Loading...
12-104109 ,' SIII . i Sign City of Federal Way Permit #: 12-104109-00-SG Community&Econ.on.Dev.Services 33325 8th Ave S Federal Way,WA 98003 r Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253) 835-3050 Project Name: DREW BEATY DDS Project Address: 31003 PACIFIC HWY S Parcel Number: 082104 9245 Project Description: Install internally-illuminated monument sign,attaching to existing J-box. Owner Applicant Contractor D AND K PROPERTIES LLC BERRY NEON COMPANY INC(SIGN) BERRY NEON COMPANY INC(SIGN) 31003 PACIFIC HWY S 7400 HARDESON RD BERRYNC077CM(7/14/13) FEDERAL WAY 98003 EVERETT WA 98046 7400 HARDESON RD EVERETT WA 98046 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) Width(Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A n/a Monument Yes 2 3.00 5.50 4.13 7.33 1.75 45.00 Additional Permit Information Comprehensive Plan Designation Community Zoning Designation BC Business CONDITIONS: A separate electrical permit is required if a new circuit is run to power the monument sign. PERMIT EXPIRES Wednesday, July 3, 2013 Permit Issued on Friday, January 4, 2013 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy -•• t e use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or age . s Date: //t/A < 7) .3 (3 4. THIS CARD IS TO MAIN ON-SITE CITY A. • Construction I ection Record 1 Federal Way INSPECTION REQUE TS: (253)835-3050 PERMIT#: 12-104109-00-SG Address: 31003 PACIFIC HWY S Project: D AND K PROPERTIES LLC FEDERAL WAY, WA 98003 Scheduled inspections maybe failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 Footings/Setback(4110) ❑ Final-Electrical(4055) ❑ Final-Sign (4085) Approved to place concrete Approved Approved By� / Date 7 1 ,5" 3 , 'By Date, -�� •.��/j B 2 Date ��' J ' El Attachment(4010) , Approved By Date 0 Rough Electrical1:1 Final Electrical Right of Way Approved Approved Approved By Date By Date By Date RECEIVE[ ._— t so 109' 0J r CITY OF AW2012 SEP 07 SIGN PERMIT 2� � � Federal CITY F FEDERAL wa�PPLICATI ON 7 CDS � • PROPERTY INFORMATION SITE ADDRESS 7 /�1 �/ 0 e�q �4 1 -•' SUITE/UNIT# ASSESSOR'S TAX/PARCEL# O ZONING DESIGNATION • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): 'NEW 0 ALTERATION ❑ REFACE ❑ EXEMPT „A ELECTRICAL(To attach to existing J-box-include on this permit) o ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: i' TOTAL ESTIMATED PROJECT COST: $ 144 C ` ' 'lO — Ct DETAILED PROJECT DESCRIPTION: �mayJ I1�C.0 OW/ - i✓l BUSINESS