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7450 SW BEVELAND ROAD-4, T r i [ O ...-._ ^+.+Tw....w+w.•ww_...-�-�. ,• ,, '�' '_P 'SIS' _ `��_�`�^ .v..r.y_:.."._.._..,....-+.M-.. _ emia-s-Tt VX1 402 3o. � T. f ! ;4 ► °� —._,tet � _ < _.`...�- �,", � I ��) �—li'?'! � � adcatprlq� L, I ! ✓� eT �• ,, r r .r PROJECT LOCA T1ON A / Emmq alm l 'Nk. cnx 1ti.M f yam, - ttt "�• �YIi'� �r 1 �`. 0q/��Off. fr/ 14 s• PROJECT SI TE 0 V C N 1 To Y MAP ESS , ° C I V I L ENGINEER o S U R V E YO R ENERAL DOTHEE T�.� ._� DL ENGINEERING ANDY PARIS & ASSOCIATES, INC. 1. ALL CONSTRUCTION SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE CITY � 222 NW DAVIS STREET, SUITE 403 15962 BOONES FERRY ROAD OF TIGARD, CONDITIONS OF APPROVAL FOR THE PROJECT, UNIFORM BUILDING CODE APPENDIX c0 ICO K' p PORTLAND, OR 97209 LAKE OSWEGO, OR 97035-4351 CHAPTER 33 EXCAVATION AND GRADING, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC IMPROVEMENTS, THE UNIFIED SEWERAGE AGENCY AND WASHINGTON COUNTY. SEE PHONE: (503) 225--1679 PHONE: (503) 636-3341 SPECIFICATIONS PROVIDED. C1 . 1 �!� CONTACT: GARY DARLING. P.E. CONTACT: HARRY SALO P.L.S. 2. ALL UTILITIES SHALL BE CONSTRUCTED TO MASTER PLAN SPECIFICATIONS. '�I �i 3. THE EXCAVATOR MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571, INCLUDING C2. 1 GRAD N G PitA�'' ►' �+' 1111111w- am w U T I L I T Y A N D S E R V I G � _ NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 HOURS, BUT NOT MORE PLOW P .0_ V I R THAN 10 BUSINESS DAYS, BEFORE COMMENCING ANY EXCAVATION. C2. 2 EROSION P' DETA LS SENDER DISTRICT ELECTRICAL SERVICE 4. THE CONTRACTOR IS RESPONSIBLE FOR CON•,TOLI_ING SEDIMENT TRANSPORT WITHIN THE PROJECT LIMITS, USING RECOGNIZED METHODS FOR EROSION CONTROL AS APPROVED BY THE CITY OF TIGARD = CITY OF TIGARD PGE COMPANY AND 'THE UNIFIED SEWERAGE AGENCY OF WASHINGTON CO. C3. 1UTIL;I it Tl FJsJft 13125 S.W. HALL BLVD. 14655 S.W. OLD SCHOLLS FERRY ROAD TIGARD, OR 97223 BEAVERTON, OR 97005 5. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON Attn: BRIAN RAGER Attn: JIM JOHNSTON/BRIAN MOORE COMPLETION. C4,. 1 DETALS -----�-_ 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS POWER, TELEPHONE, GAS, CABLE TV, ETC., NTH EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO C5. 1 Nol WATER DISTRICT TELEPHONE SERVICE FINAL INSTALLATION OF THE SYSTEMS. TUALATIN WATER VALLEY DISTRICT GENERAL TELEPHONE CO. 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND 1850 S.W. 170th AVENUE 8840 S.W. BURNHAM — 2nd Floor OTHER PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO ALOHA, OR 97006 TIGARD, OR 97223 ITS ORIGINAL CONDITION UPON COMPLETION OF WORK. Attn: JESSE LOMAN Attn: SUE SMITH 8. TEMPORARY EROSIN CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT EROSION CONTROL METHODS ARE IN PLACE AND OPERATIONAL. i FIRE DISTRICT CAERLE SERVICE 9. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS lis: TUALATIN VALLEY FIRE AND RESCUE TCI CABLE OF TUALATIN VALLEY MATERIALS. ALL SUCH MATERIALS SHALL BE REMOVED FROM SITE AT THE CONTRACTOR'S BEAVERTON CITY HALL, 3rd Floor 14200 S.W. BRIGADOON CT. EXPENSE. A/ *"WWI BEAVERTON, OR 97005 BEAVERTON, OR 97005 10. ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN ,v �� Attn: ERIC McMULLEN Attn: CRAIG EYESTONE ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WIRE THE FULL LENGTH OP DL ENGINEERING A1. �,* F CWIJCTS ,��` �' AM THE INSTALLED PIPE. BETWEEN GRADES SHOAM IN Mg AW APO OFAVES RLr-WSED W1= AM (sA►' SERi'�L'E POSTAL SERVICE 11. NO MATERIAL SUBSTITUTIONS OR DESIGN CHANGES SHALL BE MADE WITHOUT PRIOR PERMISSION OF AFTER THIS Tg;'t , ' MMIC S�VJC�'' WAV �,D. NIS 1S THE ENGINEER. DDE TO A CONFJJW J—U--19 W do NORTHWEST NATURAL GAS CO. U.S. POST OFFICE 12, A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE 220 N.W. SECOND AVENUE 12210 S.W. MAIN STREET MAINTAINED ON PSE SITE AT ALL TIMES DURING CONSTRUCTION. ENGINEERS INC. ,14'11% �. a awmAC OR IS TO PORTLAND, OR 97209 TIGARD, OR 97223 VERIFY PE�'ME"I AR 6 A lr 0"m 1w% 0I � use Attn: SCOTT PALMER Attn: CROTON WILLIS/JIM STEWART 13. ALL FILL 1MTHIN THE BUILDING ENVELOPES SHALL BE PLACED IN 12" LIFTS AND SHALL BE DA TUM CIONTr41 �Ill�l. COMPACTED TO AASHTO 957 DENSITY. THE CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST DEPORTS SHALL BE SUBMITTED TO THE CITY AND TO THE EN(ANEER. lrw m1m rMwfr• / �MMw EWEN— • Ny �...,..__ ,:r•-_•,,. _ __... �.._�9..._ .. ry . ' ..,« .....-..... yf.�,� jl� ..uCsl. t _ ._• _-. - �yy.,,._«...Z,.Ay.,.�hM", N.. ' ,,,�Lr-.....M....�...._v..,.r...---- a — "�j . � � �^ � 6 10 12 .4 rE, • � llil � I�LIIII IIINII 111!111 1111111 1111111 1111111 Iflllll !.!.!1111 1111111 I�fllll 1111111 1111111 IIIIII � .: s :� . � it (11111 1111111 1111111 1111111,illllllllllllll Illllillillllll Illlilll[IIIIII II III III III I[II III I ! I III I III .. � I I I I I l I I� III II 11111) 1 �iu�lri i ��ii � ►� i iu,i� a um in6 a unli a�u�l�i��onin �Infilt�ullifi�u�dilfi��mbTi�isul�7ft�ni►I�l Imd i�rrnl Illi l ' 1+ fill • _, . _.- �uloi i��ab�nnb��Tnl��mliRi�� r -....�. - ...�. n .�, - -v_ _ -....ce---•�r.rG�•-- -:avr.._.�..ul•.'uO.rs.n'^i+_vs .�.'.� . h' • �.... ., .. Y.i., it TOPOGRA.F"c StJR Y FOR: ► SIP EVERGREEN PACIFIC reR BEING LOT 27 , " HERMOSO PARK" IN THE NE 1 /4 SEC. 11 T. 2S . , R. 1W. , W. M. " • WASHINGTON COUNTY, OREGON 1after *. HERMOSO t Q MAY 179 2000 MAP 2 1 1 AB ENGINEERING r22 Ill DAVIS ST � E.WE 403 ,eP W — _ PorUand, OR 97209 ID l (503) 225 -1679 co ij�'�-OFI X194.JlY�Jrp 4 W r_ EDGE OF •/ $ >)s i OM 1 ArR w ON ASPHALT W GRA -OH RO S� air' W a4 E ON •d ASPHAL CDMC>lE1E • �aJ o uni 1, a Z 45 a,, tY area+ S/8' IP t4• WII' Fill OW T 193.6 �• XASPHALT 11471 ii•a 6 f9QQGRNOX I 9h. a• . h G ty I a011CKtE 6f W TOP z z d CONCRETE �°o 16` CEDyllt � / ' ETE f+ W CHAIN .. UW FENCE ISS a owmi. ►moi E=4tr H LT a ONE STORY WOOD FRAeAF. GATE. HOUSE LOT S CHAiI LOT �4 UW FENCE i6 � w tr oeaouoela • cowcRE °1_..L,. z a,a• . Z c� DoT HERM030 , s CAN Ze 190.3GRNOx , ' + C�X t96.tCRNC . r e CQNCR�TE LO .� �� 29 PARK ARK awa.. �. LOT s� —� � z JE.�` • �96pC TE 27 P ' 25.3' xavL3arAo � � •• ' � h ONE STORY WOOD FRAME Jimh 'MAGE I90..3GRNOX • i2' L J io" �gss SS Yp � X200 Jc�4�vD rFS 1x allecH >S 441 E r tea+ �r �eY4. •r area+ pu Air a ►Y4.JEG �rar eMlpl a' iW 12' OCMeaE1E AWN ` �- tr � � wca rw,.CHAIN LNNf FENCE 192.94~ W CHAIN / X/Y7,�peMp Lai( FENCE AW WN MW S , a.>M M. DATE BY I N0lm. L09M 1. ELEVATIONS ARE ON NGW :'R DATUM, BASED ON A CITY OF =40 BENCWipllld �.�Arm aaaaeo�ax awmv SHOP - SPOT ELEVATION � I MARK. A 3" BRASS DISK LOCATED AT THE SE CORNER OF HAMPTC1N ST. TQ Oi tXAKa - SPOT ElEVA7110N AND SW 72ND AVE WITH AN NOW 29 ELEVATION OF 221.84: Lk mm ow LEVA MW I TI# BOUNDARIES AS SIOWN ON THIS MAP ARE APPROXIMATE OAL Yn 7105 W/ypC IM V3A OMl'A ASW ap p TAS ar AVNCR.T - SPOT ELEVAT wlaewatll�ecx lA' �' CUIMCREI'E - SPOT E1EYA TKaN I L MAP DOES NOT RVWSIENT A SURVEY 70 BE RECORAED, BUT WAS DONE %oR �. uxuw IMF - 9a ��X Tpr Of CaNQSPOT ELEYAIK�V 97r/TVPO INRWMATIav ONLY "M LAW wweao r LDfr CIS PAM"T - spor Ez"A1NY11M REa�tTERED I THIS SURVEY IS MADE FOR THE ORIGINAL PURCHASER OF 7W SURWY' QALY. A l 1A>0L dm4mwx E0M Or CONCRE7r - SPOT P,"ATION INCASSUMES NO UAPROFESSIDIAL ANDY PARIS & ASSOCIATES` . B/UTY FOR �V�r�^W 11ON i SHOWN HEREON TO ANY OTHER INSTITUTIONS OR SUBS:i P(AVC AA3�S � fAIM►GIR1Y JEW CrE'A�J4/(�'�,� MAW" ASE OF GRAVEL - SPOT ELEYAT1idN LAND SURVEYOR PROTECT OF' TW PROPERTY C IOURIT w■ ow OT A94w T - SPIOT nLEVA now NUMBER MNT001 4 SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SGNATURE OF StRWYM. 1r1Am sew iWM0ED FLOOR EIEVAMW - SPOT ElEVA1XW AL NO ATTEMPT HAS BEEN MADE AS A PART OF THIS SURWY TO OBTAMI OR MAL J( WIF1EIL011E Oi RONO - SKIT ELEVAIM OREGONDate: 18/21/00 SHOW DATA CONCMING EX.FTENC& S/IE. DEPTH, CONDITION, CAPACITY; OR O S=W now E MANOR" FLOW LAS OF aM - SPOT ELEVAMW ommy is, t LOCATION OF ANY UTIUTY OR MUNICIP"UBLIC STPNCE FACITJTY. FOR , MiAA1 E� � HARM Q 4 HALO Scale: AN NOTED INFCJWATION REGARDWG THESE UTTUTiES OR FACIUTIES, PLEASE CONTACT zea THE APPROPRIATE AGENCIES 6Af � Drawn B]: JRM A THE LOCATION AND OR EXISTENCE OF UTILITY SERNCE UNES TO THE PROPERTY SURWYED ARE UNKNOWN AND ARE NOT SIOWW. IX fmE mmuff Designed By- GRAPHIC SCALE X "SURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAI OR Checked Bp --- _. CONSIDERED AS A PART OF THIS SURVEY. NO STA MWENT IS MADE „ 771 w 46 so CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTA04M OR FAaUTIES THAT MAY AFFECT THE USE' OR D£VELOPMEAIT Of THIS TRAC>: RAW,DR • AM Ina% AL THIS SURVEY DOES NOT CONSTITUIE A TITLE SEARCH BY SYNPWYON 10 r1mv ROAD ( m rm ) INH MAY IVST EASAONT3'r CONDITIONS, OR RE3TRICTTONS THAT COIA,D LAKE aMopumm 97m 1 fib 20 tL AFRCT 1W TITLE OF TINS PROPERTY NO AT7EAIPT NAS SM AMM N THIS S RWY TO SNOW SUCH MATTERS THAT MAY AFFEOT ML uticr. oom aMM O aoior�Trr owo DRAFM »w awsv#.i.eee M. RA�at� 201 1i - • • . .-.. ... r. W, .°. h. .''.i 1. ,. • - . yry� �•—_. � W■ � . s • i1 i1i , ,ill II�Ii1111(�Ill IIII�II (I1i91 ` IIIIlI l.�lllli L.[111i� 111f1�1 lIIII 1111111 II Ip i � Ilil�I1 ! IIIA �11lNNI IN11�� lU1NNNN Nrr rN Nr N NrNNNNN INNh�rf�lllll III Illillt !!11111 IIIIIII�Ilil11! 1111111 111!111 1111111 11 - IDIII�At �H� .�� .� ..: � . � ,.� . � 7171 7171 r N s° i Ii Ium I uuh 111tlr1 "JI 11 luellt i i�uifi�i�iu� mliT +Nlt itdt t . RW1ri/n1� awl" .t,i Y. .:,.. F• � e .. .... -... m • `Ot�r.�•RKMIMM�.RY• fir. 6.+fl�tir1►rr'��.�.Qlii��MA•l.Wwwi�o "Yn -H.. :. - ' ... „ .• ':sew.�.-,«... r. M .r r- .0 . .. .T w.a_ "1 .i."`R�e ...... - s.w.i..,�r.� .. -• c -s .: ....,. cYa...JM.i:w ..., ..-.r..az*.rwa., ,;.,�..,yjO &Iy ,. .,... - _.. ^,�_ ..,w�r•w.rrYf►�►vp+wr.+ +ww+re.�+nMMr'++1rrti...�Iai47�' -'.' r tea'" '.' .r E `1 i ALL ROAD WORK WITHIN THE PUBLIC RIGHT-OF--WAY GRADING NOTES: THAT PERTAINS TO THE W I DEN I NG OF S.W. BEVELAND DRIVE IS TO BE COORDINATED WITH THE LOWE'S 1. NEW CONTOURS SHOWN ON THIS SHEET REPRES:AT FINISH GRADES. HARDWARE PROJECT. SEE APPROVED J-U-"B PLAN, 2. SPOT ELEVATIONS SHOWN ON THIS SHEET REPRESENT FINISH PAVEMENT � !