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7555 SW HERMOSO WAY-2 U4 I f~, !11 a' r FOUNps/8•,RON ROD VAM U tan#1 C CAP 5T a) Ul uu C Z 7_ SAN. 2- v RIM 192.42 IE IN N. 11 179.72 IE IN NE. 12' 179.71 IE OUT S. 12' PRO,rFs1 1910 PE � Fawn s//e'6iaN R00 wn+ 4!66Q �t G N O S C CAP ST II MI/ �l y!5, `'r `� 10 F� A. S��`� 1� Expires:6--30--04 N01M 5/8•IRON ROD O CAPL 25 (' loft FO"5.'8'tRON ROD LATIN \ ` 201-0• TIC CAP MUM 1 ---..`_� 11a',6� CFT PLS 1556• ,(( �'•.�� X11 •0' �—CONCRETE WALKWAY V '11/\ 150 _ ..11 ►•-�-� O INE BAR I WA ' VA11f N A N / ...:ti• ratt I( WATER .. VAL.W �" O RECYCLI TR,45N t W m) fl WATER I....y 9 p vAlyf m Ln PROPOSED • / / fl OFFICE 5ULDING � w t ;If �( w Q I 1 w J 0 \D J: --- CONCRETE W4I.KWAY 0 R I QTER '►1 a -fC----w cA ;p 0 0-.11 ST1 a� ! _0 B f► 00 1 P it 150' r II FIR I( y I II i i. 11 LOT 22 p "HERMOSO PARK" II II if It if Ila NURTW If ' I I1 ,v J LLIf k- 1 SCALE: 1'=20' kc G 3 r 1 P' N nXJNO 5/8'IRON (BUM UJ j��'G P�w.•.�. i w� pe�.�.; 'r Cia t r��c'T l«••G�••►c. LJ w4'r�- S e�/'�i i c. � c3 \A 4 �^y� VV' Qvlcr�t. :%!vw I'vt�l�v"4'to•.i l,C..'� dL✓' 4Jw-4•rcJ.S~C✓v;.t- p t(1 ttl ✓✓eyap �.O� Sl� � +�M. Lu Qui-...: 1, =cxti'6 .� w�:�.► �.tx.►.,.,� Z I— 4- _/ (�I.I�a✓ �i.+t�'wY,( (-�•1-(� Q✓av Pe.� p�o,r�.l/�rN STM MH CITY OF TIGAFO Sty►-� RIM 190.11 Approved.. DATE IE IN E. 15 185.76 _ SAN. MHIE IN N. 185.86 rT /� Conditionally Approved..........................[ 9-•20-03 RIM 189.41 OFFICE Copy For only the work as described in: IE IN N. 12' 178.11 IE INT . 185. IE IN E- 12' 181.26 //IE OUT W. 185.71 PERMI f IF OUT W. 12' 178.06 See Letter to: Follow............................. a Attach............................. .( Job Address-77_sSS _44�r o w•}�-- S.W. BEVELADD ST. y a-9 .j,�) ._ �►e: jo; SNEE Hermosa Way. 7555 PLM2003-00613, SIT2003-00032 1 of 11 oF 10 r. t NOTICE: IF THE PRINT OR TYPE ON ANY �111t11t1 jI' IIIIII� IIIII� IIIIIIIIIIIfI 1�f�TT1�11T�TT1 11"111�TrT�flt �l�! I�IIIIIII 111II�lilltllLl II�fI�II� IIIIII 1!1I1JillIll lI ��-1!IIill 1111111i IIIIfJI IIII � IIIllllllt III!IIII / IMAGE IS NOT AS CLEAR AS THIS NOTICE, Il l- - II- --II --_ l --I I 6 7 I 8 I 9 lU I 11 I 12 a4l, IT iJ CUE. TO THE QUALITY OF THE _ Nose ORIGINAL DOCUMENT �F 8 !Iillllll !!�IlllllllllllIlilLlllZllll,ll9il�Zll II IIIII ZI Iil�IIIfiI1IZI III�I I EIIII ZI II 11I 11�1 ZII I I�II IiIiIZI II I IIUII�ZI II I II6II1IlIIII�IIBII11IIiII► ilGli���II111111111i I�11iliil I1 II I I1�EI�IT31II1IIUIIIIIIIIIIII�IIlll6� llli�-ll-ll�l8llll�ll-11�G 1I 111�11911111_�1114111111111llt1[lllE -� Z I fl. Ilullllll1�111 ! PLUMBING EQUIPMENT SCHEDULE CODE COMPLIANCE 1. Floor Drain Remarks (Non-Residential) DRAWING INDEX Symbol FD-1 FD-2 PLUMBING (Quantity sizing and design per 1997 UPC). Model. 2005A 2005A - F37 JR Smith PO SYMBOL' AND ABBREVIATIONS, CODE COMPLIAN"F; '!,CHFDUi-U1 Grate. NB NB JR Smith 1. COLD WATER PIPE, UPC APPENDIX "A"� F-11 LOWER LEVEL FI nOR PLAN - PLUMBING . - P n m e P-trap P2 MAIN I..EVFI FLOOR PLAN -- P1 I-IMBINC 2. Hose Bibb Remarks -1111-11 T FT HB Total - Symbol HB-1 HB-2 a-t -q�1­6blic Public Public -PLI611C Public Fix Wq�tght Fixtures: Private Public Pnjq P Typ& Silcock Min Fix Pipe Size1 ill 112 112 1/21/2 /2 PLUMBING SYMBOLS F rost Proof No Yes Per Unit Weight 2.5 2.5 1 2.5 —1 1.5 3 Vacuum Breaker. Yes Yes Quantit 0 4 0— 1 1 2 SANITARY SEWER, AFG ---- SANITARY SEWER, BFG ------ Fixture Weight 0 -- 10 0 4 2.5 3 1.5 6 27 HOT WATER 3. Lavatory Remarks From chart A-3. water flow 18 GPM COLD WATER Symbol- L-1 From chart A-4 @ 8.0 FPS max velocity use 1" pipe size. HOT WATER RETURN — Type: Counter Mnt VENT Color White IKSA i N Ere 2, WATER HEATER 'ED: ASHRAE 1900, CHAPTER 37, TABLE #7: ,,G'"Ee Wall Carrier No V\d BALANCING VALVE 6436 P-Trap- Yes 17 gauge 1 (l W 14 ---I--3Rk—f- E — Total -Lav -T Angle Valve: Yes Fixtures: Public Public Public I CHECK VALVE OR 7. Hot Water Dem./Fi) . 2 6 10 4. Mop Sink Remarks ­—- I-- --- --[>Tl— SOLENOID VALVE Symbol: MS-1 Quantity, 0 4 1 2 GLOBE VALVE Trap. Yes Strainer Integral GATE VALVE Hot Water Demand 0 24 Edge Guard- Yes L 10 j 94 STRAIMER Wall Guard, Yes Demand Factor 0.4 Hose & Bracket: Yes Storage_Factor 1 PETE PLUG Probable max. demand = (Dem. Factor xTotal) 37.6GPH TEMPERATURE SENSOR 4� 5. Sink Storage tank capacity DerriandxStorage Factor 311 .6Gallons CP Fl OW MEASURING DEVICE Remats Use 71 gallon storage tank. THERMOMETER (jr) Symbol: S-1(Break Rm) Heater G H x 8.33 x (120-45)/.98 x 3412 BTU/kw = KW Input= 7.0 KW PRESSURE GUAGE . Cn Type.- Stainless 18 gauge Use WH-1, 50 Gallon Storage, input 6.9 KW Q) N Number Compartments: 1 CLEAN OUT (CO) Depth (Inches): 6 3. WASTE PIPING; UPC CHAPTER 7. E 10 WALL CLEAN OUT (WCO) P-Trap: Yes FLOOR DRAIN an Cn Stop and Supply.- Yes Fixtures FT WC Lav Sink FD otal UNION IF C- T bq t e Public:1i EcP Priv at--- Privati-Public Put Public Fix HOSE BIBB 6. Water Closet Remarks K47in Trip Size J!q.L 3 3 1-1/2 ' 1-112 1-1/2 --.