NAME ON SIGN: i•-`' rt-LA- )I C /// b (; S • PEOPLE INFORMATION SIGN OWNER: NAME: PRIMARY PHONE C-LtiO 1Z5e ejLA t - (ZS. )e3 1 -Z pjt/ MAILING ADDRESS(STREET ADDRESS,CITY,STATE,ZIP): FAX NUMBER 3101) '- Pace Z. `F cL_' 00 , cw ( ) 4/t7:1‘. FmmYB-USINESBLNSUMBERi/64 3 �/ A - E-MAIL ADDRESS 11"`" CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE —r AYN Ss1 -Tfrj9A-rate) S g Id (L/ )77 4 - Mi— vDS & : on lesc ► — EUe",' - X43`f ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE: FAX NUMBER 2D- o0.- to D,-00 L 1%J3i�IL (4I2s l - 17J P R CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION ATE: E-MAIL ADDRESS 1-2 -/ itl vim- . )C-Al '7/I Lit l APPLICANTOMPANY NAMEAP LICANT NAME PRIMARY PHONE V N�lon �,� � (LZf -774,0- MAILING ADDRESS CITY.STATE,ZIP FAX NUMBER 14po kn ed etiv- t- -9i5-16 > (ilrc) 17`4 e7.z4 RELATIONSHIP TO PROJECT E-MAIL ADDRESS Q Contractor 0 Tenant 0 Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT T/y. (.ejt.., S `eS Ltfl - a ,3S NE -SITS. ,,,,i. Imo.. S►c k At '-c `v`-/ ■ SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further,that I am authorized� by the owner of the above premises to perform the work for which the permit application is made SIGNAT l Y DATE: 1 /21/ 11✓- - COMMUNITY DEVELOPMENT SERVICES•33325 8Th AVENUE SOUTH•FEDERAL WAY,WA 98003-6325•253-835-2607•FAX:253-835-2609 • • ■ TYPE OF SIGN(S) (Indicate number of each) L PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x HEIGHT x#OF FACES NO/INT/ EXT YES/ NO (FT) MOVILLOVitk C‘1 ,1•3 IA d he x x = x = STREET FRONTAGE(LINEAR FEET): /' 2 BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A x x = x x = x x = D x x = LARGEST EX SED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: - AREA PROPOSED: LARGEST B�JLDG FIN ACADE: STREET FRONTAGE: BER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application f ' • FILE Structural Technology Consultants Woman Owned Certified Small Business Providing Practical Engineering Solutions Structural Calculations for Drew Beaty DDS 31003 Pacific Hwy S, Federal Way, WA STC Project No. 1384-58.1 December 11, 2012 DSF,o n p �,0, wAs,77.0 0 • / 1 2 " 1 0 4 1 0 9 46286 RESUBMITTED 9or 9FGISTEP`� 12/ 'SS/ONAL E 'g/ DEC 17 2012 CITY OF FEDERAL WAY CDS 7827 Convoy Court, Suite 406 San Diego,California 92111 (858) 278-2400 (800) 681-8106 FAX (858) 278-2424 signengineer@stcsd.com www.signengineer.com , , • • F OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THESE