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13545 SW PACIFIC HIGHWAY-2 • • .� Schedule of Drawings: DRAWING SETS SENT TO: OWNERu icklube ]F1 ara n. CITY OF TIGARD ! CONTRACTORS r OREGON DEPT. OF TRANS. (O.D.O.T. I 13555 SOUTHWEST PACIFIC HIGHWAY AT SOUTHWEST WA 'T' KINS AVE . w TI GARD , OREGON 3 s IY a N Consultants: Special Inspection: W W w W o N s SSS w Q n (] DS Owner: SPECIAL INSPECTION PROGRAM NOTA; Description of Sets: < o Q o CODE REQUIF�D St t-::IAL INSPECTION AND MATERIALS TESTING PROGRAM a 0 I DURATION REFERS TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED ABOVE. R e M ax Equity Group FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY C =- CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE o O \ \ o 9790 Southwest Nimbus Avenue Gracing and Subgratle Compaction Ref. Pro� WORK REQUIRING SPECIAL INSPECTION. act Specifications P Geotechnical P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY \ TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT �.� 0 O1 C14 n ,n g p Footing Excavation and Compaction P Geotechnical DRAWINGS AND SPECIFICATIONS. Sr1F ET TITLE o M N 04 N a N z Beaverton, Ore on 97000 -^ —� 2 THE INSPECTION AGENCIES ARE AS FOLLOWS: Footing Form work and Reinforcement P Testing Lob/Engineer S I Phone: (503) 495-4962 CONCRETCONCRETE:p , GEOTECHNICAL FENGINEER: CARLSON GEXECHNICAL COVER SHEET _90* ot TESTING IAB: TO BE DETERMINED -- ---- — Fox: (503) 626-8994 Placement or Reinforcing Steel for Slob-on-Grade P Tsetinq Lob/Engineer TESTING LAF SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE ABOVE PROGRAM. -_ __.._.._- —--- --- ---- ---- - THE SELECEO INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY G-1 SITE PLAN Contact: Tim Horst Placement of Reinforcing Steel for Reinforced Wail Panels P Testing Lob/Engineer THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUBCONTRACTOR, PER U.B.C. SECTION 106.3.5. --- ----- - THE SPECIA, INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN U.B.C. SECTIONS 1701.3 AND 1701.5. G-2 SITE GRADING PLAN _ Placement of Reinforcing Steel for Elevated Floor Slabs P Testing Lob/Engineer THE SPECIAL INSPECTOR SHALL BE P QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, -OR INSPEC11ON OF THE PARTICULAR TrPE OF CONSTRUCTION Jurisdiction: Placing of Concrete for Reinforced Slob-on-Grade See Note 6, Item AA �C Testing Lob OR OPERATION REQUIRING SPECIAL INSPECLON G-3 SITE UTILITY PLAN Placing of Concrete for Reinforced Wall Panels See Ncte 6, Itam A C Testing Lab 3. PRIOR TO THE BEGINNING OF CONSTRUCTIOt, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION G-4 SITE EROSION CONTROL PLAN AND DETAILS - MEETING WITH ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE --- - - City of Tigard, Oregon Placing of Concrete for Elevated Floor Slabs See Note 8, Item A C Testing Lab SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED G-5 SITE DETAILS Poll DURING THIS MEETING _ _ -. _- 13125 Southwest Hall Blvd. Prior to and During Con,rate Placement for C Testing Lob G-6 UTILITY DETAILS Cast Anchor Bolts and Embedment Plates q 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT .IMIED TO: Drilled- 97223 Oregon, In Adhesive Anchors, Rods and Dowels Shall ) Tigard, - - ' A ACKNOWLEDGE THE SPECIAL. INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, 9 9 7 be continuously Inspected during Installation per ICSO Evaluatlon Report C Testing Lob PROVIDED BY THE LOCAL JURISDICTION. • Phone: (50�) 639-4171 _ _ — _ -_-_ SITE SURVEY Drilled-In Exponslon/Wedge Anchors In Concrete per ICBG Evaluation Report C Testing Lab B) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS 00 Fax: (503) 684--7297 ( U.O.N. Noted on Drawings ) AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL, Contact: Matt Scheidegger (ext. 2437) STRUCTURAL WELDING AND HIOH-STREHOTH WX71ifil C) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING L-1 SITE LANDSCAPE PLAN — A • - -�-" _ ----` OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS Bldg. Official: Gary Lampello (718-2448) Single Pass Fillet Welds 5/18" and smaller -'- P Testing Lab -A ESTABLISHED AT THE PRE--CONSTRUCTION MEETING. Aistal Deck Welding and Welded Stud Installation P Testing Lab D) THE SPECIAL INSPECTOR SHALL SUBMIT A F'NAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL - _ _ INSPECTION WAS INSPECTED, AND WHETHER THE WORK iS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT A" 1 FLOOR PLAN - ALL FLOORS Engineer: Wolding of Structural Light Gage Metal Stud Framing _ C Testing Lob DRAW161GS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIT-ORM BUILDING CODE. ---- 5. DUTIES OF iNE CONTRACTOR INCLUDE, BUT ARE NOT LIMITE9 TO: A-2 EXTERIOR ELEVATIONS — Welding of Reinforcing Steel per U.B.C. 1701.5.5.3 C Testing Lob -- VLMK Consulting Engineers - ----- A) NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEAST 24 FLOURS BEFORE SUCH A-3 BUILDING SECTIONS .o N�u L.I N r rs Welding A706 Reinforcing Steel for Embed Plates INSPECTION. N e I~e e N S Bar #5 and Smaller P Testing Lob B) ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED A'-4 SCHEDULES AND ENLARGED PLANS 3933 Southwest Kelly Avenue - AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. High Strength A325N and A490N Bolt Installation verify cll Bolts Installed to P Testing Lob C) PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB Si TE A--5 REFLECTED CEILING PLANS --OFFICE Portland, Oregon 97201 snug Tight" Condition Phone: (503) 222-4453 STRUCTURAL MASONRY: O) MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. A-6 ROOF PLAN AND DETAILS -- -- _ HER INSPECTION REQUIREMENTS: Fax: (503) 248-9263 Prism Preparation and Teat Specimens OT C Tasting Lob A--7 STAIR PLANS, SECTIONS AND DETAILS Placement of Masonry Units 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY '- - Contacts: Havlin Kemp, Bili G. Lambert -� - - --- -- -- U.B.C. SECTIONS 1701.5.1 AND 1701.5.5: A-8 ARCHITECTURAL DETAILS Placement of Reinforcing Steel C Testing Lob -- — _ A. CONCRETE INSPECTION AND TESTING REQUIREMENTS: A-9 ARCHITECTURAL SECTIONS AND DETAILS Landscape Architect: Grouting Process and Grout Space prior to/and during C Testing Lob 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED. -- (not Operations 2) OBTAIN 4 TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBIC A- 10 SPECIFICATIONS 10 Inetaliatlon and Grout Placement for Cast YARDS ARE PLACED), BREAK 1 CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS. (iF THE FIRST 28 DAY - �11�� Otten and Associates Anchor Bolts and Embedment Plates -- C Testin; Lob CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD 2 CYLINDERS FOR 56 DAY BREAK) HOLD 47H CYLINDER FOR A-11 _ SFECIFICATIONS • - 56 DAY BREAK. CREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH 2 CYLINDERS AT 28 DAYS. C r Drilled-in Adhesive Anchors, Rods and Dowels Shill per ICBO Evaluation Report 3) VERIFY THAT -HE. APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD BE CHECKED 118�� Southwest Ridgecrest Drive be continuously Inspected during Installation p P C Testlny Lob FOR ALL TRUC<S ENTERING THE SITE. "-- Beaverton, Oregon 97075 --- — -- -��-- -- - _ S__1 FOUNDATION PLAN 9 Drilled-in Expansion/Wedge Anchors In Masonry per ICBO Evaluation Report C Testing Lob ^oILLED EXPANSION ANCHOR_ INSPECTION REQUIREMENTS ARE AS FOLLOWS: --- - -'T Phone: (�03) 644-5066 s-2 FOUNDATION DETAILS I• APPROVED FABRICATORS: 1) VERIFY EXPANSION AN(HOR; TO BE INSTALLED ARE PER THE DRAWINGS AND SPECIFICATIONS. _ _ _ Fax: (50:1) 641 -3092r Certificate of such as Structural Steel Cornpliance must be Sub-milled to the- _ 2) JOIST SEATS - CONTINUOUS INSPECTION OF INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE S-3 FLOOR AND ROOF FRAMING PLAN ON THE DRAWINGS. - _ _ _ Contact: Janet Otten Jennifer Tanner Architect or Engineer Record, for all Ott site Fabrication P Testing Lab S-4 FRAMING DETAILS — , Open Web Steel Joists and Girders 3) LEDGERS - PERIODIC INSPECTION REQUIRED. VEPIFY INSTALLATION PROCEDURES ARE FOLLOWED AT BEGINNING0. Glu-Inms, and Pre-cast Concrete, Ftceteras OF INSTALLATION. UPON COMPLETION OF ALL DRILLED ANCHOR BOLTS, THE SPECIAL INSPECTOR SHALL TORQUE - Site Surveyor TEST 25% OF BOLTS. - CIVIL CALCULATIONS _ C C. BUILT-UP ROOFING INSTALLATION OTHER INSPECTION REQUIREMENTS - STRUCTURAL CALCULATIONS C Hickman & Associates VERTICAL AND HORIZONTAL SHEAR DIAPHRAGMS: D. STOREFRONT GLASS _—_ -- 1705 Lee Street Placement of Sheothinq and Nall Spacing for G MOISTURE TESTS PRIOR TO INSULATION Vertical Wood and Met,: Stud Shear Walls P Testing Lab/Engineer F. ELASTOMERIC PAINT Lake Oswego, Oregon 97034 _--_��— Placement of Roof Sh.athing and Nail Spacing P Testing Lab/Engineer Phone: (503) 697-6869 STRUCTURAL OBSERVATION STRUCTUaAL OBS,,RVATION NOTES: Fax: (503) 697-6960 -- — " ---- --- -- THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 48 HOURS IN FOOTING REINFORCEMENT _ P Engineer ADVANC' OF REQUIRED OBSERVATION(S) APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE ( - Contact: GoryHickman SUBSTANTIAL COMPLETION of STRUCTURAL STEEL ERECTION - OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE - _ P Engineer THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. AT COMPLETION OF ROOF DIAPHRAGM NAILING (INCLUDING i HALL ANCHORAGE CONNECTIONS) P Engineer 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER .AND BUILDING OFFICIAL --- - - • WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSER"ATIONS MADE. THE REPORT SHALL IDENTIFY Geotechnical Engineer: AT COMPLETION THE LATERAL FORCE ,,iESISTING SYSTEM — P Engineer ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN PESOLVED. Carlson Geotechnical - P.O. Box 23814 -- — r- Tigard, Oregon 97005 — -� - Phone: (503) 684-3460 TOTAL NUMBER OF ORIGINALS IN SET 2 4 s 5 11 11 9 z4 Fax: (503) 670-9147 Contact: Brian Ranney Notes: REMOVE AND REPI ACE ALL PREVIOUS PRINTS UPON RECEIPT OF REVISED DRAWINGS. REPLAC�tD DRAWINGS WITH RLDI--NES OR COMMENTS SHALL BE SAVED FOR RECORD. FIRST ISSUE/REVISED Q RE-ISSUED WITH NO CHANGES PRELIMINARY/PROGRESS DRAWING 1 . Schematic Site Plan (See G"1): VicirIti , y Map: Q DELETED DRAWING Q FOR REFERENCE ONLY Q 8 1/2" X 11" SHEE=TS - SEPARA'E FROM DRAWINGS (CALCULATIONS,' ,.. \ SITE Deferred Submittals (Bidder Design): ,Tr �•R,If' �:�� �.tri. 1000 NO. SYSTEM DESCRIPTION _ _ SUB-CONTRACTOR _ SUBMITIAL 01 / 3001ft 1 LANDSCAPE IRRIGATION -Y TO BE DETERMINED AFTER SUB-CONTRAC I OR IS SELECTED lot r' r ' 'I' t 2 ELECTRICAL TO BE DETERMINED ATTER SUB-CONTRACTOR IS-SELECTED 1�' 3- MECHANICAL TO BE DETERMINED AFTER SUB-CONTRACTOR IS SELECTED 4 PLUMBING TO BE DETERMINED AFTER SUB-CONTRACTOR IS SELECTED EXISTING.UILOINGSKI VOTE:. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, INIc4 WHO SHALL. REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL NTH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL. DOCUMENTS HAVE BEEN REVIEWED AND THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF c-o ZONE L,w Cook Ln THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEiR DESIGN AND SUBMITTAL DOCUMENTS } HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ® Q rte, �}LTY OF TIGAIRU _ -n L ITy�QE 7�� ' Apprcvrd S 700 C-G ZONE � co -1� PP �y Conditaatally Approved.......................... - — �• A fOV@d.�." '�.....� .. ....'..'3 .., .�(� For ally the work d scribed in: • �� Conditionally Approved............ . .. gl 0002-"X PERM C-G ZONE ' ' """." See Let 1 moi, W For Onl the work as described in: see Letter to:Follow. •• ... Y Ana h 1�'..... ..,. 7 ffJl -, PERMIT NOFFes_-- 1 CCS' 03�� -- Job fi✓r/�G1F.c-�wY \ / `1 Q See L@tter to:Follow •l 1' Rl�t1��,ifcoc�_Date: -, Attach..... Job Address. 01F �Z '�`�'J" Date: 3 A` IN A\5 By:_.-- ---- APP*OVF.DTt,A143 �� O� �. INC'ldiDE UN-A1'TACRE84 G °` \ / ' , 4TRt1C1URALCA1J3 ��\ SPECIFICATION DOAK Q v'D Y. •p• / • •a �GI'OTECH REPORTi � _MlscixxuMrGNn OFF ICE CIL)eY � • cP L_.r �� , "� e► SW Hill ViOW St DATE �% � I T--T- I a ✓ — � 'I4 JANUARY 2003— __, PROGRESS SET Ssti� �E,s CAL rn.,J. NO. ..a... 1 �..1�J..J....1.,. _,,L.J.... ...1.,.. .l..i,.