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HomeMy WebLinkAboutAttachment 1 Plan Set Attachment 1 @ AT MAT'L MATERIAL OWNER # NUMBER MAX MAXIMUM JASON ANDJODI SNIDER RESIDENTIAL DESIGN DRAWING SHEETS LAND USE MECH MECHANICAL 15588 SW 76TH AVE,TIGARD, OR 97223 SUB A/C AIR CONDITIONING MH MANHOLE A A000 DATA SHEET • CC A.C.T. ACOUSTICAL TILE MTL METAL RESIDENTIAL DESIGN ADJ. ADJUSTABLE MFG MANUFACTURING / MANUFACTURER CENTERFIELD STUDIO - A.F.F. ABOVE FINISHED FLOOR MIN MINIMUM 5392 TREE ST, LAKE OSWEGO, OR 97035 A100 SITE PLAN • ALT ALTER OR ALTERNATE MISC MISCELLANEOUS I (323) 337-6967 A110 SITE ELEVATIONS • ALUM ALUMINUM MTD MOUNTED APPROX APPROXIMATE Structural Grid Line STRUCTURAL ENGINEERING A111 SITE ELEVATIONS • APPV APPROVED N. NORTH TBD I ARCH ARCHITECTURAL N.I.C. NOT IN CONTRACT GEOTECH ENGINEERING A200 FLOOR PLANS TYPICAL COTTAGE(S) #3-20 • CENTERFIELD STUDIO, L L C NO. NUMBER BATH BATHROOM NOM. NOMINAL HARDMAN GEOTECHNICALSERVICES, INC 5392 TREE ST, LAKE OSWEGO OR, 97035 BD. BOARD N/A NOT APPLICABLE 10110 SW NIMBUS AVE, STE B-5, PORTLAND, OR 97223 A201 FLOOR PLANS -COTTAGE#1 • - T:323.337.6967 / CENTERFIELDSTUDIO.COM BITUM. BITUMINOUS N.T.S. NOT TO SCALE _ (503) 530-8076 A202 FLOOR PLANS -COTTAGE#2 • BLDG BUILDING BLKG BLOCKING 0/ OVER CIVIL ENGINEERING A203 ROOF PLANS • / B.U.R. BUILT UP ROOFING 0/C ON CENTER TM RIPPEY CONSULTING ENGINEERS, INC O.C. ON CENTER Door Number 7650 SW BEVELAND RD, STE 100,TIGARD, OR 97223 o A300 EXTERIOR ELEVATIONS: TYPICAL COTTAGE(S) #3-20 • CB CATCH BASIN O.D. OVERFLOW DRAIN (roof plan) ] o i (503)443-3900 CL CLOSET OVHD OVERHEAD A301 EXTERIOR ELEVATIONS: TYPICAL COTTAGE(S) #1, 3-20 • CLR CLEAR OPNG OPENING LAND SURVEYOR C.M.U. CONCRETE MASONRY UNIT OPP OPPOSITE 001 Window Number CENTERLINE CONCEPTS LAND SURVEYING, INC A302 EXTERIOR ELEVATIONS: TYPICAL COTTAGE(S) #1, 3-20 • CONC CONCRETE PKG PACKAGE i 19376 MOLALLA AVE, STE 120, OREGON CITY, OR 97045 (503) 650-0189 A303 EXTERIOR ELEVATIONS: COTTAGE#1 • - COND. CONDITION OR CONDENSER PLBG PLUMBING A310 EXTERIOR ELEVATIONS: COTTAGE#2 • CONN. CONNECTION PLYWD PLYWOOD CONST. CONSTRUCTION PTD PAINTED CONTRACTOR A311 EXTERIOR ELEVATIONS: COTTAGE#2 • < 03 W CROSSWATER DEVELOPMENT CO., LLC CONT. CONTINUOUS PWDR POWDER Building Assembly Type Tag 14976 SW 141ST AVE,TIGARD, OR 97224 A312 EXTERIOR ELEVATIONS: COTTAGE#2 • CTR CENTER QTY QUANTITY CTSK COUNTERSUNK RAD RADIUS < CXX 1) Material Type Tag SITE INFORMATION: A400 BUILDING SECTIONS:TYPICAL COTTAGE(S) #1, 3-20 • D DRYER RD ROOF DRAIN SITE ADDRESS: 9270 SW EDGEWOOD ST, TIGARD, OR 97223 COUNTY JURISDICTION: WASHINGTON COUNTY DBL DOUBLE REF REFERENCE A401 BUILDING SECTIONS:TYPICAL COTTAGE(S) #1, 3-20 (2 SIM) • DTL DETAIL REINF REINFORCED, REINFORCING < ( 1 Keynote Tag ZONE: RES-B - DIA DIAMETER REQ REQUIRED LOT SIZE: 41,494 SF A402 BUILDING SECTIONS:TYPICAL COTTAGE(S) #1, 3-20 (2 SIM) • DIM DIMENSION REQ'D REQUIRED TAX LOT ID: 2S102DC01800 A401 BUILDING SECTIONS: COTTAGE#2 • DN DOWN REV REVISED ALT ACCT NO: R468862 DWG DRAWING RM ROOM New Revision Area Cloud and Tag (Revision Number) SCOPE OF WORK LANDSCAPE DRAWING SHEETS D/W DISHWASHER R.O. ROUGH OPENING A (Revision Type) A 20 UNIT COTTAGE CLUSTER IS PROPOSED AROUND 2 COMMON COURTYARDS WITH AN ON SITE PARKING (E) ADD LOT UTILIZING THE ALTERNATIVE STANDARDS COTTAGE CLUSTER CODE PER CITY OF TIGARD MUNICIPAL L1.0 LANDSCAPE PLAN • EXISTING S. SOUTH �1 CODE 18.240.060. E. EAST S.C. SOLID CORE ADD Old Revision Area Cloud and Tag L2.0 TREE SOIL VOLUME • EA. EACH SCHED SCHEDULE ELEC ELECTRICAL SECT SECTION ELEV ELEVATION SIM SIMILAR _diLLOCATION Datum Point CIVIL DRAWING SHEETS E.O.S. EDGE OF SLAB SLDG SLIDING + 0'-0" EQ EQUAL SPEC SPECIFICATION C1.0 COVER SHEET • EQUIP EQUIPMENT SQ SQUARE EXT EXTERIOR STD STANDARD C1.1 CIVIL NOTES • STL STEEL Exterior Elevation Tag F.W. FIRE ALARM STR STORMWATER I 00 Drawing Number C1.2 LEGENDS &ABBREVIATIONS • FD FLOOR DRAIN STRCT'L STRUCTURAL A000 Sheet Number C1.3 EXISTING CONDITIONS • FG FINISH GRADE FIN FINISH T&G TONGUE & GROOVE C1.4 DEMOLITION PLAN • FLR FLOOR T.O.D. TOP OF DRAIN FLOR FLORESCENT TEL TELEPHONE Exterior Elevation Tag C2.0 OVERALL SITE PLAN • FRMG FRAMING TEMP TEMPERATURE 00 Drawing Number C2.1 NORTH DIMENSIONED SITE PLAN • FT FOOT, FEET THK THICK, THICKNESS A000 Sheet Number THR. THRESHOLD C2.2 SOUTH DIMENSIONED SITE PLAN • GA GAUGE T.O.P. TOP OF PAVEMENT C2.3 OVERALL UTILITY PLAN • GALV GALVANIZED T.O.S. TOP OF SLAB A Interior Elevation Tag C2.4 NORTH UTILITY PLAN • GRND GROUND TV TELEVISION B 00 D Drawing Number C2.5 SOUTH UTILITY PLAN • GYP GYPSUM T.O. TOP OF '00s f Sheet Number TYP TYPICAL HDWR HARDWARE C C2.6 OVERALL GRADING PLAN • HDWD HARDWOOD UNF UNFINISHED r�----�i C2.7 NORTH GRADING PLAN • HORIZ HORIZONTAL UON UNLESS OTHERWISE NOTED I I Detail Tag HR HOUR I 00 ��Drawing Number C2.8 MIDDLE GRADING PLAN • HT HEIGHT VERT VERTICAL i j 00i Sheet Number C2.9 SOUTH GRADING PLAN • - HVAC HEATING,VENTILATION &A/C VIF VERIFY IN FIELD .------. C3.0 CIVIL DETAILS • HW HOT WATER W WASHER C3.1 CIVIL DETAILS • INCL INCLUDING W. WEST INSUL INSULATION W/ WITH ROOM Room Name C3.2 CIVIL DETAILS • INT INTERIOR W.A. WATER HEATER 000 Room Number C3.3 CIVIL DETAILS • W/O WITHOUT JT JOINT WD WOOD C3.4 CIVIL DETAILS • WM WATER METER LAM LAMINATE WP WATERPROOF L.F. LINEAR FOOT WPM WATERPROOF MEMBRANE LOC LOCATION WT WEIGHT LVR LOUVER ABBREVIATIONS DRAWING SYMBOLS PROJECT INFORMATION DRAWING INDEX 9 7 5 2 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS BUILDING &ZONING CODE INFORMATION THESE NOTES SET THE MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR SHALL s F D G EWO O D VERIFY ALL DIMENSION AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. JURISDICTION: TIGARD/TIGARD CITY PLANNING DEPT <4 BUILDING CODE: OREGON RESIDENTIAL SPECIALTY CODE 2021 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS WITH THE FIELD ,P/1/y Y [ T4/\ 3 E S ZONING CODE: TITLE 18,TIGARD, OR MUNICIPAL CODE CONDITIONS. UPON DISCOVERING INCONSISTENCIES WITH DRAWINGS AND FIELD CONDITIONS, �l '9,� ZONING: RES-B - COTTAGE CLUSTER 'ALTERNATIVE STANDARDS' CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGNER AND OWNER. `PGL SJ, MIN LOT WIDTH: 75' COORDINATE LOCATIONS OF OPENINGS THROUGH ROOFS,WALLS, AND FLOORS WITH QPC'>�� -go 9270 SW EDGEWOOD ST. ARCHITECTURAL, MECHANICAL,AND ELECTRICAL PLANS. <<` MIN REQUIRED SETBACKS: co O TIGARD OR 97223 CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORT AND BRACING PRIOR TO COMPLETION q°' OQ STREET PROP LINES: 10' OF VERTICAL AND HORIZONTAL LOAD SYSTEMS. 013 ALL OTHER PERIMETER WHERE REFERENCE IS MADE TO ASTM,ACI OR OTHER STANDARDS,THE LATEST AND/OR MOST DATE 12 9 6 3 PROPERTY LINES: 5' RESTRICTIVE SHALL APPLY J U LY 25, 2023 ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE BUILDING SPACING OF COTTAGES: 3' MIN CODE AMMENDED BY THE STATE OF OREGON. PHASE MAX HEIGHT LIMIT: 25' a LAND USE APPLICATION J 11 8 5 2 t 00 REVISION NO / DATE BUILDING ENVELOPE Q MARCH 05, 2024 ENERGY EFFICIENCY/ PRESCRIPTIVE ENVELOPE REQUIREMENTS PER TABLE N1101.1(1) FOR NEW GENERAL NOTE S 4 (' ` . CONSTRUCTION AND TABLE N1101.2 FOR EXISTING CONSTRUCTION.ALL CONDITIONED SPACES W/IN BUILDING SHALL COMPLY AS FOLLOWS: SCALE: NTS 4 1) NEW EXISTING c., lW OMARA ST 10 7 4 1 CONSTRUCTION CONSTRUCTION WALL INSULATION (ABOVE GRADE) R-21 (INTERMEDIATE) R-15 WALL INSULATION (BELOW GRADE) R-15 ci/ R-21 FLAT CEILINGS R-49 R-49 THIS DOCUMENT IS AN INSTRUMENT OF ENERGY EFFICIENCY co SW EDGEWOOD ST VAULTED CEILINGS R-30 R-25 (>10" NOM RAFTER DEPTH) c�P w SERVICE AND THE PROPERTY OF R-21 (>8" NOM RAFTER DEPTH) ALL CONDITIONED SPACES WITHIN RESIDENTIAL BUILDINGS SHALL COMPLY W/TABLE N1101.1(1) $- Q CENTERFIELD STUDIO, LLC AND MAY UNDERFLOORS R-30 R-30 (>10" NOM JOIST DEPTH) AND ONE ADDITIONAL MEASURE FROM TABLE N1101.1(2). �O o NOT BE DUPLICATED OR REPRODUCED R-25 (>8" NOM JOIST DEPTH) i ALL DRAWINGS AND DETAILS ARE IDENTIFIED BY THE GRID NUMBER IN THE LOWER RIGHT SLAB EDGE PERIMETER R-15 R-15 PROPOSED SELECTION FROM N1101.(2): WITHOUT THEIR CONSENT. HAND CORNER. ALL NUMBER LOCATIONS CONFORM TO THIS GRID SYSTEM HEATED SLAB R-10 -- - HIGH EFFICIENCY HVAC SYSTEM WINDOWS U-0.27 U-0.30 a. GAS-FIRED FURNACE OR BOILER AFUE 94% 1 SKYLIGHTS U-0.50 U-0.50 SW MCDONALD ST EXTERIOR DOORS U-0.20 U-0.20 EXTERIOR DOORS W/ > 2.5 SF GL U-0.40 U-0.40 A000 SHEET GRID SYSTEM BUILDING CODE INFORMATION ENERGY CODE VICINITY MAP 80 300 600 1 SCALE: NTS SCALE: NTS SCALE: NTS _ SCALE: I I I DATA SHEET Attachment 1 _ _ _ _ _ DIAGRAM 1: PARKING AREA HARDSCAPE _ _ _ _ ZONES NOT TO EXCEED 25% I PER TABLE N 18.420.1 / \ / \\ c + + + + + + + + + \+ + + + + + + + + + + trZSTA .-D'AR ,+ + + + + + + + + + + + + + +1 O C / I+ + + + + + + + + + +\ + + + + + + + +—+ + + + + + + + + + + + + + + + + + + + + + + + + + + +I 114\ 30'-0" FROM HARD r� ' / // T S.W. EDGEWOOD STREETMAX SPACING , ; SURFACE ++ % 1 3 P4 u- P5 P6 P7 +++++ PZ j/ 0 +++++ v +++++ �� +++++ 4TREEST, LAKEOSWEGOOR, � 97035 � �� \ " N \ 1_L0J 21' ;�j �+ + + �� + + T:3 3.337.6967 / CENTERFIELDSTUDIO.COM - i„-- itr, Al A �aTiffirr",r '�,_���. fill'' ( _ 1 ���� PR �ERT�'LINE �� STREET TREE, TYP \\ jI '30' iim� �i�� iiii �� =4 o - ,--- .N ° / FRONTAL E X E - I- u STREE � / 5' o° a' o" d N — ST '7 W Q S TyBACK / 8' 6" MIN 9' 0" MIN 9' 0" ° A / / (MAX 40"°) z �f�/1H' N w I ' - e 4*-.;r / E;) sor:, / F++: + +++ VISION CLEARANCE TRIANGLE ° ° �rco A / + + J , r� r� r� r �� ++ + + PER 18.930.040.B. TYP. HEDGES ��rni +++++++++++ + ++ �I ■ I■I 11 rr rr rr 25' 0" RADI I .- � + + +I ' / +i . + + + + + + + , �r �r �r �r � �° + :� �' i` 17 �'+'+ P16 P15 P14 + + - r � '++++. WITHIN TRIANGLE MUST BE KEPT M ! + + + + + + + + r r r r = /' - P1 :i/"-i° ° /, FFE I I +I+++++ + + + + + �� �/ �� +++ TO 3FT MAX. COTTAGE 226.3' +i++'+'+'+'+' '+'+ + rr r r r � % i wr: ��� I 0, 1, COTTAGE r r r r +'+1 w+ r r r r M -2 STAIV pAI�D IIIET 1111_� + + + p p // // r STORMWATER TREATMENT AREA, - ■ rr rr rr r w , FFE FFE SEE CIVIL. I% 0- ., CBS] + + + + + + + + ■ 219.75' I II • 19.40' II // / / / / /// / III z ZO � 230' EL — 02 I FFE + + + + + + 0 MI � WLL �,, N ^1.:"Il) COTTAGE $227 i+ + + + + + + + + + + +I+ + + + + +N+ (2r (2r (2/ (2r . I �„ ± ' ° ,- ��` '- IMr ®� IIIIIIIII�LE+'++�+++++++++++ +�+ + +�+�+�+�+�+�+� +�+�I�+�+�+�+�+ ::::I:: +� J . J . J l + a err err fir/ fir/ : I A. GROUPING SEPARATION DIAGRAM AND CALCULATION (REFER TO DIAGRAM 1 ABOVE) • PER 18.240.060.F.3.D, OFF-STREET PARKING SPACE GROUPS MUST BE SEPARATED BYA MIN ..... ' ' ' ' ' '+ ii+ + + + + + + + ' N OF 5 FT ON ALL SIDES FROM ALL OTHER PARKING SPACE GROUPS, PARKING STRUCTURES, ' ,/ - - ! + + + + + + + + IIIIIII + + + + + „ + � �� �, � I AND COTTAGES ON THE SITE. IF THIS SEPARATION AREA IS 10 FT OR LESS IN WIDTH IT MUST ° i! ` r? FFE I + + + +'."�, '''+'+ + �+ ��N I o ! + + + + + + + + BE LANDSCAPED TO MEET THE L-2 STANDARD AS PROVIDED IN TABLE 18.420.1, EXCEPTCOTTAGE I + + + + + + + + + + +�+ + ,� + + + + + + + + + + Ln o 05 I•�••�`j� _ - THAT TREES ARE NOT REQ'D. El C41UinRb:+:+ + + + + +++++ + +r�� +� Y+• -, UNDERGROUND STORMWATER ' - _ _ + TOTAL GROUPING SEPARATION AREA = 1 790 SF ;t : + + + + + + +° + + + + -' + + +9 TREATMENT AREA, SEE CIVIL. ° CB + + ++++++( I`J ;rye ;+ ;; p;S ;+;+;+;+; ;+;+ +;+;+;+ r `r + \ MAX ALLOW HARDSCAPE PER 18.420.1 = 448 SF (25%) + + + + + SITE RETAINING WALL, MAX 6FT v M +� + + + + + \ TOTAL PROPOSED HARDSCAPE = 176 SF (9.8/o) . i+ + + + + + + + + + + + + + + + + + +++ + + + + + + + A.F.G., SEE CIVIL. + + + + + + + + + + + + +1+ + _ �I' ° % "' 12 COTTAGE FFE +�+ +'+'+'+'+ +'f 228 +I+ +++++++++ -'� `` J 0 N. i:1++++,, II01► 2770, II IIU' 2675, II IInk'22s85 II B. PARKING LOT TREE CANOPY STANDARDS (REFER TO DIAGRAM 1 ABOVE) �. o c� t +I� ' ■ PER 18.420.060.8.4, PARKING LOT TREE CANOPY STANDARDS, PARKING AREAS SHALL N E E U PROVIDE THE MINIMUM EFFECTIVE TREE CANOPY OF 30%, INCLUDING PARKING SPACES AND I t c6® I gip L = DRIVE AISLES. ONLY THE PERCENTAGE OF TREE CANOPY DIRECTLY ABOVE PARKING AREAS 9 a w ' 11■1l ®° dIIIIIIII T , 1OTTAGE - OTTAGE -giP6TTAGE I M MAY COUNT TOWARD MEETING THIS STANDARD. W � _ II � � r III 1: 1II ° I W . . I Z r� /J' I I - COTTAGE FFILI TOTAL PARKING LOT AREA IS 5483 SF IJJ I, N a „ I ■I i ° o 229.oiI 21' 8 1 I� M MIN EFFECTIVE TREE CANOPY COVER 30% X 5,483 SF = 1,645 SF 30% Dgt w z II 07 CLR III 6' 0 - 8 o ( ) a O I ,! , 8 0„ .I IICLR .I =1 '� N\ I Z =L = _ _ zo TOTAL PROPOSED EFFECTIVE TREE CANOPY COVER ° \. 0 582 SF EFFECTIVE TREE CANOPY EA. X 4 = 2,328 SF (42.5%) + + + + + +\+ + + + + + + + + + + +,+ + + + + + + + Ln 11 i fflII II; �� . -KING °° Q I i''`L•. \ + + I I :ACK, STORMWATER TREATMENT AREA, C. STREET TREES / ellted..illr P1 P2 , P3 P4 P5 Pb P7 + + P8 / P9 P11 1\ SEE CIVIL. PER 18.240.060.H.3. THE MIN NUMBER OF REQ'D STREET TREES IS DETERMINED BY DIVIDING Il!.�Ij�ii ,+; _,_, THE LENGTH IN FEET OF THE SITE'S STREET FRONTAGE BY 40 FT. ° ° 4 -�'�`-' SCREENING FROM ADJ PROPERTY CO i 1 �!ii�� ! QI 03 443 LF OF STREET FRONTAGE/40 = 11 STREET TREES REQUIRED �h�M,ii%::u +++ 3'- o + LINE S-3 STANDARD PER TABLE VISION CLEARANCE TRIANGLE ���i�"!�91! / +++ ,\ >� ° AO*" 18.420.2, TYP. SITE OBSCURING , r: �!1'I' TOTAL STREET TREES PROVIDED = 11 MEDIUM STATURE STREET TREES PROVIDED PER 18.930.040.B., TYP. HEDGES a FENCE 6FT HIGH MIN, MAX BFT. WITHIN TRIANGLE MUST BE KEPT C/) 1 ,/ TO 3FT MAX. -� I,, SERVICE AREA SCREENING: SITE D. TREE CANOPY STANDARD 2Q'_p_ o Q 5' 0" 8' 0" , I.r, Q _ , V10E. ' PER 18.240.060.H.2. A MINIMUM OF 33% TREE CANOPY MUST BE PROVIDED. P INCi--- a� 8'-6" MIN 9'-0" MIN 9'-0" ��ST�'' -' '-'-' �^- __ L L,, OBSCURING FENCE: S-1 ° 25' � STREE / / / / / / \)v(H' N u r N/ No STANDARD PER TABLE 18.420.2: 41,494 SFX 33% = 13,693 SF MIN TREE CANOPY DEDIC• • 73S T 0A;Kyldt.„, CMU WALL ENCLOSURE. STREET TREES + + f (11) CASCARA@ (491 SF EA X 1 .25 NATIVE) = 6,751 SF CANOPY 1 f / . // ts �l ;o ! +'+' \ ++* ` PARKING SPACE GROUPS MEDIUM STATURE / NATIVE SCREENING FROM THE STREET r@I��;;; !jl, SEPARATED BY MIN 5FT ALL SIDES, S-4 STANDARD: SITE OBSCURING - �.���n!!'!''i!I!E, +++' "' LANDSCAPED TO MEET THE L 2 ,;;�„ 1 q PARKING LOT TREES�I�II' ' 16EVERGREEN HEDGE 3FT HIGH AT •ilhll_ ao STANDARD AS PROVIDED IN TABLEc6 .I:"���„�'' P16 P15 P14 ,+,, :-F:-F P13 P12 P11 :+ +'I (4) WHITE ALDER @ 1,963 SF EA = 7,852 SF CANOPY EDG EWO O D TIME OF MATURITY W/ �y. �!_.;_ P19 P18i P17 18.420.1, EXCEPT THAT TREES ARE GROUNDCOVER EVENLY :lir IIIN luin� i,., !I ` u _ NOT REQ'D, TYP. + L I O LANDSCAPE TREES AT COURTYARDS DISTRIBUTED ALONG ENTIRE REE o ++ + + + +4 + + + + + + + + + + +++ + + + + + + + I I / , + + + + +,+ + + + + + + + + + + +-I+ + + + + + + + + + + + +� + + + + + + + In (SIDE �+ �1= I = TRANSFORMER: SITE OBSCURING (16) JAPANESE MAPLES @ 491 SF EA = 7,856 SF CANOPY LENGTH OF THE SCREEN. IIIIIB S.T.S.T'-r - _J— _ M. ' ■ , ''MI x - 5, FENCE: S-1 STANDARD PER TABLE COTTAG ES , i , � _■I_ I , II is 0 ^ I 18.420.2. TOTAL PROVIDED TREE CANOPY = 22,459 SF (54.1%) it I �� o. ii 1 ,, V II I B L� ae ❑ -' 00 5-0 `G POTTAGE 231 '1 11 �� ID - �' JE SIDE E. COTTAGE TABULATIONS 9270 SW EDGEWOOD ST. 1 e 0 I - SETBACK PER 18.240.060.K.2. MULTI-STORY COTTAGES MUST COMPLY W/ THE FOLLOWING: A. THE MAX h :o \ •. IIIN="° \i11111111mL J '� FLOOR AREA OF THE FIRST STORY IS 800 SF. B. THE MAX FLOOR AREA OF ANY STORY ABOVE TI GARD, O R 97223 COTTAG I COTTAGECOTTAGE �i M THE FIRST STORY IS 600 SF. C. THE TOTAL MAX FLOOR AREA OF THE COTTAGE IS 1,200 SF. N �B® 13 12 11 /'' o "' AIIIIIIII� [1:1 COTTAGES 1, 3-20 DATE ■ II 23E_ =III 230 `'F29.75' ill MAIN FLOOR = 524 SF JULY 25, 2023 Al FF UPPER FLOOR = 575 SF 01/ 'II ® - T 15AGE231.5� I TOTAL = 1,099 SF PER COTTAGE PHASE a I I+ + + + + + + + + + + + + + �$ LAND USE APPLICATION ...,, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ;•-, COTTAGE 2 + + + + + + + +'+ + + + ++ +++ ++I++++++++++ ++++I+++++++++++++++++++++ -++++++'+++++++++++++,* MAIN FLOOR = 533SF REVISION NO / DATE yS + IiI, RY. + + + + +/'- -'— _i + + .+... + MARCH 05 2024 a° a '? + '�,+ + + c� � �+� +��+�-+ + + + s + UPPER FLOOR = 585 SF ' + + + +.4 ++++ + + +'�+' :' + +;,-=+y-?,++++++ +++ 00 TOTAL = 1,118 SF �'l_• + + + + + + + + +T+T+T+T+T+T+ + +T+T+T+�++ � ++++ +++ ++ +++ + + + + + + + +++++++++++++++++ + + + r + + + +++++++ PER 18.240.060.K.3.AVE FLOOR OF ALL COTTAGES IN A DEVELOPMENT MUST NOT EXCEED !,,,�,,,- -- + _ `ya*+ + + + + + ++++++++ ++++ +++++++++++++++++++++ - + + + + + ' CV UNDERGROUND STORMWATER a � �■I + + + + 1,100SF. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TREATMENT AREA SEE CIVIL. `� ', COTTAGE *SS 232 I~ I - PROPOSED TOTAL FLOOR AREA 1 , I FF-��p r FF E (1,099 SF X 19 TOTAL COTTAGES) + 1,118 SF (COTTAGE 2) = 22,099 SF TOTAL FLOOR AREA = MU �IIIIIIII■I 231.50' v230.50' I 229.80' I� THIS DOCUMENT IS AN INSTRUMENT OF 1.1 21,999 SF / 20 COTTAGES = 1,100 SF AVE COTTAGE FLOOR AREA PROPOSED SERVICE AND THE PROPERTY OF - CB® _ L CENTERFIELD STUDIO, LLC AND MAY / - _ COTTAGE COTTAGE COTTAGE F. COURTYARD TABULATIONS NOT BE DUPLICATED OR REPRODUCED / 11■1 ,111111111 u M 18 hI u _ 19 III 20 _� �I PER 18.240.060.D.2.A.&B. THE MIN TOTAL AREA OF ALL REQ D COMMON COURTYARDS IS 15%. WITHOUT THEIR CONSENT. ro p II _ i I I - THE MIN AREA OF THE PRIMARY COURTYARD IS 8% OF THE TOTAL GROSS AREA OF THE SAGE $231.91I 11 I■ .. 1; H H 1 ®, = NEIGHBORING TREE(S) TO BE DEVELOPMENT SITE. , 00 ®a I� N ( , LIME -I J Eu.. !] = - PROTECTED PRIMARY COURTYARD PROVIDED = 4,565 SF / 41494 SF GSA = (11.0%) iciLb SECONDARY COURTYARD PROVIDED = 2,956 SF o - - - - - - _ ' II — TOTAL COURTYARD PROVIDED = 7,521 SF / 41,494 SF GSA = (18.1%) Al 00 GBIIIII ,. � - _ PROPE' LI' xI ,1.6 ° '� ., " (,59.T4' S8,°23' 7II _ + �+ }; SITE PLAN AREA TABULATIONS '-81 I d . . 11, 4 3� 1" 7 3 � 17 CLR 17 _ o m SCALE: 1 /16 SCALE: 1 /16 SITE PLAN I1 Er) (7) Attachment 1 CC wI oz , z z z CENTERFIELD STUDIO, LLC ZI 5392 TREE ST, LAKE OSWEGO OR, 97035 z Q Q T:323.337.6967 / CENTERFIELDSTUDIO.COM m m O � H O O � L., w U 11 cn cn CL ' 25' MAX BLDG HEIGHT 25' MAX BLIP -EIGHT 25' MAX BLit EIGHT 25' MAX BLD, HEIGHT 25' MAX BLII,t HEIGHT �.. ,, � �� ., EL. 255.66' EL. 255.3/ \ EL. 256.1' - EL. 256.40j — 25` MAX BL► EIGHT 25' MAC\!iEIGHT �,T, - '.. —. v �a--� -- — /.— — — — — — - - ' , 25' MAX BL EIGHT EL. 253.3 � w�:= o '� _� - —' - _ PRO�SSED BLDG HE o HT PRO/ SED BLDG HE HT 25' MAX BL HEIGHT r EL. 251.9"� — - G r _�� \` ?�� P G HE a HT / EL. 252.6 / RO'ZSED BLDG HE HT PRO'ABED BLD EL. 251.2 — r' _ E / 54.94 EL 250.57' — r -- ----- -- -- ._.—. -- a a:'r i• �.y, � E54 i„-. .43' E 54 E r, PRO, SED BLDG HE HT PRO'®SED BLDG HEN HT -� •,f ter. ,r' �t,,. , , r.. _ --- - —PRO- QED BLDG HE HT � r 55 a4 - ----- - � PRO SED BLDG HE HT , E1, 51 13 E 52.0 �� . , r�� ,::::'.'11- ,-,7r, ;.--, 1117''---7 '.-:' PRO SED BLDG HE HT , a �,1., v r.r_. . r ,may t .8, . ,, „„, 1 , -V/Vx l N a , , N F ,i , N, , ,,„. ' M o�°3' N 3., , N °may N N N r �. _� � O — TM • \ ' O I N O I N � I 1O )1 N S�� 0N 11 II F— „ NW �—�_ —�—— FG FG FG FG _ —�-- ------_ FG FG FG FG FG 22 230.66' 23 FG 231.10' 231.09' 230.89' 231.40' —_C-2--FG FG FG FG 227.69' 227.69' 227.99' 228.50 229.79' 230.00' 230.38' FG 225.29' 226.19' 226.19' 227.14' 227.14' 223.51' GRADE AT CL OF SIDEWALK GRADE AT F.O. UNITS (WEST FACADE) GRADE AT BASE OF CURB STREET FACING FACADE DIAGRAM : SW 93RD AVE � 2 SCALE: 1 �� = 10 �w Io w z w w z z z Z 0 J ' ' J J J I U U Q a I d m m Z O N N O2 p . I I EDGEWOOD 25' MAX BLDG HEIGHT COTTAGES EL. 250.63' •` ~� 9270 SW EDGEWOOD ST. PROPOSED BLDG HEIGHT r '',�.-;� ���� r '""° -�K 25' MAX BLD m a HEIGHT 25' MAX BL�'� EIGH EL. 2L9.32' '��. � �` �' ;:: 0R97223 EL. 243SEBIIG HE`S HT PRO SEDBLDGH_ HT fi,. x fi . fixE `\ / g?e -1:,: fill; ,. .:fi PHASE �, LAND USE APPLICATION ;ate -r\ ,.8 , _ .. —f� 3. I I� li may . , ' ti. N r ,.�..., REVISION NO / DATE �ia_: �>>� �:—= ,1_I. �� ���I MARCH 05, 2024 - - 224.96' •IIIIIIIIIIIIIIIII..." -................==•••••'"""'-- FG — 219.7' 219.7' 219.04' 219.04' THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. Al 1 0 STREET FACING FACADE DIAGRAM : SW EDGEWOOD ST 1 SCALE: 1 = 10 SITE ELEVATIONS Attachment 1 CC o w z , z z oz CENTERFIELD STUDIO, LLC Q � , 5392 TREE ST, LAKE OSWEGO OR, 97035 I T323337.6967 / CENTERFIELDSTUDIOCOM cn U 25' MAX BLDG HEIGHT 25' MAX BLDG HEIGHT _ EL. 254.08' EL. 254.13' - - - - ----------- -- �•�— — — — — — — — — — -- ------- • .3. 25' MAX BLDG HEIGHT PROP \ / PROPOSED BLDG HEIGHT EL. 250-18' EL. 252.77' s4 ------- — �, PROPOSED BLDG HEIGHT — ` EL. 248�87' _ _ ..,,,- 25' MAX BLDG HEIGHT � V7.,,..,:„_,' ' !KTfit EL. 2L3.90' �� - �y z� Imo`_ ti•-- 5 �, - ' 'S _ I � - r.�.— - s - 1.r `•'`'x PROPOSED BLD HEI HT -�r - _ -.�- � G G �; t -1 - - At:I.: tottr-:;r1=0_.T.ii.: E' . 2L2.43' Ir >� t � yr �• 'f 11 \ c` p� k r( aft" -� 3c: n ""iceI - :3* °1CI.YS£AVr17:.3i..ilir% �- � 'r`\ ':R& �'� \ r— ;2-1 N '14II z , sir eti:C��/Y�7.,k _ a;`, it. f,,,,,,hiptilak. --ri `' FG — — \————————\ 229.08' FG FG ;iN ■=,_ _ L 229.13' = — 229225.50' .08' ——— 225.35' I 11,i ! 'i��i g �' — — 225.18' I k• SCREENING FENCE AT PARKING AREA \ �� >,�. - ,e s e '°,s ,s a-�� -� eI,�;�- FG \ �e°''?�®�a� ®'\ �-' i'°�;.,.sir �,. , \ �s'.s°s,e��ja/� ;: i �a�<i's°°°��,��'s°s/���s'.,�s���•o ve re o%�i®°°°°��°eA°° iiiit a`ut y®Cas°i iiB ithe�s ote asme®��/e��e e°°®<s®°e a ees iee�.� i • ,' GRADE AT 5' FROM F.O. UNITS - . °°" 'mums a . a®`�/ 'mmise °inginusgeo ` iiiimais GRADE AT F.O. UNITS (WEST FACADE) NON -STREET FACING FACADE DIAGRAM : EAST PROPERTY LINE 2 SCALE. 1 �� = 10� w w � z w w w z � w z z z Q Q , J J � � U U � � w � zl Q Q J 00 p2 CO w w U w , cn cn ._ , E DG EWOO D ,w,o , ,. I 25' MAX si_uu HtIVH I EL. 256 90' 25' MAX BL EIGHT 25' MAX BL EIGHT .� 3� A. EL. 255.8 _ 25 MAX BL EIGHT4. COTTAGES ES „ .� r� � .K - - EL. 254.8 EL. 254.1 ems " ` / , ''_ * PROPOSED BLDG HEIGHT JRO545L SED BDG HE HT � `` A` 'l ���,� A` EL. 255 42' PROP SED BLDG H HT --- - - 2' E 532.54' jRo52; LHE ED BDG HT 2' 9270 SW EDGEWOOD ST. 44 ��� z�,A,,, v .1-, 3,,,,,, pq;,-- . I = _;°- = TIGARD OR 97223 4 L • -,or (N1 F ----1 -IA :sl .,1) DATE 3,2 .1-lit-'' N . .. �`-its.• N M .:,. N J U LY 25, 2023 • — FG ' A PHASE 23 FG LAND USE APPLICATION 231.40' 231.23 \�\ -FG FG 228.75' 227.87' \ FG FG —\-- FG 227.57' 226 69' FG REVISION NO / DATE 226.38' 225.50' MARCH 05, 2024 GRADE AT F.O. UNITS (SOUTH FACADE) GRADE AT 5' FROM F.O. UNITS THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. NON -STREET FACING FACADE DIAGRAM •. SOUTH PROPERTY LINE 1 Al 1 1 SCALE: 1 = 10 SITE ELEVATIONS Attachment 1 CC 01 02 01 A400 A400 A302 CENTERFIELD STUDIO, L L C 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM 11' 0" 10'-11 1/4" 10'-6" / // // 5'-0" 5'-6 3/4" / // / PW PW SLIDING SLIDING 6/0X2/0 7/0X2/0 4/6X2/0 4/6X2/0 (ONLY AT COTTAGE 04) • I -I J I I I I I l�_� ELECTRICAL SYMBOLS O b / /0 . L \L1 L1 \ M ----- ROPELIGHT/COVELIGHT SCPC w A —I-- I O RECESSED MOUNT WITH ADJUSTABLE HEAD L10 .- L-1A - L1A L1A 2/6X7/0 — \ o jATHROOMN •--•\ o I - u \ BATHROOMA = — N N U 00 xx 203 Mw = 'r' 00 0 RECESSED MOUNT LINE VOLTAGE N 8'-0 1/2" M r N x N BEDROOM - / SS BEDROOM 0 BEDROOM 7' /(N BEDROOM 01 c 202 / 8 0� / I 204 o X 202 •'1ne w N o M— TRACK LIGHT HIGH LINEN �, Lu \ HIGH Q ® LINEN b o SURFACE MOUNT LINE VOLTAGE SCPC N A401 PT. / O L 7 L 7 O \ PT. I o J L (3 I , _IL. . 2/0X7/0 X PENDANT LINE VOLTAGE L1A Nd L-1A L1A ., 2' 6" Lo �� _ — � - _ — _ L A 01 = w / U /U Lo <2.) SCONCE WALL MOUNT LINE VOLTAGE HALL 7�`' HALLS ® N x x x- E\ - A300 201 L 1 \ ' w N CV 201 N H H SCONCE-WALL MOUNT LINE VOLTAGE r ! \ \ SMOKE/CARBON MONOXIDE DETECTOR, PAIR PAIR \ SC I I L-4 I /y• �i\ /' I L-4 I 5/0X7/0 U o 1 5/0X7/0 01 OI-I PERMANENTLY WIRED MS `� �, j MS DN L X W/D $ L 1 �. -�' T L 1 co w„ -0 STACK c� A402 LIGHT SWITCH r J•T•T L N \ \ \ \ 'CA' -CRAWL ACCESS 18" X 24" PW SH 'AA'-ATTIC ACCESS 22" X 30" 5/0X5/0 2/8X5/0 3'-6 3/4" O 80 CFM BATHROOM FAN W/ MOTION / 7'-2" / / CLEAR /, 3'-2" // 6'-10 1/2" / SENSOR, 100 CFM MUDROOM ON TIMER / 9'-10 1/4" / O SMOKE/CARBON MONOXIDE DETECTOR, 33'-10" PERMANENTLY WIRED AND INTERCONNECTEE / / - 01 ABBRV LIGHTING SCHED A301 ITEM # ITEM NAME NOTES L-1 RECESSED CAN 'A' ADJ LIGHT 'W' WET LOCATION THROUGHOUT L-2 DECORATIVE CLNG PENDANT @ DINING COTTAGES #3-20 REFLECTED PLAN : UPPER LEVEL COTTAGES #3-20 FLOOR PLAN : UPPER LEVEL (575 SF) 2102 L-3 DECORATIVE CLNG PENDANT @ SCALE: 1 /4 " SCALE: 1 /4 " KITCHEN 103 L-4 UNDERCABINET 'MS' MOTION LIGHT/CLOSET SENSOR L-5 WALL SCONCE @ POWDER 104 L-6 OUTDOOR WALL SCONCE L-7 WALL SCONCE @ BATHROOM 203 01 <143-2- 01 A400 00 A302 5'-0" 2'-6" O.H. 17'-10 1/2" 12'-0 1/2" / / / / SH PW 2/8X5/0 5/0X5/0 $ - - - - _ JS s`---L -----4\1 REF 36 S � - - - - EDGEWOOD INN %4 \ 330''OVEN / �---- — --�'� 0 L-6 — L-1 LIVING �' L-1 1 � "�� 1 '�io %/� - - LIVING DINING °' w COTTAG ES /� -� L-2 f- / L. m w KITCHEN N \ 101 j \ KITCHEN i / _ 101 102 103 0 i \ ! \ / \ N x N 9270 SW EDGEWOOD ST. x \' 1 "��� -As 7t N 01 TIGARD, OR 97223 N I PA 10 PATIO - A401 I 110 VA I ' I C-0.25' / 110 N. 3 0 0 \ / \ / \ 9'-0" CLEAR X DATE ,.--- 01 w / / <2) J U LY 25, 2023 \\ L-1°' - - - L-1� L 1 L-1� A300 z M U f PK CASED PHASE bL 6 — 4 - \ Yup SCPC 2/8x7/0 3/0X7/0 LAND USE APPLICATION 1 i I I-H I, I I I \ POWDER4 PANTRY 2/6x7/0 I N �\ \�L-1 OPEN TO MS L Q 104 105Co1 �. ABOVE /CLOSET o 1P0 104ER o PANTRY A402 REVISION NO / DATE \, ,. CLOSET ®. // :-5 ) MARCH 05, 2024 I I 1 I I A I I F i H . . PW SH 2/8X5/0(T) 2/8X5/0 7'-0" 6'-10 1/2" /, // / 30'-10" / / 33' 10" THIS DOCUMENT IS AN INSTRUMENT OF / / SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY -1 i 01 NOT BE DUPLICATED OR REPRODUCED A301 WITHOUT THEIR CONSENT. COTTAGES #3-20 REFLECTED CEILING PLAN : MAIN LEVEL COTTAGES #3-20 FLOOR PLAN : MAIN LEVEL (524 SF)31 SCALE: 1 /4 SCALE: 1 /4 FLOOR PLANS Attachment 1 CC 01 02 01 A400 A400 A302 CENTERFIELD STUDIO, L L C 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM 11' 0" 10'-1 11/4" 10'-6" / // // 5'-0" 5'-6 3/4" / // / PW PW SLIDING SLIDING 6/0X2/0 7/0X2/0 4/6X2/0 4/6X2/0 (ONLY AT COTTAGE 04) I I I I I I I I • • I -I J I I I I I l�_� ELECTRICAL SYMBOLS Ob / ID ° L L-1 \ L-1 - co ----- ROPELIGHT/COVELIGHT w A —I-- I O RECESSED MOUNT WITH ADJUSTABLE HEAD L 10 .- L 1A - i ,� L-1A Lu L-1 2/6X7/0 — \ o f%�ATHROONIN •--•\ o — 0 \ BATHROOM 0 - U 203 U M w = 'r' 00 0 RECESSED MOUNT LINE VOLTAGE N v) 8'-0 1/2" 2'-6"� M r N x N BEDROOM - / ss BEDROOM 0 BEDROOM 7' /(N BEDROOM 01 c 202 / 8 0 / 204 X 202 •'one w N — TRACK LIGHT HIGH LINEN �, Lu HIGH Q ® LINEN o o SURFACE MOUNT LINE VOLTAGE SCPC N A401 PT. / O L-7 L-71 O \ PT. o N L-1A cJn PENDANT LINE VOLTAGE 2/0X7/0 L1A L L1A 2' 6" 0- o I �� \ _ — - _ — _ L 1A 01 = w / U /U co = 02 SCONCE-WALL MOUNT LINE VOLTAGE HALL Vo HALLS ® N x x x1 / \ A303— E\ — A303 201 L 1 •\ w CV N 201 N c i_-I SCONCE-WALL MOUNT LINE VOLTAGE r ! \ \ SMOKE/CARBON MONOXIDE DETECTOR, PAIR PAIR \ SC I I L-4 I /y• �i\ /' I L-4 I 5/0X7/0 U o 1 5/0X7/0 01 OI-I PERMANENTLY WIRED MS `� �, j MS DN X W/D $ L 1 �. .