DRAWINGS AND Ln i $10 STRUCTURAL TECHNOLOGY CONSULTANTS 9m Z { 7827 CONVOY COURT,SUITE 406,SAN DIEGO,CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 17-11 s PROJECT: DREW BEATY DDS,31003 PACIFIC HWY 5,FEDERAL WAY,WA SHEET: I OF 2 z0 '( a PROJ.NO.: 1384-58.1 DESIGNER: DG DATE: 09-04-12 in o CLIENT: BERRY SIGN SYSTEMS SIGN TYPE: MONUMENT SIGN QUANTITY: 1 D 6 r r z 0 0 N DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions W z units; pounds, feet u.n.o. c z Wind Design (wind design governs) o 3 v225 Basic Wind Speed: 90 ASCE 7-05,Fig.6.1 W o Exposure C D< W 1- Design Wind Pressures (psf) z F Heights; 15 21.65 0 a z z Area Force Arm Moment z -< a 8.8 189 0.9 166 0 J m 30.7 664 4.5 3016 v m z o 39.4 854 3182 70 o Footing Design o zo IBC Table 1806.2 &Sec. 1806.3.4 W Footing Type: square in 5 S=Soil Pressure(100x2): 200 b= 3.54 0 A T S1 =S x d/3 S1= 274 p A A=2.34P/Sixb A= 2.06 D ceo LL d =0.5A{1+[1+(4.36h/A)]1")}= d = 4.11 0 El z Formula Per IBC Section 1807.3.2.1 z 0 rri ul 4Footing size: 2'-6"x2'-6"x4'-3" Depth o ZColumn Design = W G Pipe Steel-ASTM A53 Grade B(Fy=35 ksi) z 3 Moment at base(#-ft): 3,182 0 o N Required S(in3): 1.8 a Sreq'd =Moment x 12/(1*21000) m x 0 H(ft) M(Ib/ft) S req'd. Size(in) lbs/ft t(in) S(in3) V(lb) m 0.0 3,182 1.8 3.5 9.1 0.226 2.3 - N D O m x z co aO j U 2 LL m ri w x 0. a-p x o m z v, a M (.7 0 Z A o w m LL, REVISED IA Z3 °0 12-11-1214 a 0 LU z 00 I- O o m Z VI O H CI STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET P • • • F OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THESE DRAWINGS AND VI STRUCTURAL TECHNOLOGY CONSULTANTS T z 7827 CONVOY COURT,SUITE 406,SAN DIEGO,CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 Q PROJECT: DREW BEATY DDS,31003 PACIFIC HWY S,FEDERAL WAY,WA SHEET: 2 OF Z Z R N PROJ.NO.: 1384-58.1 DESIGNER: DG DATE: 09-04-12 0 o CLIENT: BERRY SIGN SYSTEMS SIGN TYPE: MONUMENT SIGN QUANTITY: 1 D itlI- I- 2 W 0 a.N DESIGN CODE-IBC 2009 w/ASCE 7 Provisions UNITS; POUNDS,FT U.N.O IA ASCE 7-05 Wind Loads c a N 0 6.5.14 F=qh*G*Cf*AS m 0 -§' 6.5.10 qh=0.00256*Kh*Krt*Kd*VZ*I Occupany Category: II (Table 1-1) < g Krt= 1.0 (unless unusual landscape) I= 1 (Section 6.2) z O Kh= table 6-3 Exposure C o I Kd= 0.85 (Table 6-4,for signs) I= 500 (constant for L1.Table 6.2) m V= 90 mph e= 0.2 0 6.5.8 G=0.925((1+1.7*gq*Iz*Q)/(1+1.7*g„*Iz))or 0.85 c= 0.2 y H i,=c*(33/z)(u6) { Fz=max(0.6*h,zmin) 0 D zmin= 15 Load Combination Factor= 1.0 (Per 2.4.1) _ m o gv= 3.4 xi o} gq= 3.4 p Q=J(1.0/(1+0.63*(B+h)/L�)063) m Z L=I*(z/33)e in sign elem.