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Plans (25) S 1T20 18 - 00021 RECMVED 'U} 1 2( 18 SHEET a CiT 'r "� .�l ...:::„.....,_.„:,..,:..- N,:,,:; . BuLOl GJrVISO� DN 1 TIGARD TACO BELL AT HWY 99W , 1 o OF 7 5W PARK ST Ia k tSCRAPE AND REBUILD .., ip. . il y SW COOK 1.14, 'f ,� �� - o \ ‘1 rvil r r I QaIX c SW PARK ST ,FA ,�ST a 1- 0 LEGEND GENERAL CONSTRUCTION NOTES ENGINEER / SURVEYOR CLIENT ,. - I. ALL WORK AND MATERIAL SHALL CONFORM To THESE PLANS, THEilk Q v� ¢ w a LLI --- (E) PROPERTY LINE APPLICABLE PROVISIONS OF THE CITY'S DEVELOPMENT ORDINANCE, THE CITY'S ALL COUNTY PLANNERS 4 SURVEYORS, INC. WEBER COASTAL BELLS \ �' I o o U CE) LOT LINE TECHNICAL SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION, THE MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, THE MOST RECENT ATTN: RAY MOORE, P.E., P.L.S. ATTN: LINDSAY JOHNSTON \ IIT ►,1} x„ - (E) EASEMENT LINE EDITION OF THE INI RNATIONAL BUILDING CODE AND APWA STANDARDS. DAVE REIGHERT, L.S.I.T. PO BOX 23408 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES El1CsENE OR 9402 �\ l Z r \04L P. O. BOX 955 ---100- - - (E) 5' GROUND CONTOUR PRIOR TO STARTING CONSTRUCTION. - - -lO1 - - - (E) 1' GROUND CONTOUR 3. THE CONTRACTOR SHALL NOTIFY THE city OF SUTI�ERLIN 48 HOURS PRIOR SANDY, OR 91055 (541) 681-8445 ti \� TIGARD, OR o�14/ Z ��v'�y$ N TO START OF CONSTRUCTION. (503) 668-3151 a ////////// (E) BUILDING WALL 4. CONTRACTOR SHALL PROVIDE THE GOVERNING UTILITY DISTRICTS AT LEAST pAYEgALLCOUNTYSIIRVEYORS.COM 01 , VICINITY M/®1P d � ' : Q 24 HOURS NOTICE PRIOR TO REQUESTING TESTING OR INSPECTION SERVICES. • (E) BLDG OH CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO ADJACENT RESIDENTS OF \ NTS �d�ly�. ��QP (E) WALL CONSTRUCTION SCHEDULE CONTRACTOR SHALL WORK IN A MANNER THAT CITY OF TIGARD � �r w ALLOWS EMERGENCY VEHICLES AND ADJACENT RESIDENTS' ACCESS. • . REVIEWED [ CE.) AC PAVEMENT 6. PRIVATE PARCEL WORK INCLUDING WATER SERVICES, STORM DRAINAGE, j . FOR CODE COMPLIANCE •• ► ix w • " SIDEWALK/CONCRETE SUBMSANIT�Tf1=DRY g o COUNTY BUILDINGEWER LATERALS, DEPARING NTMENTT FOR REVIEW AND PD EROSION CONTROL ER IttING. SHEET INDEX - -- Approve.• �N - �.1b � NA\?•\1R - F ;•.. `.'::;:c-..,,', - (E) s � � ort >.:. CE) GRAVEL I THE CONTRACTOR SHALL MAKE NO CHANGES OR ALTERATIONS FROM THE `\ - ;' OTCs O Mk APPROVED PLANS WITHOUT APPROVAL OF THE PROJECT ENGINEER AND THE + \ 1 Permit ��� ~.- •• : - • r • - 1 Q II 3 Q [/TT=7�\T� (E) LANDSCAPING CITY OR GOVERNING UTILITY DISTRICT. C I COVER SHEET AND 8. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK \t'1 NTROL POINT 5 Addr`7• • ' • S P• .,w� Z = e (E) LANDSCAPING GRAVEL NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND EXISTING CONDITIONS Ex TRASH •! /` MAS NAIL Suit�I �I ami) SPECIFICATIONS. ANY INCIDENTAL WORK COST SHALL BE INCLUDED IN THE ENCLOSURE _. . : .f. • EL = 222.39' �a u: - (E) CURB CONTRACT UNIT BID PRICES. PLAN ' . 1 } ..4 F•�,�t �� Date: -) - Q) < N 9. ANY INSPECTION BY THE GOVERNING UTILITY DISTRICT OR PROJECT •,/- w w -x-x-x-x- CE) FENCE f, � .. '. • s� ,; 2 ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM ANY 02 DEMOLITION PLAN ' h'.. • p OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE ?� n[�/+ -- w --- .° - C£) WATER LINE �. ° S ` �9l V d ^ W z PLANS, CODES, REGULATIONS, STANDARDS, AND PROJECT CONTRACT DOCUMENTS. tl► 1 Ad1p� 3�f��^ J �. Ld w F- - E cv ---SD -� SD - 3a --- (E) STORM LINE 10. OREGON LAW REQUIRES CONTRACTORS TO FOLLOW RULES ADOPTED BY THE C3 SITE PLAN OREGON UTILITY NOTIFICATION CENTER AS SET FORTH IN OAR 952-001-0010 \ • •41.44��e a,�e ¢ - w -----Ss ss- ss - (E) SANITARY LINE THROUGH OAR 952-0O1-0100. THE OREGON UTILITY NOTIFICATION CENTER HAS ryL� COPIES OF THE ADOPTED RULES AND IS AVAILABLE TO ANSWER QUESTIONS AT C4 GRADING PLAN •b` EX. OIL TRAP „�� •• - cis GAS (E) GAS LINE 503-232-1981. THE CONTRACTOR SHALL NOTIFY THE CALL CENTER Moo-332-2344) --' CATCH BASIN WI T T T (E) TELEPHONE LINE OR CONTACT ON THE INTERNET AT (DIGSAFELYOREGON.COM) AT I FAST TWO (2) N89`10+ 2+ .14' ' RIM = 21936' \�l\ BUT NOT MORE THAN TEN (10) BUSINESS DAYS PRIOR TO 05 UTILITIES PLAN r E 1 \\1f!f BUSINESS DAYS, COMMENCING EXCAVATION ACTIVITIES. r (+� Cit TV CAN (E) CABLE TV LINE K?`v- A \ L 11. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND / ~ \ 1 ��i, N P P - (E) UNDERGROUND POWER LINE ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE LOCATIONS, DEPTHS, 06 DETAILS -- M I I !I t\ k.5 _ Z CV AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED - 1 \ �, SCALE : I" - 20 .- - c -- r-,--- C - (E) OVERHEAD POWER LINE FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER AND EPSC1 EROSION PREVENTION i� e \ \ \ ` - FRANCHISE UTILITY COMPANIES DO NOT GUARAN I tt THE ACCURACY OR THE •� Q EX OIL CRAP 3, \ Q (E) STORM MANHOLE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITY INFRASTRUCTURE NOT AND SEDIMENT r . L y CATCH BASIN / `` , 0' 10 20' 40' >-'" SHOWN ON THE PLANS MAY EXIST WITHIN THE WORK AREA. / \ u" RIM = 22338 _ . \ n ® CE) CATCH BASIN 12. THE CONTRACTOR SHALL FIFI rp VERIFY ALL EXISTING UTILITY LOCATIONS CONTROL PLAN ki / • II / ` � ! ,......----------Ni,„ V / 0 O (E) AREA DRAIN BOTH VERTICALLY AND HORIZONTALLY PRIOR TO STARTING WORK (POTHOLE IF / - „To • _ __ 4•Y , I , n NECESSARY). SHOULD CONFLICTS ARISE AND UTILITY REDESIGN OR a / I + Q -` ,C V J EC QS (E) SANITARY SEWER MANHOLE RELOCATION BECOMES NECESSARY, IT SHALL BE PERFORMED AT THE i L CONTROL POINT 3 Q ss? + _gr i ,<, - ` - _ MAG NAIL �' :_ CITY OF TIGARD CONTRACTOR'S EXPENSE. PLAN CHANGES MUST BE APPROVED BY THE PROJECT 1- ( r: Dc OIL TRAP EL 22024' : • O (E) SANITARY SEWER CLEANOUT ENGINEER AND GOVERNING UTILITY DISTRICT IN ADVANCE OF THE WORK. \ Approved b Tanning Q =� , CATCH BASIN •:. -. / f PP 13. THE CONTACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES TO a I RIM = 223 81' -� CONTROL POINT 1 •(E) TELEPHONE MANHOLE WORK ON AND RELOCATE THEIR RESPECTIVE INFRASTRUCTURE AS REQUIRED. EX TRASH �� ,'\ -- • • Date: �� �� I I f 1- HUB AND TACK �j�j ••- •- gulag I� • 3; - EL = 224.98' °` �. �' I I ® (E) WATER METER 14. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING ENCLOSURE -I h � / =llL Initials:UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR / 19 CE WATER VALVE SHALL IMMEDIAT LY NOTIFY' THE UTILITY OWNER OF ANY CONSTRUCTION CAUSED f _ 1 � PAKING ! •'. = ': � {j �jDAMAGE a n 1 � \STRIPING, �_ . O U b' FIRE HYDRANT -/- •O Q tYP. / �... •. ' , , ii l r •• p 15. THE CONTRACTOR SHALL CONTROL PROJECT SITE RIGHT-OF-WAY TRAFFIC IN ' . :III • ::' � Q �I ! LL N UNIF M TRAFFIC - - 1 1 / A CFS FIRE DEPARTMENT CONFORMANCE= WITH THE LATEST EDITION OF THE `MANUAL O ORy C� O " i 1-I r • / . . . , �/ CONNECTION CONTROL DEVICES", "OREGON SUPPLEMENTS", AND GOVERNING UTILITY DISTRICT - / 440 � ` E, 1.. f w U 9 (E) POST INDICATOR VALVE REQUIREMENTS. AT ALL TIMES, THE CONTRACTOR SHALL ALLOW LOCAL RESIDENT `\� -I I - j /\ J} ora ACCESS TO AND FROM THEIR HOMES. THE CONTRACTOR SHALL HAVE AVAILABLE N -� I I /. .. ti / �• • �� :•- t;J I I I - 533 151�`U1 Q (E) MANHOLE ON SITE AND USE A GOVERNING UTILITY DISTRICT OR COUNTY APPROVED, �\ ;�� --r-----STRIPING, ,/� Q` l 2 ,, j ;' 15.44 TRAFFIC CONTROL PLAN. \�� 21=11 • •'9 TVP. .. .1 PROJECT-SPECIFIC, I44 I j / O / f1) © (E) POWER METER 16. THE CONTRACTOR SHALL PRESERVE ALL TEMPORARY SURVEY CONTROL I • , ' .- ° (fr O/ ,/ �` - 'eq < SEE DETAIL 1 [ \ POINTS, AND CONSTRUCTION STAKING AS LONG AS THEY ARE NEEDED FOR j = IF �. ,S�� ',Ed /` 4):,04;,- � 8�r'° I ( I /� j FOR PROPE=RTY L l InT❑ (E) TRANSFORMER CONSTRUCTION ACTIVITIES. - �ir Oq cy �1y.�.. /-1 I I=i I r/} ry ,pi s/N I BEARINGS AND O V❑ (E) UTILITY VAULT 11. AT THE END OF EACH WORKDAY, THE CONTRACTOR SHALL FILL 1N ALL © ` ; O ?� ,. Q j j DISTANCES � _. \ , II-III � I . E�cCAYATED TRENCHES OR COVER THEM WITH STEEL TRAFFIC PLATES. fr , '_--"-"-----CONTROL �/ �v O v ' _ 1 ' y 'a N56`44+�I.3+ 44 x J❑ (E) JUNCTION BOX 18. CONSTRUCTION CAUSED RIGHT-OF-WAY PAVEMENT DAMAGE SHALL BE I I 1-7-111=_TPOINT 2 . .•,,•;'. ° " �I � Ci V V (4 I/ •��,• +TEMPORARILY REPAIRED THE DAY OF THE DAMAGE OR IN A TIME PERIOD )-Hliµ _I II I l \� NAG NAIL .; .. -I / O �,� 0.51 �1", 0 I I f ❑n (E) RISER AGREED TO BY THE GOVERNING UTILITY DISTRICT INSPECTOR USING COLD OR EL = 228.81' Q / • (E) UTILITY RISER, PEDISTAL HOT ASPHALT MIX. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED 1H I I I ISI I \ ./ CO +D' U H p ® VAULT, JUNGTEON BOX OR AREAS UNTIL THE FINAL REPAIR HAS OCCURRED. I-I I-III ? \ •_ • - - "4 ' ` c `�ry / a � +- TRANSFORMER 19. IF THE CONTRACTOR ENCOUNTERS GROUND WATER SPRINGS DURING =III I \ \ $PJfrY • ��" ��'❑ (E) GAS METER CONSTRUCTION, HE SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER THE \ a Q' R O PROJECT ENGINEER WILL DIRECT THE CONTRACTOR TO TAKE MEASURES TO 'I I-. -:f --- I \ \ \ \ . \� �/ .f 4 / / (�� GH (E) GAS VALVE ENSURE THAT THE WATER IS NOT CONVEYE=D THROUGH PROJECT UTILITY I f€I I \ �� ` N \ :, : • '� Z ,iOA/ �'Yj'TRENCHES. THE NATURAL SPRING FLOW PATH SHALL BE ALTERED AS LITTLE AS EX. OIL TRAP -)I� \ \ \ e,� j .