�' T L 1 co w„ -0 STACK c� A402 LIGHT SWITCH r J 77 N N \ \ • 'CA' -CRAWL ACCESS 18" X 24" PW SH 'AA'-ATTIC ACCESS 22" X 30" 5/0X5/0 2/8X5/0 3'-6 3/4" O 80 CFM BATHROOM FAN W/ MOTION / 7'-2" / / CLEAR / 3'-2" // 6'-10 1/2" / SENSOR, 100 CFM MUDROOM ON TIMER 9'-10 1/4" / O SMOKE/CARBON MONOXIDE DETECTOR, 33'-10" PERMANENTLY WIRED AND INTERCONNECTEE / / - 01 ABBRV LIGHTING SCHED A301 ITEM # ITEM NAME NOTES L-1 RECESSED CAN 'A' ADJ LIGHT 'W' WET LOCATION THROUGHOUT L-2 DECORATIVE CLNG PENDANT @ DINING COTTAGE # 1 REFLECTED PLAN : UPPER LEVEL COTTAGE # 1 FLOOR PLAN : UPPER LEVEL (575 SF) 2102 L-3 DECORATIVE CLNG PENDANT @ SCALE: 1 /4 " SCALE: 1 /4 " KITCHEN 103 L-4 UNDERCABINET 'MS' MOTION LIGHT/CLOSET SENSOR L-5 WALL SCONCE @ POWDER 104 L-6 OUTDOOR WALL SCONCE L-7 WALL SCONCE @ BATHROOM 203 01 <143-2- 01 A400 00 A302 5'-0" 2'-6" O.H. 17'-10 1/2" 12'-0 1/2" / / / / / / SH PW 2/8X5/0 5/0X5/0 I I —I -- v F `---L 4--- EDGEWOOD -- _ _ _ _ Sn2 Sn2 1 REF 36 IN N / ps �S % \ — — — 30"OVEN L b — L-1 . _LIVING �' L-1 102 "/ L_1 \ �L-1 j/� — LIVING DINING '°' w COTTAG E S -� L-2 f` / • L-1 m U KITCHEN / N .\ 101 j \ KITCHEN / _ 101 102 103 _ 9270 SW EDGEWOOD ST. ij N i \ � x oo I 'I, , r—.--.-__. ► N o1 TIGARD OR 97223 I PA10 — \ I I I I — PATIO �, A401 S I M I 110 i C0.25' 110 f�_ N. 3 0 \ / \ / I \\ o 9'-0" EAR } o DATE \ % •`� \ �.. 01 X Q / / k X 02 JULY 25, 2023 w \.\ L �'' L-1 / L 1 L 1 A303 w o w o A303 4 , c ' PK CASED PHASE bL 6 — — \ Zjp SCPC 2/8x7/0 3/0X7/0 LAND USE APPLICATION L-4POWDER4 1 PANTRY 2/6x7/0 N �\ \�L1 OPEN TO MS Li POWDER 104 10501 �. ABOVE > CLOSET ° 1P0 104ER o PANTRY A402 REVISION NO / DATE \, ,. CLOSET ®. // 5 ) MARCH 05, 2024 I I I I �� I I f I H • \ PW SH 2/8X5/0(T) 2/8X5/0 7'-0" 6'-10 1/2" /, // / 30'-10" / / 33' 10" THIS DOCUMENT IS AN INSTRUMENT OF / / SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY —1 i 01 NOT BE DUPLICATED OR REPRODUCED A301 WITHOUT THEIR CONSENT. COTTAGE # 1 REFLECTED CEILING PLAN : MAIN LEVEL COTTAGE # 1 FLOOR PLAN : MAIN LEVEL (524 SF)31 SCALE: 1 /4 SCALE: 1 /4 FLOOR PLANS Attachment 1 CC 01 02 01 A312 A403 A403 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM 10'-6" 10'-11 1/4" 11' 0" / // // / 5'-6 3/4" 5'-0" / // / SLIDING SLIDING I I I I I 4/6X2/0 4/6X2/0 J L I \ ELECTRICAL SYMBOLS l.--'*(i) Ck'Js L-1 / -1 W 70 d Cffl ----- ROPELIGHT/COVELIGHT SCPC RECESSED MOUNT WITH ADJUSTABLE HEAD 1 A w 'L 1 A - 1 —1---- - L-1A w rL 1 A p — .{ o _ C' �, BATHROOM N �, \ � /BATHROOM\\ / RECESSED MOUNT LINE VOLTAGE I 1 Co o m N G 203 X „ p �;\ 203 L 1 'N j = X m - o n2'-6° 8'-01/2" n _ I BEDROOM ' o° �� BEDROOM j N N— V) BEDROOM \ '� 9 BEDROOM X N —a TRACK LIGHT = 10' 1.5" i 202 \� (� 204 �0'-1 L_ N 202 204 u., * = 01 HIGH 1 w LINEN — w HIGH M o SCPC LINEN [ o o O M A401 SIM -- SURFACE MOUNT LINE VOLTAGE PT. j O i-L-7 L-71 I O \ PT. L 1A v cJi� �T� \ L-1A v cJn — i 2/OX7/0r _ PENDANT LINE VOLTAGE _ �'-L 1A 5�. \ 1A 01 HALL n x N 02 +I SCONCE-WALL MOUNT LINE VOLTAGE X ® --IALL L 1 �' A310 n 201 V n m u, = A310 _ 201 / \ — F.0 o o / \ cn— 0 SCONCE WALL MOUNT LINE VOLTAGE 1 I- 1 •• , 1 1 \ \ PAIR PAIR •\ SC SMOKE/CARBON MONOXIDE DETECTOR, PERMANENTLY WIRED L-4 r \ / 'N L-4 5/0X7/0 5/0X7/0 MS I 0 �•\ �.;QS )' MS L ^ W/ D X DN > '� 01 LIGHT SWITCH L 1 L 1 STACK n A402 SIM o I \ J U I AA' AT TC ACCESS 221" X 30 4 SH PW 1 1 1 2/8X5/0 5/0X7/0 3'-6 3/4" O 80 CFM BATHROOM FAN W/ MOTION SENSOR, 100 CFM MUDROOM ON TIMER 6'-10 1/2" 3' 2" CLEAR 7'-2" / // //- / / 8'-4" 0 SMOKE/CARBON MONOXIDE DETECTOR, / 33' 10" / PERMANENTLY WIRED AND INTERCONNECTEE / / 01 J J ABBRV LIGHTING SCHED A311 ITEM # ITEM NAME NOTES L-1 RECESSED CAN 'A' ADJ LIGHT 'W' WET LOCATION THROUGHOUT L-2 DECORATIVE CLNG PENDANT @ DINING COTTAGE #2 REFLECTED PLAN : UPPER LEVEL COTTAGE #2 FLOOR PLAN : UPPER LEVEL (585 SF) 2102 L-3 DECORATIVE CLNG PENDANT @ SCALE: 1 /4 " SCALE: 1 /4 " KITCHEN 103 L-4 UNDERCABINET 'MS' MOTION LIGHT/CLOSET SENSOR L-5 WALL SCONCE @ POWDER 104 L-6 OUTDOOR WALL SCONCE L-7 WALL SCONCE @ BATHROOM 203 01 02 01 A312 A403 A403 5'-0" 2'-6" 12'-0 1/2" 17'-10 1/2" O.H. / / / / / / PW SH 7/0X5/0 2/8X5/0 �r-�` I I I I I N. N I I I l I 1 N g - - EDG EWOOD I \ O O REF 36 DIN4NG 30'OVEN - _ — „ ,cizi - LIVING_ - — L-6 KITCHEN w DINING LIVING — CJTTIAG ES — L-1 Nic' L-1 L-2 L-1 i — <� J \ 'N, KITCHEN \ 101 )13'1-1 �. �.\ 103 102 101 N'N• 1 3 / / / \ _ 4. 4 9270 SW EDGEWOOD ST. i _ / 'I iNnl \\// 1Io 01 TIGARD, OR 97223 I I I I N ,. i PATIO A401 ((,//�� '� N SIM ° W W 110 j � -o" / \ � o CL 9' 0" ' W DATE — — — / / 02 X / �o w o z 01 J U LY 25, 2023 L1 L1 � L11 �/ A310 wo � U o A310 _ 4 \ CASED PK — L 6 3/0x7/0 2/sx7/o uP PHASE I I I I I I \ SCPC LAND USE APPLICATION . PANTRY POWDER I-4 j / PANTRY POWDER. I 2/6x7/0 104 L 1 MS OPEN TO L 1 L_ _ o o CLOSET 01 REVISION NO / DATE L-16 105 0 ABOVE N 105 104 \ '� / r>ro M A402 L_; �® / CLOSET N .1,. SIM MARCH 05, 2024 2'-0" 4'-7" 7'-0" / // // / / 30'-10" 33'-10" THIS DOCUMENT IS AN INSTRUMENT OF / 7/ SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY 01 NOT BE DUPLICATED OR REPRODUCED A311 WITHOUT THEIR CONSENT. COTTAGE #2 REFLECTED CEILING PLAN : MAIN LEVEL COTTAGE #2 FLOOR PLAN : MAIN LEVEL (533 SF)31 SCALE: 1 /4 SCALE: 1 /4 FLOOR PLANS Attachment 1 01 02 01 A400SIM A400SIM A312 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM N N L- 01 SLOPE A401 SIM 01 02 A310 A310 01 A402 S I M 01 A311 COTTAGE #2 ROOF PLAN . 2 SCALE: 1 /4 �� 01 02 01 A400 A400 A302 EDG EWOOD COTTAG ES 9270 SW EDGEWOOD ST. 01 TIGARD, OR 97223 SLOPE A401 N DATE 01 N 02 J U LY 25, 2023 A300 A300 PHASE LAND USE APPLICATION 01 REVISION NO / DATE A402 MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY 01 NOT BE DUPLICATED OR REPRODUCED A301 WITHOUT THEIR CONSENT. TYP . COTTAGE UNIT ROOF PLAN (COTTAGES 1 , 3-20) A203 SCALE: 1 /4 " FLOOR PLANS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM ,PEAK BLDG HEIGHT + 28'-0 1/4" M M M 25 FT MAX BLDG HEIGHT 25 FT MAX BLDG HEIGHT _ ,PEAK MID-PT ROOF + 23'-8 1/2" 12 12 M M 12 M 12 M 77J- ,T O. TOP PLATE UPPER rj \ // // T 25 SF 13.25 SF 25 SF 13.25 SF ,T.O. SHEATHING + 10'-10" Ak_T.O.TOP PLATE MAIN + 9'-9 1/4" r r EDGEWOOD T COTTAG ES 25 SF 13.25 SF 9270 SW EDGEWOOD ST. TIGARD, OR 97223 28.5 SF / DATE J U LY 25, 2023 4 SF T.O. SLAB PHASE _ r I + 0'-8" LAND USE APPLICATION NAT. GRADE wti + 0'-0" TOTAL FACADE = 409 SF TOTAL FACADE = 409 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED = 76.5 SF (18.7%) TOTAL WINDOW/ DOOR PROVIDED = 90.75 SF (22.2%) MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. TYPICAL BUILDING ELEVATIONS : COTTAGES #3-20 2 TYPICAL BUILDING ELEVATIONS : COTTAGES #3-20 A300 SCALE: 1 /2 " SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM zik_PEAK BLDG HEIGHT + 28'-0 1/4" zik_PEAK MID-PT ROOF + 23'-8 1/2" ,T.O. TOP PLATE UPPER + 18'-11 // T 25 SF 13.25 SF ,T.O. SHEATHING + 10'-10" T.O.TOP PLATE MAIN + 9'-9 1/4" // // EDGEWOOD T COTTAG ES 13.25 SF 13.25 SF 9270 SW EDGEWOOD ST. TIGARD, OR 97223 DATE J U LY 25, 2023 ALTO. SLAB PHASE + 0'-8" LAND USE APPLICATION NAT. GRADE wti + 0'-0" TOTAL FACADE = 641.54 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED = 64.75 SF (10.1%) MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. A3 0 1 TYPICAL BUILDING ELEVATIONS : COTTAGES # 1 , 3-20 SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM zik_PEAK BLDG HEIGHT + 28'-0 1/4" ,PEAK MID-PT ROOF + 23'-8 1/2" ,T.O.18'TOP PLATE UPPER + -11 " WINDOW ONLY AT COTTAGE 03 (STREET SIDE FACADE) SF 9.0SF 9.0SF 14SF ,T.O. SHEATHING + 10'-10" T.O.TOP PLATE MAIN + 9'-9 1/4" E DG EWOOD T COTTAG ES 25 SF 13.25 SF 9270 SW EDGEWOOD ST. TIGARD, OR 97223 DATE J U LY 25, 2023 ALTO. SLAB PHASE + 0'-8" LAND USE APPLICATION ji_NAT. GRADE vti + 0'-0" TOTAL FACADE AT TYP COTTAGE(S) 1, 4-20 = 641.54 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED AT TYP COTTAGE 1,2, 4-20 = 70.25 SF MARCH 05, 2024 (10.9%) TOTAL FACADE AT COTTAGE 03 = 641.54 SF TOTAL WINDOW/ DOOR PROVIDED AT COTTAGE 03 = 82.25 SF (12.8%) THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. TYPICAL BUILDING ELEVATIONS : COTTAGES # 1 , 3-20 A3O2 SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM ,PEAK BLDG HEIGHT + 28'-0 1/4" M M M 25 FT MAX BLDG HEIGHT 25 FT MAX BLDG HEIGHT _ ,PEAK MID-PT ROOF + 23'-8 1/2" 12 12 M M 12 M 12 M 771- N N ,T.TOP PLATE UPPER /// // // T 25 SF 13.25 SF 25 SF 13.25 SF ,T.O. SHEATHING + 10'-10" Ak_T.O.TOP PLATE MAIN + 9'-9 1/4" / \ EDGEWOOD COTTAG ES 9270 SW EDGEWOOD ST. \ / TIGARD, OR 97223 26.35 SF 28.5 SF \ / DATE J U LY 25, 2023 24 SF A SF _ T.O. SLAB PHASE r I + 0'-8" LAND USE APPLICATION NAT. GRADE wti + 0'-0" TOTAL FACADE = 409 SF TOTAL FACADE = 409 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED = 88.6 SF (21.7%) TOTAL WINDOW/ DOOR PROVIDED = 90.75 SF (22.2%) MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. NORTH BUILDING ELEVATION : COTTAGE # 1 2 SOUTH BUILDING ELEVATION : COTTAGE # 1 A303 SCALE: 1 /2 " SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM zik_PEAK BLDG HEIGHT + 28'-2 1/4" 771- 71- 25 FT MAX BLDG HEIGHT 25 FT MAX BLDG HEIGHT PEAK MID-PT ROOF N + 23'-9 1/4" 12 12 M CO 12 12 771- ,T 18 TOP PLATE UPPER // // // T 25 SF 13.25 SF 13.25 SF 25 SF ,T.O. SHEATHING + 10'-10" T.O.TOP PLATE MAIN + 9'-9 1/4" /j / / EDGEWOOD COTTAG ES 9270 SW EDGEWOOD ST. TIGARD, OR 97223 26.35 SF 28.50 SF DATE J U LY 25, 2023 24 SF 24 SF SLAB PHASE T.O._ � + 0'-8, LAND USE APPLICATION NAT. GRADE wti + 0'-0" TOTAL FACADE = 413 SF TOTAL FACADE = 413 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED = 88.6 SF (21.5%) TOTAL WINDOW/ DOOR PROVIDED = 90.75 SF (22.0%) MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. NORTH BUILDING ELEVATION : COTTAGE #2 2 SOUTH BUILDING ELEVATION : COTTAGE #2 A3 1 0 SCALE: 1 /2 " SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM zik_PEAK BLDG HEIGHT + 28'-2 1/4" ,PEAK MID-PT ROOF + 23'-9 1/4" ,T.O. TOP PLATE UPPER + 18'-11 " T 13.25 SF 35 SF ,T.O. SHEATHING + 10'-10" T.O.TOP PLATE MAIN + 9'-9 1/4" EDGEWOOD TOTAL FACADE = 412 SF TOTAL WINDOW/ DOOR PROVIDED = 48.25 SF (11.7%) COTTAG ES 9270 SW EDGEWOOD ST. TIGARD, OR 97223 DATE J U LY 25, 2023 T.O.AL SLAB PHASE + 0'-8" LAND USE APPLICATION NAT. GRADE wti + 0'-0" REVISION NO / DATE MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. WEST BUILDING ELEVATION : COTTAGE #2 A3 1 1 SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM PEAK BLDG HEIGHT + 28'-2 1/4" ,PEAK MID-PT ROOF + 23'-9 1/4" ,T.O. TOP PLATE UPPER + 18'-11 " // 9.2 SF 9.2 SF ,T.O. SHEATHING + 10'-10" zik_T.O.TOP PLATE MAIN + 9'-9 1/4" // EDGEWOOD T COTTAG ES 13.25 SF 35 SF 9270 SW EDGEWOOD ST. TIGARD, OR 97223 DATE J U LY 25, 2023 ALTO. SLAB PHASE + 0'-8" LAND USE APPLICATION AIL NAT. GRADE wti + 0'-0" TOTAL FACADE = 641.54 SF REVISION NO / DATE TOTAL WINDOW/ DOOR PROVIDED = 66.65 SF (10.4%) MARCH 05, 2024 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. EAST BUILDING ELEVATION : COTTAGE #2 A3 1 2 SCALE: 1 /2 " EXT ELEVATIONS Attachment 1 CC CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM PEAK BLDG HEIGHT + 28'-0 1/4" M M M M 25 FT MAX BLDG HEIGHT 25 FT MAX BLDG HEIGHT PEAK MID-PT ROOF + 23'-8 1/2" ROOF ASSEMBLY 01, TYP ROOF ASSEMBLY 01,TYP ASPHALT COMPOSITE ROOFING O/ ASPHALT COMPOSITE ROOFING O/ ROOFING MEMBRANE O/ ROOFING MEMBRANE O/ STRUCTURAL SHEATHING (3/4 P.T. CDX) 0/ = STRUCTURAL SHEATHING (3/4 P.T. CDX) 0/ 12 ENGINEERED TRUSSES 12 ENGINEERED TRUSSES 12 Allkitk• Allikh4 (Y) cc) THERMAL INSULATION (R49 BATT) O/ 12 ,� M 771- THERMAL INSULATION (R49 BATT) O/ 1/2" GYP BD ' 4,644 ���� �.�� 1/2" GYP BD 4‘44‘4411"4.' �i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�.�i�►�i�i�i�i�i�i�i�iIi�i�i�i�i�i�i� �I��i�i�i�i�i�i�i�i�i�i�iO��i�i�i�i �� � a 4 4. ���' '�li°i�i�i�i�����i�i�i� V V V V 1 1 VVVVV V T 1 1 VVVVV VT 1 1 T Y V V V TIT 1 T V / V V T 1 1 T Y V V V V T V T T Y V V ), 12 � / ,AdikT.O. 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MARCH 05, 2024 3 THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CENTERFIELD STUDIO, LLC AND MAY NOT BE DUPLICATED OR REPRODUCED WITHOUT THEIR CONSENT. TYPICAL BUILDING SECTION , COTTAGES # 1 , 3-20 TYPICAL BUILDING SECTION , COTTAGES # 1 , - 32021 SCALE: 1 /2 " SCALE: 1 /2 " BLDG SECTIONS Attachment 1 CC CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM ROOF ASSEMBLY 01, TYP ASPHALT COMPOSITE ROOFING 0/ ROOFING MEMBRANE 0/ STRUCTURAL SHEATHING (3/4 P.T. CDX) 0/ ENGINEERED TRUSSES K BLDG HEIGHT v THERMAL INSULATION (R49 BATT) 0/ P PEAK 28'-0 1/4" d X X X X X X X X N X X X X X X X X X X 1/2" GYP BD PEAK MID-PT ROOF IIV + 23'-8 1/2" \ / , \ / , \ / , --------_____----- k T.O18:TIP... 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TYPICAL BUILDING SECTION , COTTAGES # 1 , 3-20 (COTTAGE 2 SIM .) 1 SCALE: 1 /2 " BLDG SECTIONS Attachment 1 CC CENTERFIELD STUDIO, LLC 5392 TREE ST, LAKE OSWEGO OR, 97035 T:323.337.6967 / CENTERFIELDSTUDIO.COM •PEAK BLDG HEIGHT + 28'-2 1/4" I 25 FT MAX BLDG HEIGHT 25 FT MAX BLDG HEIGHT + PEA23'K 9 MID1/2 PT" ROOF ROOF ASSEMBLY 01,TYP ROOF ASSEMBLY 01, TYP ASPHALT COMPOSITE ROOFING O/ ASPHALT COMPOSITE ROOFING O/ ROOFING MEMBRANE O/ ROOFING MEMBRANE O/ STRUCTURAL SHEATHING (3/4 P.T. CDX) O/ 12Alhohb _ STRUCTURAL SHEATHING (3/4 P.T. CDX) O/ 12 ENGINEERED TRUSSES in ENGINEERED TRUSSES THERMAL INSULATION (R49 BATT) O/ 441111111104 Irl 12 THERMAL INSULATION (R49 BATT) O/ 12 I 1/2" GYP BD I 4 e 444SPE •64r.esp. lib 104 = 1/2" GYP BD // b 'I i��_�/� WW1 �/A OM 160W 'AINLIPi�i�i�i�IMI iIPAI�i�i�IA��i�i�i�i�(MI i�i�iWAINPill it fitt1111111MIPiIIiPAI iPAirt,.-10*, , "UNISIPPF 4100600* 12 111111,11ff%1 . . . . . .Tv ' � / T.O. 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TOP PLATE MAIN ® — ,� • M u+ 9'-9 1/4" EXTERIOR WALL ASSEMBLY 01, TYP i EXTERIOR WALL ASSEMBLY 01, TYP 1 IIFINISH PER EXT ELEV 0/ FURRING 0/ 111 ► FINISH PER EXT ELEV 0/ FURRING 0/ 001 BUILDING WRAP(HYDROGAP OR EQ) 0/ W BUILDING WRAP (HYDROGAP OR EQ) 0/ STRUCTURAL WALL SHEATHING O/ STRUCTURAL WALL SHEATHING O/ O I / I -� WOOD FRAMING PER STRUCTURAL WOOD FRAMING PER STRUCTURAL ►� � THERMAL INSULATION (R21 INTERMEDIATE) 0/' � �� THERMAL INSULATION (R21 INTERMEDIATE) 0/ FURRING WHERE OCCURS 0/ 1/2"GYP BD I == FURRING WHERE OCCURS 0/ ►' 1/2"GYP BD SCHEDULED OPENING PER PLAN �� Ow A ON a E DG EWOO D ;►1 = I� TYP BELOW GRADE RETAINING WALL ASSEMBLY = IL TYP BELOW GRADE RETAINING WALL ASSEMBLY �I11 l C ' III1 —I Q III II WATERPROOF MEMBRANE AND COLD JOINT BARRIER Q III=111III= WATERPROOF MEMBRANE AND COLD JOINT BARRIER O'lO J b —III—III SYSTEM, DORKEN DELTA DRAIN OR EQ 0/ p J - II III—III SYSTEM, DORKEN DELTA DRAIN OR EQ 0/ COTTAGES ' U : ° 91111 11111= °- I11I I—I1 eit 1—III—III REINFORCED CONCRETE RETAINING WALL 0/ U 11=III—III REINFORCED CONCRETE RETAINING WALL 0/ DINING ° 1111 111111 P.T. 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PLANTER MIX PER CWS APPENDIX A EVERGREEN SEDGE, 1/2 SPREADING CONTAINER (115 PLANT/100 ,/f, COTTAGE , STORM WATER FACILITY RUSH sF PLANTER) _,, f, TR , COTTAGE COTTAGE 03 02 01 GR 1 „ ACORUS GRAMINEUS 'OGON' MEDIUM GRASS GOLDEN VARIEGATED #1 339 • v i CONCH -�� 1/ lit, "AA • © SWEET FLAG liT:. �1 fj0//, r,,; Mill : ::::: . "� /� GR-2 wu BOUTELOUA GRACILIS 'BLONDE MEDIUM GRASS BLONDE AMBITION #1 328 230' EL. \-i V1: ` ,`�;,/ :: ri _ Are AMBITION' PP #22,048 BLUE GRAMA GRASS 41 � egi'�' ' COTTAGE �1 �.. GR-3 �i/_ MISCANTUS SINENSIS 'MORNING LIGHT' TALL GRASS MORNING LIGHT #1 136 0 ,_ , �I .��e SOD SOD MAIDEN GRASS e /111� ° CONC v, v, v, vr,�i> Z r' a i ::: �rr'r r'rf� '�v r a�mm a.�m'" CONC / :;B-ro rr'r-:e, 'i CBSin � r r/lv'� ��t ���� ��7 e NORTH GRND-1 `.a,�•a,.••�s-. EUONYMUS FORTUNEI GROUND COVER MOONSHADOW 2.5 CT 36" O/C 14 1 ni 1� /`� _ ti ti ti tia i.. ,I `� !QJJ) SOD , I, "� w 91 + + + 1: + TM, COURTYARD: •.s%�!`.:`%°� °� `� `� 'MOONSHADOW' WINTERCREEPER NN l f/`I COTTAGE T+ WF R n K r �� `� `.TR P NI"' L1 LANDSCAPE n �� ��� ��n aim STANDARD , 05 ,/ �� �, CONC CONC .41.. // m;� _, v, 11 v, .l: va v, v, v, �F v, ° CO >*/,'//'�,''/ // 'r,' �T• •PT li li IT I� �� �� �� �� �� • PL-1 HOSTA X RAINFOREST SUNRISE UI C�' PERENNIAL RAINFOREST SUNRISE #1 PER PLAN 26 r,,,r ,m �� SOD ��� HOSTA LLJ s '' N SOD 'TC SOD • 4 )itTo »»»»»»»»»>: SOD y �� - LLJ , COTTAGE , ,, , , _ ,..„ . , %,;�+ CONCgi 40, SH-1 LIGUSTRUM JAPONICUM 'TEXANUM' HEDGE / MEDIUM WAXLEAF PRIVET 2.5 GA. 36" 0/C 43 SCREENING PLANT, 3FT N � , , r .� �' � � SHRUB Q + ,'f''r''f''f'' '',''r CB F4 „ HIGH M I N ° ,14���;�r�� °�� 1' COTTAGE COTTAGE „.2, COTTAGE SH-2 „�� NANDINA DOMESTICA 'SEIKA' MEDIUM SHRUB HEAVENLEY BAMBOO #2 36" 0/C 72 _- ///:-It ,,/,, CONC 08 9 10 '�! 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LENGTH OF SCREEN /,/,, ��..� �� a��,� ���� ��;��, �� -rr ''s 's C 0 N C ��','', i- zii,o1 PARKING AREA y(���'%'' , GROUPING '1- LANDSCAPE PLAN GENERAL NOTES )I, ,f,,r 11 SEPARATION: C1I �,'%71/✓: . ', ;,-� < r 1. ALL GROUND AREAS TO BE COVERED WITH WOOD MULCH, UON. 1/-- SL 1 L2 LANDSCAPE r ii: STANDARD, SEE ALSO Ia �� �, ,�R, COTTAGE ;;;:-: , ® A/A100 SITE PLAN xx ; 14E D G E\A/OO D h �\ ' �,%�' SH-1 SH-1 DIAGRAM. ;f < �r �: �� COTTAGE �1) COTTAGE 9* COTTAGE ` 1 'r,,/ rrr r,,/, /, /, / nub "' �r ,, , 'r fr r , K 'r r'r r/. `er : 13 12 11 .,,, orr.�;`/ �IIII``,,r COTTAG E S a 'r''' CONC I illy d ,'f,�'► ',;%f,' COTTAGE 9270 SW EDGEWOOD ST. G�% 10„?p,ii, ,,/,? 15 SOD TR It. * �` " TIGARD, OR 97223 1 I �idY 4 ' ` j e/ ,ff. v: 1: SOD SOD S[4 C:<i s>: ° N ',r,t'' r,�t v , r :;A s: v� O' x 1%; / ,1 tat.. CB r,rr,r,, e, 4@4 * - 1 a CONC 0 • DATE r SOUTH J U LY 25, 2023 I / Il ri ., vc ' v,,. v, v, v, v, .Si. us. TR,., $ '' COURTYARD: r, ,r , r, r r, r -r, , '_� LANDSCAPE '.,v; / /�, �_„ _ - r , '��p � w- ( r� ,v ,v n niv - L1 \ r r �uuv r r'1G A; PHASE / „ _,,�,,,/, .� w„�.,,: ors �- : � `•/ -�»»:����� i� STANDARD LAND USE APPLICATION 4 1 W �,I,� iirr r Sao Soo ' SOD �-,'r, COTTAGE ' x REVISION NO / DATE __—t IV' P ///,/,-h SOD % f''f 16 '�0i FEBRUARY 01, 2024 ' CONC- O N C IR gam® A �_ N .— �,I'�4r/ , ''r'�l A�'�r, �tj , r r r,,,,v : IIII'r/r'r'rly,ri ' ,�, , 11 z ''f'' 'vy 'ma°" 'v COTTAG COTTAGE COTTAGE Ire,/,/r. CONC �* 18 SH-1 19 SH-1 20 I LGIn ti%;', COTTAGE + G % +/,''r 17 SOD % I \\\ �,;'' THIS DOCUMENT IS AN INSTRUMENT OF wir °. A i,��, r� .....IAIRAIRAIR �° „_ SERVICE AND THE PROPERTY OF I EXISTING TREES TO CENTERFIELD STUDIO, LLC AND MAY REMAIN, SEE NOT BE DUPLICATED OR REPRODUCED _ WITHOUT THEIR CONSENT. �r _ IIII �r � p CC + - ARBORIST REPORT I--- 1 1 la, 4 i I , , ,,, I c!) Ll LANDSCAPE P LA N LANDSCAPE PLANTING SCHEDULE 2 1 SCALE: 1 /16 " SCALE: 1 /16 " LANDSCAPE Attachment 1 S.W. EDGEWOOD STREET CC 49'-71/2" 30'-0" 51'-91/4" / 01 009: TR-1 010: TR-1 011: TR-1 0 ° Aill6L IIIII ..................... ;I;. 66 6 ' :; ; ' ''�4'' SOIL VOLUME CALCULATIONS <, . T _ ♦ .............................................................. .................... • 00 5' 0" \\\\\\\ \\\\\�``\!�`_\\��`\\\\\\\` — TREE SPECIES OPEN SOIL VOLUME COVERED SOIL TOTAL SOIL VOLUME TOTAL SOIL VOLUME CENTERFIELD STUDIO, L L C X • NUMBER (C.F.) VOLUME (C.F.) (C.F.) REQ D FOR 10 6 5392 TREE ST, LAKE OSWEGO OR, 97035 • Ii :;:;:;:;: o RIGHT OF WAY T:323.337.6967 / CENTERFIELDSTUDIO.COM L0 001 CASCARA 486 C.F. 537 C.F. 1,023 C.F. 500 C.F. 10'-6' R.O.W. :' ;\ 002 CASCARA 408 C.F. 459 C.F. 867 C.F. 500 C.F. : 003 CASCARA 408 C.F. 459 C.F. 867 C.F. 500 C.F. 44 .\ he" a 004 CASCARA 585 C.F. 654 C.F. 1,239 C.F. 500 C.F. A ;\ 005 CASCARA 570 C.F. 585 C.F. 1,155 C.F. 500 C.F. co :\ ' • o :;,;.; 006 CASCARA 408 C.F. 414 C.F. 822 C.F. 500 C.F. 4 008: TR-1 :�\ \ a 007 CASCARA 408 C.F. 414 C.F. 822 C.F. 500 C.F. N 008 CASCARA 756 C.F. 765 C.F. 1,521 C.F. 500 C.F. 230' EL. 1 `` 009 CASCARA 744 C.F. 744 C.F. 1,488 C.F. 500 C.F. .\ 010 CASCARA 450 C.F. 450 C.F. 900 C.F. 500 C.F. I illa ': : \� 011 CASCARA 777 C.F. 777 C.F. 1,554 C.F. 500 C.F. 4 \ III I A ' 012 WHITE ALDER 1,491 C.F. 1,491 C.F. 1,000 C.F. 007LT -1 .':'''•\ 7013 WHITE ALDER 1,461 C.F. - 1,461 C.F. 1,000 C.F. .k. N ll . 014 WHITE ALDER 1,017 C.F. - 1,017 C.F. 1,000 C.F. N * is - _411 • • All- 0 015 WHITE ALDER 1,092 C.F. 1,092 C.F. 1,000 C.F.0 _ - \ \ 1 :\ ;;.;, LANDSCAPE SOIL VOLUME LEGEND 11 LLI 006: TR-1 : :: •7 \ :' ;'•':'::I OPEN SOIL VOLUME Ali ° LLJ Ok.NI - � COVERED SOIL VOLUME o ? '_ •' ::.i 1 • :� eta -f; ,.z� , 005: TR-1 :**.*'• t*' •1514:t t:tvit,:::4411i,:, ,(0.,:::4,. It 7 --tz r0.1, Nt.-0.: :\ I :•,\ SIDEWALK OPEN SOIL VOLUME AI 44 :•\ ROOT BARRIER PER MANUFACTURER'S ;:\ _ ;\ � o SPECIFICATIONS \ 014: TR�2 :\ = N CURB c� '/� STANDARD COVERED SOIL VOLUME SPECIFICATIONS: \ 013: TR-2 2 PART 1. COVERED SOIL MATERIALS �/ \ � p 4 A' :••': :':•:':':'•::':.*:•.::':':'• �� L'. A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: g\AY20' 1 1/4" I I A. . / % 17' 11 3/4' I. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH; AS II. LOAM/ORGANIC TOPSOIL; 0000000000c o0000 \/ \ 11a �I 11 1= \ 0°00°0°000000° 00°00° SHOWN v. III. SOIL BINDER SUCH AS_ STABILIZER AND o 0 0 0 0 0 0 0 0 0 — — �l/ f f 7 c7 f �x o 0 0 0 0 0 0 0 0 0 0 Q \\ o 0 0 0 0 0 0 0 3 0 0 0 0\\//\\ 11 III IIII IIIIIII I <,.- IV. WATER. 0 0 0 0 0 0 o c o 0 0 20'-6 1/2" 17'-11 3/4' o000000000000000000000000000 lli 114r 14 -71 - 1r- 1 o 0 0 ° o 0 0 0 0 0 0 o n o II I I I I I I I 11— I I 1 1 1— ›e, PART 2. PROPORTIONS OF COVERED SOIL MATERIALS _ III STREET 11111 111 11I 1 111111 11 11\ A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: III—I —I —I ;; 012: TR-2 015: TR-2 COMPACTED SUBGRADE • \ COVERED SOIL VOLUME PER o _ CITY SPECIFICATIONS DRAINAGE • ;; ;;; :;:Q;:; N :' :': :o AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY I~RIGHT OF WAY WIDTH AS SHOWN \ • oOF COVEREDSOILOF COVEREDSOIL ;\ ; � MATERIAL __ ;\\ . 1 Er)N _ STREET TREE WITH COVERED SOIL DETAIL CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS .;\ ;;I NOT TO SCALE \ E; :1 - TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD ' 11 \ 11 op 11 `� co SOIL BINDER 13.7 OZ 4 LBS 1 004: TR- . ` i WATER 1.6 GALLON 46 GALLONS :• — E DG E\/\/O 0 D ::i:i':':' REMOVAL, STORING, AND AMENDED SOILS FOR PLANTER AA ::; B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT AREAS: \ :;; OF WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER :•:•:• USED SHALL BE DETERMINED DURING MIXING. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER : ITCOTTAG ES A AREAS AND EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE 003: TR-1 ': PART 3. COVERED SOIL MIXING PROCEDURES SIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO N I% PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO 9270 SW EDG EWOOD ST. p 4 0, 11 I A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END RESULT IS TO BE A MATERIAL THAT IS PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES °' a N ` DETERMINEM BATCH SIIZELY BLENDED OGETHER.AND QUANTITIES D N OF EACH MATERIALT BATCH IN Q IES THAT WILL NEEDED FOR HOT AE ATCH. THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. AND STRUCTURAL FILL.STOCKPILE EXCAVATED TOISPOSE PSOIL OIL IOF DEBRIS N APPROVEDND SUBSOIL.AREA OFF SITE. TIGARD OR 97 223 ' B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. A • ; Ix ; C. ADD ALL OF THE TOPSOIL MATERIAL. EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE ::: 111 D. ADD THE SOIL BINDER. DETERMINED BY THE LANDSCAPE ARCHITECT AND APPROVED DATE O I E. ADD HALF OF THE ESTIMATED WATER. BY THE CITY ARBORIST. SOIL MIXING SHALL BE DONE IN 0 J U LY 25, 2023 •.• F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. DESIGNATED AREAS OR IN THE SUPPLIERS YARD. MIX 1 ...;. + ' 11 G. MIX THE MATERIAL TOGETHER. AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE 002: TR-1 ::'''•'•: 1110 H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED CONDITION ONLY; DAMP AND NOT MUDDY WITH ADEQUATE PHASE 111 .. ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. MOISTURE TO BREAK INTO CLODS WHEN TURNED AND WILL LAND USE APPLICATION o I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK NOT LEAVE A MUD STAIN ON THE HAND WHEN SQUEEZED. ,A ` AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF CONTRACTOR TO PROVIDE CERTIFICATE OF CONTENT AND N :: 11110 , TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE MIXTURE. PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY REVISION NO / DATE J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. PRIOR TO INSTALLATION. FEBRUARY 01, 2024 ;: ` IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. :\ :;;;\ � BLENDED SOIL PLACEMENT AND COMPACTION: \ �' \1 PART 4. PLACEMENT OF COVERED SOIL •..• I SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. :� ;;;;, A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT STORE MATERIALS UNPROTECTED FROM PLACE SOIL IN LAYERS OF NOT MORE THAN 12" IN DEPTH. RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER PROVIDE 3 PASSES WITH A 2" COMPACT PLATE VIBRATING 001: TR-1 '• A \ GRADING, ALLOW MATERIAL TO DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. COMPACTOR. COMPACT TO 80-85% MAXIMUM DRY DENSITY AS \ A B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE ARCHITECTAND/OR PROJECT ENGINEER BEFORE MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR �n ' STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS INCORRECT GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE SPECIFIC BLENDED SOIL MIXES. - A M .,.! IS CORRECTED PRIOR TO BEGINNING PLACEMENT OF COVERED SOIL. THIS DOCUMENT IS AN INSTRUMENT OF :..i:: C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB-GRADE ELEVATIONS SHALL SLOPE PARALLEL TO 1 ° ;:;; THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION SERVICE AND THE PROPERTY OF 1 WITH APPROVED FILL AND COMPACT TO THE REQUIRED SUB GRADE COMPACTION. CENTERFIELD STUDIO, LLC AND MAY ;.;,;, ' Ix D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO THE REQUIRED PERCENT OF MAXIMUM IA A :':':': ( DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD NOT BE DUPLICATED OR REPRODUCED f; _ :'••••••• 0 _ - lik- _ _ _ - ilk DURING DELAY. TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT WILL BE THE BEDDING WITHOUT THEIR CONSENT. 1 5'-0" ,. 5'-6" + + + Oft o+ �' - FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY / ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. 10 b" E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY PROTECT THE COVERED SOIL MATERIAL FROM R.I.W.F .1 I I CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. CD L2 STREET & PARKING LOT TREE SOIL VOLUME AREA SITE PLAN LANDSCAPE SOIL VOLUME TABULATIONS 21 SCALE: 1 /16 ,� SCALE: 1 /16 " LANDSCAPE Attachmgpt 1 W w W 4 C I) N T O'' UCTI • N DI) 0 CU \ 0 FNT F 0 D• a w '''." � z 270 EDILE \ V000I HT , TILAD! Dt , 00! ! 