXISTING CATCH BASIN PROP ;SED GATE VALVE :� fWI „L (----"----T:"'-------"-- � 1 v. / F �5 -d e Cr PROPOSED THRUST BLOCK r / / /_ (7' ��IM 1 �l Gd 7`� 41 �` IF ''e_e-- 1 Was T7r"°�'` (1c20 000 ) • EXISTING ARE HYDRANT M PROPOSED CATCH BASIN �0 PROFo �� C , /� x mess r ✓ # PROPOSED STREET UGHT - WATEF,IJNE LOWERING Ca~,)�'�GINE-4-� 0 o 5 1f�' S_____.'' / -- 16074 5 N /l e.5 t'0 wi J,I-e 6_,.. " ' /' ,,, 1 ' �_ p r 21, ti SHEET ea pe- f� s *�' l ,�-�s r cl ---- 'I`L.l-1 N1 \1 Ill CO 1�'`� `�E fl K. R�' _ f 3 . BENCHMARK: BRASS DISK LOCATED f.i SHE N.W. CORNER OF THE RICHARDON 1 jZ��ao OF ,t�itra L21 ` Wte- D.LC. NO. 55, ELEVATION e 276.16 PER' U.S.B.T. BOOK 4, PAGE 758. I�zs� - 12-31�-Oo JOB NO. O ,�i�� RENEWAL DATE 905-03 J o 90503RC.dwg II II1I1 III) I i1l1 fdJIll11�lIl coo 8 GRAPHIC SCALE �8g 3D 0 15 30 60 120 o 0 too I I PI ( IN FEET ) +I • 2 _ 30c*. NOTE: LOCATION OF CURB AND SIDEWALK REMOVAL SHALL inch ft. BE THE LOCATION OF IMPROVEMENTS SHOWN ON SHEET NO. 3 t` z � 4 � .44 g ' d pl, n . eleZ W ,N G r r, G �! �� ,� _ — G_ __ mm.L ..mom F, p w W W VV SD SD SD SD N SD SD SD a� 1(gv _CO '� �h p STREET-TREE- -REMOVAL - - - - o S . W. SPRUCESTREET z �� _ _ I G S� - SS - -SS = - SS-- ---- s S j - -SS- J �� - - - SS - --SS --- - �S - -C,H - - - © W � Q sS 8 AND SIDE�INALK REMOVAL CURB AND SIDEWALK REMOVAL 4 rQ vv RB AND/SIDEWALK REMOVAL � � Dom— ...�..... .. a. ¢. ;-. ... J .� �.L i. s• ► `i? � . _ 7' per -,fir ! �i , _ _Tr W - t Q.,.�P W• 0 Ls W - 11 •N,StY , 6,r D [' ..r.� i ""� -�ifL�aw cif ►\'11 I� - - IIMINIIIM i *.4. ���_�''\ I F1 D 6 D CA '� G 8' : �,..\'�I , dig...,.. " 1� - ~� ` ` 1 / ( ter_= `I ) \ ti % >. V' / ,. 0 111P ,,, G -�-_ _ �..d 0 i ( i i 1 „*hat / 0 �Iv r /} U COORDINATE RELOCATION OF EXISTING / I\\\ \ u y \`ll 0 UTILITY POLE BY PGE. SEE SHEET NO. 3 / I PR TECT ISTING\CATCI- BASIN !N PLA ` FOR NEW LOCATION. / k IT l` r i 1 A r RELOCATE W�C'irER SERVICE WITH PRIVATE IMPROVEMENT PLANS \I 1 H 1 ABANDON EXISTING CATCH SIN (BURIED?) ;11tk-4.1', / / / / / \ \ /� I wC \ \ \ \ \ /// ///// /// \\\1 \\ ( ' [-. ' I CL I— LI / \ \ \ / ?///) / UG / UG C UG \ U Ns, U UG . l y '(// Allik' ///rj \\\1 \\ ' i / FLI 8 6. N 1 f / / \ / \\. ►'ice O Sssi, �S i� I ��` '''-- , / FD BRASS DISK / ,/ / /, ,.„____ , / \ \ \\ , w O 1— IL-7/://////' / / •,,` , NE CORNER \\)\) (4t\NN ,` _ \__ ...., ` I RICHARDSON DLC NO 55 __,- ,,, Ci Z C O CROSSWALK STRIPING C2i < (..) PC/PT w 0 CURB JOINT 3/4" R [..._6».1"/- EDGE I— � 5' MlN. � SEE NOTE 5ROW ,�q' � � SIDEWALK Ct --.-2X iT I-- I • CURBSIDE � 6 5" DRAINAGE BLOCKOUT 3.•y q * 'inv. `�� �.mac; .