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14800 SW SEQUOIA PARKWAY-5 W F- CL, SCALE. 0 40 0 20 40 80 160 In M e0 _� - - ----- O 0 N I I - - - 1 inch f --- - --- ZDD N FEEo N t. m C�- KEYNOTES: -� Z6 I all I' N_ 5694.1$ I I i 1. INFILL ISLAND W/ 4" P.0 C. PAVING ON 2" COMPACTED GRANULAR BASE. W 00,Q L_ E 4196.45 I - 6' HIGH CHAIN LINK FENCE L C p I I ' l / 2. VERTICAL CONCRETE CURB, SEE D=TAiL 4/SD7 Z 2g 30 32 3. CONCRETE PAVING, 6h" PCS r .' v'NG ON 4" OF )("-0" CRUSHED AGGREGATE BASE. U' N O� �. }} " .r " Z (n N N F.'+' 7C�' 42" E 62j-,L" _ _ _ 4. HEAVY DUTY PAVING SECI;ON, 3h" CLASS "C A.C. PAVING ON 8 OF ( -0 W . 0 0 rn -- X- -- o - ._ .X - X- _.__ -- X - X - - -X-._ ; .. X - CRUSHED AGGREGATE BAST ROW Of 20 SPA,NG AL fl' '''rf)I 'F :F r r r O C qj I tt .� n I 50.0 117.0 26.0__ 5. STANDARD DUTY PAVING SECT ON, 2h" CLASS "C" A.C. PAVING ON 6" OF g"-0" CR. ACG. BASE. W L- p 0 N 100.0' N TY'P. -W �N - W) T TT TTTT-l' 9 9 715 o�ANE 7 6. PCC LOADING AREA TO 8E FLUSH WITH A.C. PAVING, SEE DETAIL 9/SD7 z `;O�O 7. PRECAST CONCRETE BLOCK WALL, KEYSTONE OR EQUAL. DESIGN BY WALL MANUFACTI'„ER. LaJ '- a 9 SPACES ® 9'-81.0' 9 SPACES ® 9'=81.0' 5_SPACES O LI N - V ~ b 9'=45.0' 10 0 8. REINFORCED CONCRETE RETAINING WALL, SEE ARCHITECTURAL PLANS. • y C , o 4 MIN. 5'0 4 10.0' 7 9. EXISTING DRIVEWAY TO REMAIN. Q �� rn t 0 •e t0 0 r I _ 10. 8"0 CONCRETE FILLED BOLLARD, SEE DETAIL 12/SD7 v o a a N 89'20'42" E FE: 385 BEARING OF GRIDLINE 1 , �` � -,� 11. RELOCATE IRRIGATION CONTROLLER, COORDINATE W/ PACIFIC REALTY ASSOCIATES (PACTRUST). al 10 10 ll 10 10 v D21 12. RELOCATE PRIVATE ELECTRICAL CONDUIT. NOTIFY PACIFIC REALTY ASSOCIATES • -3 (PACTRUST) 2 WEEKS PRIOR TO RELOCATICN TO OBTAIN APPROVAL. ��-- TRASH COMPACTOR ' N 5620.09 13. 5' RADIUS. + I E 4275.56 14. 10' RADIUS. " I INTERSECTION OF o , 10 $ GRIDLINES A AND 1 n coMPAruu 15. 15' RADIUS. Z �. 40.0' /0.0' 42.0' '6. 20' RADIUS. Li 17. 30' RADIUS. O 10 18. 80 RADIUS. I,�J 19. 150' RADIUS. ~ p 10 20. 6' LONG PRECAST WHEEL STOPS, SEE DETAIL 13/SD7 L o J 0 I 1 THE HOME DEPOT 21. 12' WIDE SIDEWALK. , 22. EXISTING ELECTRICAL VAULT TO REMAIN. EXISTING 65.0' "� N 23. EXISTING 15' UTILITY EASEMENT. RIGHT OF WAY Q b d d 24. EXISTING PARK ENHANCI_MENT EASEMENT. tr 29 1 2F. PUBLIC STREET PAVING SECTION, 3h" CLASS "C" AC PAVING ON 8" OF )("-0" CR. AGG. BASE. - I I 23 GARDEN CENTER I 26 5' PUBLIC SIDEWALK, CURB AND GUTTER. ~ 27. PUBLIC CURB AND GUTTER. S a 28. EXISTING LIGHT TO BE REMOVED. to to 10 29. 20' HIGH CHAIN-LINK FENCE. 30. REMOVE EXISTING FENCE ALONG NORTH PROPERTY LINE. 5 LOADING SPACES, 15 WIDE 24 TONG. �> 31. CONNECT TO EXISTING O.D.O.T. FENCE AT NORTHEAST CORNER OF SITE. I o 0 29 42 0, 32. INE'TALL 6' HIGH CHAINLINK FENCE W/SLATS, 6" SOUTH OF NORTH PROPERTY LINE. 16 2� N Ci 14(.' i EXI END 15 FROM EAST- OF S.W. SEQUOIA R.O.W. TO O.D.O.T. FENCE. i A 355' ^ ''¢'i�.r°' 80' MIN. I Q LEGE 1�C D o 00 x • rn - -�-- PERSONNEL DOOR 22 1 I :o o o r` T T 2 1 M p' 6 �`'�~ 5.0' 14 2 o ISI ;.. Q DRIVE-IN DOOR - -- f I 61.0 61.0 61.0 61.0' 61.0' 48.0 z I � 17 I I 0 � �- -�` _--�-`___'_---;�`_. -- M r► DOCK DOOR ` 20.0' o Q x Ir T' 11- 9, ,,f ,i `� ----- EXISTING 2" GAS LINE (N.W.N.G.) a _ 18.0 18.0 25.0 ,18.0 18.0 `� Q 14 , Cn 9. TYP. TYP. TYP. TYP. Tl'P. I --- EXISTING UNDEGROUND POWER (P.G.E.) l 16.0,__43.0' 61.0' II .. ; + I {�- - ---- at 9 I ( ------ T - - EXISIIN. UNDERGROUND TELEPHONE (C.T.E.) , 4 -- w m ;5 19 �I < -- E - ---'-- EXISTING PRIVATE UNDERGROUND ELECTRICAL CONDUIT (PACTRUST) LLJ � V9' Ue a-L�1 -- b �0 Q 6'lEXISTING STREET LIGHT (� 1 18 _ 24 �I�n cn 9' I--- 4 I 6, HEA'/Y DUTY PAVING - SEE KEYNOTE 4. - II a ) 9' moi, :2 ( \ , `O g 8 9 11 11 11 11 11 it '�, 7 7 11 11 11 11 I STANDARD DUTY PAVING - SEE KEYNOTE 5. bj 12 L6 L6 _7 PUBLIC STREET PAVING - SEE KEYNOTE 25. f ' 2 \ 0 1-- b I L i �\\ 'o --- wry TYP. I i L rr0ITE ANALYSIS: + I 0) f CY) F D�I N ��� Q• t Q I � b 1 � IF- l i® '_ _ ® --- I H DOTAL SITE AREA 485,550 SQ. FT. ; m CL z 1 II w 5 w 5 V) TOTAL BUILDING AREA 102,370 SQ. FT. ` CL - a TOTAL GARDEN CENTER 28,980 SQ. FT. a a �. � rn 8 I Ii o o I Z LANDSCAPE: „ 15,504 �' I 10� 10 10 10 10 10 10 10 10 10 9 10 10 10 10 K REQUIRED (20%) 97,110 SQ. FT. ( ) 110,175 SQ. FT. O I � I I m o PROVIDED 23% ' CY C LLJI 1'I I PARKING: 235,155 SQ. FT. \ , r 25.% G� i � � �' I SAF 93-CXR D� osscety (� I _ ._..__\. I I .� - - TYP. rn o r REQUIRED; (1) SPACE PER 400 SQ. FT. u..,,,. . . . ..... .__.... qRL KORO P rn a oo i N 2020 '� II q PROVIDED; Jc,b Address:�s�SL� (�LO�c:L DATE: TYP ® ® LOADING 5 Date: 1� 1 4/2/93 1 ( I ® F- a w COMPACT 5001 w N DRAWN BY: 12 I Q HANDICAP 14 (2.7%) S.A.S. N ' j I {- - a W _ to Q 1 g 1 I I TOTAL 520 (2 SPACES/400 S.F.) CHECKED BY: a04 CL - N TO INTERSECTION M I N 4 2. KA.K. STA. 30+96.53 SEQUnIA= � ' I � 11 11 11 11 11 11 11 11 11 11 11 7Y'P. 11 I J FANN � � REVISION STA. 15+48.77 CARDINAL 1 f vi 12 12 I N=4897.92 I� I `' Id ►v 13 1 sw wALN(/T z, _ EDITION CLOSING E=4203.01 1 I I 25.0' S 7 SPACES �5 7 SPACES cO 2 v_ 19 _ n o DATE: 14 .0 0 2 ��-� ¢o.o, 13 13 TYP. De �� SITE LOCATION 1 x 3/31/93 n -- r/ • O I I _ �'� SW GAARDE 1 �- .� 7 �I I � McDONALD ST. �� # =E I I -. - _-T--- T T 4 70,76 S89'31'37"W 176.38' 10' MIN. O /. ,! � 12 ------ MTM• RD. BONITA RD r r 71_0' 45' MIN. euu ..__.__ _ .. _.��. -• � ' �� - i' --" - __-___ _- -- � -.,�.__ _12 SPACES ® 9=108.0 �.- -- 25 - ' e oo °�: t7 00 76 t oo is oo S 89' 31' 37" W 239.59' ��' el S.W. CARDINAL LANE _ I �. .1 ♦ _ -$ 1_N - - .---;-.--- �$ • 1___-.__�� _ ._ N89'31'37"E a / a I w 27 - - $9 31 37 E �'' �' - _ _ - I - CARDINAL. LN DURHAM RD. _ - SEQUOIA PKWY. -__- /' __ __ \NEW 40' DRIVEWAY 0 NEW 25' DRIVEWAY \\���. �♦ �7� 91y `.rQ c4\- .7 �� MACKENDAt.EEN�NEERING INC. RESERVED P J I H. I i Y I V - / NJ�N aVf+ 1 / w (EtOt��o tHESEe DRAVANGSIR E THE PPRQPERrY OF V /1`✓-,/J Cy`• MACKENZIE ENCINEERINO INC' `y�E.1. 1 /f AND ARE NCT TO SC USED OR RECO- e PROPOSED PUBLIC m DUCED IN ANY MANNER EXCEPT NIT11 / CENTER OF CUL DE SAG rIE PR13rt WRITTEN PEER ISCE& O M1 J( STREET DEDICATION I �- SW TUAunN RD. OF S.W. CARDINAL COURT. I SEE PUBLIC STREET SHEET DRAWINGS BY M.E.I. R� R.C.W. CURVES SW NYBER �--WATER WELL AND ASSOCIATED A = 83'43'08" 9 � �- ELECTRICAL AND PUMPING FACILITIES R _ 37.50' ,x` lop � L - 54.79' ��- IS D 1 N \ R - 20.00' SITE PLAN L = 17.45' VICINITY MAP �� 1� ��F 7 3l � = 279'59'23" ,1nF+ !,10. 1 SCALE: 1"=40' C: \ R = 50,00' E) L = 244.34' 19 /7439 f SEQUOIA PKWY., 74800 _- AS SUBMITTED FOR GRADING AND UTILITIES PERMIT '4/2/93 SIT 93-0008 1 OF D IF THIS DOCUMENT IS LESS 7TITT� �T"7�T'T�T 11 l T Ipm ITT T EF TT�T 1 1 I'� 1 � � ��,� ��I r� J I I i T� �P �TI ' AUGUST 1 1995 �y LEGIBLE E TC THIS NO't'A'1'1�IN, __--- -- ___.�.=1___ ��__ �L_..__ _--- �_ - 1 _--- 1 _121 AUGUS I 3v y I't' IS DUE, T(. THE QUALITY CE' No Oe 'I'lIE ORIGINAL DOCC:9ENT. 015 Z 88 L�Z Z Z S �8 �IL ��Z I 8I �LT 8T 9i I YT Si LI TT OT 8 L 9 4 �S r7ilill �T7�,11111III II 1!111111l 111 111Lll►1 Ifl,��l11111 J W lll!III► 111ll!II111►ulll r i1 AL- -rA /ACSM I_AN D TITLE SITE `i-SURVEY Ld - L 1�R 4 �_ --- - HOME DEPOT u A . ) I N L . cl- a)JOHN E. SMETS o' o TRUSTEE OF THE SMETS FAMILY TRUST I BURTON I GEVURTZ PROJECT NUMBER 92038. 02 TIGARD o 00 0300 F.L. {3 (D .I 1 ,pA 1771 i '` '�' co FEE NO. 91 -61227 FEE NO. 91 -6122 FEE NO. 86-29335 LOCATED ��'I S. W. c z x C11 164 15 F.L FEE NO. 91 -61229 16679 E.P. _ SEQUOIA PARKWAY IN THE NORTHEAST �, �.... 1N�° +, 'ug ONE - QUARTLR OF SECTION 12 TOWNSHIP 2 SOUTH RANGE z } a v FOUND I IRON ROD WITH , d 1 2 S TORY in YELLOW PLASTIC CAP °�° 1 WEST W I L L_A M E T T E MERIDIAN - IN.15 T . '66. c N STAMPED 'M-M PLS 940" «� .L , ' IRON ROD to L BUILDING u O I �, WITH CAP I A.C. NOUOND [" IRON PIPE VJ a o I ,plp3 .L 1°''3TBM-E V= 165.62 100.5 175.3 D 1044 186.72 E.P. CITY OF TIGARD WASHINGTON COUNTY REG Z � �' I ' 7?.5-- 105.3v POINT OF WHIN dM 1a.1 FOUND IR N 0 1801 p OREGON m v 154.7 N 6 8 2 „ 6 4.41 _..�a�44. } , . . 69. ' ' SEPTEMBER 30, 1992 17.11 o a, a) I i 165&1 iG � • _=Ib�J.� -L1�._, - - `_ _ � - U C . M X- 4'�3- X-- -18. X i OW OF -3" LA 8-1 PA G A G SO T SIDE F NC + 4o p C 0 N 166.{3 lea --i.E. -1!1 765 - - - '�- _ i i 161.3 _'� _-- - � SCALE w p � .7 18,. .4 -- 7 01 170.4 171724 n. e0 6' H H CHAIN LINK F NCE ' 41 It= ' Z = O O 5.7 65`----�� 1577 , ,73., >9.°� a 1 40 SYMBOLS LEGEND: -- - . - ►., --� 187.77 E.P. N 0' 24, W 6.4 G L- '55 � O � Ies.o tle 1 , o 13639-Ie3?��-`� e 4 ° , } <n LE=159.4 ,551 ��_ _�!� 171. �.0 183.9 - - I� N ) 1634 ,a 173, \ FOUND I" IRON ROD WITH 12 P PGE CABLE IE] ELECTRIC BOX \[ IV) �o CTYP. 69. ALUMINUM CAP STAMPED SHD 77 T GTE CABLE L STREET LIGHT BOX U _• p Q7 165.67 L. / 167 a 169. _ B" PLASTIC PIPE 'IN X <t t 0 u617 rc I,: 17x, 7 BM-ELEV.= 84.72 cn Ile I.E.-163.3 ,174.4i 1671 0 7.0 40 80 120 160 ? (0 O 3 ti 657 t TV CABLE TV CONDUIT m CATCH BASIN �>_ U �� eZ n- 166. t°6. j- 5 "' \ IN 72 E.P. VICINITY MAP W WATER LINE •� SIGN 5688 (,p3 6' HIGH CHAIN INK FENCE TRACT "A" 166.31 C a ca,°1 '�•° 166.7. 70 y 3 S SANITARY SEWER LINE STREET LIGHT ,63.1 aa. 169.4 42 - ST STORM SEWER LINE A FIRE HYDRANT 0-I I 1171.) , .7 - (PACIFIC REALTY ' S3 L I "" 1 •° _ __ 639 c 755 CENTERLINE ROAD • VALVE 0 ,es ,17.7 / a, 166.9{F. 162.2 ASSOCIATES l..P.) N I - EXISTING EASEMENTS i) MANHOLE 6 5 % / ` Ie6..0 � 1{9.71 IN: up TEL. M.H-_ i ; c 166.3 -_1 R.O.W. / PROPERTY LINES POLE z .� 18{.67 .c au a 7e 166.7 2 +315 p � 166•.11 r.L i8/,. 1085 II.9 leg _ -y I -i 158.62 T.C. / 170.3 ,eGUARD AIL I i -c rAS LINE ■ WATER METER 0 172.5 20' 106.10 20' L ° / / I 73v 180.9 RIM= 189.5 -- -- - L'F5 1 i0N LINE O MOUNTAIN ASH (SJRBUS) t J 5 / m. 78.7 1.E. 186.0 E 12" ST - -- - ,7 W / 6 0.3 S �+ BUILDING SETBACK ® PAPER BIRCH LdETUI.A PAPYRIFERA) N RIM=166.73 LE.=(158.28) 19,7 N I LL I E.-457.93 Iee,67IN - �� I 3Qp Z -E ELECTRICAL CONDUIT © INCENSE CEDAR (LIBOCEDRUS DECURRENS) p O 7. I X67.3 1662 ,695 171J 173.0 '174.] , 759 17 e 176.7 �I d lee. 4 c I RIM=190.77_ __-- 14 164.3E Fc J leen / / 176 LE.�87.6 is ' v p x--- FENCE LINE O DOUGLAS FIR (PSEUDOTSUGA MENZIESII) 65.bope.12 FL I / 1614 I°70 I CONCRETE SIDEWALK O WESTERN HEMLOCK (TSUGA HETEROPHYLLA) �, Q `> I • FD 5/8" IRON ROD WITH CAP M NORWAY MAPLE (AGER PLAIANOIDES) , � 167.6 STAMPED "DEA INC." 0 8 I 187. ,6tl 6 m 16607 t6 100. 