# h Kh qh G s/h B/s Cf pressure F a G 1 1.75 0.85 14.98 0.85 0.76 0.99 1.70 21.65 189 p 0 2 7.33 0.85 14.98 0.85 0.76 0.99 1.70 21.65 664 0 o o sum: 854 0 lli N 4, -I a 0 w H a = z N p O 0 rn In I m xL -<0 w I x RI F O x n 3 m IIIz O 03 P -< I LL mm w X N a. m A o m z in a in y m O O F. 3 p 0 1 I/1z I REVISED LI 03 oo 12-11-12 a O a Z O z to O• STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET P • s w6R/ „,e'v7i . ..3 5 , ad / c�- fpm Pro ue 1 .ar ( Wy I {P.0( .. u _} - (F ��' 4-9 (71 StdCta1alrt Pr�P3 ►ni}, - Clik q . .^:=::y. Ci SideNa tk 0 0 . — 0_ u., 0 - LV 2 4_ _ \ ± III cri IWAY SOUTH a z ___. __. _.___._. _ , .- 0 3 U -4 ve _ eaw Q 413,.” 45 ''"''''..-.'••'•,.\•f-,,.J.:.::10,..4,,,,, ti:::272::: ,c3:::::::—..y: s.„..,,\f,..:7,1 1,..„.,...-7,:::;:f—1. \' . ` 5A ,, L. 28 ' 58 E.. _ y . tUCTURE NOTES S TO BOTH DRAINAGE STRUCTURE CORRESPONDING SHEETS S OUTLET PIPE. SEE PROFILE SHEET CATEGORY SHEET : STRUCTURE AND PIPE INFORMATION. RIGHT OF WAY PLAN 26 TY NOTES SITE PREPARATION PLAN 37 • ?EPIC Hey( -01,., / wy � 33o5 (4) D ilU " __ l'C ! 9 o - tern . a tI CD aa- 3 VI ET (00ov' NI p3 C 1 "y 5V O °' I I � o '" A ..- ., —0. g o in o * o t;I 1 jJ il; N CI ' • m w m ° 0 Cu , . ,....,.-...-e, 0 • �►: oCDQCDc2 ` . ,} coo v m N Q° Q 1 m su coo ° vai it' a cn � Building • � � � a � - --.-.-, . . - - go � � oCu . --,. "C ' _..... I SE• co , .ry I4atI ^ moi/ .___ .� wr+ rn • 1 . i g Ello, 52). ,:?.r , = '\'5-Y [ E 2 (12 - a rC .., p , reaz' m gi) pi- m NN:. C' T 1 ;5' CT f V i I t::;' 04 TO -XI i N. :,,, , . _ 0-4 , TS 3 o ... ...;75Nom = Com"' N. b ! N w r G a � 4 dAi CV ; "P ^- c ,� Z. .%' uv •• 2 0 art i � � � /o 0n0cnr il ril CI 44. s rrit;,ii, ir, ..4. i .r ' .7'''. .7p. '' . 5t 13 -i n P 1.] ...c t'\116"11 , En 7 o'' k,- r 1 0 m ,, i-1 . f, r ., IIA m CC VII Z .►+- Z7,) I- N -‹ 7.-) IC7 LsNk:: cSS .71;e t 7 r".1(---)—.\l's. rani 1./8z/z I. : f1Sdd* rn /Ts 11171 'Ns. A1VA9 MdG •elO ubis s/j N^aN :10]CCD id SAMH 3i4i3DdCOO W :SSA dC]CV JS 00-6011701-ZL :# 1IW213d ,. , • • 5272011 3;03:30 PM p0-081 HELIX TEMPLATE , ____1I I °° I V I a I I I W I N I _ L m n nVSs _ j.p a ir m � yz F 3m T� �mv o .6*-I .s. , v !IPA a"�'N ._e g b r �^m 3e: -`� _&- <z 3" >^dig _9 nl _^� ft A F Z a a A N •' � A 9 a A ` 1 ` d O J J 1_ 20.0,••.