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9845 SW WALNUT PLACE REVISIONS Q` fo — .- 9I O�\ NO. 01scalp"m/DATE Loy 1 I c�3 Z LL w 01 \ _ r tl + ,/ / � ,, �" � 'I k 1(1 �- _ O '- PIZ,O PC7�•+E[D `TU P O t= _ r, �' / / � � \ � � U W Q � � Q � � C-1P.�E ciF' I,�•� � ` I � 6 t=5Ki A 001,4 ���rzg / x �1 m p; E�►a i'I:vG �. c_ D��1 r.�l, �.. �• `� �T / � , Ica � ► � � � g + �. �` ,1) 11;�;.w � ' WE' � / � �•„- . ; �r rY«:•�w. O \ O IMF'?�c7�.�MEt•1'T” � G ON 1_ I FNA -t, / � • Z:"&4, �b w IT A.L. opt E. I I i'}- - s Z: -O G.R. -� �X1�T �� "� i? - V" to az , / E: -o eo l r loe i I I 1 n � VICINITY MAP NTS �- / i / / i •'' / / / f. / l W Lo .60 .� 45.0 �� �,. �, ^ , / / ,• ` l ,fry;4 I ` �$ - 1 Cali=�6d2� �0 + e -9-., go I - T1s O T, O.D M_ X02 't� ' 1C7 ra /, trp n I I I r o t cj -r4 I 4cr-m-L F-C)F_ fp Implil 00 ''` K� ,J.�► Poo � �� 1� 9�•05' °0, IL ` / • \ o / \ LL w V21 ' ,+� H LL W CZ, 101 4, fl ,„'i �� 1 �, !Y . • J"'•'+�' � � � / \ � � ..R' IT-to ` i j/ � -111 t0 , n t.W 1. L p� Tc_ IcA r. 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Of SHEETS iVli(I YrV fh)'',' rlh • • --- . r___- - - .rrr N... t 11 'n,�-.Nlnu. •.,r.eggiM ('1�I'I'I'I'I'I'I'I';'I'I'll'I'111111'11111'.I'11I11�I111I+1111'II�{I'I'II�'I'Illi.11�IIIli�,It `II��L�I�II�IY�IIII�����I���IIIIIIIeIIIIIII1111tIIllllp 11I1IIltIIItIIIIItltltllltltitllli 2 a 7 0 9 I I NOTE: IF THIS MICROFILMED -- 4 � _-__ 5 6 �'0 12 DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT IS DUE TO THF QUALITY OF THE ORIGINAL_ DRAW rNG. CIE 62 82 a 92 SZ b2 EZ 22 12 02 61 IRI t l 91 t$I bl EI 7.,1 I I 01 6 9 L 9 SI- I' b c Z 1'r■•* ` '" - ��!IIIIIIInulnnlnulnulnnittululllunl1111III1111ullutllnttllltlllulllntlnullullllUlllllll{IIIIIIIINItIUllll�!SIIUIIIIIIIIIIIIJII I •Ilrtllll�IlI1111IIIIlIII11IIIIlIIIiIIIIIIIIIIIIIIIIIIUIIIIll11111I1U1111!IIIIIIIIIIIIIIIIIIIIlUl91t111II111�111IUUlIUIIIIIIIIIIIIIlWI1111 MARCH 30 1992 At111t10Kt --. In,SCAIt•'TIOMJOATL � Ijk P.QDv►.lC7 1 +JI x-14, _ � A L,. AcL�� izD TD F=2Jtr lc, T'o FgEmp►Jc, i ,� ► T.9 1 -- /" y i / t�_ �c�4` I j �-- �• -o c. -Mita '�t��. � / / � I � Z:-� -0 tzvC1L dell / 4L ViGlNlTy MAP _� � �..� . , � • . � , � , vs,, I,I 4i _ -� tE-.g0-6g.> ujxm �a Z8 dp r. �7 'r��iC�.l.-l.oV�l FC)� Q � .• 1 ,::::: / �a � Imo'c tr ' t =9`1.41 0 �-►o� p' /� / �'' � TES 1 '``� 4 ! � ,• . , 'a Pte. • I i IE 96.c�5� ��•c�, � / � � : • , . �, � r / a/ � ►E X15 ..► /� I ,,,\ -�.tom^ . , ,..• / _ `�U cse,-1 POO 41 do we (IMP 01,00, JIM N � ' '��4 `► / - 'I coq•& ( � I '. ' 'ra / !V L � `,4' i DESIGNED D _ oGNic_� " ` x — ____---�- x �_______---�.. ` I ` \ �� G;� rpt c:X�hlr-1 �t7 �_ �►�:=T1s1-L-�Ei ►�� DRAWN G!•-4 �RX-V j_X L_ VAT?