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HomeMy WebLinkAboutPlans (2)I . I /t ?I'y s(cl 'SOUTH RIVER TERRACE" \ LOT 13 &it ( , LA HUB AND TACK CERTIFICATION J NE 1/4 SEC. 7, T 2 S, R 1 W, W.M. 0/5/ 2G Z ?,Gb ?7O CITY W OF TIGARD, WASHGTON COUNTY, OREGON J SURVEYED OCTOBER 6, 2023 PREPARED FOR: TAYLOR MORRISON NORTHWEST, LLC. 703 BROADWAY ST., SUITE 710 VANCOUVER, WA. 98660 SW BEEMER LANE 6.00' PUBLIC N UTILITY S89'54'0O"E EASMENT a L=22.14' 40.71' co ...**r: ,: I F 0 o . __ —�\y V -p N \ r N N .:1M V- (N) N 0 Z LI 11 w , O = CO O_ ti cV -- --4.50' rn LOT 3 LOT LOT `O w 13 0 12 11 cp .i 3In in : 1n N 9 O� N a)C)a) � if h,- O M I / I O 1 L o REGISTERED S89'54'00"E 53.75' PROFESSIONAL i TRACT H i LAND SURVEYOR N a �" !/. :16.00' PUBLIC i 1 UTILITY < OREGON I EASMENT a JULY 9, 2002 m L, TRAVIS C. JANSEN j 1 57751 cn RENEWS: 6/30/2025 1 I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE o SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 0 15 30 a I HAVE ACCURATELY SURVEYED AND STAKED THE m FOUNDATION ENVELOPE FOR LOT 13 OF "SOUTH RIVER 1 INCH = 30 FEET o TERRACE". DRAWN BY: TRK DATE: 11/9/23 o' PACIFIC COMMUNITY DESIGN, a REVIEWED BY: T2 DATE: 11/9/23 z PLANNING - ENGINEERING - SURVEYING PROJECT NO.: 395-103 (503) 941-9484 /r "SOUTH RIVER TERRACE" LOT 12 HUB AND TACK CERTIFICATION NE 1/4 SEC. 7, T 2 S, R 1 W, W.M CITY OF TIGARD, WASHINGTON COUNTY, OREGON SURVEYED OCTOBER 6, 2023 PREPARED FOR: TAYLOR MORRISON NORTHWEST, LLC, 703 BROADWAY ST., SUITE 710 VANCOUVER, WA. 98660 SW BEEMER LANE c� 6.00' PUBLIC u` o co o UTILITY m itiin < EASMENT \ 1 S89'54'00"E t 50.001 N (/:- O. z k- T 1- 7 CM y O O n N - I. _o O_ 5.50'-.- - - -4.50' C' LOT w LOT w LOT 0 13 0 12 0 11 u o 0 Z Z a> i 2 m w 0 - n ^ N 0 tel 1 r REGISTERED PROFESSIONAL SS9°j4t00"E 50.00' LAND SURVEYOR TRACT H m 0 w Q L -- i d OREGON a JULY 9, 2002 a TRAVIS C. JANSEN m 57751 N i RENEWS: 6/30/2025 °' I, TRAVIS C. JANSEN, A REGISTERED PROFESSIONAL LAND SCALE o SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT 30 _ 0 1 5 30 a I HAVE ACCURATELY SURVEYED AND STAKED THE i FOUNDATION ENVELOPE FOR LOT 12 OF "SOUTH RIVER 1 INCH = 30 FEET 9 TERRACE". o r/ DRAWN BY: TRK DATE. 11/9/23 PACIFIC COMMUNITY DESIGN REVIEWED BY: T2 DATE: 11/9/23 PLANNING - ENGINEERING - SURVEYING Z PROJECT NO.: 395-103 (503) 941-9484 • /699 5w Eeeinei' /el msitzaz3 - ©asgo _CT ENGINEERING N C ISO Nickerson St. lj0 f 3 Suite 302 Seattle.WA 98109 (206)285-4512(V) (206)2R5-0615(F) usel omon lii;ctengineering.com BULLETIN Date: August 10, 2022 Number: CT-05 Project#: 21078 Project Name: South River Terrace Attached: CT-05.1 Subject: SOG Dowels to Cantilever Retaining Wall Drawings Affected: Description/Action: This bulletin provides response to RFI's, design clarifications and/or variation requests for the 'South River Terrace' project located in Tigard, Oregon. Per our discussion with Taylor Morrison, it's our understanding that we will need to provide a rebar dowel connection for the slab-on-grade to the existing cantilever retaining wall in place of the#3 bars @ 24"o.c. shown at the top of the retaining wall per Bulletin CT-02 (06/20/2022). See attached page CT-05.1 for the dowel