� OCE (E) LIGHT POLE PRACTICAL VCATCH BASIN T I \ 4. -�` \ `` % , ` 4' DETAIL 1 • RIM 234.03' _ •___ ` 20. ALL PLAN LENGTHS ARE HORIZONTAL DISTANCES AND SHALL BEI I \ \ v '_'' `� \ �� NOT TO SCALE C1 in (E) UTILITY POLE � -/ \ I ( '-1 E �. \ ` V-4. IC CONSIDERED APPROXIMATE PIPE LENGTHS ARE MEASURED FROM CENTER OF • STRUCTURE (E.G. MANHOLE) TO CENTER OF STRUCTURE SANITARY AND STORM --. 1/7..V.__ _ a \ ! I [ .r• '.� :: ��, �/ �'� S /. �� C "' r (E) UTILITY POLE W/ LIGHT -1" -0 0 PIPELINES SHALL BE INSTALLED ON A STRAIGHT ALIGNMENT AND ON A UNIFORM %-''_ \ I �S 0 ) (E) POLE W/ GUY WIRE GRADE BETWEEN STRUCTURES PER PLAN. PIPELINES SHALL BE INSTALLED SUCH % f III \ ``�. /: ti. �; o THAT THE PIPE BELL IS POSITIONED AT THE UPSTREAM END OF THE PIPE 1 ! \ I III-I -230-..›,„--` \� ` ,� • �� L m�' o ;' YY O (E TRAFFIC SIGNAL POLE SEGMENT WITH THE PIPE SPIGOT POSITIONED AT THE DOWNSTREAM END OF THE EX STORM MH-� f P \ ,g ,Ca c•� PIPE. RIM = 234.26' v co I v (E) SIGN IE 36" = 224 56' 4L V/- .;,g . A� oNTROL POINT a•-,......4...„ 1 L, 7 '. --7l/ , 0 E m i.� co 21. CONTRACTOR SHALL CONTROL PROJECT GONSTRUGT]ON DUST WITHIN THE • a HUB AND TACK� � .`"? ABBREVIATIONS 0 00 _ `° cia `° (E) BUSINESS SIGN PROJECT LIMITS AND NOT ALLOW IT TO DRIFT ONTO ADJACENT PROPERTIES. 413 . �, EL = 229.90' / I N 1 4 o-.� -- co 22. CONTRACTOR SHALL RESTORE ALL CONSTRUCTION-DISTURBED AREAS TO \ \ gir,' i •\/ �• (E) EXISTING a r- - AP `.) 1 I/ • �"? j . , CONTROL POINT I (P) PROPOSED °� �w +n LO O (E) BOLLARD MATCH EXISTING SURROUNDING LANDSCAPING UNLESS PLANS SPECIFY OTHERWISE. 1 f \s: _ 1 i 10 <" � HAG NAIL CN) NEW �y c•� rn .. N 23. THE CONTRACTOR SHALL HAVE EACH MA i TRIAL SUPPLIER SUBMIT TO THE \ "Os \ \''+- �' EX/ORDER / Q I '� .: . // EL = 225-OS' AG ASPHALT CONCRETE L 5-2 w o CE) ADA STRIPING ENGINEER PROOF THAT ALL MATERIALS ARE TESTED IN ACCORDANCE WITH THE _ ' •�. �' AG. ACRES 0 W 0 0.x O x qq PROJECT SPECIFICATIONS. BY ACCEPTANCE TO CONSTRUCT THE PROJECT, THE • ti, !` - BOARD ' - I I-` ,\ 3� AKA ALSO KNOWN AS d1 °° �` 4- (\. REPLACEMENT ADA PARKING CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE OR I \ �, SPEAKER �•4 /W / q /i, ' BLDG BUILDING -(E) OR (P) PARKING STRIPING INCORPORATED INTO THE WORK MEETS OR EXCEEDS PROJECT SPECIFICATIONS_ • • ( 4}TO O GT SPECIFICATIONS SHALL BE7 ! CENTERLINEANY MATERIALS NOT CONFORMING PR JE _�CE) DECIDUOUS TREE W/ DBH REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER OR 1.,.v. • .� • \ •,� = / GB GATGH BASIN GOVERNING UTILITY DISTRICT. �,,' i A CO CLEANOUT 0 �` • ° ° " SURVEY NOTES -y"�c x" (E) CONIFEROUS TREE WI DBH 24. CONTRACTOR SHALL CONTROL DRAINAGE THROUGH THE WORK ZONE SUCH -••• `` - . .�s \ \ •I • •\. ° i I ] / \P CONIC CONCRETE 0 THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING • • ;� ..• -.I I J 1) THIS 19 NOTA BOUNDARY SURVEY_ NO DBH DIAMECER • BREAST HEIGHT (E) LANDSCAPING BUSH ' ` ! v .• _ 17 • '� f ( LIABILITY IS ASSUMED BY ALL COUNTY SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING UTILITY DISTRICT OR 1 ,.• rEL ELEVATION PROJECT ENGINEER MAY AT ANY TIME ORDER CORRECTIVE ACTION AND WORK l , i =I /4 �? SURVEYORS AND PLANNERS FOR THE Etc EXISTING BLDG HT OR FFE STOPPAGE t0 ACCOMPLISH EFFECTIVE DRAINAGE CONTROL I /Pi I I I -• - !�I / r �'c i ISTE CE OF ANY EASEMENTS,IE=NTS, FDG FIRE DEPARTMENT CONNECTION - 1 : I-- -••�~ +..' V ENCUMBRANCES AND DISCREPANCIES IN FFE FINISH FLOOR ELEVATION SURYE=`P CONTROL POINT 25. THE CONTRACTOR SHALL REMOVE PER PLAN ALL TRES, STUMPS, BRUSH, CONTROL POINT d J` ,(�\ BOUNDARY OR TITLE DEFECTS. THE FH FIRE HYDRANT ROOTS, TOPSOIL AND OTHER MATERIAL AND DISPOSE THEM PER APPLICABLE MAG NAIL \ !!\,, BOUNDARY LINES, BEARINGS AND GUT GUTTER FI Fv4tION 0 NEW OR REPLACEMENT CURB REGULATIONS. EL = 232b4 +a Lji QO �- / L DISTANCES SHOWN HEREON ARE BASED HAT HUB 4 TACK Imi NEW OR REPLACEMENT 26. ROCKS LARGER THAN 12 INCHES IN DIAMETER, ROOTS, BRUSH AND REFUSE OF EXISTING RO� - - V . n SOLELY ON WASHINGTON COUNTY RECORD HC HANDICAP mollV SIDEWALK / CONCRETE ANY KIND SHALL BE EXPORIE-U AND LEGALLY DISPOSED OF BY THE EASEMENT - • •� `C SURVEY DATA ANp THE LOGAIF HT HEIGHT W I -I (N) RAMP CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, AT NO EXTRA Pl/ MONUMENTS SHOWN ON THIS S 1 Lt..) '. IE INVERT ELEVATION 9 DOST TO THE OWNER •. / CO LF LINEAL I-Et r 4. 61 rit m REPLACEMENT AG ` / \ f / E7c1StING 2) UNDERGROUND UTILITIES SHOWN ON THIS LS LANDSCAPING ERN/ATE STORM. SANITARY 3EIMER AND WATER NOTES '� SAWGUT LINE �\ / / EASEMENT SURVEY ARE LIMITED TO THOSE ITEMS MH MANHOLE ALL ON-SITE (NOT WITHIN THE PUBLIC RIGHT OF WAY) STORM, SANITARY AND \�� I �,, fl °� VISIBLE BY SURFACE INSPECTION AND NTS NOT TO SCALE (N) BUILDING LINE WATER LINES ARE PRIVATE LINES AND ARE SUBJECT TO THE UPC (UNIFORM '.0- `;• PUBLIC RIGHT-OF-WAY LOCATES PAINTED ON THE GROUND AS OF OB ORDER BOARD THE DATE of THIS SURVEY. SUBSURFACE OH OVERHANG "'-I 's) PLUMBING CODE). ALL STORM AND SANITARY SEWER PIPE WITHIN 5' OF A ; STRUCTURES, IF ANY, ARE NOT SHOWN. OSP ORDER SPEAKER PEDIStAL Q (N) BUILDING DOOR BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED PER UPC TABLE 7W/. / TAX LOT 1500 PB PUSH TO WALK BUTTON �'14-I. /.� 3) UNDERGROUND UTILITY LOCATIONS MUST PED PEDISTAL Cl) 0 r + (N) 5' FINISH CONTOUR 811 C� (N) I' FINISH CONTOUR ALL STORM AND SANITARY SEWER PIPE GREATER THAN 5' FROM A BUILDING //// BE POTHOLED AND VERIFIED PRIOR TO ROW RIGHT OF WAY d� r SHALL BE ASTM D-3034 SDR 35 PVG OR APPROVED EQUAL, UNLESS OTHERWISE ' CONSTRUCTION. RRT RAILROAD TIE Q NOTED HEREON p ® SD STORM DRAIN O J C SS (N) SANITARY LINE 1� 't / 4) THE Ff_EVATION DATUM 15 PER SF SQUARE -t i U ,_I X 0 THE CONTRACTOR SHALL INSTALL CLEANOUtS EVERY 100' OR 135' CHANGE IN \ e j'.G ` WASHINGTON COUNTY, 223AS HOLDING SP PARKING SPACES W O it) O (N) CLEANOUT DIRECTION AS REQUIRED BY THE UPC. CLEANOUT PIPE, FITTINGS AND JOINTS *'\ meqBENCHMARK NUMBER 223 AS HAVING AN SS SANITARY SEWER m ( Z SD CN. STORM LINE SHALL BE THE SAME SPECIFICATIONS AS FOR PIPE / //4p.'•// //// ELEVATION OF 214.00'. TE TRASH ENCLOSURE W Z IL Know what's below. / TG TOP OF CURB ELEVATION m 0 Z go (N) CATCH BASIN ALL ON-SITE WATER LINES SHALL BE OF THE SIZE AND TYPE NOTED ON THE Call before you dig. 5) THIS FIELD SURVEY WAS COMPLETED ON - ' FEET 0_ 0 PLANS. -1_ _I-i. F. INCHES W W 2 W (N) WATER LINE J U SHEET CONSTRUCTION m NOTES 02 -~ D1"IOLITION o OF 7 ‘ DI PRESERVE 4 PROTECT (E) IMPROVEMENTS , OR VEGETATION C;=, D2 DEMOLISH CES BUILDING r - � y _ \ 1)3 SAWCUT 4 REMOVE (E) ASPHALT PAVEMENT Q ® -'_,..--\\/-., \ ® . / , \/ \ D� DEMOLISH 4 PERMANENTLY REMOVE (E) LY 0_ _1 J �/ / t _ � "— . ; COCRETE WALKWAY I o\\\ �� 1 1 DEMOLISH 4 REPLACE (E) CONCRETE O / / / / �/ 97*\ / /�`� WALKWAY z I �j'" › \/ \.; - �/ .-'' ` \ \� '�/ �� �I \ \ ,,,1� DEMOLISH t PERMANENTLY REMOVE (E) Q .. o-�/ �` /� f/ / // �/\ ` V � � m D� MONOLITHIC E4! AGNSIF Lu'.s\• co \\7' F,...\ f / \_\> c \1- ...." .: Ifto _. PRAGTIGAL • ;,k. r\� �L ✓ ',� a� �f. ¢ f/ P Pi liar.. . / v k DIO REMOVE t RI=PLACE (� DRIVE rHRU �, �C� 1 1\ �+' ? �. p P P �-- P P P / /���,i` // � ELEMENTS 0. z �, . _ — __ A 4. _._. . v_ a_ 11 TO BE • gAWCUt t REMOVE !� AG, a REPLACED W/ CONCRETE .• ° ° P / \ • / \ / PRESERVE (E) UTILITY PIPING AS MUCH AS ` -� a // N / % / / D12 IS PRACTICAL FOR REESTABLlNCs (N) l �� �� W / • / Ilk ,/ -0 / CONNECTIONS TO (N) BUILDING z z / A. / r A� A // ! / f D13 PRESERVE 4 PROTECT (E) GREASE ` tr .. / 1 / INTERCEPTOR AND REESTABLISH Q [;5 / / ° j / / / CONNECTION TO (N) BUILDING J/ / 4 / ,/ > / w 4 A f / - ... - / - - / ✓ 1 D14 REMOVE EXISTING TREE • �? Z 4 • / — / r // i .,' // / ✓ �I D15 DEMOLISH t REMOVE (E) CATCH BASIN. Z II 73 g • / PRESERVE AS MUCH (E) STORM DRAIN r f ' / / PIPING AS IS PRACTICAL TO MAKE (N) A . A ' / `/ - / / // CONNECTION TO RAIN GARDEN OVERFLOW I, N QJ Q N c r' / PIPING. Q cv ' SAWCUT 4 REPLACE (E) CONCRETE > O= O -w-.I • A / f r // D I6 DRIVEWAY APPROACH o 4 / 1 / D 1l D>=MOLT gH C� CURB w LW_ o / ° i 1 ` ' r DI /`y / / > Dl a / / t D3 / r 1 / • ! i ;' - D 1 .- / : :, ,. .T. 1 / 1 i I r// _D1-I , -- 0 isii. 1 / V:77\\ I • 0 . i / 1-- 6 ,_ , �'� � 1, ,` /' DI / D3 1I I D15 D14 �,��• ate tf D3 b ; ( t( Dl �t F .,,,, i . / El ) , , , , • 71 A 1 / 7 _ / ��� r _ -.. __� _' D1 ,/ / tilhi. W .,'L:', "..,:.7 • , tk ta �11r /� / A 4 A } 4 n n ! CO 1- U �/ ! ,.,,,<\/ -0 A • . 1 A 4 A Di A . •- o a G DCS o D6 ', D11 - 11' 108 • - _ // :110"".."'"'"..............,. ��� A . . LL a 1 . . -0 4 D9 '� - D9 ' 7 1; Q �� D4 n !1 SCALE : I" = !a U Q 0 / T f A 1 lI\ . • .4: A °4„.".7 \ 1 ‘. 1 0' S' !o' 20' , ,.„.„ \ n ,.., . A . • • . _ , . 1 D4. z/-, ... ---_ ...., i <1....\\, , \ DI . -, . 0 to N \ ‘ / . .. _,,.. -.\\7\ ' ..' . . ., o 11..,r , \ \ \i___d5\ 1 „_\_\-7:7, -:_\_ ....Z._,-\_. :. _ ' 4. .. ' 12 / / / \ \ jG SD SD SD SD SD =. SD - 004 r 1 GAS ' S , 14 1 ,/* ( a 1 / A / 1 , ` � l ,z / \ / - ii D12lair_ III., ' 1 --'�1 /f I A . © EXISTING TACO D5 D4 , �\ / in - —'"/ `- `" , / D4 SELL RESTAURANT 4 : • �/ � -- _ 1 1 / 6 I 2,020 SF A o � /` ✓ .r /! 1/ \ / D2 4 c; - c � � o d, ,, r / . A, / ry!o ® . A a . I� 1 o Cr) o / ! \ \ C c I D: a1 p• c cO CL \ Dl /1 L A. O� I ! •� 1 `V -La ,`;v0 � , Dl0 I D12 q} 1 / ! .. c- rn `.' � ,� %., r� P .