---2 Symbol: WC-1 Units/Fixtures 3 41 1 3 0 LO 2 Floor Mount Elongated Type: Quantity 0 4 4 OXX FIXTURE ON FLOUR ABOVE Color- White 4-4 TO , 0 �-D Tank- Yes 1.6Gal/Flush Tank TAL UNITS: 4 2 6 Handicap Height- Yes • ** Use 4"waste Seat. 10CC Olsonite Design, 4" waste from water closet to minimize blockage from foreign material that may be put in fixture. Color. Seat White 4" waste sloped at 114" per foot will handle 216 total fixture dnits. 7. Water Heater Remarks Symbol: WH-1 Type: Electric Tank Size: (Gal) 50 3/4" —3/4" CW UNION \--CHECK VALVE GATE VALVE WATER TEMPERATURE & HEATER D PRESSURE RELIEF 16 GA GALV.--0VALVE T] STEEL EXPANSION TANK STRAP TO 3/4" DRAIN TO WALL SS--1 ANCHOR TO FLOOR IVIS M 1. ELECT. WATER HEATER 0 N.T.S. Z F, < Cn - M LJ LIJ Ll L < L- l'- C) LAJ LJ 0 1-' <0 Lo(D FZ DATE 9.-20-c}_3 SHEET Hermoso Way. 7555 SCALE: PLM2003-00613,SIT2003-00032 J 2 of 11 0 1 2 3 4 5 10 3200 SO. FT. OF III N-0 NOTICE: IF THE PRINT OR TYPE ON ANY 7,1,11111111 1111111pill I I I I I I I'l 1-1-TITTT T 11]111 111 pj�l 111Jill Jill Ill-ill 111111 Ill't I I ]ill fji­l�i- 111jr 111[ijiliji-jill ill 111111 Jill ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 10 11 -!_.1---- �Jij 11 11-11--! - I -W I - - - IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT �l 11 Jill I 1111�11 11111 6Z GZ ,, , IF , ll ill 9 o gi, 111111Jt, 111111111 11 a 61tl I, u ul� ��:11�u�iiiil �i 2 41K IBM- J `.err 13 L• _U H13-c� 3/4" OROFF�t' 64:16 9 l yo 7. 1 /\y 3/40 R. mc „ -3�4 CW I_IFJ _l 3/4 MS-1 n � I �! 3/4" HW UP , CIO S-1 c) j ti 3/4" r'w' JP t bu li o-- WC-1 ,-- 1/2" H W U P �� 3 c; 4„ W 1 _2 c_. c 1/2" 4-� O -------------- 3 ------ ------ - 3 n �, c� 2 c -� 2" VENT UP r 3/4" CW UP L-1 3/4" 1-1/2" ' 1„ 1- 1/2" L I 2uC„ I i We ��- 3/4" CW UP I 3" I 1/2" 3"VTR _ I I L L y� I .- L_ i � L L I ,„ W L, / / �" �, G 11 �-- � WC � O N N SCALE: 1/4" = l'--O" I 1 ms L L awII MS WH / �.\ 3/4" c� i-__ o o ' NORTH ,cD aM w O " 0 Z rn F - �\ 1-1/2" 3/4„ _ 3; ._ DATE ,� 11211 Y WC I 1/2" Imo' L. -HFE T w r Hermoso Way. 7555 — SCALE: PLM2005;;0613,SIT2003-00032 i 0 1 � 4 •`' C) 3200 SQ. FT. OF 1 r NOT!CE: IFTHE PRINT ORTYPE ONANY (I Ij'�' II III III 1111, j1 I I III III III I I ISI III IITf�f 1�1 ISI III I IIIII III III III III III I ► III i Iil III III tll III ili III i IIII III ' illl! II Ili iIf (Illiif I ►( (i( VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT 7S DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT r £ i 6Z 8Z L�Z AZ �Z 6Z °fZ I �Z TZ OZ 6T f? LT �i 4t 6t Si ZT tT �l 8 g G 9 9 ti S IIII 111111lII Illllill IIII�11►11!11►�Illllll►I ►VIII►II�►I►1111111►►II IIII ►III IIII �► I I ► I , I NII I I�II�IIIIIIII�III�III III � I� I� � � I I � �I i I� IIII IIN IIIIlIH1�111111111�II�IIIIIIi��.11l�l{IIII II Il I II►1111 11111111111N11I►IIINI�III�>.� �lull �l►.l><��►.�l � T�< <I �� ��i 2 4)1 u� u� � ul u ¢¢t f I I �FFs , rG EFQ, cr •, b �p R. LEXPIRES 12/31/04 v C, 4_0 ,.Q ZZ V co _ n by HB -_ o CID e rn /- 1-1/2" /TR. 3/4" I MS-1 —� __ HB-2 3/4" HW DOWN 010 o-, ro 07 WC-1 WC.-1 � . .. ,. .. 3"VTR �— 3/4" CW FROM BELOW Q HB-2 (_l� W LZ 1 `L_ rJ 0 Z ri J > w0U m LLI � `n, CIA ujLA 2 LA < U 4 w f-- _ to ?_ > cn t-- { DATE 9-20-03 ORTH 1 Hermoso Way.7555 SHEET SCALE: 1 4 _ 1 —(J PLM2003-00613,SIT2003 00032 (._.. 4 of SCALE- 0 1 2 3 4 5 3200 SQ. F T F NOTICE. IF THE PRINT ORTYt-EONANY � l � ilr � It �Ii ! IIAli ! �i � I�'I! 111 111 Il+ Ill tlI Il! r�T tlr Ilr 111 ! ! III 111 III III III Ill III � I'! 11 I III IIIIs111 � III ! ! � ! II � � III III IIIIIII III III II(II �i' ' I � I� I � IIIII � C I I1I I � i I3I I II I ISI I I6 I I � IMAGE IS �Ol'AS CLEAR AS THIS NOTICE, 4 l - � _l ---- - --- --L - - -_._ L ----- - -1- --�--- - -- - — _- ___�-_---L- ---- ---- � - - ----- �- -_ ._-�_ ---__L__---- _J IT IS DUE TO THE QUALITY OF THE "°'e ORIGINAL DOCUMENT �£ 6 Z 6 L t z z 9 z �11 z I s z z l TjZ 02 a[ i eII 1 Ll i 9 t 91 i h t s;I [ zl I t[IIJtJ[I t I �8 18 I1111191 �4 �b I S Tz �i l11! 11 II �IIII IIIIIIIIIIIIilllllllllllilllllllllllllllllllllllil IIII III!�IIIIIIIIIIIII!II IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII illllllll Illllllll�lllllllllllfllllllll! IIIIIIIIIIIIII�IIIIIIIIII1�i�llWlllll111!l.11llll>�11111iW11 111111111�hllll III r� O � p CO fr CONSTRUCTION NOTES c M p cv PAVEMENT SECTION TO BE 2" ODOT CLASS "C" BITUMINOUS o,cu � 1.OUND 5/8" IRON ROD WITH PAVEMENT OVER 12 INCHES OF 3/4" MINUS WELL GRADED � 0 0 N A YELLOW PLASTIC CAE' STAMPED � CRUSHED GRAVEL. GRAVEL TO BE COMPACTED TO 9J% OF Nf�EI I''LS }55�" T--180 PROCTOR. AC TO BE COMPACTED TO 92% OF MAXIMUM o Q t THEORETICAL_ DENSI FY (RICE). © �. ON-SITE CURB TO BE STANDARD CURB PER CITY OF TIGARD p 2 DETAIL NO. 125. SEE DETAIL ON SHEET C6. G ,,"JND 5/8" IRON ROD f i PROVIDE 2' WIDE CURB OPENINGS AT 10' SPACING AS CAP SHOWN. PLACE 311 -MINUS ROCK DOWN TO SWALE BOTTOM, I TI (6) I 2 WIDE FOR EROSION PROTECTION. _ I � i c � I I 4 INSTALL HANDICAI RAMP PER ADA REQUIREMENTS. .ALL m o A WITHIN HA JDICAP AREA WILL NOT EXCEED % SLOPE. o 6 FOOND �, �N ROD WITH I GRADES f4 , _'�"'*""'""►'� �r:t BROKEN WIRE FENCE p (� {;q T�'MPI"[� SIGN AND MARK STALL_- PFR STANDARD REQURIEML'JTS. � _._. ._ P ,� ° CIA - .tom- •- -- - "CEI PI.