�'�'• 3 I.D. PLASTIC NS ,.... .:.. :... I I r rl r �� ��-r� t i IV i r� w • • -III- �I}i�I I I- I h ICI I I— in PIPE W/COUPUNG �i`E IEI I - III-1 I ITI I f �_I I I / , �+ } 0 /�,1tA 9 S ` A 2 OF 3/4"--0" BASEROCK L t� ���ck r COMPACTED SUBGRADE a Q o o p o • STOP SIGN LOCATION 70 ~ C ��1 �� ° o ° ° O (INSTALL 4 PVC SLEEVES O 4 o 0 0 o • : UNTIL PERMANENT SIGN 40 ' INSTALLATION) 0\' d+. * I SIDEWALK ADJACENT TO CURB O O 0o a JQ�` � a ° G ' 4 1 c, (t,•P EXPANSION CJ �, JOINT (TYP) TNES pRAwINcS ARE THE PROPETtTY Of 5' MIN. 4 4, wESTLAI4E CONSULTANTS icE (way AND ROW P Gj IY ARE NOT TT) BE REPRODUCED IN ANY 9"k--- Y MANNER EXCEPT Vol TN THE WRITTEN f 6" Q W PERMISSION OF 1Mq _-i.—29L i 3 G. PC/PT , ROAD r 1°5ll fly "1_''1 � lil `Irl ,;` (7 mai m} .• `. 4 ,s Tf-1 I l-I 11-i I f-Tl f - i l i r 1TI 11- 111-1 I eh 1- l e 7—II — 3 r- r— __// 2 OF 3/4"-0" BASEROCK NOTES: PLAN VIEW dm COMPACTED SUBGRADE SIDEWALK AWAY FROM _ UTILITY STATEMENT . CURB 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 4' 4• 6" o� NOTES: OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD TO A MAXIMUM OF 20 FT. - FLUSH DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. LOCATION OF 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS 6 SACK MIX SLUMP RANGE I I Ifi i 111=11 �, ' 12: 1_� NON-OBSERVABLE AND/OR UNDERGROUND UTILITIES ARE SHOWN FOR 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL � ,I>11�Ij-II�IIj„°_o ,�a .�oo�_�° ,,� -_ psb I INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. o OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2 . I P °- 4 -""-111=111 11—I —1 1 1-T11_I °_-° , I -1 11-1 I I-1 I °° '° ° `< < 8. .�•�84 �•�.Pbaa ..�o•��o E 2. PANELS TO BE 5 FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART -�-- 1=iI oo d ro Qoo o��, MIL. u WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 4 P.C. CONCRETE T=1 I Imo,, ab o o © 0 4,, III=I l �i4 c000 o o°0° o°QQ oo CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 'I-111-11 o 00 o oOOQoct) op UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 2" 3/4"-0" AGG. BASEROCK AND SHALL PROVIDE WESTLAKE CONSULTANTS INC. 72-HOURS 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF 2 FEET NOTICE OF ANY POTENTIAL CONFLICTS. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. SECTION A—A CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 1 --------a-----_, hie NOTES: 0 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. l k•>.�tz.e Ae--\ ED Per o OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. ,� e_ ,4g F z ,, ,,ti-�,v�e. ` 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. .� ��I►��f o c� 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER e..�d--�=c.-.. 1 ,v �`��°�` 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE •`"- 16074 to N `� �,�� d*`� - ''n BE EDGED ON 4 SIDES. 