` ',�1 D 12 I:12 `'/ o •m 0 o o X O } ! _•r � P / I �I 1 I / , m L 000 1. c\-/ ® -_ 1 atomtviri"- - -_ --- ---- _.- - .. .w.- ._ / t \ . ' • I Q / +� • 4 !1 f-r 5� // o 1 \--\\\,.....1,:;_._ s� p1 D3 D12ci) `_�== - -` D3 D1 f De, •„ \\ /'r A 4 DI ) • . _ A 4 t DI , �/ .. rte A / p12 D3 D12 A � D13 DS Di 1 .� \ •---- -... K\--,7,>-1 . A DI�I \ / r D4 . ,•a D1 � \--,<\>,,,,,,\� �. 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A ✓ O J Dlh G� 4 GAS' GAS a f�.S A" GAS -'_ GAS GAS �AS GAS - '' GAS .GAS. °GA5 / GAS Ls GA AL / G / A G .6 L, /' a °. 4 .f J X O DS p n D16 _ " n. • DS ► ° 4 • �I S • 4�. 4 GAS n GAS GAS A5 d G'S GAS ,�6 GAS 4 GAS G,AS•- ---a GA). -77. - T T T T - T T T -- T T T T T T T T T T ---..-- T _.._ -.•- � T - T T W O 1-1-1 LU D31/ 41] DI D3 Dl w SW PACING WICEI-IWAY - I-4WY 99w SHEET m I CONSTRUCTION NOTES C3 SITE PLAN : a��''' o OF 7 e' %, SI PAINT "EXIT ONLY^" WITH I' TALL WHITE LETTERS. i i O e� S2 (E) STRIPING TO REMAIN. REPLACE A5 NEEDED WI J 9(�t) STANDARD 4" WIDE WHITE PARKING STRIPE '1 INSTALL SIGN WITH "VAN % \� a S3 INSTALL BOLLARDS. 31ZE ARCHITECTURALS. ACCESSIBLE" AND THE .....-----"--°— INSTALL SIGNS WITH THE e.'� d E E a INSTALL 2 ADA PARKING SPACES W/ PAINTED INTERNATIONAL SYMBOL OF INTERNATIONAL SYMBOL OF �" ' S4 PARKING SYMBOL AND SIGNS PER DETAIL 1/C3 AND I Q Q ACCESSIBILITY MOUNTED ON ACCESSIBILITY MOUNTED ON ��( < ` MOST CURRENT ADA REQUIREMENTS BUlLDINCz, PER LATEST ADA POLE PER LATEST ADA \ INSTALL PORTAL AND APPURTENANCES. SEE I REQUIREMENTS. REQUIREMENTS. S5 ARCHITEGHTURALS. Z o 0 • i INSTALL MENU BOARD AND APPURTENANCES. SEE w o Lu ,.`� •n S6 ARCHITECHTURALS. w C� V "J_ < ` .`tom• SCALE = I" = 20' a `' �a ` Si INSTALL BICYCLE PARKING PER DETAIL 2/C3 Q I o o v to — +# FOR ADDITIONAL CONSTRUCTION E �A ll\ °�'�� GRADING NOTES, SEE SWEETS C4 t C5. L's �,� 'z ,�� N e5 \ z n' r r 0. \, ~O y - , -- .. /� s� N2IZ MAXIMUMSLOPEN ANY DIRECTION , `.' . �P ¢ / 4" WIDE BLUE �s,9 4,-., ,STRIPE, MP. (ACCESS AREA) \ VISION TRIANGLE 35' x 35` ` Z \ ` cc 2% MAXIMUM SLOPE 2% MAXIMUM SLOPE �` �',sao� w 19 IN ANY DIRECTION IN ANY DIRECTION N. ,e O c� z 3' - N '_ Q u 45' .N -' \ - Z - D? 36"X 36"BLUE STENCILED 7 4" WIDE PAINTED \ / CS _1 • SIGN FTESREQUI�g � rr - Q a cv STRIPES (TYP) \ s / —NJ (I) (INTERNATIONAL SYMBOL WiTN BLUE OUTLINE ( • ^p W w ° O w OF ACCESSIBILTY \ \ / >, T Z —I , I i 1 4 , � � w r k (ALIGN) N.N.N...._ \ ,31x 1 (-- j (.......-\.- " A ' 1:.:.. . .... ''4'...' \ '--' EQUAL EQUAL - 8• - I. 9' .. _ ._ — .-- -- -- -� -- ' i 9 L C `556'44'43"E 16030'— ' 4, " il e. 77,„. /,. _, _ 1 533`15'11'11JADA PARKING REQUIREMENTS \ , ` \\ \I \ 144E NTS. �- \ ® �sfl�-',, �3 ,` J ` �° ,,x 1 0 rc 31;1;\ \ V- \ 7`:1-.)' ,. d 8. ® ` �_ ®, I cc ,g 1 NN• �_ �o �� . - m __SI -\ 1 �,., 6 7` i / ``• 4= so "" r II , 30 ` U Ik t v }0 1 �' " .`,: \ / 21.83' \ 1 j ��' Ll..� cL. I M r t 1 .1.,k`..: _ ./ i i . 1,. 'D III U , \ C LL ,' ~ N R = 3' 1 ( l ( l m - / s-- \ 1 -- ----- T -1- pi . .• Y• ) a0 � z s8 C o \\ �'> u-i E - CO H 6. , yob �� I 0 •� • o .. .7,7. ,. - 233' `�. 4 5" �- 1`IF �p �{ - r \ `'�... 24.2' c�‘ 1,—::j _._ .., I -- ' ic, \ , 111 • u, o \ - .--.. ____ _., .. .' "`• \ ., 'IOW (f) \ :,,. Elz \ ` �•}J \ . C 'E m Z co cep i 1 p aC 0 v co cD 1 \ � ir 4 v' to •••rti c) 7 1 � 0M C r MATERIALS LIST \ \ \ ��` �. ,.._. .- y X62 I �� • °� _•_L1-1 _�' �� • (1) TUBING - 4 2 3/S" X .154"WALL STEEL TUBING ` \ 86 �' : , A .m U x x =CD 0 ° \ \ I 1 + . \.. 4 m 25' ) C44% © (2) SURFACE PLATE - ¢ I/2" X 1/4" THICK STEEL , 0 \ r - _ °',� ,° . ' t _ o /� .. r LL ° PLATE WITH THREE 49116" MOUNTING HOLES , �- =-_! i '. N, 3 TOP VIEW 07.5 ��� - - ® 4 to 3 0 (3) MOUNTED WITH 31X 4 1/2" X4-5" STAINLESS �_ • ' _ nJ\ \ it I 1 _ • S5 \ • 'v 5.207.5 2 STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED) `' cW s 0 3 ` M 0 02.38 ' 4 — 6�-- 1 1 \ l';;, 'p• r ,.. 0 me mi _ ,gra\ '" /r�� r— 556`43'47"E ,...108.00' \ 1 ..11111 BIKE BIKE BIKE BIKE BIKE • add.II 1 2 3 4 5 .� 0 N N N \\ 0 "� J 36" ��` � � �� • \��o ® PC( 1.1.11� � l N) -,3Y 1 t I J to \ w \ N 36" J ° \--)RIGHTSIDE VIEW L--—.:f r QiY co r FRONT VIEW LTh-..../ .tea. +* . • . : 1 0 coJ N (/ \9 V JX0 :, - VISION TRIANGLE 35' x 35'-/ e W 0 1•l.l In Ca Ca Z 1U m leo 2 BICYCLE PARKING DETAIL W 122UJ C3 N.T.S. f.D U SHEET m 1 —Sidewalk width z `47 CONSTRUCT h� �I t C4 (See general note S) <J - _ Driveway pay limit Zone to march extg.driveway O I `l NOTES I � JJ ,.�� o (Ii monolithic.Include adjacent curb) Length varies (See general note 6) GRADING PLAN 7 �. co si O •7.- : ' F ��•��';; �.•♦, ,'�:r • _ ._ - ,1�^ "�' � - L C�1 INSTAL A3PI�ALT PAVEMENT PER DETAIL 5/G6 ...::::..,...:::::::.,...........A........:,' : ........m.:44:44.,%,.....,, ---...� I br"�' avf Ps a '` .: 20'landing area E- CONSTRUCT CURB PER DETAIL 3/C6 ..!..f-.::::::::1:::.;:::::::::.-.4.:•• a..x.:4:..........s ♦ :ff ,0, a`•• • r... •0 '-....A f w c r+ m LL I.'3E R1dk.YSIfl:h feasible,...:' • wR► � ,1r♦ .ii•r•«•• •t%• Y• ,rr ♦�<•+•.y. �. � �' .^,r 'c .........aisi .......,...........-3......,.............,.....♦ i•r♦.R�•ams•�.r fa- ` ._r- is.../...f,-_,�� •w �. «♦s<«r'�f'� ...:•,:•:,:•:•:•:.:4:440.1.44.••••� `*� s r.y o- r� , teas«••r t`.4 iPr♦•• i s ♦ X. d•t•• •4%, ai`� ii •, a • Driveway .sr w ' �t 'I,.* •• R � « : .�.. :04)44y, .fi..•"ti ti (See general nai.. 53 '� * a_:Xi:4 XRR« '1,MS: r ,_ •• . •°• •`«+ ' • y ' 4 II exposure LEAVE I' WIDE GAP IN CURB, FOR DRAINAGE TO RAIN 45"open, wR s*ti s••• .'^s•♦ R•.4*h<#♦�•. ♦�• •aa �••� •♦r - � p '� °: ••a•••♦ .v 4 �A. r• uGARDEN (Typ.) ...,••.♦ n a++••' •• 4 0"noun. Through sidewalk Slope 2%norm, I 2S Max.change- 3 *.'*"*".`"4 ,JCI., Rte«+:••♦*R* * • s.�••• ••4••.•• t] ]/,��� d �r'!1p 1.'1'w•ar"i R • � •s • a�•r�R,•S►• R_ia�•• ! . '��4:ya maxi) lel slope`� 10" !1/ n' �T, fy _._s'"•!t•N..4.1 �<•' .. '•••••F.� Wee" ✓ j max.) W, 13 intervals(SAG) 11.. 1!- JY,g '*3R..:� •.w•a•• :*oa •* , Slope 1.5%r max. ♦;,�.�.* aw.r•r chart G4 CONSTRUCT SIDEWALK PER DETAIL 8/C6 I 0 D M CY r ~� .. .' t� #h1ax� .0 �nlhed s�r�aclbp ) . 4.0../ ------..427-,_ _ dip. �;.. `�' Flnlsh slope less {Nartnal sidewalk cross slope) rummy* See general note 7 "rn,,,, grade `'' 6 desirable 1.14_,...,_94 ina_. 1Y... % C" i -- ____ G5 CONSTRUCT ADA RAMP PER DETAIL 1/C6 Z I .'s «is � p max, W wr „.„,....A.,00000.0~„.....„.„...„' 1eS • l {2. areola() * T� (T2md%. `sa * rA W LA . ♦r •• .tr. INSTALL TRUNCATED DOME DETECTABLE WARNING PAD. Z i.•i•• i*i� s+rRi•i «�i•iii •lrav INSTALL ntytC-!� G6 z i � Rws".: •• .0". Irr•�ra«i.isa,: � to C w U ix i;:«:•••,:::::::!:::: : •'`• `♦ .+1' �' Pa'a::r:`:s• 4 �••♦i':•«s•Ri«Isis+i•: _� "preformed title- _Ni USE APPLICABLE SPECIFICATIONS PER DETAIL !/G6 �� ale a ¢ w I ww� •R; syz• 4,a•,a,••.%::::::::::::k-g•:., a`*s ••�:. a ♦••s• �' _c @%max,change— ,`� tr, ` s* •sR.• • • �.�a"i «%Rsai;i•` «ai ♦♦+"+. In slope rg 10' 1 311), D Q Q 2OPTION F •.•.•.. , ••..`.•.44% I r Intervals([RFST3 Cx� 1 CONSTRUCT 17CTRUDI� CURB PER DETAIL 1/C6I U ¢ w*r+«�«'as•i s •�w�+•"s•.r• _ , SECTION A-A ' c ; ` co PARTIALLY LOWERED SIDEWALKmiem «'.•,.. « r P.C.pCconcrete drlycwa •• \ curb type var, min.thkn,as shown, ,, e• F o fxra -,� E See general note 4) or as die. GES CONSTRUCT CURB a BUILDING PER DETAIL 6/C6 ,� iC �A�. Prfar •4 -1; f \0 • "13 �T ^G9 INSTALL CONCRETE PAVEMENT PER DETAIL 4/C6 * mate �\\�t r� t�,� , �� c� ALTERNATE SLOPE CONSTRUCTION DETAIL CD c,, o r $ —Sidewalk widt ` - CONSTRUCT DRIVEWAY APPROACH PER ODOT • z rn' (See general note 5) �ry` = `-r X ,..-...1,-, STANDARD DETAIL RD135/C4 c2 1, /�0, Q / = 4,...0 a 1w - Zone to match extq,driveway SCALE : 1" = 10' CL v> Q / _ '6'7* length varies Czl I REINSTALL ASPHALT PAVEMENT. MATCH EXISTING �� Q- 5`min,between dvcys. �t `,a r �•?' (See general note 6) . PAVEMENT SECTION SON P ro J .. 7 ,._ r` ;' �r "' Driveway1)'lantiltiq area •, z .♦.♦ . .♦ _ llpex osure #pr R sw«•rwa«««w y rr•r�•i s r's•r i}"north, R •••*••r•:••:• r s'+�.'--•_ ♦1--,_. _�`� �'.,��` _ _ _ a i Z max.chancre --- ♦ww•�♦wr♦�ws R•♦�i swr• ( "max.) Driveway pay lint It Slept'-� norm, In slope�••••••• '� •+• •a ••••,a•�•Rsr J u: `� elf monolithic, 4=4%max.) lop,:.�. 10' *w•• y♦1� a a♦•r ♦• • *`•R♦`%a»wi••• ♦ a. intervals(SAG) • Rt '•r•i .).../♦• w P••• a• ♦a•♦•6•.'-R' ♦s,. •` J m r!cI,.1da adjacent Curb, •i .�'�'9ri��•R�♦O ♦ a'�•Y,♦y • r � •••••fir awr•+�w.w l7 Li./ 4"1111wir h::* •«':war+:::*�a aaa •«'Y'R��e�i••i« ..+a ar<• • Pv. Finish 5102e 1.5x .5:�rT1aX. _ O •r!=.:!*:* •�••<•g4s�•R+Jt::+a`•*•.�y.� «sy, ••♦ • a `4444.*•4!• '•••••••••M.Ria•••ir••_ • Ir'.f ``i (Utak, ?,9 finished surface sloth} ax' 1 / Z — ♦'a•w•.ra• ♦rrw•w•`••s*<R a«� •• ' « wCa as•♦..•`r•�r♦wi•*w'•r •►wi w�••.••a«i•i•r"s'•s.-.____ ( o CfTI I I dP1Va l k C rl]#5 Sl C pe) ti 4 I I a♦ • > a�w+•: * r♦• ar•.•¢ •i♦♦••a R 1••:♦t•• - s*i�i•.•s••R 4a' :4 . • s• rws* .w•w r••"�• s :•4:••••:•i..*♦* - Sip 1 J e t Z -"�.-;.:-.. `*• ,www,*w♦ •e+•*♦i�•}w s ♦*'' `a*•r•w «.'•SR •s♦a ♦ ♦r a r*ar+sis••aaw•*swa,- - varies- f'" a�- mj j - - '' ria, •••w• • ♦ ♦sa • . ♦• *r• �`* mora:*+ -:•:.