`' �v�"�. i I S SEE OFF--SITE PUB[ IC IMPROVEMENTS ON SHEET C'6. � T _. �> 1,10 l)(;E'.,,.•" .,� ., � y ;�Ir• •�.._,w� 9�OS� _ — ` f �' ' `1 �' .�.._, 6 PRnTECT EXISTING TREE. MINIM17_E EXCAVATION AND FILL 1.7L p Z 1 .. BELOW THE DRIP LINE Of• TREE. — \ 9 I VAI..V� 174r-- PG ��op� — tl�z7 i• � 'o�`' ►. r �� > ,, I VJA11 v TI~.R O INSTALL SHORT WALL. HEIGHT VARIES FROM 4 FEET AT � 7 f I 7'9 i Pp 1�p� M '• h� VALVE BUILDING TO 0.5' AT LOW END. SEE STRUCTURAL_ FOR DFTAILS, y / 1 I ! ^ I I c '�� p a.,_„ Mf,-;a.:,::,,,,._,�` ;•`� t?? C� �� ,,k,- :�� � � (8) INSTALL SHORT WALL, SEE STRUCTURAL FOR DETAILS. Expiry Juno ao, 2004 00 I ^ . • ^ \ —_._._—_.1" iM ,,, Q) lr '.// ..h'f �A1NjN�; -•. ; •„� •, • ` ... .••� `�' +HATER ' ti; �. �c, �... " ' I VALVC 9 I I r f , I ,yq �. , , ,.1 • - , 4�, I 1 O INSTALL- DEEP CURD. BACKSIDE OF CURB VARIES FROM n..� 2 ! rn ! t'; Ib r I i 7 ,I TO 1 .5 AS S.W. CORNER OF LO f. EXTRA CURB HEIGHT 3 ` ' +' <' REQUIRED f T 'TRANSITION UP FROM PROPERTY LINE AT' 2: 1 . 1 C5 I a v o � o, l„ - 1 ,, • •� I ; �•� `""I` � I .�---f"-- ~ ! ;.••� ' � I �;� GRADE WATER QUALITY AN DETENTION POND SWALE UP 0 ? 1 P �/ I ,' I ' �' FROM TOE OF ARBORVITAE'S AT 2: 1 TO ELEVATION 178. ;• GRADE DOWN AT 3: 1 TO ELEVATION 177. GRADE DOWN I 3 i 15 /.� �� ' I I 0 1 _ ------- / I ( f' >.,-, '.°� � � ' } •'•r , FROM BACKSIDE OF PARKING LUT CURB AT 3: 1 TO POND BOTTOM AT ELEVATION 17, . I I __ _ el ^•. I / cG I I � rxal 11 NOTE NOT USED 3 LEV, f ° 'CO C� >- t 7s EL - 40' X 80 ► I Q I�F'�'E BU�LDING ° , � `��� �� I '2 DRAIN LANDSCAPE AWAY FROM BUILDING, MIN. 5 FEET. — � � M I i I N 1' ± / 'r ,e e;A, +,AI •,'' / 0 St Floor fig ;+/- �°� ,.. n I SEE DETAIL 1 ON C5 FOR DRIVEWAY VERTICAL_ CURVE n I 02 d 1 W 0 1.. Flo �J I I I I 4 ► Qr ! INFORMATION. V I f f AIJC '1 `'' t ° `i�.� / I " '� 14 INSTALL 4' WIDE W;`�LK WITH HANDRAIL TO SIDEWALK AS �"LL w 0 �l..�ti... v t 1 I cx ?� I I ' L. HEIGHT VARIES _ Q SHOWN. CONSTRUCT R=T A,II JING WAL. F / rx '14• :., ` '; ¢ ' I j � I ; `Irra I I FROM 9' TO 2'. SEE STRUCTURAL FOR WALL DETAILS. - tA4 / r , t C� e. •�• r f ,.., Jc.. I 11 I I I I � 0) 0f 1.5 0._ �d �• b e I i a :', % ) 1 t2_) I 1 i 1 LO 180 ,/ ,--__� ° p r° "'r ;;►,.«;; / ( I WA EIS z ilt \ 1 ,tY r,. �.i I •i, I 1 ► Ira I ; I I Q7 iJ �. ► ► I 0 p F ,�$/ ^� f� " --- 181 S\O TF_ BY UA i , a REV._ I I ' ---- 15 00 00 1 .. / - 1 �� 1, I I- PINE. . ._...: .z C • FI ? ,t I,iIN{, 1'�.�i'(` t.,.. ........,._.,. .. ca.._.. ......... -. t i - �• ', b° I '' PROJECT NO. 2: FILL FROM PROPERTY LINE r ",. ."....` " .. + •- r 'j ``� `' ' �' I ► .._, _..,_,.. 1 - _ _ '' I I 2003-PJ45 DATE I 12/03 _ t I I I DESIGNED G. HAFFNER I � _ 6 ENGINEER I R. SLY,4 WARNINC CHECKED I 1 I I I ! PLAN _VIEW _ - - I � � 0 1/2 SHEET TITLE - - _ ,cafe: 1"= 10' nz. f ,J I ► / IE THIS BAR ooES GRADING PLAN NOT 20 HermOSO Way.7555 t,D-RAVYWIN 1" A THEN [1ING IS rl_f FT NUR[-!'20 UR[-!' --- - - PLM20U3-00613,SIT2003-00032 NOT TO SCALE --- is 5 of 11 r; SCALE IN EL? FINAL REVIEW II NOTICE: IF THE PRINTOR TYPE ON ANY rlrlllrllll Ill ! Illil ILII I�IiIIIIIIIIIiIt III IIIr11TTIIII IIIIIII IIII' I � I II ILII IIIIIII IIIIIIII-, II �IIIIIIIII-- IIIIII1�1�1IIII_L' I!I_IIIIIII�110III ILLII_I-IllLl! Ilill � I ; I II i IMAGE IS NOT AS CLEAR AS THIS NOTICE, 12J — . No 36 IT IS DUE TO THE QUALITY OF THE I ��-►)-I,���'Ill���-��-l.�_ll�l.l_l Lz_�_I�eI�iIz-_�I- s I� � I � j -l� _-►- —) �_� ____ --- l- - " _ II►►I�Il � LORIGINAL DOCUMENT z T 1 T9_ r lI lll s 111i1y1111 I11I�JIl[l�l)1�►Va 11I1z .1Illl. II���!I11IIli lI IIIt > IIII►< �ll Ili,,ti,111 1►�I IyI IAI I► _ - IlI►�I11111TIII j 0- Q� � �. � � 1 i0lAa0 5/R• ROH ROD MATE, A YLLLO PI AST1C CAP STAMPED O { 'CO PLS 1558' T 1�l SAN, F111 Lu 'I RIM 192.42 IE IN NE. V 179.11 IE OUT S. 12' 179.66. A 1 ' f C-) GIN �S 1 105E , a Lr `' ! f'Y r;n 5/A•IRON RO11 YATN I 1i ll PLASIIC CAP 51AMI'ED �t / C.1 PLS 2556' / l NEW CONCRETE WALICWA'1' OREGON xpires:6-30-� t --+•�. F"l 5/8'+RON ROO E 20 Il NO CAN -{,. � I ..,.`"""`Y,,......,,,..•..., �—`"'^----�.' 2�r f(Y 1Nf�'! R'IRON ROD YAM 20' A 1111 O*PLASIIC CAP SIAMffD r �" 15`11} 20' _ �'�-'----..._—_,..�--�_. 10'-0' �..,4 � ___-NEW CONCRETE WALKWAY 1, COAX l/ 1 i0' - �' d r Ti�,5H ENCLOSURE: PINE �0 ,;f ji'— ��I� t9 .E YCLiN( Cn I CHAIN LINK FENCE J T ASH t (' M W/ SLATS VAAJ%EPoll WAITR VALM: C\1 �` � l9 �""`"` --- ' �•. � / 11 II NEW CONCRETE SIDEWALK r VALVE cf) 11� .�- ►-,7 w � Ln �r w ` II Q Q (j) ' 1, ____--NEW CONCRETE WALKWA'Y' iu 6 1 r 7 Co 18• �;P EC AL INSPECTION REQUiRED 04 PINI BICYCLE RACK 150' II I tqte of 0,�� o n Strucxura! Sj ^.; 6iy rode ...._ (4 STALL) II A Cor:r_.rwn .