722 : , , H; g U TAX LOT 1800 ; MAP 2S , 1W, 02DC ; LOCATED IN SECTION 02 , TOWNSHIP 2 SOUTH , RANGE 1 WEST , OF THE WILLAMETTE ic MERIDIAN , IN THE CITY OF TIGARD , COUNTY OF WASHINGTON , AND STATE OF OREGON V] M O N -O � � O r m ' — f v ;IV 1 v! i 'Z24 PROJECT TEAM 9 Fanno c� •{' Creek Park . Ti gars ` o x \, t r�s r Fanny Creek- ir�r� H 0. w �. / ARCHITECT LAND SURVEYOR �_ 5 �f;; •:LpLnoreu e,!c �Q�D PROF e s OW CENTERFIELD STUDIO CENTERLINE CONCEPTS LAND SURVEYING , INC. S� , N ``sso t�. ,°t y lenro �c'.f a 5392 TREE ST � ROOSRPE �j �� f r 19376 MOLALLA AVE, SUITE 120 PRELIMINARY �_' %�sf LAKE OSWEGO, OR 97035 OREGON CITY, OR 97045 3-05-2024 5�' sW Omaratt `� ATTN : DONNIE SCHMIDT ATTN : TBD ‘4145: • �� sWav��1st �_, T: (323) 337-6967 T: (503) 650-0189 ,;;, RENEWS: 12-31-2023 PROJECT E: DONNIE@CENTERFIELDSTUDIO.COM - AREA SW Regina Ln NOT FOR PERMIT SW Edgewood St : _ a CIVIL ENGINEER GEOTECH ENGINEER ::� j TM RIPPEY CONSULTING ENGINEERS, INC. HARDMAN GEOTECHNICAL SERVICES INC. h�rllvieev Ct a ^0 3 SW 87 t, Wt L Art 2 svti'bh 7650 SW BEVELAND RD, STE 100 10110 SW NIMBUS AVE ST. B-5 SIN SW Merlyr`� �1 W J "sw McDonald St S TIGARD, OR 97223 PORTLAND, OR 97223 0 ATTN : CHRISTOPHER DESLAURIERS ATTN : TBD Q C7) Colony Creek I— 0 Cr)_ SW Elrosesr SWElroseCt Estates 'S Coh T: 503-443-3900 F: 503-443-3700 T: (503) 530-8076 H 0 N a cal x O 5° (` U w � y UTILITY CONTACTS 0 C� O SW Mour'taln J View In t a) _ W ct u a > SW Greensward k-n SWhibilee = _2 Q LIGHTING (POWER SOURCE) GAS 0 Q}' L '^ 6 SW View Thr v SW View Ter y o vJ �010ooklyn Ln N a ~' TBD N � � � TBD o � SW Inez St i SW Inez St s� ATTN : TBD ATTN : TBD Lii N ., rr s - T: TBD T: TBD 0 VICINITY MAP E: TBD E: TBD W DATA/TELE/COMM — _ TBD �/ X014� --- -------sT -L-- -I XG XO L-----X XG XOH XG - OH XO QUO - XOH a�---�A------XOH — XSAN AN XSAN_ XSAN _ XSAN XSAN �` XS N XSAN XSAN O XSAN ATTN : T B D �pN ( -- STM (4o' asrna ,O c or-1fAY)STMI� (0L S Ii_ —Si- S'IITI�Ir elf = T: T B D TR X8 G1T — -8MTR --- --- rn l XW1R XWTR XWTR �w %; —I = — �� E: TBD 1 - I— (,) �® I W cc 1(7)Qrf COTTAGE r COTT02AGE 01 2 -T CO O ® l - COTTA02 //// °` I I I I ®H - I W E • P - 1 mg:GE -1 / ``'INA414+1(111 :. / / 0 41 ie ie _ L - Lo ri 1 i. 0 _. _ _ Z Cr , cororeAGE , L I ', I ,1 - - - _ I A A ul � � ■ ,o 0.mE 2 ONSITE CIVIL DRAWING LIST (4 ,0 IL II F c"G , _ ' PAGE NO. SHEET NO. SHEET TITLE I I i & _ \ T�- - 1 C1 .0 COVER SHEET NOTICE TO EXCAVATORS: I ;1 IY •FP2 P3 P4 P5 P6 P7 P6 P9 Plimmik- I ATTENTION: OREGON LAW REQUIRES YOU � - R 2 C1 .1 CIVIL NOTES I I TO FOLLOW RULES ADOPTED BY THE - SERMCE 3 C1 .2 LEGENDS & ABBREVIATIONS OREGON UTILITY NOTIFICATION CENTER. I O >F /), AREA ,�I > p!/N THOSE RULES ARE SET FORTH IN OAR I Q \ T sT �,^ X 4 C1 .3 EXISTING CONDITIONS 952-001-0010 THROUGH OAR — — 11r =A ° RZ\ ® 5 C1 .4 DEMOLITION PLAN 952-001-0090. YOU MAY OBTAIN z 19S P17 P1• . , P15 P14/ P13 P12 P„ 1 _ COPIES OF THE RULES BY CALLING THE I __ , o __o 0 o I CENTER. d 6 C2.0 OVERALL SITE PLAN - —I (NOTE: THE TELEPHONE NUMBER FOR z "� 7 C2.1 NORTH DIMENSIONED SITE PLAN THE OREGON UTILITY NOTIFICATION I A ® � "" COTTAGE U) COTTAGE • I 8 C2.2 SOUTH DIMENSIONED SITE PLAN CENTER IS 503-232-1987). o � $ ` " 11 IP 1 11 I 1 9 C2.3 OVERALL UTILITY PLAN POTENTIAL UNDERGROUND FACILITY OWNERS i ' ^ I -- ) r< 10 C2.4 NORTH UTILITY PLAN D1 f T.M. RIPPEY + ' ®� w II 1 11 C2.5 SOUTH UTILITY PLAN Safely.y ©CONSULTING ENGINEERS INC. 2022, ALL RIGHTS RESERVED �* lI c "� I Call the Oregon One-Call Center THESE DRAWINGS ARE THE PROPERTY OF 12 C2.6 OVERALL GRADING PLAN TM RIPPEY CONSULTING ENGINEERS INC. N I COTTAGE "� z I DIAL 811 or 1-800-332-2344 AND ARE NOT TO BE USED OR REPRODUCED • I< COTTAGE IN ANY MANNER EXCEPT WITH THE PROPER ao 13 C2.7 NORTH GRADING PLAN WRITTEN PERMISSION OF T.M. RIPPEY I j 0 1 COiiA°E CONSULTING ENGINEERS INC. ro I , /+ _� I 14 C2.8 MIDDLE GRADING PLAN DATE: EMERGENCY TELEPHONE NUMBERS 7��� O `,/ * '* t V ` I DRAWN B: RTN �° 'x\ r\ - - 15 C2.9 SOUTH GRADING PLAN NW NATURAL GAS - - Al _ 16 C3.0 CIVIL DETAILS M-F 7am-6pm 503-226-4211 Ext.4313 sxEET DBY: CJD I 17 C3.1 CIVIL DETAILS AFTER HOURS 503-226-4211 GRAPHIC SCALE PGE 503-464-7777 cal 40 0 20 40 80 160 18 C3.2 CIVIL DETAILS CENTURYLINK 1-800-573-1311 1 OVERALL SITE MAP 19 C3.3 CIVIL DETAILS CITY BUREAU OF MAINTENANCE 503-823-1700 C I ■ 0 o CITY WATER 503-823-4874 N C1 .0 SCALE: 1" = 40' ( IN FEET ) 20 C3.4 CIVIL DETAILS VERIZON 1-800-483-1000 1 OF 20 L;.a 1 inch = 40 feet TMR PROJECT No.: I 22615 Attachmgpt 1 I4 CIVIL NOTES w 14W z 01.0 GENERAL COURSES. REFER TO THE TYPICAL UTILITY CONDUIT TRENCH AND OPERATED. PROVIDE TRACER WIRE AND WARNING TAPE FOR ALL OF WATER PIPE IS REQUIRED. 12.0 CONSTRUCTION OBSERVATION, INSPECTION AND TESTING a PAVEMENT DETAILS. PLASTIC UTILITY LINES. 32. BLOW-OFF ASSEMBLIES ARE REQUIRED AT ALL DEAD-END PRIVATE 12.1 GENERAL a 1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE 26. ASPHALTIC CONCRETE (A.C.) PAVEMENT SHALL BE A LEVEL 4 HMAC 3. ALL PRIVATE CATCH BASINS, AREA DRAINS, STORM DRAIN PIPE, WATER LINES. P DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SUPER PAVE WITH AN ASPHALT CONTENT PER OREGON DOT SANITARY SEWER PIPE AND WATER PIPE AND APPURTENANCES SHALL 33. ALL PRIVATE WATER LINES SHALL BE FLUSHED, PRESSURE TESTED 1. INDEPENDENT TESTING LAB TO BE RETAINED BY OWNER TO PROVIDE /� SHOWN. CLASSIFICATION AND APPROVED JMFM FOR ALL LIFTS. PAVEMENT MEET THE REQUIREMENTS OF THE LATEST INTERNATIONAL PLUMBING AND DISINFECTED PER AWWA C600, SECTION 4 AND AWWA C601. INSPECTIONS AND SPECIAL INSPECTIONS AS DESCRIBED HEREIN. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SHALL BE PLACED ONLY ON DRY, CLEAN AND PROPERLY PREPARED CODE AS APPLICABLE. 34. ALL WATER LINE CROSSINGS WITH SANITARY SEWER SHALL COMPLY 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PROVIDE ON DRAWINGS AND IN FIELD. NOTIFY OWNER'S REPRESENTATIVE OF ANY SURFACES, AND WHEN CONDITIONS MEET THE SPECIFICATIONS AS 4. ALL CONNECTIONS TO EXISTING PUBLIC STORM SEWER, SANITARY WITH APPLICABLE DEQ AND OREGON STATE HEALTH DIVISION RULES SITE ACCESS TO ALL REQUIRED INSPECTIONS AND NOTIFY U DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. SET FORTH IN THE MOST RECENT EDITION OF THE OREGON DOT SEWER AND WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS AND REGULATIONS RELATING TO VERTICAL AND HORIZONTAL GEOTECHNICAL ENGINEER AND TESTING LABS IN TIME TO MAKE SUCH 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE FOR ALL SPECIFICATIONS. ALL NEW PAVEMENT AREAS SHALL CONFORM TO PERMIT AND INSPECTION BY THE CITY OF TIGARD AND THE TIGARD SEPARATION. INSPECTIONS AND ALL NECESSARY REINSPECTIONS. o NECESSARY TRAFFIC CONTROL PLANS, TEMPORARY SHORING AND THE TYPICAL PAVEMENT SECTION DETAIL. ALL A.C. PAVEMENT TO BE WATER DISTRICT AS APPLICABLE. 35. ALL NEW AND EXISTING MANHOLE RIMS, CATCH BASIN RIMS, 3. CONTRACTOR: DO NOT COVER WORK REQUIRED TO BE INSPECTED ,, ,4 OTHER INCIDENTAL WORK NEEDED FOR THE COMPLETION OF THE COMPACTED TO 91% OF MAXIMUM DENSITY PER ASTM D2041 FOR 5. PRIVATE SANITARY SEWER LATERALS SHALL COMPLY WITH THE CLEAN-OUTS AND OTHER INCIDENTAL STRUCTURES SHALL BE OR REINSPECTED PRIOR TO INSPECTION BEING MADE. IF WORK IS '� M o WORK. FIRST LIFTS LESS THAN 3-INCHES AND 92% COMPACTION SHALL BE REFERENCED PUBLIC STANDARDS AND DRAWINGS FOR PUBLIC LOCATED AND ADJUSTED TO FINISH GRADE OR AS OTHERWISE COVERED, UNCOVER AS NECESSARY. -d P o 4. WHERE REFERENCE IS MADE TO IBC, ASTM, AISC, ACI OR OTHER REQUIRED FOR SUBSEQUENT LIFTS. SANITARY SEWER. LAY THE `T' AT A 2% SLOPE. INDICATED ON THE DRAWINGS. 4. INSPECTORS SHALL PROMPTLY NOTIFY THE CONTRACTOR PRIOR TO > o • m STANDARDS, THE LATEST ISSUE AT THE BUILDING PERMIT DATE SHALL 27. ALL JOINTS BETWEEN A.0 AND CONCRETE STRUCTURES MUST BE 6. CAST IRON SANITARY OR STORM DRAIN PIPE AND JOINTS SHALL BE 36. PRECAST CONCRETE UTILITY VAULTS: LEAVING THE SITE AND OWNER'S REPRESENTATIVE OF , x ,-) M APPLY. TACKED WITH BITUMASTIC. NO EXCEPTIONS ALLOWED. HUBLESS, SERVICE WEIGHT, AND MEET THE REQUIREMENTS OF CISPI A. REINFORCED PRECAST CONCRETE UTILITY VAULTS SHALL BE SUBSTANDARD WORK AND PROVIDE A COPY OF ALL REPORTS TO THE 3 0 o 5. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE 28. ALL PORTLAND CEMENT CONCRETE PAVEMENT SHALL HAVE A 28 DAY 301. JOINTS SHALL BE MECHANICAL CLAMP RING TYPE, STAINLESS APPROVED BY THE OREGON STATE PLUMBING BOARD. PROVIDE OWNER, ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING o o .. PROJECT SPECIFICATIONS, THE "INTERNATIONAL BUILDING CODE" MINIMUM ULTIMATE STRENGTH OF 4000 PSI. PROVIDE A MINIMUM OF STEEL EXPANDING AND CONTRACTING SLEEVES WITH FULL CIRCLE COMPLETE ASSEMBLIES FOR INSTALLATION INCLUDING INLET AND OFFICIAL. r `(° H a w (IBC), THE INTERNATIONAL PLUMBING CODE (IPC)AND THE (4)TEST CYLINDERS IN ACCORDANCE WITH CURRENT IBC AT EACH NEOPRENE RIBBED GASKETS FOR POSITIVE SEAL. COUPLINGS AND OUTLET PIPING. 5. CONTRACTOR TO NOTIFY CIVIL ENGINEER WHEN UTILITY WORK PROVISIONS OF "STANDARD SPECIFICATIONS FOR HIGHWAY POUR. SHIELDS TO BEAR THE MANUFACTURER'S REGISTERED INSIGNIA. B. GRADE RINGS: PROVIDE MANUFACTURER'S STANDARD PRECAST BEGINS AND FOR OBSERVATION OF BASE ROCK PRIOR TO PLACING CONSTRUCTION", 2021 EDITION, OREGON STATE HIGHWAY DIVISION A. MINIMUM MIX REQUIREMENTS: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. CONCRETE GRADE RINGS FOR ADJUSTING VAULT LIDS TO FINISH FINISH CURBS OR PAVEMENTS. , <Q\�\) PROiSss (OSHD), AS AMENDED BY ALL OTHER STATE AND LOCAL CODES, I. CEMENT CONTENT PER YARD: 5 SACKS. 7. PVC SANITARY SEWER OR STORM DRAIN PIPE SHALL BE ASTM D3034, GRADE. �S 0 ' '`' E. /0 JURISDICTIONS, PERMITS, AND BUILDING REQUIREMENTS THAT APPLY. II. MAXIMUM WATER/CEMENT RATIO: 0.45. FLY ASH MEETING ASTM SDR-35. COMPATIBLE ASTM D3034 FITTINGS MUST BE USED WITH C. MINIMUM STRUCTURAL REQUIREMENTS: 12.2 SPECIAL INSPECTIONS (4, � ROOSRPE ,--- THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION C618 AND WITH LOSS ON IGNITION LESS THAN 3% MAY BE ADDED ASTM D3034 PIPE. ALL ASTM D3034 PIPE USED MUST BE OF I. CONCRETE: 28 DAY COMPRESSIVE STRENGTH FC = 4500 PSI PERMITS AND SUBMIT TRAFFIC CONTROL PLANS PRIOR TO TO THE CEMENT, BUT NOT MORE THAN 15% BY WEIGHT. WATER-TIGHT JOINTS AND TESTED FOR ROUNDNESS AFTER BACKFILL. II. REBAR: ASTM A-615 GRADE 60. 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN PRELIMINARY PROCEEDING WITH WORK. III. SLUMP: 3 INCH TO 4 INCH. DEVIATING FROM DESIGN SLUMP +1/2 PROVIDE PRESSURE TEST. PROVIDE TV VIDEO TAPE IF SO REQUIRED III. MESH: ASTM A185 GRADE 65. INDEPENDENT SPECIAL INSPECTOR PER SECTION 1701 OF THE 3-05-2024 6. EXISTING UTILITIES, SITE AND TOPOGRAPHIC INFORMATION SHOWN INCH TO -1 INCH. WHEN CONCRETE IS TO BE PUMPED, ADD BY THE JURISDICTION HAVING AUTHORITY. IV. STEEL: ASTM A36 GRADE 36. INTERNATIONAL BUILDING CODE (IBC) FOR THE FOLLOWING: ; "motif ' y.HEREON ARE BASED ON RECORD DRAWINGS PROVIDED BY OR MADE PLASTICIZERS MEETING ASTM C494 AND PROVIDE A NEW MIX 8. PERFORATED PVC SEPTIC DRAINFIELD PIPE SHALL BE PER ASTM V. GALVANIZING: ASTM A-123-89 AND A-153-87 (HOT DIPPED). A. SOILS: SAVAILABLE BY THE OWNER. THE CONTRACTOR IS REQUIRED TO FIELD DESIGN. DO NOT ADD WATER. D2729 WITH SOLVENT WELD JOINTS. VI. STEEL DESIGN: AISC MANUAL OF STEEL CONSTRUCTION, 9Th I. FOUNDATION EXCAVATION TO BE OBSERVED BY OWNER'S `"• DES VERIFY THE LOCATION OF EXISTING FEATURES AND UTILITIES PRIOR IV. ADMIX: PROVIDE WATER REDUCING ADMIX (MASTER BUILDERS)AND 9. PVC SANITARY SEWER PRESSURE (FORCE MAIN) PIPE SHALL BE EDITION. GEOTECHNICAL ENGINEER FOR FIELD VERIFYING FOUNDATION TO CONSTRUCTION, AND SHALL ARRANGE FOR THE RELOCATION OF REDUCE WATER USED BY 10% MINIMUM FOR ALL SLABS. SCHEDULE 40 PER ASTM D1784 WITH SOLVENT WELD JOINTS PER VII. CONCRETE DESIGN: ACI-318-89 BUILDING CODE. DRAINAGE AND DEWATERING RECOMMENDATIONS. RENEWS: 12-31-2023 ANY IN CONFLICT WITH THE PROPOSED WORK. MINOR ADJUSTMENTS V. AIR ENTRAINMENT: PER ACI 301 AND 306 AT ALL EXTERIOR SLABS ASTM D1785. • ASTM C-857 MINIMUM STRUCTURAL DESIGN. II. NATIVE SUBGRADE SURFACE TO BE PROOF-ROLLED AND - BASED ON FIELD CONDITIONS SHALL BE MADE BY THE CONTRACTOR AND FLAT WORK, 5.5%AIR MINIMUM. 10. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAIN PIPE AND • LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER OR HIS NOT FOR PERMIT AT NO ADDITIONAL COST TO THE OWNER. LOCAL COUNTY AND CITY VI.ALL ADMIXTURES TO BE COMPATIBLE FROM SAME MANUFACTURER. ASSOCIATED HDPE FITTINGS SHALL MEET THE REQUIREMENTS OF STRUCTURES. REPRESENTATIVE PRIOR TO PLACEMENT OF ALL FILL OR BASE RECORD DRAWINGS SHOULD BE REVIEWED BY THE CONTRACTOR FOR B. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. ASTM D 3350 OR ASTM 1248, TYPE III, CLASS C, CATEGORY 4, GRADE VIII. LOADS: AASHTO H-20 16 KIP WHEEL LOAD WITH 30% ROCK MATERIALS UNDER OR WITHIN 5 FEET OF ALL PAVEMENT AND THIS PURPOSE. THE EXISTENCE AND LOCATION OF EXISTING C. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE P33. 4 INCH TO 10 INCH PIPE SHALL MEET AASHTO M252 TYPE S; 12 IMPACT (10"X20" FOOTPRINT) BUILDING AREAS. DURING WET WEATHER CONSTRUCTION WHEN FEATURES ARE NOT GUARANTEED. ADDITIONAL UNDERGROUND EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY INCH TO 36 INCH PIPE SHALL MEET AASHTO M294 TYPE S; 42 INCH TO • AASHTO LIVE LOAD SURCHARGE (2' SOIL) 8' DEPTH PROOF-ROLL OF NATIVE SUBGRADE MAY NOT BE APPROPRIATE (AS UTILITIES MAY EXIST. THE ENGINEER ASSUMES NO RESPONSIBILITY COATED. 48 INCH SHALL MEET AASHTO MP6-95, TYPE S; AND 54 INCH TO 60 INCH • EFFECTIVE SOIL PRESSURE ABOVE WATER TABLE - 80 P.C.F. DETERMINED BY GEOTECHNICAL ENGINEER), PROVIDE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OBTAINED D. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON SHALL MEET AASHTO M294, TYPE S. JOINTS SHALL BE BELL AND • EFFECTIVE SOIL PRESSURE ABOVE WATER TABLE -45 P.C.F. PROOF-ROLL OF ALL BASE ROCK SURFACES PRIOR TO PLACEMENT �^ FROM RECORD DRAWINGS OR INFORMATION PROVIDED BY OTHERS, PLANS. IN AREAS WHERE JOINTS ARE NOT SHOWN, INSTALL IN SPIGOT COUPLINGS, OR EQUIVALENT, AND CONFORM TO ASTM D3212. IX. SOIL COVER: 1'-6" MINIMUM WITH WATER TABLE 3'-0" OF ANY FINISH PAVEMENTS. V, IMPLIED OR OTHERWISE. SQUARE PATTERN AT 15' ON CENTER EACH WAY MAXIMUM. INSTALL INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 WITH BELOW FINISHED GRADE. III. DURING THE PLACEMENT OF ALL FILL, INCLUDING TRENCH W 7. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW JOINTS AT ALL RE-ENTRANT CORNERS. EXCEPTION THAT MINIMUM COVER IN TRAFFIC AREAS SHALL BE 18 • 5'0" MAXIMUM WITH WATER TABLE 3'-0" BELOW FINISHED GRADE BACKFILL AND BASE BELOW PAVEMENTS AND BUILDINGS, Il RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER. THOSE E. PROVIDE 1/4" PREMOLDED EXPANSION JOINT MATERIAL BETWEEN INCHES. • 0' MINIMUM WITH WATER TABLE BELOW BOTTOM OF VAULT. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO VERIFY �•/ RULES ARE SET FORTH BY OAR 952-001-0010 THROUGH OAR SLABS AND WALLS THAT ARE NOT DOWELED TOGETHER, AND 11. ABS SCHEDULE 40 SOLID WALL PLASTIC PIPE AND FITTINGS MEETING • 5'-0" MAXIMUM WITH WATER TABLE BELOW BOTTOM OF VAULT. THAT MINIMUM COMPACTION REQUIREMENTS ARE MET. PROVIDE Q CO 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE AROUND COLUMNS THAT DO NOT HAVE SLAB BLOCKOUTS. REQUIREMENTS OF ASTM D 2661 JOINED WITH PIPE CEMENT MEETING D. ACCEPTABLE MANUFACTURERS: TEST FOR EACH 40 CUBIC YARDS PLACED. H 0 Cr) CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS 31. ON-SITE HANDICAP/DISABILITY ACCESS ROUTES SHALL COMPLY WITH REQUIREMENTS OF ASTM 2235. I. UTILITY VAULT COMPANY, WILSONVILLE, OREGON IV. GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO OBSERVE O CN N ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST THE AMERICANS WITH DISABILITIES ACT (ADA), STATE AND LOCAL 12. DUCTILE IRON PIPE: AWWA C-151, CLASS 52, WITH GASKETED BELL & II. ENGINEER PRE-APPROVED EQUAL MEETING SAME OR ALL PROOF ROLLS. O g NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE REGULATIONS. NOTIFY ARCHITECT AND ENGINEER PRIOR TO SPIGOT JOINTS, SEAL COATED PER AWWA C-104. BETTER REQUIREMENTS. THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. INSTALLING FINISH PAVEMENT IN CONFLICT WITH ADA REQUIREMENTS. 13. GALVANIZED STEEL PIPE SHALL BE OF SCHEDULE 40 CONFORMING TO CONTACT: HARDMAN GEOTECHNICAL SERVICES, INC. r , CALL (800) 332-2344. CONTRACTOR TO VERIFY GRADING OF ADA PATHS OF TRAVEL AND ASTM A120 AND AWWA C800 ZINC-COATED INSIDE AND OUTSIDE BY SCOTT L. HARDMAN, P.E., G.E. v W O 8. CONTRACTOR SHALL CAREFULLY MAINTAIN BENCHMARKS, PROPERTY PARKING STALLS AND CONTACT ENGINEER OF RECORD FOR ADDITION THE HOT-DIP PROCESS CONFORMING TO ASTM B6 AND ASTM A120. 10110 SW NIMBUS AVENUE, SUITE B-5 0 CORNERS, MONUMENTS, AND OTHER REFERENCE POINTS. IF SUCH WORK IF EXISTING GRADING IS FOUND NOT TO MEET CODE 14. REINFORCED CONCRETE STORM DRAIN PIPE AND FITTINGS SHALL PORTLAND, OREGON 97223 0 Q POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION REQUIREMENTS. IN GENERAL: CONFORM TO THE REQUIREMENTS OF ASTM C76, CLASS IV. PROVIDE (503) 530-8076 O W Ct ACTIVITIES, THE CONTRACTOR SHALL PAY FOR THEIR REPLACEMENT A. MAXIMUM CROSS SLOPE OF ANY PAVEMENT PERPENDICULAR TO WATER TIGHT JOINTS USING RUBBER RING GASKETS. O Q BY EMPLOYING A PROFESSIONAL LAND SURVEYOR TO RESET DIRECTION OF TRAVEL IS 2.0%. 15. BURIED EXTERIOR PERFORATED FOUNDATION DRAIN PIPE WITH B. PAVEMENTS: PROPERTY CORNERS AND OTHER SUCH MONUMENTS. B. MAXIMUM SLOPE OF WALKWAYS IN DIRECTION OF TRAVEL IS 5.0%. CONTINUOUS FILTER FABRIC SOCK SHALL BE "ADS DRAINGUARD" OR I. VERIFY COMPACTION OF ASPHALT PAVEMENTS. 9. CONTRACTOR TO COORDINATE AND PROVIDE INSTALLATION AS C. FOR RAMPS, THE MAXIMUM SLOPE IS 8.33% AND MAXIMUM RISE PVC SCHED 40 PERFORATED PIPE WITH SOLVENT WELD JOINTS. II. VERIFY ULTIMATE STRENGTH, REINFORCEMENT SIZE, PLACEMENT CDI- NECESSARY OF ALL PUBLIC AND PRIVATE UTILITIES FOR THIS BETWEEN LANDINGS IS 30 INCHES, HANDRAILS ARE REQUIRED INSTALL DRAIN PIPE AT 0.5% SLOPE UP FROM BOTTOM OF FOOTING IN AND GRADE OF CONCRETE PAVEMENTS. W N PROJECT INCLUDING WATER SERVICE, SANITARY SEWER SERVICE, EACH SIDE OF ALL RAMPS WITH SLOPE GREATER THAN 5%. EACH DIRECTION AROUND THE BLDG FROM THE BACKWATER C. STORM DRAIN AND SANITARY PIPE: (n Q) STORM DRAIN, ELECTRIC POWER, COMMUNICATIONS, CABLE TV, D. MAXIMUM SLOPE OF CURB RAMPS AND WINGS OF CURB RAMPS VALVE(S) CONNECTION LOCATION(S) TO THE SITE STORM DRAINAGE I. CONTRACTOR TO PROVIDE HYDROSTATIC OR AIR TESTING OF ALL V NATURAL GAS, STREET LIGHTS, ETC. IS 8.33%. THE MAXIMUM LENGTH OF A CURB RAMP IS 6 FEET. SYSTEM. PROVIDE FILTER FABRIC WRAP AROUND A 24 INCH WIDE X 24 PIPES, JOINTS, MANHOLES, ETC. AS REQUIRED BY LOCAL AND Q 10. CONTRACTOR TO MAINTAIN ONE COMPLETE SET OF APPROVED E. PROVIDE FINISH PAVEMENT SURFACE TEXTURES IN ACCORDANCE INCH HIGH (MIN.) CLEAN DRAIN ROCK BACKFILL SECTION AT STATE JURISDICTIONS. DRAWINGS ON SITE FOR THE SOLE PURPOSE OF CONTRACTOR WITH ADA. PERIMETER OF BUILDING FOUNDATION. LAP FILTER FABRIC 12 INCHES II. OBSERVE DEFLECTION TEST PERFORMED BY CONTRACTOR FOR RECORDING AS-BUILT INSTALLATION OF IMPROVEMENTS. SUBMIT F. STRAIGHT GRADE FINISH PAVEMENT AND TOP OF CURB OVER TOP OF DRAIN ROCK SECTION. TOP OF DRAIN ROCK TO BE 9 ALL FLEXIBLE STORM AND SANITARY PIPE. DEFLECTION TEST TO AS-BUILT PLANS TO OWNER. ELEVATIONS BETWEEN GIVEN ELEVATION POINTS. BLEND FINISH INCHES BELOW FINISH GRADE BESIDE BUILDING. SEE DWGS FOR BE IN ACCORDANCE WITH OREGON CHAPTER APWA 303.9. 11. ALL CONSTRUCTION ACTIVITY SHALL BE DONE IN A SAFE AND NEAT GRADES AT GRADE BREAKS. TYPICAL FNDN DRAIN INSTALLATION DETAIL. MANNER AND UNDER OBSERVATION BY CITY FORCES. 32. PAVEMENT MARKINGS ON AC PAVEMENT SHALL BE MPI #32 ALKYD 16. ABS OR PVC FOUNDATION DRAIN BACKWATER VALVES SHALL BE DEFERRED BIDDER DESIGN SUBMITTALS 12. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING PAINT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. VERIFY HORIZONTAL TYPE SIMILAR TO ASME A112.14.1, WITH REMOVABLE WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND PAINT LOCATIONS, COLORS AND STENCILS WITH ARCHITECT. COVER AND SWING CHECK VALVE WITH GASKET. SEE DWGS FOR FOUR (4) SETS OF DEFERRED SUBMITTAL ITEMS PER IBC 106.3.4.2 SHALL REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING 33. ADA STALL PAVEMENT STENCILS SHALL BE THERMOPLASTIC STENCIL INSTALLATION DETAIL. BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD. ALL DEFERRED AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING INSTALLED PER MANUFACTURES RECOMMENDATIONS. 17. PERFORATED DRAIN PIPE LOCATED UNDER BUILDING SLAB SHALL BE SUBMITTALS SHALL INCLUDE AN ENGINEERED DESIGN FOR ALL SITE BUT NOT LIMITED TO SHORING, BRACING, ERECTION/ INSTALLATION, PVC, SCHED 40 PERFORATED DRAIN PIPE PER ASTM D2729 WITH SPECIFIC APPLICATIONS OF THE DESIGNED ITEM AND SHALL BE STAMPED FALL PROTECTION, GUARDRAILS, ETC. 02.0 CLEARING AND GRUBBING SOLVENT WELD JOINTS AND CONTINUOUS FILTER FABRIC SOCK BY A LICENSED ENGINEER (SPECIALTY ENGINEER). THE DESIGN SHALL BE 13. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY COVER. THE SOLE RESPONSIBILITY OF THE SPECIALTY ENGINEER INCLUDING, BUT SHORED AND BRACED TO PREVENT CAVING. UNUSUALLY DEEP 1. ALL CONSTRUCTION AND MATERIALS WITHIN THE PUBLIC 18. GEOCOMPOSITE DRAINAGE FABRIC SHALL BE "AQUADRAIN 15X, NOT LIMITED TO THE DESIGN, COORDINATION, DIMENSIONS AND INTENDED EXCAVATIONS MAY REQUIRE EXTRA SHORING AND BRACING. ALL RIGHT-OF-WAY SHALL CONFORM TO THESE PLANS AND THE "MIRADRAIN 6200XL", OR ENGINEER PRE-APPROVED EQUAL. PURPOSE. REVIEW BY THE ENGINEER OF RECORD SHALL BE GENERAL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM APPLICABLE REQUIREMENTS OF CITY OF TIGARD, STATE OF OREGON 19. AREA DRAINS IN LANDSCAPE AREAS SHALL BE 15"X15" TURF & CONFORMANCE TO THE PROJECT DESIGN CRITERIA INDICATED ON THE TO OREGON OCCUPATIONAL SAFETY AND HEALTH DIVISION (OSHA) AND FEDERAL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT LANDSCAPE AREA DRAINS MANUFACTURED BY THE `LYNCH CO."WITH DRAWINGS AND SPECIFICATIONS. THE DEFERRED SUBMITTAL ITEMS REGULATIONS AND THE CITY OR COUNTY STANDARD CONSTRUCTION PRACTICES. 4 INCH DIAMETER TRAPPED NO-HUB CONNECTION OUTLETS, SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS SPECIFICATIONS. 2. NOTIFY ARCHITECT 2 BUSINESS DAYS BEFORE COMMENCING WORK. EXTENSIONS AND GRATES WITH BARS AT 1 -1/4 INCH ON CENTER FOR HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND APPROVED BY LLI 14. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO 3. CONTRACTOR SHALL REMOVE ALL TREES, SHRUBS, RUBBISH, AND COMPLETE ASSEMBLY. THE BUILDING OFFICIAL OR RESPONSIBLE REGULATING AGENCY HAVING (- CONSTRUCTION OF CURBS, RETAINING WALLS, OR PAVEMENT. MAN-MADE STRUCTURES INCLUDING BUT NOT LIMITED TO CONCRETE 20. EXTERIOR AREA DRAINS IN CONCRETE PAVEMENT AREAS SHALL BE JURISDICTION. 0 15. ALL WATER AND SEWERAGE APPURTENANCES SHALL CONFORM TO SLABS, WALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, "SMITH" FLOOR DRAINS WITH 12 INCH DIAMETER TOPS, DEEP BODY z APWA, OREGON CHAPTER, "STANDARDS SPECIFICATIONS FOR PUBLIC GRAVELED AREAS, SHED OR OTHER FREE-STANDING BUILDINGS SEDIMENT BUCKETS, 4 INCH DIAMETER TRAPPED NO-HUB DEFERRED SUBMITTAL LIST: WORKS CONSTRUCTION"; THE APPROVED CONSTRUCTION DRAWINGS; (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) FOUNDATIONS, CONNECTION OUTLETS, EXTENSIONS AND GRATES FOR COMPLETE I. BUILDING FIRE SPRINKLER SYSTEM: J AND CITY OF TIGARD REQUIREMENTS. FENCES, RAILINGS, MACHINERY, ETC. WITHIN THE CLEARING LIMITS. ASSEMBLY. 1) DESIGN, FURNISH & INSTALL COMPLETE BUILDING FIRE 16. THE VERTICAL DATUM FOR THIS SURVEY IS BASED UPON CITY OF THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. IT SHALL 21. EXTERIOR CLEANOUTS IN WALKWAYS SHALL BE J.R. SMITH 4023-U SPRINKLER SYSTEM(S) INCLUDING REDUCED PRESSURE > TIGARD BENCHMARK NO. 257, BEING A BRASS DISC ON TOP OF CURB BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER WITH HEAVY DUTY NICKEL BRONZE TOP, TAPER HEAD, ABS PLUG AND BACKFLOW ASSEMBLY (RPBA) FOR ANTI-FREEZE LOOPS AND ON THE NW CORNER OF THE INTERSECTION OF SW OMARA STREET AND TYPE OF STRUCTURES TO BE REMOVED. CONTRACTOR SHALL TOP SECURED WITH VANDAL PROOF SCREWS, FLUSH AT FINISH REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA) FOR A FOAM U AND SW HILL STREET. THE ELEVATION IS 199.88' NGVD 29 DATUM. OBTAIN ALL NECESSARY DEMOLITION AND WORK PERMITS. GRADE. SUPPRESSION AND ANTI-FREEZE SYSTEMS AND ALARM 17. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL 4. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND 22. ALL SEWER LINES SHALL BE LAID IN A STRAIGHT ALIGNMENT AND IN A ANNUNCIATION PANELS, CONNECTION TO TAMPER SWITCHES SIMILAR CONDITIONS AND LOCATIONS. PIPES) NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE UNIFORM GRADE BETWEEN MANHOLES, CLEANOUTS OR OTHER AND SUPPLY LINES, LOW TEMPERATURE SWITCHES, FLOW 18. DO NOT SCALE INFORMATION FROM DRAWINGS. REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY STRUCTURES. DETECTORS, FDC APPURTENANCES, ETC. 19. CONTRACTOR TO REMOVE FROM SITE EXCESS SOIL OR OTHER INSPECTED, BACKFILLED AND COMPACTED PRIOR TO ANY GRADING 23. DUCTILE IRON WATER PIPE SHALL BE AWWA C-151, CLASS 52 WITH 2) PROVIDE SYSTEM DESIGN AND SIZING CALCULATIONS IN MATERIALS NOT REUSABLE FOR THIS PROJECT, AND COMPLY WITH OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND CEMENT MORTAR LINING AND SEAL COATED PER AWWA C-104. ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13/13R, THE ALL RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. NOTIFY CITY FITTINGS SHALL BE PER AWWA C-110 AND GASKETS PER AWWA C-111; LOCAL WATER DISTRICT AND THE FIRE MARSHAL'S OFFICE 20. APPROPRIATE BENCHING OF FILLS IS REQUIRED FOR FILLS OVER 5 FOR INSPECTIONS AS REQUIRED. JOINT RESTRAINING DEVICES PER EBAA IRON, INC. HAVING REVIEW AUTHORITY AND JURISDICTION FOR FIRE FEET IN HEIGHT ON SLOPES IN EXCESS OF 5 HORIZONTAL TO 1 5. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED 24. PVC WATER PIPE (4" TO 12" DIAMETER) SHALL BE AWWA C900, CLASS PROTECTION. VERTICAL. THE GEOTECHNICAL ENGINEER SHALL INSPECT BENCHES OR PAVED SHALL BE STRIPPED TO REMOVE ALL ORGANIC MATERIAL 150. ELASTOMERIC JOINTS SHALL BE PER ASTM D3139, RUBBER 3) FURNISH & SUBMIT TO ARCHITECT, LOCAL WATER DISTRICT AND - PRIOR TO FILL PLACEMENT. DOWN TO FIRM SUBGRADE.THE CONTRACTOR SHALL BE RESPONSIBLE GASKETS PER ASTM F477 AND ASTM D1869. INSTALLATION SHALL BE FIRE MARSHAL DESIGN CALCULATIONS STAMPED BY AN OREGON 21. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSION. SUCH FOR PROTECTING SUBGRADE SOILS FROM OVERWORKING AND PER AWWA C605 AND PIPE MANUFACTURER'S PRINTED LICENSED FIRE PROTECTION ENGINEER. THE FIRE PROTECTION CONTROL MAY CONSIST OF APPROPRIATE REVEGETATION OR OTHER PROVIDE REPAIR TO DAMAGED SUBGRADE AT NO ADDITIONAL COST RECOMMENDATIONS AND INSTRUCTIONS. JOINT RESTRAINING ENGINEER SHALL BE RESPONSIBLE FOR OVERSEEING ACCEPTABLE MEANS AND METHODS. EROSION CONTROL MEASURES TO THE OWNER. DEVICES PER EBAA IRON, INC. PREPARATION OF SHOP DWGS, SYSTEM INSTALLATION, SHALL BE IN PLACE PRIOR TO EARTHWORK OR SITE STRIPPING. 