►d t xt4► ATTACHED TO TH I r SET OF DRAW I NGS GRADES UNLESS NOTED OTHERWISE (TOC-TOP OF CURB). . r 3. SUBMIT COMPACTION TESTS RESULTS JOINTLY TO THE ARCHITECT, 4 �f �� ENGINEER, AND WASHINGTON COUNTY ALL STRUCTURAL FILL PLACED. ' 4. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION Al IN ACCORDANCE WITH EROSION CONTROL REQUIREMENTS. 1 s '�IWOr9__ G rr - - t Wr ® E � � R I � E �' ,i i r ri i�r ��S !2•�1-01�� E L A L� --:- - - 2 • • - ��i- - r �.. i 24.0' W I OE: CONCRETE �'� r r -� i- ! OR I VEWAY GUTT A BBRE V 1 A T 1 ON5` •== I STD. OETA 1 CITY OF T I GARD 6.0 CONCRETE S 1 DE11►AIU[ NEIN C18 AND10 • - III I • r - - r - r r ADD I T 1 AL AC PAVEMENT REMOVE EX I ST I NG --MATCH EX I ST I NG B.O.W. BOTTOM OF WALL ELEVATION • • - ' 193.90 FOR RO 11N 1 DEN I NG � AND (;ITER B.O.W. 191.30 I CF CUBIC FEET I �JIR \ . CY CUBIC YARDS 222 N1/ DAVIS ST ,. T.O.W. 1li6,00 ___ .._ _ EL. ELEVATION SUITE 403 ai � - O.C. ON CENTER DETENT E ON POND44"TES Pa>r�l>�na, On 97209 �. -ti• _ (503) 225-1679 - - - : PERF. PIPE PERFORATED PIPE ".` ; ` . mov. 97.00 T.O.W. TOP OF WALL ELEVATION I �7MT ION POW 1 19330 _ GIMOM OF r94.30 - •3.1�' o =- ! WATER UUAL IT Y YOB. � (� 194.50 1 .00 i 194.50 '° DETENT ION VOi.�MrNE _ � I93�Is .: : y:. WALL S 1 TE AREA 1 NFORMA T 1 ON2 BETA I N I N� WA. /*FACE OF WALL 196.50 GRADE • FACE OF TORAL AREA 0.39 lYt1iE5 WALL 198.55 DOM DWER IOIb SUWAMS=0.14 AM � J j OUW&L STRUCTUK W/ v if) � �E owo, FM lf%W OUS SUIT KB=0.33 AM _ ' 1 NET NiQEASE N fl�IV1011S SIlWA1fS=4.19 ACiiFS Da8LE D ITCH I NALET, 5 7 , 1 AREA DRAIN Vii;I _ R I M 196.75 FOR DETAILS a 18'-36" STEM WALL HEIGHT VARI EXISTING CONCRETE ' BLOCK WALL OPERA T 101US AND 111�1A I�NTOVAIA0PL/ A,94 � I97.00 GENERAL PLANTING NOTES: FOR STORM DRA 1 N E I C � A ' 1 ?' 1. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF 1. MOW TIME VEGE'TAT 1 ON i M TW POW tf�P �' 1W d"RI lir � ALL EXISTING UTILITIES. AN AEST HET I C APPEARANCE. TL1 t1 T -ft q}I � 00ft"111.Z ' r VEGETATION, Alrp TO 1�iP Tiff �►I1ER � �; �, T� � a4 2. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS V.t 4! - AND SITE CONDITIONS, Z RE-PLANT POND VE.6ETAT ION 11M AIgE•ek,5 9F 'f VtSAPI"k A� I IN 196.00BARE SPOTS W I TH APPf> I Alf VIAlrin. w 3. PLANT MATERIAL SHALL CONFORM IN SIZE AND GRADE TO 194.30 ~ •.+� �..•r;. THE 'AMER I CAN STANDARD FOR NURSERY STOCK' CURRENT 3. WATER THE POND VEfZS:FAT I ON 1i XM.4 �.�" AIS 4* TW irk 6iM$Or Z - • : �• INSTALL AREA ORA I N EDITION. SEE UT I L 1 TY PLAN PER I OID AlID AS 1� 01i 1Y-Y t�iT�+R 'fQ �l�R'�I W ury� tlgt3WT1# � 4. TOPSOIL REMOVED FROM SURFACE IN PREPARATION FOR 4. REMOVE DEOR I S ADD L i TTER ,AftY W W OW�j4 rrW p *F Q - GRADING & CONSTRUCTION SHALL BE STOCKP I LED roR ROCKS. AND OTHER DEO 1�S. PAY PAI HC�� NSI kJW 1W IW MT(, T � GRATES AND OTHER OIllT1,c 1DAv'T M 1lE�✓�. � � -°• f•` y REUSE IN LANDSCAPE WORK. IF QUANTITY OF TOPS4 I L IS v-T I g4•oo -.: FF 196-00 I.a' HIGH RETAINING WALL I NSUFF I C I ENT, THEN ADDITIONAL TOPSOIL MAY BE REQU I RED. Z Q ~ ~' _ T.O.W. E0... - 197.50 TOPSOIL FOR PLANTING PITS SHALL. BE CLEAN, FERTILE, 3. REMOVE SED i WENT DEIPOS 1 TED Irl ' VOW JkW t� ��p, f }.� 95.32 FR I ABLE, NATURAL TOPSOIL OF LOAM CHARACTER WITHOUT RAKE SMOOTH TO GRADE. _ p . ' " ADMIXTURE OF SUBSOIL MATERIAL, OBTAINED FROM A WELL 196.75 DRAINED ARABLE S f TE, CHARACTER I ST I G OF LOAM AVAILABLE 6• REPAIR AREAc TH/hT F{3R11 �ot4/ .*S Fliri T4f , ,, 1 IN THE VICINITY. REASONABILITY FREE FROM CLAY,, LUMPS, COARSE SANDS, STONES, PLANT, ROOTS, STICKS, AND OTHER 7. INSPECT THE POW AT T 'TNW T t� Ak �j : LWW Ijkl MII�, WI6-1M1I' TEW, I}j"-C)" R I VER ROCK FOREIGN MATERIALS. EARLY 9UA111ER AND AFS - 'STS '# M9 11/ 136! 18` STEM WALL - T.O.W. 197.50 2' w I DE & INFORM LOCAL RESIDENTS OF THE P� ,9 149100 W T' � f 14 0 5. LANDSCAPE CONTRACTOR TO WATER PLANTINGS FOR ONE IAFORTANCE OF 1�pIW, IT n*F ,QF • fig•INN (A , ,W C MAX YEAR AFTER INSTALLATION. GUARANTEE ALL PLANT QTR I NAPFR 1 ATE WAt'' t I ALS. 6 - MATERIAL AFTER FINAL ACCEPTANCE FOR DURATION OF ONE / 195 SLOPE NOT TO EXCEED 2.07 1 N W YEAR. PLANT MATERIAL SHALL BE ALIVE AND IN SATISFACTORY ANY GIVEN DIRECTION FOR r�i GROWTH AS DETERMINED BY LANDSCAPE ARCHITECT AT THE s DISABLED PARKING SPACE END OF THE GUARANTEE PERIOD. WARRANT ALL REPLACEMENT PLANTING LEGEND PLANTS FOR ONE YEAR AFTER INSTALLATION. C 6. FERTILIZE TREES AND SHRUBS WITH "AGR IFORM' 21-GRAM TABLET, WT �1 A107 20- 10-5 AS MANUF 7TURED EY AGR I FORM INTERNATIONAL CHEMICALS. +• g1A(L FRU F TED ;B14.LJTlr { SAW-qWW i NEWARK, CAL I FERN I A: 2 TABLETS PER SHRUB, 3 TABLETS PER �. ., ING 11, � 4VJM 0= i TREE. (4-4 PLANT'S PE74 W fT) 193. 1 7. MULCH SHRUBS WITH HEMLOC X BARK, M%:.J I UM Rv. DATE BY LP �� ( 8. METHOD OF SEEDING MAY BE VARIED AT OPTION OF CONTRACTOR D" �A I 9/3/00 IML ^^ 1 % _ ----- WHEN APPROVED BY LANDSCAPE ARCH I TECT. HYDROSEED SALAL OREM 4W*DBM�l14111� \ ADD I T I VES: SPACM • hg-1.0' 'lid✓ 161 �I dD' 2 19/19/QUI IMI. -" MULCH 2000 LB./AC. WOOD CIBER MULCH S!i1LL� 1"�10' ! TACK I F I ER 40 LB./AC. _ r FERTILIZER WEBFOOT TRIPLE SEVEN ORGANIC FERTILIZE �� 2..5 0 10 APPL i ED AS RECOMMENDED BY MANUFArTURL _ 9. WETLAND SEED M I X: PERCENTAGES ARE BY SEED COUNT NU i WE I GHT ELKA PERENNIAL RYEGRASS LOX / 1 EXISTING CONCRETE AV DEWY BIRDSFOOT TREFOIL 10% I 194_50 I •� I 1 BLOCK WALL COBRA CREEPING BENTGRASS Iox END STEM WALL NATIVE RED FESCUE 60X ' GRADE • FACE OF WESTERN MANNA GRASS 10% _ WALL - 196.00 � APPLICATION RATE: 3L.B./1,000 S.F. ` ` PROJECT 196,75 10. oT19E�ISD c�IUDIK M BE SEEICED WrTH PRD-TK In-3N 9J ` . ` . 1 TMBER MNT001 SEED MIX AT A RATE OF 5 L13S./1,01x1 S.F. � • � • � M � "" -- __ Date: 8/21/00 _ 40 w FACE 1 1. RESEED AREAS WH t CH FA I L TO PROV I DE UN I FORM GRASS COVERAGE, LINT I L + 115.1 ` 195 00 I r '� 'j WALL - 197.00 ALL AFFECTED AREAS AR ACCEPTABLE TO THE OWNER. Seals: AS NOT1iD -� �- 100 195.00 "' EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS ��--� COMPLETELY VEGETATED. ALL WASHOUTS SHALL BE REPA I RED AND RE- By: JRM 198.00 r' SEEDED AS NEEDED, Drawn «[' Designed By: JRM/CID . OPr�I I N DUE TO POTENT I AL DA�IAIA RIM 19 A I I CTS RETAINING III.I Checked By: GID Is 7 Its DES 1 GN-BUILD. GRADING AND STORM SEWER Top OF WALL ELEVAT ION TO S E HAS BEEN REVISED F- BE OETERM!NED lot TPiE F I ELO FUTURE L O W E ' S H A R D W A R E n v 0 5 POND PLANTIM PL A N �.�sw $>�. a C4 N.T.S. sw ,� ., .: . .'. ..,.:? 1"�f'».,. t 'rr• .1a1':,. 3,k+•b:. .. ._ .. .. . .. i '_ rV'M'.Y'°,. "?�.'ctr'4�, �� f •��1 11 ' 10 12 14 F r • - ii l �tM IIIti01 IfllIIl flll��i lIIIIiI iillll! 1111111 1111111 1111!11 Iilfl illlill lilllll IICII , ' ;� . .-� III Ilillil (11111) Illllii 1111111 lillllllillllll IIIIIII�IIIIIII IIIIIII�IIIIIiI 1111111 1111111 1111111I111lIII 1111111 Illilll Illlill 1i ' I' a 1,- FILTER FAbk I C MIATER I AL F 1 LTEfi: ST I TC*D LOOPS EROS 1 ON CON TROL NO TES �" W'� F,�IC � rx r POSTS MATER I AL I. APPROVAL OF THE EROSION CONTROL ELEMENT DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR io /- �' DRAINAGE DESIGN. , a s B 2. I MPLEMENTAT 1 ON, CONSTRUCTION, MAINTENANCE, RELPLACEMENT I W. CJ E V E L A R AND UPGRADING OF ALL EROSION CONTROL MEASURES IS THE s RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION ,o ��- I S COMPLETED AND APPROVED AND ALL VEGETAT 1 ON/ LANDSCAPING IS ESTABL I SHED. -I GRAVEL \ 3. THE EROSION CONTROL. FACILITIES ON THIS PLAN MUST BE s IMl M SPACING CONSTRUCTION ENTRANCE \ CONSTRUCTED IN CONJUNCTION WITH ALL. CLEARING AND GRADING ACTIVITIES TO ENSURE THAT SEDIMENT-LADEN 2 ` WATER DOES NOT ENTER THE DRA I NAGE SYSTEM OR V I OL.ATE FROM V I M S� V I EW APPLICABLE WATER STANDARDS. C2.2 ANGLE BOTH 80S OF FILTER FAIRt i C i 4. DURING THE CONSTRUCTION PER i OD. THE CONTRACTOR SHALL FENCE TO A'SS�I/fE 90IL IS TRAPPW UPGRADE AND MAINTAIN ALL EROSION CONTROL FACILITIES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SED I MENT-LADEN WATER DOES NOT LEAVE THE S I TE. �� •dib 64 Od ap a 4 0� v� gQ1 _--- ��r+► d• °� � � � 5. ALL EROSION ON CONTROL FACILITIES L I T i ES � 6 o L SHALL BE INSPECTED DAILY L . 1. @t'Y BOTTOM OF F ILTM FABR IC 8 BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO VM ICALLY FAMISHED GOtADIF- �2 I� DAVIS ST INTERLOCKED d a Qp :p a ENSURE THE I R CONT I NUED FUNCT I ON I 2- R. ME OR � 403 b r p.O ° NG. 2"x 2" POSTS 2"s 2" F I P 1 A0 F POSTS.AND ATTACH Portland, OR 97209 6. DUR I NG i!TACT I VE PER 1 ODS ON THE S 1 TE, THE CONTRACTOR °p°o` o ° MUST INSPECT AND MAINTAIN EROSION CONTROL. FAC I L I T I E5 3` �I TCH� LOOPS TO � INSTALLED (503) 225-1879 6 baa 6°p°°°p°p 00 p op 00 0 ONCE A MONTH OR W I TH I N THE 48 HOURS FOLLOW I NG A STORM 6 60 °pppbpp0 ' _ � EVENT. T� VIEW 4. COMPACT ALL AWAS OF FILTER FABRIC o p �CY®4s, c a °° p° p T 6aa apo°p°°° '�, 7. AT NO T I ME SHALL MORE THAN ONE FOOT OF SED I MENT BE °o o p°p° ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. °°0 0 00 p° ,r ALL CATCH BASINS AND CONVEYANCE L I NES SHALL BE do's°°`y o°o°°°° ° B I OF I LTER CLEANED PRIOR TO PAVING. THE CLEANING OPERAT!ON SHALL I MENTFENCE 6006' ppp ° �--� ,: NOT FLUSH SED I MENT LADEN WATER INTO THE DOWNSTREAM �64°6 op °°O° A '�--- BAGS 3 SYSTEM. �-� N.T.S. n a°° °a°app o° C2.2 TYP. 8. STAB I L I ZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED `� ° ° I AT THE BEGINNING OF CONSTRUCTION AND SHALL BE MAINTAINED o ° °°°°°a°p°°° f FOR THE DURAT I ON OF THE PROJECT. T! i X66 oa G6°°p°°°p°06 ADD( Or AL MEASURES MUST BE TAKEN BY THE CONTRACTOR, WHEN NECESSARY, TO ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. HYDROSEED, MULCH AND FERTILIZE ALL DISTURBED GROUND NOT RECEIVING HARD SURFACE AT THE EARLIEST POSSIBLE TIME. wAmf r USE SEED MIXES AND RATES AS PER "EROSION CONTROL PLAS: VO PORTLAND I� I A E TECHNICAL GUIDANCE HANDBOOK". PRODUCED BY THE CITY OF f ' j PORTLAND AND WASHINGTON COUNTY. z F I 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS • SEEDED BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN �►� ;�• +' L) Z UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4�' 49 D • - W Its fMf�Inr T1rP. .; CLEAN PIT WA dt r - 2"'--MM IMlW GRAVEL FF 196. 