+.rd Reinforcing Steel SIGN: T1 Bo is Irr:;r Ilad lin Concrete BICYCLE PARKING L] S &cIal N1ri­.iunt-ra-lsdno Concrete Fr*(r.o r 18'.Q, 'a Rnlml omir�r? Stena: ;' P'ro't-rossing Ste:!)Tendons LOT 22 .', S1,rtrctor.%l1+'yelfi`Zng I-IERMO50 PARK { `7 H*..2--5tr:­,1:a:11 TkiRi q Vaqanry r Inm, :Jatini, Ca; cr:atu Fiji l; a ( r.J SprayA1:,a,:ici T"ira.dsa,imi•,d ;ktt,twrlafs NOiZTi-•! 1f — (0 1101ngs, 0011a�d Piers: and t;alations u CI Shaicrate f �'d IB111 rl 71 pe:ia, 13rauIng, Excavation and Fining ;t:0lxr9t 7P Q # ` SCALE: 1'-20' 0 !A'n0ke-Cu:141'0l Systems I u �- r1 7 l*6 0 Omr Inspectionn ....,r... I � Z D f SITE ADDRESSr 1545 SW HERMOSA WAY TAX MAI°i: WCTM 26101AI5 I lii lu r TAX LOT: 1501 - rT PARKING: IS SPACES TOTAL CI_TY OF TIGAR� h t ' Approved.::'-J.Zc..41J A-1.... .............:(>Is j 1Er r� Conditionally Approved.............. ..................... SDA hill For only the VV06S as described Hir RIM 190.11NO. t T »n 7 Z,IF 1N E. 15. 185.76 PERMIT 1 ......................................( �: r11.1 1; ;41 IE IN N. 185.136 See Letter to:Follow.. GATE Attach................................... IF Ih I.. I)- 118.11 IE IN N. 165.81 Job �Jres :7f�S- 4' H i✓� 9-1d-43 1l" 181.76 OUT W. 185.71 �.A� Date.. By:�RN _ sem+, L4 II. 0111 1'l. 12' 178.06 Hermoso Way. 7555 ~/ PLM2003-00613,SIT2003-00032 IN 6 of 11 S•c . BEVELANDsr. RECEIVED 117, PLnCITY OF IIGniilD I i{-1^I n - N N I I cai r-N r t rI SRR tnt� I ' •,. ,+Yn..N.'WiiNr.4:..y.^f^h...wH rw.....,...+.wY�N«.a....w.. 1 wfi.M..w.plw-ww+,...,W.YwMM.7.Y"'" M..•i.YiIOM.MP.1. QFe{^�,a aCYF COP ., *'✓11.ww.AlA1M1Mi/[?1W.AIWre.W,.1'.tYL.V.'H.MI�,y �I�k�IPYGY!liu. ��/ !. ...1 ,m,YralLk.iltN+4u.IJ.'{P/ii.:Ii+i�yay,,r„�,�,µ�,� NOTICE: IF THE PRINT OR TYPE ON ANY V 11 I I f I 1 1 I111 1 Ip 1 1 III III I I III III III I I III 1 I I I I I I'I I{1 III III III I I III III I I! ' I I III I I I I I I 1 1 1 1 1 1 I I I I I I I III 1 I I 'I I! III I I III I'�I III III III I I I I I I I I I I I III I I I I' III I �__ - 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, f I IT IS DUE TO THE QUALITY OF THE Naae Y ORIGINAL DOCUMENT f �F gti BZ Lu' 9�r �Z 6�7, t;lti 7 i�Z (3T� 8i GI 9i 1 Qt f+t 8T 7i i�i til �tI 11�11►111 1111W1U111 1111111 IIIIII'l�lllll111llllll ►1111 1�1�111 N►j r 1 a 3 chi d- f FA ., CD I . � OFICE I i � r•- r r - it t+t;� ,� •qjk 4 sL �•.f,, {q, a• r l;f z•.f,r �.i i:. ''-4„ J •6.y` ., -� •�' • "yk d i:w,A6 F yg.,',y :•' IY ;,�, nfs". _.j ''� .l.i 3�v N ' .., -t. �.,/,,.,• .. ' : �,R r/,' �.' , :`�'".e,r.��a,�r w �• a 1 F t tl ,rw':. r �5:,? Y' ' --::tt�,y S �j• ; ~'k'kP � , ,'.,.,� f.`r,..,.t . I'j y;.'`y ; , .Fayea�-atan"'. D.t r• r �. M �v���! �S , , • '�� f i4 ` ,.... • /'�• (.rs 3'. T .r� �; rar�'�y(y, rte-. r�:%l PR � � '- � l R7„I}a ... ru.:i.:: � ',Mr a7[� l9M”j U� � I . .'a^v .. Y} , UMi J ,45. 'y'. •,!i� -i ot'. A 7 l 44 .� J 0 Ln U LL i `'+rq " + 1 `i :� :r"sas':f' tom' u'�3{�, ,G ". ,>Y',• y-fi 7".' •1 0 GENERAL NOTES PA I/EM/�1ENT SACT/ONS -- �` y . q . • ♦ '-' a. / �is� ` s ,,t • 1 �' ,t` l'1rtir�i �s may} 1. ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF TIGARDLISTED ��;r�.`.h :! r ' i f w' d. r ;k . . . • , ,� _ REFER TO GEOTECHNICAL REPORT BELOW ,•`D..r.;.,, �,,:k. "" �, h ;,,:� ... „ ;�. ,� • �; � .�, :•,, % w , .. V:f„ i ,.. I•,w , s N ' t .:k:R c'-.a' d' at"`. \ f' , STr1NUA ,D SPECIFICATIONS, DETAILS AND DRAWINGS. f' - .:� �s�a<�s• • 4 P /� . r..,;. ,".. a , k ..,a n. f. ,.;-Y s;x:.e, .,M ..�• .. i 2. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS(S) FES TED _: _ �. • � y IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL GRADING_ SPEC/FICA TION—� __ _--_ __ ,�• � a' °� .r�,.><>,,.',tf Y x,»„`,; , _�_• . ' � ,- , , �; ” ? ` � •' 'xy rnI y , -Jr.) DF_LIVERED TO THE SITE MEET OR EXCEED THE SPECIFICATIONS F'R10R TO DELIVERY OF MATERIAL 1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIfIGA(IONS , . .: ,,. � � ,. ,�� ,t , ' , ,;,,;��,,,.• . ,,,, ,-,•�>' ,, ,•,, ..�t �. ; ',' ,- r r T T I S AN G 0 IC. REPORT..: FNTITLFD Geotechnical Engineering Design Stud p,<t�N ,. + „�. >f, , TO THE SITE, ANY MATERIAL ERIAL NOT CERTIFIED BY THE SUI FLIER SHALL BE REMOVED FROM 1H£ JOB SIZE A 1 NO SET FOR H IN HF SOL D F LOG g g q y, ,. I s �. - _ Minuteman Press Office Buildin Wahsin ton Count Oregon" PREPARED BY: WILLAMETTE ENGINEERING "° Tri- 'a {::z `"` °' J. ' . ,� M. �' p ADDITIONAL COST TO THE OWNER, 9• 9 Y, J. • .., , . .:.:.,,i /;�•4 ?t „' �k� L, 4j , .,,. '. ;L�;+ .' i✓ ` , O � & EARTH SCIENCES DATED: MAY 2003 FOR GRA 1 PURCELL INC. t .S :: ..`. .=i _ �..� '%M ,• '< •� , � i •`. ".,�; 1 � 1''""Msf<rs`'' i,� `.:...t _ , '� ''� ,n 3, THE CONTRACTOR AND�OR TI- EV SUB-CONTRACTOR SHALL HAVE A MINIMUM Of ONE SET OF f '' 1:: x .', „, 1; . I br '; �' s;,� '� k y •• a.r , IZ%, w n� 2, ALL COMPACTED FILL MAIERIAL UNDER STRUCTURES OR IN PARKING AREAS TO ESTABLISH PROPER a w -'. :'>' •!