6. ALL UNSUITABLE MATERIAL (SOIL AND VEGETATION) REMOVED 25. PVC WATER PIPE (3/4" TO 2-1/2" DIAMETER) SHALL CONFORM WITH INSPECTIONS, SYSTEM TESTING AND PROVIDE OWNER WITH Z 22. MATERIAL IN SOFT SPOTS WITHIN 5 FEET OF RIGHT-OF-WAYS, DURING THE CLEARING AND GRUBBING OPERATIONS SHALL BE ASTM D2241, 160 PSI PIPE. JOINTS SHALL BE SOLVENT CEMENT CORRECTED RECORD DWGS AND FINAL ACCEPTANCE LETTER. Lu >- PAVEMENTS OR BUILDINGS SHALL BE REMOVED TO THE DEPTH REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN A WELDED CONFORMING WITH ASTM D2672 OR ASTM 03036. SOLVENT SHOP DWGS SHALL INCLUDE PLANS, DETAILS & SCHEMATICS 0 REQUIRED TO PROVIDE A FIRM SUBGRADE AND SHALL BE REPLACED SUITABLE LOCATION. CEMENT SHALL CONFORM TO ASTM D 2564. INCLUDING IDENTIFICATION OF ALL APPURTENANCES. ct WITH 1-1/2"-0" CRUSHED ROCK COMPACTED TO 95% PER ASTM D1557. 7. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 26. COPPER WATER PIPE (3/4 INCH TO 2-1/2 INCH DIAMETER) SHALL BE 4) PROVIDE A SYSTEM OPERATIONS & MAINTENANCE MANUAL 23. THE NATIVE SUBGRADE SURFACE SHALL BE APPROVED BEFORE TO 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF TYPE `K' HARD TEMPERED COPPER PER ANSI H23.1 WITH WROUGHT INCLUDING LISTS OF SYSTEM COMPONENTS WITH z SCARIFYING OR PLACING ANY FILL OR BASE ROCK BY THE SOILS UNDERGROUND FACILITIES AT USA LOCATES (681-7044), AT LEAST 48 COPPER SOLDER JOINT FITTINGS PER ANSI B16.22. MANUFACTURER'S USE AND MAINTENANCE INSTRUCTIONS, AND C) ENGINEER. THE UPPER 8 INCHES OF NATIVE SUBGRADE IS TO BE BUSINESS HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE 27. INSTALL ALL PLASTIC PIPE AND FITTINGS IN ACCORDANCE WITH ASTM WARRANTY INFO. E SCARIFIED, DRIED AND RECOMPACTED TO 90% MAXIMUM DRY COMMENCING AN EXCAVATION. D2321. W d- DENSITY PER ASTM D698. PLACE GEOTEXTILE FABRIC (MIRAFI 500X, 8. ALL EMBANKMENTS REQUIRED SHALL BE STRUCTURAL FILL MEETING 28. PROVIDE A REDUCED PRESSURE BACKFLOW ASSEMBLY IN AN M PROPEX GEOTEX 200ST, CONTECH C200 OR EQUAL) BELOW ALL THE REQUIREMENTS AND SPECIFICATIONS OF IBC CHAPTER 18. ACCESSIBLE ROOM, CONCRETE BOX OR VAULT WITH OPENABLE LID(S) - T.M. RIPPEY VEHICULAR PAVEMENT. FOR WET WEATHER CONSTRUCTION (AS 9. ALL EXCESS MATERIAL NOT UTILIZED ON-SITE SHALL BE LEGALLY FOR ALL WATER SERVICE LINES 1 INCH AND LARGER. PROVIDE ©CONSULTING ENGINEERS INC. f 7 2022, ALL RIGHTS RESERVED DETERMINED BY THE GEOTECHNICAL ENGINEER)A WORKING DISPOSED OF BY THE CONTRACTOR. DETECTOR CHECK PLUMBING AND METER AT DOUBLE CHECK THESE DRAWINGS ARE THE PROPERTY OF N BLANKET OF PIT RUN OR CRUSHED ROCK IS TO BE LAID OVER 10. TREES NOT DESIGNATED TO BE REMOVED BY THE ARCHITECT SHALL ASSEMBLIES FOR FIRE SERVICE LINES. TM RIPPEY CONSULTING ENGINEERS INC. C\I0 GEOTEXTILE FABRIC. ON-SITE COMPACTION TESTS AND DEFLECTION BE PROTECTED AT ALL TIMES. 29. PROVIDE A REDUCED PRESSURE BACKFLOW ASSEMBLY (INCLUDING IN ANY MANNER EXAND ARE NOT TO CEPT USED OR WITH REPRODUCED EAR TEST(S) PERFORMED WITH A 50,000 LB. VEHICLE MUST BE PERFORMED 11. SAWCUT STRAIGHT LINES TO MATCH EXISTING PAVEMENT WITH THE GATE VALVES IMMEDIATELY UP AND DOWNSTREAM) IN AN WRITTEN PERMISSION OF T.M. RIPPEY in M AND WITNESSED BY THE GEOTECHNICAL ENGINEER. NO DEFLECTION NEW PAVEMENT. ACCESSIBLE ROOM, CONCRETE BOX OR VAULT WITH OPENABLE LID(S) CONSULTING ENGINEERS INC. IS ALLOWED AND ALL BUILDING AND PAVEMENT AREAS MUST BE 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC FOR ALL WATER SERVICE LINES WHERE MAXIMUM STATIC PRESSURE DATE: PROOF-ROLLED. DURING WET WEATHER CONSTRUCTION (AS CONTROL ALONG THE EXISTING ROADS AS REQUIRED BY THE CITY OF IS OR EXCEEDS EIGHTY (80) PSI. VALVES SHALL BE SET TO SUSTAIN A DRAWN BY:RTN �j DETERMINED BY THE SOILS ENGINEER), PROVIDE THE PROOF-ROLL TIGARD. MAXIMUM PRESSURE OF 60 PSI AND SHALL BE OF A PRESSURE RATING CHK'D BY: CJD TEST OVER THE BASE ROCK SURFACES PRIOR TO PLACEMENT OF ANY TO ACCOMMODATE THE UPSTREAM PRESSURE INCLUDING AN PAVEMENT. 03.0 PRIVATE UTILITIES ALLOWANCE OF 100 PSI FOR SURGE. VALVE SHALL BE CLAYTON 90-01 SHEET 0 24. CRUSHED ROCK BASE MATERIAL AND PIPE ZONE MATERIAL SHALL BE SERIES AS MANUFACTURED BY CAL-VAL CO., NEWPORT BEACH, CA OR CRUSHED ROCK CONFORMING TO OREGON DEPARTMENT OF 1. CONTRACTOR TO PROVIDE UTILITY SUBMITTALS FOR REVIEW PRIOR WATER DISTRICT PRE-APPROVED. UI TRANSPORTATION (ODOT) SECTION 00640 AND 00641 AND BE TO INSTALLATION OF ALL PROPOSED UTILITY PIPES, CONDUITS, 30. ALL ELBOWS, BENDS, TEES, CROSSES AND DEAD ENDS ON WATER COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED IN MANHOLES, BENDS/FITTINGS AND ALL OTHER SYSTEM PIPES 3 INCHES AND LARGER IN SIZE SHALL BE PROVIDED WITH ACCORDANCE WITH ASTM D1557. APPURTENANCES. CONCRETE THRUST BLOCKS. N 25. 3/4" - 0" CRUSHED ROCK PIPE ZONE AND BACKFILL MATERIAL IS 2. SANITARY SEWER, STORM DRAIN AND WATER LINES IN PRIVATE 31. A MINIMUM DEPTH OF 30 INCHES IN PRIVATE LANDSCAPE AREAS AND REQUIRED FOR ALL UTILITY LINES, CONDUITS AND LEVELING PROPERTY SHALL BE PRIVATELY OWNED, MAINTAINED AND 36 INCHES IN PRIVATE STREETS FROM FINISHED GRADE TO THE TOP 2 OF 20 uJ TMR PROJECT No.: Li 22615 Attachmgpt 1 I4 a4 CIVIL ABBREVIATIONS W W z ABBR ABBREVIATION H.P. HIGH POINT ao (.7 AC ASPHALT CONCRETE HT HEIGHT a+ AD AREA DRAIN IE INVERT ELEVATION a/ z ADA AMERICANS WITH DISABILITIES ACT INFO INFORMATION • �, ALT ALTERNATE INT INTERIOR APPX APPROXIMATELY JT JOINT z ARCH ARCHITECTURAL L LENGTH E-; p ARV AIR RELIEF VALVE LBS POUNDS v BCR BEGIN CURB RETURN LF LINEAR FEET BF BACKFLOW LIN LINEAR BLDG BUILDING LT LEFT N © BOT BOTTOM MANUF MANUFACTURER b P ` © BOW BOTTOM OF WALL MAX MAXIMUM _� '" ,-•BS BACK OF SIDEWALK MECH MECHANICAL °' 0 -t m BTWN BETWEEN M.E.P. MECHANICAL, ELECTRICAL & PLUMBING 3 0 o BPZ BACK OF PEDESTRIAN ZONE M.J. MECHANICAL JOINT r, -� B-W-V BACKWATER VALVE MH MANHOLE \-1 F-, •- s c, CB CATCH BASIN MIN MINIMUM H a w C.I. CAST IRON N NEW CJ CONTROL JOINT N.S. NON SHRINK rc,\) PROFFs CL or C/L CENTER LINE N.T.S. NOT TO SCALE , :\ E �CLR CLEAR O.C. ON CENTER CO CLEANOUT O.W.S. OIL WATER SEPARATOR 0058PE 9 CONC CONCRETE PL or P/L PROPERTY LINE PRELIMINARY CONT CONTINUOUS P.C. POINT OF CURVATURE 3-05-2024 COP CITY OF PORTLAND P.C.C. POINT OF COUNTER CURVATURE ptif �, CRWN CROWN (OF ROADWAY) PERF PERFORATED /S CULV CULVERT PLYWD PLYWOOD ✓. DES DBL DOUBLE P.P. PRIMARY POWER/POWER POLE DC DOUBLE CHECK PROP PROPOSED RENEWS: 12-31-2023 DCDA DOUBLE CHECK DETECTOR ASSEMBLY PSF POUNDS-PER-SQUARE-FOOT - DET DETAIL P.T. POINT OF TANGENCY D.I. DUCTILE IRON PVC POLYVINYL-CHLORIDE NOT FOR PERMIT DIA or 0 DIAMETER P.U.E. PUBLIC UTILITY EASEMENT DIM DIMENSION P.W. PUBLIC WORKS DOM DOMESTIC R or RAD RADIUS DWG DRAWING R.D. ROOF DRAIN DS DOWNSPOUT REINF REINFORCEMENT/REINFORCING ��1 DW DRY WELL REQ'D REQUIRED v O D/W DRIVEWAY REHAB REHABILITATION w EA EACH R.P. RADIUS POINT ^ EG EXISTING GRADE RT RIGHT v EJ EXPANSION JOINT R/W or ROW RIGHT-OF-WAY Q U) EL or ELEV ELEVATION S SLOPE ELEC ELECTRIC SAN or S.S. SANITARY SEWER N EMBED EMBEDMENT SCHED SCHEDULE I— 0 N EOP EDGE OF PAVEMENT SED SEDIMENTATION OT o E.O.R. ENGINEER OF RECORD OD EQ EQUAL SIM SIMILAR U ER END RETURN SPECS SPECIFICATIONS 0 0 ESC EROSION AND SEDIMENT CONTROL SQ SQUARE 0 EW EACH WAY STA STATION O 0 EX or EXIST EXISTING STD STANDARD EXT EXTERIOR STM STORM SEWER O Q FDC FIRE DEPARTMENT CONNECTION STIFF STIFFENER CI)STL STEEL FNDN FOUNDATION O ~ STRUCT STRUCTURAL SW SIDEWALK W FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT TC TOP OF CURB 0 CD TELE TELEPHONE FL FLOW FIN FINISH T.O.F. TOP OF FOOTING 0 FLG FLANGE LINE T.O.S. TOP OF SLAB LIJ FLR FLOOR T.O.W. TOP OF WALL FP FINISH PAVEMENT TYP TYPICAL FPZ FACE OF PEDESTRIAN ZONE U.E. UNDERGROUND ELECTRICAL FC FACE OF CURB U.O.N. UNLESS OTHERWISE NOTED FTG FOOTING U.P. UNDERGROUND POWER GA GAGE or GAUGE U.R.M. UNREINFORCED MASONRY GALV GALVANIZED U.T. UNDERGROUND TELEPHONE GB GRADE BREAK V.B. VALVE BOX GEN GENERAL VERT VERTICAL (/) GR GROUND WTR WATER z GS GROUND SHOT W.J. WET JOINT GSP GALVANIZED STEEL PIPE W.M. WATER METER 0 GUT GUTTER W.Q. WATER QUALITY G.V. GATE VALVE WV WATER VALVE HDPE HIGH-DENSITY-POLYETHYLENE W/ WITH Q HORIZ HORIZONTAL W/O WITHOUT \ /I11 m CO Q 06 PROPOSED LEGEND U) 0 .�. i�4�l STREET TREE AND TREE WELL Z ►a` w nn rr 1____I CONCRETE SIDEWALK & SCORING V —ix— TREE PROTECTION FENCE XTREE REMOVAL -x ORANGE CONSTRUCTION FENCE _ -o SEDIMENT CONTROL WATTLES CURB & GUTTER - SAN SANITARY SEWER PIPE (0\ SANITARY SEWER MANHOLE z Lu o SANITARY SEWER CLEANOUT 0 EXISTING CONDITIONS LEGEND —STM— STORM PIPE z ElSTORM CATCH BASIN I G EXISTING BUSH/SHRUB © EXISTING SANITARY MANHOLE (a STORM MANHOLE o EXISTING DECIDUOUS TREE XSAN EXISTING SANITARY LINE o STORM CLEANOUT E -WTR WATER PIPE w -ci- IlkEXISTING CONIFEROUS TREE XG EXISTING GAS LINE WATER BEND ro ro (Di EXISTING POWER POLE EXISTING FENCE T.M. RIPPEY WATER VALVE ©CONSULTING ENGINEERS INC. f'7 2022, ALL RIGHTS RESERVED XOH EXISTING OVERHEAD • FOUND MONUMENTS CI WATER METER THESE DRAWINGS ARE THE PROPERTY OF N FIRE HYDRANT o ELECTRICAL LINE . LOCAL BENCHMARK ESTABLISHED N RIPPEY CONSULTING SG ENGINEERS INC. XE G GAS LINE AND ARE ANT TRO USED ORWITH REERPROPER EXISTING UNDERGROUND IN ANY MANNER EXCEPT WITN THE PROPER ELECTRICAL LINE EXISTING GRAVEL 0 GAS METER CONSULTING ENWRITTEN GINEERS INC.ON OF M. RIPPEY M 75,5 EXISTING FIRE HYDRANT EXISTING CONCRETE OH OVERHEAD ELECTRICAL LINE DATE: N ® EXISTING VAULT E UNDERGROUND ELECTRICAL LINE DRAWN BY:RTN EXISTING ASPHALT CHK'D BY: CJD EEXISTING WATER METER POWER POLE CD o D4 EXISTING WATER VALVE ���' EXISTING WETLAND SHEET N STREET LIGHT XWTR EXISTING WATER LINE 900 EXISTING MAJOR CONTOUR c.) —0— SIGNS I In ® EXISTING STORM CATCH BASIN 99 EXISTING MINOR CONTOUR 100 PROPOSED MAJOR CONTOUR Co XSTM— EXISTING STORM LINE C 1 • 2 CN\I 99 PROPOSED MINOR CONTOUR 3 OF 20 w TMR PROJECT No.: Li 22615 Attachment 1 I4 d W W z P4 z 0 u 0 0 b o OH �' OH -1— OH r— --� O n , 01-- 4- OH I OH / /' '0 © 0. �. o SAN MH #10631 \`- oN ---J 1 dH off OH ----- o _ -- SAS SS ��---- --- N ��--- =- :-....." -c--t -z' OH -� OH�- OH / OH OH - OP o SS ' c— c n ) --- bq O -- o� 9- SS cAs `------- - G�?' -G \ ------ -------_ OH —---- OH S —G / G____________G —C11 —7.vr— i SDCB �'� SS \, SS - SS - SS T - ` G G- - J c ` c l-- --- OH OH OH F� a w --1-- OH— OH-- -_ OH /#1o310 ,\, N " _ ` ss — ss _ ss �'� G- ASPHALT N o FD 5/8 /R SDCB I CONCRETE S �! EDGEII{�C�OD S7 EET 55 — 5 - `9 N W/ n'C #J0220 3• HEADW L a ASPHALT r'� Ss -•�j� © N .� EXISTING CONDITIONS MA P o N 220.5' �; S — s ss — -_w EL. 226.72 N In 'O> / sir_..-_____2L— - . , -�.- I • ——_, w N Z••pVC—_-- N lE 10" CPP BURIED 219.4' �. �� ,�1 �_�^ `� 2Jo ! '�— --�- - y MB w --nl_ N IE 10" CPP N �r (1, o o N -------\-- SAN MH, 107 TAX LOT 1800, MAP 2S, 1 W, 020C O� 224 w- _ ASPHALT -,, -� `� :4 224— 222 AN w- O==-- ---- �__ 7- - RIM 212.9' — _ LOCATED IN THE S.E. 1/4 SECTION 02, T.2S., R.1W., W.M. G� --- r I,L. 219 ®` ww-` IN f 8 w 94.9 CITY WASHINGTONOREGON ............YS8770'35"E 160.491 217 .-ziv 6 24 5- 'B _ - OUT (f 8"E) 193.7' 206.8' SODI SDMH OF T1GA D, COUNTY, �� -- ---��1 —w CON ' 0931 AUGUST2022 SCALE 1 20 J w w_ # 0930 9, - CONCRETE ©'J%3] \ isi e` i,.�� 10379 2 4.. - _- w lE 12 1 1 ��Q' TINABL _TD-- i .,r=------w w LOBATE w-- sl WALL SAN MH #10224 • I % I�` 1! 104 222 10700' 5/8" IR--�� ry� CULVERT 1 ` Y MB 5D •` Ow �� ub 228 I I I o, f0•75 \ 43 ' '15" PIPE HERE 1 < 0---' �� SAN MH #10631 POSSIBLE FORCE MAIN • 1 �» 1 N N t ' N W/ YPC I © ( SURVEY NOTES: RIM 232.4' RIM 226.9' 0 1 \ N N O rn I N I EL. 213.47 i _ 1 !E IN (± 8" W) 213.9' NO MEASUREMENTS 10378 0 Oc 1 N .- Co -• I THE VERTICAL DATUM FOR THIS SURVEY IS BASED UPON CITY OF TIGARD BENCHMARK NUMBER 257, BEING A / I 14" ^ N Lo ry N N N N FD 5/8" IR • KEYSTONE I BRASS DISC ON TOP OF CURB ON THE N.W. CORNER OF THE INTERSECTION OF S.W OMARA STREET AND S.W. HILL !E OUT (f 8" E) 213.9' SDCB 1 N N N 01 W/ YPC WALL #10226 1 \\SDMH N al \ i ( I \ EL. 213.52' KEYSTONEWA STREET. THE ELEVATION IS 199.88' NGVD 29 DATUM. 1410225 11 A TR/MBLE S6-SERIES ROBOTIC INSTRUMENT WAS USED TO COMPLETE A CLOSED LOOP FIELD TRAVERSE. NOT FOR PERMIT Z j oN EDG OF NEIGHBOR�I 3 � Q 1 I N I T/ THE BASS OF BEARINGS FOR THIS SURVEY IS PER MONUMENTS FOUND AND HELD PER PARTITION PLAT N0. Lu I LANDSCA OCCUPA ON z . 1 \ , 1 1 KEYSTONE o I I I� � � a O � �5 W 2016-046 RECORDS OF WASHINGTON COUNTY. 1 \ ##045 - I I 6.0' THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND DETERMINE THE PERIMETER BOUNDARY OF THE SUBJECT 411" PROPERTY TO SHOW ALL PERTINENT BOUNDARY ISSUES AND ENCROACHMENTS. NO PROPERTY CORNERS WERE SET 4" 1 0 \ ?/S , M(II \ \ IN THIS SURVEY. 1 +, \ 2X8 WOOD WALL II j N \ \ / \ ON LOT LINE ` NO WARRANTIES ARE MADE AS TO MATTERS OF UNWRITTEN TITLE, SUCH AS ADVERSE POSSESSION, ESTOPPEL, Lu NI 227.9\ 104 \ ACQUIESCENCE, ETC. W #1019 + cc) If 3" PVC \ \ �1 , 7" \ \ it 11 `A,, I \ \ ` �\ \.. \ Irl I NO TITLE REPORT WAS SUPPLIED OR USED !N THE PREPARATION OF THIS MAP. 0 L•I �� �,.COI�ICRE �470 \ i6, 1/1 ~SAVE LINE 23� N, (WALL, `35 \ EXISTING HOUSE #1✓1 .,I� air �p �� !���I� \ AIM- , _ 0 #1N 046 1 TAX LOT 4800 1 N ,I� �2 MAP 2S, 1 w, 02DC UTILITY NOTES: O cN 4" 15. TO GROUNDS ONCRE�E , �• _,� 0 2 10 1 � I DEED DOC. NO. STORM STRUCTURE NOTES THE UNDERGROUND UTILITIES AS SHOWN ON THIS MAP ARE SHOWN BASED ON A COMBINATION OF INFORMATION, OO � � WAC ``�\ 17" \ 2012-072502 PIPE SIZE PER CITY INCLUDING VIS/BCE ABOVEGROUNDSTRUCTURES, AVA/CABLEAS BUILTANDG/S MAPPINGFROMLOCAL `' 1 \ J� __ill, ,)I,- ASBUlLT WEBSITE JUR/SD/CT10NS, AS WELL AS SURFACE MARKINGS BY ONE CALL TICKET NUMBER 22192870 DATED ✓ULY 15, 2022. r ' >w 104�N� \ -'~ .11 3.8' THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTIL/TIES IN `J f r1 0 SEPTIC L1D� 2 •." \ \27 I _• SDCB #10220 THE AREA. EITHER IN SERVICE OR ABANDONED. v EXISTING HOUSE ti N 25 \ \ 9 RIM 226.6' 0 Z3 I ROOF PEAK \EL'`�26'7` N I THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION I o N rn �_ #1 481 \ \ �,2 ( l IE IN (f 12" S) 223.7' INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM O Lu 25,0' EL. 249.0' o \ N " 20- IE IN f 12" 223.6' �, I FINISH FLOOR O N v 26" \ \ FD 5/8 /R ( W) INFORMATION AVAILABLE. ?�� EL. 231.4' O co / W/ Yp� IE OUT (± 12" E) 223.5' O > Q 226 \ 22 a THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES SUBSURFACE AND ENVIRONMENTAL (f) C0 0 \ t �L 221.75 1 SDMH #10225 CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE eW #10517 #1 \ EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF O I- RIM 228.1' THIS TRACT. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR. ` J F) N" � . " \ -- _222. !E IN (± 10" SW) 225.3' W N o CLUS 4" II a , � � \ \ IE IN (f 12" N) 225.2' INVERT ELEVATIONS AND PIPE SIZES SHOWN ARE APPROXIMATE ONLY, BASED ON FIELD OBSERVATIONS AS WELL AS CN Y O N 1!p , 227• \ ii\\ AVAILABLE AS-BUILT DATA. ALL PIPE SIZES SHALL BE FIELD VERIFIED BY THE OWNER, ENGINEER, CONTRACTOR, AND41 O i 'RD ` �� \ 22`3�--� SDCB #10226 GOVERNING AGENCY PRIOR TO ANY CONSTRUCTION ACTIVITY. SURVEYOR DOES NOT WARRANT THE ACCURACY OF ANY ▪ Q N \ �� I PIPE SIZES SHOWN ON THIS SURVEY. 0 I RIM 228.2' 1 2 • / 105 r6 \\ ??� \ !E IN (f 10" NE) 225.5' LEGEND: U,J U , '59, 11.8' �" 0 GRPUND CL UTER-2X9" S -� \ f- 2 \ Some Symbols shown maynot be used on 2 \ \ SDCB #10310 Nn map (1/ , 4 '1, RD �� SOP TO GROUND o OL SEPTIC \ `??S IE IN (th RIM 230.3'10" W) 228.4' 12 DECIDUOUS TREE TRAFFIC SIGNAL POLE a #1 183 232., VAU T? \ \\ 2.T !E OUT (± 12" E) 228.4' 24„ EVERGREEN TREE D. UT/CITY POLE BLOCK it ti S ti '�1 \ ■ 22g 226 Flu l., WALL SDDI 10930 V I \ c� # 4 DEAD TREE LIGHT POLE 1 v N ,, TOP GRA 7E 208.0' �' It m^ 3 127 7' 0 w 4'Q OD STORM SEWER MANHOLE GUY WIRE 0 3 8oT GRATE 206.6' �n ` o Y TAX LOT 4900 IE OUT (f 12" E) 205.8' IIIII CATCH BASIN EB ELECTRIC BOX N 0 9�70 S.W. EDGEWOOD`.STREET \ o U 1-1J N A`u o MAP 2S, 1W, 02DC " 10994 TAX LOT 1800 , O 3 W 4 MAP 2S, 1 W, 020C''. Z m DEED DOC. NO. SDMH #10931 III CURB INLET El ELECTRIC METER CLUSTER-11>-12" I AREA = 50,322 S.F. 1 �`D 2016-022033 RIM 207.9' W EXISTING SHOP DEED DOC. NO. 1 0.4' !E IN (± 12" SW) 204.2' AREA DRAIN ® TRANSFORMER ]' i I 2022-033338 IE IN (f 12" N) 203.9' ® DITCH INLET ER ELECTRIC RISER Z Q10 N GRAVEL U W P CO SANITARY SEWER CLEANOUT El HEAT PUMP O Et 8.3' I Oct ,.,\ (0 ?- SANITARY SEWER MANHOLE GIP GATE POST CR " J + rn N N N Y • ) FH 10176 ����7 10178 T N N NW N ti j J �F/RE HYDRANT ® CABLE TV BOX # g" "'�r' ; CLUSTER" I li 211003 i QW WATER MANHOLE cR CABLE TV RISER Z I = EXISTING SHED �.5' -� /� V ., 0 WATER METER off OVERHEAD LINE O vJ 1 22 / I / i ....1 128I l'' / . i D4 WATER VALVE G GAS LINE 1. 1. I Li p7 / / •� HOSE BIB E ELECTRICAL LINE '� EXISTING BARN r� f " 8.5 /cv rn O #11009 FD ?S/8 /R i a IRRIGATION CONTROL VALVE TV COMMUNICATIONS LINE V N #10102 . #11008 1� 14 �W/ YPC Gv z c,A 10" "� 11 ' E4 225.84' Dd GAS VALVE ss SANITARY SEWER LINE ;IV98GM GAS METER so STORM DRAIN LINE #1111 / / 0 VC LUSTER-11"-9j -,;�y4 CLUSTER" El MAILBOXw WATER LINE �/#11118 I y �� 7" 1t. #11229 ® UTILITY R/SER —x x— FENCE LINE /�7" 0 i'Y; 11 1111 % ue UTILITY BOX OR/PLINE W EB �r"' 7" .' #10997 ll '4,74 11114 ( I) 1 rAr• 8" / 19" #11128 1112 I T 1 17„ p # " I O TELEPHONE MANHOLE •C J� HEDGE ROW 20" \ "` ® TEL RISER I • CONCRETE i ; 9" \ --� 11132 » if �. k- I #11124 #11130 y� 11 31 __ 18" 'Ott; 13" i< STORM OUIFALL I --� GRAVEL 4i Q U 1 15 ,+ a -� SIGN I I ASPHAL T L. o;3 I �1 #11134 .rk-4,0+'{,4 — - Oa g j -I #11125 -A* 11" s 1 e 111 3 1 0.8' 0 BOLLARD FD = FOUND U O V 2 � i / / r20� �,I+ 15 • FOUND MONUMENT IP = IRON PIPE c� n. #11135 ti Q 'v { „ (� lU RD 716 ti 2 p DOWN SPOUT TO IR = IRON ROD Z .` 4� I -+ STORM SYSTEM Wfi,Dc� ` `U W1.., RD YPC = YELLOW PLASTIC CAP >- J / W GROUND 0 DOWN SPOUT TO GROUND D Z V TAX LOT 5000 ALC = ALUMINUM CAP E L. PIT BARREL Z 3" �Y N Y MAP 2S, 1 W, 02DC RPC = RED PLASTIC CAP ( \ 1002$ W ' DEED DOC. NO. p ` 2 h I I 9 2 p 2021-049835 OPC = ORANGE PLASTIC CAP Z i FD(5/8" IR 0W/�YPC FD 5/8"IR #1 98 '� 0 1 Q� y " ,,,,L.,..., W/ YPC y O ry CQ m SIGNED ON: I l/ ``7�� 3 EL. 31.90' EL. 230. 8, CLUSTER" `1, rL �- w J W I I, II r REGISTERED 1 W J 010020 #111 0 NN FD 5/8" IR PROFESSIONAL T.M. RIPPEY 1M 3" W . ii O 9» W �C " C 2022UALL RIGHTS REESERVED / K N \ LAND SURYOR OCc EL. 226.29 1 FD 5/8 IR #10016 • \ 11167 THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. (NI 21" 6 WOOD FENCE I 16" W/ YPC AND ARE NOT TO U USED OR REPRODUCED S OF LOT LINE 11176 '\ EL. 225,,57' I� OREGON IN ANY MANNER EXCEPT WITH THE PROPER 0 J �,- ` , 21" JULY 13, 2004 WRITTEN PERMISSION OF T.M. RIPPEY N +r: ` y V �587.. '27�E 159 71 ® / CONSULTING ENGINEERS INC. Lc) k.'T 2 Al \ Z o m �� -.4illiklig". ^;�- • �_,, ;/� TOBY G. BOLDEN _ to x - 60377LS vI O fr)N X X- L DATE: V 10013 I. ;� 1'0 El ' �0 11142 . RENEWS: DECEMBER 31, 2023 15 I DRAWN BY:RTN I 27" � 11149 11155 11162 311172 #11180 GRAPHIC SCALE / CHK'D BY: CJD 4111, WIRE FENCE 29" 24" 19" 18" 25" 11182 11186 20 0 10 20 40 SHEET 38" 10" 0 TAX LOT 3800 "? MAP 2S, 1W, 02DC TAX LOT 3700 U DEED DOC. NO. CENTERLINE CONCEPTS 2022-033991 MAP 2S, 1 W, 02DC (IN FEET) u71 DEED DOC. NO. 1 INCH=20 FT. LAND SURVEYING, INC. 2016-085373CI ■ 3 N 19376 MOLALLA AVE., SUITE 120 c\I OREGON CITY, OREGON 97045 4 PHONE 503.650.0188 FAX 503.650.0189 Li] 20 J PLOTTED:M: \PROJECTS\EDGEWOOD STREET COTTAGES-EDGEWOOD ST-SW-9270\DWG\ECM-C3D.dwg TMR PROJECT No.: I 22615 Attachment 1 w KEYNOTES FOR THIS SHEET aw., z MARK — DESCRIPTION z 0— PROVIDE SAWCUT LINE 1' (MIN) INTO EXISTING PAVEMENT AS SHOWN. • E� COORDINATE WITH PUBLIC WORKS DRAWINGS FOR UTILITY TRENCH CUTS. SAN MH #10768 RIM 212.9' O— REMOVE EXISTING MAILBOX. E ZO IE IN (± 8" W) 194.9' U — — _ _ _- _ _ _ — — — — — �501.6 LF 8" PVC ® S= 3.79% lE OUT (± 8" E) 193.7' 3O— REMOVE EXISTING TREE. • ;OH XOHr XOH`� X��s•�o�� � XO I----- { -\\ ` Tve 17E �� �— - — _ — — — — — — — O4 — REMOVE EXISTING GRAVEL DRIVEWAY. M o V] N © M XOH 1 XOH r XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XO Ems- Al XnH X0H XOH XOH XOH O � O - --J L-------- __At XG XG XG XG XG XG XG XG X XG4 /IXG XOH XOH - 5 — REMOVE EXISTING HOUSE/SHOP/BARN. M SAN MH #10631 --- _ _ _, � XG _ � c c, O— REMOVE EXISTING FENCE. COORDINATE WITH AFFECTED NEIGHBORS FOR p ;AN _XSAN RS-AN XSAN/� SAN - XSAN -XSAN XSAN XSA - XSAN - XSAN -XSAN ( XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN FENCE ADJUSTMENTS DURING CONSTRUCTION. .�O' SAN MH #10224 = — — — — — _ — — — o ,t , POSSIBLE FORCE MAIN x SW EDGEWOOD STREET — — — — O7 REMOVE EXISTING OVERHEAD. COORDINATE WITH PUBLIC WORKS �° H a w 0� RIM 226.9' O © DRAWINGS FOR MORE INFORMATION. XWTR NO MEASUREMENTS _ (40' WIDE EXISTING PUBLIC RIGHT-OF-WAY) O— REMOVE EXISTING : 10 EPT SYSTEM. <-��� PROFF TM XS I M XWTR R5 f P�IWTR XSTp�IWTR XSTp�1 i_��/I K XSTp�1 r 11 XWT"' ' — > XS111WT XWTR XWTR XWTR —1 XWTI� XWTR XWTR '-XWTR XWT' XWTR XWTR XWTR XWTR XWTR XWT�RTM WTI rj‹`' i :� < scf'j �I — — _ _ _ W� O9 — REMOVE EXISTING IGN. �. 0� Q -„ / r IL �.� �j EN � - - XSTM � � � 80058PE `� _..._..._..._..._.. _._._._. -�- I , .� 0700 I E' ,>' 0 X �I'��r 1 " #10420 — -75 - - - - _ _ _4 _ __ _ - - r--- 0 PRELIMINARY 10 — TREE ROOT PROTECTION FENCE. c: 0 % 0375 - - - - 3- 5-2 24 " O I GH o1, I ��' 140378 I 0 O — ✓• DESK boy. 0 0 I � 0U I p I RENEWS: 12 31 2023 X w I i I NOT FOR PERMIT I 25' ROW #t/0453 ' ' I 0 D DILATION 41" '�' TO CITY I I 0 x I II I #10466A, 1 ,#10195 I 27" f M/ EA I 1, 11 y x 0470 OM S Nc HDUSE © #10463 OM ��n #�10196 ,� 11dia, 1 1 I ' \ 17" p 0 1-I ? 1 , 'j 4�0 Q u) x • OU � 0471 1 Ir I ZO )0.0•_Af 17" 411 / I Cr) L�, O 0477 I / CN N 1 iy -nC uD0 © 29; i1 ', n H sE (. 226.7' U LL1 #�10481 EL. 49 - 26" E I W c> X FlNIS1aY FLOOR •' 0 0_ -41 M 1 )C 1 r ELF .4' , 0 co * 1-4 Ce A a I / ,#f0517 " #�10488 « -� 1 P4 1 �© 9 a CLUSTER I 0 Q '' C 1 CD I- " „-,, s T- u� ; LLJ r • I IX � � I 0516 Jz hi • GROUN' CLUSTER--'9" I N V I In 1 �� I I1 F I w 1 RD f '- OLD SEPTIC 1 ToGROUNDS VA ILTP ix r I I #10183i sr �Al © 11 I It 0 0I 1 1 ), 0994 I I I CLUSTER-11'=12" I DI G '4F I•' I / GAVEL LI 0 --0-1 ©{ I I l / r 1 cR 0 \ 1003 0178 I Q #10176 '� f� 21" EXISTING SHED 9 � CLUSTER ;i _ _ _ _ - - - - 0 +!�' *-- .-' j 0 I 4 0 . 1" I z I © >t a �' #11009 I I p 1 #11008 1 14" �#"/0102 di 11 - — _ _ _ _ _ _10Zit 0998 ( I _INI #"1111 _ t► �F 36" 0 LUSTER-11 -'1 f L I T 1,' 1116 , ,` c 1 #"l1118 1 �, r, li'4*.,A '` 1115 3 I I �.L.I '� \- 0997 1 MI ko,t, b. IJ111 \� ' 19 #11 8 11129 .� I 10 i ' . 8« 1 1117 © 1132 • 9 #�11130 v>~ 1131 I I I #11124 18 �T,.. 13" 15 �, ,f11134 ?�...`�t, I 1 0 I 25' ROW I 1125 ' , 11 ^a�2:,!` 1133L I DEDICATION TO 20 ''� .` 15" CITY #�11135 I - \ 0 16 0 '� hi 1 1 Luz 1 i • .!� I 1„ 1 >_ 1, 0 0025 9 I zcD I ,#11198 �t 0 4 CLUSTER" 1>< I r 1 • I II o ,#10020 ^ #11140 © 1 I O m 0 '�. 7,, 1 0 x Ln I AMU 1 � x X X X X x x x x x x 42 I ill © 1 T.M. RIPPEY — 1 _(.._ / \i \ — \./I i 2022, ALL RIGHTS RESERVED O O O 0 • • O O . O —,— — — — — C CONSULTING ENGINEERS INC. _ _ SE DRAVANGS ARE THE PROPERTY OF N I - - 0 X X TMERIPPEY CONSULIING ENGINEERS INC. O , �� -1 x AND ARE NOT TO BE USED OR REPRODUCED C\II 0013 IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY M - El 15" I I CONSULTING ENGINEERS INC. DATE: DRAWN BY:RTN U CHK'D BY: CJD C.� g SHEET 0 4 GRAPHIC SCALE 0' DEMOLITION PLAN 20 0 10 20 40 80 gi5 C 1 . 4 N C1.4 SCALE: 1" = 20' IN FEET N ) 5 OF 20 i i 1 inch = 20 feet TMR PROJECT No.: L� 22615 Attachment 1 w KEYNOTES FOR THIS SHEET aw., z MARK - DESCRIPTION z 0— SAWCUT 1' FROM EDGE OF PAVEMENT FOR NEW PUBLIC HALF STREET • E IMPROVEMENTS. O— NEW PUBLIC CURB AND SIDEWALK UNDER SEPARATE PERMIT. H Z O U I I- 3 NOT USED. - - - - --� a 0 __ ------�� w - - l== - --�— - __ _ _ _ _ _ _ _ _ O4 — NEW PUBLIC ADA ACCESS RAMP AT CORNER UNDER SEPARATE PERMIT. ;OH rid XOH X��s �o. r I } XOH — -XOH XOH XOH - - - v) N © / \\ • �� � XONI XOH 1 XOH —`r XOH H Q XOH XOH XOH z XOH Al XnH XOH XOH XOH XOH XOH XOH - b o - L___________ I I` 0 o 0 \\ O— NEW DRIVEWAY APRON FOR SITE ACCESS UNDER SEPARATE PERMIT. _ m C` - - - - - >- cC �j U , ' O6 — NEW AC PAVEMENT IN PUBLIC RIGHT-OF-WAY UNDER SEPARATE PERMIT.< LO 0 0 0 N - • 0 SW EDGEWOOD STREET _ - _ CO— NEW LANDSCAPE AREA. • . a w T O ) i 0 ®— 0 0 -a- (0\ - `O� - (40' WIDE RX1S'TTNG PURLLc RIGHT-OF- Y) —r_01 I— i 0-1- ---- 2----__ \- 1 I \`, $ NEW BUILDING UNDER SEPARATE PERMIT. rt?b ‘17/ l _ - _�— + - �- - + Me 0— INSTALL AC PAVEMENT PER DETAIL 31C3.4. .4.Et ____Y � E F� O� - - • I 0 , " '" _ / - _- - /o > f i �— 10 — INSTALL RETAINING WALL PER DETAIL X/CX.X. SEE GRADING PLAN FOR �0058PE r - Ein.,% ] — — _ _ _ _ _ — _ _ _ _ O PRELIMINARY CONCRETE I 1 - - -- - I - _ _ - — MORE INFORMATION. WALL Co W1 0 D TT—D 3-05-2024 I KEYSTONE I O— INSTALL CONCRETE SIDEWALK PER DETAIL 21C3.4. SEE GRADING PLAN FOR �v , Tus I • O I - e °I WALL KEYSWA�f MORE INFORMATION, TYP. /S ti F :, 0���� .. D • I Q ® I� 12 — NEW STREET TREE. _ `� © 0 0 '/ � KEYSTONE I RENEWS: 12 31 2023 COTTAGE ,. ALL 1 I 0 03 COTTAGE COTTAGE NOTE: SEE C2.1 AND C2.2 FOR SITE DETAIL DIMENSIONS. NOT FOR PERMIT j 0 02 011 i © ^c �. - : W#O2 WALL O 1 j El OA' i T L E I I 120 ► - I I CO�4 GEO �c 111 /E j I EXISTING HOUSE � / W 50' RIGHT-OF-WAY WIDTH G ® e Q Cn I- �r ,,,,, CO 1 1 Q-,r+)1 CO 05 GE �i 0 0 \ CN I / I— O N 0 / / 0 O C, 1 28' ROADWAY j // / I ~ _ WIDTH _ / , W I 25' DEDICATION o 1 — — — — — — — — — 0t ►/ COTTAGE 06 1___. - - - — — — — — — — — —I 0 7 I 10' P.U.E. j O o I O Q WI CI ® COTTAGE COTTAGE COTTAGE W ti 08 09 10 Co I- cN 112 0 0 rn 1 CO O�GEO 0 0 0 _ I 0 �O / I W © 5 WAL BLOCK 1 0 0 ° 1 I P1 P2 P3 P4 P5 P6 P7 P8 P9 P111 % / 1 14' PAVEMENT I O O / I 1 WIDTH I \ j3t 0'7, .. 1 0 SERVICE LIEll A� �/i 1 0 �� 1 & AR°EA z 0C~ I I 1 / 1 / 1 \ / / //ED I J - — — — — — — _ _ _ 1 I w U O O , I CI in i P19 P18 P17 P16 P15 P14 P13 P12 P11 � _ 1111 o \ o o I— / U) 1 � � 0 i 0 T 1 1 1 � h ® _ _ I _1 W 1 / COTT TAG O 0 0 0 I 0 - - - - - - _1 W j a �� 1 I• j ( 1 / j I COTTAGE COTTAGE COTTAGE I W 1 ILo `J ® 13 12 11 I I > I III l 0 , 1 O / COTTAGE 1 1 % 15 0 - - - - 1 II I 1 I r,,,,,,,� �,. I �. L I C-) LC. 1 I 12 %.7.7/1� I 1 — 1 am `--Fil I + 1 COTTAGE 16 z uj I l • I. 0 ' I, I ,iiii ,0 Z 1 I ® COTTAGE COTTAGE COTTAGE 1 0 12 18 19 20 I' I' CO SAGE o 0 II 0 I I PO o ' 0 I x I ie o Ii `/ ' I� A I 7 ' li I I I - P7 I _II��- \, \/ 2022, ALL RIGHTS RESERVED O _ O O 0 ic--- •' OO ©CONSULTING ENGINEERS INC. — — — — — — THESEDRAWINGSARETIEPROPERTYOFCNI 1 ° X X MI RIPPEY CONSOLING ENGINEERS INC. O T AND ARE NOT TO BE USED OR REPRODUCED N I IN ANY MANNER EXCEPT WIN TIE PROPER lx WRITTEN PERMISSION OF T.M. RIPPEY M — — — CR i I1CONSULi1NGENGINEERSINC.0 X I DATE: 0 CCNi. I DRAWN BY:RTN CHK'D HEET BY: CJD � a O N GRAPHIC SCALE �' 1 OVERALL SITE PLAN 20 0 10 20 40 s0C2 . 0 c, N C2.0 SCALE: 1" = 20' IN FEET N 6 OF 20 L 1 inch = 20 feet TMR PROJECT No.: I 22615 Attachment 1 _ _ TVB _ _ W 4 I� _ - - - - WM WM - - \ - - - _ - - -----_ a w r----------, \ I—I OH • \ XOHi XOH —+—XOH XOH XOIri XOH XOH —XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH I 1 I I / \ / J I I / \ / L ____ I / \ / ii ---- .� --- - / ` — -PT / OU 0 SW EDGEWOOD STREET - M _ _ X � No , . --i- ,. I- — - - - (40' WIpt -Ex-IsING- PUBLIC— �GIT= OB=-VAY - - - - - m - - - z l v) b 6 0 _i/ \� j _ o x Q _ F F-� 0�. LL I r ~ U — - ����� 131.42' LU I ,etc, P ROFFss �� ---- J ��� 80058PR<�/� Z.- EN 0 - - - - ii _ _ _ _ _ _ PRELIMINARY • 3-05-2024 Ilp Iv - - - - - - — — — — — ' - - - - — _ ✓ � NI 1 Co I 5' Q. 13.33' I 5' u-I� 11.40 .