•:4 •` • • • <� / 1 a. norm al) -6%max. / I Q 7. " "n Iylj * - ••••�• Ra� i •• ••♦• *! . - - �I rp.dl lit h. s r*•♦"«:b ey ri<#«*s•a<•w is • �.a••iai:•i�♦•a:44..;•::•i t•:•, r to 7� e / L .1w1 • ••••yw 1a a••iGr�R w♦•s«•«♦••«�•� - .�/^ - cp. See general note,? / - r ... - i J 1'- See ental nate 7 !sa -- 1,'' ,'''!,4404:!:4:::::4!:::::::::::: .` « b"preformed filler c / r / N Q N :0- _1 dCD �+t�-1 •-•,•..,;.. x 8%max.change / t r ✓ tr D (V t?r 'Z-74, _ : f- in slope T0' % w O 0 J r; -�-,, / t` P,C,concrete drhieway, Intervals(C8FST) / r C)PTIC�I! G ?J Curb type var. recto:thkr. as shown, / s /' i' fA {see general nate 4D or der, i / . / 0 FULLY LOWERED SIDEWALK -f SECTION B—B / i•t i 1' o Cl trERRI.NOTES FOP.ALL tt11+5115. Sidewalk user.stxrc*io._ N/A s:tsurNi.steals!cant . 75-J_i1i-2()17 // nt7 / EN r / J Q U (N I, Details are based on'United States Access Board Standards, W / U m w �'• Orly us details allowed by jurisdiction, .•,,,,,,,,,,- DrIvevtaay pay limit :C.`Tcr: Ail h�arr,lat Ind w�=rmsrs+dp shall be In ateur�.._t,er,.I!, ria _ _ / cn J tic sarre^rl Grecian-Standard SpxdPlzallsn. 3, The following dimensions are as show on plans,or as dlrected:driveway width,driveway slope,sidewalk width,curb exposure,drivetreay'Iip ::::::::4,44 (If monolithic,Include adjacent curb.) % The selection asx�of this m exposure,landing area length and width, see protect plans for details not.shown, (See project plans for details not shown) OREGON STANDARD DRAWINGS ;' / f. / , ' `" Standard Drawingwink de 4, Curb,gutter,and sidewalk types varies,see plans, ` / See Std,Dwgs, W7O0&R07O1 for curb details,. Slope 1.5%max. signed in accordance with i i wax.2.0% surface slope) CURB LINE SIDEWALK DRIVEWAYS I r': / ; Ste Std,[Mg, 80720 for sidewalk derails, generally accepted engineer- ry j (Normal sidewalk cross slope) OR ALLEYS (OPTIONS F & G) I S, 4.unobstructed clear passage with slope 1,5 nroax,(Max.2,0finished surface slope)Is required behind driveway apron, in I • x 6. Where existing driveway Is.in good condition,and meets slope requirements,construct only as much as reoulred for satisfactory conne+:tl•,r1 g pnnztplC and practices. e-a slope 7,59b max, �° ODOT HIGHWAYS � � ® s M CJ with new work, (Max.8.341finished Surface slope) is the sola tespran ibillty of \ / / ,y CV N. V 7, Check the utter Bow depth at driveway locations to assure that the design flood does not overtopthe back of sidewalk at driveway, p the user and should not be I,, 9 p Y (Ramp length 15'tttaX,..rxteasurzd Zctl Tl / CNI / t,tt If overtopping occurs place an Inlet at upstream side of driveway or perform other'approved design mitigation, along finished surface slope) used without consulting a csr_ _ ,.,,r.r0u C:_4Cxirrl(. / / // /��1 8. Tooled Joints are required at all driveway slope break lines,. Registered Professional En- •• / �� / •• v Cri W Width of driveway J. 15'min.of the driveway behind the sidewalk should be surfaced tel prevent tracking or gravel onto the sidewalk" glneer. r / / 10,Monolithic curb&sidewalk shall retain thickened edge through lowered profile,to accomodate driveway use, See Std,D g,R0720 for details, F Curb'exposure - / 1 i o /t l / ......\ • / G2 -v folk, Effective Date; December 1 , 2017 - May 31, 2018 RD735 C / / ! / / \ / �— Z CC till /_,..,,"\ / ( /z/ i k-rai / IIp I H 0 !/ ID \ ".7-77./..,...<_4:::14, ( jftG2 -\. : I BTM EOF'L F J Cs2 POND EL as s 7 --I --- f7,..,-^"\*', ,,1% o �� / , s I 1 , Cx2}— ! I 224. 0 a as —0-- \_.GI3' \\ . 02 Z ,. . \-17\,,7-'" Q4 Ln, a �4 _ tar's \ o n LL 0' v.:\ 0 / it....................... 7.-"\\7\ \ ., \.---->:,-.1z7A ' p. 1 6 • . ,-- 1 I '' . i ; 1 -I F- - _, i 1 / ,� / 0_ % , / , S!X SHEET �, l I c3G5 FOR RAIN Y.. ,, / ,, GARDEN CO / ''Y \ ' /,../ C2�I CONSTRUCTION\! l�J i., , /j �� �� l I/ Cx4 + \ _ // \ 1 \o K ,P\ 0_ O/ f"' \ / jr to / - (' �4 • \, \ 0 d \ 1 ! j! 1 Cx416, „ , \ / ! (N) "EXPLORER LITE , ., o a pi) l'9 ,,-"7 7 ,-"'j / MEDIUM 4Ot' 0 1 I m �, M r' / /r i / / TACO BELL RESTAURANT CO /j v =,0 on CO j,:„,' , - _ / , FF = 220."13 l G41 a o / €€ f1:1C p 14) M /I 4 W it n p i t t -\ (u, rip/ I / l / ✓ j.. C= �_ ',� - ` A4 r Cx4/ m (\.\\\ s ` .... '\ ..--. / / IG ? to �\ 4. a / • •l' .___ elf . ---- 1� 1..;....:":":".7.------o�I ',:r...•." "...... ,r N Cl_ l Ota \ ..AA 1 GS ® rt . �S t • � �- X81.:. .... rI9 r \ )',� * • 44 , i GI , . ;54 1 a.... \<":"\\ • , A 4 t,...s y v 4 Cx9 \\7 r,--:.......,/ , 1 ..-1 "•••••.. IM \ -•• Z\ : ! \. 4 Ili® (fl \ ****10#1.„‘ E f _moi /\\ \,„..-- G4 y � r- �\ -- �\ \ \ / / \ \,� \ • / , -���!zL-'.�� \\... _„_\.\\,,.\_\_,\ \-, \moi\ i r ,_ \. , .z- urd 1-_/ f .�� - ., (.j} O_/ Nui,„„\,„„, ii—ati __ .•��"� - ' I it /` — sem r a e � �1 o_ _ e G 1 G 1 y —' -- LIQ '71- 'r '� _ — / -- - Q CV —} Q .. s eh f.. ©© _AI - _ r a SOF f�V1 +7i/ • r � CxlO 4 E a �° n °. A , Asir/ a 4 A. , ! �� a / Q /� ¢ 4 O J � � � r5 !€. ,. - �^- .' I n - r,,: 1 b f A - 4_ - - _ - - - d - r A ,r — ~A U i X O ILLLI �nit____________........_____________ ...........______... _ _ ill mcE1 Lel Call IRO m Oz ® SW PACIFIC 1-11G1-IWAY - 99W W � � O 6 u I SHEET HIGH DENSITY JUTE OR m I 6" !DIN COCONUT MATTING. F=�EEPOA°f CONSTRUCT ION NOTES 05 OVERFLOW TO 3:1 (H:V) MAXIMUM SLOPE CONVEYANCE. MAINTAIN UTILITIES PLAN MAXIMUM LINEAR DISCONNECT EXISTING SANITARY SEWER SERVICE SEPARATION FROM ALL ( �a `•`,' 01 LINE FROM EXISTING BUILDING AND RECONNECT TO p OF 7 STORM INFLOW POINTS NEW BUILDING W/ PIPE 4 FITTINGS PER UPC AS . r,' _ NEEDED. SEE ARCHITECTURALS FOR BUILDING UTILITY i 0 41 - t4 7-2,......„, , •, ,•i •C'Th Aie CONNECTION POINT. \ U2 DISCONNECT EXISTING GREASE INTERCEPTOR FROM �1 - 5 'x' -`,.V."'' =1 1� I T I=1' MIN kl- 1' MIN. _ EXISTING BUILDING AR AND RECONNECT TO NEW I-I1 r�"� i.� =1 ,, Vii= I1- I-I I=- 1--11, I I� . TOP OF UUT1IILITY CONNECTION PO NT.IRAL3 FOR BUILDING E E , _ . f}E . f \ FREEBOARD 1 I= =1 1,:_-__11-1' s i •- "" F111-17L111=-1• � - I I I�l - `/�\\ 1' MIN. 3 DISCONNECT EXISTING WATER SERVICE LINE FROM oo � IY - - - - 1 �1TT f 1 I-I I��5�i NEWSIDEWALK K\'� EL = 225.10' EXISTING BUILDING AND RECONNECT TO NEW -1 I-1-111-111 T-I I1=i I�1 I�I I 1 i=1 J 1-M- I I i.1=1T=1 I I-T-IJ 141-1±--1 11=L1 l-I 1_ I a" MIN GROWING MEDIUM DEWAL 11i- - 11=1=1 -71111-----1111-111-11-1-E1-0 .-.11-11,- �� - rr !�,�� `� `°" PER PLAN 1 ` 6 L top of �, p- \,...%,.• ale ).. BUILDING SEE ARGNITEGTURALS. oZ :sniliE„ �E -1 1= - 11-11 1 =1 i_i_ I I f T "111----M--_-,_ y, �\� - 4 WA1 Ltd •\ I' MIN. l�� / U4 DISCONNECT FRANCHISE UTILITY SERVICE LINES FROM o p 4" 1=1 1 111- -I 11=1T 1 I I -II 1-I I i-i 11=1 I I_I I -, 3' DEEP (3/4" / ) 1 6 �� /' , EXISTING BUILDING AND RECONNECT TO NEW w o j \\ ..R , �\ , i- /CLEAN CRUSHED TRAIN ROCK BTM OF RAIN :�ice BUILDING. SEE ARCHITEGTURALS. COORDINATE WITH w z Z O // /e t I+ i i�E-1 .-0341.'-;1414r </;\ . / „ / I]CISTINCz ° \ \ • �\/\ y ,*ice ,/ . ,, 9" DEEP (1-1/2 3/4 ) GARDEN %,\r� ASPHALT �r FRANCHISE UTILITY COMPANIES AS NEEDED. ¢ E-1 w4a"" '� \ CLEAI`1 CRUSHED €)RAIN ROCK EL = 224. 0' VARIES \� � �,r/�y I F = U5 o c� aDRIVEWAY ..V °� INSTALL 6 PIPING FOR ROOF DRAIN STORMwATER o d � Ar"-- ' 1.0 � r,r , / -----2-.- P G C;ONVEYANGE PER PLAN, PIPE MATERIAL PER UPC "�› . "--•411111 ia' ;i __ °11��'` ►/2``, ' 1 P ` ; 4-0ta \\\ . U6 INSTALL 6" PVC 3034 PIPING PER PLAN 4 o ,;� !! � \,!�;• .: i." Mt-- OVERFLOW TO' DETAIL 2/C,6 P` - N f' /" / %'MI = CONVEYANCE I - \O� • NATIVE N'''-\ „ ' 7 " ' f'q, ,#-'.( • _. FOR ADDITIONAL DETAILS OCC U-1 INSTALL AREA DRAIN PER DETAIL DWG * L5 / C5 � 11 t- SUBGRADE \ .' ,.bs N,, NON STRUCTURAL PLANT ER / RAIN _ Q.. �,Q` ` Q N NON-WOVEN CEOTEXTILE GARDEN, DRAWING No_ 191 SHtl C5 SCALE : 1" 10' CONSTRUCT 2' WIDE CUTOFF DITCH. ENSURE POSITIVE 4 ' o FILTER FABRIC US DRAINAGE TO AREA DRAIN. Q 7 a U9 CONSTRUCT RAIN GARDEN OVERFLOW PER DETAIL „� - 1�� �, O' 5' 10' 20' DRAWING NO. 191 / C5. PRIOR TO CONSTRUCTION 4 d- qP a 0RAIN GARDEN SECTION CONNECTION TO EXISTING STORM SYSTEM, CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION �1 Z N.T.S. 4 ELEVATION OF EXISTING STORM PIPE ` wz WO CONSTRUCT RAIN GARDEN PER SECTION 1/C5 4 DETAIL DRAWING NO. 191 Ull INSTALL S" DEEP 4"-6" QUARRY ROCK RIP RAP w D? z GRADE 2' WIDE EMERGENCY OVERFLOW ROUTE 0.2' Q 11 -0 U 12 LOWER THAN TOP OF BERM Z = 7 c i- •• CV in J NOTES: /fy / / r>' / / f f Q Z a W r O I / Y _1 Q v '1p C WATER R +J QUANTITY TY Cyd• t1 f - - Q L J w - PUBLIC YYATEi\ A1T 1 AND/OR ;'WAIVTI I 1 ..3 1 JT�YIr _ n¢ tI .. / J .r�` I.1J 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM / �f / "' U c!J PONDING, PIPING TO A MIMMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. r^ °r / / cn 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM # / ' • --..4' / STANDARD TESTING METHODS. I \ 1 1 a . J 4. FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW i 1 ! U12' / t € ISSIPATQRS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT # ,/ / / .EXISTING CB TO 1 CO ENTRY OF THE FACILITY. / / 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18" MINIMUM OF , BE REMOVED, N ' OCC SHEET C2 N GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. . s / / / / a / Vla& , n B. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX "A" OF R&O 07-20 FOR -�- `S / /� / i 7 - - --- C im THE WET MOISTURE CONDITIONS. -, i / r / cc 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST OF THIS HANDBOOK -�\ -i \. \ >" o AS APPROVED B . DISTRICT. `d / I . f' U10 I 0A11/111 .• t / a ti ,U9 Ilt` / r I / ull , 111 �s as NON- STRUCTURAL l' 1 r 1' WIDE� LSI ; ` °� f-- {� LIRA ' '� t PLANTER/RAIN GARDEN H A B CleanV�a er Services . , 7 , ., \ +�r - REVISED C?5=1£� f (.y� �\ �� • • : A - . 4 • . . 1 . , . . .1' -(3--"N -1:3- - NN A 6 \ / DRAWING Na°�U. 7.a ! / 1� �.. ' ....""\-7-7\\\\ \ // i n 1 A -4 - i _ I 2' WIDE. I'1° U I I \ a `� �' L.L.J I • / g / �� i; -. I BTM of POND 1CC U / �� /// A \\ 19 LF e / i'/ / _) EL = 224.-10' n ` ,° 0 1- �_ OS% SLOPE / W O } 1 U `�15" ,► � �� ! I f a 2' x 2' 224.-10' / N US = / \ [---� �� / '� 225.16' J �/ HI U4 60 LF * a U} .- - - - - ��`��.�� J \ \ 1 U8 059 SLOPE -- - �. - Q r I \ \ D SD i SD SDS SD SD SD \- \ Lo BIKE PROOF44k � ' 8 ' iii_166 41 I BAR GRATE I I \ // N GAs ---- - r-- u6 ' , ` F �\ 'I' 1 I !i u6 A I 1 � \r oPE . 2 GRATING � u �' o / 1 11 LF t . ® �{ / , s05% a F RIM = 226.11 �� 1, .f// \l _ - _ - .-`" SLOPE /, i > IE 6"2225.22' IE = 225.08' CN) "EXPLORER LITE un N ; 0 OR 6"0 NCJTES. '� �0 ui / MEDIUM 40" 00 `1 12" SQUARE OUTLET -�� I /' TACO SELL RESTAURANT ' \ �� dit ■- BOXFABRICATED FROM ` a / I 10 GA. MATERIAL / 0 o I 1 �, PLAN VIEW TA x11-xi \ I }/ ,! �� in u5 // o FRAME 4."0 OR 6n0 KVI 1 i a �+ r o V\ 7._ 1 k ....ch cc 177) r...) •,,-: ,.- 15",F 1 OUTLET7 li�� `4s� \\__U___4 ,� 1 U4 (-LEU� • __ 3 v C ,+� o0 E 0- .f N .f '' US / �` l225.23' ,K °� rn i In..0 r' CV � - • .� f \ e. • •n 6, a. / SL) . 5D c. SL) o SD s9 \.74),\ .7...> y O / 0 0 I a 6 a . / L14 ® U4 �(.� _ - •'' S5 LF sa '- / / ,/� \ m 7 CO -C la- +O I \� ; s t ` A 0.5% SLOPE IE „ = 1 \ / J �__ A / •a. 4 224.95' ' ".4.,.-\4„._V \ N °' A 44g o _ •'-'0 1 *4V '7." . . .,„, iLLI -,- \ * \ ' . ' ..../. L' ' • , AIIK . • •'t N. , .\ \e. BM V)\ a f ‘/ r# o pit,„N..„ \ i < .)\\ \ 777-11411, ,,,, ,„, .._ 11=1111111•111,0 ! \ ---:: \7<\ \--\--'-/;°/--': '.%‘ .: ;-. '- -------- P Pyi-ii iiiiiir \-""" I '- '\,., \V"\\ \100, ,,j \-7;:p- ,711 .-- -tt ''''.\,:,,,.....\.,K. 7.;7\\7.\\\\_:,\--\77 .7,.., 7,"\_\\.7-\\\ 7&-7- 7:",„\j\:/y,,,..... ) - a _ �H DoH p -' _ -~- ":-------- -----\--7--\\--- - - : 1 0 milW -\\ itli '\-- D11V1�1vT Pn s o r - - M \'''-:-. VP\ l ---- w � � " -- �H �. -` OH �1DH =--�=- pH OH �� - �F.T T _`_`-- T --�-�- �' ._... ._ .� ._.__ r ,,..- '" .� � _ W iiing\ __ --- " (7H O -"-- --• 12'. SQUARE ./ HINGED LID w- = w w v _ �� cn - OH OH '''.*0-- - - ,� W ©W �i ` ' _ - w w www - A _ . -w- -- w ��� SIDE VIEW ISOMETRIC SECTION A A a �. . . - / - •. A �, 4 c� �� A 'GAS GAS GAS AS GAS _- �' "CAS GAS a / 4 A A. G • a /. A. 'GAS:: • r" Q CV 4 a • GAS d GAS /' 'GAS / • A. a - 4 Q. F.. CfJ �. • ^ •r-- -. c r 1 1 GAS ,a; G,�S GAS GA / A G S . GAS ,.-A GAS GAS GAS '"p GAS to 0 1'71-- CO.... ' / r I 1 _IIJcn033 S TAT E APPROVED - ASPHALT DIPPED L T T T T T T T I I T I I T _._ T --- -- - T i s T T T T T O J civ CL F� ,E �, U J X ° -Tt GC 1 SQUARE - 4"0 OR o OUTLET w 0 -iCC co i W LANDSCAPING+�APII MINI-BASIN DWG SW PACIFIC HIGHWAY - NUJY 99W CO r1 o ' PRO,€. MAN. DOUG P. DWN.. PAUL G. SCALE NONE 145 WGibson Steel Basins DATE: JAN, 2., 06 MODEL: CMC&W -1224HB-4&6 J� arcE 1972 247 Wash-gton St. Eugene, Or. 97401 ph:(541). 687 86.72 fax:344-0207 SHEET NOTES: m I 6,'' H , , I. CONCRETE STRENGTH SHALL BE CN _ - . C 6 ----F MINIMUM 3300 PSI. 6" VARIABLE PLAN - di J V V V t 6" NO LIP 52oSLOPE �\ 4 ©©©0. 4� PAVEMENT 2. ALL RADII SHALL BE 3/4" EXCEPT T CONSTRUCT SURFACE AS NOTED. - - --- ID © © © c z o OF 7 KEYWAY ��;,�.� o y) © ©( T - y ° IMIIIIRET 3. CONTRACTION JOINTS SHALL BE 4" CONCRETE ADJACENT TO PLACED AT 15' INTERVALS AND SHALL 2" OF 3/4"-o" CRUSHED ROCK Fo s" RAMP WIDTH tr - SIDEWALK 16 a.. - EXTEND AT LEAST 50% THROUGH THE COMPACTED BASE CURB OR CURS AND GUTTER DOWEL TRUNCATED DOME CURB DETAIL DOME TEXTURE PATTERN 4 4. A CONTRACTION JOINT SHALL BE TYPICAL SECTION THROUGH RAMP C DETAIL Q Q _t - • ` PLACED ALONG AND OVER WEEP HOLE TRUNCATED DOME TXTUR EE DETAIL I lY THROUGH THE CURB AND THROUGH THE _�- -----..._....------ -- —...... SIDEWALK. TRUNCATED DOME 0 1 NMIN 2" OF 3/4"-O" TEXTURE LANDING ••";°,-`' oLA CRUSHED ROCK o SEE NOTE 5 w z Z o 0 UNDER CURB �a Qt', .. TRUNCATED oaf F- ¢ ,� ----4....__833% . IPIP DOME C LL! X z a. 4k 4 rY +. TEXTURE 1 0 o U ! SEE NOTE 5 m 3 TYPICAL CURB DETAIL L`�R/ S1111111r M SPRAMP MIN 5'LANDINXCsS *p,LC6 N T 5 6 MIN $ € 2 "- �� v>/ MIN ARMs I Cs- ' , ti;.`ti~;` :.' d z `_� o �s+ MIN 5' Asmirrimmer Y-��. p c9 � /. -I 0 3' MIN 2� ��Q WHEELCHAIR RAMP -C- WHEELCHAIR RAMP -B- �,�: w 6" THICK CONCRETE 3" THICK CLASS "C" w ASPHALTIC CO`NC. .. . ♦ - .. .+. .6 1 \ \ 1 - .,.„..,.,,,,,,.-7 .::,,: :.i. . . - a . . n 3 . r x ° 12 LANDING r u La - :tl a r s 1>. r,, eft $ ' s4; HED {� NO LIPU-' 1 f SEE PLAN 2% MAX ':��r,.. Q ii Ullik„ '� „• ° , �1 . , t”! .. �� TRUNCATED •* z - co f� �'V� �> '�\j \' �yA.' � `� � �;A�� • - DOME ASA c ,\���✓�T NATIVE / / NATIVE / y�r TEXTURE RAMP MIN 5' X 5' 1- COMPACTED SUBGRADE COMPACTED SUBGRADE - SEE NOTE 5 / / LANDING �j Q a. ik • 2 w O u Q W cocm et) PAVEMENT DETAIL 5 PAVEMENT DETAIL 4" CONCRETE ," RADIUS AT FACEz JN T.S. Cr0N.T.S. 2" OF 3/4" O" CRUSHED ROCK t COMPACTED BASE 5' ,, 0 Li I- 1- � cm DOWEL Q p 1-1-I w TYPICAL SECTION THROUGH RAMPS A AND B j WHEELCHAIR RAMP -A- C. L "' ' NOTES: 1. THE "AMERICANS WITH DISABILITIES ACT" (ADA) REQUIRES THAT ACCESS RAMPS TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST BE APPROVED BY THE (+') ENGINEER AND MUST COMPLY WITH ADA. N / 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. 0N 3. LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. LANDING SLOPES SHALL NOT EXCEED 50:1 IN ANY DIRECTION. THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP SHALL NOT EXCEED 20:1 FOR A 12" -1 j DISTANCE OF 2'_ O 44 I 4. MINIMUM LANDING DIMENSIONS SHALL BE 5' x 5'. Q D7„,.____4 I z a a h 8„ 5. RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING SHALL BE DONE WITH AN PAVEMENT EXPANDED METAL GRATE STAMPED INTO THE CONCRETE. PLACE TRUNCATED DOME DETECTABLE WARNING H Or 9~ SURFACE TEXTURE IN THE LOWER 2' OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LINE-PATTERN ONLY AS SHOWN IN 1::‹ DETAIL. a z q 4 6. CONCRETE STRENGTH SHALL BE 3300 PSI. ,- d)0w; 16" ..--J — m, 4 SPECIAL EXTRUDED 1. BUILDING CODE REQUIRES HANDRAILS FOR RAMPS W/ GREATER THAN 6" of VERTICAL CHANGE. w 0 O z go 0 4- 4 . . 8" CONCRETE 4000 IC 1— ft 0 PSI I I I _ (Lz Q 1 a ,y ., . .: . -. . O u. 3/4" RADITr� 4 n • . • . CONCRESIYE *1064 0 414,. a • EPDXY RESIN 1 WHEELCHAIR RAMP DETAILS U4 ,, PAVEMEN • ADHESIVE OR EQUAL, C6 < Q„ et lerer6LISPAIFW1All a1. SURFACE 6. a .0 • • - , APPLY TO "CLEAN" N.T.S. • 4 . SURFACE ONLY. H • MIN 2" OF 3/4"-0" // / �' , , r 0 I, CRUSHED ROCK Ir2 O UNDER CURB 8 • G CURB DETAIL 6 BUILDING 1EXTRUDED CURB DETAIL G6 N.T.S. C6 N.T.S. v H O 1.7 T � O i 0 TOPSOIL SURFACING _ OR AS MATCH EXISTING MATERIAL DIRECTED ' BASE MATERIAL + BROOM PATTERN t 4. ti 'n In < O x d ' d 0 N n CONTRACTION JOINTSA EL m D 4 • . V vi C 61 O AT APPROXIMATE 15' COUPLING FOR WEEPHOLE m o F Lt- d4, 4 ) "' INTERVALS PIPE �r i l DF d.. U p1 ''� N ¢mv in C a •E m I cfl cco o z U g ❑ `) ,J - `4`. Q p c cD tp • 3 0o U o ¢ voo I- -R,R.s 1j o �w � c — lLz a I' ' X �a ° �_ -vii;v LLI II w r�1 LJ O 0 fn •N U x X -1--- -L--- . I t 1 I 1 I' — 12"MIN ABOVE OUTSIDE O f k(-- ���, , OF PIPE BELL L " CURB z ' ` A , o =w 24" MIN (WHERE APPLICABLE) o �� o COLD JOINT IIII II Z TOOLED `DUMMY" JOINTS AT 3" PVC _ IL Q APPROXIMATE 5' INTERVALS WEEPHOLE PIPE LOCATE AS "' DIRECTED 6" MIN OUTSIDE DIAMETER 6"MIN 0 mil TYPICAL PLAN VIEW '' w '17, � z 's, €:', •4 U N.T.S. E 2 6"MIN. BEDDING BELOW i 4 uj NOTES: m tnw OUTSIDE OF PIPE BELL z0 1. SIDEWALKS 8 FEET AND WIDER SHALL HAVE A in mQ NOTE: �s4 6" LONGITUDINAL CONTRACTION JOINT At THE MIDPOINT. SURFACING OF PAVED AREAS JT 'I ISHALL COMPLY WITH STREET CUT 2. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE ; ;I —II}--,I1-1-1-1HD=I ; j 'Hi STANDARD DRAWING. 1- i..--TIT-1 in 4" MIN. -'A ;=T �I� I - •: II- 11.0--1 Ii- . aC\1� � TRENCH FOUNDATION 3. INSTALL 3" PVC WEEPHOLE PIPES IN SIDEWALKS IN STABILIZATION, AS REQUIRED CD O r a0 LOCATIONS AS SHOWN ON THE PLAN. PLACE CONTRACTION OI O J JOINT OVER THE TOP OF THE PIPE. (N 4. SAWCUT ALL EDGES WHEN REPLACING OR REPAIRING 0 W CO0 O EXISTING SIDEWALKS. CC 1 U 2 APWA TRENCH BACKFILL, BEDDING AND PIPE ZONE W w z �C(� / N T.S. 0 0 S SIDEWALK DETAIL W LL a C6 N.T.S. J u SHEET m I G 5 Q ti , `. o OF 7 SW PARK ST sm CONSTRUCTION NOTES '° ./ I Q aV Ce EROSION PROTECTION AND +� �; G9NGfi�ET� TRUCK WASHOUT) z SEDIMENT CONTROL \ �� ° "'i f CONTRACTOR 31-TALL CONSTRUCT a o \` ' a' �+� 2 WIDE X 2 LONG X 2' DEEP w c� v ( El INSTALL INLET PROTECTION PER DETAIL �� C-/Jt., CONCRETE TRUCK WASHOUT, ! �_i WITH i:l SIDE SLOPES. SEE PLAN o w _ E2 INSTALL 5lLt FENCE PER DETAIL 0 _� /990 �g FOR LOCATION. COVER WHEN I C c U COMPLETE MAKE SURE THE oa CONCRETE DOES NOT OVERFLOW. 5 i <cY a e y.(4 - J 5���� \ \ Wii I-L. 41 z d2g, S (`I t �� 0. 