00 SUMORAW REIlls�CUiM �. I � G�0'1 ff ILL AS WM I LIED + OEM :Z) I `1 f� f v� ` *2O'' M R 0C FOR SINGLE FAMILY APO DUPLID( IES I O MIT I AL o 2 CRA VEL CONSTRUCTION ENTRANCE 3 T N.T.S. r \. - 1- - IRM. 1>d►tR _ BY s - I ' Ai 9/3/4✓ GID FLOW 2 9/19/ GID 1 SECT I ON A—A P Q 1`Tai I� AREA..1�. A IN I � �_ ,• _ PROJECT 4MAY K USED SIRMT TM r�r��ER w�tT�oo i r ` ►/' UM I TV I AND W A Date: 8/81/00 FlOrlr silie- AS NOTED SC4t i` 1"=10' Des1<naed IIS: J" Checked BT: GID f0 5 2.50' t4 PLAN .ICU 1N. r 3 TEMPORARY B10FILTER S . C 02 C2.2 N.T.S. �.�.>�►...,�.��►. 4d 1i a -+ r . ...,.. .. .._..... `„ it __ :... _. ..+w•iq� G141�a «. i..a R - ,..... ..�#iW 4R'�t• ...'°ws �. *raarr Y a`-.r. _ _ _ - ,,,._,,.wM,n..,.--,,.,n,,,...�_ -'�!' '�„w, , � „IM,ns - 10 "(1110 - I- III • !lI�IIII III I � I • �. . ! ! I!I I il�ll�l Ilalil( 1111111 I,IIIIiI Ll�llll IIlil�l fl�ll i(11111 1111111 i(ill III Ilil�ll IIIIIIIIII►IIlIlI I l � ` � � � � � � I ! .. III,II IIIIIIIIillllil I,Illllililllii Illilll�Bll! �d I I J� ►I Idll I SII h I !. ! II �I I � I� � dl � ILII II II�I �I,Illdllll IIILIIIII 1111111 ! III.I II � � II II II lug+lr �n�� nnl � and ��nd�lii�nul��lufiirod�lludA�►p� I �� '�� +�� i�� I� i j ��u�h �a� iiulo i +m6 i mdu �Oi i nullRi suds o udu if r • ....sw=. -4,. ,,.,, ,. �O.IM.J.rt�Ot.'.•�ail..'.1.K e 'wMF !P _ ^.�; - i�w..rr'� tl,p�y,,..... +4,y11/!mM'}IO�.f,.M.•+ MR••+"e'AMw. r.Y:•a..-. �n C.Alalll'W alUr%M L)r%pmi,4 ri%ivv% iv F EXCAVATION AND NOTIFY ENGINEER HARDWARE PROJECT. I 10 52.50 10 OF ANY CONFLICTS. V) UO W W ��_ SD SD D SD SD SSD sa -- I Uti XISTING STORM DRAIN EXISTING SANITARY SEWER SS SS S 12-31-01 SS SS SS C, .-- Ss NOTE: 0 CONNECT 'TO STORM DRAIN SYSTEM PROTECT EXISTING U11UTIES - - WITH 6* BACKWATER VALVE 0 SW BEVELANDIDR C'n V) DURING CONSTRUCTION INSTALL RE HYDRANT is m C4.1 EXISTING WATERLINE FNAJ EXISTING ......... STOft SEWER HAS ENGMERING FIRE HYDRANT AREA DRAIN BMW REV I SED 94.50 . . . . . . . . . . . . . . . . . .. . RIM 1 -j 222 NW DAVIS ST IE 192.10 C CLEANWIr z- SUITE 403 W rim 197-00 0 P orUand, OR 97209 H...... IE 192A2 (503) 225-1679 OH OH - GH F OH CONNECT TO EXISTING SANITARY OH 6B.] LF 60 EYC *0 DEPTH AND NOTIFY ENGINEER OF 3' TYP. S-0-0199 SEWER. CONTRACTOR TO VERIFY lop <tl .. ..: I -- �'i ET Ci!TCr+ �NL ANY CONFLICTS. SD CLEANOUT ABBREWATIONS Tj r4ry POL mvj=jiqq,52 RIM 195.60 pvC=196- (gy 50' DOUBLE 3 80' DRAIN I.E. 191.46 CHECK W/UNDERGROUN SD STORM -0 ..0L. qC,=1qr3.80, ..2 -kp • ASSEMBLY C4.1 DROP LE-(S)4,,p .77 CO p CONNECT 10 WATER LINE TO C=196.6�9 SS SANITARY SEWER 8"x6" WYE LE, 55 - E BUILDING WATER SUPPLY IE 191.36 AREA DRAIN 2 RIM 196.75 I.E. INVERT ELEVATION CONNECT lm WATER LINE TYP. PON[ TO EXISTING WATER METER IE 193.38 C4.1 DITCH IN, SYPHON CATCH • J� --, EXIST 4# TYP. =1'97�57d S= SLOPE BASIN RIM 193.15 d IE 191.65 PVC POLYV I NYL CHLOR I DE P I PE 3.5' TYP. OwCRETE 12" C LF L I NE& FEET E BLOCK WALL 0 4" PVC 6" CLEANOUT z RIM 195.75 DOWNSPOUT QS Q� IE 193.77 00 IE 193-00 W/ 4" PVC 0 S5 Q&MOUT C4 • RIM 195.90 I.E. 193.00 0 2.5' STORM DRAIN NOTES TYP. Z AREA DRAIN (STEEL QLQG TYPE) t ALL MATERIALS, INSTALLATION, 7F-Sn AM) MVEC71ON SHALL BE in A=iRDAt*CE WITH RIM 195.75 CONSTRUCTION STANDARDS FOR SAISTARI AND SIJWACE wATIER MANAGEMENT 4" PVC I.E. 194.00 AND STANDARD SPECIFICATIONS PREPARED FOR 7W PROJWT. CONNECT TO BUILDING DOWNSPOUT IE 193.00 PERIMETER DRAIN W.TH 2- UNLESS OTHEMSE SPECIFIED. ALL PIPES SHALL BE PVC ASTM 3034 SDR 35 OR SCH. 40 PIPE EQUAL AS APPROVED BY THE CITY OF 71GARD, TYP. 3. IMMEDIATELY AFTER COMPLETION OF BASE ROCK GIRAMG ALL CLEANOUT UD iA S % LL 11 1/4- PVC 3 BE ADJUSTED TO THE FINISH GRADE. BEND 4 ba . 4. PRIVATE STORM DRAIN CLEANOUY'S SHALL BE FftOMM AT 1100 00 411� FOOT INTERVALS AND DOUBLE F. F. 19 6 . 00 AT HORIZONTAL OR VERTICAL AL"4*XT CHANCES EXCEEDOG 45- (CUMULATIVE). NO 9(r ELBOWS SHALL BE USED. DITCH INLET ,C 4* PVC !6 ALL PIPE WORK OUTSIDE THE PUBLIC RWT-�W-WAY SHALL CWLY THE q DOWNSPOUT tPWORM PLUMBING CODE AS ADOPTED BY THE CITY OF 7WM. • IE 193.00 W/ V* 4.5 LF 40 PVC 6. ROOF DRAIN CONNECTIONS SHALL BE e DIA, (UNIMLIM) PVC PER ASTM D3034 SDR DITCH INLET NO. 2 35. 6"x6" WYE RIM 192.00 IE 191.03 I.E. 190.50 DITCH INLET NO. 1 • • SANITARY SEWER NOTES RIM 190.50 LF I.E. 190.50 • 4" PVC p I. ALL MATERIALS, INSTALLATION, TESTSAND NWECTkM 94ALL BE 01A ACCOPOANCE WITH M. DATE By DOWNSPOUT • THE CITY OF TIGARD AND THE UNIFIED SEVOtAGE AGIDSCY. SYPHON IE 193.00 STORM DRAIN 1 19/23/00 1 1 ML CATCH BASIN 2. GRANULAR BACKFILL WITHIN TWD FEET OF FRMS"IED QJADE SHALL BE COMPACTED TO OUTFALL RIM 193.60 NOT LESS THAN 95% RELATIVE COMPACIIION AS DEIERM99D BY METHOD "A" OF AASHTO IE 191.00 • IE 192.00 191.30 SD CLEANOUT-- 2E.Z1 9/�ID_ C4.1 -IF- - TYP. M BACKFILL MOM THAN TWO FEET FRM FINIISHED QV" SHALL BE COMPACTED TO IM 195.00 I.E. 191.50 NOT LESS THAN 90% RELATIVE COWACTKK • I THE CONTRACTOR IS TO NOTIFY TIME C"Y OF 70GARD 48 WKIRS PRIOR TO BEGINNING OF WORK ON 1`HE SANITARY SEWER SYSTEM. CONTACT MOM WM (6N-4171). 40 PVC DOWNSPOUT' IE 193.00 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLMIDE POPE (PVC) TYPE-- ASTM D3034 STORM DRAIN 4_ SDR 35, FOR MAINS AND LATERALS. DETENTION POND .0 &,A�mmmmm_ ItALS, 94ALL BE 0.02 FT/FT tHISS OTHERWISE (SEE SHT C2.1) .0 SD CLEANOUT �3 � SLOPE FOR SERVICE LATEII a IM 195.40 3' SPECIFIED. .1. 'T I.E. 192.04 TYP. VERTICAL AND HORIZONTAL ALIGNMENT FOR SERWM LA7ERALS SHALL BE ESTABLISHED = 24P F Nk, 6. AND MAINTAINED IN A MANNER CONSSIM VM THE 011STALLA71ION OF MAINLINES. AC I J 12" CCN CRF-TE PROJECT 50.1 LF 6- PVC BLOCK WALL NUMBER MNT001 -ma S-0.015 Date: 8/21/00 Scale: AS NOTED WATER LINE NOTES AREA DRAIN 60 CLEA#KKff a Drawn By: inu RIM 194.75 IE 192.44 TYP. 11"M 197.00 1. ALL MATERIALS, INSTALLATION. TESTS AND 91SPECTIONS, SHALL K IN 1E 192.81 ACCORDANCE WITH 7UALA71N VALLEY WATER 0151ROCT STANDARDS AND Designed By: GM ti SPEC*XATIONS. CITY 0 Checked By: GED F T I 6A P-0 Appmvod.. Conmiona��,v,9-d, For only the I dewrbed In; PERMIT NO. Q A See Letter to. ww.... En ......... Q 0 Attach...... a In u -1 IV/:u,, C) C39 1 2 I'm imftlimm ft. lice Is Z Z • Ili I JIM 1111111 111111111111111111111 I II II III IIIIIII NII II IIII111 f{ off it 111111 1 111111fill" 21 01 Twig d.4 W4 to =-S I.A,7'- 4*1 r2 A or SAN P A VED 'ARDIS I OF WWW& Mod ADAM 0101" TO CST MAW STANDARD CAST IRON INCLUDIWG AND PORT1�M �i ---- 12" ROUND GRATE i 1 N i SHED GRADE -.,� 11 i IN I� GRADE AM FRAME & COVER ��1 Comomm C9 MW ��► 1 f)0L► r� SutFAMS. GROUT fl ; 2' MIN. 00------ 6 MINMIN. --6' STORM SEINER I •LipVWF 5#X AS -1 oFr1. 0 12' 06" PVC TEE �M � irym AILEXPIRES 12-31-01 COWACTED FILJ. --- „ C�OA�ACTED FILL alar® cmc • >r�o �� //% 4r �p I ' a ! o oa�YeMe �nN -v D �i i 4'S' BEND I ° ! lEC1111c Iwo 1�r1r1 �r 120 PVC PLUG -, o v oowLcwln >b s �//�� ,t .� ' SOLVENT MELDED WYE BRANCH 1 ,I � >` WYE BRANCH I D n - _ l---1{ I I c Y 4' �^ I I I ( �O / ✓ - **-0* ROCK BACKFILL �� // rrp7l — ENGINEERING �I�I FtiO�+` lop +a I F' �I I °°° ROC)°• � � O—_ PIPE AS SHOW PIPE AS SHOW � o o °° I I I I � I , ( ( 222 NW DAMS ST ON PLAN ----- � � � I � SAM � 'I ( :� � _ { WITH SUITE 403 r2 - AREA DRAIN SUMP Portland, OR 9720; END—OF—UNE FLOW— T HRH (503) 225-1679 1 P/PE BlEDDd�I'C ,�N® BACKFU END OF PIPE STANDARD CLEANOUT - �4- N.T.S. TO MATCH 57►ALJE s I DE C4.1 M,.T_S MWF RWX BATT 1mw dao 1 BOTTOM OF D I TCM o CAC CA(P 3r �. EL 1!12...30 •:o• • - MIS/ - -- STORM SEWER OUTFALL PIPE ' 2S YEAR STORM LEVEL : 192..52 6' OF CLASS 50 R 1P RAP EXTEND R 1P RAP 1' - Go FROM OUTSIDE OF PIPE Ti$J1T1�[l�JT SURFACE El..E''1/AT'MOI�d 192;00z4` ADS SCREW „, 80Th S 1 DES. ♦p IN CLE/NOU T '' _ �J�ITATION AIS' 5 STORM. DRAIN OUTFALL POW BOTTOM � o 1` DIA. ORIFICEop VO. rimdMNI _ t;4.1 N.T.S. w p41:118 A 1/2 Cu.VD. EI STOW 4F' WT .� 3/4' DRAIN RM QEWA ADJACENT TO CURB � of b "'HOLE ; VALVE RISER V i 2-1000- EH s ;,, COMr'L.ETE Ir im _ , r DEWALK Ir ki`W 1187 4r ic FREAK FLAIL MIN - SUW Ac- MEM UK ♦ 1.0250 1-5m CITY YO OF TIt'i'iAR d OM POCKET ............... R9' i I 4 Cu 1sT II1111 C Arbon ty►ApplovW . .... ...................... Fa 0*sm 00 k as apscrted in. PAY MC) ___-.-_ ----_-- e -C' DUCTILE 0M PIPE see L~ .............................. ............ ( ,: �� i '!. .lair Add► �- ,r V r Lop CLAW (EBAI► IRON) 60 GATE VALVE POND OUTLET DETAIL - - --- BROOKS METER BOX1419 G FLG x MJ (OR SQUAL) G MJ x 60 RG 7EE NOTE No 1 dW FEBCO mom 805-Y SEE M. DATE 8Y x•11 I�Ii.1' 1" t11i01r1 EACH DOUBLE CHUX HAEME Ammar THRUST BLOCK N A (OIC 9/3/00' c�a z SIE UK W, PLAN TER — 18” MIN 12" 1 P AT CURB 1 24` MAX NNI gas6Lv WLaIt IIT no x 2r Q 1. GRATE W/ 8 I CYCLE BARS K 3` MIF! '0001 6` MAX BREAK FLANGE OR 41�.106 ' - CID L I CRUSHED ROCK 19 1/7" I � .•e o• } 6' M I P 114E 'S WE AS PROJECT wwm vm I L40 F1 YM )N 4 FT (RM NUMBER MNTOO1 Date: 8/21/00 NOS 7C4.1 Seale: AS NOTED L- T44 VARII4 INSTALLATION SHOWN IS ONLY A SUS. THE ('j4_ li Drawn By: JAI[ s DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE. 1►_ Fm MON CTTO EXISTMIIG MAINS USE TAPPING SLEEVE y 24' so. 10 G& Olt FREEZE PROTECTION AND CLEARANCE FOR TESTING & REPAIR IN ACAOMIDAIN,'E WM DISTRICT CONSTRUCTION SPEUFICATIONS. AS g PLATE 1 NTER I OR & ARE THE MAJOR CONSIDERATIONS FOR M TALLATM01�1. BRASSPLU65 � , 2 pR101IME A � � CLEAR SPACE AROUND CIRCUMFERENCE Of FIRE HYDRANT. Designed By: JRM EX I 1 OR PAINTED TO BE INSTALLED IN ?EST CO('.KS OF BELOW GiOIAM NSTALLATKINS _ GM PLA46 N/ ASPHALTIC PAINT �I� Checked By: GM S Yf it CA TCH BA SIIV 1' OOl18LE CHEpC �1°` FIRE HYDRANT DETAIL No. Twauu Watff ASSOMLY BF i Qi T" N*rm STANDARD INSTALLATION 101 1%75' PLM2000-00408 lot Is 00 ?Z R - � I�. � , ...� if Ipwll�l IailiN 1{I{lil ll�llll: �Illlll lll{�s! ll�ill! Ilii! l I�'III '� � ! Ililllli��lll�I IIMI� - :. � ,, . it Iliiltt illlil� ilillll 1111 Illd � r�� N��iC��Otr �ffIIIIIIIiIIIE IIIIIIII�I A ii ui r ._ --- ...:- -.._ ....-_...m.--.... .......mr.w.T-....w.r.e ,.. .,._- — -- •..r+.. ....n...r.._.. .r-t.:..-Xrc..-.w. .-. .w.. .f . N ti :. 'S�+�r•..w`..ifiWs'. llt:. _r$„.w.ar-- - .,. ti.- .rl'/s4 •M!