� �-a t�/ c Tl�, = COMP. CHECKED��� _.. DATE 9 - 7111P '�CPdzX it:� �.0 c �:R ct +'IATA L !rte SHEET NQ . � 1 4.L furl t�.)�, - 6•c� � :��. ct,9�rs I I A tw. I OF SME£"a TEEEV04F r05T NW I.]f•. IAli � •` I i i 1 ,I i I `' 11 , ' I � 1 II I ) i I h I .I I I :+�-w �... _� ,w•r:� �� ., _ -•= : �� ,, ,. •_ 1 "I'II 1�'II III t I IIi t II'I t SII I I III II I III r I III I S III t III t t IIl�ili�ilti. 1111111 1111111 1111111 1111111 III IIIItIt tic II1 III tlt tlt III III III tit Tlt�tlt III�III , ,i0 12 I I I I I 2 3 4 5 6 7 8 9 li NOTE: IF THIS MICROFILMED ( - --•-- __ _ �__a _-__ _,.,�' DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO TI-f QUALITY OF THE ORIGINAL DRAWING. - ----------------- ----t - of 62 92 L 92 SZ oz CZ 22 IZ oz 61 BI LI 91 5I bt EI i'I II 01 -6 @ L 9 S b C 2 I ,- �- ��lllnnlntlltnlluulnnitutltlnllu►IIIII�IIIIIIIII�Illlllutltttlluttltntlttnlllllltlllllllllll�IIIIIIIIIIIIII►IIIIIIIIIIIIIIII�IIIIIIIIIIIIII�I '.IIInItFtIIiIIIIIIIIIIIUIIIIlII111IIIIlIIIIIIIIII�I�JIIIIll�Il1IIIInIlutlnlllulllllu� IIIllWl1111IUIIliIII�IIIIIII1111IIIIIIIIllI11N M MARCH " 0 19 92 FILE NO. WALNUT PL. - 9845 STR. OPN. PEMr i Aug;:ct 1.2, 198U Willand Nelson 13900 SW 102nd Avenue Tigard, OR 97223 Re: rigard united Methodist Church ')ear Mr. Nelson: This is to acknol•ledge that the public improvement work (permit #120-30) is satisfactorily u.:)mpleted. The one year maintenance guarantee bond is now in force to assure freedom of the work from defects. Yo?srs very truly, John S. flagman Supt. Engineering Division JSII sp j r a n M1 j ---17tl0 S.W 1MM 1.0/OR L/9 rnw.Doom 9ml ni _-- 7� ft reo"at e,,44 (c 9845 S. W. Walnut Place Tigard, Oregon 97223 (503) 639-3181 RECEIVFr) JUL 2 +s 1J8U GUY of T16A W July 28, 1980 Mr. John S. Hayman Superintendent- F,ng_ineering Division City of Ti qa rd Dear Mr. Hagman: In accordance with our approved permit application No. 123 the half street improvement on S.W. Frewing Street has been completed. We request that a final inspection be conducted so that we can complete our obligations to the city and the contractor. Thank you. Sincerely yours, Willard E. Nelson Chairman Board of Trustees WEN/11 Serving at the center of the community since 1911 APPLICATION -- STREET IMPRr -:MENT/EXCAVATION COPY TO: ❑ (WHITE) -FILE ORDIN -,,.CE NO. 74-14 ❑ (BLUE) -INSP. (INSTRUCTIONS ON SEPARATE SHEET) ❑ (YELLOW) OTHER AGENCY ❑ (PINKI - APPLICANT APPROVED APPLICATION NO.: NOT APPROVED CI I Y OF I IGARD, OREGON FEE AMT.. f d PENDING FEE. PMT ❑ CITV V tIALL RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WOR KS DEPARTMENT BY PENDING AGENCY -OK" ❑ Application and Progress Record w CE PENDING INFORMATION ElFOR STREET IMPROVEMENT/EXCAVATION MAI ASERCaIU REDOND ANNUAL ❑ PENDING VARIANCE ❑ EXPIRATION DATE: - PERMIT NO.: � _ DATE ISSUED: _=_L .