01 _, ....,,,,,,, _,. ., , „, " .. vis/�� � �P La _ IO. `. �' SCALE . 1" = 20' z cc . ; O' 10' 20' 40' _ / LLI .' . . } O to 4 awl, 1' +s- z 4 jo O _ ll 7 STANDARD EROSION AND SEDIMENT c CONTROL PLAN DRAW I NG NOTES O o ,_,.. cr € , ® -1 Q C ry l`r r — -N \ I. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS U W w / _I(� -�\•9 \ N \ ° .. OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE r../) E w N \ ry OUTFALLS MUST BE PROVIDED BY SOME ONE 1� � ` �\ \\ \ /g KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, ® N \ \ �- w -.. - PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION \ \ o AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. _- I , ,,,, f':- • _ ) ® sCONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE CI f2. GON T I �I ( } 4. \ ---.. "� EXCAVATION AND CREATION OF BARE GROUND FROM N // I \ • -._ \`==tiT _ r 61r•:/ OCTOBER 1 THROUGH MAY 31 EACH YEAC5' n 7 N R I *r f F _ , 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION ' 3 • \ ti f OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. >-„ < 0 �- je I I-" t % \ a //,J ' 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED (� O a �� QI! ,,` n - / f b� ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE 7 LJ- Q ., AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN I � \\ 41- M- t / I PLACE UNTIL PERMANENT VEGETATION OR OTHER —� 7 \ , , ,® ! i --- \ / / / PERMANENT COVERING OF EXPOSED SOIL 15 ESTABLISHED. O CCQ ) I I-, � t � \\ -1)1 f //Z`I ,' 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS / r / -� —/ i r- \ 1 ILig ' O . !NISTA' I 1 r AND MAINTAINED AT ALL TIMES DURING F I—) T. ' /• �, / 1 .v CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE � I I I I— f � /,: ,.,,,,-,,,,,,,,..:4. ,,,,,,....,, ,,, , �• •. �® �` �� _ / f MOUNIEV AND ATTACHABLE, U-SHAPED FILTti� BACs 15 • / REQUIREDINLCATCH ALL FOR URB W f vpi -1 [- --��"w 4 . '�, -' •• a 1� / \ -,• ® i ' , 'I 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE 1 14 (Ti( � U ISI ) �I� • ., I _ / f SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED �J U- i 4.1 j/ ♦ c.) 44/ '` / / / BACK ON THE SITE AND STABILIZED OR PROPERLY O f~�Al` 'I €JSFD. SHORT TERM (.) / DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE ( } Q f W/ UTILITY WORK, 3 f 3—I � v I 1 >- FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF ANDn/ _J_;. ©© 11— 1 ✓ „ "�.� `'C ` • THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM 7 RHA NC:, 11FE�-! �4_IST Y ,{:_ r± I LI. / ! ` I -/ /1//Q) ° GLEAN UP of SEDIMENT SHALL BE PREFORM® ACCORDING ,fir ,.E� I I 1 1 J :. .: '' Q D` —ct /4. 1 / JTO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED O .:�,';" �.s' ' =u ,: f -111 1 I 1 \ . t I &) O e . -1 1 i TIME FRAME — / (n —E11 pi -�•n. �J N lyiI„' • ,I, - _ Ii 1 t 1 I 1 \ , A-4.9 , ��\ / 7I 1 / //,' /. �. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO0 J �nO°;"' r"' -- i ! ' I--11) ;_'• _ /'/ ' '' • -41� STORM SEWERS, DRAINAGE WAYS, OR WA I tK BODIES. O ! l \ F1_OW �I�Nff � •:''. •ti S. SEDIMENT MUST BE 'REMOVED FROM BEI-TINE ALL SEDIMENT CONTROL MEASURES WHEN IT If 11111 1 .. 1 r - 11;1111r.lifill j I- 'IIr ° ` Q/ -� `�/ .� / " , jv I HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL I v ) - l77 II IL 11111N - j! i /l 1 1�� \ ® L' O I l MEASURES REMOVAL `J -I iiii t+.-SE �irr.�'i'F�: � fr'~ L._P .«II,, I� 1 € ! / [�� iI i / ``.� I I u 1J ♦ �•.'� / > S„ �' S. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION U H 0 L+ � '� 1 I� �� Ell CAPACITY HAS BEEN REDUCED BY 509 AND At COMPLETION OF PROJECT_ 4 I \. I _ l u ._ _�_ 3i 1 I - Vi 1 S lo. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, f O eN T I\i I� - \ \ 1 �� APPLICATION, AND DISPOSAL `•: -_ ' 2- -aWr-'r ® I "?• I 1 1� -- -230-- ti / �� •/ II. THE PERMIT ltl= MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED .,,r E C�I I r-1 8 1 1— -) \ f • SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES 5 D �'° i DISCOVERED OR GENERATED DURING CONSTRUCTION. t� T - Es N �� ) \ _ Q�l�, .� 12. THE APPLICATION RATE OF FERTILIZES USED TO RFFSTABLISH VEGETATION MUST FOLLOW lir " ; I � --7 } �: MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM ! Eh2TILlZERS t0 SURFACE ^' v/ t WATERS MUST BE MINIMILtD. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD ci o in Y I i f� / \: BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WA1Ll� WAY RIPARIAN ZONE. M \ ) / -/ ' ./ i� ' 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND L CO \ trill up tit', �rtltl 1 f \ • `,_ -- 0 / f ° 0J MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH C •E m o m co r •' - -E / / (,�N CURRENT CLEAN WA1LK SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. - o c co co � _..1 - y,:,. 04.....Z .71.-..s", _.• __1.1 16 01.! '.z1.4,0„„,„:„.,,51�' l -I I f•. ` •� X17 M^ f4 ILA e, I 1 1- 4. ., �. `, / _. / 14. PRIOR t0 ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, _W iglu) O `'' _�:;,I '" `' ( `� I AV ` lit ! I VEGETAitU BUFFERS, AND ANY SENSITIVE ARE45 SHOWN ON THIS PLAN SHALL BE CLEARLY F I J'4b � .� f 'n , r�ircH FOTTni.t f� v. / Z` r ��9-- 1 a� o :: DELINEATED IN THE FIELD. UNLE55 OTHERW151= APPRovED, NO DISTURBANCE fS PE�MItTED •T:> m`� ...,_ [ a �tIIN i i `' o !!Ilia 11 i ` P c9 —) BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR p a)U x c x ,' II T • . �.: i4 f ,+> 't ° - // �� THE DURATION OF THE PROJECT. m �° s c° I = `s` j 3 Cl- O ! f _ graL14111164.11f[ / r j o; r.: a —1 ;� -' ' 15. vEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR At. Cf) O 0_ '�IJY 1, 3 / �1�� � � ],I� / APPROVED EQUAL a u. O �I���1ltfll / t -ll -- -iT 16. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE kaii L1 1i Jf ni / !� GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. Q DITCH f l I_. T PLAN VIEW Mier / . . THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 0 '� 11 /1/;1:1: I 11 IF VEGETATIVE SN--I? MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LA11rK THAN SEPTEMBER IST± THE TYPE AND PERCENTAGES OF SEW IN THE MIX ARE AS IDENTIFIED ON 6.:. overlap of bags. / ® THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER • , ,IIF : :1:11:1‘; V': l/ 18. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE • J/. •YCONSTRUCTION SITE AN APPROVED EQUIVALENT 1S TO DRAIN THE SOIL ON SITE AT A 0141 0 I ADDITIONAL Iv1EA,SURES MUST BE \/ fDESIGNATED LOCATION USING APPROPRIATE BMPS± SOIL MUST BE DRAINED SUFFICIENTLY FOR �-D�JS1DERED DEPENDING ON SOIL T''FFS. !: , } MINIMAL SPILLAGE <Loa<IIIIIIII � 9 f 19. ALL PUMPING OF SEDIMENT LADEN WA1Ei1 MUST BE DISCHARGED OVER AN UNDISTURBED, 2. RIO-FILTER BAGS SHOULD- RE 4 f PREFERABLY VEGETA1ED AREA, AND THROUGH A SEDIMENT CONTROL BMP CIE. FILLER BAG). STAKEDWHERE APR 'CARL,E USING. �' r `2) 1"x2"WOODEND STAKES O '' 20. THE ESC PLAN MUST BE KEPT ONSITE ALL MEASURES SHOWN ON THE PLAN MUST BE .'/`‘ INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WAItt DOES NOT ENTER A SURFACE APPROVED EQUAL PER BAG. / WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. J in 3. WHEN USING 3C!' EIS-BADS TO 21. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR Q ti ��,_ ANTICIPA ED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL 0 CO F'. GTEO I , CATCH BASIN YOU MUST / \ . BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. ,� - r-- HA`VE 4- BAGS AND THEY SHALL BE Q (J) rnCil cO 1 22. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO (�I OVERLAPPED BY 6". r0 J r� DISTRICT INSPECTORS UPON REQUEST. 23. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY LLJt_n INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SI-It TING, MULCHING, OR CC m ea Z _ 1 tii OTHER APPROVED MEASURES. W O LU Z INLET T) R, T T , TI J1 V Tyr) E "t' 24. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. W 0_ 0 O - 1 CD:-/,,L DRAWING 4-18 REVIS p J 1 E 3 U RECEIVED JUL 1I ZOi$ CITY OF TIGARD BUILDING DIVISION r ^ - - ----. JJC1 / / \\ I �' OPEN SOIL COVERED TOTAL SOIL AVE. MATURE % OF CANOPY AREA OVER / { k - - - - - - - - - TREE ID SPECIES VOLUME VOLUME CANOPY OVERPARKING PARKING LOT (pi5 - °p co -. - __._......... �r � 4 � � I \ VOLUMEL SOILOTo cv / // >������ � Deciduous/ree to `\ 0 E cD Nt / �♦�`�� �•�♦`♦��0��� remain typical \ CD*: Sweetgum 1,185 c.f. 0 c.f. 1,185 c.f. 40' spread (1,257 s.f.) 35% 445 s.f. - N I/ a '���1�+ /; 1 \ 0 1 g rn ...�`►.� +`� / 1 \ O Sweetgum 2,058 c.f. 0 c.f. 2,058 c.f. 40' spread (1,257 s.f.) 4% 50 s.f. 0 p jay, ,I,�� ct �.�•��♦ ♦���♦ - Mature Tree Canopytil in v ° o �..��� ► � � � _ Sweetgum 1,416 c.f. 0 c.f. 1,416 c.f. 40 spread (1,257 s.f.) 26% 327 s.f. Z o 6 ►��'��,�!►r�� / ����.� - v � Dia. Spread Typical _. 0 0 g � � r�� x - 0Zelkova 2,136 c.f. 0 c.f. 2,136 c.f. 40 spread (1,257 s.f.) 40% 500 s.f. �- 1-- o +o \ / 2 2 - N \ 1 r•Nr �/'�♦ * ��. l ilibir / \ 1 (9 Sweetgum [ 728 c.f. 0 c.f. 1,728 c.f. 40" spread (1,257 s.f.) 15% 190s.f. U � � *������� ��/ �i�� / 20 1 6 Zelkova 1,326 c.f. 0 c.f. 1,326 c.f. 40' spread (1,257 Si.) 25% 308 s.f. a .��. .�.. ��. ( I - / O Hogan Cedar 942 c.f. 0 c.f. 942 c.f. 20' spread (314 s.f.) 0% 0 s.f. Z o i5 7)\ + . ..`�,%r / cy Maple 1,471 c.f. 0 c.f. 1,698 c.f. 25 spread (491 s.f.) 0/0 0 s.f. - .