5 PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. Li a ,,,,,c ‘. \\Q-S- 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. ,- ORix _ Z_ / 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. G - N��� SHEET PROVED BY: - - - —..— qlf NAME NO KCAL NAME I (...4Pre'NAME Y' / `140 K. 0° m A, ENGINEERING DEPARTMENT TITLE \ ENGINEERING DEPARTMENT NO SC TITLE ENGINEERING DEPARTMENT CITY ENGINEER DWG- NO. A TITLE y,�5j "� 2 oF a GTY ENGINEER WG. NO. GTY ENGINEER DWG. N0. r(�,+ T! 3 13/25 S.W. HALL BLVD. 13125 5.W. HALL BLVD. 13125 S.W. HALL BLVD. I 71GARD, dRECON 97223 TIGARD, OREGON 97223 11GAR OR 639 7223 } I VOICE: 503 639-4171 FAX: 03 SB4Q 7297 1 2—31—00 JOB N 0. ; � VOICE: 503 639-#t71 DATE TIT ` X � 3 1 DATE TITLE ' � 1 - 1 � CITY OF TIGARp FAx: �5{b3 ray-r297 4 CITY OF T1GAR© FA% Sa3 ss�—n9T \ GTY OF Tt6ARD DATE TITLEx____," — OREOON 1\ APPROVAL 0 PPROV TE °RE"ON , ORE°ON RENEWAL DATE 905-03 § 905(13R ,1wn ?eAr viA'AL ` 1\___,, t y C-6-1=c--" ' t ?-td‘41-1-- k- esk- 5 d> E:AVI. .Ft-erc,Se-1 S"Y5 1,L,\,, ill • 1y e_ s t5.,e. oe4A- -ohm 1 , _ 1.° K 14,.1 . t ilk UTILITY STATEMENT a- ,�, , .c ' G,r; II� FE `' r�Au . � �` ' �T NOTES: P- ©� P'"'II n� THE UNDERGROUND UTILITIES SHOWN ARE PER FIELD MARKINGS AND RECORD CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES. UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION 1. NO WORK SHALL COMMENCE UNTIL A SIR ET OPENING PERMIT IS OBTAINED 111111111ill 1, II �,,, „E LOCATION OF -,.- -:.-,. cocaFROM THE CITY OF TIGARD. CONTACT c 503-639-4171 X- GRAPHIC SCALEN N- AND SHALL PROVIDE 11ESTLAKE CONSUL'1'AN, S INC. 72-HOURS -• 0 OBSERVABLE AN R T I � 1111fi D/O UNDERGROUND UTILITIES ARE SHOWN FOR ENGINEERIN PAR T f `INFORMATION ONLY ANDNOTICE OF ANY POTENTIAL CONFLICTS. G DE TMEN 1¢ �I;2S 54- I (1 •-,. i �E1`QI E STP�Ri 3 30 0 15 as 60 120 +� I` at 1� '�NpRlk, I�I i � I` Qc� ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. r ` u7Q 2. NOTE: FOR CONTINUATION OF NEW IMPROVEMENTS REPRESENTED ,r ON FRED MEYER SITE, SEE PRIVATE IMPROVEMENT PLANS FOR REMODEL. S \ + _ ( IN FEET ) 1 in ft. + 4 c� �' t wee- i \ -�"`� L •01111 I ` 1 . STI P - -yS � v ` � ,r.• J `� �7 COORDINATE RELOCATION OF EXISTING METER ��� �cP �� J` . 1 w F 'S, � �„ �E, AND METER BOX WITH r.v.W.D. ' " ` . I,, ��pcn co L'\ 1 '� 2`' ^'�- r ,`V t v) 614 � CURB RAMPS, SEE � � ,�,e- � INSTALL COMMERCIAL DRIVEWAY A DETAIL NO. 128 `SIN' 04� APRON PER DETAIL N0. 162- - - - - "0 - - _ E 40 �a - Ct age CURB RAMP, SEE CURB RAMP, SEE CURB LE POINT gi / 6 Air �„� •� s„ ,® P, ,�,. ,",.., •,..,,�, I �" ` ETAlL, THIS SFl1=CT W W - - DETAILNO. 