171.6 •l+j 1753 ,'3I�� L` IJNLE,�S NOTED ® LODGEPOLE PINE (PINUS CONTORTA) (Q ,e'o6,c 15 FOOT PUBLIC UTILITY EASEMENT !!� 45O IT. ELEV PER PLANS O GIANT SEQUOIA (SEQUOIA GIGANTEA) y 76 7 )17.. 57.09 T. e 5 PER FEE N0. 89-33389 -• ' '6I L ; s3 PLASTIC PIPE I _ l.E.=155.1 633 _6 W r 76tNN StJPWEYOR'S CERTIFICATE NOTES u7. 0 , ,a 1657 1892 nos 171.4 174.1 , 9 17f •17 0 LLJ v 752 7 r 0.2' i�PTEMBER 30, 1992 1. THE BASIS OF BEARINGS OF THE LEGAL DESCRIPTIONS AND THIS SURVEY a % I 1 1 ( 102.67 E.P. ARE BASED ON THE PLAT CF PACIFIC CORPORATE CENTER AS RECORDED IN . O 1' , 2,5 THIS SURVEY IS MADE FOR THE BENEFIT OF: BOOK 71, PAGES 38 THRUUGH 41 OF WASHINGTON COUNTY PLAT RECORDS. RIM- 192.2 l.E.=181.8 N =_ 3i I 1 9.5 181.9 S HOME DEPOT U.S.A., INC., AND 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SIDNEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO i 182.2 E TITLE INSURER GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH •153.7 O.i. ST- UTILITIES 1N THE AREA, EITHER IN SERVICE OR ABANDONED. THE i I' 165.3 j 5' 62.4 SURVEYOR FURTHER DOES NOR WARRANT THAT THE UNDERGROUND UTILITIES 167.40 I' Ie0.4 non 14" ST � 1 b. fez e y 1n s +u.3 ;Sao n e 179, 1, DEANE BLA[R, REGISTERED LAND SURVEYOR DO HEREBY CER"1FY TO THE SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY , 4 4 AFORESAID PARTIES, AS OF THE DATE SET FORTH ABOVE THAT I HAVE MADE 1HAT THEY ARE LOCATED AS ACCIIRAT-LY AS POSSIBLE FROM INFOP.F;;ATION C 15709 F.L +eza .+. 193.68 E.P. A CAREFUL SURVEY OF A TRACT OF LAND DESCRIBED AS FOLLOWS: AVAILABLE. THE SURVEYOR HAS F OT PHYSICALLY LOCATED THE UNDERGROUND {asp Tc. +675+ c. 7 I z UTILITIES. BUILDIN CLEANOUT , 3.5 or) /^SETBACK co to LOT 9 OF THE PIAT OF PACIFIC CORPORATE CENTER AS RECORDED IN BOOK 71, LINE Z M C7 0) PAGES 38 THROUGH 41 OF WASHINGTON COUNTY PLAT RECORDS, LO(-;,TEG IN THE 3. ZONING = I.P. (INDUSTRIAL PARK) N 1B071 / 1 .o LL' 00 W NORTHEAST' ONE QUARTER OF SECTION 12, TOWNSHIP 2 SOUTH, RANGE 1 WEST, MINIMUM BUILDING SETBACK: FRONT = 35 FEET RIM=167.13 1 i m LL' OF THE WILLAMETTE MERIDIAN 1N THE CITY 'IF TIGARD, WASHINGTON COUNTY, PER CITY OF TIGARD SIDE = 0 FEET ' 16765, I.E. 161.35) U) ,84.5 0 Q OREGON; SAID LOT 9 ALSO BEING DESCRIBED AS FOLLOWS: ZONING ORDINANCE REAR = 0 FEET I 'S teat e>> roe vl� :9 I / n I 79 bee V' 174 nt^ 177.3 80.0 I1�• d CHAPTER 18.68 < T- -+ AULT w W BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 9 OF PACIFIC -1u" S �' Y (�� w a CORPORATE CENTER; THENCE TRACING THE BOUNDARIES OF SAID LOT to THF BUILDING HEIGHT RESTRICTION = 45 FEET. --� 167.82 T'C. 167.7 c. - 1.11 \/ CL LD , 194.79 E.P. FOLLOWING COURSES AND DISTANCES: NORTH 89'20'42" EAST, 624.41 FET: 1°7'3°FIL i ° �-"-'' T V , CAN 4C'_ M .p w Y THFNCE SOUTH 0'24'36" EAST, 798.38 FEET; THEIJCE SOUTH 89'31'37" WEST, MAXIMUM SITE COVERAGE = 75% I I LOT 9 V 584.09 FEET; THENCE NORTH 0'28'23" WEST, 32.50 FEET; THENCE SOUTH INCLUD'NG BUILDINGS AND IMPERVIOUS SURFACES ` CN ~ O 89'31'37" WEST, 1.75 FEET TO A POINT OF CURVATURE; THENCE ALONG THE (MAY BE CONDITIONALLY INCREASED TO 80% T _ T o.2 e''•3 170, 11 . 384 ACRES Z I N G I. P. w' e e j1 O Q 000 ARC OF A 37.50 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ) TV V TYP. ;0r 0 ANGLE OF 89'59'07", AN ARC DISTANCE OF 58.90 FEET (THE CHORD OF WHICH 4. ELEVATIONS OF THIS SURVEY ARE BASED ON NVGD 1929 DATUM BASED ON W I V) 167.43 F. 6tl 5 0 u- U1 Z BEARS NORTH 45'29"50" WEST, 53.03 FEET) TO A POINT OF TANGENCY; OREGON STATE HIGHWAY DEPARTMENT BENCHMARK "Z-672", A OSHD BRASS M 1717 0 O ' ° � q THENCE NORTH 0'29'16" WEST, 726.41 FEET TO THE POINT OF BEGINNING. DISC IN CONCRETE SIDEWALK AT THE SOUTHEAST CORNER OF THE BRIDGE 0D fn I I 70.2 (495, 887 5 Q. IF T. 1J.S �I 175,2 1 O N OVER 1-5 ON BONITA ROAD. BENCHMARK IS LOCATED 1 FOOT WEST OF THE 6o \ 1 1�4 176.2 180.6 4. -i tri CONTAINING 498,8'87 SOIIARF FFFT OR 11 384 ARRFS, MORC O^ LESS. EAST END OF THE BRIDGE AND 1 FOnT SOUTH OF THE SOUTH CURB. ry s91 563 792 189.1 1 ,9T 73 E.P. ELEVATION = 202.884 FEET. ry 3 04 6f FACIE--IC REAL I Y 53. 6 , 7.67 .0 \ 66 1 FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND 5. STATIC PRESSURE AT FIRE HYDRANTS IS 80•-SO P.S.I. > I 793 S 0 C I A E S L. q BELIEF ACCORDING 'f0 THE NORMAL STANDARD OF CARE OF SURVEYORSI R M 1 a169.0 169.8 �A'S 19 1734 I e,9. w I - 95.44 PRACTICING IN THE STATE OF OREGON, THAT: 6. NO NATURAL WETLANDS OR WATERSHED OBSERVABLE ON PROPERTY. Iwo y 1733 17°.5 J LE. 185.6 N-S 12" ST �" 18' 1 7.60 F.L I 7p4 I.E.=(1EO.45) I "62 181.1 I 189.4E o7 1. THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTL Y 7. NO VISIBLE EVIDENCE OF EXISTING OR FORMER FUEL TANKS, TRANSFORMERS w o� a I ep4 I 187.0 I 9.;e SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS AUTOMOBILE SERVICES AREAS OR OTHER FACILITIES WHICH MAY HAVE INVOLVED 8" S 8" S 166 S 1 Y SITUATED ON THE ABOVE PREMISES; AND THAT THE PROPERTY DESCRIBED HEREON THE USE OR STORAGE OF HAZARDOUS OR TOXIC SUBSTANCES. THE SITE WAS �N 2 I a 0 1S THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE PREVIGUSLI. OWNED BY FOPO MOTOR COMPANY WHICH USED IT AS A PRE-DELIVERY RIM=168.13 77 1 8758 ,pp, 166.7 / I RIM=1 5.41 196.70 E.P. m COMPANY OF OREGON PRE-1MINARY TITLE REPORT ORDER NO. 723475 DATED OCT. SITE FOR AUTOMOBILES. THE PAVEMENT AND BASE ROCK WERE REMOVED AND LE.>+160.08 til x.31 79 �� 706 I 17192.9 W 7, 1992 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SUBSTANTIAL FILL PLACED OVEP THE SITE. 1 8.5 636 a n 1171 SAID TITLE COMMITMENT HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED ,683{ c 'n 1704 138 75 d AS TO THEIR EFFECT ON THE SUBJECT PROPERTY; THAT' THERE ARE NO 8. NO OBSERVABLE EVIDENCE OF CEMETERIES. 7" 77., ' 4.2' Ln BUILDING ENCROACHMENTS ON THE SUbJLLT PROPERTY OR UPON ADJACENT Q 16M30 I 0„° I I t 86 N LAND ABUTTING SAID PROPERT11 UNLESS SHOWN HEREON. 9. THE "POSSIBLE WIDENING* OF INTERSTATE-5 1S ONLY TENTATIVE AT THIS TIME AS 168.0 ' 1 Y 3 W w TO LOCATION AND WHETHER THE WIDENING WILL ACTUALLY OCCUR. IT HAS NOT BEEN O F-- U 2. THIS MAP OR PLA' AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN FUNDED AT THIS TIME 9Y THE ORFGUN DEPARTMENT CF TRANSPOR I ATION. is sulll pz 1°72 166.6cr Q q ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM Q 16604 L. N 6e 76 ' 9.6 ,706 f- I LAND TITLE SURVEYS*, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM I I I I mo I 9+7s EP. IN 1988 AND MEET:; THE ACCURACY REQUIREMENTS OF A CLASS A SURVEY, AS (L ,66,41'.1. a 7A"Lri , 3p ,6 0 DEFINED THEREIN, AND INCLUDING ITFMS 1-7, 9, 11-13, AND 15-16 IN f" W1 M1 H ,75, U- TABLE 3 CONTAINED THEREIN. /\ 16862 .C. I - 166.7 In.2 7. 0 W REGISTERED L) In 16859 00 II \ e , e °'' O1/ 3. SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE PROFESSIONAL I 4 � ? Z DESIGNATION "C" 3Y THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT, UTILITIES: LAND SURVEYOR LOT 1 00 168.20 .L 6e.90 IW , 0.0 Z `" ON FLOOD :INSURANCE MAP TITLED CITY OF TIGARD, COMMUNITY PANEL Q < 8" IN • a L; LLI NUMBER 410276 0005 B. DATED MARCH 1, 1982, IN WASHINGTON COUNTY, NORTHWEST NATURAL GAS GTE 1 _ 5 698 7 1684 1662 I N STATE OF OREGON. WHICH IS THE CURRENT FLOOD INSURANCE PATE MAP FOR 220 11W 2ND AVE. 12460 SW MAIN Sl. (PACIFIC REAL > Y e + 169 THE COMMUNITY R,1 WHICH SAID PREMISES IS SIT( ATED. PORTLAND OR. 97209 TIGARD OP. 97223 0 1- 16°.3, L. 1 TRE M =165.3 LJL 198.79 EP. (503 220-2415 (503) 62 7560 'I- ~ 66491 T�c. 16 165 ) e_ FCOgN ASSOCIATES I_.P.) I [n 196 4. ALL SET BACK, SIDE YARD AND REAR YARD LINES SHOWN ON THE RECORDED p�4 ' 4 BWa LIjLi- p v 6 - T 6 1814 1701 „20 PLAT OR SET FORTH IN THE APPLICABLE ZONING ORDINANCE ARE SHOWN ON THE TIGARD WATER DISTRICT PORTLANC GENERAL ELECTR'C t L 1,6885 TIC I if Ae.s ,;4, N SURVEY. 1 loll a s 7 1763 cn 8777 SW BUFNHAM RD. 121 SW SA'_MON `>• v I +6e 76 a ° n e , 4 3 GUARD - ° 7cniUATION ONTROLLER 1794 rtp d RAIL TIGARD OR. 97223 PORTLAND, OR. 97201 ,68.44 1. B / I I 4,1--+, 5. THE PROPERTY HAS DIRECT ACCESS TO SW SEQUOIA PARKWAY, A DEDICATED (503) 639-1584 (503)64:, 5454 F- 1 AND PUBLIC STREET. DATE: E P (� .9 17 7 lees I CITY OF TIGARD OREGON STATE. HIGHWAY DEPARTMENT 4/7/93 �- ,6s 53 .L L' ° 4 L1 ,692 13125 SW HALL BLVD. 9002 SE McLOUGHLIN BLVD. / 6046 199.78 E.P. ---- (503) 6.39-4171 (503) 653-3106 DRAWN BY: � Q7 al OG 9 I J � TIGARD OR. 972.^.3 MILWAUKiE, OR. j ,69.05 7 . 558 Q e, �s I 1 DEANE W. BLA1R R.L..G. 1981 RIM 168155- 16917 c. 7 n $"�' r 00 live (/"1 LE- 163.15) n 687 7. CHECKED BY: 1 9.10 je6O 174.{ - W EASEMENTS AND ENCUMBRANCES i $T 7640 1705 1 17 163.2 J h 180.4 I7e.3 REVISION to W THE EASEMENTS SHOWN HEREIN ARE AS TAKEN FROM FIRST AMERICAN TITLE Teel LIA• . ^ p Q =89" 59' 07" INSURANCE COMPANY OF OREGON PRELIMINARY TITLE REPORT' ORDER N� 0 + 7 8 �1 EDITION 0 12" ST N0. 723475 DA-IED OCTOBER 7, 1992. NO INDEPENDENT SEARCH '^' ? 16 1• •-394 '7� =37.5 M. 191.1 A = aIjy FILL. 9 �p / ,74.3 / 191.7 1.E. S 200.78 E.P. WAS MADE FOR RECORD ENCUMBRANCES. REFERENCE IS MADE TO SAID TITLE - �N CLOSING (h , 1Ec / OO 131.2 N REPORTS FOR ALL MATTERS REGArDING LIENS, TAXES, ASSIGNMENTS, x 2 0'n DATE: 632 T 9 I C = N 4 28' SO" 117 t 7 1yg,1 r ? COVENANTS, RESERVATIONS, AND RESTRICTIONS. ITEM NUMBERS SHOWN Z lad i � 53.03 1 , HEREON ARE NOTED AS EXCEPTIONS TO SAID TITLE REPORT. THE ITEMS 7, 4:0 r c ox 54_�__ 70.4 H I ' +6 I NOTED AS "PER PLAT" REFER TO THE PLAT OF PACIFIC CORPORATE CENTER ) X TJ 13 1144 1164 7vv j / RIM=20 .98 AS RECORDED IN BOOK 71, PAGES 38 THROUGH 41 OF WASHINGTON COUNTY 166 12 9 v, les.^. - - J RIM-169. 1 6494 r.L - u9.• 3'1' 37" W 1.75 760 175.5 I I LE.�97.8 W PLAT RECORDS, RECORDED ON DECEMBER 21, 1989. I '11Aeo r.c. 1669 7c ' 8% 23' , p 1 14.14 T_- T IN,? F.LT , ei fL 188 6v,a 64.D S to°� 4 40.0 201 PRELIMINARY TITLE REPORT ORDER NO. 723475 EXCEPTION NO. q6206 03 E,P. 16 �J°t1 Lt'' 0 E + 16{.53 FL r N'®s 28' 23" W 32.50 - 1761 1D7•' 3.9' r -- 9 LIMITED ACCESS PROVISIONS IN DEED TO THE STATE OF OREG)N RECORDED "- ,e n r. `' 1 11 °'0 / „ :,7 5) LIMITED ED ACCESS PROVISIONS IN DEED TO TH1 STATE OF OREGON REC �- ) A.C. 6 -N 0' 28 23 W 22.50 ew.