•k . :.... ,:.: -.,:.,.W.._ rl spedfwations and to these General Conditions. Changes to any of ft aboomm Z& A OWN 901110 1 akF-ftW SW (V H,S) •V tem report and one set of blueline "As- ENDDC D General Conditions must be approved by the City. In advance of work NWW W dWM Or 10CM M&,wOn sW sanitary s$vwer systems) may be required by 00 C*1 e6,01619 awed appmVei Fico to conr>ec ion of any buildings to the sewer 13. Maintenance of the work area and approach roads is the �` syrllrae holder. The work area and approach roads shall be ion a error li 1. The City"s starxiwd specification for trafnc control is *M6nual on t)niform Traft conditior., free from obstructions and hazards. A copy at tufa perm Ift PMW Cot'rtrol Devices For Streets and hwe U.S. of Tran FMA. Certificate of Insurance shah be available ®t the work area. �Aler� efts submit daily inspection reports, on e � ys � � !''�'� �#rt C"+� . � - Engineer Agreement Note # � • 1988 Ed. vO " rJ , 14. The spreading of mud or debris or stooges, of materials or e�qu�prr�ent arF � lleiyi _2. Traffic control shalt st®rtdaard provided for by the ooniractur in aoaOrdanoe waw fifes City's upon any pubic roadway is strictly prohibited and viola�iore s be fr �'' 2'�i, 1Mnc Ibaes ray, at weir c�creRior►, require mr� �t�a-asen gpecificcation and, also, lo with a City Qob spewr* approved immediate cancellation of the permit.. The City may at any time order " � prow00nt of tests and to less Nrrarrit lrv�irro paorarit t�oltters ert�ineer or contractor' to validate traffic control plan. A copy df the approved traffic control plan shall be available at clean up and stoppage of work to accomplish dean up. c a#owls"Or Such tests/reports shall be the work area. ,. __✓_._ 15. Effective erosion control Is required. Erosion control devices be irrrf�/ 3. Public roadway shall not be, closed to traffic. at any time, without having first maintained meeting the D.E.Q. requirements. The City may at airy algia aadWr 21L � �W SW 0*� a of a Obtained written approved from the En sneer. The permit holder is corrective action and stoppage of work to accomplish effective engin coo& 1. lr► !� � P�riY executed Release and Waiver City 9 for f9wh a me el ip d *xbed by construction activity, as Ibr provision of timely notification of traaft'lo flow disruptions to am wide a 1 1 dope=ofn ohriw and owns &-diisfaction. Services (Tigard Police Dept., Tualatin Fire & Rescue) and to Tri-Met and Tigard ..+!.. 16. Property disturbed by construction activity shall be seeded wig a W do d tears and Beaverton School District. rodx: shrubs, flowers, barkdust, existing signs, pavenm"Al meftigs, 11 16. 4k. or 27- E"is" !► vurnsu►ar„ and scirrre'y markers shall be protected. shall be reestablished, reinstalled or replaced. with Ike kind and nu Jeri C be of•t Dem holders" d _.......4. Advance warning of inimine nt traffic disruption shall be provided to the general MW mow , motoring public by placement of an advance notification sign at each end of the ,., 17. Efledive drainage control is required. Drainage shell be oaivlrNo in ,e , construction area 72 hours (min.) before initiation of constnxliion work- site and shall be so routed that adjacent private p�mp�artypubicpuc prop�ertt► awl Ow � y� y Surveyor when the initial end final 5 ; 9'I , receiving system is not adversely impacted. The City may at airy 1w w lorW !r S. Access to existing properties shall be maintained at all times, including myrnal corrective action and stoppage of work to acownpli�sh effee,�im dreirrage r�ornlai. .0 2, 1ft MOW to, I* City per, in writing, the names and 24 �� ) delivery service] and mail service and if not, shah be cause for work stoppage unth lrerraauraber of two(2) persons who have authority to resolve effective access is established. _se 18. Excava"s) rest comply with O.R.S.757.541 through 757.571; a .anaMam Oft ioxfte ariem and, in general. will be responsiNe in case of any notify all utility companies for line locations 72 hours (min.) prior 10 sit of word.. s 6. a Graf is control devices, ftagpe�rsons, etc., shall Lie in place prior to initiation of Damage to utilities shall be corrected at the permit holders'eoa�enee. Y the CSI Ir,apector, In writing, of any/all Y magm Construction work and Chall be effectIvely maintained. ✓ 19. Contractor must verify all existing utilities for both vertical eleva m and I** ca~ his taotatractor to provide to the City inspector, in _✓ 7. No work will be permitted during the hours of darkness, nor between 9: to location prior to start of work (pothole before digging if nearshow 000111kills omwis ., Monde through Frio nor between 9: to .m. ADO a m� arise and redesign or relocation of facilities begneoessa , it sfra# lose �orrr sal firer ~��' � arm � hour ' �'�y te�lephorre number of a designated Monday rough tiay .��R'� _ Sallur�day, r9 ry w ibex a r between 9:00 u•m• to 2&Q e.rr�. Sunil permit holders expense. Changes must be approved by the City err atwaric safety S per OR-OSHA, Chap. Sunday. Pe � n9 fit' Kiri. �� Craaoareloft,,, Sub4vWion P - Excavations. The contractor shall notify performance. Contractor shall coordinate the work with affecded inky area. � +/ .et al LJ ✓._, 8. Minirrrurrt travel Zane width suis!! be feet; pedestrian travel shall also be provided for. ✓ 20. A temporary hard-surface patch (Cold mac AC or Hot Mnc bre parwarf o ell late I � V i ft saw � ft holder to provide for proper right-cf-entry planed on trenches within roadways at the end of each days via& No c�lu, a n O mak. proof of r%*"f-entry or properly executed I� � 9. The City reserves the right to add to or modify traffic control requirements �+s may site or offsite, shall be left at any time in an unsafe com ition. The pernd holt l r itsqv� posb may. City shall in no way be construed to be necessary to effectively control traffic and to assure public safety. responsible for and Is liable for hazards or damage resulting freer ft px� Z the work. O kMe fr'So� e lo° or provide for proof of right-afentry ✓ 10. Bemire initiating any construction activity, the permit holder snap contact the Cites private Development Review Engineer, (#639-4171) to establish a place, time, and ✓ 21. Work provided for under the permit shall include repair of exi•ing facAWs 1 ilasd l�of QW � Z date for a pre-construction meeting. ditches, etc.) as may be necessary, in the Inspectors opkiorr° 10 j asphalt, the permit holder shall clean and have ** e a � m video inspection of all now sewer lines. The deterioration or damage which occurred in conjunction the owl Ov1v� � ROMA"Oraide ria CW/ut 30 days of notice for the video Inspection. -✓ 11. The permit holder or his contractor shalt notify the City's Inspector at 639-4171 the permit. Corrective work shall be dome at the permit raiders° expeme. AaV sly be i upsiod beiti Pl of final lift. twenty4our (24) hours prior to commencing work, twenty-four (24) hours prior to an staged inspection sere attached list! and after completing work covered ✓ ill r drawing showing all new public lean y � p ( ) � n9 22. One as-built m naenla, " ng by pu then permit. � 4 g �� revision made to the previously approved c onshme,•tion pines aril,, sutra, improvement which may impact an existing public sydem or bcOy. OW 12. A copy of the pennit and all attachments, and a copy of the approved construction provided to the City by a registered civil engineer alias wig an plan and all amendments shall be available at the work area. AN work shall conform certification of installation compliance (form attached). Q1 to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendrrrents and to the Citys standards and PwA@W A dy 15. ISM APPENDIX D Pape 38 lRwbWAdy11k1M APPENDIX D D P40 Mole.: WAVAV svkmaw: AW VWW tibia W 1w: AW >p+rl *a" 1w= Jaw lobed" : 4W C50 1 RrIMNoeMw . t►err ris � ;.fir . . . . _ _. _ .....a VP 46 r j" o►. -- : . .t,u... - s.,a.,P.rr.•w....,N_,...........,, rJa .. ,..,, p I' ,P'`1...._ ;:. Ma .: r , Ih ,y II 111111111l11111111111. 1I11�11 11:111111111111- t'1`1�111111111! Ilillll 1111 r T � ��{111 1111111 11!11 . .. ., fel' !!cilli �ill�fl Illllil Illllll IIIIIIIIIIIIlII !!!illi 1111111 IIilill If tlllllnl of /ill HiII iIIIln �li1�111111i 111111 IM1111ilININ1i1111N111ifiN1! � �r � .' r --.., „�,;,,• ,_ ,., , . . ^ �� INfllllllllilhilillllil�linlllll _ - t . t , .n_rw•r,. •NOTE: 1. CONTRACTOR SMALL COORDINATE WITH HOME OWNERS � • AND UTILITY COMPANIES FOR RE MOVING CXIST. OVERHEAD SERVICES AND INSTALLING NEW UNDERGf0UN0 UTILITY 20 0 20 40 SERVICES TO EXISTING DIETER LASES. �'�r• •p�""`r"r 2. CONTRACTOR SHALL LOCATE EXISTING WATER METER. SCALE IN FEET LOCATIONS. CONTRACTOR SMALL 00019WE Vx TVWD ; Olt 1*FOR RELOCATION OF EXISTING WATER METERS. of 1 a N T!" W c o r � 1HE LOCATION OF ALL EXISTING UNDERGWJNO UTILI S IS •� +• SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR •� ~ SKULL DETERIIINdE THE EXACT LOCATION OF ALL EXISTING to h I U XMES BEFORE COMMENCING WORK. HE AGREES TO BE e b 1 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH . 1 IOW BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE NSTALL. 12 S.D. CAP AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. INV. EL 185.88 ' W 14 •ic • CA,L.L STA 12+31, 14.3' LT* YOU [No PROPOSED SHAH INSTALL TERI.INE NORTH OF 12` BUTTERFLY 1-000-332-2344 PROPIosEo S.D. MH. IF NOT 1 1 VALVE TO BE CONSTRUCTELI AND C INSTALLED BY OTHERS AT DESIGNED BY TVWD. CONTRACTOR INSTALL 29 l-.F. 12" S.D.-- TIME OF CONSTRUCTION WITH L`� _ SHALL COORDINATE wmEl TVWD. C-900 PVC PIPE 0STA 10+48.501, 11.72' LT t 20 LF. 12 S.D. C-900 PVC SLOPE REMOVE EXISTING CATCH BASIN AND O 0.5X SLOPE. +�+ R. .W NS ALL COLLAR THRUST BI�Ui�C K� PER TVIND STD. DETAIL NO. 200 I PT STA. 10+33.32, 18' RT. INSTALL NEW CATCH BASIN /10 PER EXTEND TO NEAREST UTILITY POLE-- C AND 2" BLOIwOFF VALVE PER TVWD i C T.O.C. EL 178.43 UNIFIED SEWERAGE AGENCY STD. DWG. STD DETAIL NO. 203. , � BEGIN CUR% GUTTER, AND NO. 160-ST INSTALL 12" BUTTERFLY � ' SIDEWALK VALVE AND 30 LF. 12 A 12+47.57*, 14.31 LT* � - •�,, D.I. CLASS 52 PIPE RETAIN AND PR0IIEC'T EXIST. CATCH I 1 SALMI I1 -r I STA 12+25.36 SW BEIIEL.ANID -v\7 , •STA 12+55 ' ' -..