• � ,. ,.,_• .:.; I> `�;, ; ; '' o APPROVED CONSTRUCTION t'�• „�S ON ME JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES, » ., , s• a•N� ;. :,� ,�. ••,. ,. �I 4 SUBGRADE SHALL BE PLACED AND COMPACTED UNDER THE OBSERVATION OF A SOILS ENGINEER. t: sba�yih•• •, 1 ' '' . tai }� - "` +, s" 4 BEFORE EXCAVATING FOR THI" uNTRACT, CcN1RACTOR Sl,uLL VERIFY LOCATION OF UNDERGROUND ,,a 'n I,.�,�,. �... • . �, �� s •>I' ',• . .�.• ,,., f' _yy`-�"/ ;: t� �' Tll I r n - ,�-'' ,iY" . } y', rt ;�,rc : ;;.,.�a ;;:1•+,<.ev s:: i,eb o ,""'. tiY. : ,Mi ap!�`-•I ' FACILITIES AND COORDINATE H15 WORK WITH THt vIY COMPANY REPRESENTATIVES CALL 48 Y �'r•-.,.r� uq "' '~' � '` J _ — I ( �,'�.,, ka a �„M.,.. • , . Y i 'fig :�7 `�'... � '• i ,• ,,.. .,, ��r. , . . . ,, � ,'':h, 'M•' •'Fr, - I HOURS PRIOR TO EXCAVATION). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITY : . .. PROF ^ 1 BENCHMARK ; . a.. , ,, '•Y�,t . .. ., • , Gu u 4 1 , .. _ E PIPES OR STRUCTURES SHOWN ON THESE PLANS HAVE BEL N OBTAINED FROM AVAILABLE RECORDS ,+; • ° 1=; „ ��. f:,!-..Kk.,• ” ��'M . .+t. ..:� :° }y 4 : •t +. ,'- - 1% •'.•i'..•. f1 YMr;"5, • ! /,�J,�\,U Nf� ��O I .•,- i. X•.,,as•• i ,� - EXISTING — r - t \�{. .I: ...fir♦ :, ......,.•' • • { j .. _ , ° .,+,: . •.::... �i ' r ONLY �,NU MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL .; `. . • �••*' '• ' tLEVATION BASED ON TIGARD VERTICAL DATUM BENCH MARK No, 225 .•'... * ` ,.� "-' "�',a ;_ '... 17 23 t BE CO^; IRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CC NSTRUCTION OF NEW WORK, .:,. • .t z • • ,„» DESCRIPTION: ELEVATION = 21.3.89 ',..,, ?• .��.•;. ,A.f?' �' a`+ F'' ,h• f ,� � 'I' M;r'- A . .ti —.`!S.•.•x..ti r{ �,11\�_w��TY�.-.����•�Y aw; ,r+' � •'� 1' r_ UTILITY NOTIFICATION CENTER (503) 246-6699 z t c ' 4., k s CLEAN WATER SERVICES (SEWER & WATER) _ r (503) 648 862. LEGAL DE�S'CRIPT/ON �. ,4• .., ,j �� _ US WEST (TELEPHONE,,) w . ( (800 340-6342 - — } 1 +, NW NATURAL GAS (503 220-2415 LOT 21 OF HERMOSO PARK SUBDIVISION, TIGARD OREGON �":z 4 Y • �� �' -' F • � �' b �, \— PGE (ELECTRIC) ) — ! 1 easlt ,• y tt .w�• ,;. :1 ��, w 4 'I 1 3 .y • . ,• Expires lune 30, 2004 (800) 544 179.3 t AT&T CABr_E SERVICES CABLE TV '•.•`; ' c '• �► � .;��,;,y�.y � :r 'q►�t 4q Y a� r�'rrry* • ( ) 503 605-4800 s `.*• '�► •T _ _• �r ,,' r ( ' EXISTING TOPOGRAPHY � � :.��¢, � ����,. � � :� � �,� ski; -�� nk . x � � � . 5. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES. ENGINEERCOMPASS ENGINEERING �� v, ..:' why. �,, .urJ.x•1��,. ,�,., k �� '� I " OF WORK .SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THESE_ PLANS AND A(,ILIAL FIELD CONDITIONS � ,i'' , ) w �`-..-- �' '► i � >, . «� ': w' ' +ti; "«;. ' ,,,. , 6564 S.E. LAKE ROAD a �• 'w SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REI. ONS ARE NECESSARY BECAUSE MILWAUKIE OREGON 97222 k,: f f:, OF AI:TUAL LOCATION OF EXISTING FACILITIES. e^ �; 7 r�+-r `.” :• I t �, 503-653-9093 ,• • •». . t.•.,. .� .� � i _ r DA TE OF TOPO: MA Y 2003 '; ,* #' ' r �O w 6, LOCATION AND ELEVATION OF IMPROVEMENTS /TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO CONSTPUCTION OF NEW WORK. fib^ b ,..� �,� 4 n I%J� ENGINEERS NOTE , j� ,: � � ". + •4 �, ., � , .: ` � ,� I ---- -- --- `.� ._ -- v. — f •y,rte, 9 7, EXISTING UTILITIES SHOWN HEREON ARE FROM AVAILABLE RECORDS INFORMATION, CONTRACTOR IS TO NOTIFY ENGINEER 4 OF WORK OF ANY CONFLICTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCTION. UNAUTHOR/ZED CHANGES & USES VICINITY MAP 8. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON CALITION' The engineer preparing these plans will not be responsible fol, or AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOvo'N ON THESE PLANS. r 'hese plans. All changes ) the SCALE 1" = 2400 FEET L liable foJ; �,Iauthorized changes to or uses of p g v> k plans must be in writing and must be approved by the preperer of those plans. 9. WHERE TRENCHES ARE ADJACEN I TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE Q V i/ Q ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS CONTRA�'TORS NOTE —j w DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 3ro co 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF JTHER CONTRACTORS WORKING Construction contractor agrees that in accordance with generally accepted con- � O 04 N ON THE SITE, INCLUDING GRADING, DRAINAGE, LANDSCAPING, AND IRRIGATION, struction practices, construction contractor will be required to assume sole and LL1 complete responsibility for job site conditions during the course of construction (� 11. ELEVATIONS ARE TO FINISHED GRADE OF IMPROVED SURFACES UNLESS OTHERWISE NOTED. of the project, including safety of all per.;ons and property,- that this requirement LDG CO/VTRA CTORUJZ0shall be made to apply continuously and not be lirritec/ to normal working hours, S/TEIA and construction contractor further agrees to defend, indemnify