• a • }ro___0'� N 11,1 13 ' � U Ya 4 0000000001,E m ^ o ai Ai I S � I I :�� I I I1. g c� o- I ol0 0lo b Z A Im y4 � I�'i I 1 I -� I I I 1 Flo FIO y L� J et 'Ayi ..._ y • , , cc.) co .,;,ic., ... ..... ,_ f ,„ .,, _ ._,c,?, ;, r of • z F n 9 - PACIFIC HIGHWAY SOUTH ycs'-o• 4 a Il 6,§,Z H mA § , OLS f I ,_ _..... . ;.- t F • a< ' g ^ " � S SE (*.> f` ? G G f Al. �\ P O 3t a . -4 m s 1 II E— 4. �e-6 w• �A 4a-a TM - s i 1 44 I I illi-.. .. '1l . -. 1 I. I ' I i 4 `..*. Hf ` ' oa cN i pi. }Ij`!_„. A � �O t .. i - ss, ww G c t Fs H+ ? I ),...-ii t 0 f • • KNE F"' . m a' , '?0 I 1 ''c. ,Ii,,:*„it G. I — X: I I m r ao T EP C oT ya ' ,x lf1 ED �'• J D • ,,,..,1%., , .* *.,. , 4,„, 1(.4-_,, .. .,:,,.....„4,4„..„, ; -,...,,, .2,, , 2 . ... O Y p �X,y + 2 u_ !6 ' N .0 z —n A WOV o• q an A mu _goi O o sp II 11116z :..1 `=C1 N D rit lio y ° c a_ p 0_ 07 o 0-,-"'a' o • n POm alino 0 tv n WI 0..1. }-.► __ o� 3 0 Ira r' N 1 f—L 'C ® dnil n Cd Z rt 733 ' tn 88„ ,,- N „ 9 I I -i _, 21" 62"(5'-2") 5" m � a �■ r c I I I I 3 zZ _ r C '� I 13.5" I Itn 36"(3'-0") i 1 L/1 a -I c,o m m Q r -I - a m a 3 z g mco® _ 51] ^ I ? a m "' ^ r11.n' o vnm C i -o '� N N v Z Com L.; n /T� M W (\( M Cr" m m m nil rD < Z W y 0 Q CD .< m M R 01 v �. WR O ^ = a n 0 C rn O N .� Z N .gyp m P. a. •< 2 > m f_ri . . a Z \ / lJt a v O Lo N < 3 -"1 O ' N N v N DI N Z CI D co/ >R m •" m n m r rn t1 v °` j m L., D ro n O 'nLI rn a^ -I D ow "'0 < --,- co n .r,,pp, * Z A N Dco vi in rt. d V IT �- o m o .. n to II G DDS • * V z p ; . k O w m •• ,t , o N N 2 W = O co 4 ) O -1 O V m m N m a ? ..< O O j N . _ 0 W to t•'• 0 m f n m o. V 1 n 3 3 W ��+ ' O .< o m - o W ‘A I m v �- N c.n N N r AIN o V .-•�-. 1' I 'o n HHH �_ O H D II -..<< c 17m o•n Fr) nc cvQfl 0 6 Q� Q I 3fl a d -1 y o m z o a p a 0 6 m s Ln z 3 O z O n' - ^ < n -* ,-, r; 0 m -a n' n' Gl 0 O Ca. 7o N 0.I �' a' m a' v, a w v ,.,. tn —1 m W a' 01 D! W Q W .. -n a Q• m z Z Z __ o E _ m = n ° tm 3 n n n N �' In 0. n cDn > !!' Q w cor 713' ° m m m m m ^ '* v D a m m N m n. -a a m m n t0 O ,a -a r m n rD m m -O s, c a a g a -a m < o- o o _ a n a 3 v n tv a o v n o m `c --1 a c m „, ,_ m c D- m o — T m ,T J -co m w Z n • * a 3.c E -0 ' �o' m p ° w o a tv a a• c a c 7. c a- 9 3 -a a o _ a c D m o vV, o r' a- o c 3 V (D < w (1 r• p - t '^ X `G * X to O, fl- V r C o o C u, r tv �_ r�D a m o m a a O' c Vn m .oP u'' m �+ n �- (D1 m to `,/- — I fl m n O� m 0rD m N ' 7 rD — a co 17, m • T • - O rD co 6 o co ;-t m -I • a 0 D n cm -a v X < N m �n `< p_ - N m n N m 5• 