-- EOA q'HERMOSO UTILITY CONFLICT 12" W L e` � - - - - - ��--_ --_ _ - - - - - - - - ---- U - - -----f' ` UN0�7t-12' S.D. __ - r �- 3 COSTING FIRE HYDRANT O BE ` 1 W/L w1/ 185.67 .� o� \ . S.D. N1/. 187.67 RELOCATED BEHIND PRO ED Up --�-- UP + CURB AND GUTTER. IN NEW `,` $° IL �' p i _ _ C� T� ' 1�� 9-------- _- - FIRE KYDRANT ASSEMBLY P_ 0 -'�_-- S.J. - - - -- -- _ -_ -= --- -_____EDA__�___-=5.0. ---5 - --- -+-tf s-� ialE'ti�r �_. ----- - -- - - - ''.D. -- - -- - - __ _fes=__--__-__ -_=ST��U11t/IT11t-Vlltfi. -1I�A"f�R til -jam`=___=w __FDS====_--_=S:Q.-====__�_____- __=-___-__---______ $ I __ - NO. 101. STUB TO NEW 12" W/L � j ` 227 L.F. 12" CLASS 52 D.I. a CONTRACTOR SHALL COORDINATBs, W 10+�-- - - - - - ------- 11+ 0 - - - ---- --}--- - - •? 1 00 _ 13+00 WITH 7V`WP. _ - -----_ 14+00 __ �� _ _ _ t I . REMOVE AND PROPERLY �' ,s, S 81'54'22"' E � T _ 8 ! ►, , DISPOSE OF EXI MAILBOXES 9 L ^, -,},�. t n /�1 I s� r `\\ 1 --- - L------ ---.. .. ----------------- --- h- - -------- --- -� 1�^sr--z- --- --- -- -L4 -L - ~Z-•L�7�...TL`V T." - -_ -------------------- ------------------- W/L -----.-_- __.�__.,.-- m ------- __ L-ECA---- --- ----- ---------- ----EUA- -------- - ------ - 1 , -------------- - --, -- - -- - ----- --------- ---�•'rr- - - - __�� ------- -Ell _- _v_.�..-------- -- --- --- _ y ' II STA 10+16.31 _ EXIST. F.G. EL 1 T7.12* ,� UP UT CSV I W W y v UP1J'� 7- 7-- 41D y y y P, a r•- �, SOX BEGIN 1 = g MATCH TO EXIST. ---------------� - __ �_ _..� __ - - of IF --�- --;-- _____�---- qHw ------ -,--- ---- --r- - - _ - - -• -- -- ..., .___- - �_-- -�_=-_ -- - _ _ _ .____ __ __ - 0 +; -r�L--� G 1. Y �'I�-T _ _ STA. 12+60.48, 18 ., r Ull I STA 13 -04f(f , 18 R. c� '� a PC STA. 11+80.42, 18 RT. • ,� 25' �.'t ► 5'R T.O.C. EL. 191.69 •-- � Z y I , � T.O.C. EL 187.46 INSTALL CATCH BASIN #11 I AY. WIDTH F ' PER UNIFIL D SEWERAGE AG VEW 0 EXISTIAING UTILITY POLE ` � STA. 11+97.76. 24.99' RT. � AY �` STD. �. 14(�A�-ST DRIVEWAY MAY CHANGE. STA 10+48.50, 18 RT INSTALL WHEEL CHAIR RAMP PER -/ STA 14+70.28, 18 RT STA 10+11, 12' RT. INSTALL CATCH BASIN 9 CITY OF TIGARD STD. DWG. NO. 128 Ar 12+42.47, 25.66' RT. IST. MAILBOXES LANDSCAPED IN BE 15' WIDE CONCRETE MAND "12" BUTTERFLY VALVE PEP. UNIFIED SEWERAG� INSTALL WHEEL CHAIR RAMP PER AREA. C NNTRAC O � 8RIVEIMAY. WIDTH OF AND 2 BLOWOFF VALVE PER PT STA. 12+05.41, 42.05 RT. TVWD STD. DETAIL NO. 203. 25' R AGENCY STD. DWG. NO. T.O.C. EL 190.13 CITY OF 71GW STD. DIM. NO. 128 COORDINATE WITH U.S. DRIVEWAY MAY CHANGE '�'�-ST SEE SHEET C21 FOR NSTALL 12' ALL %-TW SIGN POST OFFICE E4 AND THRUST BLOCK. STRIPING DETAILS INSTALL ALTERNATE COMMERICAL (TYP.) DRIVEWAY PER ;ATY OF TIGARD �1TTERFLY VALVA R1-1 (30"X307 E { 4" W/L TO BE OTI TOR HOME LOWNORDINATE PC STA. 10+16.31. 24.68' RT., NSTALL 6' WIDE ASPHALT STD. <�VIM. NO. 162. F.G. EL 176.84 CONCRETE RAMP. 1.2:1 MAX. STA. 12+35.50, 43.95' RT. ABANDONED IN PLACE. RECONSTRUCTION OF DRIVEWAYS. (�! MATCH TO EXISTING ASPHALT SLOPE. STA 12+38, 12' RT T.O.C. EL 191.118 TVWD TO INSTALL NEW DRIVEWAYS SHALL BE INSTALLED EXISTING UTILITY POLE AND OVERHEAD 0 INSTALL 12'x12" TEE, SERVICES TO LOTS. PER CITY OF TIGARD STD. DWG. UTILITIES TO BE REMOVED BY OTHERS. AND THRUST BLACK CONTRACTOR SHALL. NO. 142 CONTRAC-i��R SHALL COORDINATE WITH COORD�� WITH TVWD UTILITY COMPANIES. N CDM N�IN cv �^� NIRA 0 Or i Q l- _. _ r.. -,----- T - r - •t I _T - _ r - --T -------- -r--------- T---� •----------- ---------- • ------ - , ^� 1 I �I I I �� 1 1 �i , 1 �A 1 ( I I � I I �I�----- ----r----------I----- �-•- ---i----•----- I 'I 1 I Is� I I 8 N I I O I 1 I l I I Old `` I I Oki I I LOU I L• 1 t L 1 I I I J. I I I I I D 1 ! I I I W I 1 Oki I 1 'TiJ `'SIF i i O i C7;O i i 0 O 1 4.79% #' Ute' , 1 W�' 1 I WIC 1 1 + , 1 I I I I I I I I I 1 + - ------�- 200- ---- ---+---- -----+---- ---+----- ----+------- - -+---------+---------+ - ---- --+---- -----+--r--- ---+------- --+ -------1- + - -----+--------- - �------�------- �----------+---------+-_-------+----------�------- +----------� - - -- ----------+-------- - --�00�-� o PROPOSED TOP OF ; --r 50.00' VIC ' ; ; TOP OF ; ; _ $ CURB PRQFILE PVI 'STA '� i1+ 0.85 ' ' 1 I CU PROFILE I i p�I i , _- 1 t I I l I t I I I I ` w+ � s i s$.13 In 4 I 1 I 1 1 I I I I I I I I I r QJ "- I I I I I I I I I i 1 IA.D. -1.04 .�. 1 a --_ !. +- . . --- ---- --- ------- { ---- - - �- - - - - ---- - - } --- - --- { - ------} ----- �- ---- - - } p - -- !• 48- 1 -- -- -l- ------- } -----____ - --- ---------_l --- --- -- ------ - ------ ----- --- ------ -V-,: - -- - ---- - -- -------- - --------- 1 0 I 1 tY• I 1 1 I I L•;��JC� _... .v- '� i ♦ A i i . `MI I I 1 I 1. I 1 ,71 I 1 I x - g Z I I I I ~I 50.00 ♦VI I 1 � I I 1 + � I , � 1�L1 /// I I I � 1 ' --'�~"!�_ -�'�-'-~~-~ _� � � � � m � 1 I I 1 I f STA �+•� I I 1 '� I 1 4GY 1 1 I IL _I N I I I I I I 1 I PVI S A - 10+1/2.30 'I^- • 1 1 I I I �/� I ^ I I W 1 I - __- -t' I all PVI ELEV - 160.51 I I N 1 1 I 1 t 4f1 1 _ 'T~ - ' I I I I ! I I I I Z �I .� � I I I N 1 1 I I I •\I 1 1 1�_i 1 '_ ^1 I 1 � .� 1 I I I s 190 ! + - �_ . -�- A.D.--=-- 1.313 _ _-+ - - - E - a - - - -- - 1 - i -1 -1 - -- - --- - -- - --- - �--�-= - - ------- - - -- ---+__ _--T -- ----+------ ---+-- - --+--------- --190 - � + < r1 ~~ _ - I I , I I I I U. �- I < ; I I I I I 1 ' - - I I I 1 N I I I I I I I I I m o, .- , K 37.84 I I t I M Wh n 1 �I + I I I I I I I y_--` 1 1 I �I I I I 1 44 O h I I I I , n••,4A 1 , 1 I --"1'' 1 1 I + V I� � I I I 1 I I 1 I I r r I 1 r rl� N I� I I I 1 f 1 I -�'�'� t 1 �l-s 1 1 1 f > 'M I I I I I I I MO h ALL 142 LF. STORE NUMBER i I I 1 I „ I I I I • I I I s ="0'' 1 I I /► LF. 1 1 I t I I I I I I I 1 I I I I I 1 t f s I I 1 12" S.D.I C-900 t-I t � (,jJ�l I I I I �.- i��f 1 I I I I + __l e-•1 I V I I 1 - ' ' . 1 ; PVC1 I I I 1 I I I 1 1 p krltat JJ QI I 1 , _ 1'l �_r I /7 1� YJ 1 I 1 I I I I 425 I I I .- I Z I Cr I I I _ '~ ,..- • W/l. I 1 I i - SLOPE i+55 t I I I I I I I I I I i i i 'J• r i `Ji i i i i i 1 i R 1 I STA .Y+55 UTX TTI! CONFLICT 1 W/L ; i S.W. D EVE LAN D UNl •12" S.D. PIKE ; . ; ; ; I PLAN AND I I I , I '~ I I I I 1 I I 1 W/L . 1�.� 1 I I I I I 1 I I I , ------------I----------+-----------+--------- I----"-------} - �u- .-�� - -- -+-- --- S.D_-1f�11t.-IV----�-----------}------------}---------•-+---------+---------�----------+---------+-------- -+----------+--------- I PROFILE I 1 I I I J T 1 1 1 I I I < I I r I 1 1 I 1 I I I I I 1 I 1 ' I I ' r•� I I I I I I I � Z 1 1 I I I I I I I I I 1 I i ;EXIST. PREFILE' - L Z �, Z I I I I I F-- W A .� ; H Z i ,J - "- � I I , I 1 1 +1 Z . Q I - )-•/ � "' ,� -H =W t(` 1 Ip N I 1 I I 1 I `T i ' I ♦ `f ; i .Q Q • +^ Ill ' I J08 N0. 121 -01 I ^J�•' ' I I =.�-- -- W ^n r Q W_ 1 1 1 1 I I I I I 1 I 1 1 -- - g '� '' -- n. $_ x -- owc N0. aoeecl 10 170 ! - U H�-It-.- ! _ - ----+------ - - -- - -- -- I - „� _ + - ----- � - --- -- -+- ------ - ----------+--- -- - --+- --- - ------ ----- ---------+ -----+ -------+- - X70 PROPOSED I EDGE I n I 1 I I I I w. 0 � IllDRAWN JUI F^ I I I I I I O VOID(ft~ Ow ice^ i OF ASPHALT PROFILE I V I z - 1 1 1 t 1 I I I I I t I I M /I� ♦ I I ! f 1 I I + I I I 1 1 I I I I I I I I I STA Mq+ � 0 Q ,J I I I I 1 1 N ,,1 K d 1 CHECKED D9M W i 1 I I I r 31rt 1 Z DATE _ 12-10--ft UTILITY NFLICT 12 ;W/L I I 1 W p 1 .�� UNDER 12" S.D. ;PIPE < • < ; i i i i p I I.W/L INV. 173:38 6' �n I - - - 1 ---- I _ I -- - - - 1 �/1U _. _cYO� ..� 1 _ Z� -- ---1--- --- -- � ---- -- -- - � -------_-------------L----------� - -- ----- � ---------- 10+00 -------- - 10+00 S.D. INV. 175.38 11 +00 12+00 13+00 14+00C6 / 31 7mm aw®wrlvid ft Is i w• r•. a. ..., ;..•, ,v. . ,'1. r. (! AIR' .11!di `�•�. arw+as+ .., g ..,. ,I ,. . . ,,•,.r. . : t :. � �`!Y/J•r{,. �'rt w'iY �e -. >w� � ,. .19'!4 .+fa'PY :•9'A57GI� ,: 1 . .. ,_ e;�.e ,. ., 9C !1� --:„ ,• ,�?,... ;t..'P. .. .. k Yom' 5�, . . � .•r.. "?�u'�, w-- .. ...•• AII�T�ILMI�'r �+' �3�. � +' r'' . +�°" !'A�" C ° � ;�',� '' ✓ '�1� t;, x . - • c- �. _ _ .• - •' •'^' \ .t! n �`� � •114 .,� 4 �,``'-��.�w { 6 00 I t I 14 6 • � (li�� I�.�III iilllli illllil 11111(1 Ilillll Ili(111 Ilillll (.1.1llil Illlllf I�i111 1111111 1111111 I II '"I II i 1liiill 11111111111111 Ilillll IIIIIIIIIIIIIII Illllil 1111111 11111111111111111111 II III III III I) II III • ( III I I III 11 11111 1 11 II III II I I III i . ` fl q �I itll I > a tl Itl �I #I RI ll �I fl _ . 1cr111 r uII I t 1111111 a uanl I null a nnllul .. n nuln tlu nulll�i tnt111 rndII I uIlll lent nlllhtl:>f irtliri i Iiflt Iu+i mlil 1 lonb I roil t nnlll�i Inlll 1 ndn I Inll nnh. nnh n wdI I nnh I uulm I I I uRlll n IUIhl lnuhl nlJrs ✓~."N.w. w.+r-....s. ..:..,.... _.:...-,.._.. -_.-...._., .,.-- ..a-..,yam.__.-.r..sr.-... ww.m--.a•c:.-•wnycs+/. ..e..w+ .►.aa+ -www •- F - .. .. ,_ _ - _. • ., -s. •..nr...cc•* - ..-.-. ....._ ...cou•s-..,w...r..--w....sn..=. .r•_...r-. , .q, r.... -• - +�Ilrl/14 .:. . ''d raa Of -. n - zw./r.+ .I'�i+. .+.+..._. . n+�',.*41I+1�1{ .. ,. ._ _,.. _.. -•a '•r +Mra....:_ •-rca.. , , n ... . �_.ywA �Y" rr.. .. . u. .lya.,m.Rna✓i. ,..y,r4�'N.tq"'! :. k .y,Am..Ayp/M.d..wwMM M'./M1Y1M•'''*' ... .,....Ii�V efwiMrr+....., f ALL ROAD WORK W!T" I W 10C }'MLS K. A k00-�-Wr W WAD INGs MOTM-- THAT PELTA I US TO •T+ f W IV""C (OF SO. MdUMM 7 1" Mwin SEam " 100 Now fig. DR 1 VE IS TO BE COORD MAIM 0,,FU 4W UMVE IL ww 11111111111011 dw va Owl 011111M FAKNOT 4 • HARDW/ . PROJECT. SEE I. rwrl MINIM (weaw1w cr 0001. ,A ATTAR/ TO TH 1 S SET OF 1 11 6 MMMMOIf !MI/MC#MII um aw"M ,IaMI y 10 1K A CWXCT, M lam. Aw I team ^IL FILL PLACED. A) /MIL 1111111111111011 AKM IM M AV'1 C1111111111 MUC°ROM OF 00 W. D E V EL A ND R O VE CONSTRUC 24.0' WIDE CONCRETE rATIays � OR I VEWAY CITY OF T 1 GARD 6.0' OUNC RE TE S I DEW NEW CURB AND STD. DETA I L Rt' �� SIL ADDIT1 AC PAVEMENT REMOWE EKISTi o FOR w I DON I NG � p�C� � � �� 11MA�i � 1 ,"S411111 . 4 T.O.W. 196.00 ::..'.. . ...::: •' :::.: :.= :: 194.40 - '� w - .y '•• ow 194. y . 