+02.30 DEC. 18, 1940 IN BOOK 194, PAGE 652, WASHINGIJN COUNTY DEED RECORDS JAN. 8, 1923 IN BOOK 904, PAGE 493, WASHINGTON COUNTY DEED RECORDS _SLOPE EASEMENT P R FEF N 89-33 91 e 9 � - NOTA:: PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM NOTE: PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, cROM S.W. CARDINAL LANE _ I I °9' -. OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED ---• 110 ,69.2 1703 172, 1776 170, \ '4t n BR SS 169 a '6°6 R3 S 89' 31' 3 W 584.09 '813 18 15 5 / ' S CLEANOUT FC1R SHALL ATTACH TO TNF. ABUTTING PROPERTY. FOR SHALL ATT.,CH TO THE ABUTTING PROPERTY. c (CITY OF TIGARD, W I w LUND }" IRON AFFECTS: EAST LINE OF LOT 9 AFFECTS: EAST LINE OF LOT 9 -- 180., IN FI EDGE OF 1°0'6 11) EASEMENT IN FAVOR OF CITY OF TIGARD RECORDED JULY 24, 1989 AS 12 W---' ROD ITH C�h 6) EASEMENTS FOR UTILITIES OVER AND ACROSS THE PREMISES FORMERLY so r.L. N - ® CONCRETE ' 191 FEE NO. 89-33389, WASHINGTON COUNTY BOOK OF RECORDS FOR PUBLIC UTILITIES. M-pLEV= 194,7�y 1 )076C f P INCLUDED WITHIN THE BOL NDARIES OF ALLEY, NOW VACATED BY BOOK 555, I_- se.o Islas OF PAGE 264, WASHINGTON COUNTY DEED RECURDS. NO EVIDENCE OR RECORD-) AFFECTS THE 'NESIERLY 15 FEET OF LOT 9 AS SHOWN. MACKEN.IF LNIANEFRING INC ----- -- - ° eF :c to lee�,�+F f 1p,. 6 2 2.e OF EXISTING UTILITIES IS THIS ALLEY WAS FOUND ccl 1993, ALL RIGHTS RESERVED a 186.01 F.L °.gIT.O. 1690 J 1 6 12) EASEMENT IN FAVOR OF CITY OF TIGARD RECORDED JULY 24, 1989 AS FEE NO. 89-33391, WASHINGTON C7UNTY BOOK OF RECORDS FOR SLOPES. 17138E DRAWINGS ARE THE RRppER1r u1 16113 F.L 7) RESERVATION OF MINERALS BELOW A DEPTH OF 1000 FEET IN FAVOR OF MAC:KENZIE ENGINEERING INJIp'q('. .IR) 1703 11'4 17 L T 17 7 1614 1�1 183.2 Imo 199. SOUTHERN PACIFIC COMPANY AIN) RECORDED IN BUOY' 614, PAGE 416, AFFECTS THE SOUTHWESTERLY CORNER OF LOT 9 AS SHOWN. ANDFARN ANY MANNERSEEMCEPTRWITHn- n 180,0 WASHINGTON COUNTY DEED RECORDS. AFFECTS ALL OF LOT 9. 1"r PRIOR WRITTEN PEAMISSION of M.E IRON ROD i� lot'J° L 16561 1c �T , WITH CAP IN 169. + , s 7 21 (P I F C E A T Y ° / t9 s 8) EASEMENT FOR MAINTENANCE OF AN EXISTING RETAINING WAIL IN .-AVOR SHEET 0.0 200,5 OF SOUTHERN PACIFIC COMPANY RECORDED SEPT. 9, 1966 IN BOOK 614 MONUMENT BOX c 16 53 FL 169.1 9.8 70380 F P. PAGE 416, WASHINGTON CJUNTY DEED RECORDS. THE RETAINING WAL., C7 I' '^ A S O A T S P• / REFERRED TO (WHICH IS NOW FILLED OVER) WAS LOCATED ENTIRELY TDM-ELEV= 169.09 Iw99 L 10 06, SOUTH OF LOT 9. DOES NOf AFFECT THE SUBJECT PROPERTY. 169.55 F.L. 6' N LOT 2 70.01 T.C. Ilse 9p Tee 4 170.2 \/ C T J 1176.° toe.{ ! .0 170'00 -_WATER WELL AND ASSOCIATED ,. , ' V 1 166.1 201�2 8 A.C. c +0.3 RIM 170.00 ELECTRICAL AND PUMPING FACILITIES 1f62 1791 e:e leas+F.L ,eo.w .L LE.m(164.00) WATER FIRST FOUND AT DEPTH OF 452 ,e. t 7 D SD2 � (PACIFIC REALTY � (FEET PER 1990 WELL LOG - STATIC / I e / to9.9s To. 169.93 C. // ASSOCIATES L.P.) ,89.93 WATER LEVEL = DEPTH OF 101 FEET). l �'' •20" D FIR DAVID EVAPJS AND ASSUClATES, INC. CD 167.6 / 1 1v/ 7e EP 2828 S.W. CORBETT AVENUE 2 PORTLAND, OREGON 97201 OF 7 d- I (503) 223-6663 to.7 r 196:1 JOB N0. N I 19?439 all SOf 9 IT -0008KWY ,.a� AS SUBMITTED FOR GRADING AND UTILITIES PERMIT 4/2/93 f IF THIS DOCUMENTS�I,ESS i TT TT TT TTrtl 1 T 1 1 IIT l 111 IT T 1 TIT MITI Irl r111] -''1 �_- 2 '_..!_ -� -_41--- -- - --1- � �_�- -! _ TOT l� -I 12� 1996 1� I` 1 T AUGUST 30 S r I LEGIBLE THAN THIS IJO'1'il'PION, - T ? IT IS DUE TO THE QUALITY OF No 30 THE URIGINAI, DOCUMENT. ( dE f Z 88 r1i til I L 9 91111111 IIIIIIIII IIII�IIII IIII�IIII�IIII�III111111�II1111111�1111 II Illllllllllll11111 Illl�llllllllll IIIIII�IIIiIl11�1W11111Ill1W1JllW Illlllllllll ' 111111ll111111111�1►�I►II IIIA �I�I �I��iNll1 p 1 LLJ 01 U) Ct M ao SCALE_ O 0) 04 40 0 20 40 80 160 U 10 Go , +164 16' ��----� -- - - - ---- --- L0 N 1 +164.68 I +11+81 9.4 1 inch = 40 ft. Q Z p u STURY 0 • M Q to 11 T.C+ I II CONCRETE Q f.L.1 �� � A C L__ BUILDINGT W N O 6' HIGH CHAIN LINK FENCE u Z m I • +163.3 f I 168.5 / +184.4 72,5- 166 c-T�� +163 t r + +175.s )I +180 3 c �+!Po'7 ,/ + + $ 2 LEGEND Z o 0 0) _ - - to 34 1 4. - + E 4 �'8 + 6.7 LJ.I • 001 W o N 16 83 T. 1 _ � +1 8 _ p p � 8 t t 3 r, ,p_.!I1 m 116%24 F L. -�' ` EXISTING CONTOURS /� N 165. 180 Z L3OO 65.92 tl,' 1i14 / \•r,73. ''" I _.~--- -t -___tet=:_ `'1--_ o, • �`� �.-- i- PROPOSED SPOT ELEVATION ' F Ti; ; _p m i 165.95 �.r .• 1 +� o \'•. X68.8 + 7,7 =rn 0 o +167 i ts�.5 \ `+172.\ \ + �- \\\ I EXISTING SPOT ELEVATIONQ c tC O t ti F y i 6' HIGH CHAIN LINK FENCE ` V O d Q_ rm SHEET FLOW --� tE6'29 t V as 1 1 11 _7 11 \ 165. 0 CB \\� h rTI-171. +t6e.Z 166.31 C J r i• 7.9 ` \ 8 0 +169.4' 16 i 0 i + 8.7 66.39 T C. 1 0 ,�"�� 1153.96 F.I a I 117 1 0 i - I w _ I CB I 182./. I 1 r , . �l +166.5010 a 165 0 1 ^' 1 ,� GUARD RAIL 7- 1 � TEL. M.1 +166 3 I 166 57 T.C+ 6C +166.7 +166.11F.L. �G +1E7.4 E 9 p / +16R.5 . +170.3 'n� I ! 166.62 LI). ll ;` +172.5 - 1 0 I +'�11 1 p II v 16518 F.L 1 t 6 f/ 1 17 .7 Ti 80 9 ` Ou �0` 20 �► I - ' +17 .5 •1.178 twNv 166 67' • L� / / i d! 1 i I t 9 +167,3 +tEB.� +169.5 +171.1 173.0 75.9 +r 7 n ^ , O 16 84 1.C.1 1 rr �t 9.9 THE HOME DEPOT' CB 00 16 .42 F.LI = l rt F.F. - 169.6U I I �' I +167.6 RIM 168.3 166•.97 +1 .9 +t68.I, 16 05 T.C. / +171. +173.5 /79.61 ' /718.2 1 1.4 ` +1 /) L. F.l- i I g 16 � f•r` �ARDENi CENTER /. Q 6 1 ; t 18i.9 1 .38 +168.3 +168.7 +169.2 r +170.`i 1171. 174,1 '4.9 I 117 6 16 - 67. 1 i I v t 3 i 166. 1 F L. t 1 192.5 O 1C) CB I I I RIM=168.39' + , , " 168.85 +18... +t6Ls.3 ,1 r , -: / }, 7J 0 +1 6.8 Y 167.4 �} 170.0 + 70.9 +172. 1.174 3 r I I 1 1§ .50 193.5 16 .04 F.L., I 1671.51 T.C. 1 7.7 169.10 1 1 I el HT1 9. Q • I 167.65( E },69.2 1 .40 ��05 +, 2.9 r r /. pip RIM_ 6 J.J t17� Rllll�l +1$3 z 16 .t3 F.L.I ' IQ pn'' I f I =168. To CB c^o CB I Q 167177 T.C,� X60 CB �,WC 168. t i 17. I © 194.6 I • I ' 16 .10 $ , D. I 6 tE7.g8� - _- 16 .43 F.L• IIl 164.1 Z ` I , �, s 11 , 70,d- ld, t� • +17.3.. +1$f,. +16,L1 � % r 176.4 / CB RIM=168.00 CB j 167. 7 9•D 66.20 IM=1 + P5.6 Q i r 1 16 CB r. RIM=170. 5 j CB It.', i16•!6 i.1,: p, »111.9 +173. c t A I'l I IF�1 I +n Ij LY 1`.' � , �w .�08•F'.L:}- f0 . � +178.2 1G 9.7 � E 196.5 I r d a CB 7'�' ' _. ` f , 16E.38 T.. � , 1 3 QI Ln RIM 6 F G .t ' I I o tEB. ', IM=172. CB w I J CB ��3 t87.z Q 1 .65 i 00 ' I- 168.7 C-1 67 6 a • + 73.9 fJ i co 97.6 � �LIJ �,n('�PHO 168.62 T.C. I � 6 7 / +i77.: 18 1 t- GIN Ne��1 4168.59 1 {�?.� ° + 6� I � ��� +1 1. , \ O 168 20 F.L. 168.9 1 � w 1 171 ; ��� ' N ��b 4 15,504' ' Q • p I w Q� j r° O 168.9 16ts. \ 1 8.4 + 0. i _ OREcoN -� 16 93 �. 1'REA , � E1 1 1 J 1 CY I I i 17 172 .1,;,.� CB 11 : , � � I +-19a.6 � �. zs./r1, Ld 168.85 T.C. } q qR 1656, f +176. + 4 3 I L KOC GUARp t. + -I 18 168.76• I' � RIM=172. 0 J f RAIL I 16 44 F.Lw- I 4 66 2 CB I I AND DATE: I 0 .� E.P. + $. ,. , 8 173 1 4/2/93 4 9.40 1 ` 1,99 1 169.4_ + 0. ' DRAWN F3 Y: 3 0- 16 + 8.7 C5 1 f 99.6 S.A.S. 2 T.C.-1 ��t ;. fat, +172.2 174 .11 .t t O c CHECKED BY: M.4 1 ; K.J.K. 6E"5` 9f"0 I 1 +,la.s 179,n + 1.7 i+185 2 REVISION a Uj + r a 7 1 , +176.3 �% ' N 1 ! EDITION _ <31 IA. 169. 1 8. �I� �� L % / +I 1 _12'� ST cs CL.OGING 1 �/ 16 3 / +1/• .S 17� 'L= a o DATE: n� I 1189. Z T.f, 169. I m + 7 16 7 9 l 1E 1:• _ +1/74. 114.4 - 176 +179.9 IV 169 ({1 B + 7 k' _ 4 +18�I4o O9 17h.G 1 i' • 168.92 169.46 1$ - 16 .L. g -- - r. 169. 6 T. - / r.. 1 8.53 F.L. -I r ftT7g '+1 1 � i �' 01.7 r �, 1g� 11f.l. �� ^ ^ ^ ^r /� ►^ �` 17,) t / / 1 7i9 i r 1 419.64 16 "� s ,7 1 77. �< S.W. CARDINAL LANE F9.,Z , ,F9 _ --- - 1 • I, l 9.01A8 28 F.L b S-'SCREW 168.53 F.L. �' ^! f U4 �' ' g gp r_ 1 194,1 +1"�4_ 18 .0 I - - 1 02.8 © 11DDJLALL RIGHNZIE TS RE9ERVE0 169.7 8 / ( MACKENZE ENGINEERING INCR�ERT)Y or 168.13 F.L. �' o I +1$3.2 +t 9'9 / AND ARE NOT TO BE USED OR REPRO- IP 1 +170. +173 a +17. .6 .11 fi.- •• "1 +153 1 � '4185. THE PRIOR WITTEN PEItM1590N OF WE I. - . 1$(�. +1-1. UI10Ep IN ANY MANNER EXCEPT WTH SHEET Cj +168.1 t 88.8 $ r I 16 .50 F.L. +�r 7 169.99 T.C. I +1684 ;+170. f! f '� +186. ', /� +196.5 +196.8 CA A.C.1170.00. � .. __WATER WELL AND ASSOCIATED 186.1 ` 2pt 1.8 I + 70.. ELECTRICAL AND PUMPING FACILITIE7, +176• +179.1 11182.9 J"1s•' SD3 O. f + 5.8 + . 'J > E.7 1 cJ 11 , C�Z10 ) FIR C7 t 5 ! I 1 DIN PLAN + 87._ ,� .�r1 _ � } D4 5 OF 7 GRADING _ /r 1+198.2 SCALE: 1"-40' +.94 7 JOB NO. C) SEOUOIA PKWY.,14800 I ,1 12439 to 3'oF°0008 AS SUBMITTED FOR GRADING AND UTILITIES PERMIT 4/2/93 IF' THIS DOCUMENT' I5 LESS TjTrTTT�r11 fr��T���f TTL(i TT1jITT TTT IIIT I p TfT T� T11T1 1-T1 1 9!9 5 LEGIBLE THAN THIS NOTATION. � ���� ��' I `�T__-- ��_ 1 � fel���io _._.__�1�! � J AUGUST 30 A .7 eJ r IT IS DUE TO THE QUALITY OF _ No.36 G_ 1 THE ORIGINAL DOCUMENT. 11111 -- _.jj _iil&1111lllrllll1il�ll1ll�l1lll1Illl1lllllllll�llli I!I�IIII IIIIiilltliitflji_111�1111 IIII�IIIIIIIII�III!Illllllll lill��I llllllllll�llllllllllilLIU, Js I'1 L 11111111ll1W1111 Iu�lulluuillll ilillull I illi 1 I � W d a // Q a N (� t0 I co GRAPHIC SCALE -` 0 N C6 0 Z 0.: .�. .i ^01AN TO %1ST. 18" STM - -- - --- < IN �T ) IE-159.70 (VF�IfV PRIOR TO CONSTRUCiI N) - I W � • M Q J 1 im6 - 4D K W 0 m Op t.. 1 AREA DRAIN WALE OUILLT) Z c I RIM-164.90 18' O 10% I Z N to J W • omm h IE-160.60 1- - - T x ___%- _% lyJ I_ ON 1 - % 30TFA�0 SWALE MN .I 1 O 0.7)F' �� IE-166.35 I !J `0 ° 5 I e� Z z30o In LAJ RIM.186.24 ( '..I F 159r GO CD iG e 1 61.65 8 ® - fE-16�2.J45 - _ - - _ � U �_O c c ( v _STM O 0.8% LEGEND f.0 _ LE.gse.9D I - - CO _ .... PROPOSED STORM LINE - a, T _.. ... ..-- - \ I PROPOSED FIRE WATER LINE a ... - - - - �I _ vo° L 4R 12 �. 1 .41� ° --• x 5 IE 1628(1(10-) \ � I c FI DS IE=166.65(15") IE=167.30(10")- B _ - II ' IE-187.30(10") I �� PROPOSED DOMESTIC WATER LINE H s PROPOSED IE=167.80 �T ).55(8') IE=167.5P;8") IEM�1=1fi3,3 C 6" 0 20R 12; I I I --- - - PROPOSED PUBLIC REASEMENT O 0.5% MIN. O I I AREA DRAIN ` • I II II IImI I' I R A T T �T) CB e' O 0.5% m l l Il LPROPOSED FIRE HYDRANT ASSEMBLYRIM-162.80, WG.8515 P.I..OaCI 0IRIM- 18889.S ® CB PROPOSED CATCH BASIN E.. 0 Z/ E u v CO a I v: 180.7 s PROPOSED DOWNSPOUT 76 W 1 I Y I2" ST N 6' SAN. � 1 � RIN.tlt67 1 IE ;c+ )R) ® 1 I LL.1 0 r RIM.190.77 LE.Y 57.87 1 � ti IE-165.40(6") N I rBLE.N87.5 w I I NOTE: PIPE SIZING CALCULATIONS BASED ( P.V.C. Q THE HOME DEPOT MA9) IF MATERIWITH A U ER OG,, NUMBER IS ROPOSED, CONTRACTOR SHALL F.F. - 169.60 PROVIDE RECALCULATION. 