� m fl / ��r., A � ��4 9 Multi-stem 2,121 c.f. 0 c.f. 2,121 c.f. 30' spread (707 s.f.) 0% 0 s.f. `' \ �. ,w t \ .;� . Maple 0 ,...- \ �'� ���`� N ---_, _ 0 , 1 Q Zelkova 2,481 c.f. 0 c.f. 2,481 c.f. 40' spread (1,257 s.f.) 34% 430 s.f. ,,,/ ' 4 � ♦ ♦f♦ � � ���4 / / ' \ 11 Sweetgum 2,538 c.f. 0 c.f. 2,538 c.f. 40' spread (1,257 s.f.) 9% 116 s.f. 540 r 41k-...,11-- �Iir � i1� 12 Zelkova 2,085 c.f. 0 c.f. 2,085 c.f. 40 spread (1,257 s.f.) 45/° 561 s.f. rtt / v / ������������� / r �. 1 TROY A. MEARS / f � ����� 1����� �'�// 13 Hogan Cedar 942 c.f. 0 c.f. 942 c.f. 20' spread (314 s.f.) 0% 0 s.f. OREGON -It��� xi 11 11/21/2003 / $ _ \ ►'��'1� I:, �r0 AllhkT,"NuillL\ 1 14 Hogan Cedar 942 c.f. 0 c.f. 942 c.f. 20 spread (314 s.f.) 0% 0 s.f. �� r � 1 1 ;. ...�/:.,r..►�`A14 +� \ i /‘. / A gc I / Sweetgum 1,446 c.f. 0 c.f. 1,446 c.f. 40' spread 1,257 s.f. 0% 0 s.f. E A I . � •4 1 , \ // 16 Sweetgum 1,575 c.f. 0 c.f. 1,575 c.f. 40 spread (1,257 s.f.) 0% 0 s.f. ►� � ��® /,/ F •I N. \ , / . �1�♦�♦�`:. N. ' - - \ Al -- i '17 Sweetgum 1,161 c.f. 0 c.f. 1,161 c.f. 40' spread (1,257 s.f.) 0% 0 s.f. \--- // \ � Aj 30 '�$ Sweetgum 1,827 c.f. 0 c.f. 1,827 c.f. 40' spread (1,257 s.f.) 37% 468 s.f. \ \ = - - �♦�� / \ I '�9 Sweetgum 1,422 c.f. 0 c.f. 1,422 c.f. 40 spread (1,257 s.f.) 23% 293 s.f. _ _ ig6i0 i ( `' - . ,`� 6 . - r rffrar AHA �'`, C� 20 Maple 2,274 c.f. o c.f. 2,274 c.f. 40' spread (1,257 s.f.) 0% 0 s.f. \` ��� \ 0. < 21 Styrax 1,107 c.f. 0 c.f. 1,107 c.f. 25 spread (491 s.f.) 0% 0 s.f. ♦ ♦ / •����•• I a s � Building �� _ SS SS --- - ss � . S Q 22 Styrax 1,119 c.f. 0 c.f. 1,119 c.f. 25' spread (491 s.f.) 0% 0 s.f. ►���`��../(ID' \ i/ N \ \ 4.4 i rti , . 23 Styrax 1,125 c.f. 0 c.f. 1,125 c.f. 25' spread (491 s.f.) 0% 0 s.f. Z ,� f IP / _ `� I y\ +rte �=` .�. 24 Sweetgum 1,683 c.f. 0 c.f. 1,683 c.f. 40' spread (1,257 s.f.) 0% 0 s.f. LD r I CD-0 Ce 1 c [/ �- ►�.���4 1. Z11 LU AI' Yr I \LU 25 Coral Bark Maple 675 c.f. 0 c.f� 675 c.f. 20' spread (314 s.f.) 0% 0 s.f. Z....-= , 0 Q ,,\\_ 14 _ •.� 2fi Coral Bark Maple 693 c.f. 0 c.f. 693 c.f. 20 spread (314 s.f.) 0°/0 0 s.f, o- Q Uw u 00000/.14 ,.. cL �♦,,�� r r- - - -- 27 :::MaP1e :; :::::::; .) ::: . _ >: Zr_ iii,r.) 5 , , 0;pm 01 2$ 1,473 c.f. 0 c.f. 1,473 c.f. .) 0 s.f. _ / - - f `` �� 1 \ �� ��7,4 000#0 // 29 Dogwood 1,125 c.f. 0 c.f. 1,125 c.f. 25' spread (491 s.f.) 0% 0 s.f. Q LT I`v r x� 0 PPProF I ! tl" i I �- - F0000111 I J 3Q Coral Bark Maple 699 c.f. 0 c.f. 699 c.f. 20' spread (314 s.f.) 0% 0 s.f. a I 1 X 04 I - 1 � ED 31 Coral Bark Maple 504 c.f. 0 c.f. 504 c.f. 20' spread (314 s.f.) 0% 0 s.f. I v� cn ► ���� 1 1 Oil / 1 � �� \ a / �( ~ ^ 1 � i 32 Dogwood 831 c.f. 0 c.f. 831 c.f. 25' spread (491 s.f.) 0% 0 s.f. [ m / 1 \\ / / � `!;f. � /� `N ir4 VA Ili �,,,/ L 11 0 \ " - Indicates existing tree to remain \ I ti .A � - -VA "Mature Tree Canopy I \ PARKING LOT - TREE CANOPY SITE TREE CANOPY N I �� 1rm ♦���♦ Dia. Spread - Typical 1 6 ���� ����� \ _- 1,1 oh I �,: PARKING LOT PAVED AREA=9,779 SF TOTAL SITE AREA=31,686 SF ` .. I, ��•• ` ����� `� / 2g ell • _ / gg:333;.. ; PARKING LOT MATURE TREE CANOPY AREA=3,213 SF TOTAL TREE CANOPY AREA= 14,941 SF �♦����� �������� \ / \� / PARKING LOT TREE CANOPY COVERAGE PERCENT= PARKING LOT TREE CANOPY COVERAGE PERCENT= \ �.♦....�� �•...,♦..♦ ��, / \ Illw // (3,213 SF)/{9,779 SF} =33% (14,941 SF)/(31,686 SF)=47% \ �•�♦._ +•��+�,*,,$*.*.% I / �'/ 33% IS GREATER THAN THE MINIMUM OF 30%TOTAL 47% IS GREATER THAN THE MINIMUM OF 33%TOTAL � `�.�• �•' I �+ I/ \ QUALIFYING MATURE CANOPY COVER THEREFORE CITY QUALIFYING MATURE CANOPY COVER THEREFORE CITY - '" " -- , / 1 REQUIREMENTS ARE MET. REQUIREMENTS ARE MET. © /re. _ _ - it r' ♦ 0 \ 1 REVISIONS // 441. ,. # ,N0/ i� \ • .� , REV. DATE DESCRIPTION / � , r / XN ice ` -- - - -, 12'1512017 City Comments (' .. _ ;7"\m, /1 / i \ 6f18f2018/ \ , . Approved by Planning ������+0'= Deciduous tree to 1 ! / \I411k, Date: woe I remain - typical t o i f 1 initials: k_s - , / --minelilL 7 i \fIl ��►. '"►����fir►. // _ _ �� _ -\%.<...._ / At9 . / ► ������fr . - _ o 25fSHEET NAME: \ /� ����►���� / Deciduous tree to • / TREE PLANTING PLAN \\ f �������'�������������~�• \\/ remain -t ical i/ _ _- ;s DRAWN BY: TM `\ ' /l !. .-44. , 4 ' / `\ CHECKED BY: TM ISSUE DATE: 10/17/2017 --.-. _ik5,*:).,-- .4 / . --;:34 -.,,,,..-..,,,, ,,, / / JOB NO.: 1725 , �� ;�e+mss � f 4 �.����.4 r ://' ,� I I , / SHEET:ft. - 1 1 ` _....�_..: _ __ I SCALE: 1 " _ 01_O„ \ // � \ 1' 1 REFER TO SHEET L� 03 FOR LIOl / mm \\\ / \\ \\ // ' 4 ,/ PLANTING DETAILS & NOTES �' + 10 0' 10' 20' 0 \ v �r OF 3 4- 1 a _i3u (f) PLANT MATERIALS LISTING: LL • °MI i.6•••OMM -1.111Aa CO coC° 0 cV r 1 ' Botanical name kr ...41//fr . • . • Lawn • ` • , '► De iduous tree to •• •• N. `0 Apo � .► � Common Name 0 z � ifro . •, `_►11/!•���= ����.,��I/1� 'h` � • rec>I - typical 4 �`� �� !�� • ► ►�11�`�,,.-`�f��J, 1 • SYM TREES QTY. SIZE CONDITION REMARKS a rn �, lial •,:►� 4 ��1� i1 1i �► Acer Ima m ' n k k ' i'�/ �► o ce pa to Sa go a u f 'w w ° f •.:�r► -� �.� 5 5-6 B&B Multi-stem a .11F ►•r►. ` Coral Bark Maple o �, 0 Z �� �� *641.,O " `' NMI NMI ������ Cornus kousa'Eddies White Wonder' — w g •'` 0 �� f� • 44) 3 1.5" Cal. B&B o co \ ��.��� t Eddies White Wonder Dogwood (f) _ t F.,_1 „. �i •. � den WOW" ;� ,i,;w•: -�,,. � � • Lawn • � ° :�t;�F�` ti ,* rilf,'!►.T�!£®4 6tq** \� ► l Styrax japonicus'JFS-D' 3 2" Cal. B&B I c0 �' +���11 ` , •p- , .�. �i• �' 1 • a Q[16 - 10 �.-���rrtirti�1�� �i�tie��)r' 11COatttialit#0444141; s ;f•P, , -Zi „� , Ala ,, `�• a Snowcone Japanese Snowbell o N . r . �:. �r'^ �� • CI x wm ON 4.5 -.411111',_A 1 411UP Av. lerf*Ritiidlle.„,,..11pAtIO ,Ve"4sF,tftvzrmk, giorior,,,, am- -,4Lwainr_ _,.a. _ it- to a IZ\�O '� © ►�. � 11 ��• 4 2" Cal. B&B VIII Zelkova serrata'Green Vase' I ,`F a I\ '•. • _. q� :" i ;r .:► � 0 Green Vase Zelkova - Ikw imiL 1I,. _ .. • - T '17,7-7-- -' _ __ _� mmil lY N a k.-4 pr '4.• * 4, * .4, NIII. - - - � W W W W W 'Y W W W * ��.�, W W W W W W W W :,: SYM SHRUBS QTY. SIZE CONDITION REMARKS 540 ili . . CO -.‘:;. ::- 1: .. 0 if i iii �. �' I� Berberis thunbergii Crimson Pygmy I o� W*� W W ; A� �� �+ 35 1 Gal Can 10-12" �� i� _. Crimson Pygmy Barberry �' TROY A. MEARS H KT.: �\ �► ::�- .. �► Sr VA Berberis thunber ii 'Rose Glow' _ l Flow-through Planter - ���,�� �r :, .+s®r► ;� .; 1 . %rr4.....01111kg 43 1 Gal Can 10-12" OREGON CL] Li�,�\���� •� \�\:�\ ...,� �: 41Rase Glow Barberry 11/21/2003 refer to plant listing this �` �� { l %����/r.�ilF ���tE , __ I I _ I \, , I l� sheet. Refer to sheet �� 1 l l rr _ Cornus sericea Kelseyi .I �' Ili ._..:.� tan O 27 2 Gal Can 10-12 �" L103 for planter detail. ,:�,, 1�� Kelsey Dogwood �p ��'" ` fes" '". p4 Euonymus fortunei 'Roemertwo' ►' ® Y 50 : ::1 1 dr Il L QoT� • Ort Euonymusjaponicus 'Aureovariegatus'► Can 10-12 I I L :oo • • ��r � • ��► Gold Spot Euonymus — I [ I Air_ I L •oo.. ` • • HeHappyallis 'Happy ReturnsDaylly Returns' .I o• filiklpA • a Q 19 1 Gal Can 10-12 A. Pennisetum Hameln IMILL °o' .11. 'it,- r, , . . . �r eSt 49 1 Gal Can 15-18" Hameln Fountain Grass __, Pt � , ��t:.• •. : _ ® Rudbeckia fulgida'Goldsturm' ..� f , iii: �rt� \� C� Black Eye Susan 37 1 Gal Can 15-18" Ar/►"� ail' CD Rhododendron varieties — I a I El-e4114irAlk.We'T.-10.1,4:ir*/041.....1.- ,; , :; �o fir. Q �� r1 27 1 Gal Can 15-18,1__ . Nova Zembla Rhododendron �'' " ' '•, r =` 'N . ` Law Rhododendron varieties 1. I I ''� WE'.a.....„ ... Ki►r «lbw .rw rte. —{� n Seasonal Color (Annuals)- Typical •• • 1 �A ': ,, ; Building - SS I SS i 4 a S 0+ Baden Baden 28 2 Gal Can 15-18" • P-I,ip�•NII,., % t7 •- �►�=� w 0) ,� Spiraea x bumalda'Anthony Waterer' l• i 1 .• .•ir �4 .f 1 Gal Can 12-15" Anthony t°,;.4. two •: .'-•: - . AhWaterer • LW z �/'� Vi LAJ Alfr I I ��. . : j 0 Dad Viburnum 22 2 Can 12-15 �� I - i111 - � I / �o 'burnum davidii Gal � O I Vi u _ I IIII 0 I 1‹ , .. 1111 a / r 'W �� Viburnum ng Bouquet Bouquet' p p 6 5 Gal Can 15-18" o .,, 0Z • • I_ALl 1 SYM GROUND COVER QTY. SIZE CONDITION REMARKSU a v v w • . •4_8_ _ 1 . • . • .. . " • • .. 1� ��"= Q a u W _ • LI� I 1F��� • Lawn as specified 4,386 SF l. t LI I l 4 w r r c` • `• ,o►hr , r z x . ito�� �� LIPAI Seasonal color (annuals) 120 SF LT • . : F I ..11.. . . ,› ',Li < k/irtaQ ;_ fr..._. ( xI �,-� a SYM LEGEND QTY. x v '""' ,44 lij ..• ® oI .�� irk • a Landscape Boulder- GreyBasalt- Verify c ,„ „,O 4 a � .. ... :.' 1 ;� P Y 29 2 to 5 Cu. ft. Boulders rn x a • iiihr.f•isti ...i' •- .-. .. . . PIN ir w/Owner r La) T _ I I • ' ► ` . 'r ��1.:: •--.. .2.• kilt • • •�a -LE -L Existing Landscape to remain !I11III D • ,� 111 �� LIlinnn ' t 1 I 0 1111 , , . . • . IP!.- !�-!�-A.!�-`�;1-i-mirfrkirfr4pfrirsititiS s I .{,oil. f 4� w 2" - 3" Mexican Beach Pebble 300 SF I • Lawn • • •. �f =:: f : II APPROXIMATE LANDSCAPE AREA - I I I •. • 0 I . igki a SITE AREA: 31,686 sq.ft. a O Q . PLANTING AREA: 8,867 sq.ft. -- a -f Q LAWN AREA: 4,386 sq.ft. a • • ��� ,_• 5 TOTAL LANDSCAPE AREA: 13,253 sq.ft. ���► �► g i��, w •�111 I ii` a. TOTAL LANDSCAPE AREA PERCENTAGE: 42% a OLi4 lilt •f al • i►4 ��` OF REVISIONS LI ,► © ;� TIGARD % .. r. •• • • • •• j/,"`� PIM. ���� Approved b Plannin REV. DATE DESCRIPTION • • • O/ Q a ,/ Date: ? rr �IC' • • • • •/�• •. . $11812018 Design Revisions ��� 04-1-.400, 4 \�NIP a a Air Initials: I.