128 W V 1 `' C9 cn _ �_ W W W _ '� W W W - VV W �+ -ail. 0 04,40 - - -- -- -- - -END- OF-GURB--AND-SIDE-WALK - - - - - - - FND OE CURB .AND SIfEW' . _ END _OF CURB-AND -5'--CURB- INSTALL COMMERCIAL DRIVEWAY CONSTRUCT SIDEWALK, SANDER ARO ► : �' I ►.1 ?t,clisA9 MATCH EXISTING - _Mil MATCH EXISTING - TIGHT SIDEWALK MATCH EXISTING cr) APRON PER DETAIL NO. 162 - EXISTING POLE AND GU WIRE a C � 2 R ' D I U S 5 - S - ; S. - - - S5 - - s - --S-g- • e S - -0µ _ - C. W o AINo END OF CUR RB ETURN, U W6" TION, ,, .1 W W Wilk A BEGIN 5' CURB--TIGHT IQEWALK '+rArr■� � COORDINATE WITH T.V. ---� .j'- MIN 8.34 o W �S W _ .� CUR: AM S E Isom. Z '4.. ® D� i_ _ . �r'S�Al� n 21.92 / 80.0�1 _ W DET NO 1 __ _ I 2 W w � REPLACE CU':, SIDE WAIF._ �� I - _ HA0� - ° �. rak- •�;� e: _ - -- ,�AND PAVEMENT AT C � 4 • �- . �� +- _ "givr, s41. . ,.�,' +���_ _ / w s�� ._ 1 s• FIRE LINE INSTALLATI ` ,sr t30,pp`��►,4.e•= ,/� ,� Fill ; � � 1 4 ,• LO ELEVA 0A1; - - ! - 4c�1 ..� MATCH EXISTING 4i�' 30.00 � '� �G�►�° ��,�����,������ PAVEMENT 5 �'�1 �` LIM-I • , jli'ilift - i� ' : DGE OF . Ilk S \, IIPUBLIC ACCESS EASEMENT I , ENDS C 25 FROM CORNERril 1 ION 10' PUBLIC ACCESSSTREET TREE PLANTINGS PER 10' PUBLIC ACCESSo• `� Q EASEMENT WITH 1: 1 TAPERS PRIVATE IMPROVEMENT PLANS, EASEMENT WITH 1: 1 TAPEREDGEOF III_ IALONG RIGHT-OF-WAYS. �, c�I S fAPRON NEW UTILITY POLE LOCATION. COORDINATE WITH PGE . --i SHEET NO. L1.0 TREES T AL} �,•► TO RELOCATE UTILITY POLE PRIOR TO CONSTRUCTION. I END 5' SIDEWALK, ,,�_ 00I � _ �\ CONTACT LORRAINE KATZ, 503-570-4413, CONTACT MATCH EXISTING -� i f �I i l 1 �, • / ► OTHER UTILITIES AS DIRECETED BY PGE ALSO. 1 ( ,,,--, 7, I - i® t l_L.L STiz.P.T'I G 1`'S 1.r�cq k'�R.0•Fos fi� S-vR-�`-aT L..tL�1c-4T l f►.�.5 a R . F'F�o R I I w I D �'Gc-I.V F©�.,� -c -in,?e `L0 La 6Z il `�EIG-,tk� I 1 y�l p 1 c II 1 \L____Tho S z Av,--/' '�-u Mt1.1AlRom. `�`�F2E -v3uu-ic'tit�CR vcE1,Gtit'cti ` CDLoP , Z 1� I II I I c j / / -ch �� �� I I o I I Ems ' W I I IL I L _ � J t. r W I ILLI C' 1 1I IP 144: L I II r 4 ., 0 0> 6.77%(EXIST.) EXISTING DRIVEWAY - MATCH WIDTH & GRADE - - - - - TC 283.62 TC 287.43 1 FG 283.12 FG 283.67 FG 286.36 FG 286.96 - - A R/W LINE EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING FG 283.75 F G 286.28CL FOR CURB INFORMATION MATCH NIATCH V SEE NOTE 4 SEE CURB DETAIL EX 282.25± EX 283.94± EX 285.97± EX 287.66± Li- VARIES01 ` py _ f ,i 1 . f SEE NOTE 3 C� R/W ROAD ;9" 1 "' • ``44 Q--- = = � ' . , a .,� . / D / :" IC 'SEE O • + , \ t�NOTE 3 CC -. ► ' •-.�`• - ► FG 286.28 CI_ NOTE 2 2%11 \`:'� 5 M!N i2% SECTION A-A .J--)FG 284.25 *'� .5.0 . �`7`�NO CURB RAMP WING SIDEWALK U 00,0 0 0 0a 00 0 0,00 0 00 00 J - L._.