3 Z n A0i o xi N co - 7' Do- o D r v n W o u5 m U a N v r+ z O N Q. r til IfI1i LtoCD fD O3 • Nm _ _ CT m c c 3'cu 5 N N n O n m _= a" o v, 1", m m N r r m m m Z 0 0 CV n n }., c - m m rn m ., • m v C C"7 N n v o o m 00 1"` p — N 0 y > V) rn VI 3 a W r — N 1�1 �_ _ _ _ _ N o t^ O C'`' D 0 co v_t a n -< 4.0 - -, W o - o D Q o - m 1 ' 171 a D ,D r a m z m a ri ...._N _,, C�a'+ y II 73 rn F v • �y • I IT a ie. A lr P. c, as !` ' m+ w, l I 1,-, . ,. T ,, II:, ,.: ,,, , w f g' , , 73 on io i . �_ f a 00I a5 I • `jgm? (kip1. 4j ,_,<= ' Cl) c0 7)g a o22 �M�rr77 r2: M M v c0 0C) 0 �I S 4 [ z�nSl ca. -�-yl* r� r'{+1 rr, por�iZ iCI ._o C) SCS 4 O -�1 Q rl N p,., m - I ' , ;.' oQ �+t Fn 'o Perin ppm a 2 2 a Z` N S 0 x (xi '7 Mg jgg Mo T Nc m>z rc-m oN - ® i cmi4") o m I ,' + I. rim 2' g�C) '+ w l` 2, 2 c� oCczi Z m I a c" I c� 411111 -. '_+ n. y a a +n -n z fn . 7 o oQn F[�av N m r° N0 1 I p p ii =Z py VO,�XI O Zi D -I Nmm C I c�2 Am z c k" a o v�� m I m l r� n z j 1 In +'^ f 33 //�� 1 m O a 'n o a-Ci r^ GO S7 p tr, �' �T o`n� g r La ter" I 1 t ( - �y m 2 I lY ' Q� Amo z �o p� 5,1 o FF 3,.Rig > u'o'� + m Z v x� o Irk " ❑ �) Uy, --(.., .././.4 9 ,: ,,, 14114 ' NI ,::' z 5' a3 V,'a E" M j' i�� CQ ,iib a `.'8, NI > gl< El ,,,,0 ail ' ' 'Q .* Zor„N Z or-C, Z ono )' , � ' � �z p oan� G7 frnl C7 S Si oat C y_,m m --$ I Cr Y x � �c -1 z-> cor _ I o r= ay. / p I � C — ,�N m x _ C7 d o ocn `�o c m Illid ! a ca C -1 o�Zo p Z �d ©� I N I nTy l'n7a m N mm� m1:9 e t� C I d Z n )41 II �A] vnz-o FPI n p ry,�I ► x !� cr, � 4110 HE Zm� VMi Z 0 � � 0 - ,: m >r r-. C) 310TH ST A nut g n7 .� zZ tZ70 rn�/� T z a c Z A n a a n a r-I* ➢ .-� I- V! i "--I Z C 0 CJ y 2 2 O 0 :_-_, r li x .._..-...,-e.... , s.X� `[, cn c z �' n n f ➢ z CD ' si cn ( f )* CH rn cvim � a n o pm g R. r -< -mp -*+ ly O CN ; DJZmpDf p 0 ➢ p 4! � +` rn Y m zon z z Iw G 2 14, z CO I z " m '6�9k �? m 8 o m i -+ Z N MATCH UNE STA 5+00 SHEET 72 i a, co m w c`On w �- y rn pi W o 0 0 0 * CTI r,-, • D --I I- m v, 1 n TT Db + A n N N o a M bp o m o c -Tico m Cp� -=i D n -n 11 � OU }tea MINN l'ti al z 0 0 C:, O o o „ w fa '- ro r- i w N IJ �� t. Ex M O D , 4444 ° J o .p 0(�T V +O O O p T -.o ( PACIFlC I-WY q ' STA 3+39.08 i -o 12l' A a 82 -04 ii NX g PVI STA 0+45 = _ I� o EL 465.44 s s s v z r�i ---- o m -y+ Z Z ;,1 �'• �- i I G . RVCSTA 0+49.92 ' off^ > -1 -1 n IIII I r7 c I> 465.54 < u �^ ill i' $ ti I' it > I,� III �� ��� 0 o 1 PVT STA 0+59.92 $ °qo n 'll 1I -- ti S EIS 465.29 0. .0 t / ill Iiij1 Pi �_ Na U1 :1 j ,' -S-TA-CT---7J 9:23- • N �V1 STA 0+'6.28 �i .