and hold design 12. NEITHER THE OWNER, NOR THE ENGINEER OF WOPK, WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE professional harmless from any and all liability, real or alleged, in connection with CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DFOCES, INCLUDING SHORING, AND SHALL the performance or work on this project, excepting liability arising from the sole GRAY PURCELL INC. CONTRACTORS U. W Q BF SOLELY RESPONSIBLE FOR CONFORMING 1J ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH negligence of design professional 11445 SW TIEDEMAN AVENUE LL _ STANDARDS, LAWS AND REGULATIONS. tIi TIGARD OREGON 97223 O � 13 NOT WITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE APPLICABLE CODE AND NOT WITHSTANDING THE Install Silt Fence f �j 503 639-6127 APPROVAL OF THESE PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO I '�� PRO'.IECT MANAGER: RORY ANTIS Z Q ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER W ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR ANY OTHER �•-- PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTINS AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, N , j ;��1/,_ ' "/,' �� I ; EROSION, SILTING, SCOUR, OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE WORK DESCRIBED ON THESEr,R ... .,, r P FOR CORRECTION IMPROVEMENTS WHI H AM r va1.uF �1 PLANS. HE PERMITTEE IS i?ES ONSIBT_E 0 CO EG ON OF C D AGELO 1 err ADJACENT PROPERTY, j" J" w/ f rlahR YkW FIL TER USE S TT TCHED LOOPS I I "� ��t `� �' krrATp •' %""�" WATER '! FILTER FABRIC MATERIAL ' / �' w +r, VALA FABRIC' OVER 2"x 2" POSTS 36 WIDE ROLLS MATERIAL INDEX OF DRAWINGS `O Z w 1 COVER R H E E T .....� w, C CO e S i/- J I \ . „ oti,... REV. I DATE Y FWA0 C2 EXISTING TOPO 1& DEMO PLAN -�—~- - --_e— J 6'44AXIMUM SPACING C3 GRADING PLAN 0i I _ I ----�-_ FRONT T VI V'J SI DF VIEW / WATER O E / / ". NfIF.RN IS w I C4 UTILITY PLAN N TS ---.___ ------ ---- ----- PRc�JFCT No....._.. C5 SIT� DETAILS 2003-PJ45 ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE_ SOIL IS TRAPPED - �� NOTES: / ! 1 .:..• ' . '.'.••„ Y .:Tr- - I I ' ; DATE I 12/03 ui• / / ...< ,�.::..':';:: •;'.;, •�. ,, DESIGNED I G. HAFF-NER 1. BURY BOTTOM OF OLTER FABRIC 6" / ' ,p - VERTICALLY BELOW FINISHED GRADE', - I (/ GRA VL :. ` �Ii i I ENGINEER R. SLYN -- Li — 22"x 2" FIR PINE OR STEEL , r CHECKED 1 FENCE POSTS. 7 .,�,, T ` WARNING — —IN T1- OCKFD 1, 3. STITCHED LOOPS TO BE INSTALLED t1 1 7 � SHEET TITLE - ----"---- 2"x 2' POSTS / DOWNHILL SIDE OF SLOPE. AND A TTACH - r COVER SHEET 4. COMPACT ALL AREAS OF FILTER FABRIC � u�•J IF THIS BAR DOE` TOP W;7 W TRENCH. 0 0 20 EROSION CONTROL PLAN 1 _ _ / I NOT MEASURE t" SHEET NUMBER - 00 - Hermoso Way. 7555 NTS -- — — ± THEN DRAWING IS N SCALE IN FC[T L.f.)'i' ;;GALE 1" — 20' PLM2003-00613,SIT2003-00032 NOT TO SCALE X 7 of 11 K SEDIMENT FENCE HERMOSO G PARK FINAL REVIEW Y.,@'_r•Fw. e». �. . "{S .s'i :I;'R:?. -„�_ ,, 'Cf'B h grtq,mcnj �., a`til�' "`,,• m@hr':: .'i*r.. •.rrrwrM+ p .,i•°.. a.. ekwtb,rn, .. r `� •,...wE ��., _ '�� �•� ..�” _ ..._ .,.... .wfrr._...... .,,., .� ... , : l�: NOTICE: If T14EPRINTORTYPEONANY ill Ili III Iii III III Ili iii ill III III lil IIIIIII II'r r�1 Int I�1 1�I f I Int III III`III ISI IJI ISI t I III III III rel tlt tlt (IIII IIII I(t I�I�f�i Int I�Iltltllll III III illlllt IMAGE IS NOT AS CLEAR AS THIS NOTICE I 11 I I 1 2 I I I ! I 1 4 I I I I 16I I -- -____J_ IT IS DUE TO THE QUALITY OF THE No 39 0-f,mg ' ORIGINAL DOCUMENT �sl 8 Z 8 Z G1Z 9 Z I 9 Z Illlilll Illl�llll�llll�llll�llillllll IIII�III. IilllllEZZtiIZ O 11 ll� 6 11 ,I 111 11 II1 1ll�llGll�lTllll�llAllllTllll�ll9ll1lTllll �1T E�T ZIT [lT I o�T �8 I �fT L 9 l9 I I (� I IS I I �� �t�,�uw1 1 1 Illllllll�lillllili�lllllllll�lll!Illllllilllllll 1111111111111111111 llll�ili 1111�1111�1.111111�1W11111�1111 Illlllll ll�lllllllllll 00 ;}- r� CD f R GENERAL _& DEMOLITION NOTES 0 N O � REMOVE E=XISTING BUILDING, FOUNDATION, ETC. rQ) -� DISPOSE OF PER APPLICABLE CODES, "! C L�7 ( 2 REMOVE EXISTING AC DRIVEWAY. DISPOSE OF PER vi 'i5, I 1 O APPLICABLE CODES. ° Q N o h- 0 REMOVE EXISTING TREE. j ® COORDINATE WITH CAS COMPANY FOR SERVICE RELOCATION AND ABANDONMENT. c� g I 0 REMOVE EXISTING FENCE 0) ��1 X REMOVE EXISTING SEPTIC TANK. PUMP OUT AND °mo 3 DECOMMISSION PRIOR TO REMOVAL. ,,,..,.•` E��.C�KEN WIRE FENCE � ( 0%J ri ° 2Q" MAIN, -r'"� '- - : :: "' - j INSTALL SILT- FENCE PRIOR TO DEMOLITION WORK MNL `NL _ "._ . �- _ .. r 150 ��a GE•. .,,�<;:- ��,. i"� �'�+, �:...,,,..._, , ..,,,,��,��;_ ��.", .. .�..". " ���,p P 130 �� -'"�' .. `; " .,�': :. , ( �� INSTALL ?_0 X 50', 8" THICK GRAVEL CONSTRUCTION ��, lc E� FIF`. ~� "r "� Mai ! ( WATER ENTRANCE PRIOR TO EQUIPMENT TRUCKS N23 1 % / t m- •r''-• .... �' VhVC ENTERE!NG LEAVING THE SITE. F' F, W/, I WA'I*E.R _ a r +� f OF / g PROTECT EXISTING TREE. MINIMIZE EXCAVATION �� ` cr. 14� '-_/ i•,.