19130 T194.50 1 i J VAU ! S I TE ARE4 INFORMA T I ON • ' ��'' V FACE OF twt4!0M,�iA0 Nit�N11�N� *AuL ow paw NNW uwpw-ww� s X95 G 1 R f Vl It ii,UL7IC 1 1!M AM s �� WITH 4" POW. P 1 FE I Ir STDI WAIL - T". IN7 194.00 W V , AMQM9K wl>r i � Lu Air- 14% 6{JI A qK LN 194.30 N 11 I NSTAI�. 3 SEE UTILITY PLMM Igor wr+ FF 196.00 N 193.90 !94 70 .�,� `a—I!.V' M w Ft�i� *4 me- 10uL 4K 1 T'I(RUM1` Eft.- I w.TO 3.3% .,,,,, :•" �: . f W • I " W - 'T-MW. 1 8 STEM Ai.L 1�1 1Md'fk" 41' AdRIF• tql� W Z. f 3 195.30 SLOPE NOT TO ElOL�D � IN 194.80 .� "� ANY G i VEN OIMCTION FOR O I SARM PAN(I NC SPAM r- W N :f my, DAIS 13T LP 195. 4, m % — 1 12' CLNW CUTS TO 8E 1 PLACED • 5A' O.C. Typ.; 1"—1 •. .. ; 10 s 2.s a+�l 194.50 � t, VIAAAtLI. 1 .00 r. AIL` ,J END STEN WALL GRADE O FACE OF WALL 199M PROMM -4. NUMBLPR Diats: 8/21/00 r 101i _ -- 95.00 � ap - 1 0 FtAtl OW Scale; 1FOTtD •.� 195.00 � � •. 4 195.00 1 � � UMAt4. I I�Qii ! 195.00 " `'�- ' a Aw J -. _T_ Dft4pasd By-. JWIGW Cbecked Dr. GM � TO POTENTIAL DA 1 CTS, BETA I N ING Ra� _ -- �r�!1 1"1,44,/ t:►,"`'� op. I S T BE DES I GN--BU I LD. TOP OF WALL E-EVAT I ON TO � � yrs" ��, � � T � ��»4� %9T �- K OETERM I NED 1 N THE F I ELD - 1. Ar o I o * , NNNI� Wpm,_w r ArWW � r .r ... • son" 1-VI t� 4 S its If ova Min . '1M�M.rlrirtNlit 1 Y ' rte • L �� 111111 11�l Mot 1100 10,11 1111'11 111111 1111111111111 1011111 11111 1N ,!LLIIi lrl11114111110$ I 1 rr rrrrr M�1 1 All - +t.. .� .aw..:_-_ _ _.mss•• _. +moi. _ -......, .....-+c...en•,.. . .r. -. .r..W.s- .-s.•w.n. ..e..e. A `i FLOW FLM AW "'Of . 411114 for walb and s+8lawwo or ;tier Inas•+►+uualo, Am"nowa 00WI 66 1 1 1 . 4k1 sral k"U wood pw •wcturel u+lwr roved ovwwi". *! I Opal wo I l� ems b'' ► •twat Mnl wItsw not,•d ottwwtw. - � d , ,, framing, "'ffl". SII Nye 6/1" j ItAm•�+�syl l��rlrtbe�w,do•.e Ire ow nr.- - ,jl1�l/ UNION E ` 4V etali lwtr/� t ewl•1 ire>wwe Iw wo1601rd,tooth•idea,rwl 4111, >�� do jjAW itWlr erg OW9 ei�unla•i► otherw1W 0011+lnh�r wwel i+��LtGtr��l n tN• Tt�1 �tt • ' -fr" 1'-fi b'-�J" '-fjr T-o' '-b" 5'-8" '-� 5'-8" -�" 5�-pr ,-b" �, .YtY , Y 411 � IIf/�t �1• 11�.111 lo�l t/�Tll�yrl.1� o — -- — v _ Is ��IIr�P 1 1 2 1 1 e • __ sa-iu-ars R I i o I ----- ---- ----- - " ui-iu-�at �, �i + � ._ � I I ++, \ l i' �' t'"�'f i�'L�' 1 ! �IQ�QIe� ��Npl�►�"�'I�t^�`„'.'��111�//I etL/d'1kf t4. . . WAIR I•t�l� I� Irtl In � 4•eWt erd. . • '' \\�. 11 •DP �i1tN81alellm IYwM�st M1nls1 ' wwnt rK�Uir OIA.n!•. 14 r — ---at - -- ---I---- -------- ------- ------------- --- : I>wllrrrt►" i" eltao� rTna1 'O I- ---- ------ l /16•w�etrl�l •+1ie�les�o�_.s� ' ;+r�4. enc,. . . '"� Nath tib••hall or'!"Wor' tide in lieu of bw o6val l wllboerd, III/. . . • • l \ . I �a POPRUMID.f7Fi�N 1 , ------ i' s M � can= , -- j FI ;JI: I ,!! I Iwa,t�,l,'nl�Sam",. . 9 `G iff INp"�d�''ll 1aer1+ffaalrrng�Ir/ -- ------ --- ' -__ ' - _ t__-- - -- --- ' P �'�gtrlllsl►tpoa�'aanrxnr .Iae. kw r 1 I , i I r �►-�+D�.iYI�1�XJ///- . . ; - �•1iC� �- ' i .'V.�'f�'•'1� AW rno p" towtye. lothper ToI regwr ^\ I I I I IL. 10 I F f•- — — — — _ oivM+ a�n�raaral uu MSS NCt�Ild- ' I ; I r • --- -..--- -- I �l,�ttit wotwo&0 wwve Mins h per Toot rogwrow". I ( I II e I ( �' �� p, + Igo als ry�r�llr Iw �a�tcry nnl.t� b113 14% �,. I ( I I O �Il! aver { { I I �"�aleavrns a>wtMr Garr et ,da►rei .•► M. I , AN) I I I ^• ' . - ,,'_Ko•r bb. `,\ ;; I '/ \J I i r�) I �' 0" All Or�« Il.00 .t flouv a veli$ 7-i i — -- —— J I snto�'a�ar�M pay its r< awrta psr wti"A l etta&od Iroad roof,101•a,per •truetuei III. . . nn�wntrm�hAlMti3wr�fr111ulAtlr�+r In iYe�llrlg cevlty 22 I j I / ; �,,� ;Wrt.r heAtr. I I ' �. FMMN4 �. _....T - -- i- ,," iI I "'�'� — — — — — io �JQM 1�AI�IfN f4Q�1�111�A[ . . A►ettp►httt�w�pror t�wlearlE fl/It a•c. • I ( I '* 4bw orr pl Imo►sw1111i g Few'eat W40 ettectrd to.. ...� ,', ASI I I �„ I j i r ♦\ I'1 ' , I �Yhr+d+Ta "far RKncA" Iw. . I I I ► - _ _=_' ----— -—--1--- — — �— — � ) - -40 WMRW�Mowlttrw Oft mar wr Ii�riltr�UIII And. . . it L�: - • '' ' II Boor ecc,.lw j-. Irll"�'y� ti Vr111tlOt+elP• —� - , , ' I ' -�.. AL VOTES �lI +' a sat I ns+.In.rer t.ct,a.r cacto. ""'_ err J I I , , I � � � ___ • 11• I!GAI!dA/NItItAAllrtx uV pM�otacar! �Gnuol•. C) nzl "I bs Tw,ent n„"low i rorltrectcr Irste!!.d, ti -------z =.:-~-----------------------_ - ---._ ---------------- 'A - tib'- •u � l �c�rre a t•! •Ftllab� �Ilsd in a---------- - I ,i��"d�llAlw►dl*�!D 1f�l�r+t F �:.r lad►c♦ l ) �fC�1 , wphorw � I I ..,i -,--- .---'� -,r.-.a:-ice.=.:, _ - I /,�-it i I I I �pr�'�pt,�• I I I *� I I I I' 1 i �!• to l it I�tt r `i sfl i ''s. vl•e, , "Wrd."rw K LAID ft i--1A' -77 0 14 Ldnow ir Al%oNMiAr+rNwA �kt#I+Iit�It0Atls/NMlow•r�r**oft Sown w/UNO40 fblerx ale••. Y ►�I011110 " ®1111511111111111111100 I�IIIOr►Iwap,Ipagw,Iw are glawe + �- il� ( i � �1�4 �ue+iA.lhI:�IJr��NI��WIRI1�IIk I I I I I i I I! I I I I I J��''*�I►Y� t �ti etI + Wor IMnr ow 1 do Coot with&3orrW Atlf"i. � I I � _ !I � —_____.__ I l" I �p� j pro,n>'I.o�b.rltrlg _ _ *t _ _ aurtlnMr Iw t�l.o�& x * - I In cclf,cr70 n;e irk*I� t I�iutnhMl — ;; I ; I — I •Ieblror rw)I,rs t *t'l i11w 3� lodtwt: •ut►w.+tl. A..:::::r: go c4pN , �Iulllbing INtr•. .. ► . . * '" -i*` , too t._,_•utry.el. I >0 I� ti/ y___��AIQ�►I'�I Ci�i/rr,•tet�dYNl. I I ,, �•- ;t .� `>IIII f i' IMOt ,,- IRCIMV •t1NIhM! r� 77 O O I' ;I O I I I I liaose aria "n frnetar.ua. ,abott .uIN•.r I II I All r low salP W A96&dogrlewfr /Otl!ems�'StiAlNgl Atoll I!A/11314�Ill�gl•IK g1A•• M�u ekllninull atonhont•yet.ln. -4jr L_ — — R" FIM ' • � - ,' 1 1 I I �� I I _ �____--_ _ tilt•et�rl �, --_�.- '� -- I I � \ _--� n1 - � . ✓- t I' �� \ , i'' 111 �! �,�,� 1'I \�j\ /I i' - -_ ., Gr I I r�alete�Cwl�IWhe1[ a `•' 1, 0711110 ��,� � _— '� - -- 1'1 - - - - tow bib. �, I I tI� Il lltl1�- rtlt,Marl 4te>Ad, X l -- - - - I I II -�.•-. I � r `ti' I 8'-0" 8' 0" i•A� 5'-8" '-0 5'-8 -0 W-8023117- 1/4"1'-0' " SOB 11{0.: �r/IlblDera'piit�-- • 112" R'-9 U4" 45—m" - -- -_- - - t AkW Iwa,chwu win DIUM P+► 9Y: aaw _- j • HM 06 DATE. 0°J/ml/la0 �' I Jill ,peouetlGl VN ' x 4'��eetor Flnl•Ft REVISION: i Irlt. _ ..� * Alcor trtrl IW dwlry•atht �, �la'r►w door.w ct+�ry wtln r •.aler. • � I - -- - _ - rbc i�,� _ _ >« _-- ...Idea i pole,•uiro".t"l. rlrtrntrt'Iwl•nin i•tiller. Iitle�wpbi - �lW r➢ - eMaliirp�alead 3:d OWMIC tlld twlb ROOF PLAN _ _ _ - _ ��BUILDING FLOOR / ELECTRICAL PLAN _ -- w''� CgN RUCTI N DOCUMENTS • 140 OW 90%vww ft. NANO""" 10 of 1e ,• r� - v -. ......__.. "__'_'",-.•moitp ► - .+IRS•'-.-._..,.nrw.• ..,.,•.-.„_-,.,._�.'�,,. �„�II • '- <- '�lYlIlrlrMMl 10 1: 14 It 1:11494014 0, 111 0101 0,111 I0I1 � X11 �E��6f f�� 101111 :'.Y � 1111�11�1111111 !111111 1111111 I111111�1111111 IIIIIIII111lIII IIIIIIIIIIII III f IIIIIIIIIIIIII IIIII It�Illlllll II►f 111!111 I II II 1111111 I I . I ,,,;,.; : '- •�., ; ., . I ! I I Ilill I I f I I I I 1 I I I t ' I 'urlb 11,01 k f •-"MA"""'+�..+.u.": J�e+�"�s' ..w,...- _ .r ..y...,� �4.,.Y�M1•.Y.rF�+...w '^ •.. '�M ;« v A .-, -•nr-•-'4' �,av*+rr. .�a•,w.r�a.v..+r„.,r,c ••,r+r.., •..�- ,. ..».arl„.t+'.�n....a�.....�rr...Ywe:e,.•carat-•�.._,..-..+rc�.....u.+..wr".�,rw; .,",,,;,� .T+aw- � ._ .. ,.�•rxw{wh.eM+•. ,wiy„Y1w+I�1.I�Y .,..,�r ,. �Ywre++�n•�N++I�� ... k„ A yt 1 ( j _w4 U _ __.Tale rc fif' tvic:al --_S OWL r►etdi gutters, r.� _ - Waned tib aw4row, �, - --------- --- typical �a-:was t3tucca a+ctrrior':loll _- - Anodized akohm 6q-YI/-IIIf nindit From",tical. 'QW AROAC LPWW AI fraini - --- - � / • lu/Ilsta - a� N1►ARDAYB�I M y I f�.a w lop_ roop-. Ski '� ,A► BUILDING ELEVATION -- WEST _ I� - ► WlA OF 0��' f 1114A ThIr. _ Ills reafing taytc,�t. _ --- The roofirs typical. UU11 AM mm 0 �_ - �IIIrt Aratai odd n, 5i�met metal gutter*, ' o ttica 1. -- Stuccc accwt bend, O � r C*11wd tlis ac�nt� 9 - - Glazed tale accents, - -- �A Sr1ACCG si1tl'ta dill 5twzo exterior wal! i - !� iy, � � __--- 1- � I i (��'� � Q - �- - - •- =-=i - - FInI6Ft tt�JlGdl. -- wFillcfonr�I'a'INai,il�ptcal. - ------ -- - ------� - Anodized d lua,ifwm ----~ --- window Frames, apical. 4 ( V shew acco t band*, --- -- -- I _. _ _ w fazes,tW _ Stucco accent band*, 1 - - W,9', 4 UD' face*,w I IFrte' s `• 2'reveal*,tical. Q BUELDING ELEVATION -- SOUTH BUILDING ELEVATION -- MOM Qwo) S Wor-c - � E 3/I6'•P-� C/7) Tib rovftrig t�plcaL_ -t'E,U 11111111 M'UT 9hmet natal gotten. _ _. teal. 4 Ull gill"Ila 111111 1,111111 milli m 11 RUM Stucco accent bend, r w C*l nd file accents, /, r.' �� ✓ '`/ /� rt Stucco dXter►or 0811 finish twical. i AlodizAO akohal ----- ._ L__ F--- dxlo«re. 4 8' 9', 1 Ir face*,Ql/ x ,._--_-___�------ - - - —�— - --__--____ ------ 20 --- 20 revael*, Ical - -- - - - - w BUILDING ELEVATION -- EAST 3/tf/'•I'-0' t islik meed*tra meta CJP MCA OFFICE P --- "on; ,, b" T.nrlt. ol,mast - - — TENANT' # l �__. --- 0at. atllt.d biter* I,��17N j# 2 ' ' IIB'pp�rtlerlcl Gwlrll • i Ll-� �■ iI — �s+� Ot1A0�C � I � W 3/4 r�lr x-A — _— � w..aMdtr►u4•a,e'' JOB NO.: - - -- _ as oe�x Rd'oon- r TENANT # 3 of.roe A 8 tea BILE: �, � f ,brlOrl gram. DRAIUd BY: aaw DATE: rag/ml/ofd - - REVISIONS: I I ' I I II � NII NN Li- - - - -- - - - - - - - - - - --- - ---- MONUMENT - - - -- - - - - - - - - - - --- - ----ij—r — 12 NUMENT SIGN �'-1 BUILDING DESIGN REVIEW _ ,.0 of �s .;... ... r,..,. .., ' . MIN'r'.i"' :.r...r...'.ra' " .,arw. ..wr_" ......r ..,.• a"YI�p /', ya:*w. ..r".�.: -�.., -..., ti - .. •..••a _ '7". f' '': \. ` 9I III I Flo full [MPI! 11111!1 W11111111111 1111111 II Hill IIIc I I f I 11111111 III IIIIIIiI! hill lIIIIIII�l1ll I INIIdNI N1N ANN N N NN p lil N I! I I N � N N N � I n NN NIN II 111 I I I I I N NNNN Ili I III I II III I .. t i � III IIII IIlIII� II " Lo -A � { ,r 'N1/ v. ,. r..aR-.w.Mr ++...a.,....,..,n ..,r,",,,,, ._-r.as:-•w w.'+hr:.r.es �, :.ti.r....nwr.. w....q.--..-.•e... .. .e...n.-......,.- -••, • ,-. .rcr... r... — w..y... . - ~ -... ._ . !�`' .� � • .. .. .....,....... ^-!'1. t _ . y .,, __.+wd" y..i• .` .""'yn C w .... .. _ .. �!1� ...YL"f.rtliW r i , s� . . M .�PR^W.'•:7�1�'tiF1r` . 'Y. A, 5 i �T11T!lNAL GENERAL NOTES dell (SM)or APA rated•heathrerg wil NII• a 6'. 961664d lailiel exterior "tot- I r fola , 1d a ivoi . $111IM11 wan 8 e�'tau, w13•. �• �� , �`'i'7rlo �'-�!