7 I Q I = 65.85 ' D.1. FIRE WATT@, s PtA6T+;, PIPE Q MENGENfER W N T O a GB i-flIM. 182.2] RI LE.18L8 N RIM=168 35i I I` 182 2 5 I ST-I I I'i\, 1e2.2 E Il 111 II'••• w' • (I sT .: IE=167.29 OUTFALL TO SWALE 4 I I x 24' IE=185.50 IE-187.20 -187.30 I I N �I I I II ClEAN0U�44 CONNECT TO EXIST.' 18" STORM IE=161.60(18"-VERIFY I , '^ ..1az+J I DS I I I PRIOR TO CONS7RUCTIOt{ ' . E. ('si35) _ - I x I N T 'T CO O -DS IE-166.50 A=16 IF=167.05 B") a CB IE=167.55 8")� I I LAJ tG 5 6" O 2.6% E-167.15 a") I (+A IE-165.75(18") r n e >, CB O ® e I I I I J 1 i0 SIE=165.8018" �ti � 'I� �� 0 J 7N l o -t �T T 7 _ DS IE=166.60 O 0' O Mo O O 6 ITv iv e o o` r1E-16%.05(12') I O O -IE-166.40(18') I h- 1I b 1 �• IE=168.05(18') 8" O 78.0R 12" O 0.3 CO-8" O 6.0% I + I Lil I I i i m E-X02.55- O ) 0 = 15" O 0.3R X -RIM- 195.44 11 3 10") W� RIM16660 16^ O 0.3R O 0.}% 8" ® 0.3R .. I E=166.70 CB CO IE-166.70(15") C -17 . @ LE.1ess N-s R CO =170. I =167.85(8") I 1894 E 6 O CO IE=167.85 12" ST I I r,B - ( ) IE 166.25 18" I I LB 6^ 5174 IE-188.25 18' ( ) N 1 (leo. ' _ �- IE-186.15(18") IE•-166.45(18') B' O 3.448 I X ( RIM-196,41 8"s 8"'S 1- B" STM I ; I r LE.b929 w RIM.168.13_ ! I I I , -- LE.1ao.oe - O O C� ce C� G� x G� N II I LLD I E-1 5.10 ,/Yt\,� AREA DRAIN (SWALE OUT T) =1 7 I Ix QI I I I I I J D, RIM-1fi5.60, IE-183.00(10) i - IE=170.35 8") I L 5y F 3x E)IST. PARK \J' \1 E-170.358") CB �" I in ANENT 11, CB I I (7 EXIST. ELECTRIC I I I � PR9 d ( l a $N I TO BE RELOCATED F_ a iN u I SEE SHEET SDI. I x H p 1151 u ? 5JS I � X 725xlow�loto�cll MH 01 I aEA I O -� O R I1 'P- _16's E. 165, IRRIGATION CONTROLLER CR 1x I TO BE RELOCATED CB N - a SEE SHEET SD1. O m 0.9% _ 1 I I DATE' 1 I RIMTION CONTROLLER R =1 B O II N o7 IE=171.05 GO IE-173.00 8 ) I X 4�2�93 m Im OUTFALL TO SWALE ✓ M .. I DRAWN BY: I lE=169.90 6" O 0.5% co I I I S.A.S. 3 RIM eels w l d I 4 e I g• O 0.65% CO IE=170.80(8") I I CHECKED BY: (/II LE t8�.t5) I I n G n II 0 17IE-170.25(8') J I I K.J.K. REVS MAST I I N o / �� X I a EDITIONN Yq 1 to / C-= (--� -� �� filo. IB9.88� I •[ DATE:NG • LE=I91 2 N X J m ml TORP 9 RO AIN 'k = i j% / 199.1E I 1 3 31 93 D S. RIM-200.BB J i a I IE-170.70 / • ten976 w CB --T -, -__- - / X RIM. 8.54 9INSTALL CITY OF T E 81.7 _ 4A CURB INLET. SEEE SHEET C1 - - - S.W. CARDINAL LANE _ 1 i' o - - - - �- I c EANouT 12 W- .-.W 12 W a. 1 _ ..��...� -...���•..��--• - w.mx v, -. _. _ -. °I W - - 2EE }ySAALL CI INLET. GAREE SHEET Cl MGMEoT a-1"t•°)m°F �,, ^ % 1I F ,M CFp1 Y15YM%V r SHEET + n G WATER WELL AND ASSOCIATED "• V D T ,I RIM.170.00 ELECTRICAL AND PUMPING FACILITIES LE.•(184.00) N ` OF 7 M 1 UTILITY PLAN JOB NO. 1 o SCALE: 1"=40' 1 9?.439 SE STPKWY.,I4 1 1 1 PBaa1 9B14MAS SUBMITTED FOR GRADING AND UTILMES PERMIT 4/2/93 V) t n• �_ e y IF THIS THANDOCUMENT THIS 18 LE88 I� A.UST ego 1i�a � r7l IT' ' I LEGIBLE THAN 'IHSH NOTUALITIGN, - 4 - I wM ate- IT 19 DUE TO THE ORALITY !`F THE ORrG1NAL DOCUMENT. ui�duu mdim mdmLiullm 444414444 iailuu mlluu 444414411 iliJm mihm uulim uuhm a Iluu m � I E I 1 � 4 4 ,BIdIIII iu;�I 13 0 X-11 I 1 i Ld CY r 0) Lo Of M 00 O � N 40 0 20 40 80 160 Z a N - On i LY) 185 79 E.P. ( IN FEET 1 0 Inch - 40 ft. t o M Q d' I e alI 2 STORY N I CONCRETE N � � � 1 [INK W a ( o • BUILDING _ N 6' HIGH CHAIN [INK FFN�F �/� Z N C L_ I ---------' \ 186.72 �P. C 7 � p I 7 FILTER FABRICA FENCE J f I In 72.5 I 5 STRAW SALE RRIER ►;i SD6 {'S V~�,r'r, `1 �EGEI'�D W ~ " `° 111111 • oQ, rn V) I SD6 FOR SEDIMENT.CONTRf1L__ -__ I _ 4 38 p_ i as - T �. - �_7- �- - - X- PROF OSED CON TOUR; i sJ p 0 N 16 -._�-:-1tw -- 16A - x z z v m - _ SEDIMENT CONTROL FENCE L- 3 O 0 . - 1b6> Lo 6 --- �_-Jl-- o - _F�- 187.77 E.P. W + --. 168 89-- 180 • V) �� RIM-155-24 __ EXISTING SPOT ELEVATION `/ I j i 15 Co ^ U p o < - rn 't o to o C I I dI I >r ~LASTIC PIPE - 6' HIGH CHAIN LINK FENCE U C d >l I 163.3 � N i • �, ` ; 188.72 E.P. NOTE: SEE SHEET SD6 FOR EROSION CONTROL NOTES & DETAILS. Q oS9_n CONSTRUCTION ENTRANCE I � FOR SEDIMENT CONTROL Q�=165.35 a 1 N I PN ,F STRAW BALE BARRIER 189.75 z coMPA0TOR } GLIARD RAIL TEL. M.H '�• i �D6 FOR SEDIMENT CONTROL C ll., Lli O I I RIM= 189.59 n o • I '� i' 1.E.=186.3 E 180.3 5 00 I 20, ��,i _ _7 FILTER FABRIC FENCE 179.7 N \, 190.74 E.P. I � O RIM=i66.7' '� ( �a RIM-190.77 p Y I.E.=157.93 r I 1 � � 4I LE,"487.6 W � .. THE HOME DEPOT ' ''� G l F.F. - 169.60 j I I I I I RIM:168. , � n rn II. d 191.65 E.P. V 00 s RDEN CENTER I I } i l� PLASTIC PIPE � , I iL! •a-+ W I Q Ir a N 4 1 Ln � ro I �1 I ` 192.67 E.P. 1F - � ( s RIM* 192.23 i b 0 LE =181.8 N I R1M=168_35 181.9 5 i 182.2 E 30" ST- .! ` x 24" ST �� 193.68 E.P. z C FA 0 ' _ • y I ._.J SSSS ._._____. N CL I I ( KIM RIM=168.60 ut M=168a60 x T T LT o, '68. 0 co -`. - 10" S N _ co \ - I ,5.79 E.P. O I T __ T f •L I TV N Vr I j 2 3 4 TYPICAL CATCH BASIN SD6 S 6 SD6 SEDIMEN �..� `` CON IROL 195.73 E.P. ' w RIM-168.00 Ilk _ % x I __---RIM- 195.44 I.E.=185.6 N-S 189.4 E TI ). x (� 12" ST RIM=196.41 q V / 8".S - RIM=168.8 // _) I.E.-1 2.9 W 8 S \ . . 7 196.70 E.P. O . I 1 5 L Qr .+4 `\`, /`� "_"� ` P, '.}_►1 Vw- u, � } } 1tn 0 -1 O + = I I ILLJ 3 } I� ° �'5 STP.AW BALE WRIER. ��" --• �'� `" Q SD6 FOR SEDIMENT CONTROL V`,r- I 197.75 E.P (n cY PAOF d I I I a l • �/. ��1 W � I No, I N- �..��1 Z 15,504 pI 171 Q. 8" EI I a w QI LO `✓ -_� ! OItBs 0�►/ 0 I e G� 1 198.79 E.P. ��� I I A _ I 1 1 it TRE } Or I 1 I 1 I r- -- ,d r-C I 165.3 ( (n I I I /`' J/+ RAILGUADATE: o 0 RIG ON CONTROLLER RIM-172, 0 ' " �R1M=17535 f r .- y AND 4j2/93 j i \1 0 17 6 - t�� I O w �1 ! l ul I DRAWN BY: E E.P. S.A.S. I Q+ q O / I y CHECKED BY: RIM 68.55 FILTER FA,R(� IC FENCE _- I I >R D6 - rel, (/� 1.F ,63.15) I 1 4 • 114 K.J.K. i \ \ l I " EDITION REVISION �-ST' I �y 1t . _ CLOSING � DATE: 1 ZF I, . \ 1�I QiY'` L--'. � E =1•;.11 N X 230,78 E P. Ih i ' F l 1 X 3//31/93 r-T 0 1 7 I ` a ° 37' W 1 ` N 201.e3 E.P r. RIM t 202.30 /. RIMt,1�9.54 I,E , _,�'/ _ I . . .. . . S.%N. CARDINAL LANE I S - - - - - - - - CLEANOUT ---- --- --- a ---}• ; I 1 } - 12" N W _12" / -_41 �._�--��..r.�w QT.BO E.P. ACN NZIE ENGINEERING INC N .1 .� I l 2 C� M E ....... .. -. „ '. "lYi .%/. t89S, ALL RgHTS RESERVED aC'` to ..�^�-! " '~ _� MESE DRAYANGS ARE ME PR ERT'I MAC ANDAREIN ENCT�EBRIUScDC�RE40- t DUCED IN ANY MANNER EXCEPT KITH R) � A (, -''- I THE PRIOR WRITTEN PERMISSION OF M.CI 1 N o o - SHEET 0 ( ° 0 203.80 E.P. NO G N N e N A.C. WATER WELL AND ASSOCIATED joS D 5 RIM-170.00 ELECTRICAL AND PUMPING FACILITIES L1 X20° D-FIR I204.70 E.P. OF 1 CONTROL FLAN T JOB NO. EROSION C n I sc:Al I : 1"-40' 19239 gE s�-0'�,cKWY148001 AS SUBMITTED FOR GRADING AND UTILITIES PERMIT 4/2/93 SIT 0) 5 OF 9 d 1 7T4pT �1 I I 1 1t.�jn�ro:�.-.:..:..:_ .•..._..IF THIS DOCUMENT I5 LESS I 1I"T I 16fifi I I Q I I 1 I77TTRjT`[7jJj AUGUST �U199 LEGIBLE THAN THIS NOTATION. _ � -___-_ L __. - � � t'I' I5 DUE TO THE QUALITY OF _ _ _ _ IIIE ORI:IINAL DOCUMENT. [�o�E �g �97 g � 6 g g , gg T�,I I BT LT �T 1 ,IT l i I Zi TT T I �8 I L A 9 S IIIIIIIIII�Illllllllllllllllll�llll Illi�lliilllll�llll IIII�illl IIII�INI llll�lllllllllllllllllllilll �l�llll IIII�IIN ilil�llll IIII,IIIIiLIlIl11ll1111111ll1W lullll } 1 llllllllllll11 11 11111 III!�lll III}�III1{Illljl�ll A /� i -DROP INLET WITH GRATE 20' MINIMUM �! ,--ST,1KES (2"x2"x3') WIRE SCREEN -\ CONCRETE BLOCKS [, -- — - - bi -- Q ............. Q:f -, GRAVEL_ FILTER n ILTER FABRIC OVER C.B. �`!t M Lo � GF`' f- GRAVEL FILTER0 0 N 00 FILTER FABRIC - — 0 ^ t �. VARIES I 18' 1 YP. C D p \'l 4 _ - 1- _ - - q STAKES L 2 a En ti. 1 / _T 1i=1 1=II�11-II--II WIRE SCREEN f a * rn ---I 10 .1 FILTFR FABRIC -- - - -- w O 0 E� STAPLED TO L.J a m 0 STAKES OVERFLOW � WWI T z L I • LEAN PIT RUN OF - / / RUNOFF WATER �.-�- ���� 12"-2d„ Z ~ p -MiNUS GRAVEL RUNOFF WATER W SEDIMENT _ r- �n J / WITH SEDIMENT FILTERED WATER LLJ • O rn s UBGRADE REINFORCEMENT PROVIDE FULL WIDTH --- ��� EOTEXTILE, AS REQUIRED OF INGRESS / EGRESS AREA \ _C___j1 1LJ o c v IW�-CATCH BASIN . EDIMENT J \— DROP INLET m n � ! 8" MIN. DEPTH ---_ W/ GRATE IV u N-OTEL BURIED FILTER FILTERED WATER W N 3 o o CONTRACTOR SHALL REGULARLY INSPECT FABRIC FABRIC BARRIER AND CLEAN OR REPLACE (M.N. 4" DEPTH) Y vi „ AS NECESSARY TO MAINTAIN EFFECTIVENESS. U <[ = rnt o GrM^VEL CONSTRUCTION ENTRANCE 2 CAMH BASIN SILT PROTECTION _3 FILTER FABRIC INLET BARRIER 4 BLOCK AND GRAVEL INLET BARRIER_ 0 0 CL CL DF N.',.S. SDE) N.r._ SD6 N.T.;. SDG N.T.S. 2-2"x2"x3*- IPEGS EACH 11QT BALE =MEED BALES 4 TO 6 FILTER FABRIC MATERIAL: 36" WIDE ROLLS. INCHES. EXISTING - = ®-- GROUND 2. DRIVE STAKES MINIMUM ,-- - •, 12" INTO GROUND �I A. " SURFACE. --- -- U 3. ONLY TO BE USED FOR " - 2" X 2" WOOD POST AT 4' Q.C., STANDARD U' INSTALLATIONS OF LESS OR BETTER OR EQUAL ALTERNATIVE: PROD TOE OF SLOPE, OR - T--- - -- - STEEL FENCE POSTS. Ld GRADE CHANGE >=20% THAN 200 LINEAL FEET PLACE POSTS AT 6'-0" 0/C MAX. f AND FOR SINGLE FAMILY CL OR DUPLEX RESIDEN HAL FILTER FABRIC FENCE - CONSTRUCTIONS ON 36" WIDE ROLLS I O SINGLE LOTS OF RECORD. 10 . ` N`�,7• r, ''; M, ws CV .gym_ Q 4'-0" -- 111-111-1T1,= x--111., ,ILI--=I11-1 �IIIr Q BALES TO- o- �#i1oBUTT TOGETH —ll1 — —ll — 7 �- -l _ll � N I :=r z NATIVE BACKFILL Com— ----- -- PIPE INTO HUB (SEE SPECIFICATIONS FOR - PROPOSED PAVEMENT AREA I �— —� -CAULK / SEE TYPICAL PAVING SECTION ! COMPACTION REQUIREMENT ) / —HINGED TRAP Q 1 1" RADIUS I G-- "-4" X�2'-4" x 2" TOOLED EDGE —14 O 0) � I I CAST IRON GPATE LANDSCAPE AREA { PAVED AREA 1/4" RADIUS -� PUN L _ - - - - J BAR GRATE d N P0.✓IIvG SECTION 1'-4" 0 /--�4) 1/2"0 HOLES ,o •oo,00,o °oo• 0,00.00,00,00,0 , o,00•i ---f�AVING SECTION, CRUSHED - _ o --- tD / EACH FACE AT BASE / /' oo,00,00,00 0 oco,00 oo,oa,o�,00 oo,oa•c - ! • _- SQUARE - X 00 o n ono�. ROCK BASE OR LANDSCAPING !III_ 1'-5" cli COURSE LEVEL I i;; co o N / AVING - I"-0" GRANULAR BACKFILL ----------CONCRETE FRAME CASING III—I IE I m ' _ o 1/, — ,, r•7 _•, - (SEE SPECIFICATIONS FOR - CLEANOUT FRAME AND COVER I I II I Ih ° % ' _ c_ p / ) p. o, j COMPACTION REQUIRtMEN fS I -III` ' 1 «_ u J; 08 5'D8PDo°off bD%oD8aD8o�8iDoSus op J` Db'owSD8 D8fiD3oD°oSDXODgSD8o�8�D°v( t ` .\ '/ 1'--µ. , i.-- Dd Da D+'Da ra0a pd'Cx,`Dd D lid Od DaOd.4d p�p� d,u D•.