� , O AND FILL BELOW THE DRIP LINE OF TREE. UFy 30' f <� I i .l` ''"""''�'� �---G "� �?� f ► 10 REMOVE EXISTING SHED Expires June so. aooa WAI'ER % r�f `' ``�•� �.. w r VALVE: ' 1 ( �. , - / '� 11 PROTECT EXISTING .ARBORVITAE HEDGE I r Y " " REMOVE EXISTING RETAINING WALL. HAUL DISPOSE w..--.1`1�' ; MATERIALS OFF-SITE. AS• E: � �. I I CONTACT PGE FOR OVERHEAD SERVICE REMOVAL M AND ESTABLISHMENT OF TEMPORARY POWER FGR CONSTR' TI N. J., 0 'f 0 z U) 1 >- ... in AR "ry I : t' Ea 1 ` I J a �f j ..' m(h .a w z O W ce X7 cc cc ui �t� � `•X3 i.�`l �. m cc J 1 1 1 1 % / I (1� nc `. •. l.r / ,��7,�' IIO i I',IC'±S} '' j ( tfI C .r�i �AE„ LTE��i..J I 1 ( V LO 4. I 'A I i W�-.._..._..._. ...... I r c ! I :IJ 1 9 f J 1 � ' � ��• i 1 REV. CA TE BY ' ...T..�. GP .:. I ( t PINE �.. I, , I C-IIAIN..LIN �wNr;f� ..��.��__•I...._�y. .._._.,_ .�..��.._ ... .. ..m. ISO PROJECT N0. � 1 � ' 1 �; , "�..._.._..". ....._....� �_. ... ., , +, '�j��` � --- � �' ,�•I' «: � .� 2003-PJ45 t• ' f( DATE I 12/03 I ( I II DESIGNED I G. HAFFN_ER ^ ENGINEER I R. SL`'H WARNING -- � I y (,NECKED I ___-------- -- I1SHEET TITLE PLAN VIEW ( 1 t r r EXISTING SITE & SCC71e' 1"--1Q' h7. NOT THISBAR O MEASURE DEMO PLAN c --2 THEN DRAWING IS Q 1 Q iQ NOT TO SCALE N SCALE IN FEET Hermoso Way.7555 PLM2003 00613,SIT2003-00032 FINAL REVIEW C - 2 8 of 11 Au :,. ., - � IifAIYiY'M1I14�e1LLNa+"Bfq�ny:�reaarrm ,-, .,.... .•_ .,. —. .,., ,. .. <..,....+�'T'"�F'�� ... ..... _. � .__ ., 1 .W�k'•tiPMriv�4""A�yRr, ,rc^rua wr-�ted^'C9 "°. :apo r°t°xh��'�, ..e.:n�•is<?f�7r. _. ,. 9R% NOTICE: IF THE PRINT OR TYPE ON ANY I �r)IIIIIIIIIII IIIIIIIIIIIII I i � III�III � III i I�ifl�iirf 1�1II�IIIIIIf t IIIIIIfII �lltll 1�I�IIIiIIIII IIIIIfIIIIIIIIIII IIIII�I11I ! II I lllll �lllilllll I�III� III�i�lli Illll � lllllili ��tJ-.� I II I �f II II � f I I II �jI II I � 1 ja/IMAGE IS NOT AS CLEAR AS THIS NOTICE, L 11 �1 `*L 1 6 I gL a1 � xLl l I YL IT IS DUE TO THE QUALITY OF THE _ No.3e �..,rw"�.. ORIGINAL DOCUMENT 6 Z 8 Z G1-1- Z 9 Z Z fi Z E Z Z ' 1�Z 1 0 7, 6 i 8 i G i e t 51 t filt E 1 Z t t t t 6 9 G I 9 Q 1► �E S 11t 11 �� 1-1 1 1I1"I,i!I11'1 1I��11I►111I11��I11I1I1►11I11111►1���II� ���������I11!I�►I�1 ►IliI���� IliII��1II1IIIIII��I►��IILL�lllllllllill111] ���1ll�lTll1llllllTllltl11 . Il�lluIlllllllllllllllllllll�1111uu11►111411 ' fr CD CONSTRUCTION NOTES C: 0 INSTALL 6" GRAVITY SANITARY SEWER INSTALLED AT 17. MIN. FOOND 5 '8" IRON ROE) WITH INVERT ELEVATION CALCULATED AT STREET MAIN IS 0 N A YELLOW i`LAS*0C CAP SlAMPE APPROXIMATE ELEVATION OF 179.0. ELEVATION AT EAST EDGC U-) "CEI PL.S 2-556" OF BUILDING AT 179.40, FINISH FLOOR AT 181 .0. SFE C7 < C8 FOR STREET TRENCH BACKFILL AND ROADWAY PATCHING 0 DETAILS. 02 INSTALL STORM DRAIN PIPING PER CURRENT UNIFORM PLUMBING CODE (UPC). % FOIJND 5/8" IRON ROD NO CAP r 0 INSTAL` Y—O ROCK AT OUTFALL OF PIPE, MIN. 12 SQ. FEET, 0) 1 r47) n 3-4 INCHES DEEP TO PREVENT SCOUR. C14 X \4) INSTALL FIELC INLET WITH 3" PERF PIPE PER DETAIL 5 ON L0 7 SHEET C5. 3" PEIFF TO BE INSTALLED AT 0.5% GRADE FIOUND 5/8" IRON ROD WITH A YFI I 0'.q PLAUIC CAP STAMPEI COORDINATE WITH GAS COMPAN'� FOR SERVICE ABANDONMENI 150 AND RFI-OCATION. PROI COORDINATE WITH PGE FOR NFW SERVICE CO!"NECTION. ...... 4 20" 2 30" r-)-) FIR RD ! `� I I WA IT'R PROVIDE 4" SCH. 40 PVC UNDERGROUND CONDUIT TO POWER V� .............1,78.................... VALVE POLE. FlOWER 'I N � ' f ....... P01t. W !III, I TER AND BOX PER PUBLIC IMPROVEMENTS ON ........... RELOCATE ME LIN X D 1)r\01P WAIrD VALV� C-6. 30. -v INSTALL 4" STORM DRAIN LINE FOR FOOTING DRAINS Expires June 3f), 2004 SEPARATE FROM ROOF DRAINS. WATER VALVE 2 IT 91 MAPLE 2 R D A L, A I 5 tk < 0) 2 /* 3 LEVEL 40, X 80, > < 0 OFFICE BUILD64IG P '/ 08aseMent 181 Q. 0 Cc fit I r ! , f A': 01st Floor 193 +1. I.: IIS m C\1 to A w z 0 0) 02nd Floor 2054./. F?D (Al) I+ 0 < - FAUCET A • LLJ 0 LL. W 0 A > iin:, I ? z Rb 0 > U (Z to z j to ........... ............. !j > R Cr 0, 24, F1 lo RD 2............. Y" r I> i I' ° ;.� ' I REV DA TE ) ST rr t CO 3 t> 5 ...................Up , ...... v P;NE ......... -C-T NO. �.,�, ,,,., -- _ � ......,. 1� , ° �' � ,I I ' I bra ISO 5 PROJE 2: 1 FILL FROM PRO UN�� ,PER1'Y 2003-PJ45 Ilf! j ( i nA'rE 12103 DESIGNED G. HAFFNER ENGINEER R. SLYH_ CHECKED PLAN VIEW 1; SHEET TITLE Scale: 1"=10' liz. 3 �� I,+' ' i UTILITY PLAN U 10 20 Hermoso Way. 755.5 '-,hfFT NOMR, PLM2003-00613,SIT200100032 9 of 11 SCALL IN FEET FINAL REVIEW C - 4 f NOTICE' IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - 1 -_ -._ ___-___1 ____ 1_._.___ ____ ___�____ - �1-_____ _ 61___.___ __ �l______ _-___ g� --_____� _� - 1. -- IT IS DUE TO THE QUALITY OF THE N.-3e V 6 IIIIIII Jq t1l, A 43 ORIGINAL DOCUMENT 5- lil F5 I , , V) IIIIIIIII�►1111 II II III Im- 03 O � M I` O U� I L M 0 til i v �D 210 rq ._......................................................................................... ......... HIGH POINT E L E V 191.17.1........,...........,,..................................,...._ a) CD 0 HIGH POINT -STA =...0+29.