-I� 5 �I ---� RENEWS: 12-31-2023 5' 21.11' 5' 2.52' I /O TVB I • 1 �' in NOT FOR PERMIT O 12'I—8.8' 1 Zo — — --v— _ 19.5' _�� I I xi I I ® 6' 10 �� ' I `/ °i/ i0 x I� I �� N Co W 1 x 1 0 1E ' / / Q cn COTTAGE x I- a co I I — 03 COTTAGE COTTAGE O N x 5' 12' 02 01 O O i io i I ill du I �� / x I O II 1" o ht 1 N ® , yY< 0 0 E It c6 CO 0 X _, 1 O x " EA I/E L%/ o 1 I COTTAGE / / W H / - N N 04 �, x x ji,� /EXISTING HOUSE 5 12 r '� 0 !, I—I W Z / I 1 x x I r r 5.17' . 6' .. .5.5'• 17.75' _ 5' 3.46' 5' M N I `n 61.71' / '\ �' + N Co / ao 0 i �\ ill O a' co COTTAGE `�% �\,_0 —II (24 — — i 1 Co 05 �I � V W 5' 12' 5.17' 18.25' 5' 18.25' 5' / / 1 [� / "' 3.19' Co COI U) / I i i_ i_ CI 7rn `n V L W M N N / Z I N- N- � j 0 � N I co I _ _ - - - - EB + COTTAGE - - - - _ / - - - -10 Z I / 06 o 1 w / / 5' 12' in I o Ift / 2 / EC) El in / �COTTAGE COTTAGE COTTAGE / 0 ~ ' i 08 09 10 / 0 / O 5' 12' M COTTAGE / / 07 6' 6' z / / ,x 52.16 N En 9.41' I — c° co 0 / %<I II /ct � z C I I ] I I I I I I I ] I I I I I I I 7 10' BLDG QQ / SETBACK 1 D2 93 DL • P5 D6 P7 P CB � g / �'< w o I / Co CV / T.M. RIPPEY O / ©CONSULTING ENGINEERS INC. LH 2022, ALL RIGHTS RESERVED O / THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING ENGINEERS INC. ONI- I 1 / AND ARE NOT TO BE USED OR REPRODUCED n1 1 IN ANY MANNER EXCEPT WITH THE PROPER //< & WRITTEN PERMISSION OF T.M. RIPPEY Zo CONSULTING ENGINEERS INC. 34' I 25.5' I 5.5' 25.5' I I /x DATE: '% % DRAWN BY:RTN PO I NI / I I CHK'D BY: CJD 0 MATCH LINE - SEE SHEET C2.2 SHEET N GRAPHIC SCALE �' 1 NORTH DIMENSIONED SITE PLAN 10 ° 5 10 20 40 02 . 1 C2.1 SCALE: 1" = 10' N IN FEET � 7 OF 20 Li; CN_i1 inch = 10 feet TMR PROJECT22615 No.: I Attachment 1 MATCH LINE - SEE SHEET C2. 1 z _ _ _ _ _ — , ' 7— / P pw.., z O 7 1 11 / ►� / _ to / ! xz 1 % N. COTTAGE COTTAGE COTTAGE / I 08 09 10 / '; H o I 5' 12' 5' / 1 C.. / / % j / I COTTAGE / 44 E.c,„-, N / 07 / / b � ° o -{- 1 M > o � ; I / I EN 0 2.73' � 6 3.58' / 1, 3 0 / f, 6 / ' 9.41' / 1 P H a / Z.o en en 0 / 1 p PROF 1 10' P.U.E. I I I I I I I I I j 0 i N 6 F /O I � 1 D2 P3 P �� D5 P6 D7 D8 D9 D1 / ���S�PF I 4 / PRELIMINARY 1 CV • � / , 3-05-2024 ® I a O i i ds ...7, 70.��i I ✓• DESK / I I / �. 34' _ 25.5' 25.5' / ; RENEWS: 12-31-2023 I 1 20 1' (4) PARKING SPACES - 8.5'WIDE 5, (3) PARKING SPACES -8.5'WIDE 5.5, (3) PARKING SPACES -8.5'WIDE I - , I 1 N. .I in - / g NOT FOR PERMIT I 11 5' 5 I ,-, J SERVICE /' I w r l�� I N 0.5' 0.5 § Q i L_I co / \ \ AEA /1 JL O \ N UJ k O O I N / P r 25.5' - N � // I (3) PARKING SPACES 8.5'WIDE o 25.5' 10.01' 1 W i 5' 9' 8' 9' 8.5' 5' (3) PARKING SPACES -8.5'WIDE CR LI I I I I /� Q 1- `° / 0\ EXISTING SHED ~ Cr) O N ICN i ■ 10' P.U.E. 10.03' / O - - - - B I O �� O (� I 1 1 D19 D18 D17 � 16 P15 31 �1 D1 > > // ± � a Ii3 12 11 �X Q 1 / I I I \ 7 I I I I I - / ' - T / � 0 ' 909' 0 / I I I _ � W N 1 I IX Ur rn o ' I I + - - - _ _ _ _ 0 w COTTAGE -II.- 2.73' 6IJJ 5.08' 0 14 1 I . 1 ~J �..� / I 5' 12' I% 1inI r A COTTAGE COTTAGE COTTAGE z Q ,..� in N 13 12 11 J EB 04 I N-'-i , 5' 12' AII < w 1 H t COTTAGE A , : I cpZ I 1 H1 T I LU CI r/D M I Z / r- e 1 - en w o _ . . . � . . 0 1 cn N(1:1 / L . �1.29' . . . � . . . 3.36' o 0 0 I i en I 1 ,- � I 5' SIDE Z I I SETBACK Q I 58.27' 11' II 5' 17.75' 5' 7.25' 5' 1 �I W 1 _ 1 Q : Imo` 2 IH 0 1 (- 1 o 0 o I— r T r 4 en cn II COTTAGE - _ _ _ _ _ J : I O 1 / • 16 1 I I 5' 12' A 0 I / 4'1 zA / I . _ � . . . ,_ . . . _ N 01 5, / I COTTAGE COTTAGE COTTAGE I / �LLI 5' 12, 18 19 20 O I + / COTTAGE 0 I 5' I 2.73' r7 / 17 6' 6' 5. 8' P4 Lii I / M 1 / { ©CONSULTING ENGINEERS INC. 2022, ALL RIGHTS RESERVED \\ / ITHESE DRAWINGS ARE THE PROPERTY OF N 1 / I I TM RIPPEY CONSULTING ENGINEERS INC. 0 I _ / 4 x AND ARE NOT TO BE USED OR REPRODUCED CV 0 1 x IN ANY MANNER EXCEPT WITH THE PROPER in I / O I WRITTEN PERMISSION OF T.M. RIPPEY / o a)� CONSULTING ENGINEERS INC. (NJI / `' i DATE: DRAWN BY:RTN JII N 1 —X— 0 —3‹ — — _ _ O CHK'D BY: CJD O O O 0 O O O _ x— - - — ' SHEET 1 //\ //\ x CNi N GRAPHIC SCALE �' 1 SOUTH DIMENSIONED SITE PLAN 10 ° 5 10 20 40c '' C2 • c.1 C2.2 SCALE: 1" = 10' IN FEET ) 8 OF 20 L21 1 inch = 10 feet J TMR PROJECT No.: Li 22615 Attachment 1 I4 PUBLIC 5' STM MH ›--� RIM= 216.00± 14 Z IE 12" IN (S)= 206.77 KEYNOTES FOR THIS SHEET p,,, IE 12" IN (SW)= 206.77 A-+ w IE 12" OUT (E)= 206.57 MARK - DESCRIPTION z PUBLIC 4' STM MH 131.9± LF OF 12" PVC PUBLIC 4' STM MH 13.7± LF OF 12" PVC O- INSTALL NEW 8" DI CLASS 52 PUBLIC WATER MAIN. E RIM= 226± STM AT 8.1% SLOPE RIM= 216.50± STM AT 1.0% SLOPE SAN MH #10768 2 - INSTALL NEW 2" DIA COPPER WATER SERVICE PER CITY OF TIGARD IE 12" IN (S)= 223.54 IE12" IN (W)= 212.71 [� IE 12" IN (SE)= 224.19 IE 12" IN (SE)= 212.71 PUBLIC CB RIM 212.9' PUBLIC 5' STM MH STANDARD DETAIL 521. O IE 12" OUT (E)- 224.19 RIM= 215.28 IE IN (± 8" W) 194.9' RIM= 216.00± U �501.6 LF 8" PVC @ S= 3.79% IE 12" OUT (S)= 212.51 IE 12" OUT (NW)= 212.85 IE OUT (± 8" E) 193.7' 198.3± LF OF 12" PVC IE 12" IN (W)= 204.59 O- CITY OF TIGARD TO PROVIDE AND INSTALL NEW 2" WATER METER. /r-__---��\ - - - - - - -_ - - - - - - - - ITV - - _ - _ - - - - -STM AT 1.0% SLOPE IE 12" OUT (SE)= 204.39 ;OH XOH XOH\X X•�s•�•.5 � - SDCB #10220 1 �\�� 7 ' ," 1%51 \� �� - _ _ - - - - - O4 INSTALL NEW 2" DCVA IN VAULT AT PROPERTY LINE PER CITY OF TIGARD r M o / XOH -TXOH XOH XOH XOH XOH XOH XOH XSH �� XIH XOH XO ESN- Al. XnH XOF{ XOH STANDARD DETAIL 532. N o0 0 RIM 226.6' I XOH XOH -XOH XOH - b r o SAN MH 10631 ---- XG X XG XG XG XG XG X XO XG XG O- INSTALL NEW PUBLIC FIRE HYDRANT PER CITY OF TIGARD STANDARDS. ° # \' pp�� IE IN (f12" S) 223.7'--- -_ _ ------- XG _ 10931 AN XSAN RSAN XSAN XSAN XSAN XSAN - ( SD # > o - - / - - lE IN f 10" W) 223.6 4N XSAN XSAN XSAN ( XSAN SAN XS• XSAN XSAN XSA XSAN XSANR 207.9' a a° o m IE OUT (f 12" E) 223.5 - - - - XSAN SDDI #10930 SDCB #10310 SAN MH #10224 0 - Q- w O' - - XSAN TOP GRATE 208.0' IE IN (±12" S ) 204.2' C1- INSTALL NEW 2" DIA. COPPER SITE WATER SERVICE. SEE SHEETS C2.4 AND 3 0 0 IE /N (fR/M 230.3'10" W) 228.4 POSSIBLE FORCE MAIN �O }--STM STM STM STM STM STM STM STM-��� S�' EDGEWOOD S REET _ _ _ BOT GRATE 206.6' lE OUT (f12" ) 203•9� C2.5 FOR MORE INFORMATION. rc'rcp ° 2 W O X �� /•� �4n' WIDE EXISTING PUBLIC RIGHT-OF�Y) _IE OUT (f2" E) 205.8'- - 7 INSTALL NEW 4' DIA. SANITARY SEWER MANHOLE AT EXISTING SEWER \-1 �° H a w RIM 226.9' cn cn / STM STM STM STM STM STM STM STM ST --STM STM STM �� O MAIN. /7- lE OUT (f 10" E) 228.4' i _ �D PROF XWTR NO MEASUREMENTS _ ;TM XS I M NWTR XS f eLT-13 X5-41 xs-rOWTR xs-rmw I R XSTP� - -a XWTR ---- --- -- XWTR Q -XWTR XWTR �W XWT XWTR XWTR IE 12" CON �� �s I " '� XWT' XWTR , XWTR - -XWTR XWTR XWTR WTR O- INSTALL NEW 8' PVC ASTM D3034 SANITARY SEWER LATERAL AT 2% (MIN) x Qj r _ + z �� vim, " UNABLE TO�� 117.5 LF 10" CMP S= 4.09% © i �� _ _ _ + - + - Q 22.7± LF OF 12 \M------7 �S �' E. �O� co LOCATE / Me XSTM < SLOPE TO PROPERTY LINE. SEE SHEETS C2.4 AND C2.5 FOR MORE � - r - • mill m PVC STM AT CULVERT INFORMATION. 80058PE - - - - - __: I lc I e FC MH 1.0% SLOPEPIPE HEREf 24.3 LF 12" PVC @ S= 6.979 g - INSTALL NEW TRANSFORMER AND VAULT UNDER SEPARATE PERMIT._ _ I PRELIMINARY a - - - - -- - 1 - - - - - - - - COORDINATE WITH SERVICE PROVIDER AND ELECTRICAL DRAWINGS FOR 3-05-2024 24.3 LF 12" PVC @ S= 6.17Z co III . MORE INFORMATION. , Tve • 5I M /° 0 30.6± LF OF 12" PVC 2.5± LF OF 12" PVC j Nf , .. , ��i I I- -� A - - STM AT 1.0% SLOPE STM AT 1.0% SLOPE 10 - INSTALL NEW DATA/COMM/TELE SERVICE. COORDINATE WITH SERVICE S �� SDCB #10226 I IIII STM STM STM • to of IE AT OUTFALL= 212.20 IE AT EX MH- 204.37± PROVIDERS FOR MORE INFORMATION. `�• RIM 228.2' , -• PUBLIC 5' FC MH IE OUT (±10" NE) 225.2' I O- INSTALL NEW 5' DIA. STORM MANHOLE. SEE SHEETS C2.4 AND C2.5 FOR I RENEWS: 12-31-2023 2 / 7 0• c �, RIM= 218.25 MORE INFORMATION. _ SDMH #10225 - COTTAGE /I IE 12" IN (S)= 207.20 12 INSTALL NEW 6' DIA. FLOW CONTROL MANHOLE. SEE SHEETS C2.4 AND C2.5 - 03 ¢ COTTAGE COTTAGE IE 12" OUT (N)= 207.00 I O FOR MORE INFORMATION. NOT FOR PERMIT RIM 228.1' II - I 02 01 1 g 41 IE IN (±10" SW) 225.3' I i 0 k ��1 co O PRIVATE 5' FC MH IE OUT (112" N) 225.2' a�0 _ �_� ' I RIM- 218.85 ®- INSTALL NEW ADS STORMTECH INFILTRATION RETENTION SYSTEM. SEE s I I IIII c~n I SHEETS C2.4 AND C2.5 FOR MORE INFORMATION. + / IE 12 IN (S)= 207.22 �' ' II IE 12" IN (W)= 207.22 14 - INSTALL CONTECH FILTERRA VAULT FOR PARKING LOT WATER QUALITY I 24.4± LF OF 12" PVC� ,� / IE 12" OUT (N)= 207.02 I O MITIGATION. SEE SHEETS C2.4 AND C2.5 FOR MORE INFORMATION. STM AT 1.0% SLOPE I I • COTTAGE II I� I , ( ) I � 1 • 04 T'� WTR / / / I O INSTALL CONTECH STORM CATCH BASIN. SEE SHEETS C2.4 AND C2.5 FOR M /111F/ MORE INFORMATION. W CO PUBLIC CB 24 RIM= 227.43 I �' ; - �' d 16 - INSTALL AREA DRAIN IN LANDSCAPE AREA. SEE SHEETS C2.4 AND C2.5 FOR Il / III �� _ I I MORE INFORMATION. �•/ H IE 12" OUT (NW)= 224.43 I > � I` STM / ,,,,t� - 1 © O INSTALL NEW 8" PVC STORM SERVICE. SEE SHEETS C2.4 AND C2.5 FOR < u) + ; � ISTM •IL o � /r TTTTT I MORE INFORMATION, TYP. � Q �I 1 11 L I I INS • I ° / I N 0 COTTAGE z ©ACCESS MH D� X4\4_1•/// / 18 INSTALL PUBLIC STORM PLANTER IN PUBLIC TRACT. TRACT DIMENSIONS H 0 Na ® / I O TO BE VERIFIED WITH PERMIT PHASE. SEE DETAIL 2/C2.3 FOR MORE 0 R 1 ,_ IM I I I I I 11� �� INFORMATION. 0 + IIII �"■ L��-111 JI% WO MH ( 11 ) CI- INSTALL CWS CHAIN LINK FENCE PER CWS STANDARD DETAIL 740. W 0 314.6_ LF OF 12" PVC I iST STM AT 2.0% SLOPE `n / ■■ W-R 'NTR 0 1 - - - [9 y� ! COTTAGE ..TM _� _ _ O w _; 1 06 t)-.11 k cn I I IIII COTTAGE COTTAGE COTTAGE ti I I z 08 09 10 CN STMQ 2 I r� 0 / COTTAGE v Co H cn % 07 / I Q I © I _ = __ 2 0 I I I P1 P2 `4 P5 P6 P7 P8 P9 P1• � 'I ic ,...: il co 2 oVe0 I .- R WTR c~n SERVICE �(I gli. I 1 O AREA 7 ill. GL, I 1 , a to/0 o it w L <J z I I �j 11 w 12 FC MH liw I _, I 1/ ^J^ I CI ;[ ,,, STM M rX ci_ __ __ U �g • O O r1 ►-� cn0 0 I I' �i1M� P 18 sPTM7 Ps1 \ g11n P 14 / P 13 P 12 P 11 4 J • • VD 2 �' 1111 C~i c~n 0.iTM _ - - COTTAGE Q 8" CWS CHAIN LINK FENCE J W 14 1 o PER CWS DETAIL OR ' 0 CWS CHAIN LINK FENCE J A I I / •. ►_ `� � APPROVED EQUAL • , o �' PER CWS DETAIL OR Q I� II / ix cn COTTAGE COTTAGE COTTAGEEt I0 .. uu 13 12 a 11 I c . APPROVED EQUAL w TY\I---1 TM 0 g `� ° ' ALTERNATE 18" BEEHIVE PER 2 + COT1TAGE / II D •� TAILS (TYP) CWS DETAIL 758. / / P/L O I Q VbTR I NTH I I WZTf� I _ I k ' VARIES, SEE PLAN 1'± I I sT sTM-o I / �•� ' ° 2 #4 CONT IIII _ 5-<- ( ) ii%�i�iiiiiiiiiiiliiiiiiiiiiiiii I - r'r r T .i - . I © E. < AT TOP (TYP) 0 = AT 18" O.C. ���� 1��� _EV. = 213.65 0_ -I CENTERED IN ////zizz/z/z/z/z/z/z/z/z/z/z/zzim C") I D WALL (TYP) rt < -- • IIII 0 W Q MHO _ - . - WTR- WT. WTR D • ° I 2-0 r .,TN STM I STM I --- I + r ■ SLOPE VARIESII- �.-1II- • >� EQ (TYP) \- D .c/� z COTTAGE � - © I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=�I=� �� . . �;• • .e.•1D #5 DOWELS w �' 16 I r Q • I ;IIII 111 1 I 1 111E111=III-1 11-111=1111 I /.,/ / o ' .• D. . ' o Z ACCESS MHO �, -111-1 FG = 211.70 II 1=III D D: • . CD I •• • • < > • - - 3 ASTM #9 SAND .: Z PUBLIC 4' STM MH 0 2 , . COTTAGE COTTAGE COTTAGE =III=I ...ti _. D . . oI CC RIM 233.23 18 19 20 I-III- �.:,';.::' SANDY LOAM • SANDY LOAM I IE 12" IN (SE)= 230.03 I O "6 ' 1-I �' Q GROWING MEDIA �° GROWING MEDIA ' D I z Et COTTAGE 9" 3/8" 1 e - IE 12 OUT229.83 + / �o cn (N)= (MIN) EWE :r: c - - .... . ..... .. I 1� I _I 11- �•.:>:°:��.:: •':::::'::. :::.:::.:.':•';••:�.-.• ::::',..:.'��::;::.:- p . . . . . - � � �-III-III I I III _ / a .:M PEA GRAVEL . . . - IIITIIIII=III=III=III=111EIII=HEIIIFAIIFILIIFILIIFILIIi I I I- 6.7_ LF OF 12" PVC � _ - �.:�:�". . : . :. ,;' .. ." .... ...:..: ....• � .� � _ � <'.' .g' W D.. _III- '..�:�. '.. . :.:..:.::..-::;� - _I -I - YSTM AT 1.0% SLOPE O I- � �:� D - '-"1-1 II O • ��•�1 • 1 • 1�•a1�•r o ;I o ;I o ;I �� 1 • 1�• 1�• 1�• 1�• 1�• 1 • 1�•• .1-1I - In I 1 SAN _ -1 07I • • • �• • a• •Vi• li • i• • a• • .• I I - . •' • •A • •A • •A • •A • •� • • • •- _ _ r� -111-1 I D 11• %��i •1 •1 %11 %11 %11 %1 _ 1 •.•1 ��•IOW' 1•��•1•��•1 ��•1•��•1• �" • =111 'i 11 1 T.M. RIPPEY - -_�: .• 1 • 1 • 1�• 1�• 1�• 1�• 1�• rn 1 •• 1et • 1 • 1 • 1 • 1 • 1PUBLIC CB- _ y,.l i0 T.O.F. - 209.20 1=11 - . ��'V ,42I14/14F;�/��T-#1�T-#1�-l��/��-l��/ .p v ��,l��I�//II��_/I��/I��_//� - ©CONSULTING ENGINEERS INC. III \� _ • d ••• •a1 .•! a1! a1! a1! a I�•,_I�•!_ _I •_I •_c ._' ►.. _ #4 BARS HORIZ 2022, ALL RIGHTS RESERVED RIM= 233.10 �_ _ I'- p e D 'D c . _ 18" O O O O • •� O O - - -III-I .'. e e. , •-D ' e D.� p I I 1-ITHESE DRAWINGS ARE THE PROPERTY OF N IE 12" OUT (NW)= 230.10 I ° 1-111 p _ p ,•.. II 1I- o _ _ e a D CONT AT O.C. N I l�/� D D B.. o p �e IN ANY MANNER RIPPEY NEXCEPT WITH THE PROPER X =1 I- C. A p D.'• A �e D P • D b• I I I-I (MIN) (TYP) AND ARE NOT TO BE USED OR REPRODUCED �< ROUGHEN JOINT (TYP) - 1 e o e °' D D e S. %° D I I= WRITTEN PERMISSION OF T.M. RIPPEY in CI I =111-.,• • • Alt • �� • �.• • �� • �� • �� • ��, �• ��• • ��• i �;• •c � -- •.4. • h• •*P�• • h • i •eP • PX• • ��• • ,: •,,,�• •, • • ; 11 - ( #4 CONT CONSULTING ENGINEERS INC. I = •. 1 •.•1 •,•1 •:=t1 •:;-t1 •:=t1 •�=t1 •:=t1 •:•1 •�=t1 •:=t1 ..•11 .:=t1 •:=t1 •:=t1 •.=t1 •.=t1 •:=t1 •.=t1 •.,•1 •. 1 •,•1 •=f1 s _ Ir i Ir�f•/ Ir:• I • Ir:• 1�• 1�• 1�• 1�• 1�• 1�• 1�•► 14 co. Ir • Irg• Irg• Irg• Irg• Irg• Irg• Irg rro Ir4 1 •, Ire AT BOTTOM r7 - • - - 1 _ �Ii��1_I���1�X !ti i!.4••_11••_ 1••_1 i_11••_Ise.•_s i_s_eliI�L �. i i• oi• %i• %i• %i• . . . ♦' i 1-1 1 1- PVC PERF PIPE SEE _ DRAwN BY:RTN �, - -� I I -I - - - _ - - �_ ' 1' III=1 UTILITY PLAN (TYP) I=1 11=1 11=111- 111-111-111-111-111 III-III-III =1 1=111-1 11=1 11-e)=1 I I I I-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I I I I-1 11- (TYP) CD I -III-III-III=III -III-III-III-III-III- I I=III=III=1 ' I-III=III-III-III-., I I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I-III I_I I I-I C►-11<'D BY: CJD o I I (2) #4 COLNT AT , #4AT 18" 0.C.VERSPE E SPACED COMPACT PLACED ROCK 3" CLR ( ) (TYP) (9) #4 CONT SUBBASE TO 95% ASTM D1557 (MIN) (TYP) C 2 • 3 SHEET rri COMPACT UPPER 8" OF NATIVE GRAPHIC SCALE SUBGRADE TO 95% ASTM D698 �I 1 OVERALL UTILITY PLAN 20 0 10 20 40 80 2 STORM PLANTER CROSS SECTION _ N C2.3 SCALE: 1" = 20' ( IN FEET ) C2.3 1/2" = 1 -0 9 OF 20 ii; 1 inch = 20 feet TMR PROJECT No.: Li 22615 Attachment 1 - - — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � z - - - - - - - - TVB — vmm. — _ _ _ _ _ _ — _ -----_ KEYNOTES FOR THIS SHEET a z _ MARK - DESCRIPTION a' --------- `� \ i � � OH ' ` XOH1 XOH -+—XOH XOH XOM XOH XOH —XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH J XOH XOH -XOH XOH XOH XOH iSCOH XOH XOH / O— INSTALL NEW 8" DI CLASS 52 PUBLIC WATER MAIN. F: SW EDGEWOOD STRUT �' e I I E ---_. L XG ----- �G XG XG --lc-,- XG XG XG XG -XG XG XG XG XG XG �'�CG XG XG XG X� X XG XG XG XG XG XG 2 INSTALL NEW 2" DIA COPPER WATER SERVICE PER CITY OF TIGARD [- (J0 WIDE EXISTING PUBLIC RIGHT-0E=WAY)_____ xj STANDARD DETAIL 521. O CI— CITY OF TIGARD TO PROVIDE AND INSTALL NEW 2" WATER METER. J XSAN XSAN XSAN XSAN XSAN XSA -XSAN XSAN XSAN XSAN XSAN XSAN XSAN 'SANIXSAN XSAN XSANT XSAN XSAN XT XSAN XSAN XSAN XSAN XSAN XSAN XSAN XSAN O 'i O— INSTALL NEW 2" DCVA IN VAULT AT PROPERTY LINE PER CITY OF TIGARD x DETAIL 532. N o — — — — _ - z o ' °m o � < cn < — — — — — — _ _ O— INSTALL NEW 2" DIA COPPER WATER SERVICE. > o 4 m / STM STM STM STM STM STM STM STMM // O— INSTALL NEW 1 %" DIA COPPER WATER SERVICE PER PLANS. O o X , STM STM S M STM STM STM STM 1� I STM STM STM STM STM STM- v ° \_ o ,t c z z __ / T — O— INSTALL NEW 1" DIA WATER LATERAL TO BLDG, TYP. �° H a w - XWTR XWTR XWTR XWTR IRE„I I- XWTR XWTF —XWTf XWTR XWT^ XWTR XWTR - ---- - t - CI— INSTALL NEW 4' DIA SANITARY SEWER MANHOLE AT EXISTING SEWER MAIN. XST XSTM XSTM XSl M XSlM -----_____ a XWTR XWTR XWTR XWTR XWT$` TR I XWTR XWTR XWTR XWTR r',\)_, PROFFIII, i �I ��-- ----- --j 7 z ) / �\ MBO— INSTALL NEW 8" PVC ASTM D3034 SANITARY SEWER LATERAL AT 2.0% (MIN) 'N' <' s�/Q�SLOPE TO PROPERTY LINE. 0058PE -- Ct 1 © I I �u)— + 1411Pr -{- � 10 — INSTALL NEW 8" PVC SCHED 40 SANITARY SEWER AT 2.0% (MIN) SLOPE. PRELIMINARY . \ xx N z _ x - O 11 — INSTALL NEW 6" PVC SCHED 40 SANITARY SEWER AT 2.0% (MIN) SLOPE. 3-05-2024 ICI i I 0 z z cn � GHf 7 01, �� �1 �'": — I \v/ — — _ _ _ _ `� 0 12 — INSTALL NEW 4" PVC SANITARY SEWER LATERAL, TYP. `r✓. \� z - - X I I I � 0 p � //_\ Q O— INSTALL NEW 5' DIA STORM MANHOLE. - RENEWS: 12-31-2023 I CO sTM sTM STM—� /O 14 — INSTALL NEW 6' DIA FLOW CONTROL MANHOLE WITH WEIR WALL PER CWS TVB • p O DWG 270/SHEET c3.0. NOT FOR PERMIT I _`/ I O— INSTALL NEW 5' DIA WATER QUALITY MANHOLE PER CWS DWG 250/SHEET cn U � _x— X C3.0. ��� I I 7 I��i STM STM STM STM STM STM p ® 1� I n n I 16 — INSTALL NEW 8" PVC STORM PIPE AT 1.0% (MIN) SLOPE. rn H ® 0, r � I � �� x �17 x O— INSTALL NEW 6" PVC STORM PIPE AT 1.0% (MIN) SLOPE. I H I 0— INSTALL NEW 4" DOWNSPOUT LATERAL, TYP. W 0 ---4. W1S w 2 11 / �' I 19 — INSTALL CONTECH FILTERRA VAULT FOR PARKING LOT WATER QUALITY `/ / Q (/) I ' / COTTAGE 0 �n I / MITIGATION. 03 SAN COTTAGE COTTAGE li / 20 INSTALL TWO ROWS OF "ADS STORMTECH MC4500" DETENTION CHAMBERS. CN / x x III / PROVIDE IMPERMEABLE LINER AND 30% (MIN)VOID RATIO 9" THICK ROCK H 0 N / 0 02 01 H c D , / BED AND ROCK BACKFILL AROUND CHAMBER PER MANUFACTURERS O H / DETAIL. o r BOTTOM OF ROCK ELEV= 210.75 U > 0 1 / I x x A TOP OF ROCK PIT ELEV= 217.50 W 0 I _ - 0 O O— INSTALL AREA DRAIN. 0 > O of STM H 1 Q I + / x x W Ct / it I p r<I� / STM $TM - - L - C C v I I COx x ' / COTTAGE SAN EA VE LINE o ~ W '` co N H / WTR v) WTR WTR WTR WTR ' - � / / / / 0) / c 7 EXISTING HOUSE 0 I I CT-4 I // 0 -STM SJM 2 STM x �I / H X Q / 0 z 0 NO H ' H Uw � 0 / mw / (n 5 X ,. x ., x 111 i ' 0 L-STM H cn � STM STM Ccp I ` I1 cn / P i : ////////// /// /// /////// '//�/� � / _ T T T T T I I + / STM $TM 0 7' ' �• I I I I I I ; ,- l ► O J. Q a / COTTAGE Iz �,/ I I I I I I\\ �� N I I I I I I W L. I / : 05 ® SAN `0 �_L_ _ _�_Je, / 1 / 0 Q I I I I I I � � Q I I I / I I I I I M J U� w / � ,_ \ I I I �I I I � W I / P � � < . � . . . ®. . . — —STM L J Oak / STM STM STM I STM STM / / H / g WTR WTR WTR WTR WTR WTR WTR 1 z u I I / STM fM I + i 0 - - - - _ _ _ _ EB c� I / COTTAGE - - - Q - - �� 1 co 0 6 ® SAN / I 2 H 1 0 r, 11 p H p 00 00 00 I 11 I / - o �, � � � > L STM COTTAGE COTTAGE COTTAGE / 1 �, / z 08 09 10 1 / T 1s � / 0 STM ®TM H COTTAGE - c~n cC / 07 ® SAN H cn w / T m © CO H 1 0 I // u)\R — — SAN SAN SAN SAN - SAN • !Ct 2 z © / cii I Z 1 j I C I V, I J I I W W I 0 • D ' P2 P3 D P5 D6 P7 � N P8 � 9 � 1 •�I M I 0 0 O Q / T.M. RIPPEY H O (n ©CONSULTING ENGINEERS INC. I� I (n y 1 O / 2022, ALL RIGHTS RESERVED R ® WTR \ z / THESE DRAWINGS ARE THE PROPERTY OF l Q / TM RIPPEY CONSULi1NG ENGINEERS INC. NO WTR 1, WTR W R WTR / AND ARE NOT TO BE USED OR REPRODUCED N I z 01 IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY in cc CONSULi1NG ENGINEERS INC. 0 I I - zDATE: NI ' DRAWN BY:RTN C0 >� = I� I ;� ��� L / CHK'D BY: CJD MATCH LINE - SEE SHEET C2.5 SHEET 4 N GRAPHIC SCALE �' NORTH UTILITY PLAN 10 0 5 10 20 40 (4 ) C2 • 4 1 1 N C2.4 SCALE: 1" = 10' IN FEET N 10 OF 20 Li] 1 inch = 10 feet TMR PROJECT No.: I 22615 Attachment 1 MATCH LINE - SEE SHEET C2.4 ►—+ w ` � 7 I T a . . . H KEYNOTES FOR THIS SHEET a a � // _ MARK - DESCRIPTION I O lit I // > _1 STM H / / 0— INSTALL NEW 8" DI CLASS 52 PUBLIC WATER MAIN. F: D COTTAGE COTTAGE COTTAGE // , H / z 08 09 H 1 0 / 0 Co— INSTALL 2" BLOWOFF ASSEMBLY. H STM ®TM 2 / I / CO / 30— INSTALL NEW 2" DIA COPPER WATER SERVICE PER CITY OF TIGARD OU / COTTAGE i STANDARD DETAIL 521 I / SAN / H / i 4 — CITY OF TIGARD TO PROVIDE AND INSTALL NEW 2" WATER METER. . 07 Q / coNo O N � o I co / O— INSTALL NEW 2" DCVA IN VAULT AT PROPERTY LINE PER CITY OF TIGARD ti M o / DETAIL 532 > o "' i O— INSTALL NEW PUBLIC FIRE HYDRANT. > 0 o ° o / o C \ 0 / 4 Q7 — INSTALL NEW 2" DIA COPPER SITE WATER SERVICE. r ��° H a w / �— SAN SAN SAN SAN \ — SAN-4I / CI— INSTALL NEW 1 2" DIA COPPER WATER SERVICE PER PLANS. J z \c.) P ROFF U' 2 / O— INSTALL NEW 1" DIA WATER LATERAL TO BLDG, TYP. �S c, 1 N *20 20 P 1 D 2 D 3 P D 5 D 6 D 7 u, D 8 D 9 c P 1 W W / 10 INSTALL NEW 6" PVC SCHED 40 SANITARY SEWER. � � ROOSRPE,� O © z / ,x O PRELIMINARY I i 0 0 a v, O— INSTALL NEW 4" PVC SCHED 40 SANITARY SEWER, TYP. 3-05-2024 1 TR ® WTR ® z O � � Hf 201 �� \ ' 12 — INSTALL NEW TRANSFORMER AND VAULT. COORDINATE WITH SERVICE �` 1 WTR e VbTR W-R WTR w i I L PROVIDER AND ELECTRICAL DRAWINGS. �• DESK' I z O COO— INSTALL NEW DATA/COMM/TELE SERVICE. COORDINATE WITH SERVICE RENEWS: 12 31 2023 u I 4 PROVIDERS FOR INSTALLATION. _ wz / 14 — INSTALL NEW 5' DIA STORM MANHOLE. I p co /x r NOT FOR PERMIT H 00 SE VICE / Q C INSTALL NEW 5' DIA WATER QUALITY MANHOLE PER CWS DWG 250/SHEET co I A ;� I O NVS O % rfr co_ INSTALL NEW 8" PVC STORM PIPE AT 1.0/o (MIN) SLOPE. II O �� �'� O— INSTALL NEW 6" PVC STORM PIPE AT 1.0% (MIN) SLOPE. (^ V, 41of IK cc I H / i CO z / 1$ INSTALL NEW 4" PVC DOWNSPOUT LATERAL, TYP. W H__ FO w / 19 — INSTALL CONTECH FILTERRA VAULT FOR PARKING LOT WATER QUALITY VF-CR I / % O MITIGATION. Q C/) 1 H PH STM STM STM STM STM / / T ? / HED "ADS STORMTECH MC3500" DETENTION CHAMBERS H 0 CN Cr)/ /� EXISTING S 20 — INSTALL ONE ROW OF', PER DETAILS. PROVIDE IMPERMEABLE LINER AND 30% (MIN)VOID RATIO 9" H Q cV 1 / THICK ROCK BED AND ROCK BACKFILL AROUND CHAMBER PER O OI O H w O % MANUFACTURERS DETAIL. sC E-+ I O cn Elx % BOTTOM OF ROCK ELEV= 220.50 U w w I COw I O 12 / TOP OF ROCK PIT ELEV= 226.000 0 F { I O 0 � 19 � � 8 � � � � `CV �� � � P P 2 � � /x CI— INSTALL AREA DRAIN. 0 0 Q �j STM STM STM STM STV1 ST STM STM / I / ; 0 11J Cy I2 / I I I 1 I I ii I I I I I I 2 I [ I I I (I) / / � \- (I)�� T V E E k T O C� .1 ►-� / SAN SAN SAN SAN x -1 I / p W z I( rY . 1 H x t I a _ _ I M STM TM 0 0 CO 0 0o HT COTTAGE 0 : >i< w w I OsA,H 14 x I z � w / 0 CO 0 z 1 I1 / / 0/ COTTAGE COQ H COTTAGE z COTTAGE I I . . . , . . . _ _ STM 13 0 12 11 in 1 / 0 I H / �t I> 7 EB �i I / STM cC STM p Q Z I / COTTAGE 0 O 1s 0 0 J I -1 / 15 SANH I..L CI / �/UVTR WTR WTR -WTR WTR WTR !TR — WTR / 8 Ixx >- 1 IL/ STM \ STM M STNI STM ST a' / H 0 H I I ////////% //, / 1 or----r----- 1 -- II\ --- 1 D z0 1-_- 1 1 ! \ _____, � g II I ---L --L--J -- I— ii^iiii///// D 1 / r . . . � . . . � • • • › .0 0 \ 0 0 u) / W WTRI WTR WTR WTR WTR WTR WTR—7 J / STM STM STIVV STM STM I STM STM I )c � I / T '------------4 / A H I COTTAGE 0 Z - - - - - I H / H / 16 SAf� 0 z / 0 T — T0 co 0 0 0 0 0 0 o H H / 0 z IH / 0 CO I / > I STM z LLJ / © cC CO COTTAGE COTTAGE COTTAGE • Z I / 18 19 z 20 STM STM Q COCt I v� O I / COTTAGE 0 / II H H + / SAN Q 0 �. 17 Q W (NJI / O CO M I x T.M. RIPPEY \� / 0 0 0 © LTING ENGINEERS INC. 2022UALL RIGHTS RESERVED I / I THESE DRAWINGS ARE THE PROPERTY OF N O _ / I /\ x TM RIPPEY CONSULTING ENGINEERS INC. >< AND ARE NOT TO BE USED OR REPRODUCED CN / SAN SAN Q I IN ANY MANNER EXCEPT WITN THE PROPER / WRITTEN PERMISSION OF T.M. RIPPEY in —] CONSULTING ENGINEERS INC. r7 I N//Z/Z, DATE: NI — — X — _ — — — — — — — DRAWN BY:RTN U Q O Q Q O O Q Q Q Q Q X CHK'D BY: CJD x SHEET o iri 1 1 / /\ GRAPHIC SCALE �' SOUTH UTILITY PLAN 10 0 5 10 20 40C 2 • 5 (7) N C2.5 SCALE: 1" = 10' IN FEET N 11 OF 20 L 1 inch = 10 feet TMR PROJECT No.: I 22615 Attachment 1 ww z a w P4 z E-, g _ 44 E ;OH � - - - XO\` X. S• o..es/ XOr --- XOH `( 1 E XOI H H X01 XOH 0 XOH C � /XHO \ \� H XO ^1 XnH/ � \ \ @ XOH XOH XOH XOH - b \ - \\ - 6 N �' cv N N/ N c9 cl? C2.6 4.�6? (cT �,v '7'-9.\ - \ - v © SW EDGEWOOD STREET ° o \ �0� \ \ \ -\ FP=222.66 - FP=222.36 - - \ \ - - \> - \> - \ - \ - (40' WIDE EXISTING PUBLIC RIGHT-OF-WAY) \ \ \ Q,1 I TC_ 223.16 TC= 222.83T / / FP=21 r.70 �s �Z - - - - r c r a w r) \ FP=224.71 l FL- 222.66 FL- 222.337FP=221.16 FP=219.42 /�-- FP=216.49 i -� ---1- �0� \ \ \ I ---��-+ f� I / FP-215.40 -7 7`- �-- �% IIIII \ \ NI --- I �1- • FP-223.96 f' -- ----J l� ---- FP=215.33 --� _ - _ !�--� / / ��p PRO �, s I \\ \ \\ S I r 2�6,`FP= 224.55 +` �mut , .IMII - III' _ - -\�) / ( \c� , N `5'j0 FP- 225.33 FP- 223.20 a� / / I i e 1 - = �� J -_ < �• 80058PR - c \\ �'` 2`8 16 > �Y FG= 222.68 FP= 219.73 1 FP=216.00 ( I_ ` \ C / r e e 'i``n \ \ FP= 227.50P= 228.16 - - FP= 225.06 pi -- ' • - s - -- - _ Ni _ _ PRELIMINARY FP= 223.40 �• FP= 219.73 FP= 219.36� FP= 218.76 _ �Jd 6r - I - - - - - - - - 3-05-2024 T' FP=`227.73 `-1 I Ji / 1 ° i _ ro ,_I FG= I °NF 7. 20`' `chi OI rTOW- 229.92 / I -_ T81/0 I� '! _,r 2.66% gl 4.90% - �N 213.48 BEEHIVE OVERFLOW ELEV= 212.20 / I 1 G I 2 YR WSEL 212.21 S� FP= 229.06 1 _ r'l N RIM= 223.44 I 5-YR WSEL = 212.21 ( I --------'---"'••••-• _FG= 218.90 `^ 10-YR WSEL - 212.22 FP=228.64 i \ I FG= 219.65 \_FG= 219.50I I I 25-YR WSEL = 212.23 I RENEWS: 12 31 2023 I I \ COTTAGE \ FP= 225.81 '��s II I A� r FG= FF= 03 CO 02 GE II COTTAGE I��' 214.78 _ , ,1 \ _ I \TOW= 230.78 I 226.30 NOT FOR PERMIT I i I/ ,FP- 229.73 L 3.15% FF= 11 FF= ti I� \ ,li�� TOP OF SOIL = 211.70 219.40 I` / - / ry I ,W1 I FP=229,31 - I I r �2 j ' . I_.I 219.75 1 o {\ I- RIM= 22521 � \Lo ( , 215.26 Io I ;y�I ' PLANTINGS PER CWS 4.09.09(12)(A): (^ I1 r--;46', FF C004 FP= 226.68 I o - I �� / / / / 115 HERBACEOUS PLANTS, EVERGREEN, 1 FOOT ON I TOW= 231.63I \ \ `� FG= CENTER SPACING, '/2 GALLON CONTAINER SIZE; W N FP= 218.94 Ill1 a FP= 230.64 ZZI It 227.20 RIM= 226.15 1 3.79% cNi c.i ?7j - 216.97 16 PLANTER AREA= 860± SF I - TOW= 223.24 0 �i " 23���__ . . . �� I . 2.00% 2.00% ,� :� � WILL PROVIDE 990± HERBACEOUS PLANTS FROM FP=230.23 1 1r l o ■�� 27 219 "�� i r RIM= 218.47 CWS STORMWATER FACILITY PLANT LIST FROM a I c3.0 \ �� Imo'- FP= 219.06 8--221 �� 1 / / /I �I. I N-, \ \ iiiill _ - FP= 219.47- 222 _ �lt� FG= I N'I, amz COTTAGE \ \ FP= 227.55-\ �- FP- 219.64 r-FP- 225.61 224 7I ;! i FF= 05 I FP= 227.35 I 217.44 / N 1 w TOW= 232.53 228.15 RIM= 226.70 3.66% 4.51% 4.51 _ FP- 231.46 __ a I r , FP=231.05 A� �� IC. o FP= 226.48 ,. 227 ► FG= �-/ W o \I I i J 4 N N _ / \I 219.56 121 Q O CV - ` �. 0 1 - - - - - - - - - m \ ?,3� + • COTTAGE \�� 222 �. - - - - - - O LLI fl FP= 232.201 FF= 06 _ 1 228.70 ° / FP= 228.42 I 41, FG= I 0 > < M 1.09/0 2 I i _ FP=231.80 N _ - \ 23 ' 11222.86 1 I TOW= 233.32 L o WO I ! I \ ' C - RIM= 227.00- N COTTAGE \ COTTAGE 224� COTTAGE ! I TOW= 224.53 O H -�- 08 I 09 10 ; I I LJ.J ti �/ N I /I)N Id1 r 0 FF= FF= I FF= �r• FG= J r d7 __ 227.70 226.75 ?? 225.85 v O � // I FP= 232 69 \ FF= 07 GE FP= 228 78 M S� / 223.88 U _1 o 0 I FP=232.29 III I 229.00_ - FP= 229.31 `i / „ \ TOW= 233.34 r2I g / / 25-0 DEDICATION 10-0 WIDE PUE / w 23211 • IIL 1 �` FP= 230.93 . 226, FG= --J` l 224.94 FP= 232.93 0 , �I 1 FP=232.52 I I \_ o )I�' FP= 226.91 11'-0" 1 �� II I io 1 '2 P3 4 o P5 P), P-c .,' ' P9 P1 0 �� FP- 232.94� FP- 229.48 M FP= 229.40 < TOW= 227.50 / 14'-0" / NEW PEDESTRIAN_I 1 I I `v, 0 I FG= CORRIDOR I FL= 232.36 FP= 231.77 .' \ II 225.44 16 FRONTAGE I - I FP= 229.08 FP= 228.84 EXISTING TO PROPOSED 5'-0" 5' 0" �/ ZONE I �_ REMAIN IMPROVEMENTS / / /� FP-232.692. 