�...l...L_. ! .t? � U, ,� SCALE MmpQuest.com, Inc.; 02003 Na` icl atio n Tech no bq ies � NOTED - 203007 PROPOSALSET DRAWN CHECKED PACTI�IC HIGHWAY ---- „ -- F oRFooN BCL I HK ,...__ ..._ SITE DESIGN REVIEW SET ❑ � �M a - - U.-S. HIGHWAY 99w G y9��(F y�' SHEET ° BUILDING PERMIT SET ``��'=."' COVER VLMK PLOT DATES: _ei"Eu"r 1/9/2003 7:24.52 WillOONSTRUC,TION- SET 1:1"L 1/9 2003 11:49.21 billl 1/20/2003 13:38.30 blill 1/29/2003 8:37.13 bllll (? IX 1302003 9:22,26 bllll C• 2/18/2003 8:55.40 bill 5U3.22Z.4453 Pacific Hwv.13545 SITE PLAN 3/3/2003 10:47,48 bills CONS U L. T I N G , .` - -- 4/2 20^3 12:49.34 bill) 503.248.9263 QUICKLUBE TIGARD SIT2003.00022,PLM2003.00351 N 1 ' 5/8/2,. 13:19.26 bull E N G I N E E R S 1 of 9 N, 5/277/k.._s 7:38.2 buil Imk@vlmk.com VLMK PROJECT N0. 20,SU07 203007 2-'007CVR.dwg 5;30/2003 10:42.23 kurtr' 33 5W Kell Avenue Portland • Oi eg 1 97201-4393 www•VlrTlk,rom 'WORN", ,.mmmwb!r-r...ti`1r1iMl. NOTICE: IF THE PRINT OR TYPE ON ANY TI i�l l f Ill Ill Ill Ill Ill I I Ill Ill Ill I I ill III lit III III til I I I I I I Ill III !I I III III til III I I III III III I i I I I I I I I. I I! I'I til I i i I I I I I I I til III IIIIIII til III I l! I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I i 1; ISD T - �- "j UE O THE QUALITY OF THE DOCUMENT UMENT e� - Illl�ll�lli�iil�lllilllli�ll I�Ilil�lilllllll�lil�ll�(IiI Illi�l►►�I►li�lllllllll�IiII�iIII�IIIi II►�Ilfll�l�l�llll!�l�l�ll��fl�llillll�Ill�lll��Ill�lilf�lll���lll�l�l������lll��il��lll�l►il►ill�l�►Illi►►�li,l lli��lllllllll�llll►��1� �Il I'���►.��r�lu�►���K1 ORIG!NA �1 (1�9 13 'op, p, 0� z NEW 6.0' HIGH WOOD FENCE I (' 1 %% �° c IlkAV- r` 9< �y. A Z EXISTING RESIDENTIAL > °^�c�•�° I I ` PRO I I BUILDINGS TYPI L �v• '� F p I I I 5 I / s � 0• I I EXISTING BUILDINGS / 5 Cit t��2s I 4 . Mab I I TYPICAL L-0" t� �'p s I 1 / itE CSI v r1, � �' o< C-G ZONE ALTERNATE #2: 1) 6.0' HIGH CMU WALL INSTEAD OF WOOD FENCElip 2) 10.0' LANDSCAPE SETBACK INSTEAD UNDEVELOPED AREA II �(^�C�p ,,� s. I OF THE 15.0' SHOWN (ROUGH SEED PER L-1) �C^� Cp. 3) SEE DETAIL 12/G5 I SFr I 00\'p 1 a SO�?y�G 9 < uMi w l�' c ..' C' 9 9 O F to y 2 f-4 �c \ '�c ps I 2 �� s. i�yJ s / Oo E E <,2 20.0' Cpl. 4 I O J`�F o. °�C jy 5 0 0 3 •p•�° EXISTING EDGE OF A.C. PAVING TO REMAIN � 40,0' O0L r, S 33:15'17__W -233.99' " i TYP. Cn A i �.. O -- �s _ I cn� 1 t Gf Z N E H Cn W rn \ i- 9� C-G ZONE �_ r -i 3 !s • I J W o I 15 •f- /9 O. M 2 v, % O - 4, 10 3 I 1 z l7 a U W -, • - -- . I � I r�. r- / � l I 9 / o I a I O p I / i' fn I 1 C N .1 - _ ---- 2t -- ---- J • 16 __ .. .--- SAWCUTAREAI •i __ --- - 2 9° -- 9� 1.6 `'J�� 2 STORY WOODpi III nmir FR 14 �QO 11 G � � - - - - -- - --- - - - O,�•?� I � I �� l � I 1 aQo 1 rn 1 __•_ Op o un C2 O� I In <>, .p 13 a E-� 18 LS I - I II 19 a 2.0 SP - - - - - - -- - �T - --- -- -- - - -- -- I - - CURB CUT 6 -- - -- - JlKL�: 1 A - 7 0 B 11 0 8 DE PE NT "o �'01 _. ~ N r 1 19 PER IBOOKLO342,EPAGEE258 EXISTING S rV REMOVE EXISTING SIDEWALK INSTALL NEW SIDEWALK EXISTING ♦� n TO REMAIN SIDEWALK 01- P AC I F1 C HIGHWAY 0 TO REMAIN RAISED IS-AND � LEFT TURN LANE - U S4 H1 9-W . HIG WAY ' 9 sz01 �► - -- ---- - ____ ____ _- ---.__ .- _ . _ -.... - --_ .. _ _. _ _ _ __•_... ---- ___ - _ ___ _•-_._ _ - -- _ _- --- HIVE � TT-TfT-TTTTTfTT-717777 -- -- - -- -- ---- - - SITE PLAN 1" = 20.0' SITE PLAN KEYNOTES LANDOEXTRUDED CONCRETE CURB. LOCATE AROUND ALL CURBSCAPE RADIUS AREAS CORNERS (U N ON).O EE DETAIL 2/13-5.TYPICAL PLAN NORTH 20 0 20 40 60 O 3" WIDE PAINT STRIPE. �■ O3 LINE OF APPROXIMATE LOCATION OF SAWCUT. SAWCUT EXISTING PAVEMENTSECTIONS GENER L NOTES: ASPHALT AS REQUIRED TO INSTALL NEW UTILI'.IES OR MAKE CLEAN MAIM AISLE AND PARKING - 2 1/2" A.C. PAVING OBER 8" CRUSHED JOINT. PAVE UP TO NEW BUILDING AS SHOWN. PROVIDE SMOOTH CLEAN ❑1 ROCK OVER COMPACTED SUBGRADE. 1. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA TRANSITION FROM EXISTING ASPHALT PAVING TO NEW ASPHALT PAVING. CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. 4 EXISTING TRANSFORMER TO REMAIN - COORDINATE WITH ELECTRICAL ABBREVIATIONS: (FROM SURVEY) LEGEND: (FROM SURVEY) REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE O SITE PLAN SYMBOLS: AP ANGLE POINT TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. O PAINT STRIPING (3" WIDE AT 2'-0" Q.C,) DENOTING PEDESTRIAN I � ASPHALT PAVING AS NOTED THIS SHEET �••�� PROPERTY LINES ACCESS WALKWAY OR NO PARKING. AC ASLPHALT PAVEMENT ADJOINING PROPERTY OR INTERIOR PROPERTY LINES 2. CONTRACTOR TO REVIEW SOILS REPORT (BY CARLSON GEOTECHNICAL) r LANDSCAPED AREA - SEE SHEET L-1 BSW BACK OF SIDEWALK AND EXISTING SITE CONDITIONS PRIOR TO EXCAVATING BASEMENT. © BICYCLE PARKING (FOR 3 BIKES) - SEE DETAIL 3/G-5. L _ BLDG BUILDING RIGHT-QF-WAY CENTERLINE WATER TABLE IS AT OR NEAR BASEMENT FINISH FLOOR. 00.0 CONTROL DIMENSION • FOUND MONUMENT AS DESCRIBED 0 NEW CONCRETE SIDEWALK (TO MATCH EXISTING WIDTH) PER O.D.O,T, CB CATCH BASIN STANDARDS. REMOVE EXISTING SIDEWALK AS REQUIRED (SEE G-2). _ COR CORNER O CALCULATED CORNER POSITION PLANNING AND- ZONING REVIEW: --X X 6.0' HIGH WOOD FENCE WITH STEEL POSTS AS SHOWN CL UENTERLINE CONTROL POINT ® NEW STREET TREES PER LANDSCAPE PLAN (SHEET L-1). (SEE SPECIFICATIONS) �� U CC CURB CUT CURB LINE JURISDICTION CITY OF TIGARD, OREGON G EXISTING TREES TO BE REMOVED. USE CAUT1014 TO PROTECT EXISTING GARB. GARBAGE ENCLOSURE - SEE SITE DETAIL SHEET LL_ cc CHAIN LINK FENCE LINE CONCRETE WALL LAND USE ZONE C-G (GENERAL COMMERCIAL) MINI-STORAGE BUILDINGS (NEIGHBOR). DISABLED VAN PARKING STALL, 8.5' STALL W/ 8.0' STRIPED � U CMP CORREGA FED METAI PIFs - EDGE OF PAVEMEN I 10 EXISTING BUILDING TO BE PARTIALLY DEMOLISHED AND REMOVED PRIOR CO CLEAN OUT CATCH BASIN STREET ADDRESS 13565 SW PACIFIC HIGHWAY TO CONSTRUCTION. CONTRACTOR TO DEMOLISH REMAINDER (SHELL WALLS, VAN SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL Q Z DEC DECICOUS TREE WATER VALVE FLOOR, FOUNDATION, ETC) DURING START OF CONSTRUCTION. USE CAUTION ^ SEE STANDARD DETAIL AT SITE DETAIL SHEET. f.Z DL DITCH FIRE HYDRANT TO PROTECT EXISTING MINI-STORAGE BUILDINGS (NEIGHBOR), 0 NUMBER OF STANDARD PARKING STALLS 8.5' X 18.5' F-- DL DOUBLE YELLOW LINE SANITARY SEWER AREA SUMMARY: - _ 11 EXISTING ASPHALT PAVING (•ARKING LOT) TO BE REMOVED. 3 SP. AT 8.5'=25.5' NUMBER AND WIDTH OF PARKING SPACES. U) DMH DRAINAGE MANHOLE (STORM) TELEPHONE MA14HOLE SITE AREA: 26,167 SOFT. 0.60 ACRES (I•/-) 12 EXISTING CONCRETE DRIVEWAY TO REMAIN, USE CAUTION TO EG EDGE OF GRAVEL TELEPHONE PEDESTAL PROTECT DURING CONSTRUCTION, TIE NEW SIDEWALK INTO EDGE OF DEVELOPED SITE AREA: 17,924 SOFT. 0.41 ACRES' (+/-) EXISTING DRIVEWAY (REPAIR EDGE OF DRIVEWAY AS REQUIRED) AS WHEELSTOP PER SITE DETAIL SHEET EP EDGE Of PAVEMENT POWER POLE GB GRADE GREAK BUILDING AREA: REQUIRED TO ALIGN WITH EXISTING SIDEWALK TO THE EAST AND WEST. NEW GUY ANCHOR BASEMENT: 1,340 SQFT. 13 NEW 5.0' WIDE CONCRETE SIDEWALK (4" THICK, UNREINF.) FROM NEW uJ IE INVERT Et EVATION SIGN O 0 CATCH BASIN (C.B.) T MAIN FLOOR: 2,452 SOFT. 14% COVERAGE CONCRETE PATIO TO NEW SIDEWALK AI.ONG STREET (SEE 1/G-5). U FC6 FACE OF CURB (SHO AT BOTTOM FACE OF CURB) LIGHT POLE � MANHOLE (M.H.) �II FC FACE OF CURB WITH 6" EXPOSURE SHOT AT BOTTOM FACE OF CURB 14 NEW 14.0' X 22.0' CONCRETE PATIO (4" THICK, UNREINF.). M ( ) �-�� �J SMALL TREE & BRUSH LINE TOTAL BUILDING AREA: 3,792 SOFT. -�-- UTILITY POLE fFl FIRE HYDRANT 15 CURB AROUND LANDSCAPE ISLAND AS SHOWN (APPROX. 2.67' WIDE) �-- GAS LINE ) -0 0'. FWD FOUND CANOPY AREA: 917 SOFT. ROUND E ID AND PROVIDE CURB CUT (SEE G-2 . MATCH WIDTH OF T FIRE. HYDRANT (F.H.) -� IP IRON PIPE OVERHEAD POWER LINE CMU PLANTER. r Q UNDERGROUND POWER LINE LANDSCAPE: 8,334 SOFT. 46% COVERAGE M METER �� U ( n IP IRON ROD 16 EXISTING ASPHALT PAVED PARKING LOT/DRIVE AISLE TO REMAIN. Q UTILITY VAULT ~ `J J UNDERGROUND TELEPHONE LINO 7,138 SOFT. 40% COVERAGE USE CAUTION TO PROTECT DURING CONSTRUCTION. L5 LANDSCAPED AREA A.C.PAVING: Lp LIGHT POLE WATER LINE 0 TRANSFORMER AND PAD „A E Q1 17 NEW CONCRETE CURB/RETAINING WALL PER G-2. NG NATURAL GROUND SANITARY SEWER LINE PARKING 8 SPACES 2.1 PER 1,000 SOFT.) Q ® VALVE BOX COVER JANUARY 2063 OP OVERHEAD POWER _ DOUBLE YELLOW TRAFFIC LANE LINT 18 EXISTING TRAFFIC SIGNAL POLE, JUNCTION BOXES AND LOOP �I, SCALE PROJ. No CONNECTIONS TO REMAIN. USE CAUTION TO PROTECT CURING +- LIGHT POLE pp POWER POLE - SINGLE WHITE TRAFFIC LANE LINE GENERAL UBC REVIEW CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR �'� 203007 SMH SANITARY SEWER MANHOLE d MAIL BOX REPLACE IF DAMAGED. , VLMK PLOT DATES: NOTED CHECKED�� WALL MOUNTED LIGHT SW CONCRETE SIDEWALI; TRAFFIC DIRECTION UNIFORM BUILDING CODE REVIEW, '997 EDITION, OSSC AMMENUMENTS 10/1/98 19 FIELD VERIFY EXTENT OF NEW SIDEWALK AND CURB TO PROVIDE < FIRE DEPARTMENT CONNECTION (F.D.C.) 1/9/2003 11:50.47 Will DRAWN CHECKED SWL SINGLE WHITE LINE DOWER TRANSFORMER UNIFORM FIRE CODE, 1997 EDITION, OSSC AMMENDMENTS 4/30/98 SMOOTH CLEAN TRANSITION FROM EXISTING SIDEWALK TO 1/14/2003 10:41.1 Will BGL HK TOP TOE OF SLOPE NEW SIDEWALK. D4 GATE VALVE 1/15/2003 8:35.31 bill) GAS VALVE OCCUPANCY B (OFFICE) AND S-3 (SHOP) 1/16/2003 11:54.8 bull TOE TOP OF SLOPE GAS METER 0 POO E MOUNTED SIGN BY OTHERS. PROVIDE (2) 4" DIA. CONDUIT 0. CLEAN OUT (C.O.) 1/23/2003 15:45,27 billl SHEET NO UP UNDERGROUND POWER CONSTRUCTION TYPE V-N (CMU WITH WOOD ROOF) � I O 1/28/2003 WATER METER TO THIS LOCATION FOR POWERED SIGN, 1302003 952054 billll UT UNDERGROUND TELEPHONE FULLY SPRINKLED NO BUILDING LINE 21 EXISTING F JPERTY LINE TO BE REMOVED. 3/3/2003 9:11.19 Will Wi WATER LINE ALLOWABLE AREA 8,000 BASIC ALLOWABLE 4/22003 12:50.21 Will W WATER VALVE. EVERGREEN TREE YPC YELLOW PLASTIC CAP DECIDUOUS TREE ACTUAL AREA: 3,792 SOFT. © GARBAGE ENCLOSURE, SEE DETAIL 8/G-5. 9/27/2 03 18•:91.5 bull Pacific Hwy.13545 5/30/2003 10:42.51 kurtr SIT2003.00022.PLM2003-00351 7 30 7G-1.dw 7/15/2003 1 • IIII 2 o 9 NOTICE' IF THE PRINT OR TYPE ON ANY I I t III I I III III III I I I I I I III III I�j! f 11 11 I !I f I[1 III I I I III I I II 111 I I I f I III 1 I 1 III 1 I I 1 I I I�j I I I I I III I I I I I I I I l I 1 1 I l l l l l III I I I IIII III IIII 11 f III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1_^I_I. j I I J I I I I_--IL__- I I s I •__I I_!_L__ N. �e111 IT IS DUE TO THE QUALI FY OF THE __ _ _ ORIGINAL.DOCUMENT 0111 S �L �8Z LL 9Z Z ifL fi G TSL L e�[ 8 i.i T 4t t Et Zt Tt oft eel L 9 9 I lir IIII IIIIIIIII�IIIIIIIII�IIII IIII IIIIIIIII IIII Llli�ilu IIII IIIIIIIII I11I IIII IIIIIII�IIIIII IIIIIIIIIIIIII,!II�IIII IIII IIIIIIIII IIIIIIII VIII IIIIIIIII IIIII�III�IIIIIIIIIIIUI!IIIIIIIIIlI1111111I�lIII Illllllll u�tlu lulllll lllllllililll11111ll1 11111�I �I��!NI�I i GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION LOCA(IONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, "p THE CONTRACTOR SHALL I40TIFY THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIAL. \ \ J`U, ^ 3. CONTRACTOR SHALL PRO ADE ALL MATERIALS, EQUIPMENT, SURVEYING, TESTING, \ A O`r o/ / •• L; PERSONNEL, TRAFFIC SAFETY `:ONTROL AND AS-BUILTS FOR ALL PHASES OF CONSTRUCTION. \ / 2�A�� /�� Ln w 4. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA CALCULATIONS ARE PROVIDED ZONING AND PER\AIT REVIEW ONLY. REAL PROPERTY LEGAL. DESCRIPTIONS AND AREA CALCULA11ONS ARE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. / y- P4 _ 5. CONTRACTOR SHALL COORDINATE PUBLIC IMPROVEMENTS AND INSPECTIONS WITH ODOT. GRADING IN THIS AREA (15.0') AS-, , 6. PROPERTY CORNER SURVEY MONUMENTS, WHICH ARE IN DANGER OF BEING DISTURBED OR REQUIRED TO INSTALL NEW � . DESTROYED BY THE WORK OF THIS PROJECT, SHALL BE TIED-OUT BY A REGISTERED / FENCE AND LANDSCAPING Al PROFESSIONAL SURVEYOR PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, AND SHALT_ BE RE-SET IN ACCORDANCE AITH STATE LAW, 1'AMEDIATELY FOLLOWING THE COMPLETION OF ALL +- CONSTRUCTION. 4- 001. / GRADING NOTESEXISTING RESIDENTIAL rs �400 BUILDINGS TYPI L �� p 24 S 1. ALL NEW CONTOURS SHOWN ARE FINISH GRADES, UNLESS OTHERWISE NOTED. OOys y �� 4x.83 TC • EXISTING BUILDINGS ' �' �� 'L 8 246.13 AC TYPICAL PRO't, 2. ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREA fF 4 ' AS DIRECTED BY THE ENGINEER. ri 3. ALL 'DISTURBED AREAS NOT LANDSCAPED ARE TC BE HYDROSEEDED OR BEDDED IN STRAW v" � � 71' P � 1 \ � O • O �'%yG' TO PREVENT EROSION. SFE EROSION CONTROL PLAN, SHEET G4. 248.80'TC llk `1i' b"s \~ 1c l N i I 1 e S. _ 6 y 8 / REGON ti y S SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS WHERE GRADES IN PLANTER AREAS ARE a y,1� 4E.30 AC _ i A y 9Q Q I•y '1 NOT FULLY SHOWN. ��� vi,► 'W ;�° ;; ��4� 0�' �y �`� , Z� y2ti'y M.0 v- (�` Cp S � O. � a UP, L r 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL. FILL WILL BE PLACED IN 6 j' 4. \ Nn \ vs� as 7y� �� \, `�F / / EXPIRES: 1x/31/20 -1 I TO 8-INCH LIFTS AND COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY ACCORDING TO ASTM D-155, STANDARDS. BASE ROCK IN THE PAVED AREAS WILL BE COMPACTED TO 95% ASTM D-1557. LANDSCAPED AREAS WILL BE COMPACTED TO 90 PERCENT. U` -?' 1 C \ \ 4' `a` �. ` v ��"p `A E ADDITIONAL COMPACTION TESTS MAY BE REQUIRED BY THE CITY OR THE ENGINEER OF �, i� \ t' "' F O b 45.35 U °° E PECORD, IF POOR COMPACTION EFFORTS BARE OBSERVED DURING CONSTRUCTION. COMPACTION /'' �' ba \ \ -4 r O� f� AC p<<" �� 1 E Y REPORTS FROM A REPUTABLE TESTING I ..9 WILL BE SUPPLIED TO THE EN.,INEER. A pZ /. . - j' �'-� � � 248.'0 -�_G 4 5 � e \ / N o� -> E g �S ­249- IF- 6. --249-- Ac 6 N >. 6. TOPSOIL STRIPPINGS SHALL BE REPLACED IN LANDSCAPING AREAS AFTER SITE GRADING � •-_ �- E -• - -r�---�---- -- -- - - 2 Ln HAS BEEN COMPLETED. �L ��� --*-�_ _ ��� _�_______ `^ •r' ' ?'C n �x@ y,. I Y y / 4 -- / D /T 45.44 TC I /� L� rrni GRADING KEYNOTES / O -.r-_->'�,4 � I � 244.94 AC ��, � � ° �` ti • �� / A I 244.81 T • m v / / / Zzo.v 0 ASPHALT SLOT THROUGH LANDSCAPE MEDIAN AND CURB w/ EXTRUDED CURB a s 4 If` I �-SF CBO a 124 .7 W ry EACH SIDE (10" FACE TO FACE CURBS) - SEE SLOT DRAIN PLAN DETAIL, THIS SHEET. I / I 24 RI " N `- ----- - C W I O EXISTING TREE TO BE REMOVED. 0 R M a' ! ?'r►` a -._---+.�y i `. bl T-_-�-�x L = -� o O STORMWATER MANAGEMENT STORMFILTER CATCHBASIN UNIT - SEE UTILITY PLAN O D 1 a`�a - 1 -- I " I 245.34 TC r 1 245.25 TC 7' I a Z SHEET G3, AND DETAIL SHEET G6. / 'O 1 I - - I - ; 244.,84 AC 244.75 AC r z r� �}'ly� o 'y ?' x� 'rt }It 245. 4 o 2 0 ON (EXISTING CONDI70N).ON). I 4"2 O NO CURB AT EDGE OF A.C. THIS LOCATION / f �4` .I A O CURB AND WALK - SEE SECTION B-B, THIS SHEET. //' IN �Ye•5.D8 �j,� C.o. A j , O m © RETAINING WALL - SEE SECTION A-A, THIS SHEET. ` 9a i • a - I AC Z4b' C --- a U W O SAWCUT LINE (SEE G1). SITE INFORMATION Cn '`� °'' �GFF 2.45.16 � �� '•� c SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPF.IC SURVEY AC % T OF 1015 LOCATED IN THE SW 1/4 SEC. 2, T.2S., R.1W., W.M, CITY OF TIGARD, WASHINGTON >, �� 245.18 i I 245.12 COUNTY, OREGON, PROVIDED BY: HICKMAN & ASSOCIATES. INC. (1705 LEE S,i<EET, LAKE .m \ A OHC. 4 OSWEGO, OREGON 97034. PHONE: 503-697-6869) / �, ' 2a5AC -I h�,j - - �- 3 �'� 1. ` \ ` AC P� 24 'r ' , 0. 245.12 TC `245.12 v� BENCHMARKC) ;; 245,04 244.62 AC �, ^•� A cn ALL ELEVATIONS ARE BASED UPON THE CITY OF' TIGARD DATUM USING CITY OF TIGARD BENCH 9,p a I t \ 0-'{,C� AC 244 8 �, O 0, T " T P4 o s �'� W'u"' c, a Sy :a 00 ' BEGIN NEW CURB m MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH RAMP OF HE ISLAND AT THE \� 2 5.50 TC _ ° p �` �S O,� , I �/ 9 t AND 6.0' SIDEWALK INTERSECTION OF PARK ST. AND HWY 99W. PUBLISHED ELEVATION OF BENCH MARK NO. 223 J� 245.00 AC 214.00. - ��� 1 �? i0 243.58 R y I 2 ,\\(S.:E NOTE 19 ON - �<, 245.38 V 45.38 'b '\r �� �!� SHEET G-1) - -- EXISTING A C BASIS OF BEARINGS: DRIVE TO AC EMAIN 2+5.49 " „ } \ - ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17" W ALONG THE NORTHWESTERLY _ LSA AC J` '� k 62.0' SP I RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY N0. 27,437. l ��-- 1 1- - - - -- --- -- - - -- -- - x - - - - --�• - - `-- - I I I I � 1 J_ 1 I I --I�-I �I � - �6� a tl - N4 JFZEJ '.UT ;saw LI d�C1JN, A CU 13 L M11 -._ , +''p -4u 4 \ 'SI K E LANE ^iA °., _ r -- - 44.87 .1 45.25 TP,�S9\ @ hw a��e. `N EXI AC .67,ACS \ 11 243.55 TC -r o, \ \ ^' � r- 5 WIFE, SLOPE EASMEN , 242.97 AC `'� E \` RAMP D TRANSITION LENGTH AS NEEDED \ ry `MATCH EXIST. \ PER BOOR 1'12, PACE 58 � FROM EXIST. CURB HEIGHT TO a' -- ``, -_ - - - - \-_--- 4+GIQADES, 1:12 -_ �_-- NEW 7" CURB MD 5.5' WALK. \ N NEW 7" CURB HEIGHT. " EXISTING INI STORAGE +_ MAX. SLOPE \ SEE SEC11014 B-B. THIS SHEET \ `i4.5% MAX. LONGITUDINAL SLOPE. ` BUILDING rUSE CAUTION \ ♦, 7 t -I C \ '", \� SHEET G-1)T9 ON TO PROTECT) Ln ��° l -1 )HJ �T wAJL p$a - RAISED ISLAND LEFT TURNI LANE 1 VARIES - 1 NEW AC 1' - T 2.5'1 -- - - /lu s C-1,11 WAY 9 �Z-JAV PAVING _ EXISTING GRADE �� - �� _.-.. �� - �^�. - *♦ �� �, Rq OnQ� p7r� C!>�i a 01 V,(RIES TO REMAIN _..._ - - 0 - --- 2 --- - T2- -- AlKC - - - - -2 - ---2z --- 2.9' MAX. - - -- - - -- --- -- - - - - / -- - --L- -__ LANE RETAINING WALL T0-"" BE BIDDER DESIGN __ ..- - -- -- ------- --�-- -- - -- ---- a - - __T!- - ---� ----- -- ----- - l RETAINING WALL SECTION A-A1 AA.dwq N.T.S. SITE GRADING PLAN " = 20.0' I ABBREVIATIONS: (FROM SURVEY) i.EGEND: (FROM SURVEY) PLAN NORTH4< <L, 20 0 20 40 80 AP ANGLE POINT -- - PROPERTY LINES GENERAL NOTES: --� AC ASLPHALT PAVEMENT -------- ADJOINING PROPERTY OR INTERIOR PROPERTY LINES BSW BACK OF SIDEWALK RIGHT-OF-WAY CENTERLINE 1. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA CL NEW 6.0' WALK (VERIFY). BLDG BUILDING • FOUND MONUMENT AS DESCRIBED CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. MATCH EXISTING WIDTH CB CATCH BASINREAL PROPFRTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE WITH SIDEWALK TO EAST & WEST _ _ CL CORNER CENTERLINE _ � -- GCORBTRUN�POINT NEW TOPSOIL CORNER POSITION TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. Z 0.5' 5.5' LANDSCAPE AREA LANDSCAPE, SEE L1. CLFL CHAIN LINK FENCE LINE f CONCRETE WAIT_ L CMP CORREGATED METAL PIPE EDGE OF PAVEMENT _ CO CLEAN OUT ML CATCH BASIN EXISTING AC " I-_III-Ill-I�_.l _ DEC DECIDOUS TREE WATER VALVE Q AND BASE - -II=;L DL DITOI FIRE HYDRANT r v DBYL DOUBLE YELLOW LINE SANITARY SEWER SITE GRADING LEGEND ___ , f7T TI SITEGA DRAINAGE MANHOLE STORM TELEPHONE MANHOLE W ASPHALT � DMH ( ) - - -- EDGE OF GRAVEL TELEPHONE PEDESTAI. I_L TYPE "C" CURB AND SIDEWALK PAVING EG 1i, EXISTING CONTOUR LINE dEld. ° PER ODOT STANDARD DRAWING EP EDGE OF PAVEMENT POWER POLE -f- N0. RD700. SEE SHEET WI GB GRADE GREAK GUY ANCHOR -m"'1µ-��� NEW CONTOUR LINE CATCH BASIN IE INVERT ELEVATION , SIGN 0 MANHOLE 0 Ld FC6 FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) LIGHT POLE -0- UTILITY POLE J IY 6" CURB TYP. FC FACE OF CURB WITH 6" EXPOSURE (SHOT AT BOTTOM FACE OF CURB) \�J ..�./ SMALL TREE & BRUSH LINE 142.84 EXISTING SPOT ELEVATION �" r"ARE HYDRANT �� (n O -SAWCUTTING OF EXISTING AC PAVING ON PACIFIC HIGHWAY SEE DETAIL 2/G5. FH FIRE HYDRANT Lij TO BE AS MINIMAL AS POSSIBLE (NONE PREFERRED). GAS LINE 143.40 M METER REPAIR AND/OR REPLACE TO MATCH EXISTING. END FOUND OVERHEAD POWER LINE NEW SPOT ELEVATION Of IP IRON PIPE PROVIDE STAKE. SEE SPECS. v❑ UTILITY VAULT _ / UNDERGROUND POWER LINE f TRANSFOPMER AND PAD �� - - -- - - IR IRON ROD UNDERGROUND TELEPHONE LINE ❑ V) M SIDEWALK SECTION B-B - LANDSCAPED - EL ELEVATION l4SEE / LS LANDa(.APED AREA N.T.F. --- LP LIGHT PULE WATER LINE VALVE BOX COVER B. M. BENCH MARK NATURAL GROUND SANITARY SEWER LINE TC TOP 0: CURB =�'- LIGHT POLE oarE NG , Y 7"-: LANDSCAPE, Op OVERHEAD POWER � � - - BC BOTTOM OF CURB L1. DOUBLE YELLOW TRAFFIC LANE L � •ANuaR, ���„ PP POWER POLE - - - - SINGLE WHITE TRAFFIC LANE LINE MH MANHOLE %�: WALL MOUNTED LIGHT SCALE PROJ. NO. 1 + SLOT DRAIN PLAN SMII SANITARY SEWER, MANHOLE � MAIL BOX CB CATCH BASIN < FIRE DEPARTMENT CONNECTION SW C014CRETE SIDEWALK "► TRAFFIC DIRECTION AC ASPHALT CONCRETE NOTED 203001 N.T.S. SWL SINGLE WHITE LINE POWER TRANSFORMER AD AREA DRAIN DRAWN CHECKED TOP TOE OF SLOPE GAS VALVE H.P HIGH POIN r BGL HK fY)F TOP of SLOPE GAS METER HL HINGE LINE UP UNDERGROUND POWER WATER METER VLMK PLOT DATES: SHLEr NO U1 UNDERGROUND TELEPHONE- BUILDING LINE 1/23/2003 15:45.27 billl WL WATER i-INE , yy\, WATER VAIVE EVERGREEN TREE 2/2/22003 15:32.27 robertl ^ ^ 3/3 2003 10:56.47 robertl (\ ,/J Wv YELLOW PLASTIC CAP DECIDUOUS TREE 5/8/2003 13:22.2 billl 5/27/2003 7:49.22 bllll Pacific Hwv.13545 5/30/2003 10:43.42 kurtn S11 2003-00022,PLM2003.00351 8/2/2003 13:1.59 Will 3 of 9 23007G- .dwa 7415/2003 14:41:38 cra .. . __---__IIII__. _ ___ �.,...- _.. .. ,:..,IIII. ; :::,:.�..:....� ,� .� ,...�,�,.�.,,. ..,,..,...•.... ..........�.. ...�.._..__.._.,... NOTICE: IF THE PRINT OR TYPE ON ANY Ilf 111 ll� III 111 Ill l i II' III ill I �T r1T rICI1(rr i`1I1 III Ill III Ill lil III I I III Ill Ill r�l r� Thr I(rlT f ijr Ili !11 III III III Illllli 111 III 111 I �1 11 I I I I i 4 1 ) 1 1 1 Illit IMAGE IS NOT AS CLEAR AS THIS NOTICE, ___-----�__- �L_- -- _-1 _ -�1-----__oL-------.�L_-__ - � 1.------. -J •_J C�.'ll. ��l IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT o�S � B6 LL 9S Z ►� 8 G T� L 8T 181 LT� ti-I 4T411,11,11 I ST LT Tt o�t �8 L �P 4 it E I�L I �Tm��u A IIIIII IIIIIIIII IIII II!I�IIII IIII IIIIIIIII IIII�IIIII Iilllilll Till IIII�IIIIIIIII�illi IIII�IIIIIIIIIIIIIIIIIII�IIIIIIIII IIII.IIIIIIIIII IIIIIIIIIIII�IIII Illl�lllllllli�llillllll�llll IIII�IIa l�lllllllll�Illl1�:U111111111111��tlull�liIIIIHiI r f, S y, IhI' UTILITY NATES 1. BEDDING AND PIPE ZONE BACKFILL SHALL BE PER DETAIL SHEET G5. 2. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YUU TO FOLLOW RULES ADOPTED BY THE OREGON I UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 1-800- ' / / I r 332--2344. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. O z y' YOU MUST NOTIFY THE CENTER a AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION. CALL 1-800-332-2344. /C) / / w 3. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED WITHIN 5-FT OF THE jUTSIDE OF THE BUILDING SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-D.W V. OR SCHEDULE 40 PVC-D.W.V. \f�p S r� / 4. PRIVATE SANITARY SEWER SHALL BE FC) v'-, d✓C 3034 OR APPROVED EQUAL. (USE SCHEU. 40 PVC WHERE /� / p COVER IS LESS THAN 15"). a. PRIVATE STORM SEWER LINES SHALL BE PSC 3034, PVC C900, HDPE, DIP OR APPROVED EQUIVALENT, O'Api UNLESS OTHERWISE NOTED. \ \ VF 'A 6. ALL DOMESTIC WATER LINES OUTSIDE OF THE BUILDING SHALL BE SCHEDULE 40 PVC, UNLESSB' IE 239.45- \� � t o OTHERWISE NOTED. / d' IE 239.37 n 7. CONCRETE THRUST BLOCKING AND/OR "MEGA-LUG" RESTRAINTS SHALL BE PROVIDED AT ALL / S WATERLINE FITTINGS AS REQUIRED BY THF CITY OF TIGARD. BLOCKING SHALL BE POURED AGAINSTZ UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE v / COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. B. CONTRACTORS SHALL CONTACT CITY OF TIGARD PUBLIC WORKS AT LEAST 2 BUSINESS DAYS, BU1 NOT 5GIr o MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-639-4171. \ C,y• J� �' \ % S U, O 9. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH GRADE TO TOP 9•d'' �` �J' \ ` OREGON OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING ISA J �(i ,9 �� 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL \ �oU.y ' ��� 'O\ �9/ }qN � ' �P�' SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH WATERTIGHT JOINTS. IN SUCH CASES o O" M 0 THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. /IXISTING RESIDENTIAL BUILDINGS TYPI L <•' F`O p X46 y. %Z� S EXPIfiES: 12/31/20 ' p 9 S }L 1 / 10. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, "n'iF• v EXISTING BUILDINGS S TYPICAL AND RE-FLUSHED, ALL IN ACCORDANCE WITH THE CITY OF TIGARD "PUBLIC WORKS CONSTRUCTION CODE." CITY CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR INSTALLING "o2'�F �� / m m o E WATER MAINS, THE RLQUEST FOR THESE TESTS SHALL BE MADE THROUGH THE CITY INSPECTOR. op�i�` � ?q / \ r c� � "' � Y 0 11. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS 9i3 p� F \ O °° > F rN UPPER TERMINAL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL DEVELOPED LENGTH, i U- p`I' ` p 9 , r,; r„i SHALL BE PROVIDED WITH A. CLEANOUT f UR EACH 100', OR FRACTION THEREOF, IN LENGTH OF SUCH p A 'n PIPING. AN ADDITIONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF ?o DIRECTION EXCEEDING 135 DEGREES. ]HE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. .0 p \ \ \l J 9 P O 12. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER L NES & PUBLIC WATER LINES SHALL BE 10-FT. tip / / J \ Q\O F` ' O \ \\\ 2 x s 250 \ \ oma,C'Q �p W N UTILITY KEYNOTES o �� d \k a' �`�� p����, \ �\\\ ` z01� Op'L / __ - P 12" CMP �I 2 .0 T \ \ (A _ v CAP END OF 3" PIPE FOR FUTURE CONNECTION. MARK LOCATION WITH BLUE 4" x 4" POST. I 251 -- - 3 2O ',NATER METER VAULT WITH TRAFFIC RATED LID. METER NOT TO BE INSTALLED AT THIS TIME. � - D -_- ---•----- -_- � ^-_ - -- - - -� I ay� 1_ \\ O z � CAP END OF 3" PIPE IN VAULT FOR FUTURE CONNECTION. g 2 >N 7I- _._________ FS -.__- O DOUBLE !'HECK ASSEMBLY (DCA) VAULT WITH TRAFFIC RATED LID. DCA DEVICE NOT TO BE °/ / % U� 9�, O ASSUMED LOC TION OF EXISPNG CATCH \y i /10 ¢� 0' \ \ o CL INSTALLED AT THIS TIME. \ ((( o• 'w �( \ S�\ CATCH BASIN LATERAL CONNECTION. CONNECT I N ALIGNMENT UNKNOWN. .2 � ( i r.�\ 40 DOMESTIC WATER SERVICE. SIZE AND CONNECTION LOCATION PER PLUMBING PLANS BIDDER / ;� -` _ �o �E Ouj 41.' \��.\ 1 DESIGN). / _ .__. _.... ` . �d y U R M 1~ 45' UTILITY l 0 o p \' EASEMENT •y.n.f - .. •�1- �, \\q\ Q O5 EXISTING WATER METER FOR DOMESTIC WATER SERVICE TO REMAIN. / 2 rJ," p -_ _ _ '8"'tE r ��r�✓\�,� tn N v O6 REMOVE AND SALVAGE EXISTING TRAPPED CATCH BASIN. �L�� ,'�� i U I ' 8' 0VC- . PVC \ / �c __ _ -. �- __.."-._ - I -- --- _ _ _ S. .088 6 CIO. \ W r cr E \ S•O.OeO / 3 DEEP STORMWATER MANAGEMENT STORMFILTER CATCH BASIN - SEE DETAIL SHEET G6. �p�� - "La 24280 ` \ r^ O I 1rn O8 CATCH BASIN - SEE DETAIL SHEET G5. SALVAGED CATCH BASIN ACCEPTABLE IF INVERT p� S v, - ---- I - n \ rn ELEVATION LESS THAN OR EQUAL TO 1.30' FROM RIM AND WATERSEAL IS 6" MINIMUM. o ® _ . ____ �_ _ _� ,gyp m APPROXIMATE I ' S•0.0060 O9 STANDARD CLEAN-OUT - SEE DETAIL SHEE1 G5, AND NOTE 11, THIS SHEET. SAWCUT LINE \ \ 10 FF 245.16 12 LF OF 36" DIAMETER ALUMINIZED STEEL PIPE WATER QUANTITY (DETENTION) S FRUCTURE. SEE } yU b• \ \ DETAILS, SHEET G6. ,\\, I % 11 SITE UTILITY CONTRACTOR TO VERIFY INVERT ELEVATION PRIOR TO INSTALLING STORM / 'A 0 INSTALL VAULTS WITH TRAP -� ,- - ---r- WATER PIPING AND REPOr'f ANY DISCREPANCY TO ENGINEER. > RATED LIDS FOR FUTURE US C 0, O� DO NOT INSTALL METER 0 2 3/ 60" IE 230.&0 \ \ DOUBLE CHECK ASSEMBLY, CAP O 6 IE BOTH ENDS OF 3` PIPE. \ 242.03 i I ` 4 3 s+�• 8 ` s- • 243.58 RI _ - ` _E 242.3 - - -- - `�a _ J p0.STE INFORMATION -- - 1-S �I a /� -• a 62.0' SP _ SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPHIC SURVEY 1 OF LC fS LOCATED IN THE SW 1/4 SEC. 2, T.2S., R.1 W., W.M, CITY OF TIGARD, WASHINGTON -- - _ - - - - - --'- --- -�'-- -ll- -_ _ - ' _ -- J. - w - - ' COUNTY, OREGON. PROVIDED BY: HICKMAN & ASSOC.ATE, INC. (1705 LEE STREET, LAKE1�1 _���r I _�- T�- _ _ i _ �_ - -`--- - r CO Q ` c - - - - G - - G - -_ C L --- c --v - OSWEGO, OREGON 97034. PHONE: 503-697--6869) - -____ - T -- -- T �41KL 1 AN1 _. T --- -- T - T - - - --- T -_T_ 1 J T.. - I - T0 LA --- - --- BENCHMARK: 5' WIDE SLOPE EASEMENT �_---- ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY OF TIGARD BENCH ac N PER BOOK 342, PAGE 258 MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH RAMP OF THE ISLAND AT THE C. u,.4T INTERSECTION OF PARK ST. AND HW'Y 99W. PUBLISHED ELEVATION OF BENCH MARK NO. 223 + rD = 214.00. �" n + U_6A t - -- - --� Ct F I C' Ell G - - - -- ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S .33'15'17" W ALONG THE NORTHWESTERLY v -- _ RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY NO. 27,437. RAISE ISLANf) LEFT TURN LANE - - 0 T 6 S� �r U. BIKE LANE T�T--1IT - -_ ABBREVIATIONS: (FROM SURVEY) LEGEND: (FROM SUR`./EY) r AP ANGLE POINT PROPERTY LINES I �� AC ASLP4ALT PAVEMENT ---- - --- ADJOINING PROPERT'r OR INTERIOR PROPERTY LINES BSW BACK OF SIDEWALK RIGHT-OF-WAY CFNTEPLINE 3 BDG BUILDING • FOUND MONUMENT AS DESCRIBED SITE UTILITIES LEGEND SITEUA- - CB CATCH BASIN SITE UTILITY PLAN 1' = 20.0' COR CORNER O CALCULATED CORNER POSITION G �/ - "SAN - NEW SANITARY CONTROL POINT Ci. CEN TERLINE - - - y"SAN - EXISTING SANITARY CURB LINE CATCH BASIN (CB) tL CC CURB CUT - - -- - �1� - NEW STORM SEWER CONCRETE WALL CLFL CHAIN LINK FENCE LINE 20 0 20 40 60 -- q">1S - EXISTING STORM SEWER MANHOLE (MH) (� CMP CORREGATED METAL PIPE -- - -- EDGE OF PAVEMENT "LAN NORTH CO CLEAN OUT fill CATCH BASIN N ---- - E NEW ELECTRICAL � ELECTRICAL _UTILITY POLE a- DEC DECIDOLIS TREE tw WATER VALVE � W'- NEW WATER T FIRE HYDRANT (F.H.) DL DITCH , FIRE HYDRANT GE E NQTES: --- --- W-- EXISTING WATER METER Fn DBYL DOUBLE. YELLOW LINE SANIT/AY SEWER 1. PROPERTY LINE BEARINGS AND DISTANCES AS WELL AS SITE AREA -DW- DOMESTIC WATER ❑ UTILITY VAULT Ld DMH DRAINAGE MANHOLE (STORM) TELEFHONE MANHOLE CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY, FW- FIRE WATER T� TRANSFORMER .AND PAD EG EDGE OF GRAVEL Gt° TELEPHONE PEDESTAL REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE IE INVERT ELEVATION y LIGHT POLE r EDGE Of PAVEMENT POWER POLE TO BE PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. C 0. CLEAN OUT e'% I._ (D EP IE INVERT INVERT ELEVATION � WALL MOUNTED LIGHT CJ GB GRADE GREAK GUY ANCHOR MH MANHOLE 'f` V � y N -e- SIGN CB CATCH BASIN < FIRE DEPARTMENT CONNECTION (FDC) 0=0O FC6 FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) # LIGHT POLE AD AREA DRAIN x VALVE Li FC FACE OF CURB WTH 6" EXPOSURE (SHOT AT BOTTOM FACE OF CURB) SMALL TREE. & BRUSH LINE ■ AREA DRAIN (AD) ~� U-) 0 FH FIRE HYDRANT G -- GAS LINE '-U CIL r Q Y FIND FOUND -- OF OVERHEAD POWER LINE r� 0 -'j IP IRON PIPE -- P - ----•- UNDERGROUND POWER LINE U J IRON ROD T UNDERGROUND TELEPHONE LINE LS LANDSCAPED AREA S WATER UNE Up LIGHT POLE - -- JANUARY 7003 SANITARY SEWER LINE n NG NATURAL GROUND .r`..aLE PROu. N0. Op OVERHEAD POWER DOUBLE YELLOW TRAFFIC LANE LINE pp POWER POLE SINGLE WHITF TRAFFIC LANE LINE NOTED 203007 SMH SANITARY SEWER MANHOLE MAIL BOX DRAWN CHECKED SIV CONCRETE SIDEWALK ♦ TRAFFIC DIRECTION SVA SINGLE WHITE LINE POWER TRANSFORMER IRJL HK FOP TUF OF '.LOPES GAS VALVE HEFT NO TOE TOP OF SLOPE O`' GAS METER IIP UNDERGROUND POWER ---- - - Oy--- BUILDING DING TER METER DINER 2/25/200 VLMK PLOT ItOT58.40 robertl LIT UNDERGROUND TELEPHONE 2 25 2003 15:31.36 robertl / - WIL WA'FLP. LINE EVERGREEN EE 5;8/2003 13.22.45 bi111 3 WV WATER VALVE � DECIDUOUS TREE 5/2//2003 7:45.59 billl "ac,is Hwy 13545 YPC YELLOW PLASTIC CAP 5/30/2003 10:44.7 kurtn SIT2003-00022.PLM2003-00351 203007 23007G-3.dwg 7/15/2003 ts:51.37 craiq 4ol 9 N - yy.• I a MI.MIMwe.wR�NMAP►+•MIADTMwP+'�•nrowhr•NNMRIMMIOvn• ....:,w......-�n..•.a+rr•11►'. . 'YPp' NOTICE. IF THE PRINT OR TYPE ON ANY I I_I 11__...I I I =� I._ Il_.L. L_I I_I-I 4�I I I1I I 116�I I I I �I I I I I I I �L I I I I I I_I.I I. _�...I. 1- 11 I.,.I- I- -I--I��J .. fTl f III I VIII I I III i I III I I III I I I I I I I I I I I I I Ili I I I'I I I I V I I I I L I I I I I I I I I I I I I I I I I I L I I I I I I I I 1 1 1 1 1 1 1111111 11111 Jill I IMAGE IS NOT AS CLEAR AS THIS NU FIc.E, - _-___L.__�_________�_ W_ IT IS PUE TO THE QUALITY OF THE - - - --- T - - --- --- - ---- -- - -- - -- No 3e �•�;L .M i a u� M .. ORIGINAL DOCUMENT E 9Z LZ 9 t Z ihL S 8 TL L 8l Bt LT T t 6T ST LT TiiF1111 ����i�iiii �ii�i�ii iiiili��iliiiliii�liiii �i iiliiiii ilii ii�il�ii� i �iliiiiliiii i�iilii�iiii�iiiu iiiii iui iiii�ii�i ilii ilii �ii� iiiil�iii iiiilli� i��li�iiil�iiiTi���>u�i>�����in�l���u�,�u�i�u� l lul�l��l���► 1 a S I EQE- CONSTRUCTION IN EXTG. A.C.: 1. EXISTIN: A.C. SHALL BE SAWCUT. THE EDGES f SHALL BE PAI"1TED WITH HOT LIQUID ASPHALT & SAND SEALED. 2. REPLACE A.C. TO EQUAL THICKNESS OF THAT y1 REMOVED - NOT LESS THAN 2" COMPACTED T lICKNESS. :: V1 a 5 2" THICK, 30000 P.S.I. GRAY IRON, PAVED LANDSCAPED -91KE (N.I.C.) E / HEAVY DUTY CAST IRON GRATE. AREAS AREAS -LANDSCAPE AREA WHEELSTOP (SEE SITE PLAN Q NEW TOPSOIL AND CURB SECTION) 1 I SEE SITE PLAN Ilk RIM ELEVATION AND/OR FLOOR PLAN SEE PLAN TOOLED 6" EXTRUDED CONCRETE WHEELSTOP 11 0 SLOPE 2% MAX. EDGE 1(� �/ SET IN EPDXY SEE SITE PLAN FOR I I o �� -NOTE: SOME. JURISLICTIONS J, � ---+ � LOCATION=, MAY NOT ALLOW WEEP HOLES.rCONTRACTOR TO CONFIRMSITE DIMENSION c'� IPE INVERT 7 7m' ll-I o o •;• I I SEE SITE PLAN- 1'-0' SEE PLAN 3/T - 0 GRANULARll 1 =�.c �ac 0 oo e8 1 aI' " MATERIAL SEE SPECFOR COMPACTION � `�`` `� GRANULAR MATERIAL. n i.,i�,/�� / �/• rS� d \ ": OIL TRAP WITH 4" SITE MATERIAL RI 4" OF COMPACTED '. / / �• 3 CRUSHED ROCK BASE \ / /� \ \ . �'/ \-- -- — CLEANOUT PLUG —' o SEE SPEC'S FOR COMPACTED SUBGRADE �\ �" \ � _ � 4 \�--- — -� PIPE g" 0 °G Ep PRpc PIPE (> > COMPACTION 6 KEYNOTES THIS DETAIL: 24" ZONE c�t�P FSS' o cp tp V� GIN^ ','.PHALT PAVING AND BASE ROCK O1 1 1 '2" DIAMETER STANDARD PIPE. SHOP PRIME WITH ZINC NOTES: D/2 SEE SITE PLAN FOR DEPTH OXIDE PRIMER. PAINT AFTER INSTALLATION WITH OIL BASEC A.) CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE. D/2 NOTES: ENAMEL. COLOR PER OWNER. / ASPHALTIC PAVING AND BASE -'OCK B. CAULK PIPE TO CAULKING HUB. Y 1 2 STANDARD 4" CONCRETE SIDEWALK. C.; SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED BEDD,NG C; 1 ) PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-U" ON CENTER. SEE SITE PLAN Q 4"MIN. ✓ ( GORJ� 6" 6" 3 6' x ti" x 1/4" STEEL BASE PLATE WELDED TO PIPE ENDS. ROCK OR AND BASE. 0 `�C' O 6" HIGH EXTRUDED CONCRETE CURB D.) BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. <9 CV9 20 SET IN EPDXY. PROVIDE JOINTS AT ® .`ET PIPE ENDS IN 24" x 12" x 12" DEEP CONCRETE FOOTING. E. DRILL (3) 1" DIA. HOLES IN TOP OF BASIN EACH SIDE. /9ry M o�OP 20'--0" ON CENTER MAXIMUM. EXPIRES: 12/31120,,- TYPICAL 2/31/20 r] T_ YPICAL SIDEWALK SECTION -_ONSITE 2 TYPICAL CURB SECTION 3 BIKE RACK 4 TYPICAL CATCH BASIN _ _ 5 PAPE TRENCH EMBEDMENT SECTION �J S'TE-SID N TS G5 SITE-CRB N.T.S. G5 BKRACK-3 N.T.S. G5 S: Site-cb.dwg N.7.S. �`� - N.TS, E N _x u Q E Y N i C O o E S-0" MIN. N tQ Ln � INSTALL 24'x 24' ❑NCRETE I G5 — m PAD IN UNPAVED AREAS A 0 V1 m NOTE: FOR ;F•`. yar p yj4,r r ya,✓ PAVED SURFACE a RAMP TYPE _2 4�� _ m a SEE SITE .:.. c^rvn PLAN `''``` - END-OF-LINE WATERTIGHT PLUG 9 N ------ - _ J W V) i CONNECTION ANGLES �'•. \ (FLANGED PLUG WITH WING-NUT) GS 10 SEE DETAIL oo - (2) Y4 CONTINUOUS AT TOP ] 0 ° Z c e ° o C5 - g < USE PX' RISER PIPE; SMALLER DIAMETER PIPE I HINGE` )EYED TO CONCRETE y:', o LD O MUST BE�PPR❑VED BY THE DISTRICT 6" x 4" x 1/4" x o'-8" GALv. ANGLE Z " (MATCH L.ATf�AL PIPE SIZE) WALL 1 GALE MFR. WITH 3/4" DIA. PARABOLTS o 4 , . ; (PIPE MUST FLpI� INSIDE FRAME) Q Z .o 3/4'- 0 CRUSHED ROCK I U W Q� e' ° �'' #5 AT 48" ON CENTER VERTICAL 30, 4 o. e / " aa• A. p o I 'a -CHAINLINK GATES WITH ---_ (2) N4'S AT 48" ON CENTER HORIZ. C E- O <' °'d e. V REDWOOD SLATS o ai Q e \ in '� > o -- --- -� CHAINLINK GATE WITH REDWOOD 8" PARTIALLY GROUTED CMU WALL s 4 ° SLATS. CANE BOLT AT EACH GATE O - SET IN CONCRETE. HINGES TOP AND -. ° e, d ° o BOTTOM PROVIDED BY GATE MFR. f 5" CONCRETE SLAB WITH e #4 AT 24" ON CENTER EACH WAY m (71STANLEY 1010 - 24" CANE BOLT "=�AT EACH GATE WITH STRIKE TUBE _-- #4 DOWEL x ! PACIFIC WATER WORKS SLOPE 1/4" IN 1'-O" AT SLAB N4 CONT. AT 12" O.C. 1 0'-4" REMOVABLE M❑DEL NO. 910, OR EQUAL II . ., SIGN tO FINISH GRADE KEYNOTES: CK� R2 -6B PLUG -- ;l SLAB �� 1e . (SEE G-2) B.0 SIGN ik.. 2 t 3" WIDE PAINT STRIPES - TYPICAL. - \ o 0l1^ �µ-�rz�� SIGN -� 5" CON(. SLAB U.N.O. �iL'` I � R. 2 SIGNAGE DENOTING RESTRICTED PARKING PER OR20-68 AND OR20--6D. OR20-6D _ - `� (2) N4 BARS PROVIDE SIGN W/ INTERNATIONAL SYMBOL OF ACCESS AND 1HE '� 1 s ' �t�J 5 DOWEL AT 24" O.C. ALTERNATE BEND PHRASE "STATE DISABLED PARKING PERMIT REQUIRED" _ � � NOTE: SEE PLAN FOR SIZE M 3 INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED AT EACH SPACE. o ELEVATION 1'-o" AND LOCATION d i� SEE G2 L � � (3) ly4 x CONT. �4 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE. N 4 O5 PAVING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION AT - HANDICAPPED PARKING SPACES & LOADING AREA ! -_� • na` NOTE: SEE PLAN FOR SIZE _INSTALL 24'X 24'X 4' CONCRETE ,';;•P 'y,Qr ara' ;!'r''' :¢r; ;F:;'." a+i:� :Cr�'% ar;k :Yi�';y :�r�l' :Ci�','. J AND LOCATION PAD IN UNPAVED AREAS 2'--,0' _ I. 6 ACCESSIBLE PARKING CLEAN OUT 8 GARBAGE ENCLOSURE PLAN 9 GARB. ENCL. GATE SECTION l 0 GARB. ENCL. WALL SECTION S:HC-PARK N.T.S. �`5 - N.T.S. G`5 GARB1.dwg 1/2- = J'-7 GAR82.dwg 3/4- = 1 -0 C GARB3.dwg 3i 4 = 1'-7 w z J Li W CL 0 14'-0" OF LANCSCAP;NG PER SHEET L-1 ROUGH SEED - (UNDEV.) 