__ '---_ .�By.: (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _125LF_ 1,C" CCP - 1IOLF 1/2 Street - - AS DFSCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Ti uar_d_Uni ted Me_tno .i st Church 9845 SW Walnut Place Ti 9-ard OR -_ ..NAME AODRE�S-- C'Ty_, CONTRA;-TOR. Columbia Exc. 10002 SW Merman R_o_ad _ Tualatin 638-7594 NAME C'TY PHONE I LANS SY �_neeril Inc. 3800 SW ADDRESS Hi I is Blvd. #_2_7_6 Beavc ton 643-5475 Ginther En i NAME ADDRESS _ C1--TV _ PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 5,501 .00 ___ -.-_.- .. ---- '- ---- ----a---.- DOLLARS. (2) EXCAVATION DATA: POR OFFICE USE: oMIN. 0.02 x f .5 t C> 1'�.._= f STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT I U T MATERIAL INSTALLED ITEM DATE _ TYPE LENGTH WIDTH DEPTH ITEM 4 QUANTITY REMARKS/TYPE BY Walnut Rock 120LF 30" 37 p STREET Frewing ilative 110LF 8'- 18 INS — — — — Lur R TION Q ESTIMATED STREET OPENING DATE: / 1 / 80 E - �- 8 ESTIMATED STREET CLOSING DATE: 5 / 2 / 80 T - E (3) SECURITY NO. ts3r-1• 1SECU I T.: STREET Y I Z— CLOSE���) SURETY CO.: _ •► �'ti FINAL /ter �•- ERTIFIEDCHECK (7 CASH O BONn - INSPEC. ^fir (4I PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL + SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. ,RN - ' .. .. .. 1 '�f"�FrJi 1 v to 1 i 1 I I I I 1 I I (5� NOTE THE CITY OF TIGARD DOES NOT HEREBY, GRANT PERMISSION TO APPLICANYS TO CONDUCT WORK WHERE RIGHT OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT TFIE REQUIRED SECURITIES, TO COMPI.Y WITH ALL PERTINENT LAWS AND CONSTRUCT:ON SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THF. CI1'Y AND EMPLOYEES AGAINST ANY IN IUR� OR DAMAGE WHICH MAY RESULT FROM APPLICrANTS ANIONS J ! 10c .Ii :1cu11 J_ APPLICANTS SIGNATURC. ""' /' a DATE.r.\ '�'` / 1_ L wx� CITY OF TIGARD—12420 S.Xl—.,iAIN—TIGARD,OREGON 97223 RECEIPT DATE. AMOUNT: s ----L)QLLARS NAME: itIIi CASH, ADDRESS:—LlrlLl—(l— j CHECK.,— 0 OF FOR: ACCT. # PERMITS SURCHARGE AMOUNT br.-WER BILLINGS 40-364 Ot BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 klfCHANICAI- PERMIT 05332 BU;LDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV CHARGE #2 30-368 ZCNING ADJUSTMENTS 05-362 TOTALS Rl(,--EIVED BY PERMIT NUMBERS ASSIGNED: Numbef-- -Amount- Numbw Amount Numbw Amount Su S— S RECEIPT Cl C�)142\. OREGON AUTOMOBILE INSURANCE COMPANY HOME OFFICE - PORTLAND,OREGON 97207 Bond No. SB 35883 Premium: $55.00/Annum KNCW FdLL MEN BY THESE PRESENTS: That we, TIGARD UNITED METHODIST CHURCH _, as Principal , and the OREGON AUTOMOBILE TNCURF.NCE C !i N , a corporation of the State of Oregon, lawfully doing the business of