4.41% 4.40%' 1 4.39% 4.38% 1.50%, FP= 227.91 III FP= 232.57 I FP= 230.28 LFP= 230.20 '� FP= 232.65 • FP= 227.72 IcF ► :1 FG= a Q z 111 FP=232.78 11 , 1 M c•I c) M rn r'� r, �� r'c� 1 228 AREA 225.67 1`± U w E O LANDSCAPE z 11 I NN N N N N N �'cP �°,� c9 N co 1' z H N ry) I CJ cv N ���� \ p O w RETAINING Q FP=228.57 \ \ V APPROXIMATE z 0 FP= 230.55 FP= 230.16 \ 11. r2 [ WALL J I FL= 232.57 4.50% I FP= 230.78 0 0 ° I 1.50% / ! / / / SAWCUT TO BE 1' EXISTING EDGE Q w I CR _ -�) 1 I4.51% i 1.51; 4.56/0 11 /01 �� FG= / OF PAVEMENT ° o INTO EXISTING 1.5/° (MAX) - NEW ONSITE FP-232.89 FP= 231.92 1�� b o o FP= 229.56 FP= 228.41 , 225.69 . , PAVEMENT, TYP. 1.5/o (MAX) IMPROVEMENTS 0 FP- 232.75 M „ �' /r o � O 1 TOW=228.17 ,� _ _ _ - .�. : a UNDER THIS FP=232.92 N N ao o r� 7 - - - - - I I © I� • 1= °:II:"Il.u.11 �lll.l�.l�.u.l:,...;.4, PERMIT L I - I FP= 232.82i N� ,' r EXISTING ___. _,•_:•_:,_;,_;,_,-_,;1d.-11.=11. 11.=11.=11.=11. 1. .II: =11WAI P'9 P 1: P 17 P 16i P 1 P 14 P 13 P 12 P 11 11. u=1�=1�=a=uua �� �� 11-11 .11-11-11-11.-11F.11..41.HA 1= _ _, ,,1 „_„ „_ FP-232.97 I / FP- 233.26 cro,:l _ / /// PAVEMENT II .11= =11?11.= _ _ _ _ 11111111. 111=11. .,.'.;., - �1=' 111111.= Q cv,� 1 o r I1� • FG= / TO REMAIN - - - - 11.=11=1'... ..,. _I .11.= 1=11.= I \ \v _ I N ` RIM= 229.30 FP= 230.60 _• . 225.73 / INSTALL NEW 6 STANDARD CURB SIDEWALK PER -11 1�1 = '�� -1 Q I \ - / I FP- 233.38 \ ' I PAVEMENT PER PER CITY STD CITY STD 11-1-!- n/ FP-233.16 \ 1 I RIM= 224.96 CITY STD 11 \ / { + F F=COTTAGE I 1 FG= �J \\ / 1 \ FP- 233.56 231.40 14 \ FP= 230.77 o FF= FF= FF= II 225.66 - 4 07% 231.25 230.30 229.75 NN: ,,� T SW 93RD AVE PROPOSED TYPICAL CROSS SECTION JJ02I, (/ COTTAGE COTTAGE COTTAGE I N.T.S. Q I C2.6 I . RIM= 230.30 13 12 11 TOW= 234.25 ' \ FG= fig -1 \ N 225.90 w �� 3.85/-1 �', I F F=COTTAGE i' \ - FP=233.33 I I FP= 233.74 15 J w 1 231.50 FP= 230.89 0I FG= 0 O0 I FP= RIM= 230.43 _ - IU J a - o 226.01 O 10 0 WIDE PUE 1 I1 234.10 11 N :., �. � -• 7'-0" �_ �� II (1" OW= 234.58i l FP= 230.91 • RIM= 229.66 / 20'-0" / I I! FP= 234.09 1 y- `� I DEDICATION VV FP=233.49 / TOW= 234.58 ° FP= 231.30 u o ° FP- 229.65 4.69/0 1.58/0 � 4.50% ` 4.28/0 FG= �\ I I ,, FP= 234.07 . . RIM= 231.03-® / o. Mg1 FP= 230.01 i a 225.93 I 11 0 FP=233.48 11 / I / ° (o �l I �I + � FF-�oTTAGE / © O / 16'-O" / NEWCORRIDOR PEDESTRIAN / I ( FP= 234.01 232.10 16 FP= 231.40 �`� 1\FG= 6 FRONTAGE 5'-0"I 5'-0" ZONE w I It II1 11 11 4 69°� A : IEsc 225.77I "�, M FP= 233.94 M� •do II EXISTING TO PROPOSED w Z w Z I Ni ,N I RIM= 230.80 N COTTAGE ry COTTAGE COTTAGE 1 REMAIN IMPROVEMENTS Q g fl o E FP=233.85 /TOW= 234.45 I `\' 18 19 20 ,< FG= U Z O JI � diz i I 2.50% FF= g FF= 28 FF= 225.72 0 O w IMPROVEMENTS z FP=234.06 I FP\,:y12113-A37911 FF= 231.50 22 230.50 2 229.80 •I 231.9000TT7 GE o I I EXISTING / / Q w 1 UNDER THIS N Ip FP= 231.47 PAVEMENT PERMIT FP=233.83 ; 2$ 221 I _ 1.5% (MAX) 1.5% (MAX) FP= 233.86 2 TO REMAIN IM I 1 O -It �'� FG= 231.85 I O\ 225.54 !!! _ 1 �I I�7��I �I �I �I �I �I �I �III 7 FP=233.11 7 -� = =-.�; - - - - -i -i -i 1`11 II 1111�1 1il 1il�l�11�11�11�11�11�11�11 TM. RIPPEY M 1 FG= 225.50 ����!��_ E��'� II u u u u u u u ©CONSULTING ENGINEERS INC. 11. . . . . 11. 1. :II: :II: :11: :11: :11. :11 :11: :11: :11: :11: :11: :11: :1. .,., / - --� �y - __� 2022, ALL RIGHTS RESERVED IFP=233.39 II' • \ \�� 11-i ii_,,,_„ ,,, ,,,_,,,_„ IIPnPnPn[=n✓nrn�n�nr..-II-II-II-II-II-11- IIIIII-II-II-II-II-II-II-II-II-I .,� _-� _ ♦ _. - - I�J I I�I��I I I �II�II�II�II�II�II�II�II'-11�II=11=11=11=11= 1=11=11=11=11=11=11=11=11=11=H= THESE DRAWINGS ARE THE PROPERTY OF x O �J O O - 11-11=11=11=11=11=11=11=II=11= TM RIPPEY CONSULTING ENGINEERS INC. N FP- 233.82 -\ ,1 . /•\` INSTALL NEW .11=11=11=11=11=11=11=11=11= p / - /\ 6" STANDARD CURB SIDEWALK PER =.II.=.II.=.II.=.11=11=1- AND ARE NOT TO BE USED OR REPRODUCED cv / FG= FG= FG= FG= FG= FG= PAVEMENT PER 11=11=11= IN ANY MANNER EXCEPT WITH THE PROPER FG= FG= FG= FG= PER CITY STD CITY STD j // 230.78 230.61 230.06 229.70 229.05 228.35 228.02 227.39 CITY STD- - - - - - - - - - I 226.90 225.52 WRITTEN PERMISSION F T.M..M. RIPPEY CONSULTING ENGINEERS INC. Po DATE: CNi I T SW EDGEWOOD ST PROPOSED TYPICAL CROSS SECTION DRAWN BY:RTN oI N.T.S. CHK'D BY: CJD I g . SHEET C2 • 6 6 N GRAPHIC SCALE � N' (I \ OVERALLGRADINGPLAN 20 0 10 20 40 80 N C2.6 SCALE: 1" = 20' IN FEET ) 12 OF 20 iJ - 1 inch = 20 feet L� J TMR PROJECT No.: 22615 Attachment 1 I I I J I I FP=221.16 / // / I ›„{ w - --17- r �t I _ __ / / w z I ,- , , FP=224.71 - %+) J -- �` a 74 7a N / ��/\ N / (Ni �FP=219.4•N �FP=217.70 - _ �� FP=215.40 - - - - - - FP=222.66 --- ------- ___� / N cV FP-216.49 c^o I--1 _ _ --------- - N Ift �� FP=223.96ry l - I FP=222.36 N -------- SW EDG WO 0D STREET / _ cs cV /_ _ TC= 223.16 I TC=222.83 `v \ 69 --• • E,,, ,,,- I _1 r J \ _ _ _ _ _ _ _ _/_ _ _ _ L= 222.66 FL= 222.33 I- WIDE EX NG P r �I LIC RIGHT-OF- AY) _ - 1 � o / c,-,..g'''.<;„ _ _ _ _ ,7 i + -1-- ...-- ' N o I /000�_ FP= 223.19 FP= 223.13 - - - - - - - - - __ - _ / N o Il/I / 22] �0000000e`` I f ,� FP= 219.66 FP= 219.59 T - - - - - - 5 M o ---2i �O�O�• \ 1 I \ a� C m � \\ N N J I o 1.51% A = • m O N I N N c 6> / \ o - ?27 \ N FP= 224.55 I \ I FG= I N o N \ L9 0 / I \ /> I I 225.10 I o N N N :0:: w/ I FP= 223.26 TFP= 223.21 FP= 221.78 FP= 219.65 FP- 218.65 \ FP=216.00I / / 1 \ 27- --\_ - - - �- - - - I _ - - - - I TC= 225.60 FP= 219.69� 0.79% fIFP- 217.11 \\ 213.481,/ \ FP- 225.33 FP= 223.282 1.12% �FP= 223.22 7" - - - o - - - - - _ _ D PI FP=227.73 /l \ �� FG= 222.56 0 - - - - - - - - _o FG=223.31 oa & FP= 219.69 FP= 219.66 O FP= 225.07 I ? \ F 1 M FP 223.34 I 7g �, •p q / / 228 I N I `� N TC= 223.84 FG= 222.49 N TC= 225.57 ` `r' FG= 222.60 J N �? \ 80058PR I / ' _ i FP= 219.71 79, I FP= 218.75 FP= 218.70 ,FG= 218.00 I PRELIMINARY I I FP= 228.16 , 1.50% 7.82% I _ 1.50% 1.0 \.[F,Fp,_221199i771_\:. ` FP= 219.34 FP= 219.31 I /' �N3-05-2024 co FP= 223.41i FP- 225.00 / 1 N N N N o TC= 225.50 0 o I 0.00% ' 1 0.00% 2.80% \ 0.61% / 4.90% 1.05% N-21$ O �\ I / ^F 7, 2�,� - - / / FG= 227.95 I 2�4 i In I o o o o co N /Is`� ��1 0/ I ' Ln 2 cVP= 2 .47 [FP= 223.41 I �? NI `V o o \ �� / / / TOW= 229.92 cNv N N / 1.05% 7.82% I 1.50% o o I o S . \ / N 1 r\ /FP= 219.38 FP= 218.83FP= 218.75 RIM= 218.17 N RENEWS: 12 31 2023 _ l FP= 219.39 \ / FG= 228.61 I N / F23 - - / 1.50%r N FP= 219.74 2.65% 4.90% I 1.50% N __��/ ) I \ 22g I RIM= 223.44 / I FP= 225.06J I FP= 1 __ FG= 218.75 \ 939 / 225.14 NOT FOR PERMIT \ 1 ?° / 224 \ \ I .� x x x x x-._.-- x 1 \ / I I 219.75 FP= 219.74 / - \ FG= 219.40 FP= 219.40 / \� TOW- 219.50 -I 0 FP= FG= 219.65J FG= 219.50 \ FG= 218.90 / 0.... \ 'x TOW �216.50 ix I 1 \ \ \ I FG= 225.18 \ \ I I 1 1 0 \ I TC= 225.68 FP= 219.75 \ 1 / \ I \ \ I FG= 222.68 \ / 61111 „ \ 1 / TO 225 I \ \ .� // x RIM= 218.81 N V V J 1*(5)7g FG= 224.96 \ I FG= 225.23 \ \ x WIFP= 229.06 \ I TC= 225.73 \ \ \ FP=228.64 \ I 1 \ V \ 229 \ \ FG= 223.51 226 FP= 226.25 l IC? N I I I 0.89% M II 1 1 x x < U) \ \ I �N- \\ \ \ I \ \ I ► \ \ I 1 \\ 1\ x FG=" H- 0 ti \ \ \ - I \ \ I \ 214.78 I 0 g 0) \ \ i \ FF-226.30 , \ , U \ \ TOW= 229.92 \ \ I \ \ I \ r W \ \ COTTACE ', FF=219 .75 \ FF=219 .40 N\ x x o 0 0 FG= 225.54 \ I \ \ N , FG= 229.42 \ I \ \ \ 03 I I COTTACE \ COTTAGE TOW= 230.78 \ \ \ FP= 2282 FP= 225.75 / I;I 0 / \ N ° I \ / \\ 1\ \\ N N Nw 0.89/o 3.57% 1.50% �1.50%�FG- 225.79 02 \ 01 ` \ / j; O \ '\ \ \ \ \ / W 0 cm \ I ?29 \ \\ FP= 226.25 o I o x TC= 226.29 I \ \ I o l I \ \ t 1\ \ FG= 225.7i FG= 224.091 \ FP= 226.25 ° / o I \ \ / Q \ FG= 225.80 0.89% 3.15/0 1.50/0 1.50% I \ x \ / x FP=229.31 FP= 229.73 / I II ` \\ I \ No W 38.28% 27.43% FG= o \ FG= ) = FP= 225.80� FG= 225.84 \ \ 225.29 o 225.77- FP 225.8 1� - 6, FG= I I I I \ TC= 226.34 \ / N II FG= 225.21 FG= 225.72 \ RIM= \\ x 215.26 �; \ r, / j . . . c. \ N _ \ _ . . . 225.21 I / \ \ N J I I 22j �I 3.00% 0 2.87% 3.17% \ \ / FG= 224.29 �o - -226 \ \ \\ I I \\ \ I fFG= 226.19- FG 226.70 FG= 226.67 \ x ' I \ / ( \ FP= 227.15 \ \ \ \ 37.52% 43.43% - \ \ FG= \ I ;I \ ^ / \ \ 0.89% \ o o 219.35 o FG= 219.35 \\ / \ \\ �> \\ o 0 0 0 �FG= 219.70 0 0 o FP= 218.90 i I z o Lt.) Ln Ln Ln Ls-) \ I / r; - \ - I \ FP= 219.32 I I Q 1 w \ F F-227.20 \ I \ .� x 1 ) I I J \� 0 `\ i - - -I I _ fTOW= 230. 8IFP= 219.67 FP= 219.67JFP= 219.67 7FG= 226.18 FG= 224.61 0TT A \\ ti I I FP= 219.32 FP- 219.32 �n \ W FG= 230.28 I \\ \ N \ I x V I \ '� C I \ a \ \ \ \ o �I z j I \ --I 36.30% 36.03% \ 0 I \ ` o >> o N \ 1 ( Q \ Zr, Q'i \ �FP= 227.15 \ FP= 226.70 FP= 226.62 0 NN - - I I \ w / TOW= 231.63 \ \ I 0.89% \ �10 \ oN N N-") o x Q \\ \ N clo \ \, 3.79%N 1.50% FG= 226.66 N N FG= I I I \ / FG= 226.35 �8 �r'> cNv c" a TC= 227.16 216.97 I� 7211 \ Q a -229\ FG= 224.87 \ _ \ FP= 227.15 0 FP= 219.46 219.41 TOW= 223.24 rl\ 0 o FP= 226.75 ° fTC= 227.21 219.63 FP= 219.58 ill `IFP= 219.41 FP= 219.05 : FP= 219.00� TOW= 219.50 I1I no) ( FG= 226.19 \\ 1\ FG= 226.70 I 0.89/o \ 3.37/o 1.50% 1o /-FP= 1.00% x x x x x x N FBI - FG= 218.88 1\ 2 COFP- 230.64 I / o o ` 1.00% .00% 1.00% 2.00% 1.00% 2.00% 1 FP- 218.93 H I 30 'Z - 35.30/0 30.30/o o ) \ FP= 226.67- a I FP=230.23 r--� FG= 226.67 - o o \ 0 0 0 FP= 218.88 FG= 218.38 0 I � i c� r\ fi, o 0 0 0 � o � .= . i \ / \\_ _231 `' FG= 226.66 N RIM- 226.15 \ `' oC 1° FP= 219 54 RIM= 218.47 Icv N T•FG= 226.15 FP= 218.96 \ z `" cV �- < �� I > FG= 227.59 FP= 219.66 2>8 FP= 219.01 fFG= 218.96 3.00% a I 3.00% o 0 o FP= 219.48 ° FP= 219.13 ° TOW- 221.02 ` 1 \o M' / TC= 228.09 1.00/o 2.00/0 1.00/0 2.00/0 1.00/0 2.00% \ 1.00% = / w / r; 227.65 / 34.53% 47.47% ") cc i FG= 227.50 V FP= 219.08 // / / / \ 1 I _ /-FG= / \ -FP= 219.71 / / Q re 227.14 / \\ \ FG= 221.55 TOW= 221.56 221 TOW= 221.10 FG= 220.52 FG= 220.29 Il \ 1.78% _ \ FG= 221.06221 i C \ / FG= 225.07 \ FP 228.05 \ o FG= 220.60 I \ \ \ \ , �, _ W= 221.78\� / \ \ o 4 r = 221.28. 0 /'----- 222 TOW- 221.28 FG= 220.71 TOW= 223.24 J TOW= 221.21 I I > \ \ \ 4\ L / FG= 220.78 222�� FG= ( C\2 TOW= 231.63 / \ \ o 0 223 27 o l 217.44 to ZI I I \ fi FF=228. 15 I I 9 223 r � � w I \ / ao I \ \ • c�i co \ ,231 COTT,� GE N _ _� ;4 ( Z I I FG= 231.13 \ I r FG= 227.38 - I \ o 05 \\ \\ \ - It TC= 227.88 225 cii 2241FG= 226.83 ri \ \ \ FP= 227.57 227.35_ FP= 227.29 \ _ i TOW= 24 \32 - .53 \ \\ 1.78% _� FP= 227.49� //FP= ` _ 2250_ 1I t ---\o i N / co N N N 1 4.03% I 1.50% 4.52% 1.08% 4.50% 1.00% 4. o o -� rn �` \ \ FP= 226.47 r FP= 226.42 0 FP= 225.60 FP= 225.55 I 1 �' N\ N `o o of J o o 22 50/0 0 1.00/o o FG= 225.33 \ o 0 0 0 \ o 0 0 0I Cfl /\ O `Li, " T.M. RIPPEY \ \ O O N �1 O O \ O O I N / O 00 \ I ©CONSULTING ENGINEERS INC. 17 I ` N \ \ -i O o \\ N \ T 2022, ALL RIGHTS RESERVED I \ FP= 227.61 \ \ \ r THESE DRAWINGS ARE THE PROPERTY OF \ 3.66% -\ 1.50/0 3.66% 1.02/o \`�.50/0 1.00/0 4.50/o _1.00/o FP= 225.62 ` TM RIPPEY CONSULTING ENGINEERS INC. FG= 225.65 FG= 227.65 \ 1.78% o 0 0 0 0 0 o N \ FP= 227.541~�FP= 227.42 _ I IN ANY MANNER IXCEPT WITH THE PROPER ON I \ / 32.28% 34.34% '' FG= - I = FG= ( AND ARE NOT lO BE USED OR RFPRODUCEO FP=231.05 1 FP= 231.46 FP= 228.05 FP- 227.37 219.56 WRITTEN PERMISSION OF T.M. RIPPEY I FG= 227.00 ��FG= 227.14 �, \ FP= 226.50 _ I CONSUL1NG ENGINEERS INC. 11 227.50 FP- 226.55 FP- 225.67 r j \ I / FG= 226.70_3.00% FG= 227.21 3.00% 227 \ \ 0 0 0 \ \2 6' o / ( DATE: N 1 ?37 \ \ P1' cp Ln O o ‘.5' O 4 / DRAWN BY:RTN U , M RIM= 226.70 M■ .71:Ln �! o00 N co )) I FG= 225.86 • FG= 227.69 \\� FG= 228.20 \ 228 FG= 228.15 \ N \\\ I) L i. J] 1SHEET FP= 228\\/1 .62 \ / CH BY: CJD L 1 I I /j -c\i .1. .. .. . .1. . . . . J. .. - - - - 31.50% 42.48%I \. - 1.1. .1. . \\ _ Ir _mm- _mm- mit c 2 U1 MATCH LINE - SEE SHEET C2.8 in GRAPHIC SCALE • 7 N 1 NORTH GRADING PLAN 5 0 2.5 5 10 20 13 OF 20 w Li C2.7 SCALE: 1" = 5' ( IN FEET ) TMR PROJECT No.: 1 inch = 5 feet 22615 Attachment 1 , MATCH LINE - SEE SHEET C2.7 p4 x \. ..! . . ..., . . . . . . . r . . 7 _ 7 _ _ _ _ . . . . . . . . . , . . Lu \� I FP= 227.62 FP= 227.62 FP= 226.67J(rFP= 226.67 FP= 225.77 a , / • \ / \ \ FP= 227.62 l FP= 226.67 I FP= 225.77 FP= 225.77 a/ COTTAGE o ° ° ° �" -�- TOW= 232,53 \ ° o o ° 222. 1 - ° _ I FG= 227.47 o `r' `r' o Ln 1 I FG= 232.03 ( / \ \ I \ r FG= I 222.86 /\ U \ fi \ \ FP= 228.62 I / 232 30.25% \ TOW= 233.32 F F=228. 70 ° l2/' - 1.50/0 1.51 /o / 00 1+/-FP=231.80 FP= 232.20 \ 1.53/o / y? \ i \ FP= 228.43� / •\ FP= 228.36 • N o \ ° / o N CT,0 O \ / M / MO N \ N/ M o� N I FG= 227.69 \ \ /FP= 228.62 / o N �23 N > o I29.20% li. FG= 226.44 \ \ o FP= 228.48� / FG= 228.20 1.50/0 1.09% 1.50% _ i o ° \-FP 228.41 - _ / ii FG= 227.69 N \ - -� r H a w N FG= 227.00 �rFG= 227.51 M FG= 228.15 \ _ 1 0 o RIM= 227.00 � . . . < I . . \� . . . -<- •\• � . . . � . . . o� > . . . � . . 3.02/0 � . . . I .� I N `c.D PROF FG= 227:99 ( " COTTAGE COTTACE224 s °' \ �} FG= 228.45 I COTTACE N FG= 227.99FG= 228.50 &(,s(,, ' N ` -/9� / `') `o/- _� FP= 228.92 FP= 228.79 I NO5SPE I 31.64% 31.46% ' 0 89 ^ FG= PRELIMINARY �FG= 226.64 _ O 223.88 1.42% 1.06% 1.50% FP- 228.72 0I 3-05-2024 i 1 o - LFF=226.75FF=22 -1c./ , FF=227.70 5 85 �� I // itI\ 1.42% 0.62% 1.50% RENEWS: 12 31 2023 II / \-FP= 228.92 FP= 228.85-7 �2 TOW-- 233.32 / �/ O T T A GE \ s� NOT FOR PERMIT \ �- / FP=232.29 FP= 232.69 \I 0 7 \ \ FG= 229.64 I FF-229.00 \ 2 NN\ \\\ TOW= 233.32 I , I \\ _ / \ I k �I \ N FG= W I \ �37 9 \ 0 FP= 229.34 224.94 0 1 \\ N \ 1.42% 1\ TOW= 225.49 \ �FG= 228.50 J FP= 229.41J 1.50% 1.50% 1 TOW= 225.55 a CO N FG= 228.45 j \ 232- _ . o FG= 227.20 FG= 227.20 2 \-FG= 226.25 FG= 226.25J 226 \-FG= 225.35 FG= 225.35 0 CV FG= 228.30 N N 2 N \ \ice I 2.46% ,` I 0 O N- 228_ _ • TOW= 227.50 1 _� _ 229 I FP= 229.46 1.50% 1.50% LiJ _ - o FP= 228.27 FP= 228.03 FP= 226.91 • 1 0 0 1 12 - / 230 A \ FP= 229.48Lo. S. FP= 229.39FP= 229.32 ���228 226 0 o 0 o 1� 1.51%� 4.45% 4.40% FP= 230.93� 4.32/o II C 1 [ W v w W 0 w FP= 229.40 W W 0 < CO 0 FG= 232.21 FG= 232.87 233.37TOW= / \ W w W � O •ZIIFP=232.52 I I ,23 \ P P 4 P P / '' P p ' w N 7 t1 \ CD J 1 0 FP= 232.93 \ ° \ \ \ FG= \ \ \ 225.44 0 co III I ?3sD 4 \ 4 \\ '''\,._ 7c 0 1 WM I DCVA \ \ I \ / FP= 232.94� \ \ x \ 1 / FP=232.65 V I \ A A I / x 1 I \ \ II FP= 229.08 FP= 228.84 FP=\227.72_X FOG 228 1150 \ _ Z 1 - 4.40% 1.52% I 4.40/0 4.44/o 2.99% 1.49% _ 4.40% \ \ FP= 230.28 ° 4.38% FL= 232.36 FP- 232.66 FP= FP= 230.20 FP= 227.761 1.50% �4.86% I. J FP= 232.57 FP= 232.65 231.77 TOW= J \ I \ FP= 227.91 228.17 FG= x I L ,\ \ \ \\ 225.67 0 1 / 1 1 I \ �\ Z VD FP=232.78 1 I II \ \ ,•D S C L- /1// 1 1 I \\ RIM= 229.37 I / Q M M IARh A / fl I\ N N N °' \ / \ VD19 I 0 / 00 N N ��.. I o O I / x 1 I I I I �0° \ N N / J I M I ---',� I I / x o 1 cv N I i I I / 0 co N I K-FP=232.86 1 I I I I FG= 228.79 x ` 1 1 I I FP= 228.42 FP=228.57 / FL= 232.57 FP= 232.75 FP= 232.82 I FP= 232.83 I I I FP= 230.16 FP= 229.78 FP= 229.56 1 FP= 230.78 FP= 230.55 x 2.36% 1.49% 4.50% I FP- 228.41 1.50% \ 5.24% / 1 f 4.50% 4.50% 1.50% 4.51% 4.50° I _ I / FP= 231.93J 1 1 1 1 FG= x I i FP=232.92� I 233 /I / 1 \ TOW225. 97 1 I 1 •/ \ I / x FP= 233.26 I / I _ _ 1 / 232 ��° / J / 1 / Z31) o co.N _ _ 0 0 / ci I I o o I c z 0 90 q I / ° up I up I w I FG= 233.36 RIM= 229.30 I �\ Ln / , / / FG= r7 I TOW= 233.87 P pp / p y 6 p / /� , p y / p , / / T.M. RIPPEY �Ji /�- �/) / 225.73 ©CONSULTING ENGINEERS INC. (L / 2022, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF I � \ / \ TM RIPPEY CONSULTING ENGINEERS INC. 0 N p y I 1 42.28/o o 1 2g FP= 232.26 / FP= 231.10 FP= 230.73 .l AND ARE NOT TO BE USED OR REPRODUCED CV FP=232.97 '� 48 j FP= 230.60 / 0`L IN ANY MANNER EXCEPT WITH THE PROPER 4/ FP= 233.38� FG= 232.70 / C I I \ I I ] WRITTEN PERMISSION OF T.M. RIPPEY 4.55% 1.50% 1.50% ` 1.50% 2.81% 4.50% CONSULTING ENGINEERS INC. f\ \ I - 1\Q" \\ 1� _ I �� DATE: °\° 3°�' / '� FP= 230.48 FP= 230.34 FP- 230.10 FP= 229.88/ FP= 228.73 ,- 228'17� DRAWN BY:RTN U I \ \ / I/ rn \ 23J FG= 230.66 FP= 230.61 o FP= 230.61 \ 1 FG- 225.47 / \ 1 \ / ^/ • /. o \ N 230 0 _ 7.99% FG= 225.23 / \ \JI 7.77/0 �� CHK'D BY: CJD \0 i - \ o I \I 4 = 29.79 SHEET od / - � FG- 230.80 23 • . FP= 230.69 0 ° - 230.25c9FG= 226.73 FG= 225.63�l' FG- 221.50/o 1.50/o FP- 230.55 2� 2RIM- 224.96UI / ,31.99% 0.99% \ FP= 230.61 ��, j. 1111 I= _ _ _ > >�PaiC..S CALF I i - _ I` �I�u L� l J. C2 . 8 5 5 0 2. N 1 MIDDLE GRADING PLAN 5 10 20 MATCH LINE - SEE SHEET C2.9 1 1 1 1 14 OF 20 w Ei C2.8 SCALE: 1" = 5' ( IN FEET TMR PROJECT No.: 1 inch = 5 feet 22615 _ Attachment 1 MATCH LINE - SEE SHEET C2.81 >.., w 1 \ / // / / p.., z / 1 I ( I \ / I 'FG=224.98 OW 1 II FP=233.16 ± l / o / FG= II I >5� 1 1/ \\ / / \ / \\ 225.66 j CO T T A G E 1 \\ FP= 233.56J / : ` /' I \\�� 0 1 / 1 4 / I / FP= 230.78I 0 N - `FP= 231.32 TFP= 230.70 / \ • \ / • co- _ 1 I \ o I O / FF-231 .�0 1.49% 4.49% 1.50% ,' \ I •-, / / / C M M 1 / / FG= 231.28 I / o o F F-231 .25 N F F=230 .30 FF=229.75 NN / /^ I I / 1.49/0 4.07/0 1.50% V, pp O x 1\ / // 32.46% 16.42% I -- 2250 ItI/ FG= 23066 FG= 230.90 / FP= 231.32 FP= 230.83J FP= 230.75CTTA GE COTTA ��7 COTTAGE FG= 225.06 / / - o - FG= 230.85 \ r.":\)‹c, PROFl , TOW= 234.25-H o o / oNo I M o o l x; Fs:03.00/0 �' 3.00% M N M cl c 1 3 1 2 \ 11 N `, /o�N / \ \ \ 0058PE 1� / / / FG= 230.30 M FG= 230.81 / ao RIM= 230.30 1 I /' / 32.32% 0 �FG= 230.00 6 /FP= 231.42 / \ \ i. / / FG= 230.95 N I FP= 230.90 \ \ \ I PRELIMINARY I 3-05-2024 F I o I / FG= 231.35 �FG= 231.00 ° o 1.50% \ \\ ti ' 1 G^'F 7... ./' 1.49/0 4.28/0 - \ m I �S1 / / FG= 230.04 0 o FP- 230.83 \ N : o \ �� Ht P=233.33 / o o \ N' FG= \ FP= 233.74� I \ \ 226.01 RENEWS: 12 31 2023 // 0 3.85% 1.50% \/ / 1.49/o \ FG= 225.11 1 / I V '� / �' '� _ \ 1 X NOT FOR PERMIT / / I / o C 0 T T A C E FP= 231.42 \ FP= 230.96 FP- 230.88 \ x N. / / • N \ co \ Ix / / 1 5 o 0 o N o o a o 0 o / / o d7 d7 0 0 o CO o ' FF=231 .50 N Lo i x cn FP= 231.17 FP- 229.67 FP= 229.67 co W o // \ N TC= 231.67 I / / N FP= 231.17 FP= 231.17 \ FP= 230.22 FP= 230.22 FP= 229.67 1 x `•/ FP= 230.22 I FG= 231.56 FG= 230.38 \ 1 49% FP= 231.42 FP= 231.19 \\ TC= 230.72 a / 32.02% • 3.00% 1 \ t , CV 0 0 0 0 FG= 230.25 o FG= 231.00 FG= 230.95 \ o o ��--'� 0 CV 2\1 co i o > 0) M 3.00%� RIM= 230.43 0 \ N N ci o o O FG= 230.31 3.00% o N FG= 225.17 x / 12 / I / FG= 231.60�231 ot�FG= 230.94 \ 231 FG= 231.54 oN \ N\ FP= 229.95� FG= /' 1 `J w 0 / / �' FP= 231.25 FP= 230.87 TC= 230.45 225.98 / / i /7////// / / // FG= 231.0OJ `TOW= 234.58 FP- 231.56 FP= 231.32 FP= 231.10 FP= 230.92 TC= 231.37 FP= 230.00 x w /// �//// _ - o w o FP= 229.64 FP= 229.59 i / . / FP 234.09� I I I 4.77% 4.77% 1.40% 4.51% 1.58% \1 1.00% 4.77% 1.04% 4.27% 1.04% // / \\ /F1.= 0 Q / \ o o I / I co I co co co rn rn 2"'0 I \ 0) / 225. ,3 >` > 7 N� 7 \ I o FP- 234.07 4.69/o / FP= 231.34 0 o FP= 231.12 \. o o I W cV ° 4.69% 1.40% 4.51% o o / - / / / / / _ 1.58/0 1.00% , 4.50/0 1.05% 1 1 4.26% 1.05% > / FG- 231.58 FG= 230.09 FG= 231.60 / FP- 230.95 FP= 230.90 I ////// / /�/////// / FP- 231.58 - I - FP= 230.08 FP= 230.02 FP= 229.66IQ/ �3 ,e \FP= 231.27 I FP= 229.72 \ > LLI / / 20% 6 88% o� TOW= 234.58 3.00% RIM= 231.03 FG= 231.60 I I / 2 . . - . . . � . . . �- - . . . o � . . . � . . . � . . . - i / , \ o �W \o \ I fig° 231 0 �FG= 231.54 a / / co.. / I o FG= 231.55Th 1FP= 232.02 // N i� o / / \-FG= 231.10 FG= 231.60 0 _ / M I o / I 1.50/0 / / `� FP=233.48 ' o 0 / I o FP= 231.42 FP= 231.42 FP= 231.42 FP= 230.42 FP= 230.42 FP= 230.42 I I FG= 225.28 FG= - I) I I / ` FP= 234.01 / \ 225.77 1 , COTTACE z o 0 0 0 0 0 o Q 1 6 ) 1 1CL \\ // FG= 234.00 F F=232 10 \ FP= 231.35� I \ i • 1 I \ 1.49% 4.89% 1.50% / I z 1 \ // 02 FP= 231.43 I \ 1 . Q \ \ C) C ) Q�/ I I / FG= 231.4 i FP= 231.45 0 V\ / ' T I L.L I \ 1.49% rFP= 232.02 4.69% 1.50% \ / \ tt \ `) 1 i FP= 231.38� \\ / I . M N / 26.84% �17.05% \`-FG= 231.09 o I \ / J I N cMv c�'` ti FG= 230.39 \ �� `L9' / 1 FP=233.85 %y -o 3.00% o _ 3.00% - RIM= 230.80 I o ry033 FG= I� oI- \ rI - � �� « I 225.72/ I I ) \ FP= 233.94J I ��'� `v o 231�� a) o 0 \ o FG=230.57FG= 230.89� \ �� " COTTACE COTTAGE / COTTAGE / o 1 / \ 21.73/o 7.79/o FP= 231.49 FP= 231.42 / / I I _ _ / FG= // \ TOW= 234.45 �FG I231.45 \ 1.50% ` 2.71% , 1.50% 1 8 1 9 I 20 , 225.65 I \ �FP= 231.82 I / FP=234.06 I 4, \ \ r i I FG= 225.38 I \ \ FP= 233.91 I I o o I l I I ' \ _ 2.50% 1.50% F F=231 .50 F F=230.50 Z $ = FG= I I \ 1.50% , 1 _ 1 22 FF 229.80 225.52N. I CO flTA CE FP= 231.82 I FP= 231.52 FP- 231.44 1 III [ o I 1 \ FG= 225.40� I \ \\ O 1 I 1 7 \ I T \ 1 FF=231 .90 \ Y FP=233.83 \ 1 o ; 1 1I rI I \\ 22� \ � o I oz \\ FP=233.86J \ 1 c ��-�\ \ \\ //�� i \ o o I 1.50% \\ cV"� 2`L ; I �I 11 w ro \ \�/ \ / I ��O I \ \ ©CONSULTING ENGINEERS INC. M \ \`_�/ FG= 231.40 T.M. RIPPEY 1 FG= 231.09 FP= 231.82 I I \ 2022, ALL RIGHTS RESERVED 1 TM RIPPEY CONSULTING ENGINEERS INC. N I \ FG= 231.89 FG= 227.57 FG= 226.69 \\ FG= 226.38 FG= 225.50 THESE DRAWINGS ARE TI1E PROPERTY OF \ 231 c FG= 228.75 AND ARE NOT TO BE USED OR RFPRODUCEO FG= 227.87 \\ I IN ANY MANNER EXCEPT WITN THE PROPER I \ \ \ FG= 225.45 CONSULTING ENGINEERS INC. WRITTEN PERMISSION OF T.M. RIPPEY / \ I ro \\ I ( \ \ I ' \\ I 225.57 DATE: a) I \ \ i 1 DRAWN BY:RTN U FP=233.39 I \ \ \ I \ nii 1 I /� \ \ =BY: CJD ��� FG= 231.33 230 ,. . p \/. �---�� I - - _ _ - \ - - N � J ?�6� ��j /' 22s Qj I c f X- - - - - - - - - - \ - - - - - / - - - / c\i - � FP= 233.82J n X�X X x x x CL _ -x X x _ / - - - - - - % UI I FG= \ FG= ( FG= FG= 0 FG= O FG= O FG= n ___/ FG= - rFG= r / FG= C 2 In I 230.78 230.61 \ 230.06 >` 229.70 ^ 229.05 / / 228.35 \----- -- 28.02 -- GRAPHIC SCALE 227., 226.90 0 \ ,/ 225.52 i ■ 9 TOW= 234.33 ^ x N 1 SOUTH GRADING PLAN 5 " --(--- .5 5 10 20 J Immmaimai 15 OF 20 w Li C2.9 SCALE: 1" = 5' ( IN FEET ) TMR PROJECT No.: 1 inch = 5 feet 22615 Attachment 1 W ww z AT AREAS OF AND WITHIN 5'-0"OF _ _ AT AREAS 5'-0"BEYOND ALL PAVEMENT, F.P.,SEE PLAN EXTERIOR WALL EXTERIOR WALL Ia•I W ALL PAVEMENT,WALKWAYS, WALKWAYS,FOOTINGS AND PROVIDE SUBMITTAL. a� SEE ARCH SEE ARCH I� BRASS CLEANOUT AND ACCESS FOOTINGS AND RIGHT-OF-WAY, RIGHT-OF-WAYS COVER,TOP OF FRAME AND INSTALL VALVE ASSEMBLY DOWNSPOUT,SEE ARCH PLANS PROVIDE CONT. FILTER FABRIC WRAP SEE PLAN VIEWS COVER TO BE FLUSH WITH PER MANUFACTURER'S FOR EXACT LOCATIONS(TYP) AROUND CLEAN DRAIN ROCK BACKFILL AT Z FINISH GRADE AT END OF PIPE WATER TIGHT PROVIDE 6"THK X 20"ROUND F: SAWCUT 8"MIN FROM TRENCH LANDSCAPE AREA PAVEMENT(TYP) WRITTEN RECOMMENDATIONS. CONTRACTOR TO PROVIDE AND INSTALL PERIMETER OF BUILDING FOUNDATION. LAP THREADED PLUG WITH CONC PAD AT LAWN AND FILTER FABRIC 12"OVER TOP OF DRAIN ROCK. NEW PAVEMENT THREADED ADAPTOR END OF LINE WATER PLANTER AREAS,TROWEL III ' -HDPE ADAPTOR BETWEEN DOWN SPOUT NATIVE SOIL BACKFILL CAST IRON CLEAN-OUT RT�7 AND C.I.PIPE, PAINT PER ARCH. AND BASE 8" W/ALL ORGANIC FRAME AND COVER TIGHT,THREADED PLUG SMOOTH AND EDGE. E-1 z AGGREGATE [FINISH !-°  '_° 4"ABS SCHED 40 FITTING W/ 6"IF R.D. IS 6" FINISH 0 SEE PLANS GRADE WITH FEMALE THREADED n=i Ti* ( ) MATERIAL AND ROCKS n=u= =11=i OVER 6"IN SIZE ADAPTOR. PROVIDE"RECTORSEAL' r WALL CO AND GRADE U all=1I1= 711 CLEAN CHECK BACKWATER THREADED PLUG. FINISH GRADE CRUSHED ROCK 1=u=u REMOVED.COMPACT TO -III=I 1. -III-II 2'-0"x 2'-0"x 6' CONC. VALVE AND RISER ASSEMBLY. I STRAP TO WALL AND o BACKFILL COMP. •11-11=1 85%IN ACCORDANCE W/ 111=I1I=1 ' ;.' T 1 1I-III=I 6"DIA(MIN)RISER PIPE Ark ilk /64 PAINT PER ARCH. -11=11=11=ill=11=11=11 TO 95%IN I:=:IIVI. - - c - PAD BELOW AT PAVED SEE PLAN FOR PIPE SIZE I 11=11=11=11=11=11=11= _ 1: 11 �-"" ASTM D1557 ;I�1-IIII; ... --ICI l (USE 4"DIA AT 4"PIPE) SEE ' i =11=11=1171.1171•1171•11=11: 1 8" y ACCORDANCE 1=11 QP// AREAS C3.0 C3.0 COORDINATE RISER SIZE W/ _ _ - - - 1= �/��%V. CAST CONC.BLOCK AT FOR -III I I EI I I=I I I=I I EMF. -1111#11 =9=11=11=11. N MANUFACTURER. -III=III=III=III-II Ir ' CONT.4"DIA.PVC PERF PIPE W/ d N C,`, o W/ASTM D1557 II ���Oj���j��j�_ 6"THK X 1.5'x 1.5'SQUARE �� PLASTIC PIPE C.O.ASSEMBLY FILTER FABRIC SOCK.INSTALL ��� 1= CENTERED AROUND C.O.CONC iii s•ji Ig �.Iw I• o, PROVIDE RECTORSEAL F••.•••.•••x•• ,( PROVIDE TRACER WIRE �, �, . �, . �, `E 1'-0" PAD AT LAWN,LANDSCAPE& NEOPRENE r' �. �. �. AT 0.5%SLOPE UP FROM > o �_ MIN. AND WARNING TAPE ) CLEAN CHECK BASE 1'-6" Ilr'r I.'• I.'• ��• a› on PIPE ZONE WALK AREAS. 1/2"TROWEL 6 GASKET • • • BOTTOM OF FTG.ELEV.AT a "FOR ALL UTILITIES ADAPTOR.SEE PLAN %., (MIN) -NEOPRENE i0• i0• �O ' oCOMPACTED PIPE SMOOTH AND EDGE. COUPLER W/DBL. GASKET COUPLER :•oj.•oj.•i• CONNECTION TO BACKWATER O oCRUSHED SLOPE,SEE PLAN VIEW FOR PIPE SIZE STAINLESS STL W/DBL.STAINLESS ���%����•'�' b8ROCK O.D. • 1/8 BENDSTRAPS(TYP) • • ••rVALVE,SEE PLAN VIEW FOR oTYPICAL UNDERGROUND ( ) 1 �• a4 .0 o BACKFILL STL STRAPS TYP •o• •■ UTILITY CONDUITREDUCER FITTING UPSTREAM ' � �:, BACKWATER VALVE LOCATION. H a wOF C.O.WYE SEE PLAN VIEW , FLOW •, ���•,SEE PLAN VIEWS 6"DIA MIN RISER LINE. ' ,� mil ,' telir :PROVIDE LENGTH TO SUIT FOR PIPE SIZES A�� •- • •.4'•.e• I`�`"6-46`�`JI`46- DRAIN PIPE, _3 MIN. NOTE: 1E0 USE 4"DIA AT 4"PIPES. DRAIN LINE,SEE PLAN,W/45°WYE 1%=i ••.istI=�fi,f1:•I•�1:>S�• 1 • •�, ��p PROFF 4" 4" ALL TRENCHING IN FITTING FOR CO.RISER III=III=III I I III=I I I . SEE PLAN. EIGHTHZPIPE RIGHT-OF-WAY TO BE TITIT TIT TIT s BEDDING MIN O.D. MIN DONE IN ACCORDANCE SEE PLAN FOR C.O. INVERT REDUCER FITTING UPSTREAM SEE PLAN FOR C.O. INVERT ELEVATION =III=1 - -- 4"MIN.CRUSHED BEND SOLID WALL FNDN DRAIN PIPE AT ,,,% G 1 N 4. �/O ELEVATION(AT C.O.'s W/O INVERTS, OF C.O.WYE SEE PLAN VIEW (AT C.O.'s W/O INVERTS,RUN PIPE AT (TYP) 16" 1.0%SLOPE TO BACKWATER �? F• 18"MIN. WITH APPLICABLE PUBLIC PROVIDE STRAIGHT GRADE FOR PIPE SIZES(TYP.) STRAIGHT GRADE BETWEEN GIVEN INVERTS) BASE ROCK(TYP.). ONSITE ST. D. MIN. / VALVE ASSEMBLY. STANDARDS. BETWEEN GIVEN INVERTS) 5'MIN(USE ABS OR C.I.PIPE PIPE,SEE SITE 80058PE *---- 24"x 24"x 6"CONC.PAD BELOW WYE RECTORSEAL 'CLEAN CHECK' BACKWATER VALVE / BELOW GRADE) / UTILITY PLAN PRELIMINARY 1 TYPICAL UTILITY TRENCH SECTION 2 CLEANOUT AT WALKS. SLABS AND PLANTERS 3 TYP. CLEAN OUT AT VEHICLE PAVEMENT AREAS 4 ASSEMBLY FOR FOUNDATION DRAIN (TYP) 5 TYPICAL EXTERIOR DOWN SPOUT CONNECTION 6 TYPICAL EXTERIOR FOUNDATION DRAIN 3-05-2024 C3.0 1"= 1'-0" C3"0 1„= 1'-0" C3"0 N.T.S. Ca3"0 1/2"=1'-0" ca. N.T.S. C3.0 i"=1'-0" GNF 2�,� NOTE: / Z. -0. 15" 1. CONT.WELDED STEEL CONSTRUCTION. FOR GRATE Q / OUT TO OUT 2'-4"SQ. 3/8"DIA WEEP HOLE EA.SIDE OF CB NOTE:CONTRACTOR SHALL © © s✓• DES) D`V` INFO, SEE K 4"DIA THREADED BRASS CLEANOUT PLUG COORDINATE WITH BIDDER. v 2. 10 GAUGE STEEL MINIMUM THICKNESS. 11110 CUSTOMER SIDE SEE SEE L3 x 2 1/2 x 1/4 RIM,MITER CUT 45°AND PLUMBER TO PROVIDE VENTIN 3. COAT INSIDE AND OUT WITH 2 COATS OF BUTT WELD AT CORNERS METER SIDE a1U1■ I;;i:Gil ; !■;1■1� AND PRIMER LINE FOR FOR FOR RENEWS: 12-31-2023 ASPHALTIC PAINT. Co 1'-1 1/4" z 1'-1 1/4" Ltillil P-TRAP PER PLUMBING CODE. C.O.ASSEMBLY BWV INFO GYP FINISH GRADE / NOT FOR PERMIT `" 4. PROVIDE WITH 14 1/2"x 14 1/2"STEEL SEE PLAN VIEW I 03/16 V SEE PLAN VIEW GRATE OF 3/16"x 1 1/4"WITH TYP.BAR FOR RIM ELEV. 2" ,}'/ b 1/2 CARBON OR GATE VALVE(TYP) 12"DIA.SMITH / 2'-0" / 3 0 SPACING @ 1 1/4"O.C. `° /-- - OLDCASTLE METER PLAN 11 CONC.S.O.G. FEBCO MODEL 850 DOUBLE CHECK DEEP BODY PER PLAN FLEXIBLE COUPLER W/ �+• 1/8 BOX OR VAULT, FLOOR DRAIN 5. PROVIDE MANUF CLEANOUT OPTIONS. / STAINLESS STEEL STRAPS VALVE ASSEMBLY(OR APPROVED >3/16> TYP. W/TRAPPED GRATE FRAME \ 60° ii \a (TYPICAL) TYP. 1/8 SIZE AND MODEL FOR EQUAL AND ON THE STATE HEALTH OUTLET AND GRATE FRAME - _ ` . - t! o•.