1'-0 9'-0" OF LANDSCAPING - �TH THIS ALTERNATE - :r.- -(2) #4 CONT!NUOUS AT TOP II I I r• 2 X 4 CEDAR RAILS (TOP, BOTTOM AND MID-HEIGHT) WITH SIMPSON PGT2 CONNECTORS w U i I z I `1--N5 AT 48" ON CENTER VERTICAL D!A. STEEL GALV. POSTS IN CONCRETE z -- --(2) #4'S AT 48" ON CENTER HORIZ. FOOTING BEYOND TYP. (AT 8'-0" O/C.) 7 77, io I w w I_ a ' ^ & vJ — CEDAR FENCING TYPICAL a a` '•• -�,�-----B" PARTIALLY GROUTED CMU WALL � L� FINISH GRADE PER SHEET G-2 17 FINISH GRADE PER SHEET G-2 VJ W - o Ljj I III III (, rd' O � O I I Q 3'-0" DEEP X 1'-4" DIA. ' �'T FOOTING BELOW AT POS' TYP. M5 DOWEL AT 24" O.C. ALTERNATE BEND ~! - ; It pod 'D CC I I I -(3) #4 x CONT. ��� I I I N Z I I � L J NOTE: SEE PLAN FOR SIZE DATE AND LOCATION JANUARr 2G03 SCALE PROJ. N0. – — 2'-0' NOTED 203007 I — I DRAWN CHECKED RJL HK 11 FENCE DETAIL_ NOTE: 12 CMU WALL SECTION SHEET NO � G J CMUWALLdwg 3/4" = 1 -0 VLMK PLOT DATES: (J5 LENCE' dwg 3/4 = 10" SEE ALTERNATE #� FOR 10.0 LANDSCAPE AND WALL ALTERNATE #2 2/25/2003 15:33.28 robertl 3/3/2003 11:0.26 robertl 5/1/'2003 9:20.25 billl 7 • 5/8/2003 13:23.45 bllll 5/27/2003 7:40.54 bill) PacillcHwv 13545 5/30/2003 10:44.54 kur to Sl 12003-00022,PLM2003.00351 203001 23007G-5.dw 7/15/2003 13:29.3 bill) 5 of s For-, . SCT 71 °� ,,,., ....,. •.:. ..., ..;':y^;.mt'.L'tAXRI,!!RdYspLYrt7M1FT.`, .,c.�F.,iA�.":9tax�s+�gte7e'Ma .,�w;,�9kIfR7#RFR�:. ...,w'ingk:'r• ,„ .. - ... -... ._ .,, w 'i:[.,. 5;.. •w..,.,..,ry..,,won.,w...,"a".w."'„«*•�..,.. ,.•......e,,...,”,.,........w..,...v..w"°..+...,,.....+e....,—,-.,.•..�._.._.........,."..,..-,-...� wlslMr+",.... - NOTICE: IF THE PRINT OR TYPE ON ANY f l I I I III III III III III I I III I I III I I I I I I I I I I I t Ili III III III I I III III III 111 III III III I I I I I III III I I1 11I 111 111 r l l-11 I11 111 III III V I I I li I L I I III 111 11111I1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ��rr I 11 I I I — I I I ! 14� I I I �l I I 6 I I I I I I S I I I I ��I I I 11 I I 12 IT IS DUE TO THE OUALITY OF THE __ _ __ _ _ Fgi, _ _ _ _ _ORIGINAL DOCUMENT �S �L "ll LZ9L Z6ZSZ [vZ8ttLte�i4tii EtLti�t I �8No 36 9 I 4 SIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIII!IIII�IIIIIIIIIIIIIIiIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' .IIi1111111aI11111I111 lllll I Illllll,'IIIIIIWIII REINFORCINGRPERI BARS WITH 12" OUTLET STEEL CATCH BASIN S T O R M F I E T E R MINIMUM B' OVERLAP RADIAL FLOW PIPE STUB GENERAL NOTES: x � FOR PERIMETER SLAB CARTRIDGE STANDARD ON (BY CONTRACTOR) 8 DEEP VERSION CB - 1.) STORMFILTFR BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (1500/54B-4867). I rr SPECIFICATIONS .n. 2.) CATCH BASIN MUST BE SET LEVEL I� -_- -_ --- --- - - -- ��-- - 1 a 3) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS, 1aE DATA BLOCK I I Z 4 q 4J FLEXIBLE COUPIJNG TO BE USED Al ,NLET Ac OUTLET. FERNCO OR ENGINEER APPROVED. 3 z .- - - - _ _ r- PART 1 GENERAL 2.2 STEEL CATCH BASIN COMPONENTS 5 4 6.) PERIMETER SLAB UI BE PROVIDED BY CONTRACTOR, ONE - CARTRIDGE STEEL W -- --" A d.) STORMFlLTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION .iND MAINTENANCE O 1.1 SECTION INCLUDES A. Steel Catch Booln: Cat - basin shall o. rill weld" steel construction, � A u MANUAL FOR DET��i�S. U) labricuted from 1/4-inch steel, touted instills and out with aspholtic point, - - 7.) CATCH BASIN STORMFILTER STRUCTURAL. SPECIFICATIONS: -_ - Catch Basin SterrnFOAr and rated for 20,000 Ib loading. LOAD RATING: 20•� LB. CATCH BASIN S T 0 R M F I LT E R 1.2 RELATED SECTIONS B. Catch Basin Grab: Grating .Hall b. ductile Iron construction and rated 4 CONSTRUCTION: 1/4" STEEL PLATE f. COATING: CORROSION RESISTANT. ALL SURFACES I -" -- - - ------ for 20,000 lb loading UNIT WEIGHT: 775 LB. STRUCTURE CALLOUT ID SF CB s'c�°" I � 4 I INLET GRAZE: DUCTILE IRON C. Catch Basin Solid IJd: Solid Ib shall be diamond-plate constnrctlon PERIMETER SLAB: REQUIRED 1.3 SUBMITTALS with 2--Inch angle support, all ski" coated with asphaltic pant, and rated WATER _QUALITY FLOW (CFS) _ 0.00_3 rar 20,000 Ib kading. a �, I CONVEYANCE FLOW CFS � � - - A sfom,water Management to submit shop droning to candroccar for T (CFS) -_ 0,31 approval. 2.3 CONTRACTOR-PROVIDED COMPONENTS LIFTING EYE (TYP) 4 - RETURN ERI- OF PEAK FLOW 25-YR. g Operation ps• day g / _ P B. Starnwater Management to submit rotlon and Malrlter�ance Manual to A Conanine Shall be 3000 1 28 strength, 3/4-inch round rock, Z -- oor'ractor I1 requested 4-Inch slump maximum, piowJ within BO minutes of Inhloi mixing, or as J MEDIA TYPE P E R l_I T E otherwise specified In the gerorol technical spwlfk:atlons. i 27-3/4" x 27-3/4' B INLET PIPE PART 2 PRODUCTS SOLID IOD INLeT GRATE- -STUB (OPTIONAL) RIM ELEVATION _ 244.55 - 2., INTERNAL COMPONEx115 B. Rebar Shot meet ASTM A-815►, Grade 420 (60 eel) or am otnorwW Q *pedfled In the general tedhnbal spsl Aoaticns. p i.E. DIAME I ER A All Internal components Including PVC piping. atter cartridge(.) and filter C. Sub-Base: Shall be 6-Inch minimum of 3/4-Inch minus rack ar as CATCH BASIN STORMFILTER - PUN VIEW - -- - - - medlo (as sMa algid In the ., 2035tter data black) vd. or and, OR spec q pecification& 1 r by otherwise Med In the ernrol technical e O I CC INLET _STUB _241 .60 �� Starmwabr Management Inc., 2036 NE Columbia Blvd.. Portland, oR 87211 1 a OUTLET STUB 241 .25 (eoo;54a-4667). D. Backfin: Shall be 3/4-Ina,, Irhinue roc'4 or as otherwise speaNfied In the 0, a, B. PVC Piping: NI Internal FVC' piping and fittings shall meet ASTM D1765 general technical ■peciflrotimic PART 3 EAECUTIGN CIRCLE CONFIGURATION: - - C. Filter Cartridge: J OVERFLOW ! J.i STTEI. CATCH dASiN '��"'"' !.�' PERIMETER SUB 4RW EST I 1. Cartridge bottom n, Inner ria and hood shall be constructed from r�� �n�(jlrilF� , 3,000 PSI CONCRETEp° 9' LEE linear low-density polyethylene. Cartridge screen shall consist of galvanized A Catch basin Floor *hall be eel Iev0 and plumb. 9 40 (BY CONTRACTOR) :NSII,E RIM INSiTO OUTSDE OF RIM OUTLET OUTLL� TiUy y g q P 0. 352 2'-4' -�J - 2 Z'-4t/7 2-/4 REINFORCING BARS 1' x 1/2" welded wire fabric (16 gauge minlmum) with a banded PVC4• - coating. Internal parts shall consist of PVC or ABS pipe and fittin R. contractor shall revert esdimerTt and debris from enterithe filter(BY CONTRACTOR) g Siphon-priming float shall be constructed hom linear Ina-oenslty unit during corrtrucu..n. OyNhybne. Outer Niter fabric shall be 10 x d.5 clear fiberglass mesh. \ =��N - -�- -' - �� Inrnr Atter fabric shall be 10 x 6.5 clear flbergloee mph over Enkamot C Controctar doll con pact sub-bass to 95% of maximum density or as �. d I 7210 or woven polyethylene with a US Standard Sleve /.0 opening size A!I otherwise specified by aigitie r. Unsuitable material below sub-grade shall 7' \•P 1 r t Q - I miscellaneous screws, nuts, and fostanere shot) be aluminum or stainiew be replaced os directed Ty engineer. .ted. •. �rrV `�- _ 1•-til' _,_ _ _ D. If necewary, the Inlet I.humber may be filled with dean watx to assist 1 -�T r 2. An orifice plate shall b* supplied with each cartridge to restrict flow In preventing flotation during ;onstnrotlon until the structure Is backfllted 10�0� rats to 15 qpm maximum. and the concrete collar is pound. AO J 3'-0 �/4' a'-� t/r FILTER (J.3 FEET) w I N LL T INLET D. Filter Media: Filter media shall be by Stormwater Manogernent or E. Contractor shall compact b ockflll to 9511 of maximum density or as C'�INLET'�' - approved alternate. Filter media shall consist of one or more of the otherwise rlpect led by snglneer. Z Wasting, °s specified in the StonnFlker data block. E 1 / 4 -T 1/4 ,-� F. Catch basin outlet shall be connected to downstream (und upstream, If rn m o E SCUM 1. Pertits Medi°: Perilts media shall be mads of natural siliceous voloanic applicable) piping using a fiexlble-type coupling. N Y O RAFFLE �► -' - --� - - rock free of any debris or foreign matter. The exparxted perilts shall have o" E Y OPTIONS (AVAiL.ABLE .AT EXTRA COST); a bulk density ranging hom 6.5 to 8.5 Ib/ft3 and particle Blies ranging G. Concrete perimeter Blob shall be constructed 1 foot wide and a Inches ry co > _E 12" OUTLET PIPE pp from 0.06 to 0.50 Inch" thick. Slab doll Include two /4 rebor hoops with minimum d-inch overlap N -4 > STANDARD ON G_ at closure. Allow 2-inch vertioaf spacing between hoops and minimum x i DEEP VERSION _� vARIFS OVERFLOW fLTER OLTLET STUB - OTHER THAN 12' DIAMETER I 2. CSF Leaf Media CSF Leaf meJla *hail M made exclusively of fallen 2-itch clearance from concrete surfac+o o ; � FILTER CHAMHfR INLET/OUTLET CHAMBER WEIR WITH fill 1 -3 3/4' F ""-' deciduous leaves with Iwo than 5X by dry weight of woody or preen yard ut nn > CLEANOUT OPENING_- M CLEANOUT OUTLET deb% materials. Fitter media shall be granular and Ball con'oln I"@ than 3.2 FILTER CARTRIDGE ` M OVERFLOW WEIR --Y-1' -- - --T-2 1/A - vi O.b1i foreign material such as plan or plastic cordominclnte. Wodla shall be ,rind r,t a INLET LET STUB cartridge medic Installed. provided arwnplet. wit" qe(.) and •., ,. ------------- --- --- -.--.._.._-._..__ I I ® at the time of Installation- Catch Barin StormFllter shall be t The CSF Leaf media shall have u bulk density ranging from 10 to 50 Uf 0 cn i ID/ft3 and particle sizes ranging front 0.05 to 0.50 Inches. Maximum Irnval 3.3 CLEANUP c( dust for filter media shall be defined coo: media paging through a US Z CATCH BASIN STORMFILTER - SECTION VIEW OTHER: standard Slave /4 *hall have no more than 10x (by mons of media) A The project site •hall tr dean one tree of dirt and debris before ninon 1 A-A CATCH BASIN STORMFILTER - SECTION VIEW - _ C) 10111I PLTY, •�-�I passing a US Standard Slave /45. dry 4 allowed to enter the filter. Site wn shall be In a complete condition as I ' O 1 t approved by the engineer. Tho project slte Includes any surface that LU 3. Zeolite Medic: Zsollts media shall be made of naturally occurring contributes storm dralnage to the system. W � dlnopUlalits, which has a genloglool structure of potasolum-calalum-sodlum The 3TORNIVATER MA.NAGEMENT aluminosilicate. B. The Inlet/outlet chamber and filter chamber(*) doll be free of C StormKIter 6 constriction debris and sediment before the system Is placed In operation. Z U.S. PATENT No. 5.322.1520. The zscilte media shall have a bulk density ranging from 44 to 50 Ib/113, dJ No. 5,707,627, No. 0,027,690, - _ -- - - particle sizes ranging from 0.123 to 0.25 Inchon. and a ration excharsge C. Contractor Mall remove the 4-Inch temporary construction plug(s) (/) �- Nn 6,6'21,676, AND OTHER U.S. capacity ranging from 1.0 to 2.2 meq/q. between the Inlet chamber and fitter chamber(@) to place the system In O AND FOREIGN PATENTS PENDING rr operotlon. Z -- - - -- e w r Iron-Infused Media Iron-Infused media shall f mace from phenolic p of deb Is with the I particles being for proper opemoUon of the system, overflow weir wall shall amain I place ---- - - _ --- - �j pa q S T 0 R M W!� TER Thestock materials must tree form p.m ar foam, allonaut lug In the n la I x polymerized to f cellul D. The 4 Inch -- -- ----_------- - ------- - ran- and non-area -- i= The Iron-Infused media Mall have o bulk density ranging from 20 to 30 END OF SECTION 0 M A N A G E M E N T I N C. ib/ft3 and particles :w ranging from 0.0 to 0.5 Inches. Q.