Surety in the State of Oregon, as Surety, are held and firmly bound unto CITY OF TIGARD, OREGON, as Obligee, in the sum of--------------------------- FIVE THOUSAND FIVE HUNDRED ONE AND NO/100------------------ ($_5,501 .00-------- ) for ch sum well—and tru y to be paid, we bind ourselves , our heirs—, ex—ecu—tors , administrators , successors and assigns , firmly by these presents. IN WITNESS WHEREOF, w? have hereunto sPt our hands and seals this 8th day of May 1980 _ —THE CONDITIONS OF THIS OBLIGATION ARE SUCH , That WHEREAS, the above bounden Principal is desirous of obtaining a permit in accordance with Ordinance No. 74-14 & 76-11 of the City of Tigard, Oregon for construction in a public right-of-way, to wit; -- PAVING - Walnut Place - Frewing - 125LF 10" CCP - 1101F as per City of Tigard Public Wor Dept. , anc77ro press Record-Street Improvement/Excavation ning the 8th ay o �M _ _� _ _ 1980 oor the per od begin NOW, THEREFORE: , if the said Principal shall , during the continuance of the term for which said permit shall be granted, faithfully observe and honestly comply with the provisions of said permit and restore said right-of-way to good )r better condition as existed prior to said construction, then this obligation shall be void and of no effect, bL-t otherwise to remain in full force and effect. THE AGGREGATE LIABILITY OF THE SURETY HEREUNDER shall in no event exceed the pentaly of the bond as stated above. The surety may cancel this bond by giving 10 days written notice to the Obligee, the Sure,y, however, will remain liable for any default occurring during the period up to the expiration of said 10 days notice, TIGA D_UNJINED METHODIST CHURCH L I Princip-il OREGON AUTOMOBILE INSURANCE COMPANY Jo4H Partee, Attorney Tn fact+ OREGON OFFICE: 3900 S.W. CEDAR HILLS 006 9prr1LF `TL�n K A TTUn n BEAVERTON, OREGON 97006 L�aLS LJ lJ IBJ ln.�UV iJ, G°�1L- 15031 6435475 GINTHER, INC. DATE I-NISINEERS! PLANNERS/SURVEYORS ATTENTION M � _ GENTLEMEN. WE ARE SENDING YOU I I Attached I Under separate cover via A _the following items: L Shop drawings F! Prints ❑ Plans Samples ❑ Specifications L. Copy of letter (-I Change order C1 COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: For approval -1 Approved as submitted I I Resubmit copies for approval For your use - Approved as noted I I Submit copies for distribution As requested Returned for corrections i I Return corrected prints -:1 For review and comment FOR BIDS DUE 19 , ( I PRINTS RETURNED AFTER LOAN TO US REMARKS-- COPY SIGNED: GINTHER, INC. SUITE 276 ENGINEERS/PLANNEr..,/SURVEYORS 3800 S.W.CEDAR HILLS BOULEVARD BEAVERTON,OREGON 97005 ,f Cost �Estimate (503)643.5475 BYDate `r`�O _ Subject ACAXV152�� Sheet No. of. Chkd by Date Job No. !Z-I N DESCRIPTION Quan, Unit TOTAL UNIT TOTAL OST — via-' i TOTAL (This Sheet) Terni Nu.4 t , { 51'-err' R_'PORi/TIGARD PI-MINING DEPAPTt•Sr`NT 'ITE CESICN REVIEW Nove,-•bt-r 5, 1979 Pay? 2 4. Construction plans on all public right-of-ways shall 'oe submitted and approved by the Public Works Director prior to commencement of work. S. Driveway to Frewi.ng Serest to be repaired. Half-street improvement to local street standards to be completed along frontage of property abutting Frewing Street. Fr_z;ared and approved by NOTE: This acknow•ledgem-nt must be signed and roturned to thr Citv of Tigard, Planning Department. FaJ.lure to return this acknowledgement will result in no further action on this oroiect with regards to issuance of building permits or engineering approval. � l � ��.--- C� � � �-► �- _._. _� mak•' rti�.. /��.��__ Signature , DateA (C:cry '�2LcJ�C�c.i- /L 01 Z`L/ r STAFF REPORT/TIGARD PLANNING DEPARTMENT SITE DESIGN REVIEW November 5, 1979 CITY HALL, 12420 SW Main Street DOCKET: SITE. DESIGN REVIEW 57-79 (Tigard United Methodist Church Parking Lot) APPLICANT: TIGARD METHODIS'P CHURCH OWNER: SAME 9845 SW Walnut Tigard, Oregon 97223 SITE LOCATION: 9845 SW Walnut, Tigard, Oregon (Wash. Co. Tax Map 2SI 2BD, Tax Lot 1600.) SITE; DESIGNATION: A-2. Conditional Use allowed ender R--7/R-15 Zone for Church. PARKING REQUIREMENTS: Church: One (1) space per six (6) fixed seats or twelve (121 feet of bench length and/or every one hundred (100) square feet from floor area. SITE PLAN AND DESIGN REVIEW: The applicant is proposing to construct a parking lot for the Church. Code requirements necessitate a total of one hundred fifty three (153) spaces rased on the square foot formula. However, based upon the fixed seats or bench formula, approximately eighty six (86) spaces,parking spaces are required. Spaces provided equal one hundred nineteen (119) . Landscaping needs co be addressed on the north property line. It is understood that Mr. Willard Nelson will attend to this detail. STAFF RECOMMENDATIONS: Staff recommends _approval of the Site Plan and Design Review subject to the following conditions: 1. A revised parking lot plan be submitted showing actual measurements of bays and length between bays at twenty four (24) feet. 2. Actual computations be supplied for number of spaces required. Their computations to be verified by Ginther Engineering. 3. No changes will be made to approved plans or specifications unless formal application is made to the appropriate City department and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings . i 417-15, ZI-2— SRR it tyAA'1 Tc S. 1, A: v.is.9c�fs TMC O F �ONCn'N�i.'