•c i•- 1 S8D85D8bD85o8 n86D8bD8bo8bo86DEb ° Un�SUr7URRDRSDRhUxIDAiDKtnDRD_RFOx'„ j �I I BASIN: WELDED 10 GA. MILD STEEL, COATED ALL • rn x N I. - I �' / '✓\( ��. II 0 ° t SIJRFACFS WITH ASPHALTIC W o LL_ PAINT. Z a p • ' s / 1"-0" GRANULAR BACKFILL °� -_ 1.. -1/4- R STEEL ALL WELDED a - _ _ (SEE SPECIFICATIONS FOR OUTLET STUB: 4�" (..,�. L w CONSTRUCTION. ASPHALT 4+ —45' ELBOW "�—.I I1=III_ I-I4_I—II I-=III, �--ROCK BASE COURSE TO MATCH NO HUB. �-� ►� } p LD 1v, _ COMPACTION REQUIREMENTS) i) EMULSION COATED INSIDE •.I III— Z � C4 u1 I T, AND OUT. 2'-0' x 2'--0' m _ GRATE: WELDED STEEL W i 0 000 0o a APPROVED SEWER LINE PER GEOTECHNICAL • 0 � to t tY p .o0o0V o r• --CAST IN PLACE CONCRETE ASTM A S6 W v 0 N -- `/ - l N x DEPTH REQUIRED < p o°QOODo °00��°°o - 5' WYE 9 `— DROP-1N BAR GRATE " 0 INVERT ERT 00 0 o0 o n 1 2" -- N CURB EN BARS: ,�" x u m C,<OSS BARS �' x 2 Z : O o ��, o)CovO�Q 0000 0�0°� 1" 0" GRANULAR BACKFILL ® 2" O.C. ELEV—ATIONv - ''' 0 000000 00 oV0o0 �__.. 3 0 0°0�OOoo" 000oC3 (SEE SPECIFICATIONS FOR - SI-OPE AND I.E. VARIES h+ 0 u °o _ +- Lo SEE PLANS 0p 0°000 COMPACTION REQUIREMENTS) B1KE STRAP: j�" x 1" W V) .-/ w a vc""o >0000 ' NOTE: CONCRETE SHALL BE 30GO IE OF PIPE SEE PLANS CL a`. n 00°,,PO 00 �� E � E;' `\a. PSI AT 28 DAYS. 6 SACK U a NOTE: _ a00oc 0 v oo°0V0o� SEE UTILITY P!.AN FOR PIPE ` MI/, SLUMP: 1 1/2" TO 3" SLOPE VARIES SCE PLAN Q ' (n -t co 1) LYNCH TYPE CATCH BASIN OR EQUAL b V°0�Jo000V 0 00 0 op04 SIZE AND TYPE ;MAIN Pi?F) w 0 r 04 O0o01(Roy9' ELEVATION � U p a a ' A CH BASIN W SUBGRADE HOLES 2 UTILITY TRENCH _ r3NCLEANOUT 4 VERTICAL. CURB s AREA DRAIN / EIELD INLETC T / s07 N.T S. 1 --—— N.T.S. gD] N.T.S. SD] N.T.S. �/ N.T.S. SD] -.090" ALUMINUM SIGN PLATE WHITE BACKGROUND � , ,.� I" HIGH BLUE LETTERS AND BORDER, BAKED ENAMEL 7 PARKING WITH - e `... I 0Mv DISABLED -- P.C.C. PAVING ,L..IYr- �*-- PERMIT ONLY SUBJECT To ------HANDICAP SYMBOL WH'TE TOWING UNCER ORS Tit,620 'a WITH BLUE BACKGROUND AND FINE UP TO t 250 UNDER A.C. PAVINGLLJ ORS 811.615. '_ DISABI ED SIGNAGE PER--"' e � LL STATC 'REOUIREVENT - e n J U SFL DETAIL 14\SD7. GALVANIZED STEEL POST 90 DECREE SHORT TURN WALLELB WITH STAINLESS T4 NBLESSS TESL IRON IBAND, TY?ICAC— 45' WYE CLEANOUT 'I � _ .�-• � ^I 4" STRIPES x WITH PLUG. —•— AT 2'-0" OC TYP. b aoa / ' 7 aD b�ADg�O oDD�D� • Qa oDVao BOGD�DD I(<oDD�D•D GV DV Deu$°eD'pgUJ �•nDr' pb0+o bG bpb�b b(�++�N�IINN "N bpbpa 1�bObpbG�p�,bN bGbC ll a iVnA4nx9nx9ni4n A4�114 4n19nA^nA4n S4n14�4n�4M179n79nx9nx4A?VnxVn.4n7:4n.L9� Qnx4n� 30' TYP. G>?ADE - 7•-- 00 /� tO GEOTECHNICK CAL LOREPORT URSE R � FLOOR SLAB VARIES - SEE PLAN � 45 DEGREE SHORT L-DISABLED SYMBOL, '� ---TES TURN ELBOW ---SOL-ID GROUT AT BASE I . 4'-0!' MINS PAINTED . ER -� - - - OREGON LAW I. ALL DISABLED STRIPING FOOTING 2 / AND SIGNAGE TO COMPLY I ( �- "' 1 / WITH ORS 447.233 I 3 I A . ------MAINTAIN 8" SECTION FOR -i 3 = - 2. DISABLED SIGN TO BE 10 4'-0" THEN TAPER AT 2 10 1 rr1 m- VARIES 5 — PAINT STRIPE //j MOUNTED TO SIDE FOR I 1 - SEE PLAN VAN ACCESS LOCATIONS c� TO TYPICAL CONCRETE PAVING AND MAY BE CENTERED II SECTION 9'-0" 9'-0" _ I FUR STANDARD DISABLED !E S_HOHN „ �— ,TYPICAL) (TYPICAL) ~ SPACES. �� U _-__--___ a/UN PL.A�15 � -'k HANDICAP PARKING STALL r i-iANDICAP PARKING SIGN - r8��TYPICAL DOWNSPOUT CONNECTION 9 A.C. C;OI�JC. PAVING TRANSITION � ,o TYPICAL SWALE SECTION s -- N.T.S. SD7 N.T.S. SD] N.T.S. su] N.T.S. ] N.T.S. 'SD] Q. STD. STEEL PIPE w GALVANIZED AND PAINTED o i KILL W/ CONC. ROUND IUP I TO SHED WATER "v w —ROUND TOP OF FOOTING 70 �— SHED WA TER I �---CONCRETE SLAB OR PAVING I SEC170N SEE PLAN L 5" 6. C DIAMETER CONCRETE M FOOTING WHEEL BI-OCKS. 1 I SEE DETAIL " ASPHALT 2'-0" I° _1 / 4 REBAR, 18" LONG 10" _ 2) PER WHEEL BLOCK. 12" f 11 KEYSTONE WALL ,2 BOLLARD - 8" DIAMETER ,3 PRECAST CURB STOP DETAIL DATE: N.T.S. $D] N.T.S. SD] N.T.S. 4/2/93 DRAWN BY: R,W.B./S.A.S. CHECKED BY: K.J.K. REVISION �^ EDITION CLOSING i DATE: X13/31/93 cp MACKENZIE FNGINEER1N,. 'Ni I 99 J, ALL RIGHTS Pt',I I,,•,I I. THESE DRAWINGS ARE rHE PRyyc�'ERi� (1r MACKENZIE ENGINEERING INC. (M E AND ARE NOT TO BE. USFD OR REI' U DUCED IN ANY MANNER EXCEPT WIH THE PRIOR WRITIETI OF MIS90N OF M.E.I. SHEET 4..' r e tS D 7 G� j , tU Or 7 0 �t JOR NO. 0 192439 g TO 3-0008KV „r t4aoo AS SUBMITTED FOR GRADING AND UTILITIES PERMIT 4/2/93 MI 701:9 T0,17791 �� I rp I j 1171 111 1�T�rT iI�► T 199 5 1 # IF THIS DOCUMENT IS LLSS /� ill LEGIBLE THAN T IIS NO'IATTON ► —_ ul-.__ _ l1iG, HUGUS3C�_ _ 1 IT IS DUE: TO THE QUT,LITY OF _ _ N°.79 THE ORIGINAL DOCUMENT. til"I 9LZ L L S L I A [IIIIIIIIIIIIII ISI, IIuIIIII ull �ull(III uuluu uuliiu uu uluii uului uluu uuluu Mill- --ii iu �l�i���li liu uil I �r..�w.s�lrr,w+r.• ;:y• •Ma..� ... ,,,q a,. n.y - ✓.- I !Y7-71 O SCALE CL ; w 4024 44 80 164 0 tr ( m AST ) Z x 1 Inch = 40 ft. m Z W t • M LL) LA. z i Q�oo Z �� q 1 - - - Z 20 ��rr FIRE HYDRANT 'P �,'.�I� L, QE1 ND (� - O C C Q oto • � c. as a a ° t 'FREES i lob — ----- Acer rbrt::r 'Rei "awsei' RadSwum l ,� . • 1 — � 2-1/2' Cal., B", liwM l Quercus rubFa Wed Oak 2-1J2"Cal.,a",1�e�1rt ° ( • } --- — - PseudessrP_ga menaeeii Douglas fir 7-11',Fall, Bunched to growA � ti � oaw�c'rottJ �� \J Z + { I• ( layrus callerysua 'Chant;c. C w� ildexr Pray 2-Cal. BAB,Headed b 6' LdU Sequoiadendron giganteum Giant Sequoia 7-8',Full, Branded to ground �, ------ Thuja plicate Wea to Red Cedar 7-8',Full, E�twhad to ground Lj o +� • THE NOME DEPOT • SHRUBS;GROUNDCOVERS I ` % • --- ---- Cornus stolonifera 'Ballo i' Bailey's y Rat,a ig Dogwood 2 Gal. cont., 6' O.C. o �, / + ° Cotoneaster ti. 'Coral Beauty' Bearberry C.noneaster 1 Gal. coat., 4' O.C. CENTER -- Euonymus alata 'Compacta' Winged Euonymus 2 Gal. cont., 4' O.C. • �- Juniperus h. 'Blue Chip' Blue Chip Juniper 2 Gal. cont., S O.C. E2 • NOTE: (/ - t 1. • \\\ Prunus I 't?tto I,uyken' Otto Luyken Laurel 15-18" B&B, 4' 0.C. RESEED ALL LAWNAREAS-DAI r, • CONSTRUCTION. BY 1 ;thododendron 'PJM' PJM Rhododendron 15-18" B&B, 4' O.C. CONSTRUCTION. � � �• ,�.. _ +. c 3ecycu I'dwu See specifications 1 —_ —� • 1 -. SeedeJ Fieldgrass See fKatians +' �---- — Existingtr'eoa t6 remain undisturbed j �. - .• �• ;•. "�. � FIRE HYDRANT ----� • ANNUAL COLOR 'Y 1 • ♦ 117 Spring a Y t 1+ . 1 F Earl Rose Pink Tubi ti Bulbs 6" O.C. • W Y P -f. {: 4 —-- b Violas 4" Pots 8" O.C. Q Summer ttegutva ncamondensts 4" Pots 8" U.C. G7 --- Dusty Miller'Silver Lace' 4" Pots 8" O.C. Z i W W Fall �- Red CTrysanthenium 6" Pots 12" O.C. Z } I + Z 2�--- White Chrysanthemum 6" Pots 12" O.C. cc Q �4 It 4- � o a +fix + � O I yam+\ +� , + I 0 J i + (n T4 rjW + -N N 1 --h • AWN Y: M. OSftn 1 CHECKED BY: U. Fdw I -yl -1'. .� > • 1 EDITION r ( _ • - ! _ p������ R r'rt?TTY/`17—��'�-` �— - •tUllrnuo Ne. i 1 1 THEFT tri Q12K]d N�� I lo>tWl It 120 V.A.C.dechicai wuree for the auk m 6c irrigation eontrotl er at the location inamwad M by the(how's mpaaantadve. Provide a I 1 R"conduit(mat controller r�eation to daylight into ---" doe last ___ area whb nooen b automatic aorto valves for field miring Conhic't Owner's L4��•• r+qu aa11wiw picr 1p W Aladen of any cn fliicts or disc "artoies. M erify that aN iervia/avairvd for the irrigation system pre installed and su:'knot for conW'action f , « of the ryatem.MNodfy Owner s reprewtitativs of cvnfRcts or tiiscrgoancira prior to cotnmataem�ertt ` O 1 of Construction. , SEOVC'�A PKWY.,14900 Y,}' ^.ii 93.0009 r 90F9 1th 1- 192439 AS ' .. �lulfl`T �., SKIN =:1111 18 ' 3 .. ... Y IF THIS DOCUMENT I s LESS ' 111 1 1'T'TT�TiT� 7 4 � 111 f ��1 j r11 I T11 TT ,TT 1995 S 10 11. 12 AUGUST 30 LEGIBLE THAN THIS NOTATION, �--- ---- —Tj'f �jTjTITjTjTjT' � �_-_ -,------ I - jj� ------1 , . .3 II__ �I �' �����jzl �' I I�IL_ � QUALITY O( N0.3E �'st IT IS DUE TO THE THE ORIGINAL DOCUMENT. B.. Z 9 "11111011 ZE� t1,111 v `[� I�.ffI11111111 - till I ITT8IIIIIIIIll llll111 '1IIIIIIIIIIII11,11111111illullull lllll llll I IIII�III lll111ll11Wllllll�W�llll�ll�ll llll�' 1u�»I,�II►l�ul llll���!i�llulull� i� j Construction ti�ecificatiuns 12. Contractor to engage a qualified Arborist to prune Itmbs or roots and to repair trees t' damaged by construction operations. Make repairs promptly after damage dfe:curs to prevent progressive deterioration of darnaged tr+nes. Any such pruning ander remits moat `WIND "� General L VA y� r2o• o )` WALK,CURB,WALL,ETC be approved in advance and W wrnpktion by Owner's Representative The t rnttactor is W responsible for cost of repair caused by his actions or by the cottons of subcontractors y _ _ I. All local,Municipal,County and Stair laws,regarding uses and regulation Ferning or b the C'ontr'act r. r. .pi relating to any portion of the work depicted on these plans are hereby maorated into andengagedY made part of these specifications,and their provisions shall be carried out by the 13. Remove and replace dead trees and dammed from which are determined by the Owner's r STAKING PLAN contractor. li pp ( )gIrowi g a �I Representative to be incapable of restoxaticm to normal rvwdl stern.within S n o e _ FINISH GRADE O1 M 2. Thr Contractor shall verify the locations of all existing utilities,structures,and services on seasons. Ce tJ j - (3)YxYxB'DOUGLASFIR site before commencing week 1lre location of utilities,structures,services shown on these ® r STAKES,ATTACH TO TREE. I plans area approximate only. An discrepancies between these plans and the actual field 14. Provide new trees of same size and species as those icmovt�i. Plant and maintain as � l WiTH TWO S i-RANDS / c PIr Y Yp V TWISTED rri2 NEW GALV. conditions shall be reported to the Owner's representative. directed by lir;Owner's Reptescrltative. Z x PLASTIC,POP-UP _ WIRE 3 NEW&9*RUBBER SPRINKLER 15. If trees are not table with the-4 a res and size,compensate the Owner the i �E 3. lire Contractor shall loczte and pmtnet all utilities and features on arta adjacent to the projectW > lacenlent cost value of the true based un the evaluation of a Consulting Artxxist watt► SPECIFIED ► �, site during construction. Contractor shall repair,at his own expense,all damage resulting reP (' TREE (fj�'� SET CROWN OF ROOTHALL from his operations or negligence. current ,ietnbertltip in American Society of Consulting Artxxists. Z 0 O I AT FINISH GRAnE ` d � 1 16. Contractor is sable for additional costs of rei7wvtn darns ed trees and tatwr for p i - - RElI10VE BURLAP FROM 4. The C'ontracta shall obtain all necessary valid licenses,permit:,,and insurance required to g g a Oil perform the work indicated herein before commencing work,and shall be responsible for planting new spocirrrns. L J r-w) -- -- - TOP 1/3 OF ROOTBALL j o,, coordinating work with all parties involved,including jurisdictional agencies. W 8 AFTER STAKING 1"MIN-. ; •topsoil Placement and Soil Preparation Z 10 , • i FINISH-- + I GRADE BARK MULCH-?'DEPTH �' S. The Contractor shall use all means necessary to protect the public at all times during the '' I. 