- 12021-8 i 12.021-8 N.E. AIRPORT WAY• PORTLAND, OR 97220 5. Pleated Fabric Insert: PMsaled fobrk Insert Mall be conwuctw with a c, ! minimum of 75 eq-ft of fabric placed between twe aluminum era caps > t 503) 240-3393 FAX: (503) 240-9553 with neoprene gaskets. The overall dimensions of the Insert Mall be teed' -- - -- - _ O.D. x I1.Y I.D. x 18.2.T tall. The fabric Mall most the following v ssppeeeemcationle: 140 pleote measuring :.126' x 18.21x: 100% 3D PE/PET > bloomportent fiber, thickness of til mile; Mullen Burst of tib pet; and Q Coulter Poromebr of 70 micron. >, d Y 3 DRAWN srner sow asaaD sr: CHECK o,Tu L/1 SHEt� OOlarlm Ir• ascxlD m:-_ CKCx ea6 MI& 4+00M n: 0".DAR; CATCH 9"N s110RMFILTER SHEET �- �/' an o --� -- c v ONE-CARTRIDQE STEEL UNIT �7� avex r JG N"•w.co W.__ A".DATE. CATCN BASIN sTORAIFILTER OATA BLOCK * on Cx9 ,. 2 -'_ -. - ----- ONE-CARTRIDfi" STEEL UNC. SCALE: PRWECT No. - DRAWING FILE NAME: STORMWAT R 3 SPECIFICATIONS STORMWATER 4 MANAGEMENT INC SCM E: PROJECT NO. DRAWING FILE NAME: N.LS, 7000 CBSF-'-S,EKG IL_ - _- _- I - N,T.S. 2app __- I CSSF_t_SD� MANAGEMENT 7NC IAIT FRIT:,.et) ►LOT DAT[ 121112000 PLOT OAfC 12772-= ZaaO o m is DRAINAGE CURBS CURBS r 0 150 Variable +^ u 610 mm norm, Slope 8% normal. 150 l- ow_ Use 57.. slope for putter Batter NG width greater than o m r5 u 300 mm Shoulder widening or W r 51. 5% „ 9 u IU to face of guard rail post `� 50 mm R. I 610 mm, von y slope as R 75 mm R. - �1 yr rr 12'-0" m L �'.�'•. • • required for drainage, I^ � .• . ',•. •• n TYPE D E c3 '!O �' • MOUNTABLE C11RB STORMWATER DETENTION 8c Era TAMPERPROOF M.N. COVER AND f. Z { ^{ FRAME. SEE USA DETAIL NO. 120 (TYP,) Z ° 11 I I35 mm R. T5 150 760 OUTFLOW CONTROL STRUCTURE RIM 244.58 � Finish surfacing--\ i P.C. concrete cut-0 TYPE -rA-- Normal rock slope 8" STUB FROM SEE ALSO DETAIL "C", HEREON N.T.S. STORMFILTER C.B. -- - - _ - _�- _ 50 mm min. 200 S=0.155 ��`' Subgrade _ 25 mm Ryl , 175 IE 240.00 _ B -- L-•' SEC TION o Surf. a f pavement75 CLR. (TYP.) / ' ' O. 5 I �_ i z \ 21" DIA. RISER '� _ _8" PVC P.C. CONCRETE 0 The 50 mm min, curb depth below r S1. 5% TYPE rrErr I - -IYA1- Nish grade is recuired only wl•len g 35 mm R. • e 1- At' / S=0.0350 1 m the curb iS placed in open-graded 200 ^1m Norm., Vary ., MOUNTABLE CURB NULAR / J a a a.C. Pavement legs "F"Mixl �. an brawn on plans I �' N _ �REI�ORCING BAR / / j o,°_ X00 or as directed. -rT•-- - 36" DIA. ALUMINIZED STEEL ` a o L 300 mm 6houlder widening or- DETENTION PIPE v to face of guard roll post rr rr 1 CLR, \ II �_ ; o __� TYPE B MOUNTABLE CURB SEAL- END OF GENERAL NU I F S• _ � � E � a� ��� 'ry Jv✓ ata'- z ---�__`..__ _---__-_-._ _ 36" DIA. SUMP A, L "a 150 i PIPE (TYP.) ,- i ^ �� o � i. Curb OXpogure "E" = 175 mm normal, vac•y as 21" DIA.----- y �>' _i Asphc,t concrete curb 175 snown on pians Or as directed, I Q / Finish surfacing o 150 5 CMP RISER ' u o')' of 1 r I Normal rock s'^Pa 20 mm R. T5 1 JJ Joint spacing snoUld be 4.5 m maximum for 1' CONCRETE RISER 1' CONCRETE RISER , I e I - o o contrautlon and 60 m maximum or at ori 1'-0" FOR .v1.H. LID "-REINFORCING BAR 50 mm mfr 200 r o FOR M.H. LID _ `� o ��Surf. of pavement points of tongesncy for expansion• -7- 35 mm �I.ir- SEE DETAIL "C" A Subgrade-f L, E $ 3. Tronsittons shall be used in connecting TOP 36" PIPE SEE DETAIL "C", HEREON PLAN VIEW e curbs of different exposures "E". WE" DETAIL ft C 11 SECTION g Is the total vertical dimension of tnose a .: .'. curb Surfaces having a Slope of 1tl or ASPHALT CONCRETE stelerigqeper.) Minimum desirable transition 225 210 differencefh llIne E m for each 2ti mrn -TAMPERPROOF M.H. COVER AND 4. Taps of all curbs shall slope toward the A- A RIM ASPHALT AND RIM ASPHALT AND F 1 FRAME. SEE USA DETAIL NO. 120 (TYP.) 244.64 BASE PER SITE 1' MIN. CONCRETE r - RIM 244.64 r, rrTYPE F shownoor2asndireclteCess otnerwiee TYPE C 244. BASE PER SITE RISER FOR M.H. LID MOUNTABLE CURB PLAN, TYP. PLAN, TYP. SEE DETAIL "C" SEE ALSO DETAIL "C", HEREON 5. Dimensions namin;ll, vary to conform with Q curb machine approved Dy he engineer. 1-13 mm Expansion joint filler 0 -- . This portion to be removed 11 n 0 o C C n n r upon extension of curb. Variable = c � 7' L' a^ ( q h L q O i _ Top of curb X ' � • All dimensions are In mm / n " 21 DIA. o r1 o c n (( C o1 » i T n a r1� f 11.5 m Min,) unless otherwise noted. r 21 DIA. yr Tj Ct yt� RISER .i' 1c' �I � .� �J��' � )C _`rJ' i•., �4)+:• Z� DIA. ','D •� 1`�i� o Gutter line ' RISER �(� RISER 'I.}- _ y l o�(�f,' >� Dummy Joint All material and vcrkmarshb snal:Is In accardonce rHn LL - - 5mm Oeep "V"groove NOTE: U -N 150 the elrrent !'tate of Crew Stanclard Speciosa+none SI,2% 20 mm R, of far H;gr,woy Coristr,lDtlan, Q r' n 0 � n lTj n Tti?`7 O ' n r YnY 1 7 Surface in I Pavement TOP OF RISER r fi L [� N. a( ( o� ICS o C, o � i i 2( o ' • • 1': W OREGON Q Q i� , �t t ' ] , 1(' a ' o rj o OVERFLOW "tb ,� �- b F- j-- E Oi" TRANSPORTATION 4 I �• IE 240.91 (Jl Battom of curb DEPARTM NISTANDARD r F ° r -- 25--YR PEAK_ EL. 240.90 - �n7' r� � � W -_ Li _--_-_.- _ -y---y _. --..-_____ - TOP ORIFICE -8" DIA. PVC STANDPIPE CURB ENDING DETAIL 225 CVA r TOP ORIFICE ° L » PVC IE 241.11 W . 7 - 0.61" DIAMETER < < S-0,��� _ 10- YR PEAK El^, 24U.J_9 ��- 0.61 DIAMETER - / JANUARY 1996 E- 'D (� C� v REMOVEABLE .EC FOr� t o(r CLEANING PIIRPCSES AND 3] I APPROVED -? C.L. IE 239.90 5-YR PEAK EL. 239.97 ___ _._ �___- 4 0 C.L. IE 239.90.__ AA SECURED TO STRUCTURE O MONOLITHIC CURB & SIDEWALK IPIION U O MIDDLE ORIFICE t a v - -- ------- - -- ) MIDDLE: ORIFICE ` ?�_ W/ REMOVEABLE SS Q -_ _ - 51W_CARDS I:NpPEE^ Iii O ' 1.39" DIAMETER 8" IE r 2-YR PEAK EL.- 239.41 �j L1 i C.L. IE 239.60 ,� 240.00 1,?9" DIAMETER ' BANDS AND HARDWARE - -- DRG. NO. RD700 C.L. IE 239.60 C4i-- (`� BOTTOM ORIFICE �,r``fi� '4l o _^ I E 238.11 „ FLAT GRADE 2..15 DIAMETER 8" PVC BOTTOM ORIFICE --► .�, dd �r_�r ._„ C.L. IE 238.11 � 5=0.035 , Dr IE 2.15" DIAMETER lits' - l - - r n �_ o n n o o T - C 2C C � I' ` JANUARY 1403 t, �� i:' ��'e� �� ty (� ('1 ( c� SCALE PROJ. NO C.L. IE 238.11 � I ',+� �'�I Y�r' � ,C'f�� ` 'f Cr h'i '7�'tJh hr(� ��,.`_ " (CENTER ORIFICE AT TOP OF ` f- 8 PVC OUTLET OUTFLOW LEVEL OF 2-YR. I ( �� IE 238.00 :RW1•l NOTED CHECKED 203007 EVENT = 0.11' DEEP) ' SCREW-IN REMOVABLE 236.00- SUMP off• END CAP RJL HK SUMP EL. 236.00-- ) . SUMP ELEV. 236.00 T SEAL END OF ,E1LT No --- --- PIPE (TYP,) n � � n Tr�C.1n n n n 1nC VLMK PLOT DATES: PacificH,,ry 13545 5/8/2003 13:25.0 bil!I SIT2003.00022.PLM2003 FIC+' 203007 2300713-6.dw 5/2 7 2703 7.39.8 biltl sof 9 { ' t-( pC(1: A, ET 7 (( r5 03 `'DC1T S v�' w� ( [T-A-C- S�L7iG3 dL NOTICE IF THE PRINT OR TYPE ON ANY ►jr III 111 ill iii III Ili I i ill III ISI 1 T 111 i11 r1-1-1147T)"T IIi11111 I Til 111 111 11i iII 111 III I�1 III iii IIt I i III III III I 1111 111 111 III III III 11;111I III III�I�I I I -�- )/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, r �_--� I 1 - I I _-I�J- I I -I I- I I I �I 6�!1_I- I I I I I �01--I--11 �� T(,�i it- �� A -�•� IT iS DUE TO THE QUALITY OF THE _ - - No 9e �•� thri - , ORIGINAL DOCUMENT S t3 81L� LTL �L I L L S� �E TL L T BT LT 8T 9Ti i �Tll L1 LT-�II� 89 *uw1411 I1411I IiI11i111114111u1l111i 111�1111111ll11111111111111,1u illll111111iu 11111141,1114111111111111441111�,41111111111 iI 111111111111111!d.1111ullllulllu�I ��,> 111� 11i i �i j 4; s. C, ♦r V' 3 5 I • C T. d` h. —7- r Y .CV/ / FND. 5/8" IRON o v, ROD, DN .6' � °'•I TOPM. #1 SELF= 243.52 SELF STORAGE BUILDING _ (WOAD FRAME) ® ; / / / / /' / / / / LEGEN_ D: FND. 3" BRASS DIaK �, 1 - /. • MARKING D.L.C. CORNER y L•�„•= .LLGLLLL!��i�L����i�,�,i�i i� _-1�T � / ' / /• / /• PROPERTY LINES w..a., N 89 50 56 E 2�9.4.0 \ ! „r,,;,r »..,, '� / / / ./ ADJOINING PROPERTY OR INTERIOR PROPERTY LINES • INRU,01.1 • 1 " • , ml • ♦1 "" --r---- ,-� � / '� AC / �s _' qtr / / / -_ - _-__-___ RIGHT-OF-WAY CENTERLINE LA •�� `Vx / • FOUND MONUMENT AS DESCRIBED \ M +/ / o y / / 6v /. / /. O CALCULATED CORNER POSITION POSSIBLE I SEWER STUB NI T _1,5_W48e STORM SEWER // \\� i, / / / / .. D CONTROL POINT EASEMENT PER DOC. \ w m► w - �' / �• CURB LINE � I m 85--005074 1 0 \ �� �* M, .!� / / / f#�'r / CONCRETE WALL A \ \ TM"'-°w ,/ ! -- — — — — EDGE OF PAVEMENT a.,, 2 \ \ / _ M - / /4 y�7 rip„ / ® CATCH BASIN WEEDS `,y a \\ \\ ,., / P�" ,�-- . - .fife/ /�` r� - / / / ua WATER VALVE / / FIRE HYDRANT �, I 45' W EASEMENT FOR / \ Vol 00 AC �� rs u / / / / ® SANITARY SEWER f 1 I I RESS AND EGRESS'-*-</ ` \ / �p j�'� 1 ./ `. Y / / / M TELEPHONE MANHOLE Q I .�� \ ER DOC. 94-03 1602 F \ \ \ y / • V /' ^j / / o TELEPHONE PEDESTAL { j "' 45.0' 1• \ / `O / �\ / Cu •0• POWER POLE / 1(ji / p / h /� / 1� C, �L- / GUY ANCHOR SIGN i N Q / 1_6 LIGHT POLE °�` aw SMALL TREE & BRUSH LINE I ' / Q tx�'+ G GAS LINE 1! Gj�' OR-- OVERHEAD POWER LINE f - 5.0' P - UNDERGROUND POWER LINE I �•- A 431Y QI / •� T UNDERGROUND TELEPHONE LINE N h f4 w-- WATER LINE Ir.,o� ry� AG yin • Q ./ �:.J / _s._ _..- SANITARY SEWER LINE FND. 5/8 IRON ROD I `� / //ZS Mn - ,o / / DOUBLE YELLOW TRAFFIC LANE LINE WHICH FALLS 0.32' E. •o ^ / '�+ ,+� / -"-"'-"-"-"'-- SINGLE WHITE TRAFFIC LANE LINE OF P/L "' I / AC /.j.• /// .',� / / / MAIL BOX - I �`�!`�-�_�. TRAFFIC DIRECTION R ° -__ - �•* I c / � / / \ / / /' /.' / / POWER TRANSFORMER WEEDS r / + ►-o« GAS VALVE I 7.94 GAS METER WATER METER T / `P/ / / BUILDING LINE 6 " �� X>> / �<v/' / Nm EVERGREEN TREE 15' SAN. SEWER al «r / a� q, / / DECIDUOUS TREE EASEMENT PER / DOC. 83000975 IAC / 5.0, 04my 83 97 45 "PM a ACr. /' OFFICE-- I /•• / / ./. /.' / ABBREVIATIONS: SIGN w / M ANGLE POINT .b,. / '� � � ,� / .� so p 53 I °•° � ' � / GRAPHIC SCALE AC ASW ASLPHALT PAVEMENT BACK OF SIDEWALK 01 •r 42 w 10 w 40 so BLDG BUILDING �d N ► .� � �• u* / AC 00 T.B.M. 3 ~ / / / ./ \ / / / l �� COR CB CATCH BASIN ?/ I o,o TOP OF CAP = 248.9 CORNER I � r: / / /' /. / / ( IN FEET ) CL CENTERLINE AFq „ 4'4, ,,, / I inch 20 ft CC CURB CUT CLFL CHAIN LINK FENCE LINE } ' / i TMs• $ � / /P�n / / / CMP CORREGATED METAL PIPE CO CLEAN OUT �' \(+ / DEC DECIDOUS TREE DL DITCH / REGISTERED PROFESSIONAL DBYL DOUBLE YELLOW LINE FND. 5/8" IRON ��5 / /�� / ,<« 1.6,AND SUR R DMH DRAINAGE MANHOLE (STORM) RODIN .B.M. 2 EG EDGE OF GRAVEL TOP OF CAP = 251.95 / 40.0' w / N• '""' EP EDGE OF PAVEMENT i o EooN GB GRADE GREAK JULY 14,1978 s ' 1 A, GARY W. HICKMAN IE INVERT ELEVATION SMH RIM - 251.98 / 1878 FCS FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) ,o IE 8" IN s - 244.88 / RENEWAL DATE: 06/30/03 FC ' 8" IN �w� - 244.73 / FACE OF CURB WITH 6' EXPOSURE (SHOT AT BOT-TOM FACE OF CURB) o I I 1 8" OUT N) = 244.48 / / \48.0' / DATE OF SIGNATURE: .91-/L3/23 FH FIRE HYDRANT / / FND FOUND I n I I I ! IRON PIPE II IR IRON ROD LS LANDSCAPED AREA v. LF' LIGHT POLE' NG NATURAL GROUND / BASIS OF BEARINGS: OP OVERHEAD POWER / ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17" W ALONG THE pp PCWER POLE a: / NORTHWESTERLY RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY SMH SANITARY SEWER MANHOLE N0. 27,437. Sw SWL SINGLE EWHITE TE D LINE LK BASIS OF ELEVATIONS: TOP TOE JF SLOPE TOE TOP OF SLOPE ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DA.T'�IM USING CITY UP UNDERGROUND POWER UT UNDERGROUND TELEPHONE OF TIGARD BENCH MARK N0. 723, WHICH IS A BRASS DISK IN THE NORTH W I / / RAMP OF THE ISLAND AT THE INTERSECTION OF PARK ST. AND HWY 99W. L WATER LINE / PUELISHED ELEVATION OF BENCH MARK NO. 223 = 214.00. WV WATER VALVE / YPC YELLOW PLASTIC CAP SURVEYOR'S NOTES: 1. 1' CONTOUR INTERVALS .. .. / REVISIONSel / - - -- - SURVEYED BY WL DATE, 1/23/03 SHEET TOPOGRAPHIC SITE SURVEY HICKMAN do ASSOC,ATES PVC. N❑. BY PPVL DATE -_ .-.-�_--- � _�___ _ r • , DRAWN BYI CWH SCALES 1"=20' LOCATED IN THE SW 1/4 OF SECTION-2, T2S, R1W, W.M., LAND SJR4�YIAT / - --- --------- CITY OF TIGARD, WASHINGTON COUNTY, OREGON CHECKED BYI GWH 1 TS OF 1 / _ ____ __ - ---- ---- - - --- -- -- -- 1705 LEE STREEP, LAKE O.SWEGO, OR 970.,4 1~� i DRAWING NO. 30103 VIEW NO, 1 SURVEY FGR: TIM HORST PHONE (503) 6,97-6869, 697-6360 FA'. Pacific Hwv.13545 U 1Z V C" Y SIT2003-00022.PLM2003-00351 !!! 7 of 9 i I 'C= � �'�, C'��cMc r �rrzol,. !�C-T- ��rs�e� 27103 �2�v• �� ���z /03 S. p . �e 3 d 3 l � �I A • ., f7a�►+ 1�!,°°.;.^^1�F �w.�lw�.iaw..wr..m.::....vnw,+e..w�-...... .... .i.....,.—.