� .c w EL 464.14 III MATCH EX15NGIi+ ``- -- -- i + ono - y o . ii, ` _- A o9m n I 111 II- m� n A $ v m �C +o 0 0 lik-t, Ii1 o PACIFIC WY Co a,, STA 4+19.86 > �I _ A V Zm mp 3 W + F; I A K3- o 1 0 v J : `ir ";2 - r 1r -,> d. a o: o m III ' I. D O ga 'VI STA 0+ r o 1 j I. EL 467.30 �_' ii i N � IIli' r�r;* . ,S IICH n o < a I w II 0111111111111111111111111111 1-A- STA 0+8 Mail �,, STA0+2.01 <v v 0 1i •MATH * NGIL. 'VST .01 N NY, �Jr..W/ l ao I� _ II I u '' �s • rn �% I 00 - - g,0 0. 0 I/ iii 00+1 p ..pp / p A V W I'�N. 1♦ 80 �j ' pi y (�T O p O q +' -71 S PACIFIC NWY _ SII) , rd -I..._ Gz=� N n v ,o STA 4+72.45 M 4.04 .n ° a 4... p v m � it g 07air IV G ,■� i N � J f� g� PVI STA 0+45 = _ u. __ C w -- -1---- o_- Q EL 468.33 g tO o =_ g A ... ill I PVC STA 0t59 5 5 4 $ / I ,x.91-_-na2 - -, I. EL 468.61 zi I o ,'�} �i PVT STA 0+69 a I w EL 467.98 ,� u u a 1-1- M a °' PVC STA 0+69.50 4 v v $, `7 II u g STA 0+79.50 !, -B--46:-91 N 1" 4. ? MATCH EXISTINGIN PVT STA 0-179.50 a N cn o z IA EL 466.99 n u o N b 2• r, 411) I g O O +O O O _O Y _.I 1 \d I C^I �Z o PACIFIC H n m n STA 2+6593 lio _ z pi m rn irr _' II 'D n •o PVI •TA 0+45 5 v ANSI IA1;2 _ 463.98 5 J�a� n I o STA 0+59 „ D = = iii111111111111111111111111 �L�, �� D= L 464.26 = Q I STA 0+6'� o, + , -o v I' -G TI EL 464.76 <rn 0 m 5 z 0 c y rm ,2, 4 o CO w 1 -- - - - Q r n L"-M. PVC STA 1+70 0.< a y m II 00+I w 00 C EL-464.;5 < n u a F, D = STA 0+;• _ �� pao Z MATCH *••STINGI„ PVT STA 1+80 0 + ° u 0 I I `� ^'+ _ Ill EL 465.4 Nis + $ n N r �� - ,r, V -o I co m p -- .�' r.v..� \1111 1 - 1 rn • $ P(194 R a4�N •, l I, �/� 1. -1-/ 1 ,� .., 0 y A A O N Z t o ryw�„- • • m p 4§ p o C PACIFIC F WY ~ �N Nell -I v) STA 3+44.65 rn� = F-.q rTI C o \ �r 1111111 � �1� 0 n n-+ CO ( I I q- ---- o�� o w w..iL� N H z �?+^'- 00+1 rn IIII 00•0 • - yT O A N�7 cn n ; I -i co rncnmi V1 STA I l O xi v �� N z P EL 464.78� " war {! !'I,, �7� 11 C � I -v_--- A' III II• �l Ufi/iyru �illir - `I <2 m 'C PVI STA 0+59 N hili i;I j'•' II�1IN �� g �;'I l ti z z D *2 I EL 465.06 1:! II i, 'j' r m D jih �� + i I j /. rD STA 0+82 ,> �� I1 1 8- = C z''' MATCH EXISTING- 0 1' " 4$�'�I -� vas I� I n .:''§ ',, IO C P3 oya h IS 8 am L, m 0 +, F + _ 1 Mai 01 m cn % µ,,,,+°. lO ri �eeR 5,° O • 73 as D Uq _coam sT' <0 r `' ov z - � O 9 (3) }fr./ � W 111- -T_ 4'-3" 74 11 / N / 1'-9" i 51. 