(391*""""''-"-""*"** PVI STA = 0*36,19 __ _.__.__._ ___.....___.__....__W_...._._._.._..._..._._ o P VI E!_E U -o __......... __--.._.._..__ .._ .. ._....____.»......_..._...___.._ .-.._.._.. _._. . 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Scale 1"=10' Vt. I Z River ROCK ._.,I W _ WITHIN STREET — _ ouTSIDE STREET RIGHT-OF-WAY co -3/4" Raver Run, �� 3"Lied, rlr�over AS APPROVED B1' CITY ENGINEER - STANDARD CURB i RESURFACING TO BE MIN. 3 1/2' CLASC "C" (� CM ^hrunB ASPHALT OR MATCH EXISTING, V 4' TREATMENT AREA WHICHEVER IS GREATER, COMPACTED TO 91% SEE PAVEr TENT OF MAX. DENSITY (RICE) _ __\ 2 I z � - SECTION DETAIL � W I Q N;� sAwcu r EXIST/ M� Mati;ln EXIST. A.C. , _.. I ,� ._.......,._... _. 9 1' Tap 5cAI SECTION LL W � 0DEPTH r, RESURrACiNG \ VAF iF S ♦ _-..-. -- Treatment Area - ----- �� la Mid 51U�P I♦.. - - Variable ,J la Mid 51n e .. . ,� ,,� r `,„ MIN. I i / %'���` cr �y•���. ow, �•� •.\ � i` P+1in'm.iin 20 /X\/ Lt �, i.. /� /✓ , ��/�/ �•R PLANTING RECOMMENDATIOrl4 ��\/��•, c> ..:> C� T' /�l ,,�/j W LO F- JUTE MATTING ��, CLASS A 3„ PERF PIPE � � BACKFILL LnTreatment Area Planting Rate 3 INCHES MIN. OF 2-3/4” RIVER ROCK �,\ �\\ > t) r� (COMPACTED To Small Fruited Bull Rush @ I -2 OC plugs .� �� ,7 <.�:/�/�' ,� sor OF MAX. U AV6 a /f `,/ / / DENSITY AS PER Slough Sedge @ I'-2' OC plugs CLASS B GRAND'AR el: <': �� ug g pug / / / \\ , AASHTO T-99} 4 5-6 lents BACKFILL (COMPACTED TO 5preading Rush @ 1'-2, OC i:lugs 95 X OF MAX. / \: `4 per Square foot DENSITY AS PER `\: \`� �) <) �1 I �/ ;��` o Common Rush @ X'-Z OG Qlugs J AASHTO T-99) i, //% { /• ,' POND OUTLET DETAIL 4 j. Scale: 1" = 2' HZ & VT Mid Slope Area .ti \ 'A � � e e C5 Common Rus @ �'-2' rC I�.; s� Average `\/i�, `�? �} i`�'i / .!• % � p 9 3 plants per ,51oug'k Sedge @ V-2' OC plugs �Yquare foot Red Osier Dogwood@ 3;-4' OC 6 pots '1%, � � 4 ;;/ r�r - GATE I BY Pacific Ninebark @ 9 OG 8 tall P!PE ZONE - DETENTION POND CIRCULAR WIER Oregon Ash CO 6' OC 6'-d' toll - ' ��A -WATER QUALITY ORIFICE BEDDING _--__— -- TREATMENT AREA PLAN TING s---- 4 RIVER ROCK Scale: NTS a G �.o o e e o 0 o 0 / '` /�i 3" PERF PIPE ' B„ PVC 'I 514"-0 PIPE 2003-PJ45 X70 CL ° p o BEDDING ANDPIP —_--- -._ o 80 Q MATERIAL DATE 1 12/03 D - •� DESIGNED 1 G. HAFFNER __- -- NOTES:19, _ P 4 . • � _ w ENGINEER. R. SLYH A b� ' - 1. ALL CUT EDGES SHALL BE SAND SEALED WI.-,4f CRS-1 OR CRS-.? EMULSIFIED ASFHALT OR EQUAL. 6^ 2'-0g"I— 2" CLASS C ASPHALT 2. THIS TRENCH BACKFILL REQUIREMENT APPLIES .'0 ALL UTILITIES. CHECKED I I 12" 3/4"--0 CRUSHED GRAVEL- SHEE 1 TITLE COMPAC TFD SUBGRADE --- --' UTILITY TRENCH DETAIL 8 ''TE _ - DETAILS Scale: 1" = 2' HZ & VT l G, SHEET NUMBER--------- POND OUTLET DETAIL N 7 I e , ' - 2' HZ & VT PAVEMENT SPCTION CS Sole: 1" 2' .i7_ & VT C� HermosoWay. 7555 v PL.Pi12003-00613, SIT2003-0003: FINAL REVIEW C 5 a 100f 11 ro NOTICE: W THE PRINT OR TYPE ON ANY Illifl � lli ; lllllllll � l � llllllnl � IIIIIIIIIIII� IMAGE IS NOT AS CLEAR AS THIS NOTICE, IIIIIIIIIIIII4II !�111IIlIlI It I ,L/,L -IIIIlIII �II16 IIIi111IIlIII� Illlllllllll !II ! ! IIIIII(I � III� 111IIIIII�I�011llll� lllllilllllll � lllll1� �J (,� YL �� ���� - 1 -- -G1 - -- - ----1 -----L --- --- --� -- - - ___81 - II -----1 _-_ - - 1 --- -------1 - ----I J c IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT 11 -_- _ _- _ .---_. _.._ E 8Z 81Z LZ e13 Z ib9 $7, T+ I1Z Oz 8t et Lt 9t �t 16Tt s�t T311111 I I I 11 'I I 11 I I �� III IIIIIIIIIIILIIIIII1111I II �t�lll��� 111�Il 111111111!, l:��l� ►Il����lllll►��►����Illl!,LLllllll�l lllllllll�lllllllllllllllll lll.Wlllll��l.l. II�II,�I��Nlll . tl • uj Uj m r_ i— Z6' — — ---- ------- — -- --- - -- — - - — — _ - - _ --COMP051TION ROOFING L� _ -- - --- - __ _ - -\ - - _ ------ UjLu N 12 z z PROP 2x8 FASCIA 1 10 E 0 EGON 4 Expires:b-30-04 5/4x6 TRIINSULATEM V Ua0 0) GLASS 11HL ---------ji I -- 1 1 - _ _ _ - - - - BRICK VENEER P`r. WAINSCOT - - --- Lo Co LLI FRONT KLEVAT ION 1 SCALE: 1/4' : I' N i A- I fL p _--__ ----- _ u- cV G CI wo LU _ -- DATE -- 9-20-03 T SNEE>- )- RIGHT SION BL5\/AT10N ILW.1,4mrION HermosoWay. 7555 SCALE: 114' = I'-0' SCALE: V4� = I'-0' PLM2003-00613,SIT2003-00032 11 of 11 SCALE= ro 0 1 2 3 4 5 10 G`F 10 NOTICE: IF THE PRINT OR TY-JE ON ANY i ( l III III I I 1 III III III III I I III IIIIIII III III III VIII IIII ! I I I I IIII 11 III III I I I ' I I III III III !I I III I I III I VIII III I J I I I I I III III IIIIIII III III VIII I 1 111111111111 I , III ••I I I I I I I 1 1 I 121IMAGE I�, NOT AS CLEAR AS THIS NOTICE, 11 «<iii ---I---- - _�- -- �� - -61--=----- - - � - -- -��--- 10� -- ------- i IT IS DI IE TO THE QUALITY OF THE "°3e ORIGINAL DOCUMENTs I sz � 8z cz sz z Idz sz I z � >KL oz I s[ 8[ Li 9t s>< ►i IIIIIst IIII5 � c I s s ► s z t��,�� III► I�IIIIIII IIII! 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