•o• • , mo o i i i i u AUTHORITY APPROVED LIST) �Iil' .�� ���- Iiil, �� O�J r 4 • 3/16 >2 1/2 0 VALVE SIZE. BRONZE - 4 MQp•� nn . on 3/16"STEEL - 45° • \ II GRATE _ (`_ �, ,- 10 GAUGE STEEL WATERSEAL TRAP W/CO PREFABRICATED -� 3" CATCH BASIN W/(2) \ REDUCER FITTING(AS REQ'D) , ( : n ` -�,�t=\"- � � 6"MINIMUM ■I-ISI I I�1 SLOPE v J 4"DIA. NO-HUB CONNECTOR COATS OF UPSTREAM OF C.B.WYE 3/8"x 2 1/2"SQ. I M. NI(rASPHALTUM PAINT TYP I / o , EDGE FLAT BAR � ��1'�a CLEARANCE\.3/16 N / / 6"MIN THK :..I:v,`.,; ,I,,, D.I.ST.D.PIPEI111 FULL CIRCLE NEOPRENE GASKET INSIDE&OUTSIDE. '� �I. ._. ABS SCHED 80 N IIIIIIII� 1A//(4)STAINLESS STEEL STRAPS 6"D.I.STORM DRAIN PIPE AT ���Y■mm■m(TYP) CRUSHED ROCK � ■rlri 12" (TYP.) emu_ ST.D.PIPE PER _ 7"SQ.TYP. \�' II• (16)3/8"x 2 1/2"SQ. BASE " FILTER RISER CONN. I ( ( ( n �•_ 1 MINIMUM FERNCO COUPLER G o� oLc PLAN,a `� v (TYP) - ��•• (MIN.) EDGE FLAT BARS FABRIC TOP AND '`� � ' 4"RISER PIPE �:••/ 2-0 -/ 45°WYE(TYPICAL) 1/8"x 1"FLAT BAR @BOTTOM ELEVATION,' ,' .. ,1 .1CLEARANCE W/DBL STAINLESS - I=III=III=III=III=II�III- FERNCO COUPLER a (n• 1 3/4°O.C. IInI I I II=1 =III1I'/ -- \ STEEL STRAPS TTT I -rTLM,r W/DBL STAINLESS 45°WYE(TYP) -= 3'-0"MIN. NEW STORM DRAIN PIPE STEEL STRAPSCOMPACTED `r\ \ @ 5 1/2 O.C.OVER@PLUGSEE PLAN FOR SIZE GRATING TYP COMPACTED ` O NST.D.PIPESUB-GRADE •.•�••.... •r•e• •.s•. ( ) NEW 4"D.I.FLANGED 1.I::::•, �ANte.•. INSTALLATION SHOWN IS ONLY A SUGGESTION.THE DISTANCE FROM SUBGRADETRAP AND CLEANOUT• , I Niht SEE PLAN (TYP) '•'t'o• ••��'•• m 1Mr G BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION AND ( ) D.I.ST.D.PIPE- OO.•.;•• •.••.. TYP. W/STAINLESS STEEL 12" �M CLEARANCE FOR TESTING AND REPAIR ARE THE MAJORPER PLAN BOLTS. COMPACTED CRUSHED i-_III-III- CONSIDERATIONS FOR INSTALLATION.VERIFY ALL INSTALLATIONROCK BACKFILL -II I III I I I- PLU OVABLE _� SLOPEREQUIREMENTS W/WATER DISTRICT JURISDICTION.BRASS PLUGS TO U wSECTION I.E.AT A.D.TO BE 1.9' II-I I • ��_ BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS. rr nn O (MIN)BELOW RIM(TYP) PIPE INVERT ELEVATION AT CATCH BASIN TO BE V 7 LANDSCAPE AREA DRAIN 8 TYPICAL ON-SITE STEEL CATCH BASIN 2.00 FT.MIN.BELOW RIM(TYP.,UON) - 9 (RATE AT TYPICAL STEEL CATCH BASIN 10 1', 11/2" AND 2" DOUBLE CHECK INSTALLATION 11 MECHANICAL ENCLOSURE FLOOR DRAIN ASSEMBLY 0 C3.0 N.T.S. C3.0 1"= 1'-0" .0 1"=1'-O" C3.0 N.T.S. WATER/2-dblchk C3.0 1/2"=1'-0" 0 111 0 ORDER 8"THICK /y ELEV=218.75±0 Q -FLAT TOP LID RATED /� 'j/// ELEV=218.50± FOR HS-20 LOADING cik • 2 MANHOLE ACCESS W r` c POINTS REQUIRED NOTES: NOTES: (\I 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12" SPACING EACH WAY. 0 0) / 6' / 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE ELEV=217.50� iiii11111!!!! ,I / / WALL SHALL BE WATERTIGHT. WALL SHALL BE WATERTIGHT. 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. Q MR ' � 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN �� 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN (I TOP OF WEIR WALL SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. �J SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. �J I WIPICIED 5. WATERI IGH PLATE WITHORIFICEASSPECIFIEDIN THE CONTRACT. OPENING ISTOBECUTROUND ANDSMOOTH. �� 5. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. �. LLI1.2"ORIFICE NEOPRENE GASKET SHALLBE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A '' NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A /)ELEV=214.50 NOTES: WATERTIGHT SEAL. �/ WATERTIGHT SEAL. �/6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, / 6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, / • 1.CORE DRILL HOLES IN ALL SNOUTS AND TRAPS FOR CATCH7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID 7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID ' DRILL 1.5"HOLE CONCRETE WEIR WALL ONSITE BASINS AND WATER QUALITY ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN 8"DIAMETER ANTI-SIPHON VENT PLAN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR FOR 1.2"ORIFICE, AFTER WALL IS INSTALLED. STRUCTURES SHALL BE AS (EXTEND ABOVE HOOD PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN OUTLET PIPE MANUFACTURED BY:ORIFICE HOLES IN CONCRETE MIN. 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB u_ CENTER ORIFICE 2. 3"BEYOND. TO MAX. 24") OR SOME OTHER DEVISE. OR SOME OTHER DEVISE. c7 • PLATE 1.5"HOLE • WALL TO BE OVER SIZED BY 1/2" BEST MANAGEMENT PRODUCTS, INC. 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE uJ SHEAR GATE OVER 1.2"HOLE 44 MIN.HOLE TO BE CENTERED ON 53 MT. ARCHER RD. BOLT PATTERN MATCHES. BOLT PATTERN MATCHES. > WATERTIGHT SEAL 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C 478 AND ARE DESIGNED TO MEET H-20 TRAFFIC 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET H-20 TRAFFIC o ELEVATION NOTED. LYME, CT 06371 SEE DRAWING #030 LOADING.. LOADING.. I ELEV=210.35 3.STEEL ORIFICE PLATE TO BE - - • ADJUSTABLE LOCK HOOK WITH ADJUSTABLE LOCK HOOK WITH LL • SIZED AS NOTED.CENTER HOLE (860) 434-0277, (860) 434-3195 u ORIFICE "A" O LOCK SCREW OR APPROVED EQUAL. at ORIFICE "A" .:Z) LOCK SCREW OR APPROVED EQUAL. + , t"i ON CONCRETE HOLE. FAX TOLL FREE: (800) 504-8008, w. (SEE TABLE) DIA. HOLE FOR (SEE TABLE) t" DIA. HOLE FOR 1 Olt G• •• (888) 354-7585 PIPE TYPE, SIZE, STAINLESS STEEL MI .�� STAINLESS STEEL 1111 _ I,0 WEB SITE: WWW.BMPINC.COM .- AND CONNECTION " • EXPANSION BOLTS Pr LIFT HANDLE_„ 1/1. EXPANSION BOLTS P LIFT HANDLE_ /evelLi [1 ]]]]31�J- • PER PLAN, AS ��� 1p' EMBEDMENT ATTACHMENT 1p' EMBEDMENT ATTACHMENT OR PRE-APPROVED EQUAL. APPROVED 18"x18"x 1/4" 1" ROD OR TUBING �•� 18"X18"X 1/4" 1" ROD OR TUBINGw• STAINLESS I\ STAINLESS SEE DETAIL #260 STEEL PLATE �� FRONT SIDE MAXIMUM OPENING STEEL PLATE �� FRONT SIDE MAXIMUM OPENING INLET I 1 ) LIFT HANDLE DETAIL LIFT HANDLE DETAIL a FLOW �_ OUTLET ��1 OF GATE DETAIL ��1 OF GATE DETAIL ' FLOW SHEAR GATE ■ SHEAR GATE / / / / ' �,1" TYP. MANUFACTURED BY KENNEDY VALVE OR EQUAL AIL 1" TYP. MANUFACTURED BY KENNEDY VALVE OR EQUAL o RESTRICTOR PLATE, ORIFICE RESTRICTOR PLATE RESTRICTOR PLATE. ORIFICE RESTRICTOR PLATE INLET INVERT ELEVATION '' S C� 18" ORIFICE WITH ORIFICE ORIFICE WITH ORIFICE ELEV=206.35 MIN 0.20 FT ABOVE ° ! INSTALLATION NOTE: B & C (WHEN SEE STD DWG 120 N. $ SPECIFIED) FOR MANHOLE FRAME INSTALLATION NOTE: B & C (WHEN SEE STD DWG 120 OUTLET INVERT ELEVATION SPECIFIED) FOR MANHOLE FRAME /r POSITION HOOD SUCH (SEE TABLE AND AND COVER POSITION HOOD SUCH (SEE TABLE AND AND COVER \` •Z. ' THAT BOTTOM FLANGE I a DETAIL) MANHOLE RING (12" MAX) THAT BOTTOM FLANGE DETAIL) MANHOLE RING (12" MAX) IS MIN 2" BELOW THE IS MIN 2" BELOW THE 011411 FLOW CONTROL MANHOLE WEIR WALL SECTION - NORTH OIL & FLOATABLE 1• • t 9 •. ORIFICE B INVERT. ORIFICE C � hI ELEVATION ATION DRAWIFLOW SEE NGT#260 ORIFICE B INVERT. ORIFICE C �ahIOVERFLOW SEE of ELEVATION DRAWING #260 I ' I NTS DEBRIS ON W SURFACE CANNOT • ONE SNOUT MAY BE ONE SNOUT MAY BE EXIT PIPE 60" MIN/84" MAX <. SUMP USED ORIFICE OR C ANDHB. , OR FDICEOC ANDR B. , a ORDER 8"THICK /� ELEV=230.00± 'a 36" MIN ORIFICE B �� .14111W ORIFICE B \ 00Mk 60" MAX IT MAY BE NECESSARY IT MAY BE NECESSARY •FLAT TOP LID RATED / ° a TO USE TWO SNOUTS I •t as TO USE TWO SNOUTS I x as FOR HS-20 LOADING jjj jjj/ MANHOLE STEP ON OFFSET ORIFICES TO y �' • ON OFFSET ORIFICES TO • y �" \ !/ ELEV=229.75± MEET PLAN ELEVATION. <n MEET PLAN ELEVATION. .\ $ A `�� MANHOLE y: tt `� MANHOLE \ ,. SEE DETAIL 100 11\N a STEP. a°. • 11\N STEP. c ELEV=229.08± a ORIFICE C III/4r, �„ INSTALLED ORIFICE C �„ INSTALLED II 6, +• d. SNOUT DETAIL a ^'�\ ON BOTH ��' ON BOTH SIDES OF SNOUT DETAIL li SIDES OF ORIFICE B �„ ORIFICE B .� C„ / ELEV=226.00 . • a c BAFFLE WALL BAFFLE WALL N. NOTES: F 1 �8" SHEAR GATE / (SEE STD � \[ F�Q/' ,8" SHEAR GATE �`„�, (SEE STD 4 \� ° SEE DETAIL il DWG 100) SEE DETAIL �„ DWG 100) • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF FLOW CONTROL STRUCTURE T op •'`, FLOW CONTROL STRUCTURE T /r �"TOP OF WEIR WALL ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWINGTABLE \\ C„ SHEAR TABLE \ �� NO. 010. �„ SHEAR ��• GATE ��� GATE NOTES: Diameter Of Manhole (In.) 60" MIN 72" •�, 5;13 LIFT HANDLE Diameter Of Manhole (In.) 60" MIN 72" LIFT HANDLE .a 2.INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. • 1.CORE DRILL HOLES IN F.L. (In) 211.50 BAFFLE 111 ' F.L. (In) 221.25 BAFFLE ' CONCRETE WEIR WALL ONSITE 3.PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. F.L. (Out) 211.30 '�'' WALL AO F.L. (Out) 221.05 ., �'' WALL �'j \„ • AFTER WALL IS INSTALLED. SUMP VOLUME AVAILABLE PER DEPTH OF Z >- 8"DIAMETER 2.ORIFICE HOLES IN CONCRETE 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE SUMP Outlet Pipe Diameter (In.) 12 a° . : F Outlet Pipe Diameter (In.) 12 ° " W LL SHEAR GATE <. z WALL TO BE OVER SIZED BY 1/2" OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM Number Of Orifice 2 a' / Number Of Orifice 2 OUTLET PIPE N' N w MIN.HOLE TO BE CENTERED ON 60" M.H.= 58.9 CF 98.1 CF Orifice A Elevation 209.30 ° Orifice A Elevation 219.05 a ° BEYOND. ( 5.ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 CF _ . 0 > ELEVATION NOTED. ice. p CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.= 115.4 CF 192.4 CF Diameter Of Orifice A (In.) 0.5 a RESTRICTOR PLATE �' I Diameter Of Orifice A (In.) 0.7 a RESTRICTOR PLATE �,. Z J 0.8"ORIFICE ELEV=222.75 3.STEEL ORIFICE PLATE TO BE - ORIFICE A z ORIFICE A - z CC I uJ SIZED AS NOTED.CENTER HOLE 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL Orifice B Elevation 214.80 (SEE TABLE AND N 2 • Orifice B Elevation 224.80 (SEE TABLE AND ca m ELEV=222.25 a PROVIDE SPECIAL DETAIL FOR VOLUME 4°' p°' e $ ON CONCRETE HOLE. BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. ( ) DETAIL) DETAIL) n LO REQUIREMENTS EXCEEDING 192.4 CF Diameter Of Orifice B In. 2.5 Diameter Of Orifice B (In.) 1.5 c� DRILL 1"HOLE Or' vation N/A Orl I ation N/A FOR 0.8"ORIFICE, 7.INSTALL PER MANUFACTURER'S INSTRUCTIONS. < . a. . ° ° • a, W CENTER ORIFICE SUMP VOLUME REQUIREMENTS Dia + rlflce �T* N/A Dia rifice N/A ° 8. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1,0 CFS OF INFLOW � s Dia.-See Table ° c ° _ a' Dia.-See Table °,c ._ PLATE 0.8"HOLE DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED Overflow Elevation 217.50 Overflow Elevation 226.00 o I c. OVER 1"HOLE ISOMETRIC CUTAWAY ISOMETRIC CUTAWAY Rim Elevation 218.75 Rim Elevation 230.00 66 NTS NTS �, ,6"' �6"/ WATER QUALITY eii Na U ELEV=218.75 $ MANHOLE ( SNOUT) A CleanWate� Services FLOW CONTROL STRUCTURE FLOW CO\ R0� STR � CTURE 0 . REVISED 10 3, ,9 DETAIL I - NORTH CleanWater Services =Tq - SOUTH CleanWater Services Lt in FLOW CONTROL MANHOLE WEIR WALL SECTION - SOUTH DRAWING NO. 250 REVISED 10-31-19 REVISED 10-31-19 P4 p j 9NTS DRAWING NO. 270 DRAWING NO. 270 T.M. RIPPEY 0 ©CONSULTING ENGINEERS INC. 2022, ALL RIGHTS RESERVED o THESE DRAWINGS ARE THE PROPERTY OF RIPPEY CONSULTING 0 ANDARE NO ENGINEERS TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER 0 WRITTEN PERMISSION OF T.M. RIPPEY (/i CONSULTING ENGINEERS INC. __I - Q I DATE: W DRAWN BY:RTN 0 CHK'D BY: CJD 5 0 SHEET I 0 rri 0 I in 03 . 0 N N 16 OF 20 L...I J TMR PROJECT No.: L_ 22615 , _ _ Attachment 1 W ww z w z PROPOSED LAYOUT CONCEPTUAL ELEVATIONS: 'INVERT ABOVE BASE OF CHAMBER W z 12 STORMTECH MC-4500 CHAMBERS MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED): 12.75\ PART TYPE LAYOUITEM T DESCRIPTION INVERT` MAX FLOW , 3 0 PROJECT INFORMATION 12 STONE ABOVE(in)4 STORMTECH 500 END CAPS MINIMUM ALLOWABLE GRADE(UNPAVED WITH MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC): 8.25 PREFABRICATED END CAP A 12"TOP PARTIAL CUT END CAP,PART#:MC4500IEPP12T/TYP OF ALL 12"TOP CONNECTIONS 35.69" Cl) w 24"BOTTOM PARTIAL CUT END CAP,PART#:MC45001EPP24B/TYP OF ALL 24"BOTTOM W Q `.1? o // 9 STONE BELOW(In) MINIMUM ALLOWABLE GRADE(TOP OF RIGID CONCRETE PAVEMENT): 7.75 PREFABRICATED END CAP B 2.26" (� O zo 1 CONNECTIONS AND ISOLATOR PLUS ROWS ENGINEERED PRODUCT '�'� 40 STONE VOID MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 7.75 Q H O z MANAGER P 911�'1t. INSTALLED SYSTEM VOLUME(CF) TOP OF STONE: 7.75 FLAMP C INSTALL FLAMP ON 24"ACCESS PIPE/PART#:MCFLAMP Q w o �,�P 7 (PERIMETER STONE INCLUDED) TOP OF MC-4500 CHAMBER: 5.75 MANIFOLD D 12"x 12"TOP MANIFOLD,ADS N-12 35.69" U )64 ,,,-- N o0 SiteAssisf 2717 CONCRETE STRUCTURE E (DESIGN BY ENGINEER/PROVIDED BY OTHERS) 2.5 CFS IN O = • w FOR STORMTECH u' ' •�• (COVER STONE INCLUDED) 12"x 12"TOP MANIFOLD INVERT: 3.72 1- m• _ , ,b p ,,,`, o0 ADS SALES REP INSTALLATION INSTRUCTIONS �� .f (BASE STONE INCLUDED) 24"ISOLATOR ROW PLUS INVERT: 0.94 U w 0 G U oI'AfADS VISIT OUR APP 1" ■ :1 687 SYSTEM AREA(SF) BOTTOM OF MC-4500 CHAMBER: 0.75 a 0 0 0 . z , PROJECT NO. Advanced Drainage Systems, Inc. 109.6 SYSTEM PERIMETER(ft) BOTTOM OF STONE: 0.00 0 Z % o °�° m _ o a o 0 w t1 o c f11 V) pp O X V ,D •- .0 CL EDGEWOODCOiiAGES - NORTH o w W a ,:,_ w TIGARD OR USA Q ,lp MC4500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEMz058PE l 1. CHAMBERS SHALL BE STORMTECH MC-4500. 1. STORMTECH MC-4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A 35.39' o z PRELIMINARY PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 0- 25 29.62' Fig, 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE co I3-05-2024 2. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". cn • I-•- COPOLYMERS. w S5 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. 0 F rc \4 !...t..L.257'1§ 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORMTECH RECOMMENDS 3 BACKFILL METHODS: i 'z S WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 60x101. • STONESHOOTER LOCATED OFF THE CHAMBER BED. F a • DES)" • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. I N o 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. Y Le IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. = W RENEWS: 12-31-2023 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. C.) ci 5. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE 3Ng THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 05 NOT FOR PERMIT LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION W FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM 9"(230 mm)SPACING BETWEEN THE CHAMBER ROWS. w o Q o:a 6. CHAMBERS SHALL BE DESIGNED,TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. U "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". z h 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3 LOAD CONFIGURATIONS SHALL INCLUDE:1)INSTANTANEOUS(<1 MIN)AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) p • W MAXIMUM PERMANENT(75-YR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(1-WEEK) AASHTO DESIGN TRUCK. OR O z u A N N (Da 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE.STONE DEPTHS SHOULD NEVER a,co _ //� 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: DIFFER BY MORE THAN 12"(300 mm)BETWEEN ADJACENT CHAMBER ROWS. C c v J • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING /7 STACKING LUGS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. E ® 0 LI • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS • 0 41 THAN 3". 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN F o • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE ENGINEER. I N W o GREATER THAN OR EQUAL TO 450 LBS/FT/%.THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER j < r/� DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED 12. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE F ) v T w ` V J FROM REFLECTIVE GOLD OR YELLOW COLORS. STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. E N W W 1 a co 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.UPON REQUEST BY THE SITE DESIGN NOTES FOR CONSTRUCTION EQUIPMENTJ ..... Ci.I � �� I- O N ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE �.i �' rc, DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: 1. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". I y U m c$ O O • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. cw C , • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR 2. THE USE OF EQUIPMENT OVER MC-4500 CHAMBERS IS LIMITED: S v w121 DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. o Etc 0 LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE 0 € r�► • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". m a B V EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". z v cn o Q 0 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. w 0 w 0 w Dre(h oz 0 USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE i-Q.c 1 w BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD o El o o z ^ 0 WARRANTY. =m •o-, v J wr' O CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. n ' ISOLATOR ROW PLUS w= I�+I+ r . CV SEE DETAIL() m'- � =o i V '^ � �� PLACE MINIMUM 17.50'OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING NOVIANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. C STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD � CHAMBER INLET ROWS COMPONENTS IN THE FIELD. ` o o a 0 _ _ _ �_� THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. N • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR 4) DETERMINING lli SHEET -BED LIMITS THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS 02023 ADS.INC. •PROVIDED. FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF 5 3 INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE OPTIONAL INSPECTION PORT ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS I j PART#:MCFLAMP I 3 U) $ I COVER PIPE CONNECTION TO END CAP WITH ADS W Q AASHTO MATERIAL C7 O z t GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-4500 CHAMBER ()r O Z t MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT Q a w MC4500 END CAP Q I- ° ' CLASSIFICATIONS CO 6 P 1- < k2 5 FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C' O I g = w STORMTECH HIGHLY RECOMMENDS - _ N�aw , //��/ //�/ ,,TAK( �/�� // ///'///l///// ///// l% O = g w N PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED H ;.�:.ax,: q •3��:„•,.:,:aoe;•.•,I , a .7 -- u.�4vrzrave e ' � V D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND W CHECK PLANS FOR PAVEMENT SUBGRADE RE UIREMENTS. vSTRUCTURES WITH OPEN GRATES 0,,,,, ,Ko ty /% +!.4.-.Z 7 44.4.+r�.0 rS• .14.44 Y,.Vit,t .rtJ 4v&, Si,6#4.2gu.S :GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' Q Q o . :, ; y0PREPARATION REQUIREMENTS. OZ d' � .:=.S =. ;�o����Y � rii ' � ' O OLAYER Q = o`U� ,...1,,v..u2 rc�.5,,,yr.,ter• ,n., ,u i..,,a.. ,,i .tr..Q AASHTO M145' ? P GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES OR A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 24"(600 mm)OF MATERIAL OVER W 3INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS FROM THE TOP OF THE JQ QEMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THEPROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 0 oI 0 C OR 12" 300 mm MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR H CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR W i�i.,:ice a-- f W W LAYER. ' H. O %fin,�nf 'I H O �+ LAYER. AASHTO M43 PROCESSED AGGREGATE MATERIALS. �, 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10 o a '/�7 (I I o a I I- H CATCH BASIN jIj%%�� i�'I 1��� EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS FROM THE AASHTO M43' a OR /�:;; B LI FOUNDATION STONE('A'LAYER)TO THE'C'LAYER ABOVE. CLEAN,CRUSHED,ANGULAR STONE 3 4 NO COMPACTION REQUIRED. MANHOLE %�iS��"� ii��l�11 ii ICI IAi(ii,��'�i�;, w a Z i w I %14j1W. Z ziTi w A THEFOUNOOT(BOTTOM)OF THE CHAMBER.DATION STONE:FILL BELOW MBERS FROM THE SUBGRADE UP TO CLEAN,CRUSHED,ANGULAR STONE AASHTO M43 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE zs o o 11111114P111III'l1I Ii .. I o• o , f . PLEASE NOTE: w N W SUMP DEPTH TBD BY CO w 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". 0 23 SITE DESIGN ENGINEER 0 =3 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. '-c' 1-1 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR Z (24"[600 mm]MIN RECOMMENDED) o ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN F a< 24"(600 mm)HDPE ACCESS PIPE REQUIRED USE a COMPACTION REQUIREMENTS. g N I FOUNDATION STONE AND CHAMBERS N w FACTORY PRE-CORED END CAP 4. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. N o 10.3'(3.1 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS .0 y a g PART#:MC4500REPE24BC OR MC4500REPE24BW Y rc g a O sa U rc. re o MC-4500 ISOLATOR ROW PLUS DETAIL re ag O a5 NTS p a5 W ES=m w wi ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAYER(DESIGNED Q o 6 Q o AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERRS BY SITE DESIGN ENGINEER) I o a a E I ILIZ 4 'L INSPECTION & MAINTENANCE g� i �� iiii iillCiiii ��iii I zwyl \ 'TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED' - 0 D \\\\\\��\,�`� \ O INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,\ w 7.0' U (9 5 U S 0 PERIMETER STONE INCREASE COVER TO3o•p50mm). 24" (21 m) U oo STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT v o0 (SEE NOTE 4) O (600 mm)MIN" MAX W o A. INSPECTION PORTS(IF PRESENT) w .. CC I I 12"(300 mm)MIN 2 N Al. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN g �•: !'+`may =-_ 7,r r r . + ® 0 =c8i A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED ® 0 F 4 St L \ M i ` 0 8 t/11111111\ 1 B Ai, �, /r/�Y111� _ 1- o2A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG .0 oNEXCAVATION WALL /� 1'/ 1, t --C,+ �l i z a z II II I �/,A�I\I o A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) o D_ CAN BE SLOPED OR VERTICAL 110 II1 111 4 \ �/Ibl- 1 a A.S. IF SEDIMENT IS AT,OR ABOVE,3" 80 mm PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3.`�// I I I1i�IIII!I'11I 1kitto.„.111� I II1IYt� I I (1525mm) _ so B. ALL ISOLATOR PLUS ROWS ` _ so . I r in 111 I, leii II" I' r F6.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSO II ' II II' n I II nu► 7 III I�/`II'` I;� 1' Illl/ I I 4 ' f I` I I 1 a a6.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEE mo-a1111 11 ?1111 /�Ii il\11111IIISIIIIIIII I 1 �'i IIII'�illi �11 I 1 ft, I'\►`I I 1I i i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY L Q W 1'6 MI1 ,►-i°?° 0 E % ,0 ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 0 E '� IFY.-ACI 41 N ro S m B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. �.1 t co R I III=III- III 1 II-11 III-11 III=III=11 III=III=III=III=III- 1=III=III= 1=III=III=III=11 III=III-_ ...-.,.-,,, L DEPTH OF STONE TO BE DETERMINED 6 °D q o$ Z =IiII=III III=I _T]--_i[i-- = T-]T M -�-�_7 -171717i11-_�� 1-111E11E111=11111 I11=1 U rc U rc N -IIEM I I1- I=11 1 IIIIII=III-III=III-III="- 11IIII=III=111=I I-"' =I I I I EM11 11=111=111 " BY SITE DESIGN ENGINEER 9"(230 mm)MIN o w STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS o w 0 12" 300 mm)MIN 0 ( MC-4500 9" 100"(2540 mm) 12"(300 mm)MIN 1 A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED s o� v] END CAP SUBGRADE SOILS (230 mm)MIN y a$ B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN l (SEE NOTE 3) co 6:: C. VACUUM STRUCTURE SUMP AS REQUIRED j co w W L J� <N _I� FN P4 I j co (,-, o w STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. z v W =r• z <=r LZ-12T.M. RIPPEY O o- z Z STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. w2 0 M cz o ©CONSULTING ENGINEERS INC. rri NOTES: 2022, ALL RIGHTS RESERVED 0 0 I-a o l'W 1-¢no 16 THESE DRAWINGS ARE THE PROPERTY OF 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 60x101 o J 8 a(z° 0 7,o .6 TM RIPPEY CONSULTING ENGINEERS INC. C 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". =co a W NOTES _°r a W AND ARE NOT TO BE USED OR REPRODUCED W° W W IN ANY MANNER EXCEPT WITH THE PROPER 0 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION 0.16 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS z$ WRITTEN PERMISSION OF T.M. RIPPEY Uj FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. m F OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. w F CONSULTING ENGINEERS INC. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. (.2 o a o Q I 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: z z -1 .. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. DATE: z TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS. _ •,*& DRAWN BY:RTN _I • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 41 N \ CHK'D BY: CJD �rc 5 • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%.THE ASC IS DEFINED IN SECTION 6.2.8 OF 0 ASTM F2418.AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW SHEET SHEET SHEET COLORS. 3 OF 5 I 4 OF 5 - ' Ki 1C3 in 03 . 1 1 (0 N N 17 OF 20 L:L:1 J TMR PROJECT No.: L_ 22615 Attachment 1 c4 d W wW z ao I W I a+ MC-4500 TECHNICAL SPECIFICATION 1 Ii E � z NTS U) VALLEY LU Q ~ z RIB CREST Q OF a 1- STIFFENING (� Q Y o LOWER JOINT WEB ~ S Z 0 CORRUGATION UPPER JOINT 0 i N OU CORRUGATION 0 Et O o U g I 1111 �� 1 Ill \\ CREST I 1�1����1� �'II) O ° STIFFENING �� 11111111,41111 ����II1._.V���I Z i �� RIB �� � li9������;��� �I a N 00 111111 \ 1 �111� �I � ��� so.o" P Ill,i�:{il''I�Is1.o° � � � � � P, (1524 mm) IA 1 1 � I'll I (154mm) I \ , (-..1 CD", C) il Ili 0 llll '��1 1!LII1I \ o a o • cl H a w FOOT 100.0"(2540 mm) -/ k x 90.0"(2286 mm) W a BUILD ROW IN THIS Z N DIRECTION _ O 5'' 5"�" PROFFss } IIZw U w� 32.8" In ,1- (1227 mm) ` _' 52.0" INSTALLED W a PRELIMINARY h --- - (1321 mm) o INSTALLED �� _ �� Q,2 3-05-2024 �\ wz 1. i `�. 