11 6.. /\\ • \ . \ , 4) / • " ' ' ' • " ' ' \\/\\/\\/�\ 0 D a -II II NI tJ1 Ill I ° o a+ g 11111•111a1 ° yio z ° e a - \ o / \ \// \ \\ W r El O O it -y- 32"PIPE OM"OA),t4.226" / m u, v PPI V) fl' v VI c) ....1N U, OD 0 442.10. /IN. Z o � C Y, O c 3w 7._, q to g Ce, " " .-` 1/40 00 V 01 U7 A W N !••` Grl -I � .9-. 7/ 7 n f7 rtt p p n cc�� cc�� m � bom0 (Am0 nzi' , ;m0 g v � � ti 8 ' � * � L'° O ' 03fn •nfnm00P zq00 a4pg 0M $' z n rte- CMO O m T m m n 0 � cm-1- 17z 0 -1 m m m Z p 3 n N �n Z � 2 rn rnr0 * 03mMn009 " COO rnNOF m � to a P. --�i3 � N �°„° 03 � �' p,„ amr , = m .=z4Q (4 "T qmn .... 0 , n 5 o Om IJ• rnrn � Crn � rnOO � � Oz` � DmpZFn T � tn NO � Q _ � * ni �° 1 3 QD pn s N T rnn� m � � Ez v zZD 'xm — ma �3 � Or i � � tzn � pZ � `z �_ Il1 rnv0zaoD� ° ru, g )... A00T, D � r�r ,w''' 3mc, � rn � � zz = zrn Np7rnW rn� � � � v� .... • Az � zOD O rnFp' rn G) p0 m m rn G� �-. m 0 mVi nrn nM * v� � pTz 07o0 � (� z � Dn O � � $ G � rn � � 0 < � � zn I 17pAffi; p03 D3zzrnA to rn c ZT = ErFIXXVIX!Wp3rn2 z � � � 00D3D -1 0@a Wzc' m � Z = op- Topp al . Zcnx3� r�r 6 � z0A '- � FrnC -1 0 � � _ -1 _ C Cmm -I un z _ p O $ n zN 3 mximo `in 5z � p � 00 3ZDRa < x =.1 n � w zE p r- me z = g -o -n N c 0 > � m3 m ,-, o O prn c z zo 1-437. -0, 3 Cpm, .� Q p �mo m T x �n z � A 0 -‹ N m z O � Z p � � � rn Ov � rn3o 0 �ii Inn 7o Rn ¢° mxiM � m :^ sZC O 0 cc, �° O . 8 � M v .. 4im 'il and Gze = O 3ID qac ' Z DD z m — OD -< m � cn0Z � � z � p-Imrl z 00 -In 0Om 0 3p3 3Z `,- z7. z DTR" p i..) 00 mrn � 0 �vNoo ~" ? m0 CHV' z �i�i0 � " D 3c) N 4 � � -<? p '-° PuO C-71 g rnT7o �i N iv 0 II z ON m � vv� co D � 3 = § la X "- 00mmm vNN a p n m- 7. M 6 v � RnNz ern rn �opQ � Z n � � � Q ova vD � P � moo Z 0 �mz � � a m m C = 30 n � � z 0 c ( 1 0T (-) 0 p m p p a = g n 0 a '2 n T R C Orn E.., W i"-"M9 z Z p 3 7' III z t1� 3 39M ' zm az � � � p Zr3 0 �5//ff �° ^' 7o OD D ,yz .P ,@n mN Iri ' o N fV I I z WI N Oo Zn 0 030 00 Z .. - ZVzf71 O " " r- Iv #..s3pn � O A 3 OZ z = az rmnxiM `" 1 D ("� Ornz ? Q D c c rn- Dq O-' m 0 N -< rrnnw z c7� rMii m �n 3 � quo GGA r z T 0 2 Z p 0 0 p oV P mz Mn rn z rn to N T J -n 0 -I v ii �••, vI DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF STRUCTURAL TECHNOLOGY CONSULTANTS(STC).THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECT(S)OR FOR ADDITIONS TO THIS PROJECT BY OTHERS,EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF STC. j STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.