-._Q \ AVM Deciduous tree to ►:1�\\\��,•. 1, if,. , .it f Q _ a �� ' l!ithi I remain typical ,:Nii,„,....._ �[�:-14 7 �.,T�O A A _, - . _ ,,,! - / p&-,1 ' _ I ..�- viit:� .:� �� 6 • - SHEET NAME: ! oft2:0 IT Seasonal Color 4 . 1 r ►. �O , \ (Annuals) Typical Q irA •� PLANTING PLAN ova�. ip � D_ciduo s ree ' � 111 • 414I 0 . /r • • • • -t. Idip 1p • • i lt a DRAWN BY: TM � • � " •, 1 '1�1 ' Lawn •/ REFER T TL3NS 40„.„, •• : i ` • • H � � / • . a � Lawn �- 11 �� `- PLAING DETAJOB NO.: 1725 el CP�1`� �! ci • i , • , , ',,,,.. A.,.., 6 • . . , /. • • • SHEET: • .., ,„ �� . .„.„ • •'•„,,,,.., � SCALE: 1 " = 10'-0" Li 02 , . a Q •mr 10' 5' 0' 10' 20' OF 3 JJV JD o mco PLANT LISTING FOR FLOW-THROUGH PLANTER - LENGTH PER DESIGN, 15' MINIMUM, SLOPE TO MATCH STREET, 6% MAX SLOPE. Q Z r, 0 - FLOW-THROUGH PLANTER y CHECK DAM 2.5"-4.5"DIAM. SMOOTH ROC 1 I Z Q �, " E 2.5- .•• b• EP AT 10' INTERVALS, SLOPES I I TREATED WATER ° tri�� <11'011.► y w W W cn d C U} lA \ 1 !� w iLJ/ � ,a., EXCE \ • 5� •. •+ TO OUTFLOW o, TREATMENT AREA JrW JrW w E cv E 657sq. ft. Jr W U n � o c _� _�• �+0� ` Z �(4frirk\i#��r�"� i" Ern :� al � / //A// / 0;4. 0;414 V �:iii - / / ek • •a. .:.-...... ,r� �� TRUCTURE ° _ �� t ; N 2i s _ u) jVAjVAjVA \-1 • •Vj\/\/ .................. g 2"X 2" P.T.D.F. 8'-0"TREE / Scientific Name \/\/\/\/\ \ \./\/\\/\\/\\/\\/\\/\\/ \ �Oa*".1?................ #77:71b6.: (ncc 0 STAKES DO NOT PENETRATE4.00, ' Common Name / / / / /\ \/\/\/\/\/\/\/\/ /\/\/\� + + .--- to I� TREE TIES/RUBBER HOSE W1 12 // // // // / / / / i /' 41/ / / """' V U ROOT BALL. 3 STAKES PER Carex obnu #a \\ \\ \\ \\ \\ \ \ \\ \\ \\ / /\\/\\/\\/\/\\/\ \\/\\/\\/\ \ \ ►� *7,0 W ( GAUGE GALV. WIRE. p 219 Herb Moist 6" Plus OB L 1/s .ft. \ \/\ / /\//\//\//\//\//\//\//\//\/ //\ /\/\ /- Q - TREE - ONE COAT OLYMPIC Slough Sedge g q \\ \ \\/\/\/\/\ \ \\ \ \ \/ / \ /\\ \ \ w `° STAIN #713 REQUIRED) Carex deweyanna d `� ORRR°ES°E TBARRIER REQ'D. WHERE Dewe 's Sed a219 Herb Dry 6„ Plugs FAC 11sq.ft. a 0 0v g _ HIGHDENSITY JUTE �SARE WITHIN -0" OFANY CURBJuncus patens v OR COCONUT MATTING Q X LIDEWALK EDGES- MIN. 6'-0" Spreading Rush 219 Herb Moist 6" Plugs FACW 1/sq.ft. PROFILE VIEW z ° z LENGTHS REQUIRED ALONG EACH -milm• EIN g m o SIDE OF CURBISIDEWALK. HERBACEOUS PLANT TOTAL: 657 12" MINIMUM 2 a- SET TOP OF ROOT BALL 3: 1 (H: V) MAXIMUM SLOPE, 4: 1 1"ABOVE FINISH GRADE 3" MIN. GARDEN MULCH 1 ' SHELF WITHOUT SHELF AMENDED BACKFILL `NATER BASIN (TYP.) t 1 III . IS FERTILIZER TABLETS 151% CURB _t,,,o,„ Iv=�••,:;; •:'•' �' ';o° __----SIDEWALK %AFREEBOARD 1 ' SHELF 540 jJ \\1x, lig: '' -t� �� I I L TREE ROOT BARRIER 4 *I • _ rim 044•i�i�i:*�i - � I-I z (NDS MODEL EP-1850) - ►•` •`4 ¢� '�� • '-. 11 .�•v3✓.+5 :i 1� �. i „� ���� - . �i'Z"?�s _ r TROY A. MEARS ' UNLESS OTHERWISE - i♦• .,::111 ROUGHEN SIDES AND -��- �! `'� �r .,� r•.,. I � 1 L NOTED. �;� � - f Ar?"1,1 !.. \ . .. .. ♦ r►. �. 1. BOTTOM OF HOLE _ • ,� 4` � - �•� �• -,`-‘t,', I !I \ V / r`�".'`i:'.,.`I I I• I I� OREGON .C�T] _ � �E.......... . . .4.240001,/IF/Prf / / . •�� ;�,♦� .,, �, I� �_ k.•• 1 / / 11/21/2003 CUT & REMOVE BOTTOM OF WIRE \ 4V\%\ \ \ \r♦� ��!,♦r♦r�♦r,♦r,�♦�r♦r♦,♦:!,�:! =III I III rr�' / / / / / / / / /.../ / / / � / / / /♦��:i� %�:;� BASKET REMOVE BURLAP &TWINE -I I I I II I '/ / / // // / ! ♦�i`:i''S.i'•'•i•�'����°��i''::�i''ifi��ii _ : •_•:z:::-:s:..�,.` , /\ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r;•;:ir tp :z:-•;:.*: .. .: ...♦ AE A FROM TOP OF BALL AFTER STAKING. IIII �_ ,: `=:/� `'%`''' ` } _ •::Z•Ai(w., ►/_/ / /\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/\/\/\/\/ 144,4„ .r;),:i�. PLACE TOP OF ROOTBALL 3" MIN. 6 MAX ♦ wry_ _ `� �'� v; /`�` :: VitiPgfiii .P.7...\ \/\/\/\/\/\/\/\/\/\ �.•,• ••, ♦•: ♦ MIN.18 ABOVE ADJACENT FINISH GRADE OF r-8" PLANT PIT SHALL BE 2X AS WIDE WATER �.��:G.rr�i;♦�!i��i'♦::, , ,i: •:..-• \ \ \ \ \ \ _.;,r .r;e � %G♦!%•;;i'' 4:.... .. 1� \ \ \ \ \ �. fi�r:iia , .� �.: PLANTING OR TURF AREA. / AS ROOT BALL AND A MINIMUM OF TREATMENT i�i♦,i�34:,�♦l;��i��,II „• ,•♦, ♦%••��..%�., `• GROWING i�•�..%�;�♦�i♦rig.� _rcrcrcrcrcrcrcr:•cr-_',_ . -. -. ��,r��yvli�:!�•:-::•♦.:: ;.♦�;.o♦`;:;r••::�;.•'�i.,.•♦:;.5'•:;. r����ci �cic�ci � :..:..:..:..:..:..:.:.._.. ��:�c!��c+ +r!r! 1✓•:�'j.;:♦.;i,,a,:�v. v.�j,•`�;,•♦�;;• ,!i♦.�♦,� ♦/ v r . _ r• / ♦/•%♦\li♦�!i��♦.r MEDIUM 4 DEEPER (ANGLE SIDES OF PIT) ��;1♦�;..���;i,♦�l,/j��l,��!,�� 1-;:WizOzn:i !� t t�-Ii= :0=: 7i.-% yip`�,....!:*):-�����•2.:;.•5..;.,�:lwiz DEPTH ,♦�Y/•♦Q/,,�• S Q7,••♦�j'••`4• �- :_� ,. .;. .�.:.,r. • I=. ,- - - V�•�3.•••♦�:•••♦`i••:`••••H'/�♦♦ .♦�!..♦Vr. IN HEAVY CLAY SOILS OR WHERE .;.��1•..�',.:♦�l,��i,♦�.��,i�♦�1���.� r ti V-V-r-:-•-:-:-:'�'��`. ► :.';:�i��!/��ii'��i•�ii`��li���,•!♦�.::�'• �'• :, THERE IS A HARD PAN, AUGER MOUND OF TAMPED FIRM NATIVE !♦%���,♦�p'�i'�i• rte. �i'�. _ - _ _' _, � .,��, ��r,��,�t.•,�♦�li��li�♦moi♦�� ♦' 12 M I N AMENDED SOIL • • • • • SUBGRADE *::7.4-::::07.7.46::.: :SWALE BOTTO ,v,•••:: ;:!4\-,...:`.ivs%.,,t: ::�i_::_ ::..:::::'�',•:at:2::ti.:;:ort.:' AN 8 HOLE 6' DEEP OR THROUGH • I • •= • ` '::Z.: •.5 •-4:kv ` ' -'•FILTER A tRIC:; • DRAIN THE HARD PAN. (BACKFILL WITH 12" SPRINKLER HEAD .• frw'r. 2 MIN. ��i•':•.::•':':%J►::!��:i•'.r •:?•.`..:0(:' !ififi: r�.e, :.rao.:.:.�..:•:�._:.. ��/ AMENDED SOIL) *ROOT BARRIER REQ'D. WHERESUB DR ROCK TREES ARE WITHIN 5'-0" OF ANY CURB • •• •• 12" 12'•• •• 30 MIL LINER 7' MIN-10' MAX SIDEWALK ZONE OR SIDEWALK EDGES- MIN. 6'-0" 12" LENGTHS REQUIRED ALONG EACH • • • I • SIDE OF CURB/SIDEWALK. CROSS-SECTIONAL VIEW WITH ON STREET PARKING STREET TREE PLANTING DETAIL • • • D D • \ O TE S • N.T.S. D 214 1 . PUBLIC WATER QUALITY SYSTEM. 1 ' SHELVES AND REINFORCED THICKENED SIDEWALK J I FREEBOARD EDGE MAY BE REQUIRED BY COUNTY. 2. INFLOW STRUCTURE PER LOCAL JURISDICTION. Z TYPICAL PLANTING NOTES: EDGE OF PAVING, WALK, o NOTE: WALL ETC. a. INFLOW STRUCTURE - CURB CUTOUT, SEE CURB CUT-OUT DETAIL. ,; LOCATEE PLANTS SPACED EQUAL DISTANT (D) b. INFLOW STRUCTURE - CURB INLET, SEE MODIFIED CG-30 DETAIL.FROM EACH OTHER AS SPECIFIED ANDce ( 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER STOCK OF EQUAL GRADE. 4. OVERFLOW PIPING TO ALLOW NO MORE THAN 6" PONDING, WITH A MINIMUM OF 2" FREEBOARD, MINIMUM OF 12" FROM SPRINKLER HEAD Q Ci- 2. 2. CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL GRADE. AND BE SIZED TO JURISDICTIONAL PLUMBING CODE, OR TO CONVEY THE 25 YEAR STORM. 3. PLANT MATERIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NUSERY STOCK, ° 5. FLOW DISSIPATERS SHALL BE PLACED AS SPECIFIED ABOVE OR PER DESIGN. a. w v ur ANSI Z60.1, 2004 EDITION. PLANT SPACING AS SPECIFIED a �t . 6. VEGETATION TO BE USED IN THE SWALE BOTTOM CONFORMS TO PLANTINGS APPROVED FOR Q I= °� THE WET MOISTURE REGIME. VEGETATION TO BE USED ALONG THE SWALE SIDE CONFORMS TO > 4. ALL TREES SHALL BE BRANCHED. r ° T. o �U 5. GARDEN MULCH ALL PLANTING BEDS WITH 3" MIN. LAYER OF SPECIFIED GARDEN MULCH. I PLANTINGS APPROVED FOR THE MOIST MOISTURE REGIMES. 0 _ 2" MULCH INSTALLED 7. 30 MIL IMPERMEABLE LINER, OR APPROVED EQUIVALENT PER JURISDICTIONAL ROAD AUTHORITY. Z u 6. IN THE EVENT OF A DISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE SUBDRAIN CONNECTS WITH STORM SEWER SYSTEM. DRAIN ROCK LAYER NOT RECOMMENDED FOR Q um DRAWINGS, THE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. ❑ u LONGITUDINAL SLOPES OF GREATER THAN 2%. Fes- 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS, LANDSCAPE CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEEDING. N 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR PREPARE BED AS PER • TO INSTALLATION OF PLANT MATERIAL TO APPROVE FINAL PLACEMENT. WRITTEN SPECIFICATION _ _ _ _ _ _ LIDA SWALE DRAWING NUMBER 795 \ o III-III-III-III-III-III-III LJ 9. LANDSCAPE CONTRACTOR TO VERIFY PLANT MATERIAL QUANTITIES QUANTITIES. -111=I I 1=11 I-III-1 I1-I I I- CleanWater Services M III-1 1 I-I 1 I-I 1 I-I I I--I 11-III Our commitment is clear. 10. CONTRACTOR WILL PROVIDE A ONE YEAR WARRANTY ON ALL PROVIDED & INSTALLED .-111-I I 1=11 1=1 11=1 I I=I 11=- N.T.S. PLANT MATERIAL FROM DATE OF FINAL APPROVAL BY OWNER'S REPRESENTATIVE. 2550 Sb Hillsboro ;oR o w'` kilt. GROUNDCOVER PLANTING DETAIL (503)681-3608 www.cleanwaterservices.org N.T.S. 5 , j ' ( ; - REVISIONS L` 1514 'f/ SET TOP OF ROOT BALL REV, DATE DESCRIPTION I y_,'.r 1" ABOVE FINISH GRADE 5 ' 6/18/2018 Design Revisions FINISH r • - r 3" WATER RETENTION BERM GRADE ,_:..:�:. ••::7. _- =111 ?; `eriv„..A`,-.-- -"` 111_____1 =1I II-II If-1I ,,��.**,'4*.�.* 4,-;:`\--."-:-0 , _ - -111-11 iii .�- ♦,iI..\$.♦ �1`� 1-1111-�-111= YGL ; ,, i -- '1SHEET NAME„ �- -"'���!.�s+�i!�!!,' 4 � SOIL WITH �\�� �\ r` SHOVEL :��I-� \\--- -\\\\ 11 _X1111--- 7111M111011_-= ROOT BALL DETAILS & NOTES PLANT PIT SHALL BE 3X AS 111��1111111111111 1' WIDE AS ROOT BALL AND A MINIMUM OF 4" DEEPER 3 x DIA OF (ANGLE SIDES OF PIT) ROOTBALL DRAWN BY: TM CHECKED BY: TM ISSUE DATE: 12/15/2017 JOB NO.: 1725 SHRUB PLANTING DETAIL SHEET: N TS L1 03 OF 3