� ,-.`Tf��'i -ur ptiyrotacl or APA rated IThrawrrg,;r/ 17d cawron mall• a 6'O/c K 111 fr) 1 Double Til Aro 260'•. c�rlmuer A011* • t2"ac K ►lets. P4 „Ka*_ t_ - roof Joists. s y � �_- bi 'Wllb W. ' " (,OICS'-�/ST'l G' if/ 'r s f A d 8 . mp•on ® I b® toad hese wind `vert etaI onroa Io"AV f� � 9Mw talboerd,mach•►� t/No.6 ar Wli (a•Wdn at)"Aww^ rind hobdow clilis a A4, • ��- �_�3)oibd GonrGh ma Il•at all P"e�ei�o Q'o/c at held 12" ,Joist web „� � each telt 2r`wc�od teU _ - _—_ � (iter A o NOLCOIW B�Lili"below •trf(e�r. ` - - If 2xi ram.+N plate• 6/!1Y x 10'•w! Ineinr b�oMi►atm f 1 each•Idi of Will PML - g4 I�"i!2�e6 earlielr fill pate•.v 0/8'0 x Im'steel andtnr twka I b t ical e>,aarror para- "� �p e i pit tell, %1.26. / I 8 jr it air x 126.I✓µ'• • go o/c,esch toy _t. �► s 4r a 41:'x a",ry @We a 12" o/c,each wst W*W x 12", w/4•a i"o/c.,each teat rd v**%t+ (2)'We eatkume. -10W T =Wd a W'rt ry rawav w"as follow � -jr ffanalit(ree than: Owe tcp i bottom in e w will,(2)a4's ooetlerahe in -!RC1 !lt bow as rwnolit4c,but add,04 werelcal dorrM a 24'wk• YP AL JOIST / COLUMN CONNECTION TYPICAL PARAPET 17 11141 13 ' RIP R1 � _ _._ FOATiON NOTES t: f sp& with 03 bars 1t 24'o/c,each tett at I irl'cileiar of tap of data 81 "I'w48•motel " — _ t ev%Iu.vMwLM(e4 x 24'z 246)at each 6KwoocD bar,at all coot 0 ,AW WW- strap tie to rum pyw mawn, cyprcal. two joists(1)Wd netts # in let 1 3rd,Joists. - _ ipo11 .meta I 8 ' � 'owl 26 dm6w surti0. 0 A�"a/c, at • ties a 4610/c,K ._ -- --- -iAwa 0111111111111pel K 28 days. joiet/bwd nett rally- __ -- - ,tel• *W dtdt RAV 4kep tfocwr 3►' -v nailed, typical. relied, tlplcat. i .._ -amw(GIAMk T -46 . 4x4•olid mood block- 4x4 solid wood biodcP- I -fttsw Comm Pw C-W.6 IR•ad*per cote yard (4x8 at"oovwiep•� (4xe et ovriap•), -- TII — stre icel. •tr ,typwi. - • Sgeco.+sw 3/4'. \ �� - � -rltataae• P+rr C-g4 Continuos Timbersuand ContMiuou•Tilib"rand ' \• ledger w/(6)l6d con- ledger w/(6)16d com- - Gcnvwus st►re - +�1� V ma I Is Into each wa I I cion-a I l• ww eaah tell -_ - Q 1 stud. stud I i -,w•sererlrersrl: 6'�1rrt1! esacaee flail r+eepon•blllty for GoerCriete eAlt dbet�n y�rt1111 " s ITT�t4 P{ 8► 1M4 — o" ... �� +d AGM AAG grads 40. Lap apke s oW ber dWAtA a alifto, iAMWAft A VIW Ami. icel exterior Wall, t ical exterior well,i•. { �y yy A �......� i P�TO tWV�I/VI _...--._.. k JYPICALIT WALL TYPICAL ROOF WALL CONNECTION 18l•14 0.m' AIR - 4& 1- 24 "�vi = I ALL SCHEDULE `I x (pr) ems WX NXL6 t,iaiL6 /Aw ad 1111110111mck" .a � j —� ' -� iii II . I o.•. .. +1. 6 Va x 6 klam 5 1/8 x 13 1/2 kAsmkAJA — �-�- lift a 2A'oA: ri*iriOn'� ' -� I 6bIMielAis�e>� am vr -{ it I P&S, ,joinla /s DoUbie TA Pro We *7ioeI "�,', lfrilreell0itt®4t� -- _tialIMS. �� - rihwe they odiar. aolliai nllestotA tlebttlWi�. C) w fir P4 MR1 I 'Ct:Obi/•coker�iCap. _r r---- V � con 1W iib•trot tie fasten- a � edges,p i101i� t: rreeil be 4P4rated Irrea All .hill be#01W Awl ed from bX solid block- ® ® Mter all ;cress mortlrg owe 4 of conwror framr+g msnber. Irig to bx header. ( I Z tp�f )y to the Fouhdatlon Wall be mailed Yito doible jolat a douVe s6ld 1101 ting beth 20d gaivvind box mails • 4.1- V4' Xtkbe eokwr # i! i!+�? i! shell be miwbrenr Irl•APA-rated plywood ohm",teeth.fid Ails x O'ac edigrr,I'1'o/u frail I _Notch 6 VB�x b glirllam - �g�I'�1 s�rcer+d from bwr•t/grou+d-levet Fbornar+omtiar to f400rnrop( beam.per 6trtiacb at... ; OnWAVWW Am* Nall ftougri each floorh'oof e'•emb�sheathing into welt-tom — .-,�a� douvrw ptaxw of Ade 4 au. Noldmis per•cw o. I - -- I 6 I ,MI J�lti-., 42f to all home w•hear II& 0 n "1.� e _.3 x 3 x 6/*16 — 4Wo/G w rer V ''6" "A" end V. Ilodur"e 9" to 24"9/c for types •C"arra+ Tr, Walla rot►ty7M "Ir end W o d 12"o/c/ for type G RiNen rift n and teniae• to et• r ne►ra omwn sil•ariuh b mpecn '111@". �Iwwel� Ir 4l,N91_ Irrllt eNtAnd Fu1i-ferigfit ►ram ►bot to ue0lenafde of fbClrAiievf 1wrt�'f� 4bow. t ;Wfb req"bil�on OR/1111ptea neslhen beteeien twat and art!piedra. 1g HEADER REiNF RCEMENT 1 15 TYPICAL REAM / COLUMN CONNECTION _ u 0m,�i,�bm M ll be Mn,or b M,*. corn�Iw,�y be VAW AW 1V SCHEDULE (W) mom• I!O"1Aw No holdoun r 3* 1"or4b— rti)Ibd y stud NTT3! at foAdatior legh "fJ I S -____411011111 exterior usill c'441,0,0. well, '11JI36. _y_ ! I ) f'ti>fTi 1281 ibd et as.ad FIDA at fourdow lade,tem• WA0111M (10)16d Corny IrNa l lath er/t Im_,�l✓Yrt.— i _ ii -MffT1I (32)Ibd+tMwr>> _ M_004 a!'�. �)1a itNdM. { I Now '..-` _ _ li- hl�il► (2)1/111 i eb, deed _-fib. --.--- _-- t4" HIM (3)1/d'o eb. ie•,80*3 ab. r 1 Obrble Till Pea 2bsy. MND�4 (4)1/8"i eb. WfOQI f { ® ___ roof,Jolet•. I. ifleelte veil bs_ r title tet!!,whey now otrherti•e(wro). ' 1 v 'G(JObr4 cokiimr Gp F a irinrb r apierdited are ilmp•on,per euhert Catakeg. tielhiettWtlmrtd orae --- - w/(2)6/8"i ab. .eb,ject to app vwt of ibuft ral Engineer- record M 61lipaori prod w*shell 4oe -_f � '' Cr ^� '► ' Jam'`-r/"� i r/a ' AC11ir1ICt pw wr1MrY/1Gturar'• inrtrlCtiAi• 014"W, 7'\ 1(4�i 8 MI_►�Is��e��d-�unto. die hOklOrm Is requin/d K�e0lh�itol arf:all �T► �/I I lets cok w ii i. _r " in addition to the 64'x W low WIM"V, ._.. brats rR"in vgwm WALL SCHI VAr. p�.n,c M biAts(Ib.)may be wt- F91 d with coupler rte t 430'1 all-1hiwO tach. 0 0��-,� 8 jj0Sjfflgjddjp 4Mtell is rK" at all holdom. 0 � VINd 3x3x6/*% ii A TYPICAL COLUMN CONNECTION?;�} ffT �� , T =$F ! 1111111"1717 1NSTRUCTION DOCUMENT ..._w - - �, ... .- -,':..._ ., +r+..r,- .p. .!. .. e - '� �+a� M'�M' 1'^'. ' � fiA� '`�V"• 'A•��-`1�(�!ri.y��'R�( �� `1 ....•""� ..ir.YaiC--.�.... .......,,.1/Ma... _ ipso , y �040y ,.P.�:r. I�fY�•w....� �r r - � Ilif . IIU!II 1!11111 Ilillll 1111111 illllll 1111111 IIIlIiI IlJilli 1111111I1��1111 � ' `� � 1111111 fllllll 111111 it IMliiii li111113111111i ! !1 liilllllI! 1! II 1 I1 i! . 9 ! �. Ii i I ! ► , � �� r illf iii i ! �li�� l Iii � I�i��d �illllJilljOilli . IIi! j� s� I� fll i �utritr u1t ��eli>Iii ueeu uesln:le6'Imdnitlfilunlei1lulb?fillmllt 1 uat�itRiln JA� " A .... t..u. A _ -.. _ .._ ....s. -__-. «:.....�=,:+wa......*r.s ae:+..t-�-tette--w-•r�rs-, ... � _ .....r�.s .r.r..�.-_—..—.�..x--a:.--er.....�..._.. ..r-. _. � •- kAW �. .-� . _. _.,,..,., i QD , k1 STRUCTURAL GENERAL NOTES - +1►serelsm,rMl t�pIcil exterior Mall 1�[t 1DI -6i0'pI�oW(32116)or Yti rowd rM111'1n8 NIOdd NIh 0 6'. wolodw bowidwvAfar r NII ,lad •686/c ul � VXTx1/2"b"D� �;,� r� - - — — • -tZ'plysood a APA sordid sheatlmMlB,mW&!corwon rails 0 6'o/c n aM pa11N • - x�aleaalJJlr * • i Goncrrtr slab • NIb per r • �Y�r,.r f : ' -' _ � * . . . w a t�Jl.. . bd Id c0111w01 NIh fS o%at field. ALL hA �Q I' I OS QL � i j j a J t t 7,49 .�• f ribs oflf11f111a - (' r' _ • 1•". ,• ° ° _C0011,101.16 IlNlta( st ucc0 - rec! • ;; E- .-r ecr '-fr '(r' 3'-i" '3 -1' � b` at 6' �' _ '. .- ;; • ,, _, � � ° ° ° ---- � � : . � - ' -r I it hstwlslrs OiAG K -6/b "-raw sew wr board,each sk$W No 6 � I Rlr�ld fowidatlon fame- Z- " ° ° 1 all panel edges and tt o/c at field. mos►•raw,Sol F �' ° ° ° ° •. ° ° ° _--- --- - a(GM ebo 1�OLt�Oul�+BC�tti'beltcu t �'' Qettr elloiotta� b"rwlnfor�c`w•o,,l..corlcrete _--------. ' 4' v 6M-!M•�S � ` '\ •, '• o o ° ° ° ° o ° wall 6wcura 1. Q ion - � _ .-------- P� '' 4 / • • • - ° ° ° per - f - . --_ _- PY.2x0 siril111 NII II pin *w 610'1 x Int'Kiel anchor bolo e� N plates,IW 6/Or0 x 1®'steel &dw boM o • • ° 16rinfaced Cora" , I 1r�1 �y� *yam � � � '�'^ 1.�' �' ~'• / � o o •• • • ° ° fGOLIng per �,rNctlrfil. . j 1 `\ , 111 (i p r� / -. ' • ° ° ° 0 1 I \ i' mil �' i x 1 -��• •36•x 36'x i2',W J4'e a Y•o/c,eadh of _ 4 •x 4 "x 118,t✓LJ'. 0 Qr o/c,eadi M4 \ �• ., \\ iy i- - 181 1 � >r I r 1 a -Yl�.'�G � 3f3'x!m"">t!Z,W e4•4 T o/1;,sad+mllla0 �� V commit" foratrd �+ I ' I' II . , �' '1 - "� 0 d x a1M,sr(2)a4 r contMllrous. tiH1 -T 1t' • 10"d x err'roWbrawr►Is follow � � � b' 6' 6' :r / '�--- 1` i _ A►. m W -M-1190021101010- a4's top 1 bottom In stein will,(2)s14's C44AOA In Pooh �AIBflIN01 #=-�- I''O' —,� „ # -I` I; ' ' ; 7 �4[�R•1 1Q!!fhllr P�![!= ins as aonoltft,but am.94 v�rrtical dowels+24'old . � 1, ;1 Jf ildtftAlel>t pal ,� cS TYP TYPICAL PERIMETER NOTING ! E s -3 x 3 x 6(16 Tb ' 21 4?O Q ; \� OF Opti 13 - ------------ FOUNDATION NOTES ' NOIIsW etb'!I dosGiAmblIfi. or / _ U 1i I I ► �� L 4_"r&1W to ow-crill de NO#$bars,n 2406/c,each v%n 112'clear of top of ------- -- - .. _. -a -- - - ' ! 4 fro" ca,rxa. - V '� -�-- — � � �� = � ' �1 2. P.tg.�ls�to(04 x 24'x 240)v.each cathlots bar,n JII comm.and Ma- -A" a- ! wak wl expansion con- 9 i{ I i .� i 1 seetld+s, typical trol joint. - - 'I ' - -- - G4' i I I �. : :e -Mwm ir: 300" at 28 MO. innIwnRwllluolw sealan K► / ;`;-- '• ' -�� -blterlclr slabs-0mm-grade: 36�psl at 26 deyp. ••' a � ., -Cons.vw slab per i'• ;a • 6tn,l:ural. .. 1 I.I 1 ++ -Port,11" cenlell. Per 0-641,6 14 "cM per orbic yard. • '� Q x 111 1 -Aggregates: her C-33. ° ° o ° ° • 0Maxlnuln a to sI>7e: 3/.t' o 0 0 ° o f i �I � � -Plater: per G94. ° o o Rigid fowdatlon ftAs' e I ,' s 1'I . r1- I I -corm rete aure: 40 - 40 ° o o o tIGIL fG_-- ------1 1 '4 I 11 "'r" / --- - - _ - ____s_ I - - 1%,WAXLlk�1. o a ? ° • ° ° ° b b"reinforced Concrete - _ - , i ` =- , 1 - --- Qfgvw shall aswlst fol! blI for conowte six and OWAN -Air entreMled: 41 Ilsell per btn ctlral. .. perfornenr a Of Calrretr. e IW C 5 4, IQ� n •�: 118?M Abb firJCle/O. L/p spNoe •40 bar dllwefln elbilma �!{ D. 1k�,c,Flor Dolts: ANIM AMT 4 "r A. MisoelLti AM•reel: A611M A36. ' TYPI ALD R TORE H LD 14 cl � ;� \ J1� 'd L� •� tT ;I 0 CIO .� - _ ✓ I II 11 I 1 e tai i { 9 11 ,11131 _ Tical 2" axterlor All �' SHEARWALL SCHEDULE i are searbly. , ,► rl I I '-Q"x 4 p - { I �` /ii li s I rteMARK OHM= WALL V- MU PRORWD x ri if -- X (plf) COM DOX NAIL$ NAILB All. 1 1 ` 14 �r 1I ' -- - •r Morl „/ I 91111111110. ir 111111100IIS 31111111 14,pli lMd 6. T I 'Ull.l' extalCX _ `� { { �') A.j I I r i I i U i1t : PIN J j III walla ly. a 13 'I K' Ai; ; { i �' , - 14”p - - 1 AoAQ 0 bw 10d NO rA Ike -01 pV OR It V4 p AI FteJnlell scowiicw egos shall be APA-rated sheelWng All edges stlall be solid btodiid, I ` Mth eH,pints Ineetlrms over 6 of eomlelon franhg washer. Q alonritat/cools '� � °tmp"i� --___-- I 2, halls not hsterled�+g�y to the f011ldetlOn shall be rifled Mlto cable,plat A6ate� 1 ; Hollow steel exterior or double wild blod" moth 20d galvenired box Nils e A-6/6 rr �rl P ling _ aw(Sl�u i door / frame aswbl� le I I r int 3. Moor end roof dta- DfYJA11r .iNtl be e1nN1tI11 tR'MA-tiled p1�117Od.11f11111nA 110th fid - ; + i i i 1 Nils a b"olc af:"o %oo/c/field. 