connection. Note that this slab-on-grade dowel connection may also apply to adjacent foundation walls. GIN4",4•14, ON ,\ "c' .F12Ro�� � 08/10/2022 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: August 10, 2022 Distribution: Contact Information: Dennis Gaudreault Taylor Morrison Frank Sandoval Taylor Morrison Sam Scott Taylor Morrison Amy Russell Taylor Morrison • Elizabeth Erlandson Milbrandt Architects N:121078 South River Terrace\Bulletins121078_2022.08.10_CT05_SOG Dowels to CantileverRetaining Wali doc Structural Engineers • I CT ENGINEERING SOUTH RIVER TERRACE 08/10/2022 TAYLOR MORRISON CT-05.1 ;, .,;,, ,w NOty: THE Dowt'L (tont(TIUN ,Mown MAY Nwo RPPL' To RQ Eenr Four,okron WALLS SoG Pm. EuiT RETatrun6 WALL • Pu,11 } • (SET CT-o1 But.Wttu tob(luJ7A11) FvR kEtnF.) �, . Gam. c 443 Douai • re'e.C.. a ry t 0 aau q EPoKY U411%G 6 'ftrnkou SIttimtG -Tie c6' G SEC-36' RnfHotun6 C kiiestvt .Simrn OIL — RPPI10YeD E U L . qqq 8 7 1. MtN rmPen Darn{ • 3"r Htu LmGrN 0P `3 Dowe-s ' 1'-0') DeR IL Structural Engineers CT ENGINEERING 10542623 _ 0a39° ---- - - - ISO Nickerson St. NC CBI 39 Suite 302 Seattle.WA 95 109 (20(i)255-45 1 2(Al 1206)255-061S(r) asol ornonr ctengineering.com BULLETIN Date: June 20, 2022 Number: CT-02 Project 4: 21078 • Project Name: South River Terrace Attached: CT-02.1 Subject: Cantilever Retaining Wall Drawings Affected: Description/Action: This bulletin provides response to RFI's, design clarifications and/or variation requests for the 'South River Terrace' project located in Tigard, Oregon. See attached page CT-02.1 for cantilever retaining wall detail and schedule. Per our discussion with Taylor Morrison, it's our understanding that for several lots, cantilever retaining walls will be required as shown. pR , C�9.IN \ tiCON qF 12, (SLL. 06/20/2022 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: June 20. 2022 Distribution: Contact Information: Dennis Gaudreault Taylor Morrison Frank Sandoval Taylor Morrison Sam Scott Taylor Morrison Amy Russell Taylor Morrison Elizabeth Erlandson Milbrandt Architects • II _ N.121078 South River Terrace\Bulletins\21078_2022.06.20_CTO2_Cantilever Retaining Wall.doc Structural Engineers CT-02 BULLETIN CT-02.1 CONC.S.0 C---.\\ / /3 AT 24.0.C. t• . 1" 11- ..,11041,041 Tc 111 A �I I III.:�.. • • (2)/5 AT T.0.W. FREE-DRAINING / BACNFILL •• RE: CEOTECH •�YERT.BARS PER r CLR/ NNNs_SCHEDULE(LAP WTH •= DOWELS) N AT 10'O.C.NOR. a 4 } CANTILEVER RETAINING WALL SCHLDLI• WALL WONT HEEL TOE BASE DEPTH DOWELS VLN flans '01Ct J_SS Z" 0 ID 2-0" D'-4' 0-1" I-4' 6' N O 01" I4 0 Ir e" rT 000 DOW0.BARS TO MATCH __-- BARS 2'I'TO W-0' 0-6' 0-6' 1-8' 10' p 0 IB' N 0 IP° 8 4-I'T06'-0" i 10' 0-6' P-0 ID' I401Y I40 It 0 z • FOOTING BARS TO MATCH — RETAINING WALL FOOTING • YERT.BARS 6'-r TO B_03.-t 1 0'-6' a 0 IY I5 010' /5 0 TO 8' �>�� PER SCHEDULE - sg f suit a-i to 10-0' -r' 0'-6' s'9 IZ• Is o e' Is o 6 e' = ��.L Iy'� Ii0�0A' , ..rSz:r.r-�n.n -. =�� I:"IyI:10J: 10'-I'I01s'-0 s'-10 0-6' Y-0 l4 p 0 0' I5 0 s' 6' `A- 411:Wililiii FOUNDATION DRAIN �.���+ :��T BY OTHERS \° A. c. -III °11 ° JII I IIII ' M\ \ I I -1TI; /5 0 12'LONGITUDINAL HEEL 8' TOE BASE -/ / CANTILEVER RETAINING WAIL