+•ntw. - ,.', NOTICE: IF THE PRINT OR TYPE ON ANY rl f1 I I III I I I I I I I ill III I I I I III III I I T 11 III III I I I I I I III I I I I I Ili III III III 1 1 1 1 1 1 III!I I' I I I I I I III I I I IaI I I I III III I�I I I l i III III Ili III III III! !V I I I III VIII I �` IMAGE IS NOT AS CLEAR AS THIS NOTICE: I-- 1 - 111-- I I I - I --I -�- I -I 4L I I I I I 16 I I�1- I VL__ -II�L_I--I- � --I L -111 I l�l J 1L IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ No 3e ORIGINAL DOCUMENT f �e z eIz L L 9�z t t s z Tc eei e ic�I TO 41 i I 6T? I T t�� �L 8� TL I T9III !I II IIIIIIIII II I►illllll IIII II III IIIIIIIII IIII II Illlllllllllltl IIII IIII lul�illl Illi ll!� IIII�IIII!lul�ult,1111uulllll Ilu uu�lll!Luiluulllu�illll Il>u�llllllll!�uuillii!�!III / \ / EXSTING 3-10" DECIDUOUS TREE TO REMAIN PLANT LIST: TREEING " DECIDUOUS QU INE SPECIFICATION - PLANING AND SEEDING - --- --- -- -- -- -- -- ,� / / / ! ! ! ! ! o Z M SYM LATIN NAME/ Common Nome - SIZE SPACING ' W _ - 15 0' L.S. SETBACK--,, •} !! / ! !! / ! // GENERAL: All plants shall conform to all applicable standards of the latest edition of the "American Standard for GROUNDCOVER ABUTTING R-3.5 ZONE \ 01 LJ Nursery Stock A.N S.I. Z60.1 -- 1973. 208 AUU ARCTOSTAPHYLOS UVA-URSI "MASS." 1 gal. 3' a.c. NEW 6.0' CMU WALL 4xvING 10 AWTHORN Massachusetts Kinnikinnick TREE 'TO REM N 0 Nursery stock sholi be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of 12 HS HELICTOTRICHON 5EMPERVIRENS 1 gal. 2' o.c. \ �� 1 EXSTING 12.5" WTHORN £3 disease, injury, defects, insects, weeds, and weed roots Trees shall hove straight trunks, symmetrical tips, and Blue Oat Gross . TREE TO REMAIN have an intact single leader. ,,,IRUBS \ , 32 BMW BUXUS MICROPHYLI_A "WINTER GEM" L gal 3' a.c. h� J The apparent silence of the Specifications, Plans and Special Provisions as to any detail or the apparent omission winter Gem Littleleaf Boxwood ! from them of o detailed description concerning any point shall be regarded as meaning that only the hemgeneraI 34 CAE CORNUS ALBA "ARGENTFO-MARGINATA" 5 gal. 5' a.C. / im Dogwood op ctice is to prevail and that only material end workmanship of first Quality ar_t _to be used. All interpretations Elegontiss o - v r of these Specifications shall be made upon the bcsis above stated. 27 NDN NDANNDINarf PA DOMNandino NANA PURPUREA" 1 gal, 2' o.c. . v - - 3-CLE / S PL PRUNUS LUe Nan in 5 gal. 5' 0.C. •. , 'OSTItiG G?UILDIt4CS r ! / / ! / / ! / o w SUBSTITUTIONS: Only os approved by the Landscape Architect. Portugal Laurel 22-CLE i - y W W • w �� / /max,. //!/ / / // / / //%! n 9 PLO PRUNUS LAUR. "OTTO LUYKEN" 18" 4' a.c. GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing Otto Luyken Laurel 70-AUU ! / ! ! / ! 8 RU RHODODENDRON "UNIQUE" 21" 4' a.c, �/' • / season or one year, whichever is longer During this period the Contractor shall replace any plant material that / /�i C-G ZONE 7 f / / ! Unique Rhododendron 22-CAE _ „ •� ! / / ! / / ! ! ! / / o is not in good condition and producing new growth (except that material damaged by severe weather conditions, due 10 Owner's negligence, or lost due to vandalism). TREES 1 APS ACER PALMATUN! "SANCO KA.I:U" 6-7' As shown Red Sunset Ma le � • � Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment p W 12-CAE ` Z- and topsoil deliveries. 25 CLE EmeraCUPREld isle Peyla LE Cypress I "EMERALD ISLE" 6-7' As shown W � W v " y v W Emerald Isle Leyland Cypress EXSTING 3-6" DECIDUOUS --� ', L� 4-FDF % ! / / / ! z 4 FOF FRAXINUS OXYCARPA "FLAME" 2" cal As shown TREE TO REMAIN W W // -12-BMW Contractor is to verity that the topsoil 'Ls• ar �n_Q�f conducive to proper Flame Ash ' W W W W . ' ROuD . � TOPSOIL AND FINAL GRADES: Landscapey P - - / 2 LS LIQUIDAMBER STYRACIFLUA 2" col. As shown � � � y 'SEfO y ! 1 ! / / Rj41-QL9b American Sweet um \ c V v W W W 105-AUU- 1 ! ! ! ! �� 9 EXSTING 12.5" PINE W W W o�W W Landscape Contractor is to supply and lace 12" of topsoil in planting beds and 6" in lawn areas if topsoil on 5 PCC PYRUS Cer Flowering "CHANTICLEER" 2" col As shown TO REMAIN \ . , W W W W / ' P pp y p p p g p• Chanticleer Flowering Pear � r "' '" r er plant growth, nl otherwise notified b General Contractor. Landscape • W - • . - • W - • y W • site is not conducive to p op p y W u ess Y OTHER �� ' • � � Contractor is to submit samples of the imported soil and/or soil amendments to the Landscape Architect �' " W W W W 4 FR FIELD ROCK - Min 18" x 18" x 12" As Shown W W + W Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements Grades W W W W " y W -- P• P 9 q .., ROUGH SEED ARCA •• -sv�"e--`r�'�w-��re•-�-�r�•-vTr-�--+••-'r��s� - T - � / ! // � _ ! / P 9 9 - 1 and slopes sholl be as indicated. Planting bed grades shall be approximately 3 inches below adjacent walks, As per specs �- -- ( / / / /! ! / N B E Ln r, o 0 f 7 rJ Y u �' II depressions or low :-.-. I 5aP ' / / / c paving, finishe grodelines, etc , to allow for bark application. Finish grading shall remove o dep ess FINE SEEDED LAWN areas to provide positive drainage throughout the area -_.y_� As per specs 1 C-G ZGNE j / / a � E E HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated C-G ZONE with Round-up in strict accordance with the manufacturer's instructions. j 2 AUU Ll a 3-PL i III s E 2-NDN " 2-RU ; U r` SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8 inches Remove all stones (over 1 / ! / / ! ! / /' / % /' 3-BMW- r. 10-�UU / 0 rn 1/2" size), sticks, mortar, large clumps of vegetation, roots, debris, or extraneous matter turned up in working. SRA` NOTES; _ -� / / j j ; 1�7J m Soil shall be of o homogeneous fine texture. Level, smooth and lightly compact area to plus or minus .10 of / l 1-FR • j ! ! 1. Contractor is to verify all plant quantities. ! / /' / / / / (I 12-HS l / // ! / ! Z X Ck required grades 2. Adjust plantings in the field as necessary. / / / ! ' tD j P q Y• / / / / � 6-NDN EXISTING WAL•�U TREES NOTIFICATION: The Contractor shall notify the Landscape Architect 48 hours in advance of installation of the 3 Project is to be irrigated with o bidder designed, ! ! / // / ! % - automatic, under round irriaction s tem, �' 1'0 BE REMOVED �.. W / 3-RU 2-44", ANIS 32" $ W plants. Final location shall be approved by the Landscape Arcnitect. g / / / ! ! / o -� c PLANTING HOLE: Loy out all plant to ations and exc^vote all soils from planting holes to 2 1/2 times the root 1 ! "-' ! V 1 o a boll or root system width. Loosen soil inside bottorT, of plant hole. Dispo.e of any "subsoil" or debris from / / / / / /! ! i 1 f 1-R - j / / Z 0 , excavation. Check drainage of planting hole with water, and adjust any area showing drainage problems. TREE twr;LCULATIONS: /! / / / �! j 1 j �t, � / / / // O Z 0 o' a c TREES OVER 12'• CALIPER % /' >/ / / % j � y r 3-BMW- � ! / / / i I--r mSOIL MIX: Prepare soil mix in each planting hole by mixing: 1-12.5" PINE TO REMAIN !1 fffc'' ! / / ;` ?I 1-RU i !/// i / V tat ? 1 port native topsoil (no suhsoil) 1 1-12.5" HAWTHORN TO REMAIN / / � ! � / / ! / ! / % / � � r � � � 1 port Mushroom compost, garden Compost, or as approved 2-22" WALNUT TO BE REMOVED / ! / / ! / j / II 3-BMW 1-32" WALNUT TO BE REMOVED1-RU / / / ' m v, Thoroughly mix in planting hole and add fertilizers at the following rates: / c t Small shrubs - 1/8 Ib./ plant Shrubs -- 1/3 to 1/2 Ib./ plant Trees - 1/3 to 1 Ib./ TOTAL CALIPER INCHES REMOVED=76 // / /' / / ij / / / ! / / / - i } SEEDED / ! rX plant TOTAL CALIPER INCHES REQUIRED=51 / / / / / / ! / / / / / „ ' t>APS LAWN / a TOTAL CALIPER INCHES PROVIDED=52 // /i / P/tTlO FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% / / / / j / 13-NDN x T slow releasin nitrogen. For lawn areas use Commercial Fertilizer "B" (8-16-8) with micro-nutrients and 50 (RETENTION OF 25-50X OF EXISTING TREES / / i % ! / / f / / Lf G1, 3-FR o v 9 9 / / i, 11-BMW �` 10-HS \ m g 3 slow-releosing nitrogen. For lawn maintenance use Commercial Fertilizer "C" (25-5-10-2). OVER 12 S CALIPER REQUIRES THAT 2/3 OF / / / / / ! / / ! / j 2 _ THE TREES TO 8E REMOVED BE MITIGATED / / _ _ `' ----- 6-NDN 9-PLO PLANTING: Place the plant on o toyer of compacted planting mix at the center of the planting hole. Plant trees ACCORDING TO CITY OF TIGARD CODE SECTION 18.790.0600) r} 16-AUU and shrubs upright and face for best appearance. Remove containers or ties and burlap from the top of B&B r, plants. Check roots and cut clean any frayed or broken roots. Stagger plants in rows. Backfill planting hole I , __ _ - - _- _-______. - - - E-4a m l I It- c. with soil mix while working each layer to eliminate voids. I I �� I J_1�J_ -�- I When approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining bockfill and dish _ surface around plant to hold water. Final grade should keep root ball slightly above surrounding grade, not to i _— exceed 1 inch. Water again until no more water is obsorbt:J. Initial watering by irrigation system is not allowed. 2-LS r - 'I STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (norn.) quality tree stakes with point. They shall be of Douglas Fir, clear and sturdy. Tree ties for deciduous trees shall be "Choinlock" (or as approved). For Evergreen trees use "Gro-St pit" Tree Ties (or as approved) with guy wires of a minimum 2AG.- --- strand twisted 12 go wire. -- -� P F1, V Ay j MULCHING OF PLANTINGS: Mulch planting areas with dark fir or hemlock bark (medium grind), or as approved, toLi 1 STT a depth of 2 1/2 inches in ground cover areas and 3 inches in shrub beds. FINISH GRADE • T WAT � U _� FINE SEEDED LAWN AND WATER QUALITY SEED AREAS: In fine lawn area apply Commercial Fertilizer Mix "B" at 2 1/2" BARK MULCH L - '- 4.5 lbs. Per 1,000 sq.ft. and roke into soil surface. DO NOT apply fertilizer to water quality swole. Establish on even, fine textured seedbed meeting grades, surfaces ar d texture. Sow seed with, a mechanical spreader of the -,11=I ` � uniform rates as noted below. Rake seed lightly to provide cover. IIS ��� el BACKFILL SOIL MIXTURE WITH FERTILIZER ROUGH SEED AREAS: Establish and evenly graded seedbed. Apply seed with a mechanical spreader at the !r ! dd-iF uniform rates noted below. 2 X ROOTBALL EXISTING SUBGRADE SEED: Bluetog grass seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis -1---_L_- -•------•_- Fine Lawn Seed Mix: "Champion" seed mix (as supplied by Seed Research of Oregon - or as approved). Sow at SHRUB PLANTING DETAIL _-- 5 lbs. Per 1,000 sq.ft. 0— NOT TO SCALE Rough Seed Mix: To Contain: 50% Perennial Ryegross, 15%b Eureka Hard Fescue and 20% Hf.rbaceous plants and Clover. (Hobbs and Hopkins Prc-Time 705 PDX, or approved equal). Sow at 2 lbs. per 1,000 sq.ft. Water Quality Seed Mix: To contain 70% Perennial Ryegross, 20% Creeping Red Fescue, and 10% Highland COlonial Bentgross. (Hobbs and Hopkins Pro-Time 825 Dwarf Bio-filter Mix or approved equal). Sow at 5 lbs. per 1,000 SITE LANDSCAPE PLAN 1" - 20.0' sq ft. r MAINTENANCE SEEDED AREAS: All seeded areas sholl be mointoined by watering, mcwing, reseeding, and weeding fol o minimum of 60 days after seeding. In fine low- area, after 30 days apply Commercial Fertilizer Mix "C" at PLAN NORTH 20 0 20 40 60 4 lbs. per 1,000 sq. ft Mow and <eep ct 1 1,2:" fr, 2" in height. Remove clippings and dispose of off site. Water quoliy swole is to be kept free of d0rls a•1c: maintained to insure water flow. CLEAN UP: At completion of work all extra materia', supplies, equipment, etc., shall be removed from the site. All walks, paving, or other surfaces shall be swept cloon, mulch areas shall hove dehris removed and any soil cleared from surface. All areas of the p,aject shall be clean, orderly and complete. l EXSTING 3-10" DECIDUOUS TREE TO REMAIN ~� EXSTING 6" DECID,.JOUS TREE TO REMAIN ALT. 10.0' L.S. SETBACK ABUTTING R-3.5 ZONE / -= l_..1_ / NEW 6.0' HIGH W@09-Fefr2F EXSTING 10" HAWTHORN ._T C.MU 1�A,i L '- \ TREE TO REMAIN 1 ` + -EXSTING 12.5" HAWTHORN l� / W y W •�' � TREE TU REMAIN LL ( � Q,. V / Q 1 TOP OF BARK TO BE AT CROWN OF ROOTBALL HOSE: REINFORCED CHAINLOCK TREE TIES y W W W y 11 *0 RUBBER OR GRO- (OR A5 APPROVED) G NERgI�NOTESj STRAIGHT TREE TIES t— X LLJ 2" MOUND FOR -� o 2_" x 2" D.F. STAKES W y 117A E S DOGWOODFOSHRUBS RNAfE- WATER BASIN GUY WIRE: 10 GA. 22-CLE W W W I- 0 a �. o CROWN OF ROOTBALL IJ BE 54 LESS KINNIKINNICK GROUNDCOVER Z: 2'x 2_" DOUG FIR , DBL. STRAND, TWISTED, = I W Ca UJ STAKES 3 STAKES GALVANIZED. 