'Topsoil shall be import with amendments as specified. Import topsoil stall be without (' - �O C7 /-- construction process. admixture of subsoil,clay,free of stones, :-tmps noxious weeds,grass plants such" - BARK MU11 1CH CIFTGLE iFIALI EXTEND s'BEYOND (:rediae quack grass or Johnson grass or their roots and sticks and other extrarlecAis matter. It shall W • Q -REE STAKES IN TURFANEAS not be delivered while in a fawn or muddy condition. Delivery of topsail ,hell begin upon i 1. Verify that rough grade in landscape areas is sufficiently below proposed final grade for inspection and approval by the landscape Architect o:'a sample of one cubic yard from LLL 0 o C N each source of supply. QN _ provtidr positive drainage at all landscape allow for arleasnand slopeent ot o away from tructures at ams PQ Y a] N minimum of ive slope. Final grades is all landscape areas shall be crowned a:center to 2. Specified topsoil shall be placed at a minimum depth of 6 inches in all pl umng areas and Z 3 O O I ,t BACKFILL SOIL MIXTURE dg sloped LAJ V) facilitate propose Ire. I-in. J inches in lawn&seeded hep rass areas,and floated to a level,sl or mounded fv COMP.4CTF.J BACKFILL grade fxtween any existing or constructed point on the site,such as c:iri;� Malls,walks, Y C ! _ - SOIL MIXTURE Design I Ifuil,J Irrigation Specification ion paving. Refer to plans for grading and aw.tour information. Fitt'!soil gras,11 in planting V • p i ft ;r BARBED ELL beds shall be 2 inches below adjacent paving and curbs for mulch app.irahon. Q m C L cc R -'1 - STAKES SHALL EXTEND I. (contractor shall provide a design l build automatic underground irrigation s stem fur all MINIMUM OF THREE FEE 1 INTO LINUIST UHBED SOIL l--r _.- 318-POLY TU landscape landscape.areas,with lawn,beds, fieldgrass and trees locumng in lawn and f�iliitl�rMtsbfl11111��� ;• Commercial fertilizer shall be an organic base,conpiete fertilizer amtatnin9 in available tJ� a CL zoned. Contractor shall provide irrigation design drawing to Owner's representative for form by within a minimum of ION iOP 5K -with 5()percept of tete available nitrogen in j - NOTE: STAIN TREE STAKES -------- P fiAltAAL(COVER p slow release formula Webfoot Organic [kiux or rued tial. ROOT review at least two weeks riot to installati<rr. Sprinkler heads shall be spaced at g aPl } �SCARiFYSIDES a BOTFOM WITH TWO COATS OF Aa NOTED IN LEGEND) maximum of 50%of the diameter of the manufacturer's specified spray pattern,and N 707 OLYMPiC STAIN sprayed from at least two directions. The system shall operate at a precipitation rate of I 4. Compost shall bol 'Garden Carr'sludge compost,available from North American Suits 1/2"per week,evenly,throughout landscape areas,without washing or overwatering Inc.5j03 N.Columbia Boulevard, Portland,Oregon. planting beds. Pre-emergent herbicide shall be Devrinol 5-G ornamental selective herbicide in granular O TYPICAL DECIDUOUS TREE PLANTING DETAIL POP-UP 6PRINKLER 2 ` form. Casaron G-4 shall be used for c.-►ntrol of'Horsetail'weeds - --------- ----- -- I Ileo completion of the irrigation system installation and as a condition of acceptance, N.T.S. deliver to the Owner's agent the foiiowing'Hs-ouiit'drawings; 'ilince prints and one 6. Post-emergent herbicide shall be'Rourndu '',.abicide as manufactured Monsanto reproducible sepia of all changes to the irrigation system including a Contiuller TooneN ' Z - Reference chart. Instruct owner of system components operation,system winterization, Agricultural Products Company. Contracbx shall eliminate all existing grass and weeds at and controller adjustment processes. Instruct owner of precipitation requirements and ail plant beds in accordance with manufacturer's specifications. sched'ile of anticipated controller adjustments as landscape matures. 7. Contractor shall remove all debris,rocks one inch in diameter or largo,sticks,mortar, Q REVAIL;'1Cfi l,za o0 3. Protect existing buildings,walls,pavements,reference points,monuments,and markers concmte,asphalt,paper,contaminated soil and any material harmful to plant life,in all �y j WIND on this site. Protect adjacent property. Protect work and materials of other trades. Protect planting (�! tin areas. irrigation system materials before,during,and after installation. In the event of damage, ` repair or replace items as necessary to the approval of the Owner's representative and at no 8. Distribute following soil amendments to planting bed and lawns in even layers and power • R 1 -- WALK,CURB,WALL,ETC additional cost to the Owner. Use all means necessary to protect the public from injury at rototill or spade to a minimum doth of 6 inches into topsoil,as follows; 4 STAKING PL�+N / �_ all times. - FINISH GRADE / - Planting Doxil � 1 - NOTE: TOP OFCOVER a. Compost: Apply nine cubic yards 1,000 ft. 0 (9)2•xY x R'DOUGLAS!iR I?'A OVE FINISH GRADE 4. Guarantee installed materials and work for one year beyond the date of final acceptance of m y. . xl' IN TURF AREAS,2'IN the irrigation system installation. b. Commercial Fertilizer: Apply 50 pounds per 1,000 sq.ft. O STAKES,ATTACH TO TREE / GROUND COVER AREAS WITH TWO STRANDS Tw�STED/12 NEW GAL v. 5. Verify gallonage,pressure,size,and location of service water line. The contractor shall Lawns&Seeded Fieldgrass Q guarantee an irrigation system that functions within manufacturers specified tolerances at a. Agricultural lime: Apply 50 lbs.per 4000 P. WIRE d NEW 5,18"RUBBER ssqq HOSE the source volume and pressure:afforded to site. Make arrngements for water shut-off b. Commercial fertihzo:r: Apply 8 lbs.per IOW sq.ft. SPECIFIED / during construction if necessary,notify owner 24 hours pric,-to suspension of water f- r_11., TREE n --. �\ service, 9. Preparation of hackfiii piaming soil mix midi,bu as �l I I SET CROWN OF ROOTBALL �`, 1 AT FiNiSH GRADE W .'.;;'<.. . U 6. Verify sleeving requirements at paved areas. Cbmbine wire and piping where possible. Thoroughly blend and mix the following proportion of materials while in a mast condition. REMOVE BURLAP FROM Sleevin shall hi sized to allow clearance for exterior bell diameter in sleeves exceeding 20' Three cubic yards topsoil TOP 1/3 OFROOTBALL o / g AFTER STAKING OUICKCUUPIING VALVE in length. Protect all existing paving when Installing sleeving. Restore all paving 11/2 cubic yards compost WITH LOCKING VINYI damaged by sleeve installation to Owner's specnccations. 1 112 cubic yards bark,medium coarse FINISH -; ^u` /- BAHK MULCH-2"DEPTH COVER GRADE 7 Irrigation trenches shall be a depdi to provide a minimum cover of 18 inches for sleeving (10 pounds commercial fertilizer(1t5-16-l6)Peat moss(a I c.f.per each rhododendron azalea plant,raiz thoroughly) �--- r- BARK MULCH CIRCLE /-s••it beneath walkways; 18 inches for all pressurized main pines; 36 inches for sleeving heneath SHALL EXTEND CIH BEYOND TREE STAKES IN TUFT AREAS asphalt craving,and 12 inches for all lateral lines. Backfill with clean fill void of material 10. Keep project free from accumulation of debris,topsoil and other material. At completion of injurious to system components. All sleeving under vehicular traffic to be Sch.80 PVC,all each area of work,remove debris,equipment and surplus materials. Any paved area or other sleeving shall be Class 2W PVC. surfaces stained or soiled from landscaping materials shall be cleaned with a power PVCNLPPLE sweeper using water under pressure. Building surfaces,if soiled,shall be washed with 8. Contractor shall follow manufacturers instructions for solvent welding of PVC pipe and proper equipment and materials as approved by the Owner's representative. .' BACKFILL SOIL MiXTURE fittings to achieve tight and inseparable joints. Utilize single wrap Teflon tape at all - _ --- PVC Eu threaded joints. D o not tighten beyond manufacturers spelt fit�ons. Seeded Fieldgrass Installation t / - COMPACTED BACKFILL /!T i - SOIL MIX111RE - PVC STREET 9. Install all valves wrath pittings that facilitate maintenance removal and place valve boxes at I. Cvntrxtar shall float rough graded seedbed. Do not disturb natural drainage patterns. STAKES SHALL EXTEND _ location that are easily serviced but not in conspicuous locations. Locale in planting beds Remove rocks,clumps,or debris at surface. Lightly scarify surface. � ST AKE rT OF THREE FEET wherever possible,away from mower,edger,or de-thatcher operations. Set top of zone 4„ e, INTO UN' ISTURBED SOIL ---- PVCNiPPLE valves a minimum of 6'`below finish grade. 2. Contractor shall apply 20 pounds commercial fertilizer per 1,000 square feet of finished surface area before spreading seed. ROOT BALL DLA.