- m o 0 0,0°�o�©oo Q a �Q paper q AGGREGATE BASEROCK TC 284.55 TC 286.28 dA ENLARGED R/W OR EASEMENT i i o°o aoo 0 0 o a0©o o ao0 o 0j FG 284.05 FG 285.78 Li. 6 30' MAX 6 AREA TO CONTAIN WHEELCHAIR I i I S DEWALK RAMP AS REQUIRED _ - COMPACTED SUBGRADE \ PER PRIVATE 10' MIN CONCRETE APRON , , I__ IMPROVEMENTS `�, STRUCTURAL SECTION \\ THESE DRAVANGS ARE THE PROPERTY OF PLAIN TO CONFORM WITH NESTLAKE CONSULTANTS INC. AND GRADING - EASTERLY DRIVEWAY APROACH ARE NOT TO 8E REPRODUCED IN ANY COMMERCIAL DRIVEWAY LOCAL STREETS: " ' MANNER EXCEPT MATH THE WRITTEN DETAIL (SEE DWG. NO. 142) SCALE: 1 =20 PERMISSION OF WO a i AC - 6" CLASS "C" ASPHALTIC CONCRETE, 3/4" •, AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK W} oyiP' OR 5•56%,(EXIST.) - - - -- vm 2% 4J '. 'd'•a I .� �• ae " " nTC 267.24 A A WIDTH TC 264.88 FG 266.74 STREET --- DRIVEWAY AC - s CLASS C ASPHALTIC CONCRETE FG 264.38 ar a A a Z • •:e e a VARIES EX MATCH FG 266.32 0m MATCH °� 6" MINOR COLLECTOR STREETS: FG 264,60 EX 265.66f EX 267.14± r 2" OF AGGREGATE • e - �� -I - Y '� (3/4"-0") COMPACTED a' AC - 7" ASPHALTIC CONCRETE, `rl ����j1 cr om SECTION A-A " 1 2" ' AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 6,aQ, �.. . ► ' 8 X 6 10 GA MESH EXPOSURES 6.50 SEE NOTE NO. 4 � OR "'�+i . . �.• �-4t�j.,.., z AC - 9" CLASS "C" ASPHALTIC CONCRETE I L \\ le FG 264.45 ' �� 2 �•� '-- FG 68.82 NOTES: 25' MIN. RADIUS (TYP.) MAJOR COLLECTOR STREETS: I TC 266.66 �, I FG 266.16 IJ (21 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. FOR RAMP INFORMATION AC - 9" CLASS "C" ASPHALTIC CONCRETE, I SEE WHEELCHAIR RAMP DETAIL (NO. 128) AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK I FG 264.55 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. I FOR SIDEWALK INFORMATION GRADING - WESTERLY DRIVEWAY APROACH 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED SEE SIDEWALK DETAIL (NO. 120) NOTES: SCALE: 1"=20' MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0 1. JOINTS TO BE TACK AND SANDED. Q 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. R/W ��� D PRC�E v 1 w 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. `' 1,�G I NEF� O n o 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. �- 1 6074 `� 'f3 o <-GOREGONki �r 1 N� SHEET APPRDVEo BY: NO SCALE APP+:DVm 8Y` NO SCALE A Q'' DYI m AGUSTIN P. DUENAS r AGUSTIN P. DUENAs PAVEMENT DIG-OUT r D0 3 °' NO SCALE All, ENGINEERING DEPARTMENT AGUSTIN P. DUENAS - QCp R 3 02 STANDARD ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT CITY OwG. NO. ALTERNATE 13125 S.W. HALL BLVD. 13125 S.W. HALE BLVD. 13125 s.w. HALL BLVD. art ENGINEER OVYG. NO. A CITY p,q� DWG.. NO. f�� OF � TIGARD, OREGON 97223 VOICE: 563 639 7223 •�,� ._ � - TIGARD, OREGON 97223 --- - --- � VOICE: 503 639-4171 TIGARD, OREGON 97223 FAX; €RD3 684-7297 MARCH 1998 DRIVEWAY 142 2 v«cE: {503) 639-417i MARCH 1998 COMMERCIAL DRIVEWAY 162 1- AND REPAIR 1 8JOB CITY OF TIGARD "T FAC (503) 68h7297 FAX 503 664-7297 MARCH 1998 12-31-00 NO. - OREGON APPROVAL DATE CITY OF GARO CITY OF TIGARb OREGON APPROVAL DATE OREOON APPROVAL DATE RENEWAL DATE 905-03 a o v 90503R1.dwg