2" ABOVE FINISHED GRADE / W y EOUALLY SPACED -2 " FOR WATER BASIN / AROUND TREE --2 112" BARK MULCH N MOUND O ~� I� -- 2 1/2" BARK MULCH W p I t • ---FINISH GRADE _I I-� III �\ \// _ 16-AUU to r— _� _ _ �� -FINISH GRADE W y Irl �L ( �l REMOVE BURLAP- - BACKFILL SOIL MIXTURE 1-6"MIN.--� --` I - -- - 1- -BACKFILL SOIL MIXTURE �/ EXSTING 3-6" DECIDUOUS �l v J WITH FERTILIZER :__ I ITL i I-iii_- ti W WITH FERTILIZER � TREE TO REMAIN W '• '� UA TE 2 to 2 1/2 ROOT8A1_L -EXISTING SUBGRADE EXISTING SUBGRADE JANUARY 2C)2 2 to 2 1/2 X ROOTBALL EXSTING 12.5" PINE y W p SCALE PROD"NO TO REMAIN - . �. ,� W / ALTERNATE -- 10' LANDSCAPE BUFFER NOTED 203007 EVERGREEN TREE STAKING DETAIL DECIDUOUS TREE PLAN LING DETAIL_. �� • . W W . W . W W " SCALL 1" = 20'-0" (1RA'HN CHECKED c R' . TO SCALE JMT JLO 0— NOT ��--- -_ --- - NOT TO SCALE * W W W PLAN NORTH PacifiicHwv. 13545 SHEET NO SIT2003.00022,PLM2003-00351 80f 9 7/14/03 JMT 3/14/03 JMT 2/28/03 JMt of 203UO7 QuickLubeLl.dw OTTEN PLOT DATE Old ,M I' f ��'��F` . T 7 (rte/o3 E IF THE PRINT OR TYPE ON ANY I � � � � � � � �' � � � �-r2..��..,� •-....,�..... fTIII I I III I I !L I I I III .. NOTIO I I I II! r 11Ir r I III I r 111 Illlllllr VIII Ilr�lllll �If,ijl,Iflllllr iiilr�l Illlrll r�t I i 4I _ IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE - " ORIGINAL DOCUMENT is , Z ez :(Z 9�Z 1�9Z 61Z £r5 z TZ OZ 8T BLT 9T 4i il( ET LT [T �T 8 �e L 9 �9 I �Z ILII IIIII':ill Illi IIIIIIIII�I��,IIIIII�IIIIIIIII�IIIIIIIII�IIIiillll-IIII�IIII II►� II!I IL��II����IIIIIIIIiL�LLIIi�� L��������� ��������� �I��i����,��������ii►►�' IIIIIIIi����������►II����I��IT��►����IIII���Illl l�u►1 ��Il�llllllll��:,_1i111111111��« i ul���►��J UTILITY NOTE ` I. BEDDING AND PIPE ZONE BACKFILL SHALL BE PER DETAIL SHEET G5. 2. ATTEN_I'ION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON / UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR952--O(,' 0010 THROUGH OAR 952--001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 1-800- / N - T THE RULES, YOU MAY CONTACT T C. / / z 332 2344. IF YOU HAVE ANY QUESTIONS ABOU HE ALl_ CENTER. / , .. :OU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, o BE!-ORE COMMENCING AN EXCAVATION. CALL 1-800-332-2344. f/ W X 3. ALL SANITARY DRAINAGE, RAIN DRAIN AND STORM SEWER PIPING INSTALLED WITHIN 5-FT OF THE / / / ��`�S• / OUTSIDE OF THE BUILDING SHALL BE CAST IRON, DUCTILE IRON, SCHEDULE 40 ABS-U.W.V. OR SCHEDULE 40 PVC-D.W.V. C, i 4. PRIVATE SANITARY SEWER SHALL BE PVC 3034 OR APPROVED EQUAL. (USE SCHED. 40 PVC WHERE / / \ Cp �A jr'�� / COVER IS LESS THAN 15 ) o 5. PRIVATE STORM SEWER LINES SHALL BE PVC 3034, PVC C900, HDPE, DIP OR APPQOVED EQUIVALENT, CO/ ( UNLESS OTHERWISE NOTED. \ cs 6. ALL DOMESTIC WATER LINES OUTSIDE OF THE BUILDING SHALL BE SCHEDULE 40 PVC, UNLESS e" IE 23!`45n I o OTHERWISE NOTED. 8' IE 239'.,7-11_1 7. CONCRETE THRUST BLOCKING AND/OR "MEGA-LUG" RESTRAINTS SHALL BE PROVIDED AT ALL IN, y � WATERLINE FITTINIS AS REQUIRED BY THE CITY OF TIGARD. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. N %, ,o/ / �p,tp PROfeS 8. CONTRACTORS SHALL CONTACT CITY OF TIGARD PUBLIC WORKS AT LEAST 2 BI JSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-639-41/1. /�,�� \ ` t S 9. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH GRADE TO TOP y d'+ y s� �J1 \ / / OREGON 1 OF PIPE. MINIMUM VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS << / `cS f,d'• 9 / / 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS WITH LESS THAN THE MINIMUM VERTICAL '� �O �c" o r y �9��I.9.20� SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IKON PIPE WITH WATERTIGHT JOINTS. IN SUCH CASES o OO? 5 �'"Gsv 'o Q 7 / ✓gNM. 0\3 THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE CROSSING. EXISTING RESIDENTIAL - ��• q•�10� �4 �� rye BUILDINGS TYPI L Q c�` p 6 y s / / EY�IRES: 12!31/20 C 10. PRIOR TO BEING PLACED IN SERVICE, Tr c WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, 09�J'y < �'� • EXISTING BUILDINGS s AND RE-FLUSHED, ALL IN ACCORDANCE WITH THE CITY OF TIGARD "PUBLIC WORKS CONSTRUCTION CODE." S„�?' i `' TYPICAL 3 CITY CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO REQUESTED BY THE CONTRACTOR INSTALLING WATER MAINS. THE REQUEST FOR THESE TESTS SHALL BE MADE THROUGH THE CITY INSPECTOR. OU o ? ,,, \z, o E Y 11. HORIZONTAL STORM AND SANITARY DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS s F O L / ry oo 5 E UPPER TERIVhNtNL AND EACH RUN OF PIPING, WHICH IS MORE THAN 100' IN TOTAL L`EVELOPED LENGTH, �J` \ ' ry �`' '' Y 3 SHALL BE PROVIDED WITH A CLEANOUT FOR EACH 100', OR FRACTION THEREOF, IN L-NGTH OF SUCH A 9 E PIPING. AN ADDI ZONAL CLEANOUT SHALL BE PROVIDED FOR EACH AGGREGATE HORIZONTAL CHANGE OF i�' ?4 P O'L *8 DIRECTION EXCEEDING 135 DEGREES. THE MAXIMUM DISTANCE ALLOWED BETWEEN MANHOLES IS 300'. o P ` \ o�� ��y�r . ��% \ \ 12. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER LINES & PUBLIC WATEF LINES SHALL BE '� S 24 �O p \ �.' 9 fit" O?'cr` U1 rn 10-FT. 1p Z CC61 a. 0 \ Jq uj UTILITY KEYNOTES ��o a ` �� \ \ \ o \ � z C92 2St - P 12" CM_ 8' I C 1 � CAP END OF 3" PIPE FOR F',.'TURE CONNECTION. MARK LOCATION WITH BLUE 4" x 4" POST, d, / ���rr p - 38 5 \ \ U o ���rr���rr���� rr�� -- 0 WATER METER VAULT WITH TRAF`IC RATED LID. METER NOT f0 BE INSTALLED AT THIS TIME. '/ -- '` C CAP END OF 3" PIPE IN VAULT FOR FUTURE CONNECTION. y/ E4, - �� -� 37�7D \ \ Q Z C -' i C 9C' \ ASSUMED C T10N OF EXIS11 �OATCH I 10 -" 0• \ \ / U W 0 3 DOUBLE CHECK ASSEMBLY (DCA) VAULT WITH TRAFFIC RATED LID. DCA DEVICE NCT TO BE / ---- SSU ED �0 �1 r, �y � � \ \ o O INSTALLED AT THIS TIME. / CATCH BASIN LATERAL CONNECTION. W� v m \� �\ CL CJNNECTION ALIGNMENT UNKNOWN. // CD � w � SFr.B � _ � \ti �1 c\ �•' � �• � 2 KI , ar `�:/ DOMESTIC WATER SERV!CE. SIZE AND CONNECTION LOCATION PER PLUMBING PLANS (BIDDER ,IE OUT 41 2 � \do.\ � r d'ti O R M 45' UTILIT'.' Ct w DESIGN). / , EASEMENT O5 EXISTING WATER METER FOR DOMESTIC WATER SER /ICE TO REMAIN. V) 5" •�' \ s\ �, � r n r 21.81 J e� j �6 REMOVE AND SALVAGE EXISTING TRAPPED CATCH BASIN ���� p� � i ' N I // 8" QVC - . PVC \ � C.O. SEE /' �� 0 v _.. r __ - - -- - S;0.066 6' IE ` Sr0.020 \ O7 DEEP STORMWATER MANAGEMENT STOR:AFILTER CATCH BASIN - SE._ DEIA:L SHEET G6. , � n�tea' \\ - cn �° 242.80 % \ `n O8 CATCH BASIN - SEE DETAIL SHEET C5. SALVAGED CATCH BASIN ACCEPTABLE IF INVERT o s O - ! I - \ / M ELEVATION LESS THAN OR EQUAL TO 1.30' FROM RIM AND WATERSEAL. IS 6" MINIMUM. _A _- BDIP 0 STANDARD CLEAN--OUT - SEE DETAIL SHEET G5, AND NOTE 11, THIS SHEET. - --- APPROXIMATE I S-0.0050 10 12 LF OF 36" DIAMETER ALUMINIZED STEEL PIPE WATER QUANTITY (DETENTION) STRUCTURE. SEE SAWCUT LINE I y0 r*► FF 245.1 6 100DETAILS, SHEET G6. yC 11 SITE UTILITY CONTRACTOR TO VERIFY INVERT ELEVATION PRIOR TO INSTF.LLING STORM - INSTALL VAULTS WITH TRA. C WATER PIPING AND REr'ORT ANY DISCREPANCY TO ENGINEER. �'?- RATED LIDS FOR FUTURE US \ \ '� v` L DOUBLE CHECKNASSEMBLY. CAP Q 6' IE C -- 2. 3 ,N seF I O 60" IE 230.40 \ \ n BOTH ENDS OF 3' PIPE. 242.03 1 _ -p2 \ 3 � �� / COI ',,' OO�� • �OI o`oiA 6 CB O +- 243.585.I / -,q2 -- � _ - C2 C� -- -- ---J � � IE 242..30 N �� � •�� � 1L - t - -- SITE INFORMATION SURVEY INFORMATION FROM BOUNDARY & TOPOGRAPHIC SURVEY FROM TOPOGRAPHIC SURVEY I S 2 - 7 T7_ �' a. _62.0' 5P ___ OF LOTS LOCATED IN THE SW 1/4 SEC. 2, T.2.S., R.1 W., W.M, CITY OF TIGARD, WASHINGTON l�Tl \-I T-1^ COUNTY, OREGON. PROVIDED BY: HICKMAN & ASSOCIATES. INC. (1705 LEE STREET, LAKE ; - T r T- G J G - �Y -- C 1� G -- OSWEGO, OREGON 97034, PHONE: 503-697-6869) T T T TT � - BENICHMA� �.. \ 5' WIDE SLOPE EASEMENT Ln - -H ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM USING CITY OF TIGARD BENCH Xp ^, PER BOOK 342, PAGE 258 MARK NO. 223, WHICH IS A BRASS DISK IN THE NORTH RAMP OF THE ISLAND AT THE p, _ INTERSECT!"'.' OF PARK ST. AND HWY 99W. PUBLISHED ELEVATION OF BENCH MARK NO. 223 214.00. ♦' > T + (�BASI�} C­- IS OF BEARI�C P `L.� I TIL T I-- I \_T �-11 �� A - -- �O --- --ALL BEARINGS FOR THIS SURVEY ARE BASED UPON S 33'15'17' W ALONG THE NORTHWESTERLY _ _ _W _ --,_ RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY AS PER SURVEY NO. 27,437. - ------ -� - - ---``---" A�EDISLAND - _ _ LEFT TURN LANE i 'o. BIKE LANE - ABBREVIATIONS: (FROM SURVEY) LEGEND: (FROM SURVEY) AP ANGLE POINT PROPERTY LINES Q y AC ASLPHALI PAVEMENT ADJOINING PROPERTY OR INTERIOR PROPERTY LINES -Z85W BACK OF SIDEWALK ___._-__.V______- RIGHT-OF-WAY CENTERLINE BUILDING • FOUND MONUMENT AS DESCRIBED SITE UTILITIES LEGEND SITEUA- C CB CATCH BASIN COR 0 CALCULATED CORNER POSITION SITE UTILITY PLA ," 20.0' _ CORNER -N"SAN- ^JEW SANITARY - - \ CONTROL POINT CATCH BASIN (CB) CLFL CHAIN LINK FENCE LINESEWER CL CENTERLINE CURB LINE --- f SAN EXISTING SANITARY k"STS - NEW STORM SEWER CC CURB CU I �__ _ __ CONCRETE WALL CMP CORREGAT1 D METAL PIPE --- EDGE OF PAVEMENT PLAN NORTH 20 0 20 40 60 - - . MANHOLE LE CO CLEAN OUT CA CATCH BASIN STS -- EXISTING STORM .,EWER -- -T F- NEW ELECTRICAL -}� UTILITY POLE <;l E- EXISTING ELECTRICAL Da DL DITCH � FIRE HYDRANT � FIRE HYDRANT (F,H.) DEC DECIDOUS TREE WATER VALVE -W-- NEW WATER GENERAL NOTES: -W- EXISTING WATER ti+ METER DBYL DOUBLE YELLOW LINE ® SANITARY SEWER 1. PROPERTY LINE BEARINUS AND DISTANCES AS WELL AS SITE AREA - pW- DOMESTIC WATER � UTILITY VAULT � LTJ DMH DRAINAGE MANHOLE (STORM) m TELEPHONE MANHOLE CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. FW- FIRE WATER 4 TRANSFORMER AND PAD ;'�;l _ EG EDGE OF GRAVEL O7° TELEPHONE PEDESTAL REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE IE INVERT ELEVATION y: _ Z. EP EDGE OF PAVEMENT POWER POLE TO BE PROVIDED BY A :EGISTERED PROFESSIONAL SURVEYOR. Z. LIGHT POLE - O "Q' C. 0. CLEAN OUT -r- WAD_ MOUNTED LIGHT 0 GB GRADE CREAK �- GUY ANCHOR MH MANHOLE ',� W IE INVERT ELEVATION 4 SIGN FIRE DEPARTMENT CONNECTION (FDC) 0 FCb FACE OF CURB (SHOT AT BOTTOM FACE OF CURB) LIGHT CH CATCH BASIN 'G �SMALL AD ARTA DRAIN D4 VALVELi O �-- FC FACE OF CURB WITH 6" EXPOSURE (SHUT AT BOTTOM FACE OF CURB) \•.,/���J SMALL TREE: & BRUSH LINE IN AREA DRAIN (AU) Ln c FH FIRE HYDRANT --G GAS LINE Lo cy- FND GOUND OP OVERHEAD POWER LINE In Q IP IRON PIPE p - C) UNDERGROUND POWER LINE __ � Cn ip IRON RDD LS LANDSCAPED ARCA. T - UNDERGROUND TELEPHONE LINE DATE -- LW -- WATER LINE LP LIGHT P01 E y JANUARY 2003 ➢ NG NATURAL GRO.;;4D SANITARY SEWER LINE SCA/ J. N0, OVERHEAD POWER DOUBLE YELLOW TRAFFIC LANE LANE OR SINGLE W,l!?r TRAFFIC LANE LINE_ Pp POWER POLE �- �� - � - NOTED 203007 SMH SANITARY SEWER MANHOLE d MAIL BOX DRAWN CHECK_D SW' CI NCRETE SIDEWALK TRAFFIC DIRECTION SWL SINGLE WHITE LINE POWER TRANSFORMER RJL HK TOP TOE OF SLOPE Da GAS VALVE TOE TOP OF SLOPE O GAS METER SHEET NO UP UNDERGROUND POWFR 0 o" 117 ,--- - WATER METER VLMK PLOT DATES: UNDERGROUND TELEPHONE WATER LINE BUILDING LINE 3%30033 10558140 roberetltl G 3 EVERGREEN TREE 5/8/2003 13:22.45 billl WATER VALVE / 7 PaclflcHw 13545 DECIDUOUS TREE 5/2 /2003 7:45.59 bill) YF'i. YELLOW PLASTIC CAP 530/2003 10:44.7 kurtn SIT2003-00022,PLM2003-00351 203007 230076-.3.dw 7X15 2003 14:51.37 craig got 9 ? NOTICE IF THE PRINT OR TYPE ON ANY Il+flllll!II11 IIIIII lill'�I I!III�III�III I�Ill�lllliif� !IIII�IIIII�I 63 I�IIIIIIIIIIIII IIIIIIIIfl1I181�II1I1 1�fli I I�111II I�I 1 I I�Ilfi1 l�Tll�l'III�I�I III I I I I 1 J`�+ I lIj I ! I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - 1.-----^_�-------_-1 - --- --�A----- _ _ •_____�'�_� ---al ' �J IT IS DUE TO THE QUALITY OF THE ""'e p=�-�•�'' __ ORIGINAL DOCUMENT E �Z 8Z L7 97, Z 6Z S� Z .L L 8t 8t Lrt 9t 9t 6t ET ZT Tt i 8 L 9 9 1a 8 IL T,.rue - (�I��l�►�� ��III�III I���� ������I�����������1���1i�����-I��III�►����� ���� ��T����� ���� ���I ����i���� �!�� ��t�lliii�!;�1����!���1���� ���!I!�!� ����1����1�!!�1����1►��►���►�!�I!!►!��!��i���1�!�I��-i����I�►�l�ll�.��«����Ila II!!►�1!