4y�e>1117r C>!>AOI�+/�^ - - - 10.1 &611'1 14 - - — ; ' { 4, krierlor shearwli~.Fall extend from lowest/grolnd-WAI floor/rouidnion to fkw#oof 0A -1 allor _�`-r tgsda�'be = A6J � ' I r , I 1 1 ANerblyi ies>above. Nall fllr0Ygf1 each IloorA'oof eMenbly s11111atMr+g Into Illetl-top 4'nAborced am'" /i Blab / -. _ _ rte r---: -- r. -- j Y I %I T dolble piety.w/8d e 4`6/64 wlew r 6. Piston JII Isic�Igo to JII Korlor sheJrlrelis Mth empson '1rW e 40'o/c_for ties 16', 'A•,Jnd V.WOW spacMmg to 24.0%for Va V Ind '1D', , - ----- I ! I 1 { *'OIC for YM 'R'" T,and 12 0/%/for WO b. Masten rafter.and t�wes to sx- Y-r-- -. ' 4 i I i i i tend'NtMrluells Irish 6MI��iOmm 1111®'. NOR i►oa ft - m, I ► I 1 b. &jljII ow ,shall extend U-height from floor to wdercide of floorMoof sheath" Jbov s. 1. ��require Wpsorl Oft/6 plea washers beton nut and NII plJte. .■, '' ` 9 r I I I{ { (416371) , 9 & All- reeing shn W411 be CM,or better. Cwe+on Nib nay be o botltutrd for 23 . - - — ' ' I I _ „� 3A61 ' galvenized box rally. I I 1 ��- 1 -� � - `_ tical 't6U-t r✓*ivreli - i { { I ` „�,ai�,p ,„� � ,n ,,; _ . ;, r, ; ,� HOLDOWN SCF�EDULE _ MAM WAD Ig on roof side � -_— , f-- - - 1 11 `I _ � - (be) MOM s 14 �; I I �.' -+� / ' I, i 1 B _ _ No holdown r,%, - _-__-- - --•------ - -- - + A4.1 n I '� ; 11' 11 , ,' { 1 3136 48 (I6)Ibd pu.N�Nfr M1T22 n POlndetlOn belay ulmmo. = 2 3 60Q�0 M&M (26)l6d at ea.enfi WCOA at faedatlon blelow oro. s�t.1 'ra►' �-,1 saa�sebiy -- -: f- a'i ' { '{I ' , . i -W- 4 1106 _MP+WO?2 (19)lbd Corm Mlrt/llatl W rin i ? ter ;•arag Ir'iar s,oWsrtB6 b 46_66 WM (32)16191 sMilens ►11 - — -- , .\ l 6100 FID6A (2)1/rtY ab. Mas ex►. 1>~ 1460 HIM (3)1/0'Y ab. - �l SMnpenpkxt �rr�,l9to�,.81 glesi _ / -- - ' _ *IMr Ih � ---- - bIDImW1 (4I Vd'I ab. eb're¢a Its. JOEL X10:. / I. N 14 shell be OFM Mae Ili,unless noted otharrllse(iu+.o) -' --- �' - -- - -- 2. Hardacre iiloclel nlebers specified are empson,per wrens catalog. 61bstitutions are •� emblem to approval of bw wal ilSkmar-of-record. All Simpson produco shall bit FILE: irstalled per nanll sculer's Mst�nlmxions. DRAUJIN ®Y: d11W 3• All hokbwr a 4x wood dost,utw. One holdow is r at each end of all --'YmaMu�last�+"a^'. ��'�1* t�ic.al Z"__-- -. Tical '1U.f"extgrior - �-- �'� IW r MNou glee. i _ shearwn ls. DATE: 09/01/00 Mltlsrlar b. •- ♦ wall essenlbly 4. HMI-down_lit�tl�r boke sa l are In addition to th 6/e' x Int'/andetion Inclo bolts req* M 1b11fARWALL 6Cill�IJ4R RE'VI�1af�i8 p"Wiew 21 i b. Me 1 I n r lu(ob.) be emended oth ler nuts a A30''1 all-dread rod. Ala A6! 6'�" 0'�" -a9 W ,4' ' b, Mde foirlGletlOn I► Is required at all hoklosns. 1sj 4'+1eM16rri►fled as1►-, -- rr'-/" ]�11" 7 TR' II'-91/4'- tt�1k�J11 rotes. / � - - - - - _ so /rootig SE -- TYMGt� __ /�N BUILDING FO�A�A1 lSm 24 --- "�'•'-0" ----- _- BUILDING DESIGN REVIEW �...eaii,snvk met. ftAUMae.e.ee 13 of 1a loll k. ..r,,.-...mos. ..w. ,...-_... ,w, r.. _ ._...... � _ _ t• _ • , , r 7 y 6 10 1 16 ;� f iEltif� ��II�'! Iltlll 1111111 lllllll IIII111�1` III I I , .,•, � I � :� • ,111111 1111,11 Illllil 1! tt�l� l 1111111 IIIIIIII I I I I I I I I t�rrrrrrrrl r F( 1 I, =r., 1110111111 M p l l Illlli Y fill IltlllIIII I t! II II_•. � I1 � 1 {I IIIIIIIIIIIPI IIII lrrtitlri�Ib+ It �Iildilfi�naG �rnrbT�trlrllTii�rlrlhrrr±ir�rr�rlrrl i�ti�il�lt 11fi1'r, lila ��Ildls t ss..-. nM..+,+.n..re :s• - ...._ ..nw.a-r...rr -. - .•s,__.. _ " M C ' , , „ ' �'?,.. ., w.... w.-,.:.....- —..a- . :....,r. •..•mac+' i 'ew--"._s:•....e:- _ ._ _ .K q�Wrll' YANFs - ..:...-,s. . -...,�,.,.ra.,��,� s1c+W'4•rr,�.fr't�wn'r -. .,. .. .. .w.•y,,,, ,;-..r+iryl�w .. ��,.,�s..n,.,rywyf,�ryp�punlllM►.v,w......,w+M,iry..-..w; ., L I •+i., ... -vw..yG• .._ Atm .f 1 I REFLECTED CEILING FLAN (MOTES L k,-Nbh and k*Ull 2%4 pr kkhod+vagi"podrd cobq effd,go I"aww" pan►! ,mid-p&W w4red for a 24 fippaaranco,W taa"rbm So bA novawat 1 n•cwM,%t parabotkr kmwwr. 2. al wtpovio4 cWl" shall be Ifitarelly brac+ad!fir par Coda 1 A�-f7e.-,� �sis- Ta e vS. tkrrsw,and wA.4u 2xt profkWhed wul ti+w, asw u�1 *r Rum P ip st A IRM, doh" "quo IUMTAIN Af 10c, 1r1 Lam' AM41. "oh and man t■fill OWN= - r ilviii ��r//- /,�.�►, .�•� �+eierrr. Coerdwt�d��iweal.. t9�,abl t�Y tror � f � ��-'l Gam'`' v ` t. 6. P iWoh end MAD JAM is MI oft ft b&to 0r. COIOrI�i�11�i�V IMdo jo 1. All dodaim i1a Dom filo!bM 11AMM all rNoO kr mWW dop wa 1 l a g s< < �0`'�� 1161121k 12 ♦ ��► 1 1 2 1 6 f6f-ZI1-1116 �-211-M1! c s nMOICAA@APKJY P aKO11LMn,OiFAC1M SOF OV r . w P x ' N — � w P ��- x Aw, rrvWiW9pI ulu� — — — — — —ffHffl 0 � IL e 4r c,�ue� I I r I it - M . f can i s1w 1111Eo" ARE CZZ= a JOB NO.: DRAWN 51': ddw DATE: MOW RL'yI�101d6: 6 6 - � BUILDSIG �� PLAN _ -_ _ -- _ _ --_ _-- _ - BUILDING DESIGN REVIEW 14 d 1i C. ,_..-._a - '' ,: .: Ij4',.Y,' ..1.�.-�.�.]tl �+f'�r�Wil'1�a'C�ii„W'17y�S��•'�'m.i?�"� x��p.V/.�.. 4rF "r�„al"�. `'�.:,.l' a a6. 'Ms�''.f�'" . 1 .. �`4P7 "�R-,f � � + i� -- r, ..___.�.,—+_..._�_.. ....,..._,r,....._M__.. __,...__...� � � �, ..... -... "":IF"+p'^^ � � r..., w11-...� _ � .."'�k�"'—` �......`�«--�'.� / � > *ahs• - �. • 40 I - F a • r r � C 11 � t •II t , w �. I IIII�II illi!!! 1111111 1111111 IIIIIIIIIIIIIII Illilll 1111111 illifllllllllll IIIIIIIIII11Iil lllllll�I IIIII 1111111 ( III 111111 II ' wY � 11�111IItd111111111111JLi1f 111(11.1 1111111 11111ii 11111!1 1�1�111 Iff111! 1111111 1111If �,;rr I III I ,a �r 4 �': ++t� ontii�i/1�ntlnil�+illun� �nrttntltTd�n� nritmil As i�� i 7 ��, ii � � •• 5 Ai i�mh nub n tndi t nuh t �i�dn� � �� n+►!i unht�nalnTi�nnhw • fir . t ` Y'+ ...,r.+a.R, u�.c+.w+.r�sn.+e-r..,++�.� ..ue. �.. ....w,.,.rs:saaa.q...• .ws.�..w....K�.w.�r*.e.�h_ _,.... .._ .,...rw...•,o.. .y. ... �.,,.wi.,' -� ., ,Mw• � ., _ - ._.. .. kxl • i:A ffF,k AL.- 7 W6OAV $A�Muilli� AECAL DEC I.AM Ka or ils TCITAL CAI FEF AMOK 6 10'-12' ACBR CICNATLIM(MIN 5 I'CAL STEMS EA_) VME MAPLE EQUALS 30" '•� ¢ ." • . • - - - - - - - - - - - CE ACM Mfg s IV 3-CA1_ AGER I ARM'BDoVd L' BOVII♦iAI.L.MAPLE EQUALS„*> ACA*A R 3 3TAL. ACM RMILIM T=$llditr RID 3L*WT MAPLE EQUAL /#j Ali - CAL DEC, 12 1W CALOR DECLNII06(S"CAL.EA.) ICBM CEDAR EQUALS 60" a-• 'lf�'' � _ r- _ CAL.MC 1W CALACBDILIS OEC.(2 TflNi(5.6-t.AL..EA ) MMiSE CEDAR EQUALS*V 14 ACE RUB B r •-� - • PYR GAL C 4 2TAL PYRUS GILLERYANA ICHA i'T1CIJOr FLOW NW,PEAR EQUALS S" V tt� �11 ��L�JI�T�N � - -.•--.• •• . 6 J -- ��N r MIZ�/1�'«0 ,s IL E CRM ==== -- - :-- ---- - ------------ (414 �� 3 WE DAV AZA HMI 10 3 GAL AZALEA'Ir M CRIMISO W HM CF&6ON AZALEA ow LIE CK 15 $GAL. ILEK CR "TA CON IDLA JAPANESE HOLLY • AMC" 2 5 GAP.. J NMP910US TUI CO .OSA' HOLLYWOOD,APER ! � � � i s MAH MQI,f 12 S GAL MArIawA AQ¢NFaw olEWN(GRAPE NAN DOM 1 5 GAL NAhCWM DOM L TICA 10YERS RID' NMONA PHI VR 1 S GAL PHILADE PHS V AWAALJ.S StA ET Moat ORANGE RHO iO 3 1 r-21- RHODOOOCAON wuf m BPEDaum RHODO. ! E 3 9 00"m 00 PIX M 21'44' 0WOODEND1001M'1 A LE LACE' PU PL E LACE RHODO, V>d OAV 23 5 GAL VI AINU I DAVID1 DAVID VIDLNONUM i me TIN 9 10 S GAL VaLmum TWA"SPRItIG BOL QLEr 91111%BOUQUET VVRAI UM e6 1 S2 CALIPER INCHES ! ti 123 NOTE: REFER TO ARHORISTS REPORT. TOTAL NU►DER OF CALIPER INCHES TO BE MITIGATED WAS 152". GM ND_ CER PLANT Y ON(ENTER (EXCEF r WHERE NOTED) KEY SIZE BOTANICAL NAME COMMON NAME i I GAL GAULnwAA 5VALLOH SALAL 3 a DAV soex�aoe ! ��`r1�'N1�i. w: 1 PYR CAL - 14114L VtlSA IMIOI. vf>ItJ1 4'M ANNUALSfIA NT a ON CBIIFU' 1 MAN Dam 1 PHI VR PILIN/LIQ MEI OF CAAFX CNMPTA.ASM TOM WETLAW F ANTS-RANT VON CENTER, OFF.4M BULDW t 1IIIIff&Lcw FLACWI&MAWS OF THE SAME SPECIE N CLUMPS snn M MM • r-tr Larc r low 5 ACE CIR AUTOMATC>iOOMMElt S/STEM TO ME NWALLED OESIMMMD BY MAIfOlfCAN CONTRACTOR SM"RAW QWAFRES Offfit SETINBW TME LEGM NO TME RAL TME Q MNITTES ON 12 MAH AQU fob THE PLAN AW TO TAMS itMCMBVM REW � rr f HDSERUBBER D RUBEXCAVATE IYVICE DIAMETER r�M OF ROOTBAL.L. POSITION ROOT 012 GALVANIZED VWMIE, CROWN 1"ABOVE FINISH GRADE. 2 STRANDS,TVVLSTED / 4S• 45" 2"BARK MULCH AS SPECIFIED d r / � 1 TEMPORARY WATER BASIN 2"DEEP ' e► . , - _ . MINIMUM LX2X30" • ' TREATED FIR STAKE (3) 1 ACE CIR - 18c r - .;�,� 13c �'�-,, REMOVE TOP THIRD OF BURLAP(MIN.) 17c BACKFILL SOIL MIX AS SPECIFIED s 6"MIN.COMPACTED BACKFILL MIX. 141cL AMOSOW TREE GUYING DETAIL 1 P N.TA& _ 2 ACE RUB B - • - jd _: --,-- O' w� • - wllli�j:, w • 2 2X2X6'DOUGLAS FIR STAKES, 0� f _ TREATED WITH 2 COATS OF I VWXU FE"OR OLYMPIC STMT, iaMr r DARK MOWN OR EQUAL. DRIVE 2'NTO UNDKTU1M SOIL AND 110VmTw 1 Pm CAL 5 VMI DAV 11 CAL DEC SPACE_120 DE6NEES, EXCAVATE TWICE DIAMETER 5 VO OAV OF ROOTBALL. POSITION ROOT CROWN I"ABOVE FINISH GRADE. WffH W �EO IRE �.NJN CHIT •12 GALVANQ .`--- EX�.AVA�E TMnCf FORCED RUBBER HOSE. 2"BARK MULCH AS SPECIFIED. DIAMETER OF PO MROOTBAu" --- - SITION— PLANT i"ABOVE 41a^+Md1- TREE WRAP, SECURE TOP ` *� - BARK MiULCH 2-2 s ANORTHOF PLASM&Vfta ICD eoTrow vllmll TRANOs As SPEC>FIEO. ``.� elm -- PLANT SAUM. - : BACKFU_MDMW- 1 LA ®5CA i 3"NO NSD cr COMPACT® .� _ f •tom WNOVE TOP THIRD OF BURLAP(MIN.) dI1t7KFN,1 MX. --��-� tt 4 70 � � w _--`� 1 - 10t-0 ,I _BACKFILL SOIL MIX AS SPECIFIED `6"MIN.COMPACTED BACKFILL MIX. SF" PlJ1N1'm TREE STAKING DETAIL aW■1B1�I��M! „*. •, ,, ` fir •._o.- -..,, y ._:,:.•+ .yam . . � +.. rLYNIMrv."•;t4.�.. .:...w.:....ur .. - �' -. w +�r•�� 1 \. aw r • � I!' � i til 111!111 ll!!!!I Ilillll !!!I!!! I!!!II! !•II!►I! lUlil! IIlIIli I��'Iilll IIIIIII Ilillil Illlif� ' f � F 11xlil IIII�I � � � � , � : � . � [ � - I1IIi� Ii1�Ni 11111M�1.111�1 IIIIIIIIII�I�NhVI li�llllll!!o!! I�.IIIIIIIII�II 11111l1IIIII i 4. . I III IIIII II !I 11�1llilli o t � II IIII ltl��t+t 1� a an i un"ifulf tntIMB1nullnfwunlrtTinnlllndTllIlS = ! t• . , ,, �.rte. _ ,..., .� • -•...w,.._ • _ \