+2 ' NOTE: STAIN TREE STAKES �--- PVC SftEETELL 10. Contractor shall insaon h one manual drain valve at discharge side of each remote control ULCC SCAPIFY SIDES A BOTTOM WITH TWO COATS OF _ valve and at all low points in mainline i so as to allow for complete drainage of all main 0 . PVC MAU�AtiE(COVER AS t>r 707 t7LYMPIC STAIN Po pipe P g 3. Contractor shall manually broadcast or hydro-seed eight pounds of Sunmark D.O.T.D.O. .grass NOTED ON LEGEND) lines. Mark with a painted sleeve cover and indicate locations on As-Built drawings. seed per 1,010 square feet. 400 Contractor shall providie adequate backflow prevention as required per local and sate 4 Contrartor vhall protan and maintain the sdxxlexl area by fencing,watering,feeding. " ^"'CK COUPLING VALVE 1 l Con P eahtiah a thick,uniform-rand of or2,g e TYPICAL CONIFEROUS TREE PLANTING DETAIL O UI cordes,installed as per manufacturer's specifications. reseeding, mowing and irpmirilig as ricecssary ;c: e j acceptable to the Owner's agent. N.T.S. 12. Contractor shall install irrigation controller in accordance with manufacturers i specifications. Verify the location of a 120 V.A.C.electrical kiurce and a min. 1 1/2" Seeded Lawn installation I. conduit from controller location open to all electrical zone valves in field. Weatherproof any exterior wall penetrations. I. Contractor shall roll prepared seedbed with 200 lb.water'filled roller to firm seedbed. Remove rocks,clumps,or debris at surface. Lightly rake to scarify surface. Q 13. Insall all wire in accordance with manufacturer's virifD 0011s. with a minimum of 18 iN'iNTURF AND 2•INGROUND inch looped inside valve box at each remote control valve and at the controller. All splices 2. Contractor shall apply 40 pounds commercial fertilizer per 1,000 square feet of surface area Z C) COVER AITEAS - shall occur within valve boxes with wetter-proof arrector. before spreading seed. e'MAXIMUM Q 14. Contractor shall install all sprinkler heads with flexible r.wrs,using flexible polyethylene 3 Cepa■t��lwlltallalsll be OaJtrat►!.os hydroseeddgMpserndisof Swu"k Sb&dow . J PLASTIC VALVE BOX WITH pipe not to exceed 18 inches in length or PVC swing Joints Ice fittings shall extend fa9d fog orfiwfar4 pi?a. Divi&jaadia equarptttrtt,t pt�1 este A COVER MARKE 'RCV' horizontally from pipe. piped Lim Wm �1� �..- �' O Apply y °f FINISH GRADE I.S. Contractor shall thoroughly flush irrigation system after pips risers,and valves are installed but prior to installing sprinkler heads. 'Thoroughly clean,adjust and balance the 4. 1lie Contractor shall protect and maintain the seeded are by fencing,watering,feeding, EPDXY FILL ELI WIRE installed irrigation system. Adjust spray pattern of nozzles to minimize throw of water onto reseeding,mowing and repairing„s necessary,through and including two mowings,or as CONNECTORS buildings,walls,roads and parking lots. Adjust controller for optimum performance and long as necessary to establish a thick,uniform stand of grass acceptable to the Owner's Ion - COMMON AND CONTROL precipitation rates utilizing proper water conservation measures. representative. WIRES(PROVIDE 24-OF 'Tree Trees,110 /---SET CROWN OFRCXJTBALL WIRE INCOIL,EA) ' ee I Plant Protection es, Shrubs, & Groundcuver Installali%sn 2•BARk'MULCH --, � i'ABOVE FINISH GRADE / -REMOVE BURLAP FROM I. Contractor shall be responsible for preservation and protection of all existing vegetation i. Contractor'shall guarantee materials and workmanship for one year from date of conditional FINISHGRADE - \ i� ��- PVC MALE ADAPTER such as trees,shrubs,and lawn on or adjacent to the site,which-re not to be removed. t TOP 1,30FROOTEALI_ 1 acceptance. Plant material shall be in actx��.nc:e with American Nursery Association SOLENOIDACTUATEO REMOTE Includes above grade and subsurface protection of existing trees standards set for grading and rootball sizes and shall comply with Stale and Federal laws SCHeoPve < CONTROL VALVE with respect to inspection for insect i nfestation and plant diseases anti shall be frac of insect 2. Contractor shall provide temporary fencing,barricades,and guards as necessary or pests and plant diseases. All replacernent plant material shall have an extension of required to protect titles which are to remain from damage above and below grade. Frect as g Antee for a period of one year fron date of replacenx:nt. All material sh:,ll be Lanita d W SCARIFY SiUES AND BOTTOM 2x4x24 REDWOOv PVCELL - ► I CU FT PEA GhAVEL directed by Owners Repreywntative. one replacemctit ! _ - DATE: BACKFILL SOIL MIXTURE 3. Protect root systems from smothering and compaction. Ile not store construction materials 2. Plant matenals shall have a minimum of 6 inches of prepared soil under the rocit ball,and a COMPACTED BACKFILL SLHBO PVC i l or permit vehicles to drive or park within the dripline area of any tree designated to remain. minimum of(i inches on cacti side of the root ball. 'Free roots or root ball shall have a Tr ! SOIL MIXTURE NIPPLE - - PVC MAINLINE COVFRAS minimum of 12 inches of plant soil under the root ball and a minimum of 12 inches on exh AMM BY: - / NOTED IN LEGEND 4. Protect all plant growth,including root systems of trees,from the dumping of refuse or side of the root ball,or roots. Final grade should maintain nwtball slightly above M. O'Brie chemically injurious material or liquids,and continual puddling of running water. Protect surrounding grade(not to_xceed one inch) for hark mulch installation. NOTE: USE 45,ELLS IMMEDIAFEL YOUTSIDE OF VALVE root systems of trees to remain from flooding,erosion,or excessive wetting resulting from CHECKED BY: BOX,AS NECESSARY,FOR TRANSITION TO REOUIRED dewatering operations and compaction. 3. Apply pre-ernergent herbicide to all planting beds after planting and before mulching. M. Fahy ROOT BALI nlA.+12• LATERAL LINE DEPTH. 5. Protec'all existing trees to remain against unauthorized cutting,breaking,or skinning roots Apply per manufacturer's directions. RCIASICIN and hrcnches,skinning,and bruising of bark. Where cutting seems necessary,review 4. Mulch all planting beds after planting,final raking,grading and leveling of the plantin.- EDi110N conditions with the Owners Reprez.':ntative before proceeding,and comply with his beds with 2 inch layer of Hern/Fir ire ilium screened bark mulch. a CLOSING directives, All tree.pruning or root cutting to he performed with si,rile sharp pruning DATE: _TYPICAL SHRUB PLANTING_DETAIL_ REh�ATE CONTROL VALVE instruments;do not break or chop. Do not prune without expiicit approval of the Owner's 5. Balled and burlapped trees,boxed trees or hare root trees shall be either guyed or stakes as N.T.S. Representative. detadl',xi on the plans. 6. Inspect all trees and existing conditions prior to construction. Document with written 6. Remove all dead or;lying branches and criss-crossing branches from trees. Do not cut memorandum,and photograph any unusual existing conditions. Submit copies to Owner's ;ceder. --- - -- BRASS GLOBE VALVE Representative prior to beginning work. 7. Keep project free from accumulation of debris,topsoil and other material. At rnmplelioi of - PRESSURE REDUCING VALVE i(requked 7. The Owner's Representative must be present prior and during demolition of existing each area of work,remove debris,equipment and surplus material. All paved areas or - -- UN/ONS F4CH SIDE conditiow within the dripline of trees designated to remain. surfaces stained or soiled from landscape material shall be cleaned with a water-pressure ------ APPRovr D DOUBLE CHEcx VALVE 8. Finis are not permitted On the project site. approved peBuildingr. surfaces shall be washed with proper equipment and materials as proved bythc Owner. _ -- j r VALVE BOX WITH LOCKING LID 9. Where trenching for utilities is required within drip lines,barrel under or around roots by - FINISH GRADE digging g Maintenance � - (1) ALL GROUND COVEII a alrrube -- - - ____ __ _ _.- hand de in dr burin Du not cut main lateral routs or tap roots over one inch diameter; �- cut smaller roots which interfere with installation of new work. i.'ut roots with sharp sterile 1. Contractor shall maintain all landscape areas for fro days after accepted completion of Py SHALL RE PLANTED Al T W L -- priming p. project. D i« Ye 1p,1y�rrfoev�n ronin instnunents;ode not break or oho - - -- EOl1AL TRIANGULAR e1A y"'y nr f" n or 4, SPACING PER ON CENTER - 10. ikn'not allow exposed roots to dry out before permanent backfill is placed;provide 2, Maintenance shall includde;all grade resuttlement,erosion washout,irrigation monitoring FS�r a ' SPACING AS SPECIFIED FpOM ME)�p l\ �- T 'Y T M temporary earth cover,or pack with peat moss and wrap with burlap. Water and maintain anti adjustment,«raving,edging,weeding,policing and removal of plant material debris ! yt,, ON PLANTING PLAfv �- 1 i o s s_-_C in moist rcrndition and temporarily support and protdx•t from damage until permanently during specified period. Seasonal leaf fall removal is outside the rope of this maintenance - (?J LOCA - relocated and covrr'edwith hackfill. specification. SHEET ; « ONE HALF OF SPC.IFEL �- nU 1? MIN 4• J Y y I I. Maintain ex sting rack within dei line of trees unless otherwise indicated on the Drawing g 3. Bark mulch shall be maintained a brought up to the two inch depth during this SPACING DISTANCE FROM g g p ANI'CURB,SIDEWALK OR - � - _ _ � - _ _ _ and approved by the Owner's Representative. Excavate within drip line of trips only maintenance period. OTHER FIAIRD SURFACE, Ttt cV UNLESS otHE.RWISE - T where indicated on Drawings cu as approved by the Owner's Representative, ! *' SPECIFIED71 4. Any ttediatc'ly to the attention of{te�hvnrr�ng this rntatienancc period shall he brought1 _ - 11t \ TI - r M _ SET VAL VE BOXES ON RRLCK a 5'DEEP ' Y•MINUS CRASHED ROCK RASE jTT o r EQUAL DRAIN VAI VE WITH GRAVEL SLAW r O UUK',K COUPLER VALVE__ i A NO. �1 �NTINGDE� F'0_INI OF GONNECTIUN - 3E000IA PKWY..14800 I�GrRt� .GHO,yj�$�.�S�Y��- � BH�VS-PL T�NQ 1 92439 rs SIT 93-0008 N.i.S. M VOF9 f LESS ' _ i�11 _ �l�gil-i ii THIS DOCUMNT Is rss 1T gPI1JrpjT T� 1 �' -I 12 1t. )9 5 LEGIBLE THANTNIS NOlAIION, '�FT'Tm AUGUST 30 f I , IT IS DILE TO THS''. QUALITY OF Na.se v:=w PFIE ORIGINAL DOCUMENT. £ AZ LZ 9 Z Z E Z Ii: I 9T LT 9T 9i 4T I El ZT i[ i 8 Y,L 9 4 E Z I�Inm 1� !!►! ►lulUfi Illl!!lU IIIIIIIU IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII I Illl�lll Illllilll Illl�llll 11111 � �j������i�►�� ����i����i�����N�� Y . ., i ' k 12 2" BRASS AMERICAN MADE, AWWA APPROVED GATE VALVE. WITH 2 BRASS PLUG (HAND TIGHT) 4.. �. PAVEMENT . y • I0 18" MORMON be '`•ft MIN. be a• C'� IICRETE x HYDRANTS TO BE MODERN MUELLER CENTURION A-442 6"MJ 6 1/4"MV�3 i RAFFIC BOX ' a a Q _ 3 PORT - TWO -2 1/2" NST HOSE CONNECTION AND ONE 4 1/2" NSA' PUMPER, !N FRONT �.Itt °°� b gyp: 4' MAX .Q;a 0a• j , � OF CURB E tI-= I 1 �� Ij 4.04•_ 4 . 