�T/�'•� /L� O if/1�n/ ��oOF Ta �sr/TrPif 2�'• M/� �3oC'�uffff flcn✓ ?lP3J G = 0. 70 __�ow C�3-L Tv Gni•�'✓�o_u.i TME o.,r l�vc�.vTit��'io,✓ /I•S�SSC /,�6��v�1 2/z.S � Z•3o '�/� d. 5 Z .�1��fs Q: <�/►= o. 7n�2.3o) �A.St� - d- 85� CFS Z - 79 Ifs/�.�/ �'4r�o �fivil/Qfli/��t�i s> �i/i+�•/ C/;vWCy A//4Z ttC f,sT/M/7 Tf/> ,91 �yc Fo�Lowi riG Jzvv�>ia T• - S/rL .to, Py OF 7/�/�/r'Q (�fE V/CIN/7y /17i�'p�. THE Pig✓1�C'/.c/G U' / p/1 F sf/v fL ✓ �9 v E� f /i"'J�'i?o vfiyl P'�t ?S ALL /.vvD L Vim: 7we ✓.v sp A IV Sir ?3ASPU C)/v ,7 5 yjZ /T.f"Tuil.t �7n�T,.>S r�iPGM /�A/.tifALL 7.1 b/�f12 L 0. 70 - 0 .-q 2 .4el?, Tnvt' Ot eavC "rl)"Fi�/J • /h/,0 Al i,v .Sr E ✓9�VfJ Col, 17 mi F !FALL INIIIJSITY C]UUU ' 1-UA E:M7 N INGM I C)LMy (In) TMIE OFr, RUNOFF IN SECUND r--- -- DURATION(Min) WIENSITY (fir) 0.20 i 0.T 0.50 PER ACF4✓ 0.60 0-5 3.40 O.r,B 1. 1.70 2.04 6 3.08 0.62 0. 1.54 8 1.85 2.77 0.55 0.133 1.39 1.66 10 2.55 0.51 0.7I 1.28 1.53 12 2.34 0.47 0.71.1714 1.40 2.10 0.44 0.61.10 1.32 16 2.05 0.41 0.62 0.82 1.03 18 1.23 1.90 0.38 0.57 0,76 0.95 1.14 20 1.78 0.36 0.53 0.71 o.a9 1.07 22 1.68 0.34 0.50 0.67 0.84 1.0]. 24 1.60 0.32 0.4b 0.64 0.80 0.96 26 1.52 0.30 0.46 0.61 0.76 0.91 2C 1.45 0.29 0.113 0.513 0. 73 0.87 30 1.40 0.28 0.42 0.56 0.70 0.84 35 1.25 0.23 0.37 0.50 0• J3 0.75 40 Lis 0.23 0.35 0.46 0.58 0.69 45 1.08 0.22 0.32 0.43 0.54 0.65 50 1.00 0.20 0.30 0.40 0.50 0.60 60 0.90 0.18 0.27 0.36 0.45 0.,,4 70 0.82 0.16 0.25 0.33 0.41 0,99 80 0.77 0.15 0.23 0.31 0.39 0.46 90 0.71 0.14 0.21 0.28 0.36 0.43 100 0.67 0.13 0.20 0.27 0.34 0.40 120 0.60 0.12 0.18 0.24 0.30 0.36 NOTE: slues in Able are btained by lultiplying ntensitv imPF3 runo f copffletpi t. FIGURE I 1 � I Faye 8 Page 8 omitted Table 1 RUNOFF COEFFICIENTS Description of Area Runoff Coefficients Business Downtown 0 70 to 0.95 Neigt-bomood 0.50 to 0.70 Residential Single Family 0 30 to 0.50 Muih-units, detached 0.40 to 0.60 Mu?ti-unils, attached 0.60 to 0.75 Residential (suburoan) 025 to 0.40 Apartment 0.50 !o 070 Industrial Light 0,50 to 0.80 Heavy 0 60 to 0 90 Partes, cemeteries 0.10 to 0.25 Railroad yard 0.20 to 0 35 Unimproved 0.10 to 030 Character of Surface Runoff Coefficients Pavement Asphalt or Concrete n 7n inn or Brick 0.70 to 0.85 Roots 0.70 to 0.95 Lawns, sandy soil Flat, 2 percent n r+F t. J.10 Average. 