0 �w2 al NOMINAL CHAMBER SPECIFICATIONS \` 0 w cc_ SIZE(W X H X INSTALLED LENGTH) 100.0"X 60.0"X 48.3" (2540 mm X 1524 mm X 1227 mm) p a g RENEWS: 12-31-2023 CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m3) \,I ' ' W m MINIMUM INSTALLED STORAGE* 162.6 CUBIC FEET (4.60 m3) Ik ‘1'I i o 0WEIGHT(NOMINAL) 125.0Ibs. (56.7kg) II 'll_ o oa NOT FOR PERMIT NOMINAL END CAP SPECIFICATIONS 38.0" z a MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 90.0"X 61.0"X 32.8" (2286 mm X 1549 mm X 833 mm) (965 mm) 2 w NTS END CAP STORAGE 39.5 CUBIC FEET (1.12 m3) 0 `1°, z. MINIMUM INSTALLED STORAGE* 115.3 CUBIC FEET (3.26 m3) = w a WEIGHT(NOMINAL) 90 lbs. (40.8 kg) w 8 o STORMTECH END CAP w *ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, nc _1 'A 12"(305 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY. s 0 o g v, 12"(300 mm) o MIN SEPARATION PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" r__,. v E w PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" W ^12" 300 mm MIN INSERTIONEND CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" 1111111/ 1- >' v =W v( ) 4t I/� (n ¢a I- + , PART# STUB B C i a� a W WLI;,\ � MC45001EPPO6T6"(150mm) 42.54"(1081mm) -- Billl �' " �\ L N- MANIFOLD STUB IM\` IMC45001EPP06B --- 0-86"(22 mm) _ 1 :zo Q N I \I MC4SOOIEPPO8T 40.50"(1029 mm) --- y V b ' O MANIFOLD HEADER All I - xMC45001EPP10T 10"(250mm) I38.37"(975 mm) 7- it al'II �II( L� , � I��� , MC45001EPP10B --- 1.33"(34 mm) �// >� o�//, MC4SOOIEPP12T35.69"(907mm) NaxU w 12"(300mm) m i f n O •11 / ce �� I-1-1 E ,�/�� \\�\r/ MC45001EPP12B 1.55"(39 mm) rC Iz WV(' MC45001EPP15T32.72"(831 mm) t15"(375mm) w0�1 li oWOMC45001EPP15B 1.70"(43 mm) �p(%> oz MANIFOLD HEADER �' I_�� MC45001EPP18T29.36"(746 mm) --- CUSTOM PARTIAL CUT INVERTS AREo g� m ZOQ �I� i I jiMANIFOLD STUB MC45001EPP18TW18" 450 mm v-1 W�'11 �„ ( ) AVAILABLE UPON REQUEST. n- xy I, A eMC45001EPP18B v= Q W `.Jr •J�1�.,-.:-,I-. ____ ��� MC45001EPP18BW 1-97"(50 mm) INVENTORIED MANIFOLDS INCLUDE a W 12-24"(300-600 mm)SIZE ON SIZE Z 1n \ CD I- 12"(300 mm) III - MC4SOOIEPP24T 23.05"(585 mm) AND 15-48"(375-1200 mm) m F � I_12"(300 mm) MC45001EPP24TW MC45001EPP24B 24"(600 mm) ECCENTRIC MANIFOLDS.CUSTOM co =o N INVERT LOCATIONS ON THE MC-4500 MIN SEPARATION MIN INSERTION --- 2.26"(57 mm) END CAP CUT IN THE FIELD ARE NOT z J V 0) MC45001EPP24BW a N RECOMMENDED FOR PIPE SIZES Q MC45001EPP30BW 30"(750 mm) --- 2.95"(75 mm) 0 GREATER THAN 10"(250 mm).THE o MC4SOOIEPP36BW 36"(900 mm) 3.25"(83 mm) INVERT LOCATION IN COLUMN'B' I iz NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC4500IEPP42BW 42"(1050 mm) --- 3.55"(90 mm) ARE THE HIGHEST POSSIBLE FOR SHEET LLI FOR A PROPER FIT IN END CAP OPENING. NOTE:ALL DIMENSIONS ARE NOMINAL THE PIPE SIZE. 5 OF 5 I/ADS I//ADS User Inputs Results User Inputs Results Chamber Model: MC-4500 System Volume and Bed Size Chamber Model: MC-3500 System Volume and Bed Size Outlet Control Structure: No Outlet Control Structure: No Installed Storage Volume: 2716.68 cubic ft. Installed Storage Volume: 983.00 cubic ft. Project Name: Edgewood Cottages- Project Name: Edgewood Cottages- Cl)North Storage Volume Per Chamber: 106.50 cubic ft. South Storage Volume Per Chamber: 109.90 cubic ft. v) Engineer: Tim Oyen Number Of Chambers Required: 12 Engineer: Tim Oyen Number Of Chambers Required: 5 -I Project Location: Oregon Number Of End Caps Required: 4 Project Location: Oregon Number Of End Caps Required: 2 Q Measurement Type: Imperial Chamber Rows: 2 Measurement Type: Imperial Chamber Rows: 1 (- Required Storage Volume: 2500 cubic ft. Maximum Length: 35.39 ft. Required Storage Volume: 975 cubic ft. Maximum Length: 41.58 ft. I Stone Porosity: 40% Maximum Width: 19.42 ft. Stone Porosity: 30% Maximum Width: 8.42 ft. Stone Foundation Depth: 9 in. Approx.Bed Size Required: 687.07 square ft. Stone Foundation Depth: 9 in. Approx.Bed Size Required: 349.99 square ft. -I Stone Above Chambers: 12 in. System Components Stone Above Chambers: 12 in. System Components Average Cover Over Chambers: 24 in. Average Cover Over Chambers: 18 in. Amount Of Stone Required: 50 cubic yards Amount Of Stone Required: 119 cubic yards Design Constraint Dimensions: (20 ft.x 36 ft.) Design Constraint Dimensions: (8.50 ft.x 42 ft.) Volume Of Excavation(Not Including 72 cubic yards Volume Of Excavation(Not Including 172 cubic yards Fill): Fill): Total Non-woven Geotextile Required:282 square yards Total Non-woven Geotextile Required:167 square yards Woven Geotextile Required(excluding22 square yards Woven Geotextile Required(excludingO square yards Isolator Row): Isolator Row): z Woven Geotextile Required(Isolator 70 square yardsLu Wove n Geotextile Required(Isolator 47 square yards >- Row): D Total Woven Geotextile Required: 47 square yards 0 Total Woven Geotextile Required: 91 square yards Ct Impervious Liner Required: 0 square yards Impervious Liner Required: 0 square yards I EMBEDMENT STONE SHALL BE A CLEAN,CRUSHED AND ANGULAR GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35% ETA B FOMENT STONE SHALL BE R CLEAN,CRUSHED ANDAN G ULAR GRANULAR WELL-GRADED S OIVAGG R EG{ff E M D(TURES,<35Y DENSITY SEE THE TABLE OF ACCEPTABLE FILL MATERIALSSTONEWRHANAASHTOM43 DESIGNATION BETAEENB3 ANDA4 FINES,COMPACT IN 12"(300 mm)MAX LIFTS TO 95Y PROCTOR STONE WITH AN AASHTO M43 DESIGNATION BETWEEN 1/3 AND D FINES,COMPACT IN12"(300 mm)MAX LIFTS TO 95%PROCTOR DENSITY.SEE THETABLE OF ACCEPTABLE FILL MATERIALS CHAMBERS SHALL MEET ASTM F2418"STANDARD . CH. ANAB ERS SHALL MEET ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPELENE(PP)CORRUGATED S P ECIFICATI O N FOR P O LYPR O P LENE(P P)C ORR UGATED CHAMBERS SHALL BE DESIGNED IN AC CORDANC E WITH ASTM F2787 0 WALL STORMWATER COLLECTION CHAMBERS". CHAMBERS SHALL BE BE DESIGNED IN ACCORDANCE WITH ASTM F2787 WALL STORM /4'ER COLLECTION CHAMBERS". "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". ADS GEOSYNT HET ICS BOIT NONWOVEN .. ADS GEOSYTHETICS 6017 NON-WOVEN GEDTB(TILE ALL AROUND CLEAN,CRUSHED, PAVEMENT LAYER(DESIGNED ((� GEOTEXTILE ALL AROUND CLEAN,CRUSHED, PAVEMENT LAYER(DESIGNED ANGULAR EMBEDMENT STONE �� BY SITE DESIGN ENGINEER) ANGULAR EMBEDMENT STONE I'7 BY SITE DESIGN ENGINEER) 10 \ \ \ \�.\ \���' _\\., \ h :. } I Ulf,". r> .:••..� ,,,, ,, .La` r a�„\\� \� ,,,,ti .' + \ \\�\\, .`:, \` ._.\ \. �,�'\\\ \�.A \'t�\\i\\\\ 7.0' PERIMETER STONE i II ai AI �+e .CAI �, 14,u:KmS Sml n�+(n ail i�i;P;t' 11 (24 m) v] 24' "'� �. ',L* �K vs �_L: y- } (450 mm)MITY MAX Z PERIMETER STONE '{ -+� F (600 mm)MIN' X) t 12"(300 mm)MIN N11 12.(3° mm)M1N 0 .;a. .0 4.4.4 IXCAVRTIONWALL ii 'N1 ,,k, r7 1 ;;'„„i- O N EXCAVATION WALL //, 1\ i' 1\ lm�a+•, /I 1\\\ BE SLOPED :!��/I / l l �I I 11 1�,.. r7� 1,A4111� �� .�� �i1I11� �Ic". . 1 46" (CAN TI SLOPED �I(11111111 \ /0 a ,1. � V.1II1 ill _ OR VERTICAL) . ';','�. �� ��'�:� I �'�. �� III �' : I (1140 mm) OR VERTICAL) iLiii I '111 I111}�I\ �I(�',III. I\ - �I�•1111111\ -;; II�•• III= ' �'1.: i 1`I 1'','- 1 � 1.: i} I LI LO II I IIII III. IIII - - (1525mm) II- -/ II1=11I ( `Ii• II \•• / I`I� �I, \ / `II. •IM \(l ►� �I �� ►� -II II-1III II III 1.1� , I � : I� II��II�� �' 11=1 1- �I= '�INI►�. .II�� �I .1111� �11l .II���� 1 I��h�Ill:it �1I I����C��l� .d��l 1� ��II I��,��:.�ll��:��� 1' I-1I_ '� vim II II- _IIII" -II-B I=u_n. an=1. ':. T.M. RIPPEY 11=11=11=11=11=11"=11=11 IU U II-II-II-II-II-II-IIII,.11g==kg..W U ,4 -II=I1=1I=I ICI=II=11=1I=11=11=I1=I = L DEPTH OF ST ONE TO BE DETERMINED 1 = _ __ _ _ __ 1=II-=II 1=I=L?II- -11=IT-I-II-II-I-IIII-1=1=I-•°=-=11=1=11=1= =1=1=11=11 11=1=1=11=11=11=11=11 I BY SITE DESIGN ENGINEER 9" 0 mm MIN C CONSULTING ENGINEERS INC. r0 �I -? - eil=1=111-LL IP - 'XI L DEPTH OF STONE TO BE DETERMINED a"(150 mm)MIN =II 11=11=11=11- 11=11=•11=11=11=11=11=11=11=11=11=A=11-11=11=11=11=1L 1=11=11=11= =11=11=11=11=11=II=II=1 (23 ) ' H.=11 11=11= I ,_ 1 '. -_ - BY SITE DESIGN ENGINEER 9"(230 mm)MIN - - - 1-11-II-II-II-II-II-II-11-;1-IIII- 2022, ALL RIGHTS RESERVED I') 12"(300 mm)MIN H MC-3500 - B 77"(1950 mm) 12"(300 mm)TYP THESE DRAWINGS ARE THE PROPERTY OF END CP END CAP (150 mm)MIN (230 mm) 1110'(2540 mm) 12"(300 mm)TYP SITE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING TM RIPPEY CONSULTING ENGINEERS INC. 0SITE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THE REQUIRED BEARING CAPACITY OF SOILS AND ARE NOT TO BE USED OR REPRODUCED THE REQUIRED BEARING CAPACITY OF SOILS WIN MLM COVER TO BOTTOM OF FLEXIB LE PAVEMENT.FOR UNPAVED INSTALLATIONS INHERE RUTTING FROM 1EH IC LES MAY OCCUR,INCREASE COVER TO 24" IN ANY MANNER EXCEPT WITH THE PROPER 0 "MINIMUM COVER TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30"(750 mm) WRITTEN PERMISSION OF T.M. RIPPEY Uj CONSULTING ENGINEERS INC. _1 DATE: W DRAWN BY:RTN J_ HK D BY: CJD SHEET C) I N 1'0 U IC 3 Lo 03 . 2 2 co N N 18 OF 20 LL.I TMR PROJECT No.: Li 22615 Attachment 1 W ww z w z PROPOSED LAYOUT CONCEPTUAL ELEVATIONS: [ • 'INVERT ABOVE BASE OF CHAMBER z ITEM 5 STORMTECH MC-3500 CHAMBERS MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED): 12.50\ PART TYPE LAYOUT. DESCRIPTION INVERT` MAX FLOW 1 0 2 STORMTECH MC-3500 END CAPS MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC): 6.50 24"BOTTOM CORED END CAP,PART#:MC3500IEPP24BC/TYP OF ALL 24"BOTTOM CO w PROJECT INFORMATION 12 STONE ABOVE(In) MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC): 6.00 PREFABRICATED END CAP A 2.06" CONNECTIONS AND ISOLATOR PLUS ROWS w Q N o /LDS 9 STONE BELOW(In) MINIMUM ALLOWABLE GRADE(TOP OF RIGID CONCRETE PAVEMENT): 6.00 C9 O Z r o t FLAMP B INSTALL FLAMP ON 24"ACCESS PIPE/PART#:MCFLAMP ENGINEERED PRODUCT 0 71� � 30 STONE VOID MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 6.00 - - Q H O z MANAGER r 1:IV- INSTALLED SYSTEM VOLUME(CF) TOP OF STONE: 5.50 NYLOPLAST(INLET W/ISO C 30"DIAMETER(24.00"SUMP MIN) < Yii) ° •°2 SiteAssist "Are 7 983 (PERIMETER STONE INCLUDED) TOP OF MC-3500 CHAMBER: 4.50 PLUS ROW) _ W )64 N o FOR STORMTECH u' `' •1. (COVER STONE INCLUDED) 24"ISOLATOR ROW PLUS INVERT: 0.92 O g _ ; , o0 ADS SALES REP INSTALLATION INSTRUCTIONS �� 'a .1• (BASE STONE INCLUDED) BOTTOM OF MC-3500 CHAMBER: 0.75 U I- O 0 U o M ,1fADS VISIT OUR APP L II •1 350 SYSTEM AREA(SF) BOTTOM OF STONE: 0.00 Q Q o '-' PROJECT NO. Advanced Drainage Systems, Inc. 100.0 c ..1 -[SYSTEM PERIMETER(ft) O CO ° °� O M E I a ; ° � o w y o o C9 ` ' V) pp O X EDGEWOOD CoTTAGES - SOUTH o w W w a ,:,_ TIGARD OR USA Q ��,��D PROFFss f 7 � \� G ) N 6 ,4O MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1,,, �� � p z �_ 80058PE l 1. CHAMBERS SHALL BE STORMTECH MC-3500. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A o z o PRELIMINARY PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. a y5 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE co °I- 3-05-2024 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 0) I-r COPOLYMERS. w y w �. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. 0 rc \4,P !!! 7. 7 (3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORMTECH RECOMMENDS 3 BACKFILL METHODS: z S �w WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. • STONESHOOTER LOCATED OFF THE CHAMBER BED. a a • DESV" • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 41.58' N 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. Ne EI 5 IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. U 0- RENEWS: 12-31-2023 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. - 39•58' r°a 5. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE 3 THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. re o g NOT FOR PERMIT LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION W FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6"(150 mm)SPACING BETWEEN THE CHAMBER ROWS. p o Hguj ¢ .2 6. CHAMBERS SHALL BE DESIGNED,TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. W "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". , I z LOAD CONFIGURATIONS SHALL INCLUDE:1)INSTANTANEOUS(<1 MIN)AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3#4I m W 2 MAXIMUM PERMANENT(75-YR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(1-WEEK) AASHTO DESIGN TRUCK. OR C U (IS' 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. //� 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: I I A we v J • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN wg STACKING LUGS. ENGINEER. I 1 ® OLI • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS •C q 2./ • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE 11.THAN 3". TORMWAADS TIER MANAGEMENT SYSTEM FROM ON CONSTRUCTION SITE UNOFF.MENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURINGONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE ' GREATER THAN OR EQUAL TO 450 LBS/FT/%.THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER rn _ < DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED NOTES FOR CONSTRUCTION EQUIPMENT cn v =w `� FROM REFLECTIVE GOLD OR YELLOW COLORS. E ` 2 W W 1 a C.() 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". L . RI g N CV 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.UPON REQUEST BY THE SITE DESIGN 0 E m (op- I- 0 CV ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: AO N S 3' 0 DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. -c co o y $ • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE O w • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". o L.f. DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". o E tR L LJ 0 LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. O co € • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. m coon a EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. z v 1 o CI 0 0 USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE ¢I cn N- z r O W 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w 0 z w WARRANTY. CC 0 cci O Q CC '24 gw .^ CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. i El� W� (/) V vx. o Ww o I- ci ISOLATOR ROW PLUS w=cob. III 'CV_ SEE DETAIL() mr '.. �. NOTES J Z MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. z 0�����`♦� NO WOVEN GEOTEXTILE • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD '�♦�♦�♦�. COMPONENTS IN THE FIELD. ` o 02 0 - - - �A • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR 1' DETERMINING lli SHEET -BED LIMITS THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS IDED. ©2023 ADS,INC. • NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF 6 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS i I cii W COVER PIPE CONNECTION TO END INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE OPTIONAL INSPECTION PORT W w ¢ CAP WITH ADS GEOSYNTHETICS 601T PART#:MCFLAMP w ¢ 10 AASHTO MATERIAL C7 O Z NON-WOVEN GEOTEXTILE (� O z N MATERIAL LOCATION DESCRIPTION COMPACTION /DENSITY REQUIREMENT Q 1- a z MC-3500 CHAMBER Q ¢ w w o MC-3500 END CAP H H CLASSIFICATIONS Y r Y - H j 5 0 U = w 2 w FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C' O i \A //7/4//////,i l//j///////�////�i O = PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED _ ua r. r q!a*a'• vlra o , aye .,.a /F „y,!a> rot++s.'ria +lnUI - ' V 0 U z - k�A2?:.;..-41..:;5.f. , '? .e r v r.. .'4 161 vri 1/ 11., a- l I .a , U U 8 LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. O ?o:`•• ori.i/u �n�a..n,.n rn_ul n /ng , ernr. r+nalF ,_ gun ou„ mil ull.o-n Cu7r O D N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND - >'= r -- -- -3'- - ter.�- - - - �% �- -��.�� - ;r = - .!=yx �>'�� �•'� � � i O r--,-- .:..,•:`..,:••o. 7,,Nt�yrr,��,;, - ..�1?r'gu.2$+r. ,fklig r�S /i. y �32�,,,,vC� , ri !A,,t g x ay! *lae �/i CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. I►, .... ....... .... ,, -. ,� .� ,, -, -r 3l ,. . ,, `� � ..,.>< .�,, ,. 14� e;F,n��!i,C�n�C�ri.<.�y�r��a-.:;' _- ' n�3J��aS N� r< a3� 3 :�y� d 8 GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE D Q 0 -•:,, ..,, ,,,tr- , _.)TQn,�r!u,� un vq rinj iu l a:i ,i.1,v...4. y Tn xt,,,,r,uf r ntt,`,,&.i,,.n:n_- ,s!.y r.li�V //rl:,i 1„11 utr ( 11/{1,k1{.Hn !I .n ,r un'= PREPARATION REQUIREMENTS. O o STORMTECH HIGHLY RECOMMENDS ?_ _, , w� c =y/- /.;;;..,� s a � 's�� , �� ., /._� y a✓s a k , y.F y: o o LAYER royrialaal l/i/i �/n ra.qa /a /i. ao�/i .ir mrrav �1a.liia�/ !eVa tea. :a•Sm.a / r!. E /i , 'F O (A rc 1l ��I . e .f,,we ,S ax �n ye N\t%.4 .ol •fV6 s a ,aV. }- 0 (n Cr o FLEXSTORM INSERTS IN ANY UPSTREAM N0 uan= q,pll ii rt�ii r�gt lr(?riur,. WS/rr,in_; nn,�nl;!i 1 yuk hNirl� io /i nry. n rr u,.un,z/!u !r r!i1Wun 40_b11IP„ri11,.r!n! Qg o 0 .o �� ,r<', ./. �!� yo. s y .T ,;,.T�.+r=� .. iT..� .r_.,�i=t ..1<- F✓- .•�.R-,F-,- i� V rc `,.t, .t „: 1;a7,144 .tvWt-lWo�..ilu0,47 47/. 1III a. !!a�ro$na a . Kt VNS �r!$'ut'q/!$ll"n<'r/ '1�7. uth_4.CR.t.0','-$:0�1- 0 g AASHTO M145' F a STRUCTURES WITH OPEN GRATES py_iru vu,; „!iu un�i3!ii{ gn an�ru n cn rn,;- �wuvrn +!rein vr.n nn�utlFu.n rrnriu.u1P in'lrnku 5ux un f��rn'�ri11 1 ua1' t�iio'1n'_ I- a �j ..4 =. ,� .,- a�Tc'!� ', �.`=yr.,.. Ors. �a_4) .t CFI"=o y:lr->44, L°r,,Ift�r! ; �j4t?c . ram-�i-t 4 c7 //�� o ! <ti.iL ruku.j +�FiaYN�4lal1+ia�.�n lkrroS ‘..a a�., 1u�.1Lh�yy.ria� !IoU!/•c l�/+El�?.1lQ�Yu�� .r!a.rr. D.tri.� f� Nr./oY?: ,i oal1!i� h ':o-Yha !.11+e �!a z �// GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35/o FINES OR A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 24"(600 mm)OF MATERIAL OVER �nn'�!rl eau„- A`/euNun ri.nrr -`<,1� n1`!!n, n/ `-/!ur'_/!l 1rOr`//, r!!v�?�r/rn yr Ali . / ,, ' ti, y r ar:,` ^raver INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS FROM THE TOP OF THE W 3 r . - F u,r�. nd y ° x :nl�vyn rn rr„ul r1 ,u iu r, 1 olia. 1 9,..20,al�!tctoi,A W I PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN `.-.. " " `� ),!a*r %a /'' �'/ k�!t`a'!� /a.c',„�l.pao?%74/a.4dC.'Sa a�C ,aa s�ic.>-o i 4H-/r�Cy,/c•a< 1 �tn2v uS�u 2, a� i r, v<l. /I� EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE C� # i ELEVATED BYPASS MANIFOLD 0,11 !n„a„n z/!u y,,,,,,jr_!tn�r, r/r1, oil #11t,tt1 uJ1-uH -!/n !.1 9) , Iy;Dno+nftilN,rn nu-yi nfw lTrur LJ 46 i C OR 12"(300 mm)MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR 1- • , H CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR W W 1 �� ��~� �/ �a� p W w LAYER. LAYER. AASHTO M431 PROCESSED AGGREGATE MATERIALS. I- 00 w � �� ���.�1��•A '0 g ` 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9,10 o a �� w,,•,,liti `) 5”..d �� C • EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS FROM THE AASHTO M431 • .�' W B CLEAN,CRUSHED,ANGULAR STONE NO COMPACTION REQUIRED. m �v .�r..i p •.+�Y,,,,' FOUNDATION STONE('A'LAYER)TO THE'C'LAYER ABOVE. 3,4 W ,i ,.;/1; ;/"I `�� W Q w .� yl u, (N .A I'�144' N /�1►:� IBC'.'+� z t7 z FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO AASHTO M43' O W �g .��Ip;;;;{, t O W i A THE FOOT(BOTTOM)OF THE CHAMBER. CLEAN,CRUSHED,ANGULAR STONE 3 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE." a N ���I1�•��•Nr' I�y Ili a N URci J �•'�'�,<� Lc_�� I {. Ii .1 i [ . ...1 �. .1 L.. 1..- ,_.. I II 1 I V E g PLEASE NOTE: :A W r � co I'r w m8 SUMP DEPTH TBD BY w 08 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". o W o SITE DESIGN ENGINEER NYLOPLAST \ 0 143 1 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. (24"[600 mm]MIN RECOMMENDED) P E v 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR a 24"(600 mm)HDPE ACCESS PIPE REQUIRED ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN a COMPACTION REQUIREMENTS. y tN 4. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. ri,''� USE FACTORY PARTIAL CUT END CAP PART#: FOUNDATION STONE AND CHAMBERS N o Ne_ ? MC3500IEPP24BC OR MC3500IEPP24BW 8.25'(2.51 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS he 5 = U M0 U 'gc0 W g MC-3500 ISOLATOR ROW PLUS DETAIL 3 W g rea re3 O E5 NTS 0 0-5 wm w9 ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAYER(DESIGNED o g o AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS BY SITE DESIGN ENGINEER) 0 I rc a 0 'a iii W y,a aarAaAaA n a yAy,tr iy,.uAaA.L.i Amsa AyA+AmyAaAy,yAyAL rAL aAaA• I z w L Ar W INSPECTION 81 MAINTENANCE w D \\\,\NNv\\\�\��\\`\\\\\\\\\\- \\\\N\\N<\\\�\\N"�\: D 'TO BOTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED 1 8' 0 -1 U z j Ui 1�)/�\��//\\\'+!1•���%�\�A\�; � �J�\-',y//\\„V/ \\j. INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 18" = y a U N Q Z PERIMETER STONE ,, a li' +n o C INCREASE COVERT024(600mm). (2.4 m) U o STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT = w fx (SEE NOTE 4) I (450 mm)MIN* MAX F IL'W A. INSPECTION PORTS(IF PRESENT) w W o 12"(300 mm)MIN W s Al. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN W s O O g A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED ® oce j /��IIIIIi11111111 B /i�I� !!��11 /��l�l'I1`�!�111 f s o A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG = r j $ �i lel111�1 �\ �iJ�/�!'n�, 11 \\111 /�/�i%n/IL�1c;y \i1 z< a EXCAVATION WALLyilI11 .111 j ;; 11)`� l l�'(I�'1 II)�� II ,,,oli1l �� Fi' A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) E`1i .1� I II,1j 45" O N W 0 A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. N o (CAN BE SLOPED OR VERTICAL) III '4"1 i�I'r' 'I" ■ I' rc 33Irc 1 . 11'nE�■�U�h ■• 'h I, 1140 mm Im (n a B. ALL ISOLATOR PLUS ROWS in LipIII-I II t/I!II��_1:11 ID I I I ! r. � 1l I 1 B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS F j F' II III II II II � 11�II ' \\\\\\ • /110 t1�' 1\\t\\\ (,(11,1010i I 1CI +/' \\\\\\ I N 5- B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE ci 'w- =11k IID1, lr1 I 11=III=11 !Ill ,,�i� II��►,�I ,i�lll 1u � ll�i'i�I i;i�lll 11I 111` li�i„� �,i�ll 1n1 L N ° i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY L _o cL _ ro 1111 IIIIIIIIIIIIIII =L ' 0 E '� ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE °' '0 E M I I III I11=11I - (O <• �•- - s 2 0 B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. y 0 Z _I1- 11 III=111 111 1-111 III-1I IE I1-111-111E I I-1I E111=III-I1 EI I 111=1I =111-1 I, L DEPTH OF STONE TO BE DETERMINED y U 12 g -(5 °S z di- „ 11111 II11111," 1 111111111111111111111111 111111111111111=11-I 1111 E111=III-I EI I 1 111II II l 111 1 �I I II I II II I II I II I1 II I1 II I II I II I II Il l Il l ll 1 BY SITE DESIGN ENGINEER 9"(230 mm)MIN e w STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS E w EI IEIII III IIIII III 0 0 0 NO 6 (150 mm)MIN -1 n i I III III III I I�11-1I 11-I I1-1I I I1-1I-I �11' S =111-III III 111 11I III I1 1I' 5 iE A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED o rj MC-3500 77"(1950 mm) 12"(300 mm)MIN o r r END CAP SUBGRADE SOILS (150 mm)MIN a B B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN a I- -" Lo (SEE NOTE 3) J'4a? C. VACUUM STRUCTURE SUMP AS REQUIRED J N 4I. ? W ro z r o W STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. z Nr 1,, o u.0 NOTES: ¢=r zr ¢=r zr T.M. RIPPEY P7 I W O z w STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.cc w O I o[I; ©CONSULTING ENGINEERS INC. 2022, ALL RIGHTS RESERVED r7 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 D d N Z z THESE DRAWINGS ARE THE PROPERTY OF 0 DESIGNATION SS. 0 o o o o o z TM RIPPEY CONSULTING ENGINEERS INC. 0 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". =c a W NOTES _.1 a W AND ARE NOT TO BE USED OR REPRODUCED W° W W IN ANY MANNER EXCEPT WITH THE PROPER 0 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION E.g 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS E.h WRITTEN PERMISSION OF T.M. RIPPEY uj FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. s` OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. i LO CONSULTING ENGINEERS INC. - 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6 6 Q I ( 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. a F' DATE: 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: z z 0 • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS. _ i DRAWN BY:RTN _I • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". ` ,_,'g \ 'U CHK'D BY: CJD 5 • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%.THE ASC IS DEFINED IN SECTION 6.2.8 OF U ASTM F2418.AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW SHEET SHEET SHEET � COLORS. 3 OF 6 4 OF 6 N) 1 0 IC3 in 03 . 3 3 (O N N 19 OF 20 Li.l J TMR PROJECT No.: L_ 22615 Attachment 1 W ww z MAIN DRIVE AND ACCESS AREA 3.5" ACCESSIBLE PARKING SIGN,SEE BLUE&GREEN LETTERS 1'-0" Q„I W PROVIDE 1/2"DEEP W/1/2"TOOLED A.C. PAVEMENT(TWO LIFTS). DETAIL 3/C3.4 FOR INSTALLATION. &SYMBOLS ON WHITE ,-, WHITE LETTERS& I--1 RADIUS SCORE AT LOCATIONS PASSENGER CAR PARKING AREAS CONCRETE TIRE STOP, BACKGROUND(STATE 1--I ♦ SYMBOLS ON BLUE z SHOWN PER ARCH. ONLY,MAY PROVIDE 2.5"THICK A.C. \ I K SEE DETAIL 4/C3.4 OF WASHINGTON) ESERVE BACKGROUND STATE OF OREGON PAVEMENT(1)LIFT.COMPACTED TO V � ( ) � TYPICAL TYPICAL CONCRETE SIDEWALK. o INISH GRADE PER 92/o PER ASTM D2041 EACH LIFT io � 1/2"TOOLED TALL PROVIDE 1/2"SEALED EXPANSION //12" 12"/--/ 6"U.O.N.ON RADIUS LANDSCAPING - - 1"HIGH LETTER,W/ / 6" / 2'-0" Z CURB rTAANDAT3OC. 2"LEVELING COURSE OF 3/4"-0" 1/2"GRADING PLAN PLANS ° STANDARD WORDING PER TYP 5'-0"LONG PRECAST 0 6' A",,, 8" 6"(MIN) AGGREGATE COMPACTED TO 95/° 1-1 ADA CODE REQUIREMENTS. TOOLED U MODIFIED PROCTOR ASTM D1557 N. RADIUSCONC 6"U.O.N.ON +- 2)#4 x 1R6"REBAR W/ FINISH PAVEMENT = - \ '::,:.....4.-:::::......: ::1'.: ( SHTO T-18 ) SEE GRADING PLAN. 1 1 1-1 1 11 I GRADING PLAN A � 0 4"WIDE 'v /LOWER SIGN TO READ: ANCHORS,CENTER IN co c qd• v / PAINTED "VAN ACCESSIBLE" 1:8 BATTER PARKING SPACE WIDTH -I I II I II I II1'I I `a ° •:•e'. - •11 �.'i:•11:.11_,•11 ..11_:11:•i _ 1 �•1`i `1 \ MAIN DRIVE AND ACCESS AREA 7"THICK. U' STRIPES SIGN /4ELEVATION o AT SPACE TO LEFT OF Q (SEE PLAN) •'B m o v ? / \ -- itt%I t(eri��4��4_ZWAYRA CIS PASSENGER CAR PARKING AREAS ONLY, INTERNATIONAL ACCESSIBLE AISLE • n `� o ////////////ice •c° :1' 1 !•�i �.�i •�i .l'1_•'1 !iii Dili !•cif!1l .:1 ' 00,4MP -00 �10 �.0 �1• �i o ACCESSIBILITY n _ I • • •t 1. 1 `, , , • •. .t �� 1� •. •. •� . ►/. • 1 111 1, 1 1 1 1 1 1 a���/��� �18 BATTER .11 ;i .11• i . i . 1 . 1 .1i . 1. • ..r.�..r.�..r.�.. .�.. .�..h. OPOST� v11 IIII. 11III = IIIIII11�11II11 WET WEATHER CONSTRUCTION) _•'�•i �hµ�,w• oon M • =• • 1 1 11=11=11=II=11- 1=11=11=11=11=11=II=11=1 = -III-III-III=III °' o )Or\ QOOO '!• ,:•:: t'•g' 'I - - AGGREGATE BASE COURSE OF -GALV 2"DOME CAPPED STL 1 'i •�'�I 1 m �Q� nQ� } ; -II-11=11=II=11=1 f .11=11=11=11=11=II=11=11 1Tf-TTT-TT� J : '►11 ,. ,. ,,•� ,.�11 ,r•( o - o •�� •�� •�1� •�� •��. .I-1111=11=11=II=11. =I .=.11=11=11=11=11=11=11=.1 1 1/2"-0"COMPACTED TO 95% POST CENTERED ON EACH wt w• w• l• •••s.••,r••1,• :••tr.• J=11=11=11=11=11=11= I \ �{I�■ �1 1 �1• �1• �1• b ci 8" 1 • 1 d 11=11=11- MODIFIED PROCTOR ASTM �- HANDICAP PARKING SPACE III }t i .-or ( _' � � •.� �.� .�� A.C. PAVEMENT. o c _ _ d 11=II=11= 6"(MIN)COMPACTED D1557 AASHTO T-180 1i..� ♦,.I ♦,.� .� �,." SEE PLAN. o - -IT=1 I- 11. .11.-11 11.=�11 11=11 11. .11-11-11? SUB-BASE GEOTEXTILE FABRIC ( ) r• ,.. ° �� • •1� � ��� ��r���it,.�� • H a w 1 11=11=11=11- 7f=11=11=11=11- �Or !�• � ?� O• 10• I -� -�1 11=11=11=11=11=11=11=11=11=110I BELOW ALL PAVEMENT O ' "�w'"� , w 0- i. III-I i' II-11-11711- . 11.••.11-11-11. 6"(MIN)COMPACTED AREAS TYPICAL COMPACT UPPER 8"OF NATIVE6 1-z .. v ° - -I I _=-III-. 111- - -III=1I I I I1= COMPACT UPPER 8"OF SUB-GRADE OR FILL SOIL W/O OVERWORKING TO Z I I a'. FINISH GRADE I I EI I II I I=III-III-I II I II I:I II I1 I 1 1I 1111II II NATIVE SOILS W/O STANDARD PROCTOR PER L . • ° ° I I \ -< • • -I I-• 1 5,�<�,CD PROFFss� OVERWORKING TO 90% ASTM D698(AASHTO T-99) \ - ♦ ° U • �� d .THICKEN CONC.SIDEWALK V 1 N < Q PER ASTM D698 UNDER UNDER ALL PAVEMENT AREAS �i 8'-0" 71# TO ENCASE POST BOTTOM TYPICAL PAVEMENT � F p ALL PAVEMENT AREAS 9-0 VAN ACCESSIBLESEE PAVEMENT SECTION DETAILS 80058PE l (6'-0"STANDARD) POST MOUNTED PRELIMINARY 1 TYPICAL FULL DEPTH CONCRETE CURB 2 TYPICAL CONCRETE WALK 3 HEAVY ASPHALTIC PAVEMENT SECTION 4 ADA PARKING STALL ADA ACCESSIBLE PARKING SIGNS 6 CONCRETE TIRE STOP 3-05-2024 C3.4 N.T.S. C3.4 N.T.S. C3.4 1".1'0" ` .• N.T.S. 0 N.T.S. 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RIPPEY ©CONSULTING ENGINEERS INC. 2022, ALL RIGHTS RESERVED ro U THESE DRAWINGS ARE THE PROPERTY OF TM RIPPEY CONSULTING 0 ANDARE NO ENGINEERS TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER 0 WRITTEN PERMISSION OF T.M. RIPPEY uj CONSULTING ENGINEERS INC. J - Q I DATE: W DRAWN BY:RTN J_ CHK'D BY: JD 5 SHEET U I dl- ro U IC3 in 03 . 4 4 N 20 OF 20 W J TMR PROJECT No.: L_ 22615