3 11/2 PENTAGON OPERATING NUT , OPEN LEFT , COLOR YELLOW. fit , we, , sill[ MIN• 00 0 00010 olb BEHIND BACK OF--`. CURB, AND /.OR BED TO . = =UI '_ ..� i ..• I �: •. BEHIND BACK OF TOP OF COPPER ! r _ • a S••D_ �• ' SIDEWALK 2" COPPER 90°ELL � ` _ � •'-�: •; tII f a 3 2'-O" IIt" `� �•.• , MIN RaoDING -- �•�a �- RETAINER -=I 0:�•` 2 COPPER PIPE `� 3" OR LESS OAST IRON VALVE BOAC ASSEMBLY i -•.y COVER DRAIN ROCK _ WITH TAR PAPER BEFORE BACKFILL a►: .� Amoebae ennoble Menomonie W*V -- 6"MJ x MJ (L.ENGTH PAVEMENT 6"FLG x 36 OF MJ GV 3/4"-O MIN. IT- st � r oboes,Itboommow MAIN WITH VAR1ESiOLDiNG MJ x 6"FLG TEE SPOOL (SEE PLAN FOR MAIN SIZE) L 4"X 8"x I6" CONCRETE BLOCK 1 I/2 YDS OF I v2" - 3/4" DRAIN ROCK FIRE HYDRANT ASSEMBLY DETAIL REVISION Ulm .t Y EDITION z z 8 . i- DATE: 11 X 3 31 93 2 X 4/12 93 3 X 4/19/93 t 1 ,rN t 12 2" BRASS AMERICAN MADE, AWWA APPROVED GATE VALVE. WITH 2 BRASS PLUG (HAND TIGHT) 4.. �. PAVEMENT . y • I0 18" MORMON be '`•ft MIN. be a• C'� IICRETE x HYDRANTS TO BE MODERN MUELLER CENTURION A-442 6"MJ 6 1/4"MV�3 i RAFFIC BOX ' a a Q _ 3 PORT - TWO -2 1/2" NST HOSE CONNECTION AND ONE 4 1/2" NSA' PUMPER, !N FRONT �.Itt °°� b gyp: 4' MAX .Q;a 0a• j , � OF CURB E tI-= I 1 �� Ij 4.04•_ 4 . 3 11/2 PENTAGON OPERATING NUT , OPEN LEFT , COLOR YELLOW. fit , we, , sill[ MIN• 00 0 00010 olb BEHIND BACK OF--`. CURB, AND /.OR BED TO . = =UI '_ ..� i ..• I �: •. BEHIND BACK OF TOP OF COPPER ! r _ • a S••D_ �• ' SIDEWALK 2" COPPER 90°ELL � ` _ � •'-�: •; tII f a 3 2'-O" IIt" `� �•.• , MIN RaoDING -- �•�a �- RETAINER -=I 0:�•` 2 COPPER PIPE `� 3" OR LESS OAST IRON VALVE BOAC ASSEMBLY i -•.y COVER DRAIN ROCK _ WITH TAR PAPER BEFORE BACKFILL a►: .� Amoebae ennoble Menomonie W*V -- 6"MJ x MJ (L.ENGTH PAVEMENT 6"FLG x 36 OF MJ GV 3/4"-O MIN. IT- st � r oboes,Itboommow MAIN WITH VAR1ESiOLDiNG MJ x 6"FLG TEE SPOOL (SEE PLAN FOR MAIN SIZE) L 4"X 8"x I6" CONCRETE BLOCK 1 I/2 YDS OF I v2" - 3/4" DRAIN ROCK FIRE HYDRANT ASSEMBLY DETAIL K - HARD MJ x 2" IPT GLAND PLUG/CAP ` �` CONCRETE STRADDLE BLOCK CUL-DE-SAC APPLICATION 10" TOP VIEW BEHIND BACK OF CURB AND/ IOU OR BACK SIDEWALK 7 PAVEMENT ♦.V. 4 -11`t r 11 : G♦O OQ O •41:6041s..# t� l Ibe"oo ,:4 ooQd,S� TJ x 2 IPT PLUG a:' OR MJx 2"IPT e *.1r.. 0 Jt a 2 BRASS o. 4:� PLUG /CAP. I�► 0. o 0 o O• d AMERICAN • a MADE , AWWA APROVED GATE VALVE. WITH 2` BRASS PLUG �;'a �, Mitt ( HAND TIGHTSMemo, vg' q� o� j 2" MIPT `' •'�' '' =4:- �- ADAPTER .,� •' .. 1It =%'``Able �1'Q.�. -'; : 11/2" COPPER - "�""�rD4 : % PIPE AND 90'0 • _ ELL ON bowboome�Ilu _ 2 COPPER , . " 11-- - CONCRETE =11I' tx'j . :_..:�:.`:_. ,111t METER 90° ELL _ ,..,J ,111' Boxzft SAND BED TO 2" COPPER TOP OF COPPER PIPE K -HARD CONCRETE THRUST BLOCK END OF STREEI APPLICAT10 NOTE = CAN BE PLUMBED WITH GALV. PIPE IF TEMPORARY B.O. 2 TE MPORARY BLOWOFF ASSEMBLY DETAIL 1•' �' . W .per . # { ■ ■ • w i ■ 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TIGARD WATER DISTRICT (TWD) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS, 5, ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT -LINED, PIPE WILL BE TYTON JOINT DUCTILE IRON, CLASS 52, 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. 8. ALL VALVE OPERATING NUTS: SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATION. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS REQUIRED, 6" FLG. x MJ GATE VALVE, , 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-" MVO, 3 -PORT (2-21 NST HOSE CONNECTION, 1-4 " NST PUMPER), 1h to PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW. 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE -FORMED CONCRETE BLOCK WITH 1� CUBIC YARDS OF CRUSHED 116 DRAIN ROCK, TAR PAPER WILL BE LAID ON TOP OF THE RAIN ROCK TO SEPARATE THE R K FROM EARTH COVER. 12, ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90• WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. STATIC PRESSURE = 100 psi. 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD, 15, TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER), OWNER TO PROVIDE PRESSURE REGULATORS FOR 136" AND 2" METERS, 16. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY OWNER, 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. 17. UPON COMPLETION 'OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE TWD OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC,, AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS -BUILT" DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. ENGINEER'S COST ESTIMATE 1940 LF 8 DI at $24/LF $46560.00 (2) - Remove Existing Blow Off at $250/ea. 500.00 (1) - 2" Blowoff Assembly at $300/ea. 300.00 (4} - Fire Hydrant Assemblies at $1800/ea. 7200.00 TOTAL. $54560.00 ENGINEER'S BID ESTIMATE Contractor's Bid (Estimated) $46238.00 TWD (12% Admin., Overhead, Engineering) 5548.00 Engineering (6%) 2774.00 TOTAL: $54560.00 TOTAL COQTQ Pipeline $54560,00 (1) - 1 1/2" Meter at $4,940/ea, 4940.00 (1) - 2" Meter at $7, 705/ea. 7705.00 (1) - Sprinkler Connection Fee at $1250/ea. 1250,00 TOTAL: $68455.00 MATERIAL LIST 8" TJ DI Pipe, Class 52 1940 LF. 8" MJ x 2" IPT Tee 2 EA, 8" MJ x 8" FLG Tee 1 EA. 8" MJ x 8" MJ Tee 1 EA. 8" 90'' MJ Bend 2 EA, 8" 45' MJ Bend 4 EA, 8" MJ x FLG Tee 1 EA. 12" x 8" MJ Reducer 1 EA. 8" MJ Gate Valve 1 EA. 8" MJ x FLG Gate Valve 3 EA, 2" Blowoff Assembly (Temporary) 1 EA. Fire Hydrant Assembly 4 EA, 0 W Q 0 LO (� M 00 0 N 00 Z x N 0 M CD O Q z ,0 ti U �_ LJ • inQ W amC7t.. Z • (0 ZLO LJ ' 0rnrn _... I W 0N --- 0 v 0) N N �m Lo i .r. W"winnom in V) , Ne"o tt} C .. c) • Ampoulev Q 0)-t 0 00ea• DETAIL N0. 101 ".r.s *2) DETAIL N0. 102 N.T.S. j AS ISSUED FOR CONSTRUCTION. 5/13/93 REVISION Ulm W Y EDITION z z 8 . i- DATE: 11 X 3 31 93 2 K - HARD MJ x 2" IPT GLAND PLUG/CAP ` �` CONCRETE STRADDLE BLOCK CUL-DE-SAC APPLICATION 10" TOP VIEW BEHIND BACK OF CURB AND/ IOU OR BACK SIDEWALK 7 PAVEMENT ♦.V. 4 -11`t r 11 : G♦O OQ O •41:6041s..# t� l Ibe"oo ,:4 ooQd,S� TJ x 2 IPT PLUG a:' OR MJx 2"IPT e *.1r.. 0 Jt a 2 BRASS o. 4:� PLUG /CAP. I�► 0. o 0 o O• d AMERICAN • a MADE , AWWA APROVED GATE VALVE. WITH 2` BRASS PLUG �;'a �, Mitt ( HAND TIGHTSMemo, vg' q� o� j 2" MIPT `' •'�' '' =4:- �- ADAPTER .,� •' .. 1It =%'``Able �1'Q.�. -'; : 11/2" COPPER - "�""�rD4 : % PIPE AND 90'0 • _ ELL ON bowboome�Ilu _ 2 COPPER , . " 11-- - CONCRETE =11I' tx'j . :_..:�:.`:_. ,111t METER 90° ELL _ ,..,J ,111' Boxzft SAND BED TO 2" COPPER TOP OF COPPER PIPE K -HARD CONCRETE THRUST BLOCK END OF STREEI APPLICAT10 NOTE = CAN BE PLUMBED WITH GALV. PIPE IF TEMPORARY B.O. 2 TE MPORARY BLOWOFF ASSEMBLY DETAIL 1•' �' . W .per . # { ■ ■ • w i ■ 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TIGARD WATER DISTRICT (TWD) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS, 5, ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT -LINED, PIPE WILL BE TYTON JOINT DUCTILE IRON, CLASS 52, 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. 8. ALL VALVE OPERATING NUTS: SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATION. 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS REQUIRED, 6" FLG. x MJ GATE VALVE, , 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-" MVO, 3 -PORT (2-21 NST HOSE CONNECTION, 1-4 " NST PUMPER), 1h to PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW. 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE -FORMED CONCRETE BLOCK WITH 1� CUBIC YARDS OF CRUSHED 116 DRAIN ROCK, TAR PAPER WILL BE LAID ON TOP OF THE RAIN ROCK TO SEPARATE THE R K FROM EARTH COVER. 12, ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90• WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi. STATIC PRESSURE = 100 psi. 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD, 15, TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER), OWNER TO PROVIDE PRESSURE REGULATORS FOR 136" AND 2" METERS, 16. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY OWNER, 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. 17. UPON COMPLETION 'OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE TWD OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC,, AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS -BUILT" DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. ENGINEER'S COST ESTIMATE 1940 LF 8 DI at $24/LF $46560.00 (2) - Remove Existing Blow Off at $250/ea. 500.00 (1) - 2" Blowoff Assembly at $300/ea. 300.00 (4} - Fire Hydrant Assemblies at $1800/ea. 7200.00 TOTAL. $54560.00 ENGINEER'S BID ESTIMATE Contractor's Bid (Estimated) $46238.00 TWD (12% Admin., Overhead, Engineering) 5548.00 Engineering (6%) 2774.00 TOTAL: $54560.00 TOTAL COQTQ Pipeline $54560,00 (1) - 1 1/2" Meter at $4,940/ea, 4940.00 (1) - 2" Meter at $7, 705/ea. 7705.00 (1) - Sprinkler Connection Fee at $1250/ea. 1250,00 TOTAL: $68455.00 MATERIAL LIST 8" TJ DI Pipe, Class 52 1940 LF. 8" MJ x 2" IPT Tee 2 EA, 8" MJ x 8" FLG Tee 1 EA. 8" MJ x 8" MJ Tee 1 EA. 8" 90'' MJ Bend 2 EA, 8" 45' MJ Bend 4 EA, 8" MJ x FLG Tee 1 EA. 12" x 8" MJ Reducer 1 EA. 8" MJ Gate Valve 1 EA. 8" MJ x FLG Gate Valve 3 EA, 2" Blowoff Assembly (Temporary) 1 EA. Fire Hydrant Assembly 4 EA, 0 W Q 0 LO (� M 00 0 N 00 Z x N 0 M CD O Q z ,0 ti U �_ LJ • inQ W amC7t.. Z • (0 ZLO LJ ' 0rnrn _... I W 0N --- 0 v 0) N N �m Lo i .r. W"winnom in V) , Ne"o tt} C .. c) • Ampoulev Q 0)-t 0 00ea• DETAIL N0. 101 ".r.s *2) DETAIL N0. 102 N.T.S. j AS ISSUED FOR CONSTRUCTION. 5/13/93 ��Q PAOF�s 15,504 .rc;_ OREGON K aR0 DATE: 3/31/93 DRAWN BY: S.A.S. CHECKED BY: K.J.K. REVISION Ulm W 3i EDITION z z 8 6�CLOSING i- DATE: 11 X 3 31 93 2 X 4/12 93 3 X 4/19/93 t 1 ,rN ��Q PAOF�s 15,504 .rc;_ OREGON K aR0 DATE: 3/31/93 DRAWN BY: S.A.S. CHECKED BY: K.J.K. MAC,K,E 1'iE EN(,INEEWING INC. 1993, AL;_ RI"NTS RESERVED Tt FrF DRAN^NT. ARE THE F'Rrk'ER'fY OF- MA"KFNL'IE ENSINEERING iNC (V E, I ) AND AREN�31 i 0 8E fJ ;ECS OP REP 0 -- IN ANY MANNER, Ex EPT WITH RHE P' }R WR�T'[N �'ERMI�.SION OF M.E.1, SHEET 01=' 2 JOB N0. 192439 REVISION Ulm W 3i EDITION z z 8 6�CLOSING i- DATE: 11 X 3 31 93 2 X 4/12 93 3 X 4/19/93 ,rN MAC,K,E 1'iE EN(,INEEWING INC. 1993, AL;_ RI"NTS RESERVED Tt FrF DRAN^NT. ARE THE F'Rrk'ER'fY OF- MA"KFNL'IE ENSINEERING iNC (V E, I ) AND AREN�31 i 0 8E fJ ;ECS OP REP 0 -- IN ANY MANNER, Ex EPT WITH RHE P' }R WR�T'[N �'ERMI�.SION OF M.E.1, SHEET 01=' 2 JOB N0. 192439