2 to 7 percent 0,10 to 0.15 Steep, 7 percent or more 0.15 to 0.20 Lawns, heavy soil Flat, 2 percent 0.13 to 0.17 Average, 2 to 7 pe!cent 0.18 to 0.22 Steep, 7 percent or more 0.25 to 0.35 The coefficients in these two tabulations are only applic- The runoff coefficients indicated f6r different soil condi- able for storms of five to ten vear return frequencies, and tions reflect runoff behavior shortly after initiP' construc- we,e originally developed wr.9n many streets were un- tion.With the passage of time,the runctf behaviorcf sandy curbed and drainage was conveyed in rn_d;ide swales. soil areas will tend to opproaCn that of heavy soil areas ;f For recurrence nterva:. longer than ten years, the indi- ;he designer s interest is:ong-term,the reduced response cated runoff coefficients should be increased assuming ndicated for sandy soil areas should be disregarded. that nearly all of the rainfail in excess of that expected Source Design and Construction of Sanitary and Storm from the ten year recurrence interval rainfall will become Sewers, ASCI: Manual of Practice No. 37. 1970. runoff and should be accommodated 5y an increased runoff coefficient Notes revised by 0 Earl ,;ones, Jr. 30 v / LLJ LJ o n LL 600 D z ! _? - t 80 ' c 11 z U � W (n Q 400 60 tL LLJ / f GyG > ,�/ j G a O 2 �- Z2GC - --��- z a _ _ J _ _ 40 w Ii0 t,� QQQ : 0 _ 20 Figure 2 Relation cf overland time of travel to overlana travel distance, average overland slope, and coefficient C —for usA3 in Rational Method. Source. Wrrght-McLaughlin Eng-neem A,rport Drainage." reaeral Aviation Adm n stratfon 'Nashmg!on. DC 1965 9 Iw Z5l R EXISTING 17 •—5'-0" 3'-G"--•f I RfW I R W 0,- 6„ BLEND A/C TO MATCH C I j EXIST. PVMT p f/L 2 . ! Ex.ST P'ih1T. ��< �_ 3 2" CLASS"B" A/C PVMT 2" 3/4--0" CRUSHED ROCK 8" Z"-0" GUSHED ROCK STANDARD CURB AND SIDEWALX REO. SCALE NONE CITY OF T i GA RD DRW. BY R LT DATE 6-7-76 STANDARDS APRVD. BY ,;, Tr P HAL_!= TREET lMPR0` /Eldf7NT 7- R EV 1; -S_71 ae-ncv, " DRAWING NO. 7v- /': W 2?5 PROPERTY LINE PRE-MOULDED EX'yvSION JOINT FILLE EXP APR 0 K SLOPE any so E 8 p JkOQE • B 1 5 A FACE OF CURB A APRON SLOPE �7` = 0,0729 — �-rad _ ":.� b i r.` p;.�: \ L 2 ;� oda , a SECTION A-A I DIMENSIONS(ft)"X" 26 28 1 30 NOTE : CONCRETE SHALL HAVE A [DATE !10-15-73 E CITY OF TIGARD DRW. 9Y: R LT. MIN. BREAKING STRENGTH OF 3000PS_I. AFTER 28 DAYS. STANDARDS A'RVD BY .�1OMMERCIAL DRIVEWAY DRAWINO N0. 7a WIN! Acv. 71-A - SIJ EASEMENT AREAS i TRAVELED RIGHTS OF WAY TRENCH NICITH MAXIMUM PERMISSIBLE ` AT NATIVE ~ _ 6" ABOVE TCP OF PI PE MATERIALS 2"-0'' CRUSHED POCK, CLE�N, DENSE, HARD AND COMPACTEb. PIPE SIZE TRENCH WIDTH 6 < 2 0, 8 � 2 0 ' f \1 3/4 "— 1/4 „ !2" I 2' 6" I I SELECT GRANULAa MATERAL i I IN PIPE ZONE- 95% COMPACTION 14 " 2 8" E 15 2 10" . :.. f 16 3' 0., 18,. 3 4, PIPE i V ZONE ` 20 3 6" I 21 " 3' 6" I e: D/2 V�. 24 3 10 73 4' MIN. Or D/4 27 4 2" I i 30 4' 6" 1 33" 4 --� 36 S' 0„ SCALE: NONE CITY OF TIGARD IDRAWN Br : DATE =-I2_ - 4STANDARDS APRVO